Loading...
HomeMy WebLinkAboutB08-0244 PlansNo. Revision I Date ifl VICHA EL W. WEST ic A SSOCIA TES, INC. Consulting Engineers and Geologists 2 Inverness Drive East, Suite 106 Englewood, Colorado 80112-5508 (720) 529-5300 Fax (720) 528-5335 www.m-west-assoc.com Date: 4/20/09 Project No. 09864 Designed By: FEII Drawn By: BLN Checked By: FEH A I Oi S N M, E"WALF +00 SOIL NAIL WALL SURVEY CONTROL POINT LOCATION 0 Co t 0 oot co ; I X I O_� tW U 0 0��o ...... 2P4, ... ....... 20� 20+ ....... or ..... ..... 0 . .... ... 'G . ..... . ...... ..... 20+ . ..... `21 +0 ­20' ..... ...... 0_ - --------- - -- 2.1 + -30, . .... . ..... N-1 6 00 ... . 0 SURVEY CONTROL POINT LOCATION DETAIL ... . ...... .. . . ....... .. 50 .. ... ...... 0) A 8120 - - ------ ----- 80 N.T.S. 00 . ..... 1 70 90 .. .... .... .. . ..... . ...... MSE WALL SURVEY CONTROL POINT LOCATION 0 21+9.0­ 0 SURVEY CONTROL POINTS ..... ...... ..... O � 0 ... ... 20 2 70 SOIL NAIL WALL MSE Co t Station Northing Easting EImtion Station Northing Easting, Elevation 30' 3 .... ...... 20+00 166017T9 2749W8.5 6110.0 10+00 1660169,9 2748958.4 8098.0 0: I ........... ...... 20+10 1660170.3 ......... 2749002.3 8114.6 10+10 1660165,4 2748949,5 8100.2 O 1 $119.0 10+20 1660,161.6 ... 274&�403 ....... 8100A .. ........ . .............. ........ .... r 20+30 1660153�O 2748992,4 '1,3 $12 10+30 4660157.7 2748W1 A 8100.3 ..... ............ ............... 20+40 16601458 ........... . .......... 2748985.5 9122,0 10+40 16601516 2748921.9 8101 �8 LJz . . .... ..... 70 .... ...... 20+50 1660139�8 2748977. 5 8123.4 10+50 1660149�6 2748028 8103,5 . ..... . ... . ...... . . . 20+60 1660135.0 2748968,8 8124�O 10+60 1660145.5 2748 3.7 90 0 2 81 5. 801, '80 20+70 1660131.1 2748959.6 8124.5 ..................... 10+70 .. ............. 1660141,5 2748894.5 81 6 06 .... .. .......... 2746950A .................. 8126.1 .. .. . ... ......... 10+80 1660137.5 274MS,3 81071 - 70 . ...... BI 20+90 16601212 2748941.2 8125.8 10+90 1660133.4 27488762 8109.4 w . ...... .. . . ....... .. ....... .... . ....... . . ..... 1660119.2 2748932,0 8126.6 11+00 . . ...... ... .... 1660129.3 ... . ..... 2748W7.1 81111 ..... ...... ...... ..... 21+10 1660115.2 27489219 $127.5 11+10 16WI25.3 2748857,9 .............. .............. 8112k BO . 21+20 1660111.2 2748913.7 812a.6 11+20 1660121.3 2748W1.7 .... .... . J . . ...... 81 14,b ............. -875 �20 . ..... 21+30 1660107A 2746904,6 B1301 11+30 1660117.3 274M9,6 8115.5 N 166 0 0 00' 21+40 1660103.1 2748895,4 8131�8 11+40 .. .. ... .. .. 1660113.2 V48,8,30.5 811T5 . . . ....... ..... N 1660000 - - ---- .................. 21+50 1660095.0 .......... 2748886. 3 8133.6 11+50 1660109,0 2748821,4 8120.0 46 ..... ....... 0 ! 0 0 01 .............. ........ 21+60 1660095.0 2748877.2 813&3 11+60 1660104�8 2748812.3 8122.5 . .... . .... z OC)l 00, CY) 00 21+70 1660090.9 2748868.0 8137.1 .... ...... .. ..... . ...... 11+70 1660100,1 2748W3,5 8124,8 16 0 r 2 0 1660086.8 2748858.9 8139.0 11+80 1,660095.1 27487,94.8 -26.9 $1, ... . .... ... . ...... .. ... .. .. .. . ...... 6G"' 21+90 1660082.9 2748849,7 8139,7 ... ......... ............. 11+90 ............ .. . 1660089.6 2748786�4 8129,0 ..... ...... . ..... �22+00 1660078.9 2748840,5 8140.2 12+00 1660083.8 274877a. 3 8131.0 Cp 22+10 1660075.0 13 8141.0 12+10 1660077,8 ...... . . .. 27467704 8132.4 8 22+20 1660070.6 2748822.3 9141.9 12+20 Iffi0071.5 2748762.5 81331 22+30 1660065.9 2748813.5 8142,9 ............. 12+30 1660065�2 2748754.8 ........... 8135.9 ... .. ..... CP .... .... ... .... 22+40 1660060.5 2748805.1 a144,1 12+40 1660058.9 ............. 2748747.0 ........... 813&O . .. ...... .... ... . ..... .... 'O .. 22+50 1660054.7 .............. 2748797 .O 8146.0 12+50 166005Z7 274M-8,2 81AI 8 0_ ..... .. LEGEND 22+60 166004&5 2748789.2 81481 12+60 1660046�5 2748731.3 81 . .. .... 30, 40" 22+70 1660042.1 2748781,5 8151.8 12+70 ............. 16600403 ..... .. ..... . 2748723.5 8141,4 ..... ..... 5cr EXISTING GROUND TOPOGRAPHY (SEE NOTE 1) 22+80 1660035,7 2748773,8 8155A .............. ............ 12+80 ........................ ............... 1660034�2 2748715,6 ............ 814213 ............. 2 O_ . .... ... 22+90 1660029.2 2748766.2 8159,0 .......... . 12+90 1660028,0 27487071 81429 O'' Oi 00 166002Z9 2748758.4 $16116 13+00 1660021.9 2748699,8 8143.5 ..I., +80,. oo � PROPOSED FINISHED GRADE TOPOGRAPHY 23+10 16600161 :" ­ "I I I—' .111"..'­­ ­­ 2748750.5 ­­­­ 8162,6 ­ 13+10 ;__. IM0015,8 ­­­ ......... 274Mi �9 . .......... ... $144.5 ..... .. 3 -4 rl : 23+20 1660010�5 2748742,7 8163,7 13+20 ............ 1660009�9 27486818 ........... . .... ..... .......... . ..... 2 5 2' 60 . ..... 23+30 1660004,3 2748734,8 8165.0 13+30 1660004,5 . . . . . . . . . . . . . . . . . 274$675.4 . . . . . . . . . . 8147.6 ­8200­ - SURVEY CONTROL LINE 1659W&I 2748727.0 8166,2 13+40 1659999.4 2748666,8 8149�6 0: . ..... -00 0 23+50 1659991�8 2748719.2 8168,0 ............ 13-4-50 1659�94�0 2748,657.8 8151.5 ...... 10+00 23+60 16599851 2748711,4 8169,9 13+60 1650991.0 2748648,7 8152�i$ . END'SOIL- NAIf WALL MSE WALL SURVEY CONTROL POINT 23+70 16599M9 274$703,2 $171,2 13+70 1659987.6 ...... ...... 2748639.3 8454�0 0 . .. .... 23+80 1669974.4 2748694�8 81721 13+80 1659984�6 274662V 8155A .................. 52 0 ....... . . . ...... . .... ............. ... ....... 20+00 23+90 1659969.1 2148686.3 I I 13+90 ........... ........... ................... 1659982.4 . ...... ........... 2748620.0 ............. ---- ----- 8 21 0 t SOIL NAIL WALL SURVEY CONTROL POINT 24+00 1659964A 2748677.6 a176.7 14+00 1659980.3 2748610,2 8156.6 ­END MSE WALL 24+10 1659960A 274668;5 8180,9 . . . . . . . ... . . . 14+10 IC 078,2 V4WO.4 $158.1 24+20 165995&2 . . . . 27486%3 . . . . . . BI 821 14+20 1659975�9 . . . . . . . . . . 2748590.7 81601 NOTES 24+30 1669W2.9 2748649�9 8183A 14+30 ............ 1659973.7 2748580,9 8162.7 24+40 1659950.1 2748640.3 8183.7 ............ .............. 1.2 ............ 8164�6 1. HORIZONTAL CONTROL LINE FOR THE SOIL NAIL WALL IS DEFINED AS THE BACK 24+50 165994T8 I 14+56 2748630.6 8183A 1659969.4 274&%1.4 81660 OF SHOTCRETE WALL WHERE THE WALL INTERSECTS THE EXISTING SLOPE AS ............. 24+60 1669945,8 ............... . 14+60 .... .. .... .... .......... .......... 2748551,6 . ..... SHOWN ON DETAIL A. HORIZONTAL CONTROL LINE FOR THE MSE WALL IS DEFINED 2748620,7 .......... ...... $182,9 165N, 67,5 8166,4 OW OF FACING BLOCKS AS 24+70 1659943�9 2748610,9 81831 14+70 1659965,3 2748541.8 84683 00t 0� (0: ()O SHOWN ON DETAIL A. 24+80 1659941.9 24+90 16599$9.7 2748601.1 2746 $91 4 8183.5 ........... $185.6 14+80 14 +90 ............. ..... .. ... 165M,2 1659961 �O ................ 2746532,1 2748522.3 8170.1 8171�5 . .. ... 25+00 16-560:3T5 2748581,6 8187A3 15+00 1659958.9 2748512,5 8172.8 .. ...... 25+10 1659935.3 2748571.9 8189.�9 15+10 1659957,0 2748502,7 8173.0 1. EXISTING GROUND TOPOGRAPHY PROVIDED BY ALPINE ENGINEERING ON 25+20 1659933A 2748562, 8191,8 15+20 1659955.1 2748452.9 8172�6 NOVEMBER 11, 2007. 523 8193,3 15+30 1659953.2 2748483.1 8172�4 2. PROPOSED SNOW CAT ROAD GRADING AND WALL ALIGNMENTS PROVIDED BY 25+40 1659928.9 248642.6 8194.6 15+40 1659951.3 274 73. 172,5 ALPINE ENGINEERING ON NOVEMBER 11, 2007. 25+50 1659M8 274853Z8 8195�8 15+50 165994&5 274M3.7 8174.6 GRAPHIC SCALE 25+60 1659924.7 2748523.0 $197.2 15+60 1659W�8 2748454,8 8177.9 20 0 10 20 40 3. VERTICAL DATUM REFERENCE-NAV88 USED BY VAIL ASSOCIATES FOR LIONSHEAD 25+70 1659922�6 2,748513.2 B196.5 15+70 1659937.7 2748447�O $182.6 80 DEVELOPMENT. ............ ........... 25+80 1659920.5 2748503,5 8199�8 15+80 16599X2 274840.3 8186.5 4. COORDINATE SYSTEM IS MODIFIED STATE/PLANE PER PEAK ENGINEERING. 25+90 16599181 81 15 9 62 ...... . .. ...... 8188.7 26+00 1659916,9 27484M8 819T2 z 16+00 165M2,4 2748431.5 8190.5 1 inch 20 ft 26+10 1659914.4 2748474.1 8197,5 16+10 1659,90Zr5 2748429.6 81q3,0 26+W2 165991 1 �O 2748469.0 8198,6 16+10.9 ........ .................... 1659901.8 2748429.5 8193�2 No. Revision I Date ifl VICHA EL W. WEST ic A SSOCIA TES, INC. Consulting Engineers and Geologists 2 Inverness Drive East, Suite 106 Englewood, Colorado 80112-5508 (720) 529-5300 Fax (720) 528-5335 www.m-west-assoc.com Date: 4/20/09 Project No. 09864 Designed By: FEII Drawn By: BLN Checked By: FEH A