RFI - Eng Drawings.pdf

                                                         Issue:




                                                                                  Unit 1/11 Project Ave,
                                                                                  Noosa Heads
                                                                                  Ph (07) 5455 5604




                                                         DEBUILD T/A
                                                                                  email:[email protected]
                                                                                  web:www.scg-engineers.com
                                                                                  ABN 40 098 481 899




                                                             Title:




                                                            Project
THIS DRAWING AND ASSOCIATED DETAILS
MUST BE READ IN CONJUNCTION WITH THE
NOTES CONTAINED ON 31131-N
                                                            Date:       Drawn                Design

                                                             Checked:   Drg No.                        Rev.




                                       Rev. - 10.06.16


[OCR of page images]
 

DRAWING SIZE — Al

 

www.dialbeforeyoudig.com.au
ee

DIAL1100

BEFORE YOU DIG

 

 

 

 

 

 

 

 

 

REAR OF UNITS FINISHED SURFACE LEVELS TO ALLOW FOR
OVERLAND FLOW TOWARDS BIO-RETENTION/DETENTION

MINOR FILLING TO ALLOW REAR OF UNITS
OVERLAND SURFACE FLOWS INTO BI-RETENTION

 

BLOCKWORK RETAINING WALL SURROUNDING
BIO-RETENTION BED TO CREATE STORMWATER

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

BASIN. PROVIDE UPSTAND TIMBER SLEEPER WALL ALONG BED PEAS REFER STORMWATER DRAINAGE
BOUNDARY TO RETAIN OVERLAND FLOWS WITHIN SITE
| er
| oO Ar sill
x Wa xx
0.204), (0.704 ash \ 3? _79°10'00” 20.189) oe ot oe ~— “¢
—— SW sw—— SW = Sie Ties, SW— SSS 6—— SW — —— sw- za, SW tt 1.250 sw =
he Gis
\
0. 0. i -0.600
400 828 | 0.216 0.504
-0.912
-0.327
é i
| 8 =1.226 0.808 a/
0.059 |
- 0.984
0.558 1.130 poe
O 0.835
- a K LOT 100
0.000 - 0. 5 \
‘ “005 ~0.237 _ 884 Ls RP106085
\ 028 Cy |
0.670 1.422 a é
Ex. 4 a
J 0.427 ~0.444 0.300 4 aap BATTERED LANDSCAPING
ol : DOWN TO BLOCKWORK FENCE
4 = GRADE SURFACE TOWARDS
~——\——-——~__ BIO-BASIN
1.235 0.987 g BLOCKWORK FENCE ALONG
st § BOUNDARY FOR SOIL AND
jo STORMWATER RETENTION
~0.289 |
1.041 Yi
0.840 hl
0.740 0.387 0.670 |
=0.749 g
=0.305 IN 8
0.448 ee 0.407 | DS
Z & <FAlL ae pais
se? ae eo oe oF OD i C
a a ;
FINISHED SURFACE LEVELS
ALONG SIDE BOUNDARY 10
FALL TOWARDS DRIVEWAY BLOCKWORK RETAINING WALL AT EDGE OF
UNIT TERRACE AREA SET IN FROM REAR
SITE PLAN — BULK EARTHWORKS BOUNDARY, MAINTAIN EXISTING SURFACE
Scale 1: 200 ML SERVICES SHOWN ON THIS PLAN ADICATNE LEVELS BETWEEN WALL AND BOUNDARY
ONLY CONTRACTOR TO LOCATE ALL SERVICES
PRIOR TO COMMENCING WORKS ON SITE. ALL
SERVICES ARE TO BE PROTECTED IN
ACCORDANCE WITH THE AUTHORITY
RESPONSIBLE FOR THE SERVICE
; SLAB AS DETAILED
a IN. STRUCTURAL
DOCUMENTS
LEGEND
48077 CONTOURS AND LEVELS TO AHD. SUPPLY LINE
9, S/EX INDICATES EXISTING SEWER LINE
5.0% 5 INDICATES FINISHED SURFACE GRADE NOMINATED.
INDICATES SEWER LINE PROPOSED AS 7
+16 EXISTING SURFACE SPOT LEVELS. . NOTED MIN 1 IN 60 FALL UNLESS NOTED afi]
OTHERWISE ee
RAMP. INDICATES DIRECTION OF RAMP UP OR Fee TA FOOTING AS
SS DOWN AS INDICATED ———_ w—_ INDICATES WATER MAIN APPROX DETAILED IN
ALIGNMENT, BUILDER TO CONFIRM EXACT STRUCTURAL
INDICATES DEPTH OF CUT (NEGATIVE) OR LOCATION PRIOR TO WORKS _ DOCUMENTS
FILL (POSITIVE) AS NOTED
_ INDICATES TELSTRA LINE APPROX -
T
ALIGNMENT, BUILDER TO CONFIRM EXACT FINISHED LEVELS DIAGRAM
INDICATES AREA OF FILL LOCATION PRIOR TO WORKS TYPICAL SECTION
INDICATES AREA OF CUT sw INDICATES STORMWATER DRAIN PROPOSED
AS NOTED MIN 1 IN 100 FALL UNLESS
b [EWe25) | INDICATES LOCATION OF SECTION LINES NOTED OTHERWISE
——— THIS DRAWING AND ASSOCIATED DETAILS
— swyex INDICATES STORMWATER DRAIN EXISTING MUST BE READ IN CONJUNCTION WITH THE
AS NOTED NOTES CONTAINED ON 31131-N
aw INDICATES POSITION OF RETAINING WALL
—_— TO FUTURE DETAIL
0 2 4 6 8 10

Rev. 10.06.16

KE
EX. SWPT EXISTING STORMWATER PIT
EX. RCHW REINFORCED CONCRETE HEADWALL
EX. SMH — EXISTING SEWER MANHOLE
EX. SCP EXISTING SEWER CONNECTION POINT
E.0.B. EXISTING EDGE OF BITUMEN

K&Cc EXISTING KERB & CHANNEL
NS.L. NATURAL SURFACE LEVEL

FH. FIRE HYDRANT

TP TELSTRA PIT

EP. ELECTRICAL POWER POLE/PILLAR
TS. TRAFFIC OR STREET SIGNAGE
WM. WATER METER

KERB EXISTING KERBING

RPI

 

 

 

Revision | Description Date

 

 

Iss

* FOR APPROVAL

 

DO NOT SCALE FROM THIS DRAWING

The design and associated details contained on this and associated
drawings are copyright and are not to be used or reproduced without
the written permission of SCG Consulting Engineers.

 

Unit 1/11 Project Ave,
Noosa Heads

Ph (07) 5455 5604
email:[email protected]

web:www.scg-engineers.com
‘ABN 40 098 481 899

ENGINEERS

DEBUILD T/A,

 

Title:

BULK EARTHWORKS

 

 

89-93 Eumundi Noosa Rd,
NOOSAVILLE
Date: May m1 Drawn SR Design SR

 

 

Drg No. Rev.

Checked:
Srererdsn |) [OLIOT—-C3.1)