1
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 195°14'10" 213m VC K=77 HIGH: 166.119 Ch 28092.184 E.V.C 28177 B.V.C 28357 225m VC K=40 LOW: 163.411 Ch 28401.192 E.V.C 28582 B.V.C 28783 114m VC K=133 E.V.C 28896 1.667 % 28070.776 166.827 -1.108 % 28469.305 162.411 4.514 % 28839.476 179.120 3.657 % 29000.000 207.020 -2.0 2500x1600 mm BC IL = 158.897 m ??? 168 Datum 158.0 182 Datum 172.0 28000 28020 28040 28060 28080 28100 28120 28140 28160 28180 28200 28220 28240 28260 28280 28300 28320 28340 28360 28380 28400 28420 28440 28460 28480 28500 28520 28540 28560 28580 28600 28620 28640 28660 28680 28700 28720 28740 28760 28780 28800 28820 28840 28860 28880 28900 28920 28940 28960 28980 29000 165.260 165.461 165.629 165.774 165.802 165.805 165.745 165.621 165.462 165.261 165.072 164.945 164.638 164.425 164.240 164.011 163.784 163.533 163.346 163.119 163.047 163.117 163.344 163.590 163.900 164.297 164.834 165.474 166.258 167.124 168.012 168.921 169.829 170.738 171.640 172.547 173.441 174.345 175.225 176.120 177.009 177.877 178.728 179.520 180.282 181.021 181.746 182.480 183.219 183.922 184.679 -6.70 -6.70 -6.70 -6.70 -6.70 -7.94 -12.88 -17.82 -22.76 -24.00 -24.00 -24.00 -22.76 -17.82 -12.88 -7.94 -6.70 -6.70 -6.70 -6.70 -6.70 -6.70 -6.70 -6.70 -6.70 -6.70 -6.70 -6.70 -7.00 -7.30 -7.60 -7.90 -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 -8.20 165.431 165.645 165.808 165.918 165.976 165.957 165.811 165.614 165.364 165.137 164.915 164.693 164.497 164.374 164.251 164.128 163.931 163.710 163.489 163.333 163.277 163.322 163.466 163.710 164.054 164.498 165.042 165.686 166.424 167.262 168.158 169.055 169.952 170.855 171.757 172.660 173.563 174.466 175.369 176.271 177.163 178.024 178.856 179.657 180.428 181.170 181.901 182.632 183.364 184.095 184.827 165.565 165.779 165.942 166.052 166.110 166.115 166.069 165.970 165.819 165.617 165.395 165.173 164.952 164.730 164.509 164.287 164.065 163.844 163.623 163.467 163.411 163.456 163.600 163.844 164.188 164.632 165.176 165.820 166.564 167.408 168.310 169.213 170.116 171.019 171.921 172.824 173.727 174.630 175.533 176.435 177.327 178.188 179.020 179.821 180.592 181.334 182.065 182.796 183.528 184.259 184.991 165.431 165.645 165.808 165.918 165.976 165.981 165.935 165.836 165.611 165.310 164.989 164.693 164.472 164.250 164.029 163.881 163.758 163.636 163.489 163.333 163.277 163.322 163.466 163.710 164.054 164.498 165.042 165.686 166.430 167.274 168.176 169.079 169.982 170.885 171.787 172.690 173.593 174.496 175.399 176.301 177.193 178.054 178.886 179.687 180.458 181.200 181.931 182.662 183.394 184.125 184.857 6.70 6.70 6.70 6.70 6.70 6.70 6.70 6.70 10.41 15.35 20.29 24.00 24.00 24.00 24.00 20.29 15.35 10.41 6.70 6.70 6.70 6.70 6.70 6.70 6.70 6.70 6.70 6.70 6.70 6.70 6.70 6.70 6.70 6.70 6.70 6.70 6.70 6.70 6.70 6.70 6.70 6.70 6.70 6.70 6.70 6.70 6.70 6.70 6.70 6.70 6.70 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 BOSCHJES VALLEY 474 REM PTN 1 SG_5660_1903_WC C04600000000047400001 BOTTELFONTEIN 425 REM PTN 2 SG_37_1871_WC C04600000000042500002 BOSCHJES VALLEY 474 PTN 6 SG_3364_2007_WC C04600000000047400006 BOSCHJES VALLEY 474 PTN 2 SG_491_1917_WC C04600000000047400002 BOSCHJES VALLEY 474 REM PTN 3 SG_490_1917_WC C04600000000047400003 HENDRIK de WAAL 0827830011 BOSCHJES VALLEY 474 REM PTN 3 SG_490_1917_WC C04600000000047400003 HENDRIK de WAAL 0827830011 BOSCHJES VALLEY 474 REM PTN 3 SG_490_1917_WC C04600000000047400003 HENDRIK de WAAL 0827830011 BOSCHJES VALLEY 474 REM PTN 3 SG_490_1917_WC C04600000000047400003 HENDRIK de WAAL 0827830011 NRB98-17 164.911 NRB100-17 180.513 NRB99-17 168.764 NRB97-17 164.575 K28-RE1 K28-LN1 K28-LN2 K28-LN3 K28-LN4 K28-LN5 K28-LN6 K28-LN7 K28-LN8 K28-LN9 K29-LN1 K28-RN1 K28-RN2 K28-RN3 K28-RN4 X +3 676 200 X +3 677 000 X +3 677 000 X +3 676 800 X +3 676 800 X +3 676 600 X +3 676 600 X +3 676 400 Y +30 600 Y +30 200 X +3 676 200 Y +30 200 Y +30 600 Y +30 400 X +3 676 400 X +3 677 200 28100 28200 28300 28400 28500 28600 28700 28800 28900 CUT LINE CUT LINE 29000 28000 CAMP ACCESS TO BE RELOCATED CAMP ACCESS CAMP ACCESS CAMP ACCESS > > > > > > > > > > > > > > > > OPEN EARTH V-DRAIN 28180 OPEN EARTH V-DRAIN 28230 TYPE A SIDE DRAIN 28380 OPEN EARTH V-DRAIN 28580 28340 OPEN EARTH V-DRAIN 28540 TYPE A SIDE DRAIN 28700 OPEN EARTH V-DRAIN 28310 OPEN EARTH V-DRAIN 28100 28200 28300 28400 28500 28600 28700 28800 28900 CUT LINE CUT LINE 29000 28000 CAMP ACCESS TO BE RELOCATED CAMP ACCESS CAMP ACCESS CAMP ACCESS > > > > > > > > > > > > > > > > OPEN EARTH V-DRAIN 28180 OPEN EARTH V-DRAIN 28230 TYPE A SIDE DRAIN 28380 OPEN EARTH V-DRAIN 28580 28340 OPEN EARTH V-DRAIN 28540 TYPE A SIDE DRAIN 28700 OPEN EARTH V-DRAIN 28310 OPEN EARTH V-DRAIN EXISTING 1 x 2.45x1.55m MAJOR BC TO BE EXTENDED EXISTING 1x450 Ø PC REPLACED BY 1x600 Ø PC NEW 1x600 Ø PC NEW 1x600 Ø PC POINT SV 27900 28000 28100 28200 28300 28400 28500 28600 28700 28800 28900 Y-Coord X-Coord N7/2 ALIGNMENT DETAILS - WGS84 Lo19° 30563.782 30537.502 30511.222 30484.943 30458.663 30432.383 30406.104 30379.824 30353.544 30327.265 30300.985 3677282.630 3677186.145 3677089.660 3676993.174 3676896.689 3676800.204 3676703.719 3676607.234 3676510.749 3676414.264 3676317.779 X Y +0 CO-ORDINATES WGS84 (Lo19°) +0 PROPOSED ROAD RESERVE POINT K28-LN1 30528.616 3677093.100 K28-LN2 30528.765 3677019.807 K28-LN3 30507.336 3676941.129 K28-LN4 30463.864 3676861.685 K28-LN5 30458.838 3676806.837 K28-LN6 30421.595 3676670.099 K28-LN7 30415.825 3676657.858 K28-LN8 30377.535 3676517.277 K28-LN9 30367.933 3676496.905 NRB96-17 30571.86 3677420.38 160.964 NRB97-17 30532.88 3677121.02 164.575 NRB98-17 30428.69 3676876.29 164.911 NRB99-17 30390.64 3676604.24 168.764 NRB100-17 30280.56 3676329.42 180.513 NRB101-17 30206.43 3676049.45 190.911 25000 26000 27000 28000 29000 30000 31000 SHEET 19 OF 27 SHEET 20 OF 27 SHEET 21 OF 27 SHEET 22 OF 27 SHEET 23 OF 27 SHEET 24 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 SV28.405 1x2.5x1.6 m BC SKEW=91.1° 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 SV28530 SV 28 132 CAMP ACCESS TO BE RELOCATED SV 28 131 CAMP ACCESS SV28380 SV 28 567 CAMP ACCESS SV 28 567 CAMP ACCESS SV28032 SV28540 SV28640 SV28750 3.7m 1.0m SURFACED SHOULDER 3.5m 3.7m 3.0m SURFACED SHOULDER X Y +0 CO-ORDINATES WGS84 (Lo19°) +0 PROPOSED ROAD RESERVE POINT X Y +0 CO-ORDINATES WGS84 (Lo19°) +0 EXISTING ROAD RESERVE POINT K28-RE1 30478.289 3677063.734 K28-RN1 30468.019 3677025.884 K28-RN2 30447.828 3676997.298 K28-RN3 30427.218 3676921.630 K28-RN4 30430.159 3676886.341 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\4397-28-33 Layout-Long sv25-sv31 sht 19-24 - 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 28 000 29 000 ROADS - LAYOUTS 4397-31 V1 GENERAL ARRANGEMENT AND LONG-SECTION ROUTE 7, SECTION 2: SV 28 000 - SV 29 000 1:1000 22 27 V1 28/06/2019 ORIGINAL VERSION DM MURPHY DM MURPHY 950446 28/06/2019 ROOIDRAAI MOORREESBURG X Y +0 CO-ORDINATES WGS84 (Lo19°) +0 SURVEY CONTROL POINTS POINT Z 31 C BRAND
