PRMT C1 Re-Nourishment 12232025_BW.pdf

PDF 8 MB Posted Apr 16, 2026

Attached to: Port Monmouth Hurricane and Storm Damage Reduction Project in Middletown Township, Monmouth County, New Jersey.
Solicitation number: W912DS26BA009
Issued by: Department of the Army Corps of Engineers Engineering District New York

About this file

Written by GovTribe AI · Apr 16, 2026

This document is a solicitation package for the Hurricane and Storm Damage Reduction Project, Shore Protection Component, Beach Re-Nourishment #1, located in Middletown Township, Monmouth County, New Jersey, issued by the U.S. Army Corps of Engineers, New York District. The project involves beach fill and dune construction along approximately 35,600 linear feet of shoreline adjacent to Raritan Bay.

The primary work scope includes placement of berm fill from existing elevation 8.0 feet seaward to create a design template with a 1 vertical to 15 horizontal slope, construction of a dune system with a 1 vertical to 10 horizontal slope to elevation 15.0 feet, and protection of existing infrastructure including ADA crossovers, pedestrian crossovers, an existing fishing pier, and existing groins. The contractor must establish three construction entrance/staging areas with erosion control measures (silt fence and inlet filters), maintain designated haul routes and traffic control to separate construction activities from public beach access, and coordinate with other ongoing construction contracts in the project vicinity. Key constraints include a maximum of one active working area on either side of the existing fishing pier, restrictions on tree removal, responsibility for restoring split rail fencing, and maintenance of existing dune areas higher than proposed design elevations. The contract documents include general plans, site plans, cross sections, and erosion and sediment control details with specifications for stabilized construction entrances and inlet filter systems. Horizontal coordinates reference the New Jersey Mercator System NAD 1983, with vertical references to NAVD 1988 datum in U.S. Survey feet.

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Other files

File	Type	Posted
Solicitation Amendment W912DS26BA0090001 SF 30.pdf	PDF	May 13, 2026
PM_CT1_Beach_Renourishment_SPECS_RTA_02-20-2026.pdf	PDF	Apr 16, 2026
Solicitation - W912DS26BA009 Professional Appearance.pdf	PDF	Apr 16, 2026

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US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

NEW YORK

HURRICANE AND STORM DAMAGE REDUCTION PROJECT

SHORE PROTECTION COMPONENT

BEACH RE-NOURISHMENT #1

MIDDLETOWN TOWNSHIP, MONMOUTH COUNTY, NEW JERSEY

US Army Corps of Engineers ®

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

SHEET ID

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G-001

DRAWING INDEX

SHEET ID

NO. DRAWING TITLE

G-001 COVER SHEET

G-101 GENERAL PLAN

C-101 SITE PLAN STA. 5+00 TO STA. 18+00

C-102 SITE PLAN STA. 18+00 TO STA. 31+00

C-103 SITE PLAN STA. 31+00 TO STA. 35+63.26

C-104 SOIL EROSION AND SEDIMENT CONTROL PLAN

C-301 CROSS SECTIONS

C-501 SITE DETAILS

VH-102 PLANS AND SPECIFICATIONS SURVEY

VH-103 PLANS AND SPECIFICATIONS SURVEY

LOCATION MAP

N.T.S

35+00

35+63.26

POE: 35+63.26

: 2

+5 0.

: 7

+5 6.

: 1

: 2

: 3

CONTRACT LIMITS

PROJECT REFERENCE LINE

EXISTING FISHING PIER

EXISTING BEACH

ADA CROSSOVER

STAGING AREA 2

STAGING AREA 3

EXISTING BEACH

VEHICULAR CROSSOVER

EXISTING BEACH

VEHICULAR CROSSOVER

EXISTING BEACH

PEDESTRIAN CROSSOVER

EXISTING BEACH

PEDESTRAIN CROSSOVER

ACCESS POINT 2

CONSTRUCTION ENTRANCE

ACCESS POINT 3

CONSTRUCTION ENTRANCE

ACCESS POINT 1

CONSTRUCTION ENTRANCE

STAGING AREA 1

EXISTING GROIN

TEMPORARY BEACH ACCESS

WIDTH 12' MIN.

R A R I T A N

B A Y

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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G-101

PLAN

NORTH

SCALE: 1" = 200'

GENERAL PLANA2 400'0 200'

REFERENCE LINE ALIGNMENT COORDINATES

POINT NAME STATION NORTHING EASTING COURSE DISTANCE BEARING

R1 0+00 585,850.04 604,059.74 R1 - R2 250.47 S76° 53' 48.91"E

R2 2+50.47 585,793.25 604,303.69 R2 - R3 505.92 S73° 13' 24.91"E

R3 7+56.39 585,647.23 604,788.08 R3 - R4 542.38 S67° 49' 41.97"E

R4 12+98.76 585,442.54 605,290.35 R4 - R5 1,218.52 S65° 55' 34.01"E

R5 25+17.28 584,945.49 606,402.88 R5 - R6 907.40 S62° 25' 20.79"E

R6 34+24.69 584,525.41 607,207.19 R6 - R7 138.57 S28° 38' 04.14"E

R7 35+63.26 584,403.79 607,273.60 - - -

NOTES:

1. EXISTING CONDITIONS WAS AS SURVEYED ON 20 MAY 2025.

2. HORIZONTAL COORDINATES REFER TO NEW JERSEY MERCATOR SYSTEM NAD 1983.

3. VERTICAL AND SOUNDINGS ARE IN U.S. SURVEY FEET AND REFER TO NAVD 1988 DATUM.

4. REFER TO SURVEY SHEETS FOR LOCAL AND BENCH MARK DETAILS.

5. CONTRACTOR SHALL VERIFY BENCHMARK PRIOR TO USE.

6. THERE ARE TWO VEHICULAR CROSSOVERS AND THREE PEDESTRIAN CROSSOVERS. THE CONTRACTOR IS RESPONSIBLE

TO PROVIDE MEANS TO DIRECT TRAFFIC AND PEDESTRIANS ACCORDINGLY.

7. STAGING AREA AND BEACH ACCESS POINT SHALL BE USED IN A MANNER AS COORDINATED WITH COUNTY PARK AND COR

DURING CONSTRUCTION AND AS STATED IN THE SPECIFICATIONS.

8. THE CONTRACTOR IS NOT PERMITTED TO CUT ANY TREES TO CREATE BEACH ACCESS FROM STAGING AREA.

9. THE CONTRACTOR IS PERMITTED TO REMOVE ANY SPLIT RAIL FENCE IN CONFLICT WITH BEACH ACCESS. THE SPLIT RAIL

FENCE SHALL BE RESTORED AT THE COMPLETION OF THE PROJECT.

10. THE CONTRACTOR SHALL COORDINATE AND WORK IN CONJUNCTION WITH OTHER ON-GOING CONSTRUCTION

CONTRACTS AWARDED IN THE PROJECT VICINITY.

11. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY MEANS OF EROSION PROTECTION AS REQUIRED BY THE STATE OF

NJ, FREEHOLD SOIL CONSERVATION DISTRICT.

12. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT, MAINTAIN AND OR REHAB FOR ANY KIND OF DAMAGE CAUSED

TO THE ADA RAMPS AND FISHING PIER DURING THE COURSE OF CONSTRUCTION.

13. ANY AREA DISTURBED WITHIN THE PROJECT LIMITS SHALL BE RESTORED TO EXISTING OR BETTER CONDITION BY THE

CONTRACTOR AT THE END OF THE PROJECT.

14. THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN A DESIGNATED CONSTRUCTION HAUL ROUTE WITHIN THE BEACH

BERM AREA TO FACILITATE MOVEMENT OF CONSTRUCTION EQUIPMENT AND VEHICLES. THE HAUL ROUTE SHALL

CONNECT ALL DESIGNATED VEHICULAR ACCESS POINTS TO THE ACTIVE ROLLING 1,000 FT CONSTRUCTION AREAS AND

MAY EXTEND FROM THE EASTERN TERMINUS TO THE WESTERN INLET LIMIT OF THE PROJECT.

15. THE CONTRACTOR CAN HAVE ONLY ONE ACTIVE WORKING AREA ON THE SIDES OF THE PIER. BOTH SIDES CANNOT BE

ACTIVE AT THE SAME TIME.

16. CONTRACTOR HAUL ROUTE SHALL BE A MAXIMUM 20FT FROM THE SEAWARD TOE OF THE DUNE, EXTENDING EAST TO

THE FILL LIMITS AND WEST TO THE ACCESS POINT. THE ALIGNMENT OF THE HAUL ROUTE SHALL BE SUBJECT TO

GOVERNMENT APPROVAL PRIOR TO USE AND SHALL BE ADJUSTED AS DIRECTED TO ACCOMMODATE PUBLIC ACCESS, SAFETY, AND PROJECT CONDITIONS.

17. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN SIGNAGE, FENCING, AND TRAFFIC CONTROL MEASURES SUFFICIENT

TO CLEARLY SEPARATE THE CONSTRUCTION HAUL ROUTE AND WORK AREA FROM PUBLIC USE OF THE BEACH. AT ALL

TIMES, THE CONTRACTOR SHALL MAINTAIN SAFE PASSAGE FOR THE PUBLIC OUTSIDE THE DESIGNATED HAUL ROUTE AND

WORK AREA.

18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE OPERATION, MAINTENANCE, AND DAILY INSPECTION OF THE HAUL

ROUTE, SIGNAGE, AND TRAFFIC CONTROL MEASURES. THE CONTRACTOR SHALL REPAIR, REPLACE, OR ADJUST SUCH

MEASURES AS NECESSARY TO ENSURE CONTINUOUS SAFE SEPARATION OF CONSTRUCTION OPERATIONS FROM PUBLIC

BEACH USE.

19. THE CONTRACTING OFFICER RESERVES THE RIGHT TO REQUIRE MODIFICATIONS TO THE HAUL ROUTE, SIGNAGE, OR

TRAFFIC SEPARATION MEASURES IF, IN THE JUDGMENT OF THE GOVERNMENT, THE CONTRACTOR’S PROVISIONS ARE

INADEQUATE TO PROTECT PUBLIC SAFETY OR INTERFERE WITH PROJECT OBJECTIVES.

: 7

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101112

111213

121314

14 14

151617

-5

PORT MONMOUTH ROAD

EXISTING EL. 8.0

SEAWARD BEACH BERM FILL LIMIT

SEAWARD DUNE CREST /

PROJECT REFERENCE LINE

SEAWARD TOE OF DUNE

DESIGN TEMPLATE

EL 8.0

EXISTING PEDESTRIAN

DUNE CROSSING

EXISTING DUNE

VEHICULAR CROSSING

EXISTING ADA PEDESTRIAN

DUNE CROSSING

DESIGN DUNE SLOPE

1V:10H

EXISTING FISHING PIER

EXISTING GROIN

WESTERN TAPER WEST OF STA. 8+00

TAPER TO MEET EXISTING GRADE EL. 8.0

PROJECT LIMITS

EXISTING FLOOD WALL

M F

EXISTING DUNE TO REMAIN

UNDISTURBED, EL. 15.0

BERM SLOPE

1V:15H (TYP.)

STAGING AREA

R A R I T A N

B A Y

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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C-101

PLAN

NORTH

SCALE: 1" = 50'

SITE PLANA2 50' 100'0

NOTES:

1. EXISTING DUNE SHALL BE LEFT AS-IS IF IT IS HIGHER THAN PROPOSED DUNE. DASHED DUNE LINES REPRESENT THE AREAS

WHERE EXISTING DUNE MAY BE HIGHER THAN PROPOSED DUNE. VERIFY IN FIELD.

2. DESIGN BEACH TEMPLATE WAS CONSTRUCTED IN 2014, SINCE THEN THE DUNE HAS GROWN AND EXISTS ONSITE.

3. BERM HIGHER THAN EL. 8.0 SHALL NOT BE MODIFIED AT ALL.

4. PORTION OF THE ERODED BERM WAS FILLED IN 2023 BETWEEN STA. 9+00 AND 18+00.

5. BERM FILL IN THIS CONTRACT SHALL BE FROM EXISTING EL. 8.0 AND SEAWARD AS SHOWN.

6. FOR GENERAL NOTES, REFER TO SHEET G-101.

7. FOR CROSS SECTIONS, REFER TO SHEET C-301.

C H

C -1

: 2

1091112

151514

-4

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-2

-1

10111213

101112

10111213

1011121314

10111213

11121314

121314

11121314

151313 14

121314

-5

MIT

MEET EXISTING GRADE

BERM SLOPE

1V:15H (TYP.)

PROJECT LIMITS

SEAWARD DUNE CREST /

PROJECT REFERENCE LINE

DESIGN DUNE SLOPE

1V:10H

SEAWARD TOE OF DUNE

DESIGN TEMPLATE

EL. 8.0

EXISTING GRADE EL. 8.0

LANDWARD BERM FILL LIMIT

SEAWARD EDGE OF BERM

EXISTING DUNE TO REMAIN

UNDISTURBED, EL. 15.0

PROJECT LIMITS

STAGING AREA

R A R I T A N

B A Y

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PLAN

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SCALE: 1" = 50'

SITE PLANA2 50' 100'0

NOTES:

1. EXISTING DUNE SHALL BE LEFT AS-IS IF IT IS HIGHER THAN PROPOSED DUNE. DASHED DUNE LINES

REPRESENT THE AREAS WHERE EXISTING DUNE MAY BE HIGHER THAN PROPOSED DUNE. VERIFY

IN FIELD.

2. DESIGN BEACH TEMPLATE WAS CONSTRUCTED IN 2014, SINCE THEN THE DUNE HAS GROWN AND

EXISTS ONSITE.

3. BERM HIGHER THAN EL. 8.0 SHALL NOT BE MODIFIED AT ALL.

4. PORTION OF THE ERODED BERM WAS FILLED IN 2023 BETWEEN STA. 9+00 AND 18+00.

5. BERM FILL IN THIS CONTRACT SHALL BE FROM EXISTING EL. 8.0 AND SEAWARD AS SHOWN.

6. FOR GENERAL NOTES, REFER TO SHEET G-101.

7. FOR CROSS SECTIONS, REFER TO SHEET C-301.

C H

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35+63.26

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8 9

78911

109111213

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111213

-5

PROJECT LIMITS

MEET EXISTING GRADE

BERM SLOPE

1V:15H (TYP.)

EASTERN TAPER FROM STA. 34+00

BERM SLOPE

1V:15H (TYP.)

DESIGN DUNE SLOPE

1V:10H

SEAWARD TOE OF DUNE

DESIGN TEMPLATE

EL. 8.0

R A R I T A N

B A Y

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SCALE: 1" = 50'

SITE PLANA2 50' 100'0

C H

C -1

NOTES:

1. EXISTING DUNE SHALL BE LEFT AS-IS IF IT IS HIGHER THAN PROPOSED DUNE. DASHED DUNE LINES REPRESENT THE AREAS

WHERE EXISTING DUNE MAY BE HIGHER THAN PROPOSED DUNE. VERIFY IN FIELD.

2. DESIGN BEACH TEMPLATE WAS CONSTRUCTED IN 2014, SINCE THEN THE DUNE HAS GROWN AND EXISTS ONSITE.

3. BERM HIGHER THAN EL. 8.0 SHALL NOT BE MODIFIED AT ALL.

4. PORTION OF THE ERODED BERM WAS FILLED IN 2023 BETWEEN STA. 9+00 AND 18+00.

5. BERM FILL IN THIS CONTRACT SHALL BE FROM EXISTING EL. 8.0 AND SEAWARD AS SHOWN.

6. FOR GENERAL NOTES, REFER TO SHEET G-101.

7. FOR CROSS SECTIONS, REFER TO SHEET C-301.

STAGING AREA 2

ACCESS POINT 2

CONSTRUCTION ENTRANCE

SILT FENCE

INLET FILTER

(TYP)

INSET A

INSET B

INSET C

SF SF

ACCESS POINT 1

CONSTRUCTION ENTRANCE

STAGING AREA 1

SILT FENCE

INLET FILTER

(TYP)

STAGING AREA 3

ACCESS POINT 3

CONSTRUCTION ENTRANCE

SILT FENCE

INLET FILTER

(TYP)

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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SCALE: 1" = 50'

INSET AA1

PLAN

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SCALE: 1"= 200'

SOIL EROSION AND SEDIMENT CONTROL PLANH1 400'0 200'

SCALE: 1" = 50'

INSET BA8 SCALE: 1" = 50'

INSET CA14

NOTES:

1. PROVIDE ALL EROSION MEASURES AS PER FREEHOLD, NJ SOIL CONSERVATION DISTRICTS

REQUIREMENTS.

2. PROVIDE SILT FENCE AROUND ALL STAGING AREAS AND STOCK PILE AREAS.

3. PROVIDE INLET FILTER TO ALL CATCH BASINS ALONG THE ROADWAY, BETWEEN THE PROJECT

EXTENT INCLUDING THE STAGING AREAS.

4. REFER TO SHEET C-501 FOR EROSION CONTROL FEATURE DETAILS.

C E

6+00

-10

00-100-200-300-400-500

C E

9+00

-10

00-100-200-300-400-500

C E

12+00

-10

00-100-200-300-400-500

C E

15+00

-10

00-100-200-300-400-500

C E

18+00

-10

00-100-200-300-400-500

C E

21+00

-20

-10

-20

-10

00-100-200-300-400-500

C E

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-20

-10

-20

-10

00-100-200-300-400-500

C E

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-20

-10

-20

-10

00-100-200-300-400-500

C E

30+00

-20

-10

-20

-10

00-100-200-300-400-500

C E

33+00

-20

-10

-20

-10

00-100-200-300-400-500

C E

35+63.26

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00-100-200-300-400-500

C E

5+46.20

-10

00-100-200-300-400-500

EXISTING GRADE

DESIGN TEMPLATE

PROPOSED BERM FILL

165.00'

95.00'

1' TOLERANCE

TOP OF DUNE

EL. 15.0

TOP OF BERM

EL. 8.0

BEACH

FILL

SEP 2023 SURVEY

JUNE 2022 SURVEY

EXISTING DUNE

MAY 2025 SURVEY

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C-301SCALE: 1" = 100'H, 1" = 10'V

CROSS SECTIONSA2 100' 200'0

NOTES:

1. CROSS SECTIONS ARE TAKEN PERPENDICULAR TO THE REFERENCE LINE.

2. DIMENSIONS SHOWN ARE TYPICAL TO ALL SECTIONS.

3. EXISTING GRADE SURVEY DOES NOT COVER THE DUNE AREA.

4. ANY EXISTING FILL ABOVE EL. 8.0 SHALL NOT BE DISTURBED.

EASTERN TAPER

PROFILE

PLAN

EXISTING GROUND

100' OR GREATER AS REQUIRED

LENGTH VARIES, SEE

TABLE

FULL WIDTH OF CARTWAY AS

SHOWN ON PLANS (MIN10' WIDE)

PUBLIC R.O.W.

AS REQUIRED

EXISTING GROUND 12

" M

6" M

CRUSHED STONE GEOTEXTILE FABRIC

NOTES:

1. PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND

PUBLIC R.O.W.

2. PLACE STABILIZED CONSTRUCTION ENTRANCE AT LOCATION(S) AS SHOWN ON THE EROSION

AND SEDIMENTATION CONTROL PLANS.

3. STONE SIZE SHALL BE ASTM C-33, SIZE NO. 2 OR 3, CRUSHED STONE.

4. THE THICKNESS OF THE STABILIZED CONSTRUCTION ENTRANCE SHALL NOT BE LESS THAN 6".

5. THE WIDTH AT THE EXISTING PAVEMENT SHALL NOT BE LESS THAN THE FULL WIDTH OF POINTS

OF INGRESS AND EGRESS.

6. THE STABILIZED CONSTRUCTION DRIVEWAY SHALL BE MAINTAINED IN A CONDITION WHICH

WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO THE PUBLIC R.O.W./PAVEMENT.

THIS REQUIRES PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR ADDITIONAL LENGTH

AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURE USED TO TRAP

SEDIMENT OR AS MAY BE REQUIRED BY THE SOIL CONSERVATION DISTRICT AS CONDITIONS

DEMAND.

7. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO THE PUBLIC

R.O.W./PAVEMENT MUST BE REMOVED IMMEDIATELY AND AT THE DAYS END.

8. WHERE TRACKING OF SOIL ONTO ROADWAYS IS A CONTINUAL OCCURRENCE, THE

CONTRACTOR WILL BE REQUIRED TO BROOMSWEEP THE ROADWAY AT TWO-HOUR INTERVALS

MINIMUM AND PRIOR TO LEAVING THE CONSTRUCTION SITE AT THE DAYS END. IF TRACKING

PADS AND SWEEPING DO NOT CONTROL TRACKING, A TRUCK WASH SHALL BE ESTABLISHED

OR HAULING OPERATIONS WILL BE STOPPED.

9. ALL STONE USED FOR STABILIZED CONSTRUCTION ENTRANCE SHALL REMAIN IN PLACE FOR

THE DURATION OF THE PROJECT AND BE REMOVED AT CONTRACT COMPLETION UNLESS

OTHERWISE INSTRUCTED BY THE CONTRACTING OFFICER'S REPRESENTATIVE.

GEOTEXTILE FABRIC SECURED

TO POSTS WITH METAL FASTENERS

AND REINFORCEMENT BETWEEN

FASTENER AND FABRIC

FENCE POSTS CONSTRUCTED OF

HARDWOOD 1 12" MINIMUM DIAMETER,

SPACED 8'-0" O.C.

2' -0

" M

-0 " M

EXISTING

UNDISTURBED

GROUND

6"DIG 6" WIDE AND 6"

DEEP TRENCH, BURY

BOTTOM FLAP,

TAMP IN PLACE

FLOW

AREA OF

DISTURBANCE

DRAWSTRING RUNNING

THROUGH FABRIC ALONG

TOP OF FENCE

NOTES:

1. PLACE SILT FENCE AT LOCATIONS AS SHOWN ON THE SOIL EROSION AND

SEDIMENT CONTROL PLAN.

2. SILT FENCE SHALL BE INSTALLED SO WATER CANNOT BYPASS THE ENDS OF

THE BARRIER.

3. THE GEOTEXTILE FABRIC SHALL BE RECOMMENDED BY THE MANUFACTURER

FOR SUCH USE.

4. THE FABRIC SHALL BE SECURELY FASTENED SECURELY TO THE POSTS USING

A SYSTEM OF METAL FASTENERS (NAILS OR STAPLES) AND A HIGH STRENGTH

REINFORCEMENT MATERIAL (NYLON WEBBING, GROMMETS, WASHERS ETC.)

PLACED BETWEEN THE FASTENER AND THE GEOTEXTILE FABRIC. THE

FASTENING SYSTEM SHALL RESIST TEARING AWAY FROM THE POST. THE

FABRIC SHALL INCORPORATE A DRAWSTRING IN THE TOP PORTION OF THE

FENCE FOR ADDED STRENGTH.

5. ENDS OF INDIVIDUAL ROLLS OF GEOTEXTILE FABRIC SHALL BE SECURELY

FASTENED TO A COMMON POST BY WRAPPING EACH END OF THE FABRIC

AROUND THE POST TWICE AND ATTACHING AS SPECIFIED IN NOTE 3 ABOVE .

SPLICING OF INDIVIDUAL ROLLS SHALL NOT OCCUR AT LOW POINTS.

6. INSPECTION SHALL BE FREQUENT AND REPAIR OR REPLACEMENT SHALL BE

MADE AS PROMPTLY AS POSSIBLE.

7. SILT FENCE SHALL REMAIN IN PLACE FOR THE DURATION OF THE PROJECT

AND BE REMOVED AT CONTRACT COMPLETION UNLESS OTHERWISE

INSTRUCTED BY THE CONTRACTING OFFICER'S REPRESENTATIVE.

SILT

PUBLIC R.O.W. /

PAVEMENT

OR AS SHOWN

ON CONTRACT

DRAWINGS

PAVEMENT

OR AS SHOWN

ON CONTRACT

DRAWINGS

PERCENTAGE SLOPE OF

ROADWAY

LENGTH OF STONE REQUIRED

COARSE GRAINED SOIL FINE GRAINED SOIL

0 TO 2% 50 FT 100 FT

2 TO 5% 100 FT 200 FT

> 5% ENTIRE SURFACE STABILIZED WITH HOT MIX ASPHALT BASE

COURSE, MIX I-2

NOTE:

WHERE STAKING IS NOT PRACTICAL, HAY BALES SHALL BE

TIED TOGETHER TO PREVENT MOVEMENT.

BAG DETAIL

INSTALLATION DETAIL

NOTE: INSERT REBAR INTO SLEEVE PRIOR TO REMOVAL

LUMBER

DUMP STRAPS

(2 EACH)

EXPANSION

RESTRAINT

INLET

STRUCTURE

GENERAL NOTES:

1. REFER TO SHEET C-104 FOR EROSION CONTROL FEATURE LOCATION.

2. IT IS CONTRACTORS RESPONSIBILITY TO AQUIRE ANY EROSION CONTROL PERMIT REQUIRED FROM

FREEHOLD SOIL CONSERVATION DISTRICT.

3. ANY STOCKPILE PERIMETER SHALL BE BOUNDED BY EROSION CONTROL FEATURE APPROVED BY THE COR.

4. PLACE FILTER AT ALL OF THE CATCH BASINS WITHIN THE PROJECT AS SHOWN.

5. TYPE OF INLET FILTER TO BE USED SHALL BE PROPOSED BY THE CONTRACTOR AND APPROVED BY THE COR.

PLACE LUMBER IN HEMMED GEOTEXTILE

SLEEVE OR WRAP GEOTEXTILE AROUND

LUMBER, LAID FLAT OR ON EDGE, AND PLACE

AGAINST VERTICAL FACE OF CURB PIECE.

DO NOT COMPLETELY BLOCK VERTICAL

OPENING; ALLOW FOR FLOOD OVERFLOW.

CURB OPENING

HEMMED SLEEVE

FOR LUMBER

HOLD LUMBER

AGAINST CURB

WITH NO.2 COARSE

AGGREGARE

GEOTEXTILE SLEEVE

EXTENDS 6" OUTSIDE

OF GRATE FRAME

INLET GRATE

DUMP STRAPS

INSERT 1" REBAR

FOR REMOVAL OF

BAG FROM INLET

INLET FILTER BAG

CURB OPENING

INSERT 1" REBAR

FOR REMOVAL OF

BAG FROM INLET

DUMP STRAP

(TYP)

PROVIDE FOR

FLOOD OVERFLOW

LUMBER

DEPTH = D

WIDTH = WLENGTH = L

ANCHOR EACH HAYBALE WITH

TWO 2"X2" STAKES DRIVEN 1 1/2' TO

2' INTO THE GROUND.

HAYBALES (ABUTTED TIGHTLY

TO EACH OTHER)

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N O

C D

, N Y

N D

C O

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U R

C E

C H

-E

N -D

B / C

R B

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R K

O R

K, N

X-

-X

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M M

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X-

-X

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C-501

SCALE: N.T.S.

STABILIZED CONSTRUCTION ENTRANCE DETAILD15

SCALE: N.T.S.

SILT FENCE CONSTRUCTION AND INSTALLATION DETAILG9

SCALE: N.T.S

INLET FILTER TYPE 3 DETAILA10

SCALE: N.T.S.

INLET FILTER TYPE 1 DETAILK3

SCALE: N.T.S.

INLET FILTER TYPE 2 DETAILC3

File details come from the government source that posted it. Updated Apr 16, 2026.