2023-10-31_REVISION - M1973021 (14)

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1670 BROADWAY, SUITE 3400 DENVER, COLORADO 80202 (303) 764-1520 \� \�� \� \ \�� , \ \,� \ \ \�\ \ \\� GENERAL NOTES i l uu i l uu ...................... _ \ \ POINT INTERSECT . . ` \�� \��\ \\ \\\\ � 1\ \�\� \ \ \\\\\ \ �� 1 . SINGLE DECIMAL ELEVATIONS IN ................. ................................................ .......................................................... : 4.62q....:.. .. .................................................... ........................................................... �\\\ \� — = ��\ �\ �\�� \\ \\ �, �\\� \� \� \�\\ \ �\ \ — \\ \\\ PROFILE REPRESENT THE EXISTING \�\ \\\ \\ \� \ \_�\\� \\\ \\ \ �\\\ \�\\ \ \\ \\\ \�� GROUND POST DEMO TWO DECIMAL ............... . ...... \\\\\ \ \\ \\\\ — �\ \\ \\ \\ \ \\ \\ \ \\\\ \\\\ �\\ ��\ \ \\ ��\\ 7095 ^? ..... . ........ ........ ........ ........ ..... ........ ...... ........ ..... 7095 \ \�\\\ 1 \�\\ \\ \\\\\ Z GRADE IOELEVATIONS SATTTHE FINISHED ............................................................................................................................ \ \�\�� \ \ 1 \ CL INVERT. . .. ...................................... ........................................................................................ ........................... �\� = \\ �� \\ \ \ \\� �\ \\ \\ 1\\\ \ \ \ ............................. ..� � � \\ � \ \\ � \ \1\\ \ \\\\\\ � \\ � � \ �\\ \�� 2. EXISTING GROUND SURFACE SHOWN ...:..... ............................................................................................... IN PLAN AND PROFILE IS COMBINED \.............. ... X �� _ \ �\\\\ \ \ 7090 7090 \�� \�\\\ \ \ —�\\\ \ \\� Il ` \ \ \� \\\\\\ \1 \\\\\\�\\ \ \ \ \\ WITH EXISTING GROUND (POST DEMO) \«\ \\\\\ \ \ \ w \ \� \\\\ �\ \ \ Na u"\�\\ SURFACE. SEE CROSS SECTION �\ \ \ \ \ �� \\ �\\\ �\ SHEETS FOR SEPARATE EXISTING ............. ....................:.............................. \ �� \ �� `\ \ �\�\\1 l �c 1111 \� \ \ \\ \\\ \\ \\ GROUND PRE DEMO AND POST ......................................\....................................................... \ �� \\\ \ ) 1 II I �� I 1 \ \ \ \��\ \\ \\ \\ DEMO SECTION LIMITS. 7085 _ -- _� 7085 \ \\� \\1� ..................:...................:...................:........ .......... ...................:...................:...................:. \ \ ``\\11�`l I {I (�J 1 �ti \ \ \z;�� \\\\ \ \ \ \ .................. 1� ..................................................................... ....... ......................................... .....................................: A \a11 l \\ vv ........7080 7080 \ \ .. EXISTING .......................................................................... �9 ........ ..............................:........ ..........:...... ...... SURFACE ............................................................................... .............. .................................. \..... ........................................ 7075 7075 ( l ............................................................................... ..................... ............................................................................. ..............................: ...................:................. \\ 7070 7070 \ - ......... .... .................. ............................ FINISHED. .... \ \ \ ��\\ \\` \,\\\\\��\ CHANNEL GRADE------ \......................... . .. 7065 . ..... . ........ ........ ........ ........ ..... ........ ...... ........ ........ ........ ..... .. .... ........ ...... ........ ... 7065 — V �\y . .............................................................................................. ...................................... w ... ...........�.................... ...................................................................... .......................................................................................... .. ............................................. . 7060 ..�. 7060 tioX ................... .. :...... 0 KEYED NOTES . ................................................................................ ......................... ........... ... O\� vv 1 . APPROXIMATE LIMITS OF DEMO (PRE W —� _B TTOM 7055 . . ........ ........ ... .... N W 7055 O — \ \\ I GRADI G AN EXISTING GROUND _ _ (POST DEMO) SURFACE _\yy —_ � �� CHANNEL y v v P DE 0 r ` J — �15' 2. PROPOSED FINISHED GRADE LIMITS ..................................................................................................\.... (n ` % _ - - - - - W X — _ TOP OF ALONG "CHANNEL BY OTHERS" AND 1 \\ < \\ \ \ \ TIE—IN CONSTRUCTS IS TO BE 7050 — 7050 CHANNEL Z W � = . .............................................................................................. J DETERMINED DURING CONSTRUCTION. ................................................................................................................................................................................Ju UJ =_ .............................................................................................. V J _ \� Q \ \ \\ \ \\ \\ \ 4 4 \\\ \\\ \\\\ \\\\\\\\ \ \\ \ 1 \, ................... 7040 7040 ................ ................... MATCH LI N E STA 21 +00 SEE NEXT SHEET 7035 ............ ............................. ............................. ............................. ............................. ............................. ............................. ............ . . . . . 7035 7030 ............ ............................. ............................. ............................. ............................. ............................. ............................. ............................. 7030 .............................:.............................:.............................:...........................................................:.............................:.............................:........................................................... 19420 19440 19 160 19 80 20 00 20 20 20 40 20 60 20 80 21 00 0 10' 20' 0 5' 10' HORIZONTAL VERTICAL Rev. DATE DESCRIPTION Designed By: ZS Scale: (As Shown) HOLCIM-WCR, INC POO .. Drawn By: ZS p �` f'gCo Date Created: 11 /01 /2022 MORRISON QUARRY DRAINAGE DIVERSION Checked By: AC v 24 of Date: 9 1 2023 F.I.R. Date: CHANNEL - PLAN AND PROFILE y / / HOLCIM .0 /01/�23,:� File: C-201 .dwg ............. F.O.R. Date: For Const. Date: S/ONAL Sheet Of Project No.: 10338120 C-203 20