2023-10-31_REVISION - M1973021 (14)

Home Browse Search

1670 BROADWAY, SUITE 3400 DENVER, COLORADO 80202 (303) 764-1520 ................ ................... ................... ................... ................... ................. GENERAL NOTES 6995 6995 1 . SINGLE DECIMAL ELEVATIONS IN ................. ................................................................................................. PROFILE REPRESENT THE EXISTING .... .............. ................................................................................................. GROUND (POST DEMO). TWO DECIMAL ....... ....... \�� ELEVATIONS REPRESENT FINISHED .......... .......... �\ �� \ \ \\ \\ \ GRADE ELEVATIONS AT THE CHANNEL CL INVERT. ............ J 2. EXISTING GROUND SURFACE SHOWN \�� \ \ �� \�\\\\\\\\\\ IN PLAN AND PROFILE IS COMBINED ........................................................................... WITH EXISTING GROUND (POST DEMO) 6985 6985 I \ � SURFACE. SECTION ..................... ................................................................... SHEETS FOR SEPARATE EXISTING I GROUND (PRE DEMO) AND POST... N ...:.................... ............................................................................ V DEMO SECTION LIMITS. // ............. \....... ........ ........ ........ ................ / -BOTTOM OF / �/ CHANNEL .................... ............................................................... \....................... .... ............... ....................................... . ............................... . .......................... .................................................. ................... ..................\................. ......... ......... ................... ................. 5 1 Ill II // ' \ \\ \�� I r , \ �� CHANNEL 1 IIIIII/ l TOP OF ................ ............................\....................... ..................................... // irCHANNEL 6970 FINISHED 6970 �llll�ll \\\ \ ............GRADE ......................................... ....................... ............... .. / ..................................................................................... ...... ....................................................................................................... �vvv�A� ; ................ .............................................................................. ................... — 6965 6965 ................ ............................................................................ ...... .... \ 1 ...............................................................................:. .................:..... ...D�.....:................................................................................................... ................... .................................................................................\........................ ... ...................................................................................................... .................. ................ .............................................................................................. .... ................................................................................................... ................... ................... ................................................... ....................\ .......................:. ................................................................................................. ................... � .......:. EXISTING. ................... .... .............. ...................:...................:...................:.................. i IJ/I 6955 SURFACE _� 6955 \... .................................................................................................. \\�� \�\\ 0 KEYED NOTES Xp. III/ 1 I�� //� � � \�� y �� ........................................................................................................... .. . ... .. .............. . .............................................................................. ................... `L 1 . APPROXIMATE LIMITS OF DEMO (PRE ...................................................................................................... Q..�\. ........... ................................................................................ .................. IJ 1\ \ GR......:...... AIDING) AND EXISTING GROUND ............ ........................................................ (POST DEMO) 6950 6950 {P o) SURFACE 2. PROPOSED FINISHED GRADE LIMITS ..................................................................................................................................................... ... .................................................................................... t \ \ ALONG CHANNEL BY OTHERS"RS" AND ............ TIE—IN CONSTRUCTS IS TO BE ................................................................................. . .. .................................................. ................. BE NC BENCH 6945 ... . ........ ........ ........ ........ ..... ........ .... ........ ........ ...... \ 6945 /! 1101 //�/�i J DETERMINED DURING CONSTRUCTION. txX............. . ................................. .................. � L j rl ....................... ............:....................................... ................... CV W .. .... l ..................... f s� 1 J� / ui _....................................................................... .............................. ........................................................... \ W ............................................... ............................... ........................... ................................. ................. ...:.......................... .................................................... = Z 1� �f� II !Iltir/<!JJ/ rJl `\- ............. ��. ................................................. U w MATCHLINE STA 22+80 69356935 �" Q SEE NEXT SHEET ......................................................... .................. ................... ..... . �... ...................................... .................. ... ................................... .... ............. ...................... ................ ........ ................................. 6930 . . ........ ........ ........ ........ ..... 6930 ........................... ................... ................... ................... .... ............. .......................... ........................................................................................................................................................................................... ................. \.. .. ................. ................. ................. ................... ................... ................... .................... ................ ................... 6925 .. . ........ ........ ........ ........ ........ ... ........ ........ ................ 6925 .............. ................... ................... ................... ..............................\...... ...... ....... ........................................................................................ ...................... ........ ....... PC: 25+ 10. ....\ ..... �. ....... ........ ........ .. ........ ........ ........ ........ ..... ........ .. ........ ..... 0 10' 20' 0 5' 10' HORIZONTAL VERTICAL Rev. DATE DESCRIPTION Designed By: ZS Scale: (As Shown) HOLCIM-WCR, INC Drawn By: ZS p�� D. �ps?'�� Date Created: 11 /01 /2022 MORRISON QUARRY DRAINAGE DIVERSION C) CHANNEL - PLAN AND PROFILE Checked By: AC 24 lot Date: 9/1 /2023 F.I.R. Date: HOLCIM File: C-201 .dwg °��s. .............. �� F.O.R. Date: For Const. Date: ANAL Project No.: 10338120 Sheet C-205 Of 20