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Rejuvenation & Beautification of Dahisar River Project

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Rejuvenation & Beautification of Dahisar River Project DAHISAR GAOTHAN 0+100 0+050 0+000 0+133 29.875 29.863 29.801 29.739 29.677 29.616 29.554 29.245 29.492 29.122 29.307 29.369 29.430 29.183 29.060 SCALE : 1:500 0+700 0+650 0+600 0+550 0+500 0+450 LEGEND - SCALE : 1:2000 DAHISAR RIVER RIVER BUFFER LINE PV - (2) NALLA SCALE: H 1:1000,V 1:200. DATUM: 25.000 EXISTING ROAD 0+132 0+000 0+100 0+050 PROPOSED SERVICE ROAD 30 Level 29 RETAINING WALL 28 27 26 25 ROAD DESIGN PROFILE NEW ROAD LEVEL 29.801 29.122 29.492 29.554 29.616 29.677 29.739 29.863 29.060 29.183 29.245 29.307 29.369 29.430 29.875 EXISTING GENERAL GROUND LEVEL 29.021 28.741 29.256 29.347 29.397 29.447 29.086 29.152 29.027 28.994 29.219 29.298 29.119 28.995 29.457 VERTICAL ALIGNMENT 0.617% HORIZONTAL ALIGNMENT STRAIGHT L =70.762 STRAIGHT L =61.253 CHAINAGE 20.000 40.000 30.000 50.000 60.000 70.000 80.000 90.000 00.000 10.000 133.000 100.000 110.000 120.000 130.000 NAME OF DRAWING PROJECT NAME NAME OF THE CLIENT NAME OF THE CONSULTANT PROPOSED SERVICE ROAD REJUVENATION & BEAUTIFICATION MUNICIPAL CORPORATION OF Tandon Urban Solutions Pvt. Ltd. PLAN & PROFILE FROM 701, HARBHAJAN, CST RD, OF DAHISAR RIVER GREATER MUMBAI VIDYANAGARI MARG, KALINA , CHAINAGE 0+00 TO 0+133 SANTACRUZ (E), MUMBAI - 400 098. FOR DAHISAR GAOTHAN TANDON Telefax : +91 22 26655335 [email protected]|www.tandonandassociates.com DRG NO SCALE DATE DRAWN BY SHEET MCGM/RR/DR/ PRP/SR/PP/01 AS SHOWN 10-11-2019 Tejas.K 1 LEGEND - EXISTING ROAD NALLA RIVER BUFFER LINE DAHISAR RIVER ROAD DESIGN PROFILE RETAINING WALL PROPOSED SERVICE ROAD FOR INDIRA NAGAR PLAN & PROFILE FROM PROPOSED SERVICE ROAD CHAINAGE 0+00 TO 0+256 0+000 NAME OF DRAWING 2+500 0+050 SCALE : 1:1000 0+100 0+132 32.785 32.891 0+000 2+550 32.998 33.105 33.211 HORIZONTAL ALIGNMENT NEW ROAD LEVEL EXISTING GENERAL GROUND LEVEL CHAINAGE VERTICAL ALIGNMENT 33.318 0+050 REJUVENATION & BEAUTIFICATION 33.424 2+600 33.531 OF DAHISAR RIVER PROJECT NAME 33.638 33.744 Level 33.851 STRAIGHT L =25.365 GRADIENT BREAK CH = 0+00.00 0+100 35 30 33 34 36 37 38 39 40 32 31 00.000 32.785 32.587 LEVEL = 32.785 2+650 33.957 10.000 32.891 32.719 20.000 32.998 32.850 34.064 30.000 33.105 32.897 40.000 STRAIGHT L =78.510 33.211 32.919 34.183 50.000 1.066% 33.318 32.941 1.07% 60.000 33.424 32.963 34.355 70.000 33.531 32.985 0+150 SCALE: H 1:1000,V 1:200. DATUM: 30.000 80.000 33.638 33.035 2+700 34.583 90.000 33.744 33.091 STRAIGHT L =43.453 MUNICIPAL CORPORATION OF 100.000 33.851 33.147 34.869 110.000 33.957 33.174 PV - (3) NAME OF THE CLIENT 120.000 34.064 33.183 35.199 GREATER MUMBAI L =40.000 130.000 34.183 33.249 40.000VC 140.000 34.355 33.321 35.532 150.000 STRAIGHT L =56.738 34.583 33.400 160.000 34.869 33.495 35.865 170.000 35.199 33.591 0+200 180.000 35.532 33.686 2+750 36.199 190.000 35.865 33.747 3.334% 200.000 36.199 33.735 3.33% STRAIGHT L =48.780 36.532 210.000 36.532 33.721 220.000 36.865 34.008 36.865 230.000 37.199 35.211 240.000 37.532 36.414 37.199 250.000 37.865 37.618 GRADIENT BREAK CH = 2+52.85 256.000 37.960 37.960 LEVEL = 37.960 MCGM/RR/DR/ PRP/SR/PP/02 [email protected]|www.tandonandassociates.com 37.532 0+250 37.865 0+256 DRG NO 2+800 37.960 TANDON NAME OF THE CONSULTANT Tandon Urban Solutions Pvt. Ltd. SANTACRUZ (E), MUMBAI - 400 098. 701, HARBHAJAN, CST RD, VIDYANAGARI MARG, KALINA , Telefax : +91 22 26655335 AS SHOWN SCALE 10-11-2019 DATE 2+850 SCALE : 1:2000 DRAWN BY Tejas.K SHEET 2 LEGEND - EXISTING ROAD NALLA RIVER BUFFER LINE DAHISAR RIVER ROAD DESIGN PROFILE RETAINING WALL PROPOSED SERVICE ROAD SCALE : 1:1000 FOR LEOPROSY COLONY, NEAR RAILWAY CROSSING PLAN & PROFILE FROM PROPOSED SERVICE ROAD CHAINAGE 0+00 TO 0+214 0+000 NAME OF DRAWING 0+050 0+100 2+850 0+132 0+050 2+900 36.405 0+000 36.516 36.627 Horizontal Geometry NEW ROAD LEVEL EXISTING GENERAL GROUND LEVEL CHAINAGE VERTICAL ALIGNMENT REJUVENATION & BEAUTIFICATION 2+950 36.738 OF DAHISAR RIVER 36.849 0+050 PROJECT NAME 36.960 Level 37.071 L =2.508 35 36 37 38 39 40 37.182 00.000 36.405 36.228 R: 40.071 L: 23.528 10.000 36.516 36.157 3+000 37.293 20.000 36.627 35.895 30.000 L =34.948 36.738 35.950 40.000 36.849 36.001 37.404 0+100 50.000 36.960 36.053 60.000 37.071 36.606 SCALE: H 1:1000,V 1:200. DATUM: 35.000 R: 90.000 L: 26.680 37.515 70.000 37.182 37.355 80.000 37.293 37.354 37.626 MUNICIPAL CORPORATION OF 90.000 L =29.027 37.404 37.366 PV - (4) 100.000 1.110% 37.515 37.382 NAME OF THE CLIENT 37.737 110.000 37.626 37.398 R: 150.000 L: 19.261 GREATER MUMBAI 120.000 37.737 37.413 3+050 130.000 L =9.022 37.848 37.423 37.848 140.000 37.959 37.424 150.000 38.070 36.902 R: 39.497 L: 38.770 37.959 160.000 38.181 36.945 170.000 38.292 37.078 0+150 180.000 38.404 37.448 38.070 L =30.165 190.000 38.515 37.892 200.000 38.626 38.333 38.181 210.000 38.737 38.490 214.000 38.780 38.752 38.292 38.404 3+100 MCGM/RR/DR/ PRP/SR/PP/03 [email protected]|www.tandonandassociates.com 38.515 DRG NO 38.626 TANDON NAME OF THE CONSULTANT 38.737 0+200 38.780 Tandon Urban Solutions Pvt. Ltd. SANTACRUZ (E), MUMBAI - 400 098. 701, HARBHAJAN, CST RD, VIDYANAGARI MARG, KALINA , Telefax : +91 22 26655335 0+214 AS SHOWN SCALE 10-11-2019 DATE SCALE : 1:2000 DRAWN BY Tejas.K SHEET 3 LEGEND - EXISTING ROAD NALLA RIVER BUFFER LINE DAHISAR RIVER ROAD DESIGN PROFILE RETAINING WALL PROPOSED SERVICE ROAD HANUMAN NAGAR, FOR SANJAY NAGAR, DAULAT NAGAR PLAN & PROFILE FROM PROPOSED SERVICE ROAD CHAINAGE 0+00 TO 0+228 0+000 NAME OF DRAWING 0+050 SCALE : 1:1000 0+100 35.300 0+132 35.408 35.515 35.623 35.730 0+000 35.838 35.945 0+050 REJUVENATION & BEAUTIFICATION Horizontal Geometry EXISTING GENERAL GROUND LEVEL NEW ROAD LEVEL CHAINAGE VERTICAL ALIGNMENT 2+900 36.053 OF DAHISAR RIVER 36.160 PROJECT NAME 36.268 36.375 0+100 2+950 Level L =5.509 35 GRADIENT36 37 38 39 40 BREAK CH = 0+00.00 36.483 00.000 35.300 35.230 LEVEL = 35.300 10.000 35.408 35.348 36.590 20.000 35.515 35.356 R: 70.191 L: 62.431 30.000 35.623 35.201 36.698 40.000 35.730 35.391 50.000 35.838 35.576 36.805 0+150 1.075% L =8.178 1.08% 60.000 35.945 35.751 SCALE: H 1:1000,V 1:200. DATUM: 35.000 70.000 36.053 35.953 3+000 80.000 36.160 36.158 36.937 MUNICIPAL CORPORATION OF 90.000 36.268 36.274 R: 150.000 L: 62.688 37.115 100.000 36.375 36.390 PV - (6) NAME OF THE CLIENT 110.000 36.483 36.506 GREATER MUMBAI 120.000 36.590 36.597 37.339 130.000 36.698 36.657 140.000 36.805 36.685 37.608 L =40.000 40.000VC 150.000 L =48.803 36.937 36.702 0+200 160.000 37.115 36.718 37.899 170.000 37.339 36.734 38.190 3+050 180.000 37.608 36.750 38.481 190.000 2.908% 37.899 36.800 2.91% R: 13.844 L: 19.235 200.000 38.190 37.051 38.772 38.850 210.000 38.481 37.486 GRADIENT BREAK CH = 2+22.69 220.000 38.772 38.497 228.000 38.850 38.797 LEVEL = 38.850 0+228 MCGM/RR/DR/ PRP/SR/PP/04 [email protected]|www.tandonandassociates.com DRG NO 3+100 TANDON NAME OF THE CONSULTANT Tandon Urban Solutions Pvt. Ltd. SANTACRUZ (E), MUMBAI - 400 098. 701, HARBHAJAN, CST RD, VIDYANAGARI MARG, KALINA , Telefax : +91 22 26655335 AS SHOWN SCALE 10-11-2019 DATE SCALE : 1:2000 DRAWN BY Tejas.K SHEET 4 0+214 LEGEND - EXISTING ROAD NALLA RIVER BUFFER LINE DAHISAR RIVER ROAD DESIGN PROFILE RETAINING WALL PROPOSED SERVICE ROAD 38.737 38.780 SCALE : 1:1000 0+000 38.810 PLAN & PROFILE FROM PROPOSED SERVICE ROAD CHAINAGE 0+00 TO 0+334 AMBAWADI.
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