Attachment 1.pdf

 

 

DRAWING SIZE — Al

 

 

 

 

KE CONSTRUCTION NOTES
— GENERAL:
EX. SWPT EXISTING STORMWATER PIT 1. DO NOT SCALE FROM THIS DRAWING.
RC. HW. — REINFORCED CONCRETE HEADWALL 2. ALL DIMENSIONS IN MILLIMETRES
HEIGHT DATUM EX. SMH — EXISTING SEWER MANHOLE 3. SETTING OUT DIMENSIONS ARE TO BE OBTAINED FROM THE
Lot 1 & 2 on RP 73072 E.0.B. EXISTING EDGE OF BITUMEN ARCHITECTURAL DRAWINGS.
Level Datum AHD K&C EXISTING KERB & CHANNEL 4. ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE
eve alum SSS = FS NS.L. NATURAL SURFACE LEVEL ARCHITECTURAL DRAWINGS ARE TO BE REFERRED 10 THE
Level Origin PM 18416, RL 9.967m FH FIRE HYDRANT ENGINEER IMMEDIATELY.
| TP TELSTRA/NBN PIT 5. THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING
Survey information provided by Max EP. ELECTRICAL POWER POLE SERVICES WITHIN AND ADJACENT THE ALLOTMENT AND SHALL
Watterson & Associates ET. ELECTRICAL TRANSFORMER ENSURE THAT ALL NEW WORKS ARE IN ACCORDANCE WITH
| WN. WATER METER THE ATTACHED CRITICAL DEPTH LINE DIAGRAM.

1. EXISTING FOOTPATHS TO BE SAW CUT PRIOR TO REMOVAL
2. MINIMUM CONCRETE THICKNESSES:

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
  

 

 

 

 

 

  
 
      
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

S. | 6 PAVEMENT (VEHICLES): 125mm U.N.O.
} o eo
4 oe, <a, &, “ FOOTPATHS: 125mm _U.N.O.
4 .
%o, <.% f+ &, 3. CONCRETE IN ACCORDANCE WITH AS360 AND AS1379
+ Zot, S, %. &, 49, o. &. AND MINIMUM STRENGTHS AS FOLLOWS:
ty 5 % eo, %, ©, “x, 4 PAVEMENT (VEHICLES): 32 MPa
4 Coy >| o o os, at. FOOTPATHS: 25 MPa
by &S, & ; z ~ Viz, &, 4. CONCRETE SURFACE TOLERANCE +5.0mm OVER 3.0m
OOOoo &. & &% 5, REINFORCEMENT FABRIC TO AS 1304, PLACED CENTRAL
Lf ff f/f LULL, &, SLAB DEPTH.
%, — 1 6. MAX. 1 in 40 CROSSFALL (ACCROSS) ON FOOTPATHS.
+ 60 %) 7. EXPANSION JOINTS AS NOTED (T.J./K.D.J) ON PLANS TO
L FFL 13.75 & Zp. £ BE 10mm WIDE WET TOOLED WITH EVERY 2ND MESH WIRE CUT
“a : & x x ALONG JOINT. REFER DETAIL.
&. , __. FFL 14400 < 8. ONE ACCESS POINT PERMITTED FOR EACH ALLOTMENT,
in wv . 9. FOR CURVED DRIVEWAYS, MAXIMUM GRADES APPLY TO
PROVIDE SMOOTH JOINT TO NEW “4 “o f 113730 | 5 S290 B INSIDE EDGE OF CURVE
PAVEMENT (NO TRIP HAZZARD). 8, 4 O. 7] gS 9 iN Q. - oh, . 10. ALL EXISTING SERVICES TO BE LOCATED AND PROTECTED
MAX 1 in 40 CROSS FALL IN % Sy & ns be a “24 —t_—__] “> AS REQUIRED PRIOR TO WORK COMMENCING
(a)
DRIVEWAY WHERE FOOTPATH f+ 0, RESIDEI TAL ‘ {15.660 Sy yt
TRAVERSES, REFER COUNCIL & & S | %
STANDARD DRG. RS-065 DEVEL ORMENT g* o S [ /| Qs,
7 iS 14.230 /, Sle to
| 13.730 ° “5, —— L- | |_ a ee
. pa Ss
x ave) 413.730 * e| AY O5% a
DRIVEWAY CROSSOVER GENERALLY IN a / 5 s L
ACCORDANCE WITH IPWEA STD DRG RS-051 : &, : i |
AND COUNCIL REQUIREMENTS, LEVELS AS FFL 13.75 % @ Eee > L
oy ; t_| ec.
NOTED Z an cm | — FE
Anno ) 2 Ke <0] 8
Ll Veg C SV 14.550 FFL 14.600 os
“SX CREST Lo
fo <¢ rae %
a tetee 5 Le. 2%, s &
a Zl : :
%. 3 | opivews — _ | | B |) Bho, oO SIDENTIAk on Oe
“te| CAN ee || S| fe PL NEMTUNE _- 114.000 fnorrerono |g |_| norco qo “DEVELOPMENT” ce, a, Ss
= SS = ~~~ — 46 — >
EXISTING CROSSOVER 10 BE REMOVED, E Sp, AE x ra wy < %
REINSTATE TYPE Bl KERB & CHANNEL 3 5 = 4 Ld
; + 0:
IN ACCORDANCE, WTH COUNCIL 4y is, °6 FFL 15.000 <. 6
STANDARD DRAWING RS-080, MAINTAIN ¥y ®.
EXISTING SURFACE GRADES. J / > ATLL \ 14860 <. 4+ “
LEGEND . 4 \ 7.65m | meas
|
Loc] \
__---7 INDICATES PROPOSED SURFACE FFL 14.68 - or
43.07 CONTOURS AND LEVELS TO AHD. “o4 ( A
Lob Lo \
5.0% MINOR RESHAPING TO EX. GROUND “z \ 14.880 Q., a
__5.0% _» INDICATES FINISHED SURFACE GRADE LEVELS IN ROAD RESERVE FOR NEW | | | 3 a Sy ale | 5 I r 5
DRIVEWAY. ENSURE MIN. COVER TO J\a ey + O
9 + KS)
4'8: EXISTING SURFACE SPOT LEVELS. SERVICES ARE MAINTAINED. AND . a = 2 ro oan s &,
RE-TURF. \ QJ ode. 2
x INDICATES PROPOSED FINISHED %, ots RESIDENTIAL : +o. ; S MS | BF
SURFACE LEVELS % "et | PEVELO, ENT ge Ns | .
f %, fe 12 Bin ig 1 1
RAMP. INDICATES DIRECTION OF RAMP UP OR oS, “sz, SN \S =
SSS DOWN AS INDICATED Le = ao vy 8 FFL 15.200 by.
NI + l
FIELD INLETS OR JUNCTION BOX PRE-CAST “;, 4, ° ~- X 15.230 [| - , Z 4
Dx] EE] _ CONCRETE CAST-INTO PAVEMENT. REFER SW1.1 4+ |/S. & , Sy \ 4 ¥ “
FOR FURTHER DETAILS. fl, + FFL 14.68 \ +
Te \ Sy YS
GD—xxx GRATED DRAIN CAST-INTO PAVEMENT, UOOUOU Wee Jo
(OTT s—seREFER SW1.1 FOR FURTHER DETAILS
e
(T.) DENOTES WET TOOLED JOINT TO TERRACE 5 L 5 6 <“e Ss 6 » leo &
—-— Ae g ; <. ; y. . L DB. +
SLAB, REFER TO DETAILS Pa y &, on Oy, es 4, ee On BY, |%- +%
+ + = =a
KD. Je, Li) © <. 3 &
(KO) DENOTES DANLEY JOINT TO DETAIL “E& 3 x _ Gn “, % ; “y “oO Fob +e
a Bb Lx
O, = + }
TERRACE SLAB. REFER TO STRUCTURAL 44; BY “+ oy
DETAILS FOR THICKNESS AND so
REINFORCING. | 2 di |
DRIVEWAY SLAB/PAVEMENT. REFER TO
NOTES AND DETAILS FOR THICKNESS AND | |
REINFORCING.
ee INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE
A DETAIL ADDED 25.11.21
INDICATES EXISTING SEWER LINE SITE PLAN — DRIVEWAY & ACCESS: Revision Description Date
, Issue:
—___ yw INDICATES WATER MAIN APPROX FOR APPROVAL
ALIGNMENT, BUILDER TO CONFIRM EXACT ALL SERVICES SHOWN ON THIS PLAN INDICATIVE CONTRACTOR TO TOPSOIL AND TURF ANY NEW KERB & CHANNEL TO BE IN ACCORDANCE
LOCATION PRIOR TO WORKS ONLY CONTRACTOR TO LOCATE ALL SERVICES DISTURBED OR DAMAGED AREAS OF THE ROAD | | WITH NOOSA SHIRE COUNCIL STANDARD Dra.
PRIOR TO COMMENCING WORKS ON SITE. ALL RESERVE ADJACENT THE CONSTRUCTION SITE RS-080 & COUNCIL STANDARD DETAILS DO NOT SCALE FROM THIS DRAWING
t INDICATES TELSTRA LINE APPROX SERVICES ARE TO BE PROTECTED IN The des and ossoted detls conned on ths ond ssid
ALIGNMENT, BUILDER TO CONFIRM EXACT ACCORDANCE WITH THE AUTHORITY the written permission of SCG Consulting Engi
LOCATION PRIOR 10 WORKS RESPONSIBLE FOR THE SERVICE MAXIMUM CROSS-FALL OF 1 in 40 ON ALL }e written permission of SC Consulting Engineers.
FOOT-PATHS AND INTERNAL PEDESTRIAN ; ;
—sw/ex—————_ INDICATES STORMWATER DRAIN EXISTING PATHS AND RAMPS PS Noosa Heads’
AS NOTED ALL LINE MARKING TO BE IN ACCORDANCE < Ph (07) 5455 5604
WITH THE QUEENSLAND MANUAL OF UNIFORM 5 Se amaadmin@scg-enginees com
=— WHEEL STOPS AS PER CLIENTS TRAFFIC CONTROL DEVICES & A.S 2890.1 CONTRACTOR TO REPAIR/REINSTATE ANY z fewaomniin
(WS) REQUIREMENTS FIXED AS PER PARKING FACILITIES PART 1: OFF-STREET CAR DAMAGED AREAS OF EXISTING FOOTPATHS, e
MANUFACTURER'S DETAILS PARKING KERB & CHANNELS TO COUNCIL STANDARDS Title:

 

 

 

DRIVEWAY & ACCESS PLAN

 

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Date: Nov 21 Drawn SR Design SR
0 2 4 6 8 10 Checked: Drg No. Rev
PU tm: 200 © AI 5
raoco@ as | See, 1 |31030-C3.1| A