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LEGEND: EXISTING SERVICES 4 (—
ADJACENT BOUNDARY | i Callaghan & Toth
BOUNDARY Oo ¢ | @ Civil, Environmental &
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3 PP PO BOX 2305
44/44 / 7 Buipine L S | |  @ NOOSA HEADS 4567
—— ——— —— _ ROAD CENTRELINE ——S ba q i! 8/41 Sunshine Beach Road
nl ud =] Phone 54749081, Fax 54749041
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TD ————__ STORMWATER DRAINAGE ot im spacing = | q 4S N designed J ADT] datum AND DERIVED
— — — — — — _ £06€ oF GRAVEL i Ss grown __} Wi PSM, 134553
TABLE DRAN 4Lin_5 FLARE DETAIL = | On | | checked | AH | Origin (B.M.) RL 94 iit
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KERB & CHANNEL a | tt a
OVERHEAD POWER _ © Spproved
SURVEYED BY
GRAVITY SEWER | MAX WATTERSON & ASSOCIATES
SEWER RISING MAIN | 4 PHONE (07) 54 426 121
TELSTRA 2
2 (————_———————e—v——
WATERMAIN | ’ | 1 Project
WATERMAIN-FIRE. HYDRANT
cs WATERMAIN—-VALVE | © . PROPOSED TWO LOT
® WATER METER REFER TO FLARE DETAIL ON SUBDIVISION AT 38 PAVILION
| 6 PLAN 1511-02 FOR DETAILS STREET, POMONA
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LEGEND: PROPOSED SERVICES
— EEE
eee NEW 30mm AC SURFACING WITH GRAVEL PAVEMENT THICKNESS | Client
SUBJECT TO CBR TESTING (NOMINAL 300mm THICK) |
KERB & CHANNEL LAY BACK TYPE INVERT (M1) ALISA WYTHES
TO IPWEAQ STANDARD DRAWING RS-080
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7 VERGE MOUND AS PER VERGE ———oq_J
KLLLLLLLLL LA MOUND SECTION ON 1511-03 Title
£4 ———— __ OVERHEAD POWER TO SERVICE PROPOSED LOT 2. REFER TO PLAN ROAD WORKS LAYOUT PLAN
1511-04 & ELECTRICAL CONSULTS DESIGN FOR INSTALLATION METHOD
S
*@ KERB LIP LEVEL SETOUT POINT. REFER TO - S
PLAN 1511-02 FOR SETOUT REQUIREMENTS SAW CUT 250mm BACK FROM EXISTING EDGE OF BITUMEN
TO PROVIDE CLEAN FACE, ALLOW FOR NEW ASPHALT TO
lJ EXTENT OF FILLING EARTHWORKS. SLOPE, OVERLAP EXISTING AS PER DETAIL ON 1511-02
TOPSOIL/FERTILIZE 75mm THICK & TURF 1 LOT 1 on RP196984
[EXTENT OF VERGE. TOPSOIL/FERTILIZE 75mm Parish of TUCHEKOI
THICK & TURF aris
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REFER 10 CROSS SECTION PLAN 1511-03 | el at te Se a a te et te — i | NOOSA COUNCIL
Ab 124
| ae RESHAPE EXISTING TABLE DRAIN TO Locality of POMONA
o 5 DISCHARGE INTO NEW KERB & CHANNEL
| i —
YY
| SCALE
0 1.25 2.5 3./5 5 6.25 Meters 12.5
| ( SSS
J scale
i | 128008) Nea aa me At
Alexander_David Toth 5068 | | \ USE_ONLY DIMENSIONS PROVIDED. J
ial 4 | j NEW KERB SETOUT TABLE REVISIONS
RL. POINT — fr é 26/04/16 | Tred] revision tte
(a OME | 4 POINT No. EASTING NORTHING LEVEL DESCRIPTION ae OR APPROVAL mais
Estat 1 X=55.171 Y=-62.845 100.118 START 1:5 TAPER B | REVISED ISSUE FOR APPROVAL 04/16
| | 2 X=52.604 Y=~62.332 99.968 END 1:5 TAPER/START KERB & CHANNEL (LIP)
SETOUT DETAILS — M1 MOUNTABLE | 4 3 X=49.556 Y=-62.332 99.777 TP R9.275 (LIP)
TYPE KERB & CHANNEL IPWEAQ SEQ RS—080
Q SEQ _ | 4 X=46,004 Y=~61.625 99.490 SEGMENT OF R9.275 (LIP) TLS
Lo
iw | | 5 X=42,994 Y=-59.612 99.156 MID POINT OF TP R9.275 (LIP) COMPUTER DIRECTORY
y— EXISTING BITUMEN SURFACING TO BE a KAJOBS\CT Pr] N prg\i511 wythes SW INFILTRAT PI
SAWCUT TO ALLOW NEW ASPHALT To n | 6 X=40.984 Y=-56.600 98.918 SEGMENT OF R9.275 (LIP) — x oT Pr Mera 31 hes OY PLAN IN
JOIN SMOOTHLY TO PXSTING SFAL Ss | j 7 X=40.281 Y=~53.047 98.861 TP R9.275 (LIP) 7
2 =40. =-53. , .
ae = | FOR APPROVAL
<2 =x | 5 8 X=40.281 Y=~49.007 98.787 START KERB FLARE/TP R2.850
1
Y | | 9 X=41,231 Y=-46.877 98.759 END KERB FLARE/TP R2.850/START 1:4.9 TAPER Sheet 2 of 5. sheets
NS a CHOHE  CLeAl CoMEL | j 10 X=38.533 Y=-40.215 98.625 END 1:4.9 TAPER drawing number
t FACE FOR NEW PAVEMENT | 151 1 -02
| KERB_LIP_AT PAVEMENT LEVEL FLARE LIP_AT PAVEMENT LEVEL B
CONNECTION TO EXISTING PAVEMENT DETAIL | 4 RADIUS=9.275 (LIP) ARC LENGTH=14.579 RADIUS=2.850 (LIP) ARC LENGTH=2.392 date APRIL 2016 )