1622-01 to 07

Page 2

     Civil, Environmental &
     Hydraulic Engineers




FH


[OCR of page images]
 

 

LEGEND: NEW SERVICES SEDIMENT CONTROL LEGEND: ( Callaghan & Toth )
x] CONCRETE DRIVEWAY TO IPWEAQ STANDARD DRAWING

 

 

  
   
   

 

 

 

 

 

 

RS-049 & RS-050. N32 125mm THICH F72 MESH PROVDE 8m WIDE TURF STRIPS MAINTAIN UNTIL ON MAINTENANCE Civil Environmental &
(PROVIDE 75mm MINIMUM SUB-BASE PAVEMENT ydraulic Engineers
UNDER CONCRETE IF SUBGRADE CBR VALUE=<6) ERECT SEDIMENT FENCE 10 DETAIL woos eek 2305
PROPOSED PLAIN 100mm THICK N32 CONCRETE FOOTPATH TO © GEOTEXTILE SAUSAGE INLET FILTER 70 STD DWG SD i! 8/41 Sunshine Beach Road
LT IPWEAQ RS-065, Ls 6-11 =I Phone 54749081, Fax 54749041
a www.callaghanandtoth.com.au
(ll) TOPSOIL 75mm THICK WITH FERTILISER & ROLLED B GRADE 4 : PLACE TEMPORARY ROCK ACCESS STD DWG SD 6-14 designed PUM] datum AND DERIVED
WINTER GREEN TURF e= WITH CATTLE GRID OR MOUND AS DIRECTED BY drawn [uP sw 806s
HOUSE No. 25 ENGINEER checked [ADT | Origin (BM) RL 111.322
e STORMWATER KERB ADAPTER TO IPWEAQ RS-081 LOT 103
C5604
a approved
SEDIMENT & EROSION REFERENCE DRAWINGS S STRAINER WIRE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SURVEYED BY
a TT RY & BOTTOM MAX WATTERSON & ASSOCIATES
SD5-2 SHEET FLOW w& a FILTER FABRIC FIXED TO FENCE PHONE (07) 54 426 121
SD5-4 ROCK CHECK DAM » : 08 AND EMBEDDED INTO
SD5-5 EARTH BANK (LOW FLOW) os Se ; GROUND MIN. 200mm OF
SD6-8 SEDIMENT Fe & G SN — |____ PROVIDE OVERFLOW WEIR 0.5 wide | | P”iect
SD6-11 MESH & GRAVEL INLET FILTER S KG i DISUSE EXISTING * S of HOW WHERE BACKUP FLOW IS TWO LOT COMMUNITY TITLE
\ / e, ‘ ROOFWATER PIPE / \ 2 UKELY 70 OVER TOP WEIR
\ / / \ 7p i * | | 23 TEWANTIN ROAD
TWIN 900 SW PIPE 1 / j fos Se 03
\ rs / ” / p I~ N STAR PICKET COOROY
/ \ / i i —
o 4 )
SAW CUT & GROUT J fe, \
TWO GALVANIZED 4 ! / | ' (~. )
KERB ADAPTERS g “ ' / oi / A SEDIMENT FENCE DETAIL Client
~ 5 j /

 

 

 

 

 

VONG
t i \ NOS TEA 4 TWO PTY LID
i DP Ne Provide turf protection to batters subject to
o i Z X\ catchment lengths greater than 3m.
» Ne Lay continuos strips along contour lines. TS)
($n
< y DP 7 Ss honeWaAven PIPE Check & repair structures after every storm. title
“ Sey, f aS 7 Remove sediment fence only after DRIVEWAY LAYOUT & SEDIMENT
og new grass is established.
, mss CONTROL PLAN
L NQOK/ Sy, wa 3 SEDIMENT FENCE SECTION
»
0

(——————T——eererererer
! ? Place on the toe of all fill batters

~“ where shown or directed by the Engineer.
Si DN These fences are not to be used

S
Cc
Bw
a D -
a \ z ) Y ‘ KR LOT 102 on C5604
a “x * y JL .
op ee Ly ‘ Parish of TEWANTIN
6 \ X YY y, ALS, CARPORT _ J. County of MARCH
Soe Ce

: x Pro . NOOSA COUNCIL
SEDIMENT & EROSION CONTROL CHECK LIST

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

OP iw: H PROVIDE GROUTED ROCK RETAINING Locality of COOROY
J ! u WALL APPROXIMATELY 600mm HIGH
ISSUE MANAGEMENT COMMITMENT SS SS HOUSE No. 23 { \ )
A Fe LOT 102 S i
_————
OBJECTIVE / TARGET Comply with all statutory regulations and maintain SS ‘Ox C5604 SN. ‘ SCALE
them during earthworks/construction. XE > 5 < MATCH FOOTPATH STIS TS TIS Se Va
Comply with the erosion and sediment control plan. Tm xm BIN a ca oP if , & NEATLY TO EXISTING 229 5) 9 8.29 Meters 3
STORAGE AREA \ aan » scale
MANAGEMENT STRATEGY Site foreman to identify and check direction of storm water 1:250(43) aE eT TT ONG SCE
land flows as shown on plan. Provide barriers and other My q \ USE_ONLY_DIMENSIONS PROVIDED. )
measures shown on the plan to intercept storm water flows \ fo/s J 4 |
at the end of table drains, and intercept sediments aes re ‘ f 7 REVISIONS
before reaching gullies. ‘co / ; / Vy
Dy / ? e i revision
\ . “y LN, ‘ A [FOR APPROVAL
TASKS / ACTIONS Erect sedimentation barriers as shown on the plans “~ * / / B | REVISED FOR APPROVAL
before commencing earthworks or drainage improvements. ‘\ 42 Z.
Place rock weirs in table drains as soon as the drains toe No. 21 x ‘MATCH FOOTPATH Oey NEW CONCRETE DRIVEWAY
are cut T CROSSOVER TO IPWEAQ RS-049
. SP223679 NEATLY TO EXITING
/ v
PERFORMANCE INDICATORS Site foreman to check that sediment fence and rock weirs vo fe F —
are trapping the flows after rain. Ensure no bypass occurs. / Z Lhe 4 FILES
; ; ; / / 8 COMPUTER DIRECTORY
FREQUENCY / DEADLINE Site foreman shall monitor performance and repair damage / / X:\JOBS\CT PROJECTS IN PROGRESS\ 1622
after every storm until grass is established. Sediment shall SEDIMENT & EROSION CONTROL 4 ay 23 TEWANTIN RD\DESIGN\CURRENT DWG:1622 BASE
be removed before it reaches overflow level. Sedimentation Controls. shal y with ge ©
edimentation Controls shall comply wi Se BM ’ & /
RESPONSIBLE PERSON The Principal Contractors foreman shall be the requirements of, | S a FOR APPROVAL
responsible for inspections. "MANUAL FOR EROSION AND SEDIMENT 2 =
CONTROL, MAROOCHY SHIRE COUNCIL”
REPORTING / REVIEW Site Foreman to advise workers: if they notice any (MESC, 2007) which can be accessed on the S ~ 2 Sheet_2 of 7 sheets
barrier requiring repair, report it to foreman. Councils external internet site. A J LJ drawing number
CORRECTIVE ACTIONS Site foreman is to repair any damaged barriers Works Standards refer to, / » ° 1622 02
daily. Replacements are to be purchased as required. "Contract Standards for Erosion and JL B
Sediment Control on Construction Sites.” ey XK date 24 MARCH 2017 yy,

 

 

 

Page 3

                                                                  Civil, Environmental &
                                                                  Hydraulic Engineers




CAUTION !!       DANGER !!         DANGER !!        CAUTION !!
                 HIGH VOLTAGE                       UNDERGROUND
UNDERGROUND                          OVERHEAD
                 UNDERGROUND                        SEWER/WATER
TELSTRA CABLE                     ELECTRIC CABLES
                ELECTRIC CABLES


                    energex           energex

Page 4

          CAUTION !!     DANGER !!        CAUTION !!       DANGER !!         DANGER !!
          UNDERGROUND                                      HIGH VOLTAGE
                           OVERHEAD       UNDERGROUND                       ASBESTOS PIPES
          SEWER/WATER                                      UNDERGROUND
                        ELECTRIC CABLES   TELSTRA CABLE                       IN THIS AREA
                                                          ELECTRIC CABLES                    WM
                                                                                                  Civil, Environmental &
                                                                                             E
                            energex                           energex                             Hydraulic Engineers




FH




                                     WM




                                                                  FH




     FH




FH

Page 5

                        Civil, Environmental &
                        Hydraulic Engineers




      CAUTION !!
     UNDERGROUND
     SEWER/WATER




      DANGER !!
        OVERHEAD
     ELECTRIC CABLES



         energex




      CAUTION !!
     UNDERGROUND
     TELSTRA CABLE




      DANGER !!
      HIGH VOLTAGE
      UNDERGROUND
     ELECTRIC CABLES


         energex




                   FH




FH

Page 6

Civil, Environmental &
Hydraulic Engineers


[OCR of page images]
 

 

  
    
     
 
 

 

TOP OF WALL TO BE
ROCK FACE

 

 

 

TOP OF WALL, REFER TO
1622-03 FOR LEVELS

 

 

 

 

GROUTED ROCK RETAINING WALL

150mm TOPSOIL

 

 

  
 
 

INSTALL GEOFABRIC TO FULL HEIGHT &
WIDTH USE BIDIM A12 OR EQUIVALENT
WHEN USING 25mm SCREENINGS

 

 

 

 

 
 
  
 
 

 

FOOT OF WALL, REFER TO
1622-03 FOR LEVELS

 

 

 

TRENCH WIDTH IS TO BE MIN.
150mm WIDE AT BASE. FILL WITH
FREE DRAWING SCREENINGS (25
NOM. DIAMETER) OR APPROVED
NATURAL SAND.

 

 

 

IF NATURAL SAND IS USED TO
BACKFILL, FULLY WRAP SCREENINGS
AROUND AG DRAIN WITH GEOTEXTILE

 

 

 

 

 

FILL VOIDS AROUND FOOTING
BOULDERS WITH CONCRETE GROUT

 

 

 

CONSOLIDATED SUB-GRADE

  

50% UPVC SLOTTED AG DRAIN
SURROUNDED WITH FREE DRAWING
SCREENINGS (25mm NOM. AGG SIZE) WITH
POSITIVE FALL TO UG DRAINAGE SYSTEM
OR CREEK

 

 

 

 

COMPACTED TO 95% STANDARD

 

  

WALL IS TO BE CONSTRUCTED ON COMPACTED SAND. IF
SUBGRADE IS CLAY & LESS THAN 100KPA
A SEPARATE FOOTING DESIGN WILL BE REQUIRED.

 

 

 

SCALE 1:20

 

 

 

 

 

 

 

0.0-1.0m | 8:1 | 4:1 | 300mm MIN BEARING NATURAL

 

 

 

Callaghan & Toth )

Civil, Environmental &
Hydraulic Engineers

PO BOX 2305
NOOSA HEADS 4567
i! 8/41 Sunshine Beach Road
= Phone 54749081, Fax 54749041
www.callaghonandtoth.com.au
designed [MM] datum AND DERIVED
Grawn__} uP 7 PSM. 80658
checked | ADT | Origin (B.M.) RL 111.322

 

 

 

 

 

approved
SURVEYED BY

MAX WATTERSON é& ASSOCIATES
PHONE (07) 54 426 121

 

 

_———
project

TWO LOT COMMUNITY TITLE
23 TEWANTIN ROAD
COOROY

ld

($$ <~r
Client

TEA 4 TWO PTY LTD

TS)

—————————————————
title

STRUCTURAL DETAIL PLAN

DS
_————

LOT 102 on C5604

Parish of TEWANTIN
County of MARCH
NOOSA COUNCIL
Locality of COOROY

En
_————

 

 

SAW JOINT 3mm WIDE D/3 DEEP MIN WHEN
CONCRETE HAS HARDENED SUCH THAT IT
WILL NOT BE DAMAGED BY THE BLADE OF A
S CUT SAW FILL JOINT AS PER DETAIL A

 

 

 

i CUT OUT EVERY SECOND WIRE

 

 

 

 

DIRECTLY UNDER JOINT AND
DEPRESS FABRIC LOCALLY

SAWN JOINT (CJ

N32 CONCRETE
SCALE 1:10

SAW JOINT 3mm WIDE D/3 DEEP MIN 7
WHEN CONCRETE HAS HARDENED SUCH
THAT IT WILL NOT BE DAMAGED BY THE

BLADE OF A S CUT SAW FILL JOINT AS
PER DETAIL A r— DISCONTINUE FABRIC
75mm FROM EDGE

 

 

 

 

 

 

 

 

7
Q
4 ALY EN 3
7 | ‘— DANLEY CRACK IN
DUCER UNDER SAW CUT

“DANLEY’ 16mm 5Q HD GALVANISHED.
DOWLES WITH DOWEL MASTER
COVER. 400 L x400 CRS

ROAD DOWEL JOINT (DJ
N32. CONCRETE
SCALE 1:10

JOINT DETAILS

BITUMEN IMPREGNATED
FIBREBOARD OR ABFLEX

  

EDGE OF BUILDING SLAB

ISOLATION JOINT (.J.

NOT TO SCALE

SCALE
0.1.25 2.5 3.75 5 6.25 Meters 12.5
SSS

scale
1:250(A3) SCALE. SHOWN. IS_ORIGINAL DRAWING SCALE

 

 

DO NOT SCALE FROM THIS DRAWING
\ USE_ONLY_DIMENSIONS PROVIDED. }

REVISIONS

revision
A | FOR APPROVAL

B | REVISED FOR APPROVAL

 

FILES

 

COMPUTER DIRECTORY

 

X:\JOBS\CT PROJECTS IN PROGRESS\1622

 

23 TEWANTIN RD\DESIGN\CURRENT DWG:1622 BASE

 

FOR APPROVAL

 

Sheet 6 of 7 sheets

 

drawing number

1622-06

 

 

 

 

XK date 24 MARCH 2017 yy,

 

 

 

 

Page 7

Civil, Environmental &
Hydraulic Engineers


[OCR of page images]
 

Callaghan & Toth

Civil, Environmental &
Hydraulic Engineers

PO BOX 2305

NOOSA HEADS 4567

i! 8/41 Sunshine Beach Road

= Phone 54749081, Fax 54749041

www.callaghonandtoth.com.au

designed | MM datum AHD DERIVED

Grawn__} uP 7 PSM. 80658
checked | ADT | Origin (B.M.) RL 111.322

 

RL.117.079

 

RL.116.754

 

 

 

1.240 RL.117.079

approved
SURVEYED BY

MAX WATTERSON é& ASSOCIATES
PHONE (07) 54 426 121

 

 

42.224 RL.W5. 444

_———
project

TWO LOT COMMUNITY TITLE
23 TEWANTIN ROAD
COOROY

ld
~

IP CH. 2.441
IP CH. 3.941 RL.117.004

15.216 RL.115.170

IP_ CH.
IP CH. 5.441

      
 

NATURAL SURFACE

IP CH. 9.197) RL.115.792

IP_ CH.

    

IP CH.

FINISHED DRIVEWAY SURFACE

IP CH. 20.616 RL.114.877

ya
Client

TEA 4 TWO PTY LTD

 

 

Te KO)
_—————————————————————

| 4. VOL =5%e 16. Yo -25. %o =[1. y -9. 9 -5. % 2% title
ea 12.097TVO% -5V%e16.66/%_ -25.612% VA9T%_ _-9.158%o_ 5.426% 24 DRNEWAY LONGITUDINAL SECTION

DATUM R.L.112.000 ES

 

 

CUT

VOLUMES LOT 102 on C5604
FILL Parish of TEWANTIN

 

 

 

County of MARCH
NOOSA COUNCIL

Locality of COOROY

En

NATURAL SURFACE

116.929
115.470
114.588
114.065

 

( ‘
SCALE

0.05 1°15 2°25 Meters 5
SSS

 

CUT / FILL DEPTH

scale
1:100(A3) SCALE, SHOWN IS ORIGINAL DRAWING SCALE
DO_NOT SCALE FROM THIS DRAWING

 

 

-0.230
-0.322

 

\ USE_ONLY_DIMENSIONS PROVIDED. }

DESIGN LEVELS ON
ROAD CENTRELINE

REVISIONS

revision
A | FOR APPROVAL

116.929 |0.000
114.757 ]0.692

115.700
114.910

B | REVISED FOR APPROVAL

 

 

 

CHAINAGE

26.616

FILES

0
{
20

 

 

 

 

 

 

 

 

 

COMPUTER DIRECTORY
X:\JOBS\CT PROJECTS IN PROGRESS\1622
23 TEWANTIN RD\DESIGN\CURRENT DWG:1622 BASE

FOR APPROVAL

Sheet 7 of 7 sheets
drawing number

1622-07
\ date 24 MARCH 2017 ]