Rfi - C6535-25-FULL Set 2025-06-18

 

2
SP262457

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10.0m \
12.5m \
T 12.5m
a fe perce inser | 15.0m SCALE 1:50 WS a
| i \ a INTERSECTION WORKS
so _ > 30mm DENSE GRADED ASPHALT SURFACING (DG10)
boa | PP TT Tp - SEAL COAT ([email protected]/m?)
SS wo 125mm BASE (TYPE 2, SUBTYPE 2.2)
an 7 55 ae 200mm — SUB-BASE (TYPE 2, SUBTYPE 2.3)
ar ee 335 7 200mm — LOWER SUB-BASE (TYPE 2, SUBTYPE 2.5)
Pros 5 i
> P5555, = PRIMERSEAL TO COMPRISE OF A 7mm AGGREGATE AND A MINIMUM
ee — oS COVERAGE OF 120 m?im?
ome Rabe.4 a FINAL PAVEMENT DEPTH TO BE DETERMINED FOLLOWING
Te LAKE MAgD SO SOIL TESTS BY GEOTECHNICAL ENGINEER.
a EXISTING KERB joo ONALD |__REFER INSET. SUBGRADE COMPACTED TO 100% STANDARD COMPACTION.
ay BE TAKEN UP AND ole START 0.000 SUBSOIL DRAINAGE BENEATH ALL KERBS.
PAVEMENT SEAL TO BE EXTENDED 2.0m ~~ P4 7
OVER RELOCATED CULVERT AND TIE IN ~
NEATLY TO EXISTING DRIVEWAY. EDGE OF EXISTING KERBTO “=
. \| EXISTING BE TAKEN UP AND a
N DISPOSED OF.
1.0m WIDTH
1IN4 VARIES
BATTER
SM3 KERB EDGE OF EXISTING PAVEMENT
REFER R15 FOR OVERLAP DETAIL. TO BE REALINGED ~
BEHIND NEW KERB
SECTION EXISTING HOY
- B2 KERB ROAD STREET SIGN ~
SCALE 1:50 TO BE RELOCATED.
SETOUT COORDINATES
COORD No. | EASTING | NORTHING LEVEL
1 492342.887 |  7080352.061 106.200
2 492344990 | 7080362175 | 104.567
3 492364428 | 7080410859 | 102.708
4 492371.669 | 7080423150 | 102.504
5 492399.371 | 7080458.762 | 102.048 1
6 492389.755 | 7080435652 | 102.212
7 492385.270 |  7080426.711 102.234 RP195775
8 492384001 | 7080421.778 | 102.240
9 492379.869 ]  7080410.281 102.198 \
10 492387.513 | 7080400752 | 101.915 ‘
1 492399633 | 7080402292 | 101.507 \
12 492407.311 | 7080402363 | 100.760 \
13 492389487 | 7080391.726 | 102.039 \
14 492380.272 | 7080387.150 | 102.298 EXISTING 375 RCP \ 12
15 492372.221 | 7080387.743 | 102.647 \
16 492365487]  7080383.291 103.006 REFER R10 FOR \ RP887049
7 492362878 | 7080375.652 | 103.284 \
18 492359.706 ]  7080371.581 103.555 DRIVEWAY SETOUT. \
\
,
1 1 / !
J.L104.23 LLL 102.07,
Dap - SETOUT COORDINATES SETOUT COORDINATES
Pe =
TTT aL COORD No. | EASTING | NORTHING LEVEL COORD No. | EASTING | NORTHING LEVEL
| perce eed
Fo 19 492344409 | 7080359378 | 104.732 25 492367630 | 7080416.293 | 102.589
7 20 492343645 |  7080361.390 | 104.684 26 492366922 | 7080419.032 | 102.564 0 10 20 30 40 50m
a 492342.384 | 7080362.328 | 104.810 27 492366491 | 7080419.286 | 102.565 j f ;
2 492343.762 | 7080366.205 | 104.700 28 492368775 | 7080423.163 | 102.560 —————————
23 492344.240 | 7080366130 | 104.612 29 492369.210 | 7080422.906 | 102.553 oo SCALE 150A1 1.1003
24 492346.783 | 7080367355 | 104.274 30 492371939 | 7080423599 | 102.491 re ° oo to eo so ta
I r m
EXISTING 375@ RCP UNDER DRIVEWAY baal st
TO BE TAKEN UP AND RELOCATED. fo SCALE 1-100 A1, £200.43
— 0 4 8 12 16 20m
INSET INSET rl
SCALE 1:100 SCALE 1:100 SCALE 12001, 1400 A3
REV | DATE DESCRIPTION By | cHKD PROJECT:

 

Pp
E

 

07 5443 4443

 

18/06/25

 

INTERSECTION PAVEMENT TYPE AMENDED AND LINEMARKING ADDED

Ew

 

 

DRAWING TITLE:

   

 

PROPOSED RESIDENTIAL SUBDIVISION

INTERSECTION LAYOUT PLAN

WALSH

 

 

 

 

 

 

  

 

 

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