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A B C D E F <br /> r <br /> _C' <br /> 10 I arty <br /> N61 Fie Tutm <br /> o.....CO 60237679 <br /> 1 10 $ 303 694-2770(ph-I <br /> A %' i ! 1 3C3 894 3940 04.) <br /> 1 / <br /> � ®coma&Aorzo <br /> - j 1 60'DIA HDPE PIPE <br /> HPARSHAOL,CO <br /> APPROXIMATE 1 _ <br /> OF,RELOCATED ROAD 1 1NT2 <br /> {SEE NOTE 2) Bg12 �14* BASELINE <br /> STA 5+89.0 <br /> C1'ENCHANNEL! �1� N190783.p <br /> el <br /> 1829254A <br /> BOA <br /> 2 1 /''� "1 ��'. / 2 <br /> 30 <br /> HENDERSON <br /> BASELINE { BASELINE 5"po _�-- � ( <br /> s7nowpp y _�29'{` 3{L APRBoxIMATE SAND SEAM MITIGATION <br /> N 189388.8 1 \ `` ( _ OF RE LOCATED RO D" <br /> E 1828980.3 <br /> (SEE NOTE 2) <br /> gry14 89t 33 <br /> twNT 4 Xf N10978418 OPENCHANr* <br /> 4 � <br /> 6W H^PE PIPE 1 ' E 18=69] <br /> - 89pp ELEV BD14,0 <br /> -AN <br /> .._ <br /> Jr � POW7 <br /> /' N1B938h .�r r -� <_�� EIB29358 �hT �T 0 �_� +#• 0 ri <br /> E MOMS- ELEV 8873. n 1 �QQIP•••••.E�f� <br /> 5�ELEV 80%0 y 1•`r 1poa 1 QQ •�\\��A1�e�•Q <br /> 3 INT4 fa � 41 3 �� <br /> r� £1829880.4 BASELINE 50d - • 3 <br /> ELevB9u. STA10+10.Grt% : -. .APE-394772: <br /> ti N 1999412 A• �� <br /> 2H(MIN):1V o --- E 1829652 1 ••• /�: <br /> c�q �rw4 N19DB333 _ - 2H(MIN).1V �sA/•"'�L��G` <br /> IN�, r'` ELEY8873.9� -- �1 2 _ Mrs arzms rna <br /> EXISTING HAUL ROADry <br /> POINT 1 _ <br /> N 199273.8 ~� t J " ISSUED FoR COILSIRU,10, 7r-:Is JW. <br /> ct EXISTING HAUL ROAD E 1B29104.6 - / INT 21 ' <br /> s ELEV 8870.3 N 1099283.4 `` N IOMM.9 <br /> E 1829121.5 j J l POINT 1 ELEVB7m.988821 , APPR SURFACE,,JJULY 2014 TE G REVISIONS <br /> ELEV 8870.3 / / f �+.� 1 N 199803.1 <br /> 3i i x <br /> EELEV978B621 t,o .rS-R:P7Y_N DATE <br /> 15 <br /> APPROXIt LATE CONTACT WITH TAILING / <br /> SURFACE BASED ON JULY 2014 SURVEY J <br /> n 4 "'���tlll 4 Q RECORODRnvrv:cs vats <br /> g <br /> AS-BUILT SURVEY POINTS AS-BUILT SURVEY POINTS p <br /> t ELEVATION ELEVATION ELEVATION ELEVAT+ON <br /> POINT I NORTHING FASTING TOP OF PLYWOOD TOP OF SELECT FILL POINT NORTHING FASTING TOP OF PLYWOOD TOP OF SELECT FILL NOTES: C <br /> 22 799398A 1028964.0 8911.6 6913.5 32 199824.8 1829352.3 69126 B913 6 1 BASE MAP TOPOGRAPHY DATED DECEMBER 2011.PROVIDED BY URS PRD.'ECT10] zua4a07 <br /> 2 HENDERSON MILL DRAW71 SY RAU <br /> 23 799440.3 1828996.3 8912.1 8913.1 33 199844.3 18294021 89127 8913.E DES GNED BY h�9 <br /> 24 1994819 18290286 8912.1 8913.0 34 199863.6 1829451.2 8912.5 8913.E 2. RELOCATED ROAD LOCATION AND ADJACENT A&BLl L7 CHECKED BY <br /> _ CONTOURS ARE APPROXIMATE BASED ON FIELD INSPECTIONS <br /> AND PHOTO INTERPRETATIONS DATE CREATE➢ <br /> "A 25 199525.2 1 1329061 B 8911.9 5913.0 35 199BB3.0 1829501.9 8912.5 8913.4 <br /> 320,5 <br /> ptoT OAte 3z9,s <br /> F 26 199570.0 1829096.4 8911.9 89129 36 1"9014 1829551.5 8912.4 8913A 3 CONTROL PO NT INFORMATION IS APPROXIMATED FROM AS-BUILT SCALE as SHOWN <br /> `R SURVEY PROVIDED BY HENDERSON 1,1:LL ACAD W 27 199616.6 18291293 6912.0 $913.1 37 199939.9 18296370 8911,9 89124 SHEETR <br /> SHEET TITLE <br /> � 23 199670.7 18291675 89122 69132 <br /> 29 199715.4 1829200.0 8912.3 89133 <br /> i 5 5 <br /> 30 199783.1 18292542 8911.9 8912.8 D 50 too I50 FINAL GRADING PLAN <br /> 2 31 199803 8 IB29301 7 8912.5 8913.5 I!TTFSCALE IN FEET <br /> K <br /> s RECORD DRAWINGS 7 <br /> a A B C D E F SHEET 7 OF 12 <br />