SCG 0187-CD- Issue 3 28.06.2024

 

 

DRAWING SIZE — At

 

HEIGHT DATUM

LOT 34 ON C 5603?
Level Datum AHD
Level Origin PM 24980
Wattle Street, Cooroy

EX. SWPT EXISTING STORMWATER PIT

EX. SMH — EXISTING SEWER MANHOLE

EX. SCP EXISTING SEWER CONNECTION POINT
E.0.B. EXISTING EDGE OF BITUMEN

K&C EXISTING KERB & CHANNEL

NS.L. NATURAL SURFACE LEVEL

= =
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24

 

 

 

Survey information provided by F.H. FIRE HYDRANT
MAX WATTERSON + ASSOCIATES TP TELSTRA PIT
EP ELECTRICAL PILLAR

KERB EXISTING KERBING

RCEW REINFORCED CONCRETE END WALL
SV STOP VALVE

W.M WATER METER

oO

RECONSTRUCT ADJACENT
FOOTPATH AND PROVIDE
SMOOTH JOINT TO NEW
PAVEMENT (NO TRIP HAZZARD).
MAX 1 in 40 CROSS FALL IN
DRIVEWAY WHERE FOOTPATH

 

 

 

 

 

 

 
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

TRAVERSES. REFER COUNCIL DRIVEWAY CROSSOVER GENERALLY IN
STANDARD DRG. RS—065 ACCORDANCE WITH IPWEA STD DRG RS-051
AND COUNCIL REQUIREMENTS. LEVELS AS
NOTED, REFER DRG OW4.2 FOR DETAILS.
1.0m MIN. CLEARANCE BETWEEN EDGE
co AND EXISTING POWER = ___ MH UNDERGROUND TRAFFICABLE
. 4 STORMWATER RETENTION
$) LL: 120.9 TANK, REFER DRG,
SMH 0187-SWI.1 FOR DETAILS.
LP av x
fa; 9" & ar +4
TTT Pea TTS (aL pw pw — oleate 22399] __ [22.68 RW RW RW elle RW RW srt +
“@ | 2 RW RY RW RW RW RW RW aa RW. RW. RW. RW Ry :
~ a Lo 150(H) KERB / vA | / 150(H) KERB a“ (swe) = ASF) MERBT
” Vv fi (sir) 4 a
Nes aI i a o ( rr) DETENTION | /
NW / ye a v . :
A si] cS Sa —#8 14 — — — —_ —_ _ ot —-—-—-L 4+ — — —_ _ _ -5L| + ——|- & warer — + 6 — — — — —_ _ ee ee
wy S| 1 Teas oI} — é oa S / Te DP “CaN -
ae 8 Yh s S| 2 vo lar a = Do 825} + TANK Oost “oN
_1- . ’ Zz
LEGEND = oo / a W. tS / . ;
eEVENY _ / 7
co NEED | 4 122.157] ; {122.405 [122.462 | 122.652 122.747 7 See / 422.832 H123.002 ae 123.047
9-777 INDICATES PROPOSED SURFACE _ A / 121.700 122.015 J ae W a Ww gt == sw \ ae 0
6 CONTOURS AND LEVELS TO AND. oS a o/ \ , (~ c 122.479 alum : 122.779 [8 ‘i 123.073 : Poo
118.0 EXISTING SURFACE SPOT LEVELS. Z| xPeke / V4 Le . f | t
| | LT es wei 0 Cl oy. | B50] 12.850 J)
: £5 / : ‘ é
5.0% > INDICATES FINISHED SURFACE GRADE °° / = | 285 2 85 e > 1 28: 00 2830. A: 7
/ - =s 80m VO H =
Fay INDICATES DIRECTION OF FALL ! Og 3 | 2.56 zz Ae = 2 - Yo PROVIDE R12 GALV. DOWELS oO
aN TO FINISHED SPOON DRAINS. “se B | LU YW | = 600 CTRS AT ALL oO
2 ; Y r OL GARAGE DOOR LOCATIONS.
RANP INDICATES DIRECTION OF RAMP UP OR 4 S | 1 7 7 / TYPICAL. oO
= DOWN AS INDICATED 1.800 3 ’ FSDENTIAL — &x-F- Pe ©
< | cO
x [29.740] INDICATES PROPOSED FINISHED a
SURFACE. LEVELS So = so 1 | 412.300 140362. | sd FFL = DE na Se TFL [ 123.066 123.066 Ky |
d\Poon p 122.197 = - | >
Orn. ° -_ | wos
(SWP) FIELD INLETS OR JUNCTION BOX PRE-CAST NEO 2 ok 122.500 | | 125.100
5 Dz] CONCRETE CAST-INTO. PAVEMENT. REFER SW. by Tm 4 e ,
FOR FURTHER DETAILS. = = O bee | p e
& fo) SS | ve
CD—xxx GRATED DRAIN CAST-INTO PAVEMENT, 2 oO . 7 +
(On «—CREFER SWI.1 FOR FURTHER DETAILS & & HENS Ms | |
a DK sus! Ih Lo YA < | OL) OL) “) ll 7
—____ (Td) ___—_ DENOTES WET TOOLED JOINT TO TERRACE e (122.497 LA 4
SLAB, REFER TO DRG. OW4.3 DETAILS i | : , )
oo SS T ULL Oh id |
Div. Bd j tT
—-—--+—-— _ DENOTES SAWN CUT DANLEY JOINT + S LIL) OU CIOIWIDILID OC IOIL I OU LIL)
REFER TO DRG. OW4.3 DETAILS 2 = (SWP) s HO, | || OOnOIOc Poon) OOO, l oJ o
C4 DRIVEWAY SLAB/PAVEMENT. REFER TO it Ly! LIL) OOOO ANOOOO booooo OUI OO £
NOTES AND DETAILS ON DRG. OW4.3 FOR + HOU OUWUUU OL | onoooood LU OOOO) WU OOOOOOOO F
THICKNESS AND REINFORCING. JJODODooo KIL) |} ooo CIIrt}) Wu JODO
| as 2 g (SWP) OO | (we) OL) 550g (SWP) 5 2? 9 B(swr) Ooo )} BU 3 (SWP) LH & (SWP) eo.
[| MROTTECT FOR DERI bree vy Kt Mmmm VFN) es tPA VA F \\/ pF . PAA me PVA) VAL PAW PA Pw BW Bw Dw Dua Dit Dia Duar ig a
| Tr " 270°00'20" |
BINS AREA.
INDICATES DIRECTION OF RAMP UP OR PROVIDE DRAINAGE PIT FOR CONNECTION TO
IPSS. DOWN AS INDICATED SEWER MAIN. PROVIDE BUND SURROUND TO Oe eae 8 | COUNCIL RFI 28.06.24
DIVERT SW RUNOFF AWAY FROM AREA. REFER DETAILS. REFER DRG A AMENDMENTS 10 PLANS 15.0404
TO HYDRAULIC CONSULTANTS DETAILS. 0187-SWI.1. TYPICAL Revie mt at
——— £——— _INDICATES OVERHEAD ELECTRICITY evision | Description Date
eine ; 2 3 FOR APPROVAL
hal CD177BAAAN - ,
INDICATES EXISTING SEWER LINE
SITE PLAN — DRIVEWAY & CROSSOVER PLAN NOT SCALE FROM THIS DRAWIN
DO NOT SCALE FROM THIS DRAWING
— W—_ INDICATES WATER MAIN APPROX Scale 1: 100 The design and associated details contained on this and associated
ALIGNMENT, BUILDER TO CONFIRM EXACT drawings are copyright and are not to be used or reproduced without
LOCATION PRIOR TO WORKS the written permission of SCG Consulting Engineers.
+ INDICATES TELSTRA LINE APPROX ALL SERVICES SHOWN ON THIS PLAN INDICATIVE oe Unit 1/11 Project Ave,
ALIGNMENT, BUILDER TO CONFIRM EXACT omoR oO CMMIERCING homes ON SIE A ALL LINE MARKING TO BE IN ACCORDANCE MAXIMUM CROSS-FALL OF 1 in 40 ON ALL NEW KERB & CHANNEL TO BE IN ACCORDANCE 5 SOG Noosa Heads
LOCATION PRIOR TO WORKS WITH THE QUEENSLAND MANUAL OF UNIFORM FOOT-PATHS AND INTERNAL PEDESTRIAN WITH IPWEA STANDARD Drg. SEQ-RS-080 & 2 oii intdeaeamoe on
SERVICES "ARE TO BE PROTECTED IN TRAFFIC CONTROL DEVICES & AS 2890.1 PATHS AND RAMPS COUNCIL STANDARD DETAILS g ee webowwocsr-sngpoecon
INDICATES STORMWATER DRAIN EXISTING ACCORDANCE WITH THE AUTHORITY : : 8 Monmmerang naneets com
— sw/eEx ———— PARKING FACILITIES PART 1: OFF-STREET CAR i
AS NOTED RESPONSIBLE FOR THE SERVICE PARKING
Title:
CONTRACTOR TO REPAIR ADJACENT THE DRIVEWAY & ACCESS PLAN
CONTRACTOR TO TOPSOIL AND TURF ANY CONTRACTOR TO REPAIR/REINSTATE ANY CONSTRUCTION SITE KERB. FOOTPATH OR
. . DISTURBED OR DAMAGED AREAS OF THE ROAD DAMAGED AREAS OF EXISTING FOOTPATHS, ROAD RESERVE IF ANY DAMAGE IS SUSTAINED
www.dialbeforeyoudig.com.au RESERVE ADJACENT THE CONSTRUCTION SITE KERB & CHANNELS TO COUNCIL STANDARDS DURING CONSTRUCTION. GRASSED AREAS ARE Project
TO BE RE TOP SOILED AND TURFED.
gy DIAL1100 COOROY
; , D Desi
BEFORE YOU DIG Date: Apri 24 rawn TH esign TH
0 1 2 3 4 5 Checked: Drg No. Rev.
nanny r——7.__7m1:100 © Al_— sl ppeQ 27698
1:200 @ A3 ‘| T Harrington 01 8/7 —OW4.1 B.