LEFT OFFSET LEFT EDGE CENTRE LINE RIGHT EDGE RIGHT OFFSET GRADES VERTICAL CURVES VERTICAL ALIGNMENT DESIGN ROAD LEVELS STAKE VALUE EXIST ROAD LEVELS ON ALIGNMENT SUPERELEVATION HORIZONTAL CURVES LHS EDGE RHS EDGE HOR. SCALE 1:1000 VER. SCALE 1:100 RIGHT EDGE EXISTING ROAD LEVEL LEFT EDGE CENTRE LINE LEVEL Direction 165°50'33" 23337 B.C.C. Curve 6 Right Radius=860m I= 34°36'19" 23857 E.C.C. Direction 200°26'52" 332m VC K=103 E.V.C 23125 B.V.C 23427 604m VC K=127 HIGH: 180.966 Ch 23486.796 0.468 % 23729.377 182.242 -4.288 % 24000.000 138.973 -2.0 7.3 -2.0 -2.0 -7.3 1200x900 mm BC IL = 174.124 m 1200x900 mm BC IL = 171.529 m 178 Datum 168.0 23000 23020 23040 23060 23080 23100 23120 23140 23160 23180 23200 23220 23240 23260 23280 23300 23320 23340 23360 23380 23400 23420 23440 23460 23480 23500 23520 23540 23560 23580 23600 23620 23640 23660 23680 23700 23720 23740 23760 23780 23800 23820 23840 23860 23880 23900 23920 23940 23960 23980 24000 177.770 178.085 178.350 178.606 178.795 178.955 179.084 179.177 179.265 179.321 179.418 179.496 179.593 179.690 179.818 179.899 180.008 180.155 180.240 180.355 180.443 180.550 180.623 180.674 180.699 180.689 180.638 180.557 180.462 180.350 180.189 180.006 179.808 179.530 179.258 178.946 178.595 178.224 177.815 177.377 176.909 176.379 175.829 175.233 174.612 173.947 173.237 172.549 171.826 171.067 170.265 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.13 -7.97 -7.83 -7.67 -7.53 -7.38 -7.22 -7.08 -6.92 -6.78 177.907 178.223 178.501 178.739 178.939 179.100 179.223 179.318 179.411 179.505 179.599 179.692 179.786 179.880 180.058 180.321 180.584 180.847 181.089 181.204 181.298 181.392 181.479 181.537 181.563 181.558 181.522 181.454 181.354 181.223 181.061 180.867 180.641 180.384 180.096 179.776 179.425 179.042 178.627 178.181 177.704 177.190 176.556 175.813 175.045 174.251 173.452 172.738 172.011 171.254 170.464 178.071 178.387 178.665 178.903 179.103 179.264 179.387 179.482 179.575 179.669 179.763 179.856 179.950 180.044 180.137 180.231 180.325 180.418 180.512 180.606 180.699 180.793 180.880 180.938 180.965 180.960 180.923 180.855 180.756 180.625 180.462 180.268 180.043 179.786 179.497 179.177 178.826 178.443 178.029 177.583 177.105 176.597 176.056 175.484 174.881 174.246 173.580 172.882 172.153 171.392 170.600 177.912 178.225 178.501 178.739 178.939 179.100 179.223 179.318 179.411 179.505 179.599 179.692 179.786 179.880 179.973 180.067 180.065 179.989 179.935 180.007 180.101 180.194 180.282 180.340 180.366 180.361 180.324 180.256 180.157 180.026 179.863 179.670 179.444 179.187 178.899 178.579 178.227 177.844 177.430 176.984 176.507 175.998 175.542 175.140 174.690 174.082 173.416 172.718 171.989 171.228 170.436 7.97 8.13 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 ROOIDRAAI MOORREESBURG LEFT OFFSET LEFT EDGE CENTRE LINE RIGHT EDGE RIGHT OFFSET GRADES VERTICAL CURVES VERTICAL ALIGNMENT DESIGN ROAD LEVELS STAKE VALUE EXIST ROAD LEVELS ON ALIGNMENT SUPERELEVATION HORIZONTAL CURVES LHS EDGE RHS EDGE HOR. SCALE 1:1000 VER. SCALE 1:100 RIGHT EDGE EXISTING ROAD LEVEL LEFT EDGE CENTRE LINE LEVEL Direction 165°50'33" 23337 B.C.C. Curve 6 Right Radius=860m I= 34°36'19" 23857 E.C.C. Direction 200°26'52" 332m VC K=103 E.V.C 23125 B.V.C 23427 604m VC K=127 HIGH: 180.966 Ch 23486.796 0.468 % 23729.377 182.242 -4.288 % 24000.000 138.973 -2.0 7.3 -2.0 -2.0 -7.3 1200x900 mm BC IL = 174.124 m 1200x900 mm BC IL = 171.529 m 178 Datum 168.0 23000 23020 23040 23060 23080 23100 23120 23140 23160 23180 23200 23220 23240 23260 23280 23300 23320 23340 23360 23380 23400 23420 23440 23460 23480 23500 23520 23540 23560 23580 23600 23620 23640 23660 23680 23700 23720 23740 23760 23780 23800 23820 23840 23860 23880 23900 23920 23940 23960 23980 24000 177.770 178.085 178.350 178.606 178.795 178.955 179.084 179.177 179.265 179.321 179.418 179.496 179.593 179.690 179.818 179.899 180.008 180.155 180.240 180.355 180.443 180.550 180.623 180.674 180.699 180.689 180.638 180.557 180.462 180.350 180.189 180.006 179.808 179.530 179.258 178.946 178.595 178.224 177.815 177.377 176.909 176.379 175.829 175.233 174.612 173.947 173.237 172.549 171.826 171.067 170.265 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.20 -8.13 -7.97 -7.83 -7.67 -7.53 -7.38 -7.22 -7.08 -6.92 -6.78 177.907 178.223 178.501 178.739 178.939 179.100 179.223 179.318 179.411 179.505 179.599 179.692 179.786 179.880 180.058 180.321 180.584 180.847 181.089 181.204 181.298 181.392 181.479 181.537 181.563 181.558 181.522 181.454 181.354 181.223 181.061 180.867 180.641 180.384 180.096 179.776 179.425 179.042 178.627 178.181 177.704 177.190 176.556 175.813 175.045 174.251 173.452 172.738 172.011 171.254 170.464 178.071 178.387 178.665 178.903 179.103 179.264 179.387 179.482 179.575 179.669 179.763 179.856 179.950 180.044 180.137 180.231 180.325 180.418 180.512 180.606 180.699 180.793 180.880 180.938 180.965 180.960 180.923 180.855 180.756 180.625 180.462 180.268 180.043 179.786 179.497 179.177 178.826 178.443 178.029 177.583 177.105 176.597 176.056 175.484 174.881 174.246 173.580 172.882 172.153 171.392 170.600 177.912 178.225 178.501 178.739 178.939 179.100 179.223 179.318 179.411 179.505 179.599 179.692 179.786 179.880 179.973 180.067 180.065 179.989 179.935 180.007 180.101 180.194 180.282 180.340 180.366 180.361 180.324 180.256 180.157 180.026 179.863 179.670 179.444 179.187 178.899 178.579 178.227 177.844 177.430 176.984 176.507 175.998 175.542 175.140 174.690 174.082 173.416 172.718 171.989 171.228 170.436 7.97 8.13 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 8.20 ROOIDRAAI MOORREESBURG LEGEND EXISTING ROAD RESERVE PROPOSED ROAD RESERVE FILL SLOPE CUT SLOPE EXISTING GUARDRAIL GATE FENCE EXISTING ROAD SIGN NEW ROAD SIGN POWER LINE & POLE TELEPHONE LINE & POLE CAMP / MINOR ACCESS SURVEY CONTROL POINT NRB1-15 268.332 1. ALL EXISTING FEATURES ARE GHOSTED. 2. BATTER SLOPES SHOWN ON STANDARD CROSS-SECTIONS AND AS DETERMINED ON SITE. 3. THE CONTRACTOR IS TO APPLY FOR ALL NECESSARY WAYLEAVES, PLANS AND PERMITS FROM THE VARIOUS SERVICE AUTHORITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. 4. FARM/MINOR ACCESSES TO BE 5m WIDE (SEE TYPICAL DRAWINGS - ROADWORKS DRG. No. 4397-R-JI-200-V1). 5. FINAL POSITIONS OF ACCESSES, SERVICE ROADS AND EDGE BEAMS TO BE DETERMINED ON SITE. 6. EXISTING ROAD SIGNS TO BE REMOVED AND REPLACED WHERE REQUIRED. 7. WIRE FENCE GATES TO BE PROVIDED AT ALL FARM/MINOR ACCESSES. NOTES : 8. STOCK PROOF FENCING TO BE PROVIDED ON ROAD RESERVE BOUNDARY 9 STRAND BARBED WIRE WITH STEEL STRAINING POSTS AND STEEL STANDARDS AND DROPPERS). 9. REFER TO 20m INTERVAL CROSS SECTIONS FOR LANDSCAPING AND FURTHER DRAINAGE DETAILS. 10. ALL ROADMARKING AS PER SARTSM AND STANDARD DRAWINGS. 11. THE LINING OF OPEN, TOE AND CUT-OFF DRAINS TO BE APPROVED BY ENGINEERS REPRESENTATIVE. PROPOSED ROAD WIDENING FARM / MAJOR ACCESS NEW CULVERT AND DIRECTION OF FLOW RESHAPE EXISTING SIDE DRAIN > > OPEN EARTH V-DRAIN LINED / UNLINED V SHAPED TOE DRAIN TYPE A SIDE DRAIN & DOWN CHUTE TYPE F SIDE DRAIN & DOWN CHUTE NEW GUARDRAIL TYPE A DRAIN WITH INLET AND DOWNPIPE V V LEGEND EXISTING ROAD RESERVE PROPOSED ROAD RESERVE FILL SLOPE CUT SLOPE EXISTING GUARDRAIL GATE FENCE EXISTING ROAD SIGN NEW ROAD SIGN POWER LINE & POLE TELEPHONE LINE & POLE CAMP / MINOR ACCESS SURVEY CONTROL POINT NRB1-15 268.332 1. ALL EXISTING FEATURES ARE GHOSTED. 2. BATTER SLOPES SHOWN ON STANDARD CROSS-SECTIONS AND AS DETERMINED ON SITE. 3. THE CONTRACTOR IS TO APPLY FOR ALL NECESSARY WAYLEAVES, PLANS AND PERMITS FROM THE VARIOUS SERVICE AUTHORITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. 4. FARM/MINOR ACCESSES TO BE 5m WIDE (SEE TYPICAL DRAWINGS - ROADWORKS DRG. No. 4397-R-JI-200-V1). 5. FINAL POSITIONS OF ACCESSES, SERVICE ROADS AND EDGE BEAMS TO BE DETERMINED ON SITE. 6. EXISTING ROAD SIGNS TO BE REMOVED AND REPLACED WHERE REQUIRED. 7. WIRE FENCE GATES TO BE PROVIDED AT ALL FARM/MINOR ACCESSES. NOTES : 8. STOCK PROOF FENCING TO BE PROVIDED ON ROAD RESERVE BOUNDARY 9 STRAND BARBED WIRE WITH STEEL STRAINING POSTS AND STEEL STANDARDS AND DROPPERS). 9. REFER TO 20m INTERVAL CROSS SECTIONS FOR LANDSCAPING AND FURTHER DRAINAGE DETAILS. 10. ALL ROADMARKING AS PER SARTSM AND STANDARD DRAWINGS. 11. THE LINING OF OPEN, TOE AND CUT-OFF DRAINS TO BE APPROVED BY ENGINEERS REPRESENTATIVE. PROPOSED ROAD WIDENING FARM / MAJOR ACCESS NEW CULVERT AND DIRECTION OF FLOW RESHAPE EXISTING SIDE DRAIN > > OPEN EARTH V-DRAIN LINED / UNLINED V SHAPED TOE DRAIN TYPE A SIDE DRAIN & DOWN CHUTE TYPE F SIDE DRAIN & DOWN CHUTE NEW GUARDRAIL TYPE A DRAIN WITH INLET AND DOWNPIPE V V VOGELSTRUISFONTEIN 471 REM SG_229_1831_WC C04600000000047100000 HENDRIK de WAAL 0827830011 VOGELSTRUISFONTEIN 471 REM PTN 10 SG_1861_1905_WC C04600000000047100010 HENDRIK de WAAL 0827830011 VOGELSTRUISFONTEIN 471 REM SG_229_1831_WC C04600000000047100000 HENDRIK de WAAL 0827830011 KOORNPLAATS 524 REM PTN 11 SG_4961_1999_WC C04600000000052400011 CORNE RUST 0823262226 VOGELSTRUISFONTEIN 471 REM SG_229_1831_WC C04600000000047100000 HENDRIK de WAAL 0827830011 NRB81-17 181.484 NRB80-17 180.819 NRB81A-17 181.156 NRB82-17 177.359 NRB83-17 168.828 PS13 178.954 PS14 180.285 K22-RE2 K23-RE1 K23-RE2 K23-RE3 K23-RE4 K23-RE5 K23-RE6 K23-RE7 K23-RE8 K23-RE9 K22-LN7 K23-LN1 K23-LN2 K23-LN3 K23-LN4 K23-LN5 K23-LN6 K23-LN7 X +3 682 000 X +3 682 000 Y +30 200 X +3 681 200 X +3 681 400 X +3 681 600 X +3 681 800 X +3 681 000 X +3 681 000 X +3 681 200 X +3 681 400 X +3 681 600 X +3 681 800 Y +30 200 23100 23200 23300 23400 23600 23700 23800 23900 BCC6 ECC6 CUT LINE CUT LINE 24000 23000 CAMP ACCESS CAMP ACCESS > > > > > > > > > 23500 OPEN EARTH V-DRAIN 22960 TYPE A SIDE DRAIN 23170 TYPE F SIDE DRAIN 23360 TYPE A SIDE DRAIN 23640 OPEN EARTH V-DRAIN 23910 23130 OPEN EARTH V-DRAIN 23130 OPEN EARTH V-DRAIN 23380 TYPE A SIDE DRAIN 23580 TYPE F SIDE DRAIN 23830 TYPE A SIDE DRAIN 23100 23200 23300 23400 23600 23700 23800 23900 BCC6 ECC6 CUT LINE CUT LINE 24000 23000 CAMP ACCESS CAMP ACCESS > > > > > > > > > 23500 OPEN EARTH V-DRAIN 22960 TYPE A SIDE DRAIN 23170 TYPE F SIDE DRAIN 23360 TYPE A SIDE DRAIN 23640 OPEN EARTH V-DRAIN 23910 23130 OPEN EARTH V-DRAIN 23130 OPEN EARTH V-DRAIN 23380 TYPE A SIDE DRAIN 23580 TYPE F SIDE DRAIN 23830 TYPE A SIDE DRAIN EXISTING 1 x 1.2x0.9m BOX CULVERT TO BE EXTENDED EXISTING 1 x 1.2x0.9m BOX CULVERT TO BE EXTENDED POINT BCC6 HPI 7 ECC6 SV 23000 23100 23200 23300 23400 23500 23600 23700 23800 23900 24000 Y-Coord X-Coord N7/2 ALIGNMENT DETAILS - WGS84 Lo19° 23337.374 23597.084 23856.794 30194.255 30218.714 30243.173 30267.632 30276.774 30289.868 30301.449 30342.301 30301.435 30289.826 30266.778 30248.708 30233.614 30198.678 3682031.755 3681934.792 3681837.829 3681740.867 3681704.628 3681643.400 3681544.130 3681444.861 3681444.186 3681344.919 3681247.669 3681193.837 3681153.353 3681059.654 POINT BCC6 HPI 7 ECC6 SV 23000 23100 23200 23300 23400 23500 23600 23700 23800 23900 24000 Y-Coord X-Coord N7/2 ALIGNMENT DETAILS - WGS84 Lo19° 23337.374 23597.084 23856.794 30194.255 30218.714 30243.173 30267.632 30276.774 30289.868 30301.449 30342.301 30301.435 30289.826 30266.778 30248.708 30233.614 30198.678 3682031.755 3681934.792 3681837.829 3681740.867 3681704.628 3681643.400 3681544.130 3681444.861 3681444.186 3681344.919 3681247.669 3681193.837 3681153.353 3681059.654 X Y +0 CO-ORDINATES WGS84 (Lo19°) +0 PROPOSED ROAD RESERVE POINT K23-LN1 30253.261 3681892.615 K23-LN2 30283.476 3681825.251 K23-LN3 30309.065 3681678.056 K23-LN4 30327.068 3681418.506 K23-LN5 30315.982 3681303.258 K23-LN6 30292.621 3681230.668 K23-LN7 30270.554 3681189.970 NRB79-17 30153.79 3682247.53 170.386 NRB80-17 30225.98 3681961.86 180.819 PS13 30236.80 3681886.38 178.954 NRB81-17 30252.86 3681677.44 181.484 NRB81A-17 30312.76 3681545.81 181.156 NRB82-17 30275.16 3681254.85 177.359 NRB83-17 30190.36 3680992.75 168.828 NRB84-17 30062.54 3680739.10 155.450 PS14 30295.62 3681653.08 180.285 19000 20000 21000 22000 23000 24000 25000 SHEET 13 OF 27 SHEET 14 OF 27 SHEET 15 OF 27 SHEET 16 OF 27 SHEET 17 OF 27 SHEET 18 OF 27 KEY PLAN N.T.S. 19000 20000 21000 22000 23000 24000 25000 SHEET 13 OF 27 SHEET 14 OF 27 SHEET 15 OF 27 SHEET 16 OF 27 SHEET 17 OF 27 SHEET 18 OF 27 KEY PLAN N.T.S. 2.0% 2.0% 1:2 ALIGNMENT LINE 6.7m EDGE OF SURFACING 6.7m SBP LEVELS GIVEN HERE LEVELS GIVEN HERE LEVELS GIVEN HERE 3.7m 3.0m 3.7m 3.0m 1:2 1:2 HORIZONTAL DESIGN SPEED : 100km/h VERTICAL DESIGN SPEED : 100km/h POSTED SPEED (Road Sings & Road Markings) : 120km/h 2.0% 2.0% 1:2 ALIGNMENT LINE 6.7m EDGE OF SURFACING 6.7m SBP LEVELS GIVEN HERE LEVELS GIVEN HERE LEVELS GIVEN HERE 3.7m 3.0m 3.7m 3.0m 1:2 1:2 HORIZONTAL DESIGN SPEED : 100km/h VERTICAL DESIGN SPEED : 100km/h POSTED SPEED (Road Sings & Road Markings) : 120km/h CURVE No 6 RADIUS 860.00 TRANS IN (m) 0.00 TRANS OUT (m) 0.00 TAN. IN (m) 267.90 TAN. OUT (m) 267.90 ANGLE N7/2 CURVE DETAILS - WGS84 Lo19° 34°36'19" CURVE No 6 RADIUS 860.00 TRANS IN (m) 0.00 TRANS OUT (m) 0.00 TAN. IN (m) 267.90 TAN. OUT (m) 267.90 ANGLE N7/2 CURVE DETAILS - WGS84 Lo19° 34°36'19" SV23.177 1x1.2x0.9m BC SKEW=119.12° SV23.758 1x1.2x0.9m BC SKEW=104.228° EDGE OF SURFACING 100mm LANE LINE GM1 (LINE:GAP RATIO 2:10) (WHITE) 100mm NO CROSSING LINES RM2 (WHITE) 150mm LEFT EDGE LINE RM4.1 (YELLOW) 150mm DIVIDING LINE WM3 (LINE:GAP RATIO 4:8) (WHITE) MOORREESBURG ROOIDRAAI SV23170 SV23380 SV 23 146 CAMP ACCESS SV23870 SV 23 505 CAMP ACCESS SV23550 SV23640 SV23830 SV23030 SV23810 3.5m 3.7m 1.0m SURFACED SHOULDER 3.7m 1.0m SURFACED SHOULDER 3.5m X Y +0 CO-ORDINATES WGS84 (Lo19°) +0 EXISTING ROAD RESERVE POINT K23-RE1 30179.658 3681964.119 K23-RE2 30202.280 3681874.385 K23-RE3 30213.884 3681876.395 K23-RE4 30232.771 3681789.399 K23-RE5 30251.111 3681674.653 K23-RE6 30269.771 3681558.831 K23-RE7 30272.906 3681479.695 K23-RE8 30260.148 3681357.265 K23-RE9 30216.430 3681194.035 ENG. CONSULT. REVISION DATE No. DRAWING TYPE BRIDGE/STRUCTURE No. CONSULTANT DRAWING No. SHEET DRAWING LOCATION DATA PROJECT NUMBER ACCEPTANCE THIS ACCEPTANCE IS FOR PROCEDURAL AND ADMINISTRATIVE REVIEW PURPOSES ONLY AND DOES NOT ATTRACT LEGAL LIABILITY OR LIABILITY OF ANY KIND FROM WHATSOEVER CAUSE OR HOWEVER ARISING ROUTE SECTION DRAWING km DISTANCE START END SCALE : SANRAL DOCUMENT # OF Date : Prof. Reg. No. : Name : DESIGNED BY NAME Prof. Reg. No. CHECKED BY VER CONSULTANT APPROVAL DRAWN BY NAME NAME Prof. Reg. No. Date : Name : SANRAL PROJECT MANAGER WORKS CONTRACT ENGINEER CONSTRUCTION RECORD (AS-BUILT) Date : Prof. Reg. No. : Name : HEAD OFFICE Val de Grace Tel: (012) 844 8000 Pretoria 0001 South Africa 48 Tambotie Avenue PO Box 415 Pretoria 0184 for the SA NATIONAL ROADS AGENCY SOC LTD. Date: WESTERN REGION Tel: (021) 957 4600 Private Bag X19 Bellville Oakdale Bellville 1 Havenga Street 7535 7530 N7 NRA N.007-020-2020/1F N7 THE IMPROVEMENT OF NATIONAL ROUTE 7, SECTION 2, BETWEEN ROOIDRAAI (km 7.49) AND MOORREESBURG (km 33.90) DRAWING NAME 7 Digtebij Avenue, Mabille Park, Kuils River, 7580 P.O. Box 190, Kuils River, 7579 Tel: +27 21 906 5602 Fax: +27 21 906 5603 COPYRIGHT RESERVED c CAPE TOWN 14 CENTRAL SQUARE PINELANDS 7405 P.O. BOX 38561 PINELANDS 7430 Tel: +27 21 530-1800 Fax: +27 21 532-0950 E-MAIL: [email protected] X:\Projects - (In-progress)\4397 N7 Rooidraai to Moorreesburg (DM)\07-Drawing\Roads\WORKING\4397-22-27 Layout-Long sv19-sv25 sht 13-18 - Colour.dwg 2019-06-11 Brandc1 50 mm 0 mm 50 mm 100 mm NOTE: ALL DIMENSIONS TO BE CHECKED ON SITE BEFORE ANY WORK IS PUT IN HAND. REFER ANY DISCREPANCIES TO THE ENGINEER. J GENTZ 20080319 DM MURPHY 950446 DRAFT FINAL DESIGN 2 2 23 000 24 000 ROADS - LAYOUTS 4397-26 V1 GENERAL ARRANGEMENT AND LONG-SECTION ROUTE 7, SECTION 2: SV 23 000 - SV 24 000 1:1000 17 27 V1 28/06/2019 ORIGINAL VERSION DM MURPHY DM MURPHY 950446 28/06/2019 26 ROOIDRAAI MORREESBURG X Y +0 CO-ORDINATES WGS84 (Lo19°) +0 SURVEY CONTROL POINTS POINT Z C BRAND