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2 David Low Way - Attachment 3 - Civil Engineering Assessment - Sheehy 10-8-17
Attached to the e-mail Reconfiguration of a Lot (1 lot into 6) - RAL17/0501.
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AD FILE->N-\850Odir\853I\ACAD\PLANNING\853I-H.dwg PLOT DATE-> O7 Jul, 2017-9:58am MANHOLE No. MH TYPE & DROP COVER TYPE JUNCT. LINE No. JUNCT. DROP TYPES DEPTH TO HC HC INVERT LEVEL HC TYPE HC LOT No. CH FROM DS MH MAINTENANCE HOLE TYPES: (SEQ-SEW-1300-1) P1 -P3 = PRE-CAST CONCRETE A = 10006 CONCRETE B = 1200¢ CONCRETE C = 15000 CONCRETE HB/SR - HORIZONTAL BEND, SMALL RADIUS HB/LR - HORIZONTAL BEND, LARGE RADIUS MAINTENANCE SHAFTS: (SEQ-SEW-1314-1 & 1314-2) J = 225 uPVC NOTE: 1. FOR MH DROP TYPES REFER SEQ-SEW-1303-1 2, FOR MS TYPE AND JUNCTIONS REFER SEQ-SEW-1314-1 & 1314-2 3. FOR COVER TYPES REFER SEQ-SEW-1308-1 4. FOR HC TYPES AND DROPS REFER SEQ-SEW-1104-1 & SEQ-SEQ-1105-1 t LOT CONTROL POINT INVERT LEVEL OF HOUSE DRAIN TO BE CONSTRUCTED. X MH Vv Vv Vv Vv Vv Vv 0.714 1.686 1.751 14.063 | 0.824 15.299 | 0.912 13.301 15.679 15.860 16.074 | 2.297 LOT 71]B LOT 712|B LOT 714) A LOT 715] A 22.357 |LOT 713|B 0.000 6.537 9.330 0.000 19.372 |LOT 716] A 1 TRENCHSTOP 2, TRENCHS TOPS 2 TRENCHS TOP S| Va RENCHS TOP T 4 TRENCHS TOP|2 TRENCHS TOP S| DESIGN SURFACE NATURAL SURFACE St PIPE DIA & TYPE 150@ uPVC CLASS SN8 PIPE GRADE (1 in x) too.oo0 | 7546 | 8.083 | 9.356 | 1531_| 15.061 | 11370 100.000 | 100.000 DATUM RL -9.000 0.000 JUNCTION INVERT LEVEL DEPTH FROM FSL siz sis sia sis se sis ele alg sls 8 INVERT LEVEL je ele ge ge se ag ge #8 8B # FINISHED SURFACE s s s g 2 a £ 8 3 8 NATURAL SURFACE g 3 s Q 3 a & = a R PEGGED CHAINAGE $2500 [29.433 |p 26.598 | 30.415 B 16.941 |B 26.035 | 5 30.119 z 353 |B3ar2 | LINE NUMBER 1 LONGITUDINAL SECTION 0 1 2 3 & Sm 4400 VERT. (At) SCALES 10 20 30 40 50m 11000 HORIZ. (At) © covvner SURVEYOR: CLIENT: PROJECT. SCALES: AS SHOWN PLANNING DRAWING NUMBER Rare 2 DAVID LOW WAY, ae ee a 8531-H COPING OF HS DOCUMENT WN KENLYNN PTY LTD CASTAWAYS BEACH DRAWN $B SEWER RETICULATION FULL SIZE A1 Moats inert CHECKED. —S Seasons TOE LONGITUDINAL SECTION [TTI TI NERINGENENT OF COPYRIGHT. “AMENDMENTS DATE [inmALs | DATE: JUNE "17 A.C.N.009 899 905 No. OF DRAWINGS:
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