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" 29600 B.C.C. Curve 10 Left Radius=640m I= 34°31'22" 29986 E.C.C. Direction 160°42'48" B.V.C 29510 185m VC K=68 E.V.C 29695 B.V.C 29997 408m VC K=103 3.657 % 29602.327 207.020 0.941 % 30000.000 212.653 -2.0 -2.0 -8.0 8.0 2000x2000 mm BC IL = 191.104 m ?? 600 mm PC IL = 191.901 m 900x900 mm BC IL = 203.379 m 600 mm PC IL = 200.338 m 189 Datum 179.0 196 Datum 186.0 207 Datum 197.0 29000 29020 29040 29060 29080 29100 29120 29140 29160 29180 29200 29220 29240 29260 29280 29300 29320 29340 29360 29380 29400 29420 29440 29460 29480 29500 29520 29540 29560 29580 29600 29620 29640 29660 29680 29700 29720 29740 29760 29780 29800 29820 29840 29860 29880 29900 29920 29940 29960 29980 30000 184.679 185.425 186.150 186.885 187.610 188.352 189.079 189.815 190.531 191.243 191.993 192.724 193.467 194.187 194.899 195.635 196.364 197.110 197.845 198.579 199.307 200.030 200.763 201.496 202.213 202.960 203.700 204.364 204.991 205.535 205.999 206.449 206.794 207.118 207.400 207.648 207.863 208.032 208.217 208.379 208.534 208.628 208.823 209.082 209.316 209.547 209.733 209.955 210.136 210.322 210.488 -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 -8.20 -8.20 184.827 185.558 186.290 187.021 187.753 188.484 189.216 189.947 190.679 191.410 192.142 192.873 193.604 194.336 195.067 195.799 196.530 197.262 197.993 198.725 199.456 200.188 200.919 201.651 202.382 203.114 203.837 204.510 205.103 205.514 205.846 206.140 206.498 206.818 207.079 207.283 207.471 207.660 207.848 208.036 208.224 208.413 208.601 208.789 208.977 209.165 209.354 209.542 209.751 210.082 210.434 184.991 185.722 186.454 187.185 187.917 188.648 189.380 190.111 190.843 191.574 192.306 193.037 193.768 194.500 195.231 195.963 196.694 197.426 198.157 198.889 199.620 200.352 201.083 201.815 202.546 203.278 204.001 204.674 205.287 205.842 206.338 206.775 207.154 207.474 207.735 207.939 208.127 208.316 208.504 208.692 208.880 209.069 209.257 209.445 209.633 209.821 210.010 210.198 210.386 210.574 210.762 184.857 185.588 186.320 187.051 187.783 188.514 189.246 189.977 190.709 191.440 192.172 192.903 193.634 194.366 195.097 195.829 196.560 197.292 198.023 198.755 199.486 200.218 200.949 201.681 202.411 203.139 203.878 204.674 205.435 206.143 206.798 207.382 207.792 208.124 208.391 208.595 208.783 208.972 209.160 209.348 209.536 209.725 209.913 210.101 210.289 210.477 210.666 210.854 211.022 211.066 211.090 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 6.78 6.92 7.08 7.22 7.38 7.53 7.67 7.83 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 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 3 SG_490_1917_WC C04600000000047400003 HENDRIK de WAAL 0827830011 BOTTELFONTEIN 425 REM PTN 11 SG_A2690_1924_WC C04600000000042500011 FC BESTER 0824938383 BOTTELFONTEIN 425 PTN 19 SG_3358_2007_WC C04600000000042500019 BOTTELFONTEIN 425 REM PTN 11 SG_A2690_1924_WC C04600000000042500011 FC BESTER 0824938383 BOTTELFONTEIN 425 REM PTN 2 SG_37_1871_WC C04600000000042500002 FC BESTER 0824938383 BOTTELFONTEIN 425 REM PTN 2 SG_37_1871_WC C04600000000042500002 FC BESTER 0824938383 BOTTELFONTEIN 425 REM PTN 2 SG_37_1871_WC C04600000000042500002 FC BESTER 0824938383 NRB101-17 190.911 NRB102-17 202.168 NRB104-17 212.635 NRB103-17 208.361 K29-RE1 K29-RE2 K29-RE3 K29-RE4 K29-RE5 K29-RE6 K29-RE7 K29-LN1 K29-LN2 K29-LN3 K29-LN4 K29-LN5 K29-LN6 K30-LN1 K X +3 676 000 X +3 676 000 X +3 675 800 X +3 675 800 X +3 675 600 X +3 675 600 X +3 675 400 X +3 675 400 X +3 675 200 Y +30 000 X +3 675 200 Y +30 200 Y +30 200 Y +30 000 29100 29200 29300 29400 29500 29600 29700 29800 29900 BCC10 ECC10 CUT LINE CUT LINE 30000 29000 CAMP ACCESS CAMP ACCESS CAMP ACCESS > > TYPE A SIDE DRAIN 29170 TYPE A SIDE DRAIN 29110 OPEN EARTH V-DRAIN 29580 TYPE A SIDE DRAIN 29770 29350 TYPE A SIDE DRAIN 29440 TYPE A SIDE DRAIN 29720 OPEN EARTH V-DRAIN CAMP ACCESS CAMP ACCESS 29100 29200 29300 29400 29500 29600 29700 29800 29900 BCC10 ECC10 CUT LINE CUT LINE 30000 29000 CAMP ACCESS CAMP ACCESS CAMP ACCESS > > TYPE A SIDE DRAIN 29170 TYPE A SIDE DRAIN 29110 OPEN EARTH V-DRAIN 29580 TYPE A SIDE DRAIN 29770 29350 TYPE A SIDE DRAIN 29440 TYPE A SIDE DRAIN 29720 OPEN EARTH V-DRAIN CAMP ACCESS CAMP ACCESS EXISTING 1x450 Ø PC REPLACED BY 1x600 Ø PC EXISTING 1x600 Ø PC TO BE EXTENDED EXISTING 1 x 2.0x2.0m MAJOR BC TO BE EXTENDED EXISTING 1 x 0.9x0.9m BOX CULVERT TO BE EXTENDED EXISTING 1 x 2.0x2.0m MAJOR BC TO BE EXTENDED EXISTING 1x450 Ø PC REPLACED BY 1x600 Ø PC POINT BCC10 HPI 11 ECC10 SV 29000 29100 29200 29300 29400 29500 29600 29700 29800 29900 30000 Y-Coord X-Coord N7/2 ALIGNMENT DETAILS - WGS84 Lo19° 29599.918 29792.729 29985.540 30274.705 30248.426 30222.146 30195.866 30169.586 30143.307 30117.049 30117.027 30098.389 30064.788 30095.251 30107.690 30130.471 30135.247 3676221.293 3676124.808 3676028.323 3675931.838 3675835.353 3675738.868 3675642.462 3675642.383 3675544.239 3675450.588 3675444.390 3675345.269 3675262.885 3675249.236 X Y +0 CO-ORDINATES WGS84 (Lo19°) +0 PROPOSED ROAD RESERVE POINT K29-LN1 30287.657 3676202.176 K29-LN2 30276.861 3676152.391 K29-LN3 30139.065 3675646.479 K29-LN4 30117.042 3675519.057 K29-LN5 30134.624 3675350.430 K29-LN6 30147.041 3675300.024 NRB100-17 30280.56 3676329.42 180.513 NRB101-17 30206.43 3676049.45 190.911 NRB102-17 30128.25 3675770.21 202.168 NRB103-17 30117.09 3675544.82 208.361 NRB104-17 30107.65 3675265.23 212.635 NRB105-17 30202.11 3674995.81 212.153 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 SV29.262 1x600 Ø PC SKEW=89.982° SV29.474 1x600 Ø PC SKEW=89.38° SV29.816 1x0.9x0.9 m BC SKEW=91.414° 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 SV29170 SV29350 SV29440 SV29470 SV 29 083 CAMP ACCESS SV29110 SV 29 549 CAMP ACCESS SV 29 568 CAMP ACCESS SV29770 SV29670 SV29290 SV29.248 1x2.0x2.0 m BC SKEW=89.8° 3.5m 3.7m 1.0m SURFACED SHOULDER 3.7m 1.0m SURFACED SHOULDER 3.5m SV29400 SV 29 743 CAMP ACCESS SV 29 736 CAMP ACCESS X Y +0 CO-ORDINATES WGS84 (Lo19°) +0 EXISTING ROAD RESERVE POINT K29-RE1 30233.818 3676162.683 K29-RE2 30106.771 3675694.261 K29-RE3 30080.156 3675596.145 K29-RE4 30068.812 3675507.427 K29-RE5 30071.833 3675410.568 K29-RE6 30081.078 3675351.603 K29-RE7 30094.326 3675300.515 CURVE No 10 RADIUS 640.00 TRANS IN (m) 0.00 TRANS OUT (m) 0.00 TAN. IN (m) 198.86 TAN. OUT (m) 198.86 ANGLE N7/2 CURVE DETAILS - WGS84 Lo19° 34°31'22" 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 29 000 30 000 ROADS - LAYOUTS 4397-32 V1 GENERAL ARRANGEMENT AND LONG-SECTION ROUTE 7, SECTION 2: SV 29 000 - SV 30 000 1:1000 23 27 V1 28/06/2019 ORIGINAL VERSION DM MURPHY DM MURPHY 950446 28/06/2019 32 ROOIDRAAI MOORREESBURG X Y +0 CO-ORDINATES WGS84 (Lo19°) +0 SURVEY CONTROL POINTS POINT Z C BRAND