1905 10 Opal St RevB

 

 

 

 

 

 

 

 

: SEDIMENT CONTROL LEGEND: Toth Environmental
- ou st — Hydraulic Engineers
J i ERECT SEDIMENT FENCE TO DETAIL PO BOX 2305
Pp ee © GEOTEXTILE SAUSAGE INLET FILTER TO STD DWG SD it /#1 Smahine Beach Reed
lll _ 6-11 =| Phone 54749081
Cooroy, N __ W www.callaghanandtoth.com.au
i ew ® FILTER SOCK TO K&C ESC 03 Teagued [ROT] datums AD OERED
drawn MP.
fomet as . PLACE TEMPORARY ROCK ACCESS STD DWG SD 6-14 ‘ai PM 10197
CI 01 B.M..
i | | ez] WITH CATTLE GRID OR MOUND AS DIRECTED BY checked }G._] Origin (BM)_RL Ti1-AT5
a ENGINEER

 

 

Seow 5 4563 N oe approved
g a ' ‘SURVEYED BY

MAX WATTERSON & ASSOCIATES
STRAINER WIRE PHONE (07) 54426121

 

 

 

 

 

 

 

 

  
 
 
  

: by st sure + i¥— TOP & BOTTOM
_————————
\ FILTER FABRIC FIXED TO ject
¥ ; 3 LOCATION OF FENCE AND EMBEDDED INTO oe,
WORKS 0.5 GROUND MIN. 200mm PROPOSED COMMUNITY TITLES
1._____ PROVIDE OVERFLOW WEIR 0.5m SCHEME (2 LOTS)
2 0.2 FLOW WIDE WHERE BACKUP FLOW S|] 10 OPAL STREET
z Ly UKELY TO OVER TOP WEIR COOROY Q. 4563
g Topaz st 0.3
== SITE_LOCATION PLAN "NTS. Fra prexer ———J
PLAN INDEX
a SEDIMENT FENCE DETAIL ROBERT ERHARTER
1905-01 B SITE PLAN
1905-02 B OPAL STREET ACCESS & STREET IMPROVEMENTS 0 NOTES
1905-03 B OPAL LANE ACCESS & DRAINAGE LAYOUT PLAN Provide turf protection to batters subject to
7RP82318 ($$ W§>—i@<it"+*t
catchment lengths greater than 3m. title
Lay continuos strips along contour lines. SITE PLAN

 
     

8

0SP305000 Check & repair structures after every storm.

Remove sediment fence only after
new grass is established.

STANDARD DRAWINGS

IPWEAQ D-0030 BEDDINGS & BACKFILL TO RC PIPE CULVERTS

IPWEAQ RS-049 RESIDENTIAL DRIVEWAYS PLAN 1 OF 2 SEDIMENT FENCE SECTION

IPWEAQ RS-050 RESIDENTIAL DRIVEWAYS PLAN 2 OF 2 ,

IPWEAQ RS-080 KERB & CHANNEL PROFILES Place on the toe of all fill batters LOT 6 on RP 82318
IPWEAQ RS-140 SUBSOIL DRAINAGE DETAILS & LOCATIONS where shown or directed by the Engineer.

These fences are not to be used

Parish of TEWANTIN
County of MARCH
NOOSA SHIRE COUNCIL
Locality of COOROY

En

EARTHWORKS & COMPACTION NOTES a

 

SCALE
OBTAIN ONE CBR TEST PER MATERIAL TYPE OR AT EVERY 100m OF ROAD (2 TESTS MINMUM). THE CONTRACTOR WILL MEET # SS Te eS
CLEAR TREES, STUMPS, AND ROOTS. MULCH AND STOCKPILE. ScOle SCALE SHOWN IS ORIGNAL DRAWING SCALE

1:500(A3) DO NOT SCALE FROM THIS DRAWING
USE ONLY DIMENSIONS PROVIDED

 

 

STRIP TOPSOIL TO 150mm OR DEEPER AS REQUIRED. PROOF ROLL FILL AREA & COMPACT TO 95% RDD (OR 100% RDD IF
0-300mm BELOW SUBGRADE). REMOVE ANY UNSUITABLE MATERIAL AND REPLACE WITH APPROVED FILL. STOCKPILE AND RE-SPREAD
ALL USEABLE TOPSOIL.

REVISIONS

revision

APPROVED FILL TO BE MINIMUM SOAKED CBR 6, FREE OF ORGANIC MATTER, MAXIMUM AGGREGATE SIZE < SOmm. PLACE IN MAX. A | PREMILIMARY
200mm LAYERS AND COMPACT TO 95% RDD (65% RDD FOR COHESIONLESS SOIL). COMPACT TO 100% RDD IF 0-300mm BELOW B | FOR APPROVAL
SUBGRADE.

MINIMUM COMPACTION TESTS: ONE PER 100m OF ROAD (FOR SUBGRADE, AND ALL GRAVEL LAYERS, MINIMUM 2 TESTS PER LAYER).
THE CONTRACTOR WILL MEET COMPACTION TESTING COSTS. ALL FILL IS TO BE SUPERVISED TO LEVEL 2 AS PER AS3798-1996.

 

 

SERVICE LOCATIONS

It is the responsibility of the Foreman to
contact the relevant service authorities to
ascertain the exact location of services
prior to construction.

 

 

 

 

 

 

 

 

drawing number

 

NOTES:- FILES
SURFACE LEVELS COMPUTER DIRECTORY
SURFACE LEVELS OVER THE SITE HAVE BEEN INTERPOLATED THROUGH COMPUTER MODELLING OF FIELD SURVEY DATA. THESE CALCULATED LEVELS MAY VARY FROM X:\JOBS\CT PRO_N PROG\1905
THE ACTUAL GROUND LEVEL AT THE CORRESPONDING POSITION ON SITE, WHERE MAJOR VARIATIONS OCCUR, THEY SHALL BE REFERRED TO THE SUPERINTENDENT FOR
FURTHER CONSIDERATION WHERE SUCH VARIATION WILL CAUSE MAJOR PROBLEMS WITH CONSTRUCTING THE PROJECT IN ACCORDANCE WITH APPROVED PLANS FOR APPROVAL
SURVEY REFERENCE
ALL CONSTRUCTION LEVELS SHALL BE SET BY THE CONTRACTOR WITH REFERENCE TO SURVEYED STAKES AND SURVEYED BENCH MARKS PROVIDED BY THE
— APPOINTED SURVEYORS, ALL SURVEY STATIONS, SETOUT STAKES AND PERMANENT SURVEY PEGS OR MARKS ON OR ADJACENT TO THE CONSTRUCTION SITE SHALL Sheet 1 of 3. sheets
elstra BE PROTECTED DURING CONSTRUCTION
AUSTRALIA
energex UNDERGROUND SERVICES
NOTE: TELSTRA LOCATIONS ARE APPROXIMATE ONLY FROM TE
NOTE: ENERGEX LOCATIONS ARE APPROXIMATE ONLY FROM TELSTRA PLANS. LOCATIONS ARE TO BE CONFIRMED THE CONTRACTOR SHALL ARRANGE FOR ALL UNDERGROUND SERVICES TO BE MARKED OUT ON-SITE BY THE RELEVANT SERVICE AUTHORITIES,
ENERGEX PLANS. LOCATIONS ARE TO BE CONFIRMED
PRIOR TO START OF CONSTRUCTION. PHONE DBYD
SERVICE LOCATIONS ON 1100 FOR DETAILS.

 

PRIOR TO START OF CONSTRUCTION. PHONE DBYD
SERVICE LOCATIONS ON 1100 FOR DETAILS.

 

1905-01

 

 

 

 

XK date 30 MAY 2019 yy,