Compiled Approved Plans 132005.307.01

Document Set ID: 23000656
                   22986789
Version: 1, Version Date: 01/05/2024
                          22/04/2024


[OCR of page images]
 

AMENOMENTS:

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

i
} issue] DESCRIPTION DATE
— ”_| INFILTRATION TRENCH RELOCATED 22.07.05
3 STORMWTER CHAMBER
PR
ass
COPYRIGHT
4 THIS DOCUMENT REMAINS THE PROPERTY OF TATE
A PROFESSIONAL ENGINEERS PTY LTD AND MAY BE USED
j | 20g TORSOE ONLY FOR THE PROJECT AND SITE NOTED BELOW,
SEWER M/H | WOVEN GEOTEXTILE
INFILTRATION OVERFLOW TO SL838 |
SO00L RAINWATER EXISTING CONCRETE OVERLAND 4 q
HARVESTING TANK OVERFLOW INFILTRATION FLOW PATH TO EXISTING a | SLOTIED PIPE
FOR NON_POTABLE REUSE TRENCH REFER OETAIL STORMWATER CHAMBER SEWER M/H ao | le
518.92 s
> Le ie
=s- — eae E | 20mm _ NOMINAL.
————— 16.39 4 \ DIA AGGREGATE
a {
% | od
=o
38 j
3 j PROPOSED INFILTRATION TRENCH
Fe
ae 2G SCALE 1:20
5

 

 

 

 

RL10.85

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

     
  
 

RL10.70
—  _] foots 3 BREAKOUT EXISTING KERB & CHANNEL
i “ BREAKOUT EXISTING PAVEMENT
| tr EXISTING FORM UP STRAIGHT EDGE. wt 1000 eed
“3 i STORMWATER M/H BACKFILL WITH WELL COMPACTED 3 50 TOP COVER
= l $110.98, CTB GRAVEL OR APPROVED ASPHALT a
— { | FLIER. PATCH SURFACE WTH =
2
ef =e | 2mm AC. Zz TOP OF KERB <—2% FALL MIN |
| s ay 7
a i 3 1INB v 4
2 RQ

 

 

 

 

 

 

 

 

 

 

 

 

 

a NOOSA S
. PLANS

 

 

 

 

 

 

; WATERPROOF MEMBRANE TO ENGHEERS APPROVAL
| SIGNATURE: 74
CROSSOVER SECTION ‘
2 %° KERB & CHANNEL BREAKOUT AS PER C.C.C D ATE: 9 Mba R..

 

PAVEMENT & STORMWATER LAYOUT PLAN

 

 

 

 

 

 

 

LEGEND
“G39 WocaTES FINAL PAVEMENT LEVEL PRELIMINARY
{ “Trg INDICATES NATURAL SURFACE LEVEL | NOT FOR CONSTRUCTION
( Ey INDICATES PROPOSED 125THK CONCRETE PAVEMENT | Ea 25-5-05
s INDICATES EXISTING SEWER E &
; —— Fo
ALL SERVICES TO BE LOCATED BY CONTRACTOR ON SITE PRIOR 5228 E2152 1000 E

 

TO CONSTRUCTION. ANY DAMAGE TO EXISTING SERVICES TO BE
RECTIFIED AT CONTRACTORS EXPENCE. PROFESSIONAL ENGINEERS
TATE PROFESSIONAL ENGINEERS PTY LID.

ACN, 086 0262 035, ABN, 28 086 262 035
39-45 First Avenue, Mooloolaba

 

 

 

 

1:8 PO Box 1092, Mooloolaba, OLD, 4557
2, % PH, (07) 5457 5300 FAX. (07) 5477 6100
‘Bs 1:8 % Ty WEB: http: //www.tate.net.ou
a i 2 EMAIL: [email protected]
3
oe | PROJECT:
= i PROPOSED RESIDENCE

 

‘ | LOT 30 MARCUS DUNES
MARCUS BEACH

DRIVEWAY SECTION FOR MR & MRS M.HUDDART

DRAWING TITLE:

—— PAVEMENT & STORMWATER
PLAN & DETAILS
DESIGN: MC
ORAWN: PC
CHECKED: MC
DATE: MAY 2005,
‘SCALE: 1; 100, 1:20, 1:10

CERTIFIED FOR TATE PROFESSIONAL ENGINEERS PTY LTD
BY : STEVE HARRISON B.E. RPEQ NO. 4784

 

 

ORAWNG NOS 2064 /O5/RIA sueer 1 oF 1

 

Document Set ID: 22066888 |
Version: 1, Version Date: 82/08/2024 {