GD42/737 191 Final BAR/Appendix B13 Stormwater... · 0 10 bcc 0 1 0 0 b c 1 e c 1 2 0 0 0 p a a r l...
1
0 100 BCC 0 1 0 0 BC1 EC 1 200 0 PAAR L 8 3 2 / 6 0 PIPELINE SERVITUDE (NO WIDTH) DG M 1081 3/1954 8 32 /45 8 32 /59 8 3 2 / 6 2 8 3 2 / 6 1 8 3 2 / 7 9 REM. 832/36 8 3 2 / 5 9 R E M . REM. 832/59 R E M . 8 3 2 / 3 6 8 3 2 / 8 4 T H E F A R M N o . 8 3 2 L C 1 2 8 . 2 4 P R B 1 MH MH 389 390 391 524 525 527 570 602 607 611 FO U N T AIN 3 0 7 5 3 2 0 3 8 3 2 / 6 0 832/56 H M - HS3 1 3 2 . 1 2 1 C L OS E D C L O SED CL O S E E X I S T I NG R O A D CL O S ED C L O SED HM -D1A 120.363 P R D A 1 2 8 . 3 3 8 R O U N D TAN KS 1 4 3 8 7 3 2 0 4 T H E F A R M N o . 8 3 2 SV3 0 1 . 5 7 1 3 0 . 0 9 1 1 3 1 . 6 6 1 1 3 1 , 7 9 S W 0 / 3 3 0 7 8 1 . 0 5 1 3 0 . 3 0 0 1 3 1 . 3 5 8 - 1 3 0 . 6 1 - T YPE 3 O PEN SI D E DRAI N 0 , 7 5 1 3 1 , 0 4 S W 0 / 5 S W 0 / 4 EXI ST I N G PI PE C UL VERT T O BE R EM O VED 3 0 0 m m Ø T O BE BRI CKED UP EXI ST I N G CU L VERT T O BR I C KED UP C O N ST RUCT N EW M AN HO L E O N EXI ST I N G PI PE I L = 1 2 7 , 0 0 I L = 1 2 4 , 8 8 CL O S E D 1 , 1 0 1 2 8 , 2 0 1 2 9 , 3 0 I L = 1 2 7 , 4 6 I L = 1 2 7 , 1 0 R ET AI N EXI ST I NG 3 0 0 m m Ø PC 3 0 0 m m Ø PC T O BR I C KED UP EXI ST I NG 6 0 0 m m Ø PC BO L L ARDS Ex i s t i n g 6 0 0 m m Ø PC C O N ST RU CT AN O PEN SI DE D RAI N EXI ST I N G O PEN SI D E DRAI N EXI ST I NG C UL VERT T O BRI CKED UP C O N ST RU CT D RO P I N L ET ST R UCT URE O N EXI ST I N G PI PE SW A 0 / 1 PI I L = 1 2 7 , 4 6 R E T A I N I N G W A L L 1 . 0 0 1 . 3 0 1 . 0 0 1 3 0 . 1 8 1 1 2 9 . 0 2 1 2 9 . 9 1 1 3 0 . 3 2 1 2 8 . 9 1 Ø 6 0 0 / 7 5 D @ 0 . 7 5 % 1 3 . 4 2 m L O NG C H U T E R EPL ACE EXI ST Ø 3 0 0 m m W I T H Ø 6 0 0 m m / 7 5 D 1 , 1 0 1 2 7 , 0 0 1 2 8 , 1 0 SW A 0 / 3 SW A 0 / 4 S W 0 / 1 1 , 1 4 1 2 7 , 4 6 1 2 8 , 6 0 1 3 1 . 1 8 0 L IM I T O F C O N S T R U C T IO N L I M I T O F C O N S T R U C T I O N L I M I T O F C O N S T R U C T I O N S W 0 / 2 b 1 . 0 0 1 3 0 . 7 9 1 3 1 . 7 9 1 . 1 1 1 3 0 . 9 8 1 3 2 . 1 0 1 . 3 0 1 3 1 . 0 6 1 3 2 . 3 6 1 . 3 0 1 3 0 . 9 1 1 3 2 . 2 1 X +3 739 600 1 4 3 8 7 SW 4 0 SW 3 2 1 3 0 . 3 9 2 1 3 1 . 9 5 1 1 . 5 5 9 1 3 0 . 5 2 0 1 3 1 . 9 7 9 1 . 4 5 9 S W 0 / 1 S W 0 / 1 a S W 0 / 2 S W 0 / 2 a S W 0 / 2 a S W 0 / 2 b S W 0 / 2 c S W 0 / 2 c SW 0 / 2 d SV3 0 2 . 1 7 5 1 2 9 . 5 5 5 1 3 1 . 7 3 0 S W 0 / 3 1 2 9 . 4 3 8 S W 0 / 2 1 2 9 . 4 9 0 1 3 0 . 3 9 4 0 . 9 0 EXI ST I NG Ø 4 5 0 m m T O BE RET AI NED S W 0 / 1 a 0 . 9 7 1 3 0 . 6 3 1 3 1 . 6 0 1 . 9 3 1 2 9 . 7 0 1 3 1 . 6 3 R EPL ACE EXI ST I NG Ø 3 0 0 m m W I T H NEW Ø 6 0 0 / 7 5 D @ 0 . 7 5 % 1 5 . 8 6 m L O NG R EPL ACE EXI ST I NG Ø 3 0 0 m m W I T H NEW Ø 6 0 0 / 7 5 D @ 0 . 7 5 % 1 0 . 9 8 m L O NG H M- H S 4 1 2 8 . 4 4 S W 0 / 2 S W 0 / 2 a 1 3 0 . 1 5 8 1 3 1 . 5 4 9 1 . 3 9 R EM O VE EXI ST PI PE CU L V ERT S W 0 / 2 1 . 7 6 9 1 2 9 . 8 3 9 1 3 1 . 6 0 0 Ø 4 5 0 m m - 7 5 D @ 1 . 2 1 % - ( 6 1 . 4 m ) Ø 4 5 0 m m - 7 5 D @ 1 . 0 % - ( 1 7 . 8 m ) SW 0 / 2 d Ø 4 5 0 m m - 7 5 D @ 0 , 7 8 % - ( 4 2 . 8 m ) 1 2 8 , 4 3 1 , 9 3 1 2 6 , 5 0 SW A 0 / 2 EXI ST I N G W AT ER PI PE ( Ø 7 2 5 m m ) EXI ST I NG W AT ER C HAM BER W 0 / 1 a T O P O F P I PE Ø 7 2 5 m m 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 6 0 0 K L A P M U T S 9 N o . 832 T H E F A R M MH 3 1 2 5 4 3 1 2 5 7 3 1 2 5 6 3 1 2 5 5 3 1 2 5 3 832/ 63 832/ 65 832/ 64 8 3 2 / 7 8 832/ 67 C L O S E D PRDB 127.797 C L O S E D C LO S E D C L O S E D 832/ 66 CONNECT TO EXISTING HEADWALL 1,00 125,94 126,94 R E M . 8 32/ 59 450mm Ø 75D @ 0,50% EXISTING 1000x800mm BOX CULVERT IL = 125,60 F H DRAIN SHAPE OPEN DRAIN MOVE SIGN SWA 0/5 CONSTRUCT NEW INLET STRUCTURE 1,18 REMOVE EXISTING GUARDRAILS 126,47 127,60 DROP INLET STRUCTURE 126,27 127,45 SWA 0/7 1.13 EXISTING 300Ø TO BE REPLACED WITH 450Ø PIPE CULVERT EXISTING 1000mm Ø PC REMOVE EXISTING CABLE BARRIER C L O S E D C L O S E D 1200mm x 900 BOX CULVERT RETAIN EXISTING 300mm Ø PC P R D A 1 2 8 . 3 3 8 SWA 0/6 Ø 600mm-75D @ 1,0% - (34.0m) IL = 125,60 832/ 62 Y : 4763.821 X : 3739715.945 21097KP0/D/15 STORMWATER LAYOUT (MR 191 km 0,0 to km 0,18 AND SERVICE ROAD) 1:500 LIABILITY OF ANY KIND FROM ADMINISTRATIVE REVIEW PURPOSES FOR TENDER PURPOSES UPGRADING OF MAIN ROAD 191 (km 0,0 to km 9,57) ONLY AND DOES NOT ATTRACT LEGAL CONSULTING ENGINEERS CONTRACT No. WHATSOEVER CAUSE OR HOWEVER ARISING FOR INFORMATION ONLY THIS APPROVAL IS FOR PROCEDURAL AND APPROVED FOR APPROVAL FOR CONSTRUCTION APPROVED PRELIMINARY 13/5/1/2/1-749.2 C749.2 DATE DATE PROVINCIAL ROADS ENGINEER WCPA INDEX No. WCPA STRUCTURES PLAN No. SCALE P.R.E.'s FILE No. CONSULTANT'S PLAN No. DATE PRE CONS. ENG. ADDITIONS AND AMENDMENTS No. CHECKED BY: DRAWN BY: CHECKED BY: DESIGNED BY: EL GJS WJ WJ GD42/737 68 0 m 50 m 100 m 1cm = 10m on A0 size GD42/737 e-mail: [email protected] Tel:(021)912-3000 BELVILLE 7535 Fax:(021)912-3222 P.O.Box 398
Transcript of GD42/737 191 Final BAR/Appendix B13 Stormwater... · 0 10 bcc 0 1 0 0 b c 1 e c 1 2 0 0 0 p a a r l...
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