HomeMy WebLinkAboutSEAWALL DOCK LIFT PLANI , -,
"NOT IS***
- DESIGIN USING 6TH EDITION FBC, 2017
- LAYO 1"T PROVIDED BY ST LUCIE COUNTY PROPERTY APPRAISER MAP
TURBI ITY CURTAIN DURING SHEET PILE AND DOCK PILING INSTALL���
FOLL W MANATEE SAFETY PRACTICE AND SMALLTOOTH SAWFISH
DOCK( ND LIFT REPLACEMENT WITHIN EXACT FOOTPRINT AS ORIGINAL
PROPOSED CONCRETE CAP NOT SHOWN FOR CLARITY�.�
- NEW SEAWALL TO BE WITHIN 18" WET FACE TO WET FACE OF EXISTING
SEAW ILL
- DOCKA IFT EXTEND 18' INTO 100'WI[Mft*Ag4jjORAi�TACHMEN SABLE 25% WIDTH
ARE THE RESPONSIB RECEIVED
CONTRACTOROt T SINGLE
RESIDENCE
100, WI
FINGEI
18'
MR-1!IMANTA RAY
ANCH R x12'
@8' (x3)
INDIAN RIVER
Crow
100
i
13K BOATLIFT
PROPOSED DOCK
20x6 ACCESS PIER
36x6 TERMINAL PLATFORM-IgU OLANE AND ALL
336 SF AP19 20JEC`I' TO ANY-(
Fig(4IJIRRD I trwr6lims
9'-1.1
EX -POOL
�► SLAB
I
@8' OC W/ 2'x2'
DEADMAN ANCHOR
VINYL SHEET PILE
SEAWALL x12'
AUG 2 2 2018
ST. Lucie County, Permitting
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PETER KING �I
119 QUEEN FREDERIKA COURT
FT PIERCE, FL 34949 O 1
PARCEL ID: 1414-701-0033-000-6 y
8'' C (TYP)
WARY IN ORDER TO
ALL APPLICABLE CS
PROPOSED SEAWALL/DOCK/LIFT
PLAN VIEW
SCALE 1" = 30'
SCALE 1' = w
ore Marine Engineering Inc. DATE: 07.25.18
)ROS ROAD, PALM SPRINGS, FLORIDA 33461
PH (561) 951-6036
FL CERT OF AUTH #30254
DRAWN BY: CRC
9'-2"
ADJACENT SINGLE
FAMILY RESIDENCE
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cv, p " C'a
CHRISTOPHER R. C O HORE, PE
3o_ FLORIDA PE # 74580
PE M1®
FORT PIERC��P P_1
PROPOSED SEAWALL, DOCK EXTENSION, LIFT
PLAN VIEW SHEET OF
- DESI,
INFO
- PENE
- SILT
- NEW
- AT (3
W/ DI
-ALL F
- CON(
-ALL F
- #6 B/
- COAI
TIE B
N DIMENSIONS, SOIL PARAMETERS ARE BASED ON
MATION PROVIDED BY THE CLIENT.
'RATION OF VINYL SHEET PILE TO BE 6- (MIN).
=NCE AND TURBIDITY CURTAIN TO BE USED DURING INSTALLATION
VALL TO BE WITHIN 18" WET FACE TO WET FACE OF EXISTING SEAWALL
LOCATIONS NEAR EX -POOL SLAB EDGE, USE MR-1 x12' IN LIEU OF TIE BACK
\DMAN ANCHORS. SEE PLAN VIEW FOR LOCATIONS —NOTES***
:BAR TO BE GRADE 60 PER ASTM A615 t" CHAMFER ON ALL EXPOSED EDGES
BETE TO BE 5000 PSI
:BAR TO HAVE 3" (MIN) CONCRETE COVER
t OVERLAP IS 32" (MIN)
TAR EPDXY COAT (16 MIL MIN) FIRST 3' (MIN) OF
CK RODS NEAR CAP 3°_T_
11 PROPOSED 18"x18"
j CONCRETE CAP
W/ #6 @ 5" OCEW,
#3 jSTIRRUPS @ 12" OC
'ROPOSED VANGUARD
STANDARD GRAY
VI YL SHEET PILE x12'
LAI:,.T
\ \ 6' MIN
- FIVE (5) 10 NAILS PER 2x8 ANCHOR PER RAIL
PROPOSED 2x8 (TYP)
� 21�
— -- ot„
2'
FRdNT VIEW SIDE VIEW
SCALE 1" = 3'
RECEIVEAPermitting
AUG 2 2'
L
T. Lucie•Counfy,
T-5.,
3"
1'-L-1
#6 @ 5" OCEW
#3 STIRRUP
@ 12" OC
PROPOSED REINFORCED CONCRETE CAP DETAILS
SCALE 1" = 2'
UPLAND X/
X7\
TIE BACK ROD @8 OC
EADMAN ANCHORS
9 `' A BLE
PROPOSED SEAWALL
TYPICAL CROSS-SECTION VIEW
SCALE 1" = 4'
CHRISTOPHER R. C OUSHORE, PE
FLORIDA PE # 74580
SCALE: AS NOTED
Crou hore Marine Engineering Inc. DATE 07.25.18 PETER K
100 ill NDROS ROAD, PALM SPRINGS, FLORIDA 33461 FORT PIED ® C� �7 _
PH (561) 951-6036 �`
i FL CERT OF AUTH #30254 PROPOSED SEAWALL, DOCK EXTENSIbN, IlV
DRAWN BY: CRC TYPICAL CROSS-SECTION VIEW -SEAWALL'``• SHEET 2OF4
- 2x6 DECKING NOT SHOWN FOR CLARITY
- SEE dS VIEW FOR MORE DETAILS
T.ECFIVED
AUG 2 2 `93's)l
ST. Lucie County, Permitting
PROPOSED DOCK
DETAILED PLAN VIEW
SCALE 1" =10'
9"Oi PII F A'
ION
-TIES
3ERS
VIAX)
$ t tl l l,b
01 VL
CHRISTOPHER R. CROLISHORE, PE
FLORIDA PE # 74580
SCALE: 1' -10'
CrouslL�ihore Marine Engineering Inc. DATE: 07.25.18 PETER KING�I4e
100 ANDROS ROAD, PALM SPRINGS, FLORIDA33461 FORT PIERCE, Ft' C' _
PH (561) 951-6036 or
FL CERT OF AUTH #30254 PROPOSED SEAWALL, DOCK EXTENSION, LIFT'
DRAWN BY: CRC DETAILED PLAN VIEW - DOCK &LIFT SHEET 3 OF
***NOTH'S***
- ALL W OD TO BE SYP GRADE #1 OR BETTER
- ALL HlRDWARE TO BE HDG UNLESS NOTED
- 2x6 P 'IDECKBOARDS CONNECTED TO 2x8 STRINGER WITH #10 SS DECK SCREWS
- 2 PER bOARD PER STRINGER
- INTERIOR STRINGERS CONNECTED TO 2x8 CROSS -TIE VIA #10 TOE NAIL
- OUTSI , E STRINGERS CONNECTED TO 9"0 MARINE PILE W/ (1) %" 0 BOLT/PILE
- 2x8 CROSS -TIES CONNECTED TO 9"0 MARINE PILE W/ (2) %"0 BOLT/PILE
- PT AS , OLLOWS: 2.50 CCA FOR MARINE PILES, 0.60 CCA FOR SUB -FRAMING
0.40 A ��,Q FOR DECKBOARD
- ROPE RAIL ALONG ACCESS PIER
RECEIVED
AUG 2 2 201B
ST. Lucie County, P(kCt-0IrtIn9
MHW
6'
T-6" I I
a
2x6 PT DECKBOARD
2x8 STRINGER @ 18" OC
(MAX)
2x8 CROSS -TIE (TYP)
5/" 0 BOLT ASSEMBLY KIT (TYP)
INCLUDES: 5/"0 BOLT, 3" FLAT
WASHER, %" ID HEX NUT
I� I
9"0 PILE (TYP)
VARIES 1H
II
IX
PROPOSED DOCK
TYPICAL CROSS-SECTION VIEW CHRISTOPHER R. CROUSHORE, PE
SCALE 1" = 3' FLORIDA PE # 74580
SCALE: 1' = T
Crou hore Marine Engineering Inc. DATE: 0725.18
1
1001!'ANDROS ROAD, PALM SPRINGS, FLORIDA 33461
PH (561) 951-6036
FL CERT OF AUTH #30254
DRAWN BY: CRC
PETER KING, C .
FORT PIERCE, FL oRP S
PROPOSED SEAWALL, DOCK EXTENSION, LIFT
TYPICAL CROSS-SECTION VIEW -DOCK SHEET 4OF4