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2023-10-31_REVISION - M1973021 (14)
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2023-10-31_REVISION - M1973021 (14)
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Entry Properties
Last modified
11/1/2023 10:10:00 AM
Creation date
11/1/2023 10:01:32 AM
Metadata
Fields
Template:
DRMS Permit Index
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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'// f / 1 � \ ( � / / / , i - __ / f r � l i I � — —� — — — _ ✓ --_—=i —_ // — � � `�- — — ,- — � — — / — — �_— — � — - --- — i — <br /> / / \ -, `\ ` �-- — — s�_— �� � �_ _ — — i — — — J! — --���� — % � — — — i — J \- r --�_ � �— 1670 BROADWAY, SUITE 3400 <br /> iI -�� / \�\ — — — _ __ — — _ — —_—=— _—_ — =!-- — —_� _— = — — _ ��_ — �_ �-� _ _- —�— — _ DENVER, COLORADO 80202 <br /> /��/ � _ --� — ��- - _ — — - - - � --'/ �-� — /ice =� — ::: = - - — _ - - - — — �� - - - _-� <br /> \ -/ // / r— J�Js _ / r- — J - — V `_ =1 _� _ � _ ��— � �� - -_- - ` _- - - - ___ ___ �- - � � — =_/ _—_ —� �i� _��=___ — _ __�� ` %_ � '� =_ (303) 764-1520 <br /> �A� �l// l _�-_� - - - _ �_ _ /� __ / - <br /> — r — — —� _/ — — — ✓ _ �� - F)l <br /> _ -- l— _�� �--�/�--_ �_ _ —_ �_ �= <br /> �v', - _ vti 1 � / - -:�:_-� _ - � -�- __-,_-_ _-_-_-_-_- - _-�_ -__ _ � „=_ � _ vim_ -- _-�_� �__/ __ __--___ __- _ <br /> GENERAL NOTES <br /> --� �' _- _- - - - - - -_ - - J� - _- � - �� - = _ —_—:�:--_—_—_—__ 7 f _ 1 . SINGLE DECIMAL ELEVATIONS IN <br /> \ o - �� a / - ` �� - = _ � f - � _ � �1 _�_ _ _ f J _ _ - _ _ _ __ _ _ = PROFILE REPRESENT THE EXISTING <br /> -�\���o �� ��� � �� � v _ �/ l / / /' -1 ���� v; _ - - __= _ - -_- = -- - -_ = = __�_'� - �_;_ = _-_ GROUND (POST DEMO). TWO DECIMAL <br /> / / _ I � � - _ _ - - . _ - - - - _ <br /> ,A v��c��-- - �_ -� � -- c�, v / / ! -� _ _ _ = = = 5= - = = = _ _ - - -��_ -- %_ _ = -_ -_� __= , _- - -- ___ - - ELEVATIONS REPRESENT FINISHED <br /> \,v- -- v� ,� - - �� � � I / i J -/ '� _:7- __ -� _ _ _CD_ --_ --�_- �_�-_ -_ - _��� - � =___� -- -_- - - - -_ —__ GRADE ELEVATIONS AT THE CHANNEL <br /> v�v,v -_'_ ___ ��- w�� �w- ���n�� �� �v v ( � > -_ - -___- - - _-_ - _ _ _= _ _-_=_ __ � _ -- -'_-_ ____-_ _��- _ �� __ _-__- CL INVERT. <br /> ��� ;- =� == w- _ _>- -)� �� \\��\\� �� / J - -% - _ -' _ _'� 1 ✓�i'� -� _ _=_ _____ - __ 2. EXISTING GROUND SURFACE SHOWN <br /> - �� -��� - = - - � j I �-�v� / i ,_ - - r � �- -� - _ - — - _ �_ _v _ _ - � ti � v IN PLAN AND PROFILE IS COMBINED <br /> --�- ;__� - -- =/ J J / � � 1 S / � �✓ _ �- �� �! � _ � � � � � ��� �- � `__- _- � � = \�� __� -` „� � \\ -�- �,-r + WITH EXISTING GROUND POST DEMO <br /> --v� � - - - - -::I - - - <br /> -�_=-_- - - - _mow �� O �� 1 c �� �� - � i ' _ i� � � _ i� � � v _ � � W SURFACE. SEE CROSS SECTION <br /> — — —v = — — — - - - - /— �I r � y" \ , � --r Q � �� v) � r �, , T_ � ,, / - - � v l ---1 � � � <br /> 1 <br /> _- - - -_- -_ - - = - i v �� v v v�„� � - � �-- �� v - - W SHEETS FOR SEPARATE EXISTING <br /> __ �� -- --- - --1 � / /l ��,� �v �/ � � < � , - � - - - � /I-� o-1 _ I �= l J � -' - _ � _ GROUND {PRE DEMO) AND POST <br /> _ � 2 <br /> v - - -_____ - ____ - - _- �_� I /����v �v �� C - - -- - - � " _ ---��� � ��� �_ `_ (n DEMO SECTION LIMITS. <br /> _ v �� � v - - _- - - - - = �� � / �� v � t / I , - � � ��� � - __ - _ ��_ I- <br /> V� v - - - - — — — _ `� V� �� / A - - � �� — —���/_A— _- - v���_i — _-_ W <br /> � _� _ - - - - - 5 _ - i ) > 1 �� `� - _ ���i� - _ - - =_- ==- <br /> - <br /> , v v _ - - _ _ __- - - - _ - _ ��v � t _ __ - - - - - _ - W <br /> � _ _ _ _ _ - - _ - v v � � v l - - - -- - - - __- - U W <br /> =- �� - _ - �� 7 � - � - - - - J _� _ L ��- < �/J <br /> �/ — _� — r- �A ✓i i — � �r — — —A � — — — — �_ �'— �s —__ _ - -� — _ I — — � �� — <br /> -� — — — - - — � — � — — — —� — — �� — _. - � � - - <br /> I" - - - - - 14'� - _ - 2 -_ —-� -=�- �- - - �� _ � <br /> -- - _ - - �� = - -_ - _BOTTOM OF - �� - - _ <br /> v __ - _ = TOP OF - t7t - _ - - - _ - _ I <br /> �/� �� , � - - _ - CHANNEL- ___ - _ CHANNEL = - _ _ _ - - - -�� - _ _- - _ <br /> �.�= - - _ -__ - -- - - = - -- _ - - - _ _ _ _ _ - - _ <br /> -� , / _ - - - - - - - - - - - ;� -_ - -_ - - _ <br /> �_;=vim% _ - - - - _ - __ - - - __� �� _ _ - _-� CHANNEL - _ - - __ --_- �____ -_ �=_= - = � / / �� � =- <br /> _ i --� _ _�_ —E;m - _ _ — — �. — — _ _ — .� — =- _ -�� <br /> \\ — _— — — i �� �� — / — — =/ _ — _/� _ — �—__— —�_�__ — _ vv�_� �� w �_ — — —� - — — — = _ _ _ _ _ _ _ �� _� — i — V — — — — _— - — — — �_� — — — <br /> _ -- — _— — ✓ — ._ \ - — —— A � _ — AA—/' fig � � __—-- — r—� �_ <br /> _ _ ti _ <br /> \ ` — —_� — _ _ / �'�_ ✓!` —_i_— _� -� �- �..�- — — \ ✓ \\ \ — / _ \\ — — — —_�: — —^ 'ice _ — — — _ — <br /> � � l- ` /r — — / —�— /ice_ i \/ — '� _—� L'li--` �\ \- J� — — � \ /— — — — _� � � �- ��- !� ./ \/ �- ✓:7 J � <br /> \- :=_ - =� - _-= = =- _ ������'� _� �\ -- -___- - �� =i = �� _END GRADING AT HIGH WALL- _� -_ -=_ <br /> j -�-_ = i == �� - -� �_- - - _�� � �\ _`r- - -=PRE-RECLAIMED TOPO _ _ - ___ -_- <br /> - - _ _ _ - _ - -� - � _� - - - i - = - _ - _ - - i - <br /> 11 <br /> �� //� - - — = ,- � � _ - - - -- � �-- v - � :�_��- - _ - - �— — — _ _ — -_ _ _—_ — �� — — � — � � �� � — _— <br /> // �_ .ter_ __ = /r .�� —/— — — / — i — — A — — — — — _ �_� —_— — — � _ — / — — — — / — `�— — — — — /1_� — L_ — ✓ti — �� �-r A,_ ��'' �. — <br /> � J {( —_ - -_ — —_ - -_ — - - —_—_ v- -_ --- � — _ - - - _ _ _ — � - - —_ _ - - - — — - -_ — � � — _ _ v —- <br /> -� 1 V�l�/_ �— ✓ �_���� i— f �A�__ �_— — �_ ___ _--_ _ �_ — � _ _ _ <br /> _ — \_ — \ — / — <br /> zz- <br /> J� 1�)/� _ — = — — — — - — �_ A _ - . — �__ _— — _ - - - - - - - - - - - - - - - — — _ �� — � ✓ <br /> / \ \ <br /> ......................................................................................................................................................................................................:..................................................... .............................................:..f................................................................................................................................................................................................ <br /> j - - KEYED NOTES <br /> 7150 7150 <br /> __\� -y <br /> .....................................................................................................................................................................................................:........................................................... ............ ................................................. ................................................................................................................................................................................ 1 . APPROXIMATE LIMITS OF DEMO PRE <br /> / { <br /> .................................................................................................. ................................................................................................... ................................................................................................... ........................... ...........:...................:...................:................... ............................................................................................... GROUND <br /> GRADING) AND EXISTING <br /> .......................................................................................................................................................................................................................................................................................................................................�..................................................................................................................................................... <br /> {POST DEMO) SURFACE. <br /> ......................................................................................... ................................................................................................... ................................................................................................... ..............................................�................................................................................................................................... <br /> 7145 � 7145 2. PROPOSED FINISHED GRADE LIMITS <br /> ......................................................................................... ................................................................................................... ............................................................... ......... �............................ .......................................................................... <br /> ALONG CHANNEL BY OTHERS AND <br /> ...................................................................................................................................................................................................................................................................... .... ............................... TIE-IN CONSTRUCTS IS TO BE <br /> .....................................................�........................................................................... p <br /> \ p DETERMINED DURING CONSTRUCTION. <br /> ........................................................................................................................................................................................................................................................................ EXISTING <br /> .......................................................... ..... ......................................................... + <br /> I--- <br /> 7140 - SURFACE � w 7140 <br /> ......................................... ..........................................................................................................................................................a .................................................................................�.............. w <br /> .. .............. ................... ....................... ....... .................. .................. ................... ................... ................... .................. ............ .............. ............ .................. .................. ,__.,`. < _ <br /> Cn... ............. ............ ............................... ....................... .................. ........ .........a..................... .................................. ........ ....... ........ .......�.:� <br /> 2�.......................... ........... W X <br /> 7135 �- z w 7135 <br /> ... ..........................................a..................... FINISHED ......................................................................................................................................................................................................................................... - <br /> .................................................................................................................................................................................................................. <br /> o............sv........... . GRADE .... ................... _ W <br /> .. ... . ..... <br /> W <br /> ......... .+.....:..... °' ...... ................................................................................................................................. ................................................................................................. <br /> co... ......... ............................ <br /> d- <br /> Q <br /> 7130 - - �- + + o 7130 <br /> ........................................................ ............................... .�........ ....... .�............ ............ ...... ...................... ,0........... ............................... ................................................................................................. .......................................................................................... <br /> a a0 + <br /> ........ .. ............ ...................... ............................ ..1.... ............................... <br /> ........................................................... a............ 6............... .... .......................... . ............................... ....................... .�......................................................................................... .......................................................................................... <br /> ............................................................................... ................ .a...................... N............................. ........................ ...... ................................................................... ............................................................................................. <br /> �.. .. <br /> d <br /> N c� <br /> 7125 N N 7125 <br /> .................................................................................................................................... . ...................:.......... -......:....................... o kN_ ......... ........ <br /> ................................................................................................ .................................................................. a.......................... .�, n,........ .,�........ ..,.. .................................................. .. .................................................................................... <br /> . .. .. <br /> ............................................................................................... ..........................................................:....... ........:.................. ............................... ........ <br /> ......... .a:0....... a........ .... ................... 4.62q... <br /> a - _ <br /> 7120 - 7120 <br /> a <br /> 7115 7115 <br /> . . <br /> 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 <br /> 0 10' 20' 0 5' 10' <br /> HORIZONTAL VERTICAL <br /> Rev. DATE DESCRIPTION Designed By: ZS Scale: (As Shown) HOLCIM-WCR, INC <br /> P� ......��C <br /> Drawn By: ZS 4��\ �.gco.' L. Date Created: 11 /01 /2022 MORRIS ON QUARRY DRAINAGE DIVERSION <br /> �� �'° CHANNEL - PLAN AND PROFILE <br /> Checked By: AC 24 lot Date: 9/1 /2023 F.I.R. Date:'.., gl H L IM <br /> '.0 /01/V23 <br /> File: C-201 .dwg ��.��s _.: �``' F.O.R. Date: For Const. Date: <br /> S/ONAL Sheet Of <br /> Project No.: 10338120 C-201 20 <br />
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