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1670 BROADWAY, SUITE 3400 <br /> DENVER, COLORADO 80202 <br /> (303) 764-1520 <br /> /UOO / VJJ GENERAL NOTES <br /> ................................................................................................................................................................................. <br /> ................................................................................................... ............................................................................... 1 . SINGLE DECIMAL ELEVATIONS IN <br /> .......................................:.......................................:...........................................................:....................................... PROFILE REPRESENT THE EXISTING <br /> GROUND (POST DEMO). TWO DECIMAL <br /> 7050 7050 ELEVATIONS REPRESENT FINISHED <br /> . ................................................................................................ ............................................................................... GRADE ELEVATIONS AT THE CHANNEL <br /> .............:...................:...................:...................:................... .......................................:....................................... CL INVERT. <br /> .........................................................................................:............................................................... <br /> . .. ............. ........................ ................ ............... ........................................ ............... ......................... 2. EXISTING GROUND SURFACE SHOWN <br /> 7045 7045 _ �� , ti IN PLAN AND PROFILE IS COMBINED <br /> ................ . ................................................................................................................................................................ POST DEMO WITH EXISTING GROUND <br /> ( ) <br /> /� _--_ N SURFACE. SEE CROSS SECTION <br /> ........\.......:..... .............:...................:...................:................... ...................:...................:...................:................... //�/ �/ /j// r/j�� % �%ice = <br /> / \� \\\\ \ SHEETS FOR SEPARATE EXISTING <br /> ............ ........ ... .......................................... ................ .......................................... ................ .......................... /�///�ji/ / �i // �— - - - - - — \ \\�\� ���� \� <br /> / / /�/ \\��\\ \ \ \ \\ GROUND (PRE DEMO) AND POST <br /> DEMO SECTION LIMITS. <br /> r <br /> ................................................................................................................................................................................. <br /> w <br /> ............................................ ......................................................:............................................................................... <br /> 7035 \ 7035 /i /� TOP of <br /> ................................................................... H EL / %�% �\�\� <br /> ........................ .......................... _ <br /> C AN N �/� <br /> ........................... ............................................................................ <br /> .............. <br /> 7030 7030 <br /> ................................................................... ........................................................................ ................................... <br /> .................................................................... ........:...................:....................................... ................................... <br /> ........................................................ X........ ........... ................................... <br /> 7025 Q, :... .. '\"............... ....... . 7025 J \\\����\ \ �`_\\fit <br /> ..... .......................................... . ................................... \ <br /> ..................................................... ................ ....................... ............................... \ \ <br /> Q .•. �� / 3' <br /> ................................................ \...................................... <br /> ......... .. ................... N F �� \\�\ �\��\� \ <br /> BOTTOM 0 \ <br /> v v <br /> 7020 7020 CHA NEL \ <br /> IIII llll CHANNEL\' <br /> ........................................................ ......................................................................... ,� \ <br /> . ................x... p� .......................... ....... <br /> . ............ ........ ................................. <br /> 7015 FINISHED . 7015 �1 <br /> I111 II/ /llll I / <br /> :d'........ ................ .... GRADE <br /> 11 .............. <br /> ........................................................................{......:................... .................... ....... ............... <br /> KEYED NOTES <br /> ........................................................... .:...................:...................... .................. 1 0 <br /> ............... ............ .......................................... Ill I( 1 Illll/ <br /> ....... ...................... ................ ll <br /> \ + Illll I�I 1 . APPROXIMATE LIMITS OF DEMO (PRE <br /> 7010 I— 7010 <br /> N W GRADING) AND EXISTING GROUND <br /> ....:...................:............ ......:................... N W <br /> ................................................................................ ..:...................:........ . {POST DEMO) SURFACE. <br /> \...................:. . ..�� Illl11\1`\111{IIII 11111lJ \ <br /> 1 \ <br /> \\��``� 2. E LIMITS x (n 1111 \1 111 11 I t\11 �I I1 \1111 I I II (II / \ \ \\ \ \\\\� \\\\\\� PROPOSED FINISHED GRADE MITS <br /> EXISTING.. .... ........ .��,........... ...... ......... ........ 11111 1 11 \1 \ 1�11 1 ) 1 I fl \ \�\\\\\�\� \ \ ��� <br /> JI �J 1 1 1\ \I I J ����\�\� �� \ ALONG CHANNEL BY OTHERS AND <br /> 7005 suRFACE W 7005 J I� �1111J <br /> _� Q Z... — W TIE— <br /> � IN CONSTRUCTS IS TO BE <br /> DETERMINED DURING CONSTRUCTION J Z <br /> I 1 <br /> \ W <br /> .......................... 2 <br /> (111�I1(1�111(�j� // �)l I( Il ���111 �1111 III v \v \VA \�A\V `vvv\ <br /> �........................... : � W <br /> 7000 \ Q 7000 I 1 IJ I �I II / (w/ I I ( I I I l I11 \ \ \ \��\\\�� \ \ <br /> II�IIII I 1/ IlI� I11I 1111I r ~ \ \ <br /> ...................................................................................................:................................................................ ............ I � <br /> .:............................ ......... <br /> . <br /> \ ��\ <br /> \ \ \1 ( \ <br /> I I 1 \ <br /> I� I I �lll \\\ <br /> ii )) ) <br /> .................................................:.......................................:\ 11111 Il JjJ I�IIII � /10 MIN BENCH <br /> / <br /> I <br /> 1 / � <br /> 1 I <br /> 6995 \ 6995 � � vvv w� vvv\ v <br /> .................................................. ................................................\........................... <br /> .................... <br /> .............................................. ........................................................... ................... M 0 <br /> ... ................ .................. ................ .............. ..... <br /> ATCHLINE STA 22+8 <br /> 6990 \ 6990 SEE NEXT SHEET <br /> .... ......................................\...... <br /> ......... ................... .............. <br /> 6985 6985 <br /> 6980 6980 <br /> 19 20 19 40 191' 60 19 80 20 00 20 20 20 40 20 60 20 80 21 00 <br /> 0 10' 20' 0 5' 10' <br /> HORIZONTAL VERTICAL <br /> Rev. DATE DESCRIPTION Designed By: ZS Pp0 `/c Scale: (As Shown) HOLCIM-WCR, INC <br /> Drawn By: ZS Otis o.gosFtiN� Date Created: 11 /01 /2022 MORRISON QUARRY DRAINAGE DIVERSION <br /> Checked By: AC v 24 Plot Date: 9/1 /2023 F.I.R. Date: CHANNEL - PLAN AND PROFILE <br /> /01/;�23: HOLCIM <br /> File: C-201 .dwg ss._. F.O.R. Date: For Const. Date: <br /> /ONAL Project No.: 10338120 Sheet C-204 Of 20 <br />