SUPERSEDED - 05/0307 - Approved Plans · 132005.307

 

 

 

AMENOMENTS:

 

 

C) | se rae ine
H EXISTING

3 STORMWTER CHAMBER
517.70

 

 

 

iL3.i0

  

COPYRIGHT
THIS DOCUMENT REMAINS THE PROPERTY OF TATE
PROFESSIONAL ENGINEERS PTY LID 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 jj 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
6 Su g
= ca We? 3 20mm NOMINAL
| ———————__——__ {16.59 q DIA AGGREGATE
a

ka
PROPOSED INFILTRATION TRENCH

SCALE 1:20

 

 

 

 

 

 

 

 

9.54

EXISTING 6O0DIA RCP

 

 

 

RL10.85

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

BREAKOUT EXISTING KERB & CHANNEL

   

I
a
Lan
P
Q
S
Ss
a
eat
118.88

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

     
  
 

|| rr BREAKOUT EXISTING PAVEMENT
EXISTING FORM UP STRAIGHT EDGE. wi 1000 Ee CASRIG
STORMWATER M/H BACKFILL WITH WELL COMPACTED 2 50 TOP COVER
= $110.98, CTB GRAVEL OR APPROVED ASPHALT a
=f] { { FILLER. PATCH SURFACE. WITH 5 |
25mm A.C. 2
a oe z TOP _OF KERB <—2% FALL MIN
I | 2 Dea 4
a 3 LIN v
5 RQ

 

 

 

 

 

 

 

 

 

 

 

 

 

 

CBRIS MATERIAL,

WATERPROOF MEMBRANE TO ENGNEERS APPROVAL

 

 

o

 

CROSSOVER SECTION ‘
KERB & CHANNEL BREAKOUT AS PER C.C.C D ATE: 9 Mba R..

 

 

 

PAVEMENT & STORMWATER LAYOUT PLAN

 

 

 

 

 

 

 

LEGEND
“Be INDICATES FINAL PAVEMENT LEVEL PRELIMINARY
“Trg INDICATES NATURAL SURFACE LEVEL | NOT FOR CONSTRUCTION
Ey INDICATES PROPOSED 125THK CONCRETE PAVEMENT 25-5-05

s INDICATES EXISTING SEWER E

No’ SEER B

ALL SERVICES TO BE LOCATED BY CONTRACTOR ON SITE PRIOR 5228 EF

 

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

a, .
1:8 a PO Box 1092, Moojoalaba, QLD, 4557
% = th PH, (07) 5457 5300 FAX. (07) 5477 6100
4

 

 

 

 

% 18 WEB: http: .tate.net.
| %, oy Mini ehgrcershote net ou
or °
+ I PROJECT:
2000 2000 | PROPOSED RESIDENCE

 

‘ | LOT 30 MARCUS DUNES
MARCUS BEACH

DRIVEWAY SECTION FOR MR & MRS M.HUDDART

SCALE 1:100 DRAWING TITLE:
PAVEMENT & STORMWATER
PLAN & DETAILS
DESIGN: MC
DRAWN: PC
CHECKED: MC
DATE:

MAY 2005
SCALE: 1: 100, 1:20, {: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