Council archive · source document
OPW staging plans revised · MCU13/0211.02
Attached to the e-mail MCU13/0211.02 & REC13/0136.02 & OPW15/0185.03 - amended plans.
Plans and drawings: the text below has words only, no drawings.
Callaghan & Toth Civil, Environmental & Hydraulic Engineers [OCR of page images] PONT] EASTING NORTHING LEVEL DESCRPTION. \ LEGEND: 258.400 166.54 1001 TP KER & CHANNEL DASTNG OVERHEAD POWER STAGE 1 300mm WIDE 25mm AC SURFACING Callaghan & Toth 2 Hts Heit Lice Ex TAPER REFER TO PLAN 0619-7 FOR GRAVEL SPECIFICATION vi i 3 710.168. 165.630 1320 END DRIVEWAY AT BOUNDARY Civil, Environmental & c 70.72 159630 | 1320 | _ END DRIVEWAY AT BOUNDARY EXISTING TREE Tee] TOPSOIL (75mm DEEP), FERTLIZE & TURF VERGE Hydraulic Engineers $ HN 5960 END TAPER . wuvw 4%} ALL DISTURBED AREAS OTHER THAN LANDSCAPED GARDEN PO BOX 2305 6 258.468 159.330 1.035 LIP KERB & CHANNEL o N NOOSA HEADS 4567 1 755.353 159380 | 1088 TPR? KB EXISTING CONCRETE DRVEWAY OR PATH [=.=] STAGE 2 PROPOSED BARRIER TYPE KERB & CHANNEL WITH SEEPAGE 8/41 Sunshine Beach Road a 253415 158.08 110 TPR END KERB ee “ UNDER TO IPWEAQ STD DWG'S RS-080 & RS-140 soon ong 4748081 7 wn. calaghanandtath.com.au \ PROPOSED FINISH SURFACE LEVEL WITH STAGE 1 PROPOSED SEMI-MOUNTASLE KERB SM5 TO IPWEAQ STD 7 i 1 | SETOUT POINT NUMBER FACE PRONOED SEL datum BAD M1 ; PSM. 75; t tt NATURAL SURFACE LEVEL STAGE 1 NEW FOOTPATH TO IPWEAQ STD DRG RS-065 TO WIDTHS Origin (8M) RL 1455 >I ” It ‘ —#—— T— __ APPROXIMATE TELSTRA LOCATION AS PER PLAN | CONFIRM BEFORE. EXCAVATION STAGE 1 ACCESS DRIVEWAY 6m WIDE TO IPWEAQ STD ONG 50 & 51 in | f cs Hi I = 1 I ss * STAGE 1 INTERNAL DRIVEWAY TO ARCHITECTS DETAILS PHONE 54432500 1 tl O \ | STAGE 2 NEW FOOTPATH TO IPWEAQ STD ORG RS-065 TO WIDTHS SMH project | NEW 225x375 RCBC AS PER PLAN POSED ROAD WIDENING i, is = £9047 PROT ‘OAD WIDENI I RADE = 1% STAGE 2 ACCESS DRIVEWAY 6m WIDE TO IPWEAQ STD DWG 50 & 51 | GRADE | FOR UNIT DEVELOPMENT AT | wt - | Ubon | INSPECTION CHAMBER AS PER && STAGE 2 INTERNAL DRIVEWAY TO ARCHITECTS DETAILS 128-132 GYMPIE TERRACE | £65 alot a CONSTRUCTION HYDRAULIC PLAN DETAIL. h | eee NSL 1.079 w ~ | on | ——}®X FIELD INLET PIT fe Clent N | GRATE 0.986 is PIT IL 0.266 = ll | vew Fp 0268 i 5 9 NC OLIVER PROPERTIES PTY LTD | f\ 3 |} | MCH3881 |! LOWER TELSTRA IF NECESSARY - OBVERT 0.48 APPROX | Ty ha ~~ INTERLOT DRAINAGE AS PER "CONSTRUCTION title | ' WATER MAN] | = HYDRAULIC’ SITE STORM WATER OPERATIONAL 1 2 co| | OPERATIONAL WORKS DETAIL | oaverr 0.27 H WORKS PLAN 1451-0-2 =|] PLAN 1 | 1 R ! | Som CUEN s oS MCH3881 MCH3881 = | a 6 | | i % 2 ir i | in = = S c a i I PROPOSED NEW UNITS DRIVEWAY | REFER TO REINMAC CML \ | o i] DRAWINGS 25908-C1 TO C2 B LOTS 1 2 3 & 9 on MCH3881 ' | 8 FOR DETAILS . | i “ o Parish of TEWANTIN tt | 1 = 7 County of MARCH i | INVERT AND 6m WIDE ACCESS B NOOSA SHIRE COUNCIL i | —_ a TO IPWEAQ STO OWG RS-051 L Locality of NOOSAVILLE | I WITH TAPERS AS SHOWN, ect ' 2 \ ay sTAce_t | “oll | S po 7 eo & | | ‘Scale SCALE SHOWN 15 ORGINAL DRAWING SCALE | Vi = 1:250(A3) 00 NOT SCALE FROM THIS DRAWING | I g USE ONLY. DMENSIONS.PROVDED | S1k i \& D t | Sh 02 4 in 3 REVISIONS i o [ren] revision detats - } = ‘A | FOR APPROVAL | 4.500 B [REVISED STORMWATER CONNECTION i 8 < © [STAGING PLAN s REMOVE FOR STAGE 2 sh poy = 2.50 TAPER ye REFER TO HYDRAULICS PLANS —— Se EX KEAYS\ JOBS\0619\, hye SWMH fe FOR APPROVAL REMOVE GARDEN & Alexander David Toth 6069 REPLACE WITH TURF NAME . RPEQ ~ Sheet 2 of 5. sheets ‘drawing number 2 1 4 - sp eae 3 0619-05 DATE oe = c SS “ERIN am WOE KENAY 2m WOE BNEWAY TOTPNEAD STE EWC, TURF AL DSTRBED AREAS Tae Dan TARO Tota
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