Plans_Port_Monmouth_CNT2_Amend_1_Aug8.pdf

PDF 12 MB Posted Aug 30, 2016

Attached to: Hurricane and Storm Damage Reduction Project, Port Monmouth, NJ, Phase II-Contract 2
Solicitation number: W912DS-16-B-0014
Issued by: Department of the Army Corps of Engineers Engineering District New York

About this file

From the source

Amendment 01 - Plans

View the file

Other files

File	Type	Posted
W912DS-16-B-0014-Bid_Abstract.pdf	PDF	Oct 19, 2016
W912DS-16-B-0014-0007.pdf	PDF	Oct 11, 2016
W912DS-16-B-0014-0006.pdf	PDF	Oct 7, 2016
SF24-98b_-_Bid_Bond_Form-8-2016.pdf	PDF	Oct 7, 2016
W912DS-16-B-0014-0005.pdf	PDF	Oct 7, 2016
Specs_6_Oct_2016.pdf	PDF	Oct 7, 2016
Plans_Port_Monmouth_Amend5.pdf	PDF	Oct 7, 2016
Plans_Port_Monmouth_CNT2_Amend4_9_27_2016.pdf	PDF	Oct 3, 2016
W912DS-16-B-0014-0004.pdf	PDF	Oct 3, 2016
DS16B0014Am0004SpecsFinal.pdf	PDF	Oct 3, 2016
W912DS-16-B-0014-0003.pdf	PDF	Sep 19, 2016
W912DS-16-B-0014-0002.pdf	PDF	Sep 9, 2016
W912DS-16-B-0014-0001.pdf	PDF	Aug 30, 2016
Specs_Port_Monmouth_Amend_1_Aug30.pdf	PDF	Aug 30, 2016
W912DS-16-B-0014.pdf	PDF	Aug 8, 2016
W912DS-16-B-0014_Specs__1_Aug_2016.pdf	PDF	Aug 8, 2016
Plans_Port_Momouth_CNT2_04_Aug_2016.pdf	PDF	Aug 8, 2016

Show all 17

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

M A

R K

D E

S C

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps h tt p /w w w .n a n .u s a c e .a rm y .m il

N E

W Y

O R

U S

A R

M Y E

N G

E E

R D

T R

New York District of Engineers

US Army Corps

P O

R T M

O N

M O

U T

N E

W J

E R

S E

P H

A S

E I I, C

O N

T R

A C

R A

A N B

A Y A

N D S

A N

D Y H

O O

K B

A Y

H U

R R

A N

E A

N D S

T O

R M D

A M

A G

D U

C T

N /A

J A

C K

S O

N V

L E D

T R

J A

C K

S O

N V

L E F

L O

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E N

U M

B E

D A

T E C

R E

A T

E D

S U

B M

T E

D B

D W

N B

E N

A M

D E

N E

D B

Y : C

K D B

M .P

C O

N T

R A

C T N

P L

O T S

C A

L E

S O

A T

N N

U E D

A T

E p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \F lo o d a n d C o a s ta l S to rm D a m a g e R e d u c ti o n \R a ri ta n b a y a n d s a n d y h o o k b a y \P o rt M o n m o u th N

J \P o rt M o n m o u th c o n tr a c t P .L -2 \0

P la n s \0

G e n e ra l\

G -0

N /A

D S -1

-B -0

INDEX TO DRAWINGS

TITLE

GENERAL

DWG NO

E X O

F D

R A

G S

CIVIL

INDEX OF DRAWINGS

STRUCTURAL

STRUCTURAL (CONTINUED)

MECHANICAL

ELECTRICAL

PUMP STATION POWER PLAN

COVER SHEET

PUMPING STATION PLAN EL 15.0 AND EL 18.0

PUMP STATION PLAN EL 18.0 AND EL -2.0

TYPICAL ELECTRICAL DETAILS #1

TYPICAL ELECTRICAL DETAILS #2

CCTV/WEB PLC ENCLOSURE

FIRE PROTECTION

PUMPING STATION SECTION

PUMP STATION TYPICAL SECTION

EQUIPMENT SCHEDULES

CONTROL BUILDING PLAN

NOTES, LEGEND, AND ABBREVIATIONS

NOTES, LEGEND, AND ABREVIATIONS

TIDE GATE POWER PLAN

G-000

G-001

G-002

C-100

C-101

C-102

C-103

C-801

S-000

S-100

S-101

S-102

S-103

S-104

S-105

S-200

S-201

S-202

S-203

S-204

S-205

S-206

S-207

S-208

S-209

S-300

S-301

S-302

S-303

S-304

S-305

S-306

S-308

S-400

C-104

C-105

C-301

C-502

S-403

S-404

S-501

M-200

M-201

M-202

M-203

M-300

M-301

M-501

M-502

M-505

M-700

M-001

E-001

E-101

E-303

E-304

E-401

E-501

E-201

E-601

E-602

E-801

E-802

T-001

T-006

T-101

T-302

T-301

F-001

F-100

Q-001

Q-100

Q-800

G E

N E

R A

C T

B .J .S

A .N .Z

G-001

TELECOMMUNICATIONS-SCADA

EQUIPMENT-SECURITY EQUIPMENT

STATION CONTROL CENTER

M-500

GENERATOR BUILDING PLAN

M-503 GENERATOR BUILDING SECTION

M-504

TERMS, SYMBOLS, AND ABBREVIATIONS

OVERALL SITE AND ACCESS PLAN

WORK LIMITS AND BORING LOCATIONS

WEST LEVEE AND PUMP STATION SITE PLAN

WEST LEVEE AND PUMP STATION GRADING AND DRAINAGE PLAN

SECTIONS AND DETAILS

NOTES AND ABBREVIATIONS

GENERAL PLAN

GENERAL PROFILE GATE AND PUMPING STATION

TIDE GATE SECTION

ELEVATIONS

FOUNDATION PLAN AND SECTION

FOUNDATION PILE PLAN

TIDE GATE SECTION

PUMPING STATION PLAN EL 3.0

PUMPING STATION SECTION

PUMPING STATION SECTIONS

PUMPING STATION CROSS SECTIONS

PUMPING STATION REBAR SECTIONS-307

PUMPING STATION SECTIONS

WINGWALLS SHEET 1

FLOODWALL PLAN

S-500

DAY TANK DETAILS

E-701

E-702

SECURITY POLE DETAILS

LIGHTING FIXTURE SCHEDULE

TIDE GATE PLAN EL -8.0

TIDE GATE PLAN EL 15.0

TIDE GATE SECTIONS

TIDE GATE SECTION, BREAST WALL

TIDE GATE PLAN EL -8.0

GENERATOR TANK PLAN AND ELEVATIONS

TIDE GATE EQUIPMENT PLAN AND ELEVATION

MOTOR CONTROL CENTER

FIRE ALARM RISER, NOTES, AND LEGEND

S-700

S-701

S-702

S-703

S-704

LIFT GATE

LIFT GATE SECTIONS AND DETAILS

LIFT GATE DETAILS

S-705 METAL FABRICATION DETAILS 1

S-001

S-002

HANDRAIL DETAILS SHEET 1

HANDRAIL DETAILS SHEET 2

TIDE GATE PLAN EL 30.0 AND EL 42.0

TIDE GATE SECTIONS

TIDE GATE PLAN EL 30.0 AND EL 42.0

TIDE GATE SECTION

S-401 WINGWALLS SHEET 2

S .J .P

E-301

T-002 CONTROL SYSTEM BLOCK DIAGRAM

T-005

T-007

T-009

T-008

FUEL SYSTEM P&ID

GENERATOR P&ID

PUMP P&ID

T-010

T-303

T-304

T-305

E-603

S-502

S-003

S-004

S-005

VERTICAL SAFETY LADDER

MISCELLANEOUS FABRICATIONS

S-210

S-211

S-212

RAILING PLAN

RAILING ELEVATIONS

METAL FABRICATIONS

S-309

E-202

E-402

ARCHITECTURAL

A-501

S-702A LIFT GATE DETAILS

S-312 PUMPING STATION, RAILING PLAN

S-311

S-310

PLATFORM SECTIONS AND FLOOR GRATING DETAILS

METAL FABRICATION DETAILS

S-208A TIDE GATE SECTION

S-505 STOP LOG STORAGE AND FUEL TANK PADS

S-706 METAL FABRICATION DETAILS 2

S-707

S-708

S-901 COFFERDAM PLAN AND SECTIONS

GATE HOIST FRAME PLAN SECTIONS & DETAILS

Q-401 TIDE GATE AND PUMP STATION CAMERA PLAN

TIDE GATE COVER DETAILS

DRUM AND CABLE TRANSDUCER DETAILS

SITE PLAN

TIDE GATE AND PUMP STATION SITE LIGHTING

GROUNDING PLAN

T-004

T-003 NETWORK BLOCK DIAGRAM

TRASH RAKE AND SLUICE GATE P&ID

TIDE GATE P&ID

SCC CABLE BLOCK DIAGRAM SHEET 1

T-011

T-012

SCC CABLE BLOCK DIAGRAM SHEET 2

T-013

T-306

T-401

T-402

T-403

GATE CONTROL PANEL

GENERATOR BUILDING SITE PLAN

E-203

CONTROL BUILDING LIGHTING PLAN

GENERATOR BUILDING LIGHTING PLAN

E-302

CONTROL BUILDING POWER PLAN

GENERATOR BUILDING POWER PLAN

E-403

CONTROL BUILDING GROUNDING PLAN

GENERATOR BUILDING GROUNDING PLAN

E-502

E-703

POWER CABLE SCHEDULE

T-102 GENERATOR BULDING CONTROL

CONTROL BUILDING CONTROL

F-101

FIRE ALARM PLAN CONTROL BUILDING

FIRE ALARM PLAN GENERATOR BUILDING

Q-101

SITE SECURITY PLAN CONTROL BUILDING

SITE SECURITY PLAN GENERATOR BUILDING

T-307

A-502

A-503

A-504

A-505

A-506

A-507

A-508 GENERATOR BUILDING, FLOOR PLAN

A-509

A-510 GENERATOR BUILDING, ROOF PLAN

A-511

A-512

A-513

A-514

A-515

S-000A NOTES AND ABBREVIATIONS

A-516

A-517

A-518

A-519

A-520

A-521

A-522

A-523

A-524

S-503

S-504 BUILDINGS, ROOF FRAMING PLANS

BUILDINGS, FOUNDATION PLANS

BUILDINGS, FOUNDATION DETAILS

BUILDINGS, MASONRY WALL DETAILS

CONTROL BUILDING, FLOOR AND CEILING PLAN

CONTROL BUILDING, ROOF PLAN

CONTROL BUILDING, EXTERIOR ELEVATIONS

CONTROL BUILDING, SECTIONS

GENERATOR BUILDING, CEILING PLAN

GENERATOR BUILDING, EXTERIOR ELEVATION

GENERATOR BUILDING, SECTIONS

GENERATOR BUILDING, WALL DETAILS

ROOF DETAILS

DETAILS

SCHEDULES

E-404 OPERATING PLATFORM GROUNDING PLAN

LIGHTNING PROTECTION PLAN CONTROL BUILDING

LIGHTNING PROTECTION PLAN GENERATOR BUILDING

PUMP STATION SINGLE LINE DIAGRAM

LIGHTING CONTROL SCHEMATICS

CONDUIT AND CABLE SCHEDULE SHEET 1

CONDUIT AND CABLE SCHEDULE SHEET 2

T-308

LEGEND, NOTES, SECURITY ALARM RISER DIAGRAM

T-309

S-402 WINGWALLS SHEET 3

TRAFFIC CONTROL PLAN

FLOODWALL ELEVATIONS

MISCELLANEOUS WALL DETAILS

CONTROL BUILDING PANEL SCHEDULES

MISCELLANEOUS P&ID

TRASH RAKE CONTROLS

EXHAUST FAN CONTROLS

TIDE GATE CONTROL SCHEMATICS

SLUICE GATE CONTROL SCHMATICS

PUMP CONTROL SCHEMATICS

-P

T M

O N

C T -G

A-001 LEGEND AND ABBREVIATIONS

STILLING WELL DETAILS

PUMPING STATION PLAN EL -8.0 AND EL -3.0

PUMPING STATION METAL FABRICATIONS

C-101a EROSION AND SEDIMENT CONTROL NOTES

C-101b EROSION AND SEDIMENT CONTROL PLAN

C-501 SITE FENCING DETAILS

EROSION AND SEDIMENT CONTROL DETAILS

C-802 LANDSCAPING AND RESTORATION PLAN

DEWATERING AND DIVERSION PLAN

TYPICAL ELECTRICAL DETAILS #3E-803

S-502A BUILDINGS, MASONRY WALL DETAILS

C-105a

EAST WINGWALLS

KEANSBURG LEVEE

M-201A CABLE LAY DETAILS

T-310

T-311

STILLING WELL DETAILS

PUMP STATION SITE PLAN SHEET 1

PUMP STATION SITE PLAN SHEET 2

STILLING WELL SECTION AND DETAILS

STILLING WELL SECTION AND KEY NOTES

TIDE GATE SECTION

GENERATOR BUILDING SITE PLAN

DWG NO TITLE DWG NO TITLE

S-709

S-405 FLOATING BARRIER AND SIGN DETAILS

PUMP BAY STILLING WELL DETAILS

E-804 TYPICAL ELECTRICAL DETAILS #41

A M

E N

D M

E N

W.EL. 4.8

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

M A

R K

D E

S C

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps h tt p /w w w .n a n .u s a c e .a rm y .m il

N E

W Y

O R

U S

A R

M Y E

N G

E E

R D

T R

New York District of Engineers

US Army Corps

P O

R T M

O N

M O

U T

N E

W J

E R

S E

P H

A S

E I I, C

O N

T R

A C

R A

A N B

A Y A

N D S

A N

D Y H

O O

K B

A Y

H U

R R

A N

E A

N D S

T O

R M D

A M

D U

C T

N /A

J A

C K

S O

N V

L E D

T R

C K

S O

N V

L E F

L O

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E N

U M

B E

D A

T E C

R E

A T

E D

S U

B M

T E

D B

D W

N B

E N

A M

D E

N E

D B

Y : C

K D B

M .P

C O

N T

R A

C T N

P L

O T S

C A

L E

S O

A T

N N

U E D

A T

E p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \F lo o d a n d C o a s ta l S to rm D a m a g e R e d u c ti o n \R a ri ta n b a y a n d s a n d y h o o k b a y \P o rt M o n m o u th N

J \P o rt M o n m o u th c o n tr a c t P .L -2 \0

P la n s \0

C iv il \C -1

A m e n d

N /A

D S -1

-B -0

-2.1

2.9

2.7

-1.4

1.6

1.8

1.7

1.8

1.7

2.2

3.4

1.8

1.9

1.7

1.6

1.5

2.1

0.2

1.9

ROCKS

POOL

DIRT

5.3

2.5

3.3

2.6

7.8

4.5 3.3

10.5

4.3

9.1

4.8

9.3

6.6

12.1

4.4

6.4

7.8

5.4

10.4

6.2

5.6

5.5

6.2

5.4

5.9

5.3

6.1

13.5

4.8

8.6

5.1

4.9

5.5

6.1

6.2

6.3

7.3

6.2

8.6

6.3

7.6

9.4

9.1

8.7

9.2

9.1

9.3

12.4

12.2

9.5

7.2

9.2

6.4

7.5

9.2

7.3

8.8

10.3

7.6

8.7

3.6

14.4

8.7

14.6

7.9

10.8

10.3

10.5

12.6

10.8

10.6

9.7

10.6

11.0

9.7

6.8

2.2

2.7

2.2

1.9

2.0

2.6

4.0

1.7

2.1

2.5

-0.5

4.4

2.4

1.4

1.5

0.6

3.2

1.8

3.4

10.9

5.5

8.6

10.4

5.4

6.3

4.8

6.4

4.9 5.1

3.9

6.5

6.4

3.6

7.3

13.1

9.7

4.7

7.7

4.1

9.5

13.4

-1.5

-1.6

5.1

5.3

6.5

1.3

6.6

7.4

8.3

6.9

8.3

6.6

5.9

8.2

3.5

11.1

11.8

2.2

2.1

3.2

W.EL. 4.8

8.6 10.5

4.5 4.9

3.4

6.6

9.1

9.2

8.9

10.3

7.8

8.8

10.2

10.6

6.6

10.2

4.8

9.1

10.3

4.2

6.3

5.1

10.7

10.2

9.9

T R

WALL

C B

MBMB

C B

G=5.15

G=4.76

G=13.88

G=4.77

G=4.71

G=7.04

G=11.66

G=11.88

G=4.19

G=4.36

G=4.79

G=4.16

G=4.51

G=3.03

G=3.94

G=3.33

R=5.11

R=4.87

R=5.99

R=3.63

R=5.49

R=8.29

R=6.57

R 7.20

R=4.98

R=4.76

R=5.36

R=5.07

R .4

5003=10101.005004=10101.00

J o h n s o n

P l

L o h s e n

P l

P o rt M o n m o u th R d

Port Monmouth Rd

Port M onm outh R d

PAVED OVER

R=4.12

R E C

O R

P e w s C re e k

Pews Creek

P e w s C re e k

K e a n s b u rg L e v e e

Port Monmouth

Inverts slightly backpitched

Measured in field

0 5

-2

-1

G=7.12

MARINA

DOCKAGE

BRUSH

MARINA

P A

R K

PARKING

BOAT STORAGE

B O

A T

T O

R A

G E

PARKING/STORAGE YARD

B R

U S

Old Port Monmouth

I= .3

I=2.07

I=1.18

I=2.11

I=1.08

I= .7

I= .1

I= .9

8" S

I=-2.89 I=

I=-1.75

I=-0.98

I=-0.21

I=0.30

I=-1.09

I=-2.97 I=-1.80

I= .1

I=-1.13

I=-0.33

I=0.23

I=-1.01

I=0.84

I= .0

I=0.36

I=2.98

I=3.16

I=0.43

I=3.14

I=1.79

I=1.85

I=2.74

I=4.19

I= .5

I=5.75

I=4.8

I=5.25

I=4.98

I=6.89

I= .2

I= .1

I= .0

NOT KNOWN

PIPE CONNECTIONS

I=2.86

OUTFALL

I= .6

I=4.46

I=-1.62

I=2.44

I= .7

O U

T F A

L L

CONNECTION

UNKNOWN

GRATE

4'x4' METAL

I=-2.84

OUTFALL

36" D

15" D

18" D

24" D

2" G

12" W 12" W

4" W

2" G

12" W

" W

12" W

6" W

12" W

15" D 10" D

8" D

8" S

36" D

8" S

RECORD

PIPES AND STRUCTURES ARE FROM

COULD NOT ACCESS STRUCTURES

AREA UNDER CONSTRUCTION

3-8" D

FROM RECORD

I=3.54

G=5.54

OUTFALL

I= .6

I= .5

I=-0.32

I=0.51 I=0.56

15" D

P A

R K

8" S

SURVEY NOTES:

LEGEND:

0 160'80'80'

N.T.S.

C-100

DETAIL

STAGING AREA (±.11 AC)

NOTES:

O V

T M

O N

C T -C I1

G N

C .D .R

S .A .C

C .W .H

A N

D A

C C

E S

S P

L A

O V

E R

A L

L S

C-100

HORIZONTAL AND VERTICAL CONTROL POINT

TAKEN FROM GROUND SURFACE.

IN THE FIELD BY SURVEYORS. ALL MEASUREMENTS WERE

7. NO DRAINAGE OR SANITARY STRUCTURES WERE ENTERED

TRAFFIC LIGHTS ARE NOT SHOWN ON THIS SHEET.

WITH FIREBOXES, POLICE CALL BOXES AND INTERSECTING

6. TELEPHONE AND CABLE TV UNDERGROUND UTILITIES ALONG

FOR UTILITY COODINATION).

UTILIZE THE NEW JERSEY ONE CALL SYSTEM AT 1-800-272-1000

CONTACTED FOR STREET MARK-UPS. CONTRACTOR SHALL

ANY EXCAVATION, ALL UTILITY COMPANIES MUST BE

OR MAY NOT REPRESENT THE EXACT LOCATIONS. (BEFORE

ABANDONED, COVERED OVER OR NOT ACCESIBLE. THEY MAY

SHOWN, MAY HAVE BEEN RECENTLY INSTALLED, REMOVED,

WATER SHUT-OFF BOXES AND OTHER STREET HARDWARE

AND/OR ACQUIRED UTILITY PLANS. MANHOLES, VALVE BOXES,

RESULT OF A COMBINATION OF FIELDWORK, PRIOR SURVEYS

5. THE UTILITIES IDENTIFIED AND SHOWN ON THIS SHEET ARE A

AND PREVIOUS SURVEYS, ALL CONFIRMED BY FIELD EDITING.

OF AERIAL PHOTOGRAPHY, CONVENTIONAL MAPPING METHODS

SHEET IS A COMBINATION OF PHOTOGRAMMETRIC MAPPING

4. THE TOPOGRAPHIC AND UTILITY MAPPING SHOWN ON THIS

DATED JANUARY 17, 2014.

3. BASEMAPPING: REPRESENTS CONDITIONS FROM A FLIGHT

2. ELEVATIONS: REFER TO THE NAVD88 DATUM.

FEET.

MERCATOR SYSTEM (NAD-83 (2011) (2010.00 EPOCH). SURVEY

1. HORIZONTAL COORDINATES: REFER TO THE NEW JERSEY

GRAPHIC SCALE

COUNTY MAINTENANCE OF TRAFFIC PROVISIONS.

3. THE CONTRACTOR SHALL EMPLOY NJDOT & MONMOUTH

CONDITIONS.

FOOTPRINT SHALL BE RESTORED TO PRE-CONSTRUCTION

2. ALL DISTURBED AREAS OUTSIDE OF THE CONSTRUCTED

AREAS ONLY.

1. STAGING AND STOCKPILING SHALL BE IN DESIGNATED

CONTROL POINT 10116

NOT TO SCALE

M E

N D

M E

N T

17.4

16.9

25.4

23.7

25.7

21.9

24.8

24.9

23.1

20.9

22.9

22.5

19.5

19.1

20.7

19.7

20.2

5002=10102.00

6.4

13.1

9.5

ROADMONMOUTH

PORT

ROUTE

PROJECT ACCESS

TIDE GATE STRUCTURE

SHEET.

ONLY). SEE DETAIL 1, THIS

UNPAVED PARKING LOT

STAGING AREA (EXISTING

STATION

PUMP

E 602054.56

N 586004.39

E 602113.01

N 586004.45

E 602112.61

N 585934.41

E 602058.01

N 585930.80

PLATFORM

LEVEE

E 602098.57

N 586012.31E 602063.25

N 586012.31

E 602064.00

N 586005.60

E 602108.55

N 585933.66

E 602107.78

N 585920.68 E 602066.36

N 585930.85

E 602067.20

N 585919.55

ROUTE

ACCESS

PROJECT

P E

W S C

R E

E K

P E

W S C

R E

E K

K E

A N

S B

U R

G L

E V

E E

OCEAN SIDE

LAND SIDE

PORT MONMOUTH RD. E.

El = 13.44

E = 602,098.31

N = 585,052.84

Bronze Disk

Control Point 10101

El = 17.29

E = 602,330.23

N = 585,522.72

Bronze Disk

Control Point 10102

AREA

STOCKPILE

(REVISED 5 JUNE 2015)

El = 11.72

E = 608,867.07

N = 582,439.67

Bronz Disk

Control Point 10116

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

M A

R K

D E

S C

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps h tt p /w w w .n a n .u s a c e .a rm y .m il

N E

W Y

O R

U S

A R

M Y E

N G

E E

R D

T R

New York District of Engineers

US Army Corps

P O

R T M

O N

M O

U T

N E

W J

E R

S E

P H

A S

E I I, C

O N

T R

A C

R A

A N B

A Y A

N D S

A N

D Y H

O O

K B

A Y

H U

R R

A N

E A

N D S

T O

R M D

A M

D U

C T

N /A

J A

C K

S O

N V

L E D

T R

C K

S O

N V

L E F

L O

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E N

U M

B E

D A

T E C

R E

A T

E D

S U

B M

T E

D B

D W

N B

E N

A M

D E

N E

D B

Y : C

K D B

M .P

C O

N T

R A

C T N

P L

O T S

C A

L E

S O

A T

N N

U E D

A T

E p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \F lo o d a n d C o a s ta l S to rm D a m a g e R e d u c ti o n \R a ri ta n b a y a n d s a n d y h o o k b a y \P o rt M o n m o u th N

J \P o rt M o n m o u th c o n tr a c t P .L -2 \0

P la n s \0

C iv il \C -1

A m e n d

N /A

D S -1

-B -0

WORK LIMITS

E 602174.61

N 585408.10

2.2

2.5

3.2

Port M onm outh R d

P e w s C re e k

K e a n s b u rg L e v e e

0 587 1

7 1

" W

12" W

-5

-5 -5

P A

R K

PM14-03

PM14-4A

PM14-6

PM14-04

GENERAL NOTES:

LEGEND:

60'30'030'

BORING

LAND SIDE

GRAPHIC SCALE

O V

-P

T M

O N

C T -C I1

C .D .R

S .A .C

C .W .H

B O

G L

O C

A T

N S

W O

R K L

S A

N D

C-101

NOT TO SCALE

WORK LIMITS @ STAGING AREA

DMT-5A

PM14-5A

ELEVATION OF 13.0 FT. NAVD88 AT ALL TIMES.

MINIMUM LEVEE SECTION OF 1V:3H SIDE SLOPES (NO STEEPER) AND A CROWN

6. DURING CONSTRUCTION THE EXISTING KEANSBURG LEVEE SHALL MAINTAIN A

13 FT. NAVD88, THE CONTRACTING OFFICER SHALL BE NOTIFIED.

BE ESTABLISHED FOR REFERENCE. IF THE LEVEE SURVEYED CROWN IS BELOW

REGISTERED LAND SURVEYOR IN THE STATE OF NEW JERSEY. STATIONING SHALL

AND END ARE AS SHOWN ON THIS SHEET. SURVEY SHALL BE CONDUCTED BY A

LEVEE CROWN, AT A MAXIMUM OF 50 FT. INTERVALS. LIMITS FOR SURVEY START

PRECONSTRUCTION SURVEY. THE SURVEY SHALL ALSO INCLUDE A PROFILE OF

SHALL BE SURVEYED ON KEANSBURG LEVEE AT 50 FT. INTERVALS AS PART OF THE

5. A MINIMUM OF FIVE CROSS SECTIONS (SHOWING LEVEE CROWN AND BOTH TOES)

INFORMATION.

LOADING. CONTRACTOR TO DETERMINE BASED ON EXISTING CORE BORING

4. STOCKPILE AREA SHOWN MAY REQUIRE REINFORCEMENT TO HANDLE STOCKPILE

CONTRACTING OFFICER.

DESIGNATED STAGING AND STOCKPILING AREAS ONLY, UNLESS APPROVED BY

3. STAGING AND STOCKPILING OF EQUIPMENT AND MATERIALS TO BE DONE IN

2. EXISTING FEATURES TO REMAIN UNLESS OTHERWISE NOTED.

GEOTECHNICAL DATA REPORT.

1. CORE BORING INFORMATION CAN BE FOUND IN SPECIFICATION SECTION 00 31 32

M E

N D

M E

N T

WORK LIMITS

E 602376.54

N 585094.68

4.0

6.4

5002=10102.00

9.5

E 602532.21

N 585356.06

E 602114.56

N 585684.42

E 602283.97

N 585287.46

E 602282.24

N 585277.62

WORK LIMITS

E 602305.81

N 585434.74

E 602190.64

N 585541.73

R.O.W.

E 602285.45

N 585392.20

E 602476.17

N 585368.87

E 602480.33

N 585377.87

E 602124.09

N 585699.05

LIMITS

WORK

LIMITS

WORK

E 602173.15

N 585333.77

E 602208.22

N 585290.67

(FIELD VERIFY)

OF BRIDGE ABUTMENT

APPROXIMATE LOCATION

PILES , 20"x20" (FIELD VERIFY)

PRESTRESSED CONCRETE BRIDGE

APPROXIMATE LOCATIONS OF

(FIELD VERIFY)

OF BRIDGE ABUTMENT

APPROXIMATE LOCATION

(FIELD VERIFY)

TIMBER PILES AT ABUTMENT

APPROXIMATE LOCATION OF

(FIELD VERIFY)

TIMBER PILES AT ABUTMENT

APPROXIMATE LOCATION OF

NAVD

NAVD, MHW APPROXIMATELY 2.14 FT.

ELEVATION APPROXIMATELY 13.0 FT.

PEWS CREEK BRIDGE DECK BOTTOM

E 602116.26

N 585207.64

E 602277.06

N 585112.18

E 602493.55

N 585136.80

EASEMENT

10' ELECTRICAL

E 602152.38

N 585660.67

E 602158.31

N 585652.60

E 602139.31

N 585640.27

E 602129.30

N 585645.69

UTILITY POLE

EXISTING

E 602172.18

N 585192.68

AREA

STOCKPILE

PROPOSED

OCEAN SIDE

E 602115.60

N 585648.51

E 602150.64

N 585647.62

E 602118.41

N 585623.25

NOTE 6

OF CONSTRUCTION. SEE

START SURVEY / LIMITS

SEE NOTE 6

OF CONSTRUCTION.

END SURVEY / LIMITS

PM14-02

PM14-01

E 602128.66

N 585341.61

E 602139.31

N 585349.89

E 602213.62

N 585299.87

E 602178.56

N 585342.97

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

M A

R K

D E

S C

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps h tt p /w w w .n a n .u s a c e .a rm y .m il

N E

W Y

O R

U S

A R

M Y E

N G

E E

R D

T R

New York District of Engineers

US Army Corps

P O

R T M

O N

M O

U T

N E

W J

E R

S E

P H

A S

E I I, C

O N

T R

A C

R A

A N B

A Y A

N D S

A N

D Y H

O O

K B

A Y

H U

R R

A N

E A

N D S

T O

R M D

A M

D U

C T

N /A

J A

C K

S O

N V

L E D

T R

C K

S O

N V

L E F

L O

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E N

U M

B E

D A

T E C

R E

A T

E D

S U

B M

T E

D B

D W

N B

E N

A M

D E

N E

D B

Y : C

K D B

M .P

C O

N T

R A

C T N

P L

O T S

C A

L E

S O

A T

N N

U E D

A T

E p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \F lo o d a n d C o a s ta l S to rm D a m a g e R e d u c ti o n \R a ri ta n b a y a n d s a n d y h o o k b a y \P o rt M o n m o u th N

J \P o rt M o n m o u th c o n tr a c t P .L -2 \0

P la n s \0

C iv il \C -1

A m e n d

N /A

D S -1

-B -0

WORK LIMITS

E 602386.17

N 585226.18

E 602433.28

N 585216.93

E 602445.28

N 585285.02

E 602307.66

N 585369.94

SEE SHEET S-901 FOR DETAIL

SHEET PILE COFFERDAM

EL.3.0 ±

EXISTING GRADE

SOIL

2" DIA.

(UNSLOTTED)

STAND PIPE

RISER OR

Port M onm outh R d

P e w s C re e k

K e a n s b u rg L e v e e

0 587 1

12" W

-5

-5 -5

NOTES:

40'20'020'

BOTTOM EL. -7.0

CHANNEL

DIVERSION

TEMPORARY

GRAPHIC SCALE

A N

-P

T M

O N

C T -C I1

C .D .R

S .A .C

C .W .H

E R

N P

L A

D E

W A

T E

G A

N D

C-102

EL. 9.0

TEMPORARY DIVERSION CHANNELA

C-102 NOT TO SCALE

48'

PZ-3

PZ-1

PZ-2

PZ-5

NOT TO SCALE

TYPICAL PIEZOMETER DETAIL

WATER LEVELS DURING CONSTRUCTION.

THE APPROXIMATE LOCATIONS SHOWN TO MONITOR GROUND

13. CONTRACTOR SHALL INSTALL 5 TEMPORARY PIEZOMETERS AT

PLACE AFTER COMPLETION OF CONSTRUCTION ACTIVITIES.

12. LEVEE SHORING ALONG KEANSBURG LEVEE IS TO REMAIN IN

EXISTING KEANSBURG LEVEE.

THE LEVEE. NO EXCAVATION WILL BE PERFORMED BELOW THE

11. EXCAVATION OF UNSUITABLE SOILS WILL BE REQUIRED UNDER

BOTTOM CHANNEL ELEVATION OF -5.0 FT.

CONSTRUCTED, THE CONTRACTOR SHALL MAINTAIN A MINIMUM

TO THE DESIGN CHANNEL BOTTOM ELEVATION OF -7.0 FT. ONCE

10. THE TEMPORARY DIVERSION CHANNEL SHALL BE CONSTRUCTED

THE DIVERSION CHANNEL IS COMPLETE.

9. DO NOT BLOCK FLOW OF PEWS CREEK UNTIL CONSTRUCTION OF

IN HEIGHT OR BE STEEPER THAN 1V : 5H SIDE SLOPES.

OFFSITE. HEIGHT OF STOCKPILED SOILS SHALL NOT EXCEED 5 FT.

THE DESIGNATED STOCKPILE AREA OR APPROPIATELY DISPOSED

8. EXCAVATED UNSUITABLE MATERIAL TO BE STOCKPILED WITHIN

STOCKPILING.

AND BE IN ACCORDANCE WITH NEW JERSEY STANDARDS FOR

LIMITS. MATERIAL MUST BE CONTAINED WITHIN WORK LIMITS

TION MAY BE PLACED IN THE STOCKPILE AREA WITHIN THE WORK

7. EXCAVATED MATERIAL FROM DIVERSION CHANNEL CONSTRUC-

WITH THE NEW JERSEY STANDARDS.

CONTRACTOR TO PROVIDE DETAILED PLANS IN ACCORDANCE

TURBIDITY BARRIER LOCATIONS AND LAYOUTS ARE CONCEPTUAL.

AND MARSH AREAS WITHIN THE WORK LIMITS. SILT FENCE AND

FLOATING TURBIDITY BARRIERS TO BE PROVIDED IN CREEK

MONMOUTH ROAD AND KEANSBURG LEVEE EMBANKMENTS.

6. SILT FENCE TO BE PROVIDED WITHIN WORK LIMITS ALONG PORT

TO THE GOVERNMENT.

SUB-BASE TO BE REPAIRED IN KIND AT NO ADDITIONAL COST

5. ANY DAMAGE TO THE EXISTING ASPHALT ROADWAY AND/OR

EXISTING LEVEE OR ROADWAY SIDE SLOPES.

4. COFFERDAM SYSTEM INSTALLATION SHALL NOT DEGRADE THE

PILE WALL.

3. COORDINATES SHOWN ARE TO THE CENTERLINE OF THE SHEET

AND LEVEE SHORING.

2. REFER TO SHEET S-901 FOR TEMPORARY COFFERDAM DESIGN

ACCORDANCE WITH SPECIFICATION SECTION 35 41 00.

CONTRACTOR IS TO SUBMIT A DEWATERING PLAN IN

ACCORDANCE WITH THE PROJECT SPECIFICATIONS. THE

THE ADEQUACY AND LAYOUT OF THE COFFERDAM SYSTEM IN

OTHER FEATURES. THE CONTRACTOR IS RESPONSIBLE FOR

INCLUDE DETAILS REGARDING EROSION PROTECTION AND

AND FOR GENERAL INFORMATION ONLY. LAYOUT DOES NOT

1. THE TEMPORARY COFFERDAM LAYOUT SHOWN IS CONCEPTUAL

A M

E N

D M

E N

-5

3.2

PZ-4

AREA

STOCKPILE

E 602267.18

N 585141.11 E 602383.22

N 585120.70

E 602321.00

N 585444.00

(PZC-26)

TIP EL. -45.0

TOP OF WALL EL. 4.0

CHANNEL SHEET PILE

TEMPORARY DIVERSION

E 602426.93

N 585384.60

E 602431.97

N 585327.22

TOP EL. 9.0

COFFERDAM

TEMPORARY SHEETPILE

E 602279.38

N 585175.75

SEE NOTE 12.

PIEZOMETER,

TEMPORARY

E 602398.13

N 585294.03

E 602420.89

N 585381.51

E 602406.33

N 585181.82

E 602145.24

N 585211.67

ELEV. 9.0

COFFERDAM AT

TIE IN TEMPORARY

TOP EL. 3.0

CHANNEL SHEETPILE .

TEMPORARY DIVERSION

E 602381.57

N 585134.28

SAFETY BARRIER

TEMPORARY FLOATING

SAFETY BARRIER

TEMPORARY FLOATING

E 602164.00

N 585386.32

E 602161.43

N 585208.84

SCREEN

WELL

SAND

FILLER

SEAL

BENTONITE

WELL CAP

SURFACE

SOIL

R=57.6'

R=59.7'

R=53.4'

R=52.2'

C-102

BOTTOM EL. -7.0

DIVERSION CHANNEL

TEMPORARY

E 602144.48

N 585390.33

ELEV. 9.0

COFFERDAM AT

TIE IN TEMPORARY

(NO EXCAVATION BEYOND THIS POINT)

LEVEE SHORING, TOP EL. 5.0 MIN.

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

M A

R K

D E

S C

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps h tt p /w w w .n a n .u s a c e .a rm y .m il

N E

W Y

O R

U S

A R

M Y E

N G

E E

R D

T R

New York District of Engineers

US Army Corps

P O

R T M

O N

M O

U T

N E

W J

E R

S E

P H

A S

E I I, C

O N

T R

A C

R A

A N B

A Y A

N D S

A N

D Y H

O O

K B

A Y

H U

R R

A N

E A

N D S

T O

R M D

A M

D U

C T

N /A

J A

C K

S O

N V

L E D

T R

C K

S O

N V

L E F

L O

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E N

U M

B E

D A

T E C

R E

A T

E D

S U

B M

T E

D B

D W

N B

E N

A M

D E

N E

D B

Y : C

K D B

M .P

C O

N T

R A

C T N

P L

O T S

C A

L E

S O

A T

N N

U E D

A T

E p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \F lo o d a n d C o a s ta l S to rm D a m a g e R e d u c ti o n \R a ri ta n b a y a n d s a n d y h o o k b a y \P o rt M o n m o u th N

J \P o rt M o n m o u th c o n tr a c t P .L -2 \0

P la n s \0

C iv il \C -1

A m e n d

N /A

D S -1

-B -0

Port M onm outh R d

P e w s C re e k

K e a n s b u rg L e v e e

0 587 1

" W

12" W

-5

NOTES:

8 585253.80 602377.55

7 585297.62 602128.32

PT. NORTHING EASTING

LEVEE PLATFORM

PT. NORTHING EASTING

LEVEE CENTERLINE

LAYOUT COORDINATES

CHANNEL

DIVERSION

TEMPORARY

PT. NORTHING EASTING

17 585324.12 602255.79

16 585328.75 602229.53

15 585307.74 602225.82

14 585303.11 602252.08

GENERATOR BUILDING

PT. NORTHING EASTING

21 585295.93 602258.05

20 585291.24 602284.64

19 585305.03 602287.07

18 585309.62 602260.34

PT. NORTHING EASTING

25 585243.93 602225.97

24 585236.12 602270.28

23 585251.87 602273.06

22 585259.69 602228.74

STOP LOG STORAGE

CONCRETE PAD

FUEL TANK PAD

LAND SIDE

6 585242.19 602217.35

5 585232.12 602274.47

4 585319.80 602289.68

3 585313.81 602323.65

2 585317.32 602326.71

1 585352.07 602129.63

13 585319.64 602261.04

12 585311.72 602259.65

11 585309.62 602271.56

10 585319.51 602273.29

9 585322.64 602255.53

A N

-P

T M

O N

C T -C I1

C .D .R

S .A .C

C .W .H

P U

M P S

T A

N S

E P

L A

W E

S T L

E V

E E A

N D

C-103

40'20'020'

GRAPHIC SCALE

ONSITE.

5. EXCAVATED MATERIAL FROM UTILITY TRENCH TO STOCKPILED

SHALL NOT DEGRADE THE LEVEE SIDE SLOPES.

4. CONSTRUCTION OF LEVEE AT EXISTING KEANSBURG LEVEE

STRUCTURE WALLS TO BE INSTALLED IN THE DRY.

SECTIONS OF SHEETPILE WING WALLS ABUTTING CONCRETE

3. FOR WING WALL DETAILS, SEE SHEETS S-400, S-401, AND S-402.

2. REFER TO SHEET S-901 FOR TEMPORARY COFFERDAM DETAILS.

1. SEE SHEET C-100 FOR SURVEY NOTES.

M E

N D

M E

N T

SHEET PILE

CHANNEL

DIVERSION

TEMPORARY

3.2

FOR DETAIL

SEE SHT C-501

TRUCK GATE

(DETAIL 25)

SHEET E-803 FOR TRENCH DETAIL

10' ELECTRIC EASEMENT, SEE

BASE COURSE

END LIMITS OF

(DETAIL 11)

TRENCH DETAIL

SHEET E-801 FOR

EASEMENT, SEE

10' ELECTRIC

C-301

SEE SHT S-505

STORAGE PAD

STOP LOG

C-301

B-1

24 SEE SHT S-103 FOR DETAIL

TIDE GATE STRUCTURE

FOR DETAIL

SEE SHT S-101

PUMP STATION

INTAKE BAYS

SEE SHT C-501 FOR DETAIL

SECURITY FENCE (TYP.)

COFFERDAM

SHEET PILE

TEMPORARY

(SEE NOTE 3)

WING WALL

(SEE NOTE 3)

WING WALL

(SEE NOTE 3)

WING WALL

(SEE NOTE 3)

WING WALL

(TYP.)

LEVEE TOE

(TYP.)

LEVEE TOE

E 602282.80 N 585187.38

CENTERLINE

LEVEE

(TYP.)

PLATFORM

LEVEE

(TYP.)

BOLLARDS

SHT. E-803 FOR DETAIL

TRANSFORMER PAD, SEE

BINDING AGENT

GRADED GRAVEL, WITH NO

NON-COMPACTED, UNIFORMLY

BINDING AGENT

GRADED GRAVEL, WITH NO

NON-COMPACTED, UNIFORMLY

25' R

DETAIL

SEE SHEET C-301 FOR

WITH NO BINDING AGENT.

GRADED AGGREGATE)

BASE COURSE (DENSE

OCEAN SIDE

BUILDING

CONTROL

PAD

CONCRETE

BUILDING

GENERATOR

DISCHARGE

TANK

FUEL

(TYP.)

PLATFORM

LEVEE

COFFERDAM

SHEET PILE

TEMPORARY

(TYP.)

WORK LIMITS

10'

FREE ZONE

15' VEGETATION

FREE ZONE

15' VEGETATION

RIPRAP

LIMITS OF

RIPRAP

LIMITS OF

(TIDE GATE NOT SHOWN FOR CLARITY)

53' (TIDE GATE FOUNDATION)

NOT SHOWN FOR CLARITY)

(SHEET PILE COFFERDAM

30'

NOT SHOWN FOR CLARITY)

(SHEET PILE COFFERDAM

30'

EL. 3.0 ±

GRADE

EXISTING

RIPRAP

CHANNEL

OF LEVEE

CENTERLINE

GRADE

EXISTING

LEVEE

KEANSBURG

EXISTING

SEE SHEET C-104 FOR GRADES

LEVEE PLATFORM FINAL GRADE,

EL. 15.0

SEE SHEET S-300

PUMP STATION EL. 18.0,

S-209 FOR DETAILS.

SEE SHEETS S-100 THRU

TIDE GATE STRUCTURE,

EL. 15.0

BRIDGE

SERVICE

EXCAVATION)

(LIMITS OF

TOP EL. 9.0

COFFERDAM

SHEETPILE

TEMPORARY

EL. -14.0

STRUCTURE BASE

(LIMITS OF EXCAVATION)

LEVEE SHORING SHEETPILE, TOP EL. 5.0 MIN.

BINDING AGENT

GRAVEL, WITH NO

UNIFORMLY GRADED

8" (NON-COMPACTED)

BINDING AGENT

GRAVEL, WITH NO

UNIFORMLY GRADED

8" (NON-COMPACTED)

AGENT

48 FT.) WITH NO BINDING

AGGREGATE. VARIES 14 TO

COURSE(DENSE GRADED

8" (COMPACTED) BASE

2.5

GENERAL NOTES:

C-103

LANDSIDE OCEANSIDE

EL. 9.0

C-105

C-104

2.5

EL. 4.0

EL. 13.0

"A"

20'10'010'

EL. -7.0

EL. -9.0

SCALE: A

SEE NOTE 1

CHANNEL RIPRAP DETAIL

VARIES APPROXIMATELY 10 TO 55 FT.

FREE ZONE

15' VEGETATION

FREE ZONE

15' VEGETATION

LEVEE SECTION

GRAPHIC SCALE

O V

-P

T M

O N

C T -C

C .D .R

S .A .C

C .W .H

S E

C T

N S A

N D D

E T

C-301

EAST WING WALL FLOODWALL

C-103 SCALE: A

B-1

PROFILE

15'5' 15'

MATERIAL

2' MIN. OF EXCAVATED

SAND TO BE PLACED DURING LOW TIDE.

BE PLACED TO LIMITS SHOWN. GEOTEXTILE AND FILTER

BACKFILLED AND REMOVED, REMAINING RIPRAP SHALL

COFFERDAM SYSTEM. ONCE COFFERDAM SYSTEM IS

4. RIPRAP TO BE INSTALLED IN THE DRY WITHIN THE

MINIMUM SPACING REQUIREMENTS BY MANFACTURER.

OF 5' ALONG THE ENTIRE SLOPE FACE OR USING

12" LONG STEEL PINS SPACED AT MAXIMUM SPACING

DOWN ALONG THE SIDE SLOPES OF THE LEVEE USING

3. THE GEOTEXTILE SHALL BE ANCHORED OR PINNED

CONTROL.

VEGETATION, EXCEPT GRASS SPECIES FOR EROSION

2. VEGETATION FREE ZONES SHALL BE CLEAR OF ALL

IS REMOVED.

IN THE WET AFTER THE TEMPORARY COFFERDAM

RIPRAP AS SHOWN ON SHEET C-105 TO BE PLACED

TEMPORARY COFFERDAM SYSTEM. REMAINING

1. RIPRAP TO BE INSTALLED IN THE DRY WITHIN THE

A M

E N

D M

E N

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

M A

R K

D E

S C

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps h tt p /w w w .n a n .u s a c e .a rm y .m il

N E

W Y

O R

U S

A R

M Y E

N G

E E

R D

T R

New York District of Engineers

US Army Corps

P O

R T M

O N

M O

U T

N E

W J

E R

S E

P H

A S

E I I, C

O N

T R

A C

R A

A N B

A Y A

N D S

A N

D Y H

O O

K B

A Y

H U

R R

A N

E A

N D S

T O

R M D

A M

D U

C T

N /A

J A

C K

S O

N V

L E D

T R

C K

S O

N V

L E F

L O

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E N

U M

B E

D A

T E C

R E

A T

E D

S U

B M

T E

D B

D W

N B

E N

A M

D E

N E

D B

Y : C

K D B

M .P

C O

N T

R A

C T N

P L

O T S

C A

L E

S O

A T

N N

U E D

A T

E p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \F lo o d a n d C o a s ta l S to rm D a m a g e R e d u c ti o n \R a ri ta n b a y a n d s a n d y h o o k b a y \P o rt M o n m o u th N

J \P o rt M o n m o u th c o n tr a c t P .L -2 \0

P la n s \0

C iv il \C -3

A m e n d

N /A

D S -1

-B -0

(TO BE REMOVED)

CHANNEL SHEET PILE.

TEMPORARY DIVERSION

COFFERDAM

SHEET PILE

COFFERDAM

SHEET PILE

(TYP.)

FILL

GRADE EL. VARIES

MATCH EXISTING

FENCE

EL. VARIES

GRADE

EXISTING

MATCH

EL. VARIES

GRADE

EXISTING

MATCH

AWAY FROM TOE

SLOPE TO DRAIN

FENCE

STONE

6" BEDDING

EL. -9.0EL. -9.0 EL. -9.0 EL. -9.0

TO EL. -10.0 WITHIN SHEETPILE COFFERDAM

EXCAVATION FROM EXISTING GRADE

EL. 9.0

(TO BE BACKFILLED)

DIVERSION CHANNEL

TEMPORARY

VARIES 79' ± TO 84' ± VARIES 92' ± TO 97' ±

93' ±

GRADE TO EL. -10.0

EXCAVATION FROM EXISTING

GEOTEXTILE

STONE

9" BEDDING

GEOTEXTILE

STONE

9" BEDDING

PROTECTION

1.5' STONE

DRAIN

SLOPE TODETAIL

SHEET S-400 FOR

WING WALL, SEE

GRADE EL. VARIES

MATCH EXISTING

AWAY FROM TOE

SLOPE TO DRAIN

PROTECTION

1.5' STONE

PROTECTION

1.5' STONE

PROTECTION

4' STONE

PROTECTION

4' STONE

(SEE NOTE 3)

GEOTEXTILE

(SEE NOTE 3)

GEOTEXTILE

FROM EL. -10.0 T0 EL. -14.0

TRANSITION EXCAVATION DEPTH

(TYP.)

FILL

MATERIAL OR

EXCAVATED

STONE

6" BEDDING

EL 15.0

53'-0"

EL 15.0

E L

3'-6" 2'-0"R

EL 15.0

E L

6" CONC SLAB

PLATFORM EL 15.0

MAINTENANCE

EL -9.0E

L .0

C U

R B

C U

R B

E L

EL 15.0

BELOW

BREAST WALL

23'-0"30'-0"

BATTER

11'-6"

4'-2"

5'-0" 16'-0"

2'-0"51'-0"

4'-0"R

21'-0" 10'-0"

4'-0" 3'-0"

SEE S-403

SLIP JOINT,

FOR SHEET PILE

SEE S-403

SLIP JOINT,

FOR SHEET PILE

CLJ

14'-0"

6'-8"7'-4"

6'-8"6'-8"

GATE HEATER CIRCUITS

12"x18" PULL BOX FOR

GATE HEATER CIRCUITS

17"x30" PULL BOX FOR

GATE HEATER CIRCUITS

12"x18" PULL BOX FOR

CL STRUCTURE

CL SERVICE BRIDGE CL GATE SLOT

(TYP)

SLOPESLOPE

SLOPE

S L

O P

PLAN EL 15.0

SCALE: A

KEY NOTES:

PUMP STATION NOT SHOWN FOR CLARITY

NOTES:

"B" 3'2'1'06"12''

"A" 12'8'4'024"48''

GRAPHIC SCALES

S-206

S-705

S-203

S-202

S-705

S-202

S-208A

S L

O P

LAND SIDE

OCEAN SIDE

A N

T M

O N

C T -S

G N

G .J .L

T .L

B .J .S

S T

R U

C T

U R

A L

P L

A N E

E G

A T

S-201

S-208 S-205

(OPPOSITE HAND)

3 STAFF GAGE RECESS BELOW

" EXPANSION JOINT2

1 DISBONDED JOINT

S-208A

BY INSERTION OF SUITABLE BOND BREAKER.

2. CLJ TO BE CONSTRUCTED IN FLOWABLE FILL

1. WORK THIS DRAWING WITH DWG NO. S-300.

E V

E D T

O A

D D H

E A

T E

R S

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

M A

R K

D E

S C

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps h tt p /w w w .n a n .u s a c e .a rm y .m il

N E

W Y

O R

U S

A R

M Y E

N G

E E

R D

T R

New York District of Engineers

US Army Corps

P O

R T M

O N

M O

U T

N E

W J

E R

S E

P H

A S

E I I, C

O N

T R

A C

R A

A N B

A Y A

N D S

A N

D Y H

O O

K B

A Y

H U

R R

A N

E A

N D S

T O

R M D

A M

D U

C T

N /A

J A

C K

S O

N V

L E D

T R

C K

S O

N V

L E F

L O

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E N

U M

B E

D A

T E C

R E

A T

E D

S U

B M

T E

D B

D W

N B

E N

A M

D E

N E

D B

Y : C

K D B

M .P

C O

N T

R A

C T N

P L

O T S

C A

L E

S O

A T

N N

U E D

A T

E p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \F lo o d a n d C o a s ta l S to rm D a m a g e R e d u c ti o n \R a ri ta n b a y a n d s a n d y h o o k b a y \P o rt M o n m o u th N

J \P o rt M o n m o u th c o n tr a c t P .L -2 \0

P la n s \0

S tr u c tu re s \S -2

N /A

D S -1

-B -0

3" CHAMFER

MAINTENANCE PLATFORM

R2'-0" R2'-0"

10"

1"R

2'-0" 14'-0" 3'-6" 4'-2"

EL 15.0 TO EL 39.75

3"x3" CHAMFER

PGL EL 15.13

(BEYOND)

MK S-705-1

3" CHAMFER

10'-0"4'-0" 3'-0"

23'-0" 30'-0"

10'-0"

53'-0"

1'-4"

9'-2" 21'-10"

14'-0"

"8 11'-8 "8

11'-8

1'-4"

23'-0"30'-0"

10'-0"

53'-0"

"8 79"8

"4 112'-3

4'-2" 3'-6"

4'-0"3'-0"

MK S-212-4

MK S-705-2

14'-0"

7'-0"

W/ 3" CHAMFER

CONSTRUCTION BLOCKOUT

2'-6"2'-6" 2'-6" 2'-6"

C.J.

1'-3"

"8 31'-10

TO EL 4.0

PLATE EL -14.0

PZC ANCHOR

EMBEDDED

CENTER DRAIN AT MID SPAN

3-3" DIA DRAINS @ 5FT SPA

"4 112'-3

@ EL 12.75

TUBE RECESS

HEATER CABLE

TUBE RECESS

HEATER CABLE

RECESS @ EL 12.75

HEATER CABLE TUBE

TO EL 13.0

PLATE EL-14.0

PZC ANCHOR

EMBEDDED

(TYP)

KEY NOTES:

EL 15.0

EL 10.0

EL 15.5

CL SERVICE BRIDGE

SLOPE

EL 15.0

EL 13.0

TRANSITION

A N

T M

O N

C T -S

.d g n

G .J .L

T .L

B .J .S

S T

R U

C T

U R

A L

S E

C T

N S

E G

A T

S-202 "A"

12'8'4'024"48''

GRAPHIC SCALES

S-212 SECTION

SCALE: AS-201

SECTION

SCALE: AS-201

S-202

S-204

DETAIL

SCALE: B

S-202

DETAIL

SCALE: B

S-202

EL 15.0

EL 46.5

EL -9.0

EL -14.0

EL -8.5

S-212

EL 15.0

EL -9.0

EL -14.0

"B" 24"12" 0 2' 4' 6' 8' 10'

SLOPE

OCEAN SIDE

LAND SIDE

SLOT

GATE

SLOT

GATE

S-204

LAND SIDE

OCEAN SIDE

4 9" PVC RIBBED WATERSTOP

" EXPANSION JOINT2

2 DISBONDED JOINT WITH 2 LAYERS 30# FELT

1 STAFF GAGE RECESS

S-203

EL -8.5

CJ EL 29.0 CJ EL 29.0

CJ EL 1.0 CJ EL 1.0

BRIDGE

SERVICE

BRIDGE

SERVICE

EL -11.5

EL -11.5 EL -11.5

CJ EL 4.0

EL 13.0

EL 46.5

EL 12.75

R E

E D T

O A

D D H

E A

T E

R S

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

M A

R K

D E

S C

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps h tt p /w w w .n a n .u s a c e .a rm y .m il

N E

W Y

O R

U S

A R

M Y E

N G

E E

R D

T R

New York District of Engineers

US Army Corps

P O

R T M

O N

M O

U T

N E

W J

E R

S E

P H

A S

E I I, C

O N

T R

A C

R A

A N B

A Y A

N D S

A N

D Y H

O O

K B

A Y

H U

R R

A N

E A

N D S

T O

R M D

A M

D U

C T

N /A

J A

C K

S O

N V

L E D

T R

C K

S O

N V

L E F

L O

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E N

U M

B E

D A

T E C

R E

A T

E D

S U

B M

T E

D B

D W

N B

E N

A M

D E

N E

D B

Y : C

K D B

M .P

C O

N T

R A

C T N

P L

O T S

C A

L E

S O

A T

N N

U E D

A T

E p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \F lo o d a n d C o a s ta l S to rm D a m a g e R e d u c ti o n \R a ri ta n b a y a n d s a n d y h o o k b a y \P o rt M o n m o u th N

J \P o rt M o n m o u th c o n tr a c t P .L -2 \0

P la n s \0

S tr u c tu re s \S -2

N /A

D S -1

-B -0

7'-0"12'-0"4'-2"

39'-0"7'-0"

3'-6"

14'-0"

5'-0"5'-0"

R5'-0"

R2'-0"

1"1"

PAIRS @ 24" OC (TYP)

BOLT, 12"x3" IN

" DIA ANCHOR

3GATE SILL PLATE

BLOCKOUT FOR

@ EL -8.5

WEIR CREST

OR PIER

ABUTMENT

53'-0" 19'-0"21'-0"

93'-0"

1'-7"

2'-6" 2'-6"

30'-0" 23'-0"

MK S-705-2

EL 15.0 TO 39.75

3" CHAMFER

11'-6"

2'-6" 2'-6"

5'-0"

EL 15.0 TO EL -14.0

PZC CONNECTOR

OF SILL

GROUT AFTER INSTALLATION

RECESS @ EL 12.75

HEATING CABLE TUBE

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

M A

R K

D E

S C

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps h tt p /w w w .n a n .u s a c e .a rm y .m il

N E

W Y

O R

U S

A R

M Y E

N G

E E

R D

T R

New York District of Engineers

US Army Corps

P O

R T M

O N

M O

U T

N E

W J

E R

S E

P H

A S

E I I, C

O N

T R

A C

R A

A N B

A Y A

N D S

A N

D Y H

O O

K B

A Y

H U

R R

A N

E A

N D S

T O

R M D

A M

D U

C T

N /A

J A

C K

S O

N V

L E D

T R

C K

S O

N V

L E F

L O

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E N

U M

B E

D A

T E C

R E

A T

E D

S U

B M

T E

D B

D W

N B

E N

A M

D E

N E

D B

Y : C

K D B

M .P

C O

N T

R A

C T N

P L

O T S

C A

L E

S O

A T

N N

U E D

A T

E p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \F lo o d a n d C o a s ta l S to rm D a m a g e R e d u c ti o n \R a ri ta n b a y a n d s a n d y h o o k b a y \P o rt M o n m o u th N

J \P o rt M o n m o u th c o n tr a c t P .L -2 \0

P la n s \0

S tr u c tu re s \S -2

N /A

D S -1

-B -0

"B" 3'2'1'06"12''

EL -9.0

EL 15.0

EL -14.0

EL 46.5

SLOPESLOPE

SECTION

SCALE: BS-202

DETAIL

SCALE: B

S-203

SECTION

SCALE: AS-201

"A" 12'8'4'024"48''

GRAPHIC SCALES

CL GATE

CL SILL PLATE

CL GATE

A N

T M

O N

C T -S

.d g n

G .J .L

T .L

B .J .S

S T

R U

C T

U R

A L

S E

C T

N S

E G

A T

S-203

S-204

LAND SIDE

OCEAN SIDE

LAND SIDE OCEAN SIDE

CL BRIDGE

CJ EL 29.0

S-203

EL 15.0

CJ EL 1.0

EL 11.5

EL -11.5 BEYOND

DOUBLE WATERSTOP

EL -11.5 BEYOND

DOUBLE WATERSTOP

R E

E D T

O A

D D H

E A

T E

R S

GATE SLOT (TYP)

BREAST WALLBREAST WALL

EL 10.0 EL 10.0

GATE SILL PLATE EL -8.5 (TYP)

SILL BLOCK OUT (TYP)

2'-10"1'-2"1'-2"1'-8"1'-2"1'-2"2'-10"

60'-0"

PLATFORM

MAINTENANCE PLATFORM

MAINTENANCE

C.J.

4'-0"4'-0"4'-0"

BATTER

24'-0"

NOTCH NOTCH

MK S-212-7

"2 123'-7

BATTER

67'-0"

6'-0"4'-0"24'-0"4'-0"24'-0"5'-0"

24'-0"

CLJ

CJ CJ

CJCJ

CJ (TYP)

TUBE RECESS

HEATER CABLE

11" HIGH

TUBE RECESS

HEATER CABLE

11" HIGH

BREAST WALL

"8 52"8

"8 32"

4" THERMISTOR TUBE

GATE HEATER CIRCUITS

12"x18" PULL BOX FOR

GATE HEATER CIRCUITS

17"x30" PULL BOX FOR

GATE HEATER CIRCUITS

12"x18" PULL BOX FOR

1" PULL BOX DRAIN 1" PULL BOX DRAIN

1" PULLBOX DRAIN

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

M A

R K

D E

S C

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps h tt p /w w w .n a n .u s a c e .a rm y .m il

N E

W Y

O R

U S

A R

M Y E

N G

E E

R D

T R

New York District of Engineers

US Army Corps

P O

R T M

O N

M O

U T

N E

W J

E R

S E

P H

A S

E I I, C

O N

T R

A C

R A

A N B

A Y A

N D S

A N

D Y H

O O

K B

A Y

H U

R R

A N

E A

N D S

T O

R M D

A M

D U

C T

N /A

J A

C K

S O

N V

L E D

T R

C K

S O

N V

L E F

L O

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E N

U M

B E

D A

T E C

R E

A T

E D

S U

B M

T E

D B

D W

N B

E N

A M

D E

N E

D B

Y : C

K D B

M .P

C O

N T

R A

C T N

P L

O T S

C A

L E

S O

A T

N N

U E D

A T

E p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \F lo o d a n d C o a s ta l S to rm D a m a g e R e d u c ti o n \R a ri ta n b a y a n d s a n d y h o o k b a y \P o rt M o n m o u th N

J \P o rt M o n m o u th c o n tr a c t P .L -2 \0

P la n s \0

S tr u c tu re s \S -2

N /A

D S -1

-B -0

FGEL 15.0

EL 46.5

EL -9.0

EL -14.0

GRAPHIC SCALES

"A" 12'8'4'024"48''

P U

M P S

T A

N N

O T S

H O

W N F

O R C

L A

NOTES:

BREAST WALL

SCALE: B

"B" 6'4'2'012"24''

CL GATE SLOT

EL 10.0

EL 13.0

PLAN, EL 13.0

SECTION

SCALE: AS-201

S-209

LAND SIDE ELEVATION

A N

T M

O N

C T -S

G N

G .J .L

T .L

B .J .S

S T

R U

C T

U R

A L

S E

C T

B R

E A

S T W

A L

E G

A T

S-206

OCEAN SIDE

LAND SIDE

CJ EL 1.0 CJ EL 1.0

1. WORK THIS DRAWING WITH DWG NO. S-305 AND DWG NO. S-306.

BREAST WALL

EL -11.5 (TYP)

CL STRUCTURE

S-206

DETAIL

SCALE: C

S-206

RIGHT SIDE IS OPPOSITE

NOTE: LEFT SIDE IS SHOWN,

"C"

2'1'01'

R E

E D T

O A

D D H

E A

T E

R S

MC18

" SKIN2

MC18

" SKIN2

MC18

MC 18X58 (TYP)

CENTERLINE OF WEB

AT 2' O.C. ALONG

12 HOLES SPACED

DOUBLE MC'S ONLY,

2" DIA. WEEPHOLES,

PLATE STIFFENERS

AND NOT WITHIN 3" OF

VERTICAL CHANNELS

MID-SPAN BETWEEN

7 HOLES LOCATE AT

BOTTOM MC ONLY,

3" DIA. WEEPHOLES,

10"

2'-0"

2'-9""4 33'-5 2'-9" "4

33'-5

1'-3"

"2 17 "2

(TYP)

1" CHAMFER

(TYP)

" DIA4

" X 15" X 10"2

" X 15"2 1" X 52

" PLATE2

TOP GATE SEAL

70 BOLTS @ 4" OC = 23'-0"

O C

T Y

B O

L T S

Y P

3" (TYP)

2 SPACES @ 4" OC (TYP)

3" (TYP)3 SPACES @ 4"OC 3 SPACES @ 4" OC

BOTTOM GATE SEAL

SIDE GATE SEAL

MC18

" x 45 DEG CHAMFER8

6" O/C STAGGARD

WASHERS AND NUT AT

SST 1"-8X3" LONG WITH

" SKIN PLATE2

G A

S K

E T

R U

B B

E R

GRAPHIC SCALES

"B" 03''6''9''12'' 1'

TYP

S-702

SECTION

SCALE: BS-700

CL ROLLER CL

SECTION

SCALE: CS-700

T O

P L

E A

F B

O T

T O

M L

E A

DETAIL

SCALE: B

S-700

ROLLER

C 15" O.D.L

SCALE: A

GATE ELEVATION

OCEAN SIDE

S T

R U

C T

U R

A L

S E

C T

N S A

N D D

E T

S L

T G

A T

S-701

J .M .L

A N

G .J .L

M .R .T

T M

O N

C T -S

G N

ROLLER

C 15" O.D.L

ROLLER

C 15" O.D.L

ROLLER

C 15" O.D.L

ROLLER

C 15" O.D.L

ROLLER

C 15" O.D.L

ROLLER

C 15" O.D.L

ROLLER

C 15" O.D.L

C GATEL

"C" 3'2'1'06"12''

"A" 12" 6" 0 1' 2' 3' 4' 5'

SECTION

SCALE: BS-700

TYP

PROVIDE SLEEVES AND TURNBUCKLE FOR TIGHTENING.

" DIA HOLES.4

1" SS STRANDED WIRE THROUGH 16

1THREAD

NOTES:

(FOR LOCATION, SEE GATE ELEVATION DWG NO S-700)

E V

E D G

A T

E S

E A

L S

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

M A

R K

D E

S C

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps h tt p /w w w .n a n .u s a c e .a rm y .m il

N E

W Y

O R

U S

A R

M Y E

N G

E E

R D

T R

New York District of Engineers

US Army Corps

P O

R T M

O N

M O

U T

N E

W J

E R

S E

P H

A S

E I I, C

O N

T R

A C

R A

A N B

A Y A

N D S

A N

D Y H

O O

K B

A Y

H U

R R

A N

E A

N D S

T O

R M D

A M

D U

C T

N /A

J A

C K

S O

N V

L E D

T R

C K

S O

N V

L E F

L O

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E N

U M

B E

D A

T E C

R E

A T

E D

S U

B M

T E

D B

D W

N B

E N

A M

D E

N E

D B

Y : C

K D B

M .P

C O

N T

R A

C T N

P L

O T S

C A

L E

S O

A T

N N

U E D

A T

E p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \F lo o d a n d C o a s ta l S to rm D a m a g e R e d u c ti o n \R a ri ta n b a y a n d s a n d y h o o k b a y \P o rt M o n m o u th N

J \P o rt M o n m o u th c o n tr a c t P .L -2 \0

P la n s \0

S tr u c tu re s \S -7

N /A

D S -1

-B -0

0.7496

0.7500

0.7502

0.7505

L E

A F

T O

P L E

A F

B O

T T

O M

TYP. CL

HOLES ---------- DIA.. LOCATE DOWELS ALONG GATE CENTER AS INDICATED BELOW

PROVIDE 4 ALIGNMENT DOWELS ---------- DIA. x 2" LONG. DRILL AND REAM

TYPE 316 (UNS S31600) AND NUTS SHALL BE TYPE 218 (UNS S21800)

AT 6" ALTERNATING CENTERS. BOLTS AND WASHERS SHALL BE

TO BE SST). INSTALL 1" DIA. BOLTS (SST) W/NUT, AND WASHERS

APPROXIMATE 1/3 POINTS OF HORIZ. CHANNELS. (ALL DOWELS

ONE DOWEL NEAR EACH END OF GATE AND ONE AT EACH

AT FINAL SHOP ASSEMBLY AND ALIGNMENT AS FOLLOWS:

STUD

" 4 1"-13 x 22

(TYP)

4" OC

"8 123'-10

LIFT PLATE

BOTTOM OF

EACH SIDE (TYP)

" X 5" DIA16

11FILLER PLATE

(TYP)

" DIA HOLE16

"2 14 "2

14 5"

2" 5" 5" 2"

1'-2"

PLATE

" STIFFENER2

11'-5

1'-5" "2

23'-8 1/4"

"8 1R

(TYP)

"16

4" OC (TYP)

"8 74"8

"16

5R " (TYP)16

(TYP)

4" OC "

4""4 14 "4

" (TYP)16

1L 5x3x

"16 111 "16

" BOTTOM FACE8

23'-7"

" (TYP)16

HOLES @ 4" OC MAX

15HOLE SPACING VARIES5"

"2 118'-11

STUD (TYP)

" 4 1"-13 x 22

" BAR2

1"x12

CLAMP BAR AND

SEAL, BOTTOM

AROUND BOTTOM

COPE 5" LEG TO FIT

"8 1R

" (TYP)16

1L 5x3x

4" OC (TYP)"2

145""2

"2 118'-11

"4 32 "4

"4 3R

" RADIUS8

" (TYP)16

"2 15"2

" (TYP)16

11" BOTTOM FACE8

"4 3R

"16 92X

7"4" OC (TYP)

"16 919'-

"16

SCALE: A

WELDMENT DETAILS

NOTE:

TYPICAL SKIN PLATE WELDMENT WITH MC18.

MC18

M C

8 MC18

TYP

TYP TYP

TYP

1/4

1/4 1/4

1/4

GRAPHIC SCALES

"A" 12''6''3''0

MATL: STAINLESS STEEL 2 REQ'D (1 LEFT HAND, 1 RIGHT HAND)

SIDE CLAMP BAR MK. S-704-3

MATL: STAINLESS STEEL 1 REQ'D

TOP GATE SEAL MK. S-704-1

MATL: STAINLESS STEEL 2 REQ'D (1 LEFT HAND, 1 RIGHT HAND)

SIDE GATE SEAL MK. S-704-2

MATL: STAINLESS STEEL 1 REQ'D

TOP CLAMP BAR MK. S-704-5

MATL: STAINLESS STEEL 1 REQ'D

BOTTOM CLAMP BAR MK. S-704-4

A N

T M

O N

C T -S

G N

G .J .L

J .M .L

M .R .T

S T

R U

C T

U R

E S

D E

T A

T G

A T

S-704

MATL: ASTM A572, GR50 4 REQ'D PER GATE

LIFT BRACKET MK. S-704-6

MATL: ASTM A572, GR50 26 REQ'D PER GATE

STIFFENER PLATE MK. S-704-7

"B" 03''6''9''12'' 1'

GENERAL WELDING NOTES:

MUST CLEARLY BE SHOWN ON SHOP DRAWINGS.

PROVIDED CONTINUOUS FULL PENETRATION WELDS ARE USED AND SPLICES OCCUR AT VERTICAL MC 18X42.7'S. SPLICES

7A. SPLICING OF THE MC 18X42.7 CHANNELS WILL NOT BE PERMITTED. SPLICING OF THE 1/2" SKIN PLATE WILL BE ALLOWED

6A. " GENERAL WELDING NOTES " APPLY TO DETAILS AND CONNECTIONS AS SHOWN ON THE VERTICAL LIFT GATE DWGS.

5A. FLUSH WELD JOINTS IN CONTACT WITH OTHER SURFACES ( I.E., SKIN PLATE, GUSSET PL'S, ETC. )

THIS MANNER.

4A. WELDING SYMBOLS SHOWN THUS, TYP. MEANS THAT SIMILAR JOINTS IN THIS VIEW SHALL BE WELDED IN

3A. WHERE STAINLESS STEEL IS WELDED, USE APPROPRIATE E316L-XX STAINLESS STEEL FILLER MATERIAL.

DRAWINGS SHALL BE THE EFFECTIVE LENGTH.

2A. CLEARLY DISTINGUISH BETWEEN SHOP AND FIELD WELDS ON SHOP DRAWINGS. LENGTH OF WELD SHOWN ON THE

OF WELDS REQUIRED. SUBMIT DETAILED INFORMATION FOR APPROVAL.

1A. WELDING SYMBOLS ARE THOSE ADOPTED BY THE AMERICAN WELDING SOCIETY AND INDICATE ONLY SIZE AND TYPE

FABRICATION SHALL BE IN ACCORDANCE WITH AWS D1.6 (2007).

9A. QUALIFICATIONS, WELDING, AND INSPECTIONS OF STAINLESS STEEL FOR GATE AND GATE APPURTENCES, AND EMBEDIENTS

WITH AWS D1.1 (2015).

8A. QUALIFICATIONS, WELDING, AND INSPECTIONS OF STRUCTURAL STEEL GATE FABRICATION SHALL BE IN ACCORDANCE

E V

E D D

E N

N S I

N D

E T

S /1

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

M A

R K

D E

S C

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps h tt p /w w w .n a n .u s a c e .a rm y .m il

N E

W Y

O R

U S

A R

M Y E

N G

E E

R D

T R

New York District of Engineers

US Army Corps

P O

R T M

O N

M O

U T

N E

W J

E R

S E

P H

A S

E I I, C

O N

T R

A C

R A

A N B

A Y A

N D S

A N

D Y H

O O

K B

A Y

H U

R R

A N

E A

N D S

T O

R M D

A M

D U

C T

N /A

J A

C K

S O

N V

L E D

T R

C K

S O

N V

L E F

L O

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E N

U M

B E

D A

T E C

R E

A T

E D

S U

B M

T E

D B

D W

N B

E N

A M

D E

N E

D B

Y : C

K D B

M .P

C O

N T

R A

C T N

P L

O T S

C A

L E

S O

A T

N N

U E D

A T

E p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \F lo o d a n d C o a s ta l S to rm D a m a g e R e d u c ti o n \R a ri ta n b a y a n d s a n d y h o o k b a y \P o rt M o n m o u th N

J \P o rt M o n m o u th c o n tr a c t P .L -2 \0

P la n s \0

S tr u c tu re s \S -7

N /A

D S -1

-B -0

BOTTOM FACE

TOP VIEW

FRONT VIEW

TOP VIEW

FRONT VIEW

FRONT VIEW SIDE VIEW

" RADIUS 8

@ 24" OC (TYP)

" x 3" 8 3SST BAR 2" x

"4 12'-6

3"x3" CHAMFER

1 ON 4 BEVEL

"4 12'-6

3" "4 12'- 3"

"4 12'-6

1 ON 4 BEVEL

""2

12 5

3"3"

1SST P

STUD @ 12" OC (TYP)

"x4" HEADED 2

1SST,

"4 12'-"

RAIL REF. (TYP)

STUD @ 12" OC (TYP)

"x4" HEADED 2

1SST,

"(TYP)2

1" x 22

1SST P

"x 1'-2" (TYP)2

1SST P

"8 11'- "8

11'-

3" 3"

STUD @ 12" OC (TYP)

"x4" HEADED 2

1SST,

STUD @ 12" OC (TYP)

"x 4" HEADED 2

1SST,

3"3"

"16 x24'-0"2 1SST L 3x3x x24'-0"2 1SST L 3x3x

O L E

O C

HEADED PLUG

316 SST SQUARE

1" DIA THREADED

TAP SST PLATE FOR

"4 11'-3

CABLE TUBE (TYP)

SST SCH40 1" PIPE HEATING

HEATING CABLE TUBE

SST SCH40 1" PIPE

1SST P

STUD @ 12" OC (TYP)

"x4" HEADED 2

1SST, 3"

3"3""

"(TYP)2

1" x 22

1SST P

STUD @ 12" OC (TYP)

"x4" HEADED 2

1SST,

O P

E N

O P

E N

CABLE TUBE (TYP)

SST SCH40 1" PIPE HEATING

NEOPRENE GASKET (TYP)

SST 4"x1/8"x12" COVER W/ 1/16"

8 NO.10-24 SCREWS (TYP)

NEOPRENE GASKET AND

SST COVER W/ 1/16"

1/16" NEOPRENE GASKET (TYP)

SST 3 3/4"x1/8"x12" COVER W/

EQ SPACED (TYP)

4 SST NO. 10-24 SCREW

HEADED PLUG (TYP)

316 SST SQUARE

1" DIA THREADED

STUD @ 18" OC (TYP)

DIAMETER THREADED

FULL BASE

" DIA x 3", SST,4

THERMISTOR TUBE

" PIPE 4

3SST SCH40

THERMISTOR TUBE

" PIPE 4

3SST SCH40

"4 12'-6

1'-4"

"4 38 "8

52 "4 17 "8

52 9"

"4 12'-

1'-4"

10" "8

79 THERMISTOR TUBE

" PIPE 4

3SST SCH40

THERMISTOR TUBE

" PIPE 4

3SST SCH40

HEATING CABLE TUBE

SST SCH40 1" PIPE

O P

E N

7"7"

1'-3"

1'-0"

HEATING CABLE TUBE

SST SCH40 1" PIPE

" x 24'-0"8 5 SST 5"x

"8 31"8

3" 3"

ALT. CENTERS

1" DIA WEEP HOLE @ 6"

" x 3" @ 24" OC8 3SST BAR 2" x x 24'-0" (TYP)2 1SST L 3x3x

" x 24'-0"8 5 SST 5"x

"-16 HEX NUT (TYP)4

3SST

"-16 THREAD4

HOOKED BOLT (TYP)

" DIA, 12" x 3" 4

3SST

" NPT REDUCER4

SST SCH40 1" NPT x

SST SCH40 1" NPT CAP

SST SCH40 1" PIPE

MK S-705-2

OPENING

EL 15.0

TYP

(TYP)

SCALE: A

TOP VIEW "A"

12''6''3''0

"B" 03''6''9''12'' 1'

GRAPHIC SCALES

S E

T M

O N

C T -S

.d g n

G .J .L

T .L .L

M .R .T

S T

R U

C T

U R

A L

D E

T A

M E

T A

L F

A B

A T

S-705

T H

R E

A D

E D S

T U

D S

O C P

E R S

x S

S T F

U L L B

A S

E D

SECTION

SCALE: BS-705

BBDETAIL

SCALE: NTS

S-705

2 REQ'DMATL: DUPLEX SST, GRADE 2205 (UNS 32205)

SEAL PLATE MK. S-705-1

MATL: DUPLEX SST, GRADE 2205 (UNS 32205)

2 RIGHTHAND REQ'D

2 LEFTHAND REQ'D

GATE SLOT EMBED MK. S-705-2

SECTION

SCALE: AS-705

S-705

EL -8.5

SECTION

SCALE: BS-705

FRONT VIEW

SCALE: B

S-705

EL -1.0

DETAIL

SCALE: NTS

S-705

(TYP)2

S-705

SECTION

SCALE: BS-705

TYP

EL 12.75

EL -4.0

NOTES:

OWNER.

DETENT PIN D-RING FALL ARREST ANCHORS BY

DBI-SALA CONCRETE DETENT SOCKETS AND

PLUGS ARE FOR FUTURE INSTALLATION OF

1. 1" DIA THREADED HOLES AND SQUARE HEADED

@ EL -0.33

SPACING BEGINNING

@ 4'-0" O.C. VERTICAL

R E

P L

A C

E D D

R A

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

M A

R K

D E

S C

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps h tt p /w w w .n a n .u s a c e .a rm y .m il

N E

W Y

O R

U S

A R

M Y E

N G

E E

R D

T R

New York District of Engineers

US Army Corps

P O

R T M

O N

M O

U T

N E

W J

E R

S E

P H

A S

E I I, C

O N

T R

A C

R A

A N B

A Y A

N D S

A N

D Y H

O O

K B

A Y

H U

R R

A N

E A

N D S

T O

R M D

A M

D U

C T

N /A

J A

C K

S O

N V

L E D

T R

C K

S O

N V

L E F

L O

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E N

U M

B E

D A

T E C

R E

A T

E D

S U

B M

T E

D B

D W

N B

E N

A M

D E

N E

D B

Y : C

K D B

M .P

C O

N T

R A

C T N

P L

O T S

C A

L E

S O

A T

N N

U E D

A T

E p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \F lo o d a n d C o a s ta l S to rm D a m a g e R e d u c ti o n \R a ri ta n b a y a n d s a n d y h o o k b a y \P o rt M o n m o u th N

J \P o rt M o n m o u th c o n tr a c t P .L -2 \0

P la n s \0

S tr u c tu re s \S -7

N /A

D S -1

-B -0

TYP

- 122

EL 12.75

EL -4.0

- 122

TYP

- 122

"16

1'-0"R

"8 3R

1"4

" (TYP)2

" (TYP)32

"16

"32 13R

STUD @ 12" OC (TYP)

"x4" HEADED 2

1SST,

" (TYP)2

1SST P

"2 1"4

12'-

RAIL REF. (TYP)

3" "4 12'- 3"

"16

1SST P

"4 12'-6

STUD @ 12" OC (TYP)

"x4" HEADED 2

1SST,

"4 12'-6

"4 12'- 3"

1SST P

STUD @ 12" OC (TYP)

"x4" HEADED 2

1SST,

OPENING

ACCESS

GATE

1SST P

"4 1" x 2'-62

1SST P 6"x

3" 3"

"4 32'-3

"4 12'-6

1'-4"

1SST P

"8 3" x 16'-52

SST P 11"x

"8 3" x 16'-52

SST P 11"x

"8 3" x 16'-22

1"x 4

1SST P 2'-6

"8 3" x 18'-82

SST P 1'-2" x

3" 3"

STUD @ 12" OC (TYP)

"x 4" HEADED 2

1SST,

CHAMFER

3" x 3"

STUD @ 18" OC (TYP)

BASE DIA THREADED

" DIA x 3", SST, FULL 4

"4 11'-3

3" "4 12'- 3"

"16

1SST P

"4 12'-6

STUD @ 12" OC (TYP)

"x4" HEADED 2

1SST,

1'-4"

STUD @ 18" OC (TYP)

BASE DIA THREADED

" DIA x 3", SST, FULL 4

STUD @ 12" OC (TYP)

"x4" HEADED 2

1SST,

1'-0"

JUNCTION BOX WITH COVER

WEATHER PROOF SINGLE GANG

" PIPE THERMISTOR TUBE4

3SST SCH40

(TYP)

HEADED PLUG

316 SST SQUARE

1" DIA THREADED

HEADED PLUG (TYP)

316 SST SQUARE

1" DIA THREADED

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

M A

R K

D E

S C

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps h tt p /w w w .n a n .u s a c e .a rm y .m il

N E

W Y

O R

U S

A R

M Y E

N G

E E

R D

T R

New York District of Engineers

US Army Corps

P O

R T M

O N

M O

U T

N E

W J

E R

S E

P H

A S

E I I, C

O N

T R

A C

R A

A N B

A Y A

N D S

A N

D Y H

O O

K B

A Y

H U

R R

A N

E A

N D S

T O

R M D

A M

D U

C T

N /A

J A

C K

S O

N V

L E D

T R

C K

S O

N V

L E F

L O

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E N

U M

B E

D A

T E C

R E

A T

E D

S U

B M

T E

D B

D W

N B

E N

A M

D E

N E

D B

Y : C

K D B

M .P

C O

N T

R A

C T N

P L

O T S

C A

L E

S O

A T

N N

U E D

A T

E p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \F lo o d a n d C o a s ta l S to rm D a m a g e R e d u c ti o n \R a ri ta n b a y a n d s a n d y h o o k b a y \P o rt M o n m o u th N

J \P o rt M o n m o u th c o n tr a c t P .L -2 \0

P la n s \0

S tr u c tu re s \S -7

N /A

D S -1

-B -0

TYP

TOP VIEW

FRONT VIEW

TYP

EL 46.5

EL 15.0

(TYP)

"A" 12''6''3''0

"B" 03''6''9''12'' 1'

GRAPHIC SCALES

S E

T M

O N

C T -S

.d g n

G .J .L

T .L .L

M .R .T

S T

R U

C T

U R

A L

D E

T A

M E

T A

L F

A B

A T

S-706

FRONT VIEW

SCALE: B

x S

S T F

U L L B

A S

E D

H R

E A

D E

D S

T U

D S

O C

MATL: STAINLESS STEEL 1 SHIM SET PER BOLT PAIR REQ'D

RAIL SHIM MK. S-706-3

" THICK SHIMS16

1 2, " THICK SHIMS AND 8

1NOTE: A SHIM SET CONSISTS OF 3,

MATL: STAINLESS STEEL

2 RIGHTHAND REQ'D

2 LEFTHAND REQ'D

GATE SLOT EMBED MK. S-706-5

S-705

S-706

SECTION

SCALE: BS-706

SECTION

SCALE: BS-706

SECTION

SCALE: BS-706

MATL: STAINLESS STEEL

RAIL CLIP MK. S-706-4

1 PER BOLT REQ'D

MATL: DUPLEX SST, GRADE 2205 (UNS 32205)

RAIL PROFILE

SCALE: A

SCALE: B

"C"

4'2'02'

SCALE: C

S-706

SECTION

SCALE: BS-706

TYP

TYP L

B A

S E D

H R

E A

D E

D S

T U

D S

O C

x S

S T F

NOTES:

OWNER.

DETENT PIN D-RING FALL ARREST ANCHORS BY

DBI-SALA CONCRETE DETENT SOCKETS AND

PLUGS ARE FOR FUTURE INSTALLATION OF

1. 1" DIA THREADED HOLES AND SQUARE HEADED

R E

E D T

O A

D D H

E A

T E

R S

PZC 26

PIPE PILE

" 8 548"x

PIPE PILE

" 4 360"x

48'-0" MIN

TYPE II COFFERDAM WALL

"8 7168'-5

147.13°

TYPE II COFFERDAM WALL

"16

141'-11

139.754°

±8 5°

LEVEE TOE

KEANSBURG

LEVEE TOE

KEANSBURG

LEVEE TOE

KEANSBURG

T Y

P E I

O F F

E R

D A

M W

A L…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Nov 14, 2017.