PUBLIC NOTICE REQUEST FOR PERMISSION TO ALTER A U.S. ARMY CORPS OF ENGINEERS PROJECT UNDER SECTION 408
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PUBLIC NOTICE
REQUEST FOR PERMISSION TO ALTER A
U.S. ARMY CORPS OF ENGINEERS PROJECT UNDER SECTION 408
TITLE: New Jersey Division of Property Management and Construction – Proposed Fishing
Access Improvements along a portion of the Point Pleasant Canal Section of the New Jersey
Intracoastal Waterway Federal Civil Works Navigation Project at the Point Pleasant Wildlife
Management Area, Point Pleasant, Ocean County, New Jersey.
PUBLIC NOTICE IDENTIFICATION NUMBER: NAP-2021-00192-97
PUBLIC NOTICE COMMENT PERIOD:
Begins: 10 June 2021
Expires: 10 July 2021
Interested parties are hereby notified that an application has been received for a Department
of the Army Section 408 permission for certain work at or near a federal project of the United
States, as described below and shown on attached figures. Written comments are being
solicited from anyone having an interest in the requested alteration. Comments will become
part of the U.S. Army Corps of Engineers’ (USACE’s) administrative record and will be
considered in determining whether to approve the request. Comments supporting, opposing,
or identifying concerns that should be considered by the USACE in its decision process are
all welcome.
This public notice is not a paid advertisement and is for public information only. Issuance of
this notice does not imply USACE endorsement of the project as described.
1. REQUESTER: In compliance with 33 USC 408 (Section 14 of the Rivers and Harbors
Act of 1899; hereinafter Section 408), the New Jersey Division of Property Management
and Construction (NJDPMC) has requested permission to construct fishing access
improvements along the federally-owned Point Pleasant Canal right-of-way of the Point
Pleasant Canal Section of the New Jersey Intracoastal Waterway Federal Civil Works
Navigation Project at the Point Pleasant Wildlife Management Area, Point Pleasant, Ocean
County, New Jersey.
2. LOCATION: The proposed project is located in the Point Pleasant Canal right-of-way
along the western bank of the of the Point Pleasant Canal Section of the New Jersey
Intracoastal Waterway Federal Civil Works Navigation Project at the Point Pleasant Wildlife
Management Area, Point Pleasant, Ocean County, New Jersey; approximate project
coordinates: Latitude: 40.070045, Longitude: -74.058719.
3. LOCATION MAP(S)/DRAWING(S): See attached Drawings: Plan Sheets 1 through 16.
Page 1 of 3
4. REQUESTER’S PROPOSED ACTION: Construction of fishing access improvements
in the Point Pleasant Canal right-of-way, to include: one (1) new 10.0-foot wide by 200.0-
foot long pile-supported fixed timber pier, parallel with the canal; one (1) new 16.0-foot wide
by 42.0-foot long pile supported fixed timber pier, parallel with the canal; bulkhead returns;
approximately 200.0-square feet of rip-rap stone revetment at the lagoon entrance; and
perimeter fencing; as detailed on the enclosed Plan Sheets 1 through 16.
5. REGULATORY AUTHORITY: This request will be reviewed according to the provisions
of Section 14 of the Rivers and Harbors Act of 1899 (33 U.S.C. 408). A requestor has the
responsibility to acquire all other permissions or authorizations required by federal, state,
and local laws or regulations, including any required permits from the USACE Regulatory
Program under Section 10 of the Rivers and Harbors Act of 1899 (33 USC 403), Section
404 of the Clean Water Act (33 USC Section 1344) and/or Section 103 of the Marine
Protection, Research and Sanctuaries Act of 1972 (33 USC 1413). Any Section 10/404/103
permit decision associated with the proposed alteration is separate from and will not be
included in the Section 408 permission decision. An approval under Section 408 does not
grant any property rights or exclusive privileges nor does it authorize any injury to the
property or rights of others.
6. ENVIRONMENTAL COMPLIANCE: A decision on a Section 408 request is a federal
action, and therefore subject to the National Environmental Policy Act (NEPA) and other
environmental compliance requirements. While ensuring compliance is the responsibility of
USACE, the requester is providing all information that the Philadelphia District identifies as
necessary to satisfy all applicable federal laws, executive orders, regulations, policies, and
ordinances. Based on information provided by the applicant to date, current Corps
regulations governing NEPA implementation, and/or the contents of existing NEPA
documentation if available, it is likely that the proposed action will be determined to be
categorically excluded from the need to prepare an Environmental Assessment (EA) or
Environmental Impact Statement (EIS). This determination will be finalized following
completion of agency coordination and prior to issuance of the Section 408 Permission
Decision.
7. EVALUATION: As part of its evaluation, USACE will first make a determination that the
submittal from the requestor is complete. The Philadelphia District is working closely with
the requestor to ensure that all required technical plans, maps, drawings, and specifications
are provided and are complete. Once the package is complete, a District-led review will be
conducted to determine, in accordance with Engineering Circular (EC) 1165-2-216, whether
the proposed alteration will impair the usefulness of the USACE Project or be injurious to
the public interest, as follows:
A. Impair the Usefulness of the Project Determination. The Philadelphia District’s
Section 408 review team will determine if the proposed alteration will limit the ability
of the federally authorized project to function as authorized, or will compromise or
change any authorized project conditions, purposes or outputs.
B. Injurious to the Public Interest Determination. Proposed alterations will be
reviewed to determine the probable impacts, including cumulative impacts, on the
public interest. Evaluation of the probable impacts that the proposed alteration to
Page 2 of 3the USACE project may have on the public interest requires a careful weighing of
all those factors that are relevant in each particular case. Factors that may be
relevant to the public interest depend upon the type of USACE project being altered
and may include, but are not limited to, such things as conservation, economic
development, historic properties, cultural resources, environmental impacts, water
supply, water quality, flood hazards, floodplains, residual risk, induced damages,
navigation, shore erosion or accretion, and recreation. The decision whether to
approve an alteration will be determined by the consideration of whether benefits
are commensurate with risks. If the potential detriments are found to outweigh the
potential benefits, then it may be determined that the proposed alteration is
injurious to the public interest.
8. SOLICITATION OF COMMENTS: The USACE is soliciting comments from the public ;
federal, state, and local agencies and officials; Indian Tribes; and other interested parties in
order to consider and evaluate the impacts of the proposed activity. Any comments received
will be considered by USACE to determine whether to issue, modify, condition, or deny a
permission for this proposal. To make this decision, comments are used to assess impacts
on endangered species, historic properties, water quality, general environmental effects, and
other public interest factors listed above. Comments are considered in making a final
determination whether the proposed action will be categorically excluded from the need to
prepare further NEPA documentation. Comments are also used to determine the need for a
public hearing and to determine the overall public interest of the proposed activity.
A. It should be noted that materials submitted as part of the Section 408 request
become part of the public record and are thus available to the general public under
the procedures of the Freedom of Information Act (FOIA). Individuals may submit a
written request to the Philadelphia District Corps of Engineers, Office of Counsel to
obtain copies of said materials under the FOIA.
B. It is presumed that all parties viewing this notice will wish to respond to this public
notice; therefore, a lack of response will be interpreted as meaning that there is no
objection to the project as described.
9. COMMENT SUBMISSION AND ADDITIONAL INFORMATION: Written comments on
the described work should reference the USACE Public Notice Identification Number found
on the first page of this notice. Comments must reach this office no later than the stated
expiration date of the Public Notice to become part of the record and be considered in the
decision. Comments or requests for additional information should be emailed or mailed to
the following address:
Email: JuanCarlos.Corona@usace.army.mil
Mailing Address:
U.S. Army Corps of Engineers
Philadelphia District
ATTN: Juan Carlos Corona
7th Floor
100 Penn Square East
Philadelphia, PA 19107-3390
Page 3 of 3STATE OF NEW JERSEY
N
C O N S U L T I N G
WILL BE KNOWN AS COLLIERS ENGINEERING & DESIGN IN 2021
Customer Loyalty through Client Satisfaction
www.maserconsulting.com
W E
Office Locations:
n NEW JERSEY n NEW MEXICO
LINE 01
LINE 02
n NEW YORK n MARYLAND
REFERENCE NOTE
REFERENCE NOTE
n PENNSYLVANIA n GEORGIA
S n VIRGINIA n TEXAS
PROJECT LOCATION n FLORIDA
n NORTH CAROLINA n COLORADO
n TENNESSEE
n SOUTH CAROLINA
Copyright © 2021. Maser Consulting. 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 Maser Consulting.
BOAT RAMP AND FISHING AREA
PROTECT YOURSELF
ALL STATES REQUIRE NOTIFICATION OF
R
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
Know what's below. __________________________
Callbefore you dig.
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
POINT PLEASANT WMA
POINT PLEASANT, OCEAN COUNTY
NJDPMC PROJECT No. P1225-00
DESIGN DEVELOPMENT SUBMISSION.
NJDEP/ACOE PERMIT SUBMISSION.
SCHEMATIC DESIGN SUBMISSION.
CONCEPTUAL DESIGN.
DRAWN BY DESCRIPTION
HONORABLE PHILIP D. MURPHY-GOVERNOR
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HONORABLE SHEILA Y. OLIVER-LIEUTENANT GOVERNOR
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DEPARTMENT OF THE TREASURY
ELIZABETH MAHER MUOIO, STATE TREASURER
Richard C. Maloney
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
DIVISION OF PROPERTY MANAGEMENT AND CONSTRUCTION LICENSE NUMBER: GE39023
MASER CONSULTING, INC.
N.J. C.O.A. #: 24GA27986500
INDEX OF SHEETS CHRISTOPHER CHIANESE, DIRECTOR
SHEET NO. SHEET TITLE
BOAT RAMP AND FISHING
T-01 COVER SHEET AREA
S-01
S-02
EXISTING CONDITIONS PLAN
DEMOLITION PLAN
NEW JERSEY DEPARTMENT OF ENVIRONMENTAL PROJECT No. P1225-00
FOR
S-03 OVERALL PROJECT PLAN POINT PLEASANT
S-04 BOAT RAMP/DOCK AREA & REVETMENT AREA PROTECTION WMA
S-05 TRAILER PARKING LOT AREA/ROADWAY PLAN
S-06 FISHING ACCESS AREA & DOCK PLAN SHAWN M. LaTOURETTE, ACTING COMMISSIONER
S-07 BOAT RAMP DETAILS
S-08 DOCK AREA DETAILS SHEET 1 of 2 BEACH BOULEVARD
S-09 DOCK AREA DETAILS SHEET 2 of 2 POINT PLEASANT
OCEAN COUNTY
S-10 SITE DETAILS STATE OF NEW JERSEY
By: AMINENNA
S-11 STRUCTURAL NOTES RED BANK OFFICE
Corporate Headquarters
SE-1 SOIL EROSION AND SEDIMENT CONTROL PLAN 331 Newman Springs Road
2020\20003956G\Engineering Drawings\Engineering\Site Plans\C-CVER.dwg\C-XX-COVER
Suite 203
SE-2 SOIL EROSION AND SEDIMENT CONTROL DETAILS Red Bank, NJ 07701
Phone: 732.383.1950
Fax: 732.383.1984
SCALE: DATE: DRAWN BY: CHECKED BY:
AS SHOWN 02/09/21 AEM RCM
REVIEWED BY:
PTH
PROJECT NUMBER: DRAWING NAME:
20003956G C-CVER
SHEET TITLE:
COVER SHEET
SHEET NUMBER:
T-01
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.N C O N S U L T I N G
WILL BE KNOWN AS COLLIERS ENGINEERING & DESIGN IN 2021
Customer Loyalty through Client Satisfaction
E www.maserconsulting.com
POINT PLEA
200' CANAL
Office Locations:
SANT CANA
NJDEP 1970 COASTAL
L n NEW JERSEY
n NEW YORK
n NEW MEXICO
n MARYLAND
WATERS LINE NJDEP 1977 SHORELINE
HAYBALE & SILT n PENNSYLVANIA n GEORGIA
RESTRICTION LINE
FENCE BARRIER n VIRGINIA n TEXAS
n FLORIDA n TENNESSEE
D W n NORTH CAROLINA n COLORADO
n SOUTH CAROLINA
H
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Copyright © 2021. Maser Consulting. All Rights Reserved. This
drawing and all the information contained herein is authorized for
S 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 Maser Consulting.
PROTECT YOURSELF
ALL STATES REQUIRE NOTIFICATION OF
R
EXCAVATORS, DESIGNERS, OR ANY PERSON
TEMPORARY PREPARING TO DISTURB THE EARTH'S
SEDIMENT SURFACE ANYWHERE IN ANY STATE
REMOVAL
DRYING Know what's below. __________________________
AREA Callbefore you dig.
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
C E MHW LINE
VISIT: WWW.CALL811.COM
A
PL
NJDEP 1977 SHORELINE
RESTRICTION LINE MLW LINE
N D MHHW LINE
A
V EL MHW LINE
L O MLW LINE
DESIGN DEVELOPMENT SUBMISSION.
NJDEP/ACOE PERMIT SUBMISSION.
SCHEMATIC DESIGN SUBMISSION.
NJDEP COMMENTS REVISION 1.
FINAL DESIGN #1 SUBMISSION.
FINAL DESIGN #2 SUBMISSION.
FINAL DESIGN #3 SUBMISSION.
FINAL DESIGN #4 SUBMISSION.
SHORE BOULEVARD
CONCEPTUAL DESIGN.
DRAWN BY DESCRIPTION
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DATE
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NON-WETLANDS STATE
OPEN WATER BOUNDARY
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BARN
Richard C. Maloney
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE39023
MASER CONSULTING, INC.
N.J. C.O.A. #: 24GA27986500
D
BOAT RAMP AND FISHING
AREA
PROJECT No. P1225-00
FOR
POINT PLEASANT
WMA
BEACH BOULEVARD
BEACH BOULEVARD
POINT PLEASANT
OCEAN COUNTY
By: AMINENNA
STATE OF NEW JERSEY
RANGE OF TIDE EXISTING CONDITIONS PLAN RED BANK OFFICE
SCALE: 1" = 30'-0" Corporate Headquarters
2020\20003956G\Engineering Drawings\Engineering\Site Plans\C-LAYT.dwg\S-01-EXST-OVRL
331 Newman Springs Road
STATION BEAVER CREEK BRIELLE BEAVER CREEK BRIELLE PPWMA Suite 203
NOTES:
MOST RECENT TIDAL DATUM 1976 MLLW 1976 MLLW 1976 NAVD88 1976NAVD88 ESTIMATED* Red Bank, NJ 07701
1. ALL AREAS NOT DESIGNATED FOR REMOVAL SHALL BE MAINTAINED IN
PRE-CONSTRUCTION CONDITION. CONTRACTOR SHALL SUBMIT PHOTOS AND 1. FIELD WORK PERFORMED BY MASER CONSULTING ON OCTOBER 22, 2020.
MEAN HIGH HIGH WATER (MHHW) 0.55 4.38 -0.56 3.27 Phone: 732.383.1950
VIDEO OF ENTIRE PROJECT AREA AND SURROUNDING AREA. IF THE CONTRACTOR
FEELS THAT ANY FURTHER AREA IS NEEDED FOR EXCAVATION BEYOND WHAT IS 2. PROPERTY KNOWN AS LOT 1, BLOCK 287, TAX MAP SHEETS No. 18, IN THE BOROUGH OF POINT PLEASANT, OCEAN COUNTY, STATE OF Fax: 732.383.1984
MEAN HIGH WATER (MHW) 0.36 4.05 -0.75 2.94 1.13
DESIGNATED IN THESE PLANS, THEN THE CONTRACTOR SHALL NOTIFY THE OWNER NEW JERSEY.
AND ENGINEER DURING THE BIDDING PROCESS AND SHALL FACTOR IN ANY SCALE: DATE: DRAWN BY: CHECKED BY:
MEAN TIDAL LEVEL (MTL) 0.22 2.11 -0.89 1.00
ANTICIPATED ADDITIONAL WORK IN THEIR BASE BID. ANY DAMAGE SHALL BE 3. REFERENCES AS SHOWN 02/09/21 AEM RCM
REPAIRED AT NO COST TO OWNER. REVIEWED BY:
PTH
MEAN LOW WATER (MLW) 0.06 0.16 -1.05 -0.95 -0.50 PROJECT NUMBER: DRAWING NAME:
A PLAN ENTITLED "SURVEY FOR NEW JERSEY STATE DEPARTMENT OF CONSERVATION & ECOLOGICAL DEVELOPMENT, GREEN ACRES
20003956G C-LAYT
MEAN LOWER LOW WATER (MLLW) 0.00 0.00 -1.11 -1.11 PROGRAM, POINT PLEASANT STATE MARINA, BORO OF POINT PLEASANT, OCEAN COUNTY, NEW JERSEY". DATED MAY 1966 AND
PREPARED BY THOMAS A. FINNEGAN, P.L.S.
SHEET TITLE:
FEMA DATA (REVISED 2018):
BASE FLOOD ELEVATION 5.0' 4. HORIZONTAL DATUM = NORTH AMERICAN DATUM OF 1983 (NAD 83) (NEW JERSEY STATE PLANE COORDINATE SYSTEM)
ZONE AE VERTICAL DATUM = NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88).
EXISTING
CONDITIONS PLAN
5. THE LOCATION OF ALL UNDERGROUND UTILITIES AS SHOWN HEREON ARE APPROXIMATE AND ARE BASED ON VISIBLE SURFACE
*ABOVE TABLE LISTS CURRENT TIDAL STATIONS NEAR THE PROJECT SITE. DUE TO THE UNIQUE CONFIGURATION OF THE CANAL MARKOUTS, STRUCTURES AND ANY UTILITY MAPS PROVIDED BY UTILITY COMPANIES REFERENCED HEREON. NO EXCAVATIONS WERE 30 0 30 60
WITH ADJACENT WATER BODIES, ACTUAL MHW AND MLW DATA AT THE POINT PLEASANT WMA LAGOON ARE CONSIDERABLY MADE DURING THE PROGRESS OF THIS SURVEY TO LOCATE BURIED UTILITIES/STRUCTURES, ADDITIONAL BURIED UTILITIES/STRUCTURES SHEET NUMBER:
DIFFERENT. THIS PLAN SHOWS THE ESTIMATED MHW AND MLW LOCATIONS BASED OFF MULTIPLE FIELD SURVEYS, AERIAL DATA AND MAY HAVE BEEN ENCOUNTERED, THE CONTRACTOR SHALL HAVE ALL UNDERGROUND UTILITIES FIELD-VERIFIED BY THE PROPER UTILITY
RESEARCH. COMPANIES BEFORE ANY CONSTRUCTION BEGINS.
SCALE : 1" = 30' S-01
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.N C O N S U L T I N G
WILL BE KNOWN AS COLLIERS ENGINEERING & DESIGN IN 2021
REMOVE & DISPOSE OF EXIST.
Customer Loyalty through Client Satisfaction
CHAIN LINK FENCE AND E www.maserconsulting.com
POINT PLEA
ASSOCIATED PIECES (HARDWARE, Office Locations:
REMOVE EXIST. CURB STOPS ACTING
SANT CANA
CLAMPS, CONC. FOOTINGS, ETC.)
AS BORDER & DISPOSE. RESTORE AREA
WHERE CURB STOPS WERE REMOVED.
FOR THIS LENGTH
L REMOVE & DISPOSE OF EXIST.
n NEW JERSEY
n NEW YORK
n NEW MEXICO
n MARYLAND
TYP. AS ENCOUNTERED CHAIN LINK FENCE AND
CONTRACTOR SHALL REMOVE n PENNSYLVANIA n GEORGIA
ASSOCIATED PIECES (HARDWARE,
MISC. DEBRIS WITHIN WATER/SAND CLAMPS, CONC. FOOTINGS, ETC.) n VIRGINIA n TEXAS
AS REQ'D. FOR PROPER STRUCTURE FOR THIS LENGTH n FLORIDA n TENNESSEE
INSTALLATION D W n NORTH CAROLINA n COLORADO
n SOUTH CAROLINA
H
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NO
Copyright © 2021. Maser Consulting. All Rights Reserved. This
drawing and all the information contained herein is authorized for
S 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 Maser Consulting.
PROTECT YOURSELF
ALL STATES REQUIRE NOTIFICATION OF
R
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
Know what's below. __________________________
Callbefore you dig.
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
CLEAR AREA AS REQUIRED FOR REMOVE, STORE &
C E PROPER DOCK INSTALLATION. SEE REINSTALL EXIST. BENCHES
VISIT: WWW.CALL811.COM
A NOTES SHEET S-11 FOR MORE (TYP. FOR 4 MIN.)
PL INFORMATION
N D AREA OF FULL ROADWAY/PARKING
A
EL
REMOVE LEANING TREE REMOVE EXIST. STONES LOT RECONSTRUCTION. REMOVE
FROM EDGE OF ERODED FROM SHORELINES AND PAVEMENT/SURFACE, SEE DETAILS
O V MLW LINE
AREA STORE TO INCORPORATE FOR RECONSTRUCTION DETAIL
L INTO NEW REVETMENT
RAKE EXIST. VEGETATION ALONG BANK
OF SHORELINE. REMOVE AND DISPOSE
OF ANY DEAD VEGETATION
AREA OF POND OVERFLOW. MHW LINE REMOVE, STORE &
REMOVE TOP 22" MIN. OF SURFACE REINSTALL EXIST.
TO ALLOW FOR PROPER PAVER TRASH RECEPTACLES
INSTALLATION. SEE DETAILS & ENCLOSURE
DESIGN DEVELOPMENT SUBMISSION.
NJDEP/ACOE PERMIT SUBMISSION.
SCHEMATIC DESIGN SUBMISSION.
NJDEP COMMENTS REVISION 1.
FINAL DESIGN #1 SUBMISSION.
FINAL DESIGN #2 SUBMISSION.
FINAL DESIGN #3 SUBMISSION.
FINAL DESIGN #4 SUBMISSION.
ACCESS TO
ADJACENT PROPERTY SHORE BOULEVARD
UTILITIES MUST BE
CONCEPTUAL DESIGN.
KEPT AT ALL TIMES
DRAWN BY DESCRIPTION
AREA OF ROADWAY FULL
D
RECONSTRUCTION. SEE DETAILS
H
Y
REMOVE 2 DEAD TREES
FROM EDGE OF ROADWAY FOR RESTORATION INFORMATION
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12/15/20
02/09/21
03/05/21
03/23/21
03/31/21
04/07/21
04/19/21
04/22/21
DATE
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BARN
Richard C. Maloney
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE39023
MASER CONSULTING, INC.
N.J. C.O.A. #: 24GA27986500
AREA OF FULL ROADWAY/PARKING
LOT RECONSTRUCTION. REMOVE
PAVEMENT/SURFACE, SEE DETAILS
FOR RECONSTRUCTION DETAIL
D
BOAT RAMP AND FISHING
AREA
PROJECT No. P1225-00
FOR
POINT PLEASANT
WMA
REMOVE EXIST. PARK SIGN. STORE
BEACH
MAINBOULEVARD
SIGN PORTION AND PROVIDE
OLD SIGN TO OWNER. DISPOSE OF
REMOVE EXIST.
METAL SIGNS
MISC. SIGN HARDWARE AND POSTS
BEACH BOULEVARD
POINT PLEASANT
OCEAN COUNTY
STATE OF NEW JERSEY
By: AMINENNA
RANGE OF TIDE
DEMOLITION PLAN RED BANK OFFICE
SCALE: 1" = 30'-0"
Corporate Headquarters
NOTES: 331 Newman Springs Road
1. REMOVE ALL ITEMS AS NOTED ON THE PLAN. IF ANY ITEMS ARE ENCOUNTERED Suite 203
2020\20003956G\Engineering Drawings\Engineering\Site Plans\C-LAYT.dwg\S-02-DEMO
STATION BEAVER CREEK BRIELLE BEAVER CREEK BRIELLE PPWMA
WHICH RESTRICT THE INSTALLATION OF ANY COMPONENT OF THIS PROJECT, THE 1. FIELD WORK PERFORMED BY MASER CONSULTING ON OCTOBER 22, 2020. Red Bank, NJ 07701
MOST RECENT TIDAL DATUM 1976 MLLW 1976 MLLW 1976 NAVD88 1976NAVD88 ESTIMATED*
ITEMS SHALL BE REMOVED AS REQUIRED AND PROPERLY DISPOSED OF.
2. ALL AREAS NOT DESIGNATED FOR REMOVAL SHALL BE MAINTAINED IN 2. PROPERTY KNOWN AS LOT 1, BLOCK 287, TAX MAP SHEETS No. 18, IN THE BOROUGH OF POINT PLEASANT, OCEAN COUNTY, STATE OF Phone: 732.383.1950
MEAN HIGH HIGH WATER (MHHW) 0.55 4.38 -0.56 3.27
PRE-CONSTRUCTION CONDITION. CONTRACTOR SHALL SUBMIT PHOTOS AND NEW JERSEY. Fax: 732.383.1984
VIDEO OF ENTIRE PROJECT AREA AND SURROUNDING AREA. IF THE CONTRACTOR
MEAN HIGH WATER (MHW) 0.36 4.05 -0.75 2.94 1.13
FEELS THAT ANY FURTHER AREA IS NEEDED FOR EXCAVATION BEYOND WHAT IS 3. REFERENCES SCALE: DATE: DRAWN BY: CHECKED BY:
DESIGNATED IN THESE PLANS, THEN THE CONTRACTOR SHALL NOTIFY THE OWNER
MEAN TIDAL LEVEL (MTL) 0.22 2.11 -0.89 1.00 AS SHOWN 02/09/21 AEM RCM
AND ENGINEER DURING THE BIDDING PROCESS AND SHALL FACTOR IN ANY
A PLAN ENTITLED "SURVEY FOR NEW JERSEY STATE DEPARTMENT OF CONSERVATION & ECOLOGICAL DEVELOPMENT, GREEN ACRES
REVIEWED BY:
PTH
ANTICIPATED ADDITIONAL WORK IN THEIR BASE BID. ANY DAMAGE SHALL BE PROJECT NUMBER: DRAWING NAME:
MEAN LOW WATER (MLW) 0.06 0.16 -1.05 -0.95 -0.50 PROGRAM, POINT PLEASANT STATE MARINA, BORO OF POINT PLEASANT, OCEAN COUNTY, NEW JERSEY". DATED MAY 1966 AND
REPAIRED AT NO COST TO OWNER. PREPARED BY THOMAS A. FINNEGAN, P.L.S. 20003956G C-LAYT
3. ALL DEMOLISHED MATERIALS SHALL BE REMOVED FROM THE SITE AS IT ACCUMULATES
MEAN LOWER LOW WATER (MLLW) 0.00 0.00 -1.11 -1.11
AND SHALL NOT BE STORED ON SITE.
4. HORIZONTAL DATUM = NORTH AMERICAN DATUM OF 1983 (NAD 83) (NEW JERSEY STATE PLANE COORDINATE SYSTEM) SHEET TITLE:
4. REMOVE & STORE ALL SIGNS, BENCHES AND ANY OTHER POTENTIALLY UNIDENTIFIED
FEMA DATA (REVISED 2018): VERTICAL DATUM = NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88).
APPURTENANCES WITHIN THE PROJECT LIMITS. ITEMS TO BE STORED ON SITE AT A
BASE FLOOD ELEVATION 5.0'
ZONE AE
LOCATION SPECIFIED PER OWNER. REINSTALL AS DIRECTED.
5. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL DEBRIS FROM MUDLINE AT THE 5. THE LOCATION OF ALL UNDERGROUND UTILITIES AS SHOWN HEREON ARE APPROXIMATE AND ARE BASED ON VISIBLE SURFACE
DEMOLITION PLAN
CONCLUSION OF CONSTRUCTION. DEBRIS INCLUDES BUT IS NOT LIMITED TO; MARKOUTS, STRUCTURES AND ANY UTILITY MAPS PROVIDED BY UTILITY COMPANIES REFERENCED HEREON. NO EXCAVATIONS WERE
*ABOVE TABLE LISTS CURRENT TIDAL STATIONS NEAR THE PROJECT SITE. DUE TO THE UNIQUE CONFIGURATION OF THE CANAL
TIMBER PIECES AND HARDWARE FROM EXISTING BULKHEAD/STRUCTURES, FILL LOSS MADE DURING THE PROGRESS OF THIS SURVEY TO LOCATE BURIED UTILITIES/STRUCTURES, ADDITIONAL BURIED UTILITIES/STRUCTURES 30 0 30 60
DUE TO DEMOLITION AND CONSTRUCTION AND ANY OTHER MISCELLANEOUS ITEMS MAY HAVE BEEN ENCOUNTERED, THE CONTRACTOR SHALL HAVE ALL UNDERGROUND UTILITIES FIELD-VERIFIED BY THE PROPER UTILITY
SHEET NUMBER:
WITH ADJACENT WATER BODIES, ACTUAL MHW AND MLW DATA AT THE POINT PLEASANT WMA LAGOON ARE CONSIDERABLY COMPANIES BEFORE ANY CONSTRUCTION BEGINS.
THAT MAY BE ENCOUNTERED IN THE MUDLINE.
DIFFERENT. THIS PLAN SHOWS THE ESTIMATED MHW AND MLW LOCATIONS BASED OFF MULTIPLE FIELD SURVEYS, AERIAL DATA AND
RESEARCH.
6. REMOVE ADDITIONAL ITEMS AS DETAILED ON FOLLOWING SHEETS AND AS REQUIRED
TO COMPLETE INTENT OF WORK AS SHOWN ON PLANS. SCALE : 1" = 30' S-02
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.N C O N S U L T I N G
WILL BE KNOWN AS COLLIERS ENGINEERING & DESIGN IN 2021
Customer Loyalty through Client Satisfaction
BOAT RAMP/DOCK
AREA, SEE S-04 E www.maserconsulting.com
POINT PLEA FISHING ACCESS Office Locations:
SANT CANA
L
RIPRAP STABILIZATION AREA, SEE S-06
L
200' CANA
NEW CHAIN LINK FENCE n NEW JERSEY n NEW MEXICO
ALONG FULL LENGTH OF PROPOSED DOCK (200SF±)
(21 PILES MIN.) n NEW YORK n MARYLAND
CANAL BULKHEAD REAR, TYPE MAINTAIN EXIST. VEGETATION
AND EXTENTS AS DELINEATED n PENNSYLVANIA n GEORGIA
REINSTALL EXISTING BENCHES
ON SHEETS S-04 & S-06 n VIRGINIA n TEXAS
n FLORIDA n TENNESSEE
D W n NORTH CAROLINA n COLORADO
PROPOSED DOCK BARRIER-FREE
PARKING SPACE PROPOSED NEW n SOUTH CAROLINA
H
(46 PILES MIN.)
RT
PARKING STOPS
NO
X
Copyright © 2021. Maser Consulting. All Rights Reserved. This
X
drawing and all the information contained herein is authorized for
S
X
X
X
X
X
X
use only by the party for whom the services were contracted or to
X
X whom it is certified. This drawing may not be copied, reused,
X
X disclosed, distributed or relied upon for any other purpose without
X
the express written consent of Maser Consulting.
PROPOSED X X X X X
BOAT RAMP
X X
PROTECT YOURSELF
X
X
X X
X
X X X
(3000SF) X X X X X X X X X X X X
ALL STATES REQUIRE NOTIFICATION OF
X X X X X X X
EXCAVATORS, DESIGNERS, OR ANY PERSON
X X X X R
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
Know what's below. __________________________
Callbefore you dig.
BEACH SURFACE
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
RESTORATION. SURFACE
C E TO MATCH OVERFLOW
VISIT: WWW.CALL811.COM
A AREA
PL
N D PROPOSED JOINT PLANTED
REVETMENT (SEE DETAILS)
A
EL
(1,700SF)
O V EXISTING
L MLW LINE
LAGOON
OCEAN COUNTY
SEWAGE AUTH.
MHW LINE PROPERTY
AREA OF EXIST.
POND OVERFLOW.
TO BE STABILIZED
DESIGN DEVELOPMENT SUBMISSION.
NJDEP/ACOE PERMIT SUBMISSION.
SCHEMATIC DESIGN SUBMISSION.
NJDEP COMMENTS REVISION 1.
FINAL DESIGN #1 SUBMISSION.
FINAL DESIGN #2 SUBMISSION.
FINAL DESIGN #3 SUBMISSION.
FINAL DESIGN #4 SUBMISSION.
EDGE OF WATER
SHORE BOULEVARD
CONCEPTUAL DESIGN.
STATE OPEN WATER
DELINEATION
BOUNDARY LINE
DRAWN BY DESCRIPTION
H
Y D
ACCESS ROAD WIDENING IN
THIS AREA TO ALLOW FOR MAINTAIN EXIST. PATHWAY
SAFE VEHICULAR AND
VARD
PEDESTRIAN PASSAGE
.
RUE LAYFAYETTE
AEM
AEM
AEM
AEM
AEM
AEM
AEM
AEM
AEM
.
OULE
11/25/20
12/15/20
02/09/21
03/05/21
03/23/21
03/31/21
04/07/21
04/19/21
04/22/21
EXISTING
DATE
POND
.
GAT B
TRAILER PARKING EXISTING ACCESS ROAD TO
REV
.
AREA, SEE S-05 REMAIN. RECONSTRUCT ROADWAY
PER DETAILS. PROVIDE FULL ADA
EXIST. ACCESS ACCESSIBILITY, ENTIRE LENGTH
ROAD AREA
E
BARN
INTENT IS TO MATCH EXISTING
EDGE OF PAVEMENT EXCEPT
TRAILER PARKING WIDENING IN WHERE SHOWN OTHERWISE, TYP.
THIS AREA TO ALLOW FOR
SAFER CLEARANCE OF VEHICLES
Richard C. Maloney
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE39023
MASER CONSULTING, INC.
N.J. C.O.A. #: 24GA27986500
PROPOSED NEW
PARKING STOPS
BOAT RAMP AND FISHING
AREA
PROVIDE
ROADWAY/PARKING LOT PROJECT No. P1225-00
RECONSTRUCTION
FOR
POINT PLEASANT
WMA
INSTALL SIGNS
BEACH BOULEVARD EXISTING
GUIDE RAIL
TO REMAIN
BEACH BOULEVARD
POINT PLEASANT
OCEAN COUNTY
By: AMINENNA
STATE OF NEW JERSEY
RANGE OF TIDE
RED BANK OFFICE
TOTAL AREA OF NEW IMPERVIOUS: 450SF (0.01AC)
OVERALL PROJECT PLAN Corporate Headquarters
2020\20003956G\Engineering Drawings\Engineering\Site Plans\C-LAYT.dwg\S-03-SCHM-OVRL
STATION BEAVER CREEK BRIELLE BEAVER CREEK BRIELLE PPWMA TOTAL AREA OF DISTURBANCE: 0.90AC 1. FIELD WORK PERFORMED BY MASER CONSULTING ON OCTOBER 22, 2020.
SCALE: 1" = 30'-0" 331 Newman Springs Road
MOST RECENT TIDAL DATUM 1976 MLLW 1976 MLLW 1976 NAVD88 1976NAVD88 ESTIMATED* NOTES: Suite 203
2. PROPERTY KNOWN AS LOT 1, BLOCK 287, TAX MAP SHEETS No. 18, IN THE BOROUGH OF POINT PLEASANT, OCEAN COUNTY, STATE OF Red Bank, NJ 07701
1. ALL SIGNS & POSTS MUST BE INSTALLED PRIOR TO ANY SURFACING OPERATIONS. NEW JERSEY.
MEAN HIGH HIGH WATER (MHHW) 0.55 4.38 -0.56 3.27 CORING THROUGH SURFACING IS NOT PERMITTED FOR ANY ITEMS.
2. SEE DETAILS FOR EXACT DIMENSIONS, WORDING, ETC. OF EXISTING SIGNS. SIGNS TO Phone: 732.383.1950
MEAN HIGH WATER (MHW) 0.36 4.05 -0.75 2.94 1.13 3. REFERENCES Fax: 732.383.1984
MATCH CHAPTER 2M REQUIREMENTS OF MUTCD 2009. POSTS FOR EACH SIGN SHALL BE
NEW. GENERAL LOCATION OF SIGNS IS SHOWN, EXACT LOCATION OF SIGNS SHALL BE
MEAN TIDAL LEVEL (MTL) 0.22 2.11 -0.89 1.00 A PLAN ENTITLED "SURVEY FOR NEW JERSEY STATE DEPARTMENT OF CONSERVATION & ECOLOGICAL DEVELOPMENT, GREEN ACRES SCALE: DATE: DRAWN BY: CHECKED BY:
COORDINATED WITH OWNER IN FIELD PRIOR TO INSTALLATION.
3. BARRIER-FREE COMPLIANCE FOR THE PROJECT SITE IS DEMONSTRATED ON THIS SHEET. PROGRAM, POINT PLEASANT STATE MARINA, BORO OF POINT PLEASANT, OCEAN COUNTY, NEW JERSEY". DATED MAY 1966 AND
AS SHOWN 02/09/21 AEM RCM
MEAN LOW WATER (MLW) 0.06 0.16 -1.05 -0.95 -0.50 PREPARED BY THOMAS A. FINNEGAN, P.L.S.
THERE ARE 6 PROPOSED VEHICLE PARKING SPACES IN THE FISHING AREA WITH 1 REVIEWED BY:
PTH
PROJECT NUMBER: DRAWING NAME:
PROPOSED VAN ACCESSIBLE HANDICAPPED SPACE PROVIDED (DELINEATED ON THIS
MEAN LOWER LOW WATER (MLLW) 0.00 0.00 -1.11 -1.11 4. HORIZONTAL DATUM = NORTH AMERICAN DATUM OF 1983 (NAD 83) (NEW JERSEY STATE PLANE COORDINATE SYSTEM)
PLAN). THERE ARE 5 PROPOSED VEHICLE PARKING SPACES IN THE TRAILER PARKING AREA 20003956G C-LAYT
WITH 1 PROPOSED VAN ACCESSIBLE HANDICAPPED SPACE PROVIDED (DELINEATED ON VERTICAL DATUM = NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88).
FEMA DATA (REVISED 2018):
THIS PLAN). THESE MEET THE REQUIRED NUMBER PER THE REQUIREMENTS OF IBC TABLE SHEET TITLE:
BASE FLOOD ELEVATION 5.0'
1106.1. 5. THE LOCATION OF ALL UNDERGROUND UTILITIES AS SHOWN HEREON ARE APPROXIMATE AND ARE BASED ON VISIBLE SURFACE
ZONE AE
4. CONTRACTOR SHALL COORDINATE WITH ALL UTILITIES THAT MAY BE IMPACTED IN THIS MARKOUTS, STRUCTURES AND ANY UTILITY MAPS PROVIDED BY UTILITY COMPANIES REFERENCED HEREON. NO EXCAVATIONS WERE
PROJECT AREA. CONTRACTOR TO PROVIDE ANY SUPPORT TO AS NEEDED AT NO MADE DURING THE PROGRESS OF THIS SURVEY TO LOCATE BURIED UTILITIES/STRUCTURES, ADDITIONAL BURIED UTILITIES/STRUCTURES OVERALL PROJECT PLAN
ADDITIONAL COST TO OWNER. MAY HAVE BEEN ENCOUNTERED, THE CONTRACTOR SHALL HAVE ALL UNDERGROUND UTILITIES FIELD-VERIFIED BY THE PROPER UTILITY
*ABOVE TABLE LISTS CURRENT TIDAL STATIONS NEAR THE PROJECT SITE. DUE TO THE UNIQUE CONFIGURATION OF THE CANAL 5. CONTRACTOR TO RESTORE ANY CURBS, LANDSCAPING, ETC. OUTSIDE OF PROJECT COMPANIES BEFORE ANY CONSTRUCTION BEGINS.
WITH ADJACENT WATER BODIES, ACTUAL MHW AND MLW DATA AT THE POINT PLEASANT WMA LAGOON ARE CONSIDERABLY LIMITS AS REQUIRED IF AFFECTED BY CONSTRUCTION OPERATIONS. 30 0 30 60
DIFFERENT. THIS PLAN SHOWS THE ESTIMATED MHW AND MLW LOCATIONS BASED OFF MULTIPLE FIELD SURVEYS, AERIAL DATA AND SHEET NUMBER:
6. SET ROAD SURFACES 18"-14" HIGHER THAN ANY ADJOINING CONCRETE AND DECKING
RESEARCH. SURFACES AT INTERFACE WITH ROAD SURFACE AND CONCRETE/DECKING.
SCALE : 1" = 30' S-03
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.N
C O N S U L T I N G
WILL BE KNOWN AS COLLIERS ENGINEERING & DESIGN IN 2021
Customer Loyalty through Client Satisfaction
E www.maserconsulting.com
Office Locations:
n NEW JERSEY n NEW MEXICO
n NEW YORK n MARYLAND
n PENNSYLVANIA n GEORGIA
n VIRGINIA n TEXAS
n FLORIDA n TENNESSEE
W n NORTH CAROLINA n COLORADO
REPLACE FENCE WITH NEW CHAIN LINK
H
D n SOUTH CAROLINA
RT
REPLACE FENCE WITH NEW CHAIN LINK
NO
FENCE WITH CONC. FOOTINGS IN THIS Copyright © 2021. Maser Consulting. All Rights Reserved. This
AREA. FENCE TO BE 42" TALL FROM TOP FENCE WITH POST HARDWARE IN THIS
S
drawing and all the information contained herein is authorized for
OF GRADE (SEE DETAILS) (45'-0"±) AREA. FENCE TO BE 42" TALL FROM TOP OF use only by the party for whom the services were contracted or to
ADJACENT DOCK DECKING. INCLUDE whom it is certified. This drawing may not be copied, reused,
disclosed, distributed or relied upon for any other purpose without
NEW CHAIN LINK FENCE ALONG SE SIDE the express written consent of Maser Consulting.
OF NEW DOCK (SEE DETAILS) (60'-0"±)
6' WIDE, BARRIER-FREE COMPLIANT
CONC. SIDEWALK (2% CROSS NEW 16' WIDE TIMBER DOCK W/ COMPOSITE
PROTECT YOURSELF
SLOPE MAX., 5% RUNNING SLOPE DECKING. T/DECK EL. 2.50'± CUT DOCK AT END TO ALL STATES REQUIRE NOTIFICATION OF
MAX.) ALONG NE END OF NEW FIT AROUND BULKHEAD WALER DIAGONAL (SEE R
EXCAVATORS, DESIGNERS, OR ANY PERSON
PAVERS (SEE DETAILS) DETAILS) PILES TO BE CENTERED BETWEEN BULKHEAD PREPARING TO DISTURB THE EARTH'S
BATTERS. NUMBER OF PILE BENTS MAY VARY SURFACE ANYWHERE IN ANY STATE
below. __________________________
X
X
X
X
10"x10" CONC. DEPENDING ON LOCATION OF BATTERS Know what's
Callbefore you dig.
X
X
AREA BELOW DOCKS TO REMAIN AS OPEN WATER
X
X
X
X
X
X
CURB THIS AREA
3.04 X
X
X
X
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
X
X
X
X 12' LONG STEEL BULKHEAD RETURN VISIT: WWW.CALL811.COM
X
X
2.92 2.50
X
X
X
X
(LOC. IN KIND WITH EXIST. BULKHEAD)
X
X
X W/ REAR STEEL WALER (TO MATCH
3.00 X
X
X ADJACENT BULKHEAD) AND HEAVY
X
X
X
X DUTY MOLDED FENDER PROVIDED AT
2.50 X ENTRYWAY TO CHANNEL (SEE DETAILS)
X
X
X
C.I.P. CONC. BOAT RAMP (SEE 2 TIMBER PILE DOLPHIN (12"Ø
X
DETAILS) PROVIDE GROOVE PILINGS) BOUND TOGETHER WITH
ON TOP OF RAMP. GROOVE 2.50 WIRE ROPE AT END OF BULKHEAD
X
TO BE 60° FROM CENTER RETURN (ALIGN W/ DOCK PILINGS)
X
2.92 3.00 SEE DETAIL
A/S-09
-4.70
SEE DETAIL
E/S-07
DESIGN DEVELOPMENT SUBMISSION.
NJDEP/ACOE PERMIT SUBMISSION.
SCHEMATIC DESIGN SUBMISSION.
4' WIDE, BARRIER-FREE COMPLIANT
NJDEP COMMENTS REVISION 1.
FINAL DESIGN #1 SUBMISSION.
FINAL DESIGN #2 SUBMISSION.
FINAL DESIGN #3 SUBMISSION.
FINAL DESIGN #4 SUBMISSION.
CONC. SIDEWALK (2% CROSS
SLOPE MAX., 5% RUNNING SLOPE
MAX.) ALONG BACK OF NEW
CONCEPTUAL DESIGN.
PAVERS. PROVIDE TURN DOWN AT
OVERFLOW AREA (SEE DETAIL K)
DRAWN BY DESCRIPTION
2.50
CONTROL JOINT (TYP.) PROVIDE
BEACH SURFACE RESTORATION SEE DETAIL 6" WIDE HAND TROWELED FLAT
.
WITH PAVERS. SURFACE TO E/S-07 -4.70 BORDER AROUND SIDES OF
MATCH OVERFLOW AREA (SEE RAMP AND OVER JOINTS (3"
AEM
AEM
AEM
AEM
AEM
AEM
AEM
AEM
AEM
DETAIL K) EACH SIDE OF JOINTS)
.
REMOVE SEDIMENT TO EL. -4.0 PROPERTY LINE
3.00 IN THIS AREA. SEDIMENT HAS
2.92 ACCUMULATED IN THIS AREA
11/25/20
12/15/20
02/09/21
03/05/21
03/23/21
03/31/21
04/07/21
04/19/21
04/22/21
DUE TO THE WASHOUT FROM
DATE
THE BEACH AND
.
OVERTOPPING AREA
RIPRAP STONE (d50=8") AROUND
REV
.
BASE OF BOAT RAMP. MEET TOP OF
BOAT RAMP CURB AND SLOPE
DOWN AT 2H:1V MAX.
-4.70
PROVIDE TEMPORARY COFFERDAM
2.50
BOULDERS (TO PREVENT VEHICULAR
ENTRY INTO WATER) (d50=36" MIN.)
BOULDERS TO BE PLACED 6'-6" SPA.
MAX. BOULDERS TO BE FIELD STONE
VARIETY. BOULDERS TO BE
1.70 APPROVED BY ENGINEER PROPOSED JOINT PLANTED
2.48 REVETMENT (SEE DETAILS) (1700SF±)
INCORPORATE EXIST. STONES INTO
Richard C. Maloney
2.50 REVETMENT. QUANTITY MAY VARY NEW JERSEY LICENSED PROFESSIONAL ENGINEER
BASED ON SITE CONDITIONS LICENSE NUMBER: GE39023
1.50 CLEAR DEAD MASER CONSULTING, INC.
TREE/VEGETATION FROM THIS N.J. C.O.A. #: 24GA27986500
CORNER AND TURN
REVETMENT ALONG THIS END
1.70
AREA OF EXIST. POND OVERFLOW. 1.80
TO BE STABILIZED WITH PAVERS. 1:20 1.88
MAX. SLOPE ALONG WEST TO OW
FL 2.30
ALLOW FOR ADA ACCESSIBILITY.
(SEE DETAIL K)
BOAT RAMP AND FISHING
1.74 AREA
PROJECT No. P1225-00
3.20
FOR
1.80
POINT PLEASANT
WMA
TURNDOWN THIS AREA 1.88
2.48
10"x10", CONC. CURB ALONG CROWN OF ROADWAY TO BE
2.50 SE AND OVERFLOW AREA
Y
CENTERED IN ROADWAY UNTIL
ROADWA
(WHERE SHOWN) OF NEW
2% MAX.
WIDTH
THE TURN OFF AREA. AFTER TURN
PAVERS (SEE DETAIL K)
3
2
OFF AREA, GRADUALLY ADJUST
CROWN OF ROADWAY TOWARDS
SOUTHWEST SIDE OF ROADWAY
3.62
BEACH BOULEVARD
SET ROADWAY SURFACE 18"-14" 3.70 POINT PLEASANT
AY
OCEAN COUNTY
WIDTH
ABOVE TOP OF CONCRETE
2% MAX
ROADW
By: AMINENNA
3
1
STATE OF NEW JERSEY
PROVIDE ROADWAY RESCONSTRUCTION
IN THIS AREA (SEE TYPICAL SURFACING
DETAIL). GRADE ALL AREAS TO SLOPE RED BANK OFFICE
AWAY FROM ROADWAY. 2% MAX (1.5% Corporate Headquarters
PROVIDE NEW BLACK ON WHITE,
2020\20003956G\Engineering Drawings\Engineering\Site Plans\C-LAYT.dwg\S-04-RAMP-AREA
MIN.). SLOPE ON BOTH SIDES OF THE 331 Newman Springs Road
18"X30" SIGN (SHOWN BELOW)
ROADWAY. PROVIDE ROADWAY Suite 203
(LETTERING & SYMBOLS PER MUTCD)
WIDENING AT ALL AREAS DESIGNATED Red Bank, NJ 07701
AND POST IN THIS LOCATION
ON SHEET S-03. TOPSOIL, SEED &
FERTILIZE AS REQUIRED ALONG EDGES Phone: 732.383.1950
OF ROADWAY (SEE DETAIL 1/S-10) Fax: 732.383.1984
SCALE: DATE: DRAWN BY: CHECKED BY:
AS SHOWN 02/09/21 AEM RCM
REVIEWED BY:
PTH
PROJECT NUMBER: DRAWING NAME:
20003956G C-LAYT
SHEET TITLE:
BOAT RAMP/DOCK &
BOAT RAMP/DOCK AREA & REVETMENT AREA REVETMENT AREA
SCALE: 1" = 10'-0"
NOTES: 10 0 10 20
1. ENTIRE POND OVERFLOW AREA AND BEACH AREA TO BE RECONSTRUCTED WITH SHEET NUMBER:
PAVERS, GRAVEL SUBBASE & CONCRETE CURB/SIDEWALK PER DETAIL K/S-10.
SCALE : 1" = 10' S-04
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.N
C O N S U L T I N G
WILL BE KNOWN AS COLLIERS ENGINEERING & DESIGN IN 2021
Customer Loyalty through Client Satisfaction
E www.maserconsulting.com
Office Locations:
n NEW JERSEY n NEW MEXICO
n NEW YORK n MARYLAND
n PENNSYLVANIA n GEORGIA
n VIRGINIA n TEXAS
n FLORIDA n TENNESSEE
W n NORTH CAROLINA n COLORADO
H
n SOUTH CAROLINA
RT
NO
Copyright © 2021. Maser Consulting. All Rights Reserved. This
S
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 Maser Consulting.
PROTECT YOURSELF
ALL STATES REQUIRE NOTIFICATION OF
R
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
Know what's below. __________________________
Callbefore you dig.
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
BARRIER-FREE COMPLIANT DESIGNATED PATH
· SURFACE TO BE WELL COMPACTED,
STABLE, FIRM GRAVEL SURFACING
· MAXIMUM CROSS SLOPE TO BE 2% MAX.,
MAXIMUM RUNNING SLOPE TO BE 5%
MAX. 2% MAX. 4% MAX.
· MINIMUM WIDTH OF PATH TO BE 5'-0"
DESIGN DEVELOPMENT SUBMISSION.
PROVIDE ROADWAY RECONSTRUCTION
NJDEP/ACOE PERMIT SUBMISSION.
SCHEMATIC DESIGN SUBMISSION.
IN THIS AREA (SEE TYPICAL GRAVEL
SURFACING DETAIL). GRADE ALL AREAS
TO SLOPE AWAY FROM ROADWAY. 2%
MAX. SLOPE ON NW SIDE OF ROAD AND
CONCEPTUAL DESIGN.
4% MAX. SLOPE ON SE SIDE OF ROAD.
PROVIDE ROADWAY WIDENING AT ALL
AREAS DESIGNATED ON SHEET S-03
DRAWN BY DESCRIPTION
.
.
.
.
.
.
AEM
AEM
AEM
AEM
.
.
.
.
.
.
11/25/20
12/15/20
02/09/21
03/05/21
DATE
.
.
.
.
.
.
REV
.
.
.
.
.
.
.
PROVIDE NEW CONCRETE PAD
WITH ADA COMPLIANT
TRAFFIC MARKINGS & STRIPING
7
6
5.80
PROVIDE NEW R7-8
ACCESSIBLE PARKING SIGN 5.00
(SEE DETAIL)
6'
Richard C. Maloney
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE39023
MASER CONSULTING, INC.
12'
N.J. C.O.A. #: 24GA27986500
PROVIDE PARKING LOT WIDENING 5.00
IN THIS AREA (SEE DETAILS) 5.80
BOAT RAMP AND FISHING
AREA
PROJECT No. P1225-00
FOR
POINT PLEASANT
WMA
5
PROVIDE PARKING
RECONSTRUCTION IN THIS AREA (SEE
12' TYP.
PROVIDE NEW, EXTRA LARGE, TYPICAL GRAVEL SURFACING DETAIL).
HEAVY DUTY PARKING STOPS
WITH H.D.G. SPIKES TO
GRADE ALL AREAS TO SLOPE AWAY BEACH BOULEVARD
FROM ROADWAY. PROVIDE
DELINEATE TRAILER PARKING ROADWAY WIDENING AT ALL AREAS POINT PLEASANT
LOCATIONS (TYP. FOR 5) DESIGNATED ON SHEET S-03
OCEAN COUNTY
By: AMINENNA
STATE OF NEW JERSEY
6'-6"
RED BANK OFFICE
Corporate Headquarters
2020\20003956G\Engineering Drawings\Engineering\Site Plans\C-LAYT.dwg\S-05-TRAL-PRKG
331 Newman Springs Road
Suite 203
REINSTALL EXIST. PARK SIGN. Red Bank, NJ 07701
RESTORE SIGN TO LIKE NEW
CONDITION WITH FRESH Phone: 732.383.1950
PROVIDE GUIDE RAIL END Fax: 732.383.1984
PAINT/STAIN. PROVIDE NEW 4x4 TERMINAL AT END OF EXIST.
TIMBER POSTS & MISC. HARDWARE GUIDERAILS. RESHAPE
TO MATCH EXIST. SCALE: DATE: DRAWN BY: CHECKED BY:
DEFORMED AREAS AS REQ'D.
PROVIDE NEW SIGNS TO (TYP. FOR 3 THIS AREA) AS SHOWN 02/09/21 AEM RCM
MATCH EXIST SIGNAGE REVIEWED BY:
PTH
PROJECT NUMBER: DRAWING NAME:
REMOVED
20003956G C-LAYT
SHEET TITLE:
TRAILER PARKING LOT
TRAILER PARKING LOT AREA/ROADWAY PLAN AREA/ ROADWAY PLAN
SCALE: 1" = 10'-0" 10 0 10 20
SHEET NUMBER:
SCALE : 1" = 10' S-05
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.C O N S U L T I N G
WILL BE KNOWN AS COLLIERS ENGINEERING & DESIGN IN 2021
D Customer Loyalty through Client Satisfaction
www.maserconsulting.com
Office Locations:
n NEW JERSEY n NEW MEXICO
n NEW YORK n MARYLAND
n PENNSYLVANIA n GEORGIA
12' LONG STEEL BULKHEAD RETURN n VIRGINIA n TEXAS
(LOC. IN KIND W/ EXIST BULKHEAD) W/ MHW LINE
n FLORIDA n TENNESSEE
REAR STEEL WALER (TO MATCH NEW 10' WIDE TIMBER DOCK W/
ADJACENT BULKHEAD) AND HEAVY n NORTH CAROLINA n COLORADO
PROVIDE A MIN. OF 6 NEW COMPOSITE DECKING. T/DECK EL.
DUTY MOLDED FENDER PROVIDED AT MLW LINE 2.60'± END DOCK BEFORE n SOUTH CAROLINA
ENTRYWAY TO CHANNEL (SEE DETAILS) BENCHES ALONG FISHING DOCK. Copyright © 2021. Maser Consulting. All Rights Reserved. This
BULKHEAD WALER DIAGONAL REPLACE FENCE WITH NEW CHAIN LINK
LOCATIONS OF BENCHES TO BE REPLACE FENCE WITH NEW CHAIN LINK drawing and all the information contained herein is authorized for
(SEE DETAILS) PILES TO BE FENCE WITH CONC. FOOTINGS IN THIS use only by the party for whom the services were contracted or to
DETERMINED IN THE FIELD WITH FENCE WITH POST HARDWARE IN THIS
CENTERED BETWEEN BULKHEAD AREA. FENCE TO BE 42" TALL FROM TOP whom it is certified. This drawing may not be copied, reused,
THE OWNER. BENCHES MAY NOT AREA. FENCE TO BE 42" TALL FROM TOP OF
BATTERS. NUMBER OF PILE BENTS OF GRADE (SEE DETAILS) (85'-0"±) disclosed, distributed or relied upon for any other purpose without
BE BEHIND REQUIRED ADA ADJACENT DOCK DECKING. INCLUDE the express written consent of Maser Consulting.
RAILING LOCATIONS MAY VARY DEPENDING ON
NEW CHAIN LINK FENCE ALONG NE END
LOCATION OF BATTERS. AREA
OF NEW DOCK (SEE DETAILS) (200'-0"±)
BELOW DOCKS SHALL REMAIN AS PROTECT YOURSELF
OPEN WATER WHERE NECESSARY PROVIDE NEW R7-8 ALL STATES REQUIRE NOTIFICATION OF
ACCESSIBLE PARKING SIGN R
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
(SEE DETAIL) SURFACE ANYWHERE IN ANY STATE
Know what's below. __________________________
X X X X X X
Callbefore you dig.
X X
REINSTALL EXIST. BENCHES IN
X
FOR STATE SPECIFIC DIRECT PHONE NUMBERS
X X X X X
LOCATIONS AS DIRECTED BY OWNER
X X X X X X X X VISIT: WWW.CALL811.COM
IN FIELD (TYP. FOR 4) REPLACE BROKEN
X X
X
X X X X X X X X X X X X
BENCH BOARDS BEFORE REINSTALLING
X X X
BENCHES (ASSUME 5)
X
X X X X X X X X X X X X X X X X X X X X X X X X X
X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
2.60
X X X
(TYP)
X
2.70
X
3.10
5'-0"
1% 2.80
1%
7'-6"
2.80 3.16
2'-3"
2.60 2.70
SEE DETAIL
A/S-08 9'-0" (TYP.)
SET ROADWAY SURFACE
SET ROADWAY SURFACE 1 "-1 " ABOVE TOP OF
1 "-1 " ABOVE TOP OF 8 4
8 4 CONCRETE (TYP.)
18'-8"
18'-0"
EXIST. BULKHEAD REMAINS DECKING
PROVIDE NEW, HEAVY DUTY
PARKING STOPS (SEE DETAILS)
RIPRAP STABILIZATION (TYP. FOR 6)
FLOW
(d50=12") AROUND END PROVIDE NEW ALUMINUM
OF NEW DOCK DESIGNATED FISHING PLATFORM (90'-0" RAILING ALONG LAGOON
LONG). 25%+ OF LAGOON RAILING IN SIDE OF DOCK, RAIL 42" TYP. PROVIDE NEW CONCRETE PAD
DESIGN DEVELOPMENT SUBMISSION.
THIS AREA TO BE 34" FROM TOP OF MIN. 25% OF RAILS TO BE 34" WITH ADA COMPLIANT
3.12 3.36
NJDEP/ACOE PERMIT SUBMISSION.
DECK, REMAINDER OF RAILING IN THIS 8'-0"
SCHEMATIC DESIGN SUBMISSION.
IN DESIGNATED FISHING 8'-0" TRAFFIC MARKINGS & STRIPING
PROVIDE NEW 36" TALL PROPERTY LINE
NJDEP COMMENTS REVISION 1.
AREA TO BE 42" FROM TOP OF DECK PLATFORM AREA
FINAL DESIGN #1 SUBMISSION.
FINAL DESIGN #2 SUBMISSION.
FINAL DESIGN #3 SUBMISSION.
FINAL DESIGN #4 SUBMISSION.
ALUMINUM RAILING ALONG 16'-8"
END OF DOCK 2.90 3.70
CONCEPTUAL DESIGN.
MAINTAIN EXISTING
VEGETATIVE SHORELINE
DRAWN BY DESCRIPTION
EXIST. TREE STRICT CONFORMANCE
LINE (TYP.) TO PARKING LOT
GRADING REQUIRED!
.
AEM
AEM
AEM
AEM
AEM
AEM
AEM
AEM
AEM
.
3'-6"
2'-10"
2'-10"
2'-10"
2'-10"
2'-10"
3'-0"
3'-0"
3'-0"
3'-0"
11/25/20
12/15/20
02/09/21
03/05/21
03/23/21
03/31/21
04/07/21
04/19/21
04/22/21
DATE
.
3.10
3.00
REV
.
5'-0" C/C POST
SPACING (TYP.) 5'-0" LONG PROVIDE ROADWAY/PARKING
SECTION OF 34" RECONSTRUCTION IN THIS AREA.
TALL RAILING 15'-0" LONG SECTION OF GRADE ALL AREAS AS SHOWN.
5'-0" 15'-0" 5'-0" 15'-0" (TYP.) 36" TALL RAILING (TYP.) 5'-0" 15'-0" 5'-0" TOPSOIL, SEED & FERTILIZE AT EDGE
FILL ERODED RUNOFF OF PAVEMENT AS REQUIRED (SEE
AREA WITH GRAVEL. DETAIL I/S-10)
90'-0" SEE DETAILS
FISHING PLATFORM ELEVATION
SCALE: 316"=1'-0"
NOTES:
1. FISHING PLATFORM AREA RAILING TO BE 90'-0" LONG WITH 5'-0" SECTIONS. EVERY 4TH SECTION TO BE 34" TALL.
MINIMUM 25% OF RAILS (22'-6") TO BE 34" TALL PER A117.1, SECTION 1105.2. 90'-0" TOTAL LENGTH OF RAILS AT
Richard C. Maloney
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
FISHING PLATFORM WITH 25'-0" OF RAILS AT 34" TALL WHICH IS GREATER THAN THE REQUIRED 25%.
LICENSE NUMBER: GE39023
2. RAILING POSTS TO HAVE 3x6 CURB ON DOCK AT ALL 34" TALL RAILING LOCATIONS, NOT SHOWN FOR CLARITY.
MASER CONSULTING, INC.
3. SEE DETAIL G/S-08 FOR MORE INFORMATION.
N.J. C.O.A. #: 24GA27986500
BOAT RAMP AND FISHING
AREA
PROJECT No. P1225-00
FOR
POINT PLEASANT
WMA
BEACH BOULEVARD
POINT PLEASANT
OCEAN COUNTY
By: AMINENNA
STATE OF NEW JERSEY
RED BANK OFFICE
Corporate Headquarters
2020\20003956G\Engineering Drawings\Engineering\Site Plans\C-LAYT.dwg\S-06-FISH-AREA
331 Newman Springs Road
Suite 203
Red Bank, NJ 07701
FISHING ACCESS AREA & DOCK PLAN
SCALE: 1" = 10'-0" Phone: 732.383.1950
Fax: 732.383.1984
SCALE: DATE: DRAWN BY: CHECKED BY:
AS SHOWN 02/09/21 AEM RCM
REVIEWED BY:
PTH
PROJECT NUMBER: DRAWING NAME:
20003956G C-LAYT
10 0 10 20 SHEET TITLE:
FISHING ACCESS AREA &
SCALE : 1" = 10' DOCK PLAN
SHEET NUMBER:
S-06
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.C O N S U L T I N G
WILL BE KNOWN AS COLLIERS ENGINEERING & DESIGN IN 2021
8" THICK CAST-IN-PLACE CONCRETE RAMP (TYPE II CEMENT, f'c = Customer Loyalty through Client Satisfaction
8" CONCRETE SLAB WITH #4 @ 12" O.C. EA. WAY AT
5,000 PSI MIN.) REINFORCED WITH #4 @ 12" C/C EACH WAY AT MID-DEPTH, SUPPORTED ON FABRICATED CHAIRS. ALL www.maserconsulting.com
MID-DEPTH, SUPPORTED ON FABRICATED CHAIRS. REINFORCING SHALL BE EPOXY-COATED Office Locations:
REINFORCING SHALL BE EPOXY-COATED. CONTROL JOINTS
SHALL BE PROVIDED LONGITUDINALLY AND TRANSVERSELY AT n NEW JERSEY n NEW MEXICO
EQUAL SPACING (MAX. SPACING OF 20' C/C). SEE DETAILS FOR PROVIDE 6"x6" CONC. CURB n NEW YORK n MARYLAND
JOINTING AND RAMP CORRUGATION. AROUND 3 SIDES OF RAMP
50'-60' (OVERALL RAMP LENGTH) n PENNSYLVANIA n GEORGIA
n VIRGINIA n TEXAS
CONT. #4
n FLORIDA n TENNESSEE
#4 @ 12" O.C.
n NORTH CAROLINA n COLORADO
8"
GRADE
EL. +2.50 2 n SOUTH CAROLINA
1 Copyright © 2021. Maser Consulting. All Rights Reserved. This
drawing and all the information contained herein is authorized for
MHW use only by the party for whom the services were contracted or to
1'-0"
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 Maser Consulting.
SLOPE 12
%-14.4%
MLW PROTECT YOURSELF
ALL STATES REQUIRE NOTIFICATION OF
(1) #4 R
EXCAVATORS, DESIGNERS, OR ANY PERSON
12" THICK CRUSHED CONT. PREPARING TO DISTURB THE EARTH'S
SEE DETAIL SURFACE ANYWHERE IN ANY STATE
STONE UNDER FULL
2'-0"
(SIM.)
RAMP AREA ADD ADDITIONAL
12" CRUSHED STONE Know what's below. __________________________
STONE WHERE REQUIRED
UNDER ENTIRE AREA OF
BOAT RAMP (TYP) (3) #4
Callbefore you dig.
TO FILL VOIDS CONT. FOR STATE SPECIFIC DIRECT PHONE NUMBERS
VISIT: WWW.CALL811.COM
PROVIDE 6'-0"Wx2'-6"MIN. DEEP OF d50 (8")
T/RAMP EL. -4.70± RIP-RAP AT BOTTOM OF RAMP. PROVIDE
RIP-RAP AT SIDES OF RAMP AS REQUIRED TO
4'-0" MEET EXISTING MUDLINE.
1'-4"± #4 @ 12" O.C.
2'-0" (TYPICAL)
12'-0"±
NOTE: TURNDOWN TYPICAL FOR 4 SIDES OF RAMP.
PROVIDE RIP RAP BEYOND CURB TYPICAL FOR 3 SIDES OF RAMP.
EXTEND CONCRETE TURNDOWN AT SIDES END OF RAMP AND ON
OF RAMP AS SHOWN. PROVIDE RIP RAP TO SIDES PAST END OF SHEET
FILL IN BETWEEN MUDLINE AND TOP OF PILES TO MEET EXISTING
RAMP AS REQUIRED
SEE DETAIL
MUD LINE (SEE TYPICAL
RAMP TURNDOWN DETAIL)
TYPICAL RAMP
B TURNDOWN DETAIL
BOAT RAMP S-07 SCALE: 3/4" = 1'-0"
A CROSS SECTION
DESIGN DEVELOPMENT SUBMISSION.
NJDEP/ACOE PERMIT SUBMISSION.
SCHEMATIC DESIGN SUBMISSION.
S-07 SCALE: 3/4" = 1'-0"
NJDEP COMMENTS REVISION 1.
FINAL DESIGN #1 SUBMISSION.
FINAL DESIGN #2 SUBMISSION.
FINAL DESIGN #3 SUBMISSION.
FINAL DESIGN #4 SUBMISSION.
SECOND POUR FIRST POUR
CONCEPTUAL DESIGN.
DRAWN BY DESCRIPTION
DREDGED MATERIAL
1 " TOOLED EDGE 23 4" CLR. (TYP)
2 112" SILT FENCE
(CONT.)
4"±
1 " 1 "
2 2
112" 212" KEY
3
HAY BALE
.
1 " TAPER (TYP)
4
AEM
AEM
AEM
AEM
AEM
AEM
AEM
AEM
AEM
.
3" CLR.
1:
(TYP.)
1
4 'MAXIMUM
1
1:
90°
11/25/20
12/15/20
02/09/21
03/05/21
03/23/21
03/31/21
04/07/21
04/19/21
04/22/21
DATE
8" SLAB
8" THICK PANEL
4"
.
3
112" KEY
REV
1"
.
±
(SCALE: FULL-SIZE)
CRUSHED STONE
NOTE: NOTE:
1. PRIOR TO START OF RAMP PANEL FABRICATION, CONTRACTOR SHALL SUBMIT TO
ENGINEER FOR APPROVAL A SAMPLE OF CORRUGATED FINISH ON A 4'x4'x3" MIN. SAMPLE ALL STEEL REINFORCEMENT TO BE EPOXY COATED.
SEDIMENT REMOVAL
2.
FOR ENGINEER'S ACCEPTANCE AND APPROVAL.
RAMP CORRUGATION TO BE AT A 60° ANGLE TO THE CENTER OF RAMP. F DRYING AREA SECTION
3. PROVIDE 6" WIDE (3" EACH SIDE OF JOINTS) HAND TROWELED FLAT BORDER AT JOINTS CONTINUOUS BOND
BREAKER BETWEEN POURS
NOTE:
KEYWAY MUST BE FORMED. S-07 SCALE: N.T.S. Richard C. Maloney
AND AROUND PERIMETER OF RAMP. NEW JERSEY LICENSED PROFESSIONAL ENGINEER
(TYP) LICENSE NUMBER: GE39023
MASER CONSULTING, INC.
N.J. C.O.A. #: 24GA27986500
TYPICAL RAMP TYPICAL RAMP
C CORRUGATION DETAIL D CONTROL JOINT DETAIL
S-07 SCALE: 3" = 1'-0" S-07 SCALE: 3" = 1'-0"
BOAT RAMP AND FISHING
BALE
AREA
CONCRETE BOAT RAMP (12%± SLOPE)
PROJECT No. P1225-00
FOR
FLOW
POINT PLEASANT
5 WMA
MLW EL. -0.50
EXISTING LIMIT OF EXCESS 4" VERTICAL
SEDIMENTATION LOSS FACE
0
PROPOSED SEDIMENTATION
REMOVAL DEPTH EL. -4.00 FLOW
BEACH BOULEVARD
-5 ANGLE FIRST STAKE
POINT PLEASANT
TOWARD PREVIOUSLY OCEAN COUNTY
By: AMINENNA
LAID BALE SECURELY TIED BALES
PLACED ON THE STATE OF NEW JERSEY
CONTOURS
2 REBARS, STEEL PICKETS, RED BANK OFFICE
-10 OR 2" x 2" STAKES 1-1/2' TO Corporate Headquarters
2020\20003956G\Engineering Drawings\Engineering\Site Plans\C-DTLS.dwg\S-07-RAMP-DTLS
2' IN GROUND 331 Newman Springs Road
Suite 203
Red Bank, NJ 07701
Phone: 732.383.1950
Fax: 732.383.1984
SCALE: DATE: DRAWN BY: CHECKED BY:
PLACEMENT &
PROFILE OF ALIGNMENT - DREDGE
AS SHOWN 02/09/21 AEM RCM
REVIEWED BY:
PTH
SEDIMENT REMOVAL ANCHORING BALE PROJECT NUMBER:
20003956G
DRAWING NAME:
C-DTLS
E CROSS SECTION G SEDIMENT BARRIERS SHEET TITLE:
S-07 SCALE: HORIZONTAL & VERTICAL: 1"=5' S-07 SCALE: N.T.S.
BOAT RAMP DETAILS
SHEET NUMBER:
TOTAL VOLUME OF SEDIMENT REMOVAL = 75 CY±
S-07
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.℄
C O N S U L T I N G
WILL BE KNOWN AS COLLIERS ENGINEERING & DESIGN IN 2021
PILE & SPLICE BLOCK
Customer Loyalty through Client Satisfaction
GIRDERS www.maserconsulting.com
Office Locations:
X
n NEW JERSEY n NEW MEXICO
ALUMINUM RAILING
X
n NEW YORK n MARYLAND
PROVIDE CHAIN LINK FENCE TOP (SEE DETAILS)
X
NEW CHAIN LINK FENCE POSTS
& MESH. FENCE TO EXTEND 42"
RAIL PADDING FULL LENGTH OF n PENNSYLVANIA n GEORGIA
X
NEW CHAIN LINK FENCE 2x6 (NOM) COMPOSITE DECK PLANKS, WITH (2) HURRICANE TWIST n VIRGINIA n TEXAS
MIN. ABOVE T/DOCK
X
STAINLESS STEEL SCREWS @ EACH PLANK @ EACH ℄ STRAPS (TYP.)
PILE & SPLICE (2) 3/4" GALV. BOLTS n FLORIDA n TENNESSEE
X
JOIST (TYPICAL) T/DECK EL. 2.60'±
n NORTH CAROLINA n COLORADO
X
NEW 2" HEAVY DUTY H.D.G. FENCE 3x10 SOLID BLOCK 3"
POSTS @ 8' C/C W/ NEW CHAIN LINK GIRDERS n SOUTH CAROLINA
X
ATTACH TIMBER JOISTS TO EACH TIMBER GIRDER HURRICANE TWIST
MESH. PROVIDE NEW POST HARDWARE SECTION WITH PRE-ENGINEERED TIMBER "TWIST STRAPS (TYP.) Copyright © 2021. Maser Consulting. All Rights Reserved. This
X
drawing and all the information contained herein is authorized for
WHERE INDICATED ON PLANS STRAP" CONNECTOR, EXISTING SITE VEGETATION TO 3x10 JOIST use only by the party for whom the services were contracted or to
X
16GA. STAINLESS STEEL. (TYPICAL) DOUBLE 3x8 BE MAINTAINED 2'-0" whom it is certified. This drawing may not be copied, reused,
X
THIS ENDS JOIST disclosed, distributed or relied upon for any other purpose without
3x8 JOISTS the express written consent of Maser Consulting.
X
T/BH 3.15' PROVIDE SOLID BLOCKING (TYP)
X
(3x) AT EACH HANDRAIL PROTECT YOURSELF
X
POST LOCATIONS ALL STATES REQUIRE NOTIFICATION OF
T/DECK 2.60'
X
R
EXCAVATORS, DESIGNERS, OR ANY PERSON
9" PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
EXIST. CANAL (2) 3/4" GALV. BOLTS Know what's below. __________________________
STEEL BULKHEAD
3" (TYP.) Callbefore you dig.
9" 2'-0"
W/ REAR WALER FOR STATE SPECIFIC DIRECT PHONE NUMBERS
(TYP.)
VISIT: WWW.CALL811.COM
SCAB SPLICE DETAIL
MHW
JOIST
JOIST LAP LAP
SPLICE DETAIL
(2) NEW 4x10 TIMBER
GIRDERS AT TIMBER PILES
B SPLICE DETAIL C SCAB SPLICE DETAIL
S-08 SCALE: N.T.S. S-08 SCALE: N.T.S.
EXIST. GRADE
MLW (2) 1"Ø THRU BOLTS WITH
OGEE WASHERS & HEX NUTS
@ EACH EXISTING PILE. ALL
HARDWARE SHALL BE HOT-DIP
GALVANIZED (TYPICAL)
6" 2'-0"
MIN
COMPOSITE DECK PLANKS (TYP)
"SIMPSON" STRAP ANCHORS
DESIGN DEVELOPMENT SUBMISSION.
3x8 JOISTS (TYP)
NJDEP/ACOE PERMIT SUBMISSION.
SCHEMATIC DESIGN SUBMISSION.
CONCEPTUAL DESIGN.
33 4"
(2)4x10 GIRDER (TYP)
DRAWN BY DESCRIPTION
1114"
412"
3"
.
.
.
.
.
.
(2) 1"Ø THRU-BOLTS
AEM
AEM
AEM
AEM
(TYPICAL)
.
.
.
.
.
.
PROVIDE 3" BEARING OF
1'-6" 7'-0" 1'-6" 4x10'S AT PILE NOTCH (TYP)
12"Ø TIMBER PILE (TYP)
11/25/20
12/15/20
02/09/21
03/05/21
DATE
.
.
.
.
.
.
FISHING AREA
REV
DOCK SECTION TYPICAL PILE
.
.
.
.
.
.
.
A
SCALE: 3/4" = 1'-0"
C
L PILING BENT
S-08
C
L PILING BENT D TOP DETAIL
S-08 SCALE: N.T.S.
9'-0" PILE SPACING (PILE TO BE CENTERED
BETWEEN BATTER PILES OF BULKHEAD)
1 " SPACING BETWEEN
2
DECK BOARDS
Richard C. Maloney
NEW JERSEY LICENSED PROFESSIONAL ENGINEER
LICENSE NUMBER: GE39023
MASER CONSULTING, INC.
N.J. C.O.A. #: 24GA27986500
(2)1"Ø THRU BOLTS WITH 6x4x14 ANGLE 8" LONG (TYP.)
OGEE WASHERS & HEX NUTS 3x8 END JOIST
@ EACH EXISTING PILE. ALL
3x8 JOISTS
HARDWARE SHALL BE
HOT-DIP GALVANIZED (TYP.)
(2)4x10 GIRDERS
BOAT RAMP AND FISHING
AREA
(2) 1/2"Ø CARRIAGE PROJECT No. P1225-00
(2) 1/2"Ø THRU BOLTS (TYP.) BOLTS (TYP.)
FOR
(2) 3 4"Ø GALV. BOLTS
PER JOIST OVERLAP AT
JOISTS (TYP.) POINT PLEASANT
WMA
C/C PILING
10'-0"
= 7'-0"
24" TYPICAL END
E JOIST DETAIL BEACH BOULEVARD
SCALE: N.T.S.
PROVIDE 3x8 BLOCKING AT
S-08 POINT PLEASANT
MIDSPAN OF EVERY OTHER
OCEAN COUNTY
By: AMINENNA
JOIST BAY (NOT ALL
SHOWN FOR CLARITY) STATE OF NEW JERSEY
RED BANK OFFICE
Corporate Headquarters
2020\20003956G\Engineering Drawings\Engineering\Site Plans\C-DTLS.dwg\S-08-DOCK-DTL1
331 Newman Springs Road
Suite 203
Red Bank, NJ 07701
Phone: 732.383.1950
PROVIDE 3x8 BLOCKING AT Fax: 732.383.1984
EACH RAILING POST
LOCATION (NOT ALL SCALE: DATE: DRAWN BY: CHECKED BY:
SHOWN FOR CLARITY)
AS SHOWN 02/09/21 AEM RCM
REVIEWED BY:
PTH
PROJECT NUMBER: DRAWING NAME:
20003956G C-DTLS
SHEET TITLE:
DOCK AREA DETAILS
FISHING AREA SHEET 1 of 2
B DOCK PLAN SHEET NUMBER:
S-08 SCALE: 3/4" = 1'-0"
S-08
NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.You can also read
