OPW24-0138 - Drawings for Scooter Style - 16 Rene St, Noosaville

 

 

 

 

 

   

   

 

 

   

 

 

 

 

 

 

 
 
 
   

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

  

 

 

 

 

 

   
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
  
 

 

 

 

 

 

 

 

 

 

 

 

 

 

DRAWING SIZE - jAl AD
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HEIGHT DATUM 14
il LOT 13 ON RP 150347 RP150347
Level Datum AHD.
Level Origin OPM 52590
| | Rene Street, Noosavile 4
Survey information provided by
AZMUTH SURVEYS
DUSTING OVERLAND FLOW TO \
REWAIN AS IS, MAINTAIN EXISTING
SURFACE GRADES AND FLOW \ FZ
PATHS TO PROUOTE SHECT FLOW. SS EXISTING DRIVEWAY
NO CONCENTRATION OF FLORS, = ss ¥
TYPICAL
| = a. E
EX. SWPT it i
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& 1 I
Fd | |
It |
i i \
901 i 7 Att OP T v4
RP150345 1 |
NEW DRIVEWAY & CARPARK L no |
ee ° oor wareR Conecron, rere” 150347 = -
HYDRAULIC CONSULTANT FOR Ts 1
DETAILS. ty}
PROPOSED BUILDING y \ |
i) FFL:13.09
6 NL EXISTING BUILDING
3 fl STAFF vex hs
3 \ NEW 2258 RCP BRANCH FROM
2 i BXISTING MANHOLE, CORE DRILL
t AND NON~SHRINK GROUT i
L BACKFL
I
i)
: 78 fo hig 1A |
UNABLE TO LOCATE
FIELD_PIT EX. SWPT = EX-S PLOTTED FROM RECORDS
SURED a i - sw/dx x SW/EX SW/EX SW/EX SW/EX SW/EX BW/EX SW/EX SW/EX |
EX. SWPT iSW/EX / STAFF APPROX LINE OF STORMWATER PLOTTED FROM RECORDS scweh \
Als WER M/H
. FLD Far Al EMT. D RP154227 unaStt fo Oeare \
\
17, i,
APPROX LINE OF SEWER PLOTTED FROM RECORDS: EX. SMH WATE!
SEWER M [HY - METER |
unaaie to beh re 50.136m \
PLOTTED FROM RECORDS = a
T i
23 f BLOCK KN I \
RP888470 womrsnor QQ 1 |i \
EX APPROX, LOCATION OF y ] S 3
DRIVEWAY LEVELS ON A ENISTING MANHOLE, BUILDER TO RP174730 gr m
BOUNDARIES 10 MATCH POT HOLE AND LOCATE, ALLOW &
ENSG Levers 1 FOR CONSTRUCTION OF NEW |
MANTAIN. OVERLAND FLOW 1050 DIAM. CONCRETE
PATHS, BUILDER TO ‘MANHOLE
CONFIRM FINAL HEIGHTS
ON SITE. TYPICAL
EGEND. PLAN — SITE STORMWATER MANA‘ T
+ Seale T 100
8
v8 ERSTGISUREAGE S001 LEVELS: ALL SERMCES SHOWN ON THIS PLAN INDICATIVE ALL STORMWATER
INDICATES DIRECTION OF FALL ONLY CONTRACTOR TO LOCATE ALL SERVICES
fl TO FWISHED GROUND SURFACE PRIOR TO COMMENCING WORKS ON SITE. ALL PIPES TO BE LAID AT
SERVICES ARE TO BE PROTECTED IN 1:100 MIN. UNO,
pate. INDICATES DIRECTION OF RAMP UP_OR ACCORDANCE WITH THE AUTHORITY
> Dow AS INDICATED RESPONSIBLE FOR THE SERMICE
INDICATES SURFACE LEVEL (SL.) AND INVERT wee GALY
LEVEL (LL) OF ADJACENT STORMWATER PIT ESS eer.
OCEANGUARD PIT INSTALLED AND
(Res) Foe IER SEC ER ——F ——— __ INDICATES OVERHEAD ELECTRICITY yet we MAINTAINED TO. MANUFACTURERS 2
DETALS, TYPICAL. ‘SUPPLY UNE | SPECFICATIONS. Revision | Deserplon| Date
issue:
600Sq PUEA TYPE 2A FIELD INLETS, w INDICATES: HATER, MAIN APPROX DRIVEWAY PAVEMENT. REFER } FOR APPROVAL
NT, BUILDER 10 CONFIRM EXACT 5 u ==,
[Oger FRE CST covcRETE wre HEAVY DUTY hea ae ane DRIVEWAY & ACCESS PLAN +
GRATE WERE WSTALED W PAVED x FOR REINFORCING. RIO GALY DOWELS @ 400 DO NOT SCALE FROM THIS DRAWING
AREAS, FITTED WITH OCEANGUARD Pil u
BASKETS OF EQUALLY APPROVED. INDICATES TELSTRA UNE APPROX “0a EroxY ceouren iiretcdiGirancue:
AUGNMENT, BUILDER TO CONFIRM EXACT 100m: Za 4 fangs ae copyright on ae rl Lo be used ot reproduced ica
| DRIVEWAY SLAB/PAVEMENT. REFER TO LOCATION PRIOR TO WORKS fa a the eltenpamesen 9 S06 Coading Une.
NOTES AND DETAILS ON DRG 02.1 FOR 8 . ——————
THICKNESS, AND REINFORCING INDICATES ENSTING SEVER LIME { BRUT WN nee LA a S CG Noosa Heads’
4 ¢ oS 4 5 f Ph (07) 5455 S604
| LANDSCAPING, REFER LANDSCAPE — pegs ‘STORMWATER DRAIN EXISTING a ee ee ict wi ou Z H PN aiclea
ARCHITECT FOR DETAILS. 4S NOTED GReuee PRESHS BBRCKFL. DEPTA.D>900nm 25 ee z Rieerewense
sw. INDICATES STORMWATER DRAWN PROFOSED AS NOTED. p ECMPACT tne ATER Dst0om ag => SB F
INDICATES DIRECTION OF ‘AS NOTED MIN 1 IN 100 FALL UNLESS \ + ae gs Tite:
OVERLAND FLOW MIM. 1:100 FALL NOTED OTHERWISE { a 8 |_| | 4 STORMWATER MANAGEMENT
APPROVED COMPACIED =©—— Z | PLAN
BEDDING SAND, \ I's AS NOTED

 

 

 

 

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DIAL1100 TYPICAL DETAIL Noosaville

 

 

 

 

 

 

 

BEFORE YOU DIG (SW PIPE TRENCH/PIPE BEDDING & BACKFILLING = yn [Pe |
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(7 UNDER PAVEMENT TYPICAL SECTION Samad—t_}—1_fnts100 @ a raze | 0085 -Swtt| -