HomeMy WebLinkAbout1989 - (#4) Proposed Docking Facility5EE PILE GAP �!
DETAIL (BELOW) 4
5'-0" 5ECTION 'A' ;I q" DIA.
8'-0" SECTION D' TIMBER PILING
0
2" X 6"
DECKING (NO
GAP V INSTALLATION)
TOP OF DECKING I ) 2"X10" STRINGERS
ELEV. 3.00 MSL GONTINU0U5
1/2" DIA. GALV. THROUGH
BOLTS WITH WASHERS
AND NUTS Z2- X 10" CKO55 BRAGE� ®� I . ADD ADDITIONAL STRINGER
FOR 5EGT I ON '5'
APPROXIMATE MEAN
HIGH WATER
LINE
PILING TO DE JETTED TO
A DEPTH REQUIRED FOR
FIRM BEARING ( MIN.
6-0" PENETRATION
01 -
SEDT IONS-> 'A' AND
ATTACH 14" DIA. COPPER SHEET DY
GUTTING 1" WIDE SLATS, BENDING.
AND NAILING TO PILING WITH
6D GALV. SPIKES
9" DIA. TIMBER PILING
PILE GAP
DETA I L
&ENERAL NOTES=
1.) WOOD -ALL WOOD MEMBERS 5HAL•L DE NO.1 SOUTHERN YELLOW PINE
(UNLESS OTHERWISE 51EGIFIED), PRESSURE TREATED IN
ACGOKDANGE WITH THE A.W.P.A. STANDARD C.-2. THE
PRESERVATIVE U5ED SHALL DE A WATER50URNE TYPE 5UCH
A5 'B' OR 'C' A5 COVERED IN FEDERAL 5PEC. TT -W-53!5,
AND A.W.P.A. 5TANDAK05 P5, G2, AND G14. PILINGS
5HALL DE TREATED WITH NOT LE55 THAN 2.5 L55/GU.FT.
OF G.G.A. PRESERVATIVE SALTS. ALL OTHER WOOD MEM5ER5
SHALL 5E TREATED WITH NOT LE55 THAN 0.6 LBS/GU.FT.
PRESERVATIVE 5ALT5. WOOD MEMDER5 SHALL 5E STRAIGHT, TRUE,
AND FREE FROM SPLITS, WANE OR OTHER 05JEGTIONASLE DEFECT5.
DOLT HOLES SHALL SE DRILLED TO THE DOLT DIAMETER AND THEN
HAMMERED INTO PLACE:
2.) HARDWARE -ALL DOLTS, WASHERS, PLATE5, NUTS, ETC,. SHALL DE HOT
DIPPED GALVAN I ZED PRIOR TO IN5TALLAT I ON. ALL EXPOSED METAL
5HALL DE PRIMED AND PAINTED WITH 2 GOATS KU5T INH151TIVE
ENAMEL (RU5TOLEUM OR EQUIV.) FLAT DLAGK. NAILS FOR DECKING
SHALL DE HOT DIPPED GALVANIZED 16D SPIKES.
3.) DIMEN51ON5 -THE CONTRACTOR SHALL DE RESPON515LE FOR FIELD
VERIFICATION OF THE PROPOSED DIMEN51ON5 5HOWN HEREON.
ANY D15GREPANGIE5 DETWEEN THO5E FIELD DIMENSIONS, AND
THE DIMEN51ON5 SHOWN HEREON SHALL DE DROUGHT TO THE
ATTEN510N OF THE DE5IC7NEK FOR AN IMMEADIATE RE5OULTION.
I
ATTACH 3/4" X 2" CHAMFER
STRIPS WITH 2-1/2" BRASS
SERRATED NAIL -5
SITE
5GALE 1"-30'
75 LAND-' OWNED
r>Y - AfrLIC "'-
R" TIMBER * I
-I PILING (TYP.)
I•.
1
O -� 2" X 6" DECKING (NO GAP
BETWEEN DOAKD5 AT IN -
0 5TALLAT I ON)
X 10" 5TRIN6ER5
-CONTINUOU5
�t
0
6'-O" 10'-O" 10'-O" 21 5EGTION5 a 10'-0"
- -
210'-0" _
w
246'-0"
a
PLAN VIEW
5GALE 1/4" - f-0"
APPROXIMATE SHORELINE
SHADING INDIGATE5 2" X 10"
CRO55 5KACE5
JI
O
Ll
10' _0"
EX 15T I NG
GRADE y
TOP OF DECKING
ELEV. 3.00 M.S.L.
APPROXIMATE MEAN
HIGH WATER LINE
INDIGATE5 EXISTING 1
GROUND ELEVATIONS
o o o
° o d o
PROFILE
5CALE
1"-30' HORIZ.
1"-3' VERT.
LAYOUT
i
i
246'
t
t
\
LOG PROP05ED DOCK 1
I
1
1
T
\
North
N
1
1
N
SEBASTIAN ZONING &
PLANNING COMMISSION
APPROVED DATE
DISAPPROVED DATE
F
21497 S
DARRELL E. W -QUEEN FLA. REG. NO.
McQUEEN & ASSOCIATES, INC. DRAWING NO.
ENGINEERS SURVEYORS LAND PLANNERS
(305) 569-1322 SHEET
700 22nd PLACE, SUITE 201, VERO BEACH, FLORIDA 32960 1 ®f 1
DESIGNED
PAW
DRAWN CHECKED JOB NO.
PAW 89-375
A PKOPOSED
DOGKINC7
FACILITY ;FOK
DATE
A APPROVED FIELD BOOK do PAGE
io-----nN,
)E
By �� ��
SHOWN
1
i
i
246'
t
t
\
LOG PROP05ED DOCK 1
I
1
1
T
\
North
N
1
1
N
SEBASTIAN ZONING &
PLANNING COMMISSION
APPROVED DATE
DISAPPROVED DATE
F
21497 S
DARRELL E. W -QUEEN FLA. REG. NO.
McQUEEN & ASSOCIATES, INC. DRAWING NO.
ENGINEERS SURVEYORS LAND PLANNERS
(305) 569-1322 SHEET
700 22nd PLACE, SUITE 201, VERO BEACH, FLORIDA 32960 1 ®f 1