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Home My WebLink AboutARDEA ENVIORNMENTAL PAPERWORKLocation Map { ,,a.,r.or ; A7��Slue won -� - . 1 ,,�.,•�, . 3rca�m Oil e ue to ' ,•} _ '" 4k'\% SCANNED Project Site 1 �, BY. ,u q, Stlucie County tr \In' •y - IA49G • ImJun Rpu � DanieFP2t� h rd; E. E. 1402 Ha '!+Y' `�...•A `,� i �9�minN' Fort PIOrC a; \\�\ Nugust 13. 2018 1:18,056 O n1 OA5 0.9M , r I • r—.—r—1� 0 0,35, 0.7 1Adn A R D EA 130 S. Indian River Drive Ken Forrest Suite zoz Sheet 1 of 8 Fort Pierce, FL 34950 140 Commonwealth Court January 7, 2019 r Environmental Cons0tants. (772) 577-4141 Hutchinson Island, FL 34949 M .t A R D EA130 S. Indian River Suite rive Fort Pierce, FL 34950 Environmental Consallent� (772) 577-4141 Ken Forrest 140 Commonwealth Court Hutchinson Island, FL 34949 If; HN 4 Sheet 2 of 8 January 7, 2019 LN 7 U t v a 0 u 0 N .Property Line . a 23 Majestic Way Existing wood dock 197SF - -2.5' MLW (approx.) �—i , � - -3.0' MLW (approx.) / ,--4.0'MLW / , , -5.0' MLW (approx.) l ' 1 I 12'x Residential Canal 2.5'' platform tol I , be remove I � , I � 1 1 � I I ' I 1 .. _ ..I... . l _ . . Approximate Riparian Line A R D EA130 S. Indian River Suite Forrt Pie? e, FL Drive 34950 Environmental Consultants (772) 577-4141 Existing Conditions All dimensions: approximate, not to Ken Forrest 140 Commonwealth Court Hutchinson Island, FL 34949 In ul Re or `• �o, Q! x. t m Roan = Iii��M%e, 34947 , �j scafta;`approval only Sheet 3 of 8 January 7, 2019 Section A *' 140 Commonwealth Court Section B 4 23 Majestic Way Existing 192 square foot dock to be removed and replaced, along with iroposed 70 SF triangle as one structure. v v• m v v v. v v••• ev -2.5' MI 1lfrrryj 41111. Dani e rf P.E.7�5OLt �, Q Q 1402 Fort PE �t�+�1 349.7 Turbidity Control Limits (approx.) Approximate maintenance dredge area In red 18'x32'to-5'MLW �tdkd_ <35 cubic yards -0.0'MLW (approx.) • 5.0'OLW (approx.) �. ° Residential Canal oposed 1 e Proposed Work: *Dock Removal *Boatlift Removal *Maintenance Dredge *Dock Replacement and Addition *Boatlift Replacement Pr 13KBod``tlift � i NOTE: Spoil material to be removed 13.5'xp either to spoil containment area I a Proposed -70 SF permitted under Queens Cove —35'— _.- -1- - ; : m dock addition maintenance dredge 56-039241-007- 5' x 28' x 28.5' EE or transported to appropriate • e triangle (approx.) Dock Replacement upland facility by the contractor once and Dock Addition selected. No dewatering or return to 5' S •••••.r.......... =262 SF total surface waters is proposed. •v v+v sieamv=vvm�°=emve=ecvm� 'ate ar Approximate Riparian Line d hed)ne All dimensions: approximate, not to scale, for permit approval only 130 S. Indian River Drive Suite A R D EA Fort PieOrz e, FL 349 O Environmental Consultants (772) 577-4141 Ken Forrest 140 Commonwealth Court Sheet 4 of 8 Hutchinson Island, FL 34949 January 7, 2019 Frig-. 14044m• nalQ�toad a 0O• z Section Aq%26 3494V Q� ` Existing Dock `••4. f6•`\� Existing NOTE: Spoil materiYhHiie`removed Mangrove Fringe Dock Detail either to spoil containment area (No .Proposed changes) S' Deck permitted under Queens Cove Added to maintenance dredge 56-039241-007- Sheet 8 EE or transported to appropriate upland facility by the contractor once Turbidity selected. No dewatering or return to surface waters is proposed. IBarrier 1 Turbidity 3, 1 Barrier (e (Ir V) 1 'MHWL c "'MLW 'x W APProxrrhar e Residential Canal 1 1 a (variesl °n°m 1 • -2.5' MLW (approx.) 1 Approximate 1 Slope% Maintenance1 1 "2:1 Dredge Limits cY 1 max. <35 ' -- -- ...................................................... .................. -5' MLW (approx.) -5' MLW (approx.j All dimensions: approximate, not to scale, for permit approval only 130 S. Indian River Drive Ken Forrest A R D EA Suite 140 Commonwealth Court Sheet 5 of S Environmental Consultan_cs, Fort Pierce, FL 34950 (772) 577-4141 Hutchinson Island, FL 34949 January 7, 2019 -8-10" wood piles +' ^ j lt) U_ ' W O rr O (?' nRo Sect FL347�,y Z. l � NOTE: SpdtfeMaOM'(W&oved Existing Dock either to spolff11aw"Ment area permitted under Queens Cove 5' Deck 5' Deck maintenance dredge 56-039241-007- EE or transported to appropriate upland facility by the contractor once selected. No dewatering or return to surface waters is proposed. 'Barrier Dock Detail Added to iSheet 8 Turbidity ' Barrier 1 -MHWL •"MLW Approx/orate Bot (varle.) tom A 130 S. Indian River Drive Suite 202 R D EA Fort Pierce, FL 34950 Environmental Constiltant�s, (772) 577-4141 Residential Canal -2.5' MLW (approx.) Approximate Slope Maintenance I ' •2:1 Dredge Limits max. <35 cy i .............. ............................................. 5' MLW (approx.) -5' MLW (approx:f' All domensffionsa approximate n or permit approval Ken Forrest 140 Commonwealth Court Sheet 6 of 8 Hutchinson Island, FL 34949 January 7, 2019 EQ111� BOAT LIFT rOP•CARRIER BEAMS AND MOUNTING BRACKETS COMPLY WITH WINO LOAD REQUIREMENTS Or THE NY rDMON (241;1 rLORIDA BDILDINO CCLc, PER ASCC 7-10. AAD PER Of=' LOAD REQUIREMENTS Or 7NE joss EDIpDN ALUMINUM ASSOCIAV--'e ALUMINUM DCSIGN RAN BEAMS AND MOUNTING DRAL PaTAU£D PER W7SE ATMUCDON L== U WATE DEDW VINO, SPI 1E0 MPH (fKPOSURE CAIrGORr C BOATS ARE TO BE FSIDO CD FROM LVTS RROR TO A U& R WID n PlvkS PRMG.PENETRATION TO BE 10' INTO THE SAND BCTTCU OR S' INTO ROCK STRATA, SUB -SURFACE CONDINONS CAN . VARY CRLATLY, 7HE CDN7RUCTOR SHALL VERIFY ALL PILE CAPACIRES TO COMPLY WITH 2017 ram ALL'PlUNOS TO or I D' MINIMUM DIAMETER 2.a C.C.A PRESSURE rR£A rED WOOD, PRC-STRESSED CONCRETE OR COMPARABLE EQUIVALENT, EEECYRal RINna 1 w LLLCV=MOTOR 126 AMPS O IISV UCH AA AMR$ 0 220V rAOI QUANTNY. 2 TOTAL WATTS 29N rma m Tr�trwav; I Oft CCWaH6S MAS fdTNN211LD' 0.RA E4C PAfPARID sPEDswurrrLR Ltsrajrer. 16,600!F CUDA CEAR [ag B0.4 R� WIZROALIFT (20J7 FBC) fMT�� It x9ML=L N15BAIL• 1,1AB RLV. 1 l-0DO-SII-07Js ..ieD1-tiQattvn R D EA 130 S. Indian River Drive SuiteA Environmental Consultants Fort PieOr? e, FL 34950 (772)577-4141 Ken Forrest 140 Commonwealth Court Hutchinson Island, FL 34949 Sheet 7 of 8 January 7, 2019 ant it kiz,, Dock Access Section Thru SGL Bolts, Nut, Washers 5/8" S.S.(304) w Nut Fully - Threaded @ Bents ■� 5 feet +/- 2"x6" Tropical k1 Decking ]5'xs'lags w/minimal plank spacing, ` re, stringers 2"x P.T. trim on cutedges. Fasten wk103"SS (304) Screws, 2 per Stringer 2" x 8" P.T. SYP, 0.40 ACQtreated stringers. 2" x 8" P.T. SYP, 0.60 ACQtreated DBL bents - - • .._._ MLWL.. REVIEW FOR CODE COMPLIANCE ST. LUCpIE COUNTY iB0 �• r.r.ror.r.r.r.r.r. r...�.....�..................r:�:r:r:r.r.r:r:r.r. 1.1•L•}.1.1•}•4•M1•M1•1+1• L•L•L•L•L•L•L•L•+ tr.r•r.ry?•+, •(;rtryr•r.{ iryr1?{{tr.r•r•r.r.r. Barren River Bottom )•yy}S}4}+ L•L•M1•L•NL• �1�1�1i4i4i1{}.L•1.1 i`{:f+�+L+{+a:i{{:i:{{isisisi:•r.r.r.r.rM1r.r.r.r.r.r•r.nr.r.r.r.r.r.r.r. . 111 111 4•M1•M1•4.111. .l.l•4.M1•1•L•L. L.4.4.4.4•L•4.4.+ Min. 9" Dla. 2.5 CCATreated Piles with 6' minimum embedment of to scale. for A R D EA 130 S. Indian River Drive Suite 202 Fort Pierce, FL 34950 Environmental Consult„ ante, (772)577-4141 ittina au P.E. XMSE- �V Dock Access Nam d Fort Pied 14W47 5 feet +/- tl r�lllprl•' ■ all oil 11■ ur 'll m W u■ 11■ stringers W spacing max. Center Stringers tied down with 2" x 4" x 12" 0.40 treated pine w 2PC 3" SS Screws @ ea member C i. h N Design Windload Information Code: FBC 2017 6'a ADD/FRC 2017/ASCE 7-10 Wind Speed: 170 MPH, 3 Second Gust Exposure "D" Importance Factor: 1.0 Internal Pressure Coeff.: 0.00 o n lv Height: <10 Ft. Mean Ken Forrest 140 Commonwealth Court Hutchinson Island, FL 34949 Sheet 8 of 8 June 27, 2019