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1225_For Approval_A

Attached to the e-mail OPW14/0353 Application for Operational Works - 1 Wilgee Ct Cooroy (Stages 5 & 6 of former 55 Lake Macdonald Dr).

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Civil, Environmental &
Hydraulic Engineers


[OCR of page images]
 

 

( Callaghan & Toth )

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

       

 

 

 

 

 

 

 

 

 

 

 

MANHOLE/END NAME 5) CBN ES (VEN (GP) C05, 6" 66, 65 7 O05 65/ 6/ sy & Civil, Environmental &
z ydraulic Engineers
caer : +—3 4 3 f 8 3 2 2 ono 28
LD TYPE (CLASS 8 OR 0) ° | 1s ° 5 ° ‘| : ° Ty) eye sine Bao fod
JUNCTION LINE By sj als 3 a 3 Phone 54749081
www.callaghanandtoth.com.au
DROP TYPE ° < < =| < < designed [AH | datum AHD DERIVED
g 8 8 8 8 8 8 8 d MM
DEPTH TO HC g g 8 g g g § g checked [ADT] Origin (8m) RedaSe
HOUSE CONNECTION gl a g g g g g g soproved
INVERT LEVEL g = e = = = = - SURVEYED BY
HC TYPE o «| | co | a oo oo| «o| MAX WATTERSON & ASSOCIATES
PHONE (07) 54 426 121
HC LOT No o| = e o « 5 : 2
f . ‘\
CH. FROM D/S MH | ial 8 3 g 3 g 8 5 a
3 a] 8 2 2 5 8 3 3 PROPOSED 9 LOT SUBDMSION
AT 55 LAKE MACDONALD DRIVE
COOROY — ERINDALE PARK
 ,
Oe
Client
| _ e a | 5 8 VALKEV PTY LTD
g g 8 g g g g . )
3 2 z Z| 5 3 2 title
j| 3 E Z E 5 5 SEWER LONGITUDINAL SECTION
4 r NS
a4 | ——>>—
en ee a 1 t LOT 136 on MCH978
LA kt [pt | pt Parish of TEWANTIN
=] pp County of MARCH
4 NOOSA SHIRE COUNCIL
Locality of COOROY
DATUM RL 96.0 DATUM RL 96.0 DATUM RL 95.0 L J
STREET ETC ROAD_RESERVE ALLOTMENT. PARK a
DIAMETER 150_SN8_PVC 150 _SN8_PVC 150_SNB_PVC SCALE
+ + . . O41 2,3 25 5 10
GRADE 1: 405; 15 128.33. 1: 30.96 1: 23.63 1: 124.81 1: 99.88 1: 80.00 SSS eee
Py g s|s | | 2 4:200 VERT SCALE SHOWN IS ORIGINAL DRAWING SCALE
JUNCTION INVERT LEVEL 3 8 als 3 3 g 121000 HORIZ {ge ONLY DIMENSIONS” PROVIDED
DEPTH TO INVERT 5 a8 58 § e 5 g 3/8 5 REVISIONS
INVERT LEVEL eg 2 + alg s| gle z 3 2 is 3 s 5 ale z g A | ISSUED FOR APPROVAL
OF SEWER a zg} gs s/s 8 3 8 g g z alg 2 z
DESIGN SURFACE 8 g g a g g g 3 gl g
LEVEL g S| | S| s S| S| s S| S|
RUNNING. CHAINAGE g 27343 3 13.28 Zl 57.997 g g 33.075 5 g 32.325 8 34.858 z 45.358 3 FILES
a COMPUTER DIRECTORY

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

X\JOBSYCT Projects in progress\1225 30 Tots lake MacDonald Drive\Design\stage S\PC Sewer\PCSiong10.DxF sale: Horiz 1 in 500 Vert T in 100
X:\JOBS\CT PRU N PRG\1225 30 LOTS LAKE MAC
LINE 06 07 05 \JOBS\ A

DRV\DES\STG5\DES\CURRENT DWG:1225 BASE PLAl
FOR APPROVAL

LEGEND Sheet 22 of 36 sheets
A TYPE A HCB i

ee cue 1225-81

D TYPE D HCB

SMS SMS PP MAINTENANCE SHAFT OR EQUIVALENT A

MH 10508 CONC. MH INTERNAL DROP TYPE TOBE IN ACCORDANCE WITH WSA DRAWINGS SEW1300-1306 | | (— dale oth SEPTEWBER 2014 J

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
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