Horizontal Alignment Report ************************************************************************* File: C:\Civil 3D 2018 Projects\410610 STH 29-CTH VV Interchange\C3D\Design\AliProfs\export_pave.dwg Report Date: 7/7/2020 9:10:02 AM Alignment Name: Connection Road CDS Station Range: Start: 10+00.00, End: 14+12.97 Description: ************************************************************************* Begin Connection Road CDS N 589,128.7402 E 60,782.9721 10+00.00 Curve (1) BC N 589,128.7402 E 60,782.9721 10+00.00 CTR N 589,734.5669 E 61,109.0365 PI N 589,126.7208 E 60,786.7241 Direction Back S61° 42' 36.89"E Radius 688.000' Delta 0°42'35"(LT) Length 8.522' Tangent 4.261' Chord Direction S62° 03' 54.31"E Distance 8.522' Direction Ahead S62° 25' 11.72"E EC N 589,124.7481 E 60,790.5008 10+08.52 Curve (1) Compound Curve Curve (2) BC N 589,124.7481 E 60,790.5008 10+08.52 CTR N 589,734.5669 E 61,109.0365 PI N 589,100.1642 E 60,837.5653 Direction Back S62° 25' 11.72"E Radius 688.000' Delta 8°49'35"(LT) Length 105.986' Tangent 53.098' Chord Direction S66° 49' 59.28"E Distance 105.882' Direction Ahead S71° 14' 46.83"E EC N 589,083.0931 E 60,887.8445 11+14.51 Curve (2) Reversing Curve Curve (3) BC N 589,083.0931 E 60,887.8445 11+14.51 CTR N 589,038.5884 E 60,872.7340 PI N 589,105.4128 E 60,822.1066 Direction Back S71° 14' 46.83"E Radius 47.000' Delta 248°11'47"(RT) Length 203.597' Tangent 69.424' Chord Direction S52° 51' 06.43"W Distance 77.839' Direction Ahead N3° 03' 00.32"W EC N 589,036.0876 E 60,825.8006 13+18.10 Curve (3) Reversing Curve Curve (4) BC N 589,036.0876 E 60,825.8006 13+18.10 CTR N 589,031.9373 E 60,747.9111 PI N 589,080.8294 E 60,823.4166 Direction Back N3° 03' 00.32"W Radius 78.000' Delta 59°44'54"(LT) Length 81.339' Tangent 44.805' Chord Direction N32° 55' 27.52"W Distance 77.703' Direction Ahead N62° 47' 54.71"W EC N 589,101.3108 E 60,783.5665 13+99.44 Curve (4) Reversing Curve Curve (5) BC N 589,101.3108 E 60,783.5665 13+99.44 CTR N 589,734.5669 E 61,109.0365 PI N 589,104.4019 E 60,777.5523 Direction Back N62° 47' 54.71"W Radius 712.000' Delta 1°05'18"(RT) Length 13.524' Tangent 6.762' Chord Direction N62° 15' 15.80"W Distance 13.524' Direction Ahead N61° 42' 36.89"W EC N 589,107.6067 E 60,771.5978 14+12.97 Curve (5) N 589,107.6067 E 60,771.5978 14+12.97 End Connection Road CDS ************************************************************************* Alignment Length: 412.967' ************************************************************************* ************************************************************************* File: C:\Civil 3D 2018 Projects\410610 STH 29-CTH VV Interchange\C3D\Design\AliProfs\export_pave.dwg Report Date: 7/7/2020 9:10:02 AM Alignment Name: Int-CtyVV-Begin-Centerline-CG Station Range: Start: 830+17.14, End: 833+91.26 Description: 'FA' ************************************************************************* Begin Int-CtyVV-Begin-Centerline-CG N 589,106.6984 E 57,630.5900 830+17.14 Line (1) N82° 25' 36.81"E 41.880' N 589,112.2179 E 57,672.1051 830+59.02 Line (1) Line (2) N75° 18' 06.81"E 18.584' N 589,116.9331 E 57,690.0806 830+77.60 Line (2) Curve (3) BC N 589,116.9331 E 57,690.0806 830+77.60 CTR N 589,029.8782 E 57,712.9160 PI N 589,129.4408 E 57,737.7636 Direction Back N75° 18' 06.81"E Radius 90.000' Delta 57°25'20"(RT) Length 90.199' Tangent 49.296' Chord Direction S75° 59' 13.30"E Distance 86.471' Direction Ahead S47° 16' 33.42"E EC N 589,095.9949 E 57,773.9781 831+67.80 Curve (3) Compound Curve **Non-Tangent** Radial Bearing N42° 43' 26.57"E Curve (4) BC N 589,095.9949 E 57,773.9781 831+67.80 CTR N 589,040.8977 E 57,723.0930 PI N 589,086.2668 E 57,784.5115 Direction Back S47° 16' 33.43"E Radius 75.000' Delta 21°38'46"(RT) Length 28.335' Tangent 14.338' Chord Direction S36° 27' 10.20"E Distance 28.167' Direction Ahead S25° 37' 46.97"E EC N 589,073.3392 E 57,790.7136 831+96.14 Curve (4) Compound Curve Curve (5) BC N 589,073.3392 E 57,790.7136 831+96.14 CTR N 588,857.0625 E 57,339.9094 PI N 589,037.1292 E 57,808.0856 Direction Back S25° 37' 46.97"E Radius 500.000' Delta 9°11'05"(RT) Length 80.151' Tangent 40.161' Chord Direction S21° 02' 14.65"E Distance 80.065' Direction Ahead S16° 26' 42.34"E EC N 588,998.6107 E 57,819.4552 832+76.29 Curve (5) Line (6) **Non-Tangent** Radial Bearing N73° 33' 17.66"E S7° 18' 07.29"E 40.489' N 588,958.4503 E 57,824.6013 833+16.78 Line (6) **Non-Tangent** Radial Bearing N77° 21' 03.73"E Curve (7) BC N 588,958.4503 E 57,824.6013 833+16.78 CTR N 588,806.2612 E 57,146.4689 PI N 588,922.0786 E 57,832.7639 Direction Back S12° 38' 56.27"E Radius 695.000' Delta 6°08'25"(RT) Length 74.481' Tangent 37.276' Chord Direction S9° 34' 43.84"E Distance 74.446' Direction Ahead S6° 30' 31.41"E EC N 588,885.0426 E 57,836.9894 833+91.26 Curve (7) N 588,885.0426 E 57,836.9894 833+91.26 End Int-CtyVV-Begin-Centerline-CG ************************************************************************* Alignment Length: 374.118' ************************************************************************* ************************************************************************* File: C:\Civil 3D 2018 Projects\410610 STH 29-CTH VV Interchange\C3D\Design\AliProfs\export_pave.dwg Report Date: 7/7/2020 9:10:03 AM Alignment Name: Int-CtyVV-Begin-RmpA-CG Station Range: Start: 928+39.01, End: 943+54.32 Description: 'FJ' ************************************************************************* Begin Int-CtyVV-Begin-RmpA-CG N 589,146.7277 E 57,461.5371 928+39.01 Line (1) N89° 23' 03.77"E 85.639' N 589,147.6479 E 57,547.1711 929+24.65 Line (1) Curve (2) BC N 589,147.6479 E 57,547.1711 929+24.65 CTR N 589,842.6075 E 57,539.6834 PI N 589,148.3709 E 57,614.2774 Direction Back N89° 22' 57.73"E Radius 695.000' Delta 11°01'51"(LT) Length 133.806' Tangent 67.110' Chord Direction N83° 52' 02.05"E Distance 133.599' Direction Ahead N78° 21' 06.38"E EC N 589,161.9206 E 57,680.0056 930+58.45 Curve (2) Line (3) **Non-Tangent** Radial Bearing S11° 38' 53.62"E N83° 47' 58.47"E 40.454' N 589,166.2899 E 57,720.2227 930+98.91 Line (3) Line (4) **Non-Tangent** Radial Bearing S11° 38' 53.62"E N74° 39' 53.58"E 9.501' N 589,168.8025 E 57,729.3854 931+08.41 Line (4) **Non-Tangent** Radial Bearing S15° 43' 26.22"E Curve (5) BC N 589,168.8025 E 57,729.3854 931+08.41 CTR N 589,457.5761 E 57,648.0845 PI N 589,174.8685 E 57,750.9311 Direction Back N74° 16' 33.78"E Radius 300.000' Delta 8°32'02"(LT) Length 44.684' Tangent 22.383' Chord Direction N70° 00' 32.58"E Distance 44.643' Direction Ahead N65° 44' 31.38"E EC N 589,184.0646 E 57,771.3381 931+53.09 Curve (5) Line (6) N65° 44' 31.38"E 51.009' N 589,205.0214 E 57,817.8434 932+04.10 Line (6) Curve (7) BC N 589,205.0214 E 57,817.8434 932+04.10 CTR N 589,133.9084 E 57,849.8893 PI N 589,224.4397 E 57,860.9344 Direction Back N65° 44' 31.38"E Radius 78.000' Delta 62°25'39"(RT) Length 84.986' Tangent 47.264' Chord Direction S83° 02' 38.98"E Distance 80.844' Direction Ahead S51° 49' 49.35"E EC N 589,195.2308 E 57,898.0927 932+89.09 Curve (7) Line (8) S51° 49' 49.35"E 36.878' N 589,172.4404 E 57,927.0858 933+25.97 Line (8) Curve (9) BC N 589,172.4404 E 57,927.0858 933+25.97 CTR N 589,243.1971 E 57,982.7050 PI N 589,145.5751 E 57,961.2628 Direction Back S51° 49' 49.35"E Radius 90.000' Delta 51°33'47"(LT) Length 80.995' Tangent 43.472' Chord Direction S77° 36' 43.05"E Distance 78.290' Direction Ahead N76° 36' 23.25"E EC N 589,155.6449 E 58,003.5524 934+06.96 Curve (9) Line (10) N76° 36' 23.25"E 31.082' N 589,162.8446 E 58,033.7890 934+38.04 Line (10) **Non-Tangent** Radial Bearing S10° 11' 13.01"E Curve (11) BC N 589,162.8446 E 58,033.7890 934+38.04 CTR N 589,933.5014 E 57,895.3072 PI N 589,202.0536 E 58,251.9886 Direction Back N79° 48' 46.99"E Radius 783.000' Delta 31°37'02"(LT) Length 432.080' Tangent 221.694' Chord Direction N64° 00' 15.84"E Distance 426.618' Direction Ahead N48° 11' 44.68"E EC N 589,349.8324 E 58,417.2455 938+70.12 Curve (11) Compound Curve Curve (12) BC N 589,349.8324 E 58,417.2455 938+70.12 CTR N 589,709.8734 E 58,095.2835 PI N 589,396.7518 E 58,469.7141 Direction Back N48° 11' 44.68"E Radius 483.000' Delta 16°34'58"(LT) Length 139.791' Tangent 70.387' Chord Direction N39° 54' 15.90"E Distance 139.303' Direction Ahead N31° 36' 47.12"E EC N 589,456.6942 E 58,506.6098 940+09.91 Curve (12) Line (13) N31° 36' 47.12"E 42.676' N 589,493.0373 E 58,528.9796 940+52.59 Line (13) Curve (14) BC N 589,493.0373 E 58,528.9796 940+52.59 CTR N 589,700.0886 E 58,192.5948 PI N 589,502.3579 E 58,534.7167 Direction Back N31° 36' 47.12"E Radius 395.000' Delta 3°10'28"(LT) Length 21.884' Tangent 10.945' Chord Direction N30° 01' 33.35"E Distance 21.881' Direction Ahead N28° 26' 19.58"E EC N 589,511.9819 E 58,539.9288 940+74.47 Curve (14) Line (15) **Non-Tangent** Radial Bearing S61° 33' 40.42"E N32° 36' 29.34"E 40.562' N 589,546.1501 E 58,561.7871 941+15.04 Line (15) **Non-Tangent** Radial Bearing S67° 21' 56.93"E Curve (16) BC N 589,546.1501 E 58,561.7871 941+15.04 CTR N 589,700.0886 E 58,192.5948 PI N 589,580.7358 E 58,576.2079 Direction Back N22° 38' 03.07"E Radius 400.000' Delta 10°42'13"(LT) Length 74.725' Tangent 37.472' Chord Direction N17° 16' 56.56"E Distance 74.617' Direction Ahead N11° 55' 50.05"E EC N 589,617.3981 E 58,583.9543 941+89.76 Curve (16) Compound Curve Curve (17) BC N 589,617.3981 E 58,583.9543 941+89.76 CTR N 589,632.9025 E 58,510.5744 PI N 589,628.0301 E 58,586.2008 Direction Back N11° 55' 50.05"E Radius 75.000' Delta 16°29'18"(LT) Length 21.583' Tangent 10.867' Chord Direction N3° 41' 10.85"E Distance 21.509' Direction Ahead N4° 33' 28.35"W EC N 589,638.8625 E 58,585.3372 942+11.34 Curve (17) Compound Curve Curve (18) BC N 589,638.8625 E 58,585.3372 942+11.34 CTR N 589,631.7105 E 58,495.6219 PI N 589,694.6090 E 58,580.8932 Direction Back N4° 33' 28.35"W Radius 90.000' Delta 63°42'40"(LT) Length 100.077' Tangent 55.923' Chord Direction N36° 24' 48.47"W Distance 95.000' Direction Ahead N68° 16' 08.59"W EC N 589,715.3145 E 58,528.9442 943+11.42 Curve (18) Line (19) N68° 16' 08.59"W 42.895' N 589,731.1963 E 58,489.0977 943+54.32 Line (19) N 589,731.1963 E 58,489.0977 943+54.32 End Int-CtyVV-Begin-RmpA-CG ************************************************************************* Alignment Length: 1,515.307' ************************************************************************* ************************************************************************* File: C:\Civil 3D 2018 Projects\410610 STH 29-CTH VV Interchange\C3D\Design\AliProfs\export_pave.dwg Report Date: 7/7/2020 9:10:03 AM Alignment Name: Int-CtyVV-Bridge-RmpC-CG Station Range: Start: 847+23.29, End: 849+74.25 Description: 'FD' ************************************************************************* Begin Int-CtyVV-Bridge-RmpC-CG N 589,996.6899 E 58,924.0650 847+23.29 Line (1) N28° 17' 28.86"E 25.314' N 590,018.9801 E 58,936.0627 847+48.60 Line (1) Curve (2) BC N 590,018.9801 E 58,936.0627 847+48.60 CTR N 589,830.8202 E 59,285.6408 PI N 590,033.5311 E 58,943.8947 Direction Back N28° 17' 28.63"E Radius 397.000' Delta 4°46'01"(RT) Length 33.031' Tangent 16.525' Chord Direction N30° 40' 29.34"E Distance 33.021' Direction Ahead N33° 03' 30.06"E EC N 590,047.3809 E 58,952.9089 847+81.63 Curve (2) Line (3) **Non-Tangent** Radial Bearing N56° 56' 29.94"W N26° 54' 59.97"E 14.490' N 590,060.3010 E 58,959.4684 847+96.12 Line (3) Curve (4) BC N 590,060.3010 E 58,959.4684 847+96.12 CTR N 590,019.5585 E 59,039.7184 PI N 590,099.2840 E 58,979.2599 Direction Back N26° 54' 59.97"E Radius 90.000' Delta 51°49'05"(RT) Length 81.396' Tangent 43.719' Chord Direction N52° 49' 32.69"E Distance 78.650' Direction Ahead N78° 44' 05.41"E EC N 590,107.8246 E 59,022.1369 848+77.52 Curve (4) Line (5) N78° 44' 05.41"E 36.298' N 590,114.9155 E 59,057.7359 849+13.82 Line (5) Curve (6) BC N 590,114.9155 E 59,057.7359 849+13.82 CTR N 590,191.4127 E 59,042.4986 PI N 590,121.1326 E 59,088.9482 Direction Back N78° 44' 05.41"E Radius 78.000' Delta 44°23'34"(LT) Length 60.434' Tangent 31.825' Chord Direction N56° 32' 18.42"E Distance 58.934' Direction Ahead N34° 20' 31.44"E EC N 590,147.4103 E 59,106.9019 849+74.25 Curve (6) N 590,147.4103 E 59,106.9019 849+74.25 End Int-CtyVV-Bridge-RmpC-CG ************************************************************************* Alignment Length: 250.963' ************************************************************************* ************************************************************************* File: C:\Civil 3D 2018 Projects\410610 STH 29-CTH VV Interchange\C3D\Design\AliProfs\export_pave.dwg Report Date: 7/7/2020 9:10:03 AM Alignment Name: Int-CtyVV-Bridge-RmpD-CG Station Range: Start: 947+06.29, End: 949+60.78 Description: 'FL' ************************************************************************* Begin Int-CtyVV-Bridge-RmpD-CG N 590,014.7002 E 58,890.6041 947+06.29 Line (1) N28° 17' 28.63"E 58.561' N 590,066.2660 E 58,918.3593 947+64.85 Line (1) Curve (2) BC N 590,066.2660 E 58,918.3593 947+64.85 CTR N 590,255.8477 E 58,566.1395 PI N 590,111.1223 E 58,942.5031 Direction Back N28° 17' 28.63"E Radius 400.000' Delta 14°30'56"(LT) Length 101.337' Tangent 50.941' Chord Direction N21° 02' 00.82"E Distance 101.066' Direction Ahead N13° 46' 33.01"E EC N 590,160.5982 E 58,954.6334 948+66.19 Curve (2) Line (3) N13° 46' 33.01"E 50.851' N 590,209.9863 E 58,966.7423 949+17.04 Line (3) Curve (4) BC N 590,209.9863 E 58,966.7423 949+17.04 CTR N 590,191.4127 E 59,042.4986 PI N 590,231.8025 E 58,972.0911 Direction Back N13° 46' 33.01"E Radius 78.000' Delta 32°07'50"(RT) Length 43.741' Tangent 22.462' Chord Direction N29° 50' 27.77"E Distance 43.170' Direction Ahead N45° 54' 22.53"E EC N 590,247.4325 E 58,988.2235 949+60.78 Curve (4) N 590,247.4325 E 58,988.2235 949+60.78 End Int-CtyVV-Bridge-RmpD-CG ************************************************************************* Alignment Length: 254.490' ************************************************************************* ************************************************************************* File: C:\Civil 3D 2018 Projects\410610 STH 29-CTH VV Interchange\C3D\Design\AliProfs\export_pave.dwg Report Date: 7/7/2020 9:10:03 AM Alignment Name: Int-CtyVV-Centerline-RmpB-CG Station Range: Start: 830+87.59, End: 843+15.14 Description: 'FB' ************************************************************************* Begin Int-CtyVV-Centerline-RmpB-CG N 588,888.2056 E 57,890.9337 830+87.59 Line (1) N11° 37' 13.91"W 65.887' N 588,952.7425 E 57,877.6620 831+53.48 Line (1) Line (2) N18° 44' 43.91"W 18.584' N 588,970.3404 E 57,871.6899 831+72.06 Line (2) Curve (3) BC N 588,970.3404 E 57,871.6899 831+72.06 CTR N 588,999.2633 E 57,956.9158 PI N 589,010.7705 E 57,857.9692 Direction Back N18° 44' 43.91"W Radius 90.000' Delta 50°45'30"(RT) Length 79.731' Tangent 42.695' Chord Direction N6° 38' 00.88"E Distance 77.149' Direction Ahead N32° 00' 45.66"E EC N 589,046.9729 E 57,880.6021 832+51.80 Curve (3) Compound Curve Curve (4) BC N 589,046.9729 E 57,880.6021 832+51.80 CTR N 589,007.2149 E 57,944.1969 PI N 589,065.3613 E 57,892.0981 Direction Back N32° 00' 45.66"E Radius 75.000' Delta 32°15'16"(RT) Length 42.221' Tangent 21.686' Chord Direction N48° 08' 23.58"E Distance 41.666' Direction Ahead N64° 16' 01.50"E EC N 589,074.7769 E 57,911.6336 832+94.02 Curve (4) Compound Curve Curve (5) BC N 589,074.7769 E 57,911.6336 832+94.02 CTR N 588,714.4458 E 58,085.3043 PI N 589,089.4490 E 57,942.0751 Direction Back N64° 16' 01.50"E Radius 400.000' Delta 9°39'29"(RT) Length 67.425' Tangent 33.793' Chord Direction N69° 05' 45.85"E Distance 67.346' Direction Ahead N73° 55' 30.20"E EC N 589,098.8060 E 57,974.5465 833+61.44 Curve (5) Line (6) N73° 55' 30.20"E 4.625' N 589,100.0865 E 57,978.9904 833+66.07 Line (6) Line (7) **Non-Tangent** Radial Bearing N16° 04' 29.80"W N81° 03' 00.20"E 40.311' N 589,106.3578 E 58,018.8110 834+06.38 Line (7) Line (8) N73° 55' 30.20"E 110.357' N 589,136.9150 E 58,124.8527 835+16.73 Line (8) Curve (9) BC N 589,136.9150 E 58,124.8527 835+16.73 CTR N 589,933.5014 E 57,895.3072 PI N 589,189.3389 E 58,306.7782 Direction Back N73° 55' 30.20"E Radius 829.000' Delta 25°43'46"(LT) Length 372.272' Tangent 189.328' Chord Direction N61° 03' 37.44"E Distance 369.152' Direction Ahead N48° 11' 44.68"E EC N 589,315.5428 E 58,447.9085 838+89.01 Curve (9) Compound Curve Curve (10) BC N 589,315.5428 E 58,447.9085 838+89.01 CTR N 589,709.8734 E 58,095.2835 PI N 589,362.7787 E 58,500.7311 Direction Back N48° 11' 44.68"E Radius 529.000' Delta 15°15'33"(LT) Length 140.886' Tangent 70.862' Chord Direction N40° 33' 57.96"E Distance 140.470' Direction Ahead N32° 56' 11.24"E EC N 589,422.2516 E 58,539.2595 840+29.89 Curve (10) Line (11) N32° 56' 11.24"E 64.110' N 589,476.0571 E 58,574.1165 840+94.00 Line (11) Line (12) **Non-Tangent** Radial Bearing S57° 03' 48.76"E N25° 48' 41.24"E 18.584' N 589,492.7867 E 58,582.2080 841+12.59 Line (12) Curve (13) BC N 589,492.7867 E 58,582.2080 841+12.59 CTR N 589,453.5997 E 58,663.2288 PI N 589,537.6399 E 58,603.9019 Direction Back N25° 48' 41.24"E Radius 90.000' Delta 57°56'16"(RT) Length 91.009' Tangent 49.824' Chord Direction N54° 46' 49.44"E Distance 87.180' Direction Ahead N83° 44' 57.64"E EC N 589,543.0646 E 58,653.4298 842+03.59 Curve (13) Compound Curve Curve (14) BC N 589,543.0646 E 58,653.4298 842+03.59 CTR N 589,468.5105 E 58,661.5957 PI N 589,544.1546 E 58,663.3812 Direction Back N83° 44' 57.64"E Radius 75.000' Delta 15°12'20"(RT) Length 19.904' Tangent 10.011' Chord Direction S88° 38' 52.17"E Distance 19.846' Direction Ahead S81° 02' 41.98"E EC N 589,542.5963 E 58,673.2701 842+23.50 Curve (14) Compound Curve Curve (15) BC N 589,542.5963 E 58,673.2701 842+23.50 CTR N 589,246.2531 E 58,626.5724 PI N 589,537.9935 E 58,702.4796 Direction Back S81° 02' 41.98"E Radius 300.000' Delta 11°15'31"(RT) Length 58.949' Tangent 29.570' Chord Direction S75° 24' 56.65"E Distance 58.855' Direction Ahead S69° 47' 11.32"E EC N 589,527.7765 E 58,730.2283 842+82.45 Curve (15) Line (16) **Non-Tangent** Radial Bearing N20° 12' 48.68"E S69° 47' 11.32"E 32.693' N 589,516.4804 E 58,760.9080 843+15.14 Line (16) N 589,516.4804 E 58,760.9080 843+15.14 End Int-CtyVV-Centerline-RmpB-CG ************************************************************************* Alignment Length: 1,227.547' ************************************************************************* ************************************************************************* File: C:\Civil 3D 2018 Projects\410610 STH 29-CTH VV Interchange\C3D\Design\AliProfs\export_pave.dwg Report Date: 7/7/2020 9:10:03 AM Alignment Name: Int-CtyVV-Evergreen-End-CG Station Range: Start: 858+80.81, End: 865+24.96 Description: 'FF' ************************************************************************* Begin Int-CtyVV-Evergreen-End-CG N 591,194.9378 E 59,578.1831 858+80.81 Line (1) S86° 59' 31.42"W 63.916' N 591,191.5838 E 59,514.3549 859+44.73 Line (1) Line (2) S79° 52' 01.42"W 18.584' N 591,188.3144 E 59,496.0613 859+63.31 Line (2) Curve (3) BC N 591,188.3144 E 59,496.0613 859+63.31 CTR N 591,276.9105 E 59,480.2272 PI N 591,180.1500 E 59,450.3790 Direction Back S79° 52' 01.11"W Radius 90.000' Delta 54°33'12"(RT) Length 85.692' Tangent 46.406' Chord Direction N72° 51' 22.80"W Distance 82.492' Direction Ahead N45° 34' 46.71"W EC N 591,212.6304 E 59,417.2347 860+49.00 Curve (3) Compound Curve Curve (4) BC N 591,212.6304 E 59,417.2347 860+49.00 CTR N 591,266.1972 E 59,469.7285 PI N 591,226.2353 E 59,403.3516 Direction Back N45° 34' 46.71"W Radius 75.000' Delta 29°03'35"(RT) Length 38.039' Tangent 19.438' Chord Direction N31° 02' 59.42"W Distance 37.633' Direction Ahead N16° 31' 12.13"W EC N 591,244.8709 E 59,397.8244 860+87.04 Curve (4) Compound Curve Curve (5) BC N 591,244.8709 E 59,397.8244 860+87.04 CTR N 591,358.6111 E 59,781.3126 PI N 591,274.8985 E 59,388.9184 Direction Back N16° 31' 12.13"W Radius 400.000' Delta 8°57'16"(RT) Length 62.513' Tangent 31.321' Chord Direction N12° 02' 34.22"W Distance 62.450' Direction Ahead N7° 33' 56.30"W EC N 591,305.9464 E 59,384.7947 861+49.56 Curve (5) Compound Curve Curve (6) BC N 591,305.9464 E 59,384.7947 861+49.56 CTR N 591,832.5941 E 63,349.9734 PI N 591,311.9252 E 59,384.0006 Direction Back N7° 33' 56.30"W Radius 4,000.000' Delta 0°10'22"(RT) Length 12.063' Tangent 6.031' Chord Direction N7° 28' 45.29"W Distance 12.063' Direction Ahead N7° 23' 34.28"W EC N 591,317.9063 E 59,383.2246 861+61.62 Curve (6) Line (7) **Non-Tangent** Radial Bearing S82° 36' 25.72"W N0° 03' 23.77"E 40.090' N 591,357.9967 E 59,383.2642 862+01.71 Line (7) Line (8) **Non-Tangent** Radial Bearing S82° 36' 25.72"W N5° 58' 46.31"W 170.056' N 591,527.1277 E 59,365.5489 863+71.76 Line (8) **Non-Tangent** Radial Bearing S85° 10' 41.16"W Curve (9) BC N 591,527.1277 E 59,365.5489 863+71.76 CTR N 591,590.0876 E 60,111.8980 PI N 591,557.2167 E 59,363.0106 Direction Back N4° 49' 18.84"W Radius 749.000' Delta 4°37'02"(RT) Length 60.359' Tangent 30.196' Chord Direction N2° 30' 47.78"W Distance 60.343' Direction Ahead N0° 12' 16.71"W EC N 591,587.4124 E 59,362.9028 864+32.12 Curve (9) Line (10) N0° 12' 16.71"W 92.841' N 591,680.2525 E 59,362.5712 865+24.96 Line (10) N 591,680.2525 E 59,362.5712 865+24.96 End Int-CtyVV-Evergreen-End-CG ************************************************************************* Alignment Length: 644.153' ************************************************************************* ************************************************************************* File: C:\Civil 3D 2018 Projects\410610 STH 29-CTH VV Interchange\C3D\Design\AliProfs\export_pave.dwg Report Date: 7/7/2020 9:10:03 AM Alignment Name: Int-CtyVV-Evergreen-Milwood-CG Station Range: Start: 959+71.68, End: 963+75.87 Description: 'FN' ************************************************************************* Begin Int-CtyVV-Evergreen-Milwood-CG N 591,242.4125 E 59,199.7647 959+71.68 Line (1) N81° 21' 49.22"E 31.106' N 591,247.0835 E 59,230.5184 960+02.78 Line (1) Curve (2) BC N 591,247.0835 E 59,230.5184 960+02.78 CTR N 591,543.6819 E 59,185.4697 PI N 591,250.4592 E 59,252.7437 Direction Back N81° 21' 49.22"E Radius 300.000' Delta 8°34'15"(LT) Length 44.877' Tangent 22.480' Chord Direction N77° 04' 41.78"E Distance 44.835' Direction Ahead N72° 47' 34.35"E EC N 591,257.1094 E 59,274.2178 960+47.66 Curve (2) Compound Curve Curve (3) BC N 591,257.1094 E 59,274.2178 960+47.66 CTR N 591,328.7526 E 59,252.0308 PI N 591,264.3942 E 59,297.7406 Direction Back N72° 47' 34.35"E Radius 75.000' Delta 36°21'12"(LT) Length 47.586' Tangent 24.625' Chord Direction N54° 36' 58.26"E Distance 46.792' Direction Ahead N36° 26' 22.16"E EC N 591,284.2045 E 59,312.3671 960+95.24 Curve (3) Compound Curve **Non-Tangent** Radial Bearing S53° 33' 37.98"E Curve (4) BC N 591,284.2045 E 59,312.3671 960+95.24 CTR N 591,337.6621 E 59,239.9635 PI N 591,316.5270 E 59,336.2316 Direction Back N36° 26' 22.02"E Radius 90.000' Delta 48°06'50"(LT) Length 75.577' Tangent 40.178' Chord Direction N12° 22' 57.08"E Distance 73.376' Direction Ahead N11° 40' 27.87"W EC N 591,355.8736 E 59,328.1017 961+70.82 Curve (4) Line (5) **Non-Tangent** Radial Bearing N78° 19' 32.13"E N11° 40' 27.42"W 18.583' N 591,374.0726 E 59,324.3414 961+89.41 Line (5) Line (6) **Non-Tangent** Radial Bearing N78° 19' 32.13"E N3° 35' 17.55"W 97.037' N 591,470.9194 E 59,318.2683 962+86.44 Line (6) **Non-Tangent** Radial Bearing S84° 48' 50.80"W Curve (7) BC N 591,470.9194 E 59,318.2683 962+86.44 CTR N 591,541.5119 E 60,096.0717 PI N 591,491.9690 E 59,316.3578 Direction Back N5° 11' 09.20"W Radius 781.000' Delta 3°06'02"(RT) Length 42.262' Tangent 21.136' Chord Direction N3° 38' 08.44"W Distance 42.257' Direction Ahead N2° 05' 07.68"W EC N 591,513.0911 E 59,315.5887 963+28.70 Curve (7) Reversing Curve Curve (8) BC N 591,513.0911 E 59,315.5887 963+28.70 CTR N 591,511.9994 E 59,285.6086 PI N 591,543.1157 E 59,314.4954 Direction Back N2° 05' 07.68"W Radius 30.000' Delta 90°05'06"(LT) Length 47.168' Tangent 30.045' Chord Direction N47° 07' 40.71"W Distance 42.458' Direction Ahead S87° 49' 46.26"W EC N 591,541.9779 E 59,284.4724 963+75.87 Curve (8) N 591,541.9779 E 59,284.4724 963+75.87 End Int-CtyVV-Evergreen-Milwood-CG ************************************************************************* Alignment Length: 404.197' ************************************************************************* ************************************************************************* File: C:\Civil 3D 2018 Projects\410610 STH 29-CTH VV Interchange\C3D\Design\AliProfs\export_pave.dwg Report Date: 7/7/2020 9:10:03 AM Alignment Name: Int-CtyVV-Milwood-End-CG Station Range: Start: 963+71.06, End: 964+95.10 Description: 'FO' ************************************************************************* Begin Int-CtyVV-Milwood-End-CG N 591,572.0568 E 59,285.9863 963+71.06 Curve (1) BC N 591,572.0568 E 59,285.9863 963+71.06 CTR N 591,602.0353 E 59,284.8500 PI N 591,573.1540 E 59,314.9352 Direction Back N87° 49' 46.13"E Radius 30.000' Delta 87°59'53"(LT) Length 46.076' Tangent 28.970' Chord Direction N43° 49' 49.74"E Distance 41.679' Direction Ahead N0° 10' 06.65"W EC N 591,602.1235 E 59,314.8500 964+17.14 Curve (1) Line (2) **Non-Tangent** Radial Bearing N89° 49' 53.35"E N0° 12' 16.29"W 77.958' N 591,680.0811 E 59,314.5717 964+95.10 Line (2) N 591,680.0811 E 59,314.5717 964+95.10 End Int-CtyVV-Milwood-End-CG ************************************************************************* Alignment Length: 124.034' ************************************************************************* ************************************************************************* File: C:\Civil 3D 2018 Projects\410610 STH 29-CTH VV Interchange\C3D\Design\AliProfs\export_pave.dwg Report Date: 7/7/2020 9:10:03 AM Alignment Name: Int-CtyVV-RmpA-Bridge-CG Station Range: Start: 942+36.71, End: 944+87.81 Description: 'FK' ************************************************************************* Begin Int-CtyVV-RmpA-Bridge-CG N 589,671.3441 E 58,604.3721 942+36.71 Curve (1) BC N 589,671.3441 E 58,604.3721 942+36.71 CTR N 589,625.5464 E 58,667.5114 PI N 589,696.0739 E 58,622.3097 Direction Back N35° 57' 18.10"E Radius 78.000' Delta 42°46'40"(RT) Length 58.236' Tangent 30.550' Chord Direction N57° 20' 37.89"E Distance 56.892' Direction Ahead N78° 43' 57.68"E EC N 589,702.0430 E 58,652.2712 942+94.95 Curve (1) Line (2) N78° 43' 57.68"E 36.314' N 589,709.1382 E 58,687.8849 943+31.26 Line (2) Curve (3) BC N 589,709.1382 E 58,687.8849 943+31.26 CTR N 589,797.4036 E 58,670.3001 PI N 589,717.6800 E 58,730.7596 Direction Back N78° 43' 57.68"E Radius 90.000' Delta 51°48'58"(LT) Length 81.392' Tangent 43.717' Chord Direction N52° 49' 28.83"E Distance 78.647' Direction Ahead N26° 54' 59.97"E EC N 589,756.6611 E 58,750.5501 944+12.66 Curve (3) Line (4) N26° 54' 59.97"E 14.490' N 589,769.5813 E 58,757.1096 944+27.15 Line (4) **Non-Tangent** Radial Bearing S56° 56' 30.12"E Curve (5) BC N 589,769.5813 E 58,757.1096 944+27.15 CTR N 589,986.1505 E 58,424.3640 PI N 589,783.4311 E 58,766.1238 Direction Back N33° 03' 29.88"E Radius 397.016' Delta 4°46'01"(LT) Length 33.031' Tangent 16.525' Chord Direction N30° 40' 29.52"E Distance 33.021' Direction Ahead N28° 17' 29.16"E EC N 589,797.9820 E 58,773.9559 944+60.18 Curve (5) Line (6) **Non-Tangent** Radial Bearing S61° 42' 30.84"E N28° 17' 28.84"E 27.633' N 589,822.3140 E 58,787.0525 944+87.81 Line (6) N 589,822.3140 E 58,787.0525 944+87.81 End Int-CtyVV-RmpA-Bridge-CG ************************************************************************* Alignment Length: 251.095' ************************************************************************* ************************************************************************* File: C:\Civil 3D 2018 Projects\410610 STH 29-CTH VV Interchange\C3D\Design\AliProfs\export_pave.dwg Report Date: 7/7/2020 9:10:03 AM Alignment Name: Int-CtyVV-RmpB-Bridge-CG Station Range: Start: 842+39.73, End: 845+04.81 Description: 'FC' ************************************************************************* Begin Int-CtyVV-RmpB-Bridge-CG N 589,564.1044 E 58,715.5622 842+39.73 Curve (1) BC N 589,564.1044 E 58,715.5622 842+39.73 CTR N 589,625.5464 E 58,667.5114 PI N 589,580.7380 E 58,736.8314 Direction Back N51° 58' 21.83"E Radius 78.000' Delta 38°11'18"(LT) Length 51.988' Tangent 27.001' Chord Direction N32° 52' 42.78"E Distance 51.031' Direction Ahead N13° 47' 03.74"E EC N 589,606.9614 E 58,743.2649 842+91.72 Curve (1) Line (2) N13° 47' 03.74"E 50.927' N 589,656.4218 E 58,755.3993 843+42.65 Line (2) Curve (3) BC N 589,656.4218 E 58,755.3993 843+42.65 CTR N 589,561.1144 E 59,143.8790 PI N 589,705.8665 E 58,767.5297 Direction Back N13° 47' 03.74"E Radius 400.000' Delta 14°30'25"(RT) Length 101.277' Tangent 50.911' Chord Direction N21° 02' 16.19"E Distance 101.007' Direction Ahead N28° 17' 28.63"E EC N 589,750.6961 E 58,791.6592 844+43.93 Curve (3) Line (4) N28° 17' 28.63"E 60.880' N 589,804.3037 E 58,820.5134 845+04.81 Line (4) N 589,804.3037 E 58,820.5134 845+04.81 End Int-CtyVV-RmpB-Bridge-CG ************************************************************************* Alignment Length: 265.072' ************************************************************************* ************************************************************************* File: C:\Civil 3D 2018 Projects\410610 STH 29-CTH VV Interchange\C3D\Design\AliProfs\export_pave.dwg Report Date: 7/7/2020 9:10:03 AM Alignment Name: Int-CtyVV-RmpC-Evergreen-CG Station Range: Start: 848+41.87, End: 862+62.34 Description: 'FE' ************************************************************************* Begin Int-CtyVV-RmpC-Evergreen-CG N 590,090.8265 E 59,223.8154 848+41.87 Line (1) N69° 52' 55.27"W 42.895' N 590,105.5805 E 59,183.5376 848+84.76 Line (1) Curve (2) BC N 590,105.5805 E 59,183.5376 848+84.76 CTR N 590,190.0892 E 59,214.4935 PI N 590,125.7761 E 59,128.4041 Direction Back N69° 52' 55.27"W Radius 90.000' Delta 66°14'27"(RT) Length 104.051' Tangent 58.716' Chord Direction N36° 45' 41.75"W Distance 98.352' Direction Ahead N3° 38' 28.23"W EC N 590,184.3735 E 59,124.6752 849+88.82 Curve (2) Compound Curve Curve (3) BC N 590,184.3735 E 59,124.6752 849+88.82 CTR N 590,189.1366 E 59,199.5238 PI N 590,192.5706 E 59,124.1535 Direction Back N3° 38' 28.23"W Radius 75.000' Delta 12°29'59"(RT) Length 16.362' Tangent 8.214' Chord Direction N2° 36' 31.23"E Distance 16.330' Direction Ahead N8° 51' 30.70"E EC N 590,200.6863 E 59,125.4184 850+05.18 Curve (3) Compound Curve Curve (4) BC N 590,200.6863 E 59,125.4184 850+05.18 CTR N 590,139.0882 E 59,520.6470 PI N 590,225.1981 E 59,129.2387 Direction Back N8° 51' 30.70"E Radius 400.000' Delta 7°05'52"(RT) Length 49.552' Tangent 24.808' Chord Direction N12° 24' 26.74"E Distance 49.520' Direction Ahead N15° 57' 22.78"E EC N 590,249.0500 E 59,136.0584 850+54.73 Curve (4) Compound Curve Curve (5) BC N 590,249.0500 E 59,136.0584 850+54.73 CTR N 589,754.2218 E 60,866.7071 PI N 590,263.1476 E 59,140.0892 Direction Back N15° 57' 22.78"E Radius 1,800.000' Delta 0°56'00"(RT) Length 29.324' Tangent 14.662' Chord Direction N16° 25' 22.94"E Distance 29.324' Direction Ahead N16° 53' 23.10"E EC N 590,277.1776 E 59,144.3491 850+84.05 Curve (5) Line (6) **Non-Tangent** Radial Bearing N73° 06' 36.90"W N24° 38' 34.54"E 40.367' N 590,313.8677 E 59,161.1804 851+24.42 Line (6) **Non-Tangent** Radial Bearing N71° 50' 00.37"W Curve (7) BC N 590,313.8677 E 59,161.1804 851+24.42 CTR N 589,754.2218 E 60,866.7071 PI N 590,373.5690 E 59,180.7706 Direction Back N18° 09' 59.63"E Radius 1,795.000' Delta 4°00'35"(RT) Length 125.615' Tangent 62.833' Chord Direction N20° 10' 16.89"E Distance 125.590' Direction Ahead N22° 10' 34.16"E EC N 590,431.7543 E 59,204.4873 852+50.04 Curve (7) Line (8) N22° 10' 34.16"E 68.208' N 590,494.9163 E 59,230.2326 853+18.24 Line (8) Curve (9) BC N 590,494.9163 E 59,230.2326 853+18.24 CTR N 590,958.8091 E 58,092.1445 PI N 590,714.6174 E 59,319.7843 Direction Back N22° 10' 34.16"E Radius 1,229.000' Delta 21°51'09"(LT) Length 468.736' Tangent 237.251' Chord Direction N11° 14' 59.83"E Distance 465.900' Direction Ahead N0° 19' 25.49"E EC N 590,951.8647 E 59,321.1249 857+86.98 Curve (9) Line (10) N0° 19' 25.49"E 57.245' N 591,009.1083 E 59,321.4484 858+44.22 Line (10) Line (11) **Non-Tangent** Radial Bearing S89° 40' 34.51"E N6° 48' 04.51"W 18.584' N 591,027.5612 E 59,319.2476 858+62.81 Line (11) Curve (12) BC N 591,027.5612 E 59,319.2476 858+62.81 CTR N 591,038.2195 E 59,408.6142 PI N 591,072.3649 E 59,313.9041 Direction Back N6° 48' 04.51"W Radius 90.000' Delta 53°15'13"(RT) Length 83.650' Tangent 45.121' Chord Direction N19° 49' 31.89"E Distance 80.672' Direction Ahead N46° 27' 08.29"E EC N 591,103.4516 E 59,346.6080 859+46.46 Curve (12) Compound Curve Curve (13) BC N 591,103.4516 E 59,346.6080 859+46.46 CTR N 591,049.0915 E 59,398.2799 PI N 591,114.6073 E 59,358.3441 Direction Back N46° 27' 08.29"E Radius 75.000' Delta 24°21'57"(RT) Length 31.895' Tangent 16.192' Chord Direction N58° 38' 06.67"E Distance 31.655' Direction Ahead N70° 49' 05.04"E EC N 591,119.9275 E 59,373.6372 859+78.35 Curve (13) Compound Curve Curve (14) BC N 591,119.9275 E 59,373.6372 859+78.35 CTR N 590,836.5835 E 59,472.2079 PI N 591,129.4778 E 59,401.0898 Direction Back N70° 49' 05.04"E Radius 300.000' Delta 11°04'05"(RT) Length 57.952' Tangent 29.066' Chord Direction N76° 21' 07.38"E Distance 57.862' Direction Ahead N81° 53' 09.71"E EC N 591,133.5803 E 59,429.8651 860+36.30 Curve (14) Compound Curve Curve (15) BC N 591,133.5803 E 59,429.8651 860+36.30 CTR N 589,945.5932 E 59,599.2362 PI N 591,135.2664 E 59,441.6918 Direction Back N81° 53' 09.71"E Radius 1,200.000' Delta 1°08'27"(RT) Length 23.892' Tangent 11.946' Chord Direction N82° 27' 23.06"E Distance 23.891' Direction Ahead N83° 01' 36.41"E EC N 591,136.7168 E 59,453.5497 860+60.20 Curve (15) Line (16) **Non-Tangent** Radial Bearing N6° 58' 23.59"W S88° 54' 17.79"E 40.394' N 591,135.9448 E 59,493.9366 861+00.59 Line (16) **Non-Tangent** Radial Bearing N5° 03' 19.01"W Curve (17) BC N 591,135.9448 E 59,493.9366 861+00.59 CTR N 589,945.5932 E 59,599.2362 PI N 591,143.0820 E 59,574.6188 Direction Back N84° 56' 40.99"E Radius 1,195.000' Delta 7°45'19"(RT) Length 161.747' Tangent 80.997' Chord Direction N88° 49' 20.30"E Distance 161.624' Direction Ahead S87° 18' 00.40"E EC N 591,139.2667 E 59,655.5261 862+62.34 Curve (17) N 591,139.2667 E 59,655.5261 862+62.34 End Int-CtyVV-RmpC-Evergreen-CG ************************************************************************* Alignment Length: 1,420.468' ************************************************************************* ************************************************************************* File: C:\Civil 3D 2018 Projects\410610 STH 29-CTH VV Interchange\C3D\Design\AliProfs\export_pave.dwg Report Date: 7/7/2020 9:10:03 AM Alignment Name: Int-CtyVV-RmpD-Evergreen-CG Station Range: Start: 948+99.12, End: 960+37.34 Description: 'FM' ************************************************************************* Begin Int-CtyVV-RmpD-Evergreen-CG N 590,292.3415 E 58,934.1759 948+99.12 Line (1) S75° 04' 39.88"E 32.882' N 590,283.8740 E 58,965.9493 949+32.00 Line (1) Curve (2) BC N 590,283.8740 E 58,965.9493 949+32.00 CTR N 590,573.7567 E 59,043.2022 PI N 590,275.0593 E 58,999.0255 Direction Back S75° 04' 39.59"E Radius 300.000' Delta 13°01'08"(LT) Length 68.166' Tangent 34.231' Chord Direction S81° 35' 13.46"E Distance 68.020' Direction Ahead S88° 05' 47.33"E EC N 590,273.9223 E 59,033.2372 950+00.17 Curve (2) Compound Curve Curve (3) BC N 590,273.9223 E 59,033.2372 950+00.17 CTR N 590,348.8809 E 59,035.7285 PI N 590,273.4478 E 59,047.5136 Direction Back S88° 05' 47.33"E Radius 75.000' Delta 21°33'59"(LT) Length 28.230' Tangent 14.284' Chord Direction N81° 07' 13.10"E Distance 28.064' Direction Ahead N70° 20' 13.53"E EC N 590,278.2543 E 59,060.9649 950+28.40 Curve (3) Compound Curve Curve (4) BC N 590,278.2543 E 59,060.9649 950+28.40 CTR N 590,363.0062 E 59,030.6812 PI N 590,293.6021 E 59,103.9174 Direction Back N70° 20' 13.53"E Radius 90.000' Delta 53°45'07"(LT) Length 84.434' Tangent 45.612' Chord Direction N43° 27' 39.84"E Distance 81.371' Direction Ahead N16° 35' 06.15"E EC N 590,337.3168 E 59,116.9369 951+12.83 Curve (4) Line (5) N16° 35' 06.15"E 17.339' N 590,353.9345 E 59,121.8862 951+30.17 Line (5) **Non-Tangent** Radial Bearing S66° 15' 31.04"E Curve (6) BC N 590,353.9345 E 59,121.8862 951+30.17 CTR N 591,559.7483 E 56,380.3468 PI N 590,391.3839 E 59,138.3576 Direction Back N23° 44' 28.96"E Radius 2,995.000' Delta 1°33'55"(LT) Length 81.818' Tangent 40.912' Chord Direction N22° 57' 31.56"E Distance 81.816' Direction Ahead N22° 10' 34.16"E EC N 590,429.2692 E 59,153.7999 952+11.99 Curve (6) Line (7) N22° 10' 34.16"E 89.641' N 590,512.2793 E 59,187.6354 953+01.63 Line (7) Curve (8) BC N 590,512.2793 E 59,187.6354 953+01.63 CTR N 590,958.8091 E 58,092.1445 PI N 590,725.7104 E 59,274.6314 Direction Back N22° 10' 34.16"E Radius 1,183.000' Delta 22°02'58"(LT) Length 455.258' Tangent 230.480' Chord Direction N11° 09' 05.40"E Distance 452.453' Direction Ahead N0° 07' 36.64"E EC N 590,956.1901 E 59,275.1416 957+56.89 Curve (8) Compound Curve **Non-Tangent** Radial Bearing S89° 52' 23.34"E Curve (9) BC N 590,956.1900 E 59,275.1416 957+56.89 CTR N 590,958.3929 E 58,280.1441 PI N 590,993.4357 E 59,275.2241 Direction Back N0° 07' 36.66"E Radius 995.000' Delta 4°17'15"(LT) Length 74.457' Tangent 37.246' Chord Direction N2° 01' 00.83"W Distance 74.439' Direction Ahead N4° 09' 38.33"W EC N 591,030.5833 E 59,272.5218 958+31.34 Curve (9) Line (10) **Non-Tangent** Radial Bearing N85° 50' 21.67"E N1° 47' 36.68"E 40.411' N 591,070.9744 E 59,273.7866 958+71.75 Line (10) **Non-Tangent** Radial Bearing N84° 44' 25.59"E Curve (11) BC N 591,070.9744 E 59,273.7866 958+71.75 CTR N 591,028.6814 E 58,814.3565 PI N 591,105.0949 E 59,270.6456 Direction Back N5° 15' 34.41"W Radius 461.373' Delta 8°29'41"(LT) Length 68.404' Tangent 34.265' Chord Direction N9° 30' 25.01"W Distance 68.341' Direction Ahead N13° 45' 15.61"W EC N 591,138.3770 E 59,262.4988 959+40.16 Curve (11) Compound Curve **Non-Tangent** Radial Bearing N76° 02' 52.07"E Curve (12) BC N 591,138.3770 E 59,262.4988 959+40.16 CTR N 591,120.2936 E 59,189.7115 PI N 591,162.3454 E 59,256.5441 Direction Back N13° 57' 07.93"W Radius 75.000' Delta 36°27'10"(LT) Length 47.716' Tangent 24.697' Chord Direction N32° 10' 42.80"W Distance 46.916' Direction Ahead N50° 24' 17.67"W EC N 591,178.0862 E 59,237.5134 959+87.87 Curve (12) Compound Curve Curve (13) BC N 591,178.0862 E 59,237.5134 959+87.87 CTR N 591,108.7351 E 59,180.1512 PI N 591,194.2590 E 59,217.9604 Direction Back N50° 24' 17.67"W Radius 90.000' Delta 31°29'26"(LT) Length 49.465' Tangent 25.375' Chord Direction N66° 09' 00.88"W Distance 48.845' Direction Ahead N81° 53' 44.08"W EC N 591,197.8363 E 59,192.8391 960+37.34 Curve (13) N 591,197.8363 E 59,192.8391 960+37.34 End Int-CtyVV-RmpD-Evergreen-CG ************************************************************************* Alignment Length: 1,138.222' ************************************************************************* ************************************************************************* File: C:\Civil 3D 2018 Projects\410610 STH 29-CTH VV Interchange\C3D\Design\AliProfs\export_pave.dwg Report Date: 7/7/2020 9:10:03 AM Alignment Name: Int-Evergreen-Connection-E-CG Station Range: Start: 10+00.00, End: 10+60.33 Description: ************************************************************************* Begin Int-Evergreen-Connection-E-CG N 589,623.2098 E 60,794.8563 10+00.00 Curve (1) BC N 589,623.2098 E 60,794.8563 10+00.00 CTR N 589,595.8810 E 60,824.0648 PI N 589,650.6483 E 60,820.5291 Direction Back N43° 05' 45.03"E Radius 40.000' Delta 86°25'15"(RT) Length 60.333' Tangent 37.576' Chord Direction N86° 18' 22.38"E Distance 54.774' Direction Ahead S50° 29' 00.27"E EC N 589,626.7386 E 60,849.5169 10+60.33 Curve (1) N 589,626.7386 E 60,849.5169 10+60.33 End Int-Evergreen-Connection-E-CG ************************************************************************* Alignment Length: 60.333' ************************************************************************* ************************************************************************* File: C:\Civil 3D 2018 Projects\410610 STH 29-CTH VV Interchange\C3D\Design\AliProfs\export_pave.dwg Report Date: 7/7/2020 9:10:03 AM Alignment Name: Int-Evergreen-Connection-Med1-CG Station Range: Start: 10+00.00, End: 10+72.14 Description: ************************************************************************* Begin Int-Evergreen-Connection-Med1-CG N 589,741.2427 E 60,789.2074 10+00.00 Curve (1) BC N 589,741.2427 E 60,789.2074 10+00.00 CTR N 589,701.1719 E 60,744.5495 PI N 589,727.2878 E 60,801.7289 Direction Back S41° 54' 03.88"E Radius 60.000' Delta 34°42'23"(RT) Length 36.344' Tangent 18.749' Chord Direction S24° 32' 52.41"E Distance 35.791' Direction Ahead S7° 11' 40.95"E EC N 589,708.6864 E 60,804.0770 10+36.34 Curve (1) Compound Curve Curve (2) BC N 589,708.6864 E 60,804.0770 10+36.34 CTR N 589,708.1854 E 60,800.1085 PI N 589,702.0145 E 60,804.9193 Direction Back S7° 11' 40.95"E Radius 4.000' Delta 118°30'39"(RT) Length 8.274' Tangent 6.725' Chord Direction S52° 03' 38.72"W Distance 6.876' Direction Ahead N68° 41' 01.61"W EC N 589,704.4591 E 60,798.6545 10+44.62 Curve (2) Compound Curve Curve (3) BC N 589,704.4591 E 60,798.6545 10+44.62 CTR N 589,760.3544 E 60,820.4654 PI N 589,709.5515 E 60,785.6041 Direction Back N68° 41' 01.61"W Radius 60.000' Delta 26°17'02"(RT) Length 27.524' Tangent 14.009' Chord Direction N55° 32' 30.54"W Distance 27.284' Direction Ahead N42° 23' 59.47"W EC N 589,719.8964 E 60,776.1579 10+72.14 Curve (3) N 589,719.8964 E 60,776.1579 10+72.14 End Int-Evergreen-Connection-Med1-CG ************************************************************************* Alignment Length: 72.143' ************************************************************************* ************************************************************************* File: C:\Civil 3D 2018 Projects\410610 STH 29-CTH VV Interchange\C3D\Design\AliProfs\export_pave.dwg Report Date: 7/7/2020 9:10:03 AM Alignment Name: Int-Evergreen-Connection-Med2-CG Station Range: Start: 10+00.00, End: 10+41.97 Description: ************************************************************************* Begin Int-Evergreen-Connection-Med2-CG N 589,629.5640 E 60,873.0927 10+00.00 Curve (1) BC N 589,629.5640 E 60,873.0927 10+00.00 CTR N 589,676.5909 E 60,910.3549 PI N 589,635.9444 E 60,865.0402 Direction Back N51° 36' 29.41"W Radius 60.000' Delta 19°26'00"(RT) Length 20.350' Tangent 10.274' Chord Direction N41° 53' 29.65"W Distance 20.253' Direction Ahead N32° 10' 29.90"W EC N 589,644.6405 E 60,859.5693 10+20.35 Curve (1) Compound Curve Curve (2) BC N 589,644.6405 E 60,859.5693 10+20.35 CTR N 589,646.7705 E 60,862.9550 PI N 589,657.5194 E 60,851.4669 Direction Back N32° 10' 29.90"W Radius 4.000' Delta 150°32'31"(RT) Length 10.510' Tangent 15.216' Chord Direction N43° 05' 45.59"E Distance 7.737' Direction Ahead S61° 37' 58.92"E EC N 589,650.2902 E 60,864.8555 10+30.86 Curve (2) Compound Curve Curve (3) BC N 589,650.2902 E 60,864.8555 10+30.86 CTR N 589,597.4949 E 60,836.3485 PI N 589,647.6434 E 60,869.7575 Direction Back S61° 37' 58.92"E Radius 60.000' Delta 10°36'34"(RT) Length 11.110' Tangent 5.571' Chord Direction S56° 19' 42.15"E Distance 11.094' Direction Ahead S51° 01' 25.39"E EC N 589,644.1392 E 60,874.0884 10+41.97 Curve (3) N 589,644.1392 E 60,874.0884 10+41.97 End Int-Evergreen-Connection-Med2-CG ************************************************************************* Alignment Length: 41.970' ************************************************************************* ************************************************************************* File: C:\Civil 3D 2018 Projects\410610 STH 29-CTH VV Interchange\C3D\Design\AliProfs\export_pave.dwg Report Date: 7/7/2020 9:10:03 AM Alignment Name: Int-Evergreen-Connection-W-CG Station Range: Start: 10+00.00, End: 10+89.25 Description: ************************************************************************* Begin Int-Evergreen-Connection-W-CG N 589,711.3723 E 60,760.9332 10+00.00 Curve (1) BC N 589,711.3723 E 60,760.9332 10+00.00 CTR N 589,671.1240 E 60,716.4352 PI N 589,670.4363 E 60,797.9597 Direction Back S42° 07' 45.42"E Radius 60.000' Delta 85°13'30"(RT) Length 89.248' Tangent 55.197' Chord Direction S0° 28' 59.80"W Distance 81.244' Direction Ahead S43° 05' 45.03"W EC N 589,630.1307 E 60,760.2479 10+89.25 Curve (1) N 589,630.1307 E 60,760.2479 10+89.25 End Int-Evergreen-Connection-W-CG ************************************************************************* Alignment Length: 89.248' ************************************************************************* ************************************************************************* File: C:\Civil 3D 2018 Projects\410610 STH 29-CTH VV Interchange\C3D\Design\AliProfs\export_pave.dwg Report Date: 7/7/2020 9:10:03 AM Alignment Name: Int-Evergreen-Sideroad1-E-CG Station Range: Start: 10+00.00, End: 10+36.14 Description: ************************************************************************* Begin Int-Evergreen-Sideroad1-E-CG N 590,872.1479 E 60,394.4506 10+00.00 Curve (1) BC N 590,872.1479 E 60,394.4506 10+00.00 CTR N 590,860.7401 E 60,432.7894 PI N 590,853.5470 E 60,388.9159 Direction Back S16° 34' 13.83"W Radius 40.000' Delta 51°45'45"(LT) Length 36.137' Tangent 19.407' Chord Direction S9° 18' 38.87"E Distance 34.921' Direction Ahead S35° 11' 31.57"E EC N 590,837.6873 E 60,400.1004 10+36.14 Curve (1) N 590,837.6873 E 60,400.1004 10+36.14 End Int-Evergreen-Sideroad1-E-CG ************************************************************************* Alignment Length: 36.137' ************************************************************************* ************************************************************************* File: C:\Civil 3D 2018 Projects\410610 STH 29-CTH VV Interchange\C3D\Design\AliProfs\export_pave.dwg Report Date: 7/7/2020 9:10:03 AM Alignment Name: Int-Evergreen-Sideroad1-Med1-CG Station Range: Start: 10+00.00, End: 10+42.05 Description: ************************************************************************* Begin Int-Evergreen-Sideroad1-Med1-CG N 590,919.5952 E 60,310.4212 10+00.00 Curve (1) BC N 590,919.5952 E 60,310.4212 10+00.00 CTR N 590,878.3175 E 60,266.8764 PI N 590,912.1962 E 60,317.4349 Direction Back S43° 28' 08.48"E Radius 60.000' Delta 19°17'12"(RT) Length 20.197' Tangent 10.195' Chord Direction S33° 49' 32.38"E Distance 20.102' Direction Ahead S24° 10' 56.28"E EC N 590,902.8959 E 60,321.6112 10+20.20 Curve (1) Compound Curve Curve (2) BC N 590,902.8959 E 60,321.6112 10+20.20 CTR N 590,901.2574 E 60,317.9622 PI N 590,889.0679 E 60,327.8207 Direction Back S24° 10' 56.28"E Radius 4.000' Delta 150°26'07"(RT) Length 10.502' Tangent 15.158' Chord Direction S51° 02' 07.03"W Distance 7.735' Direction Ahead N53° 44' 49.66"W EC N 590,898.0317 E 60,315.5968 10+30.70 Curve (2) Compound Curve Curve (3) BC N 590,898.0317 E 60,315.5968 10+30.70 CTR N 590,946.4166 E 60,351.0778 PI N 590,901.3972 E 60,311.0074 Direction Back N53° 44' 49.66"W Radius 60.000' Delta 10°50'13"(RT) Length 11.348' Tangent 5.691' Chord Direction N48° 19' 43.19"W Distance 11.331' Direction Ahead N42° 54' 36.73"W EC N 590,905.5655 E 60,307.1325 10+42.05 Curve (3) N 590,905.5655 E 60,307.1325 10+42.05 End Int-Evergreen-Sideroad1-Med1-CG ************************************************************************* Alignment Length: 42.048' ************************************************************************* ************************************************************************* File: C:\Civil 3D 2018 Projects\410610 STH 29-CTH VV Interchange\C3D\Design\AliProfs\export_pave.dwg Report Date: 7/7/2020 9:10:03 AM Alignment Name: Int-Evergreen-Sideroad1-Med2-CG Station Range: Start: 10+00.00, End: 10+73.18 Description: ************************************************************************* Begin Int-Evergreen-Sideroad1-Med2-CG N 590,797.9353 E 60,377.0701 10+00.00 Curve (1) BC N 590,797.9353 E 60,377.0701 10+00.00 CTR N 590,831.3269 E 60,426.9199 PI N 590,809.7831 E 60,369.1340 Direction Back N33° 48' 57.27"W Radius 60.000' Delta 26°44'20"(RT) Length 28.001' Tangent 14.260' Chord Direction N20° 26' 47.44"W Distance 27.747' Direction Ahead N7° 04' 37.62"W EC N 590,823.9346 E 60,367.3770 10+28.00 Curve (1) Compound Curve Curve (2) BC N 590,823.9346 E 60,367.3770 10+28.00 CTR N 590,824.4274 E 60,371.3466 PI N 590,830.6096 E 60,366.5483 Direction Back N7° 04' 37.62"W Radius 4.000' Delta 118°31'16"(RT) Length 8.274' Tangent 6.726' Chord Direction N52° 11' 00.46"E Distance 6.876' Direction Ahead S68° 33' 21.46"E EC N 590,828.1505 E 60,372.8089 10+36.28 Curve (2) Compound Curve Curve (3) BC N 590,828.1505 E 60,372.8089 10+36.28 CTR N 590,772.3040 E 60,350.8734 PI N 590,821.1829 E 60,390.5479 Direction Back S68° 33' 21.46"E Radius 60.000' Delta 35°14'37"(RT) Length 36.907' Tangent 19.058' Chord Direction S50° 56' 02.75"E Distance 36.328' Direction Ahead S33° 18' 44.03"E EC N 590,805.2561 E 60,401.0148 10+73.18 Curve (3) N 590,805.2561 E 60,401.0148 10+73.18 End Int-Evergreen-Sideroad1-Med2-CG ************************************************************************* Alignment Length: 73.182' ************************************************************************* ************************************************************************* File: C:\Civil 3D 2018 Projects\410610 STH 29-CTH VV Interchange\C3D\Design\AliProfs\export_pave.dwg Report Date: 7/7/2020 9:10:03 AM Alignment Name: Int-Evergreen-Sideroad1-W-CG Station Range: Start: 10+00.00, End: 10+36.14 Description: ************************************************************************* Begin Int-Evergreen-Sideroad1-W-CG N 590,927.2932 E 60,327.2080 10+00.00 Curve (1) BC N 590,927.2932 E 60,327.2080 10+00.00 CTR N 590,954.6053 E 60,356.4321 PI N 590,913.1145 E 60,340.4590 Direction Back S43° 03' 47.11"E Radius 40.000' Delta 51°45'45"(LT) Length 36.137' Tangent 19.407' Chord Direction S68° 56' 39.80"E Distance 34.921' Direction Ahead N85° 10' 27.50"E EC N 590,914.7471 E 60,359.7971 10+36.14 Curve (1) N 590,914.7471 E 60,359.7971 10+36.14 End Int-Evergreen-Sideroad1-W-CG ************************************************************************* Alignment Length: 36.137' ************************************************************************* ************************************************************************* File: C:\Civil 3D 2018 Projects\410610 STH 29-CTH VV Interchange\C3D\Design\AliProfs\export_pave.dwg Report Date: 7/7/2020 9:10:03 AM Alignment Name: Int-Evergreen-Sideroad2-E-CG Station Range: Start: 10+00.00, End: 10+38.04 Description: ************************************************************************* Begin Int-Evergreen-Sideroad2-E-CG N 589,391.0974 E 61,507.6512 10+00.00 Curve (1) BC N 589,391.0974 E 61,507.6512 10+00.00 CTR N 589,399.7396 E 61,546.7065 PI N 589,370.9899 E 61,512.1007 Direction Back S12° 28' 39.08"E Radius 40.000' Delta 54°28'59"(LT) Length 38.036' Tangent 20.594' Chord Direction S39° 43' 08.60"E Distance 36.619' Direction Ahead S66° 57' 38.11"E EC N 589,362.9302 E 61,531.0519 10+38.04 Curve (1) N 589,362.9302 E 61,531.0519 10+38.04 End Int-Evergreen-Sideroad2-E-CG ************************************************************************* Alignment Length: 38.036' ************************************************************************* ************************************************************************* File: C:\Civil 3D 2018 Projects\410610 STH 29-CTH VV Interchange\C3D\Design\AliProfs\export_pave.dwg Report Date: 7/7/2020 9:10:03 AM Alignment Name: Int-Evergreen-Sideroad2-Med1-CG Station Range: Start: 0+00.00, End: 0+86.67 Description: ************************************************************************* Begin Int-Evergreen-Sideroad2-Med1-CG N 589,393.2026 E 61,415.1553 -0+00.00 Curve (1) BC N 589,393.2026 E 61,415.1553 -0+00.00 CTR N 589,337.9885 E 61,391.6734 PI N 589,390.0364 E 61,422.6003 Direction Back S66° 57' 38.11"E Radius 60.000' Delta 15°21'32"(RT) Length 16.084' Tangent 8.090' Chord Direction S59° 16' 52.35"E Distance 16.036' Direction Ahead S51° 36' 06.58"E EC N 589,385.0113 E 61,428.9408 0+16.08 Curve (1) Compound Curve Curve (2) BC N 589,385.0113 E 61,428.9408 0+16.08 CTR N 589,381.8764 E 61,426.4563 PI N 589,375.9708 E 61,440.3478 Direction Back S51° 36' 06.58"E Radius 4.000' Delta 149°16'01"(RT) Length 10.421' Tangent 14.555' Chord Direction S23° 01' 53.91"W Distance 7.714' Direction Ahead N82° 20' 05.59"W EC N 589,377.9122 E 61,425.9228 0+26.50 Curve (2) Compound Curve **Non-Tangent** Radial Bearing S7° 40' 45.77"W Curve (3) BC N 589,377.9122 E 61,425.9228 0+26.50 CTR N 589,437.3740 E 61,433.9406 PI N 589,378.9934 E 61,417.9043 Direction Back N82° 19' 14.23"W Radius 60.000' Delta 15°21'36"(RT) Length 16.085' Tangent 8.091' Chord Direction N74° 38' 26.17"W Distance 16.037' Direction Ahead N66° 57' 38.11"W EC N 589,382.1599 E 61,410.4587 0+42.59 Curve (3) Line (4) **Non-Tangent** Radial Bearing S23° 02' 21.89"W N66° 57' 13.84"W 44.081' N 589,399.4165 E 61,369.8956 0+86.67 Line (4) N 589,399.4165 E 61,369.8956 0+86.67 End Int-Evergreen-Sideroad2-Med1-CG ************************************************************************* Alignment Length: 86.671' ************************************************************************* ************************************************************************* File: C:\Civil 3D 2018 Projects\410610 STH 29-CTH VV Interchange\C3D\Design\AliProfs\export_pave.dwg Report Date: 7/7/2020 9:10:03 AM Alignment Name: Int-Evergreen-Sideroad2-Med2-CG Station Range: Start: 10+00.00, End: 10+73.17 Description: ************************************************************************* Begin Int-Evergreen-Sideroad2-Med2-CG N 589,315.4517 E 61,536.6514 10+00.00 Curve (1) BC N 589,315.4517 E 61,536.6514 10+00.00 CTR N 589,370.6658 E 61,560.1332 PI N 589,321.9643 E 61,521.3378 Direction Back N66° 57' 38.11"W Radius 60.000' Delta 31°00'09"(RT) Length 32.466' Tangent 16.641' Chord Direction N51° 27' 33.45"W Distance 32.071' Direction Ahead N35° 57' 28.78"W EC N 589,335.4343 E 61,511.5664 10+32.47 Curve (1) Compound Curve Curve (2) BC N 589,335.4343 E 61,511.5664 10+32.47 CTR N 589,337.7831 E 61,514.8042 PI N 589,340.8223 E 61,507.6578 Direction Back N35° 57' 28.78"W Radius 4.000' Delta 117°59'40"(RT) Length 8.238' Tangent 6.656' Chord Direction N23° 02' 21.43"E Distance 6.857' Direction Ahead N82° 02' 11.64"E EC N 589,341.7445 E 61,514.2500 10+40.70 Curve (2) Compound Curve Curve (3) BC N 589,341.7445 E 61,514.2500 10+40.70 CTR N 589,282.3231 E 61,522.5625 PI N 589,344.0500 E 61,530.7306 Direction Back N82° 02' 11.64"E Radius 60.000' Delta 31°00'10"(RT) Length 32.466' Tangent 16.641' Chord Direction S82° 27' 43.24"E Distance 32.071' Direction Ahead S66° 57' 38.11"E EC N 589,337.5373 E 61,546.0443 10+73.17 Curve (3) N 589,337.5373 E 61,546.0443 10+73.17 End Int-Evergreen-Sideroad2-Med2-CG ************************************************************************* Alignment Length: 73.170' ************************************************************************* ************************************************************************* File: C:\Civil 3D 2018 Projects\410610 STH 29-CTH VV Interchange\C3D\Design\AliProfs\export_pave.dwg Report Date: 7/7/2020 9:10:03 AM Alignment Name: Int-Evergreen-Sideroad2-W-CG Station Range: Start: 10+00.00, End: 10+37.71 Description: ************************************************************************* Begin Int-Evergreen-Sideroad2-W-CG N 589,410.4810 E 61,419.2432 10+00.00 Curve (1) BC N 589,410.4810 E 61,419.2432 10+00.00 CTR N 589,447.2904 E 61,434.8978 PI N 589,402.5011 E 61,438.0067 Direction Back S66° 57' 38.11"E Radius 40.000' Delta 54°01'13"(LT) Length 37.713' Tangent 20.390' Chord Direction N86° 01' 45.53"E Distance 36.332' Direction Ahead N59° 01' 09.17"E EC N 589,412.9968 E 61,455.4878 10+37.71 Curve (1) N 589,412.9968 E 61,455.4878 10+37.71 End Int-Evergreen-Sideroad2-W-CG ************************************************************************* Alignment Length: 37.713' *************************************************************************