Civil Plans SCG 31131-OPW-2022.04.05.pdf

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                                                 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




                                                    Date:       Drawn                Design

                                                     Checked:   Drg No.                        Rev.




                               Rev. - 10.06.16


[OCR of page images]
 

 

DRAWING SIZE — At

 

  

www.dialbeforeyoudig.com.au

SAY DIAL1100

yy BEFORE YOU DIG

 

EXISTING CONDITION SURVEY
A PHOTOGRAPHIC SURVEY OF THE EXISTING KERB &

CHANNEL AND FOOTPATHS FRONTING THE SITE IS TO
BE COMPLETED AND ISSUED TO COUNCIL PRIOR 10
THE PRE-START WORKS MEETING WITH COUNCIL.

 

 

 

 

 

81 on RP71151
Level Datum AHD

Drg No. 21215DET

 

 

HEIGHT DATUM
Lot 1 on RP130594 & Lots 80 &

Level Origin PSM115316, RL 3.593m
Survey information provided by Noosa
Cooloola Land Surveys Pty Ltd

 

 

RECONSTRUCT ADJACENT FOOTPATH AND

EXTEND CENTRAL MEDIAN KERBING 6.0m
PAST SOUTHERN SIDE OF NEW DRIVEWAY
FOR RIGHT IN AND OUT ACCESS ONLY,
KERBING AND LANDSCAPING TO TO
COUNCIL STANDARDS. MAKE GOOD
LINE-MARKING AND CHEVRONS

PROVIDE SMOOTH JOINT TO NEW

PAVEMENT (NO TRIP HAZZARD). MAX 1
in 40 CROSS FALL IN DRIVEWAY WHERE
FOOTPATH TRAVERSES. REFER COUNCIL

STANDARD DRG. RS—065

4189

RAMP. ww.

(SWP)
Xe

GD-xxx

— sw/eEx

 

sw

 

/

NEW FOOTPATHS WHERE SHOWN \
SHADED TO NOOSA COUNCIL
STANDARD (IPWEA RS-065) 72
MATCH EXISTING FOOTPATH WIDTH \ A
PROVIDE SMOOTH TRANSIVON TO /

EXISTING.

/

LEGEND

EXISTING SURFACE SPOT LEVELS.

INDICATES DIRECTION OF RAMP UP OR

DOWN AS INDICATED

FIELD INLETS OR JUNCTION BOX PRE-CAST
CONCRETE CAST-INTO PAVEMENT. REFER SW1.1

FOR FURTHER DETAILS.

GRATED DRAIN CAST-INTO PAVEMENT.
REFER SW1.1 FOR FURTHER DETAILS

DRIVEWAY SLAB/PAVEMENT. REFER TO
NOTES AND DETAILS ON THICKNESS AND

REINFORCING.

INDICATES OVERHEAD ELECTRICITY

SUPPLY LINE

INDICATES EXISTING SEWER LINE

INDICATES WATER MAIN APPROX

/'|

i,

DEMOLISH & REMOVED EXISTING

 

 

 

 
   
 
  
 
 
 
  
   
  
 
 
 

UNDERGROUND TRAFFICABLE
STORMWATER RETENTION

TANK, REFER DRG.
S1131-SW1.1 FOR DETAILS.

5.5m (W)

DOOR.

TYP.

FOR STORMWATER PIT

GAPS IN KERB TO ALLOW FOR
STORMWATER RUNOFF INTO

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

     
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS

INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS

INDICATES STORMWATER DRAIN EXISTING

AS NOTED

INDICATES STORMWATER DRAIN PROPOSED
AS NOTED MIN 1 IN 100 FALL UNLESS

NOTED OTHERWISE

INDICATES POSITION OF CONCRETE
SLEEPER RETAINING WALL TO
STRUCTURAL ENGINERS DETAIL.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

/ DETAILS. REFER DRG
DRIVEWAY CROSSOVERS AND PNOVeD DRIVEWAYS M LOT 79 31131-SW1.1. TYPICAL |DETENTION/BIO-BED
RE-CONSTRUCT NEW TYPE Bt BARRIER 7 RP71151 /
KERB & CHANNEL AS PER NOOSA / | ‘
COUNCIL STD DETAIL IPWEA RS-080. | | /
MAINTAIN EXISTING SURFACE GRADES x ix — ~ 2 xk x ’ &
AND ENSURE SMOOTH TRANSITIONS. (SWP) (SWP) (SWP) 48-10'00" 95.916 (SWP) a» (SWP) (SWP) (SWP) (SWP)
TYPICAL. Sw E Sw Sw SWo ae SW 3 a fy x
a ~~ 14.194 Y . x. ast “ .
e " - ,
DRIVEWAY CROSSOVER GENERALLY IN yy / | | ~ (SWP) |
ACCORDANCE WITH IPWEA STD DRG RS-051 0 aaa | po TTT TTT
(TYPE B) AND COUNCIL REQUIREMENTS. LEVELS / LL |
AS NOTED de 77 ” OF, Z / a
/ “
/ 36 3 | © : |
/ THOt THO2 THOS THO4* * i’ mos * Y CHO” THO? THO8 r
142 ~ FFL: 15.900 Fre 15.500 | FFL:15.500 “i 15,050 rede FFL:t4.000 | FFL{13.400 ] FFL: 13,400 FFL: 12.600 !
TT oS 4 GC 4, an : —
il = 5.4m (W) “y Ue son (i OY %, sam (W)} te 5.4m (W) Y We Aoi w) Ad
a DOOR. TYP. “ Js be “DOOR. TYP. LC Y DOOR. TYP. id pe DOOR. TYP._ a DOOR, Le | \
a nd pe poke
SY NS PEDESTRIAN ZONE NR SS = SSS SAE NM FRAY Lo J 1
nd Ar Rea .
CONCRETE DRIVEWAY ' Ve z we s/ LOT 100
SH —OY# JD sf er. SEL Sa iS--B a a a Se Rw sw sw}, — sw —_____ sw sw-& SB YS RP106085
7) Nas — “h— 6 ‘5
a? we
[Al 7% ct oN eo = : *,
+ oe 4 a | A/I%, | 1 +13, .
oF? 4 om / + *
/ Fila16.600 7g pe qe i . ¢
. . Pol .
/ FPL: 16.450 Tig | EN FEL 15.000 | SVP) vl 2
_ 7 7 , Oo I 93 | A KLLLLL LALLA ie tg — _ bYL/
770 OC, sT oo ! Y if SW a sw/ek e210 ey sw/ex sw/ex x ®
( | an: | ° = ee $ et EE 95.076 “ “ oko
YL, THI8 c + | | . 7 | | “ ail x —
y | FEL:16.600. - | | wht | THIO j “Be as , »
) 110, . D / g / % PROVIDE "NO PARKING” SIGN
oo FPL: 16.450 | | “ PRL: 16.400 ) ! Ci FEEN9.000 7% =| 2 ac PROVIDE R12 GALV. DOWELS Va AND LINE MARKING FOR
a LLL LL Lid, | 5 FPL:16.350 “% es FP] 14 (SWP) io *~ _ 600 CTRS AT ALL TURNAROUND BAY
J ff yy LL a -Im_MN =H Y, (sup) 1 We 3) 4.890 Sq GARAGE DOOR LOCATIONS.
J 7 u 6 =e = TYPICAL.
‘ 7 f/ / = mn QO nenig “Z ! S _(SHP) VILE rr g mj] (HP) rc THtt (sup) | §
/ ir = , | “ .
&/s iI FFL:16.600 Lo! FFL 16.490 7p ogapy |) Ser ~ FFL:15.000 “fl a °F
fe Vy / oe 3 | = | FPL: 16 350 | \ a . . | > LOT 99
SY ff &/88 ol \/ y-FREN6.490 fl a | NT | 5s FPL:14.850 | i RP106085
/ fT S89 oo YL TI pst Uy | | 38 7 | hn
] ll
a, ff SS Yo I Fy | r= g
/ ry Lo & a (SWP) | | 5.4m TYP. | | Ta, | \ é YL) | Pt
Sf fv pe APTIO 7 » | _ | > we | he , at
Wf / | XT — Ettg.600 1 I Pi Heyl tf FFL:16.450 3 en we | ;
/ / ie | | Nee 4 ~ FPL:16.350 y --FFL:15.000 g
a | FPL: 16.450 i} | 5 | um el Td ® $
/ / @ + | t \ + . x
a Ca N = | (SWwP) i 7
eo SWP | SWP
° ee a oss 84.963 WY —| ee | a ay -
/ 1788 (SW >
oy / x]| LO xq a a a
/ / RP129020
/ I |
g
3
>
CONTRACTOR TO TOPSOIL AND TURF ANY MAXIMUM CROSS-FALL OF 1 in 40 ON ALL 1500 TRANSITION — 1:8 FOOTPATH - 1:40 2g g
DISTURBED OR DAMAGED AREAS OF THE ROAD FOOTPATHS AND INTERNAL PEDESTRIAN SITE PLAN — DRIVEWAY & ACCESS PLAN a,
RESERVE ADJACENT THE CONSTRUCTION SITE PATHS AND RAMPS Scale 1: 200 |e s
=A =
Ze ze
Sw ~
ALL SERVICES SHOWN ON THIS PLAN INDICATIVE Zs SL82 MESH =
CONTRACTOR TO REPAIR/REINSTATE ANY 20 (MAX.
ONLY CONTRACTOR TO LOCATE ALL SERVICES SANA AREAS OF EXGIING FOOTPATHS, SAW CUT EXISTING KERB MDOKE at —_ “ mr =
ACCORDANCE WITH THE AUTHORITY Beek OF Re fe REWovE ee my DOWELLED CONTROL JOINT. issue:
——— WH NOOSA SURE COUNCL STANDARD De FINAL PAVEMENT THICKNESS 10 BE a CONTROL \— son cowPAcreD SLAB THICKNESS AS PER FOR APPROVAL
WITH NOOSA SHIRE COUNCIL STANDARD Drg. “
RS-080 & COUNCIL STANDARD DETAILS CONFIRMED FOLLOWING GEOTECHNICAL GALV R24 DOWEL \___KERBING AS PER JOINT. SAND BED PLAN. DO NOT SCALE FROM THIS DRAWING
ALL LINE MARKING TO BE IN ACCORDANCE TESTING. 400 (L) @ 300 cTIRs — SITE & DETAILS
WITH THE QUEENSLAND MANUAL OF UNIFORM TYPICAL SECTION ~ DRIVEWAY CROSS OVER Ihe design and cxsociatd details contained cn this and ssid
TRAFFIC CONTROL DEVICES & AS 2890.1 the wrkten permission of SCS Consling Engineers.
PARKING FACILITIES PART 1: OFF-STREET CAR REFER TO COUNCIL STD DRG. IPWEA RS-O51 - TYPE B
PARKING
3 NOMINAL KERB | > SCG Noosa Heads.
~ SETOUT LINE | < Ph (07) 5455 5604
= ot 2 Ne scaeispeonnen
SUBGRADE PREPERATION, REFER R20 ~! : —
GENERAL NOTES Neo Title:
oh [ee g DRIVEWAY & ACCESS
DETERMINED PAVEMENT LEVEL 1s PLAN
ON-SITE 2
N Project
PAVEMENT MATERIALS: .
150mm N32 CONCRETE PAVEMENT, SL82 MESH MIDDLE 89-93 Eumundi Noosa Rd,
-100 THK COMPACTED BASE COURSE SAND OR CRUSHER DUST 150 NOOSAVILLE
—SUB-GRADE PREPERATION IN ACCORDANCE WITH SPECIFICATIONS/NOTES
DRIVEWAY CARPARK PAVEMENT SECTION SECTION ~ BARRIER KERB Date: ppl 22 | OM cp | PSII cp
Checked: Drg No. Rev
0 2 4 6 8 10 |
ruun———1L__——1__ym1:200 @ Al | _ REQ 5835 #
1:400 @ A3 {JS Richardson 5113) —QOWD.1 .