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II I 1R I I 6300 6300 \ \ rEXISTING GROUND ! EXISTING SUBSOIL 6280 A T 2 5 1' -- 6280 w �1 z zo \ o Q 6260 6260 w SEE DETAIL 1� w 6240 6240 0 1G0 180 A MAN ACCESS ROAD STATION 12 +50 — SECTION 108 sc ' o m ao w 6400 _.- _ _ 6400 EXISTING GROUND GUARD SAL � � � w �� LL a 6380 \ ^.�. : ZMSE -WALL 6380 az F 1 UNOERDRAIN SEE DETAIL 4 98 6360 6360 0 1G0 D MAN ACCESS ROAD STATION 27+00 — SECTION t0a scae . r.x 0 10 zD .D 6560 --- -- 6550 SEE DETAIL t LL 1 D,9 p 6540 2 6540 0 - a w _ : --------- EXIST! NG GROUND - 6520 6520 0 G- MAN ACCESS ROAD STATION 49+16 — SECTION 108 0 10 z0 w 6740 6720 W6700 O 6660 6660 6640 0 100 J MAN ACCESS ROAD STATION 66+00 — SECTION 08 0 1. 6300 - - - - - - 630D GUARD RAIL z ` 0 ' 6280 EXISTING GROUND �\ 1 MSE WALL 6280 W 1 w' SEE DETAIU 6260 6260 0 100 B MAIN ACCESS ROAD STATION 14+50 — SECTION 08 s® 0 10 w w 6450 6450 \� EXISTING GROUND 6430 - � - - - 6430 SET DETUL 'T z z - L GUARD FAIL 6410 - - -- - - -- -- - 6410 w w COLLECTOR \ w O V - BRAIN �. 6390 639° 0 100 E MAIN ACCESS ROAD STATION 30 +00 — SECTION loa xel. I. FM o +a » 40 6600..\.. 6600 E.%GAVATE ROCK AT 10' CUT EX1571NG GROUND .' 6580 , .35 �\-_n` j _. 6580 w I EXISTING GUARD RAIL TO REMAIN o z o � r 6560 _.. �-� - - -\ 6560 w SEE DUAL 1 w 108 6540 6540 0 100 H MAIN ACCESS ROAD STATION 49+00 — SECTION .EXISTING GROUND - -- - 6340 ^. Li - w 0 6320 2 �,,, -- - - 6320 4 COLLECTION_ DRAIN SEE w 6300 6300 0 100 C MAN ACCESS ROAD STATION 19+00 — SECTION 106 scm. I. r a o lD® C 6520 - 6520 W 6500 EXISTING GROUND -- - - 6500 1 0 W 6480 ! - - - - - - -- 6480 w SFF DETAIL 1nX 64601 16460 0 100 F MAN ACCESS ROAD STATION 39 +50 — SECTION 108 xoL . T..1 D t° 20 w 6520 GUARD RUL TO BE EXISTING GROUND REMOVED AT 50 +50 -54 +0i 6620 6600 1- r. - 'GUARD RAIL 6600 6820 001184 -\ b _ -- � 5 4 LL 0 6580 -. _ _ __... - \ _ _ _ - _- 6580 4 It L `. 6800 SEE OFTAIL 106 / I Zi 6600 SEE DETAIL 1 Z' w 1Do w 6560 6560 M WALL ' - -_- 08 6540 0 t ®D 654° 0 100 6740 I MAN ACCESS ROAD STATION 52 +00 — SECTION t 08 uale In reel 6720 6840 _ _. -.I- 6840 0 io z a X11111111111 Hill 111111111111111lillIN I 6700 w 0 6680 6660 6640 180 FOR BID FOR 90% REVIEW 0 100 K MAN ACCESS ROAD STATION 70 +00 — SECTION tJ60 00 108 score 1. [n1 ° m ®° —.. DATE I BY CEIRDI"'Wi N0. I REVISION DESCRIPTION �r ;� °e,[, N,,,°1,,, w„'„, DATE I BY CBKD AB'VO AwV 1 TYPICAL ACCESS ROAD SECTION 108 scuE IN rEeT 0 5 D f0 " P.O. BOX 591 1 MI. f (P >UMtiptl S0.M11(RSEE. CO 81434 SYLVESTER GULCH FACILITIES MAIN ACCESS ROAD CROSS— SECTIONS � MJN d FEB. 199' -- — _. -- _...._-- .T., ..._- _....T ----- __ T.. I. T. I .ff EXISTING GROUND 1^ 6820 001184 � 4 al L `. 6800 SEE OFTAIL 106 / I 6600 R a E1 SEE DETAIL '.p. a 108 6780 w D 1r v2.% _ .:'.: 20S r 3 VAfiES � z 2 BASE COARSE (TYPE 1) \\°-- 1' 6760 L. - _ : _. 6760 SUB- 12* BASE COARSE (TYPE 2) 8' BGRAOE 0 100 K MAN ACCESS ROAD STATION 70 +00 — SECTION tJ60 00 108 score 1. [n1 ° m ®° —.. DATE I BY CEIRDI"'Wi N0. I REVISION DESCRIPTION �r ;� °e,[, N,,,°1,,, w„'„, DATE I BY CBKD AB'VO AwV 1 TYPICAL ACCESS ROAD SECTION 108 scuE IN rEeT 0 5 D f0 " P.O. BOX 591 1 MI. f (P >UMtiptl S0.M11(RSEE. CO 81434 SYLVESTER GULCH FACILITIES MAIN ACCESS ROAD CROSS— SECTIONS � MJN d FEB. 199' -- — _. -- _...._-- .T., ..._- _....T ----- __ T.. I. T. I .ff