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HomeMy WebLinkAboutSITE PLANelk, 03 6, Y raj PROJECT SITE V 4g -Al ......... .......... - -, .. ........................ ........... ..... . ... ........ 14 -A� R 7 17 Cr 0=1 z tj -j1 3: SD IA .Jt UJ Z-:Dcc E3 f< J) I l4KL L:5 *-shU. 211M 0 ST LUCIE COUNTY BY St. I ude (`©Lint, V r Fd-e' loth Num Ores PahLuke p 3% 09d INXIe i ftlfoilpl .. ....... . ......... . ........... ....... ............. , ugut -44 SECTION A TOWNSHIP 37 SOUTH, RANGE 40 EAST Environmental S ervices, Inc. 19011 SW Yellowtail Avenue Port S;untLuCIe.LFL 34953 Phone: 772-215-3997 Fax: 772-U94520 www.disenviminmerbilserviemcom Location Map Robert Quinn kit , 0�11 3062 NW Radcliff Way Palm City, Florida FILE COP PCN# "25-703-0022-0005 awe U.T.S. T— JAN 2018 SHEET 1 of 4 PAUL WELCH INC. / MECH-ELECT-CIVIL ENG. 19E4 BILTMORE ST. #114 NOTES: PORT SAINT LUCIE, FL 34984 1. RESOURCE SURVEY PERFORMED BYDLSENVIRONMENTAL SERVICES ON911117 PAUL WELCH P.E. 2 NO SUBMERGED RESOURCES PRESENT INSURVEYAREA FLA REG NO.29945 9: BOTTOM SEDIMENTS AREA DARK SANDISILT MIXTURE nrr 1 7 nnln Environmental 2016 Aerial with Resource Survey Robert Quinn ServicesInc. ,, 3062 NW Radcliff Way 1901 SINYellowtail Avenue Port Saint Lucia, FL 94953 Palm City, Florida PCN# 4425-703.0022-000-5 Phone: 772-21541997 Fax. 772-879d520 wwwAlsenvironmentaiservioes.com. scKe N.T.S. —d/#M 26#8 ^�N~zof4 NORTH FORK ST. LUCIE RPJER PROPOSED14't X14'2 WATERBODY WIDTH 4,220i BOAT LIFT 16, _—.---.—. 1 1 1 1 tar 1 APPROXBMATE 1 .- - _ _.-.-.-.�.-.-.... _ _ MEAN HIGH WATER LINE n 1 i I 1 Q) I 1 1 1 nl 1 1 1 1 1 1 1 1 1 1 U 1 1 LLI 1 I !] 1 1 I 1 1 1 1 1 I 1 , I -. 41.5' J11N5_2A'RAMP -t 0) UPLANDS -" (7 (jW*JLLIaQ� Z.I�u-a:E 4• ! OUwUUO _ Jf.(r�-IZ SHORELINE LENGTH. w W (U'2 .- � LU 3W�ZJs 952 LF. NOTES: 1. ELEVATION DATUM IS ML MHW=-0.43NAVD8S M =-1.35 NAVOBS �W�Ha L6 C- 2. PROPOSED WORK IS TO NSTRUCTA 4'WIDE BY I4T LONG ACCESS(FROM MEAN HIGH WATER) 50)CC ENDING INA ID'X 16'CO ED PLATFORM, AND INSTALLTWO MOORING AREAS,. ONE OF WHICH WILL BEA BOAT LIFT 0. 3. TOTAL SQUARE FOOTAGE OFppROPOSED DOCK WATERWARD OF MEAN HIGH WATER =748 SO. Fr. 4. RESOURCE SURVEY PEFORMED ON.911/17 BY DLS ENVIRONMENTALSERVICES-NO SUBMERGED RESOURCES PRESENT S. ALL DOCK PILES TO BE B'O OR 12.0 WOOD PILESSPACED 1 D'' O.G (TYPJ, AND WRAPPED IN INDUSTRY STANDARD INERT, NON -LEACHING MATERIAL S. ALL DECKING TO BE Y X 6' PVC OR COMPOSITE DECKING WITH NO SET SPACING BETWEEN DECKBOARDS 7. PROPOSED DOCK CONSISTS OF (30) B'0 DOCK PILES, (6) 12.0 PILES FOR PLATFORM. AND (10)12- BOAT UFTIMOORING PILES Environmental 1?s Inc. Proposed Plan View Robert Quinn ervices, reu Avenue 3062 NW Raddiff Way Port Saint d% F Port SairR LuUe, FL 30953 Palm C',{,� Florida ••ls PCN# "25-703-0022-000-5 Phwle: 772-2153997 Fax: 772$79.4520 1"=20' 1 WrEZT3Qf4 v w dlsenviromnenmiserviees.eom 3 NOTES: 1. ELEVATION DATUM ISMLW MHW=-DA3NAVDBS MLV Z PROPOSED WORK ISTO CC ENDING IN A 1o'X 16, COVI 3. TOTAL SQUARE FOOTAGE f 4. RESOURCE SURVEY PEFOF S. ALL DOCK PILES TO BE 8*0 0. ALL DECKINGTO BE 2' X 8' wil—E —Mims mills Z7 IMMMINIME10 mffi�m.-.Ww�w I I BREAKUNE J e_. PVC OR COMPOSITE e e WILL BE A BOAT LIFT N C'rJ a� VW1k_jLLi w2 35j u III S�y �IJUU_jWZ 3 J3W LLUmaaQ¢ Uj�S a , NON -LEACHING MATERIAL 1?s Environmental Overall Cross Section View TT Robert Quinn Services, lI1C_ 3062 NW Radcliff Way 1901 Sw Yellowmi I Avenue Pert Salts Lude, FL 349S3 Palm City, Florida PCN# 4425-703-0022-000-5 Phone: 772,2153997 fax: 772-0794520 wwwAsenvironmen<alsemicmeom SCALE 1"=20' of4 HANRAILsWPICKETsWHEREDECK Pier Section Thru Pier Plan View HEIGHT > 30" ABOVE GRADE 2"X 6" SYP CAP SECURE W #1 o x w21" SS SCREW ra" 0 C {Y ` y y a a, r 1 'QI vt 411 lb r S 1. 6 . • 2"X4"HORIZONTALS i. }' Piles 101Max. O.C. (1) /, SS LAG BOLT, 8 WASHERS TOP 8 BOTTOM 2"X 4" (2) #10 x 2 1/2" SS SCREWS TOP B BOTTOM/PICKET Live Load 40 lbs. / Sq Ft Dead Load 5lbs. / Sq Ft SGL Bolts, Nut, m Washers 5/8" H.D. Galv. Or S. S. (304) I Nut Fully Threaded 4'to 10' 2"x 6"SYP Decking II pp E{ jj Mintmal plank spacir Fasten w #10 2.5" .2 • (304) Screws, 2 pe 'v Stringer 2"x 8" P.T. SYP, .4 ACQ treated stringen MHW be butt jointed, but MLW joints to be staggere 2"x 8" P.T. SYP, .4 n ACQ treated DBL bel A rn y "."."."ll- Min. 8"Dia. 2.5 4 CA treated piles 1984 BILTM01 PORT SAINT LUC ST. #114 FL" L 34984 PAUL WEL REM N H P.E. .29945/ Pilings jetted to a minimum depth of Wand as necessary to provide adequate beating and stability p�t�A M ✓ �'i DEC 3 2019 WMITAft 3062 NW RADCLIFFE WAY PALM CITY SCANNED BY Design&Drawingby -A Jerner & Associates, Inc. Environmental Consulting 2537SEAIfonsoAvc PurtSLLucieFL34952 �. Ph.(772)283.2950 jernerQbellsouth.net Center Stringer(s) toe Nailed w (2) #16 SS (304) Ring Shank Nails @ Each Bent, Outside Stringers Face Nailed w #16 SS (304) Ring Shank Nails (See Nail Pattern Below) Date: 9130119 EXHIBIT A � NORTH FORK ST. LUCIE RIVER PROPOSED W1 X 14'3 WATERBODY WIDTH 4,2201 BOAT LIFT COVERED PLATFORM (NOT ENCLOSED) 4.0 1 I T I 1 � 25' -!I }Ij 3 8 b Om 1 1 1 1 1 1 I I 1 1 •I I I 1 I � I • 1 1 1 I 1 1 I 1 1 -3.0 .—.—._.— '. _ _ _ _ _ _.�._._._._. i --r— �—•—.—.—, APPROXIMATE APPROXIMATE i i RIPARIAN LINE RIPARIAN LINE 1 I 1 1 1 I i 1 I ; 1 1 I _ —..T.�-2.0 __� , I 1 I I iar 1 ' � 1 I r _ _ APPROXIMATE L.......... _ _ _ _ _ _ _ __ —' ' -1 MEAN HIGH WATER LINE I I I I I I 1 ; I 1 i 1 i i � I i 1 i i I I � 1 41.5' 1S'-20' RAMP IN UPLANDS I4I SCANNLL, SHORELINE LENGTH �+ BY NOTES: 95s LF. Spt. Lucie ` "-w, 1, ELEVATION DATUM IS ML MHW=-0.43NAVD88 M a-1.36 NAVD 88 2. PROPOSED WORK ISTO NSTRUCT A,4. WIDE BY 14T LONG ACCESS (FROM MEAN HIGH WATER) ENDING IN A 10'X 16' CO ERED PLATFORM. AND INSTALLTWO MOORING AREAS, ONE OF WHICH WILL BE 80AT LIFT 3. TOTAL SQUARE FOOTAGE OF PROPOSED DOCK WATERWARD OF MEAN HIGH WATER 6748 SO. FT. 4. RESOURCE SURVEY PEFORMED ON 911117 BY DLS ENVIRONMENTAL SERVICES- NO SUBMERGED RESOURCES PRESEN S. ALL DOCK PILESTO BE 8'0 OR 170 WOOD PILES SPACED 10*O,C.(TYPJ, AND WRAPPED IN INDUSTRY STANDARD INER' 6. ALL DECKINGT08E Y X 6"PVC OR COMPOSITE DECKING WITH NO SET SPACING BETWEEN DECKBOARDS 7. PROPOSEDDOCKCONSISTS OF(30)e-O DOCK PILES Environmental Services, Inc. 1901 SW VellOWtall Avenue Port Saint Lucle, FL 34953 Phone: 772-216.3997 Fax: 772-8794520 www.disenvironmentalsomims.com � xhibit 2 Application No. 1 Plan View Robert Quinn 3062 NW Radcliff Way Palm City, Florida PCN# 4426-703-0022-000-5 JAN 2018 OEM w ul SHEET 3 of 4 of w 14r DOC9A C r (FROM MHW( - PLA7FORU NOTES: 1. ELEVATION DATUM IS MLW MHW--0.43NAVD 88 MLW=-1.35 NAVD 88 2. PROPOSED WORK IS TO CONSTRUCT A4' WIDE I3Y 147' LONG ACCESS (FROM MEAN HIGH WATER) ENDING IN A 1a Xd6' COVERED. PLATFORM. AND INSTALL TWO MOORING AREAS, ONE OF WHICH WILL 3. TOTAL- SQUARE FOOTAGE OF PROPOSED DOCK WATERWARD OF MEAN HIGH WATER -740 So FT. 4. RESOURCE SURVEY PEFORMED ON 911117 BY DLS ENVIRONMENTAL SERVICES= NO SUBMERGED 0ESO" S. ALL DOCK PILES TO BE 8.0 OR WO WOOD PILES SPACED IO'O.C. (TYPJ. AND WRAPPED IN INDUSTRY S. ALL DECKING TO BE 2' K 6' PVC OR COMPOSITE DECKING WITH NO SET SPACING BETWEEN DECK BOAR 7. PROPOSED DOCK CONSISTS OF (30) B-0 DOCK PILES; (6) 12'0 PILES FOR PLATFORM, AND (10) 12' BOAT 1?s Environmental Services, Inc. - 1901 SW YelloWtall Avenue Port Saint Lucie, FL 34953 Phone: 772-215-3997 Fa)r 772-879.4520 WWW.disonGir6nmentalsomices.com swE: MHW MLW A BOAT LIFT PRESENT iD INERT,NON-LEACHING MATERIAL Overall Cross Section View Robert Quinn 3062 NW Radcliff Way Palm City, Florida PCN# 4425-103-0022-000-5 JAN 2018 I SHEET 4. of 4 Paae 2