153-08 Oversized Plans 6/22/10

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1. OWNER/APPLICANT: BRIDGE HARBOR, ULC
ATTN: PARKER OVERTON
1 3933 MOOLEYS BRIDGE ROAD
GRIMESLAND, NC 27837
2. PROPERTY IDENTIFICATION/RECORDED REFERENCE:
PARCEL 1 PIN# 5675-67-4388 i . -
D.B. : 1535 PG. : 0611-0615 . . .
WASHINGTON, BEAUFORT COUNTY, NC - . t. I I I _`. -
PABQEL 2 PINS 5675-67-5100 . - . . - . . . . . . � . .. ._1
- D.B. : 1535 PG.: 0677-G631 -7---- .­.�- - •.� - - - - - - - - - - . . . .� I g-"I - . . ..� . �
WASHINGTON, BEAUFORT COUNTY, NC '.'- _. % .,, - . �77 :_7� 1 — .._ ._­7 .7�­ - _ - . . - .. - . I . . iy
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3. PARCEL AREA: -. *.,.%--,."- . � . - . . . . . . . � . I - . - 1�j , , ."'. . . ;__.. . -:­�7 . - - - — - -- ­
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PARCEL AREA LOT #1 = 106,062 sq.ft. (2.43 cc.) - . . � � � . I . . . . . . . . . . , - . . � , � . . . I outer e - , , * - I . . . . . . . . . . . - , — ' . . , - L
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PARCEL AREA LOT #2 = 151,707 sq.ft. (3.48 cc.) , , � . 7 ,� ��lvhlhq * IN - . . I . - . . .
...... �,.,."*, I , . . , � - , . I ....... I . � . - , . . � - . /A' 0� .. �.. 11- ON*.'-'.'-.'.",.'��.'-*-'-"" -*. . � -1 - � ... . . lx�� . . . U .. .... I ..... . . . . I ... � ...... -4 p
COMBINED PARCEL AREA - 257,769 sq.ft (5.92 cc.) , , "'.%,." . , ��.. �� � . , I . . , . . � . . , , . . . . . - . . . . � , • - - , . ' . - , . . . . �. ,_ " ".�.�.,.� ........ iW1-_1- - - EN-TRAMCE/EXIT * - - , � I . I ........... * ' * ' GE
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4. TOTAL WETLAND AREA = Z76 cc. I . . I � � . � � - , , . . . . � .. . . . . . . I . . . .,.. . . � . .... -_ .� - .�., - . . . I - . . . . . . . . . . I . - . - I - . * I I . . . . . . I . ./H.. - , , . . , . ' � . - . - . - . - - .,.,� *1 � I . . . . �..� I'., _�._ PIN 601 __ C:
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5. PROPOSED DEVELOPMENT ACTIVITY: " . � . � ,--�---�­ __-._� - , . . � I I . , . . . (i * , , . . . . I � ��� I- 1, _". "'�'� , , .. . . I . . . . . . .. E
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A. 133 SUPS OF VARIOUS SIZES: *.*-'.'- - - - - : 6d_q6 0p,00volwnt .' ' �r . . - I �_,__� '.' - . . . . - , -.--'--' . . , . . � . I . I . . . . - I . � . I . , � . . , . - . � . � � ,
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1. (9) 19- X 49' (SUPS 4-12) . . . _� . I - - - _� ... -_ - �-: - __� . I . . . . --- — ­. I _;-, _�_'___ -L =_ 70
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2- (16) 15.57 X 35' (SUFJ5 1-3. 13-25) 1 , . 27 ___z — \ I
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3. (62) 12.7- X 25' (SUPS 26-37. 82-131) tn ditch I I . . � j�
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4. (2) 20' X 40- (SUPS 38 & 39) `�' �-dzfch — r- x . � N2q61.0709E — 147.3V ,i./_ !� 411 010110ge ,tripec,
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B. PIERS AND PILE -SUPPORTED WALKWAY ASSOCIATED 1 4 �F. , " I'll, I I . ,:: I A _111� b ­ , , 1. . 4� " ,: ... ��NGE PIER I
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WITH THE MARINA (8* WIDE): 1,550 LN.FT. , � - , I ,\\ L I
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1. PIER 1: 282 LN.FT. I. !� � , I � -
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2. PIER 2. 246 LN.FT. 11 1� . \ . -Q: I - I 7 , -:-,, -7Z.-�,­. , , 11 __
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-, ' 3. PIER 3: 365 LN.FT. , ,,, �, I . — — I I 4z) 4Z� 13 I - ,Lb, I � '�- P-`. - "._', - I i" I 1.
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4. PIER 4- 211 LN.FT. �', I. . . �� , ,�s ­,�-- — =�Z-".-L, - 15 I �'� I I �-
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5. PIER 5: 343 LN.FT. C� 1�:��, ­ . I - � L.yp.),--�--,l�--,-�,-,�-,'�,.,��, ­4�__ ..... ,
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6. STAGING PIER: 103 LN.FT. I ­ _­ � , � , � � _� j r,- , r t., , � -,
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WETLANDS SHADING INVOLVED WITH PILE SUPPORTED - - Q 1�3 Ld PI)
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C. WATER -DEPENDENT WALKWAYS (8' WIDE): 592 LN.FT. -.\- . � � 1, � I a 0 �4 A4 it. , 08 I
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WALKWAYS: 1,342 SQ.FT. (0.03 AC.) -�� i .11 - ` �. I � I, 0 _� a � 0
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D. FINGER PIERS OF VARIOUS SIZES: 67 TOTAL 1 ,V I � - - -
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4. 1�1 � , .1 -9 ZONE 1 IMPERVIOUS: 993 SQ.FT. �
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I . � ZONE 2 IMPERVIOUS: 635 SQ.FT. I -0)
. 1.
NOTES:
1. ARFA OF PROPOSED PIERS AND BOAT DROP OVER
PUBLIC TRUST WATERS-13,175 SQ.FT. (0.30 AC.)
A. PIERS: 11,691 SQ.FT. (0.27 AC.) --
B. BOAT DROP: 1,484 SQ.FT. (0.03 AC.) -A-k-,A-
2. AREA OF PROPOSED WETLANDS SHADING ASSOCIATED WITH
WATER -DEPENDENT WALKWAY- 1,342 SQ.FT, (0.03 AC.)
TAR RIVER
-11 -A.0-
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. D. PROPOSED MOORING PILINGS (12- DIA): 103 " •11 �, - � A. I I ­­ I 1I � I �11) O
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E. PROPOSED CONCRETE PILE -SUPPORTED BOAT DROP. !�. .,� ,� . " ... -1 .... � ! 0 0
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F. BOAT DRY STACKS: (2) 75 SLIP CAPACITY ,�, �, -V .1 , - - 4.5 X35 111Y �� 1q,
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STRUCTURES (32' X 154!) !V ,� ,� `, � �� , I " I �FINGER PIER A 0 -1
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, OCT 8 2019
11
NOTE:
THE DATA GIVEN ON THESE PLANS IS BELIEVED
TO BE ACCURATE, BUT THE ACCURACY IS NOT
GUARANTEED. THE CONTRACTOR IS RESPONSIBLE
FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES,
AND DIMENSIONS OF THE EXISTING UTILITIES
PRIOR TO CONSTRUCTION. IF A DISCREPANCY
IS FOUND, WORK SHALL CEASE AND THE ENGINEER
NOTIFIED. WORK WAY CONTINUE UPON ENGINEERS
NOTICE TO PROCEED. 1)
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1/2" HD GALVANIZED THRU BOLTS
3" x 5" x 1/4" HD GALVANIZED
ANGLE BRACKET
3/8" 304 STAINLESS STEEL
FF-,STENER (6-8 PER FLOAT)
CLEAT DETAIL
SCALE: 3/8" = 1 '-0"
3" x 5" HD GALVANIZED
ANGLE BRACKET (TYPICAL)
WITH 1/2' THRU BOLTING
PLASTIC SCRUB BLOCK
2" x S" FRAMING
EXTERIOR PILE GUIDE DETAIL
SCALE: 3/8" = 1'-0"
3" x 5" HD GALVANIZED
ANGLE BRACKET (TYPICAL) -
WITH 1/2" THRU BOLTING
3" x 3" HD GALVANIZED
ANGLE BRACKET (TYPICAL)
WITH 1/2' THRU BOLTING
`0
(4) PLASTIC SCRUB BLOCKS
2' x 6" FRAMING
INTERIOR PILE GUIDE DETAIL
SCALE: 3/8" = 1'-0"
5' x 8" HD GALVANIZED
ANGLE BRACKET (TYPICAL)
WITH 1/2' THRU BOLTING
2" x 6"
FRAME CONNECTION DETAIL
SCALE: 3/4" = 1'-0"
DRAWING FILE: P07119-MARINA
PLOT SCALE: 1:60
91.
ING
BOLTING
END VIEW
EXPLODED
END VIEW
ASSEMBLED
-SYP DECKING
�2zlD BANDING
THRU BOLTING
PREFABRICATED
VALKVAY FRAME
HURRICANE CLIPS
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FMD PIER DETAIL
BY SOUND MARINE
N.T.S.
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THRU BOLTS BANDING
DECKING
3" x 3" HO GALVANIZED
THERMO VACUUM FORMED HIGH DENSITY
POLYETHYLENE ENCASED POLYSTYRENE
(MINIMUM DENSITY 1,2LB/FT3)
DOCK ELEVATION/SECTION
2" x 6" FRAMING MPirAll
OPTIONAL INTERIOR PILE GUIDE
GENFRAI NnTF�
3'-O" —�1� 3'-D"
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EXPLODED
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ANGLE BRACKET (TYPICAL)
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3' x 3" HD GALVANIZED
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4' x 6" HD GAI -VANVED
N4GLE BRACKET (TYPICAL)
WITH 1/2- THRU BOLTING
2' x 6' FRAMING (T(PICAL)
HD GALVANIZE
STEEL STRUT
SCALE: 1/4" = V-0"
1 LIVE LOADS: FLAREA 2 FT SO. THE SHALL NOT HAVE MOREOATING PIERS, DOCKS, FINGERS - 40 LBS PER S0. FT. OR 400 CONCENTRATED
HORIZONTALN UNDER A UNIFORM LIVEDOCK 0 D OF ONE HALF OF THE PIERN WIDTH OSIXGR U�NDERTCFROMONCENTRATEB HE
LOAD OF 600 LBS APPL'ED TO ONE SIDE
2 DEAD LOADS: THE WEIGHT OF THE COMPONENT PARTS OF THE STRUCTURE AS WELL AS RAMPS, DOCK
BOXES, UTILITIES BOARDING STEPS, AND OTHER APPLICABLE DOCK ACCESSORIES ARE USED IN THE
DESIGN OF THE DOCK SYSTEM.
3 FLOATATION: WILL BE DESIGNED TO SUPPORT THE DEAD LOAD PLUS 40 LBS LIVE LOAD APPUED TO THE
ENTIRE AREA OF THE DOCK SURFACE.
4 UNDER DEAD LOADS, FLOATING DOCKS WILL HAVE A MINIMUM OF:
A. 15' FREEBOARD WITH I2" FLOATATION
8. 18' FREEBOARD WITH 16' FLOATATION
C. 20' FREEBOARD WITH 18' FLOATATION
5 CHAPTER 36 OF NC STATE BUILDING CODE 2006 EDITION AND/OR ALL APPLICABLE REQUIRED COMPLIANCES
6 ALL LUMBER PRESSURE TREATED SOUTHERN YELLOW PINE, GRADE #2 OR BETTER, MINIMUM RETENTION 0.60
EPA APPROVED WATERBORNE PRESERVATIVE CHROMATED COPPER ARSENATE (CCA) APPLIED IN THE
STANDARDS OF THE AMERICAN WOOD PRESERVER'S ASSOCIATION.
7 ALL ANGLES AND PLATES - HOT DIPPED GALVANIZED, FASTENERS - STAINLESS STEEL
FLOATING PIER DETAIL
BY SOUND MARINE
N.T.S.
3/8'Gal
Decking - - Thry Bolt
- - cleat
3x3/16 Galvanized
Steel Bracket
2x8 5YP
Cr055 members
3/8"x1-3/4'
5.5. Lags
266/ 16 GAan
Steel B-acket
52 10 DOCK SYSTEM
Flotation --,'
Thermo Vacuum Formed High Density
Polyethylene Encased Polystyrene (Minimum q.I-GII DOCK CROSS 5ECTION
Density I .2LBJFl-3)
FLOATING PIER CROSS-SECTI
BY SOUND MARINE
N.T.S.
1-2-10 BANDING
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EXCEPTIONAL BY GESIGfV
118 POrtwatch Way • Wlkmington NC.. 28412 91D-395-9345 www.soundmarine.corn
4'-0'
4'-0'
4.-0'
4'-0"
DCUBLE 2" x 6" STRINGERS-V
5210 FRAMING AND BANDING PLAN
DESIGN RANGE - DOCKS V TO 12' AND FINGER PIERS 2 1/2' TO 5' WIDE IN 18' INCREMENTS
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SYP Banding
2- G*wwad
Thry Boles
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DESIGN BY 1-3I MARINE CONTRACTORS
*STRUCTURAL DESIGN BY OTHERS
PROPOSED 13' PROPOSED 8' PROPOSED 18'
FINGER PIER Dnr.K FlNGER PIER
*STRUCTURAL DESIGN BY nTI-IFRC
*STRUCTURAL DESIGN BY OTHERS
NTS
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TYP.
ICAL SECTION OF
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NTS
*STRUCTURAL DESIGN BY OTHERS
PIER SECTION
*STRUCTURAL DESIGN BY OTHERS
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