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130 S.Indian River Drive Carol Lunt
A RDEA Suite 202 405 Nettles Blvd. Sheet 1 of 5
I Fort Pierce, FL 34950 April 2021
Environmental Consultani� (772)577-4141 Jensen Beach, FL 34957
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Y
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RDEA
1305. Indian River Drive Carol Lunt
� suite 202 405 Nettles Blvd Sheet 2 of 5
.
�I Fort Pierce, FL 34950 April 2021
Environmental Consultants (772)577-4141 Jensen Beach, FL 34957
Existing Conditions
r • Existing pilings
to remain
.` •
W N' bor Existing
q mit Number, ' k
Boatlift to
56-16 !$� Q➢®�-]EG b remain
��.
p HER
Southeast triet y No ````
VO% seagrasses
d► 7 observed
n f:Y • L
O `'�.E. i'J� t yv 111� 0/
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Existing5Z2SF s � do �• .` P'.3.,s 4 24347
p�oPe�V_..,• . Neighbor
Et FESS `'�
Boatlift
Neighbor
Dock
�d
Project Site `
',;� Indian`River Lagoon —
Jensen Beach to Jupiter
ptoperty&e ' f.: Inlet Aquatic Preserve
WaterbodY Width=600'+/-
130 S.Indian River Drive Carol Lunt
A RDEA Suite 202 Sheet 3 of 5
Fort Pierce, FL 34950 405 Nettles Blvd. April 2021
• Environmental Consultants (772)577-4141 Jensen Beach, FL 34957
Existing Conditions
• Existing pilings
to remain
k' y: Neighbor.
4 Permit Numb Existing
r Dock' ' �.` Boatlift to HER;p'�
S6-fl664i$2-®®fl-EcG ;b remain J� �� `
p Southeast District ti No `%�` ,/' „
�.
VIA, seograsses `.' H . �,`
observedth � � _ ¢s
ML GS [/•��`- ' rr 4 J' � Lam¢
4 , "
. ' /'
Proposed 568'S�F � " ,/
F. � Replacement Dock .' Neighbor �% u,1
i � >� /
`% Boatlift %, t
Neighbor, f,
w:
Dock '
Project Site
Indian River Lagoon —
' Jensen Beach to Jupiter
_ p,ope Inlet Aquatic Preserve
f" Waterbody Width=60041-
TA R D E
� 130 S.Indian River Drive Carol Lunt
� . suite 202 Sheet 4 of 5
Fort Pierce, FL 34950 405 Nettles Blvd. April 2021
Environmental Consultants (772)577-4141 Jensen Beach, FL 34957
Dock Access Section Thru Dock Access Plan View
Varies _
Outside Pilings
to be left 42" SGL Bolts,Nut,Washers
above finished 5/8"S.S.(304)w Nut Fully ------- -------------- __________-_-
deck elevation Threaded @ Bents ?` -
-------- ------------- ----- -
Varies
IF 2"x 6"#1 Marine Deck 0.40
k; ACQTreated Pine w/
_ X"x W Lags
for Stringers minimal plank spacing.
F Fasten w#10 3"SS(304)
Screws,2 per Stringer
�'
� 2"x 8"P.T.SYP,0.60 CCA treated
stringers.
0 F •yI�O---•-'-- 2"x 8"P.T.DBL benOs CA treated � n
- - _ - - - MHWL
- ------ - MLWL
4
VA
Permit Niber n) "' --_-_- --_--____----- _______-t§-`-
--------------- ____ - '
56-166482- R-�iG b
Stringers 24"
•r.r.r•r•r r.r.r.r.r.r.r:�.s. •s• s:�:�:s:�:1:r.s:r:r.r:r:r:r:r:r.r:r.
1;�ti ti.ti.•..L•1••.•1•L•tiK• ti•4•ti•ti•ti•5.•ti•S•LN spacing max.
r r•r•r•r r•r•r r•r•r•r r.r.r•r•r•r.r.r•r•r•
L•ti•ti�y••�•ti••.• 1••.•ti•S• rrA fiver Botto m• ti••.•ti•ti•1•L•ti•1•ti•1
Soutlll �r•r r.r r•r.r•r.r•r• _ Center Stringers tied down with
ti.ti. ti ti.•..•..S.ti.ti.ti.L.�
r•r•r.r• •I!t rtir r•rti:•r•r•r•r•r•r•r• _ 2"X 4"X 12"0.40treated pine w...M1.... ti ti•ti.•..ti.ti•ti•V..• • R. .•::.i•�i:.iti�tiitii�..1. L.�..ti•ti.ti•ti.ti.5 C�-�-•
,E �fe8t d Piles 213C 3"SS Screws @ ea member
p y w inimu 'lSed in
?� O1 d or4'minimum if sent
U $ '� <t. Na— The work specified herein has been designed and all work shall be in
Z V y B �.. accordance with the 2020 FBC-7th Edition.All codes referenced herein
C°"`' °" `' ``�'- ? 0 are per the latest adopted edition,unless otherwise noted.
P.E.sr "2AS Q � O P P
Design loads to meet 2020 FBC-7th Edition
��ra ��Q� dt., Wind Load as per ANSI/ASCE 7-16
Not to scale for a rm itti n U r o$ J Speed=170 MPH Exposure=D Importance Factor=1.0
130 S.Indian River Drive PRpFE5`'� Carol Lunt Sheet 5 of 5
A R D E A Suite 202 405 Nettles Blvd.
Fort Pierce, FL 34950 April 2021
�_ ; Environmental Consulta`ntj (772)577-4141 Jensen Beach, FL 34957