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Home My WebLink AboutEngineeringM J H G F E COPY LOCATION MAP NTS. DESCRIPTION Onsite Inspection Construction Deta Revise plan - new seawall a:�sr NE Prima Vlsfa Hlvd >ta Blvd ' S �tP r ��l C • �' Banyan or 6. C.unfno Dal Rio - ' . Cozumel Ln Gal::rw Way INDEX Lat 27.32391 N Lon 080.32710 W LOCATION MAP AND INDEX AERIAL AND PLAN VIEW LIFT PROFILE AND SECTION NEW SEAWALL DETAIL SEAWALL ISOMETRIC (NEW CAP ONLY) SHEETPILE SPECIFICATION 0' PG 1 OF 8 SITEPLAN & INDEX OWNER Jay Palmisano 308 SE Camino CT Port St Lucie, Florida 34952 PERMITTING DOCK SECTIONS Treasure Coast Barge Permit Department DOCK SPECIFICATIONS 1200 SE Dixie Cutoff Rd Stuart, FL 34994 772-220-3625 D NEW SEAWALL SEE ATTACHED APPROVED STATE PERMIT INSTALL NEW BOATLIFT FOR ASSOCIATED ENVIRONMENTAL ENGINEER _ INSTALL NEW SEGMENT PERMIT REQUIREMENTS MCR ENGINEERS TO EXISTING DOCK I MARINE - CIVIL C PARCEL# 3419-515-0217-000-0 GENERAL DESCRIPTION B INSTALL 80+- LINEAR FEET NEW SEAWALL INSTALL NEW 24 K CAPACITY BOATLIFT LEGAL DESCRIPTION A RIVER PARK -UNIT 3- BLK 28 LOT 28(MAP 34122S) 1 2 3 4 5 SHEET 1 OF 8 SHEET 2 OF 8 SHEET 3 OF 8 SHEET 4 OF 8 SHEET 5 OF 8 SHEET 6 OF 8 SHEET 7 OF 8 SHEET 8 OF 8 PROJECT NAME & RESTORATION JENSEN BEACH, FL 34957 THESE DRAWINGS DEPICT 772-214-4800 DESIGNS INTENDED TO CONVEY BUILDING CODE COMPLIANT """""•., CONSTRUCTION AND ARE NOT a M MEANT TO BE A GUARANTEE OR r, C E N WARRANTY OF ANY KIND OR TO = a/ ANY ENTITY = `7/ NO.4 M* DRAWINGS NOT VALID # WITHOUT ELECTRONIC SIGNATURE, OR ORIGINAL \ / - SIGNATURE, OR • \ / :, -P o \ STATE OF/ .. SIGN +RAISED SEAL o R I o �� ? •' SS' 6 7 8 �,4 M L v K UQ 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 E EXSIT DOCK 62' X 8' = 4f ADDED 5 X 16 = 81 TOTAL 5' AERIAL 1" = 50 FT D 50'-6" C _ EXISTING DOCK _ TO REMAIN 10'+- B A -new seawall Rp FR��NF THIS PORTION TO BE RE -DECKED TO MATCH THE ADDED 5X16 ANGLED SECTION I #; / I PROPERTY LINE PLAN 1"=30FT TURBIDITY CURTAINS TO BE PLACED AROUND ENTIRE PERIMETER UPON COMMENCEMENT AND WILL REMAIN UNTIL COMPLETION 6 FOOT RETURN AT PG 2 OF 8 PROPERTY LINE PLAN VIEW OWNER Jay Palmisano 308 SE Camino CT Port St Lucie, Florida 34952 16' f 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 I & RESTORATION 120 LINEAR FEET JENSEN BEACH, WITH 6 FOOT RETURNS FL 34957 AT EACH PROPERETY 772-214-4800 LINE ......I... , ` 1,1 NO.4388555y�{�` 6 FOOT RETURN AT ;Poi` STATE OF /x PROPERTY LINE ;o F _ 6 7 8 M SECTION L K J I I MEAN HIGH WATER PROFILE 32'= 1 FT 27K CAPACITY BOATLIFT ' SEE MANUFACTURER DETAILS AND SPECIFICATIONS F 10" X 25' PILINGS MINIMUM SPECIFIED EMBEDMENT INTO STABLE 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 D SEE SEPARATE ELECTRICAL SCHEMATIC BY ELECTRICAL CONTRACTOR C NOTE: ALL BOATLIFT SHOREPOWER OR ELECTRICAL WORK BY OTHERS DESCRIPTION REV I DA Onsite Inspection 1 01- Construction Detail 2 61 Revise plan - new 3 BE seawall ALL CONNECTIONS AND HARDWARE PER MFGR B A 1 2 3 4 5 6 7 8 12'-6" PG 3 OF 8 BOATLIFT 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 B ,' O� F \� ' N 0.438 5 \p . t t 'A\\ STATE OF / u B ON 11 CAP DETAIL Iunsne inspection Construction Deta M 1- - '= 1 FT Revise plan - new seawall L K J #3 STIRRUPS I WHERE SHOWN VINI EMBED IN CAP MIN 6", MAX 9"" ALL CONCRETE Fc= 5000 PSI 2-'CHAMFER Tro LONGITUDINAL REINFORCEMENT 1-1 � 8' -. W 24" OVERLAP TYPICAL STIRRUP CONFIGURATION PG 4 OF 8 1" = 20'-0" 12' +- CAP DETAIL G I STRUCTURALS -4 �lmmi ilimmil mmililiuim OWNER #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 Stuart, FL 34994 BLUE DOLPHIN WEEPHOLES 772-220-3625 D _ C B I A I -- w111�Al�l��■I�r�RiT:T7clil.Ri7�C • 1 / .r R�7.9r1 ■��Gl�l�f�-�I�� _ ENGINEER MCR ENGINEERS EXIST MARINE - CIVIL DEPTH & RESTORATION JENSEN BEACH, FL 34957 772-214-4800 q NO.43855 � � 1 -z r %'A \ LSTATE OF / y - --- -_ - O \ . 4i TES``= R I ��G�?: . 1 2 3 4 5 6 7 8 M L Revise plan - new seawall SEAWALL ISOMETRIC NTS K 18" WIDE X 14" HI CONCRETE CAP Z" " TIE BACKS 8 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 , G ANCHORS AT 8 FEET ON CENTER F E D #5 LONGITUDINAL REINFORCEMENT 16" LAP SPLICE C NEW VINYL SHEETPILE CL 9900 SERIES BY 14 FOOT B LENGTHS A 1 2 3 4 5 BLUE DOLPHIN WEEPHOLES @6 TO 12' OC TYPICAL 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�.. I G E N 8`�� •• O F �� % NO. 43 5 STATE OF •• SSA ON AL E� • M L K J I H G F E D C B A SHEETPILE SPECIFICATION C1-9000 Allowable Moment (M) Section Modulus (Z) Moment of Inertia (1) Impact Strength Thickness (t) Section Depth Section Width Material Standard Colors Technology Standard packaging 4,320 lb-f `/f i l&4 in'/f; 74 in'/fi 11750 in-ibshW 0.1a") in 9.0 in 24 if) Wealherable Rigid Vinyl Grey, C lciy Box Prohle, XCR 20) sheets!bundle DESCRIPTION Onsite Inspection Construction Deta Revise plan - new seawall 19.22 kr rr,/m 871 cnl;/n-j 9.969 cm'/rn 2,406 14-nynl/mrn' 7_f mrr•, 229 rnrn 610 rnnt1 i I 2 I 3 4 5 6 I 7 I 8 'G6OF8 3HEETPILE 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 �s. NO.43 5 \, f �j�5 , t . cz SATE OF / S ON AI UT TYPICAL PLAN It. = V-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 I FLITCH EXTERIOR STRINGER FOR FU H I APPEARANC E - I TYPICAL SECTION I TYPICAL PROFILE H 11, = 1'-0" !,1 = 1'-0'. 8 18 G N9 E n to] 11 A 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 NAILED W 16 RING SHANK (304 SS) AS SHOWN 1 2 1 3 1 4 1 5 TA- Kevise plan - new I 3 I u uec seawall ATTACH DECKING WITH #10 X 3" (304 SS) SCREWS, 2 PER DECK STRINGER NGER 2X8 BENT OR CROSS BUCK 2X8 E SITE PLAN FOR gGTH AND CATION ..- I ,NUTS , WASHERS STAINLESS STEL (SS) W NUT FULLY THREADED ALL THRU BOLTS, NUTS, WASHERS 8" STAINLESS W NUT FULLY THREADED ALL PILINGS 8" MIN EMBED 6 FEET WRAP WITH PERMA WRAP MUDLINE TO 1' ABOVE MHW PG7OF8 DOCK SECTION 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 C E ry 3_%e NO. 4385 ^, pZ ? s7aTE OF / ¢r O4 AL DA Design Criteria I Construction Data 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 - 8" 304 Stainless with stainless lock washers and nuts b) Interior stringers toe nailed to bents I 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. b) Stringers - 24" max cl to cl if 2x6, 16" cl to cl if composite. Overlapped as needed to ensure end PG 8 OF 8 DOCK SPECIFICATION G of stringer projects past underlying cross tie minimum 2", not to extend to the extent that stringers or deck boards can impede boats. Exterior edge of piling shall be a minimum of 2 " OWNER _ outside of any cross tie, stringer, or deck board. Jay Palmisano c) Exterior stringer to be doubled with Hitched joint between pilings and bolted to piling for flush 308 SE Camino CT 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 B GEAts`'- $ `\F NO.43 5 \` itT�* �t A •� PC\\ STATE OF 40 •A`PS� `0 R-0iG\2 1 2 3 4 5 6 7 8 S' ONAL E� '