T MP 1 . 00 1 . 00 2 . 40 2 . 40 2 . 2 0 1 . 00 1 . 00 1 . 0 0 2 . 4 0 2 . 4 0 2 . 4 0 2 . 4 0 7 . 06 6 . 81 9 . 30 1 . 2 0 1 . 20 1 . 20 1 . 2 0 1 . 20 13 . 50 16 . 00 1 6 . 0 0 16 . 00 16 . 00 1 6 . 0 0 1 6 . 00 PSM INSTALL PSM INSTALL PSM INSTALL 3 . 18 1 . 50 PSM INSTALL 7 . 00 NLET POND OUTLET POND I L 245 . 35 I L 245 . 35 I L 245 . 15 I L 245 . 15 15 33 36 16 16 36 16 13 4 . 24 33 32 16 4 . 24 4 . 24 4 . 24 2 5 11 m 14 28 29 4 . 24 32 32 3 2 32 3 2 32 3 2 32 32 32 3 2 3 2 3 2 4 . 24 2 9 36 . 23 36 . 61 36 16 16 32 32 32 32 16 16 16 16 32 29 16 14 14 16 18 . 89 16 16 18 12 . 50 12 . 50 18 16 1 6 1 6 1 6 1 6 17 . 5 0 17 . 50 16 16 16 16 16 18 2 9 4 4 36 . 29 36 . 34 36 . 39 36 . 45 36 . 50 36 . 55 4 . 24 4 . 24 4 . 24 4 . 24 32 32 32 2 9 12 . 50 12 . 50 25 28 2 8 2 8 2 5 15 16 16 15 . 89 29 32 32 3 2 28 28 2 8 2 8 28 28 28 28 28 28 28 28 16 9 . 50 12 . 50 12 . 50 12 . 50 28 14 11 m 13 14 14 12 . 50 12 . 50 12 . 50 14 12 . 50 14 12 . 50 12 . 50 14 12 . 50 12 . 50 14 12 . 50 12 . 50 14 12 . 50 14 12 . 50 12 . 50 12 . 50 16 . 89 16 16 16 16 16 16 16 16 16 16 16 16 16 13 16 16 16 16 16 16 16 16 16 16 16 16 13 . 89 14 14 28 2 8 28 28 28 25 13 33 . 05 4 . 3 5 16 18 . 66 13 . 78 16 2 . 00 m D E 2 . 00 m S E 3 . 00 m S & D E 2 . 00 m S E 3 . 00 m S & D E 2 . 00 m S E 3 . 00 m S & D E 2 . 00 m D E 3 . 00 m S & D E 3 . 00 m S & D E 3 . 00 m S & D E 245 . 67 2 4 8 . 7 7 248 . 73 248 . 75 246 . 41 24 6 . 60 24 6 . 45 246 . 59 24 6 . 5 8 2 4 8 . 04 247 . 58 2 4 7 . 7 4 245 . 4 5 248 . 0 0 245 . 3 7 24 5 . 27 245 . 2 5 247 . 92 24 8 . 17 24 8 . 09 24 8 . 03 247 . 77 247 . 22 247 . 28 247 . 44 2 4 7 . 47 24 7 . 95 2 48 . 4 1 24 8 . 43 248.52 244 . 60 244 . 97 245 . 72 244 . 8 0 244 . 6 8 2 4 4 . 78 245 . 14 244 . 7 6 24 5 . 05 245 . 0 4 2 45 . 22 245 . 39 246 . 26 246 . 43 24 6 . 13 24 6 . 29 245 . 9 2 246 . 1 9 24 5 . 7 7 247 . 4 7 248 . 1 5 24 6 . 0 9 246 . 74 246 . 72 247 . 44 248 . 12 248 . 24 248 . 24 248 . 16 247 . 33 247 . 14 247 . 16 2 46 . 98 247 . 00 2 46 . 85 246 . 84 246 . 69 248 . 27 245 . 4 9 245 . 4 2 246 . 88 246 . 86 246 . 7 7 246 . 64 246 . 54 246 . 46 24 6 . 31 246 . 19 2 4 6 . 14 245 . 9 6 24 5 . 84 245 . 76 245 . 63 245 . 5 7 24 8 . 18 24 8 . 06 247 . 9 8 24 7 . 90 24 7 . 85 24 7 . 70 247 . 72 2 4 7 . 62 247 . 6 7 24 7 . 61 2 4 7 . 58 2 4 7 . 49 2 4 7 . 48 247 . 1 9 2 4 7 . 08 247 . 04 246 . 94 246 . 8 8 246 . 81 246 . 38 24 5 . 86 24 5 . 64 245 . 3 0 247 . 87 24 7 . 37 247 . 32 247 . 20 247 . 11 247 . 06 247 . 00 2 4 7 . 6 5 24 7 . 71 2 4 7 . 58 24 8 . 68 24 8 . 51 24 8 . 28 2 4 5 . 54 2 4 8 . 51 248 . 46 248 . 44 248 . 5 9 2 47 . 6 3 4 . 24 B L 2 48 . 7 4 B L 2 48 . 8 5 B L 2 48 . 2 6 B L 247 . 82 B L 2 48 . 7 8 H H H H H B L 24 8 . 21 B L 247 . 9 0 B L 247 . 9 8 B L 24 8 . 06 B L 2 48 . 14 H H H H H H H H H B L 245 . 42 B L 2 4 6 . 24 B L 246 . 4 7 B L 2 46 . 51 B L 246 . 3 4 B L 24 6 . 10 B L 2 45 . 91 B L 2 45 . 75 B L 245 . 5 9 B L 2 46 . 36 2 4 5 . 69 B L 245 . 4 4 B L 246 . 53 B L 2 46 . 51 B L 2 4 6 . 88 B L 246 . 64 B L 246 . 40 B L 246 . 2 4 B L 24 6 . 2 0 B L 2 4 6 . 36 1 m - 0 m R I DG E 1 m R I DG E B L 247 . 24 B L 24 7 . 51 B L 247 . 7 9 B L 247 . 38 B L 2 48 . 1 7 B L 2 48 . 0 6 B L 2 4 7 . 15 B L 247 . 0 3 B L 246 . 90 B L 246 . 77 B L 246 . 64 B L 246 . 51 B L 246 . 33 B L 246 . 0 4 B L 245 . 7 0 B L 2 4 5 . 37 B L 2 4 5 . 03 B L 244 . 7 1 B L 2 4 4 . 59 B L 244 . 8 6 B L 245 . 04 T O P 245 . 13 T O P 245 . 17 2 . 0 0 m S E 2 . 00 m S E 3 . 00 m S & D E 2 4 7 . 15 248 . 24 2 4 5 . 10 B L 2 48 . 3 8 24 8 . 28 H H H H H H H H H H H H H H H H H 13 . 64 10 . 75 10 . 75 10 . 75 10 . 75 10 . 75 10 . 75 10 . 75 10 . 75 10 . 75 10 . 75 10 . 64 16 13 4 . 24 STAGE 3 FUTURE W H I TELE A F D R I V E 2 4 9 . 0 8 B L 2 4 8 . 5 9 B L 248 . 57 249 . 05 B L 24 8 . 65 2 4 8 . 9 1 2 4 8 . 9 8 B L 2 4 8 . 6 1 GO L D I NG T ON S T R EET W AY L A TTE R I DG E T HO R NA B Y D R I V E 245 . 44 2 4 5 . 59 246 . 09 24 6 . 21 2 4 6 . 55 246 . 73 2 4 7 . 33 B L 247 . 47 247 . 28 247 . 1 6 B L 246 . 98 B L 246 . 50 246 . 80 246 . 64 246 . 48 246 . 36 B L 246 . 1 2 24 6 . 22 B L 245 . 9 9 245 . 98 B L 245 . 8 7 24 5 . 80 B L 245 . 7 6 2 45 . 72 B L 245 . 6 4 245 . 63 W H I TELE A F D R I V E 14 14 2 48 . 6 3 2 4 8 . 32 25 . 79 41 . 15 A 50 . 70 R 76 . 80 C 49 . 78 125 . 87 R 200 A 23 . 15 C 23 . 14 34 . 66 K & C - H B 2 7 8 9 10 11 12 13 1 5 16 17 18 19 20 2 1 22 23 24 25 26 2 7 28 29 30 31 32 33 34 35 36 37 38 3 9 40 41 42 43 44 45 47 48 49 5 0 51 52 54 5 5 56 5 7 5 8 5 9 6 0 61 71 72 73 74 76 8 0 R 10 . 5 R 10 . 5 R 1 0 . 5 " NO R OAD " S I GN R 1 0 . 5 " NO R OAD " S I GN R 1 0 . 5 R 10 . 5 R 10 . 5 " N O R OAD " S I GN R 1 0 . 5 R 1 0 . 5 R 1 0 . 5 " N O R OAD " S I GN R 1 0 . 5 R 10 . 5 53 " N O R O A D " S I G N R 8 . 60 R 8 . 6 0 R 8 . 60 R 8 . 60 R 8 . 60 R 8 . 60 R 8 . 6 0 R 8 . 60 R 8 . 60 R 8 . 60 R 8 . 6 0 R 8 . 60 R 8 . 60 R 8 . 6 0 R 1 R 1 R 2 5 5 . 5 0 R 8 . 60 R 8 . 60 R 2 50 . 30 R 200 . 30 R 8 . 60 R 8 . 60 R 15 . 00 R1 R 1 2 . 5 0 AV E NU E HA R F I EL D R 50 . 00 R 20 . 00 K & C - S M 2 K & C - S M 2 PROVIDE CONCRETE EDGE ROW PROTECTION STRIP AND OF AG's CIRCLE @ 1:200 GRADE TURNING PROVIDE 200mm COMPACTED TURNING AREA DEPTH FCR TEMPORARY @1.5m CTS PINE BOLLARDS PROVIDE TREATED C I RC L E @ 1 : 200 G R A D E T U R N I NG T U R N I NG A R E A D E P T H F CR T E M P O R A R Y @ 1 . 5 m C T S P I N E B O LL A R D S P R OV I D E T R E A TE D @ 1 . 5 m C T S P I N E B O LL A R D S P R OV I D E T R E A T E D C I RC L E @ 1 : 200 G R A D E T U R N I NG T U R N I NG A R E A D E P T H F CR TE M P O R A R Y @ 1 . 5 m C T S P I N E B O LL A R D S P R O V I D E T R E A TE D C I RC L E @ 1 : 200 G R A D E T U R N I NG T U R N I NG A R E A D E P T H F CR TE M P O R A R Y PROVIDE CONCRETE EDGE ROW PROTECTION STRIP AND OF AG's PROVIDE CONCRETE EDGE ROW PROTECTION STRIP AND OF AG's PROVIDE CONCRETE EDGE ROW PROTECTION STRIP AND OF AG's PROVIDE CONCRETE EDGE ROW PROTECTION STRIP AND OF AG's 4 . 24 354 . 81 4 . 24 4 . 24 C H 19 . 30 C H 21 . 01 C H 34 . 70 C H 50 . 70 C H 66 . 70 C H 114 . 70 C H 130 . 70 C H 146 . 70 C H 162 . 70 C H 1 78 . 70 C H 194 . 70 C H 210 . 70 C H 226 . 7 0 C H 242 . 70 C H 258 . 70 C H 274 . 7 0 C H 29 0 . 7 0 C H 306 . 7 0 C H 356 . 20 C H 3 72 . 20 C H 388 . 20 C H 404 . 20 C H 420 . 20 C H 43 8 . 20 C H 205 . 04 C H 192 . 54 C H 1 81 . 79 C H 167 . 79 C H 15 5 . 2 9 C H 1 42 . 79 C H 12 8 . 79 C H 118 . 04 C H 105 . 54 C H 94 . 7 9 C H 8 0 . 79 C H 70 . 04 C H 5 7 . 5 4 C H 45 . 0 4 C H 3 4 . 29 C H 2 1 . 7 9 C H 2 7 . 04 C H 43 . 04 C H 59 . 04 C H 105 . 54 C H 118 . 04 C H 1 30 . 54 C H 143 . 04 C H 189 . 04 C H 203 . 04 C H 217 . 04 C H 40 . 15 C H 44 . 15 C H 60 . 15 C H 76 . 15 C H 92 . 15 C H 108 . 15 C H 122 . 15 C H 171 . 07 C H 444 . 20 T P C H 11 . 95 W H I TELE A F D R I V E C H 3 40 . 20 T P C H 11 . 95 T P C H 11 . 95 R OAD NO R T HA LL T P C H 11 . 9 5 R T P C H 6 0 . 38 LT P C H 61 . 10 R T P C H 84 . 86 R T P C H 87 . 91 LT P C H 84 . 37 R T P C H 97 . 11 75 LT P C H 17 . 32 LT P C H 16 . 72 T P C H 187 . 77 154 155 152 153 157 159 149 158 160 151 140 141 137 139 142 145 150 143 144 167 166 148 138 165 162 161 164 163 113 114 111 115 117 146 147 110 108 109 106 107 130 131 128 129 132 135 136 133 134 127 120 121 118 119 122 125 126 123 124 T O P 2 45 . 28 T O P 24 5 . 24 T O P 245 . 3 2 T O P 245 . 5 2 T O P 245 . 48 T O P 245 . 68 T O P 247 . 96 T O P 2 48 . 1 0 T O P 24 8 . 1 7 247 . 95 T O P 248 . 48 C H 54 . 15 B L 244 . 7 0 T O P O F B A T TE R 1 m R I D G E 1 m R I DG E B L 2 4 7 . 4 0 B L 247 . 74 B L 247 . 9 0 B L 247 . 97 B L 2 48 . 0 5 B L 248 . 19 B L 2 48 . 19 B L 247 . 9 6 B L 247 . 7 5 B L 2 4 7 . 23 B L 246 . 71 B L 246 . 34 B L 24 6 . 28 B L 246 . 21 B L 245 . 5 3 B L 245 . 1 9 B L 245 . 27 B L 247 . 1 3 B L 24 7 . 32 B L 247 . 46 B L 247 . 48 B L 248 . 3 7 B L 248 . 3 1 B L 2 48 . 2 8 B L 2 48 . 1 2 B L 248 . 14 T O P 2 4 8 . 2 2 T O P 248 . 34 B L 2 48 . 6 9 B L 2 48 . 7 8 T O E O F B A TTE R B L 24 8 . 84 BL248.53 BL248.57 248.46 B L 248 . 69 B L 248 . 75 B L 248 . 2 0 24 8 . 7 1 ction existing new work dge strip existing 24 8 . 86 24 8 . 99 2 4 8 . 93 R 255 . 80 S M 1 S M 1 S M 1 S M 1 S M 1 B L 249 . 09 B L 249 . 15 B L 248 . 92 3 . 47 BUBBLE UP GRATED PIT 1 Y R F L O W P I P E 84 85 86 SM2 TO HB2 KERB TRANSITION FROM 46 4 . 0 0 m S E 1 . 2 m R I DG E 1 m R I DG E B L 247 . 66 B L 2 4 4 . 79 B L 2 44 . 89 B L 245 . 2 2 B L 24 8 . 8 4 B L 2 47 . 73 T O P 2 48 . 4 8 T O P 2 4 8 . 38 T O P 2 48 . 2 2 T O P 2 4 8 . 30 P R OV I D E 200 mm C O M P A C TE D P R OV I D E 200 mm C O M P A C TE D P R OV I D E 200 mm C O M P A C TE D L O T G R 0 . 6 R 0 . 6 S M 3 T O S M 1 K E RB T R AN S I T I ON B L 2 44 . 72 B L 244 . 8 3 B L 244 . 9 1 2 45 . 07 B L 244 . 9 9 B L 245 . 07 B L 245 . 15 B L 24 5 . 24 24 7 . 52 B L 247 . 28 2 44 . 2 2 44 . 2 244.4 244 . 4 244.6 244.6 244.6 244 . 6 2 4 4 . 8 2 4 4 . 8 244.8 244.8 244.8 244.8 244.8 245.0 245.0 245.0 245.0 245.0 245.0 2 4 5 . 0 2 4 5 . 0 245.0 245.0 2 4 5 . 2 24 5 . 2 245.2 245 . 2 245.2 245.2 245.2 245.2 245.4 2 4 5 . 4 245 . 4 245.4 24 5 . 4 2 4 5 . 4 245.4 245.4 2 4 5 . 6 2 4 5 . 6 245.6 245 . 6 2 45 . 6 245.6 2 4 5 . 6 245 . 8 24 5 . 8 245.8 245 . 8 24 5 . 8 245.8 24 6 . 0 246 . 0 2 4 6 . 0 246 . 0 246 . 0 246.0 2 4 6 . 0 246. 0 2 46 . 2 246 . 2 246.2 246.2 246 . 2 246 . 2 246.2 24 6 . 2 2 4 6 . 2 246.4 246 . 4 2 4 6 . 4 246.4 246.4 246 . 4 246 . 4 246. 4 246.4 246.6 246.6 24 6 . 6 246.6 2 46 . 6 2 4 6 . 6 2 46 . 6 2 4 6 . 8 246 . 8 2 4 6 . 8 246.8 246 . 8 246 . 8 246.8 247.0 247.0 2 47 . 0 247.0 24 7 . 0 247 . 0 247 . 0 247.0 247.2 2 4 7 . 2 2 4 7 . 2 247.2 247 . 2 247.2 247.2 247.2 247.4 247.4 24 7 . 4 247.4 2 47 . 4 247.4 247.4 247.6 247.6 247.6 247.6 247.6 247.6 247. 6 247.6 247.8 247. 8 247 . 8 247.8 247.8 247.8 247.8 247.8 247.8 247.8 248.0 248 . 0 248.0 248.0 248.0 248.0 24 8 . 0 248 . 0 248.0 248.0 2 4 8 . 0 248.2 248.2 248.2 248.2 248.2 248.2 248.2 248.2 248.2 248.2 248.4 248.4 248.4 248.4 248.4 2 4 8 . 4 248.4 248.4 248.4 248.4 2 48 . 4 248.4 248.4 248.4 248 . 4 248.4 248.6 248 . 6 2 48 . 6 248.6 248.6 248 . 6 248.6 248.6 248. 6 248.6 248.6 2 4 8 . 6 248.6 248.6 24 8 . 6 248.8 248.8 248 . 8 248.8 249.0 3 4 5 6 46 A 4 6 B 46 C 46 D 52 A R T P C H 110 . 42 LT P C H 136 . 03 R T P C H 144 . 97 LT P C H 149 . 07 LT P C H 161 . 60 LT P C H 166 . 36 R T P C H 169 . 10 152 . 94 LT P C H 176 . 8 4 LT P C H 64 . 05 LT P C H 87 . 95 LT P C H R T P C H 16 . 25 R T P C H 16 . 30 78 . 90 R T P C H 102 . 80 R T P C H 3 1 9 . 7 9 R T P C H 340 . 00 R T P C H 392 . 10 R T P C H 416 . 00 R T P C H Star Picket E 314991.99 N 5843465.88 112 RL 248.35 AHD Star Picket E 315149.37 N 5843421.10 RL 246.74 AHD 156 C U T O F F D R A I N C U T O FF D R A I N C U T O FF D R A I N C U T O FF D R A I N C U T O FF D R A I N 116 72 . 94 LT P C H 96 . 84 LT P C H 228 . 94 T P C H C H 4 0 . 1 5 TO BE REMOVED POST & WIRE FENCE TO BE REMOVED POST & WIRE FENCE TO BE REMOVED POST & WIRE FENCE D R A I NAG E R E S E R V E PROVIDE 225mm PROPERTY INLET (REFER MPA EDCM STD DWG 503) VEHICLE CROSSING PROVIDE INDUSTRIAL STRENGTH SUBSTATION K & C - H B 2 K & C - H B 2 K & C - H B 2 K & C - H B 2 K & C - H B 2 K & C - H B 2 K & C - H B 2 K & C - H B 2 K & C - H B 2 K & C - H B 2 K & C - H B 2 245.0 K & C - H B 2 K & C - H B 2 K & C - S M 2 SM2 TO HB2 KERB TRANSITION FROM SM2 TO HB2 KERB TRANSITION FROM SM2 TO HB2 KERB TRANSITION FROM AND SILT FENCE PROVIDE ROCK BEACHING AND SILT FENCE PROVIDE ROCK BEACHING AND SILT FENCE PROVIDE ROCK BEACHING AND SILT FENCE PROVIDE ROCK BEACHING AND SILT FENCE PROVIDE ROCK BEACHING AND SILT FENCE PROVIDE ROCK BEACHING 10 . 19 PAD LEVEL 248.20 5 5 4 BANDAGE JOINTS 2 . 0 0 m D E 2 . 0 0 m D E 2 . 0 0 m D E 2 . 00 m D E 2 . 00 m D E 1 4 58 A 75 A E AHD OF BJ JAN'16 35 7/11/2016 Plotted: I:\H8711\ENG\ST01\E1_R01_DET1_H.dgn 366-E6 SBS SBS HUME 8711 1 AS SHOWN STAGE 1 WARATAH ESTATE MUNICIPALITY REFERENCE SHEET DATE DATUM SCALE MELWAY REF. SURVEY DESIGN DRAWN CHECKED REMARKS DATE AMENDMENTS VER. 7/11/2016 Plotted: I:\H8711\ENG\ST01\E1_R01_DET1_H.dgn 1/19 cato street hawthorn east, 3123 telephone 8823 2300 fax no. 8823 2310 land surveyors civil engineers STREET NAME SERVICES OFFSETS AND LOCATIONS Rd.RESERVE WATER GAS Bk. of KERB JOINT TRENCHING ELECTRICITY CABLES POLES DW NDW NBN NBN CABLES NBN PITS 1.00 BOK G DW NDW & E NBN 1.85 E 3.90 E 2.70 W 3.20 W 2.50 E G DW NDW & E NBN 1.00 BOK G DW NDW & E NBN 4.20 W 1.00 BOK G DW NDW & E NBN G DW NDW & E NBN 13.500 1.85 W 1.00 BOK 1.00 BOK 3.20 S 2.70 S 0.5 N 1.00 BOK 1.85 S 1.85 S 1.55 N 4.20 S 2.25 W NORTHALL ROAD THORNABY DRIVE LATTERIDGE WAY GOLDINGTON STREET G DW NDW & E NBN 16.00 1.00 BOK G DW NDW & E NBN 16.00 3.20 S 2.70 S 2.25 S 2.50 N 1.00 BOK 1.85 N 1.85 S 3.90 N 4.20 S G DW NDW & E NBN 3.20 W 2.70 W 2.25 W 2.50 E 1.00 BOK 1.85 E 1.85 W VARIES WHITELEAF DRIVE(107-110& 116-129) WHITELEAF DRIVE(161-167) HARFIELD AVENUE 16.00 16.00 16.00 16.00 16.00 13.50 31-34.3 4.20 W 3.90 E 1.85 W 1.85 E 2.50 E 2.25 W 2.70 W 3.20 W 4.20 W 3.90 E 1.85 W 1.85 E 2.50 E 2.25 W 2.70 W 3.20 W 4.20 S 3.90 N 1.85 S 1.85 N 2.50 N 2.25 S 2.70 S 3.20 S 4.20 W 3.90 E 1.85 W 1.85 E 2.50 E 1.85 W 2.30 W 2.75 W 3.20 W 2.70 W 2.25 W 2.50 E 1.85 E 1.85 W 4.20 W 3.90 E 2.25 S NBN G DW NDW 3.20 S 2.70 S 2.25 S 0.5 N 1.00 BOK 1.85 S 1.85 S NBN G DW NDW 1.55 N 4.20 S ASTBURY CRESCENT(101) ASTBURY CRESCENT(169-170) BETHANY WAY SYMBOL LEGEND 28 . 57 Cut Prop/Ex Retaining Wall TW28.57 S S Conduits 50mm Conduits 100mm Property Inlet Street Sign PSM Ex Gas/Elect/Tel Fill Prop/Ex Ex/Natural/FS Level FS @ Building Line 28 . 57 N S 28 . 57 B L 2 8 . 57 100yr Flood Level FL28.57 Prop Exist Top Ret. Wall Level Drains Sewer <300 Sewer >300 Water House Drain T O P 28 . 5 7 Top/Toe of Batter T O E 28 . 5 7 G W W H H S S W100 E T W100 10 5 0 10 20 LENGTHS ARE IN METRES 40 SCALE 1 : 500 SCALE 1:500 PLAN-1 WARNING GIVEN THAT ALL EXISTING SERVICES ARE SHOWN. SHOULD BE PROVEN ON SITE. NO GUARANTEE IS APPROXIMATE ONLY AND THEIR EXACT POSITION THE LOCATIONS OF UNDERGROUND SERVICES ARE BEWARE OF UNDERGROUND SERVICES N ort h FOR CONTINUATION REFER SHEET 2 an expansion joint of approved material shall be provided between the two faces. 2. Where concrete works abut a sewer access chamber surround or similar structure, SHOWN. PLAN, PROVIDED FOR SETOUT PURPOSES, MATCHES THE TBM COORDINATES 1. IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE THAT THE DIGITAL ATTENTION TO CONTRACTOR SHT SHEET INDEX 1 2 VER 1 1 i n 4 ( M a x ) 1 i n 4 ( M a x ) E X I S T I NG S U R F A C E 150 M i n 300 M i n C U T - O FF D R A I N D E T A I L OUTLET AT 1:200 MIN TO I NV E R T T O B E G R AD E D ( D i m e n s i o n s i n m i l li m e t r e s ) 2.00 (N.T.S.) 3 8 9 10 11 12 13 14 16 CROSS SECTIONS - NORTHALL ROAD 17 15 DETAIL PLAN -1, SHEET INDEX & OFFSET SCHEDULE 4 5 6 INTERSECTION PLAN -2 INTERSECTION PLAN -3 INTERSECTION PLAN -4 INTERSECTION PLAN -5 18 19 21 22 20 7 23 24 25 26 28 DRAINAGE LONGITUDINAL SECTIONS -6 DRAINAGE LONGITUDINAL SECTIONS -5 29 27 DRAINAGE LONGITUDINAL SECTIONS -7 LONGITUDINAL SECTION - NORTHALL ROAD,LATTERIDGE WAY,THORNABY DRIVE LONGITUDINAL SECTION - GOLDINGTON STREET,HARFIELD AVENUE LONGITUDINAL SECTION - WHITELEAF DRIVE CROSS SECTIONS - GOLDINGTON STREET CROSS SECTIONS - LATTERIDGE WAY & THORNABY DRIVE CROSS SECTIONS - WHITELEAF DRIVE-1 CROSS SECTIONS - WHITELEAF DRIVE-2 CROSS SECTIONS - HARFIELD AVENUE-1 CROSS SECTIONS - HARFIELD AVENUE-2 DRAINAGE LONGITUDINAL SECTIONS -2 DRAINAGE LONGITUDINAL SECTIONS -3 DRAINAGE LONGITUDINAL SECTIONS -4 DRAINAGE LONGITUDINAL SECTIONS -1 LONGITUDINAL SECTION - BETHANY WAY,ASTBURY CRESCENT CROSS SECTIONS - ASTBURY CRESCENT CROSS SECTIONS - BETHANY WAY 30 31 VEHICLE TURNING PLAN DETAIL(CROSS SECTION EXTENDING TO WETLAND) 32 PARKING PLAN 33 EXTENT OF STAGE 1 INTERSECTION WORKS WITH DONNYBROOK ROAD DETAIL PLAN -2, NOTES INTERSECTION PLAN -1 & LOCALITY PLAN FOR CONTINUATION REFER SHEET 2 DRAINAGE LONGITUDINAL SECTIONS -8 DRAINAGE LONGITUDINAL SECTIONS -9,PIT SCHEDULE & DETAIL INTERSECTION WORKS REFER SHEET 33 FOR STAGE 1 34 CULVERT STRUCTURAL DETAILS H D A A A B A A A B A A A A A A A A A A B A A A A B B A C A A A B B 35 A IRRIGATION CONDUIT PLAN DESCRIPTION D 30-06-16 SHEET INDEX UPDATED C 18-05-16 SUBSTATION UPDATED E 03-08-16 SHEET 35 ADDED.SHEET INDEX UPDATED F 27-09-16 SERVICES OFFSET SCHEDULE UPDATED G 04-10-16 SHEET INDEX UPDATED H H 04-11-16 PIT 58A & 75A ADDED.SHEET INDEX UPDATED