Driveway Crossover 291116 · OPW16/0270

 

EXISTING

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DRIVEWAY CROSS
SECTION

LIN 12

ARAGE
L-3.8

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SLOPE RAMP UP FROM
EXISTING GROUND ~—__| C2 TO DOUBLE || 53 B 4
LEVEL.PROVIDE STEPS JOIST. C2 BR SEE MEMBER SCHEDULE
AS REQUIRED. JOIST HANGERS S ON DRAWING 54.
J5 TO 2/JIA. \ < \
CONFIRM ALL LEVELS ON SITE C 20) 22/52 \ a x Sys] \
BEFORE COMMENCING WORK. {25 SLAB | LAYER F72 v I Ns NS \ a4 A
LOCATE ALL SERVICES ON SITE MESH 40 TOP COVER. \ 2 2 \q “Tp 300 \ \ RIENM C PTY LTD
BEFORE COMMENCING WORK. EXTEND RETAINING fe \ | STEP c \ | ABN. 52 010 666 430 Aen 0 666 430
WAALS FOR EXTENT Ji Jl Ji J \ CONSULTING CIVIL
CROSSOVER TO BE IN ACCORDANCE . 22/1 2h) P STRUCTURAL ENGINEERS
TH COUNCIL SPECIFICATIONS, DWG OF BATTERED BANK. NW c2"C2 C2 <I} \ \ |__| 2B \
e040 t RS 050 , APPROX 700mm ee \ | 2 SH BI BY TA aw SUNSHINE COAST OFFICE:
. OF FILL HERE. TIMBER tS é q — a wu UITE 5, FIRST FLOOR, P:- (07) 5478 250
5 FRAMED \ jl 0 as Ba 02 \y3 HIE = 4 5 SANT CIRINO, - (07) 5444 (15d
Ww DRIVEWAY, \ JI — — 63 © _| — & ol — 4 al \tbu <__ ||B7 BRISBANE ROAD, Email:- [email protected]
OS \ ~ > \r | (Po Box 149) [email protected]
- I —_ — \ 5 \ 4 a MOOLQOLABA QLD 4557 Web:- www.rienmac bi:
~ H CLIENT:
| 3000 a \ \ \ GREEN EARTH HOMES
306 \ \
ee LN | \) pee “™ 2} mile | For
1 P
e \ [Lt s VfI°2 | PROPOSED RESIDENCE
RL- RL- RL- RL-\RL- py RL- l | \ \
SAM CUT EXISTING BITUMEN | +223 32.28 2 B6AT2 30.2254 136,975 [99-228 Bs = zl =, a I< | 22 LITTLE COVE ROAD
SURFACE UNTIL SOUND N N le - J2 J > | | 4 3 | NOOSA HEADS QLD 4567
COMPETENT MATERIAL IS 2000 1500 100 [a 0 \ \ REAL PROPERTY DESCRIPTION # COUNCIL:
FOUND. IN 8 | N 20 IN @ /LIN 44, Bb \| | \ LOT 52, RP 52418
RISE FALL | FALL _| FALL 4 \ i \ | PARISH OF WEYBA, COUNTY OF MARCH
aS ats \L5 aa JL 184 He, | NOOSA SHIRE COUNCIL
rt. Ii \ .
F EXISTING DRAWING TITLE:
EDGE OF ——+| aa a 3 7 \ _ | FIRST FLOOR FRAMING PLAN
, (Oram ANGLE os — \ \
A 2a TO BS. iB \ \
. 2/mI2 TO Dd. | os | \ \Designed: PLR Drawn: LR
APPROX 700m TIMBER DECK-%| ref LBL \
OF CUT HERE, \ a3) 2 C2 C2 \ SEALES: —1:100
CONCRETE DRIVEWAY TO EXTEND TO \ \ \ \
ROAD ALIGNMENT WHICH IS TO BE COMPACTED BATTERED a Engineé ‘ PLR |DATE: 7 OCT |é
ADVISED BY COUNCIL. REPAIR ROAD EARTH BANK AS REQUIRED. , FE | RST SF |_OOR: F RAM | G P| AN -
SURFACE AS REQUIRED. BATTERS TO BE MAX I:I0 AND _ }—]. t . 4 + t -|— N : fl C
FILL MATERIAL COMPACTED UNDER TO TURFED ASAP. \\ ex ALL DECKING JoI6TS To 6477 53
A MINIMUM DENSITY OF 95% STANDARD LEVELS AS OBTAINED FROM ‘ ing i be copied ded without uritt
COMPACTION, ARCHITECTS DRAWINGS, —— \ ene WITH | FRAMING perniasion fram Renae Coraultig Engreers “| JOB NUMBER DWG No. | ISSUE
CONFIRM ALL LEVELS ON SITE, \ PETER RIENECKER - RPEQ 2088 || 00 not scace ore oramincs. | A3 [SHEET 3 OF 12 |CHECKED: PLR