Approved Plans · OPW11/0335

 

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NEW BARRIER
KERB AND
CHANNEL

PROPOSED ASPHALT
PAVEMENT

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KERB AND
CHANNEL

KERB INLET mo
HYDRAULIC .
ENGINEERS DETAILS.

EXTENSION OF EXISTING
STORMWATER PIPEWORK

 

 

 

 

 

   
  

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ATED DRAIN

HYDRAULIC
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STORMWATER MANAGEMENT 3 |
HYDRAULIC CONSULTANTS DETAILS.
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TO HYDRAULIC
ENGINEERS DETAILS. a
X 4
EXISTING ASPHALT 4
PAVEMENT TO HAVE A |
30mm ASPHALT OVERLAY —————__—_] y
AFTER ALL CONSTRUCTION 3.0m WIDE ACCESS EASEMENT = =~
EQUIPMENT/MATERIAL aan /
DELIVERY VEHICALS ARE NO A Ee 3 eet 8 oamensnmasad
LONGER REQUIRED ON SITE, 2 uy VY FS ax; ~mes ee art y
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EXISTING KERB ee 3 SEER suite Se'4] fe & 2 _ ( jh ) )
AND CHANNEL = Les ~ Pe % x 84Py 5 Z
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EXISTING CONCRETE ___| We pipe ce Saal ie os
DRIVEWAY CROSSING = >) NEW RG, FOOTPATH. @ ; g
MINIMUM WIDTH TO > REVS.
rote ANS ~ XB 200 TYPICAL, \ \ ane
FASTING AEB Pas "ae || be ‘ AusB.€ und Bean i §
AND CHANNEL a Le eGo Sek JO Hyorquuc |S \ APPROXIMATE POSITION OF i
on z .o a ce seo ee oy ad ae PNGINEE S DETAILS. Ty) GRATED DRAIN TO RELOCATED BUS SHELTER. ? an oy
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gz : ue vio ATEN N 3 SL | so = io DETAILS. (— RUBBLE LINED DRAIN | AL COUNCIL ]
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t eos *% e+ AND CHM S- 28 2S RET facunnys® —/ L/S ENGINEERS DETAILS, as LD |
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ae Paes = \(BFOR NEW OVERLAY AND ee = |
4 .  — \gBLEND ID-EXISTING. =~ SSR aka a, ate a _ |
5 ; ees ¥ arievels CAs 2 SRLS | Mote alt SSS 7 BRST — _ os
a a 8 —= 5 2 - = o fie ee ask qi
— cs 8 3 & = i —_ BS = 2 op = £6 9 Aes 2 ,
* 8 . “8 fe © " _- — SHS SSS 5 2 Toad “ed Sedge of aituren
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S  poNT HATCH TO SUT > g = MENT Ses : 4 88 fa ¢ os 3
NEW FOOTPATH LEVEL = a Ro lel NEW BARRIER MXsthg peso Ss os ARE Cap € BLEND TO EXISTING o 8
DENOTES EXISTING 2 8 8 AND ERB Le ape Ta ms SF = PAVEMENT, LEVELS g
AS REQUIRED, 3 4 wow AND CHANNEL ING = Uap = 2 3 > >
TREES TO REMAIN. 5 D a 5 EXSTIG cong rein 2 Ray ee 8
3 : TE Mf @ foo 2 _
A & 3 (EDIAN EXISTING KERB ff ® [LR 8 8 < 5 é
DENOTES FINISHED AVI D 2 ae rs AND CHANNEL ! . 8 e eae 2 a _
8 6 4 2 0 ‘0m \aP) SURFACE LEVELS yp Low k 8 a a js g 7 Oe 5
7 Bg & 5 5 ° &e 5 Ba a 8 ”
DENOTES EXISTING \ 52 a & S ig 8 os E 5
ae 0S" SPOT LEVELS Eb) WAY | 4 a * EXISTING PEDESTRIAN 3 ® ‘ 5
\ ve % ? CROSSING 5 8
pores, PROJECT DRAWING TITLE ASSOCIATED CONSULTANT
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right end shall net
sie" || PROPOSED ACCOMODATION AND SITE FRONTAGE om saa
4 ed a ER P.O, Box 61, Noosaville QLD 4566
acess COMMERCIAL DEVELOPMENT WORKS PLAN K |315.12 | DRAINAGE LAYOUT REVISED TODCONSULT ING Phone (07) S449 9600. Fax (07) Sud 9494
tha fe comic ' 7 J /22.5.12 | REVISED CARPARKING SPACES ADDED Akh nae
{Fe Gantt oh fhe = H  |12.4.12 | REVISED AS CLOUDED, OLD SEWER AND S/W REMOVED _ :
poeta, ESSENCE OF PEREGIAN STAGE 1 Gaui | REVISED TO SUIT COUNCIL RFI ENGINEERS ii iin me
napa ets, DAVID LOW WAY fete CONSTRUCTION STAG ISSUE Cera 5, PRYSTUPA| “"**" A, VENESS MAY 2040
toms b [aun |r PLAN UPDATED, 7 AeBieE RAGE Ot. STRUCTURAL CIVIL ows crore |" cray |" 1200
este are PEREGIAN BEACH for essence C [15.06.10 | ASPHALT OVERLAY ADDED axenseta as Seg | PR vos |p
rey eres B_ |10.06.10 | OPERATIONAL WORKS ISSUE PHONE (07) 3878 1026 proves
=e SCANLON PROPERTY GROUP of peregian beach I 28.05.10] PRELIMINARY ISSUE D. REYNOLDS RPEQ wn i ab 10505 Drawing No. 7 TI
Issue Date Drowing Record t t