2023-10-31_REVISION - M1973021 (14)

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1670 BROADWAY, SUITE 3400 DENVER, COLORADO 80202 (303) 764-1520 GENERAL NOTES 1 . SINGLE DECIMAL ELEVATIONS IN ........................................................................:...................................................................................................:. \� ............ ................... ................... ................... ................... ................... ................... ................... ................... . ` � �� \�\` ��\\�\, PROFILE REPRESENT THE EXISTING l \� �� GROUND (POST DEMO). TWO DECIMAL ...................................................................................................:. \ \ \ \ \ \\\ �\�� \ \\� \ti�� \ ��\� �� ELEVATIONS REPRESENT FINISHED ........................................................................ ...................................................................................................:. f \ \ `�\�� \\ l��\\�\ ��\ N GRADE ELEVATIONS AT THE CHANNEL 6920 6920 \\\1\ \� \�� \ \\�1� CL INVERT. \ �\ ��\ 2. EXISTING GROUND SURFACE SHOWN -........... . ....... .i.d-.2.5+52-0.6......... ................... ................... ................... ................... ................... ................... . IN PLAN AND PROFILE IS COMBINED ......... ...... ................................................................................................................................................................ �� WITH EXISTING GROUND POST DEMO SURFACE. SEE CROSS SECTION 6915 6915 ........... ...... ...................................................... ....................................................................................................... . o �� \� ........................ ......................................................:..................................................................................................... � SHEETS FOR SEPARATE EXISTING �\ , - \ - �\ GROUND (PRE DEMO) AND POST �� \ \ �' \�� - � \�\� �`� DEMO SECTION LIMITS. .............................. < \........ ...................... / J\ ................................................... r 6910 6910 ...................... .... ......................................... ... ................................................ . .............................................. \ ........\....... ................................... .. ................ Jl/110 MIN_ BENCH �t 'BOTTOM OF �� \ Q A,... ) / / � � � �v \........... ��..... �f CHANNEL f- � ....... ..:...... ................................... . 11 \I �\ ��\ l`{= /�� \ \ \ ��,��\�\�� ................................................ .................................................. ..... ................... ... ....................................... . FINISHED ............................ 6900 GRADE ................................................................. .... .......................................... 6900 TOP OF 1 �� s :- 15 . .. .. ) .5�� ` .............................................. \ \\\ \ r ... CHANN \\... ..... ............. L � �� `�� `' EL. ................:...................:...................:.......... ..... ..:............... .................................................. ................................................................... ...................... ...................................................................... \ \ VA �v�I ( �� 6895 6895 ....................................... .... �\� \�\ (moo) / T \✓ J � �\ � � 1 ...................................................... ... ......................................................................................... . ............................................................... ........................................................................................ / \� �\ \\\��\\` `\ \\�\\\\\ L21 J� O� AN N E r r . ................................................................... . ...................................... . \ \\ \ , H L ................................................................................................ ............................:........................................................... \� 6890 0 6890 `�\�\\�� ....................................................................:. EXISTING........ \\ \�`\\ \��\\\\ ............... ........... ..... ...o.......:...........................................................:. �� \ \\ `\ \ \\\\` �\ �\\ ` �� x SURFACE****.......... / (� 1 \�\\ \ \\�� \\\\` �1\ �\ , \ `L '� x O ...................................................................................................................... . ......................................................... .......................... f J^� � �)1 6885 x 6885 _ f �� w, \ Q `L...:.... .. ........ :........................................................... . = f_ _ �_c� J It- KEYED NOTES .......................................... ........ ..'. ................................. \ �• — ��f��%i 1 . APPROXIMATE LIMITS OF DEMO PRE � � —lt� �� f \ � �� \ ' moo ) { Q....:...................:... .... .................................................. . l 4 } GRADING AND EXISTING GROUND r � ti \ r � \f � � a ✓ C ......................................... f rf �\\� ��/ s > {POST DEMO) SURFACE. ..................................................................................................... �c� � �� , ) � c \ i 6880 6880 �� `�� ^z - '� �� `==Calld 2. PROPOSED FINISHED GRADE LIMITS x ALONG CHANNEL BY OTHERS AND v 1 � �� L v v 1 i��` TIE-IN CONSTRUCTS IS TO BE ..................... �l V�- l r,� s l ,� ��t ��1� 1 �_� =J DETERMINED DURING CONSTRUCTION. .............................:.............................:.............................:.............................:.............................:........................................................ .. .. .................:........................... ✓ 1/ �/�� _�/ /��.��\ .i- �`l��--�1 6875 6875 _ — �� 7 �o� _ l vet �vv J�n / �j _ \ V ...... .. GSTILLIN .:. . .................................. ............................................ . ... BASIN �ii�✓ _�L- �J_ -,--SEE APRON DETAIL 6870 ...... ............................. ............................. ........................................................... ............................. ............................. ...................... o ................ . 6870 - = � .:. SHEET \ J�a�l f � � .................:........... � .................. r 1 ( n\\— Joz ' )\�............................:.............................:.............................:.............................:.............................:. _ 6865 6865 � s�� 1��-�� c(rJ�� \ \ ✓,�� ........ SEE APRON DETAILS ....... SHEET G-501 � 1 PI: 27+01...4. ........... . 6860 ...... ............................. ............................. .......................... ........................... ............................. ............................. ............................. ................................ 6860 25 20 25 40 125 60 25 80 26 00 26 20 ' '26 40 26 60 26 80 0 10' 20' 0 5' 10' HORIZONTAL VERTICAL Rev. DATE DESCRIPTION Designed By: ZS Scale: (As Shown) HOLCIM-WCR, INC Drawn By: ZS pti� D.gcos Date Created: 11 /01 /2022 MORRISON QUARRY DRAINAGE DIVERSION CHANNEL - PLAN AND PROFILE Checked By: AC 24 lot Date: 9/1 /2023 F.I.R. Date: HOLCIM 03: c�, File: C-201 .dwg Fs.. :: �� F.O.R. Date: For Const. Date: s/4NAL � Sheet Of Project No.: 10338120 C-206 20