Plans.pdf

PDF 36 MB Posted May 6, 2016

Attached to: Hurricane and Storm Damage Reduction Project, Port Monmouth, NJ, Phase II-Contract 3
Solicitation number: W912DS-16-B-0008
Issued by: Department of the Army Corps of Engineers Engineering District New York

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File	Type	Posted
Bid_Abstract.pdf	PDF	Jun 24, 2016
Amendment_0004.pdf	PDF	Jun 21, 2016
Amendment_0004_Spec_Section_01_22_00.00_10.pdf	PDF	Jun 21, 2016
Amendment_0004_Freshwater_Wetland_Permit.pdf	PDF	Jun 21, 2016
W912DS-16-B-0008-0003.pdf	PDF	Jun 17, 2016
PRMT_Ct3_Amend__3.pdf	PDF	Jun 17, 2016
Amend_3_Specs.pdf	PDF	Jun 17, 2016
Amendment_0002_Specifications.pdf	PDF	Jun 9, 2016
Amendment_0002__Plans.pdf	PDF	Jun 9, 2016
Amendment_0002.pdf	PDF	Jun 9, 2016
Amendment_0001.pdf	PDF	Jun 2, 2016
Amendment_0001_-_Plans.pdf	PDF	Jun 2, 2016
Amendment_0001_-_Specs.pdf	PDF	Jun 2, 2016
W912DS-16-B-0008.pdf	PDF	May 6, 2016
Specifications.pdf	PDF	May 6, 2016

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W.EL. 4.8

M o n m o u th

R d

O ld P o rt

W il s o n

A v e

-2.4

-2.1

-1.9

-1.4

-1.5

-1.6

-0.7

5.5

5.9

-0.5

TRAIL

T R

TRAIL

WALL

W A

L L

W W

G=5.15

G=13.88

G=9.26

G=9.18

G=5.12

G=4.95

G=6.48

G=6.28

G=7.24

G=7.02

G=4.77

G=4.71

G=7.04

G=4.75

G=4.78

G=7.14

G=6.85

G=4.70

G=4.88

G=11.66

G=11.88

G=4.19

G=4.36

G=4.79

G=4.16

G=4.10

G=4.30

G=4.51

G=3.03

R=5.49

R=4.98

FROM RECORD

-2

-1

G=7.12

ASPHALT

DOCKAGE

MARINA

P A

R K

PARKING

BOAT STORAGE

B O

A T

T O

R A

G E

PARKING/STORAGE YARD

PARKING

B R

U S

PARK

WATER FRONT

BAY SHORE

GRASS

D O

C K

Port Monmouth Rd

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

Port Monmouth Rd

Port M onm outh R d

Port Monmouth Rd

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

RARITAN BAY

Inverts slightly backpitched

Measured in field

Old Port Monmouth

NOT FOUND IN FIELD

FROM RECORD

R=3.99

NOT FOUND IN FIELD

FROM RECORD

R=3.49

(REVISED 27 MAY 2015)

El = 17.29

E = 602,330.23

N = 585,522.72

Bronz Disk

Control Point 10102

(REVISED 27 MAY 2015)

El = 13.44

E = 602,098.31

N = 585,052.84

Bronz Disk

Control Point 10101

I= .7

I= .1

I= .9

I= .3

I=2.98

I=4.46

I=-1.62

I=6.31

I=6.68

I=2.44

GRATE

4’x4’ METAL

WITH METAL GRATE

4’x4’ CONC. STRUCTURE

I=0.23

OUTFALL

I=-2.53

OUTFALL

I=2.54

OUTFALL

I=-2.84

OUTFALL

36" D

15" D

18" D

24" D

18" D

12" D

2" G

6" G

2" G

" W

12" W

6" W

12" W

6" W

12" W

8" S

18" D

36" D

8" S

8" S (ABANDONED)

B A

N D

O N

E D

NOT KNOWNPIPE CONNECTION

I=3.30

RECORD

PIPES AND STRUCTURES ARE FROM

COULD NOT ACCESS STRUCTURES

AREA UNDER CONSTRUCTION

3-8" D

FROM RECORD

12" D 12" D

18" D

I=3.54

G=5.54

OUTFALL

I= .5

I=-0.32

I=0.51 I=0.56

I=1.15

15" D

WITH DEBRIS

PIPE COVERED

NOT FOUND

OUTFALL

B A

N D

O N

E D

B A

N D

O N

E D

(ABANDONED)

8" S

B A

N D

O N

E D

I=4.64

I=5.79

I=3.92

I=3.07

I=1.7

I=-0.80

I=4.04

I=3.94

I=2.40

I=2.45

I=3.82

I=3.96

I=2.77

I=2.55

I=2.81

I=3.16

I=0.43

I=3.14

I=1.79

I=1.85

I=2.74

I= .5

I=5.75

I=4.8

I=5.25

I=4.98

I=6.89

I= .2

I= .1

I= .0

I=2.86

OUTFALL

I=2.12

I=3.31

0 4

0 1

15+00

25+00

26+00

26+98

-0+07.36

P I

26+98.06

-0+07

0+00

0.2

1.7

1.3

ROCKS

2.2

2.5

3.3

2.6

3.3

3.2

Port Monmouth Rd

3.5

4.3

4.1

4.2

4.3

4.0

4.1

W.EL. 4.8

4.6

5.1

4.3

4.4

4.5

4.8

4.4

4.8

5.1

4.9

5.1

4.8

5.1

R=10.99

R=8.25

R=8.20

R=6.40

R=4.79

R=5.17

R=5.31

R=5.11

R=4.87

R=5.99

R=8.99

R=6.99

R=5.49

R=8.29

R=6.57

R=7.11

R=4.76

FROM RECORD

R=5.49

R=7.62

8" S

I=-4.92

I=-0.98

I=-2.28

I=-0.21

I=-3.34

I=-6.09

I= .2

I=-5.61

I=-7.82

I=-6.43

I=-2.63

I=-2.01

I=0.30

I=-5.05

I=-4.92

I=-3.35

I=-0.33

I=-2.07

I=0.23

I=-2.63

I=-5.13

I=-3.91

I=-6.43

I=-6.09

I=-2.28

I=-1.01

I=0.84

I=-5.61

I=-3.35

I=0.36

5.8

5.7

5.3

5.6

5.7

5.4

5.6

5.4

5.3

5.5

5.3

5.4

C B

6.8

6.6

6.4

6.8

6.5

6.1

6.7

6.8

6.6

6.9

6.7

6.4

6.2

6.1

6.6

6.8

6.6

6.8

6.1

6.2

6.3

6.2

6.4

6.8

6.5

6.6

6.5

6.6

6.8

6.6

6.9

DIRT

7.7

7.3

7.4

7.6

7.4

7.6

7.4

7.5

7.3 7.4

7.3

7.7

7.5

6.9

M B

8.3 7.9

8.1

8.6

8.2

8.5

8.6

7.8

8.1

7.8

8.3

8.6

7.9

8.3

7.9

8.6

7.8

8.1

8.2

8.1

M B

8.8

9.1

9.3

9.1

8.7

9.2

9.1

9.3

8.7

9.1

9.2

8.8

8.9

9.3

8.6

9.1

9.0

9.3

M B

DIRT

POOL

P O

O L

10.8

9.7

10.3

10.8

10.5

10.4

10.8

9.7

10.9

9.5

9.6

10.8

10.5

10.3 10.2

10.2

10.6

10.2

9.7

9.5

9.9

9.7

C B

FIELD

BASEBALL

MARINA

DOCKAGE

11.5

11.7

11.5

11.6

11.4

12.1

12.5

12.7

12.4

12.3

12.5

12.3

12.7

12.6

12.5

12.4

13.3

13.2

13.1

13.4

13.3

5003=10101.005004=10101.00

14.3

14.1

14.4

14.6

14.2

14.4

C B

15.1

16.2

16.0

16.7

16.9

16.4

16.9

16.7

16.6

17.3

5002=10102.00

19.7

19.8

20.7

21.2

21.4

22.3

22.4

23.6

24.0

23.6

24.2

24.6

24.3

25.6

25.5

U E D

A T

S O

A T

N N

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

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

SHEET OF

New York District of Engineers

US Army Corps

N E

W Y

O R

N Y

N E

W Y

O R

K D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

IDENTIFICATION

SHEET

C-101C, C-102C

NOT IN THIS CONTRACT

PHASE I BEACH FILL

-1

.d g n

REFERENCE LINE ALIGNMENT

G-102

G E

N E

R A

L P

L A

SITE CONTROL POINTS

N585600

N585400

N585200

N585600

N585400

N585200

A N

S I

N .T .S

C-101A, C-102A

SHALL BE REQUIRED BETWEEN THE TWO CONTRACTS.

FROM STATION 0+00 OF THIS CONTRACT AND WEST OF PORT MONMOUTH ROAD. NO COORDINATION

CONTRACT TO THIS CONTRACT IS CONTRACT 2 WITH FLOOD GATES. IT IS LOCATED SOUTHWEST

THE ENTIRE FLOOD PROTECTION SCHEME IS DIVIDED IN DIFFERENT CONTRACTS. THE CLOSEST8.

FIELD VERIFY ANY INFORMATION REQUIRED.

CONSTRUCTION OF PHASE I ELEMENTS WAS COMPLETED IN JULY 2015. THE CONTRACTOR SHALL7.

BENCH MARKS DURING CONSTRUCTION PERIOD.

THE CONTRACTOR SHALL VERIFY THE BENCH MARK ELEVATION AND SHALL ESTABLISH HIS LOCAL6.

REFER TO SURVEY SHEETS FOR BENCH MARK DETAILS.5

HORIZONTAL COORDINATES ARE BASED ON NEW JERSEY PLANE COORDINATE SYSTEM NAD83.4.

ALL ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).3.

WERE REVISED MAY 27, 2015.

MAPS BY GAYRON DE BRUIN LAND SURVEYING AND ENGINEERING, PC. THE BENCH MARKS

CREATE PHOTOGRAMMETRIC MAPS AND THEN CONVERTED INTO TOPOGRAPHIC AND UTILITY

AERIAL PHOTOGRAPHY PROVIDED BY GEOMAPS INTERNATIONAL, INC. WAS USED TO

BASE MAPPING REPRESENTS CONDITIONS FROM A FLIGHT DATED JANUARY 17, 2014.2.

AND PREVIOUS SURVEYS, ALL CONFIRMED BY FIELD EDITING.

OF PHOTOGRAMMETRIC MAPPING OF AERIAL PHOTOGRAPHY, CONVENTIONAL MAPPING METHODS

THE TOPOGRAPHIC AND UTILITY MAPPING SHOWN ON THESE SHEETS IS A COMBINATION1.

NOTES:

CLOSURE GATE

PROPOSED ROAD

NOT IN THIS CONTRACT

PHASE I DUNE

BRONZ DISK 17.29602330.23585522.7210102

BRONZ DISK 13.44602098.31585052.8410101

REMARKELEVATIONEASTINGNORTHINGPOINT

STAGING AREA

N22°10’18"E289.42P11-P12604963.74585575.6426+98.06P12

S73°17’36"E560.00P10-P11604854.51585307.6224+08.64P11

S74°43’15"E271.21P9-P10604318.16585468.6118+48.64P10

N15°51’15"E83.86P8-P9604056.53585540.0815+77.43P9

N65°00’00"E150.00P7-P8604033.62585459.4114+93.57P8

S80°00’00"E490.00P6-P7603897.68585396.0113+43.57P7

N85°00’00"E110.00P5-P6603415.12585481.108+53.57P6

N72°07’59"E280.07P4-P5603305.54585471.517+43.57P5

N69°59’10"E33.18P3-P4603038.98585385.594+63.51P4

VARIES415.20P2-P3603007.80585374.234+30.32P3

N20°00’42"E15.12P1-P2602598.99585398.210+15.12P2

N20°00’42"E7.36P-1-P1602593.82585384.0100+00P1

- - -602591.30585377.09-0+07.36P-1

BEARINGLENGTH COURSEEASTINGNORTHINGSTATIONPOINT

C-101B, C-102B

AREA

POSSIBLE STAGING

NOT IN THIS CONTRACT

FOR INFORMATION ONLY

PRELIMINARY LAYOUT

PHASE II, CONTRACT 2

PROPOSED FLOOD WALL

NOT IN THIS CONTRACT

PHASE I GROIN

N585000 N585000

STA. 26+85

END FLOOD WALL

CONTRACT

NOT IN THIS

CROSSOVER

VEHICLE

PHASE I

LIMITS

WORKING

CONTRACTOR

NOT IN THIS CONTRACT

EXISTING FISHING PIER

STA. 0+15 TO 4+30

SHEET PILE SPLICE

PROPOSED EXISTING

AREA

STAGINGREFERENCE LINE

CONTROL POINT 10101

SHEET SEPARATOR

CONTROL POINT 10102

STA. -0+07 TO 0+15

PROPOSED SHEET PILES

STA. 4+30

START FLOOD WALL

N585800 N585800

G-103

-1

.d g n

G E

N E

R A

L N

O T

E S

AND APPROVAL.

NEW JERSEY LICENSED LAND SURVEYOR OR ENGINEER, FOR THE SANITARY SEWER SYSTEM SHALL BE SUBMITTED, FOR REVIEW

PRIOR TO ACCEPTACE, AS-BUILT PLANS, BOTH IN AUTOCADD 2007 FORMAT AND PAPER FORMAT, SIGNED AND SEALED BY A9.

THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING TOMSA AT LEAST ONE WEEK PRIOR TO START OF CONSTRUCTION IN AREA.8.

OF THE ENGINEER AND AUTHORITY.

OF THE SEWER, SEWER SHALL BE ENCASED IN CONCRETE OR THE WATER MAIN SHALL BE RELOCATED TO THE SATISFACTION

RUN PARALLEL WITH THE EXISTING WATER MAIN AND IT IS WITHIN 10 FEET HORIZONTALLY AND 18 INCHES VERTICALLY

EITHER SIDE OF THE CROSSING AND IN CONFORMANCE WITH CONCRETE ENCASEMENT DETAIL. WHEN THE PROPOSED SEWERS

TOP, WHERE THIS IS NOT POSSIBLE SEWER SHALL BE ENCASED IN CONCRETE FOR A DISTANCE OF ATLEAST 10 FEET ON

IN GENERLA THE VERTICAL SEPARATION AT A CROSSING OF SEWER AND WATER SHALL BE ATLEASR 18" WITH WATER ON7.

SEWERS AFFECTED BY THE CONSTRUCTION.

INSTALLATION SHALL BE PROVIDED AND MAINTAINED TO ASSURE UNINTERRUOTED AND ADEQUATE FLOW OF SANITARY

THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN SANITARY SEWER FLOWS AT AL TIMES DURING CONSTRUCTION. BY-PASS6.

OVERALL WORK SCHEDULE DETAILING THE CONTRACTORS PLAN FOR PERFOMING THE WORK.

PRIOR TO COMMENCEMENT OF WORK THE CONTRACTOR SHALL SUBMIT TO TOMSA FOR A WRITTEN APPROVAL, A DETAILED5.

THE CONTRACTOR MUST COMPLY WITH STATE AND FEDERAL CONFINED SPACE RULES.4.

SANITARY SEWER DESIGNS SHOWN HEREON INAPPROPRIATE OR INEFFECTIVE.

REPRESENTED HEREON, AND/OR IF SUCH CONDITIONS, IN COTRACTOR’S OPINION, WOULD OR COULD RENDER THE

THE CONTRACTOR SHALL NOTIFY TOMSA IMMEDIATELY IF ANY FIELD CONDITIONS ENCOUNTEREDDIFFER FROM THOSE3.

WITNESSED AND APPROVED BY THE AUTHORITY ENGINEER PRIOR TO ACCEPTANCE.

THE SANITARY SEWER SYSTEM SHALL BE TESTED IN ACORDANCE WITH TOMSA RULES AND REGULATIONS AND2.

LATEST EDITION, AND THE AUTHORITY STANDARD CONSTRUCTION DETAILS.

DISPOSAL SYSTEMS IN RESIDENTIAL AND NON-RESIDENTIAL DEVELOPMENTS IN THE TOWNSHIP OF MIDDLETOWN’, OF THE TOWNSHIO IF MIDDLETOWN SEWERAGE AUTHORITY’S (TOMSA) ’RULES AND REGULATIONS FOR SEWERAGE

ALL DESIGN AND/OR CONSTRUCTION OF SANITARY SEWER SHALL BE MADE IN ACCORDANCE WITH THE PROVISIONS1.

GAS UTILITY NOTES:

ESTIMATED PROJECT DURATION IS 549 CALENDAR DAYS.11.

10. DEMOBILIZE AFTER FINAL APPROVAL.

AFTER COMPLETION OF WORK AND AS APPROVED BY THE COR, REMOVE SEDIMENT CONTROL FEATURES.9.

SEEDING, DUNE AND FOREST PLANTING.

PERFORM SITE GRADING AND PROVIDE TEMPORARY AND PERMANENT SOIL STABILIZATION MEASURES TO INCLUDE8.

GRADES, TIE IN TO EXISTING DUNE, STORMWATER PIPES AND MANHOLES, UTILITY RELOCATIONS AND MORE.

FOUNDATION, BACKFILL, GRADE BACKFILL TO EITHER BUILT SWALE OR SIDE SLOPES TO MEET EXISTING

WALL AND FLOOD GATE. THE ACTIVITIES ASSOCIATED SHALL INCLUDE PILE DRIVING, EXCAVATION FOR

CONSTRUCT PROPOSED FLOOD PROTECTION FEATURES; SHEET PILE DRIVING, SHEET PILE SPLICING, FLOOD 7.

STAKE THE FLOOD WALL CENTERLINE WITH NEEDED OFFSETS.6.

PERFORM CLEARING AND GRUBBING.5.

CATCH BASIN FILTERS AND CONSTRUCTION ENTRANCE.

INSTALL SOIL EROSION AND SEDIMENT CONTROL MEASURES INCLUDING SILT FENCE, TURBIDITY BARRIER,4.

MOBILIZE ALL SITE RELATED EQUIPMENT AND FACILITIES NEEDED.3.

PROVIDE SOIL CONSERVATION DISTRICT WITH ADVANCE WRITTEN NOTICE OF SOIL DISTURBANCE.2.

EROSION AND SEDIMENT CONTROL PLAN.

APPLY FOR PERMIT AND OBTAIN CERTIFICATION FROM FREEHOLD SOIL CONSERVATION DISTRICT FOR SOIL1.

SEQUENCE OF CONSTRUCTION

OFFSITE AS A RESULT OF CONSTRUCTION OF THE PROJECT.

THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR ANY EROSION OR SEDIMENTATION THAT MAY OCCUR BELOW STORMWATER OUTFALLS OR18.

ALL SOIL STOCKPILES ARE TO BE TEMPORARILY STABILIZED IN ACCORDANCE WITH SOIL EROSION AND SEDIMENT CONTROL NOTE #6.17.

THESE ACTIVITIES IF AN AREA GREATER THAN 5,000 SQUARE FEET IS DISTURBED.

SOIL EROSION AND SEDIMENT CONTROL PLAN. CERTIFICATION OF A NEW SOIL EROSION AND SEDIMENT CONTROL PLAN MAY BE REQUIRED FOR

CERTIFIED PLAN. STAGING AND STOCKPILES NOT LOCATED WITHIN THE LIMIT OF DISTURBANCE WILL REQUIRE CERTIFICATION OF A REVISED

STOCKPILE AND STAGING LOCATIONS ESTABLISHED IN THE FIELD SHALL BE PLACED WITHIN THE LIMIT OF DISTURBANCE ACCORDING TO THE16.

VEGETATIVE COVER SHALL BE ESTABLISHED OR MULCH SHALL BE APPLIED AS REQUIRED BY THE STANDARD FOR DUST CONTROL.

SHOULD THE CONTROL OF DUST AT THE SITE BE NECESSARY, THE SITE WILL BE SPRINKLED UNTIL THE SURFACE IS WET, TEMPORARY15.

SEDIMENT TRANSFER. ANY DEWATERING METHODS USED MUST BE IN ACCORDANCE WITH THE STANDARD FOR DEWATERING.

UNFILTERED DEWATERING IS NOT PERMITTED. NECESSARY PRECAUTIONS MUST BE TAKEN DURING ALL DEWATERING OPERATIONS TO MINIMIZE14.

CONDUIT OUTLET PROTECTION MUST BE INSTALLED AT ALL REQUIRED OUTFALLS PRIOR TO THE DRAINAGE SYSTEM BECOMING OPERATIONAL.13.

OR 24" WHERE TREES OR SHRUBS ARE TO BE PLANTED.

(OR 450 LBS/1,000 SQ FT OF SURFACE AREA) AND COVERED WITH A MINIMUM OF 12" OF SETTLED SOIL WITH A PH OF 5 OR MORE, OR CONTAINING IRON SULFIDES SHALL BE ULTIMATELY PLACED OR BURIED WITH LIMESTONE APPLIED AT THE RATE OF 10 TONS/ACRE, IN ACCORDANCE WITH THE STANDARD FOR MANAGEMENT OF HIGH ACID PRODUCING SOILS, ANY SOIL HAVING A PH OF 4 OR LESS12.

OF PERMANENT GROUND STABILIZATION WILL HAVE TO BE EMPLOYED.

GROUND COVER. IF THE REMOVAL OR TREATMENT OF THE SOIL WILL NOT PROVIDE SUITABLE CONDITIONS, NON-VEGETATIVE MEANS

TREATED IN SUCH A WAY THAT IT WILL PERMANENTLY ADJUST THE SOIL CONDITIONS AND RENDER IT SUITABLE FOR VEGETATIVE

THAT WILL NOT PROVIDE A SUITABLE ENVIRONMENT TO SUPPORT ADEQUATE VEGETATIVE GROUND COVER SHALL BE REMOVED OR

AT THE TIME THAT SITE PREPARATION FOR PERMANENT VEGETATIVE STABILIZATION IS GOING TO BE ACCOMPLISHED, ANY SOIL11.

PERMANENT VEGETATION IS TO BE SEEDED OR SODDED ON ALL EXPOSED AREAS WITHIN TEN (10) DAYS AFTER FINAL GRADING.10.

WILL BE REMOVED IMMEDIATELY.

ALL SOIL WASHED, DROPPED, SPILLED, OR TRACKED OUTSIDE THE LIMIT OF DISTURBANCE OR ONTO PUBLIC RIGHT-OF-WAYS9.

SHALL BE BLOCKED OFF.

STONE FOR A MINIMUM LENGTH OF TEN FEET (10") EQUAL TO THE LOT ENTRANCE WIDTH. ALL OTHER ACCESS POINTS

INDIVIDUAL LOTS REQUIRE A STABILIZED CONSTRUCTION ACCESS CONSISTING OF ONE INCH TO TWO INCH (1"-2")

AT POINTS WHERE TRAFFIC WILL BE ACCESSING THE CONSTRUCTION SITE. AFTER INTERIOR ROADWAYS ARE PAVED, THE STANDARD FOR STABILIZED CONSTRUCTION ACCESS REQUIRES THE INSTALLATION OF A PAD OF CLEAN CRUSHED STONE8.

SUB-BASE SHALL BE INSTALLED WITHIN FIFTEEN (15) DAYS OF THE PRELIMINARY GRADING.

STABILIZE STREETS, ROADS, DRIVEWAYS, AND PARKING AREAS. IN AREAS WHERE NO UTILITIES ARE PRESENT, THE

A SUB-BASE COURSE WILL BE APPLIED IMMEDIATELY FOLLOWING ROUGH GRADING AND INSTALLATION OF IMPROVEMENTS TO7.

STRAW MULCH OR A SUITABLE EQUIVALENT, AND A MULCH ANCHOR, IN ACCORDANCE WITH STATE STANDARDS.

SOIL STOCKPILES, STEEP SLOPES AND ROADWAY EMBANKMENTS) WILL RECEIVE TEMPORARY SEEDING IN COMBINATION WITH

IMMEDIATELY FOLLOWING INITIAL DISTURBANCE OR ROUGH GRADING, ALL CRITICAL AREAS SUBJECT TO EROSION (I.E.6.

2 TO 2 � TONS PER ACRE, ACCORDING TO THE STANDARD FOR STABILIZATION WITH MULCH ONLY.

TEMPORARY COVER, THE DISTURBED AREAS WILL BE MULCHED WITH STRAW, OR EQUIVALENT MATERIAL, AT A RATE OF

TRAFFIC, WILL IMMEDIATELY RECEIVE A TEMPORARY SEEDING. IF THE SEASON PREVENTS THE ESTABLISHMENT OF

ANY DISTURBED AREAS THAT WILL BE LEFT EXPOSED MORE THAN SIXTY (60) DAYS, AND NOT SUBJECT TO CONSTRUCTION5.

AND SEDIMENT CONTROL HAVE BEEN IMPLEMENTED, INCLUDING PROVISIONS FOR STABILIZATION AND SITE WORK.

IS IN SATISFACTORY COMPLIANCE WITH THE SEQUENCE OF DEVELOPMENT AND TEMPORARY MEASURES FOR SOIL EROSION

CONDITIONS ON A LOT-BY-LOT OR SECTION-BY-SECTION BASIS, PROVIDED THAT THE PROJECT OR PORTION THEREOF

ISSUED. UPON WRITTEN REQUEST FROM THE APPLICANT, THE DISTRICT MAY ISSUE A REPORT OF COMPLIANCE WITH

STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY AND A REPORT OF COMPLIANCE HAS BEEN

DETERMINES THAT A PROJECT OR PORTION THEREOF IS IN FULL COMPLIANCE WITH THE CERTIFIED PLAN AND

N.J.S.A 4:24-39 ET. SEQ. REQUIRES THAT NO CERTIFICATES OF OCCUPANCY BE ISSUED BEFORE THE DISTRICT4.

PLANS MUST MEET ALL CURRENT STATE SOIL EROSION AND SEDIMENT CONTROL STANDARDS.

REVISED SOIL EROSION AND SEDIMENT CONTROL PLANS TO THE DISTRICT FOR RE-CERTIFICATION. THE REVISED

ANY CHANGES TO THE CERTIFIED SOIL EROSION AND SEDIMENT CONTROL PLANS WILL REQUIRE THE SUBMISSION OF3.

THEIR PROPER SEQUENCE, AND MAINTAINED UNTIL PERMANENT PROTECTION IS ESTABLISHED.

ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES ARE TO BE INSTALLED PRIOR TO SOIL DISTURBANCE, OR IN2.

OF ANY SOIL DISTURBING ACTIVITY.

THE FREEHOLD SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED IN WRITING FORTY-EIGHT (48) HOURS IN ADVANCE1.

SOIL EROSION AND SEDIMENT CONTROL NOTES:

U E D

A T

S O

A T

N N

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

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

SHEET OF

New York District of Engineers

US Army Corps

N E

W Y

O R

N Y

N E

W Y

O R

K D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

IDENTIFICATION

SHEET

U E D

A T

S O

A T

N N

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

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

SHEET OF

New York District of Engineers

US Army Corps

N E

W Y

O R

N Y

N E

W Y

O R

K D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

IDENTIFICATION

SHEET

W.EL. 4.8

G=7.04

G=11.66

G=11.88

G=7.12

MARINA

Port Monmouth Rd

Pews Creek

I= .1

12" W

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= .5

I=5.75

I=4.8

I=5.25

I=4.98

I=6.89

I=2.86

OUTFALL

0 4

-0+07.36

P I

-0+07

0+00

3.3

Port Monmouth Rd

4.3

W.EL. 4.8

4.5

4.8

4.4

4.8

5.6

5.4

5.4C B

6.6

6.2

7.8

7.9

8.6

7.8

9.1

9.3

8.7

8.8

10.5

10.4

10.8

10.5

10.3 10.2

10.2

10.6

DOCKAGE

12.1

14.4

PM14-07 PM14-08

PM14-09

PM14-10

PM14-11

PM14-10s

BP-5

B-9

B-8

E P

L A

N585400

N585600

S T

A T

O S

T A

N585500

N585300

N585400

N585600

N585500

N585300

N585700

C -1

A .d g n

C-101A

LOCATION (TYP.)

GEOTECHNICAL BORING

N585700

A N

S I

BE RELOCATED

ELECTRIC POLE TO

BE RELOCATED

ELECTRIC POLE TO

60’

SCALE:1"= 30’

0 30’

CATCH BASIN ON THE PROTECTED SIDE. SEE DETAIL SHEET C-503.

SPLICED SHEET PILE AND CURB. THE TOP OF CONCRETE BLOCKS SHALL MEET THE TOP OF EXISTING

PROVIDE ARTICULATING CELLULAR CONCRETE BLOCKS ON PROTECTED SIDE ALONG SIDE SLOPE BETWEEN 6

BE CLEARED, GRUBBED AND LEFT WITH NO VEGETATION EXCEPT GRASS AFTER CONSTRUCTION.

AREA WITHIN THE VEGETATION FREE ZONE FOR THE PROPOSED SHEETING AND SPLICING SHALL ALSO5

BEAM GUIDE RAIL REPLACEMENT SHALL BE ACCORDING TO NJDOT STANDARDS AND SPECIFICATIONS.4

BE REMOVED AND RESTORED, EXCEPT AS OTHERWISE SPECIFIED.

ANY EXISTING FEATURES IN CONFLICT WITH THE PROPOSED ALIGNMENT SHALL3

REFER TO ELECTRICAL PLANS FOR POLES RELOCATION AND POWER LINE ROUTING.2

REFER TO GENERAL PLAN SHEET G-102 FOR REFERENCE LINE COORDINATES.1

NOTE:

FLOOD WALL

PROPOSED CONCRETE

EL. 13.0 (TYP.)

TOP OF WALL

SEE NOTE 6

ZONE (TYP)

VEGETATION FREE

LIMITS (TYP)

CONTRACTORS WORKING

STA. 0+15 TO STA. 4+30

EXISTING SHEET PILE WALL

PROPOSED SHEET SPLICE TO

EL. 13.0

TOP OF SPLICE EXISTING BEAM GUIDE RAIL

REMOVE AND REPLACE IN KIND

TOP OF SHEETING EL. 13.0

STA. -0+07 TO STA. 0+15

PROPOSED SHEET PILE

REMOVE EXISTING FENCE

REFERENCE LINE

M A

T C

L I

B o n m o u th

R d

O ld P o rt

W W

G=5.12

G=4.95

G=6.48

G=4.75

G=7.14

G=6.85

G=4.70

G=4.88

G=4.10

G=4.30

G=4.51

FROM RECORD

6 7

Port Monmouth Rd

Old Port Monmouth

NOT FOUND IN FIELD

FROM RECORD

R=3.99

NOT FOUND IN FIELD

FROM RECORD

R=3.49

I= .3

I=2.98

I=6.31

I=6.68

I=2.44

I=2.54

OUTFALL

2" G

6" W

12" W

6" W

NOT KNOWNPIPE CONNECTION

I=3.30

12" D

18" D

I=1.15

WITH DEBRIS

PIPE COVERED

NOT FOUND

OUTFALL

B A

N D

O N

E D

B A

N D

O N

E D

(ABANDONED)

8" S

B A

N D

O N

E D

I=4.04

I=3.94

I=2.40

I=2.45

I=3.82

I=2.77

I=2.55

I=2.86

OUTFALL

I=3.31

0 1

15+00

P I

4.1

4.2

4.3

4.6

R=6.40

R=4.79

R=5.17

R=5.31

R=8.29

R=7.11 D

R=7.62

8" S

I=-2.28

I=-3.34

I= .2

I=-2.63

I=-3.35

I=-2.07

I=-2.63

I=-3.91

I=-2.28

5.6

5.7

6.8

6.5

6.8

6.9

6.4

7.6

7.5

8.6

8.3

8.9

14.6

PM14-11

PM14-12

PM14-13

PM14-11C

PM14-11B

PM14-14

PM14-11D

PM14-11A

P-13 IS

U E D

A T

S O

A T

N N

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

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

SHEET OF

New York District of Engineers

US Army Corps

N E

W Y

O R

N Y

N E

W Y

O R

K D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

IDENTIFICATION

60’

SCALE:1"= 30’

0 30’

E P

L A

LOCATION (TYP)

GEOTECHNICAL BORING

N585400

N585600

S T

A T

O S

T A

C -1

B .d g n

C-101B

N585700

N585500

N585300

N585400

N585500

N585300

N585600

N585700

CULVERT IN PLACE

PLUG EXISTING DRAINAGE

A N

S I

EL. 13.0 (TYP)

TOP OF WALL

EXISTING WATER MAIN

REMOVE AND CAP

ROAD CLOSURE ROLLER GATE

PROPOSED 7’-9"H X 32’W

RELOCATE GAS LINE WITH SLEEVE

MANUAL.SIMILARLY INSTALL EMERGENCY MANAGEMENT SIGN 50’ EAST AND WEST OF THE REFERENCE LINE.

THE WARNING SIGNS SHALL BE LOCATED 100’ EAST AND WEST OF THE REFERENCE LINE AND SHALL CONFORM TO THE LATEST MUTCD7

SEALS OR SIMILAR WATERTIGHT SEALS AS APPROVED.

OF SIZE TO PROVIDE 1/4 INCH OR MORE ANNULAR CLEARANCE AROUND PIPE. THE SLEEVE OPENING SHALL BE SEALED WITH LINK

SHALL THAN PASS THROUGH A SLEEVE WELDED TO THE CUT OFF WALL SHEET PILE. MAKE SLEEVE OF STEEL OR CAST-IRON PIPE

A TEMPORARY BYPASS SHALL BE PROVIDED DURING CONSTRUCTION FOR ALL THE UTILITIES UNDERGROUND. THE UTILITY LINES

THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY TO LAYOUT AND RELOCATE THE UNDERGROUND UTILITY LINES.6

SPECIFIED.

ANY EXISTING FEATURE IN CONFLICT WITH PROPOSED ALIGNMENT SHALL BE REMOVED AND RESTORED BACK, EXCEPT AS OTHERWISE5

THE CONTRACTOR’S WORK AREA AND AS APPROVED BY THE COR.

REMOVED AND PLUGGED SHALL BE AT LEAST 5’ FROM THE EDGE OF THE FOOTING, AT LEAST 12" FROM CURB OR AS REQUIRED BY

IT IS CONTRACTOR’S RESPONSIBILITY TO PROTECT ALL EXISTING UTILITIES, EXCEPT AS OTHERWISE SPECIFIED. ALL UTILITIES4

REFER TO ELECTRICAL PLANS FOR POLE RELOCATION AND POWER LINE ROUTING.3

REFER TO STRUCTURAL PLANS FOR CONCRETE CAP, CLOSURE GATE AND FLOOD WALL DETAILS.2

REFER TO GENERAL PLAN SHEET G-101 FOR REFERENCE LINE COORDINATES.1

NOTE:

PROVIDE SLEEVE AT GATE CROSSING

REMOVE AND REPLACE 40 LF DIP SANITARY SEWER

WITH SLEEVE

RELOCATE WATERMAIN

FOUNDATION ON PROTECTED SIDE OR AS PER UTILITY COMPANY REQUIREMENTS.

PROVIDE GATE VALVE FOR WATER LINE. VALVE SHALL BE LOCATED MINIMUM 10 FEET FROM THE EDGE OF THE12

REPRESENTATIVE (COR).

WITHIN THE CONTRACTORS WORKING LIMITS, AS REQUIRED AND APPROVED BY THE CONTRACTING OFFICER

SOIL STOCK PILE AREA SHOWN IS APPROXIMATE. THE CONTRACTOR SHALL DESGINATE HIS STOCKPILE AREA11

THE END OF CONSTRUCTION.

AREA WITHIN THE VEGETATION FREE ZONE SHALL BE LEFT WITH NO VEGETATION EXCEPT GRASS AFTER10

THE PIPE OPENING TO THE NEAREST MANHOLE AS SHOWN SHALL BE PLUGGED.

ALL PIPES IN CROSSING WITH PROPOSED FLOOD WALL SHALL BE REMOVED AND CAPPED IF ABANDONED.9

STANDARDS AND SPECIFICATIONS.

THE SOLID DOUBLE YELLOW LINES SHALL BE STRIPED ACCORDING TO THE LATEST MUTCD OR NJDOT

PORTION OF PAVEMENT CUT AND RE-PAVED SHALL BE STRIPED WITH SOLID DOUBLE YELLOW LINES.8

SHEET C-504

SEE DETAIL

ZONE (TYP)

VEGETATION FREE

SEE DETAIL C-503

CELLULAR CONCRETE BLOCKS

PROPOSED 30LF ARTICULATING

SEE DETAIL C-503

CELLULAR CONCRETE BLOCKS

PROPOSED 30LF ARTICULATING

SEE DETAIL C-503

CELLULAR CONCRETE BLOCKS

PROPOSED 20LF ARTICULATING

SEE DETAIL C-503

CELLULAR CONCRETE BLOCKS

PROPOSED 30LF ARTICULATING

FLOOD WALL

PROPOSED CONCRETE

36"X36" WARNING SIGN

RAISE PLOW AHEAD

36"X36" WARNING SIGN

RAISE PLOW AHEAD

HIDDEN DRIVEWAY

AND PLUG PIPE

AND STRUCTURE

REMOVE STORMWATER PIPE

CULVERT IN PLACE

PLUG EXISTING DRAINAGE

SANITARY SEWER

REMOVE AND CAP ABANDONED

PLUG EXISTING PIPE IN PLACE

STOCK PILE AREA

STAGING AREA/

LINE FOR NEW PAVEMENT

STRIPE SOLID DOUBLE YELLOW

CONCRETE PAD

PROPOSED CLOSURE GATE

LIMITS (TYP)

CONTRACTORS WORKING

EL. 13.0 (TYP)

TOP OF WALL

LIGHTS (SEE DETAIL SHEET C-502)

WARNING SIGN WITH FLASHING

STORAGE AREA

STAGING AND

FLOOD WALL

PROPOSED CONCRETE

RELOCATED (TYP.)

ELECTRIC POLE TO BE

EL. 13.0 (TYP)

TOP OF WALL

PIPE IN PLACE

PLUG EXISTING

EM-3 (SEE DETAIL SHEET C-502)

EMERGENCY MANAGEMENT SIGN

SANITARY SEWER

REMOVE AND CAP ABANDONED

6" GATE VALVE

BOTH SIDES OF ROAD

PROPOSED CURB

M A

G=9.26

G=9.18

G=7.24

G=7.02

R=5.49

FROM RECORD

0 1

Port Monmouth Rd

WITH METAL GRATE

4’x4’ CONC. STRUCTURE

I=0.23

OUTFALL

I=-2.53

OUTFALL

I=2.54

OUTFALL

6" G

12" W

18" D

8" S (ABANDONED)

B A

N D

O N

E D

I=4.64

I=5.79

I=3.92

I=3.07

I=1.7

I=-0.80

25+00

26+00

26+98

P I

26+98.06

4.3

R=8.25

R=8.20

R=6.99

8" S

I=-4.92

I=-5.61

I=-5.05

I=-4.92

I=-5.61

I=-3.35

5.8

5.7

6.8

6.6

6.1

6.7

7.4

7.6

7.4

8.6

8.2

8.5

8.6

9.3

10.3

10.8

10.9

9.7

11.5

11.6

11.4

12.7

12.5

12.7

12.6

12.4

13.3

13.2

14.3

14.1

15.1

16.4

16.9

17.3

PM14-15

PM14-16

P-12

PM-11

U E D

A T

S O

A T

N N

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

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

SHEET OF

New York District of Engineers

US Army Corps

N E

W Y

O R

N Y

N E

W Y

O R

K D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

IDENTIFICATION

SHEET

N585200

EL. 13.0 (TYP)

TOP OF WALL

STA. 26+85

WITH EXISTING DUNE

PROPOSED FLOOD WALL TIE-IN

NOT IN THIS CONTRACT

PHASE I CONSTRUCTED GROIN

EL. 13.0 (TYP)

TOP OF WALL

LOCATION (TYP)

GEOTECHNICAL BORING

LIMITS (TYP)

CONTRACTORS WORKING

FLOOD WALL

PROPOSED CONCRETE

SIGN WITH FLASHING LIGHTS

ROAD CLOSED WARNING

ZONE (TYP)

VEGETATION FREE

(SEE DETAIL SHEET C-502)

PROPOSED 4’ CHAIN LINK FENCE

STOCK PILE AREA

STAGING AREA/

N585400

N585600

SCALE:1"= 30’

0 30’

E P

L A

S T

A T

O S

T A

C -1

C .d g n

C-101C

N585200

A N

S I

RELOCATED (TYP.)

ELECTRIC POLE TO BE

NOT IN THIS CONTRACT

BEACH DUNE EL. 15.0

PHASE I CONSTRUCTED

REFER TO DETAIL SHEET C-501

PROPOSED ARMOR ROCK TIE-IN

REPRESENTATIVE (COR).

WITHIN THE CONTRACTORS WORKING LIMITS, AS REQUIRED AND APPROVED BY THE CONTRACTING OFFICER

SOIL STOCK PILE AREA SHOWN IS APPROXIMATE. THE CONTRACTOR SHALL DESIGNATE HIS STOCKPILE AREA6

THE END OF CONSTRUCTION.

AREA WITHIN THE VEGETATION FREE ZONE SHALL BE LEFT WITH NO VEGETATION EXCEPT GRASS AFTER5

FOR INFORMATION ONLY.

PHASE I CONSTRUCTION WAS COMPLETED IN JULY 2015. THE LAYOUT FOR DUNE FILL SHOWN IS

EXISTING CONTOUR LINES NEAR DUNE AND BEACH FILL DO NOT REPRESENT THE PROPOSED FILL.4

REFER TO ELECTRICAL PLANS FOR POLE RELOCATION AND POWER LINE ROUTING.3

REFER TO STRUCTURAL PLANS FOR CONCRETE CAP, CLOSURE GATE AND FLOOD WALL DETAILS.2

REFER TO GENERAL PLAN SHEET G-102 FOR REFERENCE LINE COORDINATES.1

NOTE:

N585500

N585300

M A

N585400

N585600

N585500

N585300

W.EL. 4.8

G=7.04

G=11.66

G=11.88

G=7.12

MARINA

Port Monmouth Rd

Pews Creek

I= .1

12" W

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= .5

I=5.75

I=4.8

I=5.25

I=4.98

I=6.89

I=2.86

OUTFALL

0 4

-0+07

0+00

Port Monmouth Rd

3.3

4.5 3.3

4.3

4.4

W.EL. 4.8

4.8

5.6

5.4

5.4C B

6.2

6.6

7.8

9.1

8.7

7.9

8.6

7.8

8.8

9.3

10.5

10.4

10.8

10.5

10.3 10.2

10.2

10.6

DOCKAGE

12.1

14.4

U E D

A T

S O

A T

N N

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

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

SHEET OF

New York District of Engineers

US Army Corps

N E

W Y

O R

N Y

N E

W Y

O R

K D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

IDENTIFICATION

SCALE:1"= 30’

0 30’

N585400

N585600

N585500

N585300

N585400

N585600

N585500

N585300

N585700

C -1

A .d g n

C-102A

G R

A D

G A

N D D

R A

A G

E P

L A

S T

A T

O S

T A

PROPOSED SWALE S1

LEGEND

4.0

SEDIMENT DEWATERING BASIN

A N

S I

SOS

BOTTOM OF SLOPE

TOP OF SLOPE (TOS)

FLOOD WALL

START OF SWALE

LOW POINT

HIGH POINT

PROPOSED SPOT ELEVATION

EXISTING GRADE

GRADE TO MEET

77ADJUSTED UPON VERIFICATION OF EXISTING TIE ROAD LOCATIONS.

AT THIS CUT OFF LOCATION. SEE DETAIL 6 SHEET C-503 FOR OUTFALL AND CONNECTION DETAILS.LOCTION OF THE RISER PIPE SHALL BE FIELD

THE EXISTING 8" UNDERDRAIN SHALL BE CUT 3.0’ ON BOTH SIDES OF THE PROPOSED SHEET PILE. A 18" DIA.RISER PIPE SHALL BE INSTALLED7

REFER TO SHEETS C-301 TO C-304 FOR CROSS SECTION DETAILS.6

REFER TO PROFILE SHEET C-202 AND C-203 FOR SWALE VERTICAL ALIGNMENT.5

ALL EXTERIOR AND INTERIOR SWALES SHALL BE LINED WITH EROSION CONTROL BLANKET AS SPECIFIED.4

ANY NEW GRADED AREA AS WELL AS ANY DISTURBED AREA DURING CONSTRUCTION SHALL BE TOPSOILED, SEEDED, FERTILIZED AND MULCHED.3

BASIN WHILE EXCAVATING FOR FLOOD WALL FOUNDATION.OF THE

THE EXISTING SEDIMENT DEWATERING BASIN SHALL BE IN OPERATION DURING CONSTRUCTION. THE CONTRACTOR SHALL PROTECT THE SIDES 2

ALL PROPOSED GRADES SHALL ALWAYS TIE IN WITH EXISTING GRADES EXCEPT NEAR STRUCTURES.1

NOTE:

3.2

SOS

TO BE PROTECTED

EXISTING 8" UNDERDRAIN SYSTEM

MEET EXISTING EL. 4.0

EL. 3.0

MEET EXISTING

EL. 13.0

TOP OF SPLICE

FLOODWALL CENTERLINE

REFERENCE LINE/

@ 5% TO MEET PROPOSED FLOOD WALL

GRADE FROM EXISTING TOP OF CURB

8.5

EL. 6.46

3.0

SEE NOTE 7

PROPOSED OUTFALL #1

EL. 10.0

LIMIT

CONTRACTOR WORKING

FLOOD WALL

PROPOSED CONCRETE

EL. 9.0

TOS ALONG WALL

9.0

4.0

EL. 9.0

TOS

(TYP.)

TOW EL. 13.0

SEE NOTE 7

PROPOSED 18" DIA. RISER PIPE

EL. 13.0

TOP OF PROPOSED SHEET PILE

M A

W W

G=5.12

G=4.95

G=6.48

G=4.75

G=7.14

G=6.85

G=4.70

G=4.88

G=4.10

G=4.30

G=4.51

FROM RECORD

Port Monmouth Rd

Old Port Monmouth

NOT FOUND IN FIELD

FROM RECORD

R=3.99

NOT FOUND IN FIELD

FROM RECORD

R=3.49

I= .3

I=2.98

I=6.31

I=6.68

I=2.44

2" G

6" W

12" W

6" W

I=3.30

12" D

18" D

I=1.15

WITH DEBRIS

PIPE COVERED

NOT FOUND

OUTFALL

B A

N D

O N

E D

B A

N D

O N

E D

(ABANDONED)

8" S

B A

N D

O N

E D

I=4.04

I=3.94

I=2.40

I=2.45

I=3.82

I=2.77

I=2.55

I=2.86

OUTFALL

I=3.31

0 1

15+00

4.6

4.1

4.2

4.3

5.6

R=6.40

R=4.79

R=5.17

R=5.31

R=8.29

R=7.11

8" S

I=-2.28

I=-3.34

I= .2

I=-2.63

I=-2.07

I=-2.63

I=-3.91

I=-2.28

5.7

6.4

6.8

6.5

6.8

6.9

8.6

7.6

8.3

8.9

7.5

14.6

U E D

A T

S O

A T

N N

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

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

SHEET OF

New York District of Engineers

US Army Corps

N E

W Y

O R

N Y

N E

W Y

O R

K D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

IDENTIFICATION

SCALE:1"= 30’

0 30’

N585400

N585600

C -1

B .d g n

C-102B

N585700

N585500

N585300

N585400

N585500

N585300

N585600

N585700

G R

A D

G A

N D D

R A

A G

E P

L A

S T

A T

O S

T A

PROPOSED SWALE S2

LEGEND

4.0

5.0

SOS

PROPOSED SWALE S2

EXISTING FROM TOP OF SWALE

GRADE @ 2.5H:1V TO MEET

A N

S I

TOC

TOCP

DIA.

SOS

TOW

BOTTOM OF SLOPE

TOP OF SLOPE (TOS)

FLOOD WALL

TOP OF CURB

TOP OF CONCRETE PAD

DIAMETER

START OF SWALE

LOW POINT

HIGH POINT

TOP OF WALL

PROPOSED SPOT ELEVATION

EXISTING INV.1.3

PROPOSED INV.1.3

RIM 5.12

PROPOSED MH-1

SIDE SLOPES ARE SHOWN LOOKING EAST FROM STATION 0+00.1.

NOTE:

REFER TO SHEETS C-301 TO C-304 FOR CROSS SECTION DETAILS.6

REFER TO PROFILE SHEET C-202 AND C-203 FOR SWALE VERTICAL ALIGNMENT.5

BLANKET AS SPECIFIED.

ALL EXTERIOR AND INTERIOR SWALES SHALL BE LINED WITH EROSION CONTROL4

CONSTRUCTION SHALL BE TOPSOILED, SEEDED, FERTILIZED AND MULCHED.

ANY NEW GRADED AREA AS WELL AS ANY DISTURBED AREA DURING 2

NEAR STRUCTURES.

ALL PROPOSED GRADES SHALL ALWAYS TIE IN WITH EXISTING GRADES EXCEPT1

NOTE:

INV. 2.86

RIM 6.46

PROPOSED MH-2

END SECTION WITH TRASH RACK

PROVIDE 12" RCP FLARE

FLOOD WALL

PROPOSED CONCRETE

3.0

FROM TOP OF SWALE

GRADE @ 5% TO MEET EXISTING GRADES

SEE SWALE SCHEDULE

SWALE SIDE SLOPE

3.02

LS, INV.

TO MEET PROPOSED FLOODWALL

GRADE @ 5% FROM EXISTING CURB

RCP CLASS IV @ 0.51%

188 LF, 12" DIA.

EL.3.57

STA. 0+64

MEET EXISTING GRADES

RCP CLASS IV @ 0.61%

67 LF, 15" DIA.

GRADE @ 0.25% FROM CONCRETE PAD

INV.2.25

PROPOSED SWALE S4

FROM TOP OF SWALE

GRADE @ 5% TO MEET EXISTING GRADES

NORTH AND SOUTH ROADWAY

TO MEET PAD @ EL. 5.25,

PROPOSED TOC EL. 5.5, TRANSITION

MEET EXISTING

STA. 0+00

OUTLET SWALE S3-4

PROPOSED TRAPEZOIDAL

3.69

SOS

CURB TO MEET PROPOSED FLOOD WALL

GRADE @ 5% FROM TOP OF EXISTING PROPOSED SWALE S3

SWALE S1

PROPOSED

CATCH BASIN @ EL. 2.45

CONNECT PROPOSED PIPE TO EXISTING

15" RCP CLASS V, MATCH EXISTING INV.

REPLACE EXISTING 8" PIPE WITH

SWALE S5

EXISTING GRADES FOR

GRADE @ 10% TO MEET

RCP CLASS IV @ 0.61%

26 LF, 15" DIA.

WESTERN ROAD SURFACE

EXISTING EASTERN AND

GRADE @ 5% TO MEET

PROPOSED SWALE S5

5.0

(TYP.)

TOW EL. 13.0

LIMITS (TYP)

CONTRACTOR WORKING

EL.3.31

STA. 0+5

SECTION WITH TRASH RACK

PROVIDE 15" RCP FLARED END

SLOPE 2% FROM TOP OF SWALE

5.25

TOCP

M A

E o n m o u th

R d

O ld P o rt

G=9.26

G=9.18

G=7.24

G=7.02

R=5.49

FROM RECORD

0 1

1716.0

Port Monmouth

Port Monmouth Rd

WITH METAL GRATE

4’x4’ CONC. STRUCTURE

I=0.23

OUTFALL

I=-2.53

OUTFALL

I=2.54

OUTFALL

12" W

8" S (ABANDONED)

B A

N D

O N

E D

I=3.30

I=4.64

I=5.79

I=3.92

I=3.07

I=1.7

I=-0.80

25+00

26+00

26+98

4.3

3.5

R=8.25

R=8.20

R=6.40

R=6.99

R=7.11 D

R=7.62

8" S

I=-4.92

I=-3.34

I=-5.61

I=-5.05

I=-4.92

I=-3.35

I=-3.91

I=-5.61

I=-3.35

5.8

6.1

5.7

6.6

6.7

7.4

8.2

7.6

7.4

8.5

7.4

8.6

9.3

9.7

10.3

10.8

11.4

12.5

11.4

10.9

12.4

13.3

12.7

13.2

12.6

14.1

14.3

15.1

16.7

16.4

16.7

16.9

17.3

16.9

N585400

N585600

NOT IN THIS CONTRACT

PHASE I - CONSTRUCTED GROIN

SEE NOTE 7

WITH EXISTING DUNE

PROPOSED FLOODWALL TIE-IN

SEE SWALE SCHEDULE

TRANSITION SWALE

MEET PROPOSED TRAPEZOIDAL SWALE INVERT

CUT EXISTING HDPE STORM OUTLET TO

EL. 5.0 TO MEET PROPOSED FLOODWALL

GRADE @ 5% FROM EXISTING

BASIN SIDE SLOPE ELSE 2.5H:1V

LEFT SIDE SLOPE 6.8H:1V TO MATCH

OUTLET SWALE S6-7

TRANSITION TO TRAPEZOIDAL

SWALE S6-7 STA. 0+00

GRADE, EL. 4.0

MEET EXISTING

4.5

4.81

SCALE:1"= 30’

0 30’

C -1

C .d g n

C-102C

N585500

N585300

G R

A D

G A

N D D

R A

A G

E P

L A

S T

A T

O S

T A

LEGEND

4.0

PROPOSED SWALE S5

PROPOSED SWALE S6

TO MEET EXISTING GRADES

GRADE @ 5% FROM TOP OF SWALE

TO MEET EXISTING GRADES

GRADE @ 2.5H:1V FROM TOP OF SWALE

GRADE

MEET EXISTING

TOS, EL. 11.0

EXISTING ELEVATION

GRADE @ 10% TO MEET

MEET EXISTING ELEVATION

GRADE @ 10% TO

A N

S I

EL. 6.5

THE DUNE SHALL BE RE-VEGETATED WITH DUNE PLANTING, AND BOUNDED WITH SAND FENCE.

TO ITS ORIGINAL SLOPE, 5H:1V ON LANDWARD SIDE AND 10H:1V OCEAN SIDE.

THE DISTURBED DUNE AT THE ROCK TIE IN SHALL BE BACKFILLED WITH SAND,7

REFER TO SHEETS C-301 TO C-304 FOR CROSS SECTION DETAILS.6

REFER TO PROFILE SHEET C-202 AND C-203 FOR SWALE VERTICAL ALIGNMENT.5

BLANKET AS SPECIFIED.

ALL EXTERIOR AND INTERIOR SWALES SHALL BE LINED WITH EROSION CONTROL4

CONSTRUCTION SHALL BE TOPSOILED, SEEDED, FERTILIZED AND MULCHED.

ANY NEW GRADED AREA AS WELL AS ANY DISTURBED AREA DURING 2

NEAR STRUCTURES.

ALL PROPOSED GRADES SHALL ALWAYS TIE IN WITH EXISTING GRADES EXCEPT1

NOTE:

BOS EL. 8.0

SLOPE 1H:1V

TOS EL 12.0

MEDIUM ARMOR ROCK

4’ THK 1,200 LB

BOTTOM OF SLOPE (BOS)

TOP OF SLOPE (TOS)

FLOOD WALL

GRADE CHANGE

DIAMETER

START OF SWALE

LOW POINT

HIGH POINT

TOP OF WALL

PROPOSED SPOT ELEVATION

DIA.

SOS

TOW

NOT IN THIS CONTRACT

BEACH DUNE EL. 15.0

PHASE I - CONSTRUCTED

FLOOD WALL

PROPOSED CONCRETE

PROPOSED SWALE S7

(TYP.)

TOW EL. 13.0

LIMIT (TYP)

CONTRACTOR WORKING

TO MEET EXISTING GRADES

GRADE @ 5% FROM TOP OF SWALE

9.0

8.95

11.0

EL. 7.75

SEE SWALE SCHEDULE

TRANSITION SWALE

TOS, EL. 11.0

11.0

GRADE

MEET EXISTING

BOS EL. 7.0

SLOPE 1H:1V

TOS EL. 8.0

MEDIUM BEDDING STONE

1’ THK 15 LB

N585400

N585600

M A

B N585500

N585300

U E D

A T

S O

A T

N N

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

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

SHEET OF

New York District of Engineers

US Army Corps

N E

W Y

O R

N Y

N E

W Y

O R

K D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

IDENTIFICATION

U E D

A T

S O

A T

N N

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

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

SHEET OF

New York District of Engineers

US Army Corps

N E

W Y

O R

N Y

N E

W Y

O R

K D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

IDENTIFICATION

SHEET

W.EL. 4.8

M o n m o u th

R d

O ld P o rt

-0.7

5.5

5.9

TRAIL

T R

TRAIL

WALL

W A

L L

W W

G=9.26

G=9.18

G=5.12

G=4.95

G=6.48

G=6.28

G=7.24

G=7.02

G=4.77

G=4.71

G=7.04

G=4.75

G=4.78

G=7.14

G=6.85

G=4.70

G=4.88

G=11.66

G=11.88

G=4.19

G=4.36

G=4.79

G=4.16

G=4.10

G=4.30

G=4.51

R=5.49

R=4.98

FROM RECORD

8 7

0 1

1716.0

-2

-1

-2

G=7.12

ASPHALT

DOCKAGE

MARINA

PARKING

BOAT STORAGE

B O

A T

T O

R A

G E

PARKING/STORAGE YARD

PARKING

GRASS

Port Monmouth Rd

Port M onm outh R d

Port Monmouth Rd

P e w s C re e k

Pews Creek

P e w s C re e k

RARITAN BAY

Inverts slightly backpitched

Measured in field

Old Port Monmouth

NOT FOUND IN FIELD

FROM RECORD

R=3.99

NOT FOUND IN FIELD

FROM RECORD

R=3.49

(REVISED 27 MAY 2015)

El = 17.29

E = 602,330.23

N = 585,522.72

Bronz Disk

Control Point 10102

I= .7

I= .1

I= .9

I= .3

I=2.98

I=6.31

I=6.68

I=2.44

GRATE

4’x4’ METAL

WITH METAL GRATE

4’x4’ CONC. STRUCTURE

I=0.23

OUTFALL

I=-2.53

OUTFALL

I=2.54

OUTFALL

15" D

18" D

2" G

6" G

" W

12" W

6" W

12" W

6" W

18" D

8" S (ABANDONED)

B A

N D

O N

E D

I=3.30

RECORD

PIPES AND STRUCTURES ARE FROM

COULD NOT ACCESS STRUCTURES

AREA UNDER CONSTRUCTION

3-8" D

FROM RECORD

12" D 12" D

18" D

I=3.54

G=5.54

OUTFALL

I= .5

I=-0.32

I=0.51 I=0.56

I=1.15

15" D

WITH DEBRIS

PIPE COVERED

NOT FOUND

OUTFALL

B A

N D

O N

E D

B A

N D

O N

E D

(ABANDONED)

8" S

B A

N D

O N

E D

I=4.64

I=5.79

I=3.92

I=3.07

I=1.7

I=-0.80

I=4.04

I=3.94

I=2.40

I=2.45

I=3.82

I=3.96

I=2.77

I=2.55

I=2.81

I=3.16

I=0.43

I=3.14

I=1.79

I=1.85

I=2.74

I= .5

I=5.75

I=4.8

I=5.25

I=4.98

I=6.89

I=2.86

OUTFALL

I=2.12

I=3.31

0.2

1.7

2.2

3.3

2.6

3.3

Port Monmouth Rd

3.5

4.3

4.1

4.2

4.3

W.EL. 4.8

4.6

4.3

4.4

4.5

4.8

4.4

4.8

5.1

4.9

4.8

R=8.25

R=8.20

R=6.40

R=4.79

R=5.17

R=5.31

R=5.11

R=4.87

R=5.99

R=6.99

R=8.29

R=6.57

R=7.11

R=4.76

FROM RECORD

R=5.49

R=7.62

8" S

I=-4.92

I=-0.98

I=-2.28

I=-0.21

I=-3.34

I= .2

I=-5.61

I=-2.63

I=-2.01

I=0.30

I=-5.05

I=-4.92

I=-3.35

I=-0.33

I=-2.07

I=0.23

I=-2.63

I=-5.13

I=-3.91

I=-2.28

I=-1.01

I=0.84

I=-5.61

I=-3.35

5.8

5.7

5.3

5.6

5.7

5.4

5.6

5.4

5.3

5.5

C B

6.8

6.6

6.4

6.8

6.5

6.1

6.7

6.8

6.6

6.9

6.7

6.4

6.2

6.1

6.6

6.8

6.6

6.8

6.1

6.2

6.3

6.2

6.4

6.8

6.6

6.8

6.6

6.9

DIRT

7.7

7.3

7.4

7.6

7.4

7.6

7.4

7.5

7.3 7.4

7.3

7.5

6.9

8.1

8.6

8.2

8.5

8.6

7.8

8.1

7.8

8.3

8.6

7.9

8.3

8.6

7.8

8.1

8.2

8.1

8.8

9.1

9.3

9.1

8.7

9.2

9.1

9.3

8.7

9.1

9.2

8.8

8.9

9.3

9.1

9.0

9.3

DIRT

10.8

9.7

10.3

10.8

10.5

10.4

10.8

10.6

9.7

10.9

10.5

10.3 10.2

10.2

10.6

10.2

9.7

10.7

9.5

9.9

FIELD

BASEBALL

MARINA

DOCKAGE

11.5

11.6

11.4

12.1

12.7

12.5

12.3

12.7

12.6

12.4

13.3

13.2

13.5

14.3

14.1

14.4

14.6

15.1

16.2

16.0

16.7

16.9

16.4

16.9

16.7

16.6

17.4

17.3

5002=10102.00

19.7

19.8

20.7

21.2

21.4

22.3

22.4

23.6

24.0

23.6

24.2

24.6

24.3

25.6

25.5

C-104

-1

.d g n

SHEET PILE

PROPOSED

STAGING AREA

PROPOSED

FOR STORAGE

PROBABLE AREA

CLOSURE GATE

PROPOSED

A N

S I

S O

R O

N S

E D

E N

T C

O N

T R

O L P

L A

11 77

NOT IN THIS CONTRACT

PHASE I CONSTRUCTION

HANDLED ACCORDING TO THE NJDEP STANDARDS AS REQUIRED. THE STOCKPILE SHALL ALWAYS BE BOUNDED WITH HAY BALES.

ANY SOIL EXCAVATED AND CLASSIFIED TO BE RE-USED FOR BACKFILL SHALL BE STOCKPILE ONSITE. THE STOCKPILE SHALL BE11.

THE CONTRACTOR SHALL INFORM THE COR PRIOR TO SUBMITING WRITTEN NOTIFICATION TO THE SOIL CONSERVATION DISTRICT.10.

4000 KOZLOSKI ROAD, FREEHOLD, NJ 07728, (732)683-8500.

CONTRACTING OFFICER REPRESENTATIVE (COR). THE APPLICATION SHALL BE SUBMITTED TO FREEHOLD SOIL CONSERVATION DISTRICT, THE CONTRACTOR SHALL NOTIFY AND SUBMIT AN APPLICATION WITH FEES AND FINAL SEQUENCING PLAN AS APPROVED BY THE9.

THE CONTRACTORS WORKING LIMITS ARE BOUNDED WITH SILT FENCE AND ARE THE SAME.8.

ALL TREES AT THE EDGE OF WORK LIMITS SHALL BE PROTECTED FROM ANY DAMAGE.7.

SEEDING MIX DETAIL. DETAIL 4 SHEET C-501 SHOWS THE EXTENT OF VEGETATION FREE ZONE.

NO VEGETATION OTHER THAN GRASS SHALL BE SEEDED IN THE VEGETATION FREE ZONE. SEE SPECIFICATION SECTION 32 92 19 FOR6.

ALL DISTURBED AREAS SHALL BE SEEDED AND RESTORED TO THE ORIGINAL SITE CONDITION UNLESS OTHERWISE SPECIFIED.5.

THE AREA OF DISTURBANCE SHALL BE CLEARED AND GRUBBED PRIOR TO CONSTRUCTION.4.

LIMIT OF DISTURBANCE SHOWN HERE IS APPROXIMATE AND SHALL DEPEND ON THE CONTRACTORS MEANS AND METHOD OF WORK.3.

FEATURES LIKE ROAD OR BY THE EXTENT OF LIMIT OF DISTRUBANCE.

CONTRACTORS WORKING LIMITS PROVIDED SHALL BE 30’ OFF THE REFERENCE LINE EXCEPT BOUNDED BY ANY PERMANENT SITE 2.

JERSEY, FREEHOLD SOIL CONSERVATION DISTRICT. REFER TO SHEET G-103 FOR EROSION CONTROL NOTES.

ALL SOIL EROSION AND SEDIMENT CONTROL FEATURES SHALL BE ACCORDING TO THE GUIDELINES PUBLISHED BY THE STATE OF NEW1.

GENERAL NOTES:

CONSTRUCTION ENTRANCE

PROPOSED

STAGING AREA

PROPOSED

(TYP)

LIMIT OF DISTURBANCE

(TYP)

PROPOSED CONCRETE FLOODWALL

(TYP)

PROPOSED FILTER

CONTRACTOR WORKING LIMITS

PROPOSED VEGETATION FREE ZONE

(TYP)

PROPOSED SILT FENCE

SHEET PILE SPLICE

PROPOSED

200’0 100’

SCALE:1"=100’

TURBIDITY BARRIER

PROPOSED

ENTRANCE

PROPOSED CONSTRUCTION

TO BE RELOCATED

EXISTING 2" GAS LINE

EXISTING GRADE

EXISTING CURB

TIE IN TO

CONCRETE FLOOD WALL

SPLICING TO EXISTING MARINA SHEET PILE

SHEET PILE MARINA WALL

EXISTING TOP OF

OLD PORT MONMOUTH ROAD

TOP OF SHEETING/SPLICE EL. 13.0

EXISTING LANDWARD GRADE BOTTOM OF CONCRETE FLOOD WALL FOOTING

TOP OF FLOODWALL EL. 13.0

BOTTOM OF CONCRETE FLOOD WALL FOOTING

1’ TOLERANCE EL. 16.0

EXISTING BEACH FILL

BEACH FILL EL. 15.0

EXISTING PHASE I

AT CENTER OF THE DUNE

TIE PROPOSED FLOODWALL

S T

BOTTOM OF SHEET PILE CUT OFF WALL

WITH SLEEVE

RELOCATED 2" GAS LINE

TO BE RELOCATED

SANITARY SEWER

EXISTING 8"

WITH SLEEVE

6" WATERMAIN

RELOCATED

-2

.d g n

TOP OF WALL EL. 13.0

STA. -0+07 TO STA. 14+00

S .I .S

C-201

CONCRETE FLOOD WALL

S T

WALL SECTION A

WALL SECTION B

WALL SECTION C WALL SECTION D

SECTION E

WALL

WALL SECTION E

PAD

GATE

WALL SECTION F WALL SECTION G WALL SECTION H

STA. 14+00 TO STA. 26+85

STORM PIPE, INV. 2.8–

REMOVE EXISTING 24"

SANITARY SEWER, INV. 1.12–

REMOVE EXISTING 8" ABANDONED

SANITARY SEWER, INV. -1.91–

REMOVE EXISTING 8" ABANDONED

A N

S I

F L

O O

D W

A L L P

R O

BOTTOM EL. -17.0

NEW SHEET PILE 30’ LONG

12 77

+ GATE PAD

WALL SECTION E+ GATE PAD

WALL SECTION E

EL. -11.0

EL. -12.0

EL. -11.0

EL. -12.0

EL. -11.0

ROAD CLOSURE GATE

0 5’

SCALE: 1"= 5’V

10’ 100’0 50’

SCALE: 1"=50’H

INV. -2.82–

RELOCATED 8" SANITARY SEWER

SITE BY THE CONTRACTOR. REFER SHEET C-503, C-504 FOR UTILITY RELOCATIONS DETAILS.

ON THE INFORMATION PROVIDED IN THE SURVEY. ACTUAL LOCATIONS SHALL BE VERIFIED ON

THE HORIZONTAL AND VERTICAL LOCATIONS OF THE EXISTING UTILITY CROSSINGS, ARE BASED2

ALL ELEVATIONS PROVIDED ARE IN NAVD 88.1

NOTES:

TO BE RELOCATED

WATERMAIN

EXISTING 6"

EL. 0.0

EL. -1.0

EL. -2.0

EL. -1.0

EL. -2.0

EL. -1.0

EL. 0.0

EL. -10.0

EL. -11.0

EL. -10.0

S T

U E D

A T

S O

A T

N N

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

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

SHEET OF

New York District of Engineers

US Army Corps

N E

W Y

O R

N Y

N E

W Y

O R

K D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

IDENTIFICATION

SHEET

-0+070+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00

-5

-15

-10

-5

-10

-15

14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00

-5

-15

-10

-5

-10

-15

C-202

-2

.d g n

PROPOSED GRADES

TIE IN TO

CLOSURE GATE PAD

EL. 5.25

SEMI-TRAPEZOIDAL SWALE S1 AND S2

1:3V

SCALE: 1:30H

PROPOSED GRADES

TIE IN WITH

1:3V

SCALE: 1:30H

SEMI-TRAPEZOIDAL SWALE S3

@ 2.5H:1V

TIE TO EXISTING

EXISTING GRADE

PROPOSED SWALE S1 PROPOSED SWALE S2

PROPOSED SWALE S3

PROPOSED SWALE S4

PROPOSED SWALE S5

CHANGE TO TRAPEZOIDAL SWALE

@ 2.5H:1V

TIE TO EXISTING

EL. 5.52

MEET EXISTING

EL. 5.52

MEET EXISTING

CHANGE TO TRAPEZOIDAL SWALE

1:3V

SCALE: 1:30H

SEMI-TRAPEZOIDAL SWALE S4

TO 2’ BASE WIDTH SWALE

TRANSITION 1’ BASE WIDTH

TO 3’ BASE WIDTH SWALE

TRANSITION 2’ BASE WIDTH

GATE PAD

CLOSURE

INV. 2.25

12" RCP OUTLET PIPE

@ 2.5H:1V

TIE TO EXISTING

@ 4H:1V

TIE TO TOP OF PAD

15" RCP OUTLET PIPE

1:4V

SCALE: 1:40H

SEMI-TRAPEZOIDAL SWALE S5

EXISTING 15" CULVERT EXISTING 15" CULVERT

A N

S I

S T

O R

M W

A T

E R S

W A

L E P

R O

TO MEET TOP OF PAD

SLOPE @ 2.5H:1V

CURB EL. 5.5

TIE IN WITH TOP OF

13 77

CURB

PROPOSED

U E D

A T

S O

A T

N N

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

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

SHEET OF

New York District of Engineers

US Army Corps

N E

W Y

O R

N Y

N E

W Y

O R

K D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

IDENTIFICATION

SHEET

7+60 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 15+35

E L

0.73% 0.16%

0.55%

E L

0+00

P V I

E L

0.44%

0.48%

E L

P V I

E L

P V I

E L

0.44%

0.50%

P V I

0+64/13+43.50 13+00 12+00 11+00 10+00 0+64/13+43.50 14+00 15+00 16+00

P V I

25+00 26+00

18+00 19+0017+0015+00 16+00 23+00 24+0022+0020+00 21+00

E L

1.89

0.54%

0.33%

E L

C-203

-2

.d g n

1:3V

SCALE: 1:30H

SEMI-TRAPEZOIDAL SWALE S6 AND S7

MEET EXISTING GRADE

TRAPEZOIDAL SWALE

PROPOSED SWALE S7

PROPOSED SWALE S6

@ 2.5H:1V

TIE IN TO EXISTING

EXISTING GRADE

PROPOSED FLOODWALL

PROPOSED MANHOLE

I N

SWALE S1 AND S2

LOW POINT OF

PROPOSED GRADE

1:3V

SCALE: 1:30H

SWALE S1 AND S2 OUTLET PIPE

I N

O U

X I

S T I

N G

I N

S T I

N G

SWALE S5

DOWNSTREAM END OF

I N

67 LF

26 LF

GRADE

EXISTING

E X I

S T I

S I

G R

A T

I N

28 LF–

1:3V

SCALE: 1:30H

SWALE S5 OUTLET PIPE

I N

R I

M H

I N

O P

O S

E D

R I

M H

WITH 15" RCP, CLASS V

REPLACE EXISTING 8" PIPE

15" RCP CLASS IV @ 0.61%

188 LF, 12" RCP CLASS IV @ 0.51%

A N

S I

S T

O R

M W

A T

E R S

W A

L E A

N D P

E P

R O

E S

14 77

U E D

A T

S O

A T

N N

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

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

SHEET OF

New York District of Engineers

US Army Corps

N E

W Y

O R

N Y

N E

W Y

O R

K D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

IDENTIFICATION

SHEET

0+00 E

E L

1.85

0.74%

0.88%

E L

0+43.76/

20+13.86

P V I

21+00 22+00 23+00 24+00 25+00 26+00

P V I

1+40

0+00 1+00 2+00 2+20

0+00 1+00

-3

.d g n

C-301

SHEET PILE

EXISTING MARINA

C R

O S

S S

E C

N S

PROTECTED SIDEUNPROTECTED SIDEEXISTING CURB LINE

PROPOSED SHEET PILE TIE-IN

EL. 13.0

EXISTING GRADE

PROPOSED SHEET PILE TIE-IN

EL. 13.0

SPLICE

PROPOSED SHEET PILE

EXISTING GRADE

BOAT MARINA

PORT MONMOUTH ROAD

EXISTING GRADE

SHEET PILE

EXISTING MARINA

SPLICE

PROPOSED SHEET PILE

EL 13.0

BOAT MARINA

UNPROTECTED SIDE PROTECTED SIDE

PORT MONMOUTH ROAD

EL 13.0

UNPROTECTED SIDE PROTECTED SIDE

PROPOSED FLOOD WALL

EL 13.0

TOP OF CURB

GRADE @ 5% FROM

SLOPE VARIES

PROTECTED SIDEUNPROTECTED SIDE

PORT MONMOUTH ROAD

GRADE 3H:1V MIN.

OF DEWATERING BASIN

MEET EXISTING BOTTOM

REFER TO SHEET C-304 FOR CROSS SECTION NOTES.1.

NOTES:

REFERENCE LINE

A N

S I

15 77

40’10’

SCALE:1"=20’H

0 20’

SCALE: 1"= 10’V

20’10’

CONCRETE BLOCKS

ARTICULATING CELLULAR

15’

CONCRETE BLOCKS

ARTICULATING CELLULAR

U E D

A T

S O

A T

N N

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

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

SHEET OF

New York District of Engineers

US Army Corps

N E

W Y

O R

N Y

N E

W Y

O R

K D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

IDENTIFICATION

SHEET

0 25 50 75-25-50-75

-0+07

0 25 50 75-25-50-75

0+00

-5

-10

0 25 50 75-25-50-75

0+50

-5

-10

-5

-10

0 25 50 75-25-50-75

1+00

-5

-10

-5

-10

0 25 50 75-25-50-75

1+50

-5

-10

-5

-10

0 25 50 75-25-50-75

2+00

-5

-10

-5

-10

0 25 50 75-25-50-75

2+50

-5

-10

-5

-10

0 25 50 75-25-50-75

3+00

-5

-10

-5

-10

0 25 50 75-25-50-75

3+50

-5

-10

-5

-10

0 25 50 75-25-50-75

4+00

-5

-10

-5

0 25 50 75-25-50-75

4+50

-5

0 25 50 75-25-50-75

5+00

-5

0 25 50 75-25-50-75

5+50

-5

0 25 50 75-25-50-75

6+00

-5

STA.-0+07 TO STA.6+00

.d g n

EL 13.0

UNPROTECTED SIDE PROTECTED SIDE

PROPOSED FLOOD WALL

PORT MONMOUTH ROAD

TOP OF CURB

GRADE @ 5% FROM

GRADE 3H:1V MIN.

HIGH POINT 8.0–

TOP OF CURB

GRADE @ 5% FROM

REFER TO SHEET C-304 FOR CROSS SECTION NOTES.1.

NOTES:

EXISTING GRADE

PROPOSED SWALE S1

UNPROTECTED SIDE PROTECTED SIDE UNPROTECTED SIDE PROTECTED SIDE

PROPOSED SWALE S2

PROPOSED SWALE S1

PROPOSED SWALE S3

TO PROPOSED SWALE S3

TRANSITION OF SLOPE DOWN

PROPOSED FLOOD WALL

PROPOSED SWALE S1 PROPOSED SWALE S3

PROPOSED FLOOD WALL

PROPOSED FLOODWALL

PROPOSED SWALE S4

SWALE

PROPOSED OUTLET

EL 13.0

REFERENCE LINE

A N

S I

C R

O S

S S

E C

N S

C-302

GRADE (TYP)

MEET EXISTING

GRADE (TYP)

MEET EXISTING

16 77

40’10’

SCALE:1"=20’H

0 20’

SCALE: 1"= 10’V

20’10’

CONCRETE BLOCKS

ARTICULATING CELLULAR

CONCRETE BLOCKS

ARTICULATING CELLULAR

U E D

A T

S O

A T

N N

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

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

SHEET OF

New York District of Engineers

US Army Corps

N E

W Y

O R

N Y

N E

W Y

O R

K D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

IDENTIFICATION

SHEET

-5

0 25 50 75-25-50-75

6+50

-5

0 25 50 75-25-50-75

7+00

-5

0 25 50 75-25-50-75

7+50

-5

0 25 50 75-25-50-75

8+00

-5

0 25 50 75-25-50-75

8+50

-5

0 25 50 75-25-50-75

9+00

-5

0 25 50 75-25-50-75

9+50

-5

0 25 50 75-25-50-75

10+00

-5

0 25 50 75-25-50-75

10+50

-5

0 25 50 75-25-50-75

11+00

-5

0 25 50 75-25-50-75

11+50

-5

0 25 50 75-25-50-75

12+00

-5

0 25 50 75-25-50-75

12+50

-5

0 25 50 75-25-50-75

13+00

-5

0 25 50 75-25-50-75

13+50

.d g n

PROTECTED SIDEUNPROTECTED SIDE PROTECTED SIDEUNPROTECTED SIDE PROTECTED SIDEUNPROTECTED SIDE

PROPOSED FLOODWALL

PROPOSED SWALE S4PROPOSED SWALE S2

EL 13.0

TO MEET EL. 5.0

EXTEND PROPOSED GRADE

TO MEET EL. 5.0

EXTEND PROPOSED GRADE

PROPOSED SWALE S4

GATE PAD

PROPOSED CLOSURE

EL. 5.25

TOP OF PAD

OLD PORT MONMOUTH ROAD

EL. 5.25

MEET EXISTING

GRADE @ 5% TO

EL 13.0

PROPOSED CLOSURE GATE

UNPROTECTED SIDE PROTECTED SIDE

PROPOSED SWALE S5

TOP OF CURB

GRADE @ 5% FROM

PROPOSED SWALE S5

EL 13.0

@ EL. 5.0

MEET TOP OF BASIN

SWALE TO SWALE S7

PROPOSED TRAPEZOIDAL

PROPOSED SWALE S7PROPOSED SWALE S5

PROPOSED FLOOD WALL

EL 13.0

ROAD

OLD PORT MONMOUTH

ROAD

PORT MONMOUTH

EXISTING BASIN

ROAD

PORT MONMOUTH

REFER TO SHEET C-304 FOR CROSS SECTION NOTES.1.

NOTES:

A N

S I

C R

O S

S S

E C

N S

C-303

GRADE (TYP)

MEET EXISTING

GRADE (TYP)

MEET…

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