Original source · versioned page text
Gibson - Plans
Attached to the e-mail Combined Application MCU22/0050 & OPW22/0092 - Cover Letter - Owners Consent - DA Form 1 - Certificate of Design - Certificate of Title - Plans - 38 Saltwater Ave, Noosaville.
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawn6 / N16 BARS _- FULL LENGTH _ 40mm COVER N. R6 HELIX — @ 65 PITCH = -\_| _ eal 315¢ HUMES UPVC FORMER o™~, ca GRADE N32 -- MASS CONCRETE _- TO BASE OF PILE - REINFORCING TO EXTEND ~ TO WITHIN 300 FROM — BOTTOM OF PILES — 315 DECK PILE 6 / N20 BARS FULL LENGTH 40mm cover \ R6& HELIX @ 65 PITCH _w 315% HUMES UPVC FORMER oN R6 HELIX @ 65 PITCH 315@ HUMES UPVC FORMER ON “4 6 / N20 BARS 4-1 FULL LENGTH 4- & 3 7 N20 BARS 4-4 TO 2m OF TOP 4-4 40mm COVER R6 HELIX @ 65 PITCH oN 400% HUMES UPVC FORMER Ny | 6 / N20 BARS FULL LENGTH & 3 / N20 BARS TO 3m OF TOP 40mm COVER NOT APPLICABLE L--1 L--1 R6 HELIX @ 65 PITCH Ng L-—T KR L--T 400% HUMES UPVC FORMER Ny | ft 6 / N24 BARS FULL LENGTH Peo & 3 / N24 BARS fd TO 3m OF TOP 4 40mm COVER er NT GRADE N32 MASS CONCRETE TO BASE OF PILE REINFORCING TO EXTEND TO WITHIN 300 FROM BOTTOM OF PILES 3158 PONTOON PILE GRADE N32 MASS CONCRETE TT TO BASE OF PILE 4- REINFORCING TO EXTEND i: TO WITHIN 300 FROM ~ BOTTOM OF PILES qo -4 4 -4 = Ta pee: tin Wiel: ee ween te Suenu:Svl: oeveuie-Wuii Wiel Wie et 315¢ PONTOON PILE REINFORCING TO EXTEND NOT APPLICABLE Lp | ! GRADE N32 MASS CONCRETE TO BASE OF PILE WITHIN 300 FROM BOTTOM OF PILES 400% PONTOON PILE REINFORCING TO EXTEND 44 GRADE N32 MASS CONCRETE rrr t TO BASE OF PILE 7 TO WITHIN 300 FROM BOTTOM OF PILES ATT 400% PONTOON PILE 61kNm #6kNm 83kNm 130kNm 172kNm 8 ~ Crichton EDGE Consulting Baines THE MARINA SPECIALIST CENT SJ & JV GIBSON CONCRETE INSITU PILE CONSTRUCTION ester eS ic2 | rRAOING AS AON 010655119 18 RON Parunson cres|S} LOT 922 (88) SALTWATER AVE 315 g 400 DIAMETER REINFORCED en CORBOUND PARK = NOOSAVILLE Mob +61 447 950 427 THE DATE: UNITS : ‘SHEET: ABN 66 099 997 985 [email protected] | Y¥. QLD 4551 AUSTRALIA |= PROJECT: 20/4/99 MM 15 ‘ A3 E ISSUED FOR EDGE ENGINEERS WA_| 9/9/20 | 1 _|°RECKED: RPEQ: DATE: = SPECIALIST Fax “tc 3482 6699 < STANDARD DRAWING DRAIN: CHECKED: APPRO: ORE No REV: REV DESCRIPTION BY | DATE |APPD 5496 11/09/2020 | — MA Tc | JSP-SD-045 E
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalSearchable page text hides email addresses. Original files are unchanged and may show email addresses.