2023-10-31_REVISION - M1973021 ‎(14)‎

• Permit No: M1973021
• IBM Index Class Name: Revision
• Doc Date: 10/31/2023
• Doc Name Note: Attachment B - Appendices H-I - Diversion Channel Design
• Doc Name: Request for Technical Revision
• From: Holcim - WCR, Inc.
• To: DRMS
• Type & Sequence: TR9
• Media Type: D
• Archive: No

MATCHLINE STA 19+20
SEE NEXT SHEET 1670 BROADWAY, SUITE 3400
DENVER, COLORADO 80202
/ T' i i s , i )) 1
_~ �'T%7� / ) } 1 I l 1' I � 1 1 ' l l 1 I ! 1 (303 764-1520
- - - - � _ - - -- - - - - - - —� �- � � .-�-•_ - �// I/ l)J / 1/` � / t / I l /// / lIl r I 1 l / l �/l i hill 11 11 // // l/ / f //j / � l l I I I I 1 1 1 l
� l/��// 111111 111 I `11II11I1\\ \ \\\�1/11
GENERAL NOTES
// ) }) l /�ll /
// I��l<< �/ /// / 111�
l�/
1 . SINGLE DECIMAL ELEVATIONS IN
/
/ I l 1)
l / / / �� If 1 1 \\ 1}� I II �l1( /) I 1 \ <( � IJ�I PROFILE REPRESENT THE EXISTING
it 1 v I I ) 1 ) 1 1 I ( 0),
II 11 I�VI1 � r I/l l > J Ir V I � I lll� (1 11 1 \ 11 II llllII II ( 1
1 � Oil 1 I I I II II /��� � r� l �11J (( I1 I 1 11 } \ I III II I I Ill II IIII} GROUND {POST DEMO). TWO DECIMAL
111 111 �II IIII IIII II(( /l%� ' / / l( v f ( 111 11 I I I I II 11�\\11 II �/ !J� I � I 111 /{ I
I I�lI � I � ( \}> ELEVATIONS REPRESENT FINISHED
-BEGIN 3' CHANNEL BOTTOM I 1111�(( GRADE ELEVATIONS AT THE CHANNEL
, A/�1 T Ji STATION
VIA(l�l 1�111 1 ll III)�lIIlIIIlIl1I�1l I)1I I1 II\�1I I1 11 11)\1�1111111 1�1 VI1 1I 1l1
1 11\1\11\ l�I II I1��111111
}1
CL INVERT.
0 1ii+' i 0l9 I111 If
.1
2. EXISTING GROUND SURFACE SHOWN
\ 1}1\1
x \ �� - �� I 1 I11 \1 I I I I II I IIII II II II� 111 11 )i)l�l I IN PLAN AND PROFILE IS COMBINED
/ v � � J �iii/ / � / // / // ��/// i/ / / �� r� � � /)I�I 1J� ll/ ) / ) Ill I111�1111 )1 I 11 1 1 { 1 �ll/l I 1 111 ( )
/ /i/ / / /� 111 / �l/( ( I II 1111�11/ ) �/ /I/A l �Al \VAI� (! III 1 WITH EXISTING GROUND POST DEMO
SURFACE. SEE CROSS SECTION
- � �i — \ , - - - �— �-I-� � - � - — \ • f l_1 ( �I 1 1 A\I C\�f/I �s ) /�O ` 1/ ��/ 1(�Ir( /�1 ���/ ,/I�l/�/�l/j/ // l l//j/�� i�� � / r / � \ \\ 1(( l�)Jll � 11 II l)II,I 1II( (IIIIIIII I1I111�11I IIIII I II�(1I I(/I //1J�( II I(1
SHEETS FOR SEPARATE EXISTING CHANNEL
/ GROUND
(I1 I I(I (lI II(I!IlI lIlI/llI�l ll 1 /I/II/If
(/I)
� I
(PRE DEMO)
AND POST/ I1II IIII DEMO SECTION LIMITS.(�j J//I II )/1/J I J�1 //l+ // IPJ
_ J II I ' ')
% 11 )1
—�� _ � � �• r / / r / / /// / / / / / � � � I I � // � /! I / / 11� 1 l /�/ /// p
Ill
_ _ —� --� ��" '_ -� =�-%�,-� ti v�� _% - - %� ��� - - s �� � ��= -����-�/� r � � / // /// > � // l C� r�'I� I(• J 1 / / / �//i / � / //��� � //�//�/ l/ �� ��� /I/ / // 1 /11 1 I ( I( /j
1p) ) f
//1
-- �, � .-, i ri i � � � � � � l�1� � _ i
l 14 r �, �i � �/ Ill s/� / // /�i ��� v�r \� 1 / / / // �// ll
� / � > /�i �/�i'��� //i/ � )1 //j �//i/ / ==-� --�� � �-���- -�,- �- / ///// /I l l I I)J I (//
TOP OF � r A - 1 /� i/ �i i/ i� / 1/ i/ / /r - ��� -- �� —� \����ti �� ��/Illl( 1 (� Il �/l1l /� / //)I�IIJ/ (Il/ ( ll/ llll /�// /%�//// IJl/ ////�//
ram/ / // / /�
�✓ -v �� - ����� CHANNEL �
�II/Ill/ l�/llll
/ I
l
_ _ ( > \ 2 /l f /��� I I��1 /ll
Z A < BOTTOM OF— / l / /t 1r/ r !�/i/i� / l/ l /j - ��� - ( J I 1 I I
-- 1 �� r ) �5 / S 1/ r / i 1
CHANNEL
(
I I (
IIII III I� � I
( l �l �111�111j�1/lI
l 1 / Ill
� , (/�) III���/il�,�///�ii/�ll•/t /I�l i , .11�/11,111111 II �i �� l l i � �1,'
O KEYED NOTES
1 . APPROXIMATE LIMITS OF DEMO (PRE
GRADING) AND EXISTING GROUND
................ ........ ......... .................. ........ ........ .......... {POST DEMO) SURFACE.
.................................................................................................. ....................................................................... .....:................... ................................................................................................... ....................................................................................
EXISTING 2. PROPOSED FINISHED GRADE LIMITS
7120 SURFACE 7120 ALONG "CHANNEL BY OTHERS" AND
............................................................................. ................................................................................. ............. .................................... .............. ..........................................:.................................................................................... TIE—IN CONSTRUCTS IS TO BE
............................................................................. ........................................................................................ ...... ................................................... .......................................... .................................................................................... DETERMINED DURING CONSTRUCTION.
............................................................................. ...................................................................................................:.................................
7115 7115
............................................................ .............. ................................................................................................... ................................................... .......................................... .................................................................................... + H
.....................................:. ............... ... ............................................................................................ .................................................. ..................................... ...............................................................................:
— � W
4•.62�. ................... .................. ..... ........ ............................................................................ W
.......................................
7110 U) 7110
............ ......... ...................... ........ .................................. ..........a,.............. . .....:................................................................................................... I---
o........... ................................
.... z w
...................................................................................
.......................................................... Co........... o.
1 �......... N . �. J Z
�...... ......�............. . .
UJ
7105 FINISHED
W 7105
a........... .......... .......... .............. ........... �..............GRADE ......... ................ ........ .............. Q
............................................................................................................... ...................................................................................:.......................
....... .. ....:.. .....................................
............................ .......................
7100 n 7100
................................. ............................................................................ ....:...... .........:...................:...................:.
........................... ..................................................... ................................................................................................. ......................... ..............................................�............... ......
...........:\ ..................
... ................. .................. ............................... .................................................... a
7095 7095
.............. ............................... ................................... ..............................
7090 7090
15 00 15420 15440 15460 15480 16 00 16420 16440 16460 16480 17400 00 17420 17440 17460 17480 18 00 18420 18440 18460 18480 19 00 19420
0 10' 20' 0 5' 10'
HORIZONTAL VERTICAL
Rev. DATE DESCRIPTION Designed By: ZS Scale: (As Shown) HOLCIM—WCR, INC
P ...
Drawn By: ZS 0- D.gC'0 ?N Date Created: 11 /01 /2022 MORRIS ON QUARRY DRAINAGE DIVERSION
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:
s/ANAL Sheet Of
Project No.: 10338120 C-202 20