HomeMy WebLinkAboutORVERALL PLAN VIEWCEALED FASTENERS OR ATTACHMENT;
ARE T4E RESPONSIBILITY OF THE
CONTRACTOR OF RECORD,
MIR
8'
1912 -Clf:�
ST. LUCIE COUNTY BUIL DIVISION
REVIEWED FOR COMPLIF
REVIEWED BY
DATE ��$
PLANS AND PERM f T BE KEPT ON JOB
SITE OR NO INSPECTION(S) WILL BE MADE
SCANNED
BY
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R
SHORELINE LENGTH
100t L.F.
MARGINAL DOCK
25'
8'
�— EXISTING DOCK TO BE REPLACED
(SEE SHEETS 3 AND 4 FOR DETAILS)
NEW SEAWALL WITH 2O'TIE BACKS Q 8' D.C.(TYPJ
RECAST CONCRETE DEADMEN
..Q
SEE SHEET 2 FOR
MANMADE CANAL
WATERBODY WIDTH 100't
DFUI ethe
- P•Mf�y451
-"NOTESi"
140
FOrt �yr�
TO 1003 L.F. VINYL SEAWALL NOT INCLUDE RETURN)
��irUtar+c
-PROPOSED WORK IS INSTALL (DOES
EXISTINGAND REPLACE THE
N OF EXISTING SEAWALL
SEAWALL TO BECONSTRUCTED12 FRONT
, •'
/'i
- DEW DESIGN LOADS O
�� a��,
WIND LOAD AS PER ANSVASCE 7-10 SPEED =170 MPH
EXPOSURE=D
IMPORTANCE FACTOR=1.0
0' 10, 20'
- EXISTING 8.0 DOCK PILES TO BE UTILIZED WHERE FEASIBLE
- NEW DOCK PILES 8'0 PILES - MIN. PENETRATION F INTO CANAL BOTTOM
GRAPHIC SCALE.
OR AS NECESSARYTO PROVIDE ADEQUATE BEARING STABILITY
Environmental
Inc.Services, I
OVERALL PLAN VIEW
Barbara Mackenzie (TR)
c/o Cinda Kraft
1901 SW Yellowtall Avenue
13 Castle Court
Port Saint Lucie, FL 34953
Fort Pierce, Florida
Phone: 772-2153997 Fax: 772-879.4520
PCN#•1414-701-0191-000-1
www.disenvironmentalservices.com
scn : 1" = 20'
1
1 NOV 2018
SHEET 1 of 4
i
MHW
I B'L
MLW
SUBSTRATE
22-X 12. 5,000 PSI CONCRETE CAP
#3 REBAR STIRUPS @ 2' O.C. (TYP.)
WITH Y MIN. CONCRETE COVERAGE
— (5) #5 REBAR CONTINUOUS
1"0 HDG STEEL ROD X 20' (MIN.) @ 8' O.C.
WELL GRADED SANDY BACKFILL
36" X 36' X 6' STEEL REINFORCED
PRECAST CONCRETE DEADMEN
Y MIN. X 1/4" THICK MIN.
WASHER PLATE W/NUT
BLUE MARLIN FILTER DRAIN @ B' O.C.(TYP.)
MIN. 6" ABOVE WATER LEVEL
EXISTING SEAWALL
VINYL SHOREGUARD 625 SHEET PILE X 14' MIN.
—NOTES..
- ALL TIE RODS 1' 0 HDG STEEL RODS X 20' (MIN.)
-ALL HARDWARE H.D. GALV. OR SS
Environmental
Services, Inc.
1901 SW Yellowtail Avenue
Port Saint Lucie, FL 34953
Phone: 772-2153997 Fax: 772-8794520
,r+ .dlsenvironmentalservices.com
SEAWALL
CROSS SECTION VIEW
Barbara Mackenzie (TR)
c/o Cinda Kraft
13 Castle Court
Fort Pierce, Florida
PCN# 1414-701-0191.000•
SCALE:
T MIN
M iji
P.E. # Z$�
1402 Harhfi
Fort Plerca'F94j�
m
GRAPHIC SCALE
NOV 2018 1 SHEET 2 of 4
(1) 1/2' X 6' SS LAG BOLT
//-- (T(TYP)PER STRINGER
TO PILE LOCATION
2' X 8" P.T CROSS -TIE
EXISTING 8'0 ABOVE DECK
MARINE PILES
2' X 8' P.T. STRINGERS
NEW 8'0 BELOW DECK
MARINE PILES
2' X 6' P.T. DECKING
2• X 4- X 6- (MIN.) P.T. STRAP BLOCKS
WITH (2) SCREWS TO EACH MEMBER
FOR CENTER STRINGERS
(1) 5/8- SS THRU BOLT
(TYP) PER CROSS -TIE
• • 'COj46RETE SEAWALL CAP .
4° O.C.
(TYP)
25'
...NOTES...
Fort t2� .•.a ,�,,:
!'���i...:: , •, .-
- NEW 8'0 MARINE DOCK PILES - MIN. PENETRATION 8' INTO CANAL
BOTTOM
,
OR ASINECESSARYTO PROVIDE ADEQUATE BEARING STABILITY
- EXISTING 8°0 DOCK PILES TO BE UTILIZED WHERE FEASIBLE
01 2 4
- 2- X 6' P.T. DECKING NOT ALL SHOWN FOR CLARITY
m
- DECKING WILL BE ATTACHED WITH #10 SS DECK SCREW X3'
GRAPHIC SCALE
- ALL HARDWARE ON THE DECK AND BELOW TO BE GRADE 304
(OR BETTER) SS
Environmental
MARGINAL DOCK
D,
PLAN VIEW DETAIL
C
Inc.
Barbara Mackenzie (TR)
Is ►J ervices,
c/o Cinda Kraft
1901 SW Yellowtall Avenue
13 Castle Court
Port Saint Lucie, FL 34953
Fort Pierce, Florida
Phone: 772.215.3997 Fax: 772-879.4520
PCN# 1414-701-0191-000-1
WvmAlsenvironmentalservices.com
SCALE:
1"=4'
NOV2018
SHEET3of4
i
81
34
.'
•
4.5't
NEW SEAWALL
(SEE SHEET 2 FOR DETAILS)
MHW
-- —
--- ----- — —
—
—
(1)1/2"X 6"SS LAG BOLT
(TYP) PER STRINGER TO PILE LOCATION
1 2
LW
MLW
(1)5/8'SS THRU BOLT
�—
------
_
_
_
(TYP)PER CROSS -TIE
2' X 6' P.T. DECKING
VARIES
I
SUBSTRATE
2" X 4° X 6" (MIN.) P.T. STRAP BLOCKS
WITH SCREWS TO EACH MEMBER
FOR CENTER STRINGERS
hJ `— 2" X B" P.T. CROSS-T Z 4
NEW BELOW
D
8" O MARINE FIDMW dl Retl1 rtoxj r f:j i
I�1 L•✓ -
2°X8°P.T. STRINGER r tY � r9r-
O.C.
24" (TYP)
I/
EXISTING ABOVE DECK
)X
1402 H!p 0�(�-11
)sq-
140For
8' 0 MARINE PILINGS
Ple .
1,494
...NOTES
•�'I
- NEW 8°0, MARINE DOCK PILES - MIN. PENETRATION e' INTO CANAL BOTTOM
•) f n I
0' R5'� •$'
OR AS NECESSARYTO PROVIDE ADEQUATE BEARING STABILITY
.::
-EXISTING 8"O DOCK PILES TO BE UTILIZED WHERE FEASIBLE
-DECKING WILL BE ATTACHED WITH #10 SS DECK SCREW X 3'
GRAPHIC SCALE
-ALL HARDWARE ON THE DECK AND BELOW TO BE GRADE 304 (OR BETTER) SS
Environmental
MARGINAL DOCK
CROSS SECTION VIEW
Barbara Mackenzie (TR)
iYis
I
Inc.S
ervices,
c/o Cinda Kraft
1901 Sw Yellowtail Avenue
13 Castle Court
Port Saint Lucie, FL 34953
Fort Pierce, Florida
P�1one: 772-2153997 Fax: 772-679d520
PCN# 1414-701-0191-000-1
-
www.dlsenvironmentalservices.com
1" 33'
NOV 2018
SHEET 4 of 4