BASIN1 0.000 24.075 30.000 212.853 213.621 15.000 30.000 45.000 60.000 75.000 90.000 105.000 120.000 135.000 150.000 165.000 180.000 195.000 210.000 0.000 13.001 215.756 216.524 15.000 30.000 45.000 60.000 75.000 90.000 105.000 120.000 135.000 150.000 165.000 180.000 195.000 210.000 SAG 90.681 89.534 115.534 138.813 187.534 213.534 -15.000 15.000 30.000 45.000 60.000 75.000 90.000 105.000 120.000 135.000 150.000 165.000 180.000 195.000 210.000 225.000 SAG -10.725 CREST 0.000 SAG 210.717 02 00 0 0 283.884 283.884 240.000 255.000 270.000 300.000 315.000 330.000 345.000 360.000 375.000 390.000 405.000 420.000 435.000 450.000 465.000 480.000 495.000 SAG 294.423 CREST 0 5.000 0.000 G 79.534 SAG 8.372 BM NAIL IN FENCE POST 37.946 BM ON HEAD WALL RL 37.011 BM NAIL IN POWER POLE RL 37.348 SEE SHEET 59&60 DOWN BATTER 3(H):1(V) 0.000 10.000 BM DH IN PIT SURROUND 37.428 BM DHW 38.957 PM 29837 RL 38.102 (AHD ORIGIN) PM 29838 RL 38.454 81 45.000 60.000 75.000 90.000 105.000 120.000 135.000 SAG 108.676 600dia 0.000 32.134 10.000 20.000 30.000 40.000 50.000 60.000 INSET WAINE MITCHELL 4 R.S. 70 FOR THE PROPOSED SUBDIVISION OF LOT 11&12 DP 522165, LOT A&B DP 364087, LOT 16 SECT P DP 712, LOT 17 DP 660227, LOT18 DP 656972 MCCULLOCH STREET, RIVERSTONE L.G.A. BLACKTOWN C.W. C.W. M.G.A. M.L.Z. M.L.Z. AHD - - 14517 QARTABA HOMES ENGINEERING PLAN CC 31/08/2016 CC ORIGINAL ISSUE FOR CONSTRUCTION 31/08/2016 - 8 A 7 6 5 4 B C D 3 2 1 A B C D E F G H SHEET OF PROJECT REFERENCE: 8 SHEETS TITLE DATUM: GRID: DRAFTING CHECK: HORIZONTAL RATIO: REVISION: DATE: 7 PROJECT MANAGER: DESIGN CHECK: 6 VERTICAL RATIO: SURVEYED: DRAWN: Surveyors, Engineers & Water Servicing Coordinators North Western Surveys DESIGNED: 5 4 Phone: 9831-2040 Fax: 9622-5716 Email: [email protected] 1/11 Romford Road, P.O. Box 1045, Blacktown N.S.W. 2148 E F G CLIENT/ PROJECT BAR SCALE APPR. 3 2 DESCRIPTION REV. H 1 DATE THIS PLAN MUST NOT BE USED FOR CONSTRUCTION UNLESS SIGNED AS APPROVED BY PRINCIPAL CERTIFYING AUTHORITY THIS DRAWING IS SUBJECT TO COPYRIGHT. IT MUST NOT BE REPRODUCED IN WHOLE OR PART WITHOUT PRIOR WRITTEN CONSENT OF NORTH WESTERN SURVEYS Pty. Ltd. EXISTING KERB EXISTING KERB EXISTING EDGE OF BITUMEN EXISTING PIT AND PIPE TO REMAIN LIMIT OF WORKS TRANSITION TO EXISTING PAVEMENT EXISTING EDGE OF BITUMEN HEAD WALL PROVIDE GUIDE POSTS AT 5m CENTRES. PROVIDE 1m HIGH HANDRAIL AROUND HEADWALL MAKE SMOOTH WITH EXISTING WATER COURSE JOIN TO SHEET 3 LIMIT OF WORKS SEE SHEET 31 FOR TRANSITION DETAILS CAPPED END PROVIDE SCOUR PROTECTION AND VELOCITY DISSIPATER, min. 0.5%. MAKE SMOOTH JUNCTION WITH EXISTING TABLEDRAIN. PROVIDE PINNED DOWN TURF TO TAILOUT. HEAD WALL PROVIDE 1m HIGH HANDRAIL AROUND HEADWALL MAKE SMOOTH WITH EXISTING WATER COURSE SEE INSET FUTURE MAINTENANCE ACCESS RAMP 4m WIDE TO BE CONSTRUCTED BY OTHERS PROVIDE 1% REVERSE CROSS FALL CONNECT EXISTING Ø900 PIPE TO NEW PIT REMOVE EXISTING PIT AND Ø375 PIPE PROVIDE GUIDE POSTS AT 1.5m CENTRES. SEE SHEET 52 TAILOUT 1 LONGITUIDNAL SECTION.