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Home My WebLink AboutD L S ENVIORNMENTAL PAPERWORKeuth: du s I N.- D I -A N Rr I' V E ar a• i t i`y k ''j 1 AilC ♦"C r-t•�-r§ t. -.., i pptltl ' • 1 me /{ tekew Park CT 1§ i yr iJ + 1 ��`?'} ITE,Sr b sy ty*>r11 tc.''LI am 607Z' I ratV.i. I` I eta L O R-1 D 0..I Tvr .Z �� 1 PePPer Bee hSYyNy � j 1...-1 ✓w"Y �� rJ �s r i x�((J s{ r + 9 µ+ de=ll, •Jr' - ..- . .r n 19 tl St Wee}. Y tr .#�';i'{'M •y, 4 ' ew ere t ie { z l4raf{.tm- Y°--etllAi"A °r I - Ll I 1 w4iurP" A i-. r b I ee M1 �j �°e iri lyd•tllud I 'Tm. Y �yris.�. 2n{q r¢ i? rh SCANNED ST. LUCIE.COUNTY By . ucieGour JECT SITE . " r �lhll �f• �\t � 1 � J '+ �� Itzf, al� qr �. C—P\ ., A1A � I 1 5 I r •. I of ✓ __ } ' + i r - - PgPP r.ae nBrn Pic cart a ^�E-T .l V A SECTION.14, TOWNSHIP 34 SOUTH, RANGE 40 EAST Environmental Services, Inc.- _ 1901 SW Yellowtail Avenue Port Saint Lucie, FL 34953 . Phone: 772-2153997 Fax: 772-8794520 www:dlsenvironmentalservlces.com Sr . N.T.S. - Location Map o��.• ___ John.Perrone. a s ' o _ 37'Majestic Way „ Fort Pierce,.Florida — * ; I PCN# 1414-701-0112-000 4. �'•,%w JULY2019 /'7"5.� \�\� �llIIIII �� 5 I r •. I of ✓ __ } ' + i r - - PgPP r.ae nBrn Pic cart a ^�E-T .l V A SECTION.14, TOWNSHIP 34 SOUTH, RANGE 40 EAST Environmental Services, Inc.- _ 1901 SW Yellowtail Avenue Port Saint Lucie, FL 34953 . Phone: 772-2153997 Fax: 772-8794520 www:dlsenvironmentalservlces.com Sr . N.T.S. - Location Map o��.• ___ John.Perrone. a s ' o _ 37'Majestic Way „ Fort Pierce,.Florida — * ; I PCN# 1414-701-0112-000 4. �'•,%w JULY2019 /'7"5.� \�\� �llIIIII �� NOTES: 1. RESOURCE SURVEY PERFORMED BY DLS ENVIRONMENTAL SERVICES ON 6/1119 2. NO SUBMERGED RESOURCES PRESENT IN PROJECT AREA. Environmental: IS ervices, Inc. 1901 SW YellowtailAvenue Port Saint Lucie, FL 34953 Phone: 772-215-3997 - Fax: 772-879-4520 www.disenvironmentalservices.com Sr - N.T.S. 2018 Aerial a. John Perrone = "; 70 s 37'Majestic Way °7 ; Fort Pierce, Florida * 1 PCN#'1414-701-0112=000-4 ... JULY.2019 1.2,0A5'� j SHORELINE LENGTH 1032 L.F. 1.7' X 36' DECK WATERWARD OF EXISTING SEAWALL 1� 33.5't�_ 4' 3'1 I. 6.5' EXISTING 6' X 12' FVP MEAN HIGH WATER LINE AT FACE OFEXISTINGSEAWALL EXISTING BOAT LIFT NOTES: 1. ELEVATION DATUM IS MLW. MLW =-1.59 NAVD88 MHW =-0.36 NAVD88 2. EXISTING DOCKS TOTAL 3112 SO. FT. (DOES NOT INCLUI 3, RESOURCE SURVEY: PERFORMED ON 611119 - NO SUBME Environmental. Services, Inc. 1901 SW Yellowtail Avenue Port Saint Lucie, FL 34953 Phone: 772.215.3997 Fax: 772.8794520 www.dlsenvironmentalservices.com MANMADE CANAL WATERBODY WIDTH 100'± Existing.Plan View o John Perrone 37 Majestic Way = , Fort Pierce, Florida 41 PCN# 1414-701-0112-000-4 i0� sc„ / 1"=.20' JULY 2019 S' vi SHORELINE LENGTH- 103t L.F. 12.5' 12' 6 I 1 EXISTING 6' X 12' FVP PROPOSED SEAWALL WITHIN 18' OF EXISTINGSEAWALL (WET FACE TO WET FACE) MARGINAL DOCK ;MANMADE CANAL WATERBODY WIDTH 100'3 I x J 40' EXISTING BOAT LIFT NOTES: 1. ELEVATION DATUMISMLW. MLW =-1.59 NAVD88 MHW --0.36 NAVD88 - .2. PROPOSED WORK IS TO CONSTRUCT 103t L.F..OF SEAWALL (DOES NOT INCLUDE RETURNS) WITHIN 18' OF EXISTING SEAWALL, 4. RESOURCE SURVEY PERFORMED H NAL ORMED ON 6119 (DOES UNO SNOT IBMFRGFNCLUDE n R pSnr. IRFCIPPcDOCK r3. PROPOSED DOCKS TOTAL 555t SQ. FT. Environmental Services, Inc. 1901 SW Yellowtail Avenue Port Saint Lucie, FL 34953 Phone: 772-2153997 1ax: 772.879.4520 www.disonvironmentalservices.com scw.E Plan View John Perrone 37 Majestic Way Fort Pierce, Florida o' .P. CN# 1414-701-0112-000=4 JULY 2019 NOTES: 1. ELEVATION DATUM IS MLW. MLW =-1.59 NAVD88 MHW --0.36 NAVD88 2. PROPOSED WORK IS TO CONSTRUCT 1031 L.F. OF SEAWALL NOES NOT INCLUDE RETURNS) WITHIN 1W OF EXISTING SEAWALL, CONSTRUCT 6'X 12.5' FINGER PIER, AND CONSTRUCT 12' X 40' MARGINAL DOCK 3. PROPOSED. DOCKS TOTAL 555i SO. FT. (DOES NOT INCLUDE FVP) 4. RESOURCE SURVEY PERFORMED ON'6/1/19-NO SUBMERGED RESOURCES PRFSENT Environmental Services, Inc. 1901 SW Yellowtall Avenue Port Saint Lucie, FL 34953 Phone: 772-215-3997 Fax:772=9794520 www.disenvironmentalsemices.com gre�c• Cross Section View John -Perrone. 37 Majestic Way 4/ Fort.Pierce, Florida PCN# 1414-701 0112-000-4 JULY 2019 TO W ETF ;EAWALL \\\\\\III 1 I \ 10"x 14" Concrete Cap w (4) # 4 — Reber continuous w 18" Overlap K a o ? y 5' a g T ion m y #3 Ties, 24"O.C., 3"from outside edge ti 2 #78 .1 �endvc S/eeA@Eac%X 1p\ End ag �— 24"X 24"X 12" w h #4 Bars@ 6" O.C. Each Way, 10' O.C. IF SECTION THRU — b 18" � NEWSEAWALL 180MAX. FROM EUS77NGSEAWALL FACE !. 10' m f 24" ~ 7 U t , 'v 1 I I I k #3 Stirrup PERRONE 37 MAJESTIC WAY FORT PIERCE Deadman 10'0.C. BULKHEAD ELEVATION Date: DOCK SECTION VIEW DOCK PLAN VIEW VARIES All Bolts, Nuts 8 —i},�i........... ._._._. ' N Washers5/8"H.D. , - VARIES i — - 2"x 6"SYP Decking w J Minimal plank spacing. � Fasten w #10, 2.5" SS + Screws, 2 per Stringer ; ..i� 20x8"P.T.SYP,.40 i ;(-"�L .i 0� ACQ treated stringers to MHW be butt jointed, butt j o - , joints to be staggered. 2"x 8" P.T. SYP, .40 - Varies ' � ACQ treated bents - - - - - - _ y . f SMngers 24"O.C. Max Min. 8"Dia. 2.5 Center Stringer(s) toe Nailed w SS CCA treated piles Ring Shank Nails, Outside Stringers Face Nailed Pilings jetted to a minimum depth of 6' and as necessary to provide adequate bearing and stability GIIU11,_ pC PERROIVE _1 7- Date: 37 MAJESTIC WAY ST E F ,, /T - - I /////s FORT PIERCE rONFl tiaG�\�� ,,, , DOCK SECTION VIEW DOCK PLAN VIEW / 2 _p All Bolts, Nuts & ........... R.. Washers5/8"H.D. Galv. Or S. S.' r 1 "x 6"Composite Decking w Minimal plank spacing. i �Fasten w #10, 2.5" SS i r Screws, 2 per Stringer 2"x 8"P.T. SYP, .40 ACQ treated stringers to MHW be buttjointed, butt joints to be staggered._ 2"x 8"P.T. SYP, .40 Varies ACQ treated bents Pilings jetted to a minimum depth of 6' and as necessary to provide adequate bearing and stability H P Stringers 16"O.C. Max \ _Min. 8" Dla. 2.5. CCA treated piles Center Stringer(s) toe Nailed w SS Mng Shank Nails, Outside Stringers Face Nailed 1 IPuT \\ NIG d i 0 .,z 878 •', � � Date: SHEET DOCK SECTION VIEW All Botts, Nuts 8 — Washers 5/8" H.D. Galv OrS.S. 1 "x 6" Composite Decking w \ Minimal plank spacing. _ Fasten w #10, 2.5° SS Screws, 2 per Stringer MHW Varies Pilings jetted to a minimum depth of Wand as necessary to provide adequate bearing andstability {{ 2"x 8"P.T. SYP, .40 ACQ treated stringers to be butt jointed, butt joints to be staggered._ 2"x 8" P.T. SYP, .40 ACQ treated bents -Min. 8" Die. 2.5 CCA treated piles DOCK PLAN VIEW Ly -'-'--U---------u Stringers 16'0.C. Max 1G I I HiuTC/v�/ `�� q�,.-��c e ro'' •.?'ice//i O ' 878 O ST TE OF A Center Stringer(s) toe Nailed w SS Ring Shank Nails, Outside Stringers Face Nailed 1" = 20' SHEET Date: ENGINEERING REVIEW BOAT LIFT MOUNTING BRACKET AND SPECIFIED MOUNTING HARDWARE COMPLY WITH WIND LOAD REQUIREMENTS OF THE 6TH EDITION (2017) FLORIDA BUILDING CODE, PER ASCE 7-10, AND PER DESIGN LOAD REQUIREMENTS OF THE 2015 EDITION ALUMINUM ASSOCIATION'S ALUMINUM DESIGN MANUAL. MOUNTING BRACKET INSTALLED AS PER HI —TIDE INSTRUCTIONS, WILL EXCEED ULTIMATE DESIGN WINDS SPEED OF 180 MPH (EXPOSURE CATEGORY C OR D) BOATS ARE TO BE REMOVED FROM BOAT LIFTS PRIOR TO A MAJOR WIND EVENT PILINGS: PILING PENETRATION TO BE 10' INTO THE SAND BOTTOM OR 5' INTO ROCK STRATA, SUB —SURFACE CONDITIONS CAN VARY GREATLY, THE CONTRACTOR SHALL VERIFY ALL PILE CAPACITIES TO COMPLY WITH FBC 2017. ALL PILINGS TO BE 8" MINIMUM DIAMETER 2.5 C.C.A PRESSURE TREATED WOOD, PRE -STRESSED CONCRETE OR COMPARABLE EQUIVALENT. ELECTRICAL RENEW.• 1 HP ELECTRIC MOTOR 128 AMPS 0 115V EACH 6.4 AMPS 0 230V EACH QUANTITY: 1 TOTAL WATTS: 1472 N07£ TO EXAMINER: THIS CER77FIED ENGINEERED DRAWING HAS BEEN PREPARED SPECIFICALLY FOR USE ONLY BY: o Oe_ % 0E N6' _ 6 �OO° NO.43868 ? ° ROVED AUG 0 6 20 °o O STATE OF 4Ie e °OO o P8 L O R I D O? ooe Ooluo L �p0 o0ooa ROGER BABER P.E. NO. 43855 MCR PROFESSIONAL ENGINEERING C.A. NO. 26967 1014 NW PINELAKE DR. STUART, FL 34994 PILING MOUNTING MINIMUM (4) 3/4- DIA. BOLTS FOR THROUGH BOLTING BRACKET TO PILING. PILING MUST BE TIED BACK TO SEAWALL OR DOCK STRUCTURE. ALTERNATE SEAWALL M O U N T I N G MINIMUM (6) 3/4" DIA. SS ANCHORS REQUIRED IN CONCRETE BASE FOR MOUNTING. 1,500 LB. ALUMINUM SPINNER TNBOATLIFTS AND MARINE PRODUCTS (2017 FBC) #Dy#, 4050 SELV77Z ROAD FORT PIERCE, FL 34981 R. HYDE SCALE. N75 DATE:1/2/18 REV. 1 1-800-544-0735 www.h!—tlde.com