Loading...
WS-10-18-3257 SITE PLANWS'W-10-18 -32511 Project Name: Gonzalez Resldenc Project Address: 15G9 NE 104 Street Pdi I nr'atlnn' Plhpe� Date Driven: 02/201 9 Pile Driving 3,000 Lb., G' Drop hammer Hammer: Pile # Pile Size (Inches) Pile Length (Feet) No. of Blows Last 3" Penetration (Feet) Comments 12' Timber Piles 1 1 2" Concrete 30' 13 1 2' Pile Driven to Refusal 2 1 2" Concrete 30' 12 1 2' Pile Driven to Refusal 3 1 2" Concrete 30' 1 1 1 2' Pile Driven to Refusal 4 1 2" Concrete 30' 12 1 2' Pile Driven to Refusal 5 1 2" Concrete 30' 1 1 1 2' Pile Driven to Refusal G 1 2" Concrete 30' 12 1 2' Pile Driven to Refusal 7 1 2" Concrete 30' 14 1 2' Pile Driven to Refusal 8 1 2" Concrete 30' 1 1 1 2' Pile Driven to Refusal 9 1 2" Concrete 30' 12 1 2' Pile Driven to Refusal Approval of 5eawall Cap Reinfocing Steel: Approved as Installed. 51 Lure Date LUIS ROSAS-GUYON P.E.# 13725 1 1401 B.W. 40 ST., SUITE 245, MIAMI, FL. 33183 PHONE:(305) 3BG-3858 FAx:(305) 553-0950 EMAIL ADDRESS: LUISOO RGEG®.DDM C `il PROPOSEDI SITE PLAN:{ 5CALE: 8' = P �\ I 1 1\W-NLW JV011MBLKWA1Ur1 INLAND CANAL-N- I SU/YOKi PILES ffYY:JW/ 12' MINy Pj1Jil KATIUi nR0 rBDA ti{A7st�ALL 115 XVWrAlKlwrArACI1v/. r Wt ..•y [1�] >E i11r w r IT ACCnR VLCA EtyvAAK, ' IJLW AM7 B- rOUK-r051LU fn -- I L1µ7L' W1. N01L ALL / P T. 2'16' (Or TIMBERTECM ` ' l� Wp'Ir YA AICI- I555-41 NEW ^_° 6 TIMDFP. DCOI� SUPPORT PILES- YP;,12,1 co VPfiallrl DECIJIIG PASTCIICD TO STPRIGFPS AJU NrYA ID'! zQ x 1�MItl PEIICiPATIOrI PIP.M MATCFJAL. Il 1V/=FIOx55 DECK SCREWS E,A. SUPPORT. J• / P.i� •I^_'%^.G"LONG MAIIGFR.TYP (w�a O jzTO (g TO EXTEND OVER f �� V.O^ PA�TCIICD TO SEAWALL CAP d �� E Of4GVPAGTM1I.DCGJNG TO D. ril%OlP SEAWALL CAP .� KYI.. � - 1. 5,5 4LEDGE ANCNOPS ■a0'sT Drp•, i ' ' = BY 91MP5011 INTO SEAWALL ' 6LL rI EAVE= NEW 3--O-Mor. 2P' rL"j CONO. SEAWALL CAP W/ MB TIB, I:1G a EA PACTp4 TICE @ 7'O.C„ PLU5 04 TIC5 EA 51Dr OP EA...z : r r r BATTER PILE.P,T, 4^%A"TIMBE P.PCET Y/1=ir Tr=a 11jiK(`L^ POOLN'DXIBW004G-�r ���DEC, >N PC,.IA1,1T15UTJA4TICgimT'.J ;Ya fI rur;E - PP�cASr 1 = 50. ccr r 7A:rEPr - - - NINE aAxq I`.4J 4Lr1 ;RJETEicrel4-' �`. i/Ny[.l7 dl : STP::JDS W/ _^ NIIII, COIaCPITE !!! TU TIES, ^.1 10 EI[Aprob W 1F'GALV, ,D PILES TO DE DPIl2'IJ q A MINIMUM '-' S"%w.Npr- Lwt LF] " " PCNETRATIOII OP I ^_'-0" INTO Y:. 4iA1'MAL OP. - - S�IW' �� �� L MIJJ. IIJTO CORAL ROCK) OF, PEFU5AL- -. L., yr 1: - IIO.L: OIfj9 r- Cal Y S � • !• S.IE„{GAty. ,IA1C1 EA. rN'J ! f ryZg - N�9 5 rx ALL n_ 11�I9 ••^ --u� fi4fi, NiB ef9 CBS � Prwncl 06�fiBWW�e B�l� fi