HomeMy WebLinkAboutOVERRAL PLAN VIEW�3 4
S T . LLTIM COU1'TSr It . DIN'7SION
REVIEWED FOR C 61G
It-;�'ILW DBY
t,ASD MMMUST BE KEPT ON JOB
OR NO LNSPECTION WILL BE MADE.
SCAINNW
By
St LUog1DiA6N R"VER
35± L.F. OF WOOD SEAWALL
2.5'± EXPOSED HEIGHT WITH
10' TIE BACKS @ 6' O.C. (TYP.)
(SEE SHEET 3 FOR DETAILS)
2" X 12" P.T. WOOD CAP
EXISTING DOCK
121± L.F. OF WOOD SEAWALL
5'± EXPOSED HEIGHT WITH
14' TIE BACKS @ 6' O.C. (fYP.)
(SEE SHEET 2 FOR DETAILS)
MEAN HIGH WATER
AT FACE OF SEAWALL
2' X 2' P.T. WOOD DEADMEN
(SEE SHEET 2 FOR DETAILS)
10' (MIN.)
RETURN
RAISED DECK
SHORELINE LENGTH
156± L.F.
_s
THESE PLANS AND ALL PROP D WORK
ARE SUBJECT TO ANY CORRE ONS
REQUIRED BY FIELD INSPECT .3 THAT
MAY BE SAAY IN MEH�
60NIK A" APP AILI 0001% .,:
` ,V l
CON
NOTES —
PROPOSED WORK IS TO CONSTRUCT 121± L.F. OF NEW SEAWALL WITHIN 1 B" OF THE EXISTING SEAWALL
(WET FACE TO WET FACE) AND INSTALL 35± L.F. OF NEW SEAWALL IN THE SAME LOCATION OR LANDWARD
OF THE EXISTING SEAWALL (LENGTHS IDENTIFIED DO NOT INCLUDE RETURNS)
DESIGN LOADS TO MEET 2017 FBC:
WIND LOAD AS PER ANSUASCE 7-10 SPEED =170 MPH
EXPOSURE = D
IMPORTANCE FACTOR = 1.0
IQSEnvironmental
Services, Inc.
19o1 SW Yellowtail Avenue
Port Saint Lucie, FL 34953
OVERALL PLAN VIEW
Debra Fasnacht
902 Jackson Way
Fort Pierce, Florida
PCN# 1423-802-0017-000-6
n Q-
a
SLED FASTENERS OR ATTACHE !TS
E THE RESPONSIBILITY OF THE
CONTRACTgAak MWAD
.���Q NU C.
NO 29 F �:
94S r
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oo: sr
i0NA L ���
0, 20'
GRAPHIC SCALE
Paul Welch, Inc.
1984 SW Biltmore Street, #1 4
Port St. Lucie, FL 34984
JAN242018 V
Paul Welch, PE No. 29945
Phone:772-215-3997 Fax:772-879-4520
www.disenvironmentalservices.com
SCALE:
1"=20'
JAN 2018 1 SHEET 1 of 4
MHW
2.5't
5'
Op11111111/fA
Q ..��G�E N S*-.; /
No 29945
O' S TAT E OF •l J
ewe,° •'off O R 1 O P, N,�e�
11111111111%
2" X 12" P.T. CAP
ATTACHED WITH #16D
SS RINGSHANK NAILS
#16 HDG SPIKES
24" X 24" P.T. DEADMEN
(SEE SHEET 2 FOR DETAILS)
� -T114G GRPDE
18" MIN. BELOW
WALL HEIGHT
3/4"0 HDG STEEL ROD X 10' @ 6' O.C. (TYP.)
_ DOUBLE 2" X 8" P.T. CONTINIOUS WALE BEAM, 2.50 LB/CF CCA
SEAMS SHOULD OVERLAP ON EVERY OTHER SUPPORT PILE (TOP AND BOTTOM)
FILTER FABRIC (AMOCO 200 OR EQUIVALENT) INSTALLED IN ONE PIECE
USE 1-1/2" LONG WIDE -HEAD NAILS TO SECURE FABRIC IN PLACE EVERY 12"
PIN FILTER FABRIC TO TOP WALE, OVERLAPPING AND RENAILING AS NECESSARY
2" X 8" X 5' P.T- SHEET PILING - 2.50 LB/CF CCA
2.5' MIN. PENETRATION INTO FIRM SOIL
INSTALLED IN SAME LOCATION OR LANDWARD OF EXISTING SEAWALL
8" 0 X 6' (MIN.) P.T. WOOD PILE @ 6' O.C., 2.50 LB/CF CCA
"'NOTES•••
8" 0 MARINE PILES AT 6' O.C. (TYP.)
ALL PILES MIN. PENETRATION 3.5' INTO FIRM SOIL.
ALL FLAT LUMBER SHALL BE DIMENSIONAL (ROUGH SAWN), P.T. 2.50 LB/CCA MINIMUM
NAILS SHALL BE #16 H.D. GALV.
NAILS TO HOLD FABRIC SHALL BE 1W WIDE HEAD NAILS
ALL HARDWARE SHALL BE SS OR H.D. GAV.
WOOD SEAWALL
Environmental CROSS-SECTION VIEW B-B
Debra Fasnacht
erviceS, Inc. 902Jackson Way
,is 1901 SW Yellowtail Avenue
Port Saint Lucie, FL 34953 Fort Pierce, Florida
PCN# 1423-802-0017-000-6
0' 1.5' 3'
GRAPHIC SCALE
Paul Welch, Inc.
1984 SW Biltmore Street, #114
Port St. Lucie, FL 34984
JAN242018
Paul Welch, PE No. 29945
Phone:772-215-3997 Fax:772-879-4520
www.disenvironmentalservices.com SCALE:
If) 3'
JAN 2018 1 SHEET 3 of 4
DOUBLE 2" X 8" P.T. CONTINUOUS WALE BEAM
SEAMS SHOULD OVERLAP ON EVERY
OTHER SUPPORT PILE (TOP AND BOTTOM)
2.50 LB/CF CCA
2" X 12" P.T. CAP
ATTACHED WITH #16D
SS RINGSHANK NAILS
2" X 8" X 5' - 8' P.T. SHEET PILING, 2.50 LB/CF CCA
MIN. PENETRATION VARIES 2.5' - T INTO FIRM SOIL
8" 0 P.T. PILES
@ 6' O.C.
to
3/4" 0 HDG STEEL ROD X 10' OR 14'
@ 6' O.C.
8" 0 X 6' - 10' P.T. WOOD PILE
@ V O.C., 2.50 LB/CF CCA
"'NOTES•"
8" 0 MARINE PILES AT 6' O.C.
ALL PILES MIN. PENETRATION VARIES 3.5' TO V INTO FIRM SOIL.
ALL FLAT LUMBER SHALL BE DIMENSIONAL (ROUGH SAWN), P.T. 2.50 LB/CCA MINIMUM
NAILS SHALL BE #16 H.D. GALV.
NAILS TO HOLD FABRIC SHALL BE 1'/z WIDE HEAD NAILS
ALL HARDWARE SHALL BE SS OR H.D. GAV.
WOOD SEAWALL
1-7;) Environmental FRONT -SECTION VIEW (TYI
Debra Fasnacht
Services, Inc. 902 Jackson Way
1 SW Yellowtail Avenue
'Saint Lucie, FL 34953 Fort Pierce, Florid;
PCN# 1423-802-0017-Q
9
F
MAX. EXPOSED
WALL HEIGHT
VARIES 2.5' - 5'
% QP�� C •ENS
NO 29945
® r
r
O ; STATE OF9/0
••�
le; NA�LQEN°°°°v
0' 1' 2'
GRAPHIC SCALE
Paul Welch, Inc.
1984 SW Biltmore Street, 114
Port St. Lucie, FL 34984
JAN 2 4 2010
Paul Welch, PE No. 29945
Phone:772-215-3997 Fax:772-879-4520
www.dlsenvironmentalservices.com SCALE:
1" = 2' JAN 2018 SHEET 4 of 4
,e111111111'r.,
`e°°J�' C, W S4
E N S F•: y �•e
No 29945
�lijv
off'.• STATE OF •'141
v
®o°XN ° ° < O
SS�OIV A �°°
111111111 "?
2" X 12" P.T. CAP
ATTACHED WITH #16D
SS RINGSHANK NAILS
#16 HDG SPIKES
JOIN DMA PLANKS TOGETHER WITH
HDG16P NAILS (AS SHOWN —14
NAILS PER ASSEMBLY TYP.)
3/4"0
REAR VIEW
FRONT VIEW
(1)2'X8°X2'
(3) 2" X 8" X 2'
3/4" 0 X 14' LONG HDG SIDE VIEW
TREADED RODS (TYP)
WITH %" TREAD REVEAL
(BOTH ENDS TYP.)
DEADMAN DETAIL
SCALE 1" = 2'
EXISTING GRADE T MIN
3WO HDG STEEL ROD X 14' @ 6' O.C. (TYP.)
WELL GRADED SANDY BACKFILL ONLY
24" X 24" P.T. DEADMEN
(SEE THIS SHEET FOR DETAILS)
DOUBLE 2" X 8" P.T. CONTINIOUS WALE BEAM, 2.50 LB/CF CCA
SEAMS SHOULD OVERLAP ON EVERY OTHER SUPPORT PILE (TOP AND BOTTOM)
EXISTING SEAWALL TO REMAIN
FILTER FABRIC (AMOCO 200 OR EQUIVALENT) INSTALLED IN ONE PIECE
USE 1-1/2" LONG WIDE -HEAD NAILS TO SECURE FABRIC IN PLACE EVERY 12"
PIN FILTER FABRIC TO TOP WALE, OVERLAPPING AND RENAILING AS NECESSARY
2" X 8" X 8' P.T. SHEET PILING - 2.50 LB/CF CCA
T MIN. PENETRATION INTO FIRM SOIL
INSTALLED 18" IN FRONT OF EXISTING SEAWALL WET FACE TO WET FACE
"'NOTES'' `— 8" 0 X 10' P.T. WOOD PILE @ 6' O.C., 2.50 LB/CF CCA
8" 0 MARINE PILES AT 6' O.C. (TYP.)
ALL PILES MIN. PENETRATION 5' INTO FIRM SOIL.
ALL FLAT LUMBER SHALL BE DIMENSIONAL (ROUGH SAWN), P.T. 2.50 LB/CCA MINIMUM
NAILS SHALL BE #16 H.D. GALV.
NAILS TO HOLD FABRIC SHALL BE 1%z" WIDE HEAD NAILS
1?s Environmental
S ervices, Inc.
1901 SW Yellowtail Avenue
Port Saint Lucie, FL 34953
WOOD SEAWALL
CROSS-SECTION VIEW A -A
Debra Fasnacht
902 Jackson Way
Fort Pierce, Florida
PCN# 1423-802-0017-000-6
0' 1.5' 3'
GRAPHIC SCALE
Paul Welch, Inc.
1984 SW Biltmore Street, # 14
Port St. Lucie, FL 34984 /
JAN242018
Paul Welch, PE No. 29945
Phone:772-215-3997 Fax:772-879-4520
www.disenvironmentalservices.com
SCALE:
1"=3'
JAN 2018 1 SHEET 2 of 4