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Àx ª St or e Room ¨ ¬ ² º ô ² Åã ¥ й º ô ² Foot bal l Fi el d Tenn i s Cou r t Hi n Ti n Pl aygr ound CUL CUL CUL CUL CUL W ´ ä ÅK ¡ ] ª M T R ( E a s t R a il L i n e ) H H H 10.4 10.5 10.5 10.5 10.6 10.9 11.0 11.2 11.5 14.2 14.5 21.1 21.2 21.3 21.5 23.2 24.4 24.5 25.1 CUL L L FP 15.3 23.2 23.9 Foot bal l Fi el d ¬ Ý CUL T unn e l P o r t a l CUL CUL CUL ´ ä ÅK ¡] ª M T R ( E a s t R a il L i n e ) L L L L L L L L L L L L ° ª ¬ [ ° ª ¬ [ FP El evat ed Road El evat ed Road FP 9.0 14.0 15.3 15.5 23.2 29.2 33.3 33.4 » Sw P PAK SHEK » Estate Hin Keng » ¿ Estate Hin Yiu » ¿ Carado E A S T R A I L » ¿? 15: 56: 08 2013- 6- 25 yonghui . l ai PRI NTED BY: Q:\MTRC1101 \Drawi ngs\W\1102\A1 \1102_ W_ HI K_ SWL_ C10_301 A. dgn FI LENAME: PLOT DRV: DRAWING NO. TITLE REV. DESCRIPTION REV BY DATE DRAWN DESIGNED CHECKED APPROVED DATE WRITTEN CONSENT OF THE MTR CORPORATION LIMITED. BY WHATEVER MEANS IS PERMITTED WITHOUT THE PRIOR REPRODUCTION OF THE DRAWING / DOCUMENT OR ANY PART MTR CORPORATION LIMITED OF HONG KONG. NO RESPECT OF THIS DRAWING / DOCUMENT IS OWNED BY THE MTR CORPORATION LIMITED 2008 COPYRIGHT IN VERIFIED ON SITE. DO NOT SCALE DRAWINGS. ALL DIMENSIONS SHALL BE DESCRIPTION REV BY DATE APPROVED APPROVED ORIGINATOR CADD REF. Default MODELNAME: Q:\MTRC1101 \PRI NTER DRI VER\1101_ PDF_ BLACK+WHI TE_ A3. plt SCALE @ A1 SHATIN TO CENTRAL LINK Maps reproduced with permi ssi on of The Di rector of Lands, ( C)Hong Kong Government. URS Hong Kong Ltd NOTES LEGEND SCALE 1:5000 MATCH LINE THE LOCATION C H E KUNG M I U R OAD FOR RAILWAY DEVELOPMENT PROPOSED GAZETTE BOUNDARY PLATFORM P R O P O S E D R E I N F O RC E D C ON CR ETE 0 5 10 15 20 25 METRES 1 : 500 HEIGHTS SHA TIN MATCH LINE 1 : 500 05/JUL/2013 BL ES PC KLC CONTRACT 1102 HIN KENG STATION 1102/W/HIK/SWL/C10/301 825 2 00 N 8253 0 0 N 825100 N 825000 N 835700 E 835700 E 825500 N 825400 N 825300 N 825200 N 835700 E 835800 E L AYOU T O F P R O P O S E D H I K S T A T I ON T T 2 92 + 615 . 589 TT 2 92 + 467 . 507 TT 2 92 + 347 . 507 RETAINING WALL PROPOSED MODIFICATION OF FOOTING E X I S T I NG R ET A I N I NG W A LL AND FOR NOISE BARRIER P R O P O S E D R ET A I N I NG W A LL / F OO T I NG SCL-EWL / TAIL TRACK E X I S T I NG T R A C K C E N T R E L I N E O F SCL-EWL / TAIL TRACK P R O P O S E D T R A C K C E N T R E L I N E O F HIN TIN PLAYGROUND PROTECTED DURING CONSTRUCTION CABLES AND FIXING SHALL BE SUCH AS PABX AND ASSOCIATED EXISTING FIELD EQUIPMENT PROTECTED DURING CONSTRUCTION CABLES AND FIXING SHALL BE SUCH AS PABX AND ASSOCIATED EXISTING FIELD EQUIPMENT LOCATION PLAN C L O F T AD T A I L T R A C K 1 ( TT 1 ) C L O F T A D T A I L T R A C K 2 ( TT 2 ) DP 2 92 + 579 . 253 C L O F T AD T A I L T R A C K 1 ( TT 1 ) C L O F T AD T A I L T R A C K 2 ( TT 2 ) CONSTRUCTION FIXING SHALL BE PROTECTED DURING PABX AND ASSOCIATED CABLES AND EXISTING FIELD EQUIPMENT SUCH AS TT 2 92 + 209 . 11 4 VERIFIED BY CHAINAGES AS SHOWN. 2. EXTENT OF ALL PROPOSED STRUCTURES MUST BE F R O M T AD T A I L T R A C K ( TT 2 ) LE V EL ) ON M OD I F I E D R ET A I N I NG W A LL ( 7 m H I GH P R O P O S E D A B S O R P T I V E NO I S E B A RR I E R TAIL TRACK (TT2) LEVEL) ON M I N I- P I LE S ( 7 m H I GH F R O M T AD P R O P O S E D A B S O R P T I V E NO I S E B A RR I E R WALKWAY FROM HIK TO TAW P R O P O S E D ELE VA TE D E VA C UA T I ON O F S C L - E W L - U P T R A C K C L C L O F S C L - E W L - DO W N T R A C K O F S C L - E W L - U P T R A C K C L C L O F S C L - E W L - DO W N T R A C K H I GH F R O M S C L - E W L - U P T R A C K LE V EL ) ON R ET A I N I NG W A LL / F OO T I NG ( 2 m P R O P O S E D A B S O R P T I V E NO I S E B A RR I E R SCL-EWL-DOWN TRACK LEVEL) ON R ET A I N I NG W A LL ( 3 m H I GH F R O M P R O P O S E D A B S O R P T I V E NO I S E B A RR I E R SCL-EWL-UP TRACK LEVEL) R ET A I N I NG W A LL ( 2 m H I GH F R O M P R O P O S E D C ON CR ETE NO I S E B A RR I E R ON 5. BE PROTECTED DURING CONSTRUCTION FOR MI MOUNTED ON MAST, AND ASSOCIATED CABLES AND FIXING SHALL EXISTING PABX MOUNTED ON WALL, ICCS RELATED TERMINATION POINT TT 2 92 + 663 . 5397 PLATFORM AND EVACUATION WALKWAY FROM HIK TO TAW PROPOSED NOISE BARRIERS, REINFORCED CONCRETE GENERAL ARRANGEMENT U 92 + 570 . 829 O P E R A T I NG R A I L W AY O F M O L TO BE DEMOLISHED EXISTING CAB PLATFORM 7SW-D/R 292 7SW-D/R 293 7SW-D/R 292 7SW-D/R 288 7SW-D/R 288 7SW-D/R 291 7SW-D/R 290 7SW-D/R 289 7SW-D/R 293 7SW-D/R 293 TO BE RETAINED EXISTING CAB PLATFORM PROTECTED DURING CONSTRUCTION AND ASSOCIATED CABLES AND FIXING SHALL BE TERMINATION POINT FOR MI MOUNTED ON MAST, EXISTING PABX MOUNTED ON WALL, ICCS RELATED R E G I S TE R E D F E A T U R E S T O B E A FF E C TE D REGISTERED FEATURES NUMBER F O R C ON S T R U C T I ON A R E A F E N C E D O FF C H: U 92 + 613 . 307 C H: U 92 + 437 . 301 C H: U 92 + 407 . 301 C H: D 92 + 613 . 442 C H: D 92 + 558 . 403 C H: D 92 + 550 . 516 TT 2 9 2 544 . 991 TT 1 92545 . 0 03 C H: D 92 + 544 . 65 0 CH:D 92+424.378 C H: U 9 2 + 3 2 7 . 2 1 3 C H: U 92 + 3 0 7 . 2 1 3 C H: U 9 2 + 2 7 7 . 3 0 3 C H: U 9 2 + 2 4 2 . 6 7 0 C H: U 9 2 + 21 1 . 3 0 3 C H: U 9 2 + 1 9 1 . 72 A 1102_W_HIK_SWL_C10_301A.dgn 6. AGREED AND INSTRUCTED BY THE ENGINEER. BOREHOLES AND PLATE LOAD TEST SHALL BE DRAWING. EXACT LOCATIONS AND NUMBERS OF BOREHOLES/INCLINED BOREHOLES AS SHOWN ON THE CONTRACTOR SHALL CARRY OUT ADDITIONAL SHALL BE FOAM. 7. FOR BOREHOLE, THE ADOPTED FLUSHING MEDIUM DESIGN OF RETAINING WALL. VERIFY THE DESIGN PARAMETERS OF FILL IN OF FILL AND CARRY OUT TRIAXIAL TESTS TO 8. THE CONTRACTOR SHALL OBTAIN MAZIER SAMPLES B O R E HO LE S / I N C L I N E D B O R E HO LE S PLATE LOAD TEST FOR DETAILS, REFER TO DWG. NO. 1102/W/HIK/SWL/C11/323. PROPOSED NOISE BARRIER ON EXISTING TYPE A2 FOOTING. FOR DETAILS, REFER TO DRG. NO. 1102/W/HIK/SWL/C11/312. PROPOSED NOISE BARRIER ON EXISTING RETAINING WALL RW5. REFER TO DRG. NO. 1102/W/HIK/SWL/C11/329. RETAINING WALL RW3A. FOR DETAILS, PROPOSED NOISE BARRIER ON EXISTING FOR DETAILS, REFER TO DRG. NO. 1102/W/HIK/SWL/C11/316. PROPOSED NOISE BARRIER ON EXISTING RETAINING WALL RW7. FOR DETAILS, REFER TO DRG. NO. 1102/W/HIK/SWL/C19/333. PROPOSED NOISE BARRIER ON MINI-PILES FOUNDATION. NO. 1102/W/HIK/SWL/C11/320. REALIGNMENT. FOR DETAILS, REFER TO DRG. DEMOLISHED AND RECONSTRUCTED TO SUIT TT2 EXISTING RETAINING WALL RW7 TO BE 1102/W/HIK/SWL/C11/326. FOR DETAILS, REFER TO DRG. NO. EXISTING RETAINING WALL RW2D PROPOSED NOISE BARRIER ON FOR DETAILS, REFER TO DRG. NO. 1102/W/HIK/SWL/C11/326. PROPOSED NOISE BARRIER ON EXISTING RETAINING WALL RW2C. FOR DETAILS REFER TO DRG. NO. 1102/W/HIK/SWL/C11/321 PROPOSED NOISE BARRIER ON FOOTING TYPE M1. DRG. NOS. 1102/W/HIK/SWL/C10/503 TO 511. 3. FOR REALIGNMENT OF CABLE TROUGH, REFER TO DRG. NOS. 1102/W/HIK/SWL/Q08/396 TO 397. 4. FOR REPROVISION OF OHL MAST, REFER TO DRG. NO. 1102/W/HIK/C10/361 TO 363 WALKWAY FOR DETAILS, REFER TO PROPOSED ELEVATED EVACUATION NO. 1102/W/HIK/SWL/C22/008 REFER TO GEOTECHNICAL DRAWING PROPOSED FILL SLOPE, DETAILS 1102/W/HIK/C01/101 & 102. 1. FOR GENERAL NOTES, REFER TO DRG. NOS. PARTICULAR SPECIFICATION. NOS. 1102/W/HIK/SWL/TO1/461 TO 466 AND STRUCTURES, REFER TO DRG. STRUCTURES AND MODIFICATION TO EXISTING WORKS AREA FOR CONSTRUCTION OF PROPOSED TO DRG. NO. 1102/W/HIK/SWL/C11/311 MODIFICATION, FOR DETAILS, REFER EXISTING RETAINING WALL RW5 1102/W/HIK/SWL/C11/306. FOR DETAILS, REFER TO DRG. AND PROPOSED MINI-PILES FOUNDATION. ON EXISTING RETAINING WALL RW5 PROPOSED REINFORCED CONCRETE PLATFORM A 05JUL13 ES KLC WORKING DRAWING