The URL can be used to link to this page

Home My WebLink AboutENGINEERINGM J DESCRIPTION Ons� InspectionLOCATION MAP Construction Deta NTS FILE COPY Revise plan - new seawall m ' �t`"-. to Blvd''�� -�.-.• `+� :� NE Prima Visia Bivi �.."'-- � { ...,�-�. 14 .•'S ter-, ti ,. � K i � 1 t �� ;`ScnA\ r_, Princl SS OGr `o M r—i o+ ` '% a?�. A. (, mnino pel Rion^ B•• Conlmel Ln Galena Way-i INDEX Lat 27.32391 N Lon 080.32710 W SHEET 1 OF 8 LOCATION MAP AND INDEX SHEET 2 OF 8 AERIAL AND PLAN VIEW PG 1 OF 8 SITEPLAN & INDEX G SHEET 3 OF 8 LIFT PROFILE AND SECTION SHEET 4 OF 8 NEW SEAWALL DETAIL F SHEET 5 OF 8 SEAWALL ISOMETRIC (NEW CAP ONLY) E SHEET 6 OF 8 SHEETPILE SPECIFICATION SHEET 7 OF 8 DOCK SECTIONS SHEET 8 OF 8 DOCK SPECIFICATIONS PROJECT NAME D NEW SEAWALL SEE ATTACHED APPROVED STATE PERMIT INSTALL NEW BOATLIFT FOR ASSOCIATED ENVIRONMENTAL _ INSTALL NEW SEGMENT PERMIT REQUIREMENTS TO EXISTING DOCK 3419-515-0217-000-0 GENERAL DESCRIPTION B INSTALL 80+- LINEAR FEET NEW SEAWALL INSTALL NEW 24 K CAPACITY BOATLIFT I LEGAL DESCRIPTION A RIVER PARK -UNIT 3- BLK 28 LOT 28(MAP 34/22S) THESE DRAWINGS DEPICT DESIGNS INTENDED TO CONVEY BUILDING CODE COMPLIANT CONSTRUCTION AND ARE NOT MEANT TO BE A GUARANTEE OR WARRANTY OF ANY KIND OR TO ANY ENTITY DRAWINGS NOT VALID WITHOUT ELECTRONIC SIGNATURE, OR ORIGINAL SIGNATURE, OR SIGN +RAISED SEAL 7 1 8 OWNER Jay Palmisano 308 SE Camino CT Port St Lucie, Florida 34952 PERMITTING Treasure Coast Barge Permit Department 1200 SE Dixie Cutoff Rd Stuart, FL 34994 772-220-3625 ENGINEER MCR ENGINEERS MARINE - CIVIL & RESTORATION JENSEN BEACH, FL 34957 772-214-4800 G% L CE Ny, \6 NO.4 5F \P It i 9o�=?�Z P\\ STATE OF /4r o\ . SI 0NA� E�. M AERIAL Revise plan - new — - 1" = 50 FT seawall L THIS PORTION TO BE J yid RE -DECKED TO MATCH THE ADDED 5X16 ANGLED SECTION I — — — — — — — — — — — — — — — — — — — -] PROPERTY LINE H NEW TRIANGULAR SEGMENT ADDED, RE -DECK TRIANGULAR AREA ONLY G 27 K BOATLIFT 4 PILE X 25' LENGTHS (SEE ATTACHED CERTIFIED MANUFACTURER DRAWINGS) F ELECTRICAL WORK BY OTHEF TURBIDITY CURTAINS TO BE PLACED AROUND ENTIRE PERIMETER UPON COMMENCEMENT AND WILL REMAIN PLAN UNTIL COMPLETION 1"=30FT 6 FOOT RETURN AT PROPERTY LINE PG20F8 PLAN VIEW OWNER Jay Palmisano 308 SE Camino CT Port St Lucie, Florida 34952 E — D EXSIT DOCK 62' X 8' = 496 SQ-FT _ ADDED 5 X 16 = 80 SQ-FT =A TOTAL 576 SQ-FT _ 5' --F -- r -- i' 50'-6" - t '— 16' VINYL SHEETPILE PERMITTING Treasure Coast Barge Permit Department 1200 SE Dixie Cutoff Rd Stuart, FL 34994 772-220-3625 ENGINEER WALL MCR ENGINEERS _ IN FRONT OF EXISTING MARINE - CIVIL & RESTORATION C i 120 LINEAR FEET JENSEN BEACH, `— WITH 6 FOOT RETURNS FL 34957 — EXISTING DOCK AT EACH PROPERETY 772-214-4800 TO REMAIN 10'+- LINE ................. (ti B 'G;% r, E IV 9 NO 438555 1 A 6 FOOT RETURN AT pcc %92' 1 STATE OF i40 PROPERTY LINE F .� _R_;�. ,?= 1 2 3 4 51 6 7 8 L I:/ J H G F Kevise plan - new I a o seawall ALL CONNECTIONS AND PROFILE HARDWARE PER MFGR 3 '= 1 FT SPECIFICATIONS 32 (ATTACHgD MEAN HIGH WATER 12'-6" PG3OF8 BOATLIFT OWNER 27K CAPACITY BOATLIFT Jay Palmisano SEE MANUFACTURER 308 SE Camino CT DETAILS AND SPECIFICATIONS Port St Lucie, Florida 10" X 25' PILINGS MINIMUM SPECIFIED EMBEDMENT INTO STABLE 34952 BOTTOM DOES NOT INCLUDE MUCK OR SILT E DETAIL FOR GENERAL INFORMATION ONLY, CONTRACTOR SHALL ADJUST PILE SPACING AND EMBEDMENT TO COMPLY WITH MANUFACTURER SPECIFICATIONS BE B A SEE SEPARATE ELECTRICAL SCHEMATIC BY ELECTRICAL CONTRACTOR NOTE: ALL BOATLIFT SHOREPOWER OR ELECTRICAL WORK BY OTHERS 1 1 2 1 3 1 4 1 5 PERMITTING Treasure Coast Barge Permit Department 1200 SE Dixie Cutoff Rd Stuart, FL 34994 772-220-3625 ENGINEER MCR ENGINEERS MARINE - CIVIL & RESTORATION JENSEN BEACH, FL 34957 772-214-4800 No.44338 5 \� , %4\ .9Dec z % % -P\\ STATE OF OR I i�G�•� 6 7 8 S' ON Al '�� nil L K J #3 STIRRUPS I WHERE SHOWN VIN) EMBED IN CAP MIN 6", MAX 9"" CAP DETAIL 1- z"= 1 FT Revise plan - new seawall ALL CONCRETE Fc= 5000 PSI 3" CHAMFER �. LONGITUDINAL REINFORCEMENT H 4— 8' -4 W 24 OVERLAP TYPICAL STIRRUP CONFIGURATION PG 4 OF 8 1" = 20'-0" 12' +- CAP DETAIL G I STRUCTURALS OWNER 4-4-1-11111111 ll1u]III II #3 STIRRUPS @12" OC Jay Palmisano 308 SE Camino CT #3 STIRRUPS @6" OC #7 TIE BACKS WITH 12" BEND EACH END, Port St Lucie, Florida F ENCASE IN PVC AND EMBED IN CAP 34952 AND ANCHOR BLOCK, DESIGN SECTION PERMITTING 1"=10' FILL AND COMPACT AS NEEDED Treasure Coast Barge E TO CONSTRUCT NEW CAP AND WALL Permit Department TOP OF NEW ANCHOR 18" MAX WET FACE TO WET FACE 1200 SE Dixie 12"-24" BELOW NEW CAP Cutoff Rd TOP OF CAP BLUE DOLPHIN WEEPHOLES Stuart, FL 34994 D AT 6' TO 12' OC 772-220-3625 e ENGINEER MCR ENGINEERS i EXIST MARINE - CIVIL & RESTORATION JENSEN BEACH, ' a DEPTH C - _ _ :... FL 34957 : .............._e;............... ..: .................... ............... :;.: i 772-214-4800 ' r, 10 OENs�e, B -ja - =Z-f NO.43855� 1 ryL (d► * a op2- 11 4 o % C _ ri -S WIT - ti�i A - � O\\ STATE OF � � 1 2 3 4 5 6 7 8 E L Revise plan - new seawall SEAWALL ISOMETRIC NTS K 18" WIDE X 14" HI CONCRETE CAP 7" " TIE BACKS a 12' +- BEHIND WALL J ENCASE IN PVC NEW ANCHOR BLOCKS 8' OC _ 12' BEHIND LANDWARD EDGE OF CAP 3'X3'X1' #4 REINFORCEMENT @12" OC EACH WAY H G ANCHORS AT 8 FEET ON CENTER 10,11 E D C B #5 LONGITUDINAL REINFORCEMENT 16" LAP SPLICE NEW VINYL SHEETPILE CL 9900 SERIES BY 14 FOOT LENGTHS ZRBLUE:OLPHIN WEEPHOLES @6 TO 12' OC TYPICAL A 1 1 2 3 4 5 6 I 7 I 8 PG5OF8 ISOMETRIC OWNER Jay Palmisano 308 SE Camino CT Port St Lucie, Florida 34952 PERMITTING Treasure Coast Barge Permit Department 1200 SE Dixie Cutoff Rd Stuart, FL 34994 772-220-3625 ENGINEER MCR ENGINEERS MARINE - CIVIL & RESTORATION JENSEN BEACH, FL 34957 772-214-4800 M •�``q••. E N S `un••• r% NO. 43 5 STATE OF 0��\ F P 2,, ., F 0R i I O. ,I S S I O — EI�G: M L KI H G F IN ID C B A DESCRIPTION seawall SHEETPILE SPECIFICATION CL-9000 Allowable Nlofnettt (M} 4 32011 i;fiflti :. 1 22, rnitri ,Section Modulus (Z) -' k� 4 i1721t 87t crt/r� - Morr:ent o 'Inertia (I} _ 74irt'/it. =g 4d9 ccn`lm,, Ympact Strength i 3 5 it t-lt�sttn',: 2 404 t�1 mitt/_mY,W `'Thic(ti�ess(t} - 280in 71rnr6 ° 5echon: Wldtli. 24 in d10 mint Mat eri!ai ... W�Ulherr�bl12gtd V1nyi . . Standard Colors Grey+ Cloy Technolo Bac Pioe XCR" Standard Pat lkagmg 20 5ketsfbund% PG6OF8 SHEETPILE SPEC OWNER Jay Palmisano 308 SE Camino CT Port St Lucie, Florida 34952 PERMITTING Treasure Coast Barge Permit Department 1200 SE Dixie Cutoff Rd Stuart, FL 34994 772-220-3625 ENGINEER MCR ENGINEERS MARINE - CIVIL & RESTORATION JENSEN BEACH, FL 34957 772-214-4800 G.;- \ O E N `y O/ V F \'p I. q-/ N 0. 31155, PO\\ STATE OF a c 2 4 P =R =O a"'C" 3� 0N M TYPICAL PLAN 1" = 1'-0" 8 DECKING FASTENED TO STRINGERS AS SPECIFIED, MODIFICATION TO COMPOSITE DECKING ALLOWED ATTACH PER MANUFACTURER K SPECIFICATIONS 2X6 DECKING # 1 ACQ Z" SPACING BETWEEN DECK BOARDS J FLITCH EXTERIOR STRINGER FOR FU H I APPEARANCE TYPICAL SECTION TYPICAL PROFILE H 8 L no r= RE C B 0.0 NEW SEAWALL PILINGS JETTED TO A MINIMUM 6' PENETRATION AS NEEDED FOR ADEQUATE BEARING AND STABILITY SEE SPECIFICATIONS SHEET 4 FOR FASTENER AND COMPONENT SIZE AND SPECIFICATION CENTER STRINGERS TOE NAILED W (2) # 16 (304 SS) RING SHANK NAILS @ EACH BENT. OUTSIDE STRINGERS FACE A NAILED W 16 RING SHANK (304 SS) AS SHOWN 1 j 2 3 4 1 5 Revise plan - new I 3 18 Uec seawall ATTACH DECKING WITH #10 X 3" (304 SS) SCREWS, 2 PER DECK STRINGER NGER 2X8 BENT OR CROSS BUCK 2X8 SITE PLAN FOR gGTH AND CATION NUTS, WASHERS STAINLESS STEL (SS) W NUT FULLY THREADED ALL THRU BOLTS, NUTS, WASHERS e" STAINLESS W NUT FULLY THREADED ALL PILINGS 8" MIN EMBED 6 FEET WRAP WITH PERMA WRAP MUDLINE TO V ABOVE MHW PG7OF8 DOCK SECTION OWNER Jay Palmisano 308 SE Camino CT Port St Lucie, Florida 34952 Treasure Coast Barge Permit Department 1200 SE Dixie Cutoff Rd Stuart, FL 34994 ENGINEER MCR ENGINEERS MARINE - CIVIL & RESTORATION JENSEN BEACH, FL 34957 772-214-4800 .�M.... o�� NO.4385 �P / g pee zpz' / STATE OF / 0 O / 0 a� \4O ,, SS' ON AI ��G`, Design Criteria Construction Deta M 2020 Florida Building Code 7TH ED Exposure Classification - D Revise plan - new seawall Wind Load Basis -ASCE 7, 2010 Edition Building Classification - 2 Basic Wind Speed - 160 MPH Open Structure L Mean Height - 5' Material Specifications _ 1) The following are minimum specifications, increased pile size, etc., is approved. 2) Substructure K a) Pilings -8" , Marine, 2.5 CCA (See plan view) b) Cross Ties - 2" x 8", #2 Grade, SYP .40 ACQ (All bents doubled). Stringers - 2" x 8", #2 Grade, SYP .40 ACQ 3) Decking J 4) 2X6 PT # 1 PT 5) Fasteners a) Thru Bolts, All thread - e" 304 Stainless with stainless lock washers and nuts b) Interior stringers toe nailed to bents c) Deck Fasteners - 3" # 10 Stainless, Self Drilling, 2 per deck board / stringer _ Installation Specifications The purpose of these specifications is to define uniform construction standards in terms of both H geometry (length, width, and height) and construction practice (materials used and how they are installed). 1)SUBSTRUCTURE a) Cross Ties - Extended 3" beyond pile centerline, not to project beyond exposed edge of pile. PG 8 OF 8 b) Stringers - 24" max cl to cl if 2x6, 16" cl to cl if composite. Overlapped as needed to ensure end DOCK SPECIFICATION G of stringer projects past underlying cross tie minimum 2", not to extend to the extent that " OWNER stringers or deck boards can impede boats. Exterior edge of piling shall be a minimum of 2 Jay Palmisano _ outside of any cross tie, stringer, or deck board. 308 SE Camino CT c) Exterior stringer to be doubled with flitched joint between pilings and bolted to piling for flush Port St Lucie, Florida F appearance. 34952 2) DOCK NOT TO BE ATTACHED TO ADJACENT SEAWALL PERMITTING Treasure Coast Barge E Permit Department 1200 SE Dixie Cutoff Rd Stuart, FL 34994 772-220-3625 D ENGINEER MCR ENGINEERS MARINE - CIVIL & RESTORATION C JENSEN BEACH, FL 34957 772-214-4800 c E N NO.43 5 \p WI ; o v� zpz I I A STATE OF ��' Sr 1 2 3 4 5 6 7 8 ONAI ��