HomeMy WebLinkAboutConstruction PlansRECEIVED
�!> - 6 2021
Permitting D,epartmen,
SL. Lucie CcuTlt'
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10'
1 4'
RECEIVED
APR - 6 2021
NORTH FORK ST. LUCIE RIVER Permitting DSt. Lucie ouCount`;i
partment
WATERBODY WIDTH 215'±
PROPOSED 12'±X 12'±
BOAT LIFT
40'
MARGINAL DOCK /
20'
5'±
SHORELINE LENGTH
148'±
V X 10' DOCK
AT LOWER ELEVATION
NEW SEAWALL WITH 12' TIE BACKS
1 @ 8' O.C. (TYP.)
TAND 8"0 X 4' PILING DEADMEN
(SEE SHEET 2 FOR DETAILS)
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FILE COPY
'-NOTES'
PROPOSED WORK IS TO CONSTRUCT 148± L.F. OF SEAWALL PLUS (2) V RETURNS, CONSTRUCT A 1,030 SQ. FT. DOCK (INCLUDES 10, PIER
LANDWARD OF SEAWALL, AND INSTALL A BOAT LIFT (BOAT LIFT BY OTHERS)
NEW SEAWALL TO BE CONSTRUCTED 18" IN FRONT OF EXISTING SEAWALL
DECK DESIGN LOADS TO MEET 2020 FBC - 7TH EDITION:
WIND LOAD AS PER ANSI/ASCE 7-16 SPEED = 170 MPH
EXPOSURE = D
IMPORTANCE FACTOR = 1.0 0' 15' 30'
-ALL DOCK PILES 8"0 PILES - MIN. PENETRATION 8' INTO RIVER BOTTOM OWN
OR AS NECESSARY TO PROVIDE ADEQUATE BEARING STABILITY
-ALL BOAT LIFT PILES TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS GRAPHIC SCALE
qsEnvironmental
S ervices, Inc.
1901 SW Yellowtail Avenue
Port Saint Lucie, FL 34953
Phone:772-215-3997 Fax:772-879-4520
www.d.isenvironmentalservices.com
OVERALL PLAN VIEW
Jeffery & Natalie Klaas
151 N Naranja Avenue
Port St Lucie, Florida
PCN# 3419-530-0191-000-8
SCALE:
1"=30'
Paul Welch, Inc.
1984 SW Biltmore Street, # 14
Port St. Lucie, FL 34984
MAR, 2 3 2021
Paul Welch, PE No. 29945
MARCH 2O21 1 SHEET 1 of 6
8'
10,
VARIES
4.5' - 5.5'
REVIEWED FOR
CODE COMPLEANCE
2"X 10" P.T. WOOD CAP S7° LUCC E COUNTY
SO=
#16 HDG SPIKES
2" X 8" X 8' P.T. SHEET PILING
2.50 LB/CF CCA
2.5' MIN. PENETRATION INTO FIRM SOIL
2' MIN
EXISTING
3" 0 FLAT WASHER, 2" 0 HEX NUT
8"0 X 4' (MIN.) P.T. PILING
DEADMEN
5!8"0 HDG STEEL ROD X 12' @ 8' O.C. (TYPE a ®py
WELL GRADED SANDY BACKFILL ONLY
(2) 2- X 8" P.T. CONTINIOUS WALE BEAM
TOP AND BOTTOM (SEAMS OVERLAP)
EXISTING SEAWALL
FILTER FABRIC (AMOCO 2002 OR EQUIVALENT)
INSTALLED IN ONE PIECE
USE 1-1/2" LONG WIDE -HEAD NAILS TO SECURE FABRIC IN PLACE
PIN FILTER FABRIC TO TOP WALE, OVERLAPPING
AND RENAILING AS NECESSARY
8"0 X 10' (MIN.) P.T. PILING
"**NOTES—
8" 0 MARINE PILES AT 8' O.C. - MIN. PENETRATION 4.5' INTO FIRM SOIL
ALL LUMBER TO BE, 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 H.D. GAV.
SEAWALL
1?s
Environmental CROSS-SECTION VIEW
Services', Inc. Jeffery & Natalie Klaas
1901 SW Yellowtail Avenue 151 N Naranja Avenue
Port Saint Lucie, FL 34953 Port St Lucie, Florida
PCN# 3419-530-0191-000-8
0' 1.5' 3'
MGM
GRAPHIC SCALE
Paul Welch, Inc.
1984 SW Biltmore Street, # 4
Port St. Lucie, FL 34984
MAR 2 3 2021
Paul Welch, PE No. 29945
Phone:772-215-3997 Fax:772-879-4520
www.dlsenvironmentalservices.com SCALE:
1"=3'
MARCH 2O21 1 SHEET 2 of 6
8" 0 BELOW DECK
SEAWALL
(TYP.)
-NOTES—*
ALL 8"0 MARINE DOCK PILES - MIN. PENETRATION V INTO RIVER BOTTOM
OR AS NECESSARY TO PROVIDE ADEQUATE STABILITY
2" X 8" P.T. DECKING NOT ALL SHOWN FOR CLARITY
-DECKING WILL BE ATTACHED WITH #10 SS DECK SCREW X 3"
-ALL HARDWARE ON THE DECK AND BELOW TO BE GRADE 304 (OR BETTER) SS
20' X 40' PLATFORM
12 Is Environmental PLAN VIEW DETAIL
ServiceS, Inc. Jeffery & Natalie Klaas
1901 SW Yellowtail Avenue 151 N Naranja Avenue
Port Saint Lucie, FL 34953 Port St Lucie, Florida
PCN# 3419-530-0191-000-8
MG
" SS THRU BOLT
PER PILE
X 8" P.T. STRINGER
2" X 6" SS LAG BOLT
) PER STRINGER
ILE LOCATION
My
0' 2' 4'
GRAPHIC SCALE
Paul Welch, Inc.
1984 SW Biltmore Street, 114
Port St. Lucie, FL 34984
MAR 2 3 2021 /
Paul Welch, PE No. 29945
Phone:772-215-3997 Fax:772-879-4520
www.disenvironmentalservices.COM SCALE:
ill =4'
MARCH 2O21 1 SHEET 3 of 6
2" X 8" P. T. DECKING
2" X 8" P.T. STRINGER
16" O.C. (TYP)
2" X 8" P.T. CROSS -TIE
8" 0 BELOW DECK
MARINE PILES
***NOTES***
ALL 8"0 MARINE DOCK PILES - MIN. PENETRATION 8' INTO RIVER BOTTOM
OR AS NECESSARY TO PROVIDE ADEQUATE STABILITY
DECKING WILL BE ATTACHED WITH #10 SS DECK SCREW X 3"
ALL HARDWARE ON THE DECK AND BELOW TO BE GRADE 304 (OR BETTER) SS
20' X 40' PLATFORM
T Environmental CROSS SECTION VIEW DETAI
Services, Inc. Jeffery & Natalie Klaas
1901 SW Yellowtail Avenue 161 N Naranja Avenue
Port Saint Lucie, FL 34953 Port St Lucie, Florida
PCN# 3419-530-0191-000-8
S 0-rDLEUCC goM., #4 AY ,-- -
y `� u' t
� ,
FILE copy
0' 2' 4'
GRAPHIC SCALE
Paul Welch, Inc.
1984 SW Biltmore Street, 14
Port St. Lucie, FL 34984
MAR 2 3 2021
Paul Welch, PE No. 29945
Phone:772-215-3997 Fax:772-879-4520
www.disenvironmentalservices.com SCALE:
1"=4'
MARCH 2O21 I SHEET 4 of 6
10, O.C.
(TYP-)
(1) 1/2" X 6" SS LAG BOLT
(TYP) PER STRINGER
TO PILE LOCATION
2" X 8" P.T.
CROSS -TIE
)"X 8" P.T. STRINGER
6" O.C. (TYP)
MHW
2" X 8" P. T. DECKING
MLW
1) 5/8" SS THRU BOLT
TYP) PER PILE
7 BELOW DECK
RINE PILES
FINGER PIER, CATWALK, & LOWER LEVEL DOCK
PLAN VIEW DETAIL
Y
C0§wpL#4M(nz
III VARIES UA#I--y
1) 1/2" X 6" SS LAG BOLT
TYP) PER STRINGER
'0 PILE LOCATION
(1) 5/8' SS THRU BOLT
(TYP) PER PILE
2" X 8" P.T. STRINGER
16" O.C. (TYP)
X 8" P.T.
20SS-TIE
?"X 8" P. T. DECKING
0 BELOW DECK
MARINE PILES
FINGER PIER & CATWALK,
CROSS SECTION VIEW DETAIL
***NOTES***
ALL 8"0 MARINE DOCK PILES - MIN. PENETRATION V INTO RIVER BOTTOM
OR AS NECESSARY TO PROVIDE ADEQUATE STABILITY
2" X 8" P.T. DECKING NOT ALL SHOWN FOR CLARITY
DECKING WILL BE ATTACHED WITH #10 SS DECK SCREW X 3"
ALL HARDWARE ON THE DECK AND BELOW TO BE GRADE 304 (OR BETTER) SS
T Environmental DOCK DETAILS
Services, Inc. Jeffery & Natalie Klaas
1901 SW Yellowtail Avenue 151 N Naranja Avenue
Port Saint Lucie, FL 34953 Port St Lucie, Florida
PCN# 3419-530-0191-000-8
FILE c®Py
0' 1.5' 3'
ISOM
GRAPHIC SCALE
Paul Welch, Inc:
1984 SW Biltmore Street, 14
Port St. Lucie, FL 34984
MAR 2 3 2021 r
Paul Welch, PE No. 29945
Phone:772-215-3997 Fax.772-879-4520
www.dlsenvironmentalservices.com SCALE:
ill =3'
MARCH 2O21 1 SHEET 5 of 6
CODE COMPLOANCL-
STo LUopLc CoUjN-r '
BOCC
T
40'
101t PLATFORM
RUN
MIN
7-3/4" RISE
MAX
�91 / i•i
Ty--/ - j - - - - - - - - - - - -
�Y- -- -----
(1) 1/2" X 6" SS LAG BOLT
(TYP) PER STRINGER -
TO PILE LOCATION VARIES
(1) 5/8" SS BOLT -/ SUBSTRATE
(TYP) PER PILE
2' X 12" P.T.
STAIR STRINGER
16" O.C. (TYP)
2" X 8" P. T. DECKING
2" X 8" P.T. STRINGER / I 2" X 8" P.T. CROSS -TIE
16" O.C. (TYP)
8" 0 BELOW DECK I I
MARINE PILES FILE
COPY
-NOTES-
ALL 8"0 MARINE DOCK PILES - MIN. PENETRATION 8' INTO RIVER BOTTOM
OR AS NECESSARY TO PROVIDE ADEQUATE STABILITY
DECKING WILL BE ATTACHED WITH #10 SS DECK SCREW X 3"
ALL HARDWARE ON THE DECK AND BELOW TO BE GRADE 304 (OR BETTER) SS
LOWER LEVEL DOCK
qs Environmental CROSS SECTION VIEW
Services, Inc. Jeffery & Natalie Klaas
1901 SW Yellowtail Avenue 151 N Naranja Avenue
Port Saint Lucie, FL 34953 Port St Lucie, Florida
PCN# 3419-530-0191-000-8
0' 1.5' 3'
GRAPHIC SCALE
Paul Welch, Inc.
1984 SW Biltmore Street, A 14
Port St. Lucie, FL 34984
MAR 2 3 2021
Paul Welch, PE No. 29945
Phone:772-215-3997 Fax:772-879-4620
www.dlsenvironmentalservices.com SCALE:
1"=3'
MARCH 2O21 I SHEET 6 of 6