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BID #: CENAP-OPR-2020-00820

ISSUED: 1/19/2022

DUE: TBD

VALUE: TBD

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Executive Summary

This is a public notice from the US Army Corps of Engineers, Philadelphia District, regarding an application for a Department of the Army permit. The Borough of Ocean Gate is applying for the permit to perform beach and dune restoration and construct wave attenuation and dissipation structures along approximately 1 mile of waterfront on E. Riviera Ave. along the Tom's River. The project includes discharging approximately 10,000 cubic yards of fill materials into approximately 3 acres of waters below the high tide line at 6 locations. Comments on the proposed work should be submitted via email within thirty (30) days to Philadelphia DistrictRegulatory@usace.army.mil. UNLOCK

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THIS IS NOT A PAID ADVERTISEMENT
US Army Corps
of Engineers.
Philadelphia District
Wanamaker Building
100 Penn Square East
Philadelphia, PA 19107-3390
ATTN: CENAP-OP-R
Public Notice
Public Notice No.
CENAP-OPR-2020-00820
Application No.
In Reply Refer to:
REGULATORY BRANCH
Date
File No.
This District has received an application for a Department of the Army permit pursuant to
Section 10 of the Rivers and Harbors Act of 1899 (33 U.S.C. 403) and Section 404 of the Clean
Water Act (33 U.S.C. 1344).
The purpose of this notice is to solicit comments and recommendations from the public
concerning issuance of a Department of the Army permit for the work described below.
APPLICANT:
Borough of Ocean Gate
AGENT:
Remington and Vernick Engineers
WATERWAYS Tom's River
LOCATION: Various waterfront locations along E. Riviera Ave. from a point just west of
Ocean Gate Avenue to a point just west of Narragansette Avenue, Borough of Ocean Gate,
Ocean County, New Jersey
ACTIVITY: To perform beach and dune restoration and to construct wave attenuation and
dissipation structures along approximately 1 mile of waterfront. The project would include the
discharge of approximately 10,000 cubic yards of fill materials into approximately 3 acres of
waters below the high tide line. The fill will be placed at 6 locations along the 1-mile stretch of
beach for dune construction. These locations are, going west to east, as described below.
1. This site starts at a point just west of the intersection of West Riviera and Ocean Gate Ave.
The proposed work at this location entails the removal of 33 linear feet of existing concrete
breakwater and the discharge of 1,178 cubic yards of fill into 0.278 acre of waters below the
high tide line for placement of concrete mats and sand cover,
2. This site starts at location just east of the intersection of East Riviera between Ocean Gate
Ave. and Asbury Ave. The proposed work at this location entails the removal of 50 linear
feet of existing concrete breakwater, extension of an existing pile-supported stormwater
outfall pipe by 30 linear feet (extending 56 feet waterward of the mean high water line), and
the discharge of 761 cubic yards of sand into 0.238 acre of waterway below the high tide line
along 290 linear feet of waterway,
-2-
3. This site starts at a location along East Riviera between Asbury and Wildwood Avenues.
The proposed work at this location entails the discharge of 1,040 cubic yards of sand cover
into 0.347 acre of waterway below the high tide line along 400 linear feet of waterway,
4. This site starts at a location along East Riviera Ave. between a point east of Wildwood Ave.
and just west of Stone Harbor Ave. The proposed work at this location entails the discharge
of 79 cubic yards of sand cover into 0.065 acre of waterway below the high tide line along
230 linear feet of waterway along,
5. This site starts at a location along East Riviera Ave. between points just east of Monmouth
Ave. and a point just east of Anglesea Ave. The proposed work at this location entails the
removal of an existing 95 foot long wooden breakwater, relocation of an existing 373 linear
foot shore-parallel concrete breakwater partially landward, at, and partially just waterward
of the high tide line, removal of an existing 57 foot long breakwater, and the discharge 3,403
cubic yards of sand cover into 0.927 square feet below the high tide line, and
6. This site starts at a location along East Riviera between points just east and west of Newport
Ave. to a point just west of Narragansett Ave. The proposed work in this location entails
the removal of an existing 97 foot long wooden breakwater, extend an existing pile-
supported stormwater outfall by 30 linear feet (extending 77 feet waterward of the mean
high water line), and discharge 2,198 cubic yards of sand cover for beach and dune
construction into 0.676 acre below the high tide line.
Additionally, dunes would be constructed along the entire length of waterway above the high tide
line. A floating turbidity curtain would be deployed along each stretch of project as it occurs to
minimize turbidity. The project would also involve the removal or re-location of existing Jersey
barrier "beach prisms" that were approved for placement by this office in 2012 under CENAP-
OP-R-20212-00309.
The applicant has also noted the following items.
1. The outfall extension between Ocean Gate Avenue and Asbury Avenue would involve the
placement of ten (10) composite fiberglass/lumber piles. The installation of these piles will
utilize a "soft start" and warning shot for hammer/vibratory driving methods,
2. The outfall extension at Newport Avenue would involve the placement of ten (10) composite
fiberglass/lumber piles. The instillation of these piles will utilize a "soft start" and warning
shot for hammer/vibratory driving methods.
3. Each breakwater removal would be completed by pulling the breakwater with a loader at
low tide.
PURPOSE: The applicant's stated project purpose is to protect the Borough's structures,
essential services, infrastructure and utilities from damage due to minor and major flooding
events, including wave action which results in damage to structures as well as erosion to the
shore.
A preliminary review of this application indicates that species listed under the Endangered
Species Act (ESA) or their critical habitat pursuant to Section 7 of the ESA as amended, may be
present in the action area. The ACOE will forward this PN to the US Fish and Wildlife Service
and/or National Marine Fisheries Service with a request for technical assistance on whether any
ESA listed species, or their critical habitat maybe present in the area which would be affected by
the proposed activity. The Philadelphia District will evaluate the potential effects of the proposed
actions on ESA listed species or their critical habitat and will consult with NOAA Fisheries as
-3-
appropriate. Endangered Species Act Section 7 consultation will be concluded prior to the final
decision on this permit application.
The decision whether to issue a permit will be based on an evaluation of the activity's
probable impact including its cumulative impacts on the public interest. The decision will reflect
the national concern for both protection and utilization of important resources. The benefits
which reasonably may be expected to accrue from the work must be balanced against its
reasonably foreseeable detriments. All factors which may be relevant to the work will be
considered including the cumulative effects thereof; among those are conservation, economics,
aesthetics, general environmental concerns, wetlands, cultural values, fish and wildlife values,
flood hazards, flood plain values, land use, navigation, shore erosion and accretion, recreation,
water supply and conservation, water quality, energy needs, safety, food and fiber production,
mineral needs and welfare of the people. A Department of the Army permit will be granted
unless the District Engineer determines that it would be contrary to the public interest.
The Corps of Engineers is soliciting comments from the public; Federal, State, and local
agencies and officials; Indian Tribes; and other interested parties in order to consider and
evaluate the impacts of this proposed activity. Any comments received will be considered by the
Corps of Engineers to determine whether to issue, modify, condition or deny a permit for this
proposal. To make this decision, comments are used to assess impacts on endangered species,
historic properties, water quality, general environmental effects, and the other public interest
factors listed above. Comments are used in the preparation of an Environmental Assessment
and/or an Environmental Impact Statement pursuant to the National Environmental Policy Act.
Comments are also used to determine the need for a public hearing and to determine the overall
public interest of the proposed activity.
Due to COVID-19, comments on the proposed work should be submitted via email, within
thirty (30) days, to the District Engineer, U.S. Army Corps of Engineers, Philadelphia District at
Philadelphia DistrictRegulatory@usace.army.mil. If it is necessary to provide a paper copy,
comments should be submitted, within thirty (30) days), via traditional hard copy mail to the U.S.
Army Corps of Engineers, Philadelphia District, Wanamaker Building, 100 Penn Square East,
Philadelphia, Pennsylvania 19107-3390, Attn: CENAP-OPR.
The USACE Cultural Resource Specialist has reviewed the proposed permit action for
potential impacts to Historic Properties eligible for or listed on the National Register of Historic
Places. A historic properties investigation has been conducted within the permit area. Historic
properties eligible for or listed on the NRHP are within the permit area, but will not be affected
by the proposed action. A determination of "No Effect" will be coordinated with the SHPO and
Tribes.
The Magnuson-Stevens Fishery Conservation and Management Act requires
all federal agencies to consult with the NOAA Fisheries on all actions or proposed actions, that
are permitted, funded, or undertaken by the agency that may adversely affect Essential Fish
Habitat (EFH). A preliminary review of this application indicates that EFH is present within the
project area. The Philadelphia District will evaluate the potential effects of the proposed actions
on EFH and will consult with NOAA Fisheries as appropriate. Consultation concerning EFH
with NOAA Fisheries will be concluded prior to the final decision on this permit application.
-4-
Compensatory Mitigation: Compensatory mitigation is not required because any losses of
aquatic resources from discharges of dredged or fill materials would be naturally re-established
at the new re-graded areas below the high tide line, therefore, such losses will be temporary and
minimal.
In accordance with Section 307(c) of the Coastal Zone Management Act of 1972,
applicants for Federal Licenses or Permits to conduct an activity affecting land or water uses in a
State's coastal zone must provide certification that the activity complies with the State's Coastal
Zone Management Program. The applicant has stated that the proposed activity complies with
and will be conducted in a manner that is consistent with the approved State Coastal Zone
Management (CZM) Program. No permit will be issued until the State has concurred with the
applicant's certification or has waived its right to do so. Comments concerning the impact of the
proposed and/or existing activity on the State's coastal zone should be sent to this office, with a
copy to the State's Office of Coastal Zone Management.
In accordance with Section 401 of the Clean Water Act, a Water Quality Certificate is
necessary from the State government in which the work is located. Any comments concerning
the work described above which relate to Water Quality considerations should be sent to this
office with a copy to the State.
It should be noted that the project is located within the Ocean Gate Shoreline Protection
Federal Project which is a Federal beach nourishment project. The project was advertised in a
public notice dated September 3, 2021 under Title 33 of the United States Code, Chapter 9,
Section 408 (33 USC §408). For any questions pertaining to the Federal project, please contact
Dr. Juan Corona of the Philadelphia District, U.S. Army Corps of Engineers at
JuanCarlos.Corona(@usace.ary.mil.
The evaluation of the impact of the work described above on the public interest will
include application of the guidelines promulgated by the Administrator, U.S. Environmental
Protection Agency, under authority of Section 404(b) of the Clean Water Act.
Any person may request, in writing, to the District Engineer, within the comment period
specified in this notice, that a public hearing be held to consider this application. Requests for a
public hearing shall state in writing, with particularity, the reasons for holding a public hearing.
Such requests must be sent electronically to David.J.Caplan@usace.army.mil.
Additional information concerning this permit application may be obtained by calling Mr.
David J. Caplan at 215-656-6731 or 215-605-7029, or by via email at
David.J.Caplan@usace.army.mil, or writing this office at the above address.
FOR:
Denn Weitereht
Digitally signed by Glenn R.
Weitknecht
Date: 2022.01.19 11:44:49
-05'00'
Todd A. Schaible
Chief, Regulatory Branch
CONTRACT DRAWINGS FOR THE
BOROUGH OF OCEAN GATE
H.M.G.P. WAVE ENERGY DISSIPATION
AND FLOOD MITIGATION
OCEAN COUNTY • NEW JERSEY
RVE
1901
REMINGTON
& VERNICK
ENGINEERS
9 ALLEN STREET
TOMS RIVER, NI 08753
(732) 286-9220, ГАХ (732) 505-8416
WEB SITE ADDRESS: WWW.RVE.COM
Cercation of 24 GA 20303300
-ENGINEERING EXCELLENCE-
KRONH
ALAN B. DITTENHOFER
NJ PROFESSIONAL ENGINEER LIC, No. 37612
BOROUGH OF OCEAN GATE
MAYOR
PAUL J. KENNEDY
COUNCIL PRESIDENT
DAVE KENDRICK
COUNCIL MEMBERS
JOELLA NICASTRO
JOHN SERPICA
MARK HAUG
ALEX MARTINEZ
LAURA PADHAMHARIA
CLERK
ILEANA VAZQUEZ-GALLIPOLI
4
# Plan Sheet Number
BOROJOM OF CLEAR GATE
5
7
6
PROJECT LOCATION MAP
N.T.S.
PORTION OF KEYMAP SHEET OF THE BOROUGH OF OCEAN GATE TAX MAPS )
SHEET #
1
KEY MAP
2
3
4-8
9-12
13-14
15-16
17
18
SHEET INDEX
DESCRIPTION
TITLE SHEET
NOTES AND QUANTITIES
STANDARD LEGEND
PROPOSED IMPROVEMENT PLANS
PROPOSED CROSS SECTIONS
CONSTRUCTION DETAILS
SOIL EROSION PLANS
SOIL EROSION NOTES
SOIL EROSION DETAILS
BEAR
VALIO
8
GENERAL NOTES:
1. THE BOROUGH H.M.G.P. COMMITTEE DIRECTED THE REMOVAL OF THE GROINS AS THE SCOURING
AND SAND DEPOSITING HAS NEGATIVELY IMPACTED THE RESIDENTS, THE REMOVAL MILL REDUCE
REMOVAL MILL REQUIRE
IT SELECT AREAS OF THE SHORELINE THE BOROUGH UNDERSTANDS THE
REQUIRE MAINTENANCE TO ENSURE THE BEACH WILL REMAIN STABLE
2. ARTICULATED ULATED CONCRETE MATTING IS TO SE ARMORFLEX 70-T BY CONTECH OR AN APPROVED
EQUAL THE MATTING CONSISTS OF AF A FLEXIBLE. INTERLOCKING SERIES OF BLOCKS THAT ARE
EROSION CONTROL WHILE STILL ALLOWING FULL VEGETATION TO CROW
THE ARTICULATED CONCRETE MATTING SHALL BE LACED LONGITUDINALLY INITH REVETHENT
CABLES
ALL V
3. THE DUNE SYSTEM WILL BE COMPOSED OF APPROXIMATELY 3.300 LINEAR FECT OF SHORELINE
WITH A TYPICAL BEDTH OF 20 FEET. THE DUNE SYSTEM WILL HAVE A TYPICAL ELEVATION OF
VOLUMES AND CROSS SECTIONS CAN BE FOUND ON SHEETS 9-12 IN THE PLANS
TITLED BOROUGH OF OCEAN GATE HMGP WAVE ENERGY DISSIPATION AND FLOOD MITIGATION
WILL EXIST IN 12 LOCATIONS WHERE THERE WILL BE A BREAK IN THE DUNE
FENCING TO ALLOW Fo FOR PEDESTRIAN TRAFFIC ALL PUBLIC ACCESS POINTS WILL BE FREE OF
AND CLITTITTED WITH NON-SLIP BEACH ACCESS MATS
AS SHOWN
8-11-20 1 of 18
1522-U-029
DRABOcean Gase/15220029129-MISC
TITLE SHEET
BOROUGH OF OCEAN GATE
H.M.G.P. WAVE ENERGY DISSIPATION
AND FLOOD MITIGATION
BOROUGH OF OCEAN GATE
OCEAN COUNTY
DRAW Ocean Gala 152200280029-MSC.deg 1/4/2022 11:48:29 AM
NEW JERSEY
MEVISION
DATE BY
CONSTRUCTION NOTES:
TO THE START TOR CONSTRUCTION
1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS IN THE FIELD PRIOR
TION THE ENGINEER IMMEDIATELY.
ANT ERRORS OR DISCREPANDES FOUND SHALL BE BROUCHT
2. LOCATION OF EXISTING UTILITIES ARE APPROXIMATE AND MUST BE VERIFIED IN THE FIELD PRIOR
CONSTRUCTION.
3. ALL PAVED AND CONCRETE AREAS, STRUCTURES AND FEATURES (FENCING LANDSCAPING,
DRIVEWATS, ETC.) DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO A CONDITION AT
LEAST EQUAL TO THAT WHICH EXISTED PRIOR TO THE START OF CONSTRUCTION
ALL GRASSED AREAS DISTURBED DURING CONSTRUCTION SHALL BE TOPSOILED AND SEEDED.
SEEDING SHALL BE NJOOF TYPE A-3.
UNDERGROUND AND SURFACE UTRITIES AND STRUCTURES AT OR
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PRESERVATION OF
T TO THE SITE Or
CONSTRUCTION AND IT SHALL BE AT HIS OWN EXPENSE TO REPAIR
REPLACE ANYTHING
THAT HE DAMAGES
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONSTRUCTION LAYOUT OF THE PROJECT.
PATMENT SHALL BE INCLUDED UNDER THE VARIOUS ITENS IN THE BO SCHEDULE
7.
RESTORATION OF DISTURBED AREAS EXCEPT AS INDICATED ON THE BOD FORM, SHALL BE
PERSOL DE CONTRACTOR NO ADDITION TO
ACCORDANCE INDOSAD TO THE SEALS AND CURBS SH
FOR 'SITE RESTORATION.
SHALL
SHALL BE IN
INCLUDED UNDER THE UNIT PRICE BID
OF
8. THE ATTENTION OF THE CONTRACTOR IS DIRECTED TO THE FACT THAT THE APPROXIMATE
LOCATIONS OF ROADWAY FACILITIES AND UTILITY STRUCTURES THAT MAY BE ENCOUNTERED
WITHIN AND ADJACENT TO THE LIMETS OF THE WORK ARE SHOWN ON THE PLANS. THE
ACCURACY AND COMPLETENESS OF THE THIS INFORMATION IS NOT GUARANTEED BY THE ENGINEER
AND THE CONTRACTOR IS ADVISED TO VERIFY IN THE FIELD ALL THE FACTS CONCERNING THE
9.
ONS THESE FACILITIES PRIOR TO CONSTRUCTION
THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL MATERIALS AS INDICATED HEREIN IN
ACCORDANCE WITH ALL FEDERAL STATE, COUNTY AND LOCAL RECULATIONS, NO ADDITIONAL
THE BIO SCHEDULE
PATMENT SHALL BE MADE, BUT THE COST THEREOF SHALL BE INCLUDED IN THE VARIOUS ITEMS
10. DUE TO THE ONGOING NATURE OF UTIUTY INSTALLATIONS AND REPAIRS, THE CONTRACTOR
SHALL COORDINATE DIRECTLY WITH ALL URUTIES TO ACCOMMODATE THEIR WORK AND
SCHEDULE'S ANT ROADWAT BASE REPAIRS OR RESURFACING SHOWN THAT MAT BE IN CONFLICT
WITH UTILITY WORK BY OTHERS SHALL BE POSTPONED UNTIL THE UTILITIES HAVE COMPLETED
HEIR UNDERGROUND UTILITY WORK, THE CONTRACTOR SHALL REQUEST AN EXTENSION OF TWE
PAYMENT FOR EXTENSION OF TIME SHALL NOT BE MADE.
TO COMPLETE THE WORK IN ACCORDANCE WITH THE SPECIFICATIONS, HOWEVER ADDITIONAL
11. UNDERCUT ANY ZONES OF INSTABILITY DISCLOSED BY THE PROOFROLLING, AS DETERMINED BY
THE ON-SITE REPRESENTATIVE OF THE GEOTECHNICAL ENGINEER, AND REPLACE THE UNDERCUT
MATERIAL WITH CONTROLLED STRUCTURAL FILL AS DEFINED HEREIN AS REQUIRED, RAISE THE
GROUND SURFACE THE PROPOSED SUBORADE ELEVATION WITH CONTROLLED STRUCTURALHE
TILL THE GRANU
AS A COMPONENT OF THE STRUCTURAL FRL ONLY IF THE SOL IS WITHIN 28 OF THE OP THAUM
MOISTURE CONTENT AS DETERMINED BY THE MODIFIED PROCTOR TEST (ASTM 0 1557)
ANULAR PORTION OF THE ON-SITE SOLS PREVIOUSLY EXCAVATED CAN BE USED
OPTHAUM
12. CONTROLLED STRUCTURAL FILL SHOULD CONSIST OF NORGANIC, READILY COMPACTABLE
PREDOMINANTLY WELL-GRADED GRANULAR SOILS WITH NO MORE THAN 12% FINES (MATERIAL
PASSING THE NO. 200 SIEVE), AND A MAXIMUM PAR
MATERIALS SHOULD BE CONTROLLED TO WITHIN 2% OF THE OPTI
POSTENT THE PARTICLE SIZE OF INCHES THE MOISTURE
MOISTURE CONTENT, AS DETERMINED BY ASTM D1557, BY NETTINGORIERATIONS BRENDING
ANTES DE
ED FILL SHOULD BE PLACED IN LUFTS WITH A
MAXIMUM THICKNESS OF 9 IN
PACTED TO AT LEAST 90% OF THE MAJOMUM DRY DENSITY, AS
DETERMINED ST THE MODINED PROCTOR TEST (ASTM D 1557) N ADDITION, IS RECOMMENDED
ALL FILLS BE STABLE MITHOUT SIGNIFICANT MOVEMENT UNDER CONSTRUCTION TRAFFIC, AS
HAT AL
JUDGED BY THE GEOTECHNICAL ENGINEER'S REPRESENTATIVE ON-SITE QUALITY CONTROL
TESTING OF IN-PLACE FILL DENSITIES SHOULD BE CONDUCTED THROUGHOUT THE ENTIRE
CARTHWORK OPERATION
13. ALTHOUGH THERE ARE TWO ITEMS FOR "CLEARING SITC" AND "SOIL CROSION AND SEDIMENT
CONTROL ON THE PLANS, THERE IS ONE STO ITEM FOR ALL LOCATIONS
INCLUDE ALL LOCATIONS IN PREPARATION OF EACH BIO ITEM
14. ALL FILL MATERIAL TO SUITABLE TO
ITEM SHALL
SHMENT, ANY SUBSTITUTION
SEDIMENT CONTROL STANDARDS FOUNDER AND OCEAN COUNTY SOL EROSION AND
MUST BE APPROVED BY THE ENGINEER
BE IN PLACE
15. PRIOR TO THE BEGINNING OF CONSTRUCTION ALL SOL EROSION AND SEDIMENT CONTROL MUST
16. CONTRACTOR TO COORDINATE ALL AREAS
PRIOR TO ANY CONSTRUCTION OR MATERIALS BROU FOR FILL MATERIAL WITH THE TOWNSHIP
ESTIMATE OF QUANTITIES
Item No.
Description
Mobilization/Demobilization
2346
Beach Replenishment/Dune Creation
Vegetation Restoration
Concrete Articulated Matting
Soil Erosion Controls
Extend 18" R.C.P. Outfall Pipe
Dune Fencing
Groin Demolition
Beach Access Mats
TOTAL EARTHWORK CALCULATIONS:
Contract
Quantity
Unit
1
LS
15.623
400
SY
12.330
AC
4.770
LS
396
IF
Volume Summary
Cal
下
Name
Type
24 Area
Cul
Factor
Factor
(Sq. Ft.) (Cu. Yd.) (Cu. Yd.j
Net
(Cu, Yd.)
TIN
VOLUMES full
1.000
1.000 326285.69 303.86
15623.44
15319,59-Fal
(Overall)
Totals
Toal
2d Arra
(Sq. FL.)
Cul
(Cu. Yd.)
Fil
(Cu. Yd.)
Net
(Cu. Yd.)
326285.69
303 86
15623 44
15319.59 Fat
Value adjusted hy cut or filf factor other than 1.0
NOTES:
FOR ALL THE
1. THE ABOVE CALCULATIONS ARE A TOTAL CUT AND FILL ANALYSIS
OPOSED EARTHWORK THIS INCLUDES THE BEACH
REPLENISHMENT FOR ABOVE AND BELOW THE MEAN HIGH WATER LINE
2. THE CALCULATIONS ARE SAMPLED IN A 30 TIN FORMAT FROM THE
EXISTING TOPOGRAPHY TO THE PROPOSED CONTOURS ANG IS
EVERY FOOT FOR AN ACCURATE RESULT.
3. THE SAMPLING METHODS USED ARE FROM AUTOCAD CIVIL 30
WARE USING THE EARTHWORK VOLUMES
Type
Arca-1 bunked 1.000
Area-2 bounded 1000
Area-3 bounded 1.000
Area-4 bounded 1.000
Алса-5 Боunded 1000
Arca-6 bounded 1,000
Anca-7 beunded 1.000
WATER DISTURBANCE AREA CALCULATIONS ONLY:
Vilnate Sponsa
Name
Cut Fil
Factor Factur
1,000
2d Area
(Sq. FL.J
Cut
(Cu. Yd)
(Cu. Yd.)
Net
(Ce. Yd.)
12035.4
0.08
1,000 10378.91 0.30
15091.99 1.47
1,000 2044,99 0.01
1,000 2652.86 0.00
1.000 39976.82 0.34
28455 0.03
1177.53
761.19
1041.13
1335.88
78.95
3403,19
2197.77
1177.46-Fill>
700k-Fill
1039.65 Fill-
1335.87 Filt
78 9511
3402.35-Fill
2197.74-Fill
Tatl
Tutal
2d Arex
(Sq. Ft)
Cut
(Cu. Yd.)
Net
(Cu. Yd.)
(Cu. Yd.)
129777.58
222
9995.63
1913.41<Fill>
• Value adjusted by cut or fill factor other than 1.0
1. THE ABOVE CALCULATIONS ARE A CUT AND FILL ANALYSIS FOR THE
NOTES:
PROPOSED EARTHWORK FRON
THE WATER LINE. THIS IS ONLY FOR AN ACHA
WATERLINE TO BELOW
BELOW THE MEAN HICH WATER LINE FOR
THE BEACH REPLENISHMENT
FOR EACH SECTION
2.
THE CALCULATIONS ARE SAMPLED IN A 30 TIH FORMAT FROM THE
CASTING TOPOGRAPHY TO THE PROPOSED CONTOURS AND IS
ACCURATE RESULT.
3. THE SAMPUNG METHODS USED METHODS USED ARE FROM AUTOCAD CIVIL 30
EARTHWORK VOLUMES
4. ALL WATER DISTURBANCE AREAS ARE BELOW THE HIGH TIDE LINE
SLE
ETS FOR EACH AREA DELUNCATED AND NOTED.
RVE
1901
REMINGTON
& VERNICK
ENGINEERS
ALLEN STREET
TOMS RIVER, NJ 08753
(732) 286-9220, FAX (732) 505-8416
WEB SITE ADDRESS: www.RVE.COM
Co-fication of Aан: 74 СА 3800300
-ENGINEERING EXCELLENCE-
MBOHH
ALAN B. DITTENHOFER
HJ PROFESSIONAL ENGINEER LIC. No. 37672
//
8-21-20
2 of 18
1572-0-021
DRAW Ocean Cote/15220029
029 4029-MC
MIPS
PH
PH AS SHOW
NOTES AND QUANTITIES
BOROUGH OF OCEAN GATE
H.M.G.P. WAVE ENERGY DISSIPATION
AND FLOOD MITIGATION
NEVIEW LE
BOROUGH OF OCEAN GATE
OCEAN COUNTY
N: DRAW Ocean Gele
Gets/152200280029-MSC.ovg 1/4/2022 11:49:50 AM
UTILITIES
ITEM
DESCRIPTION
OVERHEAD WIRE
SANITARY FORCE MAIN PIPE
STORM SEWER PIPE
GAS SERVICE
SANITARY SEWER PIPE
ELECTRIC SERVICE
FIBER OPTIC SERVICE
TELEPHONE SERVICE
COMMUNICATIONS SERVICE
IRRIGATION PIPE
WATER SERVICE
WATER SHUT-OFF
WATER METER
EXISTING
PROPOSED
ITEM
=======
SIZE TYPE
SURVEY
STANDARD LEGEND
NOTE: ALL SYMBOLS MAY NOT BE USED
DESCRIPTION
CROWS FOOT
AERIAL TARGET
CONCRETE MONUMENT
PK/MAG NAR
ORILL HOLE
SPIKE
DRILL HOLE W/ WINGS
STAKE
HUB
PIN W: CAP
IRON PIPE
IRON PIN
CROSS CUT
DISK
STONE
REBAR
BASELINE
EXISTING
WATER VALVE
WATER HYDRANT
WELL
YARD HYDRANT
METER PIT
GAS SHUT-OFF
GAS METER
GAS VALVE
GAS LINE MARKER
CLEANOUT
SEWER VENT
INLET TYPE A
INLET TYPE B
INLET TYPE E
INLET TYPE E
INLET GRATE CUSTOM
AREA DRAIN
MANHOLES
SMECART
NEW
RESET
NEW RESET
•
CENTERLIE
EASEMENT
MNEW RESET
RIGHT-OF-WAY
PROPERTY BOUNDARY
ADJACENT PROPERTY BOUNDARY
RAILROAD TRACKS
STATE BOUNDARY
MUNICIPAL/COUNTY BOUNDARY
SET
NEW RESET/ RECONSTRUCT
NEW
NEW
RESET/ RECONSTRUCT
RESET/ RECONSTRUCT
SET
NEW RESET RECONSTRUCT
ENVIRONMENTAL
+
BORING LOCATION
MONITORING WELL LOCATION
TEST PIT LOCATION
TP-
FRESHWATER WETLAND FLAG
FRESHWATER WETLAND LINE
FRESHWATER WETLAND BUFFER
EDGE OF WATER
STREAM CENTERLINE
IRRIGATION CONTROL VALVE
IRRIGATION BOX
IRRIGATION CONTROL BOX
SPRINKLER HEAD
UNKNOWN VALVE
COMMUNICATIONS PEDESTAL
COMMUNICATIONS LINE MARKER
TELEPHONE PEDESTAL
TELEPHONE LINE MARKER
ELEC, BOX
ELEC, METER
ELEC, TRANSFORMER PAD
ELEC, VAULT
ELEC. LINE MARKER
UTILITY POLE
GUY ANCHOR
ELEC, OUTLET
LIGHTS
VENT
VENT PIPE
영
A
~22
NEW
RESET
GRADING
LANDSCAPING
GRASS/SOD
DECIQUOUS TREE
SHRUBS/BUSH
EVERGREENS
STUMP
WOODS/TREE LINE
WIRE FENCE
SPLIT RAIL FENCE
WOOD/VINYL FENCE
CHAIN-LINK FENCE
*
w
TOP OF BANK/DITCH
BOTTOM OF BANK/DITCH
CONTOUR (MAJOR)
CONTOUR (MINGA)
FLOW LINE/SWALE
TIME OF CONCENTRATION
SPOT GRADE
ROADWAY GRADE
DRAINAGE FLOW
3.75
RVE
PROPOSED
ITEM
+
(SET)
• (SET)
▲ (SET)
▲ (SET)
(SET)
• (SET)
(SET)
B-
MW-
SITE & ROADWORK
DESCRIPTION
EDGE OF PAVEMENT
CURB
PAVEMENT/CONC./SIDEWALK
LIMIT OF EXCAVATION
GUIDE RAIL
BOLLARD
MAILBOX
SIGNS
FLAG POLE
BENCH
PILE
DETECTABLE WARNING SURFACE
TYPICAL STRIPING
ADA STRIPING
TRAFFIC CONTROL BOX
TRAFFIC LIGHT
DEPT. OF TRANSPORTATION MANHOLE
STATE HIGHWAY DEPARTMENT
RAILROAD CROSSING BEACON
CALL BOX
OIL FILL
UNDERGROUND STORAGE TANK LID
RISER PIPE
RAISED PAVEMENT MARKER
EXISTING
PROPOSED
....
CONCRETE SIDEWALK
CONCRETE DRIVEWAY APRON
PAVEMENT, FULL RESTORATION
PAVEMENT MILLING
DRIVEWAY RESTORATION, ASPHALT
DRIVEWAY RESTORATION, BRICK
DRIVEWAY RESTORATION, CONCRETE
DRIVEWAY RESTORATION, STONE
1901
REMINGTON
& VERNICK
ENGINEERS
9 ALLEN STREET
TOMS RIVER IN 08753
(732) 286-9220, FAX (732) 505-8416
WEB SITE ADDRESS: WWW.RVE.COM
Cartoon
GA 7800
-ENGINEERING EXCELLENCE-
BOH
ALAN B. DITTENHOFER
NJ PROFESSIONAL ENGINEER LIC. No. 37672
OR ON AYT OTHER PRO
(ARM TO SCALE)
DAMADER LOSSES AND EXPENSES ANDING OUT OF O
SHADE
ORNAMENTAL
GENERAL
ABBREVIATIONS
CALP
MISC.
BBQ GRILL
WATER FOUNTAIN
KIOSK
AIR CONDITIONER
PARKING METER
FIRE CONTROL VALVE
BARRICADE
PHOTO LOCATION
BENCHMARK LOCATION
TYPICAL SECTION ARROW
MATCH LINE
TYPICAL NORTH ARROW
BM
NORTH POINT TO BE USED ON STANDARD CONSTRUCTION SHEETS
WHERE BEARINGS REFER TO STATE PLANE COORDINATE SYSTEM.
יייייייייייי
CRATE
NOT TO SCALE
SANITARY
PERFORATO
истым
TER
STORY
NEW JERSEY
REVISION
3 of 18
1522-U-029
DRAWOcean Gate/13270029/0029-MISC
PH
PH AS SHOWN
STANDARD LEGEND
BOROUGH OF OCEAN GATE
H.M.G.P. WAVE ENERGY DISSIPATION
AND FLOOD MITIGATION
BOROUGH OF OCEAN GATE
OCEAN COUNTY
N: DRAW Ocean Gata/15220029/0029-PLANS.dwg 1/4/2022 11:49:31 AM
N: 399546,35
E-592414.53
1977 TIDELANDS LINE
MEAN HIGH WAYER
LINE (MHW)
CONSTRUCT:
(1)TYPICAL DUNE
SECTION "A"
CONSTRUCT:
12.330 S.F. ARTICULATED
CONCRETE MATTING
CONSTRUCT:
REMOVE CONCRETE
BREAKWATER
WATER AREA
DISTURBANCE #1:
12.115 S.F. (0.278 AC.)
1,178 C.Y FILL
2R2 L.F. SHORELINE
-100
CONSTRUCT:
DUNE FENCING ALONG
ELEVATION 3.0
CONSTRUCT
INSTALL VEGETATION ALONG
DUNE TO ELEVATION 3.0
LEGEND
HICH TIDE LINE (H)
WETLANDS LINE
ELEY +0.21
MEAN HIGH WATER LINE (WHWL)
MEAN HICH WATER LIVE (NW)
LEY 2010
1977 TIDELANDS CLAIM LINE
MEAN TIDE LEVEL
CLEV -0.08
PROPOSED MINOR CONTOUR
MEAN LOW WATER LINE (MW)
-0.25
PROPOSED MAJOR CONTOUR
HEAN LOWER LOW WATER (WLL)
LEV, -0.30
WEST RIVIERA
OCEAN GATE AVENUE
CROSS SECTION NOTE:
1. STATION 0:00 TO 2+00 IS TYPICAL SECTION "A".
2345
STATION 6+75 TO 16+75 IS TYPICAL SECTION WITH DUNE GRASS.
STATION 16+75 TO 34+00 IS TYPICAL SECTION WITHOUT DUNE GRASS.
STATION 34+00 TO 36+25 IS TYPICAL SECTION WITH DUNE GRASS.
STATION 36+25 TO 40+00 IS TYPICAL SECTION "B".
6. STATION 40+00 TO 41+25 IS TYPICAL SECTION WITH DUNE GRASS.
7. STATION 41+25 ΤΟ 45+00 IS TYPICAL SECTION WITHOUT DUNE GRASS.
8. STATION 45+00 TO 49+00 IS TYPICAL SECTION WITH DUNE GRASS.
9. STATION 49+00 TO 53+00 IS