1999-11-15_GENERAL DOCUMENTS - C1981037 (2)

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Horizontal Scale = Vertical Scale 6450 6450 6445 6445 6450 6450 6450 6450 6440 6440 6435 6435 6440 6440 6440 6440 6430 6430 6425 6425 6430 6430 6420 6420 6415 6415 6420 6430 6430 - _ . 6420 64 6420 30 6410 6410 6405 6405 6410 6410 6410 6410 6400 6400 6395 6395 6400 6400 6400 - - 6400 50 0 50 50 0 50 50 0 50 0+00.00 0+50.00 50 0 50 1 +00.00 1 +50.00 6445 6445 6445 6445 6450 6450 6460 6460 6435 6435 6435 6435 6440 6440 6450 6450 6425 6425 6425 6425 6430 6430 6440 6440 6415 6415 6415 6415 6420 6420 6430 6430 6405 6405 6405 - 6405 6410 6410 6420 6420 6395 6395 6395 50 0 6395 6400 6400 6410 6410 2+00.00 50 50 0 50 50 0 50 50 0 50 2+31 .62 2+50.00 3+00.00 6465 6465 6475 6475 6480 6480 6485 6485 6455 6455 6465 6465 6470 6470 6475 6475 6445 6445 6455 6455 6460 6460 6465 6465 6435 6435 6445 6445 6450 6450 6455 6455 6425 6425 6435 6435 6440 6440 6445 6445 6415 6415 6425 6425 6430 6430 6435 6435 50 0 50 50 0 3+50.00 4+00.00 50 50 4+50.00 50 50 50 5+0.00 640 6490 6495 6495 6495 6495 6505 6505 64880 6480 6485 6485 6485 _ 6485 6495 6495 6470 6470 6475 6475 6475 6475 6485 6485 6460 6460 6465 6465 6465 6465 6475 6475 6450 6450 6455 6455 6455 - 6455 6465 6465 6440 1 6440 6445 6445 6445 6445 6455 6455 50 0 50 50 0 50 50 0 50 50 0 50 5+50.00 6+00.00 6+50.00 7+00.00 6505 6505 6515 6515 6520 6520 6525 6525 6495 6495 6505 6505 6510 6510 6515 6515 6485 6485 6495 6495 6500 6500 6505 6505 6475 6475 6485 6485 6490 6490 6495 6495 6465 6465 6475 6475 6480 6480 6485 6485 6455 6455 6465 6465 6470 _ __ 6470 6475 50 0 50 50 0 50 50 0 50 50 6475 0 50 7+50.00 8+00.00 8+50.00 9+00.00 OB Cpt TOTAL FILL SLOPE b °� 1313 SHERMAN STREET _CUT FILL SLOPE * * SUITE 215 31 nLs DENVER, COLORADO GEoioGY R8CGAYA]tON n� \ x I876• Nmwc sAraxY 1� °' 30' 6 9 GEC Road Design 2.0% 2.07 2.0% 2.0% 4.0" crushed rock 4.0" crushed rock F� ZO SCALE: 1'=30 DWG. DATE; 11/15/99 REV. NO. CONT. INT MAL: Sheet 2 I REV. DATE: DRAWN BY: DESIGNED BY: DWG. NO.: D:\S0200\WORK\GEC\S-GEC AA g HBR BJW & HBR Earthworks & Final Contours Station Cut(sf) Fill(sf) Interval Cut(cy) Fill(cy) Station Cut(sf) Fill(sf) Interval Cut(cy) Fill(cy) 0+00.000 6.948 0.364 25.000 6.434 0.337 4+50.000 37,788 0.000 50.000 69.978 0.000 Template File> D: \sc2000\WORK\gec\GECDATA\GECROAD2,tpI 0+50.000 41 .321 3.900 50.000 76.521 7.222 5+00.000 13.420 0.014 50.000 25.077 0,026 Profile File> D: \sc2000\WORK\ST-GEC3A-Final.pro 1 +00.000 44.971 5.770 50.000 82.046 10.838 5+50.000 35.652 0.000 50.000 66.358 0.000 Existing Section File> D: \sc2000\WORK\ST-GEC3A-Exist ing.sct 1 +50.000 21 .507 10.526 50.000 39.332 19.727 6+00.000 61 .236 0.000 50.000 112.856 0.000 Centerline File> D: \sc2000\WORK\gec\GECDATA\St-gec-3.cI 2+00.000 0.000 115.109 40.810 0.000 160.969 6+50,000 39.932 0.028 50.000 73.023 0.052 2+31 .620 0.000 382.647 25.000 0.000 351 .634 7+00.000 14.227 6.314 50.000 26.248 11 .740 Processing 0+00.000 to 9+00.000 2+50.000 0.000 328.869 34.190 0.000 393.385 7+50,000 10.923 1 .007 50.000 20.501 1 .832 Total Cut : 21365.942 C.F., 791 .331 C.Y. 3+00.000 0.000 40.315 50.000 0.000 73.885 8+00.000 9.221 1 .005 50.000 17.076 1 .860 TuLal F(II: 27904. 723 C.F., 1033.508 C.Y. 3+50.000 51 .093 0.000 50.000 94.976 0.000 8+50.000 1 .133 0.001 50.000 2.097 0.001 Total SUBGRADE1 - crushed rock: 3767.877 C.F., 139.551 C.Y. 4+00.000 41 .756 0.000 50.000 76.800 0.000 9+00.000 2,170 0.000 25.000 2.009 0.000