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221633 Civil_Combined
Original PDF page 7, section 1. The text section number identifies this passage in the reader.
4
121.
118.4
122.0
S
120.4
SW
120.6
120.2
120.8
.2
121
S
PROVIDE BOLLARD TO SHARED ZONE PROVIDE DISABLED PARKING BAY
SW
IN ACCORDANCE WITH AS2890.6 LINEMARKING IN ACCORDANCE WITH AS2890.6
.2
119
CARPARK TO DIRECT FLOWS TO
.2
118
EXISTING STORMWATER PITS
II
122.2
.8
1.6
118
12
JOIN NEATLY TO
S
121.0
EXISTING FLUSH KERB BK
SW
119.8
JOIN NEATLY TO
RELOCATE EXISTING
II
121
EXISTING FLUSH KERB
STREET LIGHT CLEAR OF
.4
BK
PROPOSED CARPARK
5.400
119.0
TYP.
120.0
BK
120.2
120.4
120.6
120.8
121.0
121.2
S
121.8
ER
II
TRANSITION BARRIER KERB
BK
6
119.
2.500 TO FLUSH KERB OVER 2.0m
S
SW
JOIN NEATLY TO TYP. RELOCATE EXISTING
LINE OF SAWCUT
118.2
EXISTING KERB STREET LIGHT CLEAR OF
118.6 118.6
PROPOSED CARPARK
6.200
0
6
8
4
2
1.6
.8
9.0
JOIN NEATLY TO EXISTING PAVEMENT.
120.
119.
119.
119.
119.
118
12
11
.4
REFER C401 FOR TYPICAL DETAIL
119
S
SW
PROPOSED KERB RAMP.
122.4
JOIN NEATLY TO EXISTING PAVEMENT.
REFER NSC STD DWG SD: 9006 2.500
LINE
REFER C401 FOR TYPICAL DETAIL
TYP.
JOIN NEATLY TO EXISTING PAVEMENT.
OF SA
REFER C401 FOR TYPICAL DETAIL RET
WALL
WCUT
S
121.8
SW
RET
5.590
MIN.
118.4
JOIN NEATLY TO
BK
BK
BK
EXISTING KERB
WALL S
JOIN NEATLY TO
EXISTING KERB
BK
120
120
.0
SW
.4
122
120
.2
120.8
RET
.6
119.2 121.2 WALL
.8
118
JOIN NEATLY TO EXISTING 118
.8
121.6
S
BARRIER KERB 119.0 119.8 120.0
121.0 121.4
118.8
SW JOIN NEATLY TO
EXISTING PATHWAY
.2
122
SW
S
JOIN NEATLY TO EXISTING
FILENAME: \\AD.EDGECE.COM\JOBS\220000\221633-NOOSA CHRISTIAN COLLEGE LRC ADMIN REFURB\EDWG\CIVIL\221633 C401 STORMWATER & SITE GRADING PLAN.DWG
SW BARRIER KERB
2.2
12
119.6
SW
S
SW
110 FINISHED FLOOR LEVEL - FSL
35 ASPHALT CONCRETE
40 10 PRIMER
LEGEND
150
150 CBR 80 TOP COURSE
PROPERTY BOUNDARY
EXISTING MINOR &
11.1 MAJOR CONTOUR (0.100m) NOTES
300
200 CBR 45 BASE COURSE
EXISTING BUILDING CUT BACK EXISTING 300 LINE OF BULK EARTHWORKS LEVEL - BEL 1. CONTRACTOR TO READ DRAWING IN CONJUNCTION WITH ARCHITECT'S,
SW EXISTING STORMWATER 150 PAVEMENT MIN 150 SAWCUT LANDSCAPE, STRUCTURAL AND HYDRAULIC ENGINEER'S PLANS.
EXISTING SUBGRADE (ASSUMED CBR 3). ALLOW
W EXISTING WATER TYPE B2 BARRIER KERB AC TYPICAL FOR 100 CBR 15 SUBGRADE REPLACEMENT 2. CONTRACTOR TO CONFIRM LOCATION OF ALL EXISTING SERVICES
PRIOR TO COMMENCEMENT OF WORKS AND NOTIFY ENGINEER IF ANY
S EXISTING SEWER
DISCREPANCY OR POTENTIAL CLASH IS NOTED.
E EXISTING ELECTRICAL TOP COURSE
110 3. ALL EXISTING SERVICE PITS AND LIDS WITHIN EXTENT OF WORKS TO
150
EXISTING ELECTRICAL OVERHEAD 40 BASE COURSE BE MODIFIED TO SUIT NEW FINISHED SURFACE LEVELS.
ASPHALT PAVEMENT WORKING PLATFORM DETAIL
N
4. FOR CLARITY SUBSOIL DRAINS BEHIND KERBS HAVE NOT BEEN SHOWN.
150
T EXISTING TELECOMMUNICATIONS NTS ALLOW FOR ALL SUBSOIL DRAINAGE AS REQUIRED AND CONNECTION
REFER PAVEMENT PROFILE EXISTING PAVEMENT
PROPOSED MINOR & FOR LAYER THICKNESS TO NEAREST DOWN STREAM PIT IF REQUIRED.
11.1 MAJOR CONTOUR (0.100m) FINISHED SURFACE LEVEL - FSL
PROPOSED BUILDING
150 TYPICAL NEW PAVEMENT TO
PROPOSED BATTER TOP 200 TOPSOIL
TYPE B4 BARRIER KERB
EXISTING PAVEMENT JOINT DETAIL WARNING
PROPOSED BATTER TOE BULK EARTHWORKS LEVEL - BEL
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