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• ParqueArauco S.A. •
ANEXOS
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~ ParqueArauco S.A.
PROYECTO CALLE 138
ALINEAMIENTO EN PLANTA - CALLE 138
User Name: UsuarioProject: SPI301- PROYECTO LA COLINA - CALLE 138SubProject: DG COLINA, 001
Date: 02-17-15Time: 10:10:51Page: 1
R O A D C A L C - Centerline================================================================================PI # STATION NORTHING EASTING ANGLE Distance
BOP 0+000.000 114775.056 100967.245 NA288.5930 71.9221 0+071.922 114798.462 100899.238 NA288.5015 30.2672 0+102.189 114808.235 100870.592 NA288.3256 79.6843 0+181. 873 114833.583 100795.047 NA289.0303 81.136
·4 0+263.009 114860.067 100718.355 NA287.0630 94.5125 0+357.521 114887.870 100628.025 NA289.2747 54.7276 0+412.246 114906.105 100576.425 NA291.3628 71.9817 0+484.224 114932.613 100509.502 NA288.2649 60.481EOP 0+544.694 114951.751 100452.128
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Date: 02-17-15Time: 10:10:51Page: 1
R o A D c A L c - c u R V E s A N D s u p E R E L E V A T I o N================================================================================CURVE # 5CURVE DATA
I = 2.2116 RIGHT
CIRCULAR SPIRAL IN SPIRAL OUT
Is = 0.0000 Is = 0.0000L = 0.000 L = 0.000X = 0.000 X = 0.000y = 0.000 y = 0.000p = 0.000 p = 0.000K = 0.000 K = 0.000LT = 0.000 LT = 0.000ST = 0.000 ST = 0.000Ts = 0.000 Ts = 0.000
Ic = 2.2116Da = 1.0845De = 1.0845T = 10.275R = 500.000L = 20.547c = 20.546E = 0.106M = 0.106
STATIONS AND COORDINATES
STATION NORTHING EASTING
PCPIPTRP
0+347.2460+357.5210+367.793N/A
114884.848114887.870114891.294115362.723
100637.845100628.025100618.337100784.936
SUPERELEVATION DATA
MSE = 0.0000TYPE: 1 - CenterHIGH SIDE ROLLOVER: 8.0000SUPER ELEVATION TRANSITION LENGTH: 70.000
IN OUT
TR = 0.000X = 0.000y = 0.000SR = 0.000
TR = 0.000X = 0.000y = 0.000SR = 0.000
BSPXpyBMSEMSpy
STATION0+000.0000+000.0000+000.0000+000.0000+000.0000+000.000
NORTHING114775.056114775.056114775.056114775.056114775.056114775.056
EASTING100967.245100967.245100967.245100967.245100967.245100967.245
ANEXOS - DISEÑO GEOMÉTRICOVersión 1. Página 3 de 30
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R o A D c A L c - c u R V E s A N D s u p E R E L E V A T I o N================================================================================CURVE # 5CURVE DATA
I = 2.2116 RIGHT
PXES
0+000.0000+000.000
114775.056114775.056
100967.245100967.245
ANEXOS - DISEÑO GEOMÉTRICOVersión 1. Página 4 de 30
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User Name: UsuarioProjeet:
Date: 02-17-15Time: 10:10:51Page: 1
R o A D c A L c - c u R V E s A N D s u p E R E L E V A T I o N================================================================================CURVE # 6CURVE DATA
I = 2.0842 RIGHT
CIRCULAR
le = 2.0842Da = 0.4258De = 0.4258T = 14.976R = 800.000L = 29.948c = 29.946E = 0.140M = 0.140
SPIRAL IN SPIRAL OUT
Is = 0.0000 Is = 0.0000L = 0.000 L = 0.000X = 0.000 X = 0.000y = 0.000 y = 0.000p = 0.000 p = 0.000K = 0.000 K = 0.000LT = 0.000 LT = 0.000ST = 0.000 ST = 0.000Ts = 0.000 Ts = 0.000
STATIONS AND COORDINATES
STATION NORTHING EASTING
PCPIPTRP
0+397.2700+412.2460+427.218N/A
114901.116114906.105114911.620115655.401
100590.545100576.425100562.502100857.103
SUPERELEVATION DATA
MSE = 0.0000TYPE: 1 - CenterHIGH SIDE ROLLOVER: 8.0000SUPER ELEVATION TRANSITION LENGTH: 70.000
IN OUT
TR = 0.000X = 0.000y = 0.000SR = 0.000
TR = 0.000X = 0.000y = 0.000SR = 0.000
STATION NORTHING EASTINGBS 0+000.000 114775.056 100967.245PX 0+000.000 114775.056 100967.245py 0+000.000 114775.056 100967.245BMS 0+000.000 114775.056 100967.245EMS 0+000.000 114775.056 100967.245PY 0+000.000 114775.056 100967.245
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Date: 02-17-15Time: 10:10:51Page: 2
R o A D c A L c - c u R V E s A N D s u p E R E L E V A T I o N================================================================================CURVE # 6CURVE DATA
I = 2.0842 RIGHT
PXES
0+000.0000+000.000
114775.056114775.056
100967.245100967.245
/~~ANEXOS - DISEÑO GEOMÉTRICO
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R o A D c A L c - c u R V E s A N D s u p E R E L E V A T I o N================================================================================CURVE # 7CURVE DATA
I = 3.0939 LEFT
CIRCULAR SPIRAL IN SPIRAL OUT
Is = 0.0000 Is = 0.0000L = 0.000 L = 0.000X = 0.000 X = 0.000y = 0.000 y = 0.000p = 0.000 p = 0.000K = 0.000 K = 0.000LT = 0.000 LT = 0.000ST = 0.000 ST = 0.000Ts = 0.000 Ts = 0.000
le = 3.0939Da = 0.4258De = 0.4258T = 22.073R = 800.000L = 44.135c = 44.130E = 0.304M = 0.304
STATIONS ANO COORDINATES
STATION NORTHING EASTING
114924.484 100530.024114932.613 100509.502114939.597 100488.563114180.703 100235.423
PCPIPTRP
0+462.1510+484.2240+506.286N/A
SUPERELEVATION DATA
MSE = 0.0000TYPE: 1 - CenterHIGH SIDE ROLLOVER: 8.0000SUPER ELEVATION TRANSITION LENGTH: 70.000
IN OUT
TR = 0.000X = 0.000y = 0.000SR = 0.000
TR = 0.000X = 0.000y = 0.000SR = 0.000
BSPXpyBMSEMSpy
STATION0+000.0000+000.0000+000.0000+000.0000+000.0000+000.000
NORTHING114775.056114775.056114775.056114775.056114775.056114775.056
EASTING100967.245100967.245100967.245100967.245100967.245100967.245
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ANEXOS - DISEÑO GEOMÉTRICOVersión 1. Página 7 de 30
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Date: 02-17-15Time: 10:10:51Page: 2
R o A D c A L c C U R V E S A N D S U P E R E L E V A T I O N================================================================================CURVE # 7CURVE DATA
I = 3.0939 LEFT
PXES
0+000.0000+000.000
114775.056114775.056
100967.245100967.245
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Versión 1. Página 8 de 30
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ALINEAMIENTO EN PERFIL - CALLE 138
User Name: UsuarioProject: SPI301- PROYECTO LA COLINA - CALLE 138SubProject: DG COLINA 001
Date: 02-17-15Time: 10:11:14Page: 1
R o A D c A L c -Centerline================================================================================VERT. STATION Elevation GRADE (%SLOPE) DISTANCE
BOP 0.000 2558.297 0.60 58.0001 58.000 2558.645 0.32 123.0002 181.000 2559.035 0.70 80.0003 261.000 2559.595 0.30 58.0004 319.000 2559.769 1.00 100.0005 419.000 2560.769 1.40 62.0006 481.000 2561.637 2.00 63.699EOP 544.699 2562.911
R o A D c A L c -Centerline================================================================================
R o A D c A L c- V E R T I c A L c u R V E D A T A================================================================================CURVE NUMBER 1 CREST
V E R T I c A L c u R V E D A T A
L = 40.000K = 141.379E = -0.014
STATIONS AND ELEVATIONS
VPCVPIVPT
STATION38.00058.00078.000
ELEVATION ON CURVE2558.5252558.6312558.708
ELEVATION ON TANGENT
2558.645
HIGH POINTPASS-THROUGH POINT
78.00058.000
2558.7082558.631
SIGHT DISTANCE
STOPPINGPASSING
734.4071691.391
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ANEXOS - DISEÑO GEOMÉTRICOVersión 1. Página 9 de 30
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User Name: UsuarioProject: SPI301- PROYECTO LA COLINA - CALLE 138SubProject: DG COLINA 001
Date: 02-17-15Time: 10:11:14Page: 2
R o A D c A L c -Centerline================================================================================
R o A D c A L C- V E R T I c A L c u R V E D A T A================================================================================CURVE NUMBER 2 SAG
V E R T I c A L c u R V E D A T A
L = 40.000K = 104.459E = 0.019
STATIONS ANO ELEVATIONS
VPCVPIVPT
STATION161.000181.000201.000
ELEVATION ON CURVE2558.9712559.0542559.175
ELEVATION ON TANGENT
2559.035
LOW POINTPASS-THROUGH POINT
161.000181.000
2558.9712559.054
SIGHT DISTANCE
HEADLIGHT = 396.297
CURVE NUMBER 3 CREST
V E R T I c A L c u R V E D A T A
L = 20.000K = 50.000E = -0.010
STATIONS ANO ELEVATIONS
VPCVPIVPT
STATION251.000261.000271.000
ELEVATION ON CURVE2559.5252559.5852559.625
ELEVATION ON TANGENT
2559.595
HIGH POINTPASS-THROUGH POINT
271.000261.000
2559.6252559.585
SIGHT DISTANCE
STOPPINGPASSING
515.3121192.203
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µ;Q.J~ANEXOS - DISEÑO GEOMÉTRICO
Versión 1. Página 10 de 30
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Date: 02-17-15Time: 10:11:14Page: 3
R o A D c A L c -Centerline================================================================================
R o A D c A L c- V E R T I c A L c u R V E D A T A================================================================================CURVE NUMBER 4 SAG
V E R T I c A L c u R V E D A T A
L = 40.000K = 57.143E = 0.035
STATIONS AND ELEVATIONS
VPCVPIVPT
STATION299.000319.000339.000
ELEVATION ON CURVE2559.7092559.8042559.969
ELEVATION ON TANGENT
2559.769
LOW POINTPASS-THROUGH POINT
299.000316.143
2559.7092559.786
SIGHT DISTANCE
HEADLIGHT = 229.381
CURVE NUMBER 6 SAG
V E R T I c A L c u R V E D A T A
L = 40.000K = 66.583E = 0.030
STATIONS AND ELEVATIONS
VPCVPIVPT
STATION461.000481.000501.000
ELEVATION ON CURVE2561.3572561.6672562.037
ELEVATION ON TANGENT
2561.637
LOW POINTPASS-THROUGH POINT
461.000481.000
2561.3572561.667
SIGHT DISTANCE
/!
1 .. ~ANEXOS - DISEÑO GEOMÉTRICO
Versión 1. Página 11 de 30
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User Name: UsuarioProject: SPI301- PROYECTO LA COLINA - CALLE 138SubProject: DG COLINA 001
Date: 02-17-15Time: 10:11:14Page: 4
R o A D c A L c -Centerline================================================================================
R o A D c A L C- V E R T I c A L c u R V E D A T A================================================================================HEADLIGHT = 262.839
ANEXOS - DISEÑO GEOMÉTRICOVersión 1. Página 12 de 30
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CARTERA DE REPLANTEO DEL EJE - CALLE 138
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User Name: Usuario Date: 02-17-15Project: SPI301- PROYECTO LA COLINA - CALLE 138 Time: 10:15:26SubProject: Ajuste DG Colina-Octubre 2014, 002 Page: 1
Station and Coordinates================================================================================Alignment: Centerline Profile: CenterlineLabel Station Offset Northing Easting Elevation
--------------------------------------------------------------------------------BOP 0+000.000 0.000 114775.056 100967.245 N/A
0+005.000 0.000 114776.684 100962.517 N/A0+010.000 0.000 114778.311 100957.789 N/A0+015.000 0.000 114779.938 100953.061 N/A0+020.000 0.000 114781.565 100948.334 N/A0+025.000 0.000 114783.192 100943.606 N/A0+030.000 0.000 114784.819 100938.878 N/A0+035.000 0.000 114786.446 100934.150 N/A0+040.000 0.000 114788.074 100929.422 N/A0+045.000 0.000 114789.701 100924.694 N/A0+050.000 0.000 114791.328 100919.967 N/A0+055.000 0.000 114792.955 100915.239 N/A0+060.000 0.000 114794.582 100910.511 N/A0+065.000 0.000 114796.209 100905.783 N/A0+070.000 0.000 114797.836 100901.055 N/A
PI 0+071.922 0.000 114798.462 100899.238 N/A0+075.000 0.000 114799.456 100896.325 N/A0+080.000 0.000 114801.070 100891.593 N/A0+085.000 0.000 114802.685 100886.860 N/A0+090.000 0.000 114804.299 100882.128 N/A0+095.000 0.000 114805.914 100877.396 N/A0+100.000 0.000 114807.528 100872.664 N/A
PI 0+102.189 0.000 114808.235 100870.592 N/A0+105.000 0.000 114809.129 100867.927 N/A0+110.000 0.000 114810.720 100863.187 N/A0+115.000 0.000 114812.310 100858.447 N/A0+120.000 0.000 114813.901 100853.706 N/A0+125.000 0.000 114815.491 100848.966 N/A0+130.000 0.000 114817.082 100844.226 N/A0+135.000 0.000 114818.672 100839.486 N/A0+140.000 0.000 114820.263 100834.745 N/A0+145.000 0.000 114821.853 100830.005 N/A0+150.000 0.000 114823.444 100825.265 N/A0+155.000 0.000 114825.035 100820.524 N/A0+160.000 0.000 114826.625 100815.784 N/A0+165.000 0.000 114828.216 100811.044 N/A0+170.000 0.000 114829.806 100806.304 N/A0+175.000 0.000 114831.397 100801.563 N/A0+180.000 0.000 114832.987 100796.823 N/A
PI 0+181. 873 0.000 114833.583 100795.047 N/A0+185.000 0.000 114834.604 100792.092 N/A0+190.000 0.000 114836.236 100787.366 N/A
/i ANEXOS - DISEÑO GEOMÉTRICO,.,~ Versión 1. Página 13 de 30
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@ParqueArauco S.A. ••User Name: Usuario Date: 02-17-15Project: SPI301- PROYECTO LA COLINA - CALLE 138 Time: 10:15:26SubProject: Ajuste DG Colina-Octubre 2014, 002 Page: 2
Station and Coordinates================================================================================
0+195.000 0.000 114837.868 100782.639 N/A0+200.000 0.000 114839.500 100777.913 N/A0+205.000 0.000 114841.132 100773.187 N/A0+210.000 0.000 114842.764 100768.461 N/A0+215.000 0.000 114844.396 100763.735 N/A0+220.000 0.000 114846.028 100759.009 N/A0+225.000 0.000 114847.660 100754.283 N/A0+230.000 0.000 114849.292 100749.556 N/A0+235.000 0.000 114850.924 100744.830 N/A0+240.000 0.000 114852.556 100740.104 N/A0+245.000 0.000 114854.188 100735.378 N/A0+250.000 0.000 114855.820 100730.652 2559.4000+255.000 0.000 114857.452 100725.926 2559.4150+260.000 0.000 114859.084 100721.200 2559.430
PI 0+263.009 0.000 114860.067 100718.355 2559.4390+265.000 0.000 114860.652 100716.452 2559.4450+270.000 0.000 114862.123 100711.674 2559.4600+275.000 0.000 114863.594 100706.895 2559.4750+280.000 0.000 114865.065 100702.116 2559.4900+285.000 0.000 114866.536 100697.337 2559.5050+290.000 0.000 114868.007 100692.559 2559.5200+295.000 0.000 114869.478 100687.780 2559.5350+300.000 0.000 114870.949 100683.001 2559.5500+305.000 0.000 114872.420 100678.222 2559.5650+310.000 0.000 114873.891 100673.444 2559.5800+315.000 0.000 114875.361 100668.665 2559.5980+320.000 0.000 114876.832 100663.886 2559.6200+325.000 0.000 114878.303 100659.107 2559.6480+330.000 0.000 114879.774 100654.329 2559.6800+335.000 0.000 114881.245 100649.550 2559.7180+340.000 0.000 114882.716 100644.771 2559.7600+345.000 0.000 114884.187 100639.992 2559.808
PC 0+347.246 0.000 114884.848 100637.845 2559.8300+350.000 0.000 114885.665 100635.216 2559.8600+355.000 0.000 114887.186 100630.453 2559.9150+360.000 0.000 114888.755 100625.705 2559.9700+365.000 0.000 114890.371 100620.974 2560.025
PT 0+367.793 0.000 114891.294 100618.337 2560.0560+370.000 0.000 114892.029 100616.257 2560.0800+375.000 0.000 114893.695 100611.543 2560.1350+380.000 0.000 114895.361 100606.828 2560.1900+385.000 0.000 114897.027 100602.114 2560.2450+390.000 0.000 114898.693 100597.400 2560.3000+395.000 0.000 114900.359 100592.685 2560.355
PC 0+397.270 0.000 114901.116 100590.545 2560.3800+400.000 0.000 114902.030 100587.973 2560.4100+405.000 0.000 114903.726 100583.269 2560.4650+410.000 0.000 114905.452 100578.577 2560.520
/' ANEXOS - DISEÑOGEOMÉTRICO- Versión 1. Página 14 de 30
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User Name: Usuario Date: 02-17-15Project: SPI301- PROYECTO LA COLINA - CALLE 138 Time: 10:15:26SubProject: Ajuste DG Colina-Octubre 2014, 002 Page: 3
Station and Coordinates================================================================================
0+415.000 0.000 114907.208 100573.895 2560.5750+420.000 0.000 114908.992 100569.224 2560.6300+425.000 0.000 114910.806 100564.565 2560.685
PT 0+427.218 0.000 114911.620 100562.502 2560.7090+430.000 0.000 114912.645 100559.915 2560.7400+435.000 0.000 114914.486 100555.267 2560.7950+440.000 0.000 114916.327 100550.618 2560.8500+445.000 0.000 114918.168 100545.969 2560.9530+450.000 0.000 114920.010 100541.321 2561.0560+455.000 0.000 114921.851 100536.672 2561.1580+460.000 0.000 114923.692 100532.024 2561.261
PC 0+462.151 0.000 114924.484 100530.024 2561.3060+465.000 0.000 114925.529 100527.373 2561.3640+470.000 0.000 114927.339 100522.712 2561.4670+475.000 0.000 114929.120 100518.040 2561.5590+480.000 0.000 114930.872 100513.357 2561.6510+485.000 0.000 114932.594 100508.663 2561.7430+490.000 0.000 114934.287 100503.959 2561.8350+495.000 0.000 114935.951 100499.243 2561.9260+500.000 0.000 114937.585 100494.518 2562.0180+505.000 0.000 114939.189 100489.782 2562.110
PT 0+506.286 0.000 114939.597 100488.563 2562.1340+510.000 0.000 114940.773 100485.040 2562.2020+515.000 0.000 114942.355 100480.297 2562.2940+520.000 0.000 114943.937 100475.554 2562.3860+525.000 0.000 114945.519 100470.810 2562.4780+530.000 0.000 114947.101 100466.067 2562.5700+535.000 0.000 114948.683 100461.324 2562.6620+540.000 0.000 114950.265 100456.581 2562.754
EOP 0+544.694 0.000 114951.751 100452.128 2562.840
ANEXOS - DISEÑO GEOMÉTRICOVersión 1. Página 15 de 30
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CANTIDADES DE OBRA - EXCAVACIONES - CALLE 138User Name: UsuarioProject: SPI301- PROYECTO LA COLINA - CALLE 138Subproject: Ajuste DG Colina-Octubre 2014, 002
ROADCALC DESIGN EARTHWORK - RAW VOLUMES
Date: 02-19-15Time: 11:12:44Page: 1
================================================================================CUT AREA CUT VOLUME FILL AREA FILL VOLUME
STATION MATERIAL (m"2) (m"3) (m"2) (m"3)
0+250.000 Orig_Surface 7.16 0.00Total 7.16 0.00 0.04 0.00
0+260.000 Orig_Surface 6.31 67.32Total 6.31 67.32 0.00 0.22
0+263.009 Orig_Surface 6.08 18.64Total 6.08 18.64 0.01 0.01
0+270.000 Orig_Surface 5.93 41.98Total 5.93 41.98 0.02 0.11
0+280.000 Orig_Surface 6.00 59.64Total 6.00 59.64 0.04 0.30
0+290.000 Orig_Surface 6.40 62.00Total 6.40 62.00 0.04 0.35
0+300.000 Orig_Surface 7.08 67.40Total 7.08 67.40 0.03 0.30
0+310.000 Orig_Surface 8.03 75.55Total 8.03 75.55 0.02 0.21
0+320.000 Orig_Surface 9.17 86.01Total 9.17 86.01 0.01 0.11
0+330.000 Orig_Surface 10.18 96.74Total 10.18 96.74 0.01 0.09
0+340.000 Orig_Surface 10.76 104.67Total 10.76 104.67 0.01 0.13
0+347.246 Orig_Surface 10.54 77.16Total 10.54 77 .16 0.01 0.08
0+350.000 Orig_Surface 10.49 29.01Total 10.49 29.01 0.01 0.02
0+360.000 Orig_Surface 10.11 103.20Total 10.11 103.20 0.01 0.08
0+367.793 Orig_Surface 9.88 78.04Total 9.88 78.04 0.02 0.11
/ ANEXOS - DISEÑO GEOMÉTRICO.•,~ Versión 1. Página 16 de 30
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User Name: UsuarioProject:SPI301- PROYECTOLA COLINA - CALLE 138Subproject: Ajuste DG Colina-Octubre2014, 002
ROADCALCDESIGN EARTHWORK- RAW VOLUMES
;.
Date: 02-19-15Time: 11:12:44Page: 2
================================================================================
STATIONCUT AREA
MATERIAL (mA2)CUT VOLUME(mA3)
FILL AREA(ffiA2)
FILL VOLUME(mA3)
0.050+370.000
0+380.000
0+390.000
0+397.270
0+400.000
0+410.000
0+420.000
0+427.218
0+430.000
0+440.000
0+450.000
0+460.000
0+462.151
0+470.000
0+480.000
Orig_Surface 9.74Total 9.74
Orig_Surface 9.30Total 9.30
Orig_Surface 9.46Total 9.46
Orig_Surface 9.77Total 9.77
Orig_Surface 9.90Total 9.90
Orig_Surface 10.62Total 10.62
Orig_Surface 11.47Total 11.47
Orig_Surface 12.85Total 12.85
Orig_Surface 13.80Total 13.80
Orig_Surface 14.03Total 14.03
Orig_Surface 13.29Total 13.29
Orig_Surface 11.34Total 11.34
Orig_Surface 10.91Total 10.91
Orig_Surface 9.37Total 9.37
Orig_Surface 7.19Total 7.19
21.6521.65
95.2395.23
93.8393.83
69.9169.91
26.8626.86
102.65102.65
110.54110.54
87.8887.88
37.0637.06
139.13139.13
136.59136.59
123.16123.16
23.9323.93
79.5779.57
82.7782.77
0.03
0.04
0.06
0.04
0.03
0.01
0.01
0.07
0.04
0.03
0.00
0.00
0.00
0.00
0.00
0.31
0.48
0.38
0.10
0.18
0.05
0.25
0.15
0.35
0.14
0.00
0.00
0.00
0.00
; 1
ANEXOS - DISEÑO GEOMÉTRICOVersión 1. Página 17 de 30
~ ParqueArauco S.A.~
User Name: UsuarioProject: SPI301- PROYECTO LA COLINA - CALLE 138Subproject: Ajuste DG Colina-Octubre 2014, 002
Date: 02-19-15Time: 11:12:44Page: 3
ROADCALC DESIGN EARTHWORK - RAW VOLUMES================================================================================
CUT AREA CUT VOLUME FILL AREA FILL VOLUMESTATION MATERIAL (m"2) (m"3) (m"2) (m"3)
0+490.000 Orig_Surface 5.28 62.38Total 5.28 62.38 0.00 0.00
0+500.000 Orig_Surface 6.40 58.36Total 6.40 58.36 0.00 0.00
0+506.286 Orig_Surface 4.54 34.32Total 4.54 34.32 0.00 0.00
0+510.000 Orig_Surface 3.26 14.48Total 3.26 14.48 0.00 0.00
0+520.000 Orig_Surface 2.75 30.04Total 2.75 30.04 0.00 0.00
0+530.000 Orig_Surface 2.40 25.75Total 2.40 25.75 0.00 0.00
0+540.000 Orig_Surface 2.99 26.97Total 2.99 26.97 0.00 0.00
0+544.694 Orig_Surface 3.38 14.97Total 3.38 14.97 0.00 0.00
Total Orig_Surface 318.17 2465.40Total 318.17 2465.40 0.61 4.58
ANEXOS - DISEÑO GEOMÉTRICOVersión 1. Página 18 de 30
~ ParqueArauco S.A.
CANTIDADES DE OBRA- PAVIMENTOS-CALLE 138Project: SPI301- PROYECTO LA COLINA - CALLE 138Subproject: Ajuste DG Colina-Octubre 2014, 002
ROADCALC PAVEMENT VOLUMES
·-·---
Time: 11:03:25Page: 1
================================================================================
STATION MATERIALEND AREA(m"2)
VOLUME(m"3)
PAY UNITS COST(dollars)
0+250.000
0+260.000
0+263.009
0+270.000
0+280.000
0+290.000
0+300.000
0+310.000
SARDINELPAVIMENTOBASESUBBASETotal
SARDINELPAVIMENTOBASESUBBASETotal
SARDINELPAVIMENTOBASESUBBASETotal
SARDINELPAVIMENTOBASESUBBASETotal
SARDINELPAVIMENTOBASESUBBASETotal
SARDINELPAVIMENTOBASESUBBASETotal
SARDINELPAVIMENTOBASESUBBASETotal
SARDINELPAVIMENTOBASE
0.181.062.273.036.54
0.000.000.000.000.00
0.000.000.000.000.00
1.359.9421.3028.4060.99
0.272.795.997.9817.03
0.946.5714.0718.7640.34
1.809.7920.9727.9660.52
1.8010.3722.2129.6264.00
1.8010.9523.4631.2767.48
1.8011.5324.70
0.000.000.000.000.00
1.359.9421.3028.4060.99
0.272.795.997.9817.03
0.946.5714.0718.7640.34
1.809.7920.9727.9660.52
1.8010.3722.2129.6264.00
1.8010.9523.4631.2767.48
1.8011.5324.70
/:JM~
0.090.931.992.655.66
1.359.9421.3028.4060.99
0.090.931.992.655.66
0.272.795.997.9817.03
0.180.952.042.715.88
0.946.5714.0718.7640.34
0.181.012.162.886.23
1.809.7920.9727.9660.52
0.181.072.283.046.57
1.8010.3722.2129.6264.00
0.181.122.413.216.92
1.8010.9523.4631.2767.48
0.181.182.53
1.8011.5324.70
ANEXOS - DISEÑO GEOMÉTRICOVersión 1. Página 19 de 30
{i}ParqueArauco S.A.
User Name: UsuarioProject: SPI301- PROYECTO LA COLINA - CALLE 138Subproject: Ajuste DG Colina-Octubre 2014, 002
ROADCALC PAVEMENT VOLUMES
---
Date: 02-19-15Time: 11:03:25Page: 2
================================================================================
STATION MATERIALEND AREA(m"2)
PAY UNITS COST(dollars)
32.9370.96
0+320.000
0+330.000
0+340.000
0+347.246
0+350.000
0+360.000
0+367.793
SUBBASETotal
SARDINELPAVIMENTOBASESUBBASETotal
SARDINELPAVIMENTOBASESUBBASETotal
SARDINELPAVIMENTOBASESUBBASETotal
SARDINELPAVIMENTOBASESUBBASETotal
SARDINELPAVIMENTOBASESUBBASETotal
SARDINELPAVIMENTOBASESUBBASETotal
SARDINELPAVIMENTOBASESUBBASETotal
3.387.27
0.181.242.663.547.62
0.181.302.783.717.97
0.181.362.903.878.31
0.181.402.993.998.57
0.181.413.034.048.66
0.181.443.084.108.79
0.181.443.084.108.79
32.9370.96
1.8012.1125.9434.5974.43
1.8012.6927.1836.2477.91
1.8013.2728.4337.9081.39
1.309.9821.3828.5061.15
0.503.878.3011.0623.72
1.8014.2530.5340.7187.29
1.4011.1923.9731.9668.53
32.9370.96
1.8012.1125.9434.5974.43
1.8012.6927.1836.2477.91
1.8013.2728.4337.9081.39
1.309.9821.3828.5061.15
0.503.878.3011.0623.72
1.8014.2530.5340.7187.29
1.4011.1923.9731.9668.53
1.8012.1125.9434.5974.43
1.8012.6927.1836.2477.91
1.8013.2728.4337.9081.39
l.309.9821.3828.5061.15
0.503.878.3011.0623.72
1.8014.2530.5340.7187.29
1.4011.1923.9731.9668.53
/i••• ANEXOS - DISEÑO GEOMÉTRICOVersión 1. Página 20 de 30
• ParqueArauco S.A.
User Name: UsuarioProject: SPI301- PROYECTO LA COLINA - CALLE 138Subproject: Ajuste DG Colina-Octubre 2014, 002
ROADCALC PAVEMENT VOLUMES
Date: 02-19-15Time: 11:03:25Page: 3
================================================================================
STATION MATERIALEND AREA(mA2)
VOLUME(mA3)
PAY UNITS COST(dollars)
0+370.000
0+380.000
0+390.000
0+397.270
0+400.000
0+410.000
0+420.000
0+427.218
SARDINELPAVIMENTOBASESUBBASETotal
SARDINELPAVIMENTOBASESUBBASETotal
SARDINELPAVIMENTOBASESUBBASETotal
SARDINELPAVIMENTOBASESUBBASETotal
SARDINELPAVIMENTOBASESUBBASETotal
SARDINELPAVIMENTOBASESUBBASETotal
SARDINELPAVIMENTOBASESUBBASETotal
SARDINELPAVIMENTOBASE
0.181.443.084.108.79
0.403.176.799.0519.40
0.403.176.799.0519.40
1.8014.3530.7641.0187.92
1.8014.3530.7641.0187.92
1.3110.4322.3629.8163.92
0.493.928.4011.2024.00
1.8014.3530.7641.0187.93
1.8014.3630.7741.0387.96
1.3010.8823.31
0.403.176.799.0519.40
1.8014.3530.7641.0187.92
1.8014.3530.7641.0187.92
1.3110.4322.3629.8163.92
0.493.928.4011.2024.00
1.8014.3530.7641.0187.93
1.8014.3630.7741.0387.96
1.3010.8823.31
/' :..,>
0.181.443.084.108.79
1.8014.3530.7641.0187.92
0.181.443.084.108.79
1.8014.3530.7641.0187.92
0.181.443.084.108.79
1.3110.4322.3629.8163.92
0.181.443.084.108.79
0.493.928.4011.2024.00
0.181.443.084.108.79
1.8014.3530.7641.0187.93
0.181.443.084.108.80
1.8014.3630.7741.0387.96
0.181.583.38
1.3010.8823.31
ANEXOS - DISEÑO GEOMÉTRICOVersión 1. Página 21 de 30
~ ParqueArauco S.A. -~User Name: Usuario Date: 02-19-15Project: SPI301- PROYECTO LA COLINA - CALLE 138 Time: 11:03:25Subproject: Ajuste DG Colina-Octubre 2014, 002 Page: 4
ROADCALC PAVEMENT VOLUMES================================================================================
END AREA VOLUME PAY UNITS COSTSTATION MATERIAL (mA2) (mA3) (dollars)
SUBBASE 4.51 31.09 31.09 31.09Total 9.65 66.58 66.58 66.58
0+430.000 SARDINEL 0.09 0.38 0.38 0.38PAVIMENTO l.78 4.67 4.67 4.67BASE 3.82 10.02 10.02 10.02SUBBASE 5.09 13.35 13.35 13.35Total 10.78 28.42 28.42 28.42
0+440.000 SARDINEL 0.18 l.35 l.35 1.35PAVIMENTO l.57 16.77 16.77 16.77BASE 3.37 35.93 35.93 35.93SUBBASE 4.49 47.91 47.91 47.91Total 9.61 101.96 101.96 101.96
0+450.000 SARDINEL 0.18 1.80 1.80 1.80PAVIMENTO l.39 14.81 14.81 14.81BASE 2.98 31.75 31.75 31.75SUBBASE 3.97 42.33 42.33 42.33Total 8.52 90.69 90.69 90.69
0+460.000 SARDINEL 0.18 1.80 1.80 1.80PAVIMENTO 1.24 13.14 13.14 13.14BASE 2.65 28.17 28.17 28.17SUBBASE 3.54 37.55 37.55 37.55Total 7.61 80.67 80.67 80.67
0+462.151 SARDINEL 0.18 0.39 0.39 0.39PAVIMENTO 1.21 2.63 2.63 2.63BASE 2.58 5.63 5.63 5.63SUBBASE 3.44 7.51 7.51 7.51Total 7.41 16.15 16.15 16.15
0+470.000 SARDINEL 0.18 1.41 1.41 1.41PAVIMENTO 1.09 8.99 8.99 8.99BASE 2.33 19.27 19.27 19.27SUBBASE 3.10 25.69 25.69 25.69Total 6.69 55.37 55.37 55.37
0+480.000 SARDINEL 0.18 1.80 1.80 1.80PAVIMENTO 0.93 10.09 10.09 10.09BASE 2.00 21.63 21.63 21.63SUBBASE 2.67 28.84 28.84 28.84Total 5.78 62.37 62.37 62.37
/1 ANEXOS - DISEÑO GEOMÉTRICO
: ...J.~ Versión 1. Página 22 de 30
(f ·ParqueArauco S.A.
User Name: UsuarioProject: SPI301- PROYECTO LA COLINA - CALLE 138Subproject: Ajuste DG Colina-Octubre 2014, 002
ROADCALC PAVEMENT VOLUMES
Date: 02-19-15Time: 11:03:25Page: 5
================================================================================
STATION MATERIALEND AREA(m"2)
VOLUME(m"3)
PAY UNITS COST(dollars)
0+490.000
0+500.000
0+506.286
0+510.000
0+520.000
0+530.000
0+540.000
0+544.694
SARDINELPAVIMENTOBASESUBBASETotal
SARDINELPAVIMENTOBASESUBBASETotal
SARDINELPAVIMENTOBASESUBBASETotal
SARDINELPAVIMENTOBASESUBBASETotal
SARDINELPAVIMENTOBASESUBBASETotal
SARDINELPAVIMENTOBASESUBBASETotal
SARDINELPAVIMENTOBASESUBBASETotal
SARDINELPAVIMENTOBASE
0.180.781.672.234.86
1.808.5718.3724.4953.23
1.808.5718.3724.4953.23
l.359.1519.6126.1456.26
0.855.8212.4816.6435.80
0.672.635.637.5116.44
1.805.8112.4416.5936.64
1.805.2511.2615.0133.32
1.804.9410.5814.1031.42
0.842.284.89
1.808.5718.3724.4953.23
1.359.1519.6126.1456.26
0.855.8212.4816.6435.80
0.672.635.637.5116.44
1.805.8112.4416.5936.64
1.805.2511.2615.0133.32
1.804.9410.5814.1031.42
0.842.284.89
/4U~
0.091.052.253.016.40
1.359.1519.6126.1456.26
0.180.81l.732.305.01
0.855.8212.4816.6435.80
0.180.611.31l.743.84
0.672.635.637.5116.44
0.180.551.181.583.49
1.805.8112.4416.5936.64
0.180.501.071.433.17
1.805.2511.2615.0133.32
0.180.491.051.403.11
1.804.9410.5814.1031.42
0.180.481.04
0.842.284.89
ANEXOS - DISEÑO GEOMÉTRICOVersión 1. Página 23 de 30
{j}ParqueArauco S.A. •User Name: UsuarioProject: SPI301- PROYECTO LA COLINA - CALLE 138Subproject: Ajuste DG Colina-Octubre 2014, 002
Date: 02-19-15Time: 11:03:25Page: 6
ROADCALC PAVEMENT VOLUMES================================================================================
END AREA VOLUME PAY UNITS COSTSTATION MATERIAL (m"2) (m"3) (dollars)
SUBBASE 1.38 6.52 6.52 6.52Total 3.08 14.54 14.54 14.54
Total SARDINEL 6.48 50.71 50.71 50.71PAVIMENTO 43.92 340.65 340.65 340.65BASE 94.12 729.97 729.97 729.97SUBBASE 125.50 973.29 973.29 973.29Total 270.02 2094.62 2094.62 2094.62
t . / .1UJ!J}ll
ANEXOS - DISEÑOGEOMÉTRICOVersión 1. Página 24 de 30
ji. ParqueArauco S.A.
ALINEAMIENTO EN PLANTA - CALLE 145
User Name: UsuarioProject: SPI301- PROYECTO LA COLINA - CALLE 138SubProject: CALLE 145-0ctubre 2014, 003
Date: 02-17-15Time: 10:16:08Page: 1
R O A D C A L C - Centerline================================================================================PI # STATION NORTHING EASTING ANGLE Distance
BOP 0+000.000EOP 0+078.112
114893.104114876.807
101465.820101542.213
NA102.0233 78.112
,/
k#AP~ANEXOS - DISEÑO GEOMÉTRICO
Versión 1. Página 25 de 30
1t' ParqueArauco S.A.
ALINEAMIENTO EN PERFIL - CALLE 145
User Name: UsuarioProject: SPI301- PROYECTO LA COLINA - CALLE 138SubProject: CALLE 145-0ctubre 2014 003
Date: 02-17-15Time: 10:16:24Page: 1
R o A D c A L c -Centerline================================================================================VERT. STATION Elevation GRADE (%SLOPE) DISTANCE
BOP 0.000 2555.874 -0.48 20.0001 20.000 2555.778 -1.10 44.0002 64.000 2555.294 1.03 14.112EOP 78.112 2555.439
STATION EQUATIONS================================================================================
STATION BACK STATION AHEAD
N/A
R o A D c A L c -Centerline================================================================================
R o A D c A L C- V E R T I c A L c u R V E D A T A================================================================================CURVE NUMBER 2 SAG
V E R T I c A L c u R V E D A T A
L = 28.000K = 13.121E = 0.075
STATIONS AND ELEVATIONS
VPCVPIVPT
STATION50.00064.00078.000
ELEVATION ON CURVE2555.4482555.3682555.438
ELEVATION ON TANGENT
2555.294
LOW POINTPASS-THROUGH POINT
64.43364.433
2555.3682555.368
SIGHT DISTANCE
HEADLIGHT = 231.382
ANEXOS - DISEÑO GEOMÉTRICOVersión 1. Página 26 de 30
/
-, ParqueArauco S.A.
CARTERA DE REPLANTEO DEL EJE - CALLE 145
User Name: UsuarioProject: SPI301- PROYECTO LA COLINA - CALLE 138SubProject: CALLE 145-0ctubre 2014, 003
Date: 02-17-15Time: 10:16:52Page: 1
Station and Coordinates================================================================================
Alignment: CenterlineProfile: Centerline
Label Station Offset Northing Easting Elevation--------------------------------------------------------------------------------BOP 0+000.000 0.000 114893.104 101465.820 2555.874
0+005.000 0.000 114892.061 101470.710 2555.8500+010.000 0.000 114891.017 101475.600 2555.8260+015.000 0.000 114889.974 101480.490 2555.8020+020.000 0.000 114888.931 101485.380 2555.7780+025.000 0.000 114887.888 101490.270 2555.7230+030.000 0.000 114886.845 101495.160 2555.6680+035.000 0.000 114885.801 101500.050 2555.6130+040.000 0.000 114884.758 101504.940 2555.5580+045.000 0.000 114883.715 101509.830 2555.5030+050.000 0.000 114882.672 101514.720 2555.4480+055.000 0.000 114881.629 101519.610 2555.4020+060.000 0.000 114880.585 101524.500 2555.3760+065.000 0.000 114879.542 101529.390 2555.3680+070.000 0.000 114878.499 101534.280 2555.3800+075.000 0.000 114877.456 101539.170 2555.411
EOP 0+078.112 0.000 114876.807 101542.213 2555.439
/ ANEXOS - DISEÑO GEOMÉTRICOVersión 1. Página 27 de 30
t}ParqueArauco S.A.
CANTIDADES DE OBRA - EXCAVACIONES - CALLE 145
User Name: UsuarioProject:SPI301- PROYECTOLA COLINA - CALLE 138Subproject: CALLE 145-0ctubre2014, 003
Date: 02-19-15Time: 11:14:15Page: 1
ROADCALCDESIGN EARTHWORK- RAW VOLUMES================================================================================
STATIONCUT AREA
MATERIAL (mA2)CUT VOLUME(mA3)
FILL AREA(mA2)
FILL VOLUME(mA3)
0+000.0000.000
0+010.000
0+020.000
0+030.000
0+040.000
0+050.000
0+060.000
0+070.000
0+078.112
Total
Orig_Surface 2.164Total 2.164
Orig_Surface 2.192Total 2.192
Orig_Surface 2.377Total 2.377
Orig_Surface 2.469Total 2.469
Orig_Surface 2.503Total 2.503
Orig_Surface 2.548Total 2.548
Orig_Surface 2.884Total 2.884
Orig_Surface 2.602Total 2.602
Orig_Surface 1.999Total 1.999
Orig_Surface 21.739Total 21.739
0.0000.000 0.000
21.77721.777 0.003 0.014
22.84322.843 0.003 0.029
24.23024.230 0.035 0.191
24.86024.860 0.013 0.241
25.25725.257 0.003 0.081
27.16227.162 0.001 0.023
27.43427.434 0.008 0.049
18.66518.665 0.017 0.103
192.229192.229 0.084 0.731
/1~
ANEXOS - DISEÑOGEOMÉTRICOVersión 1. Página 28 de 30
---(,t ParqueArauco S.A. -~
CANTIDADES DE OBRA- PAVIMENTO-CALLE 145Project: SPI301- PROYECTO LA COLINA - CALLE 138 Time: 11:14:26Subproject: CALLE 145-0ctubre 2014, 003 Page: 1
ROADCALC PAVEMENT VOLUMES================================================================================
END AREA VOLUME PAY UNITS COSTSTATION MATERIAL (mA2} (mA3} (dollars)
0+000.000 SARDINEL 0.090 0.000 0.000 0.00PAVIMENTO 0.299 0.000 0.000 0.00BASE 0.641 0.000 0.000 0.00SUBBASE 0.855 0.000 0.000 0.00Total 1.886 0.000 0.000 0.00
0+010.000 SARDINEL 0.090 0.900 0.900 0.90PAVIMENTO 0.299 2.993 2.993 2.99BASE 0.641 6.414 6.414 6.41SUBBASE 0.855 8.552 8.552 8.55Total 1.886 18.859 18.859 18.86
0+020.000 SARDINEL 0.090 0.900 0.900 0.90PAVIMENTO 0.299 2.993 2.993 2.99BASE 0.641 6.414 6.414 6.41SUBBASE 0.855 8.552 8.552 8.55Total 1.886 18.859 18.859 18.86
0+030.000 SARDINEL 0.090 0.900 0.900 0.90PAVIMENTO 0.299 2.993 2.993 2.99BASE 0.641 6.414 6.414 6.41SUBBASE 0.855 8.552 8.552 8.55Total 1.886 18.859 18.859 18.86
0+040.000 SARDINEL 0.090 0.900 0.900 0.90PAVIMENTO 0.299 2.993 2.993 2.99BASE 0.641 6.414 6.414 6.41SUBBASE 0.855 8.552 8.552 8.55Total 1.886 18.859 18.859 18.86
0+050.000 SARDINEL 0.090 0.900 0.900 0.90PAVIMENTO 0.299 2.993 2.993 2.99BASE 0.641 6.414 6.414 6.41SUBBASE 0.855 8.552 8.552 8.55Total 1.886 18.859 18.859 18.86
0+060.000 SARDINEL 0.090 0.900 0.900 0.90PAVIMENTO 0.299 2.993 2.993 2.99BASE 0.641 6.414 6.414 6.41SUBBASE 0.855 8.552 8.552 8.55Total 1.886 18.859 18.859 18.86
0+070.000 SARDINEL 0.090 0.900 0.900 0.90PAVIMENTO 0.299 2.993 2.993 2.99BASE 0.641 6.414 6.414 6.41
~
ANEXOS - DISEÑO GEOMÉTRICOVersión 1. Página 29 de 30
~ ParqueArauco S.A.
User Name: UsuarioProject: SPI301- PROYECTO LA COLINA - CALLE 138Subproject: CALLE 145-0ctubre 2014, 003
Date: 02-19-15Time: 11:14:26Page: 2
ROADCALC PAVEMENT VOLUMES================================================================================
END AREA VOLUME PAY UNITS COSTSTATION MATERIAL (m"2) (m"3) (dollars)
SUBBASE 0.855 8.552 8.552 8.55Total 1.886 18.859 18.859 18.86
0+078.112 SARDINEL 0.090 0.730 0.730 0.73PAVIMENTO 0.299 2.428 2.428 2.43BASE 0.641 5.203 5.203 5.20SUBBASE 0.855 6.937 6.937 6.94Total 1.886 15.298 15.298 15.30
Total SARDINEL 0.810 7.030 7.030 7.03PAVIMENTO 2.694 23.380 23.380 23.38BASE 5.772 50.099 50.099 50.10SUBBASE 7.697 66.799 66.799 66.80Total 16.973 147.308 147.308 147.31
/ ittllJ~
ANEXOS - DISEÑOGEOMÉTRICOVersión 1. Página 30 de 30
