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HomeMy WebLinkAboutRevisions; Delete Bater Piles Within 6ft.OFFICE USE ONLY: DATE FILED: 2 REVISION FEE: PLANNING & DEVELOPMI BUILDING & CODE REGULA' 2300 VIRGINIA FORT PIERCE, FL (772) 464 APPLICATION FOR BUILD1P PROJECT INFORMA LOCATION/SITE ADDRESS: 117 QUEEN CATHERINA CT, FORT PIERCE, FL 34949 q0 PERMI s. 20 o'!D�13o RECEIPT # Pl CES DETAILED DESCRIPTION OF PROJECT REVISIONS: DELETE BATER PILES WITHIN 6 FT. +/ OF 90 DEGREE WALL CORNERS AND ADD 4' MIN. SOUTH RETURN WALL. CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: SCC 131151026 BUSINESS NAME: WILCO CONSTRUCTION INC. QUALIFIERS NAME: ROBERT WILLIAMS ADDRESS: 10751 ORANGE AVE CITY: FORT PIERCE STATE: FL PHONE (DAYTIME): 772-460-6928 OWNER/BUILDER INFORMATION: NAME: ANGELO TUMMINO ADDRESS: 31 EXCHANGE ST CITY: LYNN PHONE (DAYTEVIE: N/A STATE: MA ARCHITECT/ENGINEER INFORMATION: ST. LUCIE CO CERT. #: 29115 ZIP: '34945 FAX: 772-460-6929 FAX: N/A ZIP: 01901-1424 NAME: DANIEL PAUL RETHERFORD ADDRESS: 1402 HARTMAN RD CITY: FORT PIERCE STATE: FL ZIP: 34947 PHONE (DAYTIME): 772-224-9826 FAX: N/A SLCCC: 9123109 Revised 06130/17 -—:itsns1VN � ..i. 1 —.a —. Fmk-•'tlbLr.,3A' - I m fll � - ti+}tf" v ' ' � LrikafvwitJPafk; Yn6 ►,r.f�Fr� r�µMro — ' till r;O ViB Im mftn Project Location ??� � � '' .�- ��t espaaa ,'Nb :i ;•+:,'._ r,rl Pe� �Fwte ,. —10 f :V MA, 03,\ T Yes d, s tit. s ti ®p �. VI: �` r• V P I 4'' 1 i-=M\Y'tid'L} Y t' -•-!, .1 -'✓ f( i _f" �, .. 5 � h Ysnl c, 1:T2;224- 0.75' 1.5 3 mi` 0 C112 25 5km Dan!-- Ln = s2r36- UnLLI 1402 1.4 � n Road 130 S. Indian River Drive FOI,'t pce. A RDEA t�o Tumm � _ suite 202 11 ��-i''na _ourt Sheet 1 of 6 Fort Pierce, FL 34950 August 2020 Environmental Consultants (772) 577-4141 For 4949 ......... t JI, T Existing 445 SIF dock to be replaced Existing oatlift To Be Relocated ANQ Existing 117 LF seawall to be eplaced within 18 k�'.) inches 2i A 'I 0 1 :VA L P Existing Conditions ra In O la. Subject Property I I I I _ - I i Existing 117 LF seawall Total Shoreline 117 LF i 00, ®. �— I 86' ------- -' v .._.._. .._.._.._.._.._.._.._.._.._.. 3 _.._.._.._.._.._.._.._.._.._.._.._._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._..� Existing 1 n � Properly Line �.._.._.._.._.._.�_.._.._.._.._.._ Boatlift to , 0 s � m x g FVP No seagrasses i be 0 TgWmain Existing445 SF observed :_Relocated 3 ® marginal dock - O—In ZD®� Z 10 9 e:3>.3at4Qi P°° pa tial Canal Not to scale for permitting purposes only o� �A : a�rec��d 130 S. Indian River Drive O ' ) , A Q cath� I u t Fort Pierce, FL 34950 �`) Environmental Consultantis (772) 577-4141 .0 e, FL 34949 �© b � 9 JI �I d CL 2 a`� I I I I 1 _ I I I i i i� 1515 nxisting angroves. no impacts proposed Sheet 3 of 6 August 2020 1-� C= ED FVP _0EMIng ®M C TijtRemain m 0n �D® Z Z 70 40 -< M Proposed Work Subject Prope vi �I Proposed excavation of 400 SF (150 cy+/-) from Ki� uplands behind existing seawall to create new 2: boat basin (max -5' MLW depth) with new ai seawall to match proposed replacement seawall I i i exceee�pt at 16' i O G' snot i tter p*\es baker p� { cola\ i acot\,,05xt0r6 a 91 LF of existing 117 LF seawall to be replaced within 18 inches Total Proposed Seawall With All Improvements = 157 LF Prooppeertrt _.._.._.._.._.y Line _..._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._. _.._.._.._ Batter Piles 6' O.C. in Noseagrasses lieu of tiebacks observed Proposed 390 SF marginal dock to replace existing 445 SF marginal dock Daniel P.E. # Not to scale, for permitting purposes only 130 S. Indian River Drive A to TU RDEA -�= Suite 202 Fort Pierce, FL 34950 117 QU e� atheFi Ina CoLi Environmental Consultants (772) 577-4141 Fort , 349 --� 4' min. return wal (placed:12" inside — — — — — — —I property line, semie n as Proposed construe iomain, ,relocation of' 25, lwaii` existing I boatlift 10 LF of existing 117 LF seawall to be replaced within 18 inches al Canal txlsting I A Aangroves no impacts O proposed m Q Sheet 4 of 6 August 2020 Dock Access Section Thru Proposed ,Seavj6 M M _< m OU n 0 Om0 9 l� 0 — 'n ® zz® :f SGL Bolts, Nut, Washers CD 5/8" S.S. (304) w Nut Fully — 00 Threaded @ Bents 5 feet +/- 5/4" x 6" composite decking x"x6 Lags w/ minimal plank spacing. s for stringers Fasten w #10 3" SS (304) Screws, 2 per Stringer 2" x 8" P.T. SYP, 0.40 CCA treated stringers. 2" x 8" P.T. SYP, 0.40 CCA treated MHWL DBL bents - --------------------•- --- - CD Dock Access Plan View 5 feet +/- - 1,: __________ _____________ ___________ " ------ -------------- _____________ ---- 1 LJ rt C 6 e e :•r•r•r•r•r•r•r•� �y.ti ti �.ti.L.•.. ti. r•r r r.r•r•r•r '••ti ti•ti•ti-ti•ti• Barren River e C C C I ti..•.ti.ti.ti•1•ti.•..ti-. r•r•r.r•r•r•r.r•:.r• Bottom 1•ti•ti••.•L••.••.••.••.•5 / �•r•:•r•r•r•r•r �ti ti.•..ti.ti.L.ti•ti• • {•r•r.r.r.r.r.r.r.r. •.. ti.... ti.bL•S•5�.1.5 r•r r•r•r•r•.••r•r•r• ti•ti.r•r•r•r•r•r•r•r•r•r•r•r•r•r �5..ti.L-L.S�-ti.ti•ti•ti•'L.1.ti.L: •:t:1:L:ti:'•:..:L....ti•1-ti.ti.ti.ti-L.1-5 Min. 12" Dia. 2.5 CCA Treated Piles with 6' minimum embedment in sand or 4' minimum if rock present P.E. # Not to scale for permitting purposes onl 130 S. Indian River Drive t P ARIDEA Suite 202 Fort Pierce, FL 34950 Environmental Consultants ___� (772) 577-4141 Sg �117 n Fort Pie Stringers 16" spacing max. Center Stringers tied down with 2" x 4" x 12" 0.40 treated pine w 2PC 3" SS Screws @ ea member K-0 n N' The work specified herein has been designed and all work shall be in accordance with the 2020 FBC- 7th Edition. All codes referenced herein per the latest adopted edition, unless otherwise noted. kD1 ads to meet 2020 FBC - 7th Edition d as per ANSI/ASCE 7-16 170 MPH Exposure = D Importance Factor=1.0 TAbt44 o aa Court Sheet 5 of 6 August 2020 949 12" x 20" Concrete Cap, 5000 PSI w (4) #s Rebar continuous w 18" overlap 8" Vinyl Coated PT Wood Batter Pile MHVU). M -0 W 0 ` d ill _® 0 Fin00 #3 Ties, 24" O.C., 3" from outside edge of concrete Seawall Details & Return Wall Details E Concrete Cap w 5000 PSI Concrete (U v, v M +/- m w m N N G s �.. o U CU 0 - 0 D CL9900 —SG Sheet Piling EAR EL TKO s timers b" +�- U.L. 10 :(herpitirsgaridbftrpili!).::10 3/4" chamfer all 20" x 12" concrete cap exposed edge�� 20 w (4) #s, 60 KSI Reinf. Batters 6 +/- O.C. ;;.°�°ti°� i P°P°P°:•r'.:�,:°P•P•POp °P The work specified LY #3 Stirrup 24" O.C. 4l P d P a AP P•P P �° P•P.P.P•d.re P.d•P P herein has been °°�°�°~". J � P.P•h F.d or. P.. P fV ° designed and all work Batter connection to Ftir """""'f' °r •:1 shall be in accordance p / sheet Ile W 5 8" HDG ebp �fr �Q' r :bra Ae with the 2020 FBC - bolt &nut yP',•; 4 ^ties :"ti;:•;; e P :.P �Q% •P• •P.P.P.P 7th Edition. All codes Batter Piles not required r enced herein are (s) #s, 60 KSI Reba within 6 ft +/- of 900 corners #3 Stirrup �. z [3c'SnY a Diu, a�esadopted Cap Plan. :�A edit ras- Cap Section y0 9fd- 130 S. Indian River Drivel ag,� An Tummino Sheet 6 of 6 A RDEA Suite 202 ° i�wCe, Fort Pierce, FL 34950 r �'J o Qu atherina Court August 2020 Environmental Consultants (772) 577-4141 r% 2 For rce, FL 34949 d 7 I3 IV-,