Tracé conduite quartier jouadra.xls

APage 1

Collecteur : A OKN piquet Dist.Part ( Dist.Cum ( Cote TN Cote Rad. Cote Rad.ACotes tamp N regards Diamtre (

1 0.00 0.00 512.96 511.76 511.76 512.96 R1 0.3152 15.92 15.92 513.10 511.71 511.71 513.10 0.3153 18.54 34.47 513.21 511.66 511.66 513.21 0.3154 5.53 40.00 513.24 511.64 511.64 513.24 R2 0.3155 10.85 50.85 513.31 511.61 511.61 513.31 0.3156 23.38 74.23 513.94 511.54 511.54 513.94 0.3157 8.72 82.95 514.15 511.51 511.51 514.15 R3 0.3158 17.48 100.43 514.31 511.46 511.46 514.31 0.3159 30.79 131.22 514.03 511.37 511.37 514.03 R4 0.315

10 26.90 158.12 513.97 511.29 511.29 513.97 0.31511 13.10 171.22 513.99 511.25 511.25 513.99 R5 0.31512 15.30 186.52 514.02 511.20 511.20 514.02 0.31513 24.70 211.22 514.07 511.13 511.13 514.07 R6 0.31514 10.29 221.50 514.09 511.10 511.10 514.09 0.31515 36.38 257.89 514.05 510.99 510.99 514.05 R7 0.31516 16.64 274.53 513.94 510.94 510.94 513.94 0.31517 24.64 299.17 513.68 510.86 510.86 513.68 R8 0.31518 27.79 326.97 513.40 510.78 510.78 513.40 R9 0.31519 7.39 334.36 513.32 510.76 510.76 513.32 0.31520 20.40 354.76 513.11 510.70 510.70 513.11 R10 0.31521 13.08 367.84 512.79 510.66 510.66 512.79 0.31522 14.32 382.16 512.50 510.61 510.61 512.50 0.31523 10.09 392.25 512.38 510.58 510.58 512.38 R11 0.31524 14.20 406.45 512.14 510.54 510.54 512.14 R12 0.31525 31.13 437.58 512.26 510.45 510.45 512.26 R13 0.315

APage 2

Type de canalisation Pentes Commentaire Cote Rad Diam.Arr Dbit (l/s) N PiquetPVC Srie 1PVC Srie 1 -0.0030PVC Srie 1 -0.0030PVC Srie 1 -0.0030 0.00 bPVC Srie 1 -0.0030PVC Srie 1 -0.0030PVC Srie 1 -0.0030 Int A-1 512.76PVC Srie 1 -0.0030PVC Srie 1 -0.0030 Int A-2 511.99PVC Srie 1 -0.0030PVC Srie 1 -0.0030 0.00 bPVC Srie 1 -0.0030PVC Srie 1 -0.0030 0.00 bPVC Srie 1 -0.0030PVC Srie 1 -0.0030PVC Srie 1 -0.0030PVC Srie 1 -0.0030PVC Srie 1 -0.0030 0.00 bPVC Srie 1 -0.0030PVC Srie 1 -0.0030PVC Srie 1 -0.0030PVC Srie 1 -0.0030PVC Srie 1 -0.0030 Int A-3 510.83PVC Srie 1 -0.0030PVC Srie 1 -0.0030

APage 3

X Y Z Angle (grd)824216.09 462050.88824229.57 462059.36824245.51 462068.85824250.25 462071.75824259.48 462077.39824279.44 462089.55824286.95 462093.99824280.60 462110.28824268.33 462138.51824257.43 462163.11824252.19 462175.22824246.11 462189.16824236.63 462212.00824232.71 462221.47824217.93 462254.72824211.16 462269.92824200.95 462292.35824189.44 462317.63824186.38 462324.38824177.76 462342.87824167.14 462335.22824155.28 462327.21824147.18 462321.18824138.96 462332.75824150.12 462361.81

A-1

Page 4

Collecteur : A-1 OKN piquet Dist.Part ( Dist.Cum ( Cote TN Cote Rad. Cote Rad.ACotes tamp N regards Diamtre (

1 0.00 0.00 514.05 512.85 512.85 514.05 R1 0.3152 19.21 19.21 514.10 512.80 512.80 514.10 0.3153 12.93 32.14 514.15 512.76 512.76 514.15 R3 0.315

A-1

Page 5

Type de canalisation Pentes Commentaire Cote Rad Diam.Arr Dbit (l/s) N Piquet XPVC Srie 1 824299.01PVC Srie 1 -0.0030 824291.89PVC Srie 1 -0.0030 Int A 824286.95

A-1

Page 6

Y Z Angle (grd)462064.20462082.04462093.99

A-2

Page 7


1 0.00 0.00 513.88 512.68 512.68 513.88 R1 0.3152 38.01 38.01 514.00 512.56 512.56 514.00 R2 0.3153 35.85 73.86 514.15 512.46 512.46 514.15 R3 0.3154 40.00 113.86 514.31 512.34 512.34 514.31 R4 0.3155 23.63 137.49 514.41 512.27 512.27 514.41 0.3156 16.37 153.86 514.35 512.22 512.22 514.35 R5 0.3157 40.94 194.80 514.20 512.09 512.09 514.20 R6 0.3158 34.01 228.81 514.03 511.99 511.99 514.03 R4 0.315

A-2

Page 8

Type de canalisation Pentes Commentaire Cote Rad Diam.Arr Dbit (l/s) N Piquet XPVC Srie 1 824069.57PVC Srie 1 -0.0030 824103.57PVC Srie 1 -0.0030 824134.57PVC Srie 1 -0.0030 0.00 b 824169.13PVC Srie 1 -0.0030 824189.57PVC Srie 1 -0.0030 0.00 b 824203.88PVC Srie 1 -0.0030 824239.57PVC Srie 1 -0.0030 Int A 824268.33

A-2

Page 9

Y Z Angle (grd)462025.36462042.36462060.36462080.44462092.36462100.34462120.36462138.51

A-3

Page 10


1 0.00 0.00 515.34 514.14 514.14 515.34 R1 0.3152 13.24 13.24 515.58 514.10 514.10 515.58 0.3153 18.19 31.43 515.71 514.05 514.05 515.71 0.3154 8.57 40.00 515.54 514.02 514.02 515.54 R2 0.3155 25.66 65.66 515.02 513.68 513.68 515.02 0.3156 21.08 86.74 514.76 513.41 513.41 514.76 R3 0.3157 28.67 115.41 514.67 513.03 513.03 514.67 R4 0.3158 14.49 129.89 514.72 512.84 512.84 514.72 R5 0.3159 20.62 150.51 514.41 512.57 512.57 514.41 0.315

10 17.20 167.71 514.02 512.34 512.34 514.02 R6 0.31511 28.43 196.14 513.35 511.97 511.97 513.35 0.31512 11.57 207.71 513.18 511.82 511.82 513.18 R7 0.31513 12.63 220.35 513.00 511.65 511.65 513.00 0.31514 14.34 234.69 512.82 511.46 511.46 512.82 R8 0.31515 8.47 243.15 512.71 511.35 511.35 512.71 0.31516 18.51 261.66 512.48 511.11 511.11 512.48 R9 0.31517 22.90 284.56 512.20 511.04 511.04 512.20 0.31518 17.10 301.66 512.15 510.99 510.99 512.15 R10 0.31519 14.02 315.68 512.11 510.95 510.95 512.11 0.31520 16.81 332.49 512.22 510.90 510.90 512.22 R11 0.31521 21.09 353.59 512.38 510.83 510.83 512.38 R11 0.315

A-3

Page 11

Type de canalisation Pentes Commentaire Cote Rad Diam.Arr Dbit (l/s) N Piquet XPVC Srie 1 824034.17PVC Srie 1 -0.0030 824027.75PVC Srie 1 -0.0030 824018.78PVC Srie 1 -0.0030 0.00 b 824014.63PVC Srie 1 -0.0131 824002.30PVC Srie 1 -0.0131 823991.91PVC Srie 1 -0.0131 823975.24PVC Srie 1 -0.0131 823969.57PVC Srie 1 -0.0131 823985.57PVC Srie 1 -0.0131 823999.57PVC Srie 1 -0.0131 824021.57PVC Srie 1 -0.0131 0.00 b 824030.63PVC Srie 1 -0.0131 824040.57PVC Srie 1 -0.0131 0.00 b 824051.88PVC Srie 1 -0.0131 824058.58PVC Srie 1 -0.0131 Int A-3-1 511.30 824073.08PVC Srie 1 -0.0030 824091.57PVC Srie 1 -0.0030 0.00 b 824105.50PVC Srie 1 -0.0030 824116.96PVC Srie 1 -0.0030 Int A-3-2 511.02 824130.84PVC Srie 1 -0.0030 Int A 824147.18

A-3

Page 12

Y Z Angle (grd)462072.95462084.53462100.36462107.88462130.36462148.70462172.03462185.36462198.36462208.36462226.36462233.50462241.36462250.16462255.35462266.86462280.36462290.22462298.36462307.85462321.18

A-3-1

Page 13

Collecteur : A-3-1 OKN piquet Dist.Part ( Dist.Cum ( Cote TN Cote Rad. Cote Rad.ACotes tamp N regards Diamtre (

1 0.00 0.00 515.06 513.86 513.86 515.06 R1 0.3152 30.02 30.02 514.88 513.61 513.61 514.88 0.3153 9.98 40.00 514.80 513.52 513.52 514.80 R2 0.3154 18.32 58.32 514.63 513.37 513.37 514.63 0.3155 16.64 74.96 514.43 513.23 513.23 514.43 R3 0.3156 26.79 101.74 514.03 512.80 512.80 514.03 R4 0.3157 23.85 125.60 513.63 512.43 512.43 513.63 R5 0.3158 31.77 157.37 513.05 511.86 511.86 513.05 R6 0.3159 3.06 160.43 513.00 511.81 511.81 513.00 0.315

10 28.71 189.14 512.48 511.30 511.30 512.48 R9 0.315

A-3-1

Page 14

Type de canalisation Pentes Commentaire Cote Rad Diam.Arr Dbit (l/s) N Piquet XPVC Srie 1 824175.57PVC Srie 1 -0.0084 824160.57PVC Srie 1 -0.0084 0.00 b 824155.25PVC Srie 1 -0.0084 824145.57PVC Srie 1 -0.0084 Int A-3-1-1 513.23 824137.14PVC Srie 1 -0.0159 824124.57PVC Srie 1 -0.0159 Int A-3-1-2 512.40 824111.57PVC Srie 1 -0.0177 0.00 b 824091.50PVC Srie 1 -0.0177 824089.57PVC Srie 1 -0.0177 Int A-3 824073.08

A-3-1

Page 15

Y Z Angle (grd)462108.36462134.36462142.84462158.36462172.70462196.36462216.36462240.97462243.36462266.86

A-3-1-1

Page 16

Collecteur : A-3-1-1 OKN piquet Dist.Part ( Dist.Cum ( Cote TN Cote Rad. Cote Rad.ACotes tamp N regards Diamtre (

1 0.00 0.00 515.46 514.26 514.26 515.46 R1 0.3152 32.76 32.76 515.11 513.88 513.88 515.11 0.3153 7.24 40.00 515.03 513.80 513.80 515.03 R2 0.3154 24.52 64.52 514.74 513.52 513.52 514.74 0.3155 24.85 89.37 514.43 513.23 513.23 514.43 R3 0.315

A-3-1-1

Page 17

Type de canalisation Pentes Commentaire Cote Rad Diam.Arr Dbit (l/s) N Piquet XPVC Srie 1 824059.57PVC Srie 1 -0.0115 824087.57PVC Srie 1 -0.0115 0.00 b 824093.94PVC Srie 1 -0.0115 824115.57PVC Srie 1 -0.0115 Int A-3-1 824137.14

A-3-1-1

Page 18

Y Z Angle (grd)462128.36462145.36462148.75462160.36462172.70

A-3-1-2

Page 19

Collecteur : A-3-1-2 OKN piquet Dist.Part ( Dist.Cum ( Cote TN Cote Rad. Cote Rad.ACotes tamp N regards Diamtre (

1 0.00 0.00 514.72 513.52 513.52 514.72 R1 0.3152 32.25 32.25 514.41 513.20 513.20 514.41 0.3153 7.75 40.00 514.33 513.12 513.12 514.33 R2 0.3154 32.56 72.56 514.00 512.80 512.80 514.00 0.3155 7.44 80.00 513.93 512.73 512.73 513.93 R3 0.3156 17.62 97.62 513.76 512.56 512.56 513.76 0.3157 16.12 113.74 513.63 512.40 512.40 513.63 R5 0.315

A-3-1-2

Page 20

Type de canalisation Pentes Commentaire Cote Rad Diam.Arr Dbit (l/s) N Piquet XPVC Srie 1 824012.57PVC Srie 1 -0.0098 824040.57PVC Srie 1 -0.0098 0.00 b 824047.31PVC Srie 1 -0.0098 824075.57PVC Srie 1 -0.0098 0.00 b 824082.13PVC Srie 1 -0.0098 824097.57PVC Srie 1 -0.0098 Int A-3-1 824111.57

A-3-1-2

Page 21

Y Z Angle (grd)462160.36462176.36462180.19462196.36462199.94462208.36462216.36

A-3-2

Page 22

Collecteur : A-3-2 OKN piquet Dist.Part ( Dist.Cum ( Cote TN Cote Rad. Cote Rad.ACotes tamp N regards Diamtre (

1 0.00 0.00 513.39 512.19 512.19 513.39 R1 0.3152 18.88 18.88 513.10 511.87 511.87 513.10 0.3153 15.22 34.11 512.83 511.61 511.61 512.83 R2 0.3154 4.65 38.76 512.75 511.53 511.53 512.75 0.3155 18.36 57.12 512.42 511.21 511.21 512.42 0.3156 11.09 68.21 512.22 511.02 511.02 512.22 R11 0.315

A-3-2

Page 23

Type de canalisation Pentes Commentaire Cote Rad Diam.Arr Dbit (l/s) N Piquet XPVC Srie 1 824164.18PVC Srie 1 -0.0171 824155.05PVC Srie 1 -0.0171 0.00 b 824147.81PVC Srie 1 -0.0171 824145.57PVC Srie 1 -0.0171 824136.57PVC Srie 1 -0.0171 Int A-3 824130.84

A-3-2

Page 24

Y Z Angle (grd)462248.36462264.89462278.22462282.36462298.36462307.85

AA-1A-2A-3A-3-1A-3-1-1A-3-1-2A-3-2

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Tracé conduite quartier jouadra.xls