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

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/��/ � _ --� — ��- - _ — — - - - � --'/ �-� — /ice =� — ::: = - - — _ - - - — — �� - - - _-�
\ -/ // / r— J�Js _ / r- — J - — V `_ =1 _� _ � _ ��— � �� - -_- - ` _- - - - ___ ___ �- - � � — =_/ _—_ —� �i� _��=___ — _ __�� ` %_ � '� =_ (303) 764-1520
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— r — — —� _/ — — — ✓ _ �� - F)l
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GENERAL NOTES
--� �' _- _- - - - - - -_ - - J� - _- � - �� - = _ —_—:�:--_—_—_—__ 7 f _ 1 . SINGLE DECIMAL ELEVATIONS IN
\ o - �� a / - ` �� - = _ � f - � _ � �1 _�_ _ _ f J _ _ - _ _ _ __ _ _ = PROFILE REPRESENT THE EXISTING
-�\���o �� ��� � �� � v _ �/ l / / /' -1 ���� v; _ - - __= _ - -_- = -- - -_ = = __�_'� - �_;_ = _-_ GROUND (POST DEMO). TWO DECIMAL
/ / _ I � � - _ _ - - . _ - - - - _
,A v��c��-- - �_ -� � -- c�, v / / ! -� _ _ _ = = = 5= - = = = _ _ - - -��_ -- %_ _ = -_ -_� __= , _- - -- ___ - - ELEVATIONS REPRESENT FINISHED
\,v- -- v� ,� - - �� � � I / i J -/ '� _:7- __ -� _ _ _CD_ --_ --�_- �_�-_ -_ - _��� - � =___� -- -_- - - - -_ —__ GRADE ELEVATIONS AT THE CHANNEL
v�v,v -_'_ ___ ��- w�� �w- ���n�� �� �v v ( � > -_ - -___- - - _-_ - _ _ _= _ _-_=_ __ � _ -- -'_-_ ____-_ _��- _ �� __ _-__- CL INVERT.
��� ;- =� == w- _ _>- -)� �� \\��\\� �� / J - -% - _ -' _ _'� 1 ✓�i'� -� _ _=_ _____ - __ 2. EXISTING GROUND SURFACE SHOWN
- �� -��� - = - - � j I �-�v� / i ,_ - - r � �- -� - _ - — - _ �_ _v _ _ - � ti � v IN PLAN AND PROFILE IS COMBINED
--�- ;__� - -- =/ J J / � � 1 S / � �✓ _ �- �� �! � _ � � � � � ��� �- � `__- _- � � = \�� __� -` „� � \\ -�- �,-r + WITH EXISTING GROUND POST DEMO
--v� � - - - - -::I - - -
-�_=-_- - - - _mow �� O �� 1 c �� �� - � i ' _ i� � � _ i� � � v _ � � W SURFACE. SEE CROSS SECTION
— — —v = — — — - - - - /— �I r � y" \ , � --r Q � �� v) � r �, , T_ � ,, / - - � v l ---1 � � �
1
_- - - -_- -_ - - = - i v �� v v v�„� � - � �-- �� v - - W SHEETS FOR SEPARATE EXISTING
__ �� -- --- - --1 � / /l ��,� �v �/ � � < � , - � - - - � /I-� o-1 _ I �= l J � -' - _ � _ GROUND {PRE DEMO) AND POST
_ � 2
v - - -_____ - ____ - - _- �_� I /����v �v �� C - - -- - - � " _ ---��� � ��� �_ `_ (n DEMO SECTION LIMITS.
_ v �� � v - - _- - - - - = �� � / �� v � t / I , - � � ��� � - __ - _ ��_ I-
V� v - - - - — — — _ `� V� �� / A - - � �� — —���/_A— _- - v���_i — _-_ W
� _� _ - - - - - 5 _ - i ) > 1 �� `� - _ ���i� - _ - - =_- ==-
-
, v v _ - - _ _ __- - - - _ - _ ��v � t _ __ - - - - - _ - W
� _ _ _ _ _ - - _ - v v � � v l - - - -- - - - __- - U W
=- �� - _ - �� 7 � - � - - - - J _� _ L ��- < �/J
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-� — — — - - — � — � — — — —� — — �� — _. - � � - -
I" - - - - - 14'� - _ - 2 -_ —-� -=�- �- - - �� _ �
-- - _ - - �� = - -_ - _BOTTOM OF - �� - - _
v __ - _ = TOP OF - t7t - _ - - - _ - _ I
�/� �� , � - - _ - CHANNEL- ___ - _ CHANNEL = - _ _ _ - - - -�� - _ _- - _
�.�= - - _ -__ - -- - - = - -- _ - - - _ _ _ _ _ - - _
-� , / _ - - - - - - - - - - - ;� -_ - -_ - - _
�_;=vim% _ - - - - _ - __ - - - __� �� _ _ - _-� CHANNEL - _ - - __ --_- �____ -_ �=_= - = � / / �� � =-
_ i --� _ _�_ —E;m - _ _ — — �. — — _ _ — .� — =- _ -��
\\ — _— — — i �� �� — / — — =/ _ — _/� _ — �—__— —�_�__ — _ vv�_� �� w �_ — — —� - — — — = _ _ _ _ _ _ _ �� _� — i — V — — — — _— - — — — �_� — — —
_ -- — _— — ✓ — ._ \ - — —— A � _ — AA—/' fig � � __—-- — r—� �_
_ _ ti _
\ ` — —_� — _ _ / �'�_ ✓!` —_i_— _� -� �- �..�- — — \ ✓ \\ \ — / _ \\ — — — —_�: — —^ 'ice _ — — — _ —
� � l- ` /r — — / —�— /ice_ i \/ — '� _—� L'li--` �\ \- J� — — � \ /— — — — _� � � �- ��- !� ./ \/ �- ✓:7 J �
\- :=_ - =� - _-= = =- _ ������'� _� �\ -- -___- - �� =i = �� _END GRADING AT HIGH WALL- _� -_ -=_
j -�-_ = i == �� - -� �_- - - _�� � �\ _`r- - -=PRE-RECLAIMED TOPO _ _ - ___ -_-
- - _ _ _ - _ - -� - � _� - - - i - = - _ - _ - - i -
11
�� //� - - — = ,- � � _ - - - -- � �-- v - � :�_��- - _ - - �— — — _ _ — -_ _ _—_ — �� — — � — � � �� � — _—
// �_ .ter_ __ = /r .�� —/— — — / — i — — A — — — — — _ �_� —_— — — � _ — / — — — — / — `�— — — — — /1_� — L_ — ✓ti — �� �-r A,_ ��'' �. —
� J {( —_ - -_ — —_ - -_ — - - —_—_ v- -_ --- � — _ - - - _ _ _ — � - - —_ _ - - - — — - -_ — � � — _ _ v —-
-� 1 V�l�/_ �— ✓ �_���� i— f �A�__ �_— — �_ ___ _--_ _ �_ — � _ _ _
_ — \_ — \ — / —
zz-
J� 1�)/� _ — = — — — — - — �_ A _ - . — �__ _— — _ - - - - - - - - - - - - - - - — — _ �� — � ✓
/ \ \
......................................................................................................................................................................................................:..................................................... .............................................:..f................................................................................................................................................................................................
j - - KEYED NOTES
7150 7150
__\� -y
.....................................................................................................................................................................................................:........................................................... ............ ................................................. ................................................................................................................................................................................ 1 . APPROXIMATE LIMITS OF DEMO PRE
/ {
.................................................................................................. ................................................................................................... ................................................................................................... ........................... ...........:...................:...................:................... ............................................................................................... GROUND
GRADING) AND EXISTING
.......................................................................................................................................................................................................................................................................................................................................�.....................................................................................................................................................
{POST DEMO) SURFACE.
......................................................................................... ................................................................................................... ................................................................................................... ..............................................�...................................................................................................................................
7145 � 7145 2. PROPOSED FINISHED GRADE LIMITS
......................................................................................... ................................................................................................... ............................................................... ......... �............................ ..........................................................................
ALONG CHANNEL BY OTHERS AND
...................................................................................................................................................................................................................................................................... .... ............................... TIE-IN CONSTRUCTS IS TO BE
.....................................................�........................................................................... p
\ p DETERMINED DURING CONSTRUCTION.
........................................................................................................................................................................................................................................................................ EXISTING
.......................................................... ..... ......................................................... +
I---
7140 - SURFACE � w 7140
......................................... ..........................................................................................................................................................a .................................................................................�.............. w
.. .............. ................... ....................... ....... .................. .................. ................... ................... ................... .................. ............ .............. ............ .................. .................. ,__.,`. < _
Cn... ............. ............ ............................... ....................... .................. ........ .........a..................... .................................. ........ ....... ........ .......�.:�
2�.......................... ........... W X
7135 �- z w 7135
... ..........................................a..................... FINISHED ......................................................................................................................................................................................................................................... -
..................................................................................................................................................................................................................
o............sv........... . GRADE .... ................... _ W
.. ... . .....
W
......... .+.....:..... °' ...... ................................................................................................................................. .................................................................................................
co... ......... ............................
d-
Q
7130 - - �- + + o 7130
........................................................ ............................... .�........ ....... .�............ ............ ...... ...................... ,0........... ............................... ................................................................................................. ..........................................................................................
a a0 +
........ .. ............ ...................... ............................ ..1.... ...............................
........................................................... a............ 6............... .... .......................... . ............................... ....................... .�......................................................................................... ..........................................................................................
............................................................................... ................ .a...................... N............................. ........................ ...... ................................................................... .............................................................................................
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d
N c�
7125 N N 7125
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............................................................................................... ..........................................................:....... ........:.................. ............................... ........
......... .a:0....... a........ .... ................... 4.62q...
a - _
7120 - 7120
a
7115 7115
. .
101.00 10420 10440 10460 10480 11 oo 11 20 11 140 11 60 ' 11 80 12 00 12420 12 40 12460 12480 13 06 ' 13420 13440 13460 13480 00 14420 14440 14460 14480 15 00
0 10' 20' 0 5' 10'
HORIZONTAL VERTICAL
Rev. DATE DESCRIPTION Designed By: ZS Scale: (As Shown) HOLCIM-WCR, INC
P� ......��C
Drawn By: ZS 4��\ �.gco.' L. 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:'.., gl H L IM
'.0 /01/V23
File: C-201 .dwg ��.��s _.: �``' F.O.R. Date: For Const. Date:
S/ONAL Sheet Of
Project No.: 10338120 C-201 20