OPW24-0138 - Drawings for Scooter Style - 16 Rene St, Noosaville

 

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AIUTAIN OVERLAND FLOW
PATHS, BULDER TO
CCONFRM FINAL HEIGHTS
ON SITE, TYPICAL Seale 1: 100
LEGEND ALL UNE MARKING TO BE IN ACCORDANCE MAXIMUM CROSS-FALL OF 1 in 40. ON ALL 1/N12 TRIMMER,
ee ee A ee \WTH THE QUEENSLAND MANUAL OF UNFORI FOOT-PATHS AND INTERNAL PEDESTRIAN 80mm COVER
_a-o"7 INDICATES PROPOSED SURFACE TO BE PROTECTED IN ACCORDANCE WITH THE TRAFFIC CONTROL DEVICES & AS 7890.1 PATHS AND RAUPS
x0" CONTOURS AND LEVELS TO AHD. AUTHORITY RESPONSIBLE FOR THE SERVICE Cae ee ARE SOE STRRET CA
4389 EXISTING SURFACE SPOT LEVELS.
0 INDICATES DIRECTION OF FALL cM, wate stons as oer cunts CONTRACTOR TO TOPSOW AND TURF ANY CONTRACTOR TO REPAR/RONSTATE ANY
i Ret ae REQUIREMENTS FIKED.AS PER DISTURBED OR DAMAGED AREAS OF THE ROAD DAMAGED AREAS OF EMSTIG FOOTPATHS,
MANUFACTURER'S DETALS RESERVE ADJACENT THE CONSTRUCTION SITE KERB & CHANNELS TO COUNCIL STANDARDS
x INDICATES PROPOSED FINISHED
SURFACE LEVELS INDICATES DIRECTION OF RAMP UP OR
AMP Down as INDICATED
(SwP) FIELD INLETS OR JUNCTION BOK PRECAST
B kK CONCRETE CAST-INTO PAVEMENT, REFER SW1.1 fm INDICATES OVERHEAD ELECTRICITY
FOR: FURTHER: DETALS. SUPPLY LIME Revision | Description Date
® SLAB POUR BREAK CONTROL JOINT, INDICATES EXISTING SEWER UNE PIT TRIMMER DETAIL FOR PITS issue:
REFER TO DETALS ON THIS SHEET. FINAL PAVEMENT THICKNESS TO BE FOR APPROVAL
INDICATES WATER MAIN APPROK SONFIRMED
(1s) DENOTES WET TOOLED JOINT TO TERRACE “ ANSE LER TO CONFIRM EXACT om FOLLOWNG GEOTECHNICAL DO NOT SCALE FROM THIS DRAWING
“7 "SLAB, REFER TO DETAILS ON THIS SHEET. P ~
* LOCATION PRIOR TO WORKS The design and cssoclaied deals contained on Wie and associated
(ct) — INDICATES TELSTRA LINE APPROX ORS EE Sh as a eee ae
—- ET -— _benotes savny cur oantey vowr AUIGNVENT, BUILDER TO CONFIRW EXACT 1/N2. PERWETER BAR EPIREZ PS-50
REFER 10 DETAILS ON THIS SHEET “Al gq TED OVER DOWEL BAR. ‘SEALANT . é Und 1/11 Project Ave,
LOCATION PRIOR TO WORKS 125 THK a Lind 719 Propet
DRIVEWAY SLAB/PAVEMENT. REFER 10 DRIVEWAY SLAB EITHER SIDE OF JOINT. DRNEWAY SLAB, E ads
| NOTES AND DETAILS THIS SHEET FOR —sw/ex———— _INDICATES STORMWATER DRAIN EXISTING 3) r 125mm TH WET TOOLED E Teeteocenaete:
THICKNESS. AND REINFORCING. sS'NOTD F ‘SUBD MESH CONTROL JOINT. z i | sc wen sg gneet cor
SI Lf, SUBGRADE PREPERATION, REFER 40mm TOP COVER 4 3 awmetnee
LANDSCAPING, REFER LANDSCAPE INDICATES POSITION OF BLOCK RETAINING LLe “ZA GENERAL NOTES = - mn ~
CAPING, — a 4 R
C ARCHITECT FOR DETAILS. 7 WALL 10 STRUCTURAL ENGINEERS DETAIL, — ‘VAPOUR BARRIER Tie:
bereRUNED 2 R16 x 400(L) (Ga) STOP MESH. SOmm FROM DRIVEWAY & ACCESS PLAN
pee aaisina DOWEL BARS @ 400 EACH SIDE OF JONT.
ww.dialbeforeyoudig.com.au te ieee oTRS, YOmm lin TH. COMPRESSIBLE
www.’ youdig.com. PAVEMENT MATERIALS: Seo WEE Sony LEME 200(0) EDGE FILLER MATERIAL FULL DEPTH Project
SSS 125mm N32 CONCRETE PAVEMENT, SL82 MESH MODLE ae THICKENING OF PAVEMENT.
DIAL1100 100 THK COMPACTED BASE COURSE SAND OR CRUSHER DUST 16 Rene St,
~SUB-GRAL Ti CC CE WTH IFICATION ‘il
RINE Why CARPAR DANEHENT SECT i Tu) TOOLED JOINT CJ) CONCRETE CONTROL JOINT DETAIL Noosaville
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