20110905 Ver 4_USACE Permit_20201001

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2020-01713 County: Carteret U.S.G.S. Quad: NC- Beaufort
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Applicant: United States Coast Guard. Agent: Doug Huggett
Mr. Gregory P. lodge. Moffatt and Nichol
Civil Engineering Unit 310-B greenfield Drive
1240 E. Ninth Street Newport, NC 28570
Cleveland, OH 44199-2060
Size (acres) 0.19 Nearest Town Atlantic Beach
Nearest Waterway Fort Macon Creek River Basin White Oak
USGS HUC 03040206 Coordinates Latitude: 34.697536
Longitude: -76.681344
Location description: Property is located, north just before the entrance to Fort Macon state park, west of Fort Macon state
park, Pin # 639500629603000, Carteret, North Carolina. 1,550 feet to project location, Carteret, North Carolina.
Description of projects area and activity: This verification authorizes the repair of .004 acres of existing groin, .073 acres existing
bulkheads and maintenance & repair of docking facilities, shoreline stabilization structures at the U.S.C.G facility Fort
Macon, Atlantic Beach, NC.
Applicable Law(s): Section 404 (Clean Water Act, 33 USC 1344)
Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Nationwide/General Permit Number: Permit Number: NWP #3
SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the enclosed
Conditions, your application signed and dated 8/17/2020, and the enclosed Project # 10096-5, sheets 1-34 Site Plan dated
7/10/2020. Any violation of the attached conditions or deviation from your submitted plans may subject the permittee to a stop
work order, a restoration order, a Class I administrative penalty, and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified, suspended
or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or modified, this
verification will remain valid until the expiration date identified below, provided it complies with all requirements of the modified
nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the activity would
no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction)
or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity is completed
within twelve months of the date of the nationwide permit’s expiration, modification or revocation, unless discretionary authority has
been exercised on a case-by-case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior
to beginning work you must contact the N.C. Division of Coastal Management Morehead City, NC, at [phone].
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State
or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program,
please contact Thomas Charles at (910)-251-4101 or [e-mail]
Corps Regulatory Official: _____________________________________________________ Date: 10/1/2020
Expiration Date of Verification: 3/18/2022
SPECIAL CONDITIONS
SAW-2010-01768

1. In order to protect the endangered West Indian manatee (Trichechus manatus) the Permittee shall
implement the U.S. Fish and Wildlife Service’s Manatee Guidelines, and strictly adhere to all
requirements therein. The guidelines can be found at http://www.fws.gov/nc-
es/mammal/manatee_guidelines.pdf.

2. USCG and its contractors will employ NMFS’ Sea Turtle and Smalltooth Sawfish Construction
Conditions (rev. March 23, 2006).

Action ID Number: SAW-2020-01713 County: Carteret

Permittee: United States Coast Guard., Mr. Gregory P. lodge.

Project Name: Repair of .004 acres of existing groin, .073 acres existing bulkheads and maintenance & repair of
docking facilities

Date Verification Issued: 10/1/2020

Project Manager: Thomas Charles

Upon completion of the activity authorized by this permit and any mitigation required by the
permit, sign this certification and return it to the following address:

US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: Thomas Charles
Wilmington Regulatory Office
U.S Army Corps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 28403

Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps
of Engineers representative. Failure to comply with any terms or conditions of this authorization
may result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class
I administrative penalty, or initiating other appropriate legal action.

I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed
in accordance with the permit conditions.

_______________________________________ ______________________
Signature of Permittee Date

A Joint Venture
EXISTING
GROIN
BULKHEADN.C. R
O
U
T
E

5
8 PIERBOGUE SOUND
PAMLICO
SOUND
ATLANTIC
OCEANU.S
.
70
SOU
N
D CORE SOUND
U.S. 17
MOREHEAD
FORT MACON
NEW
BERN
CITY
BOGUE
N.C. ROUTE 58
ATLANTIC BEACH
TO FOR
T

M
A
C
O
N
TO ATLA
N
T
I
C

B
E
A
C
H
MAIN BARRACKS/
GALLEY
MAIN
ENTRANCE
BOAT
HOUSE
CAPE LOOKOUT
BALL FIELD &
HELICOPTER
LANDING AREA
U.S. COAST GUARD SFO FORT MACON
U.S. COAST GUARD
CIVIL ENGINEERING UNIT CLEVELAND
CLEVELAND, OHIO
UNITED STATES COAST GUARD
CIVIL ENGINEERING UNIT
WATERFRONT REPAIRS
LOCATION MAP
SCALE: NTS
SITE MAP
SCALE: NTS
ATLANTIC BEACH, NORTH CAROLINA
INDEX OF DRAWINGS
SHEET
INDEX
SHEET
NO.SHEET TITLE
GENERAL
1 G-001 COVER SHEET
2 G-002 GENERAL NOTES
3 G-003 GENERAL NOTES
4 G-100 OVERALL TOPOGRAPHIC SURVEY
5 G-101 TOPOGRAPHIC SURVEY
6 G-102 TOPOGRAPHIC SURVEY
7 G-103 TOPOGRAPHIC SURVEY
8 G-104 TOPOGRAPHIC SURVEY
DEMOLITION
9 SD100 OVERALL DEMOLITION PLAN
10 SD101 DEMOLITION PLANS
11 SD102 FLOATING DOCK DEMOLITION PLAN
12 SD103 SOUTH GROIN DEMOLITION PLAN
13 SD104 REVETMENT DEMOLITION PLAN
14 SD501 DEMOLITION DETAILS
15 SD502 DEMOLITION DETAILS
16 SD601 DEMOLITION PHOTOGRAPHS
17 SD602 DEMOLITION PHOTOGRAPHS
18 SD603 DEMOLITION PHOTOGRAPHS
INDEX OF DRAWINGS
SHEET
INDEX
SHEET
NO.SHEET TITLE
STRUCTURAL
19 S-100 OVERALL CONSTRUCTION PLAN
20 S-101 CONSTRUCTION PLANS
21 S-102 FLOATING DOCK PLAN
22 S-103 SOUTH GROIN PLAN
23 S-104 REVETMENT PLAN
24 S-501 BULKHEAD DETAILS
25 S-502 BULKHEAD DETAILS
26 S-503 FLOATING DOCK DETAILS
27 S-504 GANGWAY DETAILS
28 S-505 WOOD DOCK DETAILS
29 S-506 FENDER SYSTEM DETAILS
30 S-507 REVETMENT DETAILS
31 S-508 SECURITY FENCE DETAILS
32 S-509 MISCELLANEOUS DETAILS
ELECTRICAL
33 E-101 ELECTRICAL SITE PLAN
34 E-501 ELECTRICAL PLAN & DETAILS
GENERAL NOTES STRUCTURAL AND MISCELLANEOUS STEEL FOUNDATION
1.PILES SHALL BE DRIVEN TO THE INDICATED TIP ELEVATION. PILES SHALL BE DRIVEN USING A HAMMER OF
AN APPROVED TYPE, WITH A CAPACITY EQUAL TO THE HAMMER MANUFACTURER'S RECOMMENDATION FOR
THE TOTAL WEIGHT OF THE PILE AND CHARACTERISTICS OF SUBSURFACE MATERIAL ENCOUNTERED.
2.JETTING OF PILES SHALL NOT BE ALLOWED.
2. WIND, WAVE AND CURRENT LOADS ON STRUCTURES
A. DESIGN WIND = 156 MPH
B. CURRENT = 0.5 KNOTS (0.84 FPS)
3. DESIGN VESSELS
1. LOAD PARAMETERS
A. UNIFORM LIVE LOAD =
DESIGN CRITERIA
CONCRETE AND REINFORCING STEEL
100 PSF FOR WOOD DOCK AND BULKHEAD
DESIGN VESSEL LENGTH
(FT)
BEAM
(FT)
DRAFT
(FT)
DISPLACEMENT
(LONG TON)
WIND AREA (SQ
FT)
FAST RESPONSE CUTTER (FRC)154 25 8.5 354 2186
* APPROACH VELOCITY SHALL BE O.5 FEET PER SECOND AT AN ANGLE OF 15 DEGREES TO THE LONGITUDINAL AXIS OF THE
PIER.
#10
#9
#8
#7
#6
#5
#4
SIZE
BAR
BARS
TOP
BARS
LAP
CLASS
BOTTOM
B
B
B
B
B
B
B
36"
29"
22"
43"
63"
72"
81"
#3
B 90"
17"
23"
28"
34"
49"
56"
63"
69"
LAP SPLICES OF
REINFORCING BARS F'c=5,000 PSI
1.NOTES BELOW ARE NOT INTENDED TO REPLACE SPECIFICATIONS. SEE SPECIFICATIONS FOR REQUIREMENTS IN ADDITION TO THE
GENERAL NOTES.
2.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS.
3.DRAWINGS ARE NOT COMPLETE IN EVERY DETAIL. CONTRACTOR TO PROVIDE ALL WORK AND ACCESSORIES NECESSARY FOR A
COMPLETE SYSTEM, WHETHER SHOWN OR NOT ON THE DRAWINGS.
4.THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES IN THE DRAWINGS AND/OR SPECIFICATIONS TO THE ENGINEER FOR
CLARIFICATIONS OR ADJUSTMENTS PRIOR TO COMMENCING WORK.
5.ALL FEDERAL, STATE, AND LOCAL SAFETY REGULATIONS ARE TO BE STRICTLY FOLLOWED. METHODS OF CONSTRUCTION AND
ERECTION OF STRUCTURAL MATERIAL IS THE CONTRACTOR'S RESPONSIBILITY.
6.EXISTING CONSTRUCTION INCLUDING UTILITIES, DRAINAGE, AND OTHER MISCELLANEOUS WORK WHICH IS TO REMAIN, SHALL
REMAIN UNDISTURBED AND BE PROTECTED.
7.THE CONTRACTOR SHALL PROTECT ADJACENT PROPERTY, UTILITIES, PEDESTRIANS, AND VEHICULAR TRAFFIC FROM POTENTIAL
DAMAGE DUE TO CONTRACTOR'S OPERATIONS.
8.LOCATIONS OF EXISTING UTILITIES AND STRUCTURES ON THE DRAWINGS ARE APPROXIMATE. THE CONTRACTOR IS RESPONSIBLE
FOR LOCATING ALL APPLICABLE UTILITIES. VERIFY DISCREPANCIES WITH THE ENGINEER.
9.THE CONTRACTOR SHALL PLACE CONSTRUCTION DEBRIS CONTROL DEVICES, BOOMS, TARPAULINS, FLOATS, STAGING AND OTHER
DEVICES AS NECESSARY TO PREVENT CONSTRUCTION DEBRIS FROM ENTERING THE WATER AND AIRBORNE MATERIALS FROM
LEAVING THE IMMEDIATE VICINITY OF THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP OF ANY MATERIALS
DEPOSITED OUTSIDE THE WORK AREA.
10.ALL AREAS DISTURBED DURING DEMOLITION OR CONSTRUCTION SHALL BE REPAIRED TO THEIR ORIGINAL CONDITION BY THE
CONTRACTOR, UNLESS OTHERWISE NOTED.
11.ALL ELEVATIONS PROVIDED ON THE DRAWINGS ARE REFERENCED TO MLW.
12.THE FOLLOWING DATA IS PROVIDED CONCERNING TIDAL INFORMATION:
FEMA 100 YEAR = +8.9
MHHW = +3.4
MHW = +3.1
NAVD88 = +1.9
MLW = +0.00
MLLW = -0.20
1.ALL CONCRETE WORK SHALL BE PERFORMED IN ACCORDANCE WITH ACI 301, UNLESS OTHERWISE NOTED.
2.ALL CONCRETE SHALL BE NORMAL WEIGHT.
3.ALL DETAILING, FABRICATION, AND ERECTION OF REINFORCING STEEL SHALL CONFORM TO THE ACI MANUAL OF STANDARD
PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES.
4.MATERIALS SHALL CONFORM TO THE FOLLOWING, UNLESS OTHERWISE NOTED:
A. CONCRETE STRENGTH 28 DAY
1. CAST-IN-PLACE CONCRETE (UON).............................................................................5000 PSI
B. REINFORCING SHALL HAVE THE FOLLOWING CHARACTERISTICS:
1. REINFORCING STEEL AND DOWELS FOR CONCRETE.............................................ASTM A 615,
GRADE 60 (UON)
2. WELDED WIRE FABRIC.................................................................................................ASTM A 185
3. WIRE SPIRALS...............................................................................................................ASTM A 82
5.CHAMFER ALL EXPOSED EXTERNAL CORNERS OF CONCRETE WITH 3/4", 45° CHAMFERS UNLESS OTHERWISE NOTED.
6.MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" UNLESS OTHERWISE NOTED.
7.ALL CONSTRUCTION JOINTS BETWEEN CAST-IN-PLACE CONCRETE SHALL BE BONDED WITH BONDING AGENT AND BE CLEAN WITH
A ROUGHENED SURFACE OF 1/4" AMPLITUDE.
8.PROVIDE BROOM FINISH ON ALL WALKING SURFACES.
9.ALL REINFORCING BAR SPLICES SHALL BE CLASS "B" TENSION LAP SPLICES IN ACCORDANCE WITH ACI 318, CHAPTER 12, UNLESS
OTHERWISE INDICATED. ACI DEFINES A TOP BAR AS HORIZONTAL REINFORCEMENT PLACED SUCH THAT MORE THAN 12" OF
FRESH CONCRETE IS CAST BELOW THE SPLICE.
1.ALL STEEL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE AISC SPECIFICATIONS FOR THE DESIGN, FABRICATION,
AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. ALL WELDING SHALL CONFORM TO AWS D1.1.
2.STEEL MATERIALS SHALL CONFORM TO THE FOLLOWING, UNLESS OTHERWISE NOTED:
A.MISC PLATES, BARS, AND SHAPES....................................................................ASTM A36, A572, OR
A992 GALV, UON
B.THREADED ANCHOR RODS.................................................................................ASTM F1554, GR 36
C.COMMON BOLTS...................................................................................................ASTM A307, GR B
D.NUTS.......................................................................................................................ASTM A563
E.WASHERS..............................................................................................................ASTM F436
F.WELDED SHEAR STUDS......................................................................................ASTM A108
G.MOORING HARDWARE ANCHORAGE.................................................................ASTM A449
3.ALL HARDWARE SHALL BE HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A153 AND ASTM F2329 UNLESS
OTHERWISE NOTED.
4.WELD ELECTRODES SHALL BE E70XX LOW HYDROGEN CONFORMING TO AWS D1.1.
5.FIELD TREAT DAMAGED GALVANIZED FINISH WITH TWO COATS OF HIGH ZINC DUST OXIDE PAINT, COLD GALVANIZING
COMPOUNDS OR APPROVED EQUAL CONFORMING TO THE REQUIREMENTS OF ASTM A780. IN ADDITION, ALL EXPOSED
THREADED SURFACES SHALL BE PAINTED WITH TWO COATS OF HIGH ZINC DUST OXIDE PAINT AFTER INSTALLATION OF
UNITS.
6.MOORING HARDWARE SHALL BE PAINTED PER SPECIFICATIONS AND MANUFACTURER'S RECOMMENDATIONS.
50 PSF FOR FLOATING DOCKS
A Joint Venture
PLASTIC MARINE LUMBER, FENDER PILES AND CAMELS
1.ALL FIBERGLASS REINFORCED COMPOSITE PLASTIC MARINE LUMBER, FENDER PILE AND CAMEL CONSTRUCTION
SHALL CONFORM TO THE MANUFACTURER'S RECOMMENDATIONS.
2.WHEN CONNECTING HARDWARE IS SHOWN ON THE DRAWINGS, THE TYPE, SIZE, SPACING, AND ALIGNMENT ARE
CRITICAL AND MUST BE MAINTAINED. DO NOT UNDERCUT MEMBERS. CONNECTIONS SHALL PULL AND HOLD
MEMBERS BEING JOINED INTO CLOSE CONTACT.
3.THREADED ANCHOR RODS SHALL CONFORM TO EITHER ASTM A193 OR ASTM F593, TYPE 316L STAINLESS STEEL.
HEX NUTS SHALL CONFORM TO ASME B18.2.2 AND EITHER ASTM A194 OR ASTM F594, TYPE 316L STAINLESS STEEL.
WASHERS SHALL BE TYPE 316L STAINLESS STEEL MEETING THE REQUIREMENTS OF ASME B18.21.1, TYPE A - PLAIN.
4.BORE HOLES FOR THROUGH ANCHORS WITH A BIT 1/16" LARGER IN DIAMETER THAN THE SHANK OF THE BOLT.
5.THE OUTER SKIN OF ALL NEW PLASTIC LUMBER FENDER ELEMENTS (CHOCKS, WALES, FENDER PILES & CAMELS)
SHALL BE COLORED "BLACK".
6.THE FIBERGLASS REINFORCED COMPOSITE PLASTIC MARINE LUMBER (CHOCKS AND WALES) SHALL CONFORM TO
THE FOLLOWING MINIMUM PROPERTIES, UNLESS OTHERWISE NOTED:
A.FLEXURAL MODULUS OF ELASTICITY. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .278,000 PSI
B.STIFFNESS (EI) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2.15x108 LB-IN2
C.YIELD STRESS IN BENDING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4,610 PSI
D.WEIGHT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 34-41 LB/FT
7.THE FIBERGLASS REINFORCED COMPOSITE PLASTIC FENDER PILES SHALL CONFORM TO THE FOLLOWING MINIMUM
PROPERTIES, UNLESS OTHERWISE NOTED:
A.FLEXURAL MODULUS OF ELASTICITY. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .562,000 PSI
B.STIFFNESS (EI) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7.88x108 LB-IN2
C.YIELD STRESS IN BENDING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .9,830 PSI
D.WEIGHT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .45-53 LB/FT
8.THE FIBERGLASS REINFORCED COMPOSITE PLASTIC CAMELS SHALL CONFORM TO THE FOLLOWING MINIMUM
PROPERTIES, UNLESS OTHERWISE NOTED:
A.FLEXURAL MODULUS OF ELASTICITY. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .548,000 PSI
B.STIFFNESS (EI) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1.76x109 LB-IN2
C.YIELD STRESS IN BENDING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .9,860 PSI
D.WEIGHT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .74-82 LB/FT
A Joint Venture
ABBREVIATIONS
INDICATES GRID LOCATION
ON SHEET FOR PLAN, DETAIL,
ELEVATION OR SECTION
INDICATES SHEET NUMBER
WHERE DRAWN OR TAKEN FROM
S-102
INDICATES ADDITIONAL
SHEET NUMBER WHERE
REFERENCE IS MADE
STRUCTURAL SPECIAL INSPECTIONS
1.IN ACCORDANCE WITH CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE AND ALL APPLICABLE STATE AND LOCAL
REQUIREMENTS, AN INDEPENDENT APPROVED AGENCY SHALL MAKE PERIODIC AND/OR CONTINUOUS INSPECTIONS OF THE
CONSTRUCTION PROGRESS IN ACCORDANCE WITH THE FOLLOWING REQUIREMENTS:
A.CONCRETE CONSTRUCTION. . . . . . . . . . . . . . . SECTION 1705.3 & TABLE 1705.3 (SEE BELOW)
B.PILE FOUNDATIONS. . . . . . . . . . . . . . . . . . . . . . .SECTION 1705.7 & TABLE 1705.7 (SEE BELOW)
ACI = AMERICAN CONCRETE INSTITUTE
AISC = AMERICAN INSTITUTE OF STEEL
CONSTRUCTION
ALUM = ALUMINUM
APPROX = APPROXIMATE
ANSI = AMERICAN NATIONAL STANDARDS INSTITUTE
ASCE = AMERICAN SOCIETY OF CIVIL ENGINEERS
ASME = AMERICAN SOCIETY OF MECHANICAL
ENGINEERS
ASTM = AMERICAN SOCIETY FOR TESTING AND
MATERIALS
ATON = AIDS TO NAVIGATION
AWS = AMERICAN WELDING SOCIETY
BLDG = BUILDING
BOTT = BOTTOM
BTW = BETWEEN
C = CHANNEL
CEU = CIVIL ENGINEERING UNIT
CF = CUBIC FEET
CIP = CAST-IN-PLACE
CLR = CLEAR
COMP = COMPOSITE
CONC = CONCRETE
CONSTR = CONSTRUCTION
CONT = CONTINUOUS
DEMO = DEMOLITION
DIA = DIAMETER
DIM = DIMENSION
DWG = DRAWING
E = EAST
EA = EACH
EL = ELEVATION
ELEV = ELEVATION
EMBED = EMBEDMENT
ETC. = ET CETERA
EQ = EQUAL
EXIST. = EXISTING
EXP = EXPANSION
EXT = EXTENSION
FEMA = FEDERAL EMERGENCY MANAGEMENT
AGENCY
FPS = FEET PER SECOND
FRC = FAST RESPONSE CUTTER
FRP = FIBER REINFORCED PLASTIC
FT = FEET
GALV = GALVANIZED
GR = GRADE
HDPE = HIGH DENSITY POLYETHYLENE
ID = IDENTIFICATION
IBC = INTERNATIONAL BUILDING CODE
I.E. = FOR EXAMPLE
IN = INCHES
INC. = INCORPORATED
JT = JOINT
K = KIPS
KIP = 1000 POUNDS
KSI = KIPS PER SQUARE INCH
L = ANGLE
LB = POUND
LF = LINEAR FEET
LG = LONG
LONG = LONGITUDINAL
MAX = MAXIMUM
MHHW = MEAN HIGHER HIGH WATER
MHW = MEAN HIGH WATER
MIN = MINIMUM
MISC = MISCELLANEOUS
MLLW = MEAN LOWER LOW WATER
MLW = MEAN LOW WATER
MOD = MODIFIED
MPH = MILES PER HOUR
N = NORTH
N/A = NOT APPLICABLE OR NOT AVAILABLE
NAVD = NORTH AMERICAN VERTICAL DATUM
NC OR N.C. = NORTH CAROLINA
NIC = NOT IN CONTRACT
NO. = NUMBER
NOAA = NATIONAL OCEANIC AND ATMOSPHERIC
ASSOCIATION
NTS = NOT TO SCALE
O.C. = ON CENTER
O.D. = OUTSIDE DIAMETER
P/C = PRECAST
P/S = PRESTRESSED
PCI = PRECAST CONCRETE INSTITUTE
PDA = PILE DYNAMIC ANALYZER
PEN = PENETRATION
PSF = POUNDS PER SQUARE FOOT
PSI = POUNDS PER SQUARE INCH
PVC = POLYVINYL CHLORIDE
R = RADIUS
R/F = REINFORCEMENT
RD = ROAD
REINF = REINFORCED OR REINFORCEMENT
REQ'D = REQUIRED
S = SOUTH
SAN. = SANITARY
SCH = SCHEDULE
SEC = SECOND
SF = SQUARE FEET
SFO = SECTOR FIELD OFFICE
SHT = SHEET
SIM = SIMILAR
SPA = SPACES
SPECS = SPECIFICATIONS
SQ = SQUARE
SS = STAINLESS STEEL
STA = STATION
STD = STANDARD
STL = STEEL
THK = THICK
TYP = TYPICAL
UHMW = ULTRA HIGH MOLECULAR WEIGHT
UON = UNLESS OTHERWISE NOTED
USCG = U.S. COAST GUARD
U.S. = UNITED STATES
VLF = VERTICAL LINEAR FEET
W = WEST OR WIDTH
W/ = WITH
W/IN = WITHIN
W/O = WITHOUT
WP = WORK POINT
# = NUMBER OR POUNDS
& = AND
@ = AT
CL = CENTERLINE
Ø = DIAMETER
PL= PLATE
" = SECONDS OR INCH
' = MINUTES OR FEET
± = PLUS OR MINUS
° = DEGREES
% = PERCENT
TABLE 1705.3 - REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION
VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD IBC REFERENCE
INSPECTION OF REINFORCING STEEL -X ACI 318: 3.5, 7.1-7.7 1910.4
INSPECTION OF ANCHORS CAST IN CONCRETE WHERE
ALLOWABLE LOADS HAVE BEEN INCREASED OR WHERE
STRENGTH DESIGN IS USED.
-X ACI 318: 8.1.3, 21.2.8 1908.5, 1909.1
INSPECTION OF ANCHORS POST-INSTALLED IN HARDENED
CONCRETE MEMBERS.-X ACI 318: 3.8.6, 8.1.3, 21.2.8 1909.1
VERIFYING USE OF REQUIRED DESIGN MIX.-X ACI 318: CH 4, 5.2-5.4 1904.2, 1910.2, 1910.3
AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE
SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND
AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE
OF THE CONCRETE.
X -ASTM C172, ASTM C31
ACI 318: 5.6, 5.8 1910.10
INSPECTION OF CONCRETE PLACEMENT FOR PROPER
APPLICATION TECHNIQUES.X -ACI 318: 5.9, 5.10 1910.6, 1910.7, 1910.8
INSPECTION OF MAINTENANCE OF SPECIFIED CURING
TEMPERATURE AND TECHNIQUES.-X ACI 318: 5.11-5.13 1910.9
VERIFICATION OF IN-SITU CONCRETE STRENGTH PRIOR TO
REMOVAL OF SHORES AND FORMS -X ACI 318: 6.2 -
INSPECT FORMWORK FOR SHAPE, LOCATION AND
DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED.-X ACI 318: 6.1.1 -
TABLE 1705.7 - REQUIRED VERIFICATION AND INSPECTION OF DRIVEN DEEP FOUNDATION ELEMENTS
VERIFICATION AND INSPECTION TASK CONTINUOUS DURING TASK LISTED PERIODICALLY DURING TASK LISTED
VERIFY ELEMENT MATERIALS, SIZES AND LENGTHS
COMPLY WITH THE REQUIREMENTS.X -
OBSERVE DRIVING OPERATIONS AND MAINTAIN
COMPLETE AND ACCURATE RECORDS FOR EACH
ELEMENT.
X -
VERIFY PLACEMENT LOCATIONS AND PLUMBNESS,
CONFIRM TYPE AND SIZE OF HAMMER, RECORD NUMBER
OF BLOWS PER FOOT OF PENETRATION, DETERMINE
REQUIRED PENETRATIONS TO RECORD TIP ELEVATIONS
AND DOCUMENT ANY DAMAGE TO FOUNDATION ELEMENT.
X -
REFERENCE BUBBLE DESIGNATION
A3
S-101
0
(-1)
(-2)
(-2)
1
23
45
67
8
9
9
9
8
887
87
6
10
9
8
1111
10
9
8
76
7
8
6
5
5
6
4
456743
2
1
5
6
7
4
4
4301
23
4
3
2
4
4
3
4
5
43
4
3
4
5
5 6789101154
4
456755554
6
7 666
665454356754
5
5
4
433
3
4
5
6
7
6
6
6
776543210(-2)(-3)(-1)
5
6
7
89
4
3
2
1
0
(-1)
(-2)
(-3)1098767878765
678116666785
6
5
SS PUMP STATION
ACCESS COVER
TOP=5.54'
BTM=-7.96
INV.IN=-3.28' (E)
INF.OUT=-1.13' (SE)
SS ACCESS
TOP=10.99'(INACCESSIBLE, LOCKED)
SS ACCESS
TOP=10.95'
(INACCESSIBLE, LOCKED)
CO
UKN ACCESS COVER(NO ACCESS)TOP=5.74'
ELEC ACCESS COVERTOP=4.27'BTM=1.30'
SSMHTOP=6.23'BTM=3.29'INV IN=3.11'INV OUT=3.06'
SEWERPUMPTOP=7.00'
SSMHTOP=3.23'BTM=0.35'INV IN (N)=-0.09'INV IN (NW)=-0.18'INV OUT (S)=-0.18'
CO
CO
CO
CO
GREASE TRAP
TOP=4.27'
BTM=-1.90'GREASE TRAP
TOP=4.25'
BTM=-1.90'
CO
GREASE TRAPTOP=4.18'BTM=-2.05'
GREASE TRAPTOP=4.06'BTM=-2.05'COCO
CO
SSMH
TOP=5.21'
BTM=-1.93'
INV.IN=-2.23' (E)
INV.IN=-2.25' (SE)
INV.OUT=-2.24' (NW)
SSMHTOP=5.86'BTM=-0.54'INV.IN=1.85' (N)INV.IN=-0.10' (N)INV.IN=-0.86' (NE)INV.OUT=-0.89' (W)
CO
CO
CO
SSMH
TOP=4.25'
(INACCESSIBLE)
SSMH
TOP=5.14'BTM=2.49'INV.IN=2.14' (SE)INV.IN=2.13' (NW)INV.OUT=1.95' (S)
SSMHTOP=6.25'BTM=3.16'INV.IN=2.74' (E)INV.OUT=2.39' (NW)
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
SSMH
TOP=3.83'
BTM=-1.91'
INV.IN=-2.43' (N)
INV.IN=-2.31' (SW)
INV.IN=2.02' (SE)
INV.OUT=-2.37' (S)
ELEC PANEL
SS ACCESSTOP=10.95'(INACCESSIBLE, LOCKED)SS ACCESSTOP=10.95'(INACCESSIBLE, LOCKED)CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CONTROL
PANEL
CONTROL PANEL
UKN ACCESSCOVERTOP=5.69'
UKN ACCESS COVER
TOP=4.97'
BTM=2.47'
ELEC PANEL
UKN ACCESS COVER
(NO ACCESS)
TOP=6.27'UKN ACC
ESS
COVER
(NO
ACCESS
)TOP=4
.19
'
GATE MOTOR BOX
SPEED LIMIT
WALKING TRAIL
NO PARKING
STOP SIGN
5.93
6.00
5.96
AC
AC
AC
AC
HOT BOX
SSSSAC
AC
AC
CL DITCH
AC UNITS
AC
AC
FLAG POLE
RETENTIONPOND
2 AC UNITS
CONC PAD
AC
WEAPONS CLEARING
STATION
TBM #55
"X" ON BONNET
BOLT OF FH
N=352559
E=2696806
ELEV.=5.82
TMB #1571"X" IN BONNETBOLT ON FHN=352336E=2697165ELEV.=6.26
CONTROL POINT #1572
RBC
N=352801.54
E=2696471.05
ELEV.=8.25
CONTROL POINT #1573RBCN=352695.69E=2696666.03ELEV.=5.93
CONTROL POINT #1574
RBC
N=352469.22
E=2696743.72
ELEV.=3.88
CONTROL POINT #1575MACO B 1995PID: AB6834N=352227.74E=2696915.01ELEV.=4.19
CONTROL POINT #1576RBCN=352326.85E=2696943.37ELEV.=3.93
BM #23NO 5 1973PID: AC7537N=352276E=2697214ELEV.=10.20
BM #22
NO 4 1973
PID: AC7536
N=352285
E=2697182
ELEV.=10.07
CONTROL POINT #1579RBCN=352326.57E=2697166.40ELEV.=4.00
FENCED IN LOCKED
AREA WITH 2
STORAGE
CONTAINERS
PVMT CUT
PARKING BORDER(TEL POLE ON GROUND)
6"
CONC
CURB
6" CO
N
C

C
U
R
B
6" CO
N
C

C
U
R
B
6" CONC CURB6" CONC CURB36" STEEL RAILING
36" STEEL RAILING
36" STEEL RAILING PVMT CUTCANOPY
GRAVEL
GRAVEL
GRAVEL
CONC PAD
ASPHALT CURB
GRTTOP
=11.23'GRT
TOP=11.11'PARKING BORDER(TEL POLES ON GROUND)PARKING BORDER(TEL POLES ON GROUND)
PARKING BORDER(TEL POLES ON GROUND)
CONC SW
ELEC MH
TOP=3.86'
TMH
TOP=3.92'
BTM=0.79'
SR 1190 -
F
O
R
T

M
A
C
O
N

R
O
A
DMTLRAMP42" STEEL
RAILING
42" STEEL
RAILING
42" STEEL RA
I
L
I
N
G
WOOD WALK
10" WDPOSTS
DI
TOP=2.68'
BTM=0.44'
INV.OUT=0.44' (SE)
(BOX FULL OF
WATER AND SAND)
WATERPIV
WD POSTS
GATE
SWING ARM
BOX
AIR CONNECTION BOXTOP=5.18'BTM=4.18'
36" STEEL R
A
I
L
I
N
G
DI
TOP=4.03'
BTM=-1.97'
INV.=1.53' (W)
DITOP=3.07'BTM=1.77'INV.OUT=1.86' (SE)
84" CHLK 3SBW
84" CHLK 3SBW
WD BOL
WD BOL
BOL
ROPE FENCEWITH 4"x4"POSTS
CHAIN
THROUGH
1
0
"
WD
POSTSWD WALL
4"x4"POSTS (4)10"
POST
10" POSTS
BOL
ROPE FENCE
WITH 4"x4" POSTS 84" CHLK 3SBWLP TANK 84" CHLK 3SBW
ELE
C
PANE
L
DI
TOP=3.22'
BTM=-0.38'
INV.IN=1.27' (NW)
INV.IN=1.04' (SW)
INV.OUT=0.80' (N)
1-STORY
BLOCK
BLDG
(#67650)
36" STEEL
RAILING
EDG
E

O
F

E
R
O
S
I
O
N

B
A
R
R
I
E
R
GRASS
CONC
EDG
E

C
O
N
C
EDG
E

C
O
N
C
BOAT TIEBOLLARD EDGE OF
R
IPRAP
EDGE OF RIP
R
A
P
WOOD
BUMPER
WOODBUMPER
CONC WALLCONC WALL
BOX WITHWATER VALVE
GRASS
GRASS
GRASS
ED
G
E

O
F

E
R
O
S
I
O
N

B
A
R
R
I
E
R
SLOPE FAILUREDUE TO EROSION
CONC.BUMPER
CONC.
BUMPER
BOGUE SOUND
BOGUE SOUND
BOGUE SOUND
BOGUE SOUND
BOGUE SOUND
CO
N
C
SE
A
M
CO
N
C
SE
A
M
TD
TOP=2.78
BTM=2.37
TD
TOP=2.64
BTM=1.42
6"PVC
TD
TOP=3.67
BTM=2.71
TOP=6.23BTM=4.84INV OUT=4.86
GRAVEL
EDGE CONC
CONC.WALL
CONC CU
T
CONC BLOCKEROSION BARRIER
CONCWALL
ELEC HH
TOP=2.01
ELEC HHTOP=1.94ELEC HHTOP=2.08
FLOATING DOCKFLOATINGDOCKBOLLARDS
DRAIN
TOP=3.61
DRAINTOP=3.59BOLLARDS
CONCWALLCONC WALLEND NOT FOUND(TOO DEEP)CONCWALL
GRASSWATER
GRASS
GRASS
WOODPILING(typ.)
CONCWALL
ELEC PANEL
120 VOLT
480 VOLT
STREET LIGHT
CONTROL
WOOD B
OLLA
RD
S
CONNEC
TED
W/ R
OP
E
CONC
CONC
CONC
BOAT
RAMP
WOODDOCK8"PVC
6"PVC
6"PVC
CONCDOCK
CONCDOCK
ASPHALT
ASPHALT
CONC.WALL
BOA
T

S
L
I
P
SSMH
TOP=4.35
BTM=2.13
INV IN (N)=2.43
INV IN (NE)=2.40
INV IN (E)=1.77
INV OUT (S)=1.70
10"PVC
STMH
TOP=3.31'
BTM=-0.69'
INV OUT=-0.19'
ACCESS COVER
TOP=8.04
6"DIP6"DIP6"DIP4"DI
P
6"PVC6"PVCSSMHTOP=3.30BTM=1.77INV IN (N)=1.34INV OUT (S)=1.17
6"PVC
6"PVC
SSMHTOP=4.37BTM=1.48
INV IN (E)=2.51
INV IN (SE)=3.18
INV OUT (N)=0.95
SSMHTOP=3.42BTM=0.06INV IN (N)=-0.53
INV IN (W)=-0.44
INV OUT=-0.53 8"PVC
8"PVC
SSMH
TOP=3.36
BTM=-0.54
INV IN=-0.96
INV OUT=-1.10
METAL/CONCBOLLARDS
SSMHTOP=7.14BTM=-2.39
WOODPILING
BOLLARD
METAL/CONCBOLLARDS
METAL PILINGW/ CAGE SSWOOD PILING(typ.)
WOOD PILING
(typ.)
1 STORYROCK/CEMENTBLDG.
(13' x 21')
1 STORYROCK/CEMENT BLDG(10' x 12')72" CHLK
1 STORY
WOOD BLDG
(20' x 20')
ASPHALT
72" CHLKGATE
1 STORYWOOD BLDG(26' x 20')
1 STORYWOOD BLDG(25' x 20')
ELEC HH
TOP=6.81
72" CHLK
36" CHLK
84" CHLK3SBW
84" CHLK
3SBW
WOOD WALL
WOOD
BULKHEAD
USCG
SIGN
METALBOLLARD
METALBOLLARD
RIPRAP
RIPRAP
RIPRAPCORRU
GAT
ED
MET
AL JE
TTY
CORRUGATEDMETAL JETTY
CORRUGATEDMETAL JETTY
U/G ELEC.
TO DOCK
CONC
RAMP
WOOD DOLPHIN(PILINGS)
ACCESS COVERTOP=7.98'
ACCESS COVER
GRASS
ELEC. PANEL
ELEC. BOX3 PHASEOUTLET
ACCESS COVERTOP=8.07
WATER
HOOKUP
CONCCONC
CONC
RAMP
CONC.
WALL
ACCESS COVERTOP=6.39
ACCESS COVERTOP=5.99
FH
WOOD BOLLARDS
CONNECTED W/ ROPE
ELEC. PANEL METAL
BOX
TRENCHDRAIN
FUEL CONTA
I
N
M
E
N
T

A
R
E
A
WATER
LINE SEWERPUMP
CONC.WALL
WOOD PILING
(typ.)
WOOD
PILING
POWER MODULE
ELEC. INTERLOCK
ON CONC. PAD
WOODPILING
ACCESS COVER
TOP=2.85
ACCESS COVERTOP=2.96
ACCESS COVERNO ACCESSTOP=2.92
ELEC PANEL
SAN. SEWER
ACCESS COVER
TOP= 4.53
BTM= 1.43
VENT PIPE
WOOD RAIL
CONC.
FOC SIGN
ELEC. MANHOLETOP=6.36BTM=1.82CONC
CONC SW
STEPS
AC
LB
EMER. PUMP
SHUTOFF
TELEPHONE
CONC. WALL
METAL POST
W/ LIFEPRESERVER
ACCESS
COVER
TOP=3.60
DIESELPUMP
GAS PUMP
BOX
ELEC LINE
(PVC)
ELEC LINE(PVC)
WOODDECK
ELEC. JB
TRANS
#ND640
ELEC PANEL
TD
TOP=3.64
BTM=2.64
INV=2.68
GAS LINE
DIESEL LINE
1000 GALLON
DIESEL TANK
500 GALLON GAS
TANK
TRENCHDRAINTOP=5.85BTM=5.10
ACCESS LIDUNKNOWN UTILITYTOP=3.64
ACCESS PANEL
NO ACCESS
TOP=3.17
2" METALPIPES
ELECPANEL& BOX
SEWERPUMPTOP=3.96
ELEC
BOX
ELEC.PANEL
CONC. WALL
BREAK IN
CONC WALL
CONC.
BUMPER
CONC.
BUMPER
500 GALLONWASTE OIL TANK
CONC
CONC
CONC.
BUMPER
36" STEELRAILING
1 STORY BRICK
BUILDING
BLDG #16740
ELEC. LINE
(HANGING
UNDER DECK)CONC. PILINGS
METAL
RAMP
CONC. PILINGS
CONC. PILINGS
CONC. PILINGS
CONC. PILINGS
CONC. PILINGS WOOD DOLPHIN
(PILINGS)
ELEC HHTOP=2.08
ELEC. LINE
(HANGING
UNDER DECK)
ELECBOX FLOATINGDOCKWOOD DOLPHIN(PILINGS)
ELEC HHTOP=2.06
ELECBOX
METAL RAMP
16" FIBERGLASSPILING
16"FIBERGLASSPILING
ELEC
BOX
ELEC
SHUTOFF
CONCRAMP
42" STEELRAILING
ACCESS PANEL
BOLTED SHUT
TOP=3.73
WOOD
BUMPER
CONCWALL
WOODDECK
WOOD DOLPHIN(PILINGS)
CONC
CONC
U/G ELEC
ELEC JUNCTION BOXCONCCUTCONC
C
UT
WOODPILING(typ.)
WATER SERVICE
AIR VALVE
AIR LINE
SEWER
PUMP
FLOATING
DOCK
ELEC PANELON CONC PADS
CONCPADS
CONC
GRAVEL
GRAVEL
ELEC. PANEL
LIFT STATION
BLDG# 67648
FIBERGLASS BLDG
ON CONC PAD
RIPRAP
GRAVEL
CONC WALL
CONC BLOCK
EROSION BARRIER
FH
LP
WVFH
WVWV
ELEC HH
TOP=7.03'
ELEC ACCESS
TOP=4.30'
ELEC HH
TOP=3.79'
WM
LP
CLEAT
CLEAT
CLEAT
CLEAT
CLEAT
DRAIN
TOP=8.05'
LP
LP
WV
FH
EO
EO
LP
ELEC JB
ELEC JB#NJ0006
WM FH
ELEC HH
TOP=3.59'
WV
CLEAT
CLEAT
CLEAT
WV
WVWVWV
WV
FH
ELEC JB (#NJ0005)
TOP=4.86'
LP
CLEAT
LP
WM
WM
FLAG
BOL WM
WATER LINE
WV
TMHTOP=3.91'
LP
WV
FH
LP
EM
TBM #2060
"X" ON BONNET
BOLT OF FH
N=353609
E=2696881
ELEV.=7.76
TBM #2061"X" ON BONNETBOLT OF FHN=353432E=2697140ELEV.=8.78
TBM #2062
"X" ON BONNET
BOLT OF FH
N=352555
E=2697171
ELEV.=6.80
TBM #50
"X" ON BONNET
BOLT OF FH
N=352920
E=2696691
ELEV.=7.33
CONTROL POINT #2064
37_SMILAX_A
N=353054.55
E=2696936.32
ELEV.=3.70
CONTROL POINT #2065
37_SMILAX_B
N=353132.31
E=2696915.07
ELEV.=3.70
CONTROL POINT #2066
PKS
N=353338.03
E=2696832.31
ELEV.=2.93
CONTROL POINT #2067RBCN=353582.41E=2696814.50ELEV.=4.98
CONTROL POINT #2068RBCN=353777.69E=2697089.28ELEV.=7.04
CONTROL POINT #2069
RBC
N=353440.22
E=2697140.02
ELEV.=6.62
CONTROL POINT #2070RBCN=353056.05E=2697191.35ELEV.=4.84
CONTROL POINT #2071
RBC
N=352839.43
E=2697005.10
ELEV.=5.42
CONTROL POINT #2072RBCN=352657.89E=2697213.24ELEV.=4.39
CONTROL POINT #2073RBCN=352709.19E=2696752.66ELEV.=4.96
CONTROL POINT #2074
PKS
N=353012.72
E=2696729.09
ELEV.=3.64
CONTROL POINT #2075RBCN=353073.82E=2696524.03ELEV.=8.20
CONTROL POINT #2076NO 2 1973
PID: AC7535
N=353737.09
E=2696975.78
ELEV.=6.20
CONTROL POINT #2077MACO_A 1995PID: AB6833N=353135.79E=2696256.96ELEV.=8.26
AT
ELEC PANEL (TYP.)
AT
AT
84" CHLK 3SBW
84" CHLK 3SBW
84" CHLK 3SBW
84" CHLK 3SBW
84" CHLK
3SBW
84" CHLK 3SBW
84" CHLK 3SBW
84" CHLK 3SBW
84" CHLK 3SBW
84" CHLK 3SBWWD DECK
CONC POR
C
H
84" CHLK 3SBW
1-STORY
BLOCK BLDG
(#16759)
CONC
CONC
CONC
CONC
CONC
CONC
CONC
72" VINYL(2 PROPANE
TANKS INSIDE FENCE)
PVMT CUTPVMT CUTPVMT CUTPVMT CUTPVMT
CUT
PVMT CUTPVMT CUTCONC
GRAVEL
GRAVEL
GRAVEL
GRAVEL
GRAVEL
GRAVEL
G
R
AV
E
L
CONC S/WCONC S/WCONC S/WCONC S/WCONC S/WCONC S/WCONC S/W
PVMT C
U
T
SERVICE LINE
PVMT CUT
PVMT CUT
PVMT C
U
T
4" PVC
6" DIP
6" DIP
SSMHTOP=3.65'BTM=-0.71'INV.IN=-1.12' (N)INV.IN=-0.73' (E)INV.IN=-1.08' (NW)INV.OUT=-1.05' (S)
END
UKN6" DIP
6" DI
P
6" DIP6" DIPSSMH
TOP=7.92
(MANHOLE BOLTED DOWN-INACCESSIBLE)6"PVC
SS
6" PVC
6" VCP
END UNKNOWN
(POSSIBLE SERVICE LINE)
8" PVC
8"
P
V
C
1
0
"

P
V
C6" PVC6" PVC10" PVC
10" PVCPOSSIB
LECONNECTION
SS PLANS SHOW SECOND PIPE
(COULD NOT FIND)
DI
TOP=3.54'
BTM=-0.41'
INV.IN=UKN (NW)
INV.IN=-0.25' (S)
INV.IN=-0.31' (SE)
INV.OUT=UKN (SW)
(BOX FULL OF WATER)18" RCP (2)10" VCP
12"
P
V
C
UK
N

P
I
P
E

S
I
Z
E
S
D
SD
SD10" PVC6" P
V
C
SS10" P
V
C
END UKN
8" PVC
DI
TOP=3.53'PVMT CUTLS BORDERSTEPS
BRICK COLUMN
CONC RAMPUKN ACCESS COVER
TOP=4.56'
GUARD HOUSE
W/ CANOPY
BLOCK
COLUMN
WD BORDER
SPVMT CUTPVMT CUTPVMT CUTPVMT CUTPVMT CUTPVMT CUTUSCGWD S
BLOCK
COLUMN
BOL (4)
UKN ACCESS COVER
TOP=4.21'
CONC CURBING
CONC STEPS
AC
MOTION
DETECTOR POSTS
WD BORDER
USCG
SIGN HOURS OF
OPERATION SIGN
C/L WALKING
TRAIL
C/L WALKIN
G

T
R
A
I
L
PARKING BOR
D
E
R(TEL POLES O
N

G
R
O
U
N
D
)
GATE
1-STORY
CONC BLDG
CONC BLOCK
EROSION BARRIER
SOIL
PATH
GATE
84" C
H
LK84" C
HL
KCONC WAL
L
GRTTOP=11.04'
GRTTOP=11.17'
GRTTOP=
11.19'GRT
TOP
=11.20'
GRT
TOP=11.24'
GRT
TOP=11.06'
GRT
TOP=11.07'GRT
TOP=11.07'GRT TOP=11.09'
GRTTOP
=11.05'GRT
TOP=
11.08'GRT
TOP=11.04'
SOLID WASTE
SIFTER BOXGRT
TOP=11.07'GRT
TOP=11.0
6'
GRT
TOP=11.08'GRT
TOP=
11.10'
GRT
TOP=11.04'GRT
TOP=
11.02'
FIBERGLASS BLDG(CHEMICAL STORAGE)
36" STEELRAILING
CONC STEPS
ROPE FENCE
WITH 4"x4"
POSTS
ROPE FENCE
WITH 4"x4"
POSTS
LEACH FIELD
LEACH FIELD
ELEC PANEL
MOUNTED ON
WOOD PANEL
ELEC PANELMOUNTED ONWOOD PANEL
18" RC
P
POSTS (4"x4")
84" CHLK
3
S
B
W
WD
SHED WD
SHED
WD SHED(#16745)WD SHED(#67657)SOI
L

P
A
T
H
GAZEBO
84" CHLK 3
S
B
W
MTLCANOPY72" VINYLPRIVACYFENCE2 ELEC PANELS
MOUNTED ON
WOOD PANEL
42" STEEL
RAILING
CONC STEPS
CONC PORCH
CONC STEPSCONC S
/W
1-STORYBRK BLDG
1-STORY
BRICK BLDG
(#16750)
CONC LANDING
CONC STEPS
72" PRIVACY
FUEL TANK
PVMT CUT
POND
MTL BLDG
(CORROSIVE
STORAGE)LS TIMBER
WD DECK
LS TIMBER
FIBERGLASS BLDG
LIFT STATION
(#16748)
CANOPY
CONC PORCH
CONC RAMP
2-STORY
MTL BLDG
(#49763)
PA
R
K
I
N
G

S
TO
PCONC S/WDUMPSTER PADPARKING
STOPPARKING
STOP
CONC S/W
1-STORY
BRICK BLDG
(#16741)
1-STORY B
R
I
C
K

B
L
D
G
COAST GU
A
R
D

E
X
C
H
A
N
G
E
(#16742)
CONC STEPS
CONC PORCH
36" STEELRAILING
BRKWALL CONC
RAMP
BRKWALL
CONC S/W
LS BORDER
CONC S/W
LS TIMBER
LS TIMBER
USCG (#70093)
TOWER
5' WDWALL
LS TIMBER
BRICK WALL
CONC STEPS
CANOPY
CONC
PVMT CUT
LS TIMBER
CONC S/WCONC S/WCONC S/W
CONC S/WCONCS/WPVMT CUTPVMT CUTALUMINUM STEPS
ALUMINUM STEPS
RAISED ALUMINUM DECK
W/MTL CANOPY
MTL TRAILER WD RAMP
BLOCK WALL
BLOCK WALL
CONC
CONC
LP TANK
1-STORY
MTL BLDG
5 ELEC PANELS
MOUNTED ON
WOOD PANELING
RIP RAP
RIP RAP
1-STORY
CEMENT
BLDG
36" STEEL
RAILINGCONC
STEPS
CONC LANDING
CONC
CONC WALL
1-STORY
CEMENT BLDG
(#67652)
GRAVEL
36" STEEL
R
A
I
L
I
N
G
36" STEEL R
A
I
L
I
N
G
CONC RAMP
1-STORY
BLOCK BLDG
(HAZMAT)
DRYING RACK
FOR BUOYS
84" CHLK
GATE84" CHLKGATE84" CHLKCONC STEPS 36" STEEL
RAILING
36" STEELRAILING
CONC RAMP
120" CHLK
120" CHLK120" CHLK48" CHLK48" CHLK48" CHLK120" CHLK120" CHLK 120" CHLK48" CHLK
LS BORDER
1-STORY
MTL BLDG
CONC
STORAGE SHELTER
(#67663)
1-STORY
MTL BLDG (GYM)
(#16754)
CONC
STEPS
CONC STEPS
PULL-UPBARS
LS TIMBER LS TIMBER
LS TIMBER
VOLLEYBALL
AREA
LS ROCK
LS T
IMBER
LS TIMBER
2-STORY
BRICK BLDG
(#16751)
MTL POLERUNNINGTHROUGH POSTS
7 ELEC PANELSMOUNTED ONWOOD PANELING
1-STORY
MTL BLDG
1-STORY
FRAMED BLDG
(#16743)
3 ELEC PANELS
MOUNTED ONWOOD PANELING
SHED
SHED
ASPHALT
1-STORYFRAMED BLDG
(#16758)
1-STORY
FRAMED BLDG
(#16761)
1-STORY
CEMENT BLDG
(#67658)
1-STORY
CEMENT BLDG
(#67659)
CONC
SW
CONC
SW
CONC SW
CONC WALLCONC WALL
CONCSTEPS
WD STEPS
36" STEEL RAILING
CONC STEPS
CONCPORCH
CONCRAMP
2-STORYCONC BLDG
(#16746)
1-STORYBLOCK BLDG
(#16755)
1-STORY
FRAMED BLDG
(#16753)
1-STORYBLOCK BLDG
(NO #)
36" STEEL
RAILING
CONCPORCH
CONCSTEPS
CONC
STEPS
36" STEEL RAILINGCONC STEPS
POWER MOD
INTERLOCKCONC WALLCONC WALLCONC WALLCONC WALL
CONC
GRAVEL
2-STORYBLOCK BLDG
(#16744)
DI
TOP=5.86'
(STR FULL
OF GRAVEL)
DITOP=5.25'(STR FULLOF GRAVEL)
DI
TOP=5.21'(STR FULLOF GRAVEL)
DITOP=5.18'(STR FULLOF GRAVEL)CONCWOOD SHED
6" CONC WALL
BOAT TIE CONC
CO
CO
WD
CANOPY
(OUTDOOR
GRILLING)
TENNISCOURT
ASPHALT
CONC
CONC
ICV
ICV
ICV
EO
EO
EO
FAUCET
EO
FAUCE
TEO
EO
EO
EO
FAUCET
SS ACCESSTOP=11.11'(INACCESSIBLE, LOCKED)SS ACCESS
TOP=11.13'
(INACCESSIBLE, LOCKED)
SS ACCESSTOP=11.04'(INACCESSIBLE, LOCKED)
SS ACCESS COVER
TOP=8.17'
BTM=2.13'
POST
LP
INV.=-0.49'
12" DIP
(CAPPED)
ELEC MH
TOP=5.35'
ELEC MH
TOP=5.35'
LP
GAS LINE
PIV
ELEC MH
TOP=4.16'
BTM=1.23'
ELEC MHTOP=3.20'BTM=-1.00'
ELEC MH
TOP=4.05'
BTM=-1.70'
ELEC MHTOP=3.82'BTM=-1.28'
GAS LINE
ELEC MH
TOP=3.96'
BTM=-4.09'
FH
WM
LP
LP
ELEC MHTOP=4.38'
LP
WATER VAULTTOP=5.37'BOX BOTTOM=-0.43'
WV
WV ELEC JB
LP
FH
LP
LP
TMH
TOP=4.17'
PP
GUY
PP TPED
WATER VAULT (LOCKED)TOP=8.38'
FH
WV
WV
FOC MARKER
MAILBOX
FH
ELEC TRANS
PPT
PP GUY
CATV
TPED
PP (NJ003)
LP
ELEC TRANS (NJ002)
YL TMHTOP=7.15'BTM=1.75'
ELEC MH
TOP=3.49'
(LID BOLTED SHUT)
ELEC MHTOP=5.25'
BTM=0.24'
WV
FH
POST (4"x4")
LP
PARKING
RESERVATION
SIGN
WD POST
WD
P
O
S
T
WD POST
WD POST
SS VALVE
SS HHTOP=8.52'
10" POST
FH
WV
PARKING RESERVATIONSIGN POST
PARKING RESERVATIONSIGN POST
PARKING RESERVATION
SIGN POST
PARKING RESERVATIONSIGN POST
PARKING RESERVATIONSIGN POST
PARKING RESERVATION
SIGN POST
ELEC TRANS(#128999)
WM
WVWV
WV
POST (4"x4")
10" WD POST
BOL
BOL
BOL
BOL
BOL
LP
WM
ELEC MH
TOP=4.71'
BTM=1.78'
POST
WV
FH
STMHTOP=3.79'BTM=-0.85'(INVERTSINACCESSIBLE)
WV
LP
POST
POST
POST
WM
WV
FH
TMHTOP=5.27'BTM=-0.23
TPED ELEC JB
LP
LP
CATV
WM
WM
TMH
TOP=5.70'
BTM=-0.47'
WV
WM POST
ELEC ACCESS COVER
TOP=4.94'
WV
ELEC HH
TOP=4.97'
AC
AC
REGULATOR
SS ACESS LID
TOP=4.60'
LP
PIV
FH
LP
LP
TMHTOP=5.13'BTM=2.12'
AC
BASKETBALL GOAL
BASKETBALL GOAL
TENNIS NET POST
TENNIS NET
POST
LP
FH
WMWD POST
WD POST
WV BOL
BOLWM
FH
LP
TBMPAINTED "X" ON CONCN=352824E=2696881ELEV.=3.65'
VOLLEYBALL NET POST
VOLLEYBALL NET POST
BOL BOL
AC
POST
POST
POST
POST
ELEC HHTOP=6.09'
ELEC MH
TOP=6.28'
BTM=1.15'
AC ACELEC MH
TOP=6.12'
BTM=1.62'
ELEC TRANS(NJ004)
WV
LP
BOL
BOL
BOL
BOL
BOL
BOL
BOL
BOL
TBM
PAINTED "X" ON CONC
N=353316
E=2696933
ELEV.=3.39'
LP
POST
POST
ELEC
ACCESS COVER
TOP=3.77'
WV
WATER HOOK UP
SS PUMP
BOAT TIE
CLEAT (50 TON)
CLEAT (50 TON)
BOAT TIE
CLEAT
CLEAT
LP
WM
BOL
BOL
PAINTED "X" IN CONC
ELEC ACCESS COVERTOP=3.41'
BOL
BOL
BOL
BOL
BOL
BOL
ELEC
ACCESS COVER
TOP=3.10'
WV
BOAT TIE
WATER LINEHOOKUP
BOL
BOL
SS PUMP
BOAT TIE
CLEAT
CLEAT
10" PVCINV.=-0.12'
BOATTIE
CLEAT
CLEAT
CLEAT
CLEAT
CLEAT
CLEAT
CLEAT
ELEC HH
TOP=4.77'
ELEC HH
TOP=6.14'
LP
LP
BOAT TIE
WM
CATV
ELEC TRANSON CONC PAD(1CKN51)
LP
LP
TMH
TOP=6.80'
BTM=0.80'
CO
POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
LP
CLEAT
CLEAT
CLEAT
CLEAT
CLEAT
CLEAT
10" POST
CLEAT
CLEAT
CLEAT
CLEAT
CLEAT
DI
TOP=3.06'
BTM=1.45'
INV.OUT=1.51' (NE)1-STORY
BRICK BLDG
(#16750)
FIBERGLASS BLDG. ON
CONC. PAD WET PIT FOR
SAN. SEWER #67647
A Joint Venture
N
100'-0"0'-0''100'-0"200'-0"
SCALE: 1''=100'
NOTES:
1.TOPOGRAPHIC SURVEY (SHEETS G-100 THROUGH G-104) WAS PERFORMED BY:
JOYNER KEENY, PLLC
FIRM LICENSE NO. P-0551
1051 NORTH WINSTEAD AVENUE
BOX 7533
ROCKY MOUNT, NORTH CAROLINA 27804
252-977-3124 (OFFICE)
252-985-6026 (FAX)
2.SURVEYOR OF RECORD INFORMATION:
STEPHEN R. WOLFE
NC PLS NO. L-3259
SURVEY SIGNED AND DATED MAY 1, 202 WITH THE FOLLOWING CERTIFICATIONS:
I, STEPHEN R. WOLFE, CERTIFY THAT THIS PROJECT WAS COMPLETED UNDER MY DIRECT AND
RESPONSIBLE CHARGE FROM AN ACTUAL FIELD SURVEY MADE UNDER MY SUPERVISION; THAT THE
FIELD SURVEY WAS COMPLETED ON 07APR2020; THAT THE HORIZONTAL POSITIONS WERE
OBTAINED BY CONVENTIONAL TRAVERSING METHODS IN NAD83/2011 DATUM; THAT THE VERTICAL
ELEVATIONS WERE OBTAINED BY DIFFERENTIAL LEVELING METHODS IN NAVD1988 DATUM;
WITNESS MY ORIGINAL SIGNATURE, LICENSE NUMBER AND SEAL.
3.HORIZONTAL CONTROL: THE HORIZONTAL POSITIONS FOR THIS PROJECT ARE BASED UPON THE
NORTH CAROLINA GRID COORDINATE SYSTEM (NAD83/2011) HOLDING THE EXISTING NGS
MONUMENT STAMPED "MACO A 1995" (PID AB6833) WITH PUBLISHED COORDINATES OF NORTH =
353,135.79, EAST = 2,696,256.96 IN U.S. SURVEY FEET. COORDINATES SHOWN ARE "LOCALIZED"
COORDINATES HOLDING THE PUBLISHED COORDINATES OF THIS MONUMENT AND USING THE
AVERAGE COMBINED FACTOR OF 0.99992447 (GROUND TO GRID). EQUIPMENT USED FOR THE
HORIZONTAL TRAVERSE WAS A TRIMBLE S9HP ROBOTIC TOTAL STATION WITH TRIMBLE TSC3 DATA
COLLECTOR USING TRIMBLE ACCESS SOFTWARE.
4.VERTICAL CONTROL: ALL ELEVATIONS ARE BASED THE NORTH AMERICAN VERTICAL DATUM OF 1988
(NAVD88) FROM NGS SURVEY MONUMENT STAMPED "MACO A 1995" (PID AB6833) WITH PUBLISHED
ELEVATION OF 8.264 FEET. A CLOSED DIFFERENTIAL LEVEL LINE WAS PERFORMED THROUGH ALL
CONTROL POINTS USED IN THIS SURVEY, WHICH MEETS OR EXCEEDS THIRD (3RD) ACCURACY
STANDARDS.
5.THE LOCATION OF UNDERGROUND UTILITIES IS BASED UPON THE FIELD SURVEYS OF ABOVE
GROUND FEATURES. THE SURVEYOR DOES NOT GUARANTEE THAT ALL UNDERGROUND
STRUCTURES SUCH AS UTILITIES, TANKS, PIPES, ETC. ARE LOCATED HERE0N, EITHER IN SERVICE
OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND
UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, IF MARKED BY OTHERS. NO
EXCAVATIONS WERE MADE DURING THIS SURVEY TO LOCATE ANY BURIED UTILITIES OR
STRUCTURES. UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE LOCATIONS AND ARE BASED
ON ABOVE GROUND FEATURES, PHYSICAL EVIDENCE, PAINT· MARKINGS, AND BASE UTILITY PLANS.
6.LOCATION OF UNDERGROUND UTILITIES SHOULD BE FIELD VERIFIED BY CONTACTING THE
NC ONE CALL CENTER AT 1-800-632-4949 OR THE BASE FACILITIES MAINTENANCE AT 252-240-8494.
NO DETERMINATION HAS BEEN MADE BY THE SURVEYOR AS TO THE FOLLOWING:
A.100-YEAR FLOOD LIMITS
B.UNDERGROUND STORAGE FACILITIES
C.GRAVES, CEMETERlES, OR BURIAL GROUNDS
D.HAZARDOUS WASTE
E.WETLAND AREAS
7.THIS PROPERTY IS SHOWN ON FEMA NORTH CAROLINA FLOOD INSURANCE RATE MAP NUMBER
3720639500J, PANEL EFFECTIVE DATE: 7/16/2003 AND IS LOCATED IN FLOOD ZONE "AE" (EL 7).
SEE SHEET G-101
SEE SHEET G-102
SEE SHEET G-104
SEE SHEET G-103
A1
G-100
OVERALL TOPOGRAPHIC SURVEY PLAN
SCALE: 1"=100'
0
(-1
)
(-2
)
(-2)
1
23
45
6
7
8
9
9
9
88873
2
1
ELEC PANEL
FENCED IN LOCKED
AREA WITH 2
STORAGE
CONTAINERS UEUEUEED
G
E

O
F

E
R
O
S
I
O
N

B
A
R
R
I
E
R
ED
G
E

O
F

E
R
O
S
I
O
N

B
A
R
R
I
E
R
SLOPE FAILURE
DUE TO EROSION
BOGUE SOUND
CONC BLOCK
EROSION BARRIER
WATER
GRASS
GRASS
CONC
WALL
SSMH
TOP=7.14
BTM=-2.39
METAL PILING
W/ CAGE
VENT PIPE
ELEC LINE
(PVC)
ELEC LINE
(PVC)
ON CONC PADS
CONC
PADS
CONC
ELEC. PANEL
LIFT STATION
BLDG# 67648
FIBERGLASS BLDG
ON CONC PAD
RIPRAP
GRAVEL
CONC WALL
CONC BLOCK
EROSION BARRIER
LP
EM
CONTROL POINT #2075
RBC
N=353073.82
E=2696524.03
ELEV.=8.20
CONTROL POINT #2077
MACO_A 1995
PID: AB6833
N=353135.79
E=2696256.96
ELEV.=8.26
84" CHLK 3SBW
84" CHLK 3SBW
GRAVEL
CONC BLOCK
EROSION BARRIER
SOIL
PATH
GATE 84" CHLK84" CHLKCONC WALL
ICV
ICV
ICV
A Joint Venture
20'-0"0'-0''20'-0"40'-0"
SCALE: 1''=20'
N
A1
G-100
TOPOGRAPHIC SURVEY PLAN
SCALE: 1"=20'
456743
2
1
5546
7 666665454666678UKN ACCESS COVER
(NO ACCESS)
TOP=5.74'
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
TOP=3.83'
BTM=-1.91'
INV.IN=-2.43' (N)
INV.IN=-2.31' (SW)
INV.IN=2.02' (SE)
INV.OUT=-2.37' (S)
UKN ACCESS COVER
(NO ACCESS)
TOP=6.27'UKN ACCESS
COVER
(NO
ACCESS
)TOP=4.19
'
5.93
6.00
5.96
SSSSSSAC
AC
AC
WEAPONS CLEARING
STATION
PARKING BORDER
(TEL POLE ON GROUND)PVMT CUTGRAVEL
GRAVEL
GRAVEL
MTLRAMP42" STEEL
RAILING
42" STEEL
RAILING
42" STEEL

R
A
I
L
I
N
G
WOOD WAL
K
WATER
PIV
WD POSTS
BOL UEUEUE4"x4"
POSTS (4)10"
POST
10" POSTS
BOL
CONC WALLCONC WALLBOX WITH
WATER VALVE
GRASS
GRASS
GRASS
CONC.
BUMPER
CONC.
BUMPER
6"PVC
TD
TOP=3.67
BTM=2.71
TOP=6.23
BTM=4.84
INV OUT=4.86
CONC BLOCK
EROSION BARRIER
CONC
WALL
ELEC HH
TOP=2.01
ELEC HH
TOP=1.94
ELEC HH
TOP=2.08
FLOATING DOCKFLOATINGDOCKBOLLARDS
DRAIN
TOP=3.61
DRAIN
TOP=3.59
BOLLARDS
CONC
WALLCONC WALLEND NOT FOUND(TOO DEEP)CONC
WALL
GRASSWATER
GRASS
WOOD
PILING
(typ.)
CONC
WALL
ELEC PANEL
120 VOLT
480 VOLT
STREET LIGHT
CONTROL
CONC
BOAT
RAMP
WOODDOCK8"PVCSSSS6"PVC
6"PVC
SSMH
TOP=4.37
BTM=1.48
INV IN (E)=2.51
INV IN (SE)=3.18
INV OUT (N)=0.95
SSMH
TOP=3.42
BTM=0.06
INV IN (N)=-0.53
INV IN (W)=-0.44
INV OUT=-0.53 8"PVC8"PVC
SSMH
TOP=3.36
BTM=-0.54
INV IN=-0.96
INV OUT=-1.10
METAL/CONC
BOLLARDS
SSMH
TOP=7.14
BTM=-2.39
WOOD
PILING
BOLLARD
METAL/CONC
BOLLARDS
METAL PILING
W/ CAGE
SS
ELEC PANEL
SAN. SEWER
ACCESS COVER
TOP= 4.53
BTM= 1.43
VENT PIPE
WOOD RAIL
CONC.
FOC SIGN
ELEC. MANHOLE
TOP=6.36
BTM=1.82CONC
CONC SW
STEPS
AC
LB
EMER. PUMP
SHUTOFF
TELEPHONE
CONC. WALL
METAL POST
W/ LIFE
PRESERVER
ACCESS
COVER
TOP=3.60
DIESEL
PUMP
GAS PUMP
BOX
ELEC LINE
(PVC)
ELEC LINE
(PVC)
WOOD
DECK
ELEC. JB
TRANS
#ND640
ELEC PANE
L
TD
TOP=3.64
BTM=2.64
INV=2.68
GAS LINE
DIESEL LINE
1000 GALLON
DIESEL TANK
500 GALLON GAS
TANK
TRENCH
DRAIN
TOP=5.85
BTM=5.10
ACCESS LID
UNKNOWN UTILITY
TOP=3.64
ACCESS PANEL
NO ACCESS
TOP=3.17
2" METAL
PIPES
ELEC
PANEL
& BOX
SEWER
PUMP
TOP=3.96
ELEC
BOX
ELEC.
PANEL
CONC. WALL
BREAK IN
CONC WALL
CONC.
BUMPER
CONC.
BUMPER
500 GALLON
WASTE OIL TANK
CONC
CONC
CONC.
BUMPER
36" STEELRAILING1 STORY BRICK
BUILDING
ELEC. LINE
(HANGING
UNDER DECK)CONC. PILINGS
METAL
RAMP
CONC. PILINGS
CONC. PILINGS
CONC. PILINGS
CONC. PILINGS
CONC. PILINGS
WOOD DOLPHIN
(PILINGS)
ELEC HH
TOP=2.08
ELEC. LINE
(HANGING
UNDER DECK)
ELEC
BOX FLOATINGDOCKWOOD DOLPHIN
(PILINGS)
ELEC HH
TOP=2.06
ELEC
BOX
METAL RAMP16" FIBERGLASS
PILING
16"
FIBERGLASS
PILING
ELEC
BOX
ELEC
SHUTOFF
CONC
RAMP
42" STEEL
RAILING
ACCESS PANEL
BOLTED SHUT
TOP=3.73
WOOD
BUMPER
CONC
WALL
WOOD
DECK
WOOD DOLPHIN
(PILINGS)
CONC
CONC
U/G ELEC
ELEC JUNCTION BOXCONCCUTCONC CUTWOOD
PILING
(typ.)
WATER SERVICE
AIR VALVE
AIR LINE
SEWER
PUMP
FLOATING DOCKELEC PANEL
ON CONC PADS
CONC
PADS
CONC
GRAVEL
GRAVEL
ELEC. PANEL
LIFT STATION
BLDG# 67648
FIBERGLASS BLDG
ON CONC PAD
RIPRAP
GRAVEL
CONC WALL
UEUEUEUEFH
CLEAT
LP
WM
WM
FLAG
BOL
WM
WATER LINE
WV
TMH
TOP=3.91'
LP
WV
FH
LP
EM
TBM #50
"X" ON BONNET
BOLT OF FH
N=352920
E=2696691
ELEV.=7.33
CONTROL POINT #2064
37_SMILAX_A
N=353054.55
E=2696936.32
ELEV.=3.70
CONTROL POINT #2065
37_SMILAX_B
N=353132.31
E=2696915.07
ELEV.=3.70
CONTROL POINT #2071
RBC
N=352839.43
E=2697005.10
ELEV.=5.42
CONTROL POINT #2074
PKS
N=353012.72
E=2696729.09
ELEV.=3.64
SSPVMT CUTPVMT CUTGRAVEL CONC S/WPVMT C
U
T
6" DIPSSSSSSSSSS
CONC S/WDUMPSTER PADPARKING
STOPPARKING
STOP
LS TIMBER
LS TIMBER
USCG (#70093)
5' WD
WALL
LS TIMBER
BRICK WALL
CONC S/WALUMINUM STEPS
ALUMINUM STEPS
RAISED ALUMINUM DECK
W/MTL CANOPY
MTL TRAILER
1-STORY
MTL BLDG
DRYING RACK
FOR BUOYS
84" CHLK
GATE84" CHLKGATE84" CHLKCONC STEPS
36" STEEL
RAILING
36" STEEL
RAILING
CONC RAMP
120" CHLK
120" CHLK120" CHLK48" CHLK48" CHLK48" CHLK120" CHLK120" CHLK 120" CHLK48" CHLKLS BORDER
1-STORY
MTL BLDG
CONC
STORAGE SHELTER
(#67663)
1-STORY
MTL BLDG (GYM)
(#16754)
CONC
STEPS
CONC STEPS
PULL-UP
BARS
LS TIMBER
LS TIMBER
LS TIMBER
VOLLEYBALL
AREA
LS ROCK
LS TIMBER2-STORY
BRICK BLDG
(#16751)
MTL POLE
RUNNING
THROUGH POSTS
7 ELEC PANELS
MOUNTED ON
WOOD PANELING
1-STORY
MTL BLDG
1-STORY
FRAMED BLDG
(#16743)
3 ELEC PANELS
MOUNTED ON
WOOD PANELING
SHED
SHED1-STORY
CEMENT BLDG
(#67658)
1-STORY
CEMENT BLDG
(#67659)
CONC
SW
CONC
SWCONC WALLCONC WALLTENNIS
COURT
SS VALVE
10" POST
FH
WV
PARKING RESERVATION
SIGN POST
PARKING RESERVATION
SIGN POST
PARKING RESERVATION
SIGN POST
LP
AC
BASKETBALL GOAL
BASKETBALL GOAL
TENNIS NET POST
TENNIS NET
POST
LP
FH
WMWD POST
WD POST
WV
BOL
BOL
WM
FH
LP
TBM
PAINTED "X" ON CONC
N=352824
E=2696881
ELEV.=3.65'
VOLLEYBALL NET POST
VOLLEYBALL NET POST
BOL BOL
POST
POST
POST
POST
ELEC HH
TOP=6.09'
ELEC MH
TOP=6.28'
BTM=1.15'
AC ACELEC MH
TOP=6.12'
BTM=1.62'
ELEC TRANS
(NJ004)
WV
LP
POST
POST
ELEC
ACCESS COVER
TOP=3.77'
WV
WATER HOOK UP
SS PUMP
BOAT TIE
CLEAT (50 TON)
CLEAT (50 TON)
CLEAT
LP
CLEAT
CLEAT
CLEAT
CLEAT
CLEAT
CLEAT
10" POST
CLEAT
CLEAT
CLEAT
CLEAT
CLEAT
FIBERGLASS BLDG. ON
CONC. PAD WET PIT FOR
SAN. SEWER #67647
A Joint Venture
N
20'-0"0'-0''20'-0"40'-0"
SCALE: 1''=20'
A1
G-100
TOPOGRAPHIC SURVEY PLAN
SCALE: 1"=20'
5
6
7
6
6
6
776543210(-2)(-3)(-1)
5
6
7
89
4
3
2
1
0
(-1)
(-2)
(-3)1098711CO
SSMH
TOP=6.23'
BTM=3.29'
INV IN=3.11'
INV OUT=3.06'
SEWER
PUMP
TOP=7.00'
ASPHALT CURB
CONC SW
84" CHLK 3SBW84" CHLK 3SBWGRASS EDGE OF R
IPRAP
EDGE OF
R
I
P
R
A
P
WOOD
BUMPER
WOOD
BUMPER
BOGUE SOUND
BOGUE SOUND
BOGUE SOUND
C
O
N
C
S
E
A
M
C
O
N
C
S
E
A
M
GRAVEL WOOD BOLLARDSCONNECTED W/ ROPE
CONC
CONC
SS
CONC
DOCK
CONC
DOCK
ASPHALT
ASPHALT
ACCESS COVER
TOP=8.04
6"DIP6"DIP6"DIP4"
D
I
P
SSSSSSSSSSSSSSSSS
S
WOOD PILING
(typ.)
WOOD PILING
(typ.)
1 STORY
ROCK/CEMENT
BLDG.
(13' x 21')
1 STORY
ROCK/CEMENT BLDG
(10' x 12')72" CHLK
1 STORY
WOOD BLDG
(20' x 20')
ASPHALT
72" CHLK
GATE
1 STORY
WOOD BLDG
(26' x 20')
1 STORY
WOOD BLDG
(25' x 20')
ELEC HH
TOP=6.81
72" CHLK
36" CHLK
84" CHLK
3SBW
84" CHLK
3SBW
WOOD WALL
WOOD
BULKHEAD
USCG
SIGN
METAL
BOLLARD
METAL
BOLLARD
RIPRAP
RIPRAP
RIPRAPCORRUGATED METAL JETTYCORRUGATED
METAL JETTY
CORRUGATED
METAL JETTY
U/G ELEC.
TO DOCK
CONC
RAMP
WOOD DOLPHIN
(PILINGS)
ACCESS COVER
TOP=7.98'
ACCESS COVER
GRASS
ELEC. PANEL
ELEC. BOX
3 PHASE
OUTLET
ACCESS COVER
TOP=8.07
WATER
HOOKUP
CONC
RAMP
CONC.
WALL
ACCESS COVER
TOP=6.39
ACCESS COVER
TOP=5.99
FH
WOOD BOLLARDS
CONNECTED W/ ROPE
ELEC. PANEL METAL
WOOD PILING
(typ.)
WVWV
ELEC HH
TOP=7.03'
LP
CLEAT
CLEAT
CLEAT
CLEAT
CLEAT
DRAIN
TOP=8.05'
LP
LP
WV
FH
ELEC JB
TBM #2060
"X" ON BONNET
BOLT OF FH
N=353609
E=2696881
ELEV.=7.76
CONTROL POINT #2067
RBC
N=353582.41
E=2696814.50
ELEV.=4.98
CONTROL POINT #2068
RBC
N=353777.69
E=2697089.28
ELEV.=7.04
CONTROL POINT #2076
NO 2 1973
PID: AC7535
N=353737.09
E=2696975.78
ELEV.=6.20
PVMT CUTPVMT CUTSS
SS
LP TANK
CONC
GRAVEL
DI
TOP=5.86'
(STR FULL
OF GRAVEL)
DI
TOP=5.25'
(STR FULL
OF GRAVEL)
DI
TOP=5.21'
(STR FULL
OF GRAVEL)
DI
TOP=5.18'
(STR FULL
OF GRAVEL)CONC6" CONC WALL
BOAT TIE CONC
CO
CO
ASPHALT
CONC
CONC
ELEC HH
TOP=6.14'
LP
LP
BOAT TIE
WM
CATV
ELEC TRANS
ON CONC PAD
(1CKN51)
LP
LP
TMH
TOP=6.80'
BTM=0.80'
A Joint Venture
N
20'-0"0'-0''20'-0"40'-0"
SCALE: 1''=20'
A1
G-100
TOPOGRAPHIC SURVEY PLAN
SCALE: 1"=20'
3
3
4
5
6
7
6
6
6
5
6
7
89
4
109876787876567811CO
SSMH
TOP=6.23'
BTM=3.29'
INV IN=3.11'
INV OUT=3.06'
SEWER
PUMP
TOP=7.00'
ASPHALT CURB
CONC SW
84" CHLK 3SBW84" CHLK 3SBWEL
E
C
PA
N
E
L
GRASS
CONC
ED
G
E

C
O
N
C
ED
G
E

C
O
N
C
BOAT TIE
BOLLARD
WOOD
BUMPER
BOGUE SOUND
BOGUE SOUND
C
O
N
C
S
E
A
M
TD
TOP=2.78
BTM=2.37
TD
TOP=2.64
BTM=1.42
GRAVEL
EDGE CONCCONC.
WALL
CONC CUTWOOD BOLLARDSCONNECTED W/ ROPE
CONC
CONC
6"PVC
6"PV
C
SS
SS
CONC
DOCK
CONC
DOCK
ASPHALT
ASPHALT
CONC.
WALL
BO
A
T

S
L
I
P
SSMH
TOP=4.35
BTM=2.13
INV IN (N)=2.43
INV IN (NE)=2.40
INV IN (E)=1.77
INV OUT (S)=1.70
10"PVC 6"DIP6"DIP6"DIP4"
D
I
P
6"PVC6"PVCSSMH
TOP=3.30
BTM=1.77
INV IN (N)=1.34
INV OUT (S)=1.17SSSSSSSSSSSS SSSSSSS
S
SSSSSSSSSSSSSSWOOD PILING
(typ.)
1 STORY
ROCK/CEMENT
BLDG.
(13' x 21')
1 STORY
ROCK/CEMENT BLDG
(10' x 12')72" CHLK
1 STORY
WOOD BLDG
(20' x 20')
ASPHALT
72" CHLK
GATE
1 STORY
WOOD BLDG
(26' x 20')
1 STORY
WOOD BLDG
(25' x 20')
ELEC HH
TOP=6.81
72" CHLK
36" CHLK
METAL
BOLLARD
U/G ELEC.
TO DOCK
CONC
RAMP
ACCESS COVER
GRASS
ELEC. PANEL
ELEC. BOX
3 PHASE
OUTLET
ACCESS COVER
TOP=8.07
WATER
HOOKUP
CONCCONC
CONC
RAMP
CONC.
WALL
ACCESS COVER
TOP=6.39
ACCESS COVER
TOP=5.99
FH
WOOD BOLLARDS
CONNECTED W/ ROPE
ELEC. PANEL METAL
BOX
TRENCH
DRAIN
FUEL CO
N
T
A
I
N
M
E
N
T

A
R
E
A
WATER
LINE SEWER
PUMP
CONC.
WALL
WOOD PILING
(typ.)
WOOD
PILING
POWER MODULE
ELEC. INTERLOCK
ON CONC. PAD
WOOD
PILING
ACCESS COVER
TOP=2.96
ACCESS COVER
NO ACCESS
TOP=2.92
LP
WVFH
WVWV
ELEC HH
TOP=7.03'
ELEC ACCESS
TOP=4.30'
ELEC HH
TOP=3.79'
WM
CLEAT
CLEAT
CLEAT
DRAIN
TOP=8.05'
LP
LP
WV
FH
EO
EO
LP
ELEC JB
ELEC JB
#NJ0006
WM FH
ELEC HH
TOP=3.59'
WV
CLEAT
CLEAT
CLEAT
LP
TBM #2060
"X" ON BONNET
BOLT OF FH
N=353609
E=2696881
ELEV.=7.76
TBM #2061
"X" ON BONNET
BOLT OF FH
N=353432
E=2697140
ELEV.=8.78
CONTROL POINT #2067
RBC
N=353582.41
E=2696814.50
ELEV.=4.98
CONTROL POINT #2069
RBC
N=353440.22
E=2697140.02
ELEV.=6.62
ELEV.=6.20
WD DECKCONC PO
R
C
H
CONC
CONC
PVMT
CUT
PVMT CUTPVMT CUTSSMH
TOP=7.92
(MANHOLE BOLTED DOWN-
INACCESSIBLE)6"PVC
SS
SS
SS
SS
SS
SS
WD RAMPBLOCK WALL
BLOCK WALL
CONC
CONC
LP TANK
CONC
WD STEPS
36" STEEL RAILING
CONC STEPS
CONC
PORCH
CONC
RAMP
1-STORY
BLOCK BLDG
1-STORY
FRAMED BLDG
(#16753)
36" STEEL RAILINGCONC STEPS
CONC WALL
CONC
GRAVEL
2-STORY
BLOCK BLDG
(#16744)
DI
TOP=5.86'
(STR FULL
OF GRAVEL)
DI
TOP=5.25'
(STR FULL
OF GRAVEL)
DI
TOP=5.21'
(STR FULL
OF GRAVEL)
DI
TOP=5.18'
(STR FULL
OF GRAVEL)CONCWOOD SHED
6" CONC WALLCO
CO
ASPHALT
CONC
CONC
WV
BOL
BOL
PAINTED "X" IN CONC
BOL
BOL
BOL
BOL
BOL
BOL
10" PVC
INV.=-0.12'
BOAT
TIE
CLEAT
ELEC HH
TOP=4.77'
ELEC HH
TOP=6.14'
LP
BOAT TIE
WM
CATV
ELEC TRANS
ON CONC PAD
(1CKN51)
LP
LP
TMH
TOP=6.80'
BTM=0.80'
A Joint Venture
N
5
4
3
2
1
0
6
20'-0"0'-0''20'-0"40'-0"
SCALE: 1''=20'
A1
G-100
TOPOGRAPHIC SURVEY PLAN
SCALE: 1"=20'
0(-1)(-2)(-2)123456789998
8
8
7 87610981111109876786556445674321567444301234324434543 43455678910115444567555546766666545435675455443
334567666776543210(-2)(-3)(-1)5678943210(-1)(-2)(-3)1098767878765 67811666678565
SS
SS
SS
SS
GRTTOP=11.23'GRTTOP=11.11'DITOP=2.68'BTM=0.44'INV.OUT=0.44' (SE)(BOX FULL OFWATER AND SAND)DITOP=4.03'BTM=-1.97'INV.=1.53' (W)DITOP=3.07'BTM=1.77'INV.OUT=1.86' (SE)UE DITOP=3.22'BTM=-0.38'INV.IN=1.27' (NW)INV.IN=1.04' (SW)INV.OUT=0.80' (N)STMHTOP=3.31'BTM=-0.69'INV OUT=-0.19'SSSSSSSS SSDRAINTOP=8.05'SSSS
SSSS
SSSSSS 6" PVC6" VCPSSSSSSSSDITOP=3.54'BTM=-0.41'INV.IN=UKN (NW)INV.IN=-0.25' (S)INV.IN=-0.31' (SE)INV.OUT=UKN (SW)(BOX FULL OF WATER)18" RCP (2)10" VCP12" PVCUKN PIPE SIZESDSDSDSDSD
SD
SSSSSSDITOP=3.53'GRTTOP=11.04'GRTTOP=11.17'GRTTOP=11.19'GRTTOP=11.20'GRTTOP=11.24'GRTTOP=11.06'GRTTOP=11.07'GRTTOP=11.07'GRTTOP=11.09'GRTTOP=11.05'GRTTOP=11.08'GRTTOP=11.04'GRTTOP=11.07'GRTTOP=11.06'GRTTOP=11.08'GRTTOP=11.10'GRTTOP=11.04'GRTTOP=11.02'DITOP=5.86'(STR FULLOF GRAVEL)DITOP=5.25'(STR FULLOF GRAVEL)DITOP=5.21'(STR FULLOF GRAVEL)DITOP=5.18'(STR FULLOF GRAVEL)ICVICVICVINV.=-0.49'12" DIP(CAPPED)GAS LINEPIVGAS LINETPEDFOC MARKERCATVTPEDSTMHTOP=3.79'BTM=-0.85'(INVERTSINACCESSIBLE)TPEDCATVREGULATORPIV10" PVCINV.=-0.12'CATVDITOP=3.06'BTM=1.45'INV.OUT=1.51' (NE)A1
SD100
OVERALL DEMOLITION PLAN
SCALE: 1"=60'
A Joint Venture
N60'-0"0'-0''60'-0"120'-0"
SCALE: 1''=60'
BOGUE SOUND
FLOATING DOCK
DEMOLITION, SEE
SOUTH GROIN & WOOD
DOCK DEMOLITION, SEE
REVETMENT
DEMOLITION, SEE
PERIMETER FENCE DEMOLITION, SEE
A1
SD102
A1
SD103
C1
SD501
NORTH CONC
BULKHEAD
DEMOLITION, SEE
SOUTH CONC BULKHEAD
DEMOLITION, SEE
B1
SD101
A1
SD101
A1
SD104
SSMHTOP=6.23'BTM=3.29'INV IN=3.11'INV OUT=3.06'SSSSSSSSSSSSSSLPLPWVFH6DRAINTOP=8.05'EOEOLPELEC HHTOP=3.59'567894A1
SD100
SOUTH CONCRETE BULKHEAD DEMOLITION PLAN
SCALE: 1"=10'
10'-0"0'-0''10'-0"20'-0"
SCALE: 1''=10'NB1
SD100
NORTH CONCRETE BULKHEAD DEMOLITION PLAN
SCALE: 1"=10'
EXISTING 300' CONC PIER
EXISTING 300' CONC PIER
EXISTING BOAT
HAULOUT
31'
-
6

1
/
2
"
±
28'
-
5
"
±
73'-3 1/4"
±
C1
SD100
PERIMETER FENCE DEMOLITION PLAN
SCALE: 1"=10'
REMOVE EXISTING CHAIN LINK SECURITY
FENCE, HARDWARE & CONC FOUNDATION, TYP
EXISTING RIPRAP
A Joint Venture
120'-0"±
LIMITS OF DEMOLITION
C2
SD601
A1
SD601
B3
SD601
B4
SD601
EXISTING CONC CAP TO REMAIN
EXISTING CONC
CAP TO REMAIN
3'-
6
"
±
4'-
0
"
±
3'-6"±
REMOVE PORTION OF
EXISTING CONC CAP
REMOVE PORTION OF
EXISTING CONC CAP
EXISTING CONC
CAP TO REMAIN
EXISTING CONC
CAP TO REMAIN
REMOVE PORTION OF
EXISTING CONC CAP
REMOVE EXISTING STL
H-PILE IN ITS ENTIRETY, TYP
REMOVE EXISTING TIMBER
SHEETING IN ITS ENTIRETY, TYP
REMOVE EXISTING TIMBER CRIB WALL,
GROIN & GROIN PILES IN ITS ENTIRETY, TYP
REMOVE EXISTING TIMBER CRIB
WALL TIE-BACK IN ITS ENTIRETY, TYP
REMOVE EXISTING CHAIN LINK
SECURITY FENCE & HARDWARE, TYP
3'-
6
"
±
C1
SD601 C3
SD601
C4
SD601 B1
SD601
B2
SD601
A2
SD601
A1
SD502
A1
SD502
REMOVE PORTION OF
EXISTING CONC CAP
TYPEXISTING CONC
PIER RAMP
EXISTING CONC
PIER RAMPTYPREMOVE EXISTING TIMBER/STL
GROIN IN ITS ENTIRETY
REMOVE EXISTING DEBRIS
WITHIN ERODED AREA
COSS
SSUE
UE
UE
UE
UE
UE
UE
UE
UE WMWATER LINESS
SS
SSWM10'-0"0'-0''10'-0"20'-0"
SCALE: 1''=10'NREMOVE EXISTING 3-PILE
TIMBER DOLPHIN IN ITS
ENTIRETY, TYP
REMOVE EXISTING
CONCRETE FLOATING
DOCK B IN ITS ENTIRETY
REMOVE EXISTING ALUMINUM
GANGWAY IN ITS ENTIRETY, TYP
PREVENTION BUILDING
STATION BUILDING
EXISTING ASPHALT PAVEMENT
EXISTING CONCRETE WATERFRONT
EXISTING STEEL SHEET PILE
BULKHEAD W/ CONC CAP
A Joint Venture
EXISTING 14" SQ P/S CONC EXTERNAL
GUIDE PILE TO REMAIN, TYP
EXISTING 14" SQ P/S CONC INTERNAL
GUIDE PILE TO REMAIN, TYP
C2
SD602
C4
SD602
B2
SD602
A3
SD601
A4
SD601
50'-8"±
60'-8"±
60'-8"±
27'-103
4"±
9'-7"±
10'-71
2"±
REMOVE EXISTING
CONCRETE FLOATING
DOCK A IN ITS ENTIRETY
REMOVE EXISTING
CONCRETE FLOATING
DOCK C IN ITS ENTIRETY
BOGUE
SOUND
C1
SD602
C3
SD602
B1
SD602
B3
SD602
A1
SD100
FLOATING DOCK DEMOLITION PLAN
SCALE: 1"=10'
EXISTING FLOATING DOCK
EXISTING TIMBER DOCK
EXISTING BOAT RAMP
74321UE
UE
UE
UE
UE
UE WVFHLPEM10'-0"0'-0''10'-0"20'-0"
SCALE: 1''=10'NREMOVE EXISTING 7-PILE TIMBER
DOLPHIN IN ITS ENTIRETY
80'-3"±
REMOVE EXISTING TIMBER
DECKING, STRINGERS, & MOORING
HARDWARE, TYP, SEE NOTE
EXISTING SOUTH BASIN GROIN
EXISTING PAVEMENT
EXISTING SHORELINE REVETMENT
EXISTING GRAVEL/STONE ROAD
A Joint Venture
REMOVE EXISTING
ABANDONED LIGHT RANGE
REMOVE EXISTING
ABANDONED FENCE
SUPPORT
P/S CONC SHEET PILE BELOW
REMOVE EXISTING ABANDONED 4 1/2"Ø PVC
ELECTRICAL CONDUIT & HANGERS BELOW
50'-3 1/4"±
EXISTING CONCRETE
CAP TO REMAIN
B4
SD602
C4
SD603
A2
SD602
C3
SD603
C2
SD603
BOGUE
SOUND
REMOVE EXISTING TIMBER
FENDER SYSTEM & FENDER
PILES IN ITS ENTIRETY, TYP
(9 TOTAL)
REMOVE EXISTING TIMBER
WALE & BLOCKING, TYP
REMOVE EXISTING
ALUMINUM ACCESS LADDER
REMOVE PORTION OF
EXISTING CONC CAP
REMOVE PORTION OF
EXISTING CONC CAP
3'-1 1/2"
±
3'-0"±
A1
SD602
A3
SD602
A4
SD602
C1
SD603
A1
SD100
SOUTH GROIN AND WOOD DOCK DEMOLITION PLAN
SCALE: 1"=10'
91'-1 1/2"±
DEMO PLAN ENLARGEMENT, SEE C1
SD501
EXISTING STEEL SHEET PILE
BULKHEAD W/ CONC CAP
NOTE:
EXISTING PRESTRESSED CONCRETE PILES AND
CAST-IN-PLACE BENT CAPS AT WOOD DOCK TO REMAIN.
(-2)A Joint Venture
EXISTING ARTICULATED CONC
MAT REVETMENT TO REMAIN, TYP
B1
SD603
28'-
0
"
±
LIM
I
T
S

O
F

D
E
M
O
L
I
T
I
O
N 65'-0"±LIMITS OF DEMOLITION5'-0"0'-0''5'-0"10'-0"
SCALE: 1''=5'
REMOVE & STORE EXISTING ARTICULATED
CONC MAT REVETMENT FOR REINSTALLATION
EXISTING CONC BLOCKS
COMPRISING ARTICULATED
CONC MAT REVETMENT, TYP, SEE 322'-7"±TO SOUTH GROIN159'-4"±TO NORTH GROINB2
SD603
B3
SD603
A1
SD100
REVETMENT DEMOLITION PLAN
SCALE: 1"=5'
BOGUE
SOUND
APPROXIMATE LIMITS OF
UNDERMINED REVETMENT
C3
SD502
B1
SD50221'-6"±22'-0"±5432106NEXISTING CONTOUR, TYP
BA234678 152'-6"±
A Joint Venture
REMOVE 7-PILE
TIMBER DOLPHIN
EXIST. CIP CONC
BENT CAP BELOW
TO REMAIN, TYP
REMOVE 18"
CLEAT, TYP
EXISTING STEEL SHEET
PILE BULKHEAD TO REMAIN
REMOVE TIMBER
FENDER SYSTEM, TYP, SEE CL FENDER
REMOVE TIMBER
DECKING
EXIST. CIP CONC PILE SUPPORTED
FOUNDATION TO REMAIN, TYP
13'-9"±15'-0"±12'-8"±4'-10"±5'-0"±3'-9"±
2'-0"±8 SPACES @ 15'-0" ±= 120'-0"±
146'-6"±
10'-9"±13'-9"±
12'-6"±30'-0"±30'-0"±30'-0"±
EXIST. 18"CLEAT
TO REMAIN, TYP
REMOVE ALUMINUM
ACCESS LADDER
REMOVE 3/4"Ø THRU BOLT
W/NUT & DOCK WASHER, TYP
REMOVE 10x12x1'-2" LG
TIMBER CHOCK, TYP
REMOVE 3x10 TIMBER
FACING PANEL
REMOVE 10x12x2'-0" LG
TIMBER CHOCK, TYP
REMOVE 12"Ø
TIMBER PILE, TYP
REMOVE 8x10x1'-2" LG
TIMBER BLOCKING, TYP
EXTERIOR FACE OF
EXIST. CONC BENT CAP
OR BULKHEAD CAP
CL BLOCKING, TYP CL FENDER PANEL
WALE SPLICE
LOCATION
REMOVE 18" CLEAT
REMOVE 2x6
TIMBER DECKING
REMOVE 3x10 TIMBER
STRINGER, TYP
EXIST. CIP CONC
BENT CAP TO REMAIN
EXIST. 12" SQ
PRESTRESSED CONC
PILE TO REMAIN, TYP
MUDLINE EL VARIES
MLW EL 0.0
12
3
REMOVE 12"Ø TIMBER
FENDER PILE IN ITS
ENTIRETY
REMOVE 8"x8" 'D' SHAPE
RUBBER FENDER
REMOVE 3x10 TIMBER
FACING PANEL
REMOVE 10x12 TIMBER CHOCK
REMOVE 8x10 TIMBER WALE
REMOVE 8x10 TIMBER BLOCKING
EL +6.49
4'-0"±
1'-0"±
4'-0"±1'-0"±
REMOVE 18" CLEAT
REMOVE 2x6
TIMBER DECKING
REMOVE 3x10 TIMBER
STRINGER, TYP
EXIST. CIP CONC
BENT CAP TO REMAIN
EXIST. 12" SQ
PRESTRESSED CONC
PILE TO REMAIN, TYP
MUDLINE EL VARIES
MLW EL 0.0
12
3
REMOVE 12"Ø TIMBER
FENDER PILE IN ITS
ENTIRETY
REMOVE 8"x8" 'D' SHAPE
RUBBER FENDER
REMOVE 3x10 TIMBER
FACING PANEL
REMOVE 10x12 TIMBER CHOCK
REMOVE 8x10 TIMBER WALE
REMOVE 8x10 TIMBER BLOCKING
EL +6.49
REMOVE ALUM PILE CAP
8'-0"0'-0''8'-0"16'-0"
SCALE: 1/8"=1'-0''
2'-0"0'-0''1'-0"2'-0"
SCALE: 3/4"=1'-0''
4'-0"0'-0''2'-0"4'-0"
SCALE: 3/8"=1'-0''
A1
SD501
FENDER SYSTEM DEMOLITION
SCALE: 3/4"=1'-0"
A2
SD501
SECTION
SCALE: 3/8"=1'-0"
A3
SD501
SECTION
SCALE: 3/8"=1'-0"
C1
SD103
DEMO PLAN ENLARGEMENT
SCALE: 1/8"=1'-0"
A3
SD501
A2
SD501
A1
SD501
EXIST. P/S CONC PILE
BELOW TO REMAIN, TYP N6'-3"±
2'-3"±2'-3"±
3'-0"±1'-1 1/2"±1'-1 1/2"±3'-0"±
REMOVE 8x10 TIMBER WALE
REMOVE 8"x8" 'D' SHAPE
RUBBER FENDER, TYP
EXIST. PILE ROW
DESIGNATION, TYP
EXIST. PILE ROW
DESIGNATION, TYP
LIMITS OF DEMOLITION
10-4 0
-2
0
2
20 30
4
6
8
10
3±
1
EL +3.4±
MHW EL +3.1
MLW EL 0.0
40 50
2±
1
60
EL -3.1±
70 80
12
1
6±
FRONT ELEVATION
SIDE ELEVATION 7 1/2"± PLAN
WATER
SIDESIDE
LAND
CABLE
TUNNEL
ADJACENT INTERLOCKING
CONC BLOCK
OPEN AREA
FOR PLANTING
POLYESTER
CABLE
CABLE
TUNNEL, TYP
5'-0"0'-0''5'-0"10'-0"
SCALE: 1''=5'
1"=2' VERTICAL
A Joint Venture
1
1
REMOVE EXISTING
GEOTEXTILE FABRIC
EXCAVATE
BACKFILL
AS REQ'D
EXISTING GRADE,
EL VARIES
REMOVE SAND
COVER AS REQ'D
REMOVE & STORE EXISTING ARTICULATED
CONC MAT REVETMENT FOR REINSTALLATION
EXISTING ARTICULATED CONC MAT
REVETMENT BEYOND DEMOLITION
LIMITS TO REMAIN, TYP
EXISTING GEOTEXTILE FABRIC BEYOND
DEMOLITION LIMITS TO REMAIN, TYP
B1
SD104
SECTION
SCALE: 1"=5' HORIZONTAL
C3
SD104
CONCRETE BLOCK
SCALE: NTS
SD502
EXIST. P/S CONC
SHEETPILE
EXIST. 2 1/2"Ø
TIE-ROD
EXIST. CIP CONC CAP
3'-6"±4'-0"±EXIST.
GRADE
EXIST. #4 STIRRUP
@ 9" O.C., TYP
EXIST. #5 DOWEL
@ 12" 0.C., TYP
1'-0"±1'-0"±1" DEEP SAWCUT
EXPOSE & RETAIN EXIST.
REINF TO RECEIVE
MECHANICAL COUPLER, TYP
ROUGHEN SURFACE
TO 1/4" AMPLITUDE
EXIST. #5 CONT
BAR, TYP
CHIP & EXPOSE
EXIST. REINF
2'-0"0'-0''1'-0"2'-0"
SCALE: 3/4"=1'-0''
A1
SD101
SECTION
SCALE: 3/4"=1'-0"
2'-0"0'-0''2'-0"4'-0"
SCALE: 1''=2'-0"
EXISTING CONC BLOCKS
COMPRISING ARTICULATED
CONC MAT REVETMENT, TYP, SEE C3
SD502
C1
SD101
DEMOLITION PHOTOGRAPH
SCALE: NTS
A Joint Venture
REMOVE EXISTING
3-PILE TIMBER
DOLPHINREMOVE EXISTING
ALUMINUM GANGWAY
REMOVE PORTION
OF EXISTING
CONCRETE CAP
REMOVE PORTION OF
EXISTING CONCRETE CAP
REMOVE PORTION
OF EXISTING
CONCRETE CAP
REMOVE EXISTING
CHAIN LINK SECURITY
FENCE, HARDWARE &
CONC FOOTING, TYP
REMOVE EXISTING
TIMBER/STL GROIN
REMOVE EXISTING CHAIN
LINK SECURITY FENCE &
HARDWARE
B1
SD101
DEMOLITION PHOTOGRAPH
SCALE: NTS
A1
SD101
DEMOLITION PHOTOGRAPH
SCALE: NTS
C2
SD101
DEMOLITION PHOTOGRAPH
SCALE: NTS
B2
SD101
DEMOLITION PHOTOGRAPH
SCALE: NTS
A2
SD101
DEMOLITION PHOTOGRAPH
SCALE: NTS
C3
SD101
DEMOLITION PHOTOGRAPH
SCALE: NTS
B3
SD101
DEMOLITION PHOTOGRAPH
SCALE: NTS
A3
SD102
DEMOLITION PHOTOGRAPH
SCALE: NTS
C4
SD101
DEMOLITION PHOTOGRAPH
SCALE: NTS
B4
SD101
DEMOLITION PHOTOGRAPH
SCALE: NTS
A4
SD102
DEMOLITION PHOTOGRAPH
SCALE: NTS
REMOVE PORTION
OF EXISTING
CONCRETE CAP
REMOVE EXISTING CHAIN
LINK SECURITY FENCE &
HARDWARE
REMOVE EXISTING CHAIN
LINK SECURITY FENCE &
HARDWARE
REMOVE EXISTING
TIMBER CRIB WALL,
GROIN & GROIN PILES
REMOVE EXISTING
TIMBER CRIB WALL
TIE-BACK
REMOVE EXISTING CHAIN
LINK SECURITY FENCE &
HARDWARE
REMOVE EXISTING CHAIN
LINK SECURITY FENCE &
HARDWARE
REMOVE EXISTING TIMBER CRIB
WALL, GROIN & GROIN PILES
REMOVE EXISTING
TIMBER/STL GROIN
REMOVE EXISTING
TIMBER CRIB WALL,
GROIN & GROIN PILES
C1
SD102
DEMOLITION PHOTOGRAPH
SCALE: NTS
A Joint Venture
REMOVE EXISTING 3-PILE
TIMBER DOLPHIN
REMOVE EXISTING
UTILITY STATION, TYP
REMOVE EXISTING
CLEAT, TYP
REMOVE EXISTING
CONC FLOATING
DOCK
REMOVE EXISTING
ALUMINUM GANGWAY
REMOVE EXISTING
ALUMINUM GANGWAY
REMOVE EXISTING
CONC FLOATING DOCK
REMOVE EXISTING 3-PILE
TIMBER DOLPHIN
B1
SD102
DEMOLITION PHOTOGRAPH
SCALE: NTS
A1
SD103
DEMOLITION PHOTOGRAPH
SCALE: NTS
C2
SD102
DEMOLITION PHOTOGRAPH
SCALE: NTS
B2
SD102
DEMOLITION PHOTOGRAPH
SCALE: NTS
A2
SD103
DEMOLITION PHOTOGRAPH
SCALE: NTS
C3
SD102
DEMOLITION PHOTOGRAPH
SCALE: NTS
B3
SD102
DEMOLITION PHOTOGRAPH
SCALE: NTS
C4
SD102
DEMOLITION PHOTOGRAPH
SCALE: NTS
B4
SD103
DEMOLITION PHOTOGRAPH
SCALE: NTS
REMOVE EXISTING
UTILITY STATION, TYP
REMOVE EXISTING
CLEAT, TYP
REMOVE EXISTING
CONC FLOATING
DOCK
REMOVE EXISTING
TIMBER FENDER
SYSTEM, TYP
REMOVE EXISTING
TIMBER FENDER
PILE, TYP
REMOVE EXISTING
TIMBER STRINGERS, TYP
REMOVE EXISTING
ALUMINUM
ACCESS LADDER
REMOVE EXISTING
TIMBER DECKING
REMOVE EXISTING TIMBER
FENDER SYSTEM, TYP
REMOVE EXISTING
7-PILE TIMBER DOLPHIN
REMOVE EXISTING
10" CLEAT, TYP
REMOVE EXISTING
18" CLEAT, TYP
REMOVE EXISTING
TIMBER DECKING REMOVE EXISTING TIMBER
FENDER SYSTEM, TYP
REMOVE EXISTING
TIMBER DECKING
A3
SD103
DEMOLITION PHOTOGRAPH
SCALE: NTS
A4
SD103
DEMOLITION PHOTOGRAPH
SCALE: NTS
REMOVE EXISTING TIMBER
FENDER SYSTEM, TYP
C1
SD103
DEMOLITION PHOTOGRAPH
SCALE: NTS
A Joint Venture
B1
SD104
DEMOLITION PHOTOGRAPH
SCALE: NTS
C2
SD103
DEMOLITION PHOTOGRAPH
SCALE: NTS
B2
SD104
DEMOLITION PHOTOGRAPH
SCALE: NTS
C3
SD103
DEMOLITION PHOTOGRAPH
SCALE: NTS
B3
SD104
DEMOLITION PHOTOGRAPH
SCALE: NTS
C4
SD103
DEMOLITION PHOTOGRAPH
SCALE: NTS
REMOVE
EXISTING
ABANDONED
LIGHT RANGE
REMOVE EXISTING
ABANDONED PVC ELECTRICAL
CONDUIT & HANGERS
REMOVE & STORE
EXISTING ARTICULATED
CONC MAT REVETMENT
FOR REINSTALLATION
REMOVE EXISTING
ABANDONED
FENCE SUPPORT
REMOVE & STORE EXISTING
ARTICULATED CONC MAT
REVETMENT FOR REINSTALLATION
REMOVE & STORE EXISTING
ARTICULATED CONC MAT
REVETMENT FOR REINSTALLATION
REMOVE EXISTING
TIMBER FENDER SYSTEM
REMOVE EXISTING TIMBER
DECKING & STRINGERS
REMOVE PORTION OF
EXISTING CONCRETE CAP
SS PUMP STATIONACCESS COVERTOP=5.54'BTM=-7.96INV.IN=-3.28' (E)INF.OUT=-1.13' (SE)SS ACCESSTOP=10.99'(INACCESSIBLE, LOCKED)SS ACCESSTOP=10.95'(INACCESSIBLE, LOCKED)COUKN ACCESS COVER(NO ACCESS)TOP=5.74'ELEC ACCESS COVERTOP=4.27'BTM=1.30'SSMHTOP=6.23'BTM=3.29'INV IN=3.11'INV OUT=3.06'SEWERPUMPTOP=7.00'SSMHTOP=3.23'BTM=0.35'INV IN (N)=-0.09'INV IN (NW)=-0.18'INV OUT (S)=-0.18'COCOCOCOGREASE TRAPTOP=4.27'BTM=-1.90'GREASE TRAPTOP=4.25'BTM=-1.90'COGREASE TRAPTOP=4.18'BTM=-2.05'GREASE TRAPTOP=4.06'BTM=-2.05'COCOCOSSMHTOP=5.21'BTM=-1.93'INV.IN=-2.23' (E)INV.IN=-2.25' (SE)INV.OUT=-2.24' (NW)SSMHTOP=5.86'BTM=-0.54'INV.IN=1.85' (N)INV.IN=-0.10' (N)INV.IN=-0.86' (NE)INV.OUT=-0.89' (W)COCOCOSSMHTOP=4.25'(INACCESSIBLE)SSMHTOP=5.14'BTM=2.49'INV.IN=2.14' (SE)INV.IN=2.13' (NW)INV.OUT=1.95' (S)SSMHTOP=6.25'BTM=3.16'INV.IN=2.74' (E)INV.OUT=2.39' (NW)COCOCOCOCOCOCOCOCOCOCOCOCOCOSSMHTOP=3.83'BTM=-1.91'INV.IN=-2.43' (N)INV.IN=-2.31' (SW)INV.IN=2.02' (SE)INV.OUT=-2.37' (S)ELEC PANELSS ACCESSTOP=10.95'(INACCESSIBLE, LOCKED)SS ACCESSTOP=10.95'(INACCESSIBLE, LOCKED)COCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCONTROLPANELCONTROL PANELUKN ACCESS COVERTOP=4.97'BTM=2.47'ELEC PANELUKN ACCESS COVER(NO ACCESS)TOP=6.27'UKN AC
C
E
S
S

C
O
V
E
R
(NO A
C
C
E
S
S
)
TOP=4.
1
9
'GATE MOTOR BOXSS
SS
SS
SS TBM #55"X" ON BONNETBOLT OF FHN=352559E=2696806ELEV.=5.82TMB #1571"X" IN BONNETBOLT ON FHN=352336E=2697165ELEV.=6.26CONTROL POINT #1572RBCN=352801.54E=2696471.05ELEV.=8.25CONTROL POINT #1573RBCN=352695.69E=2696666.03ELEV.=5.93CONTROL POINT #1574RBCN=352469.22E=2696743.72ELEV.=3.88CONTROL POINT #1575MACO B 1995PID: AB6834N=352227.74E=2696915.01CONTROL POINT #1576RBCN=352326.85E=2696943.37ELEV.=3.93BM #23NO 5 1973PID: AC7537N=352276E=2697214ELEV.=10.20BM #22NO 4 1973PID: AC7536N=352285E=2697182ELEV.=10.07CONTROL POINT #1579RBCN=352326.57E=2697166.40ELEV.=4.00GRTTOP=11.23'GRTTOP=11.11'ELEC MHTOP=3.86'TMHTOP=3.92'BTM=0.79'DITOP=2.68'BTM=0.44'INV.OUT=0.44' (SE)(BOX FULL OFWATER AND SAND)DITOP=4.03'BTM=-1.97'INV.=1.53' (W)DITOP=3.07'BTM=1.77'INV.OUT=1.86' (SE)DITOP=3.22'BTM=-0.38'INV.IN=1.27' (NW)INV.IN=1.04' (SW)INV.OUT=0.80' (N)STMHTOP=3.31'BTM=-0.69'INV OUT=-0.19'SSSSSSSS SSFHFHLPWVFHWVWVELEC HHTOP=7.03'ELEC ACCESSTOP=4.30'ELEC HHTOP=3.79'WMLPDRAINTOP=8.05'LPLPWVFHEOEOLPELEC JBELEC JB#NJ0006WMFHELEC HHTOP=3.59'WVWVWVWVWVWVFHELEC JB (#NJ0005)TOP=4.86'LPLPWMWMWMWATER LINEWVTMHTOP=3.91'LPWVFHLPEMTBM #2060"X" ON BONNETBOLT OF FHN=353609E=2696881ELEV.=7.76TBM #2061"X" ON BONNETBOLT OF FHN=353432E=2697140ELEV.=8.78TBM #2062"X" ON BONNETBOLT OF FHN=352555E=2697171ELEV.=6.80TBM #50"X" ON BONNETBOLT OF FHN=352920E=2696691ELEV.=7.33CONTROL POINT #206437_SMILAX_AN=353054.55E=2696936.32ELEV.=3.70CONTROL POINT #206537_SMILAX_BN=353132.31E=2696915.07ELEV.=3.70CONTROL POINT #2066PKSN=353338.03E=2696832.31ELEV.=2.93CONTROL POINT #2067RBCN=353582.41E=2696814.50ELEV.=4.98CONTROL POINT #2068RBCN=353777.69E=2697089.28ELEV.=7.04CONTROL POINT #2069RBCN=353440.22E=2697140.02ELEV.=6.62CONTROL POINT #2070RBCN=353056.05E=2697191.35ELEV.=4.84CONTROL POINT #2071RBCN=352839.43E=2697005.10ELEV.=5.42CONTROL POINT #2072RBCN=352657.89E=2697213.24ELEV.=4.39CONTROL POINT #2073RBCN=352709.19E=2696752.66ELEV.=4.96CONTROL POINT #2074PKSN=353012.72E=2696729.09ELEV.=3.64CONTROL POINT #2075RBCN=353073.82E=2696524.03ELEV.=8.20CONTROL POINT #2076NO 2 1973PID: AC7535N=353737.09E=2696975.78ELEV.=6.20CONTROL POINT #2077MACO_A 1995PID: AB6833N=353135.79E=2696256.96ELEV.=8.26SSSS
SSMHTOP=3.65'BTM=-0.71'INV.IN=-1.12' (N)INV.IN=-0.73' (E)INV.IN=-1.08' (NW)INV.OUT=-1.05' (S)SSSS
SSSSSS 6" PVC6" VCPSSSSSSSSDITOP=3.54'BTM=-0.41'INV.IN=UKN (NW)INV.IN=-0.25' (S)INV.IN=-0.31' (SE)INV.OUT=UKN (SW)(BOX FULL OF WATER)18" RCP (2)10" VCP12" PVCUKN PIPE SIZESDSDSDSDSD
SD
SSSSSSDITOP=3.53'GRTTOP=11.04'GRTTOP=11.17'GRTTOP=11.19'GRTTOP=11.20'GRTTOP=11.24'GRTTOP=11.06'GRTTOP=11.07'GRTTOP=11.07'GRTTOP=11.09'GRTTOP=11.05'GRTTOP=11.08'GRTTOP=11.04'GRTTOP=11.07'GRTTOP=11.06'GRTTOP=11.08'GRTTOP=11.10'GRTTOP=11.04'GRTTOP=11.02'DITOP=5.86'(STR FULLOF GRAVEL)DITOP=5.25'(STR FULLOF GRAVEL)DITOP=5.21'(STR FULLOF GRAVEL)DITOP=5.18'(STR FULLOF GRAVEL)ICVICVICVEOEOEOFAUCETEOFAUCETEOEOEOEOFAUCETSS ACCESSTOP=11.11'(INACCESSIBLE, LOCKED)SS ACCESSTOP=11.13'(INACCESSIBLE, LOCKED)SS ACCESSTOP=11.04'(INACCESSIBLE, LOCKED)SS ACCESS COVERTOP=8.17'BTM=2.13'LPINV.=-0.49'12" DIP(CAPPED)ELEC MHTOP=5.35'ELEC MHTOP=5.35'LPGAS LINEPIVELEC MHTOP=4.16'BTM=1.23'ELEC MHTOP=3.20'BTM=-1.00'ELEC MHTOP=4.05'BTM=-1.70'ELEC MHTOP=3.82'BTM=-1.28'GAS LINEELEC MHTOP=3.96'BTM=-4.09'FHWMLPLPELEC MHTOP=4.38'LPWATER VAULTTOP=5.37'BOX BOTTOM=-0.43'WVWVELEC JBLPFHLPLPTMHTOP=4.17'PPGUYPPTPEDWATER VAULT (LOCKED)FHWVFOC MARKERFHELEC TRANSPPTPPGUYCATVTPEDPP (NJ003)LPELEC TRANS (NJ002)YLTMHTOP=7.15'BTM=1.75'ELEC MHTOP=3.49'(LID BOLTED SHUT)ELEC MHTOP=5.25'BTM=0.24'WVFHLPSS VALVESS HHTOP=8.52'FHWVELEC TRANS(#128999)WMWVWVWVLPWMELEC MHTOP=4.71'BTM=1.78'WVFHSTMHTOP=3.79'BTM=-0.85'(INVERTSINACCESSIBLE)WVLPWMWVFHTMHTOP=5.27'BTM=-0.23TPEDELEC JBLPLPCATVWMWMTMHTOP=5.70'BTM=-0.47'WVWMELEC ACCESS COVERTOP=4.94'WVELEC HHTOP=4.97'ACACREGULATORSS ACESS LIDTOP=4.60'LPPIVFHLPLPTMHTOP=5.13'BTM=2.12'ACLPFHWMWVWMFHLPTBMPAINTED "X" ON CONCN=352824E=2696881ELEV.=3.65'ACELEC HHTOP=6.09'ELEC MHTOP=6.28'BTM=1.15'ACACELEC MHTOP=6.12'BTM=1.62'ELEC TRANS(NJ004)WVLPTBMPAINTED "X" ON CONCN=353316E=2696933ELEV.=3.39'LPELECACCESS COVERTOP=3.77'WVWATER HOOK UPSS PUMPLPWMPAINTED "X" IN CONCELEC ACCESS COVERTOP=3.41'ELECACCESS COVERTOP=3.10'WVWATER LINEHOOKUPSS PUMP10" PVCINV.=-0.12'ELEC HHTOP=4.77'ELEC HHTOP=6.14'LPLPWMCATVELEC TRANSON CONC PAD(1CKN51)LPLPTMHTOP=6.80'BTM=0.80'COLPDITOP=3.06'BTM=1.45'INV.OUT=1.51' (NE)0(-1)(-2)(-2)123456789998
8
8
7 87610981111109876786556445674321567444301234324434543 43455678910115444567555546766666545435675455443
334567666776543210(-2)(-3)(-1)5678943210(-1)(-2)(-3)1098767878765 67811666678565X
60'-0"0'-0''60'-0"120'-0"
SCALE: 1''=60'NA Joint Venture
A1
S-100
OVERALL CONSTRUCTION PLAN
SCALE: 1"=60'
BOGUE SOUND
FLOATING DOCK
CONSTRUCTION, SEE
SOUTH GROIN & WOOD
DOCK CONSTRUCTION, SEE
REVETMENT
CONSTRUCTION, SEE
PERIMETER FENCE CONSTRUCTION, SEE
NORTH CONC
BULKHEAD
CONSTRUCTION, SEE
SOUTH CONC BULKHEAD
CONSTRUCTION, SEE
C1
S-101
B1
S-101
A1
S-101
A1
S-102
A1
S-103
A1
S-104
SSMHTOP=6.23'BTM=3.29'INV IN=3.11'INV OUT=3.06'SSSSSSSSSSSSSSLPLPWVFH6.366.406EOEOLPELEC HHTOP=3.59'567894XXXXXXXXX10'-0"0'-0''10'-0"20'-0"
SCALE: 1''=10'N28'
-
2

1
/
4
"
±
EXISTING 300' CONC PIER
EXISTING BOAT
HAULOUT
28'
-
6
"
±
73'-3 1/4"
±
A Joint Venture
COMPOSITE SHEET
PILE FASCIA BELOW
CIP CONC CAP EXTENSION
COMPOSITE SHEET
PILE FASCIA BELOW
CIP CONC CAP
EXTENSION
A1
S-100
SOUTH CONCRETE BULKHEAD PLAN
SCALE: 1"=10'
B1
S-100
NORTH CONCRETE BULKHEAD PLAN
SCALE: 1"=10'
EXIST. P/S CONC SHEET PILE
ANCHORED BULKHEAD BELOW
EXIST. CONC CAP
EXIST. P/S CONC SHEET
PILE ANCHORED
BULKHEAD BELOW
EXIST. CONC CAP
77'-1 3/4"
COMPOSITE SHEET PILE
SECURITY SCREEN
GALV CHAIN LINK
SECURITY FENCE, SEE
C1
S-100
PERIMETER FENCE PLAN
SCALE: 1"=10'
EXISTING 300' CONC PIER
EXISTING RIPRAP
EXIST. CHAIN LINK
SECURITY FENCE
B1
S-508
C1
S-501SEE
C2
S-501SEE
C3
S-501SEE
SEE SIMC3
S-501
C1
S-501
SEE
SIM
B1
S-501
B1
S-501
B3
S-508
B2
S-501
B2
S-501
EXISTING CONC PIER RAMP
EXISTING CONC PIER RAMP
43'-9 1/2"14.1°RIPRAP SLOPE STABILIZATION
EXISTING TOP OF SLOPE
B1
S-501
TYP
COSS
SSSS
SS
SS10'-0"0'-0''10'-0"20'-0"
SCALE: 1''=10'N3-PILE TIMBER
DOLPHIN, TYP, SEE
EXISTING ASPHALT PAVEMENT
EXISTING CONCRETE WATERFRONT
EXISTING STL SHEET PILE
BULKHEAD W/ CONC CAP
A Joint Venture
A1
S-100
FLOATING DOCK PLAN
SCALE: 1"=10'
CONCRETE
FLOATING DOCK B, SEE
PREVENTION BUILDING
STATION BUILDING
BOGUE
SOUND
EXIST. 14" SQ P/S CONC
INTERNAL GUIDE PILE, TYP
EXIST.14" SQ P/S CONC
EXTERNAL GUIDE PILE, TYP
50'-8"±
60'-8"±
60'-8"±
27'-10 3/4"±
SEE NOTE
9'-9"±
SEE NOTE
10'-7 1/2"±
SEE NOTE
B1
S-503
CONCRETE
FLOATING DOCK A, SEE B1
S-503
CONCRETE
FLOATING DOCK C, SEE B1
S-503
EXTERIOR PILE
GUIDE, TYP
INTERIOR PILE
GUIDE, TYP
ALUMINUM
GANGWAY, TYP, SEE C1
S-504
5'-0"
TYP
8'-0"±TYP4'x18' ALUM
GANGWAY, SEE NOTE
4'x18' ALUM
GANGWAY, SEE NOTE
4'x32'-0" ALUM
GANGWAY, SEE NOTE
A1
S-509
EXISTING BOAT RAMP
EXISTING TIMBER DOCK
EXISTING FLOATING DOCK
NOTE:
THE CONTRACTOR SHALL FIELD VERIFY DISTANCE FROM THE EXISTING BULKHEAD CAP TO THE
EDGE OF NEW FLOATING DOCK, BASED ON EXISTING GUIDE PILE LOCATIONS. ADJUST LENGTH OF
NEW ALUMINUM GANGWAYS AS REQUIRED IF INFORMATION IS DIFFERENT FROM THAT SHOWN.
74321WVFHLPEM10'-0"0'-0''10'-0"20'-0"
SCALE: 1''=10'N7-PILE TIMBER DOLPHIN, SEE
EXISTING CONC BENT CAP W/
P/S CONC PILES BELOW, TYP
EXIST. SOUTH BASIN
GROIN CONC CAP
EXISTING PAVEMENT
EXISTING SHORELINE REVETMENT
EXISTING GRAVEL/STONE ROAD
A Joint Venture
A1
S-100
SOUTH GROIN AND WOOD DOCK PLAN
SCALE: 1"=10'
C3
S-502
80'-3"±
3'-0"±
3'-0"±
COMPOSITE DECKING, TYP
COMPOSITE FENDER PILE, TYP
COMPOSITE FENDER SYSTEM, TYP
COMPOSITE CAMEL, TYP
COMPOSITE SHEET
PILE FASCIA BELOW
CIP CONC CAP
EXTENSION
C1
S-502SEE
C2
S-502SEE
EXIST. P/S CONC SHEET
PILE GROIN BELOW
BOGUE
SOUND CONSTRUCTION PLAN
ENLARGEMENT, SEE C1
S-505
EXISTING STEEL SHEET PILE
BULKHEAD W/ CONC CAP
A2
S-509
(-2)A Joint Venture
EXISTING BLOCK
MAT, TYP, SEE
A1
S-100
REVETMENT PLAN
SCALE: 1"=5'
A3
S-507
REINSTALL EXISTING ARTICULATED
CONC MAT REVETMENT
EXISTING CONC BLOCKS COMPRISING
ARTICULATED CONC MAT REVETMENT, TYP
5'-0"0'-0''5'-0"10'-0"
SCALE: 1''=5'
A1
S-507
EXISTING ARTICULATED CONC
MAT REVETMENT TO REMAIN, TYP
28'-
0
"
±
LIM
I
T
S

O
F

D
E
M
O
L
I
T
I
O
N 65'-0"±LIMITS OF DEMOLITION322'-7"±TO SOUTH GROIN159'-4"±TO NORTH GROINBOGUE
SOUND 21'-6"±22'-0"±NEXISTING CONTOUR, TYP
543210
2'-0"0'-0''2'-0"4'-0"
SCALE: 1/2"=1'-0''
A Joint VentureN
2'-8"±1'-6"±EXIST. P/S CONC
SHEET PILE
EDGE OF EXIST.
CONC CAP
4'-
0
"
CIP CONC CAP
EXTENSION
COMPOSITE SHEET
PILE FASCIA, TYP
SS ANCHOR @
EA FLANGE, TYP
SELECT
STRUCTURAL FILL NNCOMPOSITE SHEET
PILE FASCIA, TYP
SELECT
STRUCTURAL FILL2'-8"±1'-6"±EXIST. P/S CONC
SHEET PILE
EDGE OF EXIST.
CONC CAP
SS ANCHOR @
EA FLANGE, TYP
CIP CONC CAP
EXTENSION
CIP CONC CAP EXTENSION
SS ANCHOR @
EA FLANGE, TYP
COMPOSITE SHEET
PILE FASCIA, TYP
SELECT
STRUCTURAL FILL
EXIST. P/S CONC
SHEET PILE
EDGE OF EXIST.
CONC CAP
2'-8"±1'-6"±
C1
S-101
FASCIA TRANSITION
SCALE: 1/2"=1'-0"
C2
S-101
FASCIA TRANSITION
SCALE: 1/2"=1'-0"
C3
S-101
FASCIA TRANSITION
SCALE: 1/2"=1'-0"
EXIST. P/S CONC
SHEET PILE
EXIST. 2 1/2"Ø
TIE-ROD
EXIST. CIP CONC CAP
3'-6"±4'-0"±EXIST.
GRADE
EXIST. #4 STIRRUP
@ 9" O.C., TYP
EXIST. #5 DOWEL
@ 12" 0.C., TYP
1'-8"1'-0"±EXIST. #5 CONT
BAR, TYP
CIP CONC CAP
EXTENSION
6"
#5 CONT BAR, TYP
#4 BAR @ 9" O.C.
COMPOSITE SHEET
PILE FASCIA1'-0"1'-0"3/4" SS EPOXY ANCHOR
@ EA FLANGE
9"'
EMBED
EXIST. P/S CONC
SHEET PILE
EXIST. 2 1/2"Ø
TIE-ROD
EXIST. CIP CONC CAP
2'-6"4'-0"±EXIST.
GRADE
EXIST. #4 STIRRUP
@ 9" O.C., TYP
EXIST. #5 DOWEL
@ 12" 0.C., TYP 1'-0"±EXIST. #5 CONT
BAR, TYP
2'-8"
CIP CONC CAP
EXTENSION
#5 CONT BAR, TYP
#4 STIRRUP @
9" O.C., TYP
COMPOSITE SHEET
PILE @ CORNER1'-0"COMPOSITE
SHEET PILE
FASCIA BEYOND
6"
B1
S-101
SECTION
SCALE: 3/4"=1'-0"
B2
S-101
SECTION
SCALE: 3/4"=1'-0"
2'-0"0'-0''1'-0"2'-0"
SCALE: 3/4"=1'-0''
SELECT
STRUCTURAL FILL
1'-0"±1'-6"±1'-0"±1'-0"±1'-6"±1'-0"±
MECHANICAL
COUPLER, SEE NOTE
NOTE:
CONTRACTOR MAY ELECT TO DRILL AND EPOXY
#4 STIRRUP (9" MIN EMBED) VERSUS INSTALLING
MECHANICAL COUPLER SHOWN.
2'-0"0'-0''2'-0"4'-0"
SCALE: 1/2"=1'-0''
A Joint VentureN
1'-4"±7 1/2"±2'-4"±COMPOSITE
SHEET PILE
FASCIA, TYP3'-0"CIP CONC CAP
EXTENSION
EXIST. CONC CAP
EXIST. P/S CONC
SHEET PILE
SELECT
STRUCTURAL FILL NC1
S-103
FASCIA TRANSITION
SCALE: 1/2"=1'-0"
C2
S-103
FASCIA TRANSITION
SCALE: 1/2"=1'-0"
2'-0"0'-0''1'-0"2'-0"
SCALE: 3/4"=1'-0''
EXIST. P/S CONC
SHEET PILE
EXIST. CIP CONC CAP
2'-0"±1'-3"±6"±EXIST. #5 CONT
BAR, TYP
EXIST. #4 STIRRUP
@ 12" O.C.
EXIST. #6 DOWEL
@ 2'-0" O.C.COMPOSITE SHEET
PILE FASCIA
3/4" SS ANCHOR
@ EA FLANGE6"3"SELECT
STRUCTURAL FILL
6"'
EMBED
C3
S-103
SECTION
SCALE: 3/4"=1'-0"
1'-8"
6"
7"±10"±7"±
#5 CONT BAR, TYP
#4 BAR @ 9"
O.C., TYP
SS ANCHOR @
EA FLANGE, TYP
3'-0"
EXIST. CONC CAP
EXIST. P/S CONC
SHEET PILE EXIST. CONC CAP7 1/2"±SS ANCHOR @
EA FLANGE, TYP
COMPOSITE SHEET
PILE FASCIA, TYP
SELECT
STRUCTURAL FILL1'-4"±2'-4"±
2'-0"0'-0''1'-0"2'-0"
SCALE: 3/4"=1'-0''
A1
S-503
A Joint Venture
A3
S-503
A1
S-503
SECTION
SCALE: 3/4"=1-0"
B1
S-102
FLOATING DOCK PLAN
SCALE: 1/4"=1'-0"
FENDER PER
SPECIFICATION, TYP
TREATED TIMBER
WALER EA SIDE, TYP
PRECAST CONCRETE
FLOAT
CLEAT, TYP, SEE
FREEBOARDSEE SPECSPER MANUFACTURERSRECOMMENDATIONVARIES
FOAM CORE
8'-0"±
CONDUIT
EDGE OF DOCK
UHMW RUB
BLOCK, TYP
EXIST. 14" SQ P/S
CONC GUIDE PILE
FLOATING DOCK
1" GAP
MAX, TYP
GUIDE FRAME
47'-0"± (FLOATING DOCK B)
OR 57'-0"± (FLOATING DOCKS A & C)
50'-8"± (FLOATING DOCK B)
60'-8"± (FLOATING DOCKS A & C)5'-0"±FIELD VERIFY8'-0"±10'-0"±FIELD VERIFYCL EXIST. GUIDE PILE, TYP
CL EXIST. GUIDE PILE, TYP
NOTES:
1.MOUNT NEW PILE GUIDE FRAMES IN A SIMILAR MANNER AS EXISTING CONNECTION.
2.DOCK BUMPERS SHALL BE GRAY OR WHITE IN COLOR AND NON-MARKING. MOUNT DOCK BUMPERS TO THE
FACE OF TIMBER WALES PER MANUFACTURER'S RECOMMENDATIONS, USING LARGE HEADED,
NON-STAINING ALUMINUM OR STAINLESS STEEL NAILS OR APPROVED EQUIVALENT.
INSTALL CONTINUOUS RUBBER D-TYPE
DOCK BUMPER, SEE NOTE 2
EXTERNAL TYPE PILE GUIDE
FRAME, TYP, SEE NOTE 1 AND
ALUMINUM GANGWAY, SEE
EXIST. STEEL SHEET PILE
BULKHEAD W/ CONC CAP
C1
S-504
INTERNAL TYPE PILE
GUIDE FRAME, TYP
EXIST. 14" SQ P/S
CONC PILE, TYPN
A3
S-503
PILE GUIDE
SCALE: NTS
A3
S-504
4'-0"0'-0''4'-0"8'-0"
SCALE: 1/4"=1'-0''
NOTE:
EXTERNAL TYPE PILE GUIDE SHOWN.
INTERNAL TYPE PILE GUIDE IS SIMILAR.
B3
S-504TOE HINGE PLATE, SEE
CONNECTION
PER MANUACTURER'S
RECOMMENDATIONS
FLOATING DOCK
& WALER
THRU BOLT W/ NUT &
WASHER, TYP
15" MINDOCK CLEAT, MOUNT ON
DOCK OR WALER PER
MANUFACTURER'S
RECOMMENDATIONS
PLAN
FLOATING DOCKFREEBOARD
PER SPECIFICATIONSSEE S-102 FOR REQ'D LENGTH

@

E
A

D
O
C
K
A1
S-504
ALUMINUM GANGWAY
MIN 1/4" PLATE W/
NON-SLIP SURFACE
TOP OF
FLOATING
DOCK
ROLLER
3'-0"
MIN
NOTES:
1.SHORE CONNECTION SHALL INCLUDE TRANSITION PLATE SPANNING FROM THE GANGWAY TO THE
SHORE SIDE STRUCTURE.
2.SHORE CONNECTION SHALL BE INCLUDED WITH GANGWAY SUBMITTAL FOR APPROVAL.
3.SHORE CONNECTION SHALL BE DESIGNED TO MEET PERFORMANCE CRITERIA IN SPECIFICATION
INCLUDING BUT NOT LIMITED TO CHANGES IN WATER LEVEL, LIVE LOAD, AND WEIGHT OF
GANGWAY.
NON-SLIP DECKING
TRANSVERSE FLOOR BEAM PER
MANUFACTURER'S RECOMMENDATIONS
ALUMINUM TUBE
TRUSS FRAME
RUB PLATE, SEE
RUB PLATE
TOE HINGE
PLATE, SEE
4'-0"
MIN
ALUMINUM GANGWAY
STIFFENER
PLATE AS REQ'D
4'-0"5'-0"
1/4"x4'-0"x5'-0" PLATE
1/4"x4" FLAT STOCK
W/ 1"x3" UHMW, TYP3"
TYP
3"3"1/4"x4'-0"x5'-0" PLATE
3/16
1/4"x4" FLAT STOCK
1"x3" UHMW STRIP W/
3/16"Ø COUNTER SUNK
SCREWS @ 6" O.C.
GRIND SCREWS
DOWN FLUSH TO
PLATE
A Joint Venture
FACE OF EXISTING
CONC CAP
SHORE CONNECTION,
SEE NOTES
A2
S-504
B3
S-504
A1
S-504
SECTION
SCALE: NTS
A3
S-503
DOCK CLEAT
SCALE: NTS
A2
S-504
RUB PLATE
SCALE: NTS
B3
S-503
TOE HINGE PLATE
SCALE: NTS
S-504
C1
S-102
TYPICAL GANGWAY ELEVATION
SCALE: NTS
S-503
SECTION
A Joint Venture
ELEVATION
PLAN
11"
8 1/4"1 1/4"1 1/4"
7/8"Ø CORES
4"8"5 1/4"1 3/4"Ø CORES FILL W/
MARINE SEALANT AFTER
TIGHTENING NUTS
6 1/8"5 5/8"5 1/2"
1 1/2" R
R3/8"
EXISTING CONCRETE
GROUT BED
12
3
EXISTING 12" SQ P/S
CONC PILE, TYP
1/8" THICK
ADHESIVE BED, TYP
FRP DECK, TYP
3x10 COMPOSITE
STRINGER, TYP
6"3'-0"±6"±
EXISTING STEEL SHEET
PILE BULKHEAD W/
CONC CAP
VARIES
EXISTING 12" SQ P/S
CONC PILE, TYP 2'-5 1/4"±4"7-PILE TIMBER
DOLPHIN
20 EQ SPA @ 5'-0" O.C. = 100'-0"
COMPOSITE
DECKING
12"Ø COMPOSITE
FENDER PILE, TYP PLASTIC COMPOSITE CHOCK, TYP16"Ø COMPOSITE CAMEL, SEE
PLASTIC COMPOSITE
BLOCKING, TYP
EXISTING P/S CONC
PILE BELOW, TYP
EXIST. CIP CONC
BENT CAP
BELOW, TYP4'-0"13'-9"±15'-0"±12'-6"±12'-8"±4'-10"±30'-0"±30'-0"±30'-0"±
EXISTING STEEL SHEET PILE
BULKHEAD W/ CONC CAP
2'-6"
EXISTING STEEL SHEET PILE
BULKHEAD W/ CONC CAP
EXIST. CIP CONC PILE SUPPORTED
FOUNDATION FOR CLEAT
PLASTIC
COMPOSITE WALE
1/8" MATACRYL
WEAR SURFACE
1/2" EMSEAL
HORIZONTAL
COLORSEAL
FRP DECK, TYP
4"
8'-0"0'-0''8'-0"16'-0"
SCALE: 1/8"=1'-0''
2'-0"0'-0''1'-0"2'-0"
SCALE: 3/4"=1'-0''9 3/4"TYPSLOTTED
CONNECTION, TYP
4"x9"x3/8" SS
EMBED PLATE, TYP
3/4" ADHESIVE
ANCHOR, TYP
7/8" THICK FRP
BEARING SEAT, TYP
5/8" SS BOLT, TYP
FRP DECK
3x10 COMPOSITE
STRINGER
SLOTTED
CONNECTION
4"x9"x3/8" SS
EMBED PLATE
3/4" ADHESIVE
ANCHOR, TYP
JOINT, SEE
1'-0"0'-0''6"1'-0"
SCALE: 1 1/2"=1'-0''
B1
S-505
9"
60'-0"60'-0"
3 EQ SPA @
5'-0" O.C. = 15'-0"
3 EQ SPA @
5'-0" O.C. = 15'-0"
3 EQ SPA @
4'-7" O.C. = 13'-9"
2'-0"
B1
S-505
JOINT
SCALE: NTS
C1
S-103
CONSTRUCTION PLAN ENLARGEMENT
SCALE: 1/8"=1'-0"
B4
S-505
18 INCH CLEAT
SCALE: 1 1/2"=1'-0"
B2
S-505
SECTION
SCALE: 3/4"=1'-0"
A2
S-505
SECTION
SCALE: 3/4"=1'-0"
18" CLEAT, TYP, SEE B4
S-505
B2
S-505
A2
S-505
12
3
3'-9"NFENDER SYSTEM,
TYP, SEE C1
S-506 A1
S-506
FRP DECK, TYP
CAMEL PADEYE, SEE
10"SQ REINFORCED COMPOSITE
PLASTIC FENDER CHOCK, TYP
10"SQ REINFORCED
COMPOSITE PLASTIC WALE
12"Ø REINFORCED COMPOSITE
PLASTIC FENDER PILE, TYP
3x10 COMPOSITE
STRINGER, TYP
EXISTING 12" SQ P/S
CONC PILE, TYP
12
3
MLW EL 0.0
EL +6.49
A1
S-505
SECTION
SCALE: 3/4"=1'-0"
A1
S-505
16"Ø REINFORCED
COMPOSITE PLASTIC CAMEL
C3
S-506
A Joint Venture
1'-0"0'-0''6"1'-0"
SCALE: 1 1/2"=1'-0''
2'-0"0'-0''2'-0"4'-0"
SCALE: 1/2"=1'-0''
10"10"6"6"1"Ø HOLE FOR 3/4"
SHACKLE, SEE NOTE 2
13/16"Ø
HOLE, TYP
5/8" THICK
STL PLATE
1 1/4" THICK
STL PLATE
3/4"Ø ANCHOR BOLT W/
HEAVY HEX NUTS &
WASHERS, TYP, SEE NOTE 1
FRONT ELEVATION SIDE ELEVATION
NOTES:
1.ADHESIVE ANCHORS SHALL BE 3/4"Ø ASTM A 449 WITH
EPOXY ADHESIVE ANCHORAGE SYSTEM, 12 INCHES
MINIMUM EMBEDMENT.
2.HOLE DIAMETER SHALL BE COORDINATED WITH SHACKLE
SIZE TO BE USED WITH THE CAMEL SYSTEM.
FACE OF EXISTING CONC
STRUCTURE5/16
COUNTER-BORE NUT & TRIM
EXCESS THREAD, TYP, SEE
10" SQ (4-1"Ø) REINFORCED COMPOSITE
PLASTIC WALE
10" SQ (4-1"Ø) REINFORCED COMPOSITE
PLASTIC CHOCK, TYP
16"Ø (16-1.25"Ø) REINFORCED
COMPOSITE PLASTIC CAMEL
SEE
1'-6"
TYP
1'-6"
TYP
CL ANCHOR, TYP
CL FENDER PILE &
CONC BENT CAP, TYP
GALV SHACKLE, TYP
16"Ø (16-1.25"Ø) REINFORCED
COMPOSITE PLASTIC CAMEL
GALV MOORING CHAIN
CONC ANCHOR WEIGHT
GALV STL
HAWSE PIPE 7"1"2"NOTE:
MOORING CHAIN SHACKLES AND ANCHOR WEIGHT PER MANUFACTURER'S
RECOMMENDATIONS.
1 1/2" MIN
FIBERGLASS ROD, TYP
CHAIN SHACKLE
12"Ø REINFORCED COMPOSITE
PLASTIC FENDER PILE, TYP
1'-0"± MINEMBED, TYP4"Ø
TYP
1"Ø SS ANCHOR ROD W/
HEAVY HEX NUT, TYP
SS WASHER, TYP
3"TYP1/2"TYP1'-0"±, TYPMIN EMBEDCOMPOSITE PLASTIC
CHOCK, TYP
COMPOSITE
PLASTIC WALE
FACE OF DOCK
COMPOSITE
FENDER PILE
1'-6"
TYP
WATER LEVEL
SS COUPLER, TYP
4"
NOTE:
CONTRACTOR SHALL BE AWARE THAT STAINLESS STEEL ANCHORS FOR MOUNTING THE
FENDER SYSTEM SHALL BE DRILLED INTO THE SIDE OF THE CONCRETE CAP.
NOTES:
1.AFTER ANCHOR IS INSTALLED, COAT RECESS WITH MARINE SILICONE SEALANT.
2.ALL ANCHORS SHALL BE 1"Ø THREADED ROD, DRILLED AND EPOXY GROUTED
INTO EDGE PANEL WITH A MINIMUM OF 12" EMBED..
EXIST. CONC
BENT CAP
4"Ø
TYP
1"Ø SS ANCHOR ROD W/
HEAVY HEX NUT, TYP
SS WASHER, TYP
3"TYP1/2"TYPCOMPOSITE PLASTIC
CHOCK, TYP
COMPOSITE
PLASTIC WALECOMPOSITE
FENDER PILE
1'-6"
TYP
SS COUPLER, TYP
A1
S-505
CAMEL @ ANCHOR WEIGHT
SCALE: 1"=1'-0"
S-506
A2
S-506
ANCHOR RECESS @ BENT
SCALE: NTS
A3
S-506
ANCHOR RECESS
SCALE: NTS
C1
S-506
FENDER SYSTEM
SCALE: 1/2"=1'-0"
A3
S-506
A2
S-506
C3
S-505
CAMEL PADEYE
SCALE: 1 1/2"=1'-0"
EXIST. CONC
BENT CAP 1"Ø SS ANCHOR,
TYP, SEE NOTE
FACE OF
COMPOSITE DECK
FACE OF
COMPOSITE DECK
EXIST. CONC
CURB
SEE PLAN
1'-0"0'-0''1'-0"2'-0"
SCALE: 1"=1'-0''
A1
S-506
5'-0"0'-0''5'-0"10'-0"
SCALE: 1''=5'1"=2' VERTICAL
A Joint Venture
X
2 UNITMINSITE SPECIFIC GEOTEXTILE
(TURN ENDS UP)
APPROVED
SUBGRADE
CONCRETE BLOCK, TYP4,000 PSI CONCRETE, GROUT,
OR OTHER (AS SPECIFIED)
1
1
1
ENDSIDETOP
PLAN
CABLE
1'-2"±TO BE FIELDVERIFIED1'-2"±
TO BE FIELD
VERIFIED 7 1/2"±TO BE FIELDVERIFIEDREVETMENT
CABLE SLEEVE
REVETMENT
WASHER
REVETMENT CABLE
28'-0"±TO BE FIELD VERIFIED8'
(NOMINAL DIMENSION)
EL -3.1
EXISTING
GEOTEXTILE FABRIC
2
1
1
6
MLW EL 0.0
MHW EL +3.1
EL +3.4
EXISTING ARTICULATED
CONC MAT REVETMENT
4" THK DRAINAGE LAYER
GEOTEXTILE FABRIC
3
1
1
1
1'-0"MINCONC BLOCK
REVETMENT,
TYP, SEE
EXTEND TWO BLOCKS BACK FROM
TOP OF SLOPE AT EXISTING GRADE
LIMITS OF CONSTRUCTION
TWO BLOCKS MIN TURN
DOWN FOR ANCHORAGE
BACKFILL WITH
4000 PSI GROUT
EXISTING GRADE
-4
-2
0
2
4
6
8
10
12
100 20 30 40 50 60 70 80
CABLE 7 1/2"±TO BE FIELDVERIFIEDCABLE
CONC BLOCK, TYP
1'-0"MIN2 UNIT
MIN
CONCRETE BLOCK, TYP
X
1
APPROVED SUBGRADE
SITE SPECIFIC
GEOTEXTILE FABRIC
4" DRAINAGE LAYER
GEOGRID
REVETMENT WASHER
REVETMENT CABLE
REVETMENT CABLE SLEEVE
A1
S-104
SECTION
SCALE: 1"=5' HORIZONTAL
A3
S-104
TYPICAL BLOCK MAT
SCALE: NTS
B3
S-507
TYPICAL BLOCK
SCALE: NTS
CABLE
B1
S-507
BLOCK TERMINATION
SCALE: NTS
C1
S-507
TYPICAL BLOCK ELEVATION
SCALE: NTS
2'-0"0'-0''2'-0"4'-0"
SCALE: 1''=2'-0"
B1
S-507
BLOCK, SEE B3
S-507
C1
S-507
A Joint Venture
ROUND LINE POST
BRACE BAND
RAIL END W/ OFFSET LUG
BRACE RAIL
TRUSS
BRACE BAND
RAIL END W/ OFFSET LUG
TENSION OR
TENSION BAR
TURNBUCKLE
CORNER OR TERMINAL POST
CAST MALLEABLE BASE
BRACE RAIL
FABRIC BAND
2'-0"2'-0"ROD
2'-0"0'-0''2'-0"4'-0"
SCALE: 1/2"=1'-0''
PRESSED
STEEL ARM
PRESSED
STEEL ARM12"LINE POST CAP
TENSION BAR
7'-0"3 LINES BARBED WIRE
LINE POST DETAILCORNER/TERMINAL POST DETAIL
8'-0" MAXIMUM SPACING BETWEEN ANY TWO POSTS
NOTES:
1.PIPE SECTIONS SHOWN ARE ASTM F1083 FOR STANDARD WEIGHT (SCHEDULE 40) PIPE. EQUIVALENT STEEL SECTIONS FOR FRAME SHALL BE
BASED ON PIPE SECTION SHOWN (SEE SPECIFICATIONS).
2.MIDDLE AND BOTTOM BRACE RAILS AND BRACE ROD ON ONE BAY EACH SIDE OF CORNER, END POSTS ONLY, SEE .
3.ALL EXPOSED METAL SHALL BE HOT-DIPPED GALVANIZED.
4.CHAIN LINK FABRIC SHALL BE ALUMINUM COATED STEEL 2" DIAMOND MESH, 9 GAUGE WIRE WITH BARBED SELVAGES AT TOP AND BOTTOM.
MIDDLE BRACE RAILS:
1.66" O.D. PIPE
45° BARB ARM ON CORNER POST
BISECTS ANGLE OF INTERSECTION
OF FENCE LINES IN PLAN
45° BARB ARM
FACING IN
CORNER, END POSTS:
6 5/8" O.D. PIPE
RAIL END AND
BRACE BAND
TOP & BOTTOM RAIL THROUGHOUT 1.66" O.D. PIPE
TENSION BAND OR OTHER
POST CONNECTOR @ 14" O.C.
3/8" TRUSS ROD &
TURNBUCKLE
TENSION WIRE &
RAIL TIES: 9 GAGE
STEEL 24" O.C.
CHAIN LINK FABRIC:
2" MESH 0.192" O.D.
WIRE
LINE POST TIES: 9
GAGE STEEL
LINE POST :
4 1/2" O.D. PIPE
COMPOSITE
SHEET PILE CAP
COMPOSITE SHEET PILE
SECURITY SCREEN
3/8
3/8
SECURITY FENCE POST
GALV L4x4x1/2
C12x30 GALV WALE
3/4"Ø GALV STL BOLT, TYP1'-6"3"TYP2"9"COMPOSITE SHEET PILE SECURITY SCREEN
COMPOSITE SHEET PILE CAP,
MOUNT PER MANUFACTURER'S
RECOMMENDATIONS
1'-0"0'-0''1'-0"2'-0"
SCALE: 1"=1'-0''
SECURITY FENCE POST
POST
CONNECTION, SEE 4'-0"MAXCOMPOSITE SHEET PILE
SECURITY SCREEN
EXIST. GRADE
EL VARIES
PILE TIP
EL TBD
B4
S-508
SEE A1
S-508
C4
S-508
A1
S-508
POST CAP
SCALE: NTS
B1
S-101
CHAIN LINK SECURITY FENCE
SCALE: 1/2"=1'-0"
B3
S-101
SECTION
SCALE: 1/2"=1'0"
C4
S-508
CORNER & TERMINAL CONNECTION
SCALE: NTS
B4
S-508
CONNECTION
SCALE: 1"=1'-0"
C12 WALE6"MIN
A Joint Venture
14"Ø TIMBER PILE, TYP
(7 PILE TOTAL)
(60'-0" LONG)
2
12
PLAN
ELEVATION
A1
S-102
3-PILE TIMBER DOLPHIN
SCALE: 3/8"=1'-0"
14"Ø PLUMB TIMBER
PILE (1 PILE TOTAL)
3/4"Ø GALV
WIRE ROPE
TOP OF PILE
EL +12.0 10 TURNS 3/4"Ø GALV WIRE ROPE
W/ 3 CLAMPS, EA END, STAPLE
EA TURN TO EA PILE, TYP
A2
S-103
7-PILE TIMBER DOLPHIN
SCALE: 3/8"=1'=0"
4'-0"0'-0''2'-0"4'-0"
SCALE: 3/8"=1'-0''
PLAN
ELEVATION
PILE TIP
EL -45.0
MHW
EL 3.10
MLW
EL 0.00
MUDLINE EL VARIES
TOP OF PILE
EL +14.0
4'-0"±2'-0"±ALUMINUM PILE CAP
@ TOP OF EA PILE
14"Ø BATTERED TIMBER
PILE (6 PILE TOTAL)
1
12, TYP @ ALL2'-0"±4'-0"±14"Ø BATTERED TIMBER
PILE, TYP (3 PILES TOTAL)
3/4"Ø GALV
WIRE ROPE
10 TURNS OF 3/4"Ø GALV WIRE
ROPE, STAPLE @ EACH PILE
W/ GALV STAPLE, TYP
3-1"Ø GALV THRU BOLTS
W/ DOCK WASHERS
UNDER HEAD & NUT, TYP
TOP OF PILE
EL 14.0±
CL BOLTS
EL 10.0
14"Ø BATTERED
TIMBER PILE, TYP
(3 PILES TOTAL)
(60'-0" LONG)
ALUMINUM PILE CAP
@ TOP OF EA PILE
MHW
EL 3.10
MLW
EL 0.00
MUDLINE EL VARIES
PILE TIP
EL -45.0
1"Ø GALV THRU
BOLT, TYP
SS
SSSS
SS
SSE
E
E
E
UEUEUEUEUEE
E
E
E
E
E
10'-0"0'-0''10'-0"20'-0"
SCALE: 1''=10'NEXISTING ASPHALT PAVEMENT
EXISTING CONCRETE WATERFRONT
A Joint Venture
PREVENTION BUILDING
STATION BUILDING
FLOATING DOCK
ELECTRICAL PLAN
PANELBOARD "A"
FLOATING DOCK
ELECTRICAL
STANCHION, TYPGENERAL NOTES:
1.COORDINATE EXACT LOCATION OF ELECTRICAL STANCHION WITH CLIENT.
2.PANELBOARD AND CIRCUIT: A-#
·LETTER SHOWN INDICATES PANELBOARD: "A" PANEL
·NUMBER SHOWN INDICATES SUPPLY PANELBOARD CIRCUIT NUMBER: A-# CIRCUIT NUMBER
3.INTERLOCK RECEPTACLE AMPERE RATING WILL BE LARGER THAN SUPPLY CIRCUIT:
·20A SUPPLY CIRCUIT: PROVIDE 30A RECEPTACLE
·50A SUPPLY CIRCUIT: PROVIDE 60A RECEPTACLE
·70A SUPPLY CIRCUIT: PROVIDE 100A RECEPTACLE
·REFER TO SHEET E-501 FOR RECEPTACLE DETAILS AND REQUIREMENTS
4.REUSE EXISTING LANDSIDE CONDUIT AND CIRCUIT BREAKERS IN PANELBOARD "A".
5.CIRCUITS A-2, A-4, A-6, A-7, A-9 SHALL BE (2) #10, #10 GND.
6.CIRCUITS A-3, A-5 SHALL BE (2) #6, #10 GND.
7.CIRCUIT A-1 SHALL BE (2) #4, #8 GND.
A1
E-101
FLOATING DOCK ELECTRICAL PLAN
SCALE: 1"=10'
A-4
A-1
A-2
A-3
A-7
A-6
A-9
A-5
DOCK B
DOCK A
DOCK C
B3
E-501
C1
E-501
A1
E-501
(3)2" CONDUITS
·(A-1, A-4)
·(A-2, A-3)
·(SPARE)
(3)2" CONDUITS
·(A-6, A-7)
·(A-5, A-9)
·(SPARE)
FLOATING DOCK
PULLBOX, TYP C1
E-501
10
53.173.193.1 58.163.1 38.1
TOTAL CONNECTED AMPS: ØA=156.2, ØB=131.2, ØC=91.2
SUBTOTALSUBTOTAL
200A, 120/208V, 3Ø, 4 WIRE, MAIN C/B, NEMA 4X FIBERGLASS PANEL ENCLOSURE, ISC=10,000
GAS PUMP MOTOR
20
20
20
5050
50
70
20
50
70
WIRE
SIZE
20
20
20
20
20
2020
DIESEL PUMP MOTOR
20
18
16
14
12
10
8
6
4
2
21
19
17
15
13
11
9
7
5
3
1
PIER C 20A
PIER B 20A
PIER B 20A
PIER C 20A
PIER C 20A
PIER C 50A
PIER B 50A
PIER B 70A
PANELBOARD A SCHEDULE
LOAD SERVED LOAD SERVED
LOAD(AMP)CKT.BKR.
A B C TRIP
WIRE
SIZE
CKT.
NO.KAIC A B C
PHASE LOAD(AMP)
A B CKAICTRIPNO.
CKT.CKT.BKR.
BILGE PUMP MOTOR
GAS PUMP MOTOR
GAS PUMP MOTOR
DIESEL PUMP MOTOR
DIESEL PUMP MOTOR
SPACE ONLY
3.1
3.1
3.1
15 10
S/0
S/0
22
24
26
28
30
23
25
27
29
4
6
6
10
10
10
10
10
10
7.5
7.5
7.5
10.6
10.6
10.6
200A MAIN C/B
BILGE PUMP MOTOR
BILGE PUMP MOTOR
15
15
10
10
31 32
33 34
35 36
37 38
39 40
20
20
20
20
20
20
20
20
20
SPACE ONLY
SIZE
COND.
3/4
3/4
3/4
3/4
3/4
3/4
3/4
3/4
3/4
COND.
SIZE
1
3/4
3/4
3/4
3/4
3/4
3/4
3/4
10
10
10
10
10
10
3/4 10 5 LEAK DETECTOR PANEL
EXTERIOR LIGHTING3/4
3/4
10 20 20
201020
BILGE PUMP REEL
GASOLINE PUMP REEL
DIESEL PUMP REEL
2'-9"
MIN.
4"±4"±8 3/4"
3"±18"±18"±4"±4"±2'-0"O.C.5'-6"SEE
FLEXIBLE PVC CONDUIT
STAINLESS STEEL C-CLAMP
STRAIGHT FITTING
PVC LB, TYP 12"±18"±
3"±4"±
2" EMPTY CONDUIT PROVIDED
WITH FLOATING DOCK
FLOATING PIER ELECTRICAL
PULL BOX ONLY
2" EMPTY CONDUIT PROVIDED
WITH FLOATING DOCK
PROVIDE 2/C WITH GROUND TYPE G CABLE IN EACH
FLOATING DOCK CONDUIT. SEE PANEL 'A' SCHEDULE
FOR EACH CIRCUIT CONDUCTOR WIRE SIZE
PROVIDE 2C WITH GROUND TYPE G CABLE IN EACH
FLOATING DOCK CONDUIT. SEE PANEL 'A' SCHEDULE
FOR EACH CIRCUIT CONDUCTOR WIRE SIZE
PROVIDE 2" CONDUITS INSIDE 3" FLOATING DOCK SLEEVES. TERMINATE
EACH CONDUIT IN FLOATING DOCK BOX. PROVIDE CONDUCTOR SIZE &
QUANTITY CALLED FOR ON THE ELECTRICAL PLAN & PANEL SCHEDULE
2 1/2"x2 1/2"x 1/4" ANGLE
1" CONDUIT, TYP 1/4" THICK GUSSET PLATE
2 1/2"x2 1/2"x1 /4" ANGLE
FOOT, TYP
FLOATING DOCK
CONDUIT
3/4"Ø GALV ANCHOR INSERT.
PROVIDE ADDITIONAL CONCRETE
FOR ANCHOR EMBEDMENT
3/4" ROUND GALV. THRU BOLT
W/ NUT & DOCK WASHER, TYP
4 9/16"H x 2 15/16"W x 3 1/4"D, YELLOW FIBERGLASS TYPE FD MARINE
WEATHERPROOF GFCI RECEPTACLE BOX WITH PVC WEATHERPROOF LIFT
COVER FOR GROUND FAULT RECEPTACLE. BOX, COVER & GFI RECEPTACLE
SHALL BE MANUFACTURED BY SAME MANUFACTURER
1/4" THICK 24"x26"± PLATE STEEL FULL
SEAM WELDED TO ANGLE FRAME
WATERTIGHT 8 3/4" x 18", 125V, 1Ø, MECHANICALLY
INTERLOCKED RECEPTACLE/CIRCUIT BREAKER
RUSSELLSTOLL. SIZE VARIES WITH AMPERAGE
RATING.SEE SPEC FOR 30, 60 & 100 AMPERE
RUSSELLSTOLL CAT. NOS
CONDUIT REFER TO ELECTRICAL SITE PLAN & PANEL 'A'
SCHEDULE FOR CONDUCTOR SIZE & QUANTITY
FLOATING DOCK
2" THREADED COUPLING IN FLOATING DOCK
2" FLEXIBLE CONDUIT IN FLOATING DOCK
3/4" CONDUIT
JUNCTION BOX
CONDUIT STRAP BOLTED TO
1/4" MTG. PLATE, TYP
REFER TO PANEL A FOR
CONDUIT SIZE AND QUANTITY
REQUIRED FOR EACH DOCK
CONCRETE
C.A. UNDER SLAB
2 1/2"x2 1/2"x1" TEE IN 2
1/2" PVC WATERLINE
20"x20"x8" CAST IRON SIDEWALK JUNCTION BOX WITH
CHECKERED COVER. PROVIDE STRAIN RELIEF GRIP
ON EACH CABLE. ANCHOR GRIPS TO JUNCTION BOX.
SPLICE TYPE G-6C FLEXIBLE DOCK CABLE TO TYPE
XHHW WIRE IN JUNCTION BOX AND EXTEND TYPE
XHHW IN CONDUIT TO PANEL
1 1/2" PVC CONDUIT, TYP
2" PVC ADAPTER & FLEXIBLE
CONDUIT FITTINGS, TYP
2" LB PVC CONDUIT BODY, TYP
2" LIQUID TIGHT FLEXIBLE NON-METALLIC
CONDUIT, (CARFLEX, TYP) FROM
BULKHEAD TO FLOATING DOCK.
2" PVC ADAPTER & FLEXIBLE
CONDUIT FITTINGS, TYP
STAINLESS STEEL MTG
PLATE SEE SHEET S11
2" PVC CONDUIT WITH EXPANSION
JOINTS INSIDE 3" SLEEVE IN
FLOATING DOCK, TYP
FLOATING DOCK
3" FLOATING
DOCK SLEEVE
CONDUCTOR SIZE & NUMBER VARIES. REFER
TO ELECTRICAL SITE PLAN & PANEL 'A'
SCHEDULE FOR CONDUCTOR SIZE & NUMBER
NOTES:
1.FULL SEAM WELD EACH STANCHION FRAME MEMBER AT EACH
CONNECTION POINT.
2.FULL SEAM WELD 1/4" MOUNTING AROUND COMPLETE
STANCHION FRAME. DRILL ALL MOUNTING HOLES BEFORE
GALVANIZING.
3.HOT DIP GALV. ENTIRE STANCHION AFTER FABRICATION.
4.MTG. STANCHIONS & TRANSFORMER MTG. BASE DIMENSION
WILL VARY WITH EQUIPMENT. CONTRACTOR SHALL COORDINATE
MTG. STANCHIONS & MTG. BASE ACTUAL DIMENSION WITH
EQUIPMENT BEING PROVIDED. SUBMIT DETAILED SHOP DWG'S
FOR APPROVAL.
B1
E-501
B3
E-101
FLOATING DOCK ELECTRICAL STANCHION
SCALE: NTS
C1
E-101
FLOATING DOCK ELECTRICAL PLAN
SCALE: NTS
B1
E-101
FLOATING DOCK ELECTRICAL ATTACHMENT
SCALE: NTS
A1
E-101
GATEWAY CONDUIT CONNECTION
SCALE: NTS
DRILL 5/16" HOLE FOR
1/4"x3/4" STAINLESS STEEL
BOLT W/LOCK-WASHER & NUT
18"x18"x3/8" STAINLESS
STEEL PLATE
A Joint Venture