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HomeMy WebLinkAboutACCESS PIER - TERMINAL PLAN VIEWAccess Pier & Tenninal Section Thru 1 36'-42' 4' +1 . Handrails & ��— Intermediate rail #tong access & landward edge of terminal All Bolts 5u8', H.D. Gelv. 2"x 6" Decking w MO plank spacing. Pilings Jetted to a minimum depth of Wand as i necessary to provide adequate hearing and stabity 1 I Richard & Lorraine Lewis Lot 1, Block 2, Parcel T Hidden River Estates! Tax I.D. 3427-701-0025-00013 2'x 8'CCA treated stringers, lap spliced 2"x 8" CCA trastad cross braces 8'Dia. CCA treated piles Access Pier & Terminal - Plan View .4---- vades See plan details for access & terminal dimensions Singer Counf <4'Wide Two 4'— W Wide Three B' Wide Four -IT REGEN �G En�UOn.6 Dep Pori St. U thinger(s) toe Nailed w SS Ring Shank Nails SCANNED BY St. biriprni1/1l1f Scale. 1" = 30' Design & Drawing by. bil Jerner & Associates, Inc. Data. 1 o/g/03 Environmental Consulting 110 SW 5a Street, Stuart A34994 Ph.(772)283-295WAF c(772)283.2760 Sheet 4 of 4 fyd'Yy ,e. �U LU 0 0 Weiland Boundary Section Thru Richard & Lorraine Lewis Lot 1, Block Z Parcel 1 Hidden River Estates Tax 1. D. 3427-701-0025-00013 J �nr7�L+ Revised 511910 Scale: Dimensioned Design & Drawing by., bd Jerner & Associates, Inc. Date: 1019103 Environmental Consulting 110 SW Su Street, Stuart FL 34994 Pb.(772)183-2950/Far (771)283-2760 Sheet 3 of 4 g O Access Pier & Terminal Access Pier & Terminal Section Thru Plan View Handrails & Intermediate rail along access & landward edge of Varies terminal o y m r9„ m •"G C N [Nil C'l All Bolls 518" i+P_. _._. _._._._..--.-.-._._._._; .o m A c .e �Cf - 36'-42' Stainless m ®i2va , j I m in O Varies "� (� Ingo 5 to n + z \e �gLo® a i NG+ I :i 2"x 6"Decking w pX" plank spacing w O Z Stainless Screws z to 1 mEn Ao I m 4 4 +/-! 10'to 12' ^' o o Q„ •� 2"x 8'CCA treated i I O.C. � stringers, butt spliced w Z 'I 4'x2"x8"Scab Obl. !j i�� m �y N o .............. .........--........,..... = ......MHW...... Bolted on r ......................:: :........................ . ....MLW........ 2"x 8" CCA treated cross braces a"Dia. CCA Center Stringer(s) toe Nailed w SS treated piles Stringer Count Ring Shank Nails <4'IMde Two SCANNED 4'-6'Wide Three 8'Wde Four PAUL WELCH INC. BY MECH-ELECT-CIVIL ENG 0 Pilings jetted to a minimum depth of 6' and as S't �I11IP i' 1984 BILTMORE ST. N114 necessary to provide adequate bearing and stability nllnflf PORT ST. LUCIE, FL 34984 PAUL WELCH, P.E. FLA REG NO 29Wb ` See plan details for access & terminal dimensions I . Scale: 1" = 30' Richard &Lorraine Lewis Design&Drawingby:6jj Sheet 4of4 Lot 1, Block 2, Parcel 1 Jerner &Associates, Inc. Date: 10/9/03'` Environmeme( Consulting Hidden River Estates 110 SW50 Street, Stuart FL 34994 Ph.(772)283-29501F= (772)283-2760 Tax 1. D. 3427-701-0025-000/3 '8 2007 i ,. zy);L M, 7C Hz XI�U' tX .ROBEPT-J,KOLP-PE�-ho,JlI 0JYE-NORT1-- JUPITER K; 3j478 . .... ..... - 4 �61 0 z ew er K 12 co 7,<s; / Ksl' _ �,� _ Ks; I I �_�,, S S -Xxivso 0 L FmILE Y o u 10 12 to cc Rg 3 5 6 7 o m m®mom w ®m� m o®mm - . a ® I . Lu cm NOT NMEMRILY CAMS CUT Tu mum 0 can ►. i\ 19 APR 0 r f] Q70 �3/8 SS tQCK VASKR 0 f4� > Q� l[�7�KTlIIrf3'i:fi l�:fi7/:r1i6:3■12G15 16{7 8 m01 caBn•a�:+•:rr.t+•1E/-:ur_Li �OpS- BUNK BRACKET 'A' 4— Box BS ©�' �f p� i f jf; (t'Dvr.s i'.1 .. 1 i c 1 ,� Yti d �Y3 <• 7ESr i ;1i'ltl aD �it;llE �Gf"�!i rJ x'7'�30 14 ANO !]tJE >L4 93 7 7 57"E 7" 598'3S'$7"jO y µ sr . f_QT 2i7 n +• . . ".t . ' J^af7?I!Yy .. r l `t . 1 ; _ .f .RliiBJoe 77 nv. A : ��•.. •• ,• a ;> , ". L i^ f • LlNkA7rEo x y , rar ,. aiy,,. • r.ww ' ACREAGE. ;" t L ART aiorY,19r ; o , air .a. t N89'47 0¢ E i, - 9LLOC !} ( Ytii4ly Z "� LOT f r!Fe (put KAI) kk. AC-uE tom. C+7 sb•G22rYIr m Fum r • lYl tat 8) L PAUL WELCH INC. 4 SSW47 ��.'' �,1ECH-ELEGY-CIVIL ENG I 165.07 �'+' ! `$984 BILTMORE ST. #114 i PORT ST. LUCIE, FL 3404 PAUL WELCH, P,UE. FLA BEG NO 29946 F ' f +d0£:90 LO 90 hf pm� �F C O` . t qbl Q at' "" ` M roJaLPontlApple M&M VepMk)n aqg I. Section Thru Richard & Lorraine Lewis Lot 1, Block 2, Parcel 1 Hidden River. Estates Tax.l.D. 3427-709-0025-000/3_; . PAUL WELCH INC. MECH-ELECT-CIVIL ENG 1984 BILTMORE ST. #114 PORT ST. LUCIE, FL 34984 PAUL WELCH, P.E. FLA REG NO 29945 - Revised r Design&Drawing by. ti Sheet 3 of4 Jerner & Associates, Inc. Date:.�Or9l03' EriulronnreraalConsalang nr -J1OSW5*&m1,ShwiFL34994. Ph(772)243-2950/Fax 1772)283-2760 42007. _ Access Pier & Terminal ; Access Pier & Terminal Section Thru II Plan View Handralls& f —Intermediate rail � Along access & -- Vades + F_ r�l landward edge of 36'-42' i 4' P. terminal 1 All Bolts 518'. H.D. GaN. Vedas 2"x 6" Decking w X" plank spacing. 2"x 8"CCA treated stringers, lap spi/oed 2"x 8" CCA treated cross braces �I L—' , I � i I ,I---------------- �I RECEN OC i dap Port' 8" D1a. CCA Center Stdng8r(s) toe Nailed w SS treatedplles StdnnerCounf Ring Shank Nails <4' Wide Two } I de Three 8' Wide Four Pilings jetted to a minimum depth of Wand as I necessary to provide adequate bearing and stability • See plan details for access & terminal dimensions ' I Scale: 1" = 30' Richard & Lorraine Lewis Design & Drawing ocia a bg Sheet 4 of 4 Lot 1 Block 2 Parcel Jerner 8c Associates, Inc. Date: 10/g/03 r r Environmental Consulting Hidden River Estates! IIaSWS+Slreer,ShrarrFl34994 Ph.(772)283.295W F= (772)283-2760 Tax I.D. 3427-701-0025-00013 a gni Pond Apple Marsh Vegetation Welland Boundary Section Thru Richard & Lorraine Lewis Lot 1, Block 2, Parcel 1 Hidden River Estates Tax 1. D. 3427-701-0025-00013 mlw vQ Revised 511916 Scale., Dimensioned Design & Drawing by: bit Jerner & Associates, Inc. Date: 10/9/03 Environmental Consulting 110 SW 56 Street, Stuart FL 34994 Ph.(772)283-29501 F= (771)183-1760 C7 Sheet 3 of 4