Construction

BID #: N/A

DUE: TBD

VALUE: TBD

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Executive Summary

The U.S. Army Corps of Engineers, Philadelphia District, is soliciting bids for the initial construction of a beach nourishment project. This project encompasses the area from Hereford Inlet to Cape May Inlet in Cape May County, New Jersey. The scope of work involves beach nourishment, dune construction, and related infrastructure, including boardwalk crossovers and outfall pipe modifications. The project details are extensive, with numerous plan sheets outlining specific cross-sections, profiles, and construction details for various segments of the beach nourishment and dune system. The solicitation is identified by the U.S. Army Corps of Engineers, Philadelphia District, and references "95 percent plans" dated September 12, 2024. While specific submission deadlines and contact information for bidding are not provided in this excerpt, the documents indicate a significant public works infrastructure project. Key aspects include the placement of beach fill, construction of dunes to federal templates, installation and modification of pedestrian, vehicle, and ADA-compliant crossovers, and protection/modification of existing outfall pipes. The project spans multiple municipalities, including North Wildwood, Wildwood, and Wildwood Crest.

Web Content

Construction Office | Borough of Wildwood Crest
Important Announcement
BEACH BOX
REGISTRATION INFORMATION -
CLICK HERE FOR MORE INFORMATION
!
Board of Commissioners Meeting 5-20-26 (5 pm) --
Click Here For Agenda
--
Click Here To Watch Live
How to participate in Wildwood Crest Board of Commissioners meetings remotely --
Click Here For Information
U.S. Army Corps of Engineers Beach Nourishment Project 95 percent plans:
CLICK HERE TO VIEW
Cape May County Hazard Mitigation Plan Public Survey --
CLICK HERE TO ACCESS SURVEY
The Wildwoods UEZ 5-Year Zone Development Plan --
Click Here To View
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Construction Office
The Borough of Wildwood Crest Construction Department oversees the enforcement of all New Jersey State adopted construction codes which include building, fire, plumbing, electrical, mechanical, asbestos, barrier free access and lead abatement within the boundaries of the borough.
Wildwood Crest is a Class 1 municipality, which, by definition, requires all code enforcement officials to be licensed as high-rise and hazardous specialist (HHS). All inspectors are licensed by the state and are enrolled in a continuing educational program.
Plan review and inspections are performed by an agency contracted by the borough.
The purpose of the Construction Department is to control all matters concerning the construction, alteration, addition, repair, removal, demolition, use, location, occupancy of all building and structures and adequately protect the health, safety and welfare of the residents of and visitors to Wildwood Crest. Administrative, technical and advisory assistance is provided to all property owners, homeowners, architects, engineers, attorneys, developers, business owners and local and state agencies.
Borough of Wildwood Crest Construction Department
6101 Pacific Avenue
Wildwood Crest, New Jersey 08260
Office Hours: Monday-Friday 8:30 am-4 pm
Phone: 609-729-8089
Fax: 609-522-7380
Richard Allen
, Construction Official
rallen@wildwoodcrest.org
Pamela Riper
, Technical Assistant to the Construction Official
priper@wildwoodcrest.org
James Grauel
, Assistant Construction Official
jgrauel@wildwoodcrest.org
Construction Permits
Construction Permits are required to construct, enlarge, repair, alter, renovate, demolish, reconstruct or change the use of a building or structure or to install equipment. This is not an all inclusive listing of permit requirements. Permit questions should be directed to the Construction Office at 609-729-8089.
Prior to applying for a permit there are certain approvals or certifications that may be required. These are referred to as Prior Approvals and are issued by various Federal, State, and/or County agencies.
Some prior approval requirements that may apply to Construction Permits include:
Zoning Permit
Cape Atlantic Soil Conservation (609-626-3144).
Water availability from City of Wildwood Water Utility (609-846-2022)
Sewer approval from the Borough of Wildwood Crest (609-522-7446).
Street Opening Permit (for work within the Right of Way)
Coastal Area Facilities Review Act (CAFRA) permit (609-292-0060).
What is a Building Permit?
A Building Permit is a license to proceed with the work approved and shall not be construed as authority to violate, cancel or set aside any provisions of the regulations. The work must conform to the approved application, plans and specifications for which the permit has been issued including prior approvals and any amendments to the approved plans.
Construction Application
A Construction Application is an application for a Building Permit. The application must contain a general description of the work, the work location, use and occupancy of all parts of the building or structure, the owner(s) name and address, block/lot, sanitary waste disposal (sewer or septic), water or well, etc. Additionally, two copies of plans, drawn to scale, with sufficient clarity and full dimensions to show the nature and character of the work to be performed and demonstrate compliance with the code must be submitted.
Plans must show the following details:
Building Plans: Shall show foundation, floor, roof, structural plans (framing details), door and window sizes, section details, connection details, etc.
Electrical Plans: Shall show floor and ceiling plans, lighting, receptacles, motors and equipment, service entry location, line diagram and wire, conduit and breaker sizes.
Plumbing Plans: Shall show floor plans, fixtures, pipe sizes, equipment and other materials, fixture schedule and sewage disposal information.
Mechanical Plans: Shall contain floor and ceiling plans, size of air distribution ducts, duct location, and location of all equipment that will be installed.
Note:
All plans must be sealed and signed by a New Jersey Registered Architect or Licensed Engineer. The Construction Official may waive the requirement for sealed plans in the case of a single family homeowner who has prepared his own plans for the construction, alteration or repair of a structure intended to be used exclusively as his private residence, and to be constructed by the homeowner.
Printable and fillable forms necessary for the filing of a Permit Application can be downloaded from:
https://www.nj.gov/dca/codes/resources/constructionpermitforms.shtml
Construction Forms
Inspections
When a Building Permit is issued, the work must be inspected throughout the construction process. All inspections will be made by subcode officials. The following inspections must be completed before work may proceed beyond the completed stage:
The bottom of footing trenches must be inspected before concrete is placed in the trench. In case of pile foundations, a piling report shall be submitted before the inspection is made. The piling report must bear the seal and signature of an Architect or Licensed Engineer.
Foundations and all walls up to grade level must be inspected prior to back filling around the foundation. (New construction and additions require a foundation location survey to be submitted prior to the foundation inspection.)
All structural framing and connections, plumbing, electrical and fire rough installations must be inspected prior to insulating the walls.
Insulation installation must be inspected before sheet rocking the walls.
A final inspection of the entire project must be made before a Certificate of Occupancy is issued.
All inspections must be approved before proceeding to the next phase of the project.
NOTE: FINAL PAYMENT TO THE CONTRACTOR IS NOT REQUIRED TO BE MADE BEFORE A FINAL INSPECTIN ON CONSTRUCTION PERMITS FOR BUILDING, ELECTRIC, PLUMBING, FIRE PROTECTION OR ELEVATOR IS PERFORMED PURSUANT TO N.J.A.C. 13:45A – 16.2(a) 10.ii.
Scheduling An Inspection
T
o schedule an inspection, email the Construction Department at
priper@wildwoodcrest.org
To ensure inspections are scheduled promptly please include the following:
Permit Number
Complete address (including apt, condo number, door codes etc.)
Type of inspection requested
Inspections will be considered scheduled once you receive a reply to your request
Building, Fire and Mechanical inspections can be scheduled any day Monday-Friday
Plumbing and Electric are Monday, Wednesday, and Friday.
Notify the Construction Department 24 hours prior to the time the inspection is requested. Inspection requests received prior to 3:00 p.m. are normally scheduled for the next day. Inspections will always be completed within three business days.
Certificate of Occupancy
A Certificate of Occupancy is required for all building projects. Upon completion of the building or structure and passing the final inspection, the applicant must submit an application for a Certificate of Occupancy. The Construction Official will issue either a Temporary or Full Certificate of Occupancy within 10 days after the last approval.
IT IS UNLAWFUL TO OCCUPY A BUILDING OR STRUCTURE WITHOUT OBTAINING A TEMPORARY CERTIFICATE OF OCCUPANCY OR CERTIFICATE OF OCCUPANCY.
CONSTRUCTION QUICK LINKS
NJ DCA DIVISION OF CODES AND STANDARDS
INFORMATION ON INSPECTIONS OF EXTERIOR DECKS
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6101 Pacific Avenue
Wildwood Crest, NJ
(609) 522-5176
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IT'S BETTER IN THE CREST
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Document Text

--- Document: Click Here For Information ---
 
 
 
How to participate in borough meetings remotely 
 
1. Log onto the borough Facebook page 
(https://www.facebook.com/WildwoodCrestNJ) or the borough 
YouTube page 
(https://www.youtube.com/channel/UCOfTj838QwPw-
gOPbaCaMbQ) to view the meetings live. 
 
 
2. Dial in directly to listen and provide commentary: 
 
Dial:  
 
 
 
888-363-4734 
 
Enter Access Code:  
9699020# 
 
 
Questions can be sent to the borough clerk via email at 
clerk@wildwoodcrest.org or via phone at 609-729-8040. 
 
 
 
 
 
 
 
 
BOROUGH OF WILDWOOD CREST 
6101 Pacific Avenue • Wildwood Crest, NJ • 08260 
PHONE 609-522-5176 | FAX 609-522-7108 | wildwoodcrest.org 




--- Document: CLICK HERE TO VIEW ---
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SCALE IN MILES
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OF PROJECT
LOCATION
VICINITY MAP
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SCALE IN MILES
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2.5
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10
OF WORK
LOCATION
LOCATION MAP
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®
US Army Corps
of Engineers
DISTRICT
DATE
SOLICITATION NUMBER:
FILE NAME:
MARK
DWG. SIZE:
CONTRACT NUMBER:
SHEET NUMBER
BY
DESCRIPTION
ACTION
30"X42"
ISSUE/SUBMITTAL DATE:
U.S. ARMY CORPS OF ENGINEERS
DISTRICT
SOLICITATION NO: 
CONTRACT NO: 
ISSUE/SUBMITTAL DATE: 
G-001
HEREFORD INLET TO CAPE MAY INLET
CAPE MAY COUNTY, NEW JERSEY
BEACH NOURISHMENT
INITIAL CONSTRUCTION
COVER SHEET
-
G-001 COVER SHEET.DWG
95% - 12 SEPT 2024
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PHILADELPHIA
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PHILADELPHIA
INITIAL CONSTRUCTION
BEACH NOURISHMENT
CAPE MAY COUNTY, NEW JERSEY
HEREFORD INLET TO CAPE MAY INLET
95% - 12 SEPT 2024
-
-
SUBMITTED:
APPROVED:
CHIEF, ENGINEERING AND CONSTRUCTION DIVISION
CHIEF, ENGINEERING BRANCH
TRAVIS T. FATZINGER, P.E.
THIS PROJECT WAS DESIGNED BY THE
PHILADELPHIA DISTRICT OF THE U.S.
ARMY CORPS OF ENGINEERS. THE
INITIALS OR SIGNATURES AND
REGISTRATION DESIGNATIONS OF
INDIVIDUALS APPEAR ON THESE
PROJECT DOCUMENTS WITHIN THE
SCOPE OF THEIR EMPLOYMENT AS
REQUIRED BY ER 1110-1-8152.
ANDREW J. SCHWAIGER, P.E.


1
D
2
3
C
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5
A
B
1
2
3
4
5
®
US Army Corps
of Engineers
DISTRICT
DATE
SOLICITATION NUMBER:
FILE NAME:
MARK
DWG. SIZE:
CONTRACT NUMBER:
SHEET NUMBER
BY
DESCRIPTION
ACTION
30"X42"
ISSUE/SUBMITTAL DATE:
U.S. ARMY CORPS OF ENGINEERS
DISTRICT
DWN BY:
REVIEWED BY:
DES BY:
PLOT SCALE:
CKD BY:
PHILADELPHIA
G-002
HEREFORD INLET TO CAPE MAY INLET
CAPE MAY COUNTY, NEW JERSEY
BEACH NOURISHMENT
INITIAL CONSTRUCTION
DRAWING INDEX SHEET
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G-002 DRAWING INDEX SHEET.dwg
95% - 12 SEPT 2024
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PHILADELPHIA
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ADD
ADD
GMG
DAN
NTS
DRAWING INDEX
Sheet Number
Sheet Title
GENERAL
G-001
COVER SHEET
G-002
DRAWING INDEX SHEET
G-003
GENERAL INFORMATION SHEET
G-101
GENERAL PLAN
G-102
GEOMETRY - SURVEY AND CONSTRUCTION BASELINE
G-103
CWL AND STAGING AREA COORDINATES
CIVIL
C-101
PLAN - STA -11+93.5 TO STA 25+50.0
C-102
PLAN - STA 25+50.0 TO STA 58+71.0
C-103
PLAN - STA 58+71.0 TO STA 92+78.8
C-104
PLAN - STA 92+78.8 TO STA 126+06.5
C-105
PLAN - STA 126+06.5 TO STA 159+08.6
C-106
PLAN - STA 159+08.6 TO STA 192+10.6
C-107
PLAN - STA 192+10.6 TO STA 225+12.5
C-108
PLAN - STA 225+12.5 TO STA 258+14.1
C-109
PLAN - BORROW AREA A
C-110
PLAN - BORROW AREA B
C-111
PLAN - BORROW AREA C
C-201
PROFILE - 3RD AVE OUTFALL PIPE
C-301
TYPICAL SECTIONS - BEACHFILL STA. -5+00 TO STA. 10+80
(NORTH WILDWOOD)
C-302
TYPICAL SECTIONS - BEACHFILL STA. 10+80 TO STA. 68+00
(NORTH WILDWOOD)
C-303
TYPICAL SECTIONS - BEACHFILL STA. 68+00 TO STA. 136+75
(CITY OF WILDWOOD)
C-304
TYPICAL SECTIONS - BEACHFILL STA. 136+75 TO STA. 252+00
(WILDWOOD CREST & LOWER TOWNSHIP)
C-305
TYPICAL SECTIONS - BORROW AREAS
C-306
TYPICAL SECTIONS - BORROW AREAS
C-307
CROSS SECTIONS - STA. -1+00 TO STA. 57+31
C-308
CROSS SECTIONS - STA. 65+82 TO STA. 92+41
C-309
CROSS SECTIONS - STA. 100+00 TO STA. 129+200
C-310
CROSS SECTIONS - STA. 136+84 TO STA. 163+00
C-311
CROSS SECTIONS - STA. 169+88 TO STA. 196+00
C-312
CROSS SECTIONS - STA. 203+00 TO STA. 228+42
C-313
CROSS SECTIONS - STA. 235+00 to sta. 252+00
C-401
DUNE CROSSOVER SCHEDULE
C-402
PLAN - PEDESTRIAN CROSSOVER
C-403
PLAN - VEHICLE CROSSOVER
C-404
PLAN - ADA CROSSOVER
C-405
PLAN - ADA CROSSOVER
C-406
PLAN - COMBINED CROSSOVER
C-407
TYPICAL SECTION - PEDESTRIAN CROSSOVER
C-408
TYPICAL SECTION - VEHICLE CROSSOVER
C-409
TYPICAL SECTION - ADA CROSSOVER
C-501
DETAILS - FENCE
C-502
DETAILS - DUNE PLANTING AND SAND FENCE
C-503
DETAILS - OUTFALL
C-504
DETAILS - MISC.
C-505
DETAILS - BORROW AREA DREDGING
DRAWING INDEX
Sheet Number
Sheet Title
REFERENCE DRAWINGS: NORTH WILDWOOD
1.53
PLAN OF EXISTING CONDITIONS FOR 21ST AVENUE OUTFALL
2.57
PLAN FOR REPLACEMENT OF 21ST AVENUE OUTFALL
E-35-14
BEACH OUTFALL EXTENSION AND DETAILS
1
PLAN OF PIER STRUCTURE PERIMETER ASBUILT SEAPORT PIER
S-1
EMERGENCY BULKHEAD - OCEAN OASIS MOREY'S PIER
REFERENCE DRAWINGS: WILDWOOD CITY
RSK-1
26TH AVE ADA RAMP RELOCATION
RSK-2
26TH AVE ADA RAMP DETAILS
A121
WWCC FIRST FLOOR PLAN
S501
WWCC BOARDWALK EXTENSION DETAILS
A114
WWCC SITE WORK DETAILS
1 OF 52
LEAMING - STORMWATER OUTFALL
9 OF 52
LEAMING - STORMWATER OUTFALL
10 OF 52
LEAMING - STORMWATER OUTFALL
S-11
LEAMING - STORMWATER OUTFALL
REFERENCE DRAWINGS: WILDWOOD CREST
14 OF 27
38994 WASHINGTON AVE OUTFALL EXTENSION
15 OF 27
38994 HOLLYWOOD AVE OUTFALL EXTENSION
16 OF 27
38994 MIAMI AVE OUTFALL EXTENSION
17 OF 27
38994 ATLANTA AVE OUTFALL EXTENSION
18 OF 27
38994 FERN ROAD OUTFALL EXTENSION
19 OF 27
38994 HEATHER RD STORM SEWER OUTFALL EXTENSION
26 OF 27
38994 SEDIMENT CONTROL AND OUTFALL DETAILS
COVER SHEET HEATHER RD PIER - COVER SHEET
1 OF 5
HEATHER RD PIER - EXISTING CONDITION PLAN
2 OF 5
HEATHER RD PIER - PROPOSED PLAN
3 OF 5
HEATHER RD PIER - PROPOSED PLAN
4 OF 5
HEATHER RD PIER - PLAN AND TYPICAL SECTIONS
5 OF 5
HEATHER RD PIER - DETAILS
REFERENCE DRAWINGS: LOWER TOWNSHIP
1 OF 3
SEAPOINT VILLAGE - OUTFALL EXTENSION TAX MAP
2 OF 3
SEAPOINT VILLAGE - OUTFALL PROFILE
3 OF 3
SEAPOINT VILLAGE - OUTFALL DETAILS
1 OF 2
SEAPOINT VILLAGE - STORMWATER SYSTEM IMPROVEMENTS


1
X-101
1
VIEW NAME
MATCHLINE
MATCHLINE
RE: X-XXX
RE: X-XXX
1
X-101
X:XXXX
META
E XXXX
N XXXX
R=XXX'
LOCATION/IDENTFICATION OF UNDER
WATER CULTURAL ANTIQUITY W/
EXCLUSION ZONE
CONTRACTOR ACCESS
SURVEY BASELINE
OUTFALL PIPE
BEACH PATROL DUNE CROSSOVER
BP
STATION
OFFSET
OFFSET
STATION
STONE GROIN
BORROW AREA A
40+00
VIBRACORE DESIGNATION
FILL SLOPE AND BERM LINE
VEGETATION
LIMIT OF DISTURBANCE
LOD
CONTRACTOR WORK LIMIT
SAND FENCE, STRAIGHT
SAND FENCE, ZIG ZAG
FENCE LINE, METAL POST
CHAIN LINK FENCE
HANDRAIL
EXISTING STEEL SHEET PILE W/ CAP
MEAN TIDE LINE 
EXISTING MEAN LOW WATER LINE
EXISTING MEAN HIGH WATER LINE 
LWL
LANDWARD WORK LIMIT
CONTRACTOR STAGING/
STORAGE AREA
CONTRACTOR WORK LIMIT POINT
REFERENCE NUMBER/POINT LOCATION
XXX
20'
CONTOUR LINE
CONTRACTOR WORK LIMIT
(ALTERNATE LINE TYPE)
CWL
TIDAL REFERENCE - TIDAL EPOCH 1983-2001
(INTERPOLATED BETWEEN  TIDAL STATIONS ATLANTIC CITY, NJ AND LEWES, DE)
MLW
NAVD 88
-2.46
+1.59
MHW
GENERAL NOTES:
1.
ELEVATIONS ARE EXPRESSED IN FEET AND TENTHS OF A FOOT AND REFER TO THE NORTH AMERICAN  VERTICAL DATUM (NAVD) 198
2.
HORIZONTAL CONTROL IS REFERENCED TO THE  NEW JERSEY STATE PLANE COORDINATE SYSTEM (NAD 1983).
3.
THE CONTRACTOR WORK LIMIT IS AS SHOWN ON SHEET 
C-101 THROUGH C-108.
4.
THE CONTRACTOR SHALL STAGE AND ACCESS THE SITE FROM THE LOCATIONS SHOWN ON SHEET 
G-101.
5.
THE  SITE CONDITION SURVEYS ARE A RESULT OF LIDAR SURVEY CONDUCTED IN 2016 FOR UPLAND FEATURES, MONITORING AND
BORROW AREA SURVEYS DATED MARCH 2024, SITE SURVEYS MAY 2024 AND  NORTH WILDWOOD GEOMETRY AS BUILT SURVEYS  FR
2021 AND 2023.  THESE PLANS CAN ONLY BE CONSIDERED REPRESENTATIVE OF THE CONDITIONS OCCURRING AT THAT TIME.
6.
FEDERAL DUNE TEMPLATE IS NOT SHOWN IN ITS ENTIRETY IN AREAS WHERE DUNE IS GRADED TO TIE INTO EXISTING DUNES. SEE
CROSS SECTIONS AND TYPICAL SECTION SHEETS FOR FULL FEDERAL DUNE TEMPLATE LIMITS.
7.
THE CONTRACTOR MUST COORDINATE WITH ALL APPROPRIATE UTILITY COMPANIES BY MEANS OF NJ1 ON CALL SERVICES
(HTTPS:\\WWW.NJ1-CALL.ORG/) AND THE USACE RESIDENT OFFICE FOR MARK-OUT OF  ONSITE UTILITIES PRIOR TO BEGINNING
CONSTRUCTION ACTIVITIES.
8.
CONTRACTOR MUST MAINTAIN FLOW THROUGH ALL EXISTING OUTFALL STRUCTURES WITHIN PROJECT LIMITS. CONTRACTOR MUST
DAMAGE EXISTING OUTFALL DRAINAGE FEATURES SHOWN ON THE DRAWINGS. ANY DAMAGES CAUSED DURING CONSTRUCTION
ACTIVITIES MUST BE REPAIRED OR REPLACED AT NO ADDITIONAL COST TO THE GOVERNMENT.
9.
AERIAL IMAGE FROM JULY 2024 NEARMAP.
CLOUD
REVISION & AMENDMENT
CLOUD AND SYMBOL
REVISION SYMBOL
(NUMERIC)
AMENDMENT SYMBOL
(ALPHA)
1
a
SYMBOLS, ABBREVIATIONS AND GENERAL NOTES
HORIZONTAL AND VERTICAL CONTROL
MARKER
LINE TYPE LEGEND
BEACHFILL PLAN SYMBOLS LEGEND
FENCE LINE, WOOD POST
SCALE=NTS
SEAWARD EDGE OF BERM
STATION OFFSET
DUNE CENTERLINE
STATION OFFSET
VIEW TITLE SYMBOL
SECTION CUT SYMBOL
VIEW IDENTIFICATION NUMBER
VIEW NAME
DIRECTION OF VIEW
CALLOUT SYMBOL
CALLOUT AREA VIEW
MATCHLINE SYMBOL
CALLOUT IDENTIFICATION
NUMBER
DETAIL SHEET
REF NUMBER
DRAWING SHEET
MATCHING REFERNECE
NUMBER
DRAWING SHEET SYMBOLS
GRAPHIC BAR SCALE SYMBOLS
PRIMARY
SCALE
EXTENSION
SCALE
X
SECTION IDENTIFICATION NUMBER
DETAIL SHEET
REF NUMBER
X
X
X
X
PRIMARY
SCALE
EXTENSION
SCALE
V: X
X
X
X
X
X
X
X
X
H: X
SCALE IN FEET/METERS
(SINGLE SCALE, SCALE BAR)
SCALE IN FEET/METERS
(HORIZONTAL/VERTICAL SCALE BAR)
DIRECTION OF MAGNETIC
NORTH
N
NORTH
PLAN
MAGNETIC
NORTH
PLAN
NORTH
NORTH SYMBOLS
ABBREVIATIONS
ABBRV
DESCRIPTION
ABBRV
DESCRIPTION
ABBRV
DESCRIPTION
 AD
 AREA DRAIN
 FDN
 FOUNDATION
 PSI
 POUNDS PER SQUARE INCH
 ADDL
 ADDITIONAL
 FF
 FINISHED FLOOR
 PVI
 POINT OF VERTICAL INFLECTION
 AFF
 ABOVE FINISHED FLOOR
 FIN
FINISH
 RAD
 RADIUS
 BD
 BOARD
 FL
 FLOOR
 REINF
 REINFORCEMENT
 BIT
 BITUMINOUS
 FM
 FORCE MAIN
 REM
 REMOVABLE
 BL or
 BASE LINE
 FT
 FOOT, FEET
 ROW
 RIGHT OF WAY
 BLDG
 BUILDING
 FTG
 FOOTING
 S
 SOUTH
 BM
 BEAM
 G
 GROUND
 SCH
 SCHEDULE
 BMP
 BEST MANAGEMENT PRACTICE
 GOVT
 GOVERNMENT
 SECT
 SECTION
 BOT
 BOTTOM
 GR
 GRADE
 SPEC
 SPECIFICATION
 BVCE
 BEGINNING OF VERTICAL CURVE ELEVATION
 HORIZ
 HORIZONTAL
 SPRT
 SUPPORT
 BVCS
 BEGINNING OF VERTICAL CURVE STATION
 HS
 HIGH STRENGTH
 SQ
 SQUARE
 CL or
 CENTERLINE
 HT
 HEIGHT
 SST
 STAINLESS STEEL
 CMU
 CONCRETE MASONRY UNIT
 HVY
 HEAVY
 STA
 STATION
 CO
 CLEAN OUT
 IN
 INCH
 STD
 STANDARD
 COL
 COLUMN
 INSUL
 INSULATION, INSULATED
 STRUCT
 STRUCTURAL
 CONC
 CONCRETE
 IINT
 INTERIOR
 SUSP
 SUSPENDED
 CONSTR
 CONSTRUCTION
 INV
 INVERT
 SYS
 SYSTEM
 CONT
 CONTINUOUS
 LL
 LIVE LOAD
 TEMP
 TEMPORARY
 CTRL
 CONTROL
 LP
 LOW POINT
 TD
 TRENCH DRAIN
 CWL
 CONTRACTOR WORK LIMITS
 LT
 LIGHT
 TDO
 TRENCH DRAIN OUTLET PIPE
 DET
 DETAIL
 LVC
 LENGTH OF VERTICAL CURVE
 TELE
 TELEPHONE
 DGA
 DENSE GRADED AGGREGATE
 JCT
 JUNCTION
 TOPO
 TOPOGRAPHY
 DIA
 DIAMETER
 MATL
 MATERIAL
 TYP
 TYPICAL
 DIM
 DIMENSION
 MAX
 MAXIMUM
 UD
 UNDERDRAIN
 DL
 DEAD LOAD
 MIN
 MINIMUM
 UDO
 UNDERDRAIN OUTLET PIPE
 DWG
 DRAWING
 MISC
 MISCELLANEOUS
 UE
 UNDERGROUND ELECTRIC
 E
 EAST
 N
 NORTH
 UGND
 UNDERGROUND
 EA
 EACH
 NLT
 NOT LESS THAN
 UNO
 UNLESS NOTED OTHERWISE
 ECM
 EROSION CONTROL MAT
 NTS
 NOT TO SCALE
 UOP
 UNDERDRAIN OUTLET PIPE
 EJ
 EXPANSION JOINT
 OC
 ORIGINAL CONSTRUCTION
 UXO
 UNEXPLODED ORDINANCE
 EL
 ELEVATION
 OD
 OUTSIDE DIAMETER
 VB
 VINYL BASE
 ELEC
 ELECTRIC
 OH
 OVERHEAD
 VC
 VERTICAL CURVE
 EOP
 EDGE OF PAVEMENT
 OPG
 OPENING
 VCT
 VINYL COMPOSITION TILE
 EOS
 EDGE OF SHOULDER
 OPP
 OPPOSITE
 VOL
 VOLUME
 EQ
 EQUAL
 PC
 POINT OF CURVE
 VERT
 VERTICAL
 EQUIP
 EQUIPMENT
 PD
 PAVEMENT DRAIN
 VTR
 VENT THROUGH ROOF
 EXH
 EXHAUST
 PI
 POINT OF INFLECTION
 W/
 WITH
 EXIST or (E)
EXISTING
 PIV
 POST INDICATOR VALVE
 W
 WEST
 EXP
 EXPANSION, EXPOSED
 POT
 POINT OF TANGENT
 WL
 WATER LEVEL
 EXP JT
 EXPANSION JOINT
 PMP
 PROBABLE MAXIMUM PRECIPITATION
 WS
 WATER SURFACE
 EXT
 EXTERIOR
 PNL
 PANEL
 W/O
 WITHOUT
 FIG
 FIGURE SINGLE
 PSF
 POUNDS PER SQUARE FOOT
CL
BL
PROPOSED MEAN LOW WATER LINE
PROPOSED MEAN HIGH WATER LINE
STEEL SHEET PILE
CUT SLOPE AND BERM LINE
BORROW AREA C
GRADE EXISTING DUNE INTO
FEDERAL DUNE TEMPLATE
HAND AUGER DESIGNATION
FILL SLOPE AND DUNE LINE
BORING DESIGNATION
BORROW AREA B
CITY BOUNDARY LINE
1
DUNE CROSSOVER REFERENCE NUMBER  
1
D
2
3
C
4
5
A
B
1
2
3
4
5
®
US Army Corps
of Engineers
DISTRICT
DATE
SOLICITATION NUMBER:
FILE NAME:
MARK
DWG. SIZE:
CONTRACT NUMBER:
SHEET NUMBER
BY
DESCRIPTION
ACTION
30"X42"
ISSUE/SUBMITTAL DATE:
U.S. ARMY CORPS OF ENGINEERS
DISTRICT
DWN BY:
REVIEWED BY:
DES BY:
PLOT SCALE:
CKD BY:
PHILADELPHIA
G-003
HEREFORD INLET TO CAPE MAY INLET
CAPE MAY COUNTY, NEW JERSEY
BEACH NOURISHMENT
INITIAL CONSTRUCTION
GENERAL INFORMATION SHEET
-
G-003 GENERAL INFORMATION SHEET.dwg
95% - 12 SEPT 2024
-
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-
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-
-
-
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-
-
-
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-
-
-
-
-
-
-
-
-
PHILADELPHIA
-
-
-
-
ADD
ADD
GMG
DAN
NTS


FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
TS
TS
TS
TS
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
TS
TS
TS
FH
FH
FH
FH
FH
FH
FH
FH
Curb
Curb
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Curb
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Curb
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Curb
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Curb
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Curb
Curb
Curb
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Curb
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Curb
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Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
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Curb
Curb
Curb
Curb
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Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
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Curb
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Curb
Curb
Curb
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Curb
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Curb
Curb
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FH
Curb
Curb
Curb
SHEET C-106
WILDWOOD CREST
SHEET C-107
LOWER TOWNSHIP
SHEET C-108
STA 252+00
PROJECT LIMIT
CONTRACTOR ACCESS
BORROW AREA A
FILL AREA
EXISTING SUBMERGED
TREATED WATER
OUTFALL
314+03
160+00
165+00
170+00
175+00
180+00
185+00
190+00
195+00
200+00
205+00
210+00
215+00
220+00
225+00
230+00
235+00
240+00
245+00
250+00
255+00
260+00
265+00
270+00
275+00
280+00
285+00
290+00
295+00
300+00
305+00
310+00
ATLANTIC OCEAN
BORROW AREA C
161+83.68B
90+00B
95+00B
100+00B
105+00B
110+00B
115+00B
120+00B
125+00B
130+00B
135+00B
140+00B
145+00B
150+00B
155+00B
160+00B
LOWER TOWNSHIP
WILDWOOD CREST
BORROW AREA B
CONTRACTOR ACCESS
FH
FH
FH
TS
TS
TS
TS
TS
TS
TS
TS
TS
FH
FH
TS
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
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FH
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FH
FH
FH
Curb
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FH
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FH
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SHEET C-105
SHEET C-104
SHEET C-103
SHEET C-102
SHEET C-101
CITY OF
NORTH WILDWOOD
CITY OF
WILDWOOD
ATLANTIC OCEAN
HEREFORD
INLET
STA -11+18
PROJECT LIMIT
STAGING AREA
CONTRACTOR ACCESS
CONTRACTOR ACCESS
CONTRACTOR ACCESS
FILL AREA
BORROW AREA C
-28+30
-25+00
-20+00
-15+00
-10+00
-5+00
0+00
5+00
10+00
15+00
20+00
25+00
30+00
35+00
40+00
45+00
50+00
55+00
60+00
65+00
70+00
75+00
80+00
85+00
90+00
95+00
100+00
105+00
110+00
115+00
120+00
125+00
130+00
135+00
140+00
145+00
150+00
155+00
0+00A
-5+00A
STAGING AREA
BORROW AREA
EXCLUSION ZONE
BORROW AREA A
3RD AVE. OUTFALL
RECONSTRUCTION
0+00B
5+00B
10+00B
15+00B
20+00B
25+00B
30+00B
35+00B
40+00B
45+00B
50+00B
55+00B
60+00B
65+00B
70+00B
75+00B
80+00B
85+00B
CITY OF WILDWOOD
WILDWOOD CREST
CITY OF WILDWOOD
CITY OF NORTH WILDWOOD
BORROW AREA B
DEPLOYABLE
FLOOD BARRIER
PLACEMENT AREA
SEE NOTE 10
 DEPLOYABLE
FLOOD BARRIER
PLACEMENT AREA
SEE NOTE 9
FILL AREA
EXISTING VINYL SHEETPILE WALL
(SEE NOTE 5)
BERM
75'-0"
BERM
75'-0"
NOTES:
1.
FOR GENERAL INFORMATION AND LEGENDS, SEE SHEET 
G-003.
2.
FOR TYPICAL SECTIONS, SEE SHEETS 
C-301 THROUGH C-306.
3.
FOR DUNE CROSSOVER LOCATIONS AND DETAILS, SEE SHEETS 
C-401 THROUGH C-409.
4.
FOR OUTFALL CONSTRUCTION SEE SHEET 
C-201, C-503 AND C-504.
NORTH
PLAN
1
GENERAL PLAN
1
GENERAL PLAN
1
D
2
3
C
4
5
A
B
1
2
3
4
5
®
US Army Corps
of Engineers
DISTRICT
DATE
SOLICITATION NUMBER:
FILE NAME:
MARK
DWG. SIZE:
CONTRACT NUMBER:
SHEET NUMBER
BY
DESCRIPTION
ACTION
30"X42"
ISSUE/SUBMITTAL DATE:
U.S. ARMY CORPS OF ENGINEERS
DISTRICT
DWN BY:
REVIEWED BY:
DES BY:
PLOT SCALE:
CKD BY:
PHILADELPHIA
G-101
HEREFORD INLET TO CAPE MAY INLET
CAPE MAY COUNTY, NEW JERSEY
BEACH NOURISHMENT
INITIAL CONSTRUCTION
GENERAL PLAN
-
G-101 GENERAL PLAN.dwg
95% - 12 SEPT 2024
-
-
----
-
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-
-
-
-
-
-
-
-
-
-
-
-
-
PHILADELPHIA
-
-
-
-
ADD
ADD
GMG
DAN
1"=1000'
NORTH
PLAN
2
GENERAL PLAN
2
GENERAL PLAN
MATCHLINE
MATCHLINE
RE: 2/G-101
RE: 2/G-101
MATCHLINE
MATCHLINE
RE: 1/G-101
RE: 1/G-101


PROFILE LINE (CROSS SECTION) CONTROL POINTS
PROFILE ID
CONSTRUCTION
BASELINE STATION
NORTHING
EASTING
AZIMUTH NORTH
(DD.MM)
PRE/POST CONDITION
LENGTH
HCM01
-21+31
63276.17
409600.57
55 d 10 m
2500
HCM02
-11+00
62356.79
409994.97
65 d 10 m
2500
HCM03
-1+00
61535.9820
410566.17
85 d 10 m
2500
HCM04
0+20
61,439.60
410,609.74
133 d 00 m
2500
HCM05
8+32
60,850.02
410,050.71
133 d 00 m
2500
HCM06
16+79
60,331.73
409,389.08
133 d 00 m
2500
HCM07
21+68
59,983.76
409,045.92
133 d 30 m
2500
HCM08
27+36
59,579.19
408,646.95
133 d 30 m
2500
HCM09
35+10
59,028.00
408,103.39
133 d 30 m
2500
HCM10
43+40
58,437.17
407,520.72
133 d 30 m
2500
HCM11
49+00
58,110.57
407,065.70
134 d 00 m
2500
HCM12
57+31
57,628.34
406,388.97
134 d 00 m
2500
HCM13
65+82
57,246.81
405,633.22
134 d 00 m
3500
HCM14
72+00
56,972.64
405,082.13
136 d 00 m
3500
HCM15
79+40
56,570.57
404,461.33
136 d 00 m
3500
HCM16
85+00
56,261.38
403,994.58
136 d 00 m
3500
HCM17
92+41
55,752.41
403,456.58
138 d 00 m
3500
HCM18
100+00
55,230.53
402,904.93
138 d 00 m
3500
HCM19
107+15
54,739.20
402,385.58
138 d 00 m
3500
HCM20
113+00
54,405.63
401,906.22
139 d 30 m
3500
HCM21
121+30
53,946.88
401,215.08
139 d 30 m
3500
HCM22
129+00
53,421.92
400,651.36
139 d 30 m
3500
HCM23
136+84
52,887.38
400,077.35
139 d 30 m
3500
HCM24
143+00
52,467.82
399,626.82
138 d 00 m
3500
HCM25
149+31
52,037.99
399,165.24
138 d 00 m
3500
HCM26
155+00
51,650.03
398,748.63
138 d 00 m
3500
HCM27
163+00
51,104.83
398,163.18
138 d 00 m
3500
HCM28
169+88
50,635.86
397,659.59
138 d 00 m
3500
HCM29
177+00
50,150.73
397,138.63
138 d 00 m
3500
HCM30
183+00
49,727.07
396,714.27
138 d 00 m
3500
HCM31
189+96
49,218.95
396,238.94
138 d 00 m
3500
HCM32
196+00
48,777.71
395,826.17
135 d 30 m
3500
HCM33
203+00
48,266.51
395,347.97
135 d 30 m
3500
HCM34
209+25
47,810.09
394,921.00
135 d 30 m
3500
HCM35
216+00
47,317.15
394,459.87
134 d 30 m
3500
HCM36
222+00
46,887.22
394,041.77
134 d 30 m
3500
HCM37
228+42
46,450.07
393,571.43
134 d 30 m
3500
HCM38
235+00
46,002.19
393,089.55
133 d 00 m
3500
HCM39
240+00
45,661.80
392,723.31
133 d 00 m
3500
HCM40
245+00
45,275.17
392,307.33
133 d 00 m
2500
HCM41
252+00
44,839.38
391,849.61
133 d 00 m
2500
HCM42
258+70
44,367.10
391,374.95
133 d 00 m
2500
HCM43
273+57
43,331.09
390,308.20
131 d 00 m
2500
HCM44
286+72
42,460.97
389,322.73
130 d 00 m
2500
HCM45
301+63
41,300.91
388,406.87
130 d 00 m
2500
HCM46
314+04
40,255.00
387,741.09
130 d 00 m
2500
SURVEY AND CONSTRUCTION BASELINE POINTS
PI/P.O.T. STA.
NORTHING
EASTING
-28+30.36
63971.2700
409521.4000
-17+06.38
62854.5100
409648.6000
0+00.00
61453.9013
410623.2908
9+56.56
60759.6490
409965.2530
14+23.84
60513.3240
409568.1680
43+50.87
58429.2420
407512.9070
60+04.47
57469.6150
406166.2350
69+72.71
57096.1920
405272.9060
84+68.19
56283.2450
404017.6860
107+97.33
54682.5660
402325.7220
121+17.15
53955.4350
401224.2660
179+97.47
49948.0030
396920.9390
220+33.58
47000.5160
394163.6710
249+76.66
44996.9030
392007.9300
270+54.99
43531.0070
390534.6220
292+12.09
42103.2920
388917.6260
314+03.06
40255.0100
387741.1000
SURVEY AND CONSTR. 
BASELINE BACK SITE POINTS
PI/P.O.T. STA.
NORTHING
EASTING
-5+00A
61816.7928
410967.2527
0+00.00A
61453.9013
410623.2908
314+03
-28+30
-25+00
-20+00
-15+00
-10+00
-5+00
0+00
5+00
10+00
15+00
20+00
25+00
30+00
35+00
40+00
45+00
50+00
55+00
60+00
65+00
70+00
75+00
80+00
85+00
90+00
95+00
100+00
105+00
110+00
115+00
120+00
125+00
130+00
135+00
140+00
145+00
150+00
155+00
160+00
165+00
170+00
175+00
180+00
185+00
190+00
195+00
200+00
205+00
210+00
215+00
220+00
225+00
230+00
235+00
240+00
245+00
250+00
255+00
260+00
265+00
270+00
275+00
280+00
285+00
290+00
295+00
300+00
305+00
310+00
0+00B
5+00B
10+00B
15+00B
20+00B
25+00B
30+00B
35+00B
40+00B
45+00B
50+00B
55+00B
60+00B
65+00B
70+00B
75+00B
80+00B
85+00B
90+00B
95+00B
100+00B
105+00B
110+00B
115+00B
120+00B
125+00B
130+00B
135+00B
140+00B
145+00B
150+00B
155+00B
160+00B
161+84B
SURVEY AND CONSTRUCTION BASELINE
BORROW AREA BASELINE
PROFILE HCM04
AZ = 133 DEG 00 MIN
PROFILE HCM05
AZ = 133 DEG 00 MIN
PROFILE HCM06
AZ = 133 DEG 00 MIN
PROFILE HCM07
AZ = 133 DEG 30 MIN
PROFILE HCM03
AZ = 85 DEG 10 MIN
PROFILE HCM02
AZ = 65 DEG 10 MIN
PROFILE HCM01
AZ = 55 DEG 10 MIN
PROFILE HCM08
AZ = 133 DEG 30 MIN
PROFILE HCM09
AZ = 133 DEG 30 MIN
PROFILE PROFILE HCM10
AZ = 133 DEG 30 MIN
PROFILE HCM11
AZ = 134 DEG 00 MIN
PROFILE HCM12
AZ = 134 DEG 00 MIN
PROFILE HCM13
AZ = 134 DEG 00 MIN
PROFILE HCM14
AZ = 136 DEG 00 MIN
PROFILE HCM15
AZ = 136 DEG 00 MIN
PROFILE HCM16
AZ = 136 DEG 00 MIN
PROFILE HCM17
AZ = 138 DEG 00 MIN
PROFILE HCM18
AZ = 138 DEG 00 MIN
PROFILE HCM19
AZ = 138 DEG 00 MIN
PROFILE HCM20
AZ = 140 DEG 30 MIN
PROFILE HCM21
AZ = 140 DEG 30 MIN
PROFILE HCM22
AZ = 138 DEG 30 MIN
PROFILE HCM23
AZ = 138 DEG 30 MIN
PROFILE HCM24
AZ = 138 DEG 00 MIN
PROFILE HCM25
AZ = 138 DEG 00 MIN
PROFILE HCM26
AZ = 138 DEG 00 MIN
PROFILE HCM27
AZ = 138 DEG 00 MIN
PROFILE HCM28
AZ = 138 DEG 00 MIN
PROFILE HCM29
AZ = 138 DEG 00 MIN
PROFILE HCM30
AZ = 138 DEG 00 MIN
PROFILE HCM31
AZ = 138 DEG 00 MIN
PROFILE HCM32
AZ = 135 DEG 30 MIN
PROFILE HCM33
AZ = 135 DEG 30 MIN
PROFILE HCM34
AZ = 135 DEG 30 MIN
PROFILE HCM35
AZ = 134 DEG 30 MIN
PROFILE HCM36
AZ = 134 DEG 30 MIN
PROFILE HCM37
AZ = 134 DEG 30 MIN
PROFILE HCM38
AZ = 133 DEG 00 MIN
PROFILE HCM39
AZ = 133 DEG 00 MIN
PROFILE HCM40
AZ = 133 DEG 00 MIN
PROFILE HCM41
AZ = 133 DEG 00 MIN
PROFILE HCM42
AZ = 133 DEG 00 MIN
PROFILE HCM43
AZ = 131 DEG 00 MIN
PROFILE HCM44
AZ = 130 DEG 00 MIN
PROFILE HCM45
AZ = 130 DEG 00 MIN
PROFILE HCM46
AZ = 130 DEG 00 MIN
-5+00A
0+00A
SURVEY AND CONSTRUCTIO
BASELINE BACK SITE
CITY OF
NORTH WILDWOOD
CITY OF
WILDWOOD
WILDWOOD CREST
LOWER TOWNSHIP
STA. 234+82
STA.136+79
STA. 65+89
11+00C
0+00C
5+00C
10+00C
STA 3+92.42 =
STA 0+00C
SURVEY AND CONSTRUCTION
BASELINE 3RD AVE OUTFALL
BORROW AREA BASELINE POINTS
PI/P.O.T. STA.
NORTHING
EASTING
0+00.00B
55905.564
405870.297
8+19.50B
55417.237
405212.182
34+66.33B
53840.029
403086.592
37+52.47B
53693.183
402841.012
59+56.79B
52561.916
400949.113
65+40.55B
52160.164
400525.597
105+49.64B
49401.029
397616.997
109+33.48B
49059.588
397441.629
122+23.80B
578121.840
396500.540
144+75.94B
46586.570
394905.790
155+08.92B
45870.676
394161.120
159+61.80B
45556.600
393834.849
161+83.69B
45391.428
393686.682
SURVEY AND CONSTRUCTION BASELINE GEOMETRY LEGEND - 3RD AVE OUTFALL PIPE
LENGTH (FT)
74.04
20.00
20.00
20.00
20.00
945.96
START STATION
0+00.00C
0+74.04C
0+94.04C
1+14.04C
1+34.04C
1+54.04C
START NORTHING
61169.09
61150.91
61145.16
61138.58
61131.19
61122.98
START EASTING
410353.33
410425.11
410444.26
410463.15
410481.73
410499.97
LINE DIRECTION
S75° 47' 27.88"E
S73° 17' 27.88"E
S70° 47' 27.88"E
S68° 17' 27.88"E
S65° 47' 27.88"E
S65° 47' 27.88"E
END STATION
0+74.04C
0+94.04C
1+14.04C
1+34.04C
1+54.04C
11+00.00C
END NORTHING
61150.91
61145.16
61138.58
61131.19
61122.98
60735.08
END EASTING
410425.11
410444.26
410463.15
410481.73
410499.97
411362.74
1
D
2
3
C
4
5
A
B
1
2
3
4
5
®
US Army Corps
of Engineers
DISTRICT
DATE
SOLICITATION NUMBER:
FILE NAME:
MARK
DWG. SIZE:
CONTRACT NUMBER:
SHEET NUMBER
BY
DESCRIPTION
ACTION
30"X42"
ISSUE/SUBMITTAL DATE:
U.S. ARMY CORPS OF ENGINEERS
DISTRICT
DWN BY:
REVIEWED BY:
DES BY:
PLOT SCALE:
CKD BY:
PHILADELPHIA
G-102
HEREFORD INLET TO CAPE MAY INLET
CAPE MAY COUNTY, NEW JERSEY
BEACH NOURISHMENT
INITIAL CONSTRUCTION
GEOMETRY - SURVEY AND CONSTRUCTION BASELINE
-
G-102 GEOMETRY.dwg
95% - 12 SEPT 2024
-
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-
-
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-
-
PHILADELPHIA
-
-
-
-
ADD
ADD
GMG
DAN
1:1000
1
SURVEY AND CONSTRUCTION BASELINE
1
SURVEY AND CONSTRUCTION BASELINE
NORTH
PLAN


1
D
2
3
C
4
5
A
B
1
2
3
4
5
®
US Army Corps
of Engineers
DISTRICT
DATE
SOLICITATION NUMBER:
FILE NAME:
MARK
DWG. SIZE:
CONTRACT NUMBER:
SHEET NUMBER
BY
DESCRIPTION
ACTION
30"X42"
ISSUE/SUBMITTAL DATE:
U.S. ARMY CORPS OF ENGINEERS
DISTRICT
DWN BY:
REVIEWED BY:
DES BY:
PLOT SCALE:
CKD BY:
PHILADELPHIA
G-103
HEREFORD INLET TO CAPE MAY INLET
CAPE MAY COUNTY, NEW JERSEY
BEACH NOURISHMENT
INITIAL CONSTRUCTION
CWL AND STAGING AREA COORDINATES
-
G-103 CWL & STAGING AREA COORDINATES.dwg
95% - 12 SEPT 2024
-
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-
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ADD
ADD
GMG
DAN
-


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CB
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CB
CB
CB
CB
CB
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
3RD AVE
4TH AVE
5TH AVE
6TH AVE
7TH AVE
8TH AVE
9TH AVE
OCEAN AVE
2ND AVE
10TH AVE
11TH AVE
3RD AVE
4TH AVE
5TH AVE
6TH AVE
7TH AVE
8TH AVE
9TH AVE
OCEAN AVE
JOHN F. KENNEDY
(BEACH DR)
2ND AVE
SURF AVE
10TH AVE
11TH AVE
JOHN F. KENNEDY   (BEACH DR)
CITY OF NORTH WILDWOOD
ATLANTIC OCEAN
HEREFORD
INLET
-10+00
-5+00
0+00
5+00
10+00
15+00
20+00
25+00
479'-10"
FOR CONSTRUCTION  PROFILE
SEE SHEET C-201
0+00A
-5+00A
NVB-01
NVB-02
STA 3+10.76
OFF 100.82 FT L
STA 9+64.47
OFF 104.14 FT L
STA 16+35.81
OFF 124.90 FT L
START DUNE CREST
STA -0+29.21A
OFF 93.90 FT L
STA 21+52.58
OFF 783.10 FT L
STA -5+92.29
OFF 0.70 FT L
TIE INTO EXISTING BERM
ELEV. +6.5
STA -2+11.48A
OFF 260.63 FT L
STA -1+85.33A
OFF 355.87 FT L
STA -1+26.08A
OFF 434.90 FT L
STA -0+41.98A
OFF 486.70 FT L
STA 8+49.29
OFF 645.77 FT L
0+00C
1+00C
2+00C
3+00C
4+00C
5+00C
6+00C
7+00C
8+00C
9+00C
10+00C
11+00C
STA 8+25.68
OFF 38.17 FT L
BEGIN EXISTING
STEEL SHEET PILE
EXISTING 48" DIP
OUTFALL LANDWARD OF
SHEET PILE TO REMAIN
EX. 6'x6' STORM MANHOLE
RIM EL. 7.36
E INV. -1.3 (48" D.I.P.)
S INV. -1.3 (48" HPPP)
SEAWARD EDGE
OF BERM
ELEV. +.65
APPROX.
TOE OF FILL
(TYP)
SEAWARD TOE OF DUNE
CWL
PEDESTRIAN
CROSSOVER (TYP)
VEHICLE /
PEDESTRIAN
CROSSOVER
SURVEY AND
CONSTRUCTION
BASELINE
CWL
APPROX. LANDWARD TOE OF DUNE
CENTERLINE OF DUNE
EXIST.
GROIN
EXIST.
GROIN
REMOVE 118'-0"± LF
48" DIP OUTFALL AND
TIMBER PIPE SUPPORTS
INV. -1.46 (2024)
PEDESTRIAN
CROSSOVER (TYP)
EXISTING BIKE
PATH, SEE NOTE 7
EXISTING STEEL
SHEETPILE
(SEE NOTE 9)
ADA CROSSOVER (TYP)
EXISTING STONE
REVETMENT
(SEE NOTE 6)
STAGING
AREA
PEDESTRIAN
CROSSOVER (TYP)
RECONSTRUCT BIKE
PATH LIMITS TBD
DEMOLISH AND REMOVE
EXISTING  WOOD
CROSSOVER STRUCTURE
SEE NOTE 8
1
3
4
6
7
2
5
8
10
9
48" OUTFALL
INV. -1.77
SEE NOTE 4
ADJUST OUTFALL
ALIGNMENT BY 2.5 ° AT
THE FIRST 4 JOINTS
APPROX. LANDWARD
LIMIT OF FILL AT EDGE
OF STONE REVETMENT
ELEV +6.5
NOTES:
1.
SEE SHEET G-003 FOR GENERAL NOTES.
2.
SEE SHEET C-301 AND C-302 FOR TYPICAL BEACHFILL SECTIONS.
3.
SEE SHEET C-401 FOR DUNE CROSSOVER SCHEDULE.
4.
SEE SHEET C-503 FOR OUTFALL PIPE DETAILS.
5.
EXISTING VINYL SHEETPILE WALL TO REMAIN. WALL FOLLOWS CWL LINE SHOWN.
6.
FILL STONE REVETMENT VOIDS WITH SAND. SEE SPECIFICATIONS FOR REQUIREMENTS.
7.
PROTECT EXISTING SIDEWALK, BIKE PATH AND STORM WATER LATERAL WITHIN THE CWL
FROM DAMAGE. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING DAMAGE INCURRED
DUE TO CONSTRUCTION OPERATIONS AT NO ADDITIONAL COST TO THE GOVERNMENT.
8.
FOR BIDDING PURPOSES, ASSUME 169 LF OF EXISTING TIMBER CROSSOVER TO BE
REMOVED. SEE SPECIFICATIONS.
9.
EXISTING STEEL SHEETPILE WALL TO REMAIN. SEE SHEET 
C-301 AND C-302.
10.
FOR BORING AND HAND AUGER INFORMATION SEE SPECIFICATIONS.
11.
SEE SPECIFICATION FOR OUTFALL PROTECTION REQUIREMENTS.
12.
PLOVER RESTRICTED ZONE BETWEEN STA. -11+93.5 TO STA. 0+00. SEE SPECIFICATIONS FOR
RESTRICTIONS.
1
PLAN - STA. -11+93.5 TO STA. 25+50.0
1
PLAN - STA. -11+93.5 TO STA. 25+50.0
NORTH
PLAN
MATCHLINE
MATCHLINE
RE: C-102
RE: C-102
1
D
2
3
C
4
5
A
B
1
2
3
4
5
®
US Army Corps
of Engineers
DISTRICT
DATE
SOLICITATION NUMBER:
FILE NAME:
MARK
DWG. SIZE:
CONTRACT NUMBER:
SHEET NUMBER
BY
DESCRIPTION
ACTION
30"X42"
ISSUE/SUBMITTAL DATE:
U.S. ARMY CORPS OF ENGINEERS
DISTRICT
DWN BY:
REVIEWED BY:
DES BY:
PLOT SCALE:
CKD BY:
1"=100'
DAN
GMG
ADD
ADD
-
-
-
-
PHILADELPHIA
-
-
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95% - 12 SEPT 2024
C-101 PLAN - STA -11+93.5 TO STA 25+50.0.dwg
-
PLAN - STA -11+93.5 TO STA 25+50.0
INITIAL CONSTRUCTION
BEACH NOURISHMENT
CAPE MAY COUNTY, NEW JERSEY
HEREFORD INLET TO CAPE MAY INLET
C-101
PHILADELPHIA


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X
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
FH
FH
FH
FH
FH
FH
FH
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FH
FH
FH
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X
18
19
20
21
22
23
24
25
26
27
28
29
30
OCEAN AVE
OCEAN AVE
SURF AVE
12TH AVE
13TH AVE
14TH AVE
15TH AVE
16TH AVE
17TH AVE
18TH AVE
19TH AVE
20TH AVE
21ST AVE
23RD AVE
OCEAN AVE
OCEAN AVE
SURF AVE
12TH AVE
13TH AVE
14TH AVE
15TH AVE
16TH AVE
17TH AVE
18TH AVE
19TH AVE
20TH AVE
22ND AVE
23RD AVE
JOHN F. KENNEDY   (BEACH DR)
SPORTLAND
SEAPORT
PIER
PIER
BOARDWALK
BOARDWALK
POOL
CITY OF NORTH WILDWOOD
ATLANTIC OCEAN
30+00
35+00
40+00
45+00
50+00
55+00
NVB-03
NVB-04
STA 28+66.04
OFF 149.55 FT L
STA 34+60.08
OFF 271.95 FT L
STA 36+66.74
OFF 276.30 FT L
STA 39+32.52
OFF 210.90 FT L
END DUNE CREST
STA 56+39.64
OFF 470.61 FT L
END DUNE CREST
STA 52+93.42
OFF 403.85 FT L
START DUNE CREST
STA 54+48.89
OFF 433.83 FT L
STA 34+95.08
OFF 774.17 FT L
STA 31+96.88
OFF 195.30 FT L
STA 30+10.32
OFF 191.56 FT L
STA 47+55.62
OFF 775.24 FT L
STA 28+65.79
OFF 121.96 FT L
END EXISTING
STEEL SHEETPILE WALL
TO REMAIN
STAGING AREA
(SEE NOTE 11)
EXISTING 48" DIP OUTFALL,
TO REMAIN
INV. -2.94 (2024)
SHORTENED INV. -2.86
(CALCULATED)
APPROX.
LANDWARD
DUNE TIE-IN
PEDESTRIAN
CROSSOVER (TYP)
VEHICLE
/PEDESTRIAN
CROSSOVER
ADA CROSSOVER
(TYP)
SEAWARD TOE OF DUNE
CENTERLINE OF DUNE
STAGING AREA
CONTRACTOR
ACCESS
CENTERLINE
OF DUNE
SURVEY AND
CONSTRUCTION
BASELINE
VEHICLE/PEDESTRIAN
CROSSOVER (TYP)
APPROX.
TOE OF FILL
STORM MH
RIM EL +7.62
INV. -1.48
(SEE NOTE 7)
VEHICLE
CROSSOVER
SEAWARD EDGE
OF BERM
ELEV. +6.5
CWL
SEE
NOTE 4
SEE
NOTE 4
STAGING AREA
(SEE NOTE 11)
EXISTING BIKE
PATH, SEE NOTE 6
ADA CROSSOVER (TYP)
OUTFALL
PROTECTION
ZONE (TYP)
(SEE NOTE 10)
DEMOLISH AND REMOVE
EXISTING  WOOD
CROSSOVER STRUCTURE
SEE NOTE 8
EXISTING ABANDONED
AFC OUTFALL PIPE
EXISTING STEEL
SHEETPILE WALL
1
2
3
4
5
6
7
8
9
10
11
12
13
FULL FEDERAL
DUNE TEMPLATE
NOTES:
1. SEE SHEET G-003 FOR GENERAL NOTES.
2. SEE SHEET C-302 FOR TYPICAL BEACHFILL SECTIONS.
3. SEE SHEET C-401 FOR DUNE CROSSOVER SCHEDULE.
4. TIE DUNE INTO EXISTING GROUND AT PIER
BOUNDARY AS SHOWN WITH A 1V:3H SLOPE.
5. FOR BORING AND HAND AUGER INFORMATION SEE
SPECIFICATIONS.
6. PROTECT EXISTING SIDEWALK, BIKE PATH AND
STORM WATER LATERAL WITHIN THE CWL FROM
DAMAGE. THE CONTRACTOR IS RESPONSIBLE FOR
REPAIRING DAMAGE INCURRED DUE TO
CONSTRUCTION OPERATIONS AT NO ADDITIONAL
COST TO THE GOVERNMENT.
7. EXISTING MANHOLE TO BE PROTECTED DURING
BEACHFILL OPERATIONS.
8. FOR BIDDING PURPOSES, ASSUME 169 LF OF
EXISTING TIMBER CROSSOVER TO BE REMOVED. SEE
SPECIFICATIONS.
9. EXISTING STEEL SHEET PILE WALL TO REMAIN. SEE
SHEET C-302.
10. OUTFALL PROTECTION ZONE IS 10' ON EITHER SIDE
ON PIPE IN BEACHFILL PLACEMENT LOCATIONS. SEE
SPECIFICATIONS.
11. STAGING AREA TO BE GRADED TO ELEVATION 6.5 AT
THE COMPLETION OF THE PROJECT.
1
PLAN - STA. 25+50.0 TO STA. 58+71.0
1
PLAN - STA. 25+50.0 TO STA. 58+71.0
NORTH
PLAN
MATCHLINE
MATCHLINE
RE: C-103
RE: C-103
MATCHLINE
MATCHLINE
RE: C-101
RE: C-101
1
D
2
3
C
4
5
A
B
1
2
3
4
5
®
US Army Corps
of Engineers
DISTRICT
DATE
SOLICITATION NUMBER:
FILE NAME:
MARK
DWG. SIZE:
CONTRACT NUMBER:
SHEET NUMBER
BY
DESCRIPTION
ACTION
30"X42"
ISSUE/SUBMITTAL DATE:
U.S. ARMY CORPS OF ENGINEERS
DISTRICT
DWN BY:
REVIEWED BY:
DES BY:
PLOT SCALE:
CKD BY:
1"=100'
DAN
GMG
ADD
ADD
-
-
-
-
PHILADELPHIA
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
95% - 12 SEPT 2024
C-102 PLAN - STA 25+50.0 TO STA 58+71.0.dwg
-
PLAN - STA 25+50.0 TO STA 58+71.0
INITIAL CONSTRUCTION
BEACH NOURISHMENT
CAPE MAY COUNTY, NEW JERSEY
HEREFORD INLET TO CAPE MAY INLET
C-102
PHILADELPHIA


SD
SD
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
Brush
Brush
TS
FH
FH
TS
TS
FH
Brush
Brush
FH
Brush
31
32
33
34
35
36
37
38
39
40
41
42
SURF AVE
24TH AVE
SURF AVE
24TH AVE
25TH AVE
26TH AVE
MAGNOLIA AVE
PINE AVE
OCEAN AVE
LINCOLN AVE
POPLAR AVE
JUNIPER AVE
WILDWOOD AVE
OAK AVE
SCHELLENGER AVE
MAPLE AVE
LINWOOD AVE
SURFSIDE PIER
BOARDWALK
BOARDWALK
SPORTLAND
PIER
CITY OF WILDWOOD
CITY OF NORTH WILDWOOD
ATLANTIC OCEAN
60+00
65+00
70+00
75+00
80+00
85+00
90+00
CITY OF WILDWOOD
CITY OF NORTH WILDWOOD
75'-0"
50'
N: 55406.10
E: 406355.88
N: 55905.56
E: 405870.30
N: 54803.34
E: 405713.02
75'-0"
75'-0"
MARINERS PIER
HUNTS PIER
25'
NVB-05
NVB-06
75'-0"
STA 60+31.95
OFF 592.17 FT L
STA 62+78.42
OFF 781.53 FT L
STA 65+29.67
OFF 891.77 FT L
STA 68+45.88
OFF 231.73 FT L
STA 78+93.75
OFF 234.57 FT L
END DUNE CREST
STA 86+02.38
OFF 303.80 FT L
START DUNE CREST
STA 90+04.16
OFF 310.54 FT L
START DUNE CREST
STA 58+88.59
OFF 518.61 FT L
END DUNE CREST
STA 60+06.04
OFF 580.26 FT L
START DUNE CREST
STA 63+04.52
OFF 792.98 FT L
END DUNE CREST
STA 63+55.07
OFF 815.16 FT L
STA 64+26.32
OFF 1165.08 FT L
STA 83+95.80
OFF 292.92 FT L
STA 64+94.80
OFF 1137.74 FT L
START DUNE CREST
STA 68+73.02
OFF 236.19 FT L
STA 68+64.39
OFF 371.57 FT L
STA 78+87.00
OFF 369.70 FT L
STA 83+74.56
OFF 426.36 FT L
STA 85+90.41
OFF 438.62 FT L
STA 83+58.39
OFF 1040.51 FT L
STA 83+66.00
OFF 1075.45 FT L
STA 86+57.05
OFF 1159.74 FT L
STA 87+81.12
OFF 1192.29 FT L
STA 88+37.44
OFF 1242.29 FT L
STA 90+06.78
OFF 1240.99 FT L
STA 90+31.66
OFF 1215.80 FT L
STA 90+28.14
OFF 446.09 FT L
0+00B
5+00B
10+00B
15+00B
CEDAR AVE
DEPLOYABLE
FLOOD BARRIER
PLACEMENT AREA
SEE NOTE 10
APPROX.
TOE OF FILL
(TYP)
SEAWARD EDGE
OF BERM
ELEV. +6.5
CWL
24" DIP OUTFALL
INV. -1.71 (2024)
SEAWARD EDGE OF BERM
ELEV. +6.5
BORROW AREA LIMIT
PEDESTRIAN
CROSSOVER (TYP)
EXISTING
VEHICLE
CROSSOVER
LANDWARD LIMIT OF FILL COINCIDES WITH
THE SEAWARD EDGE OF BOARDWALK
ELEV +6.5
VEHICLE
CROSSOVER
(TYP)
SURVEY AND CONSTRUCTION BASELINE
CONTRACTOR
ACCESS
END OF STEEL
SHEET PILES
 SEAWARD BORROW AREA LIMIT
LANDWARD
TOE OF DUNE
STRUCTURES IN DUNE
FOOT PRINT TO BE
RELOCATED BY OWNER
ADA
CROSSOVER (TYP)
CENTERLINE OF DUNE
BORROW AREA CONSTRUCTION 

APPROX.
TOE OF FILL
(TYP)
SEE
NOTE 4
SEE NOTE 4
SEE NOTE 4
SEE NOTE 4
SEE NOTE 4
SEE NOTE 4
BORROW AREA A
SEE NOTE 7
BORROW AREA C
SEE NOTE 7
VEHICLE
CROSSOVER
ELEV +6.5
APPROX. LANDWARD
DUNE TIE-IN
WIDE VEHICLE
CROSSOVER (TYP)
VEHICLE
CROSSOVER
(TYP)
OUTFALL
PROTECTION ZONE
(TYP)(SEE NOTE 9)
BORROW AREA EXCLUSION ZONE
NOT AVAILABLE FOR THIS CONTRACT
GRADE  EXISTING
DUNE INTO FEDERAL
DUNE TEMPLATE
LANDWARD BORROW AREA LIMIT
1
2
3
4
5
6
7
8
9
10
FULL FEDERAL
DUNE TEMPLATE
NOTES:
1. SEE SHEET G-003 FOR GENERAL NOTES.
2. SEE SHEET C-302  TO C-303 FOR TYPICAL BEACHFILL
SECTIONS.
3. SEE SHEET C-401 FOR DUNE CROSSOVER SCHEDULE.
4. TIE DUNE INTO EXISTING GROUND AT PIER
BOUNDARY AS SHOWN WITH A 1V:3H SLOPE.
5. THE CONTRACTOR SHALL NOT DAMAGE ANY PORTION
OF PIERS WHILE PLACING ADJACENT BERM AND
DUNE.
6. CONTRACTOR SHALL RAKE AREAS OF EXISTING
BEACH DISTURBED DURING CONSTRUCTION,
BETWEEN THE LANDWARD LIMIT OF EXCAVATION AND
THE TOE OF FILL.
7. SEE C-109 THROUGH C-111 FOR BORROW AREA
SEQUENCING REQUIREMENTS. SEE SHEETS 
C-305
AND C-306 FOR TYPICAL BORROW AREA SECTIONS.
8. FOR BORING AND HAND AUGER INFORMATION SEE
SPECIFICATIONS.
9. OUTFALL BUFFER ZONE SHALL HAVE A 10 FT OFFSET
FROM PIPE IN UPLAND PLACEMENT AREAS. SEE
SPECIFICATIONS.
10. DEPLOYABLE  FLOOD BARRIERS TO BE PROVIDED
UNDER THIS CONTRACT TO CLOSE CROSSOVERS TO
ELEVATION +16.0. (100 LF AT CEDAR AVE, 65 LF AT
SCHELLENGER AVE.)
NORTH
PLAN
MATCHLINE
MATCHLINE
RE: C-102
RE: C-102
MATCHLINE
MATCHLINE
RE: C-104
RE: C-104
1
PLAN - STA. 58+71.0 TO STA. 92+78.8
1
PLAN - STA. 58+71.0 TO STA. 92+78.8
1
D
2
3
C
4
5
A
B
1
2
3
4
5
®
US Army Corps
of Engineers
DISTRICT
DATE
SOLICITATION NUMBER:
FILE NAME:
MARK
DWG. SIZE:
CONTRACT NUMBER:
SHEET NUMBER
BY
DESCRIPTION
ACTION
30"X42"
ISSUE/SUBMITTAL DATE:
U.S. ARMY CORPS OF ENGINEERS
DISTRICT
DWN BY:
REVIEWED BY:
DES BY:
PLOT SCALE:
CKD BY:
1"=100'
DAN
GMG
ADD
ADD
-
-
-
-
PHILADELPHIA
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
95% - 12 SEPT 2024
C-103 PLAN - STA 58+71.0 TO STA 92+78.8.dwg
-
PLAN - STA 58+71.0 TO STA 92+78.8
INITIAL CONSTRUCTION
BEACH NOURISHMENT
CAPE MAY COUNTY, NEW JERSEY
HEREFORD INLET TO CAPE MAY INLET
C-103
PHILADELPHIA


X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
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X
X
X
X
X
X
X
X
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X
X
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X
X
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CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
Wall
Wall
Storage
Steps
Steps
10.3
TS
TS
TS
TS
6.4
6.9
6.9
6.9
6.9
7.1
7.2
FH
6.6
6.5
FH
6.6
7.4
7.2
7.4
7.3
7.4
6.6
5.9
6.3
6.3
7.8
6.5
6.7
6.8
6.7
7.2
7.2
6.5
6.7
6.1
Jersey Walls
13.1
Parking
Parking
Parking
Parking
Wall
Wall
U.C.
U.C.
6.2
SW
SW
Parking
Parking
WILDWOODS SIGN
Parking
Parking
Parking
Parking
Parking
Parking
Parking
Wall
BOARDWALK
BOARDWALK
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Steps
Steps
Brush
Brush
Brush
Brush
Brush
Brush
Brush
Brush
Brush
Brush
Brush
Brush
Brush
Brush
Brush
Brush
Brush
Gate
FH
Wall
Steps
Steps
Steps
Steps
Steps
Steps
6.4
6.7
7.2
7.6
7.2
7.6
7.6
7.2
7.5
8.2
6.6
7.5
7.9
6.8
7.1
7.2
FH
7.7
7.6
7.2
7.6
7.7
7.7
Parking
SW
SW
SW
SW
Ramp
Ramp
Sign
Sign
S
7.1
7.8
Parking
Parking
6.5
Steps
7.4 7.5
SW
Sign
6.4
FH
6.5
6.9
Parking
Pool
Parking
7.1
Gate
HELIPAD
Steps
Steps
JERSEY BARRIERS
6.6
Pool
6.8
6.9
6.3
Parking
Wall
SW
Parking
Parking
SW
SW
SW
6.9
Parking
SW
SW
SW
SW
7.7
7.2
7.1
7.1
7.2
7.1
7.2
7.4
6.6
SW
Wall
Wall
SW
SW
Wall
6.3
Sign
Parking
Parking
Parking
Parking
Parking
FH
6.1
Sign
Sign
SW
SW
6.3
6.86.7
FH
6.4
6.4
6.7
Parking
Parking
6.7
SW
SW
SW
Parking
Steps
Wall
Gate
Stockpile
Stockpile
Steps
Steps
Steps
Steps
U.C.
FH
7.5
7.5
Parking
Steps
Sign
Parking
7.5
7.6
7.5
7.5
7.5
SW
SW
Steps
Parking
Parking
7.1
6.5
Parking
Parking
Parking
Steps
Steps
SW
Parking
7.1
7.1
7.2
7.2
7.2
7.1
6.8
6.9
SW
6.9
SW
SW
6.4
7.1
7.2
7.2
7.2
Parking
Parking
SW
SW
SW
7.2
7.3
7.47.5
SW
6.8
FH
7.1
Parking
SW
SW
SW
7.4
7.4
7.4
7.4
Parking
Parking
Parking
SW
6.1
FH
6.2
6.7
6.4
6.5
6.2
6.1
7.8
7.7
Parking
Parking
Parking
Parking
7.6
Wall
Steps
Steps
Steps
Steps
Wall
10.2
10.3
Wall
Ramp
Ramp
Tank
Steps
Brush
Brush
Brush
Brush
Brush
Pipe
Pipe
Pipe
Pipe
Pipe
Steps
Steps
Boardwalk
Boardwalk
Wall
Steps
Parking
Parking
Parking
Parking
Parking
Parking
8.1
Pipe
Wall
7.7
7.6
Gate
8.1
8.9
7.2
7.6
FP
Parking
Parking
Parking
Parking
7.3
7.4
7.2
7.3
7.5
7.3
6.8
7.3
7.2
6.5
FH
7.4
FH
6.7
6.5
6.7
SW
SW
SW
SW
Amusement Park
Boardwalk
Boardwalk
Boardwalk
Boardwalk
Boardwalk
Boardwalk
Boardwalk
Boardwalk
Boardwalk
Boardwalk
Boardwalk
Boardwalk
Boardwalk
Boardwalk
Boardwalk
Boardwalk
Boardwalk
Ramp
Ramp
Ramp
Tower
Tower
Deck
Deck
Deck
Stockpile
Stockpile
Stockpile
5.5
Sign
7.1
Stockpile
Sign
6.8
Sign
6.3
6.3
FH
Parking
Ramp
Ramp
Ramp
Ramp
6.8
Parking
Parking
14.4
Parking
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Steps
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
Amusement Park
Tower
Amusement Park
Boardwalk
Parking
Wall
Boardwalk
Parking
6.9
6.9
7.9
7.9
6.9
6.9
5.9
Parking
Parking
Parking
Amusement Park
Amusement Park
Parking
Brush
Curb
Curb
9.1
GC11
Parking
5.3
GC12V1
9.1
GC12
7.4
GC10
7.0
7.0
6.0
8.0
8.0
7.0
7.0
7.0
7.0
43
44
45
46
47
48
49
50
51
52
OCEAN AVE
SPENCER AVE
BAKER AVE
BURK AVE
TAYLOR AV
OCEAN AVE
RIO GRANDE AV
ANDREWS AV
MONTGOMERY AVE
ROBERTS AVE
YOUNGS AVE
SPICER AVE
GARFIELD AVE
BOARDWALK
ADVENTURE PIER
BOARDWALK
CITY OF WILDWOOD
ATLANTIC OCEAN
95+00
100+00
105+00
110+00
115+00
120+00
125+00
N: 53082.39
E: 403877.58
N: 53840.03
E: 403086.59
N: 53458.10
E: 403314.97
75'-0"
75'-0"
4'-1.99"
NVH-7
75'-0"
75'-0"
75'-0"
16'
112'
128'
STA 92+92.30
OFF 315.58 FT L
STA 94+30.19
OFF 175.48 FT L
STA 100+49.46
OFF 170.01 FT L
STA 102+49.50
OFF 215.72 FT L
STA 108+93.03
OFF 297.00 FT L
STA 108+40.09
OFF 222.47 FT L
START DUNE CREST
STA 99+70.97
OFF 170.70 FT L
END DUNE CREST
STA 102+78.44
OFF 215.54 FT L
STA 108+44.52
OFF 583.51 FT L
STA 108+93.66
OFF 652.57 FT L
STA 115+58.57
OFF 764.06 FT L
STA 116+27.68
OFF 714.80 FT L
STA 116+81.65
OFF 393.18 FT L
STA 117+68.04
OFF 331.60 FT L
STA 93+47.90
OFF 451.54 FT L
STA 94+87.23
OFF 309.98 FT L
STA 99+76.21
OFF 305.66 FT L
STA 99+81.20
OFF 753.13 FT L
STA 99+96.41
OFF 840.68 FT L
STA 100+70.46
OFF 929.86 FT L
STA 100+69.92
OFF 1046.93 FT L
STA 101+18.98
OFF 1115.49 FT L
STA 102+01.97
OFF 1143.38 FT L
STA 102+84.96
OFF 1117.21 FT L
STA 103+35.86
OFF 1047.44 FT L
STA 103+25.51
OFF 350.24 FT L
STA 108+08.53
OFF 347.21 FT L
(FOWRD STATION)
STA 108+08.53
OFF 623.33 FT L
(FOWRD STATION)
STA 108+16.12
OFF 776.45 FT L
STA 115+91.39
OFF 906.44 FT L
STA 117+51.56
OFF 792.29 FT L
STA 118+04.99
OFF 474.66 FT L
N: 53942.83
E: 403762.26
20+00B
25+00B
30+00B
35+00B
40+00B
45+00B
50+00B
 DEPLOYABLE
FLOOD BARRIER
PLACEMENT AREA
SEE NOTE 9
SEAWARD BORROW AREA LIMIT
LANDWARD BORROW AREA
LIMIT & CONSTRUCTION 

CENTERLINE
OF DUNE
LANDWARD
LIMIT OF DUNE
CWL
STRUCTURES IN
DUNE FOOT PRINT
TO BE RELOCATED
BY OWNER
TIE INTO EXISTING DUNES
LANDWARD PORTION TO
REMAIN
CENTERLINE OF DUNE
ADA CROSSOVER (TYP)
ABANDONED OUTFALL
(OPTION 7: TO BE REMOVED
WITHIN BORROW AREA)
INV. 0.27±
ABANDONED OUTFALL
( TO REMAIN)
INV. -2.43±
ABANDONED OUTFALL
(TO REMAIN)
INV. -1.85±
SURVEY AND
CONSTRUCTION
BASELINE
ABANDONED  OUTFALL
(OPTION 7: TO BE REMOVED
WITHIN BORROW AREA)
INV. 0.64±
ABANDONED  OUTFALL
(OPTION 7: TO BE REMOVED
WITHIN BORROW AREA)
VEHICLE
CROSSOVER
(TYP)
SEAWARD BORROW AREA LIMIT
LANDWARD
LIMIT OF
DUNE
SEE NOTE 4
BORROW AREA C
SEE NOTE 7
LANDWARD LIMIT OF FILL COINCIDES WITH
THE SEAWARD EDGE OF BOARDWALK
ELEV +6.5
LANDWARD LIMIT OF FILL COINCIDES WITH
THE SEAWARD EDGE OF BOARDWALK
ELEV +6.5
SEE NOTE 4
BORROW AREA A
SEE NOTE 7
SEAWARD  BERM EDGE
ELEV. +6.5
PEDESTRIAN
CROSSOVER (TYP)
VEHICLE CROSSOVER
ELEV +6.5
EXISTING WOOD ADA
CROSSOVER TO REMAIN
ADA CROSSOVER (TYP)
APPROX.
TOE OF FILL
(TYP)
APPROX.
TOE OF FILL
(TYP)
APPROX.
TOE OF FILL
(TYP)
APPROX. LIMIT OF CUT
ELEV. +6.5
SEAWARD  BERM EDGE
ELEV. +6.5
ABANDONED IRRIGATION
PIPE TO BE REMOVED
SEE NOTE 4
BORROW AREA EXCLUSION ZONE
NOT AVAILABLE FOR THIS CONTRACT
LANDWARD LIMIT OF
FILL COINCIDES WITH
THE SEAWARD EDGE
OF BOARDWALK
ELEV +6.5
VEHICLE
CROSSOVER
(TYP)
SEAWARD TOE
OF DUNE (TYP)
REMOVE FENCE,
CLEAR AND GRUB
1
2
3
4
5
6
7
8
9
FULL FEDERAL
DUNE TEMPLATE
NOTES:
1.
SEE SHEET G-003 FOR GENERAL NOTES.
2.
SEE SHEET C-303 FOR TYPICAL BEACHFILL
SECTIONS.
3.
SEE SHEET C-401 FOR DUNE CROSSOVER
SCHEDULE.
4.
TIE DUNE INTO EXISTING GROUND AT PIER
BOUNDARY AS SHOWN WITH A 1V:3H SLOPE.
5.
THE CONTRACTOR SHALL NOT DAMAGE ANY
PORTION OF PIERS WHILE PLACING ADJACENT
BERM AND DUNE.
6.
CONTRACTOR SHALL RAKE AREAS OF EXISTING
BEACH DISTURBED DURING CONSTRUCTION,
BETWEEN THE LANDWARD LIMIT OF EXCAVATION
AND THE TOE OF FILL.
7.
SEE C-109 THROUGH C-111 FOR BORROW AREA
SEQUENCING REQUIREMENTS. SEE SHEETS 
C-305
AND C-306 FOR TYPICAL BORROW AREA SECTIONS.
8.
FOR BORING AND HAND AUGER INFORMATION SEE
SPECIFICATIONS.
9.
DEPLOYABLE  FLOOD BARRIERS TO BE PROVIDED
UNDER THIS CONTRACT TO CLOSE  CROSSOVER TO
ELEVATION +16.0. (100 LF  AT SPENCER AVE.)
NORTH
PLAN
MATCHLINE
MATCHLINE
RE: C-105
RE: C-105
MATCHLINE
MATCHLINE
RE: C-103
RE: C-103
1
PLAN - STA. 92+78.8 TO STA. 126+06.5
1
PLAN - STA. 92+78.8 TO STA. 126+06.5
1
D
2
3
C
4
5
A
B
1
2
3
4
5
®
US Army Corps
of Engineers
DISTRICT
DATE
SOLICITATION NUMBER:
FILE NAME:
MARK
DWG. SIZE:
CONTRACT NUMBER:
SHEET NUMBER
BY
DESCRIPTION
ACTION
30"X42"
ISSUE/SUBMITTAL DATE:
U.S. ARMY CORPS OF ENGINEERS
DISTRICT
DWN BY:
REVIEWED BY:
DES BY:
PLOT SCALE:
CKD BY:
1"=100'
DAN
GMG
ADD
ADD
-
-
-
-
PHILADELPHIA
-
-
-
-
-
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-
95% - 12 SEPT 2024
C-104 PLAN - STA 92+78.8 TO STA 126+06.5.dwg
-
PLAN - STA 92+78.8 TO STA 126+06.5
INITIAL CONSTRUCTION
BEACH NOURISHMENT
CAPE MAY COUNTY, NEW JERSEY
HEREFORD INLET TO CAPE MAY INLET
C-104
PHILADELPHIA


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CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
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CB
CB
CB
CB
CB
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
10.3
VC14
53
54
55
56
57
58
59
60
OCEAN AVE
BENNETT AVE
CRESSE AVE
LAVENDER RD
CROCUS RD
SWEETBRIAR RD
OCEAN AVE
CARDINAL RD
ASTER RD
HEATHER RD
BUTTERCUP RD
MORNING GLORY RD
HILDRETH AVE
LEAMING AVE
HAND AVE
BEACH AVE
BEACH AVE
BEACH AVE BIKE PATH
BEACH AVE
BEACH AVE
BOARDWALK
WILDWOOD CREST
CITY OF WILDWOOD
ATLANTIC OCEAN
130+00
135+00
140+00
145+00
150+00
155+00
CITY OF WILDWOOD
WILDWOOD CREST
N: 52561.92
E: 400949.11
N: 51505.51
E: 400049.51
NJV-749
NVB-07
NVB-08
NVH-3
NVH-4
NVH-5
NVH-6
195'-1"
211'-5"
232'-0"
STA 134+89.30
OFF 384.08 FT L
STA 136+70.00
OFF 488.30 FT L
STA 145+93.65
OFF 487.62 FT L
STA 146+29.09
OFF 499.07 FT L
STA 153+00.00
OFF 533.10 FT L
STA 134+53.18
OFF 519.10 FT L
STA 136+33.91
OFF 623.33 FT L
STA 145+72.43
OFF 622.64 FT L
STA 146+04.50
OFF 633.00 FT L
STA 152+97.30
OFF 668.14 FT L
55+00B
60+00B
65+00B
70+00B
75+00B
80+00B
85+00B
INSTALL 43 TYPE A PILE BENTS
 BETWEEN EXIST. PILE BENTS
CWL
24" DIP OUTFALL
INV. -1.19 (2024)
SEAWARD
TOE OF DUNE
CENTERLINE OF DUNE
TIE INTO
EXISTING
DUNE
PEDESTRIAN
CROSSOVER (TYP)
PEDESTRIAN
CROSSOVER (TYP)
PEDESTRIAN
CROSSOVER (TYP)
30'  WIDE VEHICLE
CROSSOVER,
RAMP 1:15
VEHICLE
CROSSOVER (TYP)
ABANDONED OUTFALL
(OPTION 7: TO BE REMOVED
WITHIN BORROW AREA)
INV. -1.25±
ABANDONED OUTFALL
(OPTION 7: TO BE REMOVED
WITHIN BORROW AREA)
INV. -1.3±
ABANDONED OUTFALL
(OPTION 7: TO BE REMOVED
WITHIN BORROW AREA)
INV. -1.28±
CONTRACTOR
ACCESS
SURVEY AND
CONSTRUCTION
BASELINE
SEAWARD BORROW AREA LIMIT
SEAWARD BORROW AREA LIMIT
60" D.I.P. OUTFALL
INV. -2.74 (2020)
LANDWARD BORROW AREA
LIMIT & CONSTRUCTION 

APPROX. LIMIT OF CUT
ELEV. +6.5
SEAWARD EDGE OF BERM
ELEV. +6.5
APPROX. LIMIT OF CUT
ELEV. +6.5
MAINTENANCE CORRIDOR (20' MIN)
(SEE NOTE 10)
APPROX.
LANDWARD
DUNE TIE-IN
LANDWARD
TOE OF DUNE
22'  WIDE VEHICLE
CROSSOVER
BORROW AREA C
SEE NOTE 6
BORROW AREA B
LANDWARD LIMIT OF FILL COINCIDES WITH
THE SEAWARD EDGE OF BOARDWALK
ELEV +6.5
EXISTING FISHING PIER
DUNE TO GO
UNDER PIER
SEE NOTE 4
ACCESS EASEMENT
OUTFALL CONSTRUCTION
AND  PROTECTION ZONE
(SEE  NOTE 8 AND 9)
30' PIER
PROTECTION
BUFFER (TYP)
20' PIER
PROTECTION
BUFFER (TYP)
5' PIER PROTECTION
BUFFER (TYP)
APPROX.
TOE OF FILL
(TYP)
OUTFALL PROTECTION
ZONE (SEE  NOTE 8)
1
2
3
4
5
6
7
8
9
10
11
12
FULL FEDERAL
DUNE TEMPLATE
BORROW AREA A
NOTES:
1.
SEE SHEET G-003 FOR GENERAL NOTES.
2.
SEE SHEET C-303 AND C-304 FOR TYPICAL
BEACHFILL SECTIONS.
3.
SEE SHEET C-401 FOR DUNE CROSSOVER
SCHEDULE.
4.
TIE DUNE INTO EXISTING GROUND AT PIER
BOUNDARY AS SHOWN WITH A 1V:3H SLOPE.
5.
CONTRACTOR SHALL RAKE AREAS OF EXISTING
BEACH DISTURBED DURING CONSTRUCTION,
BETWEEN THE LANDWARD LIMIT OF
EXCAVATION AND THE TOE OF FILL.
6.
SEE C-109 THOUGH C-111 FOR BORROW AREA
SEQUENCING REQUIREMENTS. SEE SHEETS
C-305 AND C-306 FOR TYPICAL BORROW AREA
SECTIONS.
7.
FOR BORING AND HAND AUGER INFORMATION
SEE SPECIFICATIONS.
8.
FOR OUTFALL PIPE BENT CONSTRUCTION THE
OUTFALL CONSTRUCTION ZONE SHALL HAVE A
75 FT OFFSET FROM PIPE. SEE DETAILS ON
SHEET C-504.
9.
FOR DREDGING/ BORROW OPERATIONS THE
OUTFALL PROTECTION ZONE SHALL HAVE A 50
FT OFFSET FROM PIPE IN BORROW AREAS AND
A 10 FT OFFSET FROM PIPE IN UPLAND
PLACEMENT AREAS. SEE SPECIFICATIONS AND
DETAILS ON SHEET 
C-504.
10.
MAINTENANCE CORRIDOR IS TO BE CLEAR OF
VEGETATION. ELEVATION VARIES BETWEEN
+9.0 TO +10.0, TO BE FIELD ADJUSTED TO
MINIMIZE CUT/FILL. MAXIMUM CROSS AND
LONGITUDINAL SLOPE TO BE 2%.
©2018 DigitalGlobe NextView License
1
PLAN - STA. 126+06.5 TO STA. 159+08.6
1
PLAN - STA. 126+06.5 TO STA. 159+08.6
NORTH
PLAN
MATCHLINE
MATCHLINE
RE: C-106
RE: C-106
MATCHLINE
MATCHLINE
RE: C-104
RE: C-104
1
D
2
3
C
4
5
A
B
1
2
3
4
5
®
US Army Corps
of Engineers
DISTRICT
DATE
SOLICITATION NUMBER:
FILE NAME:
MARK
DWG. SIZE:
CONTRACT NUMBER:
SHEET NUMBER
BY
DESCRIPTION
ACTION
30"X42"
ISSUE/SUBMITTAL DATE:
U.S. ARMY CORPS OF ENGINEERS
DISTRICT
DWN BY:
REVIEWED BY:
DES BY:
PLOT SCALE:
CKD BY:
1"-100'
DAN
GMG
ADD
ADD
-
-
-
-
PHILADELPHIA
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
95% - 12 SEPT 2024
C-105 PLAN - STA 126+06.5 TO STA 159+08.6.dwg
-
PLAN - STA 126+06.5 TO STA 159+08.6
INITIAL CONSTRUCTION
BEACH NOURISHMENT
CAPE MAY COUNTY, NEW JERSEY
HEREFORD INLET TO CAPE MAY INLET
C-105
PHILADELPHIA


X
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X
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
B
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
U.C.
TS
TS
TS
U.C.
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
FERN RD
ATLANTIC AVE
ROSEMARY RD
ATLANTIC AVE
MYRTLE RD
ORCHID RD
STANTON RD
OCEAN AVE
OCEAN AVE
PRIMROSE RD
STOCKTON RD
RAMBLER RD
LOTUS RD
PALM RD
FORGET ME NOT RD
COLUMBINE RD
WISTERIA RD
BEACH AVE
BEACH AVE
BEACH AVE BIKE PATH
WILDWOOD CREST
ATLANTIC OCEAN
160+00
165+00
170+00
175+00
180+00
185+00
190+00
N: 48448.70
E: 398252.06
N: 49059.59
E: 397441.63
N: 49401.03
E: 397617.00
NJV-750
NVB-09
NVB-10
NVH-1
NVH-2
STA 163+00.00
OFF 522.39 FT L
STA 171+48.31
OFF 531.79 FT L
STA 175+23.20
OFF 579.10 FT L
STA 162+99.98
OFF 657.40 FT L
STA 171+39.08
OFF 666.69 FT L
STA 175+12.89
OFF 713.87 FT L
90+00B
95+00B
100+00B
105+00B
110+00B
115+00B
INSTALL 26 TYPE A PILE BENTS
BETWEEN EXIST. PILE BENTS
SEAWARD TOE OF DUNE
CENTERLINE OF DUNE
 24" DIP OUTFALL
INV. -1.32 (2018)
SEAWARD EDGE OF BERM
ELEV. +6.5
PEDESTRIAN
CROSSOVER (TYP)
STANDARD VEHICLE
CROSSOVER (TYP)
PEDESTRIAN
CROSSOVER (TYP)
ADA CROSSOVER (TYP)
SURVEY AND
CONSTRUCTION
BASELINE
SEAWARD BORROW AREA LIMIT
LANDWARD BORROW AREA
LIMIT & CONSTRUCTION 

MAINTENANCE CORRIDOR (20' MIN)
(SEE NOTE 9)
CWL
LANDWARD
TOE OF DUNE
TIE INTO
EXISTING
DUNE
BORROW AREA A
OUTFALL CONSTRUCTION
AND  PROTECTION ZONE
(SEE NOTE 7 AND 8)
BORROW AREA C
SEE NOTE 5
APPROX. LIMIT OF CUT
ELEV. +6.5
1
2
3
4
5
6
7
8
9
10
11
12
13
14
BORROW AREA A
LIMIT (SEE NOTE 8)
BORROW AREA B
CONTRACTOR
ACCESS
NOTES:
1.
SEE SHEET G-003 FOR GENERAL NOTES.
2.
SEE SHEET C-304 FOR TYPICAL BEACHFILL
SECTIONS.
3.
SEE SHEET C-401 FOR DUNE CROSSOVER
SCHEDULE.
4.
CONTRACTOR SHALL RAKE AREAS OF EXISTING
BEACH DISTURBED DURING CONSTRUCTION,
BETWEEN THE LANDWARD LIMIT OF EXCAVATION
AND THE TOE OF FILL.
5.
SEE C-109 THROUGH C-111 FOR BORROW AREA
SEQUENCING REQUIREMENTS. SEE SHEETS 
C-305
AND C-306 FOR TYPICAL BORROW AREA SECTIONS.
6.
FOR BORING AND HAND AUGER INFORMATION SEE
SPECIFICATIONS.
7.
FOR OUTFALL PIPE BENT CONSTRUCTION THE
OUTFALL CONSTRUCTION ZONE SHALL HAVE A 75
FT OFFSET FROM PIPE. SEE DETAILS ON SHEET
C-504.
8.
FOR DREDGING/ BORROW OPERATIONS THE
OUTFALL PROTECTION ZONE SHALL HAVE A 50 FT
OFFSET FROM PIPE IN BORROW AREAS AND A 10 FT
OFFSET FROM PIPE IN UPLAND PLACEMENT AREAS.
SEE SPECIFICATIONS AND DETAILS ON SHEET 
C-504.
9.
MAINTENANCE CORRIDOR IS TO BE CLEAR OF
VEGETATION. ELEVATION VARIES BETWEEN +8.0 TO
+10.0, TO BE FIELD ADJUSTED TO MINIMIZE
CUT/FILL. MAXIMUM CROSS AND LONGITUDINAL
SLOPE TO BE 2%.
©2018 DigitalGlobe NextView License
NORTH
PLAN
MATCHLINE
MATCHLINE
RE: C-107
RE: C-107
MATCHLINE
MATCHLINE
RE: C-105
RE: C-105
1
PLAN - STA. 159+08.6 TO STA. 192+10.6
1
PLAN - STA. 159+08.6 TO STA. 192+10.6
1
D
2
3
C
4
5
A
B
1
2
3
4
5
®
US Army Corps
of Engineers
DISTRICT
DATE
SOLICITATION NUMBER:
FILE NAME:
MARK
DWG. SIZE:
CONTRACT NUMBER:
SHEET NUMBER
BY
DESCRIPTION
ACTION
30"X42"
ISSUE/SUBMITTAL DATE:
U.S. ARMY CORPS OF ENGINEERS
DISTRICT
DWN BY:
REVIEWED BY:
DES BY:
PLOT SCALE:
CKD BY:
1"=100'
DAN
GMG
ADD
ADD
-
-
-
-
PHILADELPHIA
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
95% - 12 SEPT 2024
C-106 PLAN - STA 159+08.6 TO STA 192+10.6.dwg
-
PLAN - STA 159+08.6 TO STA 192+10.6
INITIAL CONSTRUCTION
BEACH NOURISHMENT
CAPE MAY COUNTY, NEW JERSEY
HEREFORD INLET TO CAPE MAY INLET
C-106
PHILADELPHIA


TS
TS
TS
TS
78
79
80
81
82
83
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85
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88
89
90
91
92
93
94
95
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97
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100
101
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103
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105
106
107
ATLANTIC AVE
ATLANTIC AVE
NASHVILLE AVE
MONTEREY AVE
TOLEDO AVE
PRESTON AVE
PITTSBURGH AVE
ATLANTIC AVE
ATLANTIC AVE
TOPEKA AVE
CHARLESTON AVE
HOLLYWOOD AVE
SYRACUSE AVE
DENVER AVE
ST PAUL AVE
MIAMI AVE
LOUISVILLE AVE
ATLANTA AVE
FARRAGUT RD
WILDWOOD CREST
ATLANTIC OCEAN
195+00
200+00
205+00
210+00
215+00
220+00
225+00
N: 46586.57
E: 394905.79
N: 48176.82
E: 396500.54
STA 192+77.08
OFF 538.90 FT L
STA 205+09.10
OFF 491.42 FT L
STA 220+01.05
OFF 430.44 FT L
STA 220+70.95
OFF 431.71 FT L
STA 192+82.49
OFF 673.79 FT L
STA 205+14.45
OFF 626.31 FT L
STA 220+05.42
OFF 565.38 FT L
STA 220+63.61
OFF 566.52 FT L
120+00B
125+00B
130+00B
135+00B
140+00B
145+00B
150+00B
INSTALL 17 TYPE A PILE BENTS
BETWEEN EXIST. PILE BENTS
INSTALL 15 TYPE A PILE BENTS
BETWEEN EXIST. PILE BENTS
INSTALL 23 TYPE A PILE BENTS
BETWEEN EXIST. PILE BENTS
CONTRACTOR LIMIT OF WORK
24" DIP OUTFALL
INV. -1.45 (2024)
24" DIP OUTFALL
INV. -0.96 (2018)
24" DIP OUTFALL
INV. -1.12 (2024)
SEAWARD EDGE OF BERM
ELEV. +6.5
APPROX. TOE OF FILL
ADA
CROSSOVER
(TYP)
ADA
CROSSOVER
(TYP)
APPROXIMATE LIMIT OF FILL
ELEV. +8.0
LANDWARD LIMIT OF DUNE
SEAWARD TOE OF DUNE
SURVEY AND
CONSTRUCTION
BASELINE
SEAWARD BORROW AREA LIMIT
SEAWARD BORROW AREA LIMIT
MAINTENANCE
CORRIDOR (20' MIN)
(SEE NOTE 9)
CWL
LANDWARD BORROW AREA
LIMIT & CONSTRUCTION 

LANDWARD LIMIT OF FILL
ELEV +8.0
CENTERLINE OF DUNE
BORROW AREA B
APPROX. LOCATION
OUTFALL MH
RIM. 5.84±
APPROX. LOCATION
OUTFALL MH
RIM. 6.22±
APPROX. LOCATION
OUTFALL MH
RIM. 6.06±
OUTFALL CONSTRUCTION
AND  PROTECTION ZONE
(SEE NOTE 7  AND 8) (TYP)
APPROX. LIMIT OF CUT
ELEV. +6.5
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
PEDESTRIAN
CROSSOVER (TYP)
FULL FEDERAL
DUNE TEMPLATE
BORROW AREA A
STANDARD VEHICLE
CROSSOVER (TYP)
NOTES:
1.
SEE SHEET G-003 FOR GENERAL NOTES.
2.
SEE SHEET C-304 FOR TYPICAL BEACHFILL
SECTIONS.
3.
SEE SHEET C-401 FOR DUNE CROSSOVER
SCHEDULE.
4.
CONTRACTOR SHALL RAKE AREAS OF EXISTING
BEACH DISTURBED DURING CONSTRUCTION,
BETWEEN THE LANDWARD LIMIT OF EXCAVATION
AND THE TOE OF FILL.
5.
THE EXISTING COUNTY MUA OUTFALL HAS AN
INVERT ELEV. -21.0 AND DEEPER WHEN ADJACENT
TO THE BORROW AREA.
6.
SEE C-109 THROUGH C-111 FOR BORROW AREA
SEQUENCING REQUIREMENTS. SEE SHEETS 
C-305
AND C-306 FOR TYPICAL BORROW AREA SECTIONS.
7.
FOR BORING AND HAND AUGER INFORMATION SEE
SPECIFICATIONS.
8.
FOR OUTFALL PIPE BENT CONSTRUCTION THE
OUTFALL CONSTRUCTION ZONE SHALL HAVE A 75
FT OFFSET FROM PIPE. SEE DETAILS ON SHEET
C-504.
9.
FOR DREDGING/ BORROW OPERATIONS THE
OUTFALL PROTECTION ZONE SHALL HAVE A 50 FT
OFFSET FROM PIPE IN BORROW AREAS AND A 10 FT
OFFSET FROM PIPE IN UPLAND PLACEMENT AREAS.
SEE SPECIFICATIONS AND DETAILS ON SHEET 
C-504.
10.
MAINTENANCE CORRIDOR IS TO BE CLEAR OF
VEGETATION. ELEVATION +8.0.
NORTH
PLAN
MATCHLINE
MATCHLINE
RE: C-106
RE: C-106
MATCHLINE
MATCHLINE
RE: C-108
RE: C-108
1
PLAN - STA. 192+10.6 TO STA. 225+12.5
1
PLAN - STA. 192+10.6 TO STA. 225+12.5
1
D
2
3
C
4
5
A
B
1
2
3
4
5
®
US Army Corps
of Engineers
DISTRICT
DATE
SOLICITATION NUMBER:
FILE NAME:
MARK
DWG. SIZE:
CONTRACT NUMBER:
SHEET NUMBER
BY
DESCRIPTION
ACTION
30"X42"
ISSUE/SUBMITTAL DATE:
U.S. ARMY CORPS OF ENGINEERS
DISTRICT
DWN BY:
REVIEWED BY:
DES BY:
PLOT SCALE:
CKD BY:
1"=100'
DAN
GMG
ADD
ADD
-
-
-
-
PHILADELPHIA
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
95% - 12 SEPT 2024
C-107 PLAN - STA 192+10.6 TO STA 225+12.5.dwg
-
PLAN - STA 192+10.6 TO STA 225+12.5
INITIAL CONSTRUCTION
BEACH NOURISHMENT
CAPE MAY COUNTY, NEW JERSEY
HEREFORD INLET TO CAPE MAY INLET
C-107
PHILADELPHIA


X
X
X
X
X
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X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
FH
6.2
5.8
Obscured
FH
FH
5.6
5.9
6.2
6.3
6.3
6.3
6.4
6.4
6.4
6.3
6.5
6.6
5.9
6.5
4.3
7.3
7.3
7.4
4.4
4.4
4.3
4.2
6.4
6.2
6.3
6.2
6.1
FH
3.8
3.9
5.8
6.4
4.5
FH
7.3
7.1
7.1
7.3
9.3
6.8
6.8
10.3
FH
7.8
FH
7.3
7.6
8.3
FH
7.1
7.7
9.8
9.2
7.9
8.2
FH
FH
FH
FH
7.1
7.2
FH
FH
10.6
7.8
8.1
8.5
6.9
6.6
FH
FH
6.4
6.8
Obscured
7.5
10.4
10.3
8.3
FH
Obscured
Obscured
Obscured
7.7
8.2
FH
FH
8.1
8.8
8.3
7.8
7.9
FH
9.6
8.4
8.3
8.3
7.7
8.1
C
C
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
5.9
6.9
9.9
7.9
7.9
6.8
VC05
Curb
9.7
GC21
8.9
Curb
Curb
GC22
8.0
6.4
VC06
4.0
7.0
9.0
9.0
7.0
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
JEFFERSON AVE
ROCHESTER AVE
ATLANTIC AVE
TRENTON AVE
RALEIGH AVE
ATLANTIC AVE
MEMPHIS AVE
WASHINGTON AVE
NEWARK AVE
ST LOUIS AVE
IBIS LN
TURTLE GUT CIR
DIAMOND SAND DR
ATLANTIC AVE
WILDWOOD CREST
LOWER TOWNSHIP
ATLANTIC OCEAN
230+00
235+00
240+00
245+00
250+00
255+00
LOWER TOWNSHIP
WILDWOOD CREST
N: 44874.64
E: 394170.80
N: 45391.43
E: 393686.68
N: 45559.60
E: 393837.54
NJV-751R2
NVB-11
NVB-12
STA 252+20.83
OFF 700.06 FT L
STA 237+34.37
OFF 536.46 FT L
STA 239+14.00
OFF 640.33 FT L
STA 247+22.16
OFF 640.85 FT L
STA 236+94.24
OFF 669.20 FT L
STA 238+77.74
OFF 775.30 FT L
STA 242+95.42
OFF 775.57 FT L
STA 247+12.62
OFF 775.84 FT L
STA 252+15.00
OFF 834.96 FT L
161+83.68B
155+00B
160+00B
INSTALL 18 TYPE A PILE BENTS
BETWEEN EXIST. PILE BENTS
SEAWARD
TOE OF DUNE
CENTERLINE OF DUNE
LANDWARD LIMIT OF DUNE
24" DIP  OUTFALL
INV. -1.994 (2024)
SEAWARD EDGE OF BERM
ELEV. +6.5
PEDESTRIAN
CROSSOVER (TYP)
SEAWARD EDGE OF
BERM EXIST. ELEV.
ABOVE TEMPLATE
TIE INTO EXISTING
DUNES
VEHICLE
CROSSOVER (TYP)
SURVEY AND
CONSTRUCTION
BASELINE
CONTRACTOR
ACCESS
SEAWARD BORROW AREA LIMIT
SEAWARD BORROW AREA LIMIT
MAINTENANCE
CORRIDOR (20' MIN)
ELEV. +8.0
(SEE NOTE 10)
CWL
LANDWARD BORROW AREA
LIMIT & CONSTRUCTION 

SEAWARD EDGE OF BERM
ELEV. +6.5
EXISTING TREATED
WATER OUTFALL INVERT
ELEV. -20.0± ADJACENT
TO BORROW AREA
APPROXIMATE
LIMIT OF FILL
ELEV. +8.0
BORROW AREA A
EXISTING GREASE
AND SEDIMENT TRAP
ADA CROSSOVER
(TYP)
BORROW AREA LIMIT
CONTRACTOR
ACCESS
ACCESS EASEMENT
ACCESS EASEMENT
OUTFALL CONSTRUCTION
AND PROTECTION ZONE
(SEE NOTE 8 AND 9)
APPROX. LOCATION
OUTFALL MH
RIM. 4.146±
36" DIP OUTFALL
INV. -1.21 (2024)
FLAP GATE CHAMBER
PRIVATE
PEDESTRIAN
CROSSOVER
APPROX. LIMIT OF CUT
ELEV. +6.5
APPROX. TOE OF FILL
EXISTING LEACH FIELD
GRADE EXISTING DUNE
INTO FEDERAL DUNE
TEMPLATE
1
2
3
4
5
6
7
8
9
10
11
12
10' OFFSET OUTFALL
PROTECTION ZONE
(SEE NOTE 8)
FULL FEDERAL
DUNE TEMPLATE
BORROW AREA B
NOTES:
1.
SEE SHEET G-003 FOR GENERAL NOTES.
2.
SEE SHEET C-304 FOR TYPICAL BEACHFILL
SECTIONS.
3.
SEE SHEET C-401 FOR DUNE CROSSOVER
SCHEDULE.
4.
CONTRACTOR SHALL RAKE AREAS OF EXISTING
BEACH DISTURBED DURING CONSTRUCTION,
BETWEEN THE LANDWARD LIMIT OF EXCAVATION
AND THE TOE OF FILL.
5.
THE EXISTING COUNTY MUA OUTFALL HAS AN
INVERT ELEV. -21.0 AND DEEPER WHEN ADJACENT
TO THE BORROW AREA.
6.
SEE C-109 THROUGH C-111 FOR BORROW AREA
SEQUENCING REQUIREMENTS. SEE SHEETS 
C-305
AND C-306 FOR TYPICAL BORROW AREA SECTIONS.
7.
FOR BORING AND HAND AUGER INFORMATION SEE
SPECIFICATIONS.
8.
FOR OUTFALL PIPE BENT CONSTRUCTION THE
OUTFALL CONSTRUCTION ZONE SHALL HAVE A 75
FT OFFSET FROM PIPE. SEE DETAILS ON SHEET
C-504.
9.
FOR DREDGING/ BORROW OPERATIONS THE
OUTFALL PROTECTION ZONE SHALL HAVE A 50 FT
OFFSET FROM PIPE IN BORROW AREAS AND A 10 FT
OFFSET FROM PIPE IN UPLAND PLACEMENT AREAS.
SEE SPECIFICATIONS AND DETAILS ON SHEET 
C-504.
10.
MAINTENANCE CORRIDOR IS TO BE CLEAR OF
VEGETATION. ELEVATION +8.0.
11.
IN THE DUNES SOUTH OF MEMPHIS THERE ARE
EXISTING GAS, WATER AND ELECTRIC UTILITIES TO
BE LOCATED AND PROTECTED.
NORTH
PLAN
MATCHLINE
MATCHLINE
RE: C-107
RE: C-107
1
PLAN - STA. 225+12.5 TO STA. 258+14.1
1
PLAN - STA. 225+12.5 TO STA. 258+14.1
1
D
2
3
C
4
5
A
B
1
2
3
4
5
®
US Army Corps
of Engineers
DISTRICT
DATE
SOLICITATION NUMBER:
FILE NAME:
MARK
DWG. SIZE:
CONTRACT NUMBER:
SHEET NUMBER
BY
DESCRIPTION
ACTION
30"X42"
ISSUE/SUBMITTAL DATE:
U.S. ARMY CORPS OF ENGINEERS
DISTRICT
DWN BY:
REVIEWED BY:
DES BY:
PLOT SCALE:
CKD BY:
1"=100'
DAN
GMG
ADD
ADD
-
-
-
-
PHILADELPHIA
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
95% - 12 SEPT 2024
C-108 PLAN - STA 225+12.5 TO STA 258+14.1.dwg
-
PLAN - STA 225+12.5 TO STA 258+14.1
INITIAL CONSTRUCTION
BEACH NOURISHMENT
CAPE MAY COUNTY, NEW JERSEY
HEREFORD INLET TO CAPE MAY INLET
C-108
PHILADELPHIA


ATLANTIC AVE
ATLANTIC AVE
OCEAN AVE
MAGNOLIA AVE
PINE AVE
OCEAN AVE
ATLANTIC AVE
OCEAN AVE
LINCOLN AVE
SPENCER AVE
BAKER AVE
ATLANTIC AVE
BURK AVE
TAYLOR AVE
OCEAN AVE
RIO GRANDE AVE
BENNETT AVE
CRESSE AVE
LAVENDER RD
ATLANTIC AVE
CROCUS RD
POPLAR AVE
WILDWOOD AVE
OAK AVE
OCEAN AVE
CARDINAL RD
ASTER RD
HEATHER RD
BUTTERCUP RD
MORNING GLORY RD
HILDRETH AVE
LEAMING AVE
HAND AVE
ANDREWS AVE
MONTGOMERY AVE
ROBERTS AVE
YOUNGS AVE
SPICER AVE
GARFIELD AVE
SCHELLENGER AVE
MAPLE AVE
LINWOOD AVE
BEACH AVE
BEACH AVE
BOARDWALK
BOARDWALK
ADVENTURE PIER
BEACH AVE BIKE PATH
BEACH AVE
BOARDWALK
BOARDWALK
BOARDWALK
70+00
75+00
80+00
85+00
90+00
95+00
100+00
105+00
110+00
115+00
120+00
125+00
130+00
135+00
140+00
145+00
150+00
155+00
MARINERS PIER
NJV-749
NVB-05
NVB-06
NVB-07
NVB-08
NVH-3
NVH-4
NVH-5
NVH-6
NVH-7
0+00B
5+00B
10+00B
15+00B
20+00B
25+00B
30+00B
35+00B
40+00B
45+00B
50+00B
55+00B
60+00B
65+00B
70+00B
75+00B
80+00B
CEDAR AVE
DEPLOYABLE
FLOOD BARRIER
PLACEMENT AREA
SEE NOTE 10
 DEPLOYABLE
FLOOD BARRIER
PLACEMENT AREA
SEE NOTE 9
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
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X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
FH
TS
TS
TS
TS
TS
TS
TS
TS
TS
FH
FH
U.C.
U.C.
U.C.
U.C.
U.C.
U.C.
U.C.
TS
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
TS
FH
FH
FH
FH
FH
FH
FH
FH
FH
TS
TS
FH
U.C.
FH
FH
FH
FH
U.C.
TS
FH
FH
FH
TS
TS
TS
FH
TS
TS
FH
TS
FH
FH
FH
FH
TS
TS
TS
FH
FH
FH
FH
FH
FH
FH
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
Curb
U.C.
U.C.
U.C.
U.C.
VC19
Curb
Curb
Curb
9.1
GC11
5.3
GC12V1
9.1
GC12
10.3
VC14
6.8
VC15
10.3
VC18
7.4
GC10
7.3
VC17
Curb
6.7
BORROW AREA A (TYP)
BORROW AREA C (TYP)
ATLANTIC OCEAN
N: 55406.10
E: 406355.88
N: 55905.56
E: 405870.30
N: 53082.39
E: 403877.58
N: 52561.92
E: 400949.11
N: 53840.03
E: 403086.59
N: 51505.51
E: 400049.51
N: 53458.10
E: 403314.97
OUTFALL PROTECTION
ZONE (TYP)
BORROW AREA BASELINE
BORROW AREA A
LIMIT OF ELEV. -8.0
PROPOSED MHW
SEE C-505 FOR
BORROW AREA
TRANSITION DETAILS
N: 54803.34
E: 405713.02
N: 51232.67
E: 400835.35
BORROW AREA EXCLUSION ZONE
NOT AVAILABLE FOR THIS CONTRACT
N: 53942.83
E: 403762.26
EXISTING MHW
EXISTING MLW
CITY OF WILDWOOD
WILDWOOD CREST
N: 50889.60
E: 400473.42
N: 51987.30
E: 400855.25
BORROW AREA B (TYP)
ABANDONED OUTFALL
(TYP) SEE SHEETS
C-104 AND C-105
N: 50575.92
E: 400087.67
PROPOSED MLW
FERN RD
ATLANTIC AVE
ATLANTIC AVE
JEFFERSON AVE
ROCHESTER AVE
ATLANTIC AVE
ATLANTIC AVE
ATLANTIC AVE
SWEETBRIAR RD
ROSEMARY RD
ATLANTIC AVE
ATLANTIC AVE
MYRTLE RD
ORCHID RD
STANTON RD
NASHVILLE AVE
MONTEREY AVE
TOLEDO AVE
PRESTON AVE
PITTSBURGH AVE
TRENTON AVE
ATLANTIC AVE
ATLANTIC AVE
ATLANTIC AVE
OCEAN AVE
OCEAN AVE
PRIMROSE RD
TOPEKA AVE
WASHINGTON AVE
NEWARK AVE
ST LOUIS AVE
CHARLESTON AVE
HOLLYWOOD AVE
SYRACUSE AVE
DENVER AVE
ST PAUL AVE
MIAMI AVE
LOUISVILLE AVE
ATLANTA AVE
FARRAGUT RD
STOCKTON RD
RAMBLER RD
LOTUS RD
PALM RD
FORGET ME NOT RD
COLUMBINE RD
WISTERIA RD
DIAMOND SAND DR
BEACH AVE
BEACH AVE
BEACH AVE
BEACH AVE BIKE PATH
160+00
165+00
170+00
175+00
180+00
185+00
190+00
195+00
200+00
205+00
210+00
215+00
220+00
225+00
230+00
235+00
240+00
NJV-750
NJV-751R2
NVB-09
NVB-10
NVB-11
NVB-12
NVH-1
NVH-2
161+83.68B
85+00B
90+00B
95+00B
100+00B
105+00B
110+00B
115+00B
120+00B
125+00B
130+00B
135+00B
140+00B
145+00B
150+00B
155+00B
160+00B
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
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X
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X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
TS
TS
TS
TS
TS
TS
TS
8.0
VC09
9.4
VC10
9.7
GC21
GC22
8.0
11.0
GC24
11.2
VC12
6.7
GC25
BORROW AREA B (TYP)
BORROW AREA A (TYP)
BORROW AREA C (TYP)
ATLANTIC OCEAN
N: 48448.70
E: 398252.06
N: 44874.64
E: 394170.80
N: 45413.87
E: 393637.72
N: 45556.60
E: 393834.85
N: 46586.57
E: 394905.79
N: 48176.82
E: 396500.54
N: 49059.59
E: 397441.63
N: 49401.03
E: 397617.00
OUTFALL CONSTRUCTION
AND PROTECTION ZONE
(TYP) SEE C-504
BORROW AREA
BASELINE
PROPOSED MLW
SEE C-505 FOR
BORROW AREA
TRANSITION DETAILS
N: 45162.10
E: 394173.54
N: 46201.78
E: 395225.51
N: 47750.63
E: 396859.38
EXISTING MHW
N: 49470.72
E: 398728.54
EXISTING MLW
LOWER TOWNSHIP
WILDWOOD CREST
BORROW AREA A
LIMIT OF ELEV. -8.0
N: 47305.46
E: 396304.03
PROPOSED MHW
N: 45512.35
E: 394527.94
N: 45853.09
E: 394872.71
N: 45860.77
E: 394612.17
N: 45782.27
E: 394530.51
N: 46556.66
E: 395572.30
N: 46801.87
E: 395574.64
N: 46960.91
E: 395734.16
N: 46954.23
E: 395960.81
N: 48087.95
E: 397225.93
N: 48424.73
E: 397232.56
N: 49143.81
E: 397999.39
N: 49136.75
E: 398365.82
N: 49782.01
E: 399111.34
N: 50194.50
E: 399119.47
N: 50586.53
E: 399537.45
1
D
2
3
C
4
5
A
B
1
2
3
4
5
®
US Army Corps
of Engineers
DISTRICT
DATE
SOLICITATION NUMBER:
FILE NAME:
MARK
DWG. SIZE:
CONTRACT NUMBER:
SHEET NUMBER
BY
DESCRIPTION
ACTION
30"X42"
ISSUE/SUBMITTAL DATE:
U.S. ARMY CORPS OF ENGINEERS
DISTRICT
DWN BY:
REVIEWED BY:
DES BY:
PLOT SCALE:
CKD BY:
1:300
DAN
GMG
ADD
ADD
-
-
-
-
PHILADELPHIA
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
95% - 12 SEPT 2024
C-109 PLAN - BORROW AREA A.dwg
-
PLAN - BORROW AREA A
INITIAL CONSTRUCTION
BEACH NOURISHMENT
CAPE MAY COUNTY, NEW JERSEY
HEREFORD INLET TO CAPE MAY INLET
C-109
PHILADELPHIA
1
BORROW AREA A (WEST)
2
BORROW AREA A (EAST)
MATCHLINE
MATCHLINE
RE: 2/C-109
RE: 2/C-109
MATCHLINE
MATCHLINE
RE: 1/C-109
RE: 1/C-109
NOTES:
1.
CONTRACTOR SHALL BEGIN DREDGING IN WILDWOOD CREST (STA. 63+60B TO STA. 161+83.68) AREA A
BEFORE PROCEEDING TO OTHER AREAS.
2.
BORROW AREA B WILL BE OPEN FOR USE ONCE PILE  BENT CONSTRUCTION HAS BEEN COMPLETED.
PHASED OPENING OF BORROW AREA B  IS POSSIBLE WHEN BENT CONSTRUCTION HAS BEEN
COMPLETED WITHIN 1000LF OF ACTIVE  BORROW WORK ZONE, COORDINATION WITH COR REQUIRED.
3.
CONTRACTOR SHALL REMOVE AT LEAST 85% OF AVAILABLE MATERIAL FROM THE COMBINED FULL
LIMITS OF BORROW AREA A AND B  BEFORE PROCEEDING TO BORROW AREA C. THE 85%
REQUIREMENT ONLY APPLIES TO LOCATIONS WHERE THE SURVEYS INDICATE THE AVAILABLE CUT IS
GREATER THAN 25CY/LF. VOLUME IS TAKEN USING THE SECTION LINES.
4.
AT ANY GIVEN TIME, CONTRACTOR MAY CLOSE A 1,000-FOOT-LONG SECTION OF BEACH FOR USE AS
AN ACTIVE WORK ZONE. THE ADJACENT 500-FOOT-LONG SECTION OF RECENTLY EXCAVATED
BORROW AREA WILL REMAIN TEMPORARILY CLOSED TO THE PUBLIC FOR MONITORING.
5.
THE TRANSITION EDGE SHALL BE AT NO MORE THAN A 45-DEGREE ANGLE TO THE BORROW AREA
BASELINE, AND SHALL TAPER DOWN TO EXISTING GRADE AT 30H:1V ABOVE MLW AND 10H:1V BELOW
MLW. SEE DETAILS ON SHEET 
C-505.
6.
EXCAVATION AND DREDGING ARE AUTHORIZED TO ELEV. -8 WITH ONE FOOT OF OVERDEPTH TO -9.
FOR BORROW AREA TYPICAL SECTIONS, SEE SHEETS 
C-305.  SEE SPECIFICATIONS FOR ADDITIONAL
REQUIREMENTS.
7.
FOR OUTFALL PROTECTION ZONE LIMITS, SEE SHEETS 
C-101 THROUGH C-108. FOR REQUIREMENTS,
SEE SPECIFICATIONS.
NORTH
PLAN
NORTH
PLAN


FERN RD
JEFFERSON AVE
ROCHESTER AVE
ATLANTIC AVE
ATLANTIC AVE
ATLANTIC AVE
SWEETBRIAR RD
ROSEMARY RD
MYRTLE RD
ORCHID RD
STANTON RD
NASHVILLE AVE
MONTEREY AVE
TOLEDO AVE
PRESTON AVE
PITTSBURGH AVE
TRENTON AVE
ATLANTIC AVE
ATLANTIC AVE
ATLANTIC AVE
OCEAN AVE
OCEAN AVE
PRIMROSE RD
TOPEKA AVE
WASHINGTON AVE
NEWARK AVE
ST LOUIS AVE
CHARLESTON AVE
HOLLYWOOD AVE
SYRACUSE AVE
DENVER AVE
ST PAUL AVE
MIAMI AVE
LOUISVILLE AVE
ATLANTA AVE
FARRAGUT RD
STOCKTON RD
RAMBLER RD
LOTUS RD
PALM RD
FORGET ME NOT RD
COLUMBINE RD
WISTERIA RD
DIAMOND SAND DR
BEACH AVE
BEACH AVE
BEACH AVE
BEACH AVE BIKE PATH
155+00
160+00
165+00
170+00
175+00
180+00
185+00
190+00
195+00
200+00
205+00
210+00
215+00
220+00
225+00
230+00
235+00
NJV-750
NJV-751R2
NVB-09
NVB-10
NVB-11
NVB-12
NVH-1
NVH-2
161+83.68B
85+00B
90+00B
95+00B
100+00B
105+00B
110+00B
115+00B
120+00B
125+00B
130+00B
135+00B
140+00B
145+00B
150+00B
155+00B
160+00B
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
FH
FH
7.4
7.7
8.1
FH
7.4
FH
FH
8.7
7.5
7.7
8.6
8.9
FH
7.4
7.1
7.3
7.1
8.3
FH
FH
FH
FH
6.3
6.9
7.9
7.9
8.3
8.7
8.3
9.2
9.5
FH
FH
7.6
7.8
7.7
7.8
7.7
8.4
8.1
8.1
8.2
8.1
7
9.8
9.2
7.9
8.2
FH
FH
FH
7.1
7.2
FH
FH
10.6
7.8
8.1
8.5
6.9
6.6
FH
FH
6.4
6.8
Obscured
7.5
9.1
10.4
10.3
FH
8.3
FH
Obscured
Obscured
Obscured
7.7
8.2
FH
FH
FH
FH
8.4
8.3
Obscured
Obscured
7.9
7.8
6.8
8.1
8.8
8.3
7.8
7.9
FH
9.6
8.4
8.3
8.3
7.7
8.1
FH
U.C.
8.3
8.5
8.8
8.8
9.4
TS
TS
9.6
FH
9.3
9.7
9.8
9.4
9.5
9.8
9.4
11.4
8.9
FH
9.5
9.7
9.2
9.2
9.3
10.3
10.2
U.C.
9.3
9.4
10.5
FH
9.9
9.9
9.7
FH
FH
FH
10.1
FH
1
FH
FH
7.9
6.9
6.9
8.9
9.9
6.9
7.9
7.9
9.9
9.9
9.9
8.9
8.0
8.0
9.0
8.0
9.0
9.0
7.0
9.0
10.0
BORROW AREA B (TYP)
BORROW AREA A (TYP)
BORROW AREA B
LIMIT OF ELEV. -8.0
BORROW AREA C (TYP)
ATLANTIC OCEAN
N: 48448.70
E: 398252.06
N: 44874.64
E: 394170.80
N: 45413.87
E: 393637.72
N: 45556.60
E: 393834.85
N: 46586.57
E: 394905.79
N: 48176.82
E: 396500.54
N: 49059.59
E: 397441.63
N: 49401.03
E: 397617.00
OUTFALL CONSTRUCTION
AND PROTECTION ZONE
(TYP) SEE C-504
BORROW AREA
BASELINE
SEE C-505 FOR
BORROW AREA
TRANSITION DETAILS
N: 45162.10
E: 394173.54
N: 46201.78
E: 395225.51
N: 47750.63
E: 396859.38
EXISTING MHW
N: 49470.72
E: 398728.54
EXISTING MLW
LOWER TOWNSHIP
WILDWOOD CREST
N: 47305.46
E: 396304.03
PROPOSED MHW
PROPOSED MLW
BORROW AREA B
APPROX. TOP OF CUT
N: 45512.35
E: 394527.94
N: 45853.09
E: 394872.71
N: 45860.77
E: 394612.17
N: 45782.27
E: 394530.51
N: 46556.66
E: 395572.30
N: 46801.87
E: 395574.64
N: 46960.91
E: 395734.16
N: 46954.23
E: 395960.81
N: 48087.95
E: 397225.93
N: 48424.73
E: 397232.56
N: 49143.81
E: 397999.39
N: 49136.75
E: 398365.82
N: 49782.01
E: 399111.34
N: 50194.50
E: 399119.47
N: 50586.53
E: 399537.45
ATLANTIC AVE
ATLANTIC AVE
OCEAN AVE
MAGNOLIA AVE
PINE AVE
OCEAN AVE
ATLANTIC AVE
OCEAN AVE
LINCOLN AVE
SPENCER AVE
BAKER AVE
ATLANTIC AVE
BURK AVE
TAYLOR AVE
OCEAN AVE
RIO GRANDE AVE
BENNETT AVE
CRESSE AVE
LAVENDER RD
ATLANTIC AVE
CROCUS RD
POPLAR AVE
WILDWOOD AVE
OAK AVE
OCEAN AVE
CARDINAL RD
ASTER RD
HEATHER RD
BUTTERCUP RD
MORNING GLORY RD
HILDRETH AVE
LEAMING AVE
HAND AVE
ANDREWS AVE
MONTGOMERY AVE
ROBERTS AVE
YOUNGS AVE
SPICER AVE
GARFIELD AVE
SCHELLENGER AVE
MAPLE AVE
LINWOOD AVE
BEACH AVE
BEACH AVE
BOARDWALK
BOARDWALK
ADVENTURE PIER
BEACH AVE BIKE PATH
BEACH AVE
BOARDWALK
BOARDWALK
BOARDWALK
70+00
75+00
80+00
85+00
90+00
95+00
100+00
105+00
110+00
115+00
120+00
125+00
130+00
135+00
140+00
145+00
150+00
155+00
MARINERS PIER
NJV-749
NVB-05
NVB-06
NVB-07
NVB-08
NVH-3
NVH-4
NVH-5
NVH-6
NVH-7
0+00B
5+00B
10+00B
15+00B
20+00B
25+00B
30+00B
35+00B
40+00B
45+00B
50+00B
55+00B
60+00B
65+00B
70+00B
75+00B
80+00B
CEDAR AVE
DEPLOYABLE
FLOOD BARRIER
PLACEMENT AREA
SEE NOTE 10
 DEPLOYABLE
FLOOD BARRIER
PLACEMENT AREA
SEE NOTE 9
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
10.1
0.1
9.8
FH
9.4
TS
TS
TS
TS
TS
TS
TS
TS
TS
FH
FH
6.6
6.2
5.8
5.4
5.6
5.9
6.3
6.3
6.5
6.7
6.1
U.C.
U.C.
U.C.
U.C.
U.C.
U.C.
U.C.
6.3
6.2
6.4
6.6
6.4
6.5
5.8
6.2
TS
FH
5.8
FH
FH
5.4
FH
7.1
FH
6.8
6.8
7.1
7.1
6.6
6.3
FH
5.4
FH
FH
7.9
7.7
FH
8.2
8.5
8.4
FH
8.9
7.6
6.6
1
FH
9.7
9.6
FH
FH
9.2
9.4
FH
6.4
6.7
7.2
7.5
6.6
FH
6.4
6.2
6.3
FH
6.3
FH
FH
6.3
FH
FH
TS
6.1
6.3
FH
6.2
6.5
6.4
FH
FH
6.5
6.1
FH
8.2
6.1
FH
6.3
FH
FH
6.6
6.3
6.9
6.3
FH
6.1
6.3
FH
TS
TS
7.8
6.7
FH
U.C.
FH
6.5
6.4
6.8
FH
6.1
FH
6.2
FH
U.C.
6.1
TS
7.6
10.2
10.3
7.6
6.5
FH
FH
FH
6.7
TS
7.7
5.5
TS
TS
FH
TS
TS
FH
TS
6.7
6.6
6.1
7.6
7.4
6.9
6.8
6.8
FH
6.1
6.2
6.3
6.1
FH
6.1
6.2
6.1
6.9
6.8
FH
FH
TS
TS
TS
5.9
6.2
5.9
5.8
FH
6.3
FH
FH
6.2
6.1
FH
5.8
6.1
5.8
5.8
FH
FH
FH
U.C.
U.C.
U.C.
U.C.
5.9
8.9
8.9
5.9
6.9
5.9
5.9
5.9
5.9
5.9
9.7
6.0
BORROW AREA A (TYP)
BORROW AREA C (TYP)
ATLANTIC OCEAN
N: 55406.10
E: 406355.88
N: 55905.56
E: 405870.30
N: 53082.39
E: 403877.58
N: 52561.92
E: 400949.11
N: 53840.03
E: 403086.59
N: 51505.51
E: 400049.51
N: 53458.10
E: 403314.97
OUTFALL PROTECTION
ZONE (TYP)
BORROW AREA BASELINE
SEE C-505 FOR
BORROW AREA
TRANSITION DETAILS
N: 54803.34
E: 405713.02
N: 51232.67
E: 400835.35
BORROW AREA EXCLUSION ZONE
NOT AVAILABLE FOR THIS CONTRACT
N: 53942.83
E: 403762.26
EXISTING MHW
EXISTING MLW
CITY OF WILDWOOD
WILDWOOD CREST
N: 50889.60
E: 400473.42
N: 51987.30
E: 400855.25
BORROW AREA B (TYP)
ABANDONED OUTFALL
(TYP) SEE SHEETS
C-104 AND C-105
BORROW AREA B
APPROX. TOP OF CUT
BORROW AREA B
LIMIT OF ELEV. -8.0
N: 50575.92
E: 400087.67
PROPOSED MHW
PROPOSED MLW
1
D
2
3
C
4
5
A
B
1
2
3
4
5
®
US Army Corps
of Engineers
DISTRICT
DATE
SOLICITATION NUMBER:
FILE NAME:
MARK
DWG. SIZE:
CONTRACT NUMBER:
SHEET NUMBER
BY
DESCRIPTION
ACTION
30"X42"
ISSUE/SUBMITTAL DATE:
U.S. ARMY CORPS OF ENGINEERS
DISTRICT
DWN BY:
REVIEWED BY:
DES BY:
PLOT SCALE:
CKD BY:
1:300
DAN
GMG
ADD
ADD
-
-
-
-
PHILADELPHIA
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
95% - 12 SEPT 2024
C-110 PLAN - BORROW AREA B.dwg
-
PLAN - BORROW AREA B
INITIAL CONSTRUCTION
BEACH NOURISHMENT
CAPE MAY COUNTY, NEW JERSEY
HEREFORD INLET TO CAPE MAY INLET
C-110
PHILADELPHIA
MATCHLINE
MATCHLINE
RE: 2/C-110
RE: 2/C-110
MATCHLINE
MATCHLINE
RE: 1/C-110
RE: 1/C-110
1
BORROW AREA B (WEST)
2
BORROW AREA B (EAST)
NORTH
PLAN
NORTH
PLAN
NOTES:
1.
CONTRACTOR SHALL BEGIN DREDGING IN WILDWOOD CREST (STA. 63+60B TO STA. 161+83.68) AREA A
BEFORE PROCEEDING TO OTHER AREAS.
2.
BORROW AREA B WILL BE OPEN FOR USE ONCE PILE  BENT CONSTRUCTION HAS BEEN COMPLETED.
PHASED OPENING OF BORROW AREA B  IS POSSIBLE WHEN BENT CONSTRUCTION HAS BEEN
COMPLETED WITHIN 1000LF OF ACTIVE  BORROW WORK ZONE, COORDINATION WITH COR REQUIRED.
3.
CONTRACTOR SHALL REMOVE AT LEAST 85% OF AVAILABLE MATERIAL FROM THE COMBINED FULL
LIMITS OF BORROW AREA A AND B  BEFORE PROCEEDING TO BORROW AREA C. THE 85%
REQUIREMENT ONLY APPLIES TO LOCATIONS WHERE THE SURVEYS INDICATE THE AVAILABLE CUT IS
GREATER THAN 25CY/LF. VOLUME IS TAKEN USING THE SECTION LINES.
4.
AT ANY GIVEN TIME, CONTRACTOR MAY CLOSE A 1,000-FOOT-LONG SECTION OF BEACH FOR USE AS
AN ACTIVE WORK ZONE. THE ADJACENT 500-FOOT-LONG SECTION OF RECENTLY EXCAVATED
BORROW AREA WILL REMAIN TEMPORARILY CLOSED TO THE PUBLIC FOR MONITORING.
5.
THE TRANSITION EDGE SHALL BE AT NO MORE THAN A 45-DEGREE ANGLE TO THE BORROW AREA
BASELINE, AND SHALL TAPER DOWN TO EXISTING GRADE AT 30H:1V ABOVE MLW AND 10H:1V BELOW
MLW. SEE DETAILS ON SHEET 
C-505.
6.
EXCAVATION AND DREDGING ARE AUTHORIZED TO ELEV. -8 WITH ONE FOOT OF OVERDEPTH TO -9.
FOR BORROW AREA TYPICAL SECTIONS, SEE SHEETS 
C-305.  SEE SPECIFICATIONS FOR ADDITIONAL
REQUIREMENTS.
7.
FOR OUTFALL PROTECTION ZONE LIMITS, SEE SHEETS 
C-101 THROUGH C-108. FOR REQUIREMENTS,
SEE SPECIFICATIONS.


FERN RD
JEFFERSON AVE
ROCHESTER AVE
ATLANTIC AVE
ATLANTIC AVE
ATLANTIC AVE
SWEETBRIAR RD
ROSEMARY RD
MYRTLE RD
ORCHID RD
STANTON RD
NASHVILLE AVE
MONTEREY AVE
TOLEDO AVE
PRESTON AVE
PITTSBURGH AVE
TRENTON AVE
ATLANTIC AVE
ATLANTIC AVE
ATLANTIC AVE
OCEAN AVE
OCEAN AVE
PRIMROSE RD
TOPEKA AVE
WASHINGTON AVE
NEWARK AVE
ST LOUIS AVE
CHARLESTON AVE
HOLLYWOOD AVE
SYRACUSE AVE
DENVER AVE
ST PAUL AVE
MIAMI AVE
LOUISVILLE AVE
ATLANTA AVE
FARRAGUT RD
STOCKTON RD
RAMBLER RD
LOTUS RD
PALM RD
FORGET ME NOT RD
COLUMBINE RD
WISTERIA RD
DIAMOND SAND DR
BEACH AVE
BEACH AVE
BEACH AVE
BEACH AVE BIKE PATH
155+00
160+00
165+00
170+00
175+00
180+00
185+00
190+00
195+00
200+00
205+00
210+00
215+00
220+00
225+00
230+00
235+00
NJV-750
NJV-751R2
NVB-09
NVB-10
NVB-11
NVB-12
NVH-1
NVH-2
161+83.68B
85+00B
90+00B
95+00B
100+00B
105+00B
110+00B
115+00B
120+00B
125+00B
130+00B
135+00B
140+00B
145+00B
150+00B
155+00B
160+00B
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
7.4
7.7
8.1
7.4
8.7
7.5
7.7
8.6
8.9
7.4
7.1
7.3
7.1
8.3
6.3
6.9
7.9
7.9
8.3
8.7
8.3
9.2
9.5
7.6
7.8
7.7
7.8
7.7
8.4
8.1
8.1
8.2
8.1
7
9.8
9.2
7.9
8.2
7.1
7.2
10.6
7.8
8.1
8.5
6.9
6.6
6.4
6.8
Obscured
7.5
9.1
10.4
10.3
8.3
Obscured
Obscured
Obscured
7.7
8.2
8.4
8.3
Obscured
Obscured
7.9
7.8
6.8
8.1
8.8
8.3
7.8
7.9
9.6
8.4
8.3
8.3
7.7
8.1
U.C.
8.3
8.5
8.8
8.8
9.4
TS
TS
9.6
9.3
9.7
9.8
9.4
9.5
9.8
9.4
11.4
8.9
9.5
9.7
9.2
9.2
9.3
10.3
10.2
U.C.
9.3
9.4
10.5
9.9
9.9
9.7
10.1
1
7.9
6.9
6.9
8.9
9.9
6.9
7.9
7.9
9.9
9.9
9.9
9.4
VC10
9.7
GC21
8.9
GC22
8.0
11.0
GC24
11.2
VC12
6.7
GC25
8.0
8.0
9.0
8.0
9.0
9.0
7.0
9.0
10.0
BORROW AREA B (TYP)
BORROW AREA A (TYP)
PROPOSED MLW
PROPOSED MHW
BORROW AREA C (TYP)
PROPOSED MHW
PROPOSED MLW
ATLANTIC OCEAN
N: 48448.70
E: 398252.06
N: 44874.64
E: 394170.80
N: 45413.87
E: 393637.72
N: 45556.60
E: 393834.85
N: 46586.57
E: 394905.79
N: 48176.82
E: 396500.54
N: 49059.59
E: 397441.63
N: 49401.03
E: 397617.00
OUTFALL CONSTRUCTION
AND PROTECTION ZONE
(TYP) SEE C-504
BORROW AREA
BASELINE
SEE C-505 FOR
BORROW AREA
TRANSITION DETAILS
N: 45162.10
E: 394173.54
N: 46201.78
E: 395225.51
N: 47750.63
E: 396859.38
EXISTING MHW
N: 49470.72
E: 398728.54
EXISTING MLW
LOWER TOWNSHIP
WILDWOOD CREST
N: 47305.46
E: 396304.03
N: 45512.35
E: 394527.94
N: 45853.09
E: 394872.71
N: 45860.77
E: 394612.17
N: 45782.27
E: 394530.51
N: 46556.66
E: 395572.30
N: 46801.87
E: 395574.64
N: 46960.91
E: 395734.16
N: 46954.23
E: 395960.81
N: 48087.95
E: 397225.93
N: 48424.73
E: 397232.56
N: 49143.81
E: 397999.39
N: 49136.75
E: 398365.82
N: 49782.01
E: 399111.34
N: 50194.50
E: 399119.47
N: 50586.53
E: 399537.45
BORROW AREA C
LIMIT OF ELEV. -8.0
ATLANTIC AVE
ATLANTIC AVE
OCEAN AVE
MAGNOLIA AVE
PINE AVE
OCEAN AVE
ATLANTIC AVE
OCEAN AVE
LINCOLN AVE
SPENCER AVE
BAKER AVE
ATLANTIC AVE
BURK AVE
TAYLOR AVE
OCEAN AVE
RIO GRANDE AVE
BENNETT AVE
CRESSE AVE
LAVENDER RD
ATLANTIC AVE
CROCUS RD
POPLAR AVE
WILDWOOD AVE
OAK AVE
OCEAN AVE
CARDINAL RD
ASTER RD
HEATHER RD
BUTTERCUP RD
MORNING GLORY RD
HILDRETH AVE
LEAMING AVE
HAND AVE
ANDREWS AVE
MONTGOMERY AVE
ROBERTS AVE
YOUNGS AVE
SPICER AVE
GARFIELD AVE
SCHELLENGER AVE
MAPLE AVE
LINWOOD AVE
BEACH AVE
BEACH AVE
BOARDWALK
BOARDWALK
ADVENTURE PIER
BEACH AVE BIKE PATH
BEACH AVE
BOARDWALK
BOARDWALK
BOARDWALK
70+00
75+00
80+00
85+00
90+00
95+00
100+00
105+00
110+00
115+00
120+00
125+00
130+00
135+00
140+00
145+00
150+00
155+00
MARINERS PIER
NJV-749
NVB-05
NVB-06
NVB-07
NVB-08
NVH-3
NVH-4
NVH-5
NVH-6
NVH-7
0+00B
5+00B
10+00B
15+00B
20+00B
25+00B
30+00B
35+00B
40+00B
45+00B
50+00B
55+00B
60+00B
65+00B
70+00B
75+00B
80+00B
CEDAR AVE
DEPLOYABLE
FLOOD BARRIER
PLACEMENT AREA
SEE NOTE 10
 DEPLOYABLE
FLOOD BARRIER
PLACEMENT AREA
SEE NOTE 9
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
10.1
0.1
9.8
9.4
TS
TS
TS
TS
TS
TS
TS
TS
TS
6.6
6.2
5.8
5.4
5.6
5.9
6.3
6.3
6.5
6.7
6.1
U.C.
U.C.
U.C.
U.C.
U.C.
U.C.
U.C.
6.3
6.2
6.4
6.6
6.4
6.5
5.8
6.2
TS
5.8
5.4
7.1
6.8
6.8
7.1
7.1
6.6
6.3
5.4
7.9
7.7
8.2
8.5
8.4
8.9
7.6
6.6
1
9.7
9.6
9.2
9.4
6.4
6.7
7.2
7.5
6.6
6.4
6.2
6.3
6.3
6.3
TS
6.1
6.3
6.2
6.5
6.4
6.5
6.1
8.2
6.1
6.3
6.6
6.3
6.9
6.3
6.1
6.3
TS
TS
7.8
6.7
U.C.
6.5
6.4
6.8
6.1
6.2
U.C.
6.1
TS
7.6
10.2
10.3
7.6
6.5
6.7
TS
7.7
5.5
TS
TS
TS
TS
TS
6.7
6.6
6.1
7.6
7.4
6.9
6.8
6.8
6.1
6.2
6.3
6.1
6.1
6.2
6.1
6.9
6.8
TS
TS
TS
5.9
6.2
5.9
5.8
6.3
6.2
6.1
5.8
6.1
5.8
5.8
U.C.
U.C.
U.C.
U.C.
5.9
8.9
8.9
5.9
6.9
5.9
5.9
5.9
5.9
5.9
VC19
9.1
GC11
5.3
GC12V1
9.1
GC12
10.3
VC14
9.7
10.3
VC18
7.4
GC10
7.3
VC17
6.7
6.0
BORROW AREA A (TYP)
BORROW AREA C (TYP)
PROPOSED MHW
PROPOSED MLW
ATLANTIC OCEAN
N: 55406.10
E: 406355.88
N: 55905.56
E: 405870.30
N: 53082.39
E: 403877.58
N: 52561.92
E: 400949.11
N: 53840.03
E: 403086.59
N: 51505.51
E: 400049.51
N: 53458.10
E: 403314.97
OUTFALL PROTECTION
ZONE (TYP)
BORROW AREA BASELINE
BORROW AREA C
LIMIT OF ELEV. -8.0
SEE C-505 FOR
BORROW AREA
TRANSITION DETAILS
N: 54803.34
E: 405713.02
N: 51232.67
E: 400835.35
BORROW AREA EXCLUSION ZONE
NOT AVAILABLE FOR THIS CONTRACT
N: 53942.83
E: 403762.26
EXISTING MHW
EXISTING MLW
CITY OF WILDWOOD
WILDWOOD CREST
N: 50889.60
E: 400473.42
N: 51987.30
E: 400855.25
BORROW AREA B (TYP)
ABANDONED OUTFALL
(TYP) SEE SHEETS
C-104 AND C-105
N: 50575.92
E: 400087.67
1
D
2
3
C
4
5
A
B
1
2
3
4
5
®
US Army Corps
of Engineers
DISTRICT
DATE
SOLICITATION NUMBER:
FILE NAME:
MARK
DWG. SIZE:
CONTRACT NUMBER:
SHEET NUMBER
BY
DESCRIPTION
ACTION
30"X42"
ISSUE/SUBMITTAL DATE:
U.S. ARMY CORPS OF ENGINEERS
DISTRICT
DWN BY:
REVIEWED BY:
DES BY:
PLOT SCALE:
CKD BY:
-
DAN
GMG
ADD
ADD
-
-
-
-
PHILADELPHIA
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
95% - 12 SEPT 2024
C-111 PLAN - BORROW AREA C.dwg
-
PLAN - BORROW AREA C
INITIAL CONSTRUCTION
BEACH NOURISHMENT
CAPE MAY COUNTY, NEW JERSEY
HEREFORD INLET TO CAPE MAY INLET
C-111
PHILADELPHIA
MATCHLINE
MATCHLINE
RE: 2/C-111
RE: 2/C-111
MATCHLINE
MATCHLINE
RE: 1/C-111
RE: 1/C-111
NORTH
PLAN
NORTH
PLAN
1
BORROW AREA C (WEST)
1
BORROW AREA C (WEST)
2
BORROW AREA C (EAST)
2
BORROW AREA C (EAST)
NOTES:
1.
CONTRACTOR SHALL BEGIN DREDGING IN WILDWOOD CREST (STA. 63+60B TO STA. 161+83.68) AREA A
BEFORE PROCEEDING TO OTHER AREAS.
2.
BORROW AREA B WILL BE OPEN FOR USE ONCE PILE  BENT CONSTRUCTION HAS BEEN COMPLETED.
PHASED OPENING OF BORROW AREA B  IS POSSIBLE WHEN BENT CONSTRUCTION HAS BEEN
COMPLETED WITHIN 1000LF OF ACTIVE  BORROW WORK ZONE, COORDINATION WITH COR REQUIRED.
3.
CONTRACTOR SHALL REMOVE AT LEAST 85% OF AVAILABLE MATERIAL FROM THE COMBINED FULL
LIMITS OF BORROW AREA A AND B  BEFORE PROCEEDING TO BORROW AREA C. THE 85%
REQUIREMENT ONLY APPLIES TO LOCATIONS WHERE THE SURVEYS INDICATE THE AVAILABLE CUT IS
GREATER THAN 25CY/LF. VOLUME IS TAKEN USING THE SECTION LINES.
4.
AT ANY GIVEN TIME, CONTRACTOR MAY CLOSE A 1,000-FOOT-LONG SECTION OF BEACH FOR USE AS
AN ACTIVE WORK ZONE. THE ADJACENT 500-FOOT-LONG SECTION OF RECENTLY EXCAVATED
BORROW AREA WILL REMAIN TEMPORARILY CLOSED TO THE PUBLIC FOR MONITORING.
5.
THE TRANSITION EDGE SHALL BE AT NO MORE THAN A 45-DEGREE ANGLE TO THE BORROW AREA
BASELINE, AND SHALL TAPER DOWN TO EXISTING GRADE AT 30H:1V ABOVE MLW AND 10H:1V BELOW
MLW. SEE DETAILS ON SHEET 
C-505.
6.
EXCAVATION AND DREDGING ARE AUTHORIZED TO ELEV. -8 WITH ONE FOOT OF OVERDEPTH TO -9.
FOR BORROW AREA TYPICAL SECTIONS, SEE SHEETS 
C-305.  SEE SPECIFICATIONS FOR ADDITIONAL
REQUIREMENTS.
7.
FOR OUTFALL PROTECTION ZONE LIMITS, SEE SHEETS 
C-101 THROUGH C-108. FOR REQUIREMENTS,
SEE SPECIFICATIONS.


ELEVATION (FT)
STATION
-10
-8
-6
-4
-2
0
2
4
6
8
10
12
14
16
18
-10
-8
-6
-4
-2
0
2
4
6
8
10
12
14
16
18
0+00C
0+50C
1+00C
1+50C
2+00C
2+50C
3+00C
3+50C
4+00C
4+50C
5+00C
5+50C
6+00C
6+50C
7+00C
7+50C
8+00C
8+50C
9+00C
9+50C
10+00C
10+50C
11+00C
S=0.0875%
TYPE B PILE BENT (3 EA)
@6'0" C-C
TIE INTO EX
OUTFALL PIPE @
INV ELEV -1.35 FT±
END OUTFALL PIPE
@  INV ELEV -1.77 FT
(SEE NOTE 5)
EX PILE
BENT (TYP)
PILE BENT (TYP)
48" DIP
OUTFALL
EX GROUND (APPROX)
BEACHFILL TEMPLATE
TYPE B PILE BENT (54 EA)
@6'8" C-C
MLW ELEV. -2.46
MHW ELEV. +1.59
ADJUST OUTFALL
ALIGNMENT BY 2.5 ° AT
THE FIRST 4 JOINTS
TYPE C PILE BENT (16 EA)
@6'8" C-C
1
D
2
3
C
4
5
A
B
1
2
3
4
5
®
US Army Corps
of Engineers
DISTRICT
DATE
SOLICITATION NUMBER:
FILE NAME:
MARK
DWG. SIZE:
CONTRACT NUMBER:
SHEET NUMBER
BY
DESCRIPTION
ACTION
30"X42"
ISSUE/SUBMITTAL DATE:
U.S. ARMY CORPS OF ENGINEERS
DISTRICT
DWN BY:
REVIEWED BY:
DES BY:
PLOT SCALE:
CKD BY:
-
DAN
GMG
ADD
ADD
-
-
-
-
PHILADELPHIA
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
95% - 12 SEPT 2024
C-201 PROFILE - 3RD AVE OUTFALL PIPE.dwg
-
PROFILE - 3RD AVE OUTFALL PIPE
INITIAL CONSTRUCTION
BEACH NOURISHMENT
CAPE MAY COUNTY, NEW JERSEY
HEREFORD INLET TO CAPE MAY INLET
C-201
PHILADELPHIA
NOTES:
1.
FOR GENERAL INFORMATION AND LEGENDS, SEE SHEET C-001.
2.
FOR TYPICAL SECTIONS, SEE SHEET C-301.
3.
FOR DUNE CROSSOVER LOCATIONS AND DETAILS, SEE SHEETS C-401 THROUGH C-409.
4.
FOR OUTFALL DETAILS, SEE SHEET C-503.
5.
CENTER OF SEAWARD-MOST PILE BENT TO BE LOCATED 2 FEET FROM THE END OF THE OUTFALL
PIPE.
6.
SEE  SHEET G-102 FOR PIPE ALIGNMENT GEOMETRY.
1
PROFILE - 3RD AVE OUTFALL PIPE
1
PROFILE - 3RD AVE OUTFALL PIPE


SURVEY AND CONSTR 
VARIES
(SEE PLAN)
25'
DUNE ℄
DUNE CREST
ELEV. +16.0
1
5
BERM ELEV +6.5
30
1
MLW ELEV. -2.46
MHW ELEV. +1.59
VARIES
(SEE PLAN)
5
1
SEAWARD EDGE OF BERM
LANDWARD TOE
OF DUNE
(SEE NOTE 1)
EXISTING
CONCRETE
SEAWALL
EXISTING REVETMENT
(SEE NOTE 2)
CWL
EXISTING BEACH
APPROX. TOE OF FILL
SAND FENCE
SURVEY AND CONSTR 
VARIES
(SEE PLAN)
BERM ELEV +6.5
30
1
MLW ELEV. -2.46
MHW ELEV. +1.59
SEAWARD EDGE OF BERM
EXISTING BEACH
APPROX. TOE OF FILL
LANDWARD
EDGE OF
BERM
EXISTING CONCRETE
BULKHEAD AND
ROCK REVETMENT
CWL
SURVEY AND CONSTR 
VARIES
(SEE PLAN)
25'
DUNE ℄
DUNE CREST
ELEV. +16.0
1
5
BERM ELEV +6.5
30
1
MLW ELEV. -2.46
MHW ELEV. +1.59
VARIES
(SEE PLAN)
5
1
SEAWARD EDGE OF BERM
EXISTING BEACH
APPROX. TOE OF FILL
LANDWARD TOE
OF DUNE
(SEE NOTE 1)
EXISTING VINYL
BULKHEAD
CWL
LANDWARD
EDGE OF
BERM
SAND FENCE
SURVEY AND CONSTR 
VARIES
(SEE PLAN)
25'
DUNE ℄
DUNE CREST
ELEV. +16.0
1
5
BERM ELEV +6.5
30
1
MLW ELEV. -2.46
MHW ELEV. +1.59
VARIES
(SEE PLAN)
SEAWARD EDGE OF BERM
EXISTING BEACH
APPROX. TOE OF FILL
EXISTING STEEL
BULKHEAD
CWL
EXISTING WOOD
BULKHEAD
EXISTING EDGE OF BIKE PATH
(SEE NOTE 3)
SAND FENCE
3
1
NOTES:
1.
PLACE FILL MATERIAL TO ELEVATION +11.5 BETWEEN EXISTING BULKHEAD/REVETMENT
AND THE LANDWARD TOE OF DUNE.
2.
FILL REVETMENT VOIDS WITH SAND. SEE SPECIFICATIONS.
3.
EXISTING BIKE PATH TO BE RELOCATED BY OTHERS.
4
TYPICAL SECTION - STA. 8+25.68 TO STA. 10+80 (NORTH WILDWOOD)
4
TYPICAL SECTION - STA. 8+25.68 TO STA. 10+80 (NORTH WILDWOOD)
1
D
2
3
C
4
5
A
B
1
2
3
4
5
®
US Army Corps
of Engineers
DISTRICT
DATE
SOLICITATION NUMBER:
FILE NAME:
MARK
DWG. SIZE:
CONTRACT NUMBER:
SHEET NUMBER
BY
DESCRIPTION
ACTION
30"X42"
ISSUE/SUBMITTAL DATE:
U.S. ARMY CORPS OF ENGINEERS
DISTRICT
DWN BY:
REVIEWED BY:
DES BY:
PLOT SCALE:
CKD BY:
AS SHOWN
DAN
GMG
ADD
ADD
-
-
-
-
PHILADELPHIA
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
95% - 12 SEPT 2024
C-301 TYPICAL SECTIONS - BEACHFILL.dwg
(NORTH WILDWOOD)
TYPICAL SECTIONS - BEACHFILL STA. -5+00 TO STA. 10+80
INITIAL CONSTRUCTION
BEACH NOURISHMENT
CAPE MAY COUNTY, NEW JERSEY
HEREFORD INLET TO CAPE MAY INLET
C-301
PHILADELPHIA
1
TYPICAL SECTION - STA. -5+00 TO STA. 0+00 (NORTH WILDWOOD)
1
TYPICAL SECTION - STA. -5+00 TO STA. 0+00 (NORTH WILDWOOD)
2
TYPICAL SECTION STA. 0+00 to STA. 3+30 (NORTH WILDWOOD)
2
TYPICAL SECTION STA. 0+00 to STA. 3+30 (NORTH WILDWOOD)
3
TYPICAL SECTION - STA. 3+30 TO STA. 8+25.68 (NORTH WILDWOOD)
3
TYPICAL SECTION - STA. 3+30 TO STA. 8+25.68 (NORTH WILDWOOD)


SURVEY AND CONSTR 
VARIES
(SEE PLAN)
25'
DUNE ℄
DUNE CREST
ELEV. +16.0
1
5
BERM ELEV +6.5
30
1
MLW ELEV. -2.46
MHW ELEV. +1.59
VARIES
(SEE PLAN)
5
1
3
1
SEAWARD EDGE OF BERM
EXISTING BEACH
APPROX. TOE OF FILL
CHANGE OF
DUNE SLOPE AT
EXISTING STEEL
BULKHEAD (SEE
NOTE 1)
CWL
LANDWARD TOE
OF DUNE
EXISTING BIKE
PATH
EXISTING WOOD
BULKHEAD
SAND FENCE
SAND FENCE
SURVEY AND CONSTR 
VARIES
(SEE PLAN)
25'
DUNE ℄
DUNE CREST
ELEV. +16.0
1
5
30
1
MLW ELEV. -2.46
MHW ELEV. +1.59
BERM ELEV +6.5
VARIES
(SEE PLAN)
SEAWARD EDGE OF BERM
SEAWARD TOE OF DUNE
EXISTING BEACH
APPROX TOE OF FILL
EXISTING DUNE
(SEE NOTE 2)
LANDWARD TOE OF DUNE
(SEE NOTE 2)
DUNE SLOPE 1V:5H
CWL
SAND FENCE
EXISTING BERM ABOVE TEMPLATE TO REMAIN (TYP)
SURVEY AND CONSTR 
VARIES
(SEE PLAN)
25'
DUNE ℄
DUNE CREST
ELEV. +16.0
1
5
BERM ELEV +6.5
30
1
MLW ELEV. -2.46
MHW ELEV. +1.59
VARIES
(SEE PLAN)
5
1
3
1
SEAWARD EDGE OF BERM
EXISTING BEACH
APPROX. TOE OF FILL
CHANGE IN DUNE
SLOPE AT ELEV. +12.0
EXISTING STEEL
BULKHEAD
(SEE NOTE 3)
CWL
LANDWARD TOE
OF DUNE
EXISTING BIKE
PATH
EXISTING WOOD
BULKHEAD
SAND FENCE
SAND FENCE
1
D
2
3
C
4
5
A
B
1
2
3
4
5
®
US Army Corps
of Engineers
DISTRICT
DATE
SOLICITATION NUMBER:
FILE NAME:
MARK
DWG. SIZE:
CONTRACT NUMBER:
SHEET NUMBER
BY
DESCRIPTION
ACTION
30"X42"
ISSUE/SUBMITTAL DATE:
U.S. ARMY CORPS OF ENGINEERS
DISTRICT
DWN BY:
REVIEWED BY:
DES BY:
PLOT SCALE:
CKD BY:
AS SHOWN
DAN
GMG
ADD
ADD
-
-
-
-
PHILADELPHIA
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
95% - 12 SEPT 2024
C-302 TYPICAL SECTIONS - BEACHFILL.dwg
(NORTH WILDWOOD)
TYPICAL SECTIONS - BEACHFILL STA. 10+80 TO STA. 68+00
INITIAL CONSTRUCTION
BEACH NOURISHMENT
CAPE MAY COUNTY, NEW JERSEY
HEREFORD INLET TO CAPE MAY INLET
C-302
PHILADELPHIA
NOTES:
1.
DUNE FILL TO BE PLACED TO THE TOP OF THE BULKHEAD.
2.
MINIMIZE DISTURBANCE TO VEGETATION ON EXISTING DUNE. DO NOT EXCAVATE DUNE TO MATCH
TEMPLATE.
3.
DUNE WILL NOT BE CONSTRUCTED UNDER PIERS. BERM IS TO BE CONSTRUCTED AROUND EDGE OF
PIERS AT  ELEVATION +6.5 FOR A MINIMUM WIDTH OF 75 FEET AS SHOWN ON PLANS AT STA. 53+14 TO
STA. 54+27 AND STA.  56+62 TO STA. 58+74 AND STA. 60+32 TO STA. 62+78 AND STA. 63+72 TO STA. 68+00.
2
TYPICAL SECTION - STA. 15+00 TO STA. 28+66 AND STA. 35+00 TO STA. 36+00 (NORTH WILDWOOD)
2
TYPICAL SECTION - STA. 15+00 TO STA. 28+66 AND STA. 35+00 TO STA. 36+00 (NORTH WILDWOOD)
3
TYPICAL SECTION STA. 28+66 TO STA. 35+00 AND STA. 36+00 TO STA. 68+00 (NORTH WILDWOOD)
3
TYPICAL SECTION STA. 28+66 TO STA. 35+00 AND STA. 36+00 TO STA. 68+00 (NORTH WILDWOOD)
1
TYPICAL SECTION - STA. 10+80 TO STA. 15+00 (NORTH WILDWOOD)
1
TYPICAL SECTION - STA. 10+80 TO STA. 15+00 (NORTH WILDWOOD)


SURVEY AND CONSTR 
DUNE CREST - ELEV +16.0
DUNE ℄
25'
1
5
BERM ELEV +6.5
VARIES
(SEE PLAN)
75'
1
30
SEAWARD TOE OF DUNE
SEAWARD EDGE OF BERM
EXISTING GROUND
EXISTING BEACH
(SEE NOTE 4)
SEE NOTE  1
MAXIMUM LIMIT OF
BORROW AREA
(SEE NOTE 6)
CWL
EXISTING BOARDWALK
APPROX. TOE OF FILL
LANDWARD
TOE OF DUNE
BERM
FILL SLOPE 1%
CUT SLOPE 0%
(SEE NOTE 3)
BORROW AREA 
MLW ELEV. -2.46
VARIES 50' TO 188'
(SEE PLAN)
MHW ELEV. +1.59
BORROW AREA LIMITS - VARIES
(SEE NOTE 6)
SAND FENCE (TYP)
1
5
SURVEY AND CONSTR 
DUNE CREST - ELEV +16.0
DUNE ℄
25'
1
5
BERM ELEV +6.5
MHW ELEV. +1.59
MLW ELEV. -2.46
VARIES
(SEE PLAN)
1
5
BORROW AREA LIMITS - VARIES
(SEE NOTE 6)
75'
SEAWARD
TOE OF DUNE
SEAWARD EDGE
OF BERM
LANDWARD TOE OF DUNE
(SEE NOTE 2)
EXISTING BEACH
(SEE NOTE 4)
CWL
APPROX. TOE OF FILL
BORROW AREA 
BERM
FILL SLOPE 1%
CUT SLOPE 0%
(SEE NOTE 3)
MAXIMUM LIMIT OF
BORROW AREA
(SEE NOTE 6)
GRADE  EXISTING DUNE INTO
FEDERAL DUNE TEMPLATE  (TYP)
1
30
SAND FENCE (TYP)
VARIES
(SEE PLAN)
ELEV -8.0
MHW ELEV. +1.59
MLW ELEV. -2.46
1
30
SURVEY AND CONSTR 
DUNE CREST - ELEV +16.0
DUNE ℄
25'
1
5
BERM ELEV +6.5
75'
SEAWARD TOE OF DUNE
SEAWARD EDGE OF BERM
EXISTING GROUND
EXISTING BEACH
(SEE NOTE 4)
SEE NOTE  1
MAXIMUM LIMIT OF
BORROW AREA
(SEE NOTE 6)
CWL
EXISTING BOARDWALK
APPROX. TOE OF FILL
LANDWARD
TOE OF DUNE
BERM
FILL SLOPE 1%
CUT SLOPE 0%
(SEE NOTE 3)
BORROW AREA 
50'
BORROW AREA LIMITS - VARIES
(SEE NOTE 6)
SAND FENCE (TYP)
NOTES:
1.
GRADE FILL MATERIAL TO ELEV. +6.5 BETWEEN THE SEAWARD EDGE OF THE BOARDWALK AND THE
LANDWARD TOE OF DUNE.
2.
MINIMIZE DISTURBANCE TO EXISTING VEGETATION ON LANDWARD SIDE OF DUNE.
3.
SLOPE TO BE FIELD ADJUSTED AT DIRECTION OF COR.
4.
CONTRACTOR SHALL RAKE AREAS OF EXISTING BEACH DISTURBED BY CONSTRUCTION
OPERATIONS BETWEEN THE LIMITS OF BERM PLACEMENT AND THE BORROW AREA.
5.
BERM IS TO BE CONSTRUCTED AROUND EDGE OF PIERS AT  ELEVATION +6.5 FOR A MINIMUM WIDTH
OF 75 FEET AS SHOWN ON PLANS AT STA. 86+50 TO STA. 89+73 AND STA.  100+25 TO STA. 102+54.
6.
FOR BORROW AREA SECTIONS, SEE SHEETS 
C-305 AND C-306.
1
D
2
3
C
4
5
A
B
1
2
3
4
5
®
US Army Corps
of Engineers
DISTRICT
DATE
SOLICITATION NUMBER:
FILE NAME:
MARK
DWG. SIZE:
CONTRACT NUMBER:
SHEET NUMBER
BY
DESCRIPTION
ACTION
30"X42"
ISSUE/SUBMITTAL DATE:
U.S. ARMY CORPS OF ENGINEERS
DISTRICT
DWN BY:
REVIEWED BY:
DES BY:
PLOT SCALE:
CKD BY:
AS SHOWN
DAN
GMG
ADD
ADD
-
-
-
-
PHILADELPHIA
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
95% - 12 SEPT 2024
C-303 TYPICAL SECTIONS - BEACHFILL.dwg
(CITY OF WILDWOOD)
TYPICAL SECTIONS - BEACHFILL STA. 68+00 TO STA. 136+75
INITIAL CONSTRUCTION
BEACH NOURISHMENT
CAPE MAY COUNTY, NEW JERSEY
HEREFORD INLET TO CAPE MAY INLET
C-303
PHILADELPHIA
1
TYPICAL SECTION - STA. 68+00 TO STA. 86+30 AND 89+76 TO STA. 99+99 AND STA. 102+78 TO STA. 108+40 (WILDWOOD)
1
TYPICAL SECTION - STA. 68+00 TO STA. 86+30 AND 89+76 TO STA. 99+99 AND STA. 102+78 TO STA. 108+40 (WILDWOOD)
2
TYPICAL SECTION - STA. 108+40 TO STA. 117+50 (WILDWOOD)
2
TYPICAL SECTION - STA. 108+40 TO STA. 117+50 (WILDWOOD)
3
TYPICAL SECTION - STA. 117+50 TO STA. 136+70 (WILDWOOD)
3
TYPICAL SECTION - STA. 117+50 TO STA. 136+70 (WILDWOOD)


DUNE CREST - ELEV +16.0
DUNE ℄
25'
1
5
1
5
SURVEY AND CONSTR 
VARIES
(SEE PLAN)
BORROW AREA LIMITS - VARIES
(SEE NOTE 6)
BERM ELEV +6.5
75'
APPROX. TOE
OF CUT
LANDWARD TOE OF DUNE
SEAWARD EDGE
OF BERM
EXISTING DUNE TO BE RE-USED
TO CONSTRUCT PROJECT DUNE (TYP)
MAINTENANCE CORRIDOR
ELEV VARIES +9.0 TO +10.0
(20' MIN. WIDTH) (SEE NOTE 4)
MAXIMUM LIMIT OF BORROW AREA
ELEV. +6.5
EXISTING DUNE TO BE RE-USED
TO CONSTRUCT PROJECT DUNE
(TYP)
MLW ELEV. -2.46
BORROW AREA 
BERM
FILL SLOPE 1%
CUT SLOPE 0%
(SEE NOTE 3)
MHW ELEV. +1.59
SAND FENCE (TYP)
1
30
DUNE CREST - ELEV. +16.0
DUNE ℄
25'
1
5
1
5
SURVEY AND CONSTR 
VARIES
(SEE PLAN)
BORROW AREA LIMITS - VARIES
(SEE NOTE 6)
BERM ELEV +6.5
75'
LANDWARD TOE OF DUNE
EXISTING GROUND
SEAWARD EDGE
OF BERM
GRADE  EXISTING DUNE INTO
FEDERAL DUNE TEMPLATE
(TYP)
EXISTING BEACH
LIMIT OF FILL AT ELEV. +8.0
(SEE NOTE 2)
MAINTENANCE CORRIDOR
(20' MIN. WIDTH)
MAXIMUM LIMIT OF
BORROW AREA ELEV. +6.5
MLW ELEV. -2.46
APPROX. TOE OF CUT OR FILL
BORROW AREA 
BERM
FILL SLOPE 1%
CUT SLOPE 0%
(SEE NOTE 3)
1
30
MHW ELEV. +1.59
SAND FENCE (TYP)
SURVEY AND CONSTR 
DUNE CREST - ELEV. +16.0
DUNE ℄
25'
VARIES
(SEE PLAN)
1
5
1
5
ELEV. +6.5
MHW ELEV. +1.59
MLW ELEV. -2.46
75'
LANDWARD TOE OF DUNE
VARIES
SEAWARD
TOE OF DUNE
EXISTING GROUND
SEAWARD EDGE
OF BERM
EXISTING BERM SAND ABOVE
TEMPLATE TO REMAIN
APPROX. TOE OF CUT OR FILL
BERM
FILL SLOPE 1%
CUT SLOPE 0%
(SEE NOTE 3)
SAND FENCE (TYP)
1
D
2
3
C
4
5
A
B
1
2
3
4
5
®
US Army Corps
of Engineers
DISTRICT
DATE
SOLICITATION NUMBER:
FILE NAME:
MARK
DWG. SIZE:
CONTRACT NUMBER:
SHEET NUMBER
BY
DESCRIPTION
ACTION
30"X42"
ISSUE/SUBMITTAL DATE:
U.S. ARMY CORPS OF ENGINEERS
DISTRICT
DWN BY:
REVIEWED BY:
DES BY:
PLOT SCALE:
CKD BY:
AS SHOWN
DAN
GMG
ADD
ADD
-
-
-
-
PHILADELPHIA
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
95% - 12 SEPT 2024
C-304 TYPICAL SECTIONS - BEACHFILL.dwg
(WILDWOOD CREST & LOWER TOWNSHIP)
TYPICAL SECTIONS - BEACHFILL STA. 136+75 TO STA. 252+00
INITIAL CONSTRUCTION
BEACH NOURISHMENT
CAPE MAY COUNTY, NEW JERSEY
HEREFORD INLET TO CAPE MAY INLET
C-304
PHILADELPHIA
NOTES:
1.
SEE SHEET C-305 FOR BORROW AREA SECTIONS.
2.
GRADE FILL MATERIAL AS SHOWN AT ELEV. +8.0 FROM LANDWARD TOE OF DUNE TO EXISTING
BULKHEAD.  MATERIAL ABOVE +8.0 WILL REMAIN AT DIRECTION OF COR.
3.
MINIMIZE DISTURBANCE TO EXISTING VEGETATION ON LANDWARD SIDE OF DUNE.
4.
BETWEEN STA. 136+80 TO STA. 147+00, 20 FT MAINTENANCE CORRIDOR AREA IS NOT REQUIRED.
5.
DUNE CLEARING AND GRUBBING IS REQUIRED SEAWARD OF FEDERAL DUNE.
6.
FOR BORROW AREA SECTIONS, SEE SHEETS 
C-305 AND C-306.
1
TYPICAL SECTION - STA. 136+75 TO STA. 182+00 (WILDWOOD CREST - NORTH OF RAMBLER AVE.)
1
TYPICAL SECTION - STA. 136+75 TO STA. 182+00 (WILDWOOD CREST - NORTH OF RAMBLER AVE.)
2
TYPICAL SECTION - STA. 182+00 TO STA. 235+00 (WILDWOOD CREST - SOUTH OF RAMBLER AVE.)
2
TYPICAL SECTION - STA. 182+00 TO STA. 235+00 (WILDWOOD CREST - SOUTH OF RAMBLER AVE.)
3
TYPICAL SECTION - STA. 235+00 TO STA. 252+00 (LOWER TOWNSHIP)
3
TYPICAL SECTION - STA. 235+00 TO STA. 252+00 (LOWER TOWNSHIP)


ELEV -8.0
EXISTING BEACH
LIMIT OF BORROW AREA C CUT
PROJECTED FROM BORROW AREA
BASELINE FROM ELEV +6.5 OR EXISTING
GROUND WHICH EVER IS HIGHER
MAXIMUM  OVERDEPTH
ELEV. -9.0
BORROW AREA 
MAXIMUM ALLOWABLE DEPTH OF EXCAVATION
ELEV. -8.0
 BORROW AREA C LIMITS
(SEE NOTE 5)
 BORROW AREA A  LIMITS
BORROW AREA
EXCLUSION ZONE
(SEE NOTE 4)
MLW ELEV. -2.46
MHW ELEV. +1.59
BORROW AREA A
CUT LIMIT
10
1
1
30
1
30
BORROW AREA C
CUT LIMIT
LIMIT OF BORROW AREA A
CUT AT EXISTING GROUND
SLOPE CHANGE AT MLW
 BORROW AREA C LIMITS
 BORROW AREA A LIMITS
MLW ELEV. -2.46
MHW ELEV. +1.59
 BORROW AREA B LIMITS
ELEV -8.0
MAXIMUM OVERDEPTH
ELEV. -9.0
MAXIMUM ALLOWABLE DEPTH OF EXCAVATION
ELEV. -8.0
EXISTING BEACH
LIMIT OF BORROW AREA B CUT
PROJECTED FROM BORROW AREA B
LIMITS FROM ELEV +6.5 OR EXISTING
GROUND WHICH EVER IS HIGHER
LIMIT OF BORROW AREA
CUT AT EXISTING GROUND
BORROW AREA 
1
30
1
30
10
1
10
1
BORROW AREA
A CUT LIMIT
LIMIT OF BORROW AREA C CUT
PROJECTED FROM BORROW AREA
BASELINE FROM ELEV +6.5 OR EX
GROUND WHICH EVER IS HIGHER
BORROW AREA C
CUT LIMIT
BORROW AREA B
CUT LIMIT
SLOPE CHANGE
AT MLW
10
1
1
D
2
3
C
4
5
A
B
1
2
3
4
5
®
US Army Corps
of Engineers
DISTRICT
DATE
SOLICITATION NUMBER:
FILE NAME:
MARK
DWG. SIZE:
CONTRACT NUMBER:
SHEET NUMBER
BY
DESCRIPTION
ACTION
30"X42"
ISSUE/SUBMITTAL DATE:
U.S. ARMY CORPS OF ENGINEERS
DISTRICT
DWN BY:
REVIEWED BY:
DES BY:
PLOT SCALE:
CKD BY:
AS SHOWN
DAN
GMG
ADD
ADD
-
-
-
-
PHILADELPHIA
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
95% - 12 SEPT 2024
C-305 TYPICAL SECTIONS - BORROW AREA.dwg
-
TYPICAL SECTIONS - BORROW AREAS
INITIAL CONSTRUCTION
BEACH NOURISHMENT
CAPE MAY COUNTY, NEW JERSEY
HEREFORD INLET TO CAPE MAY INLET
C-305
PHILADELPHIA
NOTES:
1.
FOR TYPICAL SECTIONS OF DUNE AND BERM LANDWARD OF BORROW AREA SEE SHEETS 
C-303
AND C-304.
2.
FOR BORROW AREA BUFFERS AT OUTFALL PIPES AND FISHING PIER, SEE SHEETS 
C-109 AND
C-110.
3.
SEE C-109 THROUGH C-111 FOR BORROW AREA SEQUENCING REQUIREMENTS.
4.
EXCLUSION ZONE LIMITS ARE BETWEEN STA. 0+00B TO STA. 34+61.33B.
5.
BORROW AREA C LIMITS ARE BETWEEN STA. 0+00B TO STA. 109+33.48B.
1
TYPICAL SECTION - BORROW AREAS (STA. 0+00B TO STA. 64+20.35B)
1
TYPICAL SECTION - BORROW AREAS (STA. 0+00B TO STA. 64+20.35B)
2
TYPICAL SECTION - BORROW AREAS (STA. 64+20.35B TO STA. 109+33.48B)
2
TYPICAL SECTION - BORROW AREAS (STA. 64+20.35B TO STA. 109+33.48B)


 BORROW AREA B LIMITS
 BORROW AREA A LIMITS
BORROW AREA 
MLW ELEV. -2.46
MHW ELEV. +1.59
ELEV -8.0
MAXIMUM OVERDEPTH
ELEV. -9.0
MAXIMUM ALLOWABLE DEPTH OF EXCAVATION
ELEV. -8.0
LIMIT OF BORROW AREA B CUT
PROJECTED FROM BORROW AREA
BASELINE FROM ELEV +6.5 OR EXISTING
GROUND WHICH EVER IS HIGHER
LIMIT OF BORROW AREA
CUT AT EXISTING GROUND
EXISTING BEACH
10
1
1
30
BORROW AREA A
CUT LIMIT
BORROW AREA B
CUT LIMIT
10
1
1
D
2
3
C
4
5
A
B
1
2
3
4
5
®
US Army Corps
of Engineers
DISTRICT
DATE
SOLICITATION NUMBER:
FILE NAME:
MARK
DWG. SIZE:
CONTRACT NUMBER:
SHEET NUMBER
BY
DESCRIPTION
ACTION
30"X42"
ISSUE/SUBMITTAL DATE:
U.S. ARMY CORPS OF ENGINEERS
DISTRICT
DWN BY:
REVIEWED BY:
DES BY:
PLOT SCALE:
CKD BY:
-
DAN
GMG
ADD
ADD
-
-
-
-
PHILADELPHIA
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
95% - 12 SEPT 2024
C-306 TYPICAL SECTIONS - BORROW AREA.dwg
-
TYPICAL SECTIONS - BORROW AREAS
INITIAL CONSTRUCTION
BEACH NOURISHMENT
CAPE MAY COUNTY, NEW JERSEY
HEREFORD INLET TO CAPE MAY INLET
C-306
PHILADELPHIA
NOTES:
1.
FOR TYPICAL SECTIONS OF DUNE AND BERM LANDWARD OF BORROW AREA SEE SHEETS 
C-303
AND C-304.
2.
FOR BORROW AREA BUFFERS AT OUTFALL PIPES AND FISHING PIER, SEE SHEETS 
C-109 AND
C-110.
3.
SEE C-109 THROUGH C-111 FOR BORROW AREA SEQUENCING REQUIREMENTS.
1
TYPICAL SECTION - BORROW AREAS (STA. 109+33.48B TO STA. 161+83.68B)
1
TYPICAL SECTION - BORROW AREAS (STA. 109+33.48B TO STA. 161+83.68B)


15
15
10
10
5
5
0
0
-5
-5
-10
-10
-15
-15
-20
-20
STA. 16+79 (HCM06)
DISTANCE FROM BASELINE (FEET)
ELEVATION IN FEET (NAVD 88)
20
20
-100
0
-200
-300
-400
-500
-600
-700
-800
-900
-1000
-1100
-1200
-1300
-1400
100

STA. 8+32 (HCM05)

STA. 0+20 (HCM04)

NEW 48"Ø DIP OUTFALL
STA. 2+98.61±
·
EXISTING 48"Ø  DIP OUTFALL  (SEE NOTE 5)
PILE BENT
(TYP)
STA. -1+00 (HCM03)

15
15
10
10
5
5
0
0
-5
-5
-10
-10
-15
-15
-20
-20
DISTANCE FROM BASELINE (FEET)
ELEVATION IN FEET (NAVD 88)
20
20
-100
0
-200
-300
-400
-500
-600
-700
-800
-900
-1000
-1100
-1200
-1300
-1400
100
15
15
10
10
5
5
0
0
-5
-5
-10
-10
-15
-15
-20
-20
DISTANCE FROM BASELINE (FEET)
ELEVATION IN FEET (NAVD 88)
20
20
-100
0
-200
-300
-400
-500
-600
-700
-800
-900
-1000
-1100
-1200
-1300
-1400
100
15
15
10
10
5
5
0
0
-5
-5
-10
-10
-15
-15
-20
-20
DISTANCE FROM BASELINE (FEET)
ELEVATION IN FEET (NAVD 88)
20
20
-100
0
-200
-300
-400
-500
-600
-700
-800
-900
-1000
-1100
-1200
-1300
-1400
100
STA. 21+68 (HCM07)
15
15
10
10
5
5
0
0
-5
-5
-10
-10
-15
-15
-20
-20
DISTANCE FROM BASELINE (FEET)
ELEVATION IN FEET (NAVD 88)
20
20
-100
0
-200
-300
-400
-500
-600
-700
-800
-900
-1000
-1100
-1200
-1300
-1400
100
STA. 27+36 (HCM08)
15
15
10
10
5
5
0
0
-5
-5
-10
-10
-15
-15
-20
-20
DISTANCE FROM BASELINE (FEET)
ELEVATION IN FEET (NAVD 88)
20
20
-100
0
-200
-300
-400
-500
-600
-700
-800
-900
-1000
-1100
-1200
-1300
-1400
100
STA. 35+10 (HCM09)
15
15
10
10
5
5
0
0
-5
-5
-10
-10
-15
-15
-20
-20
DISTANCE FROM BASELINE (FEET)
ELEVATION IN FEET (NAVD 88)
20
20
-100
0
-200
-300
-400
-500
-600
-700
-800
-900
-1000
-1100
-1200
-1300
-1400
100
STA. 43+40 (HCM10)
15
15
10
10
5
5
0
0
-5
-5
-10
-10
-15
-15
-20
-20
DISTANCE FROM BASELINE (FEET)
ELEVATION IN FEET (NAVD 88)
20
20
-100
0
-200
-300
-400
-500
-600
-700
-800
-900
-1000
-1100
-1200
-1300
-1400
100
STA. 49+00 (HCM11)
15
15
10
10
5
5
0
0
-5
-5
-10
-10
-15
-15
-20
-20
DISTANCE FROM BASELINE (FEET)
ELEVATION IN FEET (NAVD 88)
20
20
-100
0
-200
-300
-400
-500
-600
-700
-800
-900
-1000
-1100
-1200
-1300
-1400
100
STA. 57+31 (HCM12)
15
15
10
10
5
5
0
0
-5
-5
-10
-10
-15
-15
-20
-20
DISTANCE FROM BASELINE (FEET)
ELEVATION IN FEET (NAVD 88)
20
20
-100
0
-200
-300
-400
-500
-600
-700
-800
-900
-1000
-1100
-1200
-1300
-1400
100
STA. 51+77 ±
·
EXISTING 48"Ø  DIP OUTFALL (SEE NOTE 5)
25
25






EXISTING GROND (TYP)
PILE BENT (TYP)
(SEE NOTE 4)
STA. -5+92.29 OFF: 0.70' L
·
START BERM TEMPLATE
STA. -0+29.21A OFF: 93.9' L
·
SLOPE DUNE 3H:1V TO EXISTING GROUND
STA. 52+93.42 OFF: 403.85' L:
·
SLOPE DUNE 3H:1V TO EXISTING GROUND
STA. 54+48.89 OFF: 433.83' L:
·
SLOPE DUNE 3H:1V TO EXISTING GROUND
STA. 56+39.64 OFF: 470.61' L:
·
SLOPE DUNE 3H:1V TO EXISTING GROUND
STA. 58+88.59 OFF: 518.61' L:
·
SLOPE DUNE 3H:1V TO EXISTING GROUND
STA. 60+06.04 OFF: 580.26' L:
·
SLOPE DUNE 3H:1V TO EXISTING GROUND
STA. 63+04.52 OFF: 792.98' L:
·
SLOPE DUNE 3H:1V TO EXISTING GROUND
STA. 63+55.07 OFF: 815.16' L:
·
SLOPE DUNE 3H:1V TO EXISTING GROUND
EXIST 48"Ø DIP OUTFALL
STA. 1+93.08 ±
·
CONSTRUCT 48"Ø  DIP OUTFALL  (SEE NOTE 5)
MLW ELEV. -2.46
MHW ELEV. +1.59
MLW ELEV. -2.46
MHW ELEV. +1.59
MLW ELEV. -2.46
MHW ELEV. +1.59
MLW ELEV. -2.46
MHW ELEV. +1.59
MLW ELEV. -2.46
MHW ELEV. +1.59
MLW ELEV. -2.46
MHW ELEV. +1.59
MLW ELEV. -2.46
MHW ELEV. +1.59
MLW ELEV. -2.46
MHW ELEV. +1.59
MLW ELEV. -2.46
MHW ELEV. +1.59
MLW ELEV. -2.46
MHW ELEV. +1.59
NOTES:
1. SEE SHEET G-003 FOR GENERAL NOTES AND
LEGEND.
2. SEE SHEET G-102 FOR PROFILE LINE INFORMATION.
3. SEE SHEET C-302 FOR TYPICAL BEACHFILL CROSS
SECTIONS.
4. PILE SPACING IS UNKNOWN PAST THE PILES SHOWN
ON PLANS.
5. FOR BORROW AREA BUFFERS AT OUTFALL PIPES
AND FISHING PIER, SEE PLAN SHEETS 
C-101
THROUGH C-108 FOR DETAILS, SEE SHEET 
C-504.
1
D
2
3
C
4
5
A
B
1
2
3
4
5
®
US Army Corps
of Engineers
DISTRICT
DATE
SOLICITATION NUMBER:
FILE NAME:
MARK
DWG. SIZE:
CONTRACT NUMBER:
SHEET NUMBER
BY
DESCRIPTION
ACTION
30"X42"
ISSUE/SUBMITTAL DATE:
U.S. ARMY CORPS OF ENGINEERS
DISTRICT
DWN BY:
REVIEWED BY:
DES BY:
PLOT SCALE:
CKD BY:
1:200
DAN
GMG
ADD
ADD
-
-
-
-
PHILADELPHIA
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
95% - 12 SEPT 2024
C-306 CROSS SECTIONS.dwg
-
CROSS SECTIONS - STA. -1+00 TO STA. 57+31
INITIAL CONSTRUCTION
BEACH NOURISHMENT
CAPE MAY COUNTY, NEW JERSEY
HEREFORD INLET TO CAPE MAY INLET
C-307
PHILADELPHIA


15
15
10
10
5
5
0
0
-5
-5
-10
-10
-15
-15
-20
-20
STA. 65+82 (HCM13)
DISTANCE FROM BASELINE (FEET)
ELEVATION IN FEET (NAVD 88)
20
20
-100
0
-200
-300
-400
-500
-600
-700
-800
-900
-1000
-1100
-1200
-1300
-1400
-1500
-1600
-1700
-1800
-1900
-2000
-2100
-2200
-2300
-2400
100

15
15
10
10
5
5
0
0
-5
-5
-10
-10
-15
-15
-20
-20
STA. 72+00 (HCM14)
DISTANCE FROM BASELINE (FEET)
ELEVATION IN FEET (NAVD 88)
20
20
-100
0
-200
-300
-400
-500
-600
-700
-800
-900
-1000
-1100
-1200
-1300
-1400
-1500
-1600
-1700
-1800
-1900
-2000
-2100
-2200
-2300
-2400
100

15
15
10
10
5
5
0
0
-5
-5
-10
-10
-15
-15
-20
-20
STA. 79+40 (HCM15)
DISTANCE FROM BASELINE (FEET)
ELEVATION IN FEET (NAVD 88)
20
20
-100
0
-200
-300
-400
-500
-600
-700
-800
-900
-1000
-1100
-1200
-1300
-1400
-1500
-1600
-1700
-1800
-1900
-2000
-2100
-2200
-2300
-2400
100

15
15
10
10
5
5
0
0
-5
-5
-10
-10
-15
-15
-20
-20
STA. 85+00 (HCM16)
DISTANCE FROM BASELINE (FEET)
ELEVATION IN FEET (NAVD 88)
20
20
-100
0
-200
-300
-400
-500
-600
-700
-800
-900
-1000
-1100
-1200
-1300
-1400
-1500
-1600
-1700
-1800
-1900
-2000
-2100
-2200
-2300
-2400
100

15
15
10
10
5
5
0
0
-5
-5
-10
-10
-15
-15
-20
-20
STA. 92+41 (HCM17)
DISTANCE FROM BASELINE (FEET)
ELEVATION IN FEET (NAVD 88)
20
20
-100
0
-200
-300
-400
-500
-600
-700
-800
-900
-1000
-1100
-1200
-1300
-1400
-1500
-1600
-1700
-1800
-1900
-2000
-2100
-2200
-2300
-2400
100

STA. 69+10 ±
·
EXISTING 48"Ø  DIP OUTFALL (SEE NOTE 5)
 BORROW
AREA C
LIMITS
 BORROW
AREA C
LIMITS
 BORROW
AREA A
LIMITS
 BORROW
AREA C
LIMITS
 BORROW
AREA A
LIMITS
PILE BENT (TYP)
(SEE NOTE 4)
EXISTING GROND (TYP)
STA. 68+73.02 OFF: 236.19' L:
·
SLOPE DUNE 3H:1V TO EXISTING GROUND
STA. 85+85.92 OFF: 303.52' L:
·
SLOPE DUNE 3H:1V TO
EXISTING GROUND
STA. 90+04.16 OFF: 310.54' L:
·
SLOPE DUNE 3H:1V TO
EXISTING GROUND
STA. 99+70.97 OFF: 170.70' L:
·
SLOPE DUNE 3H:1V TO
EXISTING GROUND
STA. 66+25 ±
·
BEGIN BORROW AREA
 BORROW
AREA
EXCLUSION
ZONE
BORROW
AREA
EXCLUSION
ZONE
BORROW
AREA
EXCLUSION
ZONE
MLW ELEV. -2.46
MHW ELEV. +1.59
MLW ELEV. -2.46
MHW ELEV. +1.59
MLW ELEV. -2.46
MHW ELEV. +1.59
MLW ELEV. -2.46
MHW ELEV. +1.59
MLW ELEV. -2.46
MHW ELEV. +1.59
STA. 71+18.52 ±
·
START BORROW AREA (STA. 0+00B)
BORROW AREA 
BORROW AREA 
BORROW AREA 
NOTES:
1. SEE SHEET G-003 FOR GENERAL NOTES AND LEGEND.
2. SEE SHEET G-102 FOR PROFILE LINE INFORMATION.
3. SEE SHEETS C-302 AND C-303  FOR TYPICAL BEACHFILL CROSS
SECTIONS.
4. PILE SPACING IS UNKNOWN PAST THE PILES SHOWN ON PLANS.
5. FOR BORROW AREA BUFFERS AT OUTFALL PIPES AND FISHING PIER,
SEE PLAN SHEETS 
C-101 THROUGH C-108 FOR DETAILS, SEE SHEET
C-504.
1
D
2
3
C
4
5
A
B
1
2
3
4
5
®
US Army Corps
of Engineers
DISTRICT
DATE
SOLICITATION NUMBER:
FILE NAME:
MARK
DWG. SIZE:
CONTRACT NUMBER:
SHEET NUMBER
BY
DESCRIPTION
ACTION
30"X42"
ISSUE/SUBMITTAL DATE:
U.S. ARMY CORPS OF ENGINEERS
DISTRICT
DWN BY:
REVIEWED BY:
DES BY:
PLOT SCALE:
CKD BY:
-
DAN
GMG
ADD
ADD
-
-
-
-
PHILADELPHIA
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
95% - 12 SEPT 2024
C-308 CROSS SECTIONS.dwg
-
CROSS SECTIONS - STA. 65+82 TO STA. 92+41
INITIAL CONSTRUCTION
BEACH NOURISHMENT
CAPE MAY COUNTY, NEW JERSEY
HEREFORD INLET TO CAPE MAY INLET
C-308
PHILADELPHIA


15
15
10
10
5
5
0
0
-5
-5
-10
-10
-15
-15
-20
-20
STA. 100+00 (HCM18)
DISTANCE FROM BASELINE (FEET)
ELEVATION IN FEET (NAVD 88)
20
20
-100
0
-200
-300
-400
-500
-600
-700
-800
-900
-1000
-1100
-1200
-1300
-1400
-1500
-1600
-1700
-1800
-1900
-2000
-2100
-2200
-2300
-2400
100

15
15
10
10
5
5
0
0
-5
-5
-10
-10
-15
-15
-20
-20
STA. 107+15 (HCM19)
DISTANCE FROM BASELINE (FEET)
ELEVATION IN FEET (NAVD 88)
20
20
-100
0
-200
-300
-400
-500
-600
-700
-800
-900
-1000
-1100
-1200
-1300
-1400
-1500
-1600
-1700
-1800
-1900
-2000
-2100
-2200
-2300
-2400
100

15
15
10
10
5
5
0
0
-5
-5
-10
-10
-15
-15
-20
-20
STA. 113+00 (HCM20)
DISTANCE FROM BASELINE (FEET)
ELEVATION IN FEET (NAVD 88)
20
20
-100
0
-200
-300
-400
-500
-600
-700
-800
-900
-1000
-1100
-1200
-1300
-1400
-1500
-1600
-1700
-1800
-1900
-2000
-2100
-2200
-2300
-2400
100

15
15
10
10
5
5
0
0
-5
-5
-10
-10
-15
-15
-20
-20
STA. 120+30 (HCM21)
DISTANCE FROM BASELINE (FEET)
ELEVATION IN FEET (NAVD 88)
20
20
-100
0
-200
-300
-400
-500
-600
-700
-800
-900
-1000
-1100
-1200
-1300
-1400
-1500
-1600
-1700
-1800
-1900
-2000
-2100
-2200
-2300
-2400
100

15
15
10
10
5
5
0
0
-5
-5
-10
-10
-15
-15
-20
-20
STA. 129+00 (HCM22)
DISTANCE FROM BASELINE (FEET)
ELEVATION IN FEET (NAVD 88)
20
20
-100
0
-200
-300
-400
-500
-600
-700
-800
-900
-1000
-1100
-1200
-1300
-1400
-1500
-1600
-1700
-1800
-1900
-2000
-2100
-2200
-2300
-2400
100

 BORROW
AREA C
LIMITS
 BORROW
AREA A
LIMITS
 BORROW
AREA C
LIMITS
 BORROW
AREA A
LIMITS
 BORROW
AREA C
LIMITS
 BORROW
AREA A
LIMITS
 BORROW
AREA C
LIMITS
 BORROW
AREA A
LIMITS
STA. 129+42 ±
·
EXISTING 60"Ø  DIP
OUTFALL 
(SEE NOTE 5)
 BORROW
AREA C
LIMITS
 BORROW
AREA A
LIMITS
PILE BENT (TYP)
(SEE NOTE 4)
EXISTING GROND (TYP)
STA. 102+78.44 OFF: 215.54' L:
·
SLOPE DUNE 3H:1V TO
EXISTING GROUND
BORROW
AREA
EXCLUSION
ZONE
BORROW
AREA
EXCLUSION
ZONE
MLW ELEV. -2.46
MHW ELEV. +1.59
MLW ELEV. -2.46
MHW ELEV. +1.59
MLW ELEV. -2.46
MHW ELEV. +1.59
MLW ELEV. -2.46
MHW ELEV. +1.59
MLW ELEV. -2.46
MHW ELEV. +1.59
GRADE  EXISTING
DUNE INTO FEDERAL
DUNE TEMPLATE
BORROW AREA 
BORROW AREA 
BORROW AREA 
BORROW AREA 
NOTES:
1. SEE SHEET G-003 FOR GENERAL NOTES AND LEGEND.
2. SEE SHEET G-102 FOR PROFILE LINE INFORMATION.
3. SEE SHEET C-303  FOR TYPICAL BEACHFILL CROSS SECTIONS.
4. PILE SPACING IS UNKNOWN PAST THE PILES SHOWN ON PLANS.
5. FOR BORROW AREA BUFFERS AT OUTFALL PIPES AND FISHING PIER,
SEE PLAN SHEETS 
C-101 THROUGH C-108 FOR DETAILS, SEE SHEET
C-504.
1
D
2
3
C
4
5
A
B
1
2
3
4
5
®
US Army Corps
of Engineers
DISTRICT
DATE
SOLICITATION NUMBER:
FILE NAME:
MARK
DWG. SIZE:
CONTRACT NUMBER:
SHEET NUMBER
BY
DESCRIPTION
ACTION
30"X42"
ISSUE/SUBMITTAL DATE:
U.S. ARMY CORPS OF ENGINEERS
DISTRICT
DWN BY:
REVIEWED BY:
DES BY:
PLOT SCALE:
CKD BY:
-
DAN
GMG
ADD
ADD
-
-
-
-
PHILADELPHIA
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
95% - 12 SEPT 2024
C-309 CROSS SECTIONS.dwg
-
CROSS SECTIONS - STA. 100+00 TO STA. 129+200
INITIAL CONSTRUCTION
BEACH NOURISHMENT
CAPE MAY COUNTY, NEW JERSEY
HEREFORD INLET TO CAPE MAY INLET
C-309
PHILADELPHIA


15
15
10
10
5
5
0
0
-5
-5
-10
-10
-15
-15
-20
-20
STA. 136+84 (HCM23)
DISTANCE FROM BASELINE (FEET)
ELEVATION IN FEET (NAVD 88)
20
20
-100
0
-200
-300
-400
-500
-600
-700
-800
-900
-1000
-1100
-1200
-1300
-1400
-1500
-1600
-1700
-1800
-1900
-2000
-2100
-2200
-2300
-2400
100

15
15
10
10
5
5
0
0
-5
-5
-10
-10
-15
-15
-20
-20
STA. 143+00 (HCM24)
DISTANCE FROM BASELINE (FEET)
ELEVATION IN FEET (NAVD 88)
20
20
-100
0
-200
-300
-400
-500
-600
-700
-800
-900
-1000
-1100
-1200
-1300
-1400
-1500
-1600
-1700
-1800
-1900
-2000
-2100
-2200
-2300
-2400
100

15
15
10
10
5
5
0
0
-5
-5
-10
-10
-15
-15
-20
-20
STA. 149+31 (HCM25)
DISTANCE FROM BASELINE (FEET)
ELEVATION IN FEET (NAVD 88)
20
20
-100
0
-200
-300
-400
-500
-600
-700
-800
-900
-1000
-1100
-1200
-1300
-1400
-1500
-1600
-1700
-1800
-1900
-2000
-2100
-2200
-2300
-2400
100

15
15
10
10
5
5
0
0
-5
-5
-10
-10
-15
-15
-20
-20
STA. 155+00 (HCM26)
DISTANCE FROM BASELINE (FEET)
ELEVATION IN FEET (NAVD 88)
20
20
-100
0
-200
-300
-400
-500
-600
-700
-800
-900
-1000
-1100
-1200
-1300
-1400
-1500
-1600
-1700
-1800
-1900
-2000
-2100
-2200
-2300
-2400
100

15
15
10
10
5
5
0
0
-5
-5
-10
-10
-15
-15
-20
-20
STA. 163+00 (HCM27)
DISTANCE FROM BASELINE (FEET)
ELEVATION IN FEET (NAVD 88)
20
20
-100
0
-200
-300
-400
-500
-600
-700
-800
-900
-1000
-1100
-1200
-1300
-1400
-1500
-1600
-1700
-1800
-1900
-2000
-2100
-2200
-2300
-2400
100

 BORROW
AREA C
LIMITS
 BORROW
AREA A
LIMITS
 BORROW
AREA C
LIMITS
 BORROW
AREA A
LIMITS
STA. 146+93 ±
·
EXISTING 24"Ø  DIP OUTFALL
(SEE NOTE 5)
 BORROW
AREA C
LIMITS
 BORROW
AREA A
LIMITS
 BORROW
AREA C
LIMITS
 BORROW
AREA A
LIMITS
 BORROW
AREA C
LIMITS
 BORROW
AREA A
LIMITS
EXISTING GROND (TYP)
PILE BENT (TYP)
(SEE NOTE 4)
PROJECTED
DUNE TOE
MLW ELEV. -2.46
MHW ELEV. +1.59
MLW ELEV. -2.46
MHW ELEV. +1.59
MLW ELEV. -2.46
MHW ELEV. +1.59
MLW ELEV. -2.46
MHW ELEV. +1.59
MLW ELEV. -2.46
MHW ELEV. +1.59
INSTALL 43 BENTS  BETWEEN EXIST. BENTS
GRADE  EXISTING DUNE
INTO FEDERAL DUNE
TEMPLATE (TYP)
 BORROW
AREA B
LIMITS
 BORROW
AREA B
LIMITS
 BORROW
AREA B
LIMITS
 BORROW
AREA B
LIMITS
BORROW AREA 
BORROW AREA 
BORROW AREA 
BORROW AREA 
BORROW AREA 
NOTES:
1. SEE SHEET G-003 FOR GENERAL NOTES AND LEGEND.
2. SEE SHEET G-102 FOR PROFILE LINE INFORMATION.
3. SEE SHEET C-304  FOR TYPICAL BEACHFILL CROSS SECTIONS.
4. PILE SPACING IS UNKNOWN PAST THE PILES SHOWN ON PLANS.
5. FOR BORROW AREA BUFFERS AT OUTFALL PIPES AND FISHING PIER,
SEE PLAN SHEETS 
C-101 THROUGH C-108 FOR DETAILS, SEE SHEET
C-504.
1
D
2
3
C
4
5
A
B
1
2
3
4
5
®
US Army Corps
of Engineers
DISTRICT
DATE
SOLICITATION NUMBER:
FILE NAME:
MARK
DWG. SIZE:
CONTRACT NUMBER:
SHEET NUMBER
BY
DESCRIPTION
ACTION
30"X42"
ISSUE/SUBMITTAL DATE:
U.S. ARMY CORPS OF ENGINEERS
DISTRICT
DWN BY:
REVIEWED BY:
DES BY:
PLOT SCALE:
CKD BY:
-
DAN
GMG
ADD
ADD
-
-
-
-
PHILADELPHIA
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
95% - 12 SEPT 2024
C-310 CROSS SECTIONS.dwg
-
CROSS SECTIONS - STA. 136+84 TO STA. 163+00
INITIAL CONSTRUCTION
BEACH NOURISHMENT
CAPE MAY COUNTY, NEW JERSEY
HEREFORD INLET TO CAPE MAY INLET
C-310
PHILADELPHIA


15
15
10
10
5
5
0
0
-5
-5
-10
-10
-15
-15
-20
-20
STA. 169+88 (HCM28)
DISTANCE FROM BASELINE (FEET)
ELEVATION IN FEET (NAVD 88)
20
20
-100
0
-200
-300
-400
-500
-600
-700
-800
-900
-1000
-1100
-1200
-1300
-1400
-1500
-1600
-1700
-1800
-1900
-2000
-2100
-2200
-2300
-2400
100

15
15
10
10
5
5
0
0
-5
-5
-10
-10
-15
-15
-20
-20
STA. 177+00 (HCM29)
DISTANCE FROM BASELINE (FEET)
ELEVATION IN FEET (NAVD 88)
20
20
-100
0
-200
-300
-400
-500
-600
-700
-800
-900
-1000
-1100
-1200
-1300
-1400
-1500
-1600
-1700
-1800
-1900
-2000
-2100
-2200
-2300
-2400
100

15
15
10
10
5
5
0
0
-5
-5
-10
-10
-15
-15
-20
-20
STA. 183+00 (HCM30)
DISTANCE FROM BASELINE (FEET)
ELEVATION IN FEET (NAVD 88)
20
20
-100
0
-200
-300
-400
-500
-600
-700
-800
-900
-1000
-1100
-1200
-1300
-1400
-1500
-1600
-1700
-1800
-1900
-2000
-2100
-2200
-2300
-2400
100

15
15
10
10
5
5
0
0
-5
-5
-10
-10
-15
-15
-20
-20
STA. 189+96 (HCM31)
DISTANCE FROM BASELINE (FEET)
ELEVATION IN FEET (NAVD 88)
20
20
-100
0
-200
-300
-400
-500
-600
-700
-800
-900
-1000
-1100
-1200
-1300
-1400
-1500
-1600
-1700
-1800
-1900
-2000
-2100
-2200
-2300
-2400
100

15
15
10
10
5
5
0
0
-5
-5
-10
-10
-15
-15
-20
-20
STA. 196+00 (HCM32)
DISTANCE FROM BASELINE (FEET)
ELEVATION IN FEET (NAVD 88)
20
20
-100
0
-200
-300
-400
-500
-600
-700
-800
-900
-1000
-1100
-1200
-1300
-1400
-1500
-1600
-1700
-1800
-1900
-2000
-2100
-2200
-2300
-2400
100

STA. 170+14 ±
·
EXISTING 24"Ø  DIP OUTFALL (SEE NOTE 5)
 BORROW
AREA C
LIMITS
 BORROW
AREA A
LIMITS
 BORROW
AREA C
LIMITS
 BORROW
AREA A
LIMITS
 BORROW
AREA B
LIMITS
 BORROW
AREA B
LIMITS
STA. 195+47 ±
·
EXISTING XX"Ø  DIP OUTFALL  (SEE NOTE 5)
 BORROW
AREA B
LIMITS
EXISTING GROND (TYP)
PILE BENT (TYP)
(SEE NOTE 4)
PROJECTED
DUNE TOE
MLW ELEV. -2.46
MHW ELEV. +1.59
MLW ELEV. -2.46
MHW ELEV. +1.59
MLW ELEV. -2.46
MHW ELEV. +1.59
MLW ELEV. -2.46
MHW ELEV. +1.59
MLW ELEV. -2.46
MHW ELEV. +1.59
INSTALL 26 BENTS
BETWEEN EXIST. BENTS
INSTALL 23 BENTS
BETWEEN EXIST. BENTS
 BORROW
AREA A
LIMITS
 BORROW
AREA A
LIMITS
 BORROW
AREA A
LIMITS
 BORROW
AREA B
LIMITS
 BORROW
AREA B
LIMITS
GRADE  EXISTING
DUNE INTO
FEDERAL DUNE
TEMPLATE (TYP)
BORROW AREA 
BORROW AREA 
BORROW AREA 
BORROW AREA 
BORROW AREA 
NOTES:
1. SEE SHEET G-003 FOR GENERAL NOTES AND LEGEND.
2. SEE SHEET G-102 FOR PROFILE LINE INFORMATION.
3. SEE SHEET C-304  FOR TYPICAL BEACHFILL CROSS SECTIONS.
4. PILE SPACING IS UNKNOWN PAST THE PILES SHOWN ON PLANS.
5. FOR BORROW AREA BUFFERS AT OUTFALL PIPES AND FISHING PIER,
SEE PLAN SHEETS 
C-101 THROUGH C-108 FOR DETAILS, SEE SHEET
C-504.
1
D
2
3
C
4
5
A
B
1
2
3
4
5
®
US Army Corps
of Engineers
DISTRICT
DATE
SOLICITATION NUMBER:
FILE NAME:
MARK
DWG. SIZE:
CONTRACT NUMBER:
SHEET NUMBER
BY
DESCRIPTION
ACTION
30"X42"
ISSUE/SUBMITTAL DATE:
U.S. ARMY CORPS OF ENGINEERS
DISTRICT
DWN BY:
REVIEWED BY:
DES BY:
PLOT SCALE:
CKD BY:
-
DAN
GMG
ADD
ADD
-
-
-
-
PHILADELPHIA
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
95% - 12 SEPT 2024
C-311 CROSS SECTIONS.dwg
-
CROSS SECTIONS - STA. 169+88 TO STA. 196+00
INITIAL CONSTRUCTION
BEACH NOURISHMENT
CAPE MAY COUNTY, NEW JERSEY
HEREFORD INLET TO CAPE MAY INLET
C-311
PHILADELPHIA


15
15
10
10
5
5
0
0
-5
-5
-10
-10
-15
-15
-20
-20
STA. 203+00 (HCM33)
DISTANCE FROM BASELINE (FEET)
ELEVATION IN FEET (NAVD 88)
20
20
-100
0
-200
-300
-400
-500
-600
-700
-800
-900
-1000
-1100
-1200
-1300
-1400
-1500
-1600
-1700
-1800
-1900
-2000
-2100
-2200
-2300
-2400
100

15
15
10
10
5
5
0
0
-5
-5
-10
-10
-15
-15
-20
-20
STA. 209+25 (HCM34)
DISTANCE FROM BASELINE (FEET)
ELEVATION IN FEET (NAVD 88)
20
20
-100
0
-200
-300
-400
-500
-600
-700
-800
-900
-1000
-1100
-1200
-1300
-1400
-1500
-1600
-1700
-1800
-1900
-2000
-2100
-2200
-2300
-2400
100

15
15
10
10
5
5
0
0
-5
-5
-10
-10
-15
-15
-20
-20
STA. 216+00 (HCM35)
DISTANCE FROM BASELINE (FEET)
ELEVATION IN FEET (NAVD 88)
20
20
-100
0
-200
-300
-400
-500
-600
-700
-800
-900
-1000
-1100
-1200
-1300
-1400
-1500
-1600
-1700
-1800
-1900
-2000
-2100
-2200
-2300
-2400
100

15
15
10
10
5
5
0
0
-5
-5
-10
-10
-15
-15
-20
-20
STA. 222+00 (HCM36)
DISTANCE FROM BASELINE (FEET)
ELEVATION IN FEET (NAVD 88)
20
20
-100
0
-200
-300
-400
-500
-600
-700
-800
-900
-1000
-1100
-1200
-1300
-1400
-1500
-1600
-1700
-1800
-1900
-2000
-2100
-2200
-2300
-2400
100

15
15
10
10
5
5
0
0
-5
-5
-10
-10
-15
-15
-20
-20
STA. 228+42 (HCM37)
DISTANCE FROM BASELINE (FEET)
ELEVATION IN FEET (NAVD 88)
20
20
-100
0
-200
-300
-400
-500
-600
-700
-800
-900
-1000
-1100
-1200
-1300
-1400
-1500
-1600
-1700
-1800
-1900
-2000
-2100
-2200
-2300
-2400
100

STA. 202+24 ±
·
EXISTING XX"Ø  DIP OUTFALL (SEE NOTE 5)
 BORROW
AREA B
LIMITS
 BORROW
AREA B
LIMITS
STA. 218+00 ±
·
EXISTING 24"Ø  DIP OUTFALL (SEE NOTE 5)
 BORROW
AREA B
LIMITS
 BORROW
AREA A
LIMITS
 BORROW
AREA B
LIMITS
EXISTING GROND (TYP)
PILE BENT (TYP)
(SEE NOTE 4)
MLW ELEV. -2.46
MHW ELEV. +1.59
MLW ELEV. -2.46
MHW ELEV. +1.59
MLW ELEV. -2.46
MHW ELEV. +1.59
MLW ELEV. -2.46
MHW ELEV. +1.59
MLW ELEV. -2.46
MHW ELEV. +1.59
INSTALL 17 BENTS
BETWEEN EXIST. BENTS
INSTALL 15 BENTS
BETWEEN EXIST. BENTS
 BORROW
AREA A
LIMITS
 BORROW
AREA B
LIMITS
 BORROW
AREA A
LIMITS
 BORROW
AREA A
LIMITS
 BORROW
AREA A
LIMITS
GRADE  EXISTING
DUNE INTO
FEDERAL DUNE
TEMPLATE (TYP)
BORROW AREA 
BORROW AREA 
BORROW AREA 
BORROW AREA 
BORROW AREA 
NOTES:
1. SEE SHEET G-003 FOR GENERAL NOTES AND LEGEND.
2. SEE SHEET G-102 FOR PROFILE LINE INFORMATION.
3. SEE SHEET C-304  FOR TYPICAL BEACHFILL CROSS SECTIONS.
4. PILE SPACING IS UNKNOWN PAST THE PILES SHOWN ON PLANS.
5. FOR BORROW AREA BUFFERS AT OUTFALL PIPES AND FISHING PIER,
SEE PLAN SHEETS 
C-101 THROUGH C-108 FOR DETAILS, SEE SHEET
C-504.
6.
1
D
2
3
C
4
5
A
B
1
2
3
4
5
®
US Army Corps
of Engineers
DISTRICT
DATE
SOLICITATION NUMBER:
FILE NAME:
MARK
DWG. SIZE:
CONTRACT NUMBER:
SHEET NUMBER
BY
DESCRIPTION
ACTION
30"X42"
ISSUE/SUBMITTAL DATE:
U.S. ARMY CORPS OF ENGINEERS
DISTRICT
DWN BY:
REVIEWED BY:
DES BY:
PLOT SCALE:
CKD BY:
-
DAN
GMG
ADD
ADD
-
-
-
-
PHILADELPHIA
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
95% - 12 SEPT 2024
C-312 CROSS SECTIONS.dwg
-
CROSS SECTIONS - STA. 203+00 TO STA. 228+42
INITIAL CONSTRUCTION
BEACH NOURISHMENT
CAPE MAY COUNTY, NEW JERSEY
HEREFORD INLET TO CAPE MAY INLET
C-312
PHILADELPHIA


15
15
10
10
5
5
0
0
-5
-5
-10
-10
-15
-15
-20
-20
STA. 235+00 (HCM38)
DISTANCE FROM BASELINE (FEET)
ELEVATION IN FEET (NAVD 88)
20
20
-100
0
-200
-300
-400
-500
-600
-700
-800
-900
-1000
-1100
-1200
-1300
-1400
-1500
-1600
-1700
-1800
-1900
-2000
-2100
-2200
-2300
-2400
100

15
15
10
10
5
5
0
0
-5
-5
-10
-10
-15
-15
-20
-20
STA. 240+00 (HCM39)
DISTANCE FROM BASELINE (FEET)
ELEVATION IN FEET (NAVD 88)
20
20
-100
0
-200
-300
-400
-500
-600
-700
-800
-900
-1000
-1100
-1200
-1300
-1400
-1500
-1600
-1700
-1800
-1900
-2000
-2100
-2200
-2300
-2400
100

15
15
10
10
5
5
0
0
-5
-5
-10
-10
-15
-15
-20
-20
STA. 245+68 (HCM40)
DISTANCE FROM BASELINE (FEET)
ELEVATION IN FEET (NAVD 88)
20
20
-100
0
-200
-300
-400
-500
-600
-700
-800
-900
-1000
-1100
-1200
-1300
-1400
-1500
-1600
-1700
-1800
-1900
-2000
-2100
-2200
-2300
-2400
100

15
15
10
10
5
5
0
0
-5
-5
-10
-10
-15
-15
-20
-20
STA. 252+00 (HCM41)
DISTANCE FROM BASELINE (FEET)
ELEVATION IN FEET (NAVD 88)
20
20
-100
0
-200
-300
-400
-500
-600
-700
-800
-900
-1000
-1100
-1200
-1300
-1400
-1500
-1600
-1700
-1800
-1900
-2000
-2100
-2200
-2300
-2400
100

STA. 232+68 ±
·
EXISTING 24"Ø  DIP OUTFALL (SEE NOTE 5)
 BORROW
AREA B
LIMITS
STA. 241+43 ±
·
EXISTING 36"Ø  DIP OUTFALL (SEE NOTE 5)
EXISTING GROND (TYP)
PILE BENT (TYP)
(SEE NOTE 4)
STA. 234+78 ±
·
END BORROW AREA (STA. 161+83.68B)
STA. 242+95.42 OFF: 775.57
·
LIMIT OF BERM TEMPLATE
STA. 252+20.83
·
LIMIT OF DUNE CONSTRUCTION. TIE-IN TO
EXISTING DUNE
MLW ELEV. -2.46
MHW ELEV. +1.59
MLW ELEV. -2.46
MHW ELEV. +1.59
MLW ELEV. -2.46
MHW ELEV. +1.59
MLW ELEV. -2.46
MHW ELEV. +1.59
INSTALL 18 BENTS
BETWEEN EXIST. BENTS
 BORROW
AREA A
LIMITS
GRADE  EXISTING
DUNE INTO
FEDERAL DUNE
TEMPLATE (TYP)
BORROW AREA 
1
D
2
3
C
4
5
A
B
1
2
3
4
5
®
US Army Corps
of Engineers
DISTRICT
DATE
SOLICITATION NUMBER:
FILE NAME:
MARK
DWG. SIZE:
CONTRACT NUMBER:
SHEET NUMBER
BY
DESCRIPTION
ACTION
30"X42"
ISSUE/SUBMITTAL DATE:
U.S. ARMY CORPS OF ENGINEERS
DISTRICT
DWN BY:
REVIEWED BY:
DES BY:
PLOT SCALE:
CKD BY:
-
DAN
GMG
ADD
ADD
-
-
-
-
PHILADELPHIA
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
95% - 12 SEPT 2024
C-313 CROSS SECTIONS.dwg
-
CROSS SECTIONS - STA. 235+00 TO STA. 252+00
INITIAL CONSTRUCTION
BEACH NOURISHMENT
CAPE MAY COUNTY, NEW JERSEY
HEREFORD INLET TO CAPE MAY INLET
C-313
PHILADELPHIA
NOTES:
1. SEE SHEET G-003 FOR GENERAL NOTES AND LEGEND.
2. SEE SHEET G-102 FOR PROFILE LINE INFORMATION.
3. SEE SHEET C-304  FOR TYPICAL BEACHFILL CROSS SECTIONS.
4. PILE SPACING IS UNKNOWN PAST THE PILES SHOWN ON PLANS.
5. FOR BORROW AREA BUFFERS AT OUTFALL PIPES AND FISHING PIER, SEE
PLAN SHEETS C-101 THROUGH C-108 FOR DETAILS, SEE SHEET 
C-504.


DUNE CROSSOVER SCHEDULE
MUNICIPALITY
CLOSEST STREET END CROSSOVER
#/PAGE
SURVEY &
CONSTR.
BASELINE
STATION
OFFSET
(FT)
CROSSOVER
TYPE
WIDTH
(FT)
AREA
(SF)
BERM
STABILI
ZATION
MAT
(LF)
SPLIT
RAIL
FENCE
(LF)
POST
AND
RAIL
FENCE
(LF)
DETAIL
#/PAGE
REMARKS
NORTH WILDWOOD
2ND AVENUE
1/C-102
A -0+28.4
0+25
PEDESTRIAN
10
385
0
77
0
1/C-402
3RD AVENUE
2/C-102
3+76
1+01
PEDESTRIAN
10
1655
0
330
0
2/C-402
4TH AVENUE
3/C-102
6+05
1+00
PEDESTRIAN
10
1653
0
330
0
2/C-402
5TH AVENUE
4/C-102
9+10
0+99
PEDESTRIAN
10
1811
0
362
0
3/C-402
6TH AVENUE
5/C-102
10+23
1+10
PEDESTRIAN
10
1811
0
362
0
3/C-402
REMOVE EXISTING CROSSOVER WITHIN DUNE FOOTPRINT; TIE INTO EXISTING
7TH AVENUE
6/C-102
12+58
1+35
ADA
10
3099
75
0
620
1/C-404
REMOVE EXISTING CROSSOVER WITHIN DUNE FOOTPRINT; TIE INTO EXISTING
8TH AVENUE
7/C-102
15+24
1+40
VEHICLE
15
3993
0
471
0
1/C-406
REMOVE EXISTING CROSSOVER WITHIN DUNE FOOTPRINT; TIE INTO EXISTING
8TH AVENUE
7/C-102
15+24
1+40
PEDESTRIAN
10
800
0
160
0
1/C-406
REMOVE EXISTING CROSSOVER WITHIN DUNE FOOTPRINT; TIE INTO EXISTING
9TH AVENUE
8/C-102
18+52
1+29
PEDESTRIAN
10
1811
0
362
0
3/C-402
REMOVE EXISTING CROSSOVER WITHIN DUNE FOOTPRINT; TIE INTO EXISTING
10TH AVENUE
9/C-102
20+61
1+33
ADA
10
3032
75
0
606
1/C-404
REMOVE EXISTING CROSSOVER WITHIN DUNE FOOTPRINT; TIE INTO EXISTING
11TH AVENUE
10/C-102
18+11
1+40
PEDESTRIAN
10
1811
0
362
0
3/C-402
REMOVE EXISTING CROSSOVER WITHIN DUNE FOOTPRINT; TIE INTO EXISTING
12TH AVENUE
11/C-102
26+39
1+45
PEDESTRIAN
10
1811
0
362
0
3/C-402
REMOVE EXISTING CROSSOVER WITHIN DUNE FOOTPRINT; TIE INTO EXISTING
13TH AVENUE
1/C-103
29+63
2+48
PEDESTRIAN
10
1793
0
358
0
5/C-402
REMOVE EXISTING CROSSOVER WITHIN DUNE FOOTPRINT; TIE INTO EXISTING
14TH AVENUE
2/C-103
32+63
2+80
PEDESTRIAN
10
1793
0
358
0
5/C-402
REMOVE EXISTING CROSSOVER WITHIN DUNE FOOTPRINT; TIE INTO EXISTING
15TH AVENUE
3/C-103
36+88
2+71
ADA
10
3023
75
0
606
2/C-404
16TH AVENUE
4/C-103
38+20
2+39
VEHICLE
15
3263
0
478
0
2/C-406
REMOVE EXISTING CROSSOVER WITHIN DUNE FOOTPRINT; TIE INTO EXISTING
16TH AVENUE
4/C-103
38+20
2+39
PEDESTRIAN
10
460
0
92
0
2/C-406
REMOVE EXISTING CROSSOVER WITHIN DUNE FOOTPRINT; TIE INTO EXISTING
17TH AVENUE
5/C-103
40+17
2+12
PEDESTRIAN
10
1732
0
348
0
4/C-402
REMOVE EXISTING CROSSOVER WITHIN DUNE FOOTPRINT; TIE INTO EXISTING
18TH AVENUE
6/C-103
44+51
2+18
PEDESTRIAN
10
1732
0
348
0
4/C-402
REMOVE EXISTING CROSSOVER WITHIN DUNE FOOTPRINT; TIE INTO EXISTING
19TH AVENUE
7/C-103
44+97
2+50
PEDESTRIAN
10
1732
0
348
0
4/C-402
REMOVE EXISTING CROSSOVER WITHIN DUNE FOOTPRINT; TIE INTO EXISTING
20TH AVENUE
8/C-103
46+70
2+83
ADA
10
3082
75
0
616
3/C-404
REMOVE EXISTING CROSSOVER WITHIN DUNE FOOTPRINT; TIE INTO EXISTING
21ST AVENUE
9/C-103
50+75
3+61
PEDESTRIAN
10
1387
0
278
0
4/C-402
REMOVE EXISTING WOODEN CROSSOVER WITHIN DUNE; TIE INTO EXISTING
MID-BLOCK
10/C-103
52+62
3+97
VEHICLE
15
3456
0
454
0
1/C-403
REMOVE EXIST. CROSSOVER, TIE INTO EXISTING; MOD. CROSSOVER ANGLE 44.98 D
22ND AVENUE
11/C-103
54+62
4+36
VEHICLE
22
4730
0
430
0
2/C-403
REMOVE EXISTING CROSSOVER WITHIN DUNE FOOTPRINT; TIE INTO EXISTING
23RD AVENUE
12/C-103
56+29
4+68
VEHICLE
22
4840
0
440
0
2/C-403
REMOVE EXISTING CROSSOVER WITHIN DUNE FOOTPRINT; TIE INTO EXISTING
24TH AVENUE
1/C-104
59+06
5+22
VEHICLE
22
4730
0
430
0
2/C-403
REMOVE EXISTING CROSSOVER WITHIN DUNE FOOTPRINT; TIE INTO EXISTING
25TH AVENUE
2/C-104
60+05
5+78
VEHICLE
30
6450
0
430
0
4/C-403
CONSTRUCT EXTENDED CREST AREA TO NORTH; REMOVE EXISTING CROSSOVER
26TH/JUNIPER AVENUE
3/C-104
63+25
7+99
VEHICLE
30
6450
0
430
0
4/C-403
CONSTRUCT EXTEND CREST AREA TO SOUTH
WILDWOOD CITY
POPLAR AVENUE
4/C-104
69+18
2+42
VEHICLE
20
6231
0
528
0
3/C-403
MAPLE AVENUE
5/C-104
75+48
2+40
ADA
10
3081
140
0
616
3/C-404
LANDWARD PLACEMENT OF MOBY MAT REQUIRED
WILDWOOD AVENUE
6/C-104
80+70
2+43
ADA
10
3081
168
0
616
3/C-404
LANDWARD PLACEMENT OF MOBY MAT REQUIRED
OAK AVENUE
7/C-104
83+60
2+94
PEDESTRIAN
10
1786
0
358
0
5/C-402
CEDAR AVENUE
8/C-104
86+87
3+06
VEHICLE
50
0
0
120
0
N/A
VEHICLE CROSSOVER AT GRADE
SCHELLENGER AVENUE
9/C-104
89+62
3+04
VEHICLE
25
0
0
120
0
N/A
EXISTING CONCRETE
LINCOLN AVENUE
10/C-104
91+91
3+02
VEHICLE
15
3656
0
470
0
1/C-403
GARFIELD AVENUE
1/C-105
94+66
1+11
PEDESTRIAN
10
1786
0
358
0
5/C-402
SPICER AVENUE
2/C-105
96+46
1+74
ADA
10
3081
104
0
616
3/C-404
LANDWARD PLACEMENT OF MOBY MAT REQUIRED
SPENCER AVENUE
3/C-105
98+66
1+74
VEHICLE
50
0
0
120
0
N/A
VEHICLE CROSSOVER AT GRADE
YOUNGS AVENUE
4/C-105
103+03
2+15
VEHICLE
20
4321
0
338
0
3/C-403
DO NOT CONSTRUCT LANDWARD LEG
ROBERTS AVENUE
5/C-105
104+39
2+15
ADA
10
3081
152
0
616
3/C-404
LANDWARD PLACEMENT OF MOBY MAT REQUIRED
BAKER AVENUE
6/C-105
108+80
2+78
VEHICLE
15
3616
0
466
0
1/C-403
NONSTANDARD CROSSOVER DETAIL, SWING LANDWARD LEG TO THE RIGHT
BURK AVENUE
7/C-105
114+68
7+48
ADA
15
0
75
0
0
N/A
EXISTING CROSSOVER TO REMAIN, SEE REFRENCE DRAWINGS
ANDREWS AVENUE
8/C-105
118+72
3+49
PEDESTRIAN
10
1719
0
344
0
5/C-402
RIO GRAND AVENUE
9/C-105
122+42
3+85
ADA
10
3081
75
0
616
3/C-404
HAND/LEAMING AVENUE
1/C-106
127+11
3+84
PEDESTRIAN
10
1788
0
358
0
5/C-402
HILDRETH AVENUE
2/C-106
131+93
3+84
ADA
10
3081
104
0
616
3/C-404
LANDWARD PLACEMENT OF MOBY MAT REQUIRED
CRESSE AVENUE
3/C-106
136+79
4+88
VEHICLE
30
11107
0
762
0
4/C-403
WIDE CONTRACTOR ACCESS
DUNE CROSSOVER SCHEDULE
MUNICIPALITY
CLOSEST STREET END CROSSOVER
#/PAGE
SURVEY &
CONSTR.
BASELINE
STATION
OFFSET
(FT)
CROSSOVER
TYPE
WIDTH
(FT)
AREA
(SF)
BERM
STABILIZ
ATION
MAT
(LF)
SPLIT
RAIL
FENCE
(LF)
POST
AND
RAIL
FENCE
(LF)
DETAIL
#/PAGE
REMARKS
WILDWOOD CREST
MORNING GLORY ROAD
4/C-106
139+39
4+88
PEDESTRIAN
10
1767
0
354
0
4/C-402
BUTTERCUP ROAD
5/C-106
141+80
4+88
PEDESTRIAN
10
1697
0
340
0
4/C-402
LAVANDER ROAD
6/C-106
144+24
4+88
PEDESTRIAN
10
1747
0
350
0
4/C-402
HEATHER ROAD
7/C-106
146+17
4+95
VEHICLE
22
4730
0
430
0
2/C-403
HEATHER ROAD
8/C-106
147+16
5+03
PEDESTRIAN
10
1555
0
312
0
5/C-402
CROCUS ROAD
9/C-106
149+23
5+14
PEDESTRIAN
10
1581
0
316
0
5/C-402
ASTER ROAD
10/C-106
152+67
5+26
PEDESTRIAN
10
1610
0
322
0
5/C-402
CARDINAL ROAD
11/C-106
154+47
5+32
PEDESTRIAN
10
1591
0
318
0
5/C-402
SWEETBRIAR ROAD
12/C-106
157+04
5+29
PEDESTRIAN
10
1578
0
316
0
5/C-402
WEISTERIA ROAD
1/C-107
159+56
5+26
PEDESTRIAN
10
1565
0
314
0
5/C-402
COLUMBINE ROAD
2/C-107
162+96
5+24
PEDESTRIAN
10
1553
0
310
0
5/C-402
ROSEMARY ROAD
3/C-107
164+05
5+24
ADA
10
2610
75
0
522
3/C-404
TIE INTO ELEVATION +10.0
FORGET ME NOT ROAD
4/C-107
167+15
5+27
PEDESTRIAN
10
1558
0
312
0
5/C-402
FERN ROAD
5/C-107
169+87
5+30
PEDESTRIAN
10
1578
0
316
0
5/C-402
PALM ROAD
6/C-107
172+06
5+39
PEDESTRIAN
10
1592
0
318
0
5/C-402
LOTUS ROAD
7/C-107
174+39
5+69
PEDESTRIAN
10
1577
0
316
0
5/C-402
MYRTLE ROAD
8/C-107
177+36
5+85
PEDESTRIAN
10
1548
0
310
0
5/C-402
PRIMROSE ROAD
9/C-107
180+50
5+90
PEDESTRIAN
10
1626
0
326
0
5/C-402
RAMBLER ROAD
10/C-107
182+74
5+81
ADA
10
3283
118
0
658
1/C-405
ADJACENT TO VEHICLE RAMP AT STA. 182+96; LANDWARD MOBY MAT REQUIRED
RAMBLER ROAD
11/C-107
182+96
5+80
VEHICLE
15
3435
0
442
0
1/C-403
ADJACENT TO ADA RAMP AT STA.  182+74
ORCHID ROAD
12/C-107
185+12
5+71
PEDESTRIAN
10
1682
0
336
0
5/C-402
STOCKTON ROAD
13/C-107
187+65
5+60
PEDESTRIAN
10
1682
0
336
0
5/C-402
STANTON ROAD
14/C-107
190+14
5+50
PEDESTRIAN
10
1682
0
336
0
5/C-402
FARRAGUT ROAD
1/C-108
192+61
5+40
PEDESTRIAN
10
1682
0
336
0
5/C-402
ATLANTA AVENUE
2/C-108
194+89
5+31
ADA
10
3286
75
0
638
1/C-405
NASHVILLE AVENUE
3/C-108
197+46
5+21
PEDESTRIAN
10
1690
0
338
0
5/C-402
LOUISVILLE AVENUE
4/C-108
199+78
5+12
PEDESTRIAN
10
1690
0
338
0
5/C-402
MIAMI AVENUE
5/C-108
202+11
5+03
PEDESTRIAN
10
1690
0
338
0
5/C-402
MONTEREY AVENUE
6/C-108
204+42
4+94
PEDESTRIAN
10
1690
0
338
0
5/C-402
ST PAUL AVENUE
7/C-108
206+73
4+85
PEDESTRIAN
10
1690
0
338
0
5/C-402
TOLEDO AVENUE
8/C-108
208+42
4+78
ADA
10
2903
75
0
580
3/C-404
TIE INTO ELEVATION +8.0
DENVER AVENUE
9/C-108
211+78
4+64
VEHICLE
15
4373
0
566
0
1/C-403
SYRACUSE AVENUE
10/C-108
213+52
4+57
PEDESTRIAN
10
1694
0
338
0
5/C-402
PRESTON AVENUE
11/C-108
215+59
4+48
PEDESTRIAN
10
1694
0
338
0
5/C-402
HOLLYWOOD AVENUE
12/C-108
217+67
4+40
PEDESTRIAN
10
1694
0
338
0
5/C-402
TOPEKA AVENUE
13/C-108
219+83
4+31
PEDESTRIAN
10
1694
0
338
0
5/C-402
PITTSBURGH AVENUE
14/C-108
220+99
4+33
ADA
10
2903
75
0
580
3/C-404
CHARLESTON AVENUE
15/C-108
223+74
4+51
PEDESTRIAN
10
1694
0
338
0
5/C-402
ST LOUIS AVENUE
1/C-109
225+84
4+64
PEDESTRIAN
10
1694
0
338
0
5/C-402
TRENTON AVENUE
2/C-109
227+97
4+47
PEDESTRIAN
10
1694
0
338
0
5/C-402
NEWARK AVENUE
3/C-109
230+04
4+90
PEDESTRIAN
10
1694
0
338
0
5/C-402
WASHINGTON AVENUE
4/C-109
232+51
5+06
VEHICLE
15
3412
0
442
0
1/C-403
JEFFERSON AVENUE
5/C-109
234+77
5+20
ADA
10
3055
75
0
610
2/C-405
LOWER TOWNSHIP
DIAMOND SAND DRIVE
6/C-109
238+58
6+09
PEDESTRIAN
10
1662
0
334
0
4/C-402
MEMPHIS AVENUE
7/C-109
241+37
6+41
ADA
22
4730
0
430
0
2/C-403
ADJACENT TO VEHICLE CROSSOVER
MEMPHIS AVENUE
8/C-109
241+63
6+41
VEHICLE
10
3389
75
0
679
3/C-405
ADJACENT TO ADA CROSSOVER
SEAPOINT VILLAGE N
9/C-109
243+46
6+41
PEDESTRIAN
85
1417
0
284
0
4/C-402
PRIVATE CROSSOVER; REMOVE EXISTING CROSSOVER WITHIN DUNE
SEAPOINT VILLAGE S
10/C-109
245+05
6+41
PEDESTRIAN
10
1451
0
290
0
4/C-402
PRIVATE CROSSOVER; REMOVE EXISTING CROSSOVER WITHIN DUNE
IBIS LANE
11/C-109
246+98
6+41
PEDESTRIAN
10
1172
0
234
0
4/C-402
RAMP SHORTER ON LANDWARD SIDE; REMOVE EXIST CROSSOVER WITHIN DUNE
RALEIGH AVENUE
12/C-109
249+77
6+76
PEDESTRIAN
10
1557
0
312
0
4/C-402
REMOVE EXISTING CROSSOVER WITHIN DUNE FOOTPRINT; TIE INTO EXISTING
1
D
2
3
C
4
5
A
B
1
2
3
4
5
®
US Army Corps
of Engineers
DISTRICT
DATE
SOLICITATION NUMBER:
FILE NAME:
MARK
DWG. SIZE:
CONTRACT NUMBER:
SHEET NUMBER
BY
DESCRIPTION
ACTION
30"X42"
ISSUE/SUBMITTAL DATE:
U.S. ARMY CORPS OF ENGINEERS
DISTRICT
DWN BY:
REVIEWED BY:
DES BY:
PLOT SCALE:
CKD BY:
NTS
DAN
GMG
ADD
LNM
-
-
-
-
PHILADELPHIA
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
95% - 12 SEPT 2024
C-401 DUNE CROSSOVER SCHEDULE.dwg
-
DUNE CROSSOVER SCHEDULE
INITIAL CONSTRUCTION
BEACH NOURISHMENT
CAPE MAY COUNTY, NEW JERSEY
HEREFORD INLET TO CAPE MAY INLET
C-401
PHILADELPHIA


1V:7H
1V:7H
℄ DUNE
SPLIT RAIL
FENCE (TYP)
SPLIT RAIL
FENCE (TYP)
25'
10'
(TYP)
OBSERVATION AREA
10'
10'
SAND FENCE POSTS CLOSEST
TO THE SEAWARD END OF
CROSSOVER, SHALL TERMINATE
ADJACENT TO SEAWARD-MOST
SPLIT RAIL FENCE POSTS
SEAWARD TOE OF DUNE
AND SAND FENCE LINE
BERM ELEV +6.5
ADDITIONAL BEACH FILL
SLOPE
5H:1V
(TYP)
SLOPE
5H:1V
(TYP)
SLOPE
5H:1V
EXIST CROSSOVER OR GRADE
(WIDTH AND LOCATION VARY)
TOP OF DUNE ELEV +16.0
APPROX. LANDWARD TOE
OF DUNE AND SAND FENCE
LINE (ELEV. VARIES)
1
C-407
45°58'
45°36'
1
C-407
℄ CROSSOVER
℄ CROSSOVER
℄ DUNE
25'
SEAWARD TOE OF DUNE
AND SAND FENCE LINE
BERM ELEV +6.5
TOP OF DUNE ELEV +16.0
SLOPE
5H:1V
(TYP)
SLOPE = 7H:1V
SLOPE
5H:1V
1
C-407
SAND FENCE POSTS CLOSEST
TO THE SEAWARD END OF
CROSSOVER, SHALL TERMINATE
ADJACENT TO SEAWARD-MOST
SPLIT RAIL FENCE POSTS
ADDITIONAL BEACH FILL
SAND FENCE
(TYP)
SPLIT RAIL
FENCE (TYP)
10'
(TYP)
45°58'
OBSERVATION AREA
10'
10'
SLOPE
5H:1V
(TYP)
10'
SLOPE 1V:2.5H
SLOPE VARIES 7H:1V MAX
ADDITIONAL
BEACH FILL
EXIST CROSSOVER OR GRADE
(WIDTH AND LOCATION VARY)
2
C-407
APPROX. LANDWARD TOE
OF DUNE AND SAND FENCE
LINE (ELEV. VARIES)
3
C-407
DISTANCE VARIES
1V:7H
℄ DUNE
SPLIT RAIL
FENCE (TYP)
SPLIT RAIL
FENCE (TYP)
25'
10'
(TYP)
OBSERVATION AREA
10'
10'
SAND FENCE POSTS CLOSEST
TO THE SEAWARD END OF
CROSSOVER, SHALL TERMINATE
ADJACENT TO SEAWARD-MOST
SPLIT RAIL FENCE POSTS
SEAWARD TOE OF DUNE
AND SAND FENCE LINE
BERM ELEV +6.5
ADDITIONAL BEACH FILL
SLOPE
5H:1V
(TYP)
℄ CROSSOVER
SLOPE
5H:1V
 MATCH EXIST ACCESS POINT GRADE
(WIDTH AND LOCATION VARY)
TOP OF DUNE ELEV +16.0
APPROX. LANDWARD TOE
OF DUNE AND SAND FENCE
LINE (ELEV. VARIES)
1
C-407
45°58'
SLOPE
5H:1V
(TYP)
1
C-407
47°31'
1V:7H
1V:7H
℄ DUNE
SPLIT RAIL
FENCE (TYP)
SPLIT RAIL
FENCE (TYP)
25'
10'
(TYP)
OBSERVATION AREA
10'
10'
SAND FENCE POSTS CLOSEST
TO THE SEAWARD END OF
CROSSOVER, SHALL TERMINATE
ADJACENT TO SEAWARD-MOST
SPLIT RAIL FENCE POSTS
SEAWARD TOE OF DUNE
AND SAND FENCE LINE
BERM ELEV +6.5
ADDITIONAL BEACH FILL
SLOPE
5H:1V
(TYP)
℄ CROSSOVER
SLOPE
5H:1V
TOP OF DUNE ELEV +16.0
APPROX. LANDWARD TOE
OF DUNE AND SAND FENCE
LINE (ELEV. VARIES)
1
C-407
45°58'
45°36'
SLOPE
5H:1V
(TYP)
1
C-407
1V:7H
SHEET PILE WALL
(TOP ELEV. = ± 12')
SLOPE
5H:1V
(TYP)
SLOPE
3H:1V
(TYP)
SLOPE
3H:1V
(TYP)
 MATCH EXIST ACCESS POINT GRADE
(WIDTH AND LOCATION VARY)
TIE INTO EXISTING BIKE PATH ELEVATION
SLOPE
5H:1V
SLOPE
5H:1V
+6.5
+12.0
℄ CROSSOVER
TIE-IN TO
EXISTING
CONCRETE
WALL
℄ DUNE
SAND FENCE (TYP)
SEAWARD TOE OF DUNE
AND SAND FENCE LINE
BERM ELEV +6.5
10'
APPROX. LIMIT OF
EXISTING GROIN
AND STONE
REVETMENT
SPLIT RAIL
FENCE (TYP)
2
C-407
EXISTING
SEAWALL
TOP OF DUNE
ELEV. +16.0
1V:7H
SLOPE
5H:1V
3
PLAN - PEDESTRIAN CROSSOVER (NORTH WILDWOOD)
3
PLAN - PEDESTRIAN CROSSOVER (NORTH WILDWOOD)
NOTES:
1.
SPLIT RAIL FENCE POSTS ARE NOT SHOWN FOR CLARITY. FOR DETAILS OF SPLIT RAIL FENCE, SEE
SHEET C-501.
2.
LANDWARD LIMIT OF SPLIT RAIL FENCE TO BE COORDINATED WITH THE COR. SEE SHEET 
C-401 FOR
QUANTITIES.
3.
FOR SAND FENCE AND DUNE PLANTING DETAILS, SEE SHEET 
C-502.
4
PLAN - PEDESTRIAN CROSSOVER (NORTH WILDWOOD & LOWER TOWNSHIP)
4
PLAN - PEDESTRIAN CROSSOVER (NORTH WILDWOOD & LOWER TOWNSHIP)
5
PLAN - PEDESTRIAN CROSSOVER (NORTH WILDWOOD WILDWOOD CITY & WILDWOOD CREST)
5
PLAN - PEDESTRIAN CROSSOVER (NORTH WILDWOOD WILDWOOD CITY & WILDWOOD CREST)
1
D
2
3
C
4
5
A
B
1
2
3
4
5
®
US Army Corps
of Engineers
DISTRICT
DATE
SOLICITATION NUMBER:
FILE NAME:
MARK
DWG. SIZE:
CONTRACT NUMBER:
SHEET NUMBER
BY
DESCRIPTION
ACTION
30"X42"
ISSUE/SUBMITTAL DATE:
U.S. ARMY CORPS OF ENGINEERS
DISTRICT
DWN BY:
REVIEWED BY:
DES BY:
PLOT SCALE:
CKD BY:
AS SHOWN
DAN
GMG
ADD
ADD
-
-
-
-
PHILADELPHIA
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
95% - 12 SEPT 2024
C-402 PLAN - PEDESTRIAN CROSSOVER.dwg
-
PLAN - PEDESTRIAN CROSSOVER
INITIAL CONSTRUCTION
BEACH NOURISHMENT
CAPE MAY COUNTY, NEW JERSEY
HEREFORD INLET TO CAPE MAY INLET
C-402
PHILADELPHIA
2
PLAN - PEDESTRIAN CROSSOVER (NORTH WILDWOOD)
2
PLAN - PEDESTRIAN CROSSOVER (NORTH WILDWOOD)
1
PLAN - PEDESTRIAN CROSSOVER (2ND AVE)
1
PLAN - PEDESTRIAN CROSSOVER (2ND AVE)


DISTANCE VARIES
(SEE NOTE 4)
SLOPE
5H:1V
(TYP)
LC CROSSOVER
LC DUNE
25'
SLOPE
5H:1V
(TYP)
SLOPE = 10H:1V
SLOPE
5H:1V
1
C-408
SLOPE
3H:1V
(TYP)
SAND FENCE
(TYP)
SEAWARD TOE OF DUNE
AND SAND FENCE LINE
BERM ELEV +6.5
SAND FENCE POSTS CLOSEST
TO THE SEAWARD END OF
CROSSOVER, SHALL TERMINATE
ADJACENT TO SEAWARD-MOST
SPLIT RAIL FENCE POSTS
ADJUST ℄ OF AT GRADE
CROSSOVER AS INDICATED
ON PLAN SHEET TO STAY
WITHIN CWL
EXISTING STREET END
OR VEHICLE RAMP
FINISH GRADE TO MATCH EXISTING
GROUND ELEVATION
APPROX. LANDWARD TOE
OF DUNE AND SAND
FENCE LINE
(ELEV. VARIES)
90°0'
15'
(TYP)
TOP OF DUNE ELEV +16.0
ADDITIONAL BEACH FILL
ADDITIONAL
BEACH FILL
29°14'
2
C-408
SPLIT RAIL FENCE (TYP)
(SEE NOTE 1)
SLOPE VARIES 10H:1V MAX
DISTANCE VARIES
(SEE NOTE 4)
SLOPE
5H:1V
(TYP)
25'
SLOPE
5H:1V
(TYP)
SLOPE 10H:1V
SLOPE = 10H:1V
SLOPE 3H:1V
(TYP)
SAND FENCE
(TYP)
SEAWARD TOE OF DUNE
AND SAND FENCE LINE
BERM ELEV (+6.5)
SAND FENCE POSTS CLOSEST
TO THE SEAWARD END OF
CROSSOVER, SHALL
TERMINATE ADJACENT TO
SEAWARD-MOST SPLIT RAIL
FENCE POSTS
ADJUST ℄ OF AT GRADE CROSSOVER
AS INDICATED ON PLAN SHEET TO
STAY WITHIN CWL
EXISTING STREET END
FINISH GRADE TO MATCH
EXISTING GROUND ELEVATION
APPROX LANDWARD
TOE OF DUNE AND
SAND FENCE LINE
(ELEV VARIES)
TOP OF DUNE ELEV +16.0
ADDITIONAL BEACH FILL
ADDITIONAL BEACH FILL
2
C-408
22' OR 30'
(SEE SCHEDULE)
2
C-408
SLOPE
3H:1V
(TYP)
SPLIT RAIL FENCE (TYP)
(SEE NOTE 1)
℄ DUNE
℄ CROSSOVER
20'
EXTENDED
CREST AREA FOR
30' CROSSOVER
(SEE SCHEDULE)
SLOPE
5H:1V
(TYP)
SLOPE
5H:1V
(TYP)
SLOPE 15H:1V
SLOPE = 15H:1V
SAND FENCE
(TYP)
SAND FENCE POSTS CLOSEST
TO THE SEAWARD END OF
CROSSOVER, SHALL
TERMINATE ADJACENT TO
SEAWARD-MOST SPLIT RAIL
FENCE POSTS
EXISTING STREET END
FINISH GRADE TO MATCH
EXISTING GROUND ELEVATION
APPROX LANDWARD
TOE OF DUNE AND
SAND FENCE LINE
(ELEV VARIES)
TOP OF DUNE ELEV +16.0
ADDITIONAL
BEACH FILL
2
C-408
30'
(TYP)
2
C-408
SLOPE
3H:1V
(TYP)
℄ DUNE
℄ CROSSOVER
SEAWARD TOE
OF DUNE AND SAND
FENCE LINE
BERM ELEV (+6.5)
SPLIT RAIL FENCE (TYP)
(SEE NOTE 1)
75'
25'
+16.0
+16.0
+6.5
+6.5
+9.5
+9.5
EXISTING CONCRETE
WALKWAY
SLOPE
5H:1V
(TYP)
SLOPE
5H:1V
(TYP)
22'
SLOPE
5H:1V
(TYP)
TOP OF DUNE ELEV +16.0
℄ DUNE
SEAWARD TOE OF DUNE AND SAND FENCE
SLOPE
5H:1V
ADDITIONAL BEACH FILL
SAND FENCE (TYP)
10H:1V
(TYP)
1
C-408
30°0'
SLOPE
5H:1V
(TYP)
℄ CROSSOVER
ADDITIONAL BEACH FILL
10H:1V
(TYP)
30°0'
1
C-408
SAND FENCE POSTS CLOSEST
TO THE SEAWARD END OF
CROSSOVER, SHALL
TERMINATE ADJACENT TO
SEAWARD-MOST SPLIT RAIL
FENCE POSTS
SPLIT RAIL
FENCE (TYP)
SLOPE
3H:1V
20'
(TYP)
50'
1
PLAN - TYPICAL VEHICLE CROSSOVER
1
PLAN - TYPICAL VEHICLE CROSSOVER
2
PLAN - STRAIGHT VEHICLE CROSSOVER
2
PLAN - STRAIGHT VEHICLE CROSSOVER
4
PLAN - VEHICLE CROSSOVER (CRESSE AVE)
4
PLAN - VEHICLE CROSSOVER (CRESSE AVE)
1
D
2
3
C
4
5
A
B
1
2
3
4
5
®
US Army Corps
of Engineers
DISTRICT
DATE
SOLICITATION NUMBER:
FILE NAME:
MARK
DWG. SIZE:
CONTRACT NUMBER:
SHEET NUMBER
BY
DESCRIPTION
ACTION
30"X42"
ISSUE/SUBMITTAL DATE:
U.S. ARMY CORPS OF ENGINEERS
DISTRICT
DWN BY:
REVIEWED BY:
DES BY:
PLOT SCALE:
CKD BY:
AS SHOWN
DAN
GMG
ADD
ADD
-
-
-
-
PHILADELPHIA
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
95% - 12 SEPT 2024
C-403 PLAN - VEHICLE CROSSOVER.dwg
-
PLAN - VEHICLE CROSSOVER
INITIAL CONSTRUCTION
BEACH NOURISHMENT
CAPE MAY COUNTY, NEW JERSEY
HEREFORD INLET TO CAPE MAY INLET
C-403
PHILADELPHIA
NOTES:
1.
SPLIT RAIL FENCE POSTS ARE NOT SHOWN FOR CLARITY. FOR DETAILS OF SPLIT RAIL FENCE, SEE
SHEET C-501.
2.
LANDWARD LIMIT OF SPLIT RAIL FENCE TO BE COORDINATED WITH THE COR. SEE SHEET C-401 FOR
QUANTITIES.
3.
FOR SAND FENCE AND DUNE PLANTING DETAILS, SEE SHEET C-502.
3
PLAN - VEHICLE CROSSOVER (CRANE)
3
PLAN - VEHICLE CROSSOVER (CRANE)


SLOPE
5H:1V
(TYP)
TOP OF DUNE ELEV +16.0
℄ DUNE
SEAWARD TOE OF DUNE AND SAND FENCE. LOCATION RELATIVE TO
HANDICAP CROSSOVER VARIES
LANDING (TYP)
SLOPE
5H:1V
5'
(TYP)
ADDITIONAL BEACH FILL
+11.0
+8.5
+6.5
20'
SAND FENCE (TYP)
12H:1V
(TYP)
1
C-409
+16.0
24°36'
10'
10'
ADA CROSSOVER
+13.5
SLOPE
5H:1V
(TYP)
℄ CROSSOVER
LANDING (TYP)
5'
(TYP)
ADDITIONAL BEACH FILL
12H:1V
(TYP)
+16.0
24°36'
ADA CROSSOVER
EXIST CROSSOVER OR GRADE
(WIDTH AND LOCATION VARY)
+13.5
+11.0
+8.5
+6.5
1
C-409
ADDITIONAL I-5
MATERIAL
5'
ADA COMPLIANT BERM
STABILIZATION MAT. SEE
SPECIFICATIONS FOR
REQUIREMENTS.
OBSERVATION
AREA
EDGE OF
NJDOT I-5
AGGREGATE
MATERIAL
SLOPE
5H:1V
(TYP)
TOP OF DUNE ELEV +16.0
℄ DUNE
SEAWARD TOE OF DUNE AND SAND FENCE. LOCATION RELATIVE TO
HANDICAP CROSSOVER VARIES
LANDING (TYP)
SLOPE
5H:1V
5'
(TYP)
ADDITIONAL BEACH FILL
+11.0
+9.0
20'
SAND FENCE (TYP)
12H:1V
(TYP)
1
C-409
+16.0
24°36'
10'
10'
OBSERVATION
AREA
ADA CROSSOVER
+13.5
SLOPE
5H:1V
(TYP)
℄ CROSSOVER
LANDING (TYP)
5'
(TYP)
ADDITIONAL BEACH FILL
12H:1V
(TYP)
+16.0
24°36'
ADA CROSSOVER
EXIST CROSSOVER OR GRADE
(WIDTH AND LOCATION VARY)
+14
+12.0
+9.5
+7
1
C-409
ADDITIONAL I-5
MATERIAL
5'
ADA COMPLIANT BERM
STABILIZATION MAT. SEE
SPECIFICATIONS FOR
REQUIREMENTS.
+6.5
SLOPE
3H:1V
(TYP)
SHEET PILE WALL
(TOP ELEV. = ± 12')
168°0'
EDGE OF
NJDOT I-5
AGGREGATE
MATERIAL
1
C-504
SLOPE
5H:1V
(TYP)
TOP OF DUNE ELEV +16.0
℄ DUNE
SEAWARD TOE OF DUNE AND SAND FENCE. LOCATION RELATIVE TO
HANDICAP CROSSOVER VARIES
LANDING (TYP)
SLOPE
5H:1V
5'
(TYP)
ADDITIONAL BEACH FILL
+11.0
+8.5
+6.5
20'
SAND FENCE (TYP)
12H:1V
(TYP)
1
C-409
+16.0
24°36'
10'
10'
OBSERVATION
AREA
ADA CROSSOVER
+13.5
SLOPE
5H:1V
(TYP)
℄ CROSSOVER
ADDITIONAL BEACH FILL
+16.0
ADA CROSSOVER
EXIST CROSSOVER OR GRADE
(WIDTH AND LOCATION VARY)
+6.5
ADDITIONAL I-5
MATERIAL
5'
ADA COMPLIANT BERM
STABILIZATION MAT. SEE
SPECIFICATIONS FOR
REQUIREMENTS.
5' (TYP)
2
C-409
LANDING (TYP)
+11.0
+8.5
SLOPE
5H:1V
SLOPE
5H:1V
69°0'
EXIST SHEETPILE WALL
TIE-IN TO
EXISTING
CONCRETE
PATH
ADDITIONAL I-5
MATERIAL
+13.5
EDGE OF NJDOT I-5 AGGREGATE MATERIAL
1
C-504
NOTES:
1.
POST AND RAIL FENCE POSTS NOT SHOWN FOR CLARITY. FOR DETAILS OF POST AND  RAIL
FENCE, SEE SHEET C-501.
2.
FOR SAND FENCE AND DUNE PLANTING DETAILS, SEE SHEET C-502.
3.
THE LENGTH OF HANDICAP CROSSOVERS MAY VARY WITH LOCATION AND FINISHED GRADE
OR EXISTING GROUND ELEVATIONS. THE RISE ON CROSSOVERS SHALL BE NO MORE THAN
2.5' OVER A RUN OF 30' (12H:1V). LANDING SHALL BE CONSTRUCTED AT A MAXIMUM SPACING
OF 30' AND SHALL BE LEVEL FOR A MINIMUM LENGTH OF 5'.
3
PLAN - ADA CROSSOVER (TYP)
3
PLAN - ADA CROSSOVER (TYP)
1
D
2
3
C
4
5
A
B
1
2
3
4
5
®
US Army Corps
of Engineers
DISTRICT
DATE
SOLICITATION NUMBER:
FILE NAME:
MARK
DWG. SIZE:
CONTRACT NUMBER:
SHEET NUMBER
BY
DESCRIPTION
ACTION
30"X42"
ISSUE/SUBMITTAL DATE:
U.S. ARMY CORPS OF ENGINEERS
DISTRICT
DWN BY:
REVIEWED BY:
DES BY:
PLOT SCALE:
CKD BY:
AS SHOWN
DAN
GMG
ADD
LNM
-
-
-
-
PHILADELPHIA
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
95% - 12 SEPT 2024
C-404 PLAN - ADA CROSSOVER.dwg
-
PLAN - ADA CROSSOVER
INITIAL CONSTRUCTION
BEACH NOURISHMENT
CAPE MAY COUNTY, NEW JERSEY
HEREFORD INLET TO CAPE MAY INLET
C-404
PHILADELPHIA
1
PLAN - ADA CROSSOVER (NORTH WILDWOOD)
1
PLAN - ADA CROSSOVER (NORTH WILDWOOD)
NTS
2
PLAN - ADA CROSSOVER (15TH AVE)
2
PLAN - ADA CROSSOVER (15TH AVE)


SLOPE
5H:1V
(TYP)
TOP OF DUNE ELEV +16.0
℄ DUNE
SEAWARD TOE OF DUNE AND SAND FENCE. LOCATION RELATIVE TO
HANDICAP CROSSOVER VARIES
SLOPE
5H:1V
5'
(TYP)
VARIES WITH
DUNE ELEVATION
+6.5
SAND FENCE (TYP)
12H:1V
(TYP)
1
C-409
10'
10'
SLOPE
5H:1V
(TYP)
2
C-409
5'
ADA COMPLIANT BERM
STABILIZATION MAT. SEE
SPECIFICATIONS FOR
REQUIREMENTS.
24°37'
APPROX. LANDWARD TOE OF
DUNE AND SAND FENCE LINE
(ELEV. VARIES)
12H:1V
(TYP)
ADA CROSSOVER
ADDITIONAL I-5
MATERIAL
LANDING (TYP)
ADDITIONAL BEACH FILL
+11.0
+8.5
24'
+16.0
24°36'
+13.5
℄ CROSSOVER
EXIST CROSSOVER OR GRADE
(WIDTH AND LOCATION VARY)
+16.0
+13.5
+11.0
+8.5
+6.5
ADA CROSSOVER
5'
(TYP)
25'
49°25'
LANDING (TYP)
EDGE OF
NJDOT I-5
AGGREGATE
MATERIAL
OBSERVATION
AREA
EDGE OF
NJDOT I-5
AGGREGATE
MATERIAL
1
C-504
2
C-504
SLOPE
5H:1V
(TYP)
SLOPE
5H:1V
(TYP)
TOP OF DUNE ELEV +16.0
℄ DUNE
SEAWARD TOE OF DUNE AND
SAND FENCE.
LOCATION RELATIVE TO HANDICAP
ACCESSIBLE CROSSOVER VARIES
SAND FENCE (TYP)
SLOPE
5H:1V
(TYP)
SLOPE
5H:1V
(TYP)
1
C-409
1
C-409
SLOPE
5H:1V
10'
10'
APPROX. LANDWARD TOE OF
DUNE AND SAND FENCE LINE
(ELEV. VARIES)
SAND FENCE POSTS CLOSEST TO THE
SEAWARD END OF CROSSOVER, SHALL
TERMINATE ADJACENT TO
SEAWARD-MOST SPLIT RAIL FENCE POSTS
5'
ADA COMPLIANT BERM
STABILIZATION MAT. SEE
SPECIFICATIONS FOR
REQUIREMENTS.
ADDITIONAL
BEACH FILL
2
C-504
2
C-504
+16.0
+13.5
+11.5
+8.5
+6.5
ADDITIONAL I-5
MATERIAL
+16.0
+8.0
+9.5
+13.5
24°35'
24°36'
57°31'
53°25'
5' (TYP)
LANDING (TYP)
OBSERVATION
AREA
EDGE OF
NJDOT I-5
AGGREGATE
MATERIAL
+11.0
LANDING (TYP)
℄ CROSSOVER
12H:1V
(TYP)
12H:1V
(TYP)
SLOPE 10H:1V
SLOPE = 10H:1V
FOR VEHICLE CROSSOVER
DETAILS, SEE DETAIL 2/
C-403
+8.0
+6.5
RIM ELEV. =
+8.97
EXIST CROSSOVER OR GRADE
(WIDTH AND LOCATION VARY)
EXIST. GREASE AND
SEDIMENT TRAP
(NOT TO BE COVERED)
+9.0
+9.0
EXIST. BULKHEAD
TOP ELEV. = ± +10.0
EDGE OF
NJDOT I-5
AGGREGATE
MATERIAL
EDGE OF
NJDOT I-5
AGGREGATE
MATERIAL
SLOPE
5H:1V
SLOPE
5H:1V
(TYP)
SLOPE
5H:1V
(TYP)
TOP OF DUNE ELEV +16.0
℄ CROSSOVER
℄ DUNE
SEAWARD TOE OF DUNE AND SAND FENCE.
LOCATION RELATIVE TO HANDICAP ACCESSIBLE
CROSSOVER VARIES
RAMP SECTION
(TYP)
LANDING (TYP)
SAND FENCE (TYP)
30'
(TYP)
12H:1V
24'
(TYP.)
SLOPE
5H:1V
(TYP)
SLOPE
5H:1V
(TYP)
+16.0
+13.5
+11.0
+8.5
5' (TYP)
24°36'
+6.5
LANDING
(TYP)
SLOPE
VARIES
1
C-409
1
C-409
49°12'
ADDITIONAL
BEACH FILL
SLOPE
5H:1V
10'
10'
OBSERVATION
AREA
APPROX. LANDWARD TOE OF
DUNE AND SAND FENCE LINE
(ELEV. VARIES)
SAND FENCE POSTS CLOSEST TO THE SEAWARD END OF
CROSSOVER, SHALL TERMINATE ADJACENT TO
SEAWARD-MOST SPLIT RAIL FENCE POSTS
ADDITIONAL I-5
MATERIAL
5'
ADA COMPLIANT BERM
STABILIZATION MAT. SEE
SPECIFICATIONS FOR
REQUIREMENTS.
49°12'
24°36'
12H:1V
(TYP.)
RAMP SECTION
(TYP)
LANDING (TYP)
30'
(TYP)
5' (TYP)
24'
+8.5
+6.5
ADDITIONAL I-5
MATERIAL
EXIST CROSSOVER OR GRADE
(WIDTH AND LOCATION VARY)
+11.0
+13.5
+16.0
EDGE OF NJDOT I-5 AGGREGATE MATERIAL
2
C-504
2
C-504
2
PLAN - ADA CROSSOVER (JEFFERSON AVE. WILDWOOD CREST)
2
PLAN - ADA CROSSOVER (JEFFERSON AVE. WILDWOOD CREST)
3
PLAN - ADA CROSSOVER (MEMPHIS AVE. LOWER TOWNSHIP)
3
PLAN - ADA CROSSOVER (MEMPHIS AVE. LOWER TOWNSHIP)
1
D
2
3
C
4
5
A
B
1
2
3
4
5
®
US Army Corps
of Engineers
DISTRICT
DATE
SOLICITATION NUMBER:
FILE NAME:
MARK
DWG. SIZE:
CONTRACT NUMBER:
SHEET NUMBER
BY
DESCRIPTION
ACTION
30"X42"
ISSUE/SUBMITTAL DATE:
U.S. ARMY CORPS OF ENGINEERS
DISTRICT
DWN BY:
REVIEWED BY:
DES BY:
PLOT SCALE:
CKD BY:
AS SHOWN
DAN
GMG
ADD
LNM
-
-
-
-
PHILADELPHIA
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
95% - 12 SEPT 2024
C-405 PLAN - ADA CROSSOVER.dwg
-
PLAN - ADA CROSSOVER
INITIAL CONSTRUCTION
BEACH NOURISHMENT
CAPE MAY COUNTY, NEW JERSEY
HEREFORD INLET TO CAPE MAY INLET
C-405
PHILADELPHIA
NOTES:
1.
POST AND RAIL FENCE POSTS NOT SHOWN FOR CLARITY. FOR DETAILS OF POST AND  RAIL
FENCE, SEE SHEET C-501.
2.
FOR SAND FENCE AND DUNE PLANTING DETAILS, SEE SHEET C-502.
3.
THE LENGTH OF HANDICAP CROSSOVERS MAY VARY WITH LOCATION AND FINISHED GRADE
OR EXISTING GROUND ELEVATIONS. THE RISE ON CROSSOVERS SHALL BE NO MORE THAN
2.5' OVER A RUN OF 30' (12H:1V). LANDING SHALL BE CONSTRUCTED AT A MAXIMUM SPACING
OF 30' AND SHALL BE LEVEL FOR A MINIMUM LENGTH OF 5'.
1
PLAN - ADA CROSSOVER (WILDWOOD CREST)
1
PLAN - ADA CROSSOVER (WILDWOOD CREST)


1V:10H
℄ DUNE
SPLIT RAIL
FENCE (TYP)
25'
10'
(TYP)
SAND FENCE POSTS CLOSEST
TO THE SEAWARD END OF
CROSSOVER, SHALL TERMINATE
ADJACENT TO SEAWARD-MOST
SPLIT RAIL FENCE POSTS
SEAWARD TOE OF DUNE
AND SAND FENCE LINE
BERM ELEV +6.5
ADDITIONAL BEACH FILL
SLOPE
5H:1V
(TYP)
℄ CROSSOVER
SLOPE
5H:1V
TOP OF DUNE ELEV +16.0
APPROX. LANDWARD TOE
OF DUNE AND SAND FENCE
LINE (ELEV. VARIES)
1
C-408
29°14'
70°0'
SLOPE
5H:1V
(TYP)
1
C-407
SLOPE
5H:1V
(TYP)
1V:7H
1V:10H
15'
(TYP)
SLOPE
5H:1V
(TYP)
FINISH GRADE TO MATCH
EXISTING GROUND ELEVATION
AND TIE-IN TO EXISTING SPLIT
RAIL FENCE
FINISH GRADE TO MATCH
EXISTING GROUND ELEVATION
AND TIE-IN TO EXISTING SPLIT
RAIL FENCE
1
C-408
LC CROSSOVER
LC DUNE
25'
SLOPE
5H:1V
(TYP)
SLOPE = 10H:1V
SLOPE
5H:1V
1
C-408
SAND FENCE
(TYP)
SEAWARD TOE OF DUNE
AND SAND FENCE LINE
BERM ELEV +6.5
SAND FENCE POSTS CLOSEST
TO THE SEAWARD END OF
CROSSOVER, SHALL TERMINATE
ADJACENT TO SEAWARD-MOST
SPLIT RAIL FENCE POSTS
APPROX. LANDWARD TOE
OF DUNE AND SAND
FENCE LINE
(ELEV. VARIES)
15'
(TYP)
TOP OF DUNE ELEV +16.0
ADDITIONAL BEACH FILL
ADDITIONAL
BEACH FILL
1
C-408
SPLIT RAIL FENCE (TYP)
(SEE NOTE 1)
104°48'
29°14'
PEDESTRIAN
CROSSOVER
1
C-407
1V:7H
29°14'
45°58'
SLOPE VARIES 10H:1V MAX
FINISH GRADE TO MATCH
EXISTING GROUND ELEVATION
FINISH GRADE TO MATCH
EXISTING GROUND ELEVATION
10'
(TYP)
EXISTING
SHEET PILE
WALL (TOP
ELEV. = ± 12')
SLOPE
5H:1V
(TYP)
SLOPE VARIES
5H:1V MAX
SLOPE
3H:1V
(TYP)
SLOPE
3H:1V
(TYP)
SLOPE
5H:1V
(TYP)
SLOPE
5H:1V
(TYP)
SLOPE
5H:1V
(TYP)
SLOPE
5H:1V
(TYP)
TOP OF DUNE ELEV +16.0
℄ DUNE
SEAWARD TOE OF DUNE AND
SAND FENCE.
LOCATION RELATIVE TO HANDICAP
ACCESSIBLE CROSSOVER VARIES
SAND FENCE (TYP)
SLOPE
5H:1V
(TYP)
SLOPE
5H:1V
(TYP)
1
C-409
1
C-409
SLOPE
5H:1V
10'
10'
APPROX. LANDWARD TOE OF
DUNE AND SAND FENCE LINE
(ELEV. VARIES)
SAND FENCE POSTS CLOSEST TO THE
SEAWARD END OF CROSSOVER, SHALL
TERMINATE ADJACENT TO
SEAWARD-MOST SPLIT RAIL FENCE POSTS
5'
ADA COMPLIANT BERM
STABILIZATION MAT. SEE
SPECIFICATIONS FOR
REQUIREMENTS.
ADDITIONAL
BEACH FILL
2
C-504
2
C-504
+16.0
+13.5
+11.5
+8.5
+6.5
ADDITIONAL I-5
MATERIAL
+16.0
+8.0
+9.5
+13.5
24°35'
24°36'
57°31'
53°25'
5' (TYP)
LANDING (TYP)
OBSERVATION
AREA
EDGE OF
NJDOT I-5
AGGREGATE
MATERIAL
+11.0
LANDING (TYP)
℄ CROSSOVER
12H:1V
(TYP)
12H:1V
(TYP)
SLOPE 10H:1V
SLOPE = 10H:1V
FOR VEHICLE CROSSOVER
DETAILS, SEE DETAIL 2/
C-403
+8.0
+6.5
RIM ELEV. =
+8.97
EXIST CROSSOVER OR GRADE
(WIDTH AND LOCATION VARY)
EXIST. GREASE AND
SEDIMENT TRAP
(NOT TO BE COVERED)
+9.0
+9.0
EXIST. BULKHEAD
TOP ELEV. = ± +10.0
EDGE OF
NJDOT I-5
AGGREGATE
MATERIAL
EDGE OF
NJDOT I-5
AGGREGATE
MATERIAL
2
PLAN - VEHICLE CROSSOVER (16TH AVE)
2
PLAN - VEHICLE CROSSOVER (16TH AVE)
1
PLAN - VEHICLE CROSSOVER (7TH & 8TH AVENUE)
1
PLAN - VEHICLE CROSSOVER (7TH & 8TH AVENUE)
1
D
2
3
C
4
5
A
B
1
2
3
4
5
®
US Army Corps
of Engineers
DISTRICT
DATE
SOLICITATION NUMBER:
FILE NAME:
MARK
DWG. SIZE:
CONTRACT NUMBER:
SHEET NUMBER
BY
DESCRIPTION
ACTION
30"X42"
ISSUE/SUBMITTAL DATE:
U.S. ARMY CORPS OF ENGINEERS
DISTRICT
DWN BY:
REVIEWED BY:
DES BY:
PLOT SCALE:
CKD BY:
PHILADELPHIA
C-406
HEREFORD INLET TO CAPE MAY INLET
CAPE MAY COUNTY, NEW JERSEY
BEACH NOURISHMENT
INITIAL CONSTRUCTION
PLAN - COMBINED CROSSOVER
-
C-406 PLAN - COMBINED CROSSOVER.dwg
95% - 12 SEPT 2024
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
PHILADELPHIA
-
-
-
-
ADD
ADD
GMG
DAN
-
3
PLAN - ADA CROSSOVER (MEMPHIS AVE)
3
PLAN - ADA CROSSOVER (MEMPHIS AVE)
NOTES:
1.
POST AND RAIL FENCE POSTS NOT SHOWN FOR CLARITY. FOR DETAILS OF POST AND  RAIL
FENCE, SEE SHEET C-501.
2.
FOR SAND FENCE AND DUNE PLANTING DETAILS, SEE SHEET C-502.
3.
THE LENGTH OF HANDICAP CROSSOVERS MAY VARY WITH LOCATION AND FINISHED GRADE
OR EXISTING GROUND ELEVATIONS. THE RISE ON CROSSOVERS SHALL BE NO MORE THAN
2.5' OVER A RUN OF 30' (12H:1V). LANDING SHALL BE CONSTRUCTED AT A MAXIMUM SPACING
OF 30' AND SHALL BE LEVEL FOR A MINIMUM LENGTH OF 5'.


SPLIT RAIL FENCE
(TYP BOTH  SIDES)
(SEE SHEET C-501
FOR DETAILS)
4'
℄
10'
1'
(TYP)
FINISH GRADE
OF NEW DUNE
(SLOPE VARIES)
5
1
ADDITIONAL
SANDFILL
SAND FENCE
(SEE NOTE 1)
DUNE PLANTINGS (TYP)
(SEE NOTE 1)
SEAWARD TOE
OF CROSSOVER
BEACHFILL BERM
9" NJDOT I-5
SOIL AGGREGATE
EXCAVATION
(SEE NOTE 2)
GEOTEXTILE
(SEE NOTE 3)
SPLIT RAIL FENCE
(TYP BOTH  SIDES)
(SEE SHEET C-501
FOR DETAILS)
4'
℄
1'
(TYP)
3
1 (TYP)
ADDITIONAL
SANDFILL
DUNE PLANTINGS (TYP)
(SEE NOTE 1)
ADDITIONAL
SANDFILL
FINISH GRADE
OF NEW DUNE
10'
9" NJDOT I-5
SOIL AGGREGATE
EXCAVATION
(SEE NOTE 2)
GEOTEXTILE
(SEE NOTE 3)
SPLIT RAIL FENCE
(TYP. BOTH  SIDES)
(SEE SHEET C-417
FOR DETAILS)
4'
℄
10'
9" NJDOT I-5
SOIL AGGREGATE
1'
(TYP)
EXISTING GROUND
EXCAVATION
(SEE NOTE 2)
GEOTEXTILE
(SEE NOTE 3)
NOTES:
1.
FOR DUNE PLANTING AND SAND FENCE DETAILS, SEE SHEET C-502.
2.
EXCAVATED MATERIAL SHALL BE USED AS ADDITIONAL SAND FILL.
3.
GEOTEXTILE IS TO BE INSTALLED 7"  UP THE SIDES OF THE I-5 MATERIAL.
NTS
1
TYPICAL SECTION - PEDESTRIAN CROSSOVER
1
TYPICAL SECTION - PEDESTRIAN CROSSOVER
NTS
3
TYPICAL SECTION - PEDESTRIAN CROSSOVER
3
TYPICAL SECTION - PEDESTRIAN CROSSOVER
NTS
2
TYPICAL SECTION - PEDESTRIAN CROSSOVER
2
TYPICAL SECTION - PEDESTRIAN CROSSOVER
1
D
2
3
C
4
5
A
B
1
2
3
4
5
®
US Army Corps
of Engineers
DISTRICT
DATE
SOLICITATION NUMBER:
FILE NAME:
MARK
DWG. SIZE:
CONTRACT NUMBER:
SHEET NUMBER
BY
DESCRIPTION
ACTION
30"X42"
ISSUE/SUBMITTAL DATE:
U.S. ARMY CORPS OF ENGINEERS
DISTRICT
DWN BY:
REVIEWED BY:
DES BY:
PLOT SCALE:
CKD BY:
NTS
DAN
GMG
ADD
ADD
-
-
-
-
PHILADELPHIA
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
95% - 12 SEPT 2024
C-407 TYPICAL SECTION.dwg
-
TYPICAL SECTION - PEDESTRIAN CROSSOVER
INITIAL CONSTRUCTION
BEACH NOURISHMENT
CAPE MAY COUNTY, NEW JERSEY
HEREFORD INLET TO CAPE MAY INLET
C-407
PHILADELPHIA


SPLIT RAIL FENCE
(TYP BOTH  SIDES)
(SEE SHEET C-501
FOR DETAILS)
4' (TYP)
(SEE NOTE 1)
℄
15'
12" NJDOT I-5
SOIL AGGREGATE
1'
(TYP)
FINISH GRADE
OF NEW DUNE
(SLOPE VARIES)
5
1
ADDITIONAL
SANDFILL
SAND FENCE
(SEE NOTE 1)
DUNE PLANTINGS (TYP)
(SEE NOTE 1)
SEAWARD TOE
OF CROSSOVER
BEACHFILL BERM
GEOTEXTILE
(SEE NOTE 3)
TIMBER EDGE BOARD
2x12 (TYP)
EXCAVATION
(SEE NOTE 2)
SPLIT RAIL FENCE
(TYP BOTH  SIDES)
(SEE SHEET C-501
FOR DETAILS)
4' (TYP)
(SEE NOTE 1)
℄
15' OR 22' OR 30'
1'
(TYP)
3
1 (TYP)
ADDITIONAL
SANDFILL
DUNE PLANTINGS (TYP)
(SEE NOTE 1)
ADDITIONAL
SANDFILL
FINISH GRADE
OF NEW DUNE
12" NJDOT I-5
SOIL AGGREGATE
GEOTEXTILE
(SEE NOTE 3)
TIMBER EDGE BOARD
2x12 (TYP)
EXCAVATION
(SEE NOTE 2)
℄ CROSSOVER
NOTES:
1.
FOR DUNE PLANTING AND SAND FENCE DETAILS, SEE SHEET C-502.
2.
EXCAVATED MATERIAL SHALL BE USED AS ADDITIONAL SAND FILL.
3.
GEOTEXTILE IS TO BE INSTALLED 9"  UP THE SIDES OF THE I-5 MATERIAL.
NTS
1
TYPICAL SECTION - VEHICLE CROSSOVER
1
TYPICAL SECTION - VEHICLE CROSSOVER
NTS
2
TYPICAL SECTION - VEHICLE CROSSOVER
2
TYPICAL SECTION - VEHICLE CROSSOVER
1
D
2
3
C
4
5
A
B
1
2
3
4
5
®
US Army Corps
of Engineers
DISTRICT
DATE
SOLICITATION NUMBER:
FILE NAME:
MARK
DWG. SIZE:
CONTRACT NUMBER:
SHEET NUMBER
BY
DESCRIPTION
ACTION
30"X42"
ISSUE/SUBMITTAL DATE:
U.S. ARMY CORPS OF ENGINEERS
DISTRICT
DWN BY:
REVIEWED BY:
DES BY:
PLOT SCALE:
CKD BY:
NTS
DAN
GMG
ADD
ADD
-
-
-
-
PHILADELPHIA
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
95% - 12 SEPT 2024
C-408 TYPICAL SECTION.dwg
-
TYPICAL SECTION - VEHICLE CROSSOVER
INITIAL CONSTRUCTION
BEACH NOURISHMENT
CAPE MAY COUNTY, NEW JERSEY
HEREFORD INLET TO CAPE MAY INLET
C-408
PHILADELPHIA


3"
3"
10'
℄
9" NJDOT I-5
SOIL AGGREGATE
POST AND RAIL FENCE (TYP)
(SEE SHEET C-501 FOR DETAILS)
FINISH GRADE
OF NEW DUNE
(SLOPE VARIES)
5
1
ADDITIONAL
SANDFILL
SAND FENCE
(SEE NOTE 1)
DUNE PLANTINGS (TYP)
(SEE NOTE 1)
TOE OF
CROSSOVER
BEACHFILL BERM
EXCAVATION
(SEE NOTE 2)
GEOTEXTILE
(SEE NOTE 3)
3"
3"
10'
℄
9" NJDOT I-5
SOIL AGGREGATE
POST AND RAIL FENCE (TYP)
(SEE SHEET C-501 FOR DETAILS)
ADDITIONAL
SANDFILL
FINISH GRADE
OF NEW DUNE
3
1 (TYP)
SANDFILL
DUNE PLANTINGS (TYP)
(SEE NOTE 1)
EXCAVATION
(SEE NOTE 2)
GEOTEXTILE
(SEE NOTE 3)
NOTES:
1.
FOR DUNE PLANTING AND SAND FENCE DETAILS, SEE SHEET C-502.
2.
SEE CONTRACTOR SPECIFICATIONS FOR REQUIREMENTS.
3.
GEOTEXTILE IS TO BE INSTALLED 7"  UP THE SIDES OF THE I-5 MATERIAL.
NTS
1
TYPICAL SECTION - ADA ACCESSIBLE CROSSOVER
1
TYPICAL SECTION - ADA ACCESSIBLE CROSSOVER
NTS
2
TYPICAL SECTION - ADA ACCESSIBLE CROSSOVER
2
TYPICAL SECTION - ADA ACCESSIBLE CROSSOVER
1
D
2
3
C
4
5
A
B
1
2
3
4
5
®
US Army Corps
of Engineers
DISTRICT
DATE
SOLICITATION NUMBER:
FILE NAME:
MARK
DWG. SIZE:
CONTRACT NUMBER:
SHEET NUMBER
BY
DESCRIPTION
ACTION
30"X42"
ISSUE/SUBMITTAL DATE:
U.S. ARMY CORPS OF ENGINEERS
DISTRICT
DWN BY:
REVIEWED BY:
DES BY:
PLOT SCALE:
CKD BY:
NTS
DAN
GMG
ADD
ADD
-
-
-
-
PHILADELPHIA
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
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95% - 12 SEPT 2024
C-409 TYPICAL SECTION - ADA CROSSOVER.dwg
-
TYPICAL SECTION - ADA CROSSOVER
INITIAL CONSTRUCTION
BEACH NOURISHMENT
CAPE MAY COUNTY, NEW JERSEY
HEREFORD INLET TO CAPE MAY INLET
C-409
PHILADELPHIA


10' C-C MAX. (TYP)
3'
4'
VARIES-6" MAX.
(TYP)
3"± (TYP)
℄ POST
℄ POST
SPILT WOOD RAIL
EXISTING
GROUND
WOOD POST (TYP)
VARIES
2" MIN
(TYP)
3"±
5" RADIUS OF ℄
SPLIT POST (TYP)
SPLIT RAIL
SPLIT POST
(TYP)
CUT END OF RAIL VERTICALLY
TO FORM BLUNT END
1'
(TYP)
EDGE OF CROSSOVER
SOIL AGGREGATE
NOTE:
DETAIL IS SAME
FOR INTERIOR AND
EXTERIOR POSTS.
3'-0"
10"±
5"±
5"±
6"±
℄ POST
4
C-501
WOOD POST
EXISTING
GROUND
212"± WIDTH OF HOLE
(CENTERED ON POST)
℄ POST
FRONT VIEW
VIEW A-A
4"±
4"
(TYP)
3"±
3"±
6"±
2"±
1"
(TYP)
3"±
℄ POST
A
A
GALV STEEL NO. 10
GAGE "U" STAPLE
LC 
LC 
SLOPE VARIES - 12H:1V (MAX)
2" x 4"
BLOCKING
(TYP)
LC 
2" x 6"
WOOD
TOE RAIL
4'-0" (MIN)
2'-10"
3'-6 12"
3'-0"
SPACING (TYP)
6'-0"
SPACING (TYP)
10
C-501
2" x 6"
COMPOSITE
SIDE RAIL
2" x 6"
COMPOSITE
TOP RAIL
GRAB
RAIL
VARIES
8" MIN
JOINT
SPLICE
(TYP)
4" x 4" TREATED
WOOD POST (TYP)
GRAB RAIL
MOUNTING
BRACKET
(TYP)
3"
9" NJDOT I-5
SOIL AGGREGATE
(SEE NOTE 2)
4" x 4" TREATED WOOD
POST @ 6' C-C MAX (TYP)
7
C-501
2" x 6" TREATED
WOOD TOE RAIL
3'-6 12"
2" x 6" TREATED
WOOD TOE RAIL
12" x 6" GALV CARRIAGE
BOLT W/ FLAT WASHER
AND HEX NUT (TYP)
2'-10" (MIN.)
(TO TOP OF GRAB RAIL)
EXISTING GROUND
4" x 4" TREATED
WOOD POST
GRAB RAIL
(ROUND ALUMINUM,
REINFORCED VINYL,
PVC TUBING, OR
APPROVED EQUAL.
RAIL DIAMETER -
114" MIN. TO 2" MAX
(SEE NOTE 1)
GALV. STAMPED STEEL
GRAB RAIL MOUNTING
BRACKET (t = 
316" MIN)
12"Ø x 5" GALV STEEL
 HEX HEAD BOLT W/ FLAT
WASHERS (2 EACH)
AND HEX NUT
112" MIN
138"
MIN
112" MIN.
2" x 6" COMPOSITE
TOP RAIL
12" x 6" GALV. CARRIAGE
BOLT W/ FLAT WASHER
AND HEX NUT (TYP)
2-3" PAN HEAD
POLYMER COATED
DECK SCREWS
(TYP AT 4X4 POSTS)
2" x 6" COMPOSITE
SIDE RAIL
3" DIA.
BASE
2" x 6" SIDE RAIL (TYP)
12" x 6" GALV STEEL CARRIAGE BOLT
W/ FLAT WASHER AND HEX NUT (TYP)
INSIDE OF SIDE RAIL
4" x 4"
TREATED
WOOD POST
BEVEL SIDE RAIL
NOTE:
1. TOP RAIL NOT SHOWN FOR CLARITY.
OBT
US
E
 A
NG
L
E  
-
 V
AR I
E
S
INSIDE OF SIDE RAIL
12" x 6"  GALV STEEL CARRIAGE BOLT
W/ FLAT WASHER AND HEX NUT (TYP)
4" x 4" TREATED
WOOD POST
4" x 4" POST
2" x 6" SIDE (TYP)
BEVEL SIDE RAIL
NOTE:
1. TOP RAIL AND GRAB RAIL NOT SHOWN
  FOR CLARITY.
ACUT
E A
NGL
E -  
VARI
ES
12
1
2" x 6" COMPOSITE SIDE RAIL
2- 12" x 6" CARRIAGE BOLTS
W/ FLAT WASHER AND HEX NUT (TYP)
BEVEL AS REQUIRED
4-3" PAN HEAD
POLYMER COATED
DECK SCREWS
2" x 6" COMPOSITE TOP RAIL
4" x 4" POST
2" x 6" COMPOSITE TOP RAIL
NOTES:
1. THE DIMENSION MAY VARY, BUT 1
1
2" MINIMUM CLEAR IS REQUIRED BETWEEN THE O.D. OF
THE GRAB RAIL AND FACE OF POST TO MEET ADA REQUIREMENTS.
2. CROSSOVER SURFACE MAY BE I-5 SOIL AGGREGATE OR STABILIZATION MAT. SEE
CROSSOVER SCHEDULE ON SHEET C-401.
NTS
1
DETAIL - SPLIT RAIL FENCE
1
DETAIL - SPLIT RAIL FENCE
NTS
2
DETAIL - SPLIT RAIL FENCE POST AT ANGLE POINT
2
DETAIL - SPLIT RAIL FENCE POST AT ANGLE POINT
NTS
3
ELEVATION - SPLIT RAIL FENCE
3
ELEVATION - SPLIT RAIL FENCE
NTS
4
DETAIL - TOP OF SPLIT RAIL FENCE POST TAPER
4
DETAIL - TOP OF SPLIT RAIL FENCE POST TAPER
NTS
5
ELEVATION - POST AND RAIL FENCE
5
ELEVATION - POST AND RAIL FENCE
NTS
6
DETAIL - POST AND RAIL FENCE
6
DETAIL - POST AND RAIL FENCE
NTS
7
DETAIL - GRAB RAIL MOUNTING BRACKET TO POST
7
DETAIL - GRAB RAIL MOUNTING BRACKET TO POST
NTS
8
DETAIL - POST AND RAIL FENCE RAILING WITH OBTUSE ANGLE
8
DETAIL - POST AND RAIL FENCE RAILING WITH OBTUSE ANGLE
NTS
9
DETAIL - POST AND RAIL FENCE RAILING WITH ACUTE ANGLE
9
DETAIL - POST AND RAIL FENCE RAILING WITH ACUTE ANGLE
NTS
10
DETAIL - POST AND RAIL FENCE RAIL SPLICE
10
DETAIL - POST AND RAIL FENCE RAIL SPLICE
1
D
2
3
C
4
5
A
B
1
2
3
4
5
®
US Army Corps
of Engineers
DISTRICT
DATE
SOLICITATION NUMBER:
FILE NAME:
MARK
DWG. SIZE:
CONTRACT NUMBER:
SHEET NUMBER
BY
DESCRIPTION
ACTION
30"X42"
ISSUE/SUBMITTAL DATE:
U.S. ARMY CORPS OF ENGINEERS
DISTRICT
DWN BY:
REVIEWED BY:
DES BY:
PLOT SCALE:
CKD BY:
NTS
DAN
GMG
ADD
ADD
-
-
-
-
PHILADELPHIA
-
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95% - 12 SEPT 2024
C-501 DETAILS - FENCE.dwg
-
DETAILS - FENCE
INITIAL CONSTRUCTION
BEACH NOURISHMENT
CAPE MAY COUNTY, NEW JERSEY
HEREFORD INLET TO CAPE MAY INLET
C-501
PHILADELPHIA


ELEV +16.0
TO OCEAN
25'
℄ DUNE
NOTE:
1. IN AREAS OF EXISTING DUNES, FULL DUNE CONSTRUCTION
  SHOWN HERE MAY NOT BE REQUIRED. SEE BEACHFILL CROSS
  SECTION SHEETS. PLANTING IS REQUIRED ON EXISTING
  DUNES TO REACH A SPACING OF 24" C-C.
2. DUNE EMBANKMENT WIDTH VARIES TOE-TO-TOE.
SEAWARD TOE OF DUNE
ELEV +6.5
5
1
EXISTING GROUND
(ELEV. VARIES)
DUNE EMBANKMENT
(SEE NOTE 2)
MATCH EXISTING GRADE
(SEE NOTE 1)
EXISTING GROUND
(ELEV. VARIES)
LANDWARD
TOE OF DUNE
SAND FENCE
3
C-502
BEACHFILL BERM
2
C-502
W (SEE NOTE 1)
2/3 W
SPARTINA PATENS-SALT MEADOW CORDGRASS SPACING
CAPE AMERICAN BEACH GRASS - 18" SPACING C-C
CAPE AMERICAN BEACH GRASS - 24" SPACING C-C
5
1
SAND FENCE
10' FROM CREST
PANIC GRASS
24"
(TYP)
24"
(TYP)
12"
STAGGER
9'
(TYP)
9'
(TYP)
LANDWARD FACE OF DUNE
SPARTINA PATENS (TYP)
PLANTED IN CLUSTERS AT 18" ON CENTER ON LANDWARD SIDE OF DUNE.
SEE TYPICAL BEACHFILL DUNE SECTION, THIS SHEET FOR PLANTING AREA.
CLUSTER SHALL CONSIST OF 5 PLANTS PLANTED AT 18' ON CENTER.
PLANT SUCCESSIVE ROWS STAGGERED AT 9' SPACING. SEE SPECIFICATIONS FOR MORE INFORMATION.
AMERICAN BEACH GRASS
LANDWARD TOE
OF DUNE
9'
(TYP)
FINISH GRADE
ATTACH SAND FENCE TO POST WITH 14 GAUGE MIN. GAL
WIRE TIES
4'-0" MIN.
112" x 38" SLATS (214" ±14" GAP BETWEEN SLATS)
FIVE ROWS - 12.5 GAUGE MIN. GALVANIZED WIRES (FRON
AND BACK) - TWISTED BETWEEN SLATS
(SEE NOTE 1)
4'-0"
3"Ø MIN. ROUND POST
@ 10' C-C MAX.
8'-0" LONG WOOD POST
MINIMUM
NOTE:
1. NOT LESS THAN TWO (2) THREE HUNDRED SIXTY
  DEGREE TWISTS OF WIRE IN THE WEAVE BETWEEN
  SLATS.
18"
(TYP)
18"
(TYP)
9"
STAGGER
SEAWARD FACE OF DUNE
AMERICAN BEACH GRASS
FINISH GRADE
16"-18" PLANT HEIGHT
8"
DUNE GRASS
FINISH GRADE
14"-16" PLANT HEIGHT
4"-6" MIN.
NTS
1
DETAIL - DUNE PLANTING
1
DETAIL - DUNE PLANTING
NTS
2
DETAIL - LANDWARD FACE OF DUNE GRASS PLANTING LAYOUT
2
DETAIL - LANDWARD FACE OF DUNE GRASS PLANTING LAYOUT
NTS
3
DETAIL - SAND FENCE WITH POST
3
DETAIL - SAND FENCE WITH POST
NTS
4
DETAIL - SEAWARD FACE OF DUNE PLANTING LAYOUT
4
DETAIL - SEAWARD FACE OF DUNE PLANTING LAYOUT
NTS
5
DETAIL - CAPE AMERICAN BEACH GRASS
5
DETAIL - CAPE AMERICAN BEACH GRASS
NTS
6
DETAIL - SPARTINA PATENS-SALT MEADOW CORDGRASS
6
DETAIL - SPARTINA PATENS-SALT MEADOW CORDGRASS
1
D
2
3
C
4
5
A
B
1
2
3
4
5
®
US Army Corps
of Engineers
DISTRICT
DATE
SOLICITATION NUMBER:
FILE NAME:
MARK
DWG. SIZE:
CONTRACT NUMBER:
SHEET NUMBER
BY
DESCRIPTION
ACTION
30"X42"
ISSUE/SUBMITTAL DATE:
U.S. ARMY CORPS OF ENGINEERS
DISTRICT
DWN BY:
REVIEWED BY:
DES BY:
PLOT SCALE:
CKD BY:
AS SHOWN
DAN
GMG
ADD
ADD
-
-
-
-
PHILADELPHIA
-
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95% - 12 SEPT 2024
C-502 DETAILS.dwg
-
DETAILS - DUNE PLANTING AND SAND FENCE
INITIAL CONSTRUCTION
BEACH NOURISHMENT
CAPE MAY COUNTY, NEW JERSEY
HEREFORD INLET TO CAPE MAY INLET
C-502
PHILADELPHIA


3" (TYP)
TIMBER PILE (TYP) - MIN 50.3"
CIRCUMFERENCE & MIN 50'
INSTALLED LENGTH
DIP
3" (TYP)
17" (TYP)
6" x 10" SIDE CRIB (TYP)
2" NOTCH CUT
(TYP, SEE NOTE 5)
3" NOTCH CUT
(TYP, SEE NOTE 5)
8" x 16" TOP
TIMBER CRIBBING TYP BOTH
SIDES
1"Ø HOT DIPPED GALV THRU
BOLTS, LOCK NUTS & OGEE
WASHERS  (TYP)
4"
(TYP)
10"(TYP)
6" x 12" TIMBER STRUT
1"Ø HOT DIPPED GALV THRU
BOLTS, LOCK NUTS & OGEE
WASHERS (TYP)
3
C-503
5
C-503
4"
(TYP)
6" x 16" x 32"
BLOCK
(TIGHT FIT IN
BEARING)
1"Ø x 20"L DRIFT
PIN
8" x 16" BOTTOM TIMBER
CRIBBING TYP BOTH
SIDES
5.5"
5"
5.5"
5.5"
5"
5.5"
SEE NOTE 5
℄ DIP
10" x 18" TOP
TIMBER CRIBBING
TYP BOTH SIDES
PIPE JOINT
16" x 12" x LENGTH = Ø PILE TIMBER
SPACER BLOCK (TOP & BOTTOM)
8" x 12" SIDE CRIB (TYP)
TIMBER PILE (TYP) - MIN
50.3" CIRCUMFERENCE &
MIN 50' INSTALLED LENGTH
1" Ø HOT DIPPED GALV
THRU BOLTS, LOCK NUTS
& OGEE WASHERS (TYP)
4" (TYP)
5" (TYP)
5" (TYP)
4" (TYP)
3" (TYP)
4" (TYP)
5" (TYP)
5" (TYP)
4" (TYP)
3
C-503
5"
3"
5"
4"
5"
3"
5"
4"
3"
3" NOTCH
CUT (TYP,
SEE NOTE 6)
3" NOTCH CUT
(TYP, SEE NOTE 6)
4" NOTCH
CUT (TYP,
SEE NOTE 6)
8" (TYP)
10" x 18" TOP
AND BOTTOM
TIMBER CRIBBING
TYP BOTH SIDES
TIMBER PILE (TYP) - MIN
50.3" CIRCUMFERENCE &
MIN 50' INSTALLED LENGTH
1" Ø HOT DIPPED GALV THRU
BOLTS, LOCK NUTS & OGEE
WASHERS (TYP)
8" x 12" SIDE CRIB (TYP)
DIP
6" (TYP)
INSTALLED TO TIP
ELEVATION -47.5
4" (TYP)
5" (TYP)
5" (TYP)
4" (TYP)
4" (TYP)
5" (TYP)
4" (TYP)
2" (TYP)
VARIES
BEACHFILL
TEMPLATE
17"
4
C-503
4" NOTCH CUT
(TYP, SEE NOTE 6)
3" NOTCH CUT
(TYP, SEE NOTE 6)
3" NOTCH CUT
(TYP, SEE NOTE 6)
5.5" (TYP)
5" (TYP)
5.5" (TYP)
3" (TYP)
5" (TYP)
4" (TYP)
5" (TYP)
4" (TYP)
5" (TYP)
3" (TYP)
2"
10" x 18" TOP
TIMBER CRIBBING
TYP BOTH SIDES
8" x 12" TIMBER
STRUT (TYP)
(SEE NOTE 8)
12" x 16" TIMBER BRACE (TYP.)
1"Ø HOT DIPPED GALV
 THRU
BOLTS, LOCK NUTS & OGEE
WASHERS (TYP)
DIP
10" x 18" BOTTOM TIMBER
CRIBBING TYP. BOTH SIDES
1" Ø HOT DIPPED GALV THRU
BOLTS, LOCK NUTS & OGEE
WASHERS (TYP)
TIMBER PILE (TYP) - MIN
50.3" CIRCUMFERENCE & MIN
50' INSTALLED LENGTH
8" x 12" SIDE
CRIB (TYP)
12" WIDE TIMBER SHIM (FIELD
CUT TO FIT PILE BATTER (TYP)
(SEE NOTE 7)
1"Ø HOT DIPPED GALV
 THRU
BOLTS, OGEE WASHER &
SQUARE BEVELED WASHER
AND LOCK NUT
TIMBER BRACE SHALL BE
CUT TO MEET FLUSH WITH
TOP TIMBER CRIBBING (TYP)
1" (TYP)
4" (TYP)
5" (TYP)
3" (TYP)
3" (TYP)
5" (TYP)
4" (TYP)
℄ DIP
OCEAN
24"
8" x 12" TIMBER STRUT (TYP)
(SEE NOTE 8)
DIP MECHANICAL JOINT
RESTRAINT, WEDGE TYPE
10" x 18" TOP
TIMBER CRIBBING
TYP BOTH SIDES
TIMBER PILE (TYP) - MIN
50.3" CIRCUMFERENCE & MIN
50' INSTALLED LENGTH
12" x 16" TIMBER BRACE (TYP.)
8" x 12" SIDE CRIB (TYP)
16" x 12" x LENGTH = Ø PILE TIMBER
SPACER BLOCK (TOP & BOTTOM)
1" Ø HOT DIPPED GALV THRU
BOLTS, LOCK NUTS & OGEE
WASHERS (TYP)
3" (TYP)
3" (TYP)
4" (TYP)
8" x 12" TIMBER STRUT
1"Ø HOT DIPPED GALV THRU
BOLTS, OGEE WASHERS AND
SQUARE BEVELED WASHER
AND NUTS (TYP)
10" x 18" TOP
TIMBER CRIBBING
TOP OF PROPOSED
OUTFALL PIPE
TIMBER PILE (TYP) - MIN
50.3" CIRCUMFERENCE &
MIN 50' INSTALLED LENGTH
NTS
6
DETAIL - 48 INCHES DIA. PIPE SUPPORT SYSTEM UNDER DUNE (TYPE C)
6
DETAIL - 48 INCHES DIA. PIPE SUPPORT SYSTEM UNDER DUNE (TYPE C)
1
D
2
3
C
4
5
A
B
1
2
3
4
5
®
US Army Corps
of Engineers
DISTRICT
DATE
SOLICITATION NUMBER:
FILE NAME:
MARK
DWG. SIZE:
CONTRACT NUMBER:
SHEET NUMBER
BY
DESCRIPTION
ACTION
30"X42"
ISSUE/SUBMITTAL DATE:
U.S. ARMY CORPS OF ENGINEERS
DISTRICT
DWN BY:
REVIEWED BY:
DES BY:
PLOT SCALE:
CKD BY:
-
DAN
GMG
ADD
ADD
-
-
-
-
PHILADELPHIA
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
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95% - 12 SEPT 2024
C-503 DETAILS - OUTFALL.dwg
-
DETAILS - OUTFALL
INITIAL CONSTRUCTION
BEACH NOURISHMENT
CAPE MAY COUNTY, NEW JERSEY
HEREFORD INLET TO CAPE MAY INLET
C-503
PHILADELPHIA
NTS
4
SECTION - 48 INCH
4
SECTION - 48 INCH
NOTES:
1. FOR GENERAL NOTES AND LEGEND, SEE SHEET 
G-001.
2. ALL NEW PILES SHALL BE MIN CIRCUMFERENCE OF 50.3" AND MIN 50' INSTALLED LENGTH.
3. ALL DIP PIPE DIAMETERS REFER TO INNER PIPE DIMENSIONS.
4. LENGTH OF ALL BOLTS SHALL BE SIZED SUCH THAT NO MORE THAN 1" OF BOLT PROTRUDES BEYOND NUTS.  SEE
SPECIFICATIONS FOR ADDITIONAL DETAILS.
5. THE NEW PILES SHALL BE SPACED TO ENSURE THAT THE PIPE JOINTS ARE LOCATED WITHIN THE PILE BENT SYSTEM. THE O.D.
OF THE PIPE BELL SHALL BE PLACED IN CONTACT WITH THE SEAWARD MOST TIMBER CRIBBING MEMBERS OF EACH PILE
BENT.
6. CUT NOTCH TO FIT EXACT CIRCUMFERENCE OF PIPE (SEE CONTRACT SPECIFICATIONS).
7. THE THICKNESS OF THE SHIM AT THE THINNEST END SHALL NOT BE LESS THAN 1".
8. THE TIMBER STRUTS SHALL BE SPLICED BETWEEN PILE BENTS. THE MINIMUM DISTANCE OF SPLICE SHALL BE 2.5' FROM THE
O.D. OF THE PILE.  SEE SPECIFICATIONS FOR STRUT SPLICE REQUIREMENTS.
9. ALL THE TIMBER DIMENSIONS SHOWN ARE ROUGH CUT AND TIMBERS SHALL BE PROVIDED TO MATCH THE ROUGH CUT
DIMENSIONS.
10. ALL BOLTS SHALL HAVE LOCK NUTS INSTALLED.
11. MAINTAIN FLOW THROUGH ALL MODIFIED OUTFALL STRUCTURES WITHIN PROJECT LIMITS FOR THE ENTIRE CONTRACT
DURATION. THIS INCLUDES, BUT IS NOT LIMITED TO, PERIODICALLY EXCAVATING OUTFALL DISCHARGES THAT BECOME
COVERED WITH FILL. DO NOT DAMAGE EXISTING OUTFALL DRAINAGE FEATURES SHOWN ON THE DRAWINGS. DAMAGES
CAUSED DURING CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL COST TO THE
GOVERNMENT.
12. THE DIP MECHANICAL JOINT RESTRAINT (WEDGE TYPE) SHALL BE INSTALLED ON THE LANDWARD SIDE OF BOTH THE
SEAWARD MOST PIPE SUPPORT STRUCTURE AND  LANDWARD MOST PIPE SUPPORT STRUCTURE CONSTRUCTED FOR EACH
OUTFALL.
13. REMOVE EXISTING PILE BENTS AS SHOWN ON SHEET 
C-101 AND BEGIN NEW PIPE SUPPORT SYSTEM AT THIS LOCATION,
UNLESS OTHERWISE DIRECTED BY THE COR.
14. THE SEAWARD MOST PILES SHALL EXTEND VERTICALLY A MINIMUM OF TWO (2) FEET ABOVE  MEAN HIGH WATER.
15. BOLT HOLES SHALL BE A MAXIMUM OF 1/16" LARGER THAN THE BOLT DIAMETER. OVER-SIZING/OVER-DRILLING FOR JOINT
FITMENT IS NOT PERMITTED.
NTS
5
SECTION - 48 INCHES
5
SECTION - 48 INCHES
NTS
3
SECTION - 24 INCH
3
SECTION - 24 INCH
NTS
1
DETAIL - 24 INCH DIA. PIPE SUPPORT SYSTEM (TYPE A)
1
DETAIL - 24 INCH DIA. PIPE SUPPORT SYSTEM (TYPE A)
NTS
2
DETAIL - 48 INCH DIA. PIPE SUPPORT SYSTEM (TYPE B)
2
DETAIL - 48 INCH DIA. PIPE SUPPORT SYSTEM (TYPE B)


104°30'
5'
5'
2'
2'
9.7±
9.7±
EDGE OF NJDOT I-5 SOIL
AGGREGATE
℄ OF DUNE CROSSOVER
LANDING
5'
5'
℄
LANDING
8.2'±
5'
5'
5'
5'
10'
49°12'
1.5'
1.5'
EDGE OF NJDOT I-5 SOIL AGGREGATE OR
ADA STABILIZATION MAT
8.2'±
℄ OF DUNE CROSSOVER
℄
1
3 MAX
OUTFALL CONSTRUCTION ZONE - 75'
20' MAX.
OUTFALL CONSTRUCTION ZONE - 75'
℄
2'
EXIST. GROUND
OUTFALL PIPE
INVERT
LIMIT OF CUT FOR
INSTALLATION OF
PILE BENTS
 BORROW
AREA C
LIMITS
 BORROW
AREA A
LIMITS
MLW ELEV. -2.46
MHW ELEV. +1.59
INSTALL PILES BENTS
BETWEEN EXIST. BENTS
EXIST. 20' PILE
BENT (TYP)
BORROW AREA
B LIMIT
BORROW AREA
C LIMIT
EXIST. GROUND
PILE BENT INSTALLED
TO TIP ELEVATION -47.5
(TYP) (SEE NOTE 2)
BORROW AREA
A LIMIT
75'
2'
OUTFALL PIPE
 BORROW
AREA B
LIMITS
TEMP.
EXCAVATION
(SLOPE = 3:1)
MAXIMUM ALLOWABLE DEPTH OF EXCAVATION
ELEV. -8.0
MAXIMUM OVERDEPTH
 ELEV. -9.0
OUTFALL PROTECTION ZONE - 50'
(SEE NOTE 3)
OUTFALL PROTECTION ZONE - 50'
(SEE NOTE 3)
℄
2'
OUTFALL PIPE
INVERT
ELEV. 
ELEV. 
LIMIT OF ANGLE OF REPOSE
ADJACENT TO OUTFALL
1
D
2
3
C
4
5
A
B
1
2
3
4
5
®
US Army Corps
of Engineers
DISTRICT
DATE
SOLICITATION NUMBER:
FILE NAME:
MARK
DWG. SIZE:
CONTRACT NUMBER:
SHEET NUMBER
BY
DESCRIPTION
ACTION
30"X42"
ISSUE/SUBMITTAL DATE:
U.S. ARMY CORPS OF ENGINEERS
DISTRICT
DWN BY:
REVIEWED BY:
DES BY:
PLOT SCALE:
CKD BY:
-
DAN
GMG
ADD
ADD
-
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-
PHILADELPHIA
-
-
-
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95% - 12 SEPT 2024
C-504 DETAILS - MISC..dwg
-
DETAILS - MISC.
INITIAL CONSTRUCTION
BEACH NOURISHMENT
CAPE MAY COUNTY, NEW JERSEY
HEREFORD INLET TO CAPE MAY INLET
C-504
PHILADELPHIA
NTS
1
DETAIL - ADA CROSSOVER ANGLED CORNER
1
DETAIL - ADA CROSSOVER ANGLED CORNER
NTS
2
DETAIL - ADA CROSSOVER SWITCHBACK
2
DETAIL - ADA CROSSOVER SWITCHBACK
NOTES:
1. FOR GENERAL NOTES AND LEGEND, SEE SHEET 
G-003.
2. FOR PILE BENT QUANTITIES OF EACH OUTFALL, SEE SHEETS 
C-105 TO C-108 AND SHEETS C-310 TO C-313.
3. NO MECHANICAL EQUIPMENT TO BE USED ADJACENT TO OUTFALL PIPE STRUCTURE.
NTS
4
DETAIL - OUTFALL CONSTRUCTION
4
DETAIL - OUTFALL CONSTRUCTION
3
PROFILE - OUTFALL CONSTRUCTION AND PROTECTION
3
PROFILE - OUTFALL CONSTRUCTION AND PROTECTION
NTS
5
DETAIL - OUTFALL PROTECTION
5
DETAIL - OUTFALL PROTECTION


1000' ACTIVE WORK ZONE
WIDTH OF
BORROW AREA
(VARIES)
BEACH OPEN TO THE PUBLIC (UNWORKED BORROW AREA)
BEACH OPEN TO THE PUBLIC (UNWORKED BORROW AREA)
TAPER TO EXISTING AT
30H:1V MAX (ABOVE MLW),
10H:1V MAX. (BELOW MLW)
LANDWARD
SEAWARD
WORK PROGRESSES IN THIS DIRECTION
WORKED BERM EDGE
EXISTING BERM EDGE
500' MONITORING ZONE
1000' ACTIVE WORK ZONE
WIDTH OF
BORROW AREA
(VARIES)
BEACH OPEN TO THE PUBLIC (UNWORKED BORROW AREA)
BEACH OPEN TO THE PUBLIC (UNWORKED BORROW AREA)
TAPER TO EXISTING AT
30H:1V MAX (ABOVE MLW),
10H:1V MAX. (BELOW MLW)
LANDWARD
SEAWARD
WORK PROGRESSES IN THIS DIRECTION
LEADING EDGE
WORKED BERM EDGE
EXISTING BERM EDGE
500' MONITORING ZONE
WORKED BORROW AREA (OPEN TO THE PUBLIC)
WIDTH OF
BORROW AREA
(VARIES)
BEACH OPEN TO THE PUBLIC (UNWORKED BORROW AREA)
BEACH OPEN TO THE PUBLIC (UNWORKED BORROW AREA)
TAPER TO EXISTING AT
30H:1V MAX (ABOVE MLW),
10H:1V MAX. (BELOW MLW)
LANDWARD
SEAWARD
WORK PROGRESSES IN THIS DIRECTION
LEADING EDGE
TAPER TO EXISTING AT
30H:1V MAX (ABOVE MLW),
10H:1V MAX. (BELOW MLW)
FINAL EDGE TAPER
WORKED BERM EDGE
EXISTING BERM EDGE
NTS
1
PLAN - BORROW AREA (INITIAL 1000-FOOT ZONE)
NTS
2
PLAN - BORROW AREA WITH MONITORING ZONE
NTS
3
PLAN - BORROW AREA RETURNED TO PUBLIC USE
NOTES:
1. FOR GENERAL NOTES AND LEGEND, SEE SHEET 
C-001.
2. DIRECTION OF WORK AS SHOWN IS INTENDED TO CONVEY RELATIONSHIP BETWEEN ACTIVE WORK ZONE, MONITORING ZONE,
AND NON-WORK ZONES. IF WORK PROCEEDS IN OTHER DIRECTION, ZONES WILL ALSO BE ORDERED IN OTHER DIRECTION.
3. DETAIL 3 SHALL BE USED AT END OF WORK OR ANYWHERE THAT WORK WILL NO LONGER PROCEED IN A GIVEN DIRECTION,
E.G. IF CONTRACTOR CHANGES DIRECTION OF BORROW.
1
D
2
3
C
4
5
A
B
1
2
3
4
5
®
US Army Corps
of Engineers
DISTRICT
DATE
SOLICITATION NUMBER:
FILE NAME:
MARK
DWG. SIZE:
CONTRACT NUMBER:
SHEET NUMBER
BY
DESCRIPTION
ACTION
30"X42"
ISSUE/SUBMITTAL DATE:
U.S. ARMY CORPS OF ENGINEERS
DISTRICT
DWN BY:
REVIEWED BY:
DES BY:
PLOT SCALE:
CKD BY:
PHILADELPHIA
C-505
HEREFORD INLET TO CAPE MAY INLET
CAPE MAY COUNTY, NEW JERSEY
BEACH NOURISHMENT
INITIAL CONSTRUCTION
DETAILS - BORROW AREA DREDGING
-
C-505 DETAILS - BORROW AREA DREDGING.dwg
95% - 12 SEPT 2024
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PHILADELPHIA
-
-
-
-
ADD
ADD
GMG
DAN
-


REFERENCE DRWAING NOT FOR CONSTRUCTION


REFERENCE DRWAING NOT FOR CONSTRUCTION


REFERENCE DRWAING NOT FOR CONSTRUCTION


CITY OF NORTH WILDWOOD
SEAPORT PIER 
van note-harvey associates, inc.
consulting engineers, planners & land surveyors
103 College Road East ● Princeton, NJ 08540 ● 609-987-2323
211  Bayberry Drive ● Cape May Court House, NJ 08210 ● 609-465-2600
van note-harvey associates
- Since 1894 -
www.vannoteharvey.com
Certificate of Authorization
No. 24GA28271300
RALPH PETRELLA, JR.
INSET "A"
SCALE 1"=20'
INSET "B"
SITE
KEY MAP
ZONE OC
LEGEND
SCALE 1"=20'
SEE NOTE 1 (C)
REFERENCE DRWAING NOT FOR CONSTRUCTION


REFERENCE DRWAING NOT FOR CONSTRUCTION


(30')
G
l Plan.pdf
BOARDWALK
MOREY'S PIER
ENTRANCE
84
85
86
87
88
89
90
91
92
93
PROPOSED
VEHICLE RAMP
(BY OTHERS)
PROPOSED PEDESTRIAN
WALKWAY (BY OTHERS)
LIGHT POLE
LOCATION
LIGHT POLE
LOCATION
DELETE PROPOSED
STAIRS, THIS LOC.
5.78*
LIGHT POLE
LOCATION
RESTORATION
DETAILS OF THIS
AREA TO FOLLOW
EXISTING RAMP TO BE
REMOVED BY CITY
CONSTRUCT NEW ADA
COMPLIANT RAMP AND STAIRS
CONSTRUCT 10'-0"± CONC.
SIDEWALK W/ 6" TURNDOWN
ALL AROUND, 4,000PSI, 6"
THICK CONC. SIDEWALK W/ #4
@ 12" C.C. MID-DEPTH
5.58**
7'-0"
LANDING
30'-0" (1:12 RUNNING SLOPE)
5'-0"
LANDING
30'-0" (1:12 RUNNING SLOPE)
72'-0"
13'-9"± STAIRS
7'-3"±
LANDING
(EL. 14.75±)
5'-0"
LANDING
14'-0"± (1:12
RUNNING
SLOPE)
30'-0" (1:12 RUNNING SLOPE)
14'-0" LANDING
6" GAP
5.38
5.38
5.78
5.98
5.78*
5.68**
8.38
8.48
13.48
13.58
10.98
10.98
POUR SIDEWALK
AFTER TUNNEL
CONSTRUCTION
2%
TOP OF SIDEWALK TO BE
ADJUSTED AS REQUIRED TO MEET
PROPOSED SIDEWALK AT BASE OF
RAMP/STAIRS
5' (±1") FROM NORTH
SIDE OF BOARDWALK
GIRDER TO FIRST RISER
MASSAGE SAND TO
BE FLUSH WITH
TOP OF SIDEWALK
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
PROTECT YOURSELF
Copyright © 2023. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO  DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
S-LAYT
2021\21002353G4\Bridges-Structures\Structures\S-LAYT.dwg\S-02-26th-RAMP          By: ALEX.REINA
REV
DATE
DRAWN BY
DESCRIPTION
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
                 CITY PLANNING COMMISSION
                   _______________________
                  CHAIRMAN
ATTEST:      _______________________
                   _______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C    O    N    S    U    L    T    I    N    G
Engineering
& Design
COLLIERS ENGINEERING & DESIGN CT, P.C.
DOING BUSINESS AS MASER CONSULTING
ENGINEERS AND LAND SURVEYORS PA,
A PROFESSIONAL CORPORATION
BOARDWALK
REHABILITATION:
OAK AVE to 26TH AVE
CITY OF WILDWOOD
PHASE II:
MAPLE± TO 26TH
CITY OF WILDWOOD
CAPE MAY COUNTY
STATE OF NEW JERSEY
AS SHOWN
06/05/22
AEM
RCM
21002353G4
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__________________________
FOR
PTH
RED BANK (Headquarters)
331 Newman Springs Road,
Suite 203
Red Bank, NJ 07701
732.383.1950
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER
CONSULTING
Doing Business as
26TH AVE.
ADA RAMP RELOCATION
RSK-1
10
10
20
SCALE : 1" = 10'
0
Richard C. Maloney
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE39023
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
BEACH SIDE - EAST
N
S
E
W
NORTH
BLOCK LINE
A
B
C
D
BM1
BM2
BM3
BM4
BM5
BM6
BM7
BM8
BM9
BM10
BM11
BEAM LABELS, TYP.
PILE LABELS, TYP.
26TH AVENUE ADA RAMP RELOCATION AT BOARDWALK
GIRDER LABEL
NUMBERS, TYP.
N
S
E
W
NORTH
PLAN NORTH
26TH AVENUE
JUNIPER AVENUE
EXIST. TIMBER POST FENCE
EXIST. CONCRETE SIDEWALK
NOTE:
THE ADA COMPLIANT RAMP SHALL BE CONSTRUCTED SO THAT NO SLOPED RAMP SECTIONS EXCEED 1:12 SLOPE AND
THE RAMP CROSS-SLOPES AND LANDING CROSS-SLOPES AND TRANSVERSE SLOPES DO NOT EXCEED 2% SLOPE. ANY FIELD
ADJUSTMENTS THAT ARE REQUIRED MUST CONSIDER THE ABOVE REQUIREMENTS. COORDINATE WITH THE ENGINEER
ON ANY GRADE CHANGES.
* TOP LANDING TO BOTTOM OF RAMP/STAIRS DESIGNED TO BE 8.97'
PER COLLIERS EXISTING SURVEY'S (NAVD88 DATUM). CONTRACTOR
SHALL FIELD VERIFY TOP OF NEW SIDEWALK AND RAMP/STAIRS
ELEVATION WITH MOREY'S SITE ELEVATIONS. MOREY'S FIELD
ELEVATIONS PER NGVD29. COLLIERS FIELD ELEVATIONS PER NAVD88.
** THESE ELEVATIONS SHOULD PROVIDE 6'-8" MINIMUM CLEARANCE
UNDER THE BOARDWALK BEAM. FIELD VERIFY.
REFERENCE DRWAING NOT FOR CONSTRUCTION


HANDRAILS TO OVERHANG
TOP & BOTTOM LANDINGS
BY 12" MIN. (TYP.)
12" PILE (TYP.)
14'-0"
1'-6"
5'-6"
5'-6"
1'-6"
4'-0"
1'-6"
1'-6"
HANDRAIL (SEE DETAIL)
(CONTRACTOR TO PROVIDE
SHOP DRAWINGS OF RAIL
PRIOR TO CONSTRUCTION)
NOTES:
1.
* INDICATES THAT CONTRACTOR SHALL VERIFY ACTUAL
HEIGHT REQUIRED.
(2) 4x12 GIRDERS (TYP.)
3x10 TIMBER
JOISTS @ 16" C/C
(SEE SECTION)
TIE NEW RAILINGS INTO NEW
BOARDWALK RAILINGS
6"±
EDGE OF BOARDWALK
15T @ 11" =13'-9"
16R @ 6.73"* = 8.97'(8'-115 8")*
7'-3"± LANDING
EL. 14.75±
8"
1'-0"
1'-0"
14'-0"± RAMP
5'-0" LANDING
30'-0" RAMP
7'-0" LANDING
EL. 10.98
1'-0"
1'-0"
14'-0"
14'-0"
1'-0"
1'-0"
1'-0"
RAMP UP
1:12 SLOPE
RAMP UP
1:12 SLOPE
RAMP UP
1:12 SLOPE
7'-0" WIDE
STAIRS
13'-1"
RAMP UP
1:12 SLOPE
1'-0"
1'-0"
14'-0"
14'-0"
5'-0" LANDING
5.78
8.38
8.48
13.58
13.48
12"Ø CCA TIMBER
PILES, 25' LONG
"SIMPSON" TWIST STRAP TYPE
MTS-12 OR EQUAL AT EACH
END OF JOIST (TYP. FOR 2 PER
JOIST) (STAINLESS STEEL)
FINISHED BEACH SAND
ELEVATION
(2) 4x12 GIRDER, 2"
BEARING ON
NOTCHED PILE (TYP.
EA. BENT)
RAMP TURNBACK
3x10 TIMBER JOISTS @ 16"
C/C WITH 2' MIN OVERLAP,
PROVIDE 3x10 BLOCKING
AT JOIST MIDSPANS EVERY
OTHER BAY (TYP.)
(2) 1"Ø HDG THRU
BOLTS EA. PILE TYP.
7'-0" LANDING
30'-0" RAMP
1:12 SLOPE
7'-0"
14'-0"
14'-0"
7'-0"
1'-0"
1'-0"
STAIRS BEYOND
7'-3"± LANDING
14'-0"± RAMP
1:12 SLOPE
5'-0" LANDING
12'-0"
1'-0"
2'-0"
6'-2"
STRINGER SPLICE PER DETAIL
ON BOARDWALK DRAWINGS
4x12 NOTCHED STRINGERS
@ 12" C/C (PROVIDE DOUBLE
STRINGERS AT EACH SIDE OF
STAIRS) DO NOT NOTCH
STRINGERS FOR GIRDERS
STAINLESS STEEL "SIMPSON"
HUC46SSX SLOPED HANGER AT
EVERY STAIR JOIST (PROVIDE
FILLER BLOCK AS REQUIRED
FOR FLUSH MOUNTING)
FINISHED BEACH
SAND ELEVATION
NOTES:
1.
ALL DETAILS ARE THE SAME AS BOARDWALK STAIRS
EXCEPT THE RISE CHANGES PER VIF ELEVATIONS AND
PILES AT BASE OF STAIRS.
2.
PROVIDE 3x10 BLOCKING AT ALL RAILING POST
LOCATIONS.  RAILING NOT SHOWN FOR CLARITY.
ADJACENT
BOARDWALK
PROVIDE MTS12SS STRAP
AT BASE OF STAIRS ON
EACH STRINGER
4,000PSI, 6" THICK CONC.
SIDEWALK W/ #4 @ 12" C.C.
MID-DEPTH AT BASE OF
STAIRS AND RAMP. PROVIDE
TURNDOWN ALL 4 SIDES
13'-2"±
15 TREADS @ 11" = 13'-9"
LANDING
(2) 4x12 GIRDERS,
NOTCH AS REQUIRED
TO FIT STAIR STRINGERS
ADDITIONAL 3x10 END JOIST
AT STAIRS, SEE DETAIL F
THESE 4 PILES MAY BE
SUBSTITUTED WITH 8x8 GIRDERS
AND POSTS SIMILAR TO
BOARDWALK STAIRS DETAIL
112" CL.
3'-6"
3'-0"
112"Ø NOM. ALUMINUM RAIL
(PROVIDE RAMP & STAIR
EXTENSIONS PER ANSI A117.1)
BASE PLATE AND LAG
SCREWS INTO DECKING
NOTE:
ALL DETAILS ARE THE SAME AS BOARDWALK RAILINGS
EXCEPT A HANDRAIL HAS BEEN ADDED. RAILINGS
SHALL MATCH ADJACENT TYPE I RAILINGS.
RAILS AND OTHER ITEMS TO
MATCH BOARDWALK RAILING
WELDED TO EACH POST
6"
1'-0"
6"
1
1
TURN-DOWN ALL 4
SIDES OF SIDEWALK
(2) 1/2"Ø THRU BOLTS (TYP.)
3x10 JOISTS
6x4x14 ANGLE 8" LONG (TYP.)
3x10 END JOIST
(2) 1/2"Ø CARRIAGE
BOLTS (TYP.)
SHEET NUMBER:
SCALE:
PROJECT NUMBER:
DRAWN BY:
DATE:
DRAWING NAME:
CHECKED BY:
SHEET TITLE:
REV
DATE
DRAWN BY
DESCRIPTION
PROTECT YOURSELF
Copyright © 2023. Colliers Engineering & Design All Rights Reserved. This drawing
and all the information contained herein is authorized for use only by the party for
whom the services were contracted or to whom it is certified. This drawing may not
be copied, reused, disclosed, distributed or relied upon for any other purpose
without the express written consent of Colliers Engineering & Design.
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO  DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
S-DTLS
2021\21002353G4\Bridges-Structures\Structures\S-DTLS.dwg\SK-03-DTLS-RAMP          By: AMINENNA
REV
DATE
DRAWN BY
DESCRIPTION
Know what'sbelow.
before you dig.
Call
R
REVIEWED BY:
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
CITY OF PITTSBURGH
DEPARTMENT OF CITY PLANNING
APPROVED: _______________________
                 CITY PLANNING COMMISSION
                   _______________________
                  CHAIRMAN
ATTEST:      _______________________
                   _______________________
SECRETARY
Phone:
Engineering
& Design
www.colliersengineering.com
C    O    N    S    U    L    T    I    N    G
Engineering
& Design
COLLIERS ENGINEERING & DESIGN CT, P.C.
DOING BUSINESS AS MASER CONSULTING
ENGINEERS AND LAND SURVEYORS PA,
A PROFESSIONAL CORPORATION
BOARDWALK
REHABILITATION:
OAK AVE to 26TH AVE
CITY OF WILDWOOD
PHASE II:
MAPLE± TO 26TH
CITY OF WILDWOOD
CAPE MAY COUNTY
STATE OF NEW JERSEY
AS SHOWN
06/05/22
AEM
RCM
21002353G4
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.
.
.
__________________________
FOR
PTH
RED BANK (Headquarters)
331 Newman Springs Road,
Suite 203
Red Bank, NJ 07701
732.383.1950
COLLIERS ENGINEERING & DESIGN, INC.
DOING BUSINESS AS MASER
CONSULTING
Doing Business as
Richard C. Maloney
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE39023
COLLIERS ENGINEERING & DESIGN, INC.
N.J. C.O.A. #: 24GA27986500
SCALE: 14"=1'-0"
PILE LAYOUT
A
PEDESTRIAN BOARDWALK ACCESS
SCALE: 14"=1'-0"
TYPICAL SECTION
B
PEDESTRIAN BEACH ACCESS
SCALE: 12"=1'-0"
TYPICAL SECTION
C
PEDESTRIAN BEACH ACCESS - STAIRS
SCALE: 3 4"=1'-0"
BEACH ACCESS STAIRS
E
HANDRAIL ALONG
SCALE: 1"=1'-0"
CONCRETE SIDEWALK TURNDOWN
D
26TH AVE.
ADA RAMP DETAILS
                    RSK-2
GENERAL NOTES
1.
ALL WORK SHALL BE IN ACCORDANCE WITH THE NEW JERSEY UNIFORM CONSTRUCTION CODE (NJUCC),
BASED ON IBC 2021, WHICH IS THE ADOPTED BUILDING CODE FOR THE PROJECT SITE, AND ITS REFERENCE
DOCUMENT, ASCE 7-16, "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES".
2.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL FEDERAL, STATE, COUNTY &
MUNICIPAL LAWS, ORDINANCES & REGULATIONS. THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION
OPERATIONS IN ACCORDANCE WITH THE HIGH VOLTAGE PROXIMITY ACT, ALL OSHA REQUIREMENTS, AND
THE STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NJ.
3.
CONTRACTOR SHALL REFERENCE "BOARDWALK REHABILITATION: OAK AVE. TO 26TH AVE. FOR CITY OF
WILDWOOD" DATED 06/05/22 AND ASSOCIATED ADDENDUMS FOR ALL ITEMS INCLUDING, BUT NOT
LIMITED TO, CUMARU DECKING, TIMBER PILES, TIMBER FRAMING, STRUCTURAL CONCRETE, CONCRETE
CURING, ALUMINUM RAILINGS, HARDWARE, ETC.
4.
CONTRACTOR SHALL FIELD MEASURE AND VERIFY ALL EXISTING CONDITIONS, ELEVATIONS, ADJACENT
STRUCTURES, ANGLES, DIMENSIONS, ETC. IN FIELD. ANY UNUSUAL CONDITIONS OR DISCREPANCIES SHALL
BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE PURCHASE, FABRICATION, OR
ERECTION OF ANY MATERIALS.
5.
THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO THEIR ORIGINAL CONDITION OR BETTER.
SCALE: 3 4"=1'-0"
TYPICAL END JOIST DETAIL
F
REFERENCE DRWAING NOT FOR CONSTRUCTION


REFERENCE DRWAING NOT FOR CONSTRUCTION


REFERENCE DRWAING NOT FOR CONSTRUCTION


REFERENCE DRWAING NOT FOR CONSTRUCTION


E-3.1
ELECTRICAL DETAILS AND SCHEDULES
E-4.1
CONTROL DIAGRAMS
E-4.2
CONTROL DIAGRAMS
E-4.3
CONTROL DIAGRAMS
PROJECT LOCATION MAP
WILDWOOD SEWER DEPARTMENT
GLENN BALMER
LINCOLN AVENUE AND PARK BOULEVARD
WILDWOOD, NJ 08260
609-522-5718
CITY OF WILDWOOD
CAPE MAY COUNTY, NEW JERSEY
PUBLIC
WORKS:
WATER:
SEWER:
ELECTRIC:
CABLE:
GAS:
TELEPHONE:
WILDWOOD WATER UTILITY
RON GROOKETT
3100 NEW JERSEY AVENUE
WILDWOOD, NJ 08260
609-846-0600
WILDWOOD PUBLIC WORKS DEPARTMENT
CHRISTOPHER D'AMICO
4400 NEW JERSEY AVENUE
WILDWOOD, NJ 08260
609-522-2942
ATLANTIC CITY ELECTRIC COMPANY
ROBERT WOLCOTT JR.
420 ROUTE 9 NORTH
CAPE MAY COURT HOUSE, NJ 08210
609-463-3816
COMCAST CABLE
CHRIS FREEMAN
308 N. RAILROAD AVENUE
RIO GRANDE, NJ 08242
609-579-6270
SOUTH JERSEY GAS COMPANY
JOHN MURPHY
1708 ROUTE 9 NORTH
CAPE MAY COURT HOUSE, NJ 08210
609-465-2900
VERIZON ENGINEERING DEPARTMENT
DAVID LOGAN
10 TANSBORO ROAD, FLOOR 2
BERLIN,  NJ 08009
856-306-8590
1
TITLE SHEET
46 - 52
CONSTRUCTION DETAILS
CAPE MAY COUNTY M.U.A.
THOMAS J. LAROCCO, P.E.
1523 ROUTE 9 NORTH, PO BOX 610
CAPE MAY COURT HOUSE, NJ 08210
609-465-9026
IT IS THE RESPONSIBILITY OF THE CONTRACTOR
TO CONTACT NJ ONE CALL PRIOR TO THE START
OF CONSTRUCTION. CALL FOR MARKOUTS THREE
(3) FULL BUSINESS DAYS IN ADVANCE AND BEGIN
EXCAVATION WITHIN 10 DAYS. ALL CONTRACTORS
ON-SITE MUST HAVE THEIR OWN MARKOUT.
NJDEP FLOOD HAZARD RISK REDUCTION & RESILIENCY
GRANT - STORMWATER PUMP STATION & OUTFALL
SHEET  No. :
CHECKED BY :
DRAWN BY :
DESIGN BY :
JOB No. :
DATE :
SCALE :
G.E.R.
R.A.M.
E.D.J.
No.
CHK
REVISION
DATE
BY
1
REVISED FOR BID
6-12-19
RM ED
T:\DWG\Wildwood\0514U109 - NJDEP FHRRRGP Pacific Avenue Drainage Improvements\Dwg\Pump Station, Outfall, & Ocean Avenue\K-0514U109-01 (Ocean Avenue).dwg  6/20/2019 10:00:27 AM
ALL DOCUMENTS PREPARED BY REMINGTON & VERNICK
ENGINEERS AND AFFILIATES ARE INSTRUMENTS OF
SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT
INTENDED OR REPRESENTED TO BE SUITABLE FOR
REUSE BY OWNER OR OTHERS ON EXTENSIONS OF THE
PROJECT OR ON ANY OTHER PROJECT. ANY REUSE
WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY
REMINGTON & VERNICK ENGINEERS AND AFFILIATES FOR
THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE
TO REMINGTON & VERNICK ENGINEERS AND AFFILIATES;
AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS
REMINGTON & VERNICK ENGINEERS AND AFFILIATES
FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES
A R I S I N G  O U T  O F  O R  R E S U L T I N G  T H E R E F R O M .
P L A N S  W H I C H  D O  N O T  B E A R
A N  E M B O S S E D  S E A L  A R E  N O T  V A L I D .
WEB SITE ADDRESS : WWW.RVE.COM
(609) 522-5150, FAX (609) 522-5313
4907 NEW JERSEY AVENUE
WILDWOOD CITY, NJ  08260
REMINGTON 
& VERNICK
ENGINEERS
Certification of Authorization: 24 GA 28003300
~ENGINEERING EXCELLENCE~
of
4-30-18
05-14-U-109
52
AS NOTED
STATE OF NEW JERSEY
CITY OF WILDWOOD
CAPE MAY COUNTY
NEW JERSEY
NJDEP FLOOD HAZARD RISK REDUCTION & RESILIENCY
GRANT - PACIFIC AVENUE DRAINAGE IMPROVEMENTS
NJ PROFESSIONAL ENGINEER LIC. No. 47002
EDWARD D. DENNIS JR.
DATE:
3
ESTIMATE & DISTRIBUTION OF QUANTITIES
2
LEGEND
4
GENERAL NOTES
5
SITE PLAN
1
TITLE SHEET
6
UTILITY PLAN
44
SOIL EROSION & SEDIMENT CONTROL NOTES
8
OCEAN OUTFALL OVERALL PLAN
S-10
ROOFING PLANS, SECTIONS & DETAILS
S-3
PROPOSED FLOOR PLANS
S-5
PROPOSED SECTIONS
S-4
PROPOSED SECTIONS
S-7
PROPOSED ELEVATIONS
S-6
PROPOSED ELEVATIONS
S-8
SECTIONS & DETAILS
9
OCEAN OUTFALL PLAN VIEWS
10
OCEAN OUTFALL PIPE PROFILE & DETAILS
35 - 43
SOIL EROSION & SEDIMENT CONTROL PLAN
45
SOIL EROSION & SEDIMENT CONTROL DETAILS
S-1
STRUCTURAL COVER SHEET
S-2
PROPOSED FOUNDATION & PILE PLANS
S-9
SECTIONS & DETAILS
E-2.2
ELECTRICAL LIGHTING AND POWER FLOOR PLAN
E-2.3
ELECTRICAL HVAC POWER FLOOR PLAN
E-1.0
ELECTRICAL COVER SHEET
ES-2.1
ELECTRICAL SITE PLAN
7
PARKING LOT STRIPING PLAN
S-11
SECTIONS & DETAILS
11 - 18
OCEAN AVENUE UTILITIES
19 - 26
OCEAN AVENUE PROFILE
27 - 34
OCEAN AVENUE PLAN
REFERENCE DRWAING NOT FOR CONSTRUCTION


SHEET  No. :
CHECKED BY :
DRAWN BY :
DESIGN BY :
JOB No. :
DATE :
SCALE :
G.E.R.
R.A.M.
E.D.J.
No.
CHK
REVISION
DATE
BY
1
REVISED FOR BID
6-12-19
RM ED
T:\DWG\Wildwood\0514U109 - NJDEP FHRRRGP Pacific Avenue Drainage Improvements\Dwg\Pump Station, Outfall, & Ocean Avenue\C-0514U109-OUTFALL (Ocean Avenue).dwg  6/20/2019 10:06:34 AM
ALL DOCUMENTS PREPARED BY REMINGTON & VERNICK
ENGINEERS AND AFFILIATES ARE INSTRUMENTS OF
SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT
INTENDED OR REPRESENTED TO BE SUITABLE FOR
REUSE BY OWNER OR OTHERS ON EXTENSIONS OF THE
PROJECT OR ON ANY OTHER PROJECT. ANY REUSE
WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY
REMINGTON & VERNICK ENGINEERS AND AFFILIATES FOR
THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE
TO REMINGTON & VERNICK ENGINEERS AND AFFILIATES;
AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS
REMINGTON & VERNICK ENGINEERS AND AFFILIATES
FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES
A R I S I N G  O U T  O F  O R  R E S U L T I N G  T H E R E F R O M .
P L A N S  W H I C H  D O  N O T  B E A R
A N  E M B O S S E D  S E A L  A R E  N O T  V A L I D .
4907 NEW JERSEY AVENUE
WILDWOOD CITY, NJ  08260
REMINGTON 
& VERNICK
ENGINEERS
Certification of Authorization: 24 GA 28003300
~ENGINEERING EXCELLENCE~
of
4-30-18
05-14-U-109
52
AS NOTED
STATE OF NEW JERSEY
CITY OF WILDWOOD
CAPE MAY COUNTY
NEW JERSEY
NJDEP FLOOD HAZARD RISK REDUCTION & RESILIENCY
GRANT - PACIFIC AVENUE DRAINAGE IMPROVEMENTS
DATE:
OCEAN OUTFALL PLAN VIEWS
1 inch =        ft.
( IN FEET )
GRAPHIC SCALE
0
40
40
80
40
160
20
9
LEAMING 
160' R.O.W.) 
AVENUE 
"!Ill! !J!N(, 
,' 1-.=<J.:!i 
<( 
I~ 
'" 
I 
SURVEY NOTES: 
GARA'JL 
F.F.=6.36 
BO<XC. COURT 
BOCCC. CO~'RT 
--11 
_ _,I 
I 
LOT 1.02 
(RIPARIAN GRANT) 
lEMPORARY 
'b 
SIDE CAST STORAGE 
"' 
AND WORK AREA 
-----------
----- --
------
~ 
1. THE HORIZONTAL DATUM IS BASED ON THE NEW JERSEY STAlE PLANE COORDINAlE SYSlEM 
(NAD-1983) AND THE VERTICAL DATUM IS BASED ON NA\/D-1988. 
w 
z 
::J 
>-
I~ 
"' 
z 
"' "' "" 
n. 
1i' 
D z 
l"'i 
n. 
I"' 
--
--~ 
2. PROPERTY AND RIGHT-OF-WAY UNES SHOWN ON THESE PLANS ARE APPROXIMAlE LOCATIONS 
BASED ON THE CURRENT TAX MAPS OF THE CITY OF WILDWOOD, CAPE MAY COUNTY, 
NEW JERSEY. 
PROPERTY AND RIGHT-OF-WAY LINES ARE SHOWN FOR GRAPHICAL INFORMATION 
ONLY AND HAVE NOT BEEN FIELD VERIFIED. 
3. EXISTING TOPOGRAPHIC CONDITIONS WERE SURVEYED BY REMINGTON &: VERNICK ENGINEERS 
UNDER THE SUPERVISION OF CHARLES E. ADAMSON, N.J.P.L.S. UCENSE NO. 42627. 
THE 
SURVEY WORK WAS COMPLETED ON AUGUST 24, 2017. 
-
JC" CiP 
EXISTING 30" BEACH OUlFALL TO BE MAINTAINED 
FOR THE DURA liON OF THE OUlF ALL CONTRACT. 
BLOCK 267 
LOT 1 
(PUBLIC BATHING BEACH) 
60" DUCTILE IRON OUlF ALL PIPE 
• 
PLAN 
SCALE: 
1"~ 40' 
' 
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I 
I 
I 
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e; 
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lEMPORARY 
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STOa<PILE STORAGE 
1-.:._0 
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AND WORK AREA 
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--!"' ----
----
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;
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850 L.F. 21 
8,500 L.F. 23 
85 U.N. 24 
GENERAL NOTES: 
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FLOW .. 
.... 
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PLAN 
SCALE, 
I"~ 40' 
1. THE BEACH SURFACE AND OCEAN BOTTOU ELEVA liONS MAY BE DIFFERENT THAN WHAT IS SHOWN ON THE CONSTRUCTION 
PLANS. IT IS THE CONTRACTORS RESPONSIBIUTY TO SURVEY THE ENTIRE PROPOSED PIPE AUGNt.IENT IMMEDIAlELY PRIOR 
TO CONSTRUCTION AND SUBMIT THIS INFORMATION TO THE ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. THE 
CONTRACTOR SHALL CONFIRM THE FINAL OUlFALL PIPE AUGNt.IENT WITH THE ENGINEER PRIOR TO COMMENCING OUlFALL 
CONSTRUCTION. THE COST FOR THIS WORK WILL BE INCLUDED IN THE UNIT PRICE FOR THE OUlFALL. NO ADDITIONAL 
PAYMENT WILL BE MADE FOR HORIZONTAL OR VERTICAL ADJUSTMENTS TO THE PIPE ALIGNMENT OR PROFILE. 
2. THE CONTRACTOR MUST PROVIDE A UPDATED SURVEY OF THE BEACH AND OCEAN BOTIOM PROFILE ALONG THE PIPE 
ALIGNMENT AFlER THE OUlFALL HAS BEEN CONSTRUClED. THIS SURVEY MUST BE SUBMITlED BY THE CONTRACTOR TO 
THE ENGINEER WITHIN ONE YEAR OF THE PROJECT COMPLETION. THE COST FOR THIS WORK WILL BE INCLUDED IN THE 
UNIT PRICE FOR THE OUlFALL PIPE. 
3. CLEAN OUTS SHALL BE LOCAlED ALONG THE PROPOSED OUlFALL SPACED AT A MAXIMUM 400' CENlER TO CENlER. NO 
SEPARAlE PAYMENT WILL BE MADE FOR THE INSTALLATION OF CLEANOUTS. THE COST FOR CLEANOUTS SHALL BE 
INCLUDED IN THE COST OF THE OUlFALL PIPE. 
4. FINAL LOCATION AND ORIENTATION OF THE PROPOSED NAVIGATION BEACON SHALL BE COORDINAlED WITH ALL AGENCIES 
HAVING JURISDICTION. 
5. PAYMENT FOR THE llEM TEMPORARY COFFER DAM SHALL BE MADE AS A LUMP SUM REGARDLESS OF THE ACTUAL LENGTH 
OF SHEET PILE OR TYPE OF REINFORCEMENT REQUIRED TO INSTALL AND MAINTAIN THE COFFER DAM FOR THE PERIOD OF 
TIME NEEDED TO CONSTRUCT THE OUlFALL. THERE SHALL BE NO SEPARAlE PAYMENT FOR THE DESIGN, CONSTRUCTION, 
MAINlENANCE, DEWAlERING, OR REMOVAL OF THE COFFER DAM. 
6. THE CONTRACTOR SHALL SUBMIT A COFFER DAM DESIGN SIGNED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED IN 
THE STAlE OF NEW JERSEY FOR REVIEW AND APPROVAL BY THE ENGINEER PRIOR TO THE START OF CONSTRUCTION. THE 
COST FOR THIS WORK SHALL BE INCLUDED IN THE BID llEM TEMPORARY COFFER DAM. 
I 
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lEMPORARY 
I 
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BEACH 
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llEM 
NO. 
21 
22 
23 
24 
25 
34 
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TO BE CONSTRUCTED 
DESCRIPTION 
UNIT 
60" DIAI.4ETER PRESSURE CLASS 300 DUCnL.E IRON PIPE 
LF. 
OUTFALL SUPPORT -
14" DIAI.4ETER CONCRETE FILLED STEEL PIPE PILES (:!:45' EACH) 
LF. 
OUTFALL SUPPORT -
18" DIAI.4ETER CONCRETE FILLED STEEL PIPE PILES (:1:50' EACH) 
UNIT 
OUTFALL SUPPORT -
PRECAST REINFIORCEO CONCRETE PILE CAP 
UNIT 
lEIIPORARY COFFER DAI.4 
LS. 
NAVIGAllON BEACON 
UNIT 
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SEE :NOlE #4 
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20' MAXIMUM WIDTH, 
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N 
TRESTLE USE AREA 
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60" DUCTIL< IRON OUlF At;. PIPE 
~1L.S. 
(~ 
'•j 
SEE NOlES 115 &: iJ6 
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MLLW 
~LW 
MHW 
STL 
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ATLANTIC 
DATUM (NAVD-1988) 
MEAN LOWER LOW WATER 
-3.64' 
MEAN LOW WATER 
-3.48' 
MEAN HIGH WATER 
1.01' 
SPRING TIDE LINE 
I. 71' 
HIGH TIDE LINE 
3.12' 
OCEAN 
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8 
1 U.N. 
BASE BID 
QUANTITY 
1800 
8550 
8500 
180 
1 
I [A-'[;!-
i->:i->t. 
r-.'•V.=I.OD 
I 
BASE BID 
QUANTITY 
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1800 
8550 
8500 
180 
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---
AS-BUILT 
QUANTITY 
R'IE 
1901 
(609) 522-5150, FAX (609) 522-5313 
WEB SITE ADDRESS : WWW.RVE.CDM 
EDWARD D. DENNIS JR. 
NJ PROFESSIONAL ENGINEER LIC. No. 47002 
REFERENCE DRWAING NOT FOR CONSTRUCTION


SHEET  No. :
CHECKED BY :
DRAWN BY :
DESIGN BY :
JOB No. :
DATE :
SCALE :
G.E.R.
R.A.M.
E.D.J.
No.
CHK
REVISION
DATE
BY
1
REVISED FOR BID
6-12-19
RM ED
T:\DWG\Wildwood\0514U109 - NJDEP FHRRRGP Pacific Avenue Drainage Improvements\Dwg\Pump Station, Outfall, & Ocean Avenue\C-0514U109-OUTFALL (Ocean Avenue).dwg  6/20/2019 10:06:45 AM
ALL DOCUMENTS PREPARED BY REMINGTON & VERNICK
ENGINEERS AND AFFILIATES ARE INSTRUMENTS OF
SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT
INTENDED OR REPRESENTED TO BE SUITABLE FOR
REUSE BY OWNER OR OTHERS ON EXTENSIONS OF THE
PROJECT OR ON ANY OTHER PROJECT. ANY REUSE
WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY
REMINGTON & VERNICK ENGINEERS AND AFFILIATES FOR
THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE
TO REMINGTON & VERNICK ENGINEERS AND AFFILIATES;
AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS
REMINGTON & VERNICK ENGINEERS AND AFFILIATES
FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES
A R I S I N G  O U T  O F  O R  R E S U L T I N G  T H E R E F R O M .
P L A N S  W H I C H  D O  N O T  B E A R
A N  E M B O S S E D  S E A L  A R E  N O T  V A L I D .
4907 NEW JERSEY AVENUE
WILDWOOD CITY, NJ  08260
REMINGTON 
& VERNICK
ENGINEERS
Certification of Authorization: 24 GA 28003300
~ENGINEERING EXCELLENCE~
of
4-30-18
05-14-U-109
52
AS NOTED
STATE OF NEW JERSEY
CITY OF WILDWOOD
CAPE MAY COUNTY
NEW JERSEY
NJDEP FLOOD HAZARD RISK REDUCTION & RESILIENCY
GRANT - PACIFIC AVENUE DRAINAGE IMPROVEMENTS
DATE:
10
OCEAN OUTFALL PIPE
PROFILE
1±1 o· 
J D D ::::J L 
±44' 
+30"- THICK 
EXISTING 
BOARDWALK 
l_ DUNE 
JUU_jL 
1-'-
5 
+ 
JDD::::J[ 
r 
+ 
FUTURE DUNE 
(BY OTHERS) 
TOP OF DUNE ELEV + 16 
JDD::::J[ lr---{ 
11 
+ + 
; ~ ~ ~ ~ L_______jl 
2oo· 
I + + + + + + 
I 
75' 
I 
TOP OF DESIGN 
J D D ::::J L 
1------=:..::..__-~ 
+ + + 
BERM + 6 5 
MAXIMUM LIMIT OF 
FUTURE BORROW AREA 
PIPE SLOPE: 0.03% 
60" DIP PROPOSED 
MARINE OUTFALL PIPE 
OUTFALL INVERT ELEV: -2.85 
J D D ~ C -·~=~::::::::::::::::::~ 
+ + + + + + + + +'---r----.-----r---.:-------""-='-''"'-'-'-----'--"'-'-"' '------
JUU_jL 
L-
:::~~+~+~+=+==+=+~+~+~~
===~~~~==~~~~~~~~====~~. 
JDD::::J[ 
-...-... 
JDD::::J[ 
---------
~-.:..::::.=..::=-==...:::.:..:.::=-:::= --------------, 
MHHW +1.89 
MLLW -2.85 
EXISTING BEACH PROFILE (VARIES) 
] D D ::::J [ 
J D D ::::J L 
J D D ::::J L 
J D D ::::J L 
JUU_jL 
J D D ::::J [ 
J D D ::::J [ 
J D D ::::J [ 
-~=---....... - ____ _ I 
;~~~~ 
SECTION OF 14"0 PILES 
~--------------~------~~~~~~-----) 
J D D ::::J L 
Joo~c 
SPACED 10' CENTER TO CENTER 
JUU_jL 
J D D ::::J [ 
J D D ::::J [ 
J D D ::::J [ 
l n n 11 
J D D ::::J L 
J D D ::::J L 
J D D ::::J L 
I 
400 
0 
FACE OF PUMP STATION 
I 
I 
I 
I 
I 
STATION 9+50 FROM PUMP STATION 
PILE DIAMETER TRANSITION 
SPACED 10' CENTER TO CENTER 
LIMIT OF EXCAVATION -9.0 (BY OTHERS) 
I 
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I 
I 
I 
-500 
-600 
-700 
-800 
-900 
-1000 -1100 -1200 -1300 -1400 -1500 -1600 -1700 -1800 -1900 -2000 -2100 -2200 -2300 -2400 -2500 -2600 -2700 -2800 -2900 -3000 -3100 -3200 -3300 
DISTANCE FROM OCEAN AVENUE SURVEY BASELINE 
I 
I 
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I 
I 
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I 
I 
I 
I 
I 
I 
I 
I 
I 
I 
I 
I 
-100 
-200 
-300 
-400 
-500 
-600 
-700 
-BOO 
-900 
-1000 
-11 00 -1200 
-1300 -1400 -1500 
-1600 
-1700 
-1800 
-1900 -2000 -2100 
-2200 -2300 -2400 -2500 -2600 -2700 -2E 
DISTANCE FROM FACE OF PUMP STATION 
BEACH AND PIPE PROFILE 
SCALE: 1"= 120' 
GENERAL NOTES: 
1. SEE SHEET S-11 FOR OUTFALL PIPE, OUTFALL PIPE SUPPORT, AND PILING DETAIL. 
2. OUTFALL PIPE SHALL BE 60" DIAMETER PRESSURE CLASS 300 DUCTILE IRON PIPE 
3. 11-IE TOP OF 11-IE OUTFALL PIPE IS INTENDED TO BE INSTALLED BELOW 11-IE BEACH SAND SURFACE TO 11-IE MAXIMUM EXTENT PRACTICABLE 
4. 11-IE OUTFALL PIPE SHALL EXTEND APPROXIMATELY 1,800 LF FROM 11-IE FACE OF 11-IE PUMP STATION STRUCTURE INTO 11-IE ATLANTIC OCEAN 
R'IE 
1901 
(609) 522-5150, FAX (609) 522-5313 
WEB SITE ADDRESS : WWW.RVE.CDM 
EDWARD D. DENNIS JR. 
NJ PROFESSIONAL ENGINEER LIC. No. 47002 
f-+-t-+-++++-+-+--+--1--+-1-
f-+-t-+-++++-+-+--+--1--+-1-
f-+-t-+-++++-+-+--+--1--+-1-
f-+-t-+-++++-+-+--+--1--+-1-
REFERENCE DRWAING NOT FOR CONSTRUCTION


~ PILE & DOWEL 
I OPENINGS 
~ PILE & CAP 
~ PILE & DOWEL 
8'-6" 
PRECAST PILE CAP 
,IL-------- 5' -6. ----+-------------------,!--
OPENINGS 
~--------- r-------+
~ +--------------~
~
------------++
~ -r----~~ 
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b 
!!!" THICK x 4" WIDE TYPE 316 STAINLESS -, 
STEEL STRAP TIE DOWN (2 PER CAP) 
(FABRICATE TO MATCH OUTER DIAMETER OF PIPE) 
PROVIDE )i6" THICK PTFE BEARING LINER ADHERED 
TO INSIDE OF STRAP OVER PIPE. CONTRACTOR 
SHALL VERIFY THAT STRAP FITS IN THE FIELD 
AFTER FABRICATION. AN Y ADJUSTMENTS REQUIRED 
SHALL BE INCLUDED AS PART OF THE BASE BID. 
I 
.L 
8" (TYP) -,l<.--l-,l-1 
~ 
~PILE & CAP 
~PILE & CAP 
}---------------------------- 10'-0" ----------------------------{ 
-
I 
1/ 
I 
/ 
60" DUCTILE IRON PIPE 
PRESSURE CLASS 300 
DOWEL OPENING IN CAP 
r 
(14" AT TOP, 10" AT BOTTOM) 
1 ~" STAINLESS STEEL ANCHOR BOLT WITH 
WASHER AND DOUBLE HUG HEX NUT, PRECAST 
INTO SADDLE (TYP) (24" EMBEDMENT WITH 
3"x3"~" PLATE AND NUT AT BOTTOM) 
---------
--
1/ I 
(6) #6 BARS (AS SHOWN) 
-------
~ PILE & CAP 
I 
~._;;ji..---J\r-:i==F:=i-i-:-.,4-
~;i ~
() / 
#4 TIES (AS SHOWN) 
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~----------~0~-~~ 
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() 
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,---
1------ 60" DUCTIL 
IRON PIPE ------- I 
f----------
PRESSURE CLASS 300 ----------f 
"'---- STAINLESS STEEL STRAPS 
(2 PER CAP) 
TYPICAL PILE SUPPORT PLAN 
SCALE: N.T.S. 
~PILE 
~PILE & CAP 
~PILE 
.fl ___________ +-_ 5' -6" ------,1-
1 
J!!" THICK x 4" WIDE TYPE 316 STAINLESS 
STEEL STRAP TIE DOWN (2 PER CAP) 
)2" THICK NEOPRENE BEARING PAD, --< 
TO BE ENllRE 3' -8" WIDTH OF THE 
CONCRETE PILE CAP (TYP) 
ROUND. FULL-DEPTH OPENING IN PRECAST CAP. 
(14"Ql AT TOP. 10"Ql AT BOTTOM). FILL SOLID 
WITH GROUT AFTER CAP AND REBAR ARE SET. 
I 
1 ~" PIPE LINER 
ATTACHED TO TOP 
OF CONCRETE 
SADDLE. 
(FABRICATE TO MATCH OUTER DIAMETER OF PIPE) 
PROVIDE X a" THICK PTFE BEARING LINER ADHERED 
TO INSIDE OF STRAP OVER PIPE. 
WHEN FINISHING CONCRETE, CONTRACTOR 
SHALL ENSURE THAT PILE CAP CONCRETE 
MATCHES CIRCUMFERENCE OF THE 60" D.l. 
PIPE SO THAT THERE IS SUFFICIENT CONTACT 
BETWEEN THE PIPE AND PILE CAP. 
r 1 Y.," STAINLESS STEEL ANCHOR BOLT WITH 
-t+-,-1 
~---+-
WASHER AND DOUBLE HUG HEX NUT, PRECAST 
/ I 
INTO SADDLE (TYP) (24" EMBEDMENT WITH 
3"x3"~" PLATE AND NUT AT BOTTOM) 
2" CLR. 
I 
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(ALL SIDES) 
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(ADJUST TO FIT DOWEL HOLE) 
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TOP AND BOTTOM 
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~ PRECAST 
PILE CAP 
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.._____ 
_____ ·14"Ql OR 18"Ql CONCRETE FILLED STEEL PIPE; 
1/2" WALL THICKNESS; 16 MIL BITUMINOUS COATING; 
25 TON CAPACITY;45± DEPTH BELOW GRADE; 
0,
1..____., 
PROVIDE SOLID BOTTOM FOR SHOE POINT 
NOTES: 
1. * DENOTES THAT EXACT DIMENSION NEEDS TO BE 
COORDINATED WITH EXACT PIPE LENGTHS TO PROVIDE 
UNIFORM PIPE SUPPORT AND SPACING. 
2. 
PIPE SHALL BE SUPPLIED IN NOMINAL 20' LAYING LENGTHS. 
ELEV. VARIES 
30"Ql STEEL PLATE TO BE SECURED WITH MINIMUM 
SIX (6) 1 ~"Ql x 6 J!!" STAINLESS STEEL BOLTS 
E~E==11==~;~/j 30" BLIND FLANGE 
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USE PLASTIC SHIMS BETWEEN PILINGS _/ 
CLEAR ON EtACH SIDE OF 
AND CAP. USE PYWOOD (OR SIMILAR) 
DOWEL OPE lNG 
FOR GROUT CONTAINMENT AROUND PILES. 
_..----"'!/ '-.___/ 
(4) #8 VERTICAL BARS WITH #4 TIES @ 12" D.C. ------
~ 
......----.., 
'-- 14"¢ OR 18"Ql CONCRETE FILLED STEEL PIPE; 
'-.._ ../'-..._/ 
1 /2" WALL THICKNESS; 16 MIL BITUMINOUS COATING; 
25 TON CAPACITY;45± DEPTH BELOW GRADE; 
(EXTEND 15" INTO STEEL PILE) FILL TOP 16" OF 
PILE WITH SHRINKAGE COMPENSATING CONCRETE. 
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PROVIDE SOLID BOTTOM FOR SHOE POINT 
(TYP ALL PILES). 
NOTES: 
CONTRACTOR TO PROVIDE NJPE SIGNED & SEALED SHOP DRAWINGS 
FOR APPROVAL PRIOR TO ORDERING. NO SEPARATE PAYMENT WILL 
BE MADE FOR THE CLEANOUT. CONTRACTOR SHALL INCLUDE COST 
FOR CLEANOUT IN THE UNIT PRICE BID FOR THE PIPE. 
1901 
REMINGTON 
& VERNICK 
ENGINEERS 
232 KINGS HIGHWAY EAST 
HADDONFIELD, NJ 08033 
(856) 79S-9S95, FAX (856) 795-1882 
WEB SITE ADDRESS : WWW.RVE.COM 
Certification of Authorization: 24 GA 28003300 
-ENGINEERING EXCELLENCE-
DATE 
Co- \3 - 2.0 11 
KENNETH C. RESSLER 
NJ PROFESSIONAL ENGINEER LJC. No. 34559 
PLANS WH I CH 
DO NOT BEAR 
AN EMBOSSED SE AL ARE NOT VALID 
ALL DOCUMENTS PREPARED BY REMINGTON & VERNICK 
ENGINEERS AND AFFILIATES ARE INSTRUMENTS OF 
SERVICE IN RESPECT OF THE PROJECT. TH EY ARE NOT 
INTENDED OR REPRESENTED TO BE SUITABLE FOR REU SE 
BY OVVNER OR OTHERS ON EXTENSIONS OF THE PROJECT 
OR ON ANY OT HE R PROJECT_ ANY REUSE WITHOUT 
WRITTEN VERIFICATION OR ADAPTATION BY REMINGTON & 
VERNICK ENGINEERS AND AFFILIATES FOR THE SPECIFIC 
PURPOSE INTENDED WILL BE AT 0\NNERS SOLE RISK AND 
\MTHOUT LIABILITY OR LEGAL E)( POSURE TO REMINGTON 
& VERNICK ENGINEER S AND AFFILIATES: AND OWNER 
SHALL INDEMNIFY AND HOLD HARMLESS REMINGTO N & 
VERNICK ENGINEERS AND AFFILIATES FROM ALL CLAIMS, 
DAMAGES. LOSSES AND EXPENSES ARISIN G OUT OF OR 
RESULTING 
THEREFROM 
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CLEANOUT DETAIL 
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SCALE: N. T.S. 
DRAVIIN BY 
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L--------------------------------------------------------------------------------~----------------------------------------------------------------------------------------------------------------------------------------------------------------------------~='+=U=-'="=g==============~J~ 
REFERENCE DRWAING NOT FOR CONSTRUCTION


REFERENCE DRWAING NOT FOR CONSTRUCTION


REFERENCE DRWAING NOT FOR CONSTRUCTION


REFERENCE DRWAING NOT FOR CONSTRUCTION


REFERENCE DRWAING NOT FOR CONSTRUCTION


REFERENCE DRWAING NOT FOR CONSTRUCTION


REFERENCE DRWAING NOT FOR CONSTRUCTION


REFERENCE DRWAING NOT FOR CONSTRUCTION


REFERENCE DRWAING NOT FOR CONSTRUCTION


REFERENCE DRWAING NOT FOR CONSTRUCTION


REFERENCE DRWAING NOT FOR CONSTRUCTION


REFERENCE DRWAING NOT FOR CONSTRUCTION


REFERENCE DRWAING NOT FOR CONSTRUCTION


REFERENCE DRWAING NOT FOR CONSTRUCTION


REFERENCE DRWAING NOT FOR CONSTRUCTION


REFERENCE DRWAING NOT FOR CONSTRUCTION


REFERENCE DRWAING NOT FOR CONSTRUCTION


REFERENCE DRWAING NOT FOR CONSTRUCTION




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--- Document: INFORMATION ON INSPECTIONS OF EXTERIOR DECKS ---
WILDWOOD
CREST
Regards and hope all is well.
In light of the recent collapse of an older exterior deck in the City of Wildwood, we are recommending
that every property owner check their exterior deck for damage, excessive wear and other problems.
Please be advised that prolonged exposure to severe weather combined with the moisture levels and
salt air in the coastal environment can cause serious damage to exterior decks, structural supports and
attachments to the main structure. Proper routine maintenance of these exterior decks, porches and
balconies should help prevent structural problems and possible failures.
Care should be taken to ensure that the supporting members are intact and stable as well as the
connections to framing members and the main structure. These connections should be tight and
mechanical connectors should be free of corrosion. Please note that positive connections to supports
and the main structure should prevent separation from the structure and potential failure. Please check
all aspects of these exterior structures including, but not limited to: columns and supports; connections
to structural supports and the main structure; beams and girders; joist and ledgers; any existing bolts
and/or joist hangers; stairs and handrails; and guardrails for any raised portion of the deck.
In the event that the deck is not stable or shows signs of instability a certification should be obtained
from a registered architect or licensed engineer, including recommendations for repairs to render the
structure safe. The local construction office cannot provide this certification however; they may assist to
properly follow procedures regarding an unsafe structure and the application process for obtaining
construction permits.
This letter is informational only and should not be construed as an exhaustive list of measures to be
taken to ensure the safety of your property. Please keep in mind that it is the responsibility of every
property/building owner to ensure that their structure is maintained in a safe condition free of hazards.
Thank you for your cooperation and attention to this important life safety matter.
6101 Pacific Avenue Wildwood Crest, NJ 08260
PHONE 609-522-5176 | FAX 609-522-7108 | wildwoodcrest.org

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"...sey State adopted construction codes which include building, fire, plumbing, electrical, mechanical, asbestos, barrier free access and lead abatement within the boundaries of the borough. Wildwood Crest is a Class 1 municipality, which, by definition, requires all code enforcement officials to be licensed as high-rise a..."

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