STAGE 3 - Villawood Properties · n o r t h detail plan warning given that all existing services...
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Nor t h DETAIL PLAN 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 an expansion joint of approved material shall be provided between the two faces. 3. Where concrete works abut a sewer access chamber surround or similar structure, prior to underground infrastructure being installed. the licenced surveyor responsible for certifying the Plan of Subdivision 2. Contractor to ensure that the site is pegged and or set out checked by TBM COORDINATES SHOWN. DIGITAL PLAN, PROVIDED FOR SETOUT PURPOSES, MATCHES THE 1. IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE THAT THE ATTENTION TO CONTRACTOR WARNING OF OPTIC FIBER CABLE IN DAVIS ROAD CONTRACTOR TO TAKE EXTRA CAUTION N ort h SYMBOL LEGEND 28 . 5 7 Cut Prop/Ex Retaining Wall TW28.57 S S Conduits 50mm Conduits 100mm W100 Property Inlet Street Sign PSM Ex Gas/Elect/Tel E T Fill Prop/Ex Ex/Natural/FS Level FS @ Building Line 28 . 5 7 N S 2 8 . 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 . 57 Top/Toe of Batter T O E 2 8 . 57 W100 G W W H H S S No. DESCRIPTION SHT SHEET INDEX 1 2 3 6 VER DETAIL PLAN & SERVICES SCHEDULE NOTES AND TYPICAL SECTIONS 7 8 4 5 SIGNAGE AND LINEMARKING PLAN 9 10 11 CREEK SEDGE CURLY CURLY SEDGE CREEK VEARI NGS ROAD GREEN L I NK CR A I G I E B U R N R O A D B OUNDA R YR OAD LOCALITY PLAN MELWAYS: 388 - C10 NTS Works Site of SCALE 1:500 PLAN 10 5 0 10 20 LENGTHS ARE IN METRES 40 SCALE 1 : 500 STREET NAME SERVICES OFFSETS AND LOCATIONS Rd.RESERVE WATER GAS Bk. of KERB JOINT TRENCHING ELECTRICITY CABLES POLES DW NDW FIBRE TO THE HOME FTTH PITS FTTH CABLES STREET - LEVEL 1 CLASIFICATION STREET G & W, FTTH & E 16.00 3.20 E 2.70 E 2.25 E 0.90 BOK G & W, FTTH & E STREET - LEVEL 1 16.00 3.20 S 2.70 S 2.25 S 0.90 BOK 1.78 N/S G & W, FTTH & E STREET - LEVEL 1 25.00 2.70 E 3.20 E 2.25 E 0.90 BOK 2.60 W 1.85 W 1.78 E/W 4.55 E 8.55 W 1.78 E/W 4.35 E 4.05 W 2.60 N 1.85 N 4.35 S 4.05 N NORTH STREET YORK PARADE TREES STREET 3.12W, 3.05E 2.80W, 2.95E 2.80N, 2.95S NORTH STREET - CROSS SECTIONS YORK PARADE - LONGITUDINAL AND CROSS SECTIONS NORTH STREET - LONGITUDINAL AND CROSS SECTIONS LAVELLE PLACE LAVELLE PLACE - LONGITUDINAL AND CROSS SECTIONS LAVELLE PLACE - CROSS SECTIONS DRAINAGE LONGITUDINAL SECTIONS DRAINAGE LONGITUDINAL SECTIONS & PIT SCHEDULE INTERSECTION DETAILS AND ETHAN LANE LONGITUDINAL AND CROSS SECTIONS STREET - LEVEL 1 ETHAN LANE 8.00 - - - 2.45 W 1.00 W H E B B B B C C E E A A P P R O X L I M I T O F F I LL 4.00 2.75 S 1.85 S - - - G & W, FTTH & E STREET - LEVEL 1 - CANNING WALK 2.3 S 3.75 S 3.25 S 3.2 S H 1 B 05.04.18 CROSS SECTION OF CANNING WALK TO INCLUDE SERVICES C 13.04.18 CROSS SECTIONS OF LAVELLE PLACE AMENDED D 29.05.18 DRAIANGE PITS 13-15 LOWERED SHEET INDEX UPDATED E 05.09.18 DRAINAGE PIT 31 ADDED, PIT 17 MOVED H 07.03.19 F 18.01.19 SHEET INDEX UPDATED 0.50 N SHEET INDEX UPDATED 192 191 192 193 193 194 19 3 194 1 9 5 19 2 19 1 193 194 191 192 193 19 4 190 190 191 255 254 253 256 252 251 250 249 248 247 246 264 263 262 261 260 259 258 257 231 232 233 234 235 236 237 P A R AD E YO R K C A R M I C HA EL 375 mm 375 mm 375 mm 225 mm 225 mm 600 mm 600 mm 6 00 mm 300 mm 300 mm 300 mm 600 mm 525 mm 375 mm 375 mm 375 mm 3 0 0 mm 300 mm 375 m m 300 mm 26.0 BEND o 45 BEND o 22.5 BEND o 3 . 25 2 . 3 0 2 . 30 2 . 3 0 2 . 3 0 1 . 0 0 7 . 25 4 . 00 1 . 00 1 . 00 1 . 0 0 6 . 0 0 2 . 3 0 1 . 3 0 2 . 23 1 . 0 0 1 . 30 3 . 0 0 1 . 00 1 . 45 1 . 8 0 2 . 95 1 . 80 2. 00 1. 60 2. 00 1 . 70 2. 30 317 318 319 320 321 322 323 324 325 326 327 328 329 331 330 303 302 301 304 305 306 307 308 309 310 311 312 313 314 315 316 332 333 334 335 336 337 341 340 339 338 12 . 50 12 . 50 12 . 50 12 . 50 14 14 1 2 . 5 0 1 2 . 5 0 14 28 14 12 . 50 12 . 50 14 14 12 . 50 12 . 50 12 . 50 12 . 50 28 28 28 28 28 28 28 28 28 12 . 50 1 2 . 5 0 1 2 . 5 0 1 4 28 28 28 12 . 50 12 . 50 12 . 50 14 36 16 16 13 4 . 24 3 3 16 16 16 36 36 16 4 . 24 13 32 32 32 32 32 32 32 32 32 32 32 14 14 12 . 5 0 12 . 5 0 14 14 16 12 . 50 12 . 50 14 1 6 16 14 12 . 50 12 . 50 1 6 14 14 1 2 . 5 0 12 . 50 14 14 12 . 50 1 2 . 5 0 1 2 . 5 0 12 . 50 32 32 28 2 8 2 8 28 28 28 28 14 14 12 . 50 12 . 50 12 . 50 14 14 14 12 . 50 12 . 50 12 . 50 14 14 32 32 3 2 32 12 . 50 14 13 . 90 32 32 32 32 32 32 14 14 14 12 . 50 14 32 32 8 7 . 50 7 . 50 7 . 50 7 . 50 7 . 50 7 . 50 7 . 50 7 . 50 28 28 28 28 28 4 20 32 28 3 . 0 0 m D & S E R 8 . 6 R 8 . 6 AG'S (TYPICAL) STRIP & ROW OF PROVIDE CONCRETE EDGE 20mm FCR. (TYPICAL) 200mm COMPACTED DEPTH CRUSHED ROCK TURNING AREA. TEMPORARY GARBAGE TRUCK (TYPICAL) AND CHEVRON D4-5 PROVIDE 'NO ROAD' SIGN BLANK END L I M I T O F W O R K S 20mm FCR. (TYPICAL) 200mm COMPACTED DEPTH CRUSHED ROCK TURNING AREA. TEMPORARY GARBAGE TRUCK AG'S (TYPICAL) STRIP & ROW OF PROVIDE CONCRETE EDGE L I M I T O F W O R K S 20mm FCR. (TYPICAL) 200mm COMPACTED DEPTH CRUSHED ROCK TURNING AREA. TEMPORARY GARBAGE TRUCK (TYPICAL) AND CHEVRON D4-5 PROVIDE 'NO ROAD' SIGN AG'S (TYPICAL) STRIP & ROW OF PROVIDE CONCRETE EDGE 16 . 42 49 . 78 R 155 A 18 . 98 R155 4 . 11 A14 . 11 A14 . 28 A8 . 39 31 . 73 30 . 06 26 . 83 32 . 09 R 1 4 5 . 8 5 R 135 . 1 5 22 2 2 19 5 . 50 L I M I T O F W O R K S 31 . 9 6 3 0 . 87 33 . 53 3 2 . 11 9 . 40 R155 A 3 . 10 A4 . 72 A5 . 76 R130 R 1 3 5 . 1 5 R 1 45 . 85 K & C - 600 B 2 K & C - 600 B 2 K & C - 600 B 2 K & C - 600 B 2 K & C - 6 0 0 B 2 K & C - 6 0 0 B 2 PROPOSED STAGE 2 PROPOSED STAGE 2 FUTURE STAGE 5 H H H H H H H H H H H H H H H H H H H H H H H H H H 1 89 . 8 2 1 90 . 0 0 19 0 . 2 7 19 0 . 3 4 1 90 . 5 1 1 9 1 . 0 9 1 9 1 . 0 3 190 . 45 190 . 61 190 . 84 191 . 13 1 91 . 1 5 191 . 02 19 1 . 12 191 . 21 19 1 . 36 1 9 1 . 9 8 1 90 . 9 5 1 91 . 0 0 1 91 . 06 19 1 . 1 7 19 1 . 4 5 1 9 2 . 04 1 9 2 . 0 0 1 9 2 . 3 0 1 9 2 . 5 8 192 . 75 1 91 . 66 1 9 1 . 6 4 1 9 1 . 5 0 19 1 . 3 1 19 1 . 8 4 1 9 1 . 97 192 . 0 4 1 9 2 . 0 5 19 2 . 1 1 19 2 . 2 5 1 9 2 . 4 0 1 9 2 . 1 6 1 9 2 . 1 5 1 9 2 . 1 9 1 92 . 42 1 9 2 . 74 1 9 2 . 0 4 1 9 2 . 0 1 1 9 1 . 73 1 91 . 61 1 9 2 . 3 5 1 92 . 2 6 19 2 . 2 5 1 9 2 . 3 0 19 2 . 3 9 19 2 . 49 19 2 . 5 8 19 2 . 6 4 1 9 2 . 7 3 1 9 3 . 0 6 19 4 . 0 0 19 4 . 3 2 1 9 1 . 9 8 1 9 1 . 8 9 19 1 . 8 4 1 9 1 . 8 5 1 9 1 . 90 1 91 . 98 1 9 2 . 0 9 1 9 2 . 1 9 1 9 2 . 3 0 1 9 2 . 3 7 1 92 . 3 5 19 2 . 7 2 1 93 . 43 19 4 . 2 4 1 9 2 . 6 9 1 92 . 28 1 91 . 6 5 1 9 1 . 5 9 1 9 1 . 6 4 1 91 . 62 1 91 . 6 6 1 9 1 . 75 1 9 1 . 8 4 1 9 1 . 9 8 1 9 2 . 15 1 9 2 . 2 4 19 2 . 29 1 92 . 46 19 2 . 6 4 1 92 . 95 1 9 1 . 2 8 1 9 1 . 30 191 . 30 1 91 . 3 2 19 1 . 3 7 3 . 00 m D & S E 3 . 00 m D & S E 3 . 00 m D & S E 1 9 2 . 3 3 EXISTING SURFACE (TYPICAL). DRAIN GRADE AT 1 in 500 TO CONSTRUCT TEMPORARY OPEN EXISTING SURFACE (TYPICAL). DRAIN GRADE AT 1 in 500 TO CONSTRUCT TEMPORARY OPEN EXISTING SURFACE (TYPICAL). DRAIN GRADE AT 1 in 500 TO CONSTRUCT TEMPORARY OPEN F S 19 0 . 8 6 FS 19 2 . 0 2 F S 192 . 51 F S 192 . 10 F S 192 . 17 F S 192 . 23 FS 192 . 30 F S 192 . 36 FS 192 . 4 3 F S 19 2 . 49 FS 192 . 55 F S 1 9 2 . 62 F S 192 . 70 F S 19 2 . 85 F S 19 3 . 5 4 FS 19 3 . 9 4 F S 192 . 70 F S 192 . 39 F S 192 . 17 F S 192 . 76 FS 192 . 36 FS 193 . 00 F S 1 9 1 . 84 FS 19 1 . 55 FS 19 1 . 33 FS 19 1 . 11 FS 190 . 89 FS 190 . 66 F S 1 9 2 . 5 3 F S 19 1 . 2 4 F S 191 . 82 F S 19 0 . 67 FS 19 1 . 9 2 F S 1 90 . 73 F S 19 2 . 0 1 FS 1 9 0 . 80 F S 19 2 . 0 9 F S 1 9 2 . 1 8 F S 1 9 2 . 3 5 FS 1 9 1 . 19 F S 19 1 . 38 FS 1 92 . 1 0 FS 192 . 1 7 FS 1 92 . 23 F S 192 . 6 4 1 92 . 40 FS 1 93 . 93 FS 1 91 . 50 1 9 1 . 3 5 FS 1 91 . 38 F S 1 9 1 . 3 9 F S 19 1 . 4 0 FS 191 . 4 1 FS 1 91 . 4 3 191 . 82 1 90 . 9 2 F S 19 0 . 6 4 FS 191 . 09 FS 19 1 . 31 F S 1 9 1 . 53 FS 19 1 . 75 EXISTING SURFACE (TYPICAL). DRAIN GRADE AT 1 in 500 TO CONSTRUCT TEMPORARY OPEN EXISTING SURFACE (TYPICAL). DRAIN GRADE AT 1 in 500 TO CONSTRUCT TEMPORARY OPEN EXISTING SURFACE (TYPICAL). DRAIN GRADE AT 1 in 500 TO CONSTRUCT TEMPORARY OPEN 16 A16 . 07 14 14 16 16 16 16 16 16 8 . 24 14 16 16 16 16 16 14 16 16 16 1 91 . 5 7 (TYPICAL) AND CHEVRON D4-5 PROVIDE 'NO ROAD' SIGN 1 89 . 8 1 1 89 . 80 18 9 . 8 9 18 9 . 9 9 19 0 . 0 7 1 90 . 71 19 0 . 6 6 1 90 . 68 1 90 . 6 9 1 90 . 71 19 0 . 72 1 91 . 4 0 1 91 . 36 1 9 1 . 2 8 191 . 6 3 19 1 . 7 3 191 . 15 1 91 . 08 1 9 1 . 4 4 19 1 . 4 8 19 1 . 8 2 19 1 . 3 5 1 9 1 . 3 2 1 91 . 4 9 1 9 1 . 6 1 1 9 1 . 7 4 1 9 1 . 9 2 19 2 . 1 5 19 2 . 3 5 1 94 . 59 19 3 . 6 2 1 91 . 6 4 19 1 . 6 6 19 1 . 62 19 1 . 6 7 1 91 . 7 5 19 1 . 5 3 1 90 . 64 190 . 92 191 . 2 5 FS 1 90 . 68 FS 1 90 . 75 FS 19 0 . 7 8 FS 19 0 . 8 2 F S 19 0 . 8 9 F S 1 9 0 . 9 7 FS 1 91 . 0 4 F S 19 1 . 1 2 FS 1 91 . 3 3 FS 1 91 . 40 FS 191 . 60 F S 191 . 85 F S 1 9 1 . 7 0 F S 19 1 . 24 F S 191 . 0 4 F S 19 0 . 9 6 FS 1 90 . 8 8 FS 1 9 0 . 66 FS 1 9 2 . 9 9 F S 19 3 . 75 F S 19 3 . 3 5 FS 19 2 . 30 F S 1 9 2 . 3 8 F S 1 9 2 . 4 5 F S 1 9 2 . 5 2 F S 192 . 5 8 F S 1 9 1 . 70 16 16 5 . 95 6 . 57 SUBSTATION ELECTRICAL 356 355 354 353 352 351 350 349 348 347 346 345 344 343 342 357 358 359 360 361 YO R K NO R T H S T R EET C ANN I NG W A L K P A R AD E L AV ELLE P L A C E ET HAN L AN E 8 . 48 A12 . 05 30 . 70 3 . 01 R130 R13 0 4 . 85 1 10 11 12 13 25 26 27 28 29 15 16 22 17 18 23 19 24 20 7 8 5 4 3 2 6 30 300 mm A14 . 04 1 . 23 F S 19 2 . 73 30 0 mm 3 0 0 mm 300mm 300 mm 45 0 mm 5 25 mm 300 mm 750 mm 375 mm 2 25 mm 375 mm 300 mm 225 mm 750 mm 300 mm 525 mm 60 0 mm 750 mm 450 mm 300 mm 300 mm 300 mm 300 mm C h25 . 43 C h32 . 93 C h40 . 43 C h 4 7 . 9 3 C h55 . 43 C h307 . 25 C h307 . 51 C h 322 . 4 5 C h322 . 94 C h329 . 79 C h338 . 19 C h342 . 52 C h 3 5 1 . 3 7 C h 3 54 . 53 C h3 6 7 . 3 7 C h 37 0 . 5 3 C h38 3 . 3 7 C h3 8 6 . 5 3 C h 39 9 . 3 7 C h4 0 0 . 53 C h4 1 5 . 3 7 C h4 1 6 . 5 3 C h 4 29 . 3 7 C h 43 0 . 5 3 C h 4 4 2 . 1 2 C h 4 44 . 0 0 C h457 . 3 1 C h45 8 . 56 C h 10 7 . 2 5 C h 1 08 . 65 C h1 2 2 . 6 5 C h 1 23 . 25 C h 1 3 6 . 6 5 C h 13 9 . 2 5 C h 1 49 . 15 C h 1 6 1 . 6 5 C h1 74 . 1 5 C h 1 87 . 2 5 C h18 8 . 1 5 C h 2 03 . 2 5 C h 2 06 . 3 5 C h 3 0 . 1 5 C h4 4 . 1 5 C h 46 . 15 C h5 8 . 1 5 C h6 0 . 1 5 C h 70 . 6 5 C h 72 . 65 C h 83 . 15 C h 8 5 . 1 5 C h 95 . 65 C h 1 0 1 . 1 5 C h 10 9 . 6 5 C h 11 5 . 1 5 C h 1 22 . 1 5 C h 1 29 . 1 5 C h 1 3 4 . 6 5 C h 1 41 . 65 C h 1 4 8 . 6 5 C h 1 5 4 . 1 5 C h 162 . 6 5 C h 1 6 8 . 1 5 C h 1 7 5 . 15 C h 18 2 . 1 5 C h1 8 7 . 6 5 C h 1 9 4 . 6 5 C h 20 0 . 1 5 C h 2 0 7 . 1 5 C h21 2 . 6 5 L I M I T O F W O R K S L I M I T O F W O R K S T P C h34 7 . 2 6 T P C h4 3 8 . 7 7 T P C h 15 1 . 6 0 T P C h 1 75 . 2 0 T P C h1 1 . 8 0 C h2 1 2 . 6 5 MATCH WITH EXISTING. AND 'NO ROAD' SIGN AND REMOVE CONC. EDGE STRIP MATCH WITH EXISTING. AND 'NO ROAD' SIGN AND REMOVE CONC. EDGE STRIP 7 . 27 A&C 5 . 23 FUTURE STAGE 9 FUTURE STAGE 8 F U T U R E S T AG E 5 C U T O F F D R A I N 14 21 9 FS 190 . 91 3 . 47 FS 19 2 . 6 2 FS 1 9 1 . 6 4 19 1 . 49 1 . 5 m F OO T P A T H A 2 . 96 R130 4 . 00 2 . 47 2 . 5 0 m S E @1.5m CTS (TYPICAL) PINE BOLLARDS PROVIDE TREATED F S 191 . 95 FS 1 9 1 . 9 4 FS 1 9 1 . 9 5 FS 19 2 . 0 7 F S 192 . 56 F S 19 3 . 14 F S 1 9 2 . 1 1 STAGE 9 FUTURE STAGE 7 FUTURE REFER STD DWG EDCM503. CROSSOVER. FOR DETAILS PROVIDE INDUSTRIAL 20mm FCR. (TYPICAL) 200mm COMPACTED DEPTH CRUSHED ROCK TURNING AREA. TEMPORARY GARBAGE TRUCK (TYPICAL) AND CHEVRON D4-5 PROVIDE 'NO ROAD' SIGN @1.5m CTS (TYPICAL) PINE BOLLARDS PROVIDE TREATED 188 AG'S (TYPICAL) STRIP & ROW OF PROVIDE CONCRETE EDGE L I M I T O F W O R K S FS 192 . 81 F S 192 . 74 F S 192 . 68 F S 192 . 61 FS 192 . 54 FS 192 . 48 F S 192 . 42 FS 192 . 36 1 : 1 50 A PP R OX L I M I T OF F I L L L I M I T A P P R OX OF F I LL 1 91 . 5 0 1 9 1 . 3 1 19 1 . 5 7 191 . 13 FS 191 . 72 1 9 1 . 20 F S 191 . 77 1i n18 1i n18 1i n18 1i n18 1i n18 5. 60 A B A R L 1 9 6 . 8 5 B A S E S U B S T A T I ON 8 . 00 191 . 5 6 BL191 . 5 6 191 . 7 0 191 . 70 1 91 . 80 191 . 80 1 96 . 70 191 . 62 BL1 91 . 62 BL191 . 6 8 1 96 . 66 B A A 5. 60 S UBS TAI TON BAS E R. L. 1 9 1 . 8 0 191 . 5 5 191 . 80 191 . 5 5 191 . 80 1 91 . 55 191 . 7 0 191 . 5 5 191 . 66 191 . 67 191 . 6 7 191 . 6 7 191 . 7 0 191 . 62 191 . 7 0 191 . 7 0 1 91 . 73 191 . 73 191 . 49 1 91 . 49 191 . 40 191 . 40 191 . 58 191 . 5 8 191 . 52 191 . 5 2 1 91 . 62 191 . 60 B 1 91 . 5 8 191 . 41 31 E AHD - OF - BPD RATHDOWNE ESTATE STAGE 3 WHITTLESEA 9365 3 388 C 10 SS AS SHOWN 11 7/03/2019 Plotted: J:\H9365\Eng\Stage 3\E03_R01_DET.dgn ISSUED FOR CONSTRUCTION 20.12.17 A OCT'17 RGW MUNICIPALITY REFERENCE SHEET DATE DATUM SCALE MELWAY REF. SURVEY DESIGN DRAWN CHECKED REMARKS DATE AMENDMENTS VER. 7/03/2019 Plotted: J:\H9365\Eng\Stage 3\E03_R01_DET.dgn 1/19 cato street hawthorn east, 3123 telephone 8823 2300 land surveyors civil engineers fax no. 8823 2310
Transcript of STAGE 3 - Villawood Properties · n o r t h detail plan warning given that all existing services...
North
DETAIL PLAN
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
an expansion joint of approved material shall be provided between the two faces.
3. Where concrete works abut a sewer access chamber surround or similar structure,
prior to underground infrastructure being installed.
the licenced surveyor responsible for certifying the Plan of Subdivision
2. Contractor to ensure that the site is pegged and or set out checked by
TBM COORDINATES SHOWN.
DIGITAL PLAN, PROVIDED FOR SETOUT PURPOSES, MATCHES THE
1. IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE THAT THE
ATTENTION TO CONTRACTOR
WARNING
OF OPTIC FIBER CABLE IN DAVIS ROADCONTRACTOR TO TAKE EXTRA CAUTION
North
SYMBOL LEGEND
28.57
Cut Prop/Ex
Retaining Wall
TW28.57
S S
Conduits 50mm
Conduits 100mm W100
Property Inlet
Street Sign
PSM
Ex Gas/Elect/Tel E T
Fill Prop/Ex
Ex/Natural/FS Level
FS @ Building Line
28.57
NS28.5
7
BL28.57
100yr Flood Level FL28.57
Prop Exist
Top Ret. Wall Level
Drains
Sewer <300
Sewer >300
Water
House DrainTOP2
8.57
Top/Toe of Batter TOE28.57
W100
G
WW
H H
SS
No.DESCRIPTION
SHT
SHEET INDEX
1
2
3
6
VER
DETAIL PLAN & SERVICES SCHEDULE
NOTES AND TYPICAL SECTIONS
7
8
4
5
SIGNAGE AND LINEMARKING PLAN
9
10
11
CREEK
SED
GE
CU
RL
Y
CU
RL
Y S
ED
GE C
RE
EK
VE
ARIN
GS
RO
AD G
RE
EN LIN
K
CRAIGIEBURN ROAD
BOUNDARY ROAD
LOCALITY PLANMELWAYS: 388 - C10
NTS
Works
Site of
SCALE 1:500
PLAN
10 5 0 10 20
LENGTHS ARE IN METRES
40
SCALE 1 : 500
STREET NAME
SERVICES OFFSETS AND LOCATIONS
Rd.RESERVEWATER
GAS Bk. of KERB JOINT TRENCHINGELECTRICITY
CABLES POLESDW NDW
FIBRE TO THE HOME
FTTH PITSFTTH CABLES
STREET - LEVEL 1
CLASIFICATION
STREET
G & W, FTTH & E
16.00 3.20 E 2.70 E 2.25 E 0.90 BOK G & W, FTTH & E STREET - LEVEL 1
16.00 3.20 S 2.70 S 2.25 S 0.90 BOK 1.78 N/S G & W, FTTH & E STREET - LEVEL 1
25.00 2.70 E 3.20 E 2.25 E 0.90 BOK 2.60 W 1.85 W 1.78 E/W 4.55 E 8.55 W
1.78 E/W 4.35 E 4.05 W
2.60 N 1.85 N 4.35 S 4.05 N
NORTH STREET
YORK PARADE
TREES
STREET
3.12W, 3.05E
2.80W, 2.95E
2.80N, 2.95S
NORTH STREET - CROSS SECTIONS
YORK PARADE - LONGITUDINAL AND CROSS SECTIONS
NORTH STREET - LONGITUDINAL AND CROSS SECTIONS
LAVELLE PLACE
LAVELLE PLACE - LONGITUDINAL AND CROSS SECTIONS
LAVELLE PLACE - CROSS SECTIONS
DRAINAGE LONGITUDINAL SECTIONS
DRAINAGE LONGITUDINAL SECTIONS & PIT SCHEDULE
INTERSECTION DETAILS AND ETHAN LANE LONGITUDINAL AND CROSS SECTIONS
STREET - LEVEL 1 ETHAN LANE 8.00 - -
-
2.45 W 1.00 W
H
E
B
B
B
B
C
C
E
E
A
APPROX
LIMIT
OF
FILL
4.00 2.75 S 1.85 S -- -
G & W, FTTH & E STREET - LEVEL 1 -CANNING WALK 2.3 S 3.75 S 3.25 S 3.2 S
H1
B 05.04.18 CROSS SECTION OF CANNING WALK TO INCLUDE
SERVICES
C 13.04.18 CROSS SECTIONS OF LAVELLE PLACE AMENDED
D 29.05.18 DRAIANGE PITS 13-15 LOWERED
SHEET INDEX UPDATED
E 05.09.18 DRAINAGE PIT 31 ADDED, PIT 17 MOVED
H 07.03.19
F 18.01.19 SHEET INDEX UPDATED
0.50 N
SHEET INDEX UPDATED
192
191
192
193
193
194
193
194
195
192
191
193
194
191
192
193
194
190
190
191
255254
253256 252
251250
249248
247246
264263
262
261
260
259
258
257
231
232
233
234235
236237
PA
RA
DE
YO
RK
CARMICHAEL
375m
m
375mm
375mm
225m
m
225mm
600m
m
600mm
600m
m
300m
m
300m
m300mm
600mm
525mm
375m
m
375m
m
375mm
300mm
300mm
375mm
300mm
26.0 BENDo
45 BENDo
22.5 BENDo
3.25
2.30
2.30
2.30
2.30
1.00
7.25
4.00
1.00
1.00
1.00
6.00
2.30
1.30
2.23
1.00
1.30
3.00
1.00
1.451.80
2.95
1.80
2.0
01.6
02.0
0
1.70
2.3
0
317318
319320321
322323
324325
326327
328329
331
330
303
302
301
304305
306307
308309
310311
312313
314315
316
332
333
334
335
336
337
341
340
339
338
12.5012.50
12.50
12.5014
14
12.50
12.5014
28
1412.50
12.5014
1412.50
12.5012.50
12.50
28282
8282
8282
8282
8
12.50
12.50
12.5014
28
28
28
12.50
12.50
12.5014
36
16
16
13
4.24
33
16
16
16
36
36
16
4.24
13
32
32
32
32
32
32
32
32
32
32
32
1414
12.50
12.501414
16
12.50
12.5014
16
1614
12.5012.50
1614
1412.50
12.5014
14
12.5012.50
12.5012.50
3232
28
28
28
28
28
28
28
14
14
12.5
012.5
012.5
014
14
14
12.5
012.5
0
12.5
014
1432
32
32
32
12.5
014
13.9
0
32
32
32
32
32
32
14
14
14
12.5
0
14
32
32
8
7.50 7.507.50 7.50
7.507.50
7.507.50
28
28
28
28
28
4
20
32
28
3.00
m D
& S E
R8.6
R8.6
AG'S (TYPICAL)
STRIP & ROW OF
PROVIDE CONCRETE EDGE
20mm FCR. (TYPICAL)
200mm COMPACTED DEPTH
CRUSHED ROCK TURNING AREA.
TEMPORARY GARBAGE TRUCK
(TYPICAL)
AND CHEVRON D4-5
PROVIDE 'NO ROAD' SIGN
BLANK END
LI
MIT OF
WORKS
20mm FCR. (TYPICAL)
200mm COMPACTED DEPTH
CRUSHED ROCK TURNING AREA.
TEMPORARY GARBAGE TRUCK
AG'S (TYPICAL)
STRIP & ROW OF
PROVIDE CONCRETE EDGE
LIMIT OF WORKS
20mm FCR. (TYPICAL)
200mm COMPACTED DEPTH
CRUSHED ROCK TURNING AREA.
TEMPORARY GARBAGE TRUCK
(TYPICAL)
AND CHEVRON D4-5
PROVIDE 'NO ROAD' SIGN
AG'S (TYPICAL)
STRIP & ROW OF
PROVIDE CONCRETE EDGE
16.42
49.78
R15
5A18.98
R155
4.1
1
A14.1
1A
14.2
8
A8.3
9
31.73
30.06
26.83
32.09
R145.85
R135.15
22
22
19
5.50
LIMIT OF WORKS
31.96
30.87
33.53
32.11
9.4
0
R155
A3.10
A4.7
2
A5.7
6 R130
R135.15
R145.85
K&C-600 B2
K&C-600 B2
K&C-600 B2
K&C-600 B2
K&C-600 B2
K&C-600 B2
PROPOSED STAGE 2
PROPOSED STAGE 2
FUTURE STAGE 5
H
H
H
HH
HH
HH
HH
HH
HH
H
H
H
H
H
H
H
H
H
H
H
189.82
190.00
190.27
190.34
190.51
191.09
191.03
190.45
190.61
190.84
191.13
191.15
191.02
191.12
191.21
191.36
191.98
190.95
191.00
191.06
191.17
191.45
192.04
192.00
192.30
192.58
192.75
191.66
191.64
191.50
191.31
191.84
191.97
192.04
192.05
192.11
192.25
192.40
192.16
192.15
192.19
192.42
192.74
192.
0419
2.01
191.73
191.61
192.35
192.26
192.25
192.30
192.39
192.49
192.58
192.64
192.73
193.06
194.00
194.32
191.98
191.89
191.84
191.85
191.90
191.98
192.09
192.19
192.30
192.37
192.35
192.72
193.43
194.24
192.69
192.28
191.65
191.59
191.64
191.62
191.66
191.75
191.84
191.98
192.15
192.24
192.29
192.46
192.64
192.95
191.28
191.30
191.30
191.32
191.37
3.00m D & S E
3.00
m D
& S E
3.00
m D
& S E
192.33
EXISTING SURFACE (TYPICAL).
DRAIN GRADE AT 1 in 500 TO
CONSTRUCT TEMPORARY OPEN
EXISTING SURFACE (TYPICAL).
DRAIN GRADE AT 1 in 500 TO
CONSTRUCT TEMPORARY OPEN
EXISTING SURFACE (TYPICAL).
DRAIN GRADE AT 1 in 500 TO
CONSTRUCT TEMPORARY OPEN
FS190.86
FS192.02
FS192.51
FS192.10
FS192.17
FS192.23
FS192.30
FS192.36
FS192.43
FS192.49
FS192.55
FS192.62
FS192.70
FS192.85
FS193.54
FS193.94
FS192.70
FS192.39
FS192.17
FS192.76
FS192.36
FS193.00
FS191.84
FS191.55
FS191.33
FS191.11
FS190.89
FS190.66
FS192.53
FS191.24
FS191.82
FS190.67
FS191.92
FS190.73
FS192.01
FS190.80
FS192.09
FS192.18
FS192.35
FS191.19
FS191.38
FS192.10
FS192.17
FS192.23
FS192.64
192.40
FS193.93
FS191.50
191.35
FS191.38
FS191.39
FS191.40
FS191.41
FS191.43
191.82
190.92FS190.64
FS191.09
FS191.31
FS191.53
FS191.75
EXISTING SURFACE (TYPICAL).
DRAIN GRADE AT 1 in 500 TO
CONSTRUCT TEMPORARY OPEN
EXISTING SURFACE (TYPICAL).
DRAIN GRADE AT 1 in 500 TO
CONSTRUCT TEMPORARY OPEN
EXISTING SURFACE (TYPICAL).
DRAIN GRADE AT 1 in 500 TO
CONSTRUCT TEMPORARY OPEN16
A16.0
7
14
14
16
16
16
16
16
16
8.2
4
14
16
16
16
16
16
14
16
16
16
191.57
(TYPICAL)
AND CHEVRON D4-5
PROVIDE 'NO ROAD' SIGN
189.81
189.80
189.89
189.99
190.07
190.71
190.66
190.68
190.69
190.71
190.72
191.40
191.36
191.28
191.63
191.73
191.15
191.08
191.44
191.48
191.82
191.35
191.32
191.49
191.61
191.74
191.92
192.15
192.35
194.59
193.62
191.64
191.66
191.62
191.67
191.75
191.53
190.64
190.92
191.25
FS190.68
FS190.75
FS190.78
FS190.82
FS190.89
FS190.97
FS191.04
FS191.12
FS191.33
FS191.40
FS191.60
FS191.85
FS191.70
FS191.24
FS191.04
FS190.96
FS190.88
FS190.66
FS192.99
FS193.75
FS193.35
FS192.30
FS192.38
FS192.45
FS192.52
FS192.58
FS191.70
16
16
5.9
5
6.57
SUBSTATION
ELECTRICAL
356
355
354
353
352
351
350
349
348
347
346
345
344
343
342
357358359360361
YO
RK
NO
RT
H
ST
RE
ET
CANNING WALK
PA
RA
DE
LAVELLE
PLACE
ETHAN LANE
8.48
A12.0
5
30.70
3.01
R130
R130
4.85
1
10
11
12
13
25
26
27
28
29
15
16
22
17
18
23
19
24
20
7
85
4
3
2
6
30
300mm
A14.0
4
1.2
3
FS192.73
300m
m
300m
m
300mm
300mm
450
mm
525m
m
300m
m
750m
m
375m
m
225m
m
375mm
300mm
225mm
750m
m
300mm
525mm
600m
m
750mm
450mm
300mm
300mm
300m
m
300m
m
Ch25.43
Ch32.93
Ch40.43
Ch47.93
Ch55.43
Ch307.25
Ch307.51
Ch322.45
Ch322.94
Ch329.79
Ch338.19
Ch342.52
Ch351.37
Ch354.53
Ch367.37
Ch370.53
Ch383.37
Ch386.53
Ch399.37
Ch400.53
Ch415.37
Ch416.53
Ch429.37
Ch430.53
Ch442.12
Ch444.00
Ch457.31
Ch458.56
Ch107.25
Ch108.65
Ch122.65
Ch123.25
Ch136.65
Ch139.25
Ch149.15
Ch161.65
Ch174.15
Ch187.25
Ch188.15
Ch203.25
Ch206.35
Ch30.15
Ch44.15
Ch46.15
Ch58.15
Ch60.15
Ch70.65
Ch72.65
Ch83.15
Ch85.15
Ch95.65
Ch101.15
Ch109.65
Ch115.15
Ch122.15
Ch129.15
Ch134.65
Ch141.65
Ch148.65
Ch154.15
Ch162.65
Ch168.15
Ch175.15
Ch182.15
Ch187.65
Ch194.65
Ch200.15
Ch207.15
Ch212.65
LIMIT OF WORKS
LIMIT OF WORKS
TPCh347.26
TPCh438.77
TPCh151.60
TPCh175.20
TPCh11.80
Ch212.65
MATCH WITH EXISTING.
AND 'NO ROAD' SIGN AND
REMOVE CONC. EDGE STRIP
MATCH WITH EXISTING.
AND 'NO ROAD' SIGN AND
REMOVE CONC. EDGE STRIP
7.2
7A
&C5.2
3
FUTURE STAGE 9
FUTURE STAGE 8
FU
TU
RE S
TA
GE 5
CUT OFF DRAIN
1421
9
FS190.91
3.47
FS192.62
FS191.64
191.49
1.5m FOOTPATH
A2.96
R130
4.00
2.47
2.50
m S E
@1.5m CTS (TYPICAL)
PINE BOLLARDS
PROVIDE TREATED
FS19
1.95
FS19
1.94
FS191.95FS192.07
FS192.56
FS193.14
FS192.11
STAGE 9FUTURE
STAGE 7FUTURE
REFER STD DWG EDCM503.
CROSSOVER. FOR DETAILS
PROVIDE INDUSTRIAL
20mm FCR. (TYPICAL)
200mm COMPACTED DEPTH
CRUSHED ROCK TURNING AREA.
TEMPORARY GARBAGE TRUCK
(TYPICAL)
AND CHEVRON D4-5
PROVIDE 'NO ROAD' SIGN
@1.5m CTS (TYPICAL)
PINE BOLLARDS
PROVIDE TREATED
188AG'S (TYPICAL)
STRIP & ROW OF
PROVIDE CONCRETE EDGE
LI
MIT OF
WORKS
FS192.81
FS192.74
FS192.68
FS192.61
FS192.54
FS192.48
FS192.42
FS192.36
1:150APPROX
LIMIT
OFFILL
LIMIT
APPROX
OF FILL
191.50
191.31
191.57
191.13
FS191.72
191.20
FS191.77
1in18
1in18
1in18
1in18
1in18
5.60
A
B
A
RL196.85
BASE
SUBSTATION
8.00
191.5
6
BL19
1.56
191.7
019
1.70
191.8
0
191.8
0
196.70
191.6
2
BL19
1.62
BL19
1.68
196.66
B
A
A
5.60
SUBSTAITON BASE
R.L. 191.80
191.5
5
191.8
019
1.55
191.8
019
1.55
191.7
019
1.55
1 in 18
1 in 18
1 in 70
1 in 10
1 in 18
1 in 18
CO
G
CO
G
CO
GCO
G
CO
G
CO
G
191.6
6
191.6
7
191.6
7
191.6
7
191.7
019
1.62
191.7
019
1.70
191.7
319
1.73
191.4
919
1.49
191.4
019
1.40
191.5
819
1.58
191.5
219
1.52
191.6
2
191.6
0
B
191.5
8
191.4
1
1 in 7
1 in 10
31
E
AHD
-
OF
-
BPD RATHDOWNE ESTATE
STAGE 3
WHITTLESEA
9365 3
388 C 10
SS
AS SHOWN 11
7/03/
2019
Pl
otte
d:
J:\H9365\Eng\Stage 3\E03_R01_DET.dgn
ISSUED FOR CONSTRUCTION
20.12.17A
OCT'17
RGW
MUNICIPALITY
REFERENCE
SHEETDATEDATUMSCALE
MELWAY REF.
SURVEY
DESIGN
DRAWN
CHECKEDREMARKSDATE
AM
EN
DM
EN
TS
VER.
7/03/
2019
Pl
otte
d:
J:\H9365\Eng\Stage 3\E03_R01_DET.dgn
1/19 cato street
hawthorn east, 3123
telephone 8823 2300land surveyors civil engineers
fax no. 8823 2310
8.00m
4.004.00
1.50
4.00
0.05 2.45
600
300
200
350
150
300
600
300
350
150
300
600
300
200
35
0
150
300
3.50 2.303.502.30
1.50 0.050.603.003.15 0.85
11.60
0.6010.70 3.00
4.558.55 11.90
25.00
1.500.05
VERTICAL 1:50
SCALE HORIZONTAL 1:100
TYPICAL ROAD CROSS SECTIONS
NOTES AND LOCALITY PLAN
2.00m
EXISTING SURFACE
1 IN 61 IN 6
CUT-OFF DRAIN DETAIL
INVERT TO BE GRADED
TO OUTLET
150 MIN
300 MIN
NOT TO SCALE
LOCAL ACCESS LANE
1 IN 301 IN 30
0.50 LIGHTING COLUMN1.00
SEWER
8.0m ROAD RESERVE
0.10 STREET SIGN
TI
TL
E
BD
RY
TI
TL
E
BD
RY
DRAINAGE PIT
ETHAN LANE
LO
T
TI
TL
E
BD
RY
RE
SE
RV
E
BD
RY
1 IN 6
4.0m ROAD RESERVE
CANNING WALK
1 IN 501 IN 30
(540mm DEPTH)
ROCK AREAS, TO BE 150mm MINIMUM DEPTH OF COMPACTED CLASS 3 FCR" OR APPROVED EQUIVALENT MATERIAL.
Refer to "Technical Specification for Roads and Drainage Works"
Section 20.3.5 & Table 20.3.5 for requirements
d) BITUMINOUS PRIME
a) 40mm COMPACTED DEPTH SIZE 14 TYPE H ASHPHALT WITH A C320 BINDER
SAMI TREATMENT (STRAIN ALLEVIATING MEMBRANE INTERLAYER) CONSISTING SIZE 10 SPRAYED SEAL
AND COVERED WITH A LIGHT APPLICATION OF PRE-COATED SIZE 10 AGGREGATE.
USING CLASS S18RF BITUMEN CRUMB RUBBER BINDER PLACED AT AN APPLICATION RATE > 1.8 l/m2
(ASPHALT TO BE 5mm PROUD OF LIP OF KERB)
b) 75mm COMPACTED DEPTH SIZE 20 TYPE SI ASHPHALT WITH A C320 BINDER
c) 75mm COMPACTED DEPTH SIZE 20 TYPE SF ASHPHALT WITH A C320 BINDER
(500mm DEPTH)
f) 250mm COMPACTED DEPTH OF SELECT GRANULAR MATERIAL "TYPE A" WITH A MINIMUM SOAKED CBR
(450mm DEPTH)
NOTES
1. ALL WORKS TO BE CARRIED OUT IN ACCORDANCE WITH PLANS AND CURRENT
CITY OF WHITTLESEA SPECIFICATIONS AND STANDARD DRAWINGS APPROVED
2. COUNCIL TO BE NOTIFIED 2 CLEAR DAYS PRIOR TO COMMENCEMENT OF WORKS.
5. DRAINAGE AND PITS TO BE SETOUT FROM OFFSETS SHOWN RATHER THAN FROM
CENTRELINE PIPE CHAINAGES.
6. ALL PIPES TO BE CLASS 2 UNLESS OTHERWISE SPECIFIED AND SHALL BE RRJ
UP TO AND INCLUDING 750mm DIAMETER. ALL DRAINS THAT CROSS UNDER ROAD
PAVEMENTS ARE TO BE RRJ CLASS 2 R.C.P.
7. JOINTING FOR CURVED PIPE ALIGNMENT SHALL CONFORM TO MANUFACTURER'S
SPECIFICATIONS (RRJ'S FOR MINOR DEFLECTIONS OR COMPLETE R.C. BANDAGES)
8. PROPERTY INLETS ARE TO BE PLACED 1.0m FROM THE LOW CORNER OF LOT UNLESS
OTHERWISE SHOWN.
9. LOTS DENOTED THUS 416H ARE TO BE PROVIDED WITH A 100mm HOUSE DRAIN PLACED
7.00m FROM THE LOW CORNER OF THE LOT UNLESS OTHERWISE SHOWN. HOUSE DRAINS
TO BE CONNECTED TO STREET DRAINAGE WITH 27A & CAP, CLEAR OF ANY PAVING.
IF CONNECTION IS WITHIN PAVING A PIT MUST BE USED.
10. APPROVED GRANULAR BACKFILL TO BE PROVIDED WHERE PIPE TRENCHES ENCROACH
UNDER ROADWAY DUE TO DEEP EXCAVATIONS IN ROCK.
11. SHALLOW CUT OFF DRAINS ARE TO BE PROVIDED ON SUBDIVISION BOUNDARY WHERE
NECESSARY.
14. PRIOR TO COMMENCEMENT OF WORKS ON SITE, THE CONTRACTOR MUST ENSURE THAT
ALL MATTERS RELATING TO THE OCCUPATIONAL HEALTH AND SAFETY ACT 2004,
INCLUDING ALL RELEVANT REGULATIONS, HAVE BEEN ADDRESSED. IN PARTICULAR,
THE REQUIRED NOTIFICATIONS MUST BE CONVEYED TO THE VICTORIAN WORKCOVER
AUTHORITY - HEALTH & SAFETY DIVISION WITH RESPECT TO TRENCHING OPERATIONS.
DETAILS OF THE CONTRACTORS OCCUPATIONAL HEALTH & SAFETY PROCEDURES MUST
BE LODGED WITH THE SUPERINTENDENT PRIOR TO COMMENCEMENT OF WORKS.
AND CHANNEL AND BUFFER PITCHERS AND WHERE DIRECTED BY THE ENGINEER (REFER
TO COUNCIL STANDARD DRAWINGS). WHERE KERB AND CHANNEL IS LOCATED ON
TITLE BOUNDARY AG's ARE TO BE PLACED BENEATH KERB AND 750mm BELOW TOP OF KERB.
17. AGRICULTURAL DRAINS ARE TO BE 760mm BELOW TOP OF KERB.
18. BATTERS SHALL BE 1 IN 6 FOR CUT & FILL UNLESS OTHERWISE SHOWN.
19. ALL NATIVE TREES AND SHRUBS TO BE RETAINED UNLESS ROAD CONSTRUCTION
NECESSITATES THEIR REMOVAL OR REMOVAL IS DIRECTED BY THE ENGINEER.
20. LOTS TO BE GRADED AND LEFT CLEAN TO THE SATISFACTION OF THE ENGINEER.
21. ON COMPLETION THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF RUBBISH
AND SPOIL FROM SITE.
22. WHERE WORKS ARE IN THE VICINITY OF EXISTING SERVICES, THESE SERVICES
ARE TO BE LOCATED AND THE VARIOUS AUTHORITIES NOTIFIED PRIOR TO
COMMENCEMENT OF WORKS.
23. ALL MATERIAL SURROUNDING SERVICE AUTHORITY PITS LOCATED IN FOOTPATHS MUST
BE ADEQUATELY COMPACTED IN 150mm LAYERS AND TESTED TO THE SATISFACTION OF
THE CITY OF WHITTLESEA,PRIOR TO THE CONSTRUCTION OF FOOTPATH BAYS ADJACENT
TO THESE PITS.
24. THE WATER CONDUIT OFFSET FROM THE LOT BOUNDARY IS GIVEN ON THE WATER
RETICULATION PLAN. THE CONTRACTOR MUST CONSTRUCT CONDUITS TO ACCORD WITH
THE GIVEN OFFSET AND ENSURE THAT THE CONCRETER MARKS THE KERB AND FOOTPATH
EXACTLY ABOVE THE CONDUIT.
25. ALL GAS AND WATER CONDUIT TYPES ARE PVC CLASS 12 WITH A 50mm DIAMETER FOR
RESIDENTIAL LOTS.
26. TELSTRA/NBN Co TO BE NOTIFIED 7 DAYS PRIOR TO CONCRETE BEING PLACED.
27. CONDUITS ARE TO BE EXTENDED 450mm BEHIND FACE OF KERB AND TO BE REFERENCED
ON FACE OF KERB.
28. ALL STREET SIGNS TO BE CONSTRUCTED AND ERECTED TO CURRENT CITY OF WHITTLESEA
STANDARDS. STREET NAME PLATES TO BE IN ACCORDANCE WITH STANDARD DRAWING SD812,
INCLUDING "NO THROUGH ROAD" NOMINATION WHERE APPLICABLE.
29. TRAFFIC CONTROL SIGNS, MARKINGS & DELINEATORS TO BE INSTALLED IN ACCORDANCE
WITH AS1742.2. ALL LINE MARKING IS TO BE LONG LIFE ROAD MARKING, WITH
LONGITUDINAL LINES IN THERMOPLASTIC & TRANSVERSE MARKINGS IN COLD APPLIED.
31. ALL DRIVEWAY RAMPS INTO PROPERTIES ARE TO BE CUT IN AT A MAXIMUM GRADE
OF 1 IN 6.
32. FILL AREAS ARE TO BE STRIPPED OF TOPSOIL, FILLED AND TOPSOIL REPLACED
TO OBTAIN FINAL FILL LEVELS AS SHOWN ON PLANS. FILLING TO BE CLEAN CLAY
COMPACTED TO A DRY DENSITY NOT LESS THAN 95% OF THE MAXIMUM DRY DENSITY
VALUE DETERMINED BY THE STANDARD COMPACTION TEST IN ACCORDANCE WITH
AUSTRALIAN STANDARD AS1289.5.2.1-1993. TESTING TO COMPLY WITH AS3798-1996
APPENDIX B, LEVEL 1.
33. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL IMPORTED FILL MATERIAL,
INCLUDING TOPSOIL, SATISFIES THE DESCRIPTION FOR CLEAN FILL MATERIAL IN EPA
BULLETIN PUBLICATION No. 448 (SEPT '95) AND SUBSEQUENT REVISIONS. THE
CONTRACTOR SHALL PROVIDE VERIFICATION INCLUDING TEST CERTIFICATES TO THE
SUPERVISING ENGINEER.
34. FILL REQUIRED UNDER ROADWAY KERB AND CHANNEL AND FOOTPATH TO BE
APPROVED GRANULAR MATERIAL COMPACTED TO 95% AASHO IN 150mm LAYERS.
BY COUNCIL AND TO THE SATISFACTION OF THE ENGINEER. PRIOR TO
COMMENCEMENT OF WORKS, THE CONTRACTOR SHALL PROVIDE THE
FOLLOWING INFORMATION:
a) SOURCES OF QUARRYMATERIAL
b) N.A.T.A. APPROVED TEST RESULTS FOR THE F.C.R. THAT IS TO BE USED.
c) IF THE SOURCE THE QUARRY MATERIAL IS CHANGED DURING THE COURSE
OF THE WORKS, THEN NEW TEST RESULTS SHALL BE PROVIDED.
3. ALL DIMENSIONS ARE IN METERS UNLESS NOTED OTHERWISE
4. ALL LEVELS ARE TO BE AUSTRALIAN HEIGHT DATUM (AHD)
12. WHERE CONCRETE PAVING CROSSES SERVICE TRENCHES, SEWERAGE AND DRAINAGE,
TRENCHES SHALL BE BACKFILL WITH COMPACTED FINE CRUSH ROCK.
13. ALL CROSSOVERS MUST BE 0.75m FROM THE DRAINAGE PITS AND PRAM CROSSINGS.
IN ADDITION, THE PRAM CROSSING MUST BE 2m FROM THE DRAINAGE PITS.
16. ALL DRAINS BEHIND KERB AND CHANNEL SHALL BE BACKFILLED TO MATCH PAVEMENT
SUBGRADE LEVEL WITH 20mm CLASS 2 F.C.R. COMPACTED TO 95% OF THE MAXIMUM
DRY DENSITY VALUE DETERMINED BY THE MODIFIED COMPACTION TEST IN ACCORDANCE
WITH A.S. 1289.5.2.1-2003. EXCEPT WHERE DRAINS UP TO AND INCLUDING 450mm DIA.
PIPES ARE LOCATED BEHIND KERB, THESE TRENCHES ARE TO BE BACKFILLED WITH
SCREENINGS IN LIEU OF AG'S.
15. AGRICULTURAL PIPE DRAINS 100mm PVC CLASS 4 TO BE PLACED BEHIND ALL KERB
38. THE CONTRACTOR IS TO ORGANISE AND PAY FOR TESTING OF PAVEMENT BASE
COURSE MATERIAL AND FINAL LAYER OF CRUSHED ROCK. A COPY OF RESULTS IS
TO BE FORWARDED TO THE DIRECTOR OF ENGINEERING OR HIS REPRESENTATIVE.
THE RESULTS MUST MEET THE REQUIREMENTS OF THE CITY OF WHITTLESEA
SPECIFICATION BEFORE ANY FURTHER WORKS ARE REQUIRED.
39. THE CONTRACTOR MUST COMPLETE A LEVEL CHECK BETWEEN ALL TBM'S TO VERIFY
LEVEL VALUES BEFORE COMMENCEMENT OF WORKS. ALL TBM,s AND CONTROL POINTS
ARE TO BE MAINTAINED AND PROTECTED AT ALL TIMES DURING CONSTRUCTION.
SHOULD ANY MARKS BE DISTURBED, THE CONTRACTOR WILL IMMEDIATELY NOTIFY THE
DEVELOPER'S CONSULTANT TO ARRANGE RE-INSTATEMENT AT THE CONTRACTORS EXPENSE.
MUST BE CONSTRUCTED WITH A 50mm UNDERLAYER OF 20mm COMPACTED CLASS 3 FCR IN
37. ALL 125mm THICK FOOTPATH CONCRETE PAVING TO BE REINFORCED WITH SL72 MESH AND
36. PAVEMENT DEPTH MAY BE MODIFIED AS DIRECTED BY THE ENGINEER.
ACCORDANCE WITH EDCM STANDARD DRAWING 401.
40. PRIOR TO COMMENCEMENT OF WORKS, THE CONTRACTOR MUST SUBMIT A SMP TO THE
DEVELOPER'S CONSULTANT FOR APPROVAL. THE CONTRACTOR MUST COMPLY WITH THE
RECOMMENDATIONS OF THE ENVIRONMENT PROTECTION AUTHORITY PUBLICATION No.275
"CONSTRUCTION TECHNIQUES FOR SEDIMENT POLLUTION CONTROL" AND MW SITE
ENVIRONMENTAL MANAGEMENT POLICY 3.8.2. APPROPRIATE SILTATION CONTROL IS TO BE
MAINTAINED THROUGHOUT THE CONSTRUCTION AND MAINTENANCE PERIOD OF THE WORKS.
KERB TYPE AS SPECIFIED
PAVEMENT DETAILS
SCREENINGS
EMBEDDED IN 20mm NOM. SIZE
100mm CLASS 400 SLOTTED PVC
MI
N
150
COMPACTED TO 95% SDDR
ORDINARY BACKFILL
100mm TOPSOIL
MI
N
N.T.S
KERB TYPE AS SPECIFIED
PAVEMENT DETAILS
SCREENINGS
EMBEDDED IN 20mm NOM. SIZE
100mm CLASS 400 SLOTTED PVC
MI
N
150
COMPACTED TO 95% SDDR
ORDINARY BACKFILL
100mm TOPSOIL
MI
N200
KERB TYPE AS SPECIFIED
PAVEMENT DETAILS
SCREENINGS
EMBEDDED IN 20mm NOM. SIZE
100mm CLASS 400 SLOTTED PVC
MI
N
150
COMPACTED TO 95% SDDR
ORDINARY BACKFILL
100mm TOPSOIL
MI
N
0.80 LIGHTING COLUMN
EXISTING SURFACE1 IN 50
TI
TL
E
BD
RY
1 IN 30
GAS
1.80
2.25
2.70
3.20
1 IN 341 IN 50
1 IN 30
DRAINAGE PITDRAINAGE PIT
CONNECTOR ROAD
1 IN 6
1 IN 30 1 IN 34
25.0m ROAD RESERVE
TELECOMMUNICATIONS
NON-DRINKING WATER
DRINKING WATER
NORTH STREET
1 IN 50
TI
TL
E
BD
RY
TELECOMMUNICATIONS
ELECTRICITY
1.85
2.60
PARKING
BAY
PARKING
BAY
CARRIAGEWAYCARRIAGEWAY
LANE
BICYCLE
600
B2
600
B2
1 IN 6
LOCAL ACCESS STREET - LEVEL 1
16.0m ROAD RESERVE
DRAINAGE PIT
0.80 LIGHTING COLUMN
EXISTING SURFACE1 IN 50 1 IN 50
1 IN 6
1 IN 6
TELECOMMUNICATIONS
ELECTRICITY
TI
TL
E
BD
RY
TI
TL
E
BD
RY
1 IN 30 1 IN 30
GAS
TELECOMMUNICATIONS 1.85
2.60
1.80
2.25
2.70
3.20
0.051.502.500.606.400.602.801.500.05
4.057.604.35
16.00
7.30
NON-DRINKING WATER
DRINKING WATER
1 IN 341 IN 34
CARRIAGEWAY
600
B2
600
B2
YORK PARADE & LAVELLE PLACE
35. PAVEMENT TO CONSIST OF: NORTH STREET
NORTH STREET
PAVEMENT TO CONSIST OF: YORK PARADE
YORK PARADE
LAVELLE PLACE
41. ALL FOOTPATHS IN ROADS TO BE OFFSET 50mm FROM PROPERTY BOUNDARY.
FOOTPATHS CONSTRUCTED ABOVE EXISTING LEVEL TO BE CONSTRUCTED ON
APPROVED FILL (TO AS-3798) OF F.C.R. INTO NATURAL GROUND.
42. REFER TO LANDSCAPE ARCHITECT PLANS FOR DETAILS OF VEHICLE EXCLUSION FENCING
AROUND PERIMETER OF WORKS.
43. PRIOR TO COMMENCEMENT OF WORKS A RINGLOCK WIRE MESH FENCE, APPROX 1.8m HIGH,
SHALL BE ERECTED AROUND TREES NOTED "TO BE RETAINED". CORNER POSTS TO BE
TREATED PINE WITH TREATED PINE STAYS. INTERMEDIATE POSTS TO BE STAR PICKETS
AT 3m INTERVALS,EVERY THIRD POST TO BE TREATED PINE, NO CONCRETE IS TO BE
USED TO SECURE POSTS. NO EXCAVATION SHALL BE CARRIED OUT WITHIN 5.0m OF
ANY TREE UNTIL APPROVAL IS GIVEN BY THE ENGINEER.
44. ALL FENCES ADJOINING ALL RESERVES (OTHER THAN ROAD RESERVES) ARE TO BE
45. EXISTING DAM OR WATERCOURSES TO BE EXCAVATED TO A FIRM BASE AND
BACKFILLED AS SPECIFIED. DEVELOPER'S CONSULTANT TO BE NOTIFIED WHEN THE DAM
OR WATERCOURSES ARE EXCAVATED TO A FIRM BASE. NO FILLING IS TO BE PLACED
PRIOR TO DAMS BEING INSPECTED AND LEVELS TAKEN. BACKFILLING IS TO BE
CARRIED OUT TO THE SATISFACTION OF THE COUNCIL SUPERVISING ENGINEER.
46. TACTILE GROUND SURFACE INDICATORS (TGSI) ARE TO BE INSTALLED WHERE
47. THE CONTRACTOR MUST ARRANGE THE REQUISITE INSPECTIONS OF THE WORKS
WITH THE CHIEF EXECUTIVE OFFICER/OR THEIR REPRESENTATIVE AS PER THE HOLD
POINTS IN THE WHITTLESEA CITY COUNCIL SPECIFICATIONS.
48. THE CONTRACTOR IS TO OBTAIN A BUILDING PERMIT FOR ANY STRUCTURE / FENCES
AND OR ANY RETAINING WALLS 600mm IN HEIGHT.
49. ANY INFRASTRUCTURE DAMAGE DURING THE DEFECTS LIABILITY PERIOD IS THE
TO THE SATISFACTION OF THE CHEIF EXECUTIVE OFFICER / OR THEIR REPRESENTATIVE.
RESPONSIBILITY OF THE DEVELOPER OR HIS REPRESENTATIVE AND IS TO BE REINSTATED
50. AT THE COMPLETION OF ALL WORKS, ALL RUBBISH, DEBRIS AND SURPLUS SPOIL SHALL
BE REMOVED AND THE SITE SHALL BE CLEARED TO THE SATISFACTION OF THE
CHEIF EXECUTIVE OFFICER / OR THEIR REPRESENTATIVE.
51. ALL FIRE HYDRANTS ARE TO BE MARKED IN ACCORDANCE WITH "IDENTIFICATION OF STREET
HYDRANTS FOR FIRE-FIGHTING PURPOSES" PUBLICATION (DEVELOPED BY C.F.A., M.F.E.S.B.
& N.R.E.). MARKINGS TO BE VIA BLUE PAVEMENT MARKER AND A (RED TOPPED) WHITE POST.
ERECTED BY THE DEVELOPER (OR OWNER) AT NO COST TO COUNCIL AND SHALL BE
CONSTRUCTED PRIOR TO STATEMENT OF COMPLIANCE IN ACCORDANCE WITH
CONDITION 43 OF THE PERMIT.
SHOWN IN ACCORDANCE WITH AS1428 AND SD320.
a) 200mm CONCRETE PAVEMENT REINFORCED SL82 32MPa
b) 150mm SUBBASE CLASS 3 CRUSHED ROCK
TOTAL PAVEMENT DEPTH 350mm.
PAVEMENT DETAILS
N.T.S
PAVEMENT TO CONSIST OF: ETHAN LANE
ETHAN LANE
KERB TYPE AS SPECIFIED
600
300
150
300 MAX.
ALL NATURESTRIPS, FROM BACK OF KERB
TO EXISTING EDGE OF PATH OR PROPERTY
BOUNDARY ARE TO BE FILL TO A CLEAN,
TIDY CONDITION, TOP DRESSED (100mm
LOAMY TOP SOIL FREE OF CLUMPS, SODS
AND CLAY LUMPS) AND HYDROSEEDED.
TYPE B FILL AS SPECIFIED
SCREENINGS
EMBEDDED IN 20mm NOM. SIZE
PVC AGRICULTURAL PIPE
100mm CLASS 400 PERFORATED
WITH GAA STD DRG FIG-020
ALL AG DRAINS SHALL BE IN ACCORDANCE
PAVEMENT COMPOSITIONNOT TO SCALE
30. ALL DRIVEWAYS TO BE OFFSET 0.75m FROM SIDE BOUNDARY OR EASEMENT UNLESS
OTHERWISE SHOWN. REFER EDCM STD. DWG 501 FOR DETAILS.
2.30
1.85
ELECTRICITY
GAS
NON-DRINKING WATER
WATER
TELECOMMUNICATIONS
2.75
3.25
3.75
25.02.19
2 E
B 05.04.18 SERVICES IN CROSS SECTION OF CANNING WALK
C 18.01.19
NOTE 35 AMENDED
D CROSS SECTION ETHAN LANE UPDATED
E 07.03.19 PAVEMENT COMPOSITION UPDATED FOR
YORK PARADE AND LAVELLE PLACE
ROCK AREAS, TO BE 150mm MINIMUM DEPTH OF COMPACTED CLASS 3 FCR" OR APPROVED EQUIVALENT MATERIAL.
d) SAMI SEAL WITH CLASS SI8RF BINDER AND BITUMINUS PRIME
b) GLASGRID GG8511TF PLACED AS PER MANUFACTURERS SPECIFICATIONS
c) 20mm COMPACTED DEPTH SIZE 7 TYPE N ASHPHALT WITH A C170 BINDER
a) 40mm COMPACTED DEPTH SIZE 14 TYPE N ASHPHALT WITH A C170 BINDER
f) 160mm COMPACTED DEPTH OF 20mm NOMINAL SIZE CLASS 3 CEMENT MODIFIED CR, COMPACTED TO AT LEAST 98%
YOUNG'S MODULUS OF 500MPa AND A MAXIMUM YOUNG'S MODULUS OF 1500MPa.
ROCK AREAS, TO BE 150mm MINIMUM DEPTH OF COMPACTED CLASS 3 FCR" OR APPROVED EQUIVALENT MATERIAL.
d) SAMI SEAL WITH CLASS SI8RF BINDER AND BITUMINUS PRIME
b) GLASGRID GG8511TF PLACED AS PER MANUFACTURERS SPECIFICATIONS
c) 20mm COMPACTED DEPTH SIZE 7 TYPE N ASHPHALT WITH A C170 BINDER
a) 40mm COMPACTED DEPTH SIZE 14 TYPE N ASHPHALT WITH A C170 BINDER
f) 110mm COMPACTED DEPTH OF 20mm NOMINAL SIZE CLASS 3 CEMENT MODIFIED CR, COMPACTED TO AT LEAST 98%
YOUNG'S MODULUS OF 500MPa AND A MAXIMUM YOUNG'S MODULUS OF 1500MPa.
PAVEMENT TO CONSIST OF: LAVELLE PLACE
E
AHD
-
OF
-
BPD RATHDOWNE ESTATE
STAGE 3
WHITTLESEA
9365 3
388 C 10
SS
AS SHOWN 11
7/03/
2019
Pl
otte
d:
J:\H9365\Eng\Stage 3\E03_R02_NOTE_B.dgn
ISSUED FOR CONSTRUCTION
20.12.17A
OCT'17
RGW
MUNICIPALITY
REFERENCE
SHEETDATEDATUMSCALE
MELWAY REF.
SURVEY
DESIGN
DRAWN
CHECKEDREMARKSDATE
AM
EN
DM
EN
TS
VER.
7/03/
2019
Pl
otte
d:
J:\H9365\Eng\Stage 3\E03_R02_NOTE_B.dgn
1/19 cato street
hawthorn east, 3123
telephone 8823 2300land surveyors civil engineers
fax no. 8823 2310
8.00
4.00 4.00
3
B 13.04.18 CROSS SECTIONS AMENDED
4 2 0 4 8 16
LENGTHS ARE IN METRES
SCALE 1 : 200
SCALE 1:200
INTERSECTION DETAILS
Radius
CURVE SETOUT DIAGRAM
Chord
Mid
Ord
Qtr
Ord
Qtr
Ord
VERTICAL 1:20
SCALE: HORIZONTAL 1:200
LIP OF KERB PROFILES
INTERSECTION YORK PARADE AND LAVELLE PLACE
I.P. 19
1.723
I.P. 19
1.829
-0.50 % 0.50 % 1.57 % 0.71 % 0.71 %
6.75m V.C. 6.75m V.C.
-5.000
191.731
0.000
191.706
A1
3.377
191.732
6.754
191.776
10.132
191.822
13.509
191.853
A2
18.509
191.888
CHAINAGE
DESIGN LIP
DATUM 191
LIP LINE A
I.P. 19
1.730
0.71 % 0.50 % -0.50 % 0.50 %
-5.000
191.651
0.000
191.687
B18.735
191.730
13.509
191.706
B2
18.509
191.731
CHAINAGE
DESIGN LIP
DATUM 191
LIP LINE B
A 1 2 -8.600 12.162 2.519 1.963 191.776
Curve no Radius Chord Mid Ord Qtr Ord Mid Ord RL
A 5 322441.080 5836974.518 191.819 A 4 322443.113 5836976.845 191.776 A 3 322445.838 5836978.303 191.735
A 2 322439.922 5836971.088 191.853 A 1 322449.440 5836978.660 191.706
Point no Easting Northing RL
Alignment A
B 1 2 -8.600 12.162 2.519 1.963 191.720
Curve no Radius Chord Mid Ord Qtr Ord Mid Ord RL
B 5 322446.735 5836986.176 191.725 B 4 322444.407 5836988.209 191.720 B 3 322442.949 5836990.935 191.705
B 2 322450.164 5836985.019 191.706 B 1 322442.592 5836994.537 191.687
Point no Easting Northing RL
Alignment B
2.95%DESIGN GRADELINE
VC LENGTH
0.00
190.07
189.78
190.00
17.93
190.31
190.4
419
0.4
419
0.31
190.4
419
0.4
419
0.20
20.00
190.36
190.50
190.50
190.37
190.50
190.50
190.25
25.4
319
0.4
519
0.66
190.66
190.53
190.66
190.66
190.36
32.93
190.61
190.89
190.89
190.75
190.89
190.89
190.53
40.00
190.83
191.09
191.09
190.96
191.09
191.09
190.74
40.4
319
0.84
191.11
191.11
190.97
191.11
191.11
190.75
47.93
191.13
191.33
191.33
191.19
191.33
191.33
191.04
55.4
319
1.15
191.55
191.55
191.42
191.55
191.55
191.06
60.00
191.15
191.68
191.68
191.55
191.68
191.68
191.10
65.75
191.22
191.72
CHAINAGE CENTRE LINE
ES RIGHT TITLE BDY
FS RIGHT TITLE BDY
RIGHT LIP OF KERB
DESIGN CL
LEFT LIP OF KERB
FS LEFT TITLE BDY
ES LEFT TITLE BDY
DATUM 186
VERTICAL 1:50
SCALE HORIZONTAL 1:100
CROSS SECTIONS
CRUSHED ROCK BACKFILL
00
00
1
0.5
2
1
1:100
1:50
2
1
4
2
8
4
LONGITUDINAL SECTION
SCALE HORIZONTAL 1:500
VERTICAL 1:50
00
00
5
0.5
10
1
1:500
1:50
10
1
20
2
40
4
ETHAN LANE
INTERSECTION DETAILS & ETHAN LANE
25.43
1 in 30 1 in 30
-5.96
190.34
190.34
-4.00
190.36
190.66
0.00
190.4
319
0.53
4.00
190.4
519
0.66
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL189.0
62.00
1 in 30 1 in 30
-7.80
191.11
191.11
-4.00
191.13
191.74
0.00
191.15
191.61
4.00
191.18
191.74
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL190.0
1 in 30 1 in 30
-6.32
190.72
190.72
-4.00
190.75
191.11
0.00
190.81
190.97
4.00
190.84
191.11
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL189.0
DESIGN CL
LIP OF KERB
EXISTING SURFACE
RIGHT TITLE BOUNDARY
LEFT TITLE BOUNDARY
EXISTING SURFACE
EXISTING SURFACE
CENTRELINE
TRUE LEFT & RIGHT ARE IN
THE DIRECTION OF THE
INCREASING CHAINAGE.
BO
UN
DA
RY
TIT
LE
NO
RT
HER
N
BO
UN
DA
RY
TIT
LE
SO
UT
HER
N
BO
UN
DA
RY
TIT
LE
NO
RT
HER
N
BO
UN
DA
RY
TIT
LE
SO
UT
HER
N
BO
UN
DA
RY
TIT
LE
NO
RT
HER
N
BO
UN
DA
RY
TIT
LE
SO
UT
HER
N
40.42
62.00
191.61
191.74
191.74
191.74
191.74
191.13
191.18
1 in -6
1 in -6
1 in -6
1 in 150
1 in 150
1 in 150
B1
B2
B3
B4
B5
A1
A2
A3
A4
A5
TPCh151.60
TPCh11.80
R8.6
R8.6
192.154.24
192.16
13
33
303
LAVELLEP
AR
AD
EY
OR
KK
&C-600 B2
K&C-600 B2
Ch139.25
192.19
FS192.17
TPCh175.20
192.
01
4.24
192.
04
19
330
13
14
332
333
28
Ch174.15
191.97FS191.92
12.5
0
Ch161.65
28FS192.01
192.04
12.5
0
334
Ch149.15
28
335
Ch136.65
192.05FS192.09
12.5
0
192.11
FS192.18
22
750m
m
16
15
750mm
300mm 14
21
525mm
600m
m
H
PLACE
750m
m
FS19
1.95
FS19
1.94
FS191.95
FS192.07
K&C-600 B2
K&C-600 B2
192
192
192
192192
E
AHD
-
OF
-
BPD RATHDOWNE ESTATE
STAGE 3
WHITTLESEA
9365 3
388 C 10
SS
AS SHOWN 11
13/
04/
20
18
Pl
otte
d:
J:\H9365\Eng\Stage 3\E03_R03_INT.dgn
ISSUED FOR CONSTRUCTION
20.12.17A
OCT'17 B
RGW
MUNICIPALITY
REFERENCE
SHEETDATEDATUMSCALE
MELWAY REF.
SURVEY
DESIGN
DRAWN
CHECKEDREMARKSDATE
AM
EN
DM
EN
TS
VER.
13/
04/
20
18
Pl
otte
d:
J:\H9365\Eng\Stage 3\E03_R03_INT.dgn
1/19 cato street
hawthorn east, 3123
telephone 8823 2300land surveyors civil engineers
fax no. 8823 2310
1.500.05
25.00
3.00 1.500.60 0.053.00 0.60 10.700.853.15
4
I.P. 19
1.10
0
I.P. 19
0.200
I.P. 18
9.946
-2.60% -0.50% -0.50% 0.50%DESIGN GRADELINE
50.00VCVC LENGTH
250.00
193.63
193.59
193.35
193.53
193.35
193.69
193.10
250.4
319
3.62
193.52
193.34
193.68
193.09
253.67
193.55
193.4
419
3.26
193.59
193.03
260.00
193.33
193.27
193.09
193.4
319
2.92
275.66
193.02
192.86
192.69
193.02
192.4
5
278.90
192.88
192.84
192.60
192.78
192.60
192.94
192.35
280.00
192.84
192.81
192.57
192.75
192.57
192.91
192.32
294.16
192.4
719
2.4
519
2.21
192.38
192.21
192.54
191.87
300.00
192.32
192.30
192.05
192.23
192.05
192.39
191.65
307.25
192.04
192.04
191.87
192.20
191.42
307.51
192.03
192.04
191.86
192.19
191.42
318.63
191.81
191.81
191.57
191.75
191.57
191.91
191.29
320.00
191.79
191.78
191.54
191.71
191.54
191.87
191.27
322.4
519
1.75
191.72
191.47
191.65
191.47
191.81
191.24
322.94
191.75
191.70
191.46
191.64
191.46
191.80
191.23
329.79
191.65
191.55
191.31
191.49
191.31
191.64
191.16
338.19
191.53
191.38
191.14
191.32
191.14
191.48
191.11
340.00
191.50
191.35
191.11
191.29
191.11
191.45
191.10
342.52
191.47
191.31
191.07
191.25
191.07
191.40
191.09
343.63
191.45
191.29
191.05
191.23
191.05
191.39
191.09
347.26
191.44
191.24
191.00
191.18
191.00
191.33
191.08
351.37
191.45
191.19
190.95
191.12
190.95
191.28
191.05
354.53
191.46
191.15
190.91
191.09
190.91
191.24
191.03
360.00
191.46
191.10
190.86
191.03
190.86
191.19
190.98
367.37
191.40
191.04
190.80
190.98
190.80
191.14
190.93
368.63
191.39
191.04
190.80
190.97
190.80
191.13
190.93
370.53
191.38
191.03
190.79
190.97
190.79
191.12
190.93
380.00
191.36
190.98
190.74
190.92
190.74
191.07
190.80
383.37
191.36
190.96
190.72
190.90
190.72
191.06
190.75
386.53
191.35
190.95
190.71
190.88
190.71
191.04
190.71
399.37
191.28
190.88
190.64
190.82
190.64
190.98
190.66
400.00
191.27
190.88
190.64
190.82
190.64
190.97
190.66
400.53
191.27
190.88
190.64
190.81
190.64
190.97
190.66
415.37
191.18
190.80
190.56
190.74
190.56
190.90
190.68
416.53
191.17
190.80
190.56
190.73
190.56
190.89
190.68
420.00
191.15
190.78
190.54
190.72
190.54
190.87
190.67
429.37
191.06
190.73
190.4
919
0.67
190.4
919
0.83
190.68
430.53
191.05
190.73
190.4
919
0.66
190.4
919
0.82
190.69
438.77
191.02
190.69
190.4
419
0.62
190.4
419
0.78
190.72
440.00
191.01
190.68
190.4
419
0.62
190.4
419
0.77
190.72
442.12
191.01
190.67
190.4
319
0.61
190.4
319
0.76
190.72
444.00
191.00
190.66
190.4
219
0.60
190.4
219
0.75
190.71
457.31
190.95
190.59
190.35
190.53
190.35
190.69
190.65
458.56
190.94
190.34
190.52
190.34
190.68
190.64
460.00
190.93
190.58
190.34
190.52
190.34
190.67
190.64
470.87
190.88
190.52
190.28
190.4
619
0.28
190.62
190.61
472.71
190.87
190.52
190.27
190.4
519
0.27
190.61
190.60
480.00
190.86
190.4
819
0.24
190.4
219
0.24
190.57
190.59
496.18
190.84
190.4
019
0.16
190.33
190.16
190.4
9
500.00
190.84
190.38
190.14
190.32
190.14
190.4
7
514.97
190.65
190.30
190.06
190.24
190.06
190.4
019
0.65
517.83
190.61
190.29
190.05
190.23
190.05
190.38
190.52
520.00
190.59
190.28
190.04
190.22
190.04
190.37
190.4
6
523.00
190.57
190.26
190.02
190.20
190.02
190.36
190.4
2
540.00
190.61
190.18
189.94
190.12
189.94
190.27
190.36
544.73
190.58
190.15
189.91
190.09
189.91
190.25
190.38
549.89
190.54
190.13
189.89
190.07
189.89
190.22
190.38
560.00
190.51
190.08
189.84
190.02
189.84
190.17
190.37
573.4
919
0.51
190.01
189.77
189.95
189.77
190.10
190.4
0
573.89
190.51
190.01
189.77
189.95
189.77
190.10
190.4
0
578.96
190.52
190.03
189.79
189.97
189.79
190.13
190.4
1
580.00
190.53
190.04
189.80
189.98
189.80
190.13
190.4
1
600.00
190.50
190.14
189.90
190.08
189.90
190.23
190.4
3
CHAINAGE CENTRE LINE
ES RIGHT TITLE BDY
FS RIGHT TITLE BDY
RIGHT LIP OF KERB
DESIGN CL
LEFT LIP OF KERB
FS LEFT TITLE BDY
ES LEFT TITLE BDY
DATUM 188
LONGITUDINAL SECTION
SCALE HORIZONTAL 1:500
VERTICAL 1:50
00
00
5
0.5
10
1
1:500
1:50
10
1
20
2
40
4
NORTH STREET
VERTICAL 1:50
SCALE HORIZONTAL 1:100
CROSS SECTIONS
00
00
1
0.5
2
1
1:100
1:50
2
1
4
2
8
4
CRUSHED ROCK BACKFILL
NORTH STREET
338.19
1 in -6
1 in 50 1 in 30 1 in 501 in -30 1 in -30 1 in 30
1 in 50
-16.86
191.08
191.08
-14.50
191.11
191.48
-14.4
519
1.11
191.48
-12.95
191.13
191.45
-9.80
191.17
191.34
-6.80
191.24
191.28
-5.95
191.25
191.25
-5.84
191.25
191.25
-5.80
191.25
191.10
-5.35
191.26
191.14
0.00
191.34
191.32
5.35
191.44
191.14
5.80
191.44
191.10
5.84
191.44
191.25
5.95
191.45
191.25
8.95
191.50
191.35
10.4
519
1.53
191.38
10.50
191.53
191.38
11.4
719
1.55
191.55
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL190.0
307.25
1 in -6
1 in 50 1 in 30 1 in 501 in -30 1 in -30 1 in 30
1 in 50
-19.79
191.32
191.32
-14.50
191.41
192.20
-14.4
519
1.41
192.20
-12.95
191.44
192.17
-9.80
191.54
192.06
-6.80
191.63
192.00
-5.95
191.66
191.98
-5.84
191.66
191.98
-5.80
191.66
191.83
-5.35
191.67
191.87
0.00
191.83
192.04
5.35
191.98
191.87
5.80
191.98
191.83
5.84
191.98
191.98
5.95
191.99
191.98
8.95
192.02
192.08
10.4
519
2.04
192.11
10.50
192.04
192.11
10.86
192.05
192.05
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL190.0
OF
STAGE 3
W
OR
KS
LI
MI
T
FUTURE STAGE 8
TRUE LEFT & RIGHT ARE IN
THE DIRECTION OF THE
INCREASING CHAINAGE.
OF
STAGE 3
W
OR
KS
LI
MI
T
PROPOSED STAGE 2
DESIGN CL
LIP OF KERB
EXISTING SURFACE
RIGHT TITLE BOUNDARY
LEFT TITLE BOUNDARY
EXISTING SURFACEEXISTING SURFACE
CENTRELINE
TP
CH
TP
CH
BO
UN
DA
RY
TIT
LE
WESTER
N
BO
UN
DA
RY
TIT
LE
EA
STER
N
BO
UN
DA
RY
TIT
LE
WESTER
N
BO
UN
DA
RY
TIT
LE
EA
STER
N
191.87
191.86
192.11
192.10
190.64
E
AHD
-
OF
-
BPD RATHDOWNE ESTATE
STAGE 3
WHITTLESEA
9365 3
388 C 10
SS
AS SHOWN 11
13/
04/
20
18
Pl
otte
d:
J:\H9365\Eng\Stage 3\E03_R04_NSLSXS.dgn
ISSUED FOR CONSTRUCTION
20.12.17A
OCT'17 B
RGW
MUNICIPALITY
REFERENCE
SHEETDATEDATUMSCALE
MELWAY REF.
SURVEY
DESIGN
DRAWN
CHECKEDREMARKSDATE
AM
EN
DM
EN
TS
VER.
13/
04/
20
18
Pl
otte
d:
J:\H9365\Eng\Stage 3\E03_R04_NSLSXS.dgn
1/19 cato street
hawthorn east, 3123
telephone 8823 2300land surveyors civil engineers
fax no. 8823 2310
1.500.05
25.00
3.00 1.500.60 0.053.00 0.60 10.700.853.15
NORTH STREET
VERTICAL 1:50
SCALE HORIZONTAL 1:100
CROSS SECTIONS
00
00
1
0.5
2
1
1:100
1:50
2
1
4
2
8
4
CRUSHED ROCK BACKFILL
NORTH STREET
351.37
1 in 50 1 in 30 1 in 501 in -30 1 in -30 1 in 30
1 in 501 in 6
-15.88
191.05
191.05
-14.50
191.05
191.28
-14.4
519
1.05
191.28
-12.95
191.06
191.25
-9.80
191.08
191.14
-6.80
191.12
191.08
-5.95
191.14
191.06
-5.84
191.14
191.06
-5.80
191.14
190.91
-5.35
191.15
190.95
0.00
191.23
191.12
5.35
191.33
190.95
5.80
191.34
190.91
5.84
191.34
191.06
5.95
191.34
191.06
8.95
191.42
191.16
10.4
519
1.45
191.19
10.50
191.45
191.19
12.30
191.49
191.49
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL189.0
370.53
1 in 50 1 in 30 1 in 501 in -30 1 in -30 1 in 30
1 in 501 in 6
-15.91
190.89
190.89
-14.50
190.92
191.12
-14.4
519
0.93
191.12
-12.95
190.97
191.09
-9.80
191.05
190.99
-6.80
191.10
190.93
-5.95
191.11
190.90
-5.84
191.11
190.90
-5.80
191.11
190.75
-5.35
191.12
190.79
0.00
191.19
190.97
5.35
191.30
190.79
5.80
191.31
190.75
5.84
191.31
190.90
5.95
191.31
190.90
8.95
191.35
191.00
10.4
519
1.38
191.03
10.50
191.38
191.03
12.79
191.41
191.41
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL189.0
399.37
1 in 50 1 in 30 1 in 501 in -30 1 in -30 1 in 30
1 in 501 in 6
-16.69
190.61
190.61
-14.50
190.66
190.98
-14.4
519
0.66
190.98
-12.95
190.69
190.95
-9.80
190.77
190.84
-6.80
190.85
190.78
-5.95
190.87
190.75
-5.84
190.87
190.75
-5.80
190.87
190.60
-5.35
190.89
190.64
0.00
191.02
190.82
5.35
191.20
190.64
5.80
191.22
190.60
5.84
191.22
190.75
5.95
191.22
190.75
8.95
191.28
190.85
10.4
519
1.28
190.88
10.50
191.28
190.88
12.87
191.28
191.28
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL189.0
415.37
1 in 50 1 in 30 1 in 501 in -30 1 in -30 1 in 30
1 in 501 in 6
-16.00
190.65
190.65
-14.50
190.68
190.90
-14.4
519
0.68
190.90
-12.95
190.71
190.87
-9.80
190.76
190.76
-6.80
190.77
190.70
-5.95
190.78
190.67
-5.84
190.78
190.67
-5.80
190.78
190.52
-5.35
190.78
190.56
0.00
190.84
190.74
5.35
191.01
190.56
5.80
191.02
190.52
5.84
191.02
190.67
5.95
191.03
190.67
8.95
191.11
190.77
10.4
519
1.17
190.80
10.50
191.17
190.80
12.96
191.21
191.21
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL189.0
438.77
1 in 50 1 in 30 1 in 501 in -30 1 in -30 1 in 30
1 in 501 in 6
-14.89
190.71
190.71
-14.50
190.72
190.78
-14.4
519
0.72
190.78
-12.95
190.74
190.75
-9.80
190.78
190.64
-6.80
190.79
190.58
-5.95
190.79
190.55
-5.84
190.79
190.55
-5.80
190.79
190.4
0
-5.35
190.79
190.4
4
0.00
190.83
190.62
5.35
190.91
190.4
4
5.80
190.93
190.4
0
5.84
190.93
190.55
5.95
190.93
190.55
8.95
190.99
190.65
10.4
519
1.02
190.68
10.50
191.02
190.69
12.74
191.06
191.06
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL189.0
458.56
1 in 50 1 in 30 1 in 501 in -30 1 in -30
1 in 501 in 6
-14.73
190.64
190.64
-14.50
190.64
190.68
-14.4
519
0.65
190.68
-12.95
190.66
190.65
-9.80
190.70
190.54
-6.80
190.74
190.4
8
-5.95
190.75
190.4
5
-5.84
190.75
190.4
5
-5.80
190.75
190.30
-5.35
190.76
190.34
0.00
190.85
190.52
5.35
190.91
190.34
5.80
190.91
190.30
5.84
190.91
190.4
5
5.95
190.91
190.4
5
8.95
190.94
10.4
519
0.94
10.50
190.94
12.90
190.99
190.99
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL189.0
5
B
OU
ND
AR
Y
TIT
LE
WESTER
N
BO
UN
DA
RY
TIT
LE
EA
STER
N
BO
UN
DA
RY
TIT
LE
EA
STER
N
BO
UN
DA
RY
TIT
LE
WESTER
N
BO
UN
DA
RY
TIT
LE
EA
STER
N
BO
UN
DA
RY
TIT
LE
WESTER
N
BO
UN
DA
RY
TIT
LE
EA
STER
N
BO
UN
DA
RY
TIT
LE
WESTER
N
BO
UN
DA
RY
TIT
LE
EA
STER
N
BO
UN
DA
RY
TIT
LE
WESTER
N
BO
UN
DA
RY
TIT
LE
EA
STER
N
BO
UN
DA
RY
TIT
LE
WESTER
N
1 in 20
190.60
190.63
190.64
1 in -6
1 in -6
E
AHD
-
OF
-
BPD RATHDOWNE ESTATE
STAGE 3
WHITTLESEA
9365 3
388 C 10
SS
AS SHOWN 11
13/
04/
20
18
Pl
otte
d:
J:\H9365\Eng\Stage 3\E03_R05_NSXS.dgn
ISSUED FOR CONSTRUCTION
20.12.17A
OCT'17 B
RGW
MUNICIPALITY
REFERENCE
SHEETDATEDATUMSCALE
MELWAY REF.
SURVEY
DESIGN
DRAWN
CHECKEDREMARKSDATE
AM
EN
DM
EN
TS
VER.
13/
04/
20
18
Pl
otte
d:
J:\H9365\Eng\Stage 3\E03_R05_NSXS.dgn
1/19 cato street
hawthorn east, 3123
telephone 8823 2300land surveyors civil engineers
fax no. 8823 2310
6.402.50 0.601.500.05
16.00
2.80 1.500.60 0.05
6.402.50 0.601.500.05
16.00
2.80 1.500.60 0.05
LONGITUDINAL SECTION
SCALE HORIZONTAL 1:500
VERTICAL 1:50
00
00
5
0.5
10
1
1:500
1:50
10
1
20
2
40
4
YORK PARADE
VERTICAL 1:50
SCALE HORIZONTAL 1:100
CROSS SECTIONS
00
00
1
0.5
2
1
1:100
1:50
2
1
4
2
8
4
CRUSHED ROCK BACKFILL
YORK PARADE
6
I.P. 19
2.900
I.P. 19
2.077
I.P. 19
1.600
I.P. 19
0.600
-1.98% -1.29% -0.71% -2.72% -1.18%DESIGN GRADELINE
20.00VC 20.00VCVC LENGTH
50.00
193.67
193.4
419
3.21
193.32
193.21
193.4
319
3.24
57.15
193.50
193.30
193.07
193.17
193.07
193.29
193.12
59.25
193.4
319
3.26
193.03
193.13
193.03
193.25
193.09
60.00
193.4
119
3.25
193.01
193.12
193.01
193.24
193.08
71.03
193.22
193.03
192.79
192.90
192.79
193.02
192.96
71.15
193.22
193.03
192.79
192.90
192.79
193.02
192.96
71.60
193.22
193.02
192.79
192.89
192.79
193.01
192.96
80.00
193.10
192.68
192.78
192.68
192.90
192.89
83.65
193.01
192.63
192.74
192.63
192.86
192.85
95.20
192.93
192.4
819
2.59
192.4
819
2.71
192.57
96.15
192.92
192.70
192.4
719
2.58
192.4
719
2.69
192.56
100.00
192.86
192.65
192.4
219
2.53
192.4
219
2.64
192.51
107.25
192.74
192.56
192.33
192.4
319
2.33
192.55
192.4
2
108.65
192.72
192.54
192.31
192.4
219
2.31
192.53
192.4
0
120.00
192.4
919
2.4
019
2.16
192.27
192.16
192.39
192.25
122.65
192.4
419
2.36
192.13
192.24
192.13
192.35
192.25
123.25
192.4
219
2.36
192.12
192.23
192.12
192.35
192.24
134.94
192.20
192.20
191.97
192.08
191.97
192.19
192.12
136.65
192.19
192.19
191.96
192.07
191.96
192.18
192.11
139.25
192.19
192.17
191.94
192.05
191.94
192.16
192.09
140.00
192.19
192.17
191.93
192.04
191.93
192.16
192.09
149.15
192.18
192.10
191.87
191.98
191.87
192.09
192.05
151.60
192.16
192.09
191.85
191.96
191.85
192.08
192.05
160.00
192.11
191.79
191.90
191.79
192.02
192.05
161.65
192.10
191.78
191.89
191.78
192.01
192.04
174.15
192.01
191.69
191.80
191.69
191.92
191.97
175.20
192.01
191.69
191.79
191.69
191.91
191.96
180.00
191.93
191.89
191.65
191.76
191.65
191.88
191.92
187.25
191.73
191.84
191.60
191.71
191.60
191.83
191.85
188.15
191.72
191.83
191.60
191.70
191.60
191.82
191.84
192.58
191.68
191.80
191.56
191.67
191.56
191.79
191.78
200.00
191.62
191.72
191.48
191.59
191.48
191.71
191.69
202.15
191.61
191.68
191.45
191.56
191.45
191.67
191.66
202.58
191.60
191.68
191.44
191.55
191.44
191.67
191.65
203.25
191.59
191.67
191.43
191.54
191.43
191.66
191.65
206.35
191.58
191.37
191.48
191.37
191.60
212.58
191.44
191.46
191.22
191.33
191.22
191.45
191.42
215.25
191.38
191.38
191.15
191.26
191.15
191.37
191.34
217.25
191.34
191.33
191.09
191.20
191.09
191.32
191.28
220.00
191.28
191.25
191.02
191.13
191.02
191.24
191.20
227.60
191.12
191.05
190.81
190.92
190.81
191.04
191.03
229.39
191.08
191.00
190.77
190.87
190.77
190.99
191.01
232.01
191.05
190.93
190.70
190.80
190.70
190.92
190.97
239.39
190.97
190.77
190.53
190.64
190.53
190.76
190.89
240.00
190.97
190.75
190.52
190.63
190.52
190.74
190.87
247.68
190.82
190.63
190.4
019
0.50
190.4
019
0.62
249.39
190.75
190.61
190.38
190.4
819
0.38
190.60
254.05
190.63
190.55
190.32
190.4
319
0.32
190.54
259.09
190.60
190.50
190.26
190.37
190.26
190.4
9
260.00
190.60
190.4
819
0.25
190.36
190.25
190.4
7
CHAINAGE CENTRE LINE
ES RIGHT TITLE BDY
FS RIGHT TITLE BDY
RIGHT LIP OF KERB
DESIGN CL
LEFT LIP OF KERB
FS LEFT TITLE BDY
ES LEFT TITLE BDY
108.65
1 in 50
1 in -30 1 in -301 in 50
-8.82
192.37
192.37
-7.85
192.4
0
-7.80
192.4
1
-6.30
192.4
5
-3.80
192.54
192.4
2
-3.69
192.54
192.4
2
-3.65
192.54
192.27
-3.20
192.56
192.31
0.00
192.64
192.4
2
3.20
192.69
192.31
3.65
192.69
192.27
3.69
192.69
192.4
2
3.80
192.69
192.4
2
6.60
192.71
8.10
192.72
8.15
192.72
9.27
192.73
192.73
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL191.0
BO
UN
DA
RY
TIT
LE
WESTER
N
BO
UN
DA
RY
TIT
LE
EA
STER
N
192.52
192.55
192.55
192.56
192.56
192.53
1 in 25 1 in 25
136.65
1 in 50 1 in 301 in -30 1 in -30
1 in 301 in 50
-8.33
192.10
192.10
-7.85
192.11
192.18
-7.80
192.11
192.18
-6.30
192.12
192.15
-3.80
192.14
192.07
-3.69
192.14
192.07
-3.65
192.14
191.92
-3.20
192.15
191.96
0.00
192.16
192.07
3.20
192.19
191.96
3.65
192.19
191.92
3.69
192.19
192.07
3.80
192.19
192.07
6.60
192.19
192.16
8.10
192.19
192.19
8.15
192.19
192.19
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL190.0
151.60
1 in 50 1 in 301 in -30 1 in -30
1 in 301 in 50
-8.01
192.05
192.05
-7.85
192.05
192.08
-7.80
192.05
192.08
-6.30
192.07
192.05
-3.80
192.09
191.96
-3.69
192.09
191.96
-3.65
192.09
191.81
-3.20
192.09
191.85
0.00
192.10
191.96
3.20
192.13
191.85
3.65
192.13
191.81
3.69
192.13
191.96
3.80
192.13
191.96
6.60
192.14
192.06
8.10
192.16
192.09
8.15
192.16
192.09
8.60
192.16
192.16
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL190.0
175.20
1 in 50 1 in 301 in -30 1 in -30
1 in 301 in 50
-8.13
191.96
191.96
-7.85
191.96
191.91
-7.80
191.96
191.91
-6.30
191.98
191.88
-3.80
191.99
191.80
-3.69
191.99
191.80
-3.65
191.99
191.65
-3.20
191.99
191.69
0.00
191.99
191.79
3.20
191.99
191.69
3.65
191.99
191.65
3.69
191.99
191.80
3.80
191.99
191.80
6.60
192.01
191.89
8.10
192.01
191.92
8.15
192.01
191.92
8.67
192.01
192.01
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL190.0
187.25
1 in 50 1 in 301 in -30 1 in -30
1 in 301 in 50
-7.99
191.85
191.85
-7.85
191.85
191.83
-7.80
191.85
191.82
-6.30
191.84
191.79
-3.80
191.84
191.71
-3.69
191.84
191.71
-3.65
191.84
191.56
-3.20
191.83
191.60
0.00
191.82
191.71
3.20
191.79
191.60
3.65
191.79
191.56
3.69
191.79
191.71
3.80
191.79
191.71
6.60
191.75
191.80
8.10
191.73
191.83
8.15
191.73
191.84
8.82
191.72
191.72
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL190.0
206.35
1 in 50
1 in -30 1 in -301 in 50
191.60
-7.80
191.60
-6.30
191.60
-3.80
191.58
191.48
-3.69
191.58
191.48
-3.65
191.58
191.33
-3.20
191.58
191.37
0.00
191.57
191.48
3.20
191.57
191.37
3.65
191.57
191.33
3.69
191.57
191.48
3.80
191.57
191.48
6.60
191.57
8.10
191.58
8.15
191.58
8.32
191.58
191.58
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL190.0
BO
UN
DA
RY
TIT
LE
WESTER
N
BO
UN
DA
RY
TIT
LE
EA
STER
N
BO
UN
DA
RY
TIT
LE
WESTER
N
BO
UN
DA
RY
TIT
LE
EA
STER
N
BO
UN
DA
RY
TIT
LE
WESTER
N
BO
UN
DA
RY
TIT
LE
EA
STER
N
BO
UN
DA
RY
TIT
LE
WESTER
N
BO
UN
DA
RY
TIT
LE
EA
STER
N
BO
UN
DA
RY
TIT
LE
WESTER
N
BO
UN
DA
RY
TIT
LE
EA
STER
N
OF
STAGE 3
W
OR
KS
LI
MI
T
FUTURE STAGE 8
OF
STAGE 3
W
OR
KS
LI
MI
T
PROPOSED STAGE 2
DESIGN CL
LIP OF KERB
LEFT TITLE BOUNDARY
EXISTING SURFACE
EXISTING SURFACE
CENTRELINE
RIGHT TITLE BOUNDARY
EXISTING SURFACE
TRUE LEFT & RIGHT ARE IN
THE DIRECTION OF THE
INCREASING CHAINAGE.
TP
CH
TP
CH
1 in 201 in 20
191.61
191.64
191.65
191.62
191.65
191.66
-7.85
191.65
191.66
E
AHD
-
OF
-
BPD RATHDOWNE ESTATE
STAGE 3
WHITTLESEA
9365 3
388 C 10
SS
SS
AS SHOWN 11
20-
Dec-
17
Pl
otte
d:
J:\H9365\Eng\Stage 3\E03_R06_YPLSXS.dgn
ISSUED FOR CONSTRUCTION
20.12.17A
OCT'17 A
MUNICIPALITY
REFERENCE
SHEETDATEDATUMSCALE
MELWAY REF.
SURVEY
DESIGN
DRAWN
CHECKEDREMARKSDATE
AM
EN
DM
EN
TS
VER.
20-
Dec-
17
Pl
otte
d:
J:\H9365\Eng\Stage 3\E03_R06_YPLSXS.dgn
1/19 cato street
hawthorn east, 3123
telephone 8823 2300
fax no. 8823 2310land surveyors civil engineers
1.50 2.50 0.60 6.40
16.00
2.800.60 1.50 0.050.05
LONGITUDINAL SECTION
SCALE HORIZONTAL 1:500
VERTICAL 1:5000
00
5
0.5
10
1
1:500
1:50
10
1
20
2
40
4
VERTICAL 1:50
SCALE HORIZONTAL 1:100
CROSS SECTIONS
00
00
1
0.5
2
1
1:100
1:50
2
1
4
2
8
4
CRUSHED ROCK BACKFILLLAVELLE PLACE
LAVELLE PLACE
I.P. 19
1.769
I.P. 19
2.632
I.P. 19
4.500
I.P. 19
4.740
-3.34% 0.50% 3.22% 0.84% 3.33%DESIGN GRADELINE
30.00VC 30.00VCVC LENGTH
0.00
191.88
3.20
191.77
11.80
192.16
191.94
191.71
191.81
191.71
191.93
192.04
20.00
192.20
191.98
191.75
191.85
191.75
191.97
191.97
30.15
192.18
192.03
191.80
191.90
191.80
192.02
191.82
40.00
192.01
192.08
191.85
191.95
191.85
192.07
191.67
44.15
191.98
192.10
191.87
191.97
191.87
192.09
191.65
46.15
191.97
192.11
191.88
191.98
191.88
192.10
191.65
58.15
191.89
192.17
191.94
192.04
191.94
192.16
191.59
60.00
191.89
192.18
191.95
192.05
191.95
192.17
191.59
60.15
191.88
192.18
191.95
192.05
191.95
192.17
191.59
70.65
191.84
192.23
192.00
192.11
192.00
192.22
191.64
72.65
191.83
192.24
192.01
192.12
192.01
192.23
191.65
80.00
191.84
192.28
192.05
192.15
192.05
192.27
191.63
83.15
191.85
192.30
192.06
192.17
192.06
192.29
191.62
85.15
191.86
192.31
192.07
192.18
192.07
192.30
191.62
95.65
191.90
192.36
192.12
192.23
192.12
192.35
191.64
100.00
191.91
192.38
192.15
192.25
192.15
192.37
191.66
101.15
191.92
192.39
192.15
192.26
192.15
192.38
191.67
109.65
191.98
192.4
319
2.19
192.30
192.19
192.4
219
1.72
115.15
192.03
192.4
619
2.22
192.33
192.22
192.4
519
1.75
120.00
192.07
192.4
819
2.25
192.35
192.25
192.4
719
1.79
122.15
192.09
192.4
919
2.26
192.36
192.26
192.4
819
1.80
129.15
192.15
192.53
192.29
192.4
019
2.29
192.52
191.85
134.65
192.19
192.55
192.32
192.4
319
2.32
192.54
191.89
140.00
192.23
192.58
192.35
192.4
519
2.35
192.57
191.97
141.65
192.24
192.59
192.35
192.4
619
2.35
192.58
192.00
148.65
192.30
192.62
192.39
192.50
192.39
192.61
192.10
154.15
192.33
192.65
192.4
219
2.52
192.4
219
2.64
192.16
160.00
192.38
192.68
192.4
519
2.55
192.4
519
2.67
192.23
160.90
192.37
192.68
192.4
519
2.56
192.4
519
2.67
192.23
162.65
192.37
192.69
192.4
619
2.57
192.4
619
2.68
192.23
168.15
192.35
192.74
192.51
192.62
192.51
192.73
192.24
175.15
192.35
192.85
192.61
192.72
192.61
192.84
192.24
175.90
192.36
192.86
192.63
192.73
192.63
192.85
192.25
180.00
192.4
619
2.95
192.71
192.82
192.71
192.94
192.28
182.15
192.54
193.00
192.76
192.87
192.76
192.99
192.30
187.65
192.72
193.14
192.91
193.01
192.91
193.13
192.4
0
190.90
192.89
193.24
193.01
193.11
193.01
193.23
192.4
5
194.65
193.12
193.36
193.13
193.23
193.13
193.35
192.4
6
200.00
193.4
219
3.53
193.30
193.4
119
3.30
193.52
192.50
200.15
193.4
319
3.54
193.31
193.4
119
3.31
193.53
192.50
207.15
193.85
193.76
193.53
193.64
193.53
193.75
192.67
212.65
194.24
193.94
193.71
193.81
193.71
193.93
192.95
219.00
194.53
194.15
193.91
194.02
193.91
194.14
193.34
220.00
194.58
194.18
193.94
194.05
193.94
194.17
193.4
1
222.50
194.66
194.25
194.02
194.13
194.02
194.24
193.60
226.52
194.73
194.36
194.13
194.24
194.13
194.35
194.00
234.00
194.88
194.54
194.30
194.4
119
4.30
194.53
194.67
240.00
194.99
194.65
194.4
119
4.52
194.4
119
4.64
195.04
249.00
195.22
194.75
194.52
194.63
194.52
194.74
195.18
251.00
195.29
194.77
194.54
194.64
194.54
194.76
195.25
260.00
194.72
262.51
194.74
265.71
194.85
CHAINAGE CENTRE LINE
ES RIGHT TITLE BDY
FS RIGHT TITLE BDY
RIGHT LIP OF KERB
DESIGN CL
LEFT LIP OF KERB
FS LEFT TITLE BDY
ES LEFT TITLE BDY
11.80
1 in 50 1 in 301 in -30 1 in -30
1 in 301 in 50
-8.4
919
2.04
192.04
-7.85
192.04
191.93
-7.80
192.04
191.93
-6.30
192.05
191.90
-3.80
192.07
191.82
-3.69
192.07
191.82
-3.65
192.07
191.67
-3.20
192.07
191.71
0.00
192.10
191.81
3.20
192.12
191.71
3.65
192.12
191.67
3.69
192.12
191.82
3.80
192.12
191.82
6.60
192.14
191.91
8.10
192.16
191.94
8.15
192.16
191.94
9.53
192.17
192.17
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL190.0
44.15
1 in 50 1 in 301 in -30 1 in -30
1 in 301 in 50
-11.05
191.56
191.56
-7.85
191.65
192.09
-7.80
191.66
192.09
-6.30
191.71
192.06
-3.80
191.74
191.98
-3.69
191.74
191.98
-3.65
191.74
191.83
-3.20
191.75
191.87
0.00
191.80
191.97
3.20
191.86
191.87
3.65
191.87
191.83
3.69
191.88
191.98
3.80
191.88
191.98
6.60
191.94
192.07
8.10
191.98
192.10
8.15
191.98
192.10
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL190.0
72.65
1 in 50 1 in 301 in -30 1 in -30
1 in 301 in 50
-11.72
191.59
191.59
-7.85
191.65
192.23
-7.80
191.65
192.23
-6.30
191.67
192.20
-3.80
191.71
192.12
-3.69
191.71
192.12
-3.65
191.71
191.97
-3.20
191.71
192.01
0.00
191.75
192.12
3.20
191.78
192.01
3.65
191.78
191.97
3.69
191.78
192.12
3.80
191.78
192.12
6.60
191.81
192.21
8.10
191.83
192.24
8.15
191.83
192.24
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL190.0
BO
UN
DA
RY
TIT
LE
SO
UT
HER
N
BO
UN
DA
RY
TIT
LE
NO
RT
HER
N
BO
UN
DA
RY
TIT
LE
SO
UT
HER
N
BO
UN
DA
RY
TIT
LE
NO
RT
HER
N
BO
UN
DA
RY
TIT
LE
SO
UT
HER
N
BO
UN
DA
RY
TIT
LE
NO
RT
HER
N
OF
STAGE 3
W
OR
KS
LI
MI
T
FUTURE STAGE 9
DESIGN CLLIP OF KERB
LEFT TITLE BOUNDARY
EXISTING SURFACEEXISTING SURFACE
CENTRELINE
RIGHT TITLE BOUNDARY
EXISTING SURFACE
TRUE LEFT & RIGHT ARE IN
THE DIRECTION OF THE
INCREASING CHAINAGE.
TP
CH
1 in -6
18.26
192.17
192.17
1 in 150
1 in -6
1 in 150
7
C 13.04.18 CROSS SECTIONS UPDATED TO REFLECT FACE PLAN
E
AHD
-
OF
-
BPD RATHDOWNE ESTATE
STAGE 3
WHITTLESEA
9365 3
388 C 10
SS
AS SHOWN 11
18/
04/
20
18
Pl
otte
d:
J:\H9365\Eng\Stage 3\E03_R07_LPLSXS.dgn
ISSUED FOR CONSTRUCTION
20.12.17A
OCT'17 C
RGW
MUNICIPALITY
REFERENCE
SHEETDATEDATUMSCALE
MELWAY REF.
SURVEY
DESIGN
DRAWN
CHECKEDREMARKSDATE
AM
EN
DM
EN
TS
VER.
18/
04/
20
18
Pl
otte
d:
J:\H9365\Eng\Stage 3\E03_R07_LPLSXS.dgn
1/19 cato street
hawthorn east, 3123
telephone 8823 2300land surveyors civil engineers
fax no. 8823 2310
1.50 2.50 0.60 6.40
16.00
2.800.60 1.50 0.050.05
VERTICAL 1:50
SCALE HORIZONTAL 1:100
CROSS SECTIONS
00
00
1
0.5
2
1
1:100
1:50
2
1
4
2
8
4
CRUSHED ROCK BACKFILL
LAVELLE PLACE
LAVELLE PLACE
101.15
1 in 50 1 in 301 in -30 1 in -30
1 in 301 in 50
-12.4
819
1.61
191.61
-7.85
191.67
192.38
-7.80
191.67
192.38
-6.30
191.69
192.35
-3.80
191.73
192.26
-3.69
191.73
192.26
-3.65
191.73
192.11
-3.20
191.74
192.15
0.00
191.79
192.26
3.20
191.83
192.15
3.65
191.84
192.11
3.69
191.84
192.26
3.80
191.84
192.26
6.60
191.89
192.36
8.10
191.92
192.39
8.15
191.92
192.39
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL190.0
122.15
1 in 50 1 in 301 in -30 1 in -30
1 in 301 in 50
-12.4
319
1.72
191.72
-7.85
191.80
192.4
8
-7.80
191.80
192.4
8
-6.30
191.83
192.4
5
-3.80
191.87
192.37
-3.69
191.87
192.37
-3.65
191.88
192.22
-3.20
191.88
192.26
0.00
191.94
192.36
3.20
192.00
192.26
3.65
192.01
192.22
3.69
192.01
192.37
3.80
192.01
192.37
6.60
192.06
192.4
6
8.10
192.09
192.4
9
8.15
192.09
192.4
9
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL190.0
141.65
1 in 50 1 in 301 in -30 1 in -30
1 in 301 in 50
-11.75
191.93
191.93
-7.85
192.00
192.58
-7.80
192.00
192.58
-6.30
192.03
192.55
-3.80
192.07
192.4
6
-3.69
192.07
192.4
6
-3.65
192.07
192.31
-3.20
192.08
192.35
0.00
192.12
192.4
6
3.20
192.16
192.35
3.65
192.16
192.31
3.69
192.16
192.4
6
3.80
192.16
192.4
6
6.60
192.21
192.56
8.10
192.24
192.59
8.15
192.24
192.59
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL190.0
162.65
1 in 50 1 in 301 in -30 1 in -30
1 in 301 in 50
-10.62
192.22
192.22
-7.85
192.23
192.68
-7.80
192.23
192.68
-6.30
192.23
192.65
-3.80
192.24
192.57
-3.69
192.24
192.57
-3.65
192.24
192.4
2
-3.20
192.24
192.4
6
0.00
192.27
192.57
3.20
192.29
192.4
6
3.65
192.29
192.4
2
3.69
192.29
192.57
3.80
192.29
192.57
6.60
192.32
192.66
8.10
192.37
192.69
8.15
192.37
192.69
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL191.0
182.15
1 in 50 1 in 301 in -30 1 in -30
1 in 301 in 50
-11.91
192.31
192.31
-7.85
192.30
192.99
-7.80
192.30
192.98
-6.30
192.29
192.95
-3.80
192.28
192.87
-3.69
192.28
192.87
-3.65
192.28
192.72
-3.20
192.28
192.76
0.00
192.28
192.87
3.20
192.32
192.76
3.65
192.34
192.72
3.69
192.34
192.87
3.80
192.35
192.87
6.60
192.4
719
2.96
8.10
192.54
192.99
8.15
192.54
193.00
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL191.0
212.65
1 in 50 1 in 301 in -30 1 in -30
1 in 301 in 50
1 in 6
-15.98
192.58
192.58
-7.85
192.95
193.93
-7.80
192.96
193.93
-6.30
193.07
193.90
-3.80
193.26
193.82
-3.69
193.27
193.82
-3.65
193.28
193.67
-3.20
193.31
193.71
0.00
193.57
193.81
3.20
193.84
193.71
3.65
193.88
193.67
3.69
193.88
193.82
3.80
193.89
193.82
6.60
194.12
193.91
8.10
194.24
193.94
8.15
194.24
193.94
10.86
194.39
194.39
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL191.0
BO
UN
DA
RY
TIT
LE
SO
UT
HER
N
BO
UN
DA
RY
TIT
LE
NO
RT
HER
N
BO
UN
DA
RY
TIT
LE
SO
UT
HER
N
BO
UN
DA
RY
TIT
LE
NO
RT
HER
N
BO
UN
DA
RY
TIT
LE
SO
UT
HER
N
BO
UN
DA
RY
TIT
LE
NO
RT
HER
N
BO
UN
DA
RY
TIT
LE
SO
UT
HER
N
BO
UN
DA
RY
TIT
LE
NO
RT
HER
N
BO
UN
DA
RY
TIT
LE
SO
UT
HER
N
BO
UN
DA
RY
TIT
LE
NO
RT
HER
N
BO
UN
DA
RY
TIT
LE
SO
UT
HER
N
BO
UN
DA
RY
TIT
LE
NO
RT
HER
N
1 in 150
1 in -6
1 in 150
1 in 150
1 in 150
1 in 150
1 in -6
1 in -6
1 in -6
1 in -6
1 in -6
8
C 13.04.18 CROSS SECTIONS AMENDED
E
AHD
-
OF
-
BPD RATHDOWNE ESTATE
STAGE 3
WHITTLESEA
9365 3
388 C 10
SS
AS SHOWN 11
18/
04/
20
18
Pl
otte
d:
J:\H9365\Eng\Stage 3\E03_R08_LPXS.dgn
ISSUED FOR CONSTRUCTION
20.12.17A
OCT'17 C
RGW
MUNICIPALITY
REFERENCE
SHEETDATEDATUMSCALE
MELWAY REF.
SURVEY
DESIGN
DRAWN
CHECKEDREMARKSDATE
AM
EN
DM
EN
TS
VER.
18/
04/
20
18
Pl
otte
d:
J:\H9365\Eng\Stage 3\E03_R08_LPXS.dgn
1/19 cato street
hawthorn east, 3123
telephone 8823 2300land surveyors civil engineers
fax no. 8823 2310
9
B 29.05.18 DRAINAGE PITS 13-15 LOWERED
PIT SCHEDULE UPDATED
E 05.09.18 PIT SCHEDULE UPDATED
SCALE HORIZONTAL 1:500
VERTICAL 1:50
DRAINAGE LONGITUDINAL SECTIONS
00
00
5
0.5
10
1
1:500
1:50
10
1
20
2
40
4
3. PROVIDE BICYCLE SAFE "V" SHAPED CLASS D GRATE (600mm MIN WIDTH).
2. PIT BASE TO BE SHAPED TO MATCH LOWER HALF OF PIPE WHERE DROP ACROSS PIT IS LESS THAN 50mm.
ALL HAUNCHED PITS TO BE 900mm x 600mm.
OF PIT BASE ARE TO BE AS PER SIZES SPECIFIED IN THE PIT SCHEDULE. TOP OF PIT OPENING FOR
EACH SIDE OF PIPE OUTSIDE DIAMETER, INCLUDING ANGULAR PIPE ENTRY TO PIT. MINIMUM DIMENSIONS
1. WHERE PIT HAUNCHING IS REQUIRED, INTERNAL PIT WALL DIMENSIONS MUST ALLOW 50mm CLEARANCE
SCHEDULE NOTES:-
INDICATES 5YR HGL
INDICATES CRUSHED ROCK BACKFILL CLASS 2
INDICATES CRUSHED ROCK BACKFILL CLASS 3
DRAINAGE LONGITUDINAL SECTION
PIT
No.LENGTH WIDTH
INLET
INVERT DIA
OUTLET
INVERT DIA
TOP
PIT RL
DEPTH
INVERTPIT DESCRIPTION REMARKS
PIT SCHEDULE
182.0
5 15
0m
m IL 18
7.18
188.4
56
1.001
300 RRJ
1 in 150
0.07m3/s
0.08m3/s
L=60.648m
1.12m/s
189.654
189.654
0.000
188.4
53
188.4
53
1.201
1.201
188.659
1
300 RRJ
1 in 180
0.04m3/s
0.07m3/s
L=74.539m
1.02m/s
189.803
189.803
60.648
188.857
188.907
0.947
0.897
189.077
189.175
2
190.303
190.303
135.187
189.321
0.982
189.4
81
189.596
3
CHAINAGE
NATURAL SURFACE
FINISHED SURFACE
INVERT
HGL LEVEL
DEPTH FS TO INVERT
GRADE
DIAMETER AND TYPE (CLASS 2)
DESIGN (m3/s)
CAPACITY (m3/s)
VELOCITY (m/sec)
DATUM RL 184.0
9 15
0m
m IL 18
8.4
518
9.4
38
30.238
300 RRJ
1 in 35
0.02m3/s
0.16m3/s
L=64.646m
2.31m/s
190.040
190.040
0.000
188.576
188.576
1.464
1.464
188.652
4
191.18
419
1.704
64.646
190.4
23
1.281
190.539
190.579
5
183.0
5 15
0m
m IL 18
8.00
188.713
0.968
525 RRJ
1 in 180
0.31m3/s
0.32m3/s
L=54.617m
1.48m/s
190.750
190.393
0.000
188.711
188.711
1.682
1.682
189.090
6
450 RRJ
1 in 105
0.27m3/s
0.28m3/s
L=85.517m
1.75m/s
190.993
190.672
54.617
189.015
189.090
1.657
1.582
189.4
32
189.517
7
191.543
191.383
140.134
189.904
1.479
190.271
190.953
8
184.0
300 RRJ
1 in 200
0.02m3/s
0.07m3/s
L=12.782m
0.97m/s
191.543
191.383
140.134
189.904
190.054
1.479
1.329
190.271
190.953
190.948
8
191.298
191.383
152.916
190.118
1.265
190.952
190.963
9
CHAINAGE
NATURAL SURFACE
FINISHED SURFACE
INVERT
HGL LEVEL
DEPTH FS TO INVERT
GRADE
DIAMETER AND TYPE (CLASS 2)
DESIGN (m3/s)
CAPACITY (m3/s)
VELOCITY (m/sec)
DATUM RL 184.0
300 RRJ
1 in 150
0.02m3/s
0.08m3/s
L=12.798m
1.12m/s
190.993
190.672
0.000
189.015
189.240
1.657
1.432
189.4
32
189.517
7
190.754
190.672
12.798
189.325
1.346
189.519
189.541
10
184.0
5 15
0m
m IL 18
8.31
189.568
1.001
300 RRJ
1 in 100
0.09m3/s
0.10m3/s
L=82.800m
1.37m/s
191.18
719
1.18
70.000
189.563
189.563
1.624
1.624
189.799
11
191.599
191.599
82.800
190.391
1.208
190.628
191.005
12
CLASS 4
CLASS 4 CLASS 4
1 END PIPE 188.45 300 189.73 1.28 TEMPORARY SANDBAG ENDWALL
2 JUNCTION PIT 900 600 188.91 300 188.86 300 189.86 1.01 EDCM STD DWG 605
3 JUNCTION PIT 900 600 189.32 300 190.34 1.02 EDCM STD DWG 605
4 END PIPE 188.58 300 189.80 1.22 TEMPORARY SANDBAG ENDWALL
5 GRATED PIT 900 600 190.42 300 191.70 1.28 EDCM STD DWG 605, GRATED COVER
6 END PIPE 188.71 525 190.39 1.68 TEMPORARY SANDBAG ENDWALL
7 GRATED ENTRY PIT (B2) 900 900 189.09 450 189.02 525 190.67 1.66 EDCM STD DWG 601 (HAUNCHED)
189.24 300
8 GRATED ENTRY PIT (B2) 900 600 190.05 300 189.90 450 191.38 1.48 EDCM STD DWG 601
9 GRATED ENTRY PIT (B2) 900 600 190.12 300 191.38 1.27 EDCM STD DWG 601
10 GRATED ENTRY PIT (B2) 900 600 189.33 300 190.67 1.35 EDCM STD DWG 601
11 END PIPE 189.56 300 191.31 1.75 TEMPORARY SANDBAG ENDWALL
12 JUNCTION PIT 900 600 190.39 300 191.64 1.25 EDCM STD DWG 605
13 END PIPE 189.29 750 190.95 1.67 TEMPORARY SANDBAG ENDWALL
14 GRATED ENTRY PIT (B2) 1050 1050 189.70 750 189.65 750 191.81 2.16 EDCM STD DWG 601 (HAUNCHED)
190.15 300
15 GRATED ENTRY PIT (B2) 1050 1050 189.80 750 189.75 750 191.83 2.08 EDCM STD DWG 601 (HAUNCHED)
16 GRATED ENTRY PIT (B2) 1050 1050 190.08 525 189.85 750 191.83 1.98 EDCM STD DWG 601 (HAUNCHED)
190.00 600
17 JUNCTION PIT 900 900 190.43 450 190.34 525 191.96 1.62 EDCM STD DWG 607 (HAUNCHED)
18 GRATED ENTRY PIT (B2) 900 600 190.84 300 190.69 450 192.28 1.59 EDCM STD DWG 601
190.84 300
19 GRATED ENTRY PIT (B2) 900 600 191.79 300 191.74 300 193.16 1.42 EDCM STD DWG 601
191.79 300
20 END PIPE 192.28 300 193.86 1.59 BLANKED END
21 GRATED ENTRY PIT (B2) 900 600 190.47 300 191.81 1.34 EDCM STD DWG 601
22 GRATED ENTRY PIT (B2) 900 900 190.34 600 191.98 1.64 EDCM STD DWG 601 (HAUNCHED)
23 GRATED ENTRY PIT (B2) 900 600 190.93 300 192.29 1.36 EDCM STD DWG 601
24 GRATED ENTRY PIT (B2) 900 600 191.84 300 193.16 1.32 EDCM STD DWG 601
25 END PIPE 189.30 375 190.67 1.37 TEMPORARY SANDBAG ENDWALL
26 JUNCTION PIT 900 600 189.61 375 189.55 375 191.38 1.83 EDCM STD DWG 605
189.76 225
27 JUNCTION PIT 900 600 190.18 300 190.10 375 191.43 1.33 EDCM STD DWG 605
28 JUNCTION PIT 900 600 190.92 225 190.85 300 191.96 1.11 EDCM STD DWG 605
29 END PIPE 191.90 225 192.75 0.85 BLANKED END
30 JUNCTION PIT 900 600 190.35 225 191.55 1.20 EDCM STD DWG 605
31 JUNCTION PIT 900 600 190.52 375 190.57 375 192.09 1.57 EDCM STD DWG 605
CONNECT TO EXISTING PIPE AND MAKE GOOD
190.48 375
E
AHD
-
OF
-
BPD RATHDOWNE ESTATE
STAGE 3
WHITTLESEA
9365 3
388 C 10
SS
AS SHOWN 11
5/09/
2018
Pl
otte
d:
J:\H9365\Eng\Stage 3\E03_R09_DRN1.dgn
ISSUED FOR CONSTRUCTION
20.12.17A
OCT'17 E
RGW
MUNICIPALITY
REFERENCE
SHEETDATEDATUMSCALE
MELWAY REF.
SURVEY
DESIGN
DRAWN
CHECKEDREMARKSDATE
AM
EN
DM
EN
TS
VER.
5/09/
2018
Pl
otte
d:
J:\H9365\Eng\Stage 3\E03_R09_DRN1.dgn
1/19 cato street
hawthorn east, 3123
telephone 8823 2300land surveyors civil engineers
fax no. 8823 2310
10
B 29.05.18 DRAINAGE PITS 14-16 LOWERED
D 05.09.18 DRAINAGE PIT 17 MOVED, PIT 31 ADDED
SCALE HORIZONTAL 1:500
VERTICAL 1:50
DRAINAGE LONGITUDINAL SECTIONS
00
00
5
0.5
10
1
1:500
1:50
10
1
20
2
40
4
3. PROVIDE BICYCLE SAFE "V" SHAPED CLASS D GRATE (600mm MIN WIDTH).
2. PIT BASE TO BE SHAPED TO MATCH LOWER HALF OF PIPE WHERE DROP ACROSS PIT IS LESS THAN 50mm.
ALL HAUNCHED PITS TO BE 900mm x 600mm.
OF PIT BASE ARE TO BE AS PER SIZES SPECIFIED IN THE PIT SCHEDULE. TOP OF PIT OPENING FOR
EACH SIDE OF PIPE OUTSIDE DIAMETER, INCLUDING ANGULAR PIPE ENTRY TO PIT. MINIMUM DIMENSIONS
1. WHERE PIT HAUNCHING IS REQUIRED, INTERNAL PIT WALL DIMENSIONS MUST ALLOW 50mm CLEARANCE
SCHEDULE NOTES:-
INDICATES 5YR HGL
INDICATES CRUSHED ROCK BACKFILL CLASS 2
INDICATES CRUSHED ROCK BACKFILL CLASS 3
DRAINAGE LONGITUDINAL SECTION
184.0
300 RRJ
1 in 26.4
0.01m3/s
0.19m3/s
L=8.444m
2.66m/s
191.998
191.807
0.000
189.650
190.150
2.157
1.657
190.185
190.277
14
191.992
191.806
8.4
44
190.4
70
1.336
190.540
190.545
21
185.0
600 RRJ
1 in 33.9
0.49m3/s
1.06m3/s
L=11.525m
3.73m/s
192.126
191.834
0.000
189.850
190.000
1.984
1.834
190.4
61
190.647
190.637
16
192.141
191.983
11.525
190.340
1.643
190.800
191.494
22
185.0
300 RRJ
1 in 100
0.01m3/s
0.10m3/s
L=8.572m
1.37m/s
191.855
192.283
0.000
190.694
190.843
1.589
1.440
190.959
191.006
18
191.730
192.285
8.572
190.929
1.357
191.003
191.009
23
186.0
300 RRJ
1 in 150
0.01m3/s
0.08m3/s
L=8.540m
1.12m/s
192.705
193.157
0.000
191.736
191.786
1.421
1.372
191.959
192.160
19
192.551
193.158
8.540
191.842
1.316
192.161
192.164
24
183.0
1 300
mm IL 18
7.60
189.317
3.100
375 RRJ
1 in 135
0.14m3/s
0.15m3/s
L=34.131m
1.37m/s
191.013
190.672
0.000
189.297
189.297
1.374
1.374
189.577
25
1 15
0m
m IL 18
8.87
189.609
35.013
375 RRJ
1 in 150
0.13m3/s
0.14m3/s
L=74.242m
1.30m/s
191.411
191.411
34.131
189.550
189.606
1.861
1.805
189.843
190.059
190.021
26
191.351
191.351
108.372
190.101
1.249
190.382
190.4
63
27
300 RRJ
1 in 100
0.09m3/s
0.10m3/s
L=66.983m
1.37m/s
191.351
191.351
108.372
190.101
190.176
1.249
1.17
4
190.382
190.4
63
225 RRJ
1 in 40
0.05m3/s
0.07m3/s
L=38.958m
1.79m/s
191.966
191.966
175.356
190.846
190.921
1.12
0
1.045
191.079
191.18
0
28
192.4
50
192.4
50
214.314
191.895
0.555
192.088
192.4
42
29
CHAINAGE
NATURAL SURFACE
FINISHED SURFACE
INVERT
HGL LEVEL
GRADE
DESIGN (m3/s)
CAPACITY (m3/s)
VELOCITY (m/sec)
DATUM RL
184.0
225 RRJ
1 in 25
0.01m3/s
0.09m3/s
L=14.770m
2.26m/s
191.411
191.411
0.000
189.550
189.756
1.861
1.655
189.843
190.059
190.021
26
191.538
191.538
14.770
190.347
1.19
219
0.4
09
190.4
18
30
INVERTDEPTH FS TO
TYPE (CLASS 2)DIAMETER AND
CLASS 4 CLASS 4 CLASS 4
185.0
750 RRJ
1 in 142
0.75m3/s
0.94m3/s
L=51.262m
2.12m/s
191.114
190.954
0.000
189.288
189.288
1.666
1.666
189.797
13
750 RRJ
1 in 231
0.75m3/s
0.73m3/s
L=11.526m
1.66m/s
191.998
191.807
51.262
189.650
189.700
2.157
2.107
190.187
190.280
14
750 RRJ
1 in 170
0.74m3/s
0.85m3/s
L=8.502m
1.93m/s
192.066
191.833
62.788
189.750
189.800
2.083
2.033
190.349
190.4
44
15
525 RRJ
1 in 94.4
0.25m3/s
0.44m3/s
L=25.386m
2.05m/s
192.126
191.834
71.290
189.850
190.075
1.984
1.759
190.4
66
190.656
190.646
16
1 15
0m
m IL 18
9.28
190.4
25
98.698
450 RRJ
1 in 235
0.13m3/s
0.19m3/s
L=64.614m
1.17m/s
191.961
191.961
96.676
190.344
190.4
19
1.617
1.542
190.685
190.706
17
191.855
192.283
161.290
190.694
1.589
190.965
191.012
18
186.0
300 RRJ
1 in 100
0.08m3/s
0.10m3/s
L=89.267m
1.37m/s
190.843
1.440
191.055
18
300 RRJ
1 in 45
0.03m3/s
0.14m3/s
L=21.983m
2.04m/s
192.705
193.157
250.557
191.736
191.786
1.421
1.371
191.959
192.160
19
193.940
193.864
272.540
192.275
1.589
192.399
192.4
48
20
185.0
375 RRJ
1 in 150
0.13m3/s
0.14m3/s
L=5.821m
1.30m/s
191.961
191.961
0.000
190.344
190.4
80
1.617
1.480
190.685
190.706
190.751
17
192.000
192.092
5.821
190.519
1.573
190.806
191.265
31
CHAINAGE
NATURAL SURFACE
FINISHED SURFACE
INVERT
HGL LEVEL
DEPTH FS TO INVERT
GRADE
DIAMETER AND TYPE (CLASS 2)
DESIGN (m3/s)
CAPACITY (m3/s)
VELOCITY (m/sec)
DATUM RL
CLASS 4
E
AHD
-
OF
-
BPD RATHDOWNE ESTATE
STAGE 3
WHITTLESEA
9365 3
388 C 10
SS
AS SHOWN 11
5/09/
2018
Pl
otte
d:
J:\H9365\Eng\Stage 3\E03_R10_DRN2.dgn
ISSUED FOR CONSTRUCTION
20.12.17A
OCT'17 E
RGW
MUNICIPALITY
REFERENCE
SHEETDATEDATUMSCALE
MELWAY REF.
SURVEY
DESIGN
DRAWN
CHECKEDREMARKSDATE
AM
EN
DM
EN
TS
VER.
5/09/
2018
Pl
otte
d:
J:\H9365\Eng\Stage 3\E03_R10_DRN2.dgn
1/19 cato street
hawthorn east, 3123
telephone 8823 2300land surveyors civil engineers
fax no. 8823 2310
North
SYMBOL LEGEND
28.57
Cut Prop/Ex
Retaining Wall
TW28.57
S S
Conduits 50mm
Conduits 100mm W100
Property Inlet
Street Sign
PSM
Ex Gas/Elect/Tel E T
Fill Prop/Ex
Ex/Natural/FS Level
FS @ Building Line
28.57
NS28.5
7
BL28.57
100yr Flood Level FL28.57
Prop Exist
Top Ret. Wall Level
Drains
Sewer <300
Sewer >300
Water
House DrainTOP2
8.57
Top/Toe of Batter TOE28.57
W100
G
WW
H H
SS
SCALE 1:500
PLAN
10 5 0 10 20
LENGTHS ARE IN METRES
40
SCALE 1 : 500
WARNING
OF OPTIC FIBER CABLE IN DAVIS ROADCONTRACTOR TO TAKE EXTRA CAUTION
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
SIGNAGE & LINEMARKING LEGEND
GIVEWAY
S1
"GIVE WAY" SIGN (R1-2A)
"STREET" SIGN
"NO ROAD" SIGN & "HAZARD" SIGN (G9-18)
NO
THROUGH
ROAD
S2
S3
SIGNAGE AND LINE MARKING PLAN
S1
S3
S3
S3
S2
S1
R8-3(R)
ONLY ONLYS4 SEGREGATED FOOTWAY (R8-3)
S4
S3
11 A
192
191
192
193
194
193
194
193
194
195
192
192
193
191
193
194
191
192
193
194
190
190
191
255254
253256 252
251250
249248
247246
264263
262
261
260
259
258
257
230
231
232
233
234235
236237
238239
240
224225
226227
228229
448<
707
317318
319320321
322323
324325
326327
328329
331
330
303
302
301
304305
306307
308309
310311
312313
314315
316
332
333
334
335
336
337
341
340
339
338
PROPOSED STAGE 2
PROPOSED STAGE 2
FUTURE STAGE 5
SUBSTATION
ELECTRICAL
356
355
354
353
352
351
350
349
348
347
346
345
344
343
342
357358359360361
YO
RK
NO
RT
H
ST
RE
ET
CANNING WALK
PA
RA
DE
LAVELLE
PLACE
ETHAN LANE
300mm
300m
m
300m
m
300mm
300mm
450
mm
525m
m
300m
m
750m
m
375m
m
225m
m
375mm
300mm
225mm
750m
m
300mm
525mm
600m
m
750mm
450mm
300mm
300mm
300m
m
300m
m
FUTURE STAGE 9
FUTURE STAGE 8
FU
TU
RE S
TA
GE 5
STAGE 9FUTURE
STAGE 7FUTURE
188
APPROXLIMIT
OFFILL
LIMIT
APPROX
OF FILL
E
AHD
-
OF
-
BPD RATHDOWNE ESTATE
STAGE 3
WHITTLESEA
9365 3
388 C 10
SS
AS SHOWN 11
25/02/2019
Pl
otte
d:
J:\H9365\Eng\Stage 3\E03_R11_SIGN.dgn
ISSUED FOR CONSTRUCTION
20.12.17A
OCT'17
RGW
MUNICIPALITY
REFERENCE
SHEETDATEDATUMSCALE
MELWAY REF.
SURVEY
DESIGN
DRAWN
CHECKEDREMARKSDATE
AM
EN
DM
EN
TS
VER.
25/02/2019
Pl
otte
d:
J:\H9365\Eng\Stage 3\E03_R11_SIGN.dgn
1/19 cato street
hawthorn east, 3123
telephone 8823 2300land surveyors civil engineers
fax no. 8823 2310
