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<br /> `I`` ^`���`` \\�`\♦ \ ``` \\ \ 111 1 1 I I I BEFORE YOU DIG W N X
<br /> \`\ .800.922-1987
<br /> =
<br /> TABLE `\ ♦ `�`�` \; \\ / UTILTTT NOTIFIGIITION In
<br /> WINED0.TA RADIUS ARc OgRD ORi `\,`�� "`�; ``\ k I( 1 1 CENTER OF COLORADO f
<br /> cx F \ aly�
<br /> E4 , ., ■
<br /> cs \ / `♦` ♦\\,` Q\ ` \\�� `♦ \ —Te8�gyygNy�l I I I\ •.-Y.�'_'— —'—'—'—'—'— —'. a ERR
<br /> ONE ffw w T"B`
<br /> LEGEND
<br /> —__— PROPERTY LINE
<br /> IDA
<br /> _.._.._.._.._.._.._ GRAVEL PIT
<br /> BOUNDARY LINE La s `. \ ` `� �♦ `J``:.`� `\�\\ i: \ 1`\\ P \\ s
<br /> G
<br /> FLOW PATH uo ���♦`p \ ,\ P,� ," `C�1�,J�,;��•`�\\\ >^:\\ W \I z/
<br /> EMPL NO 'f- + �� ` \ \`\ 1 \`\\\\`;`\;`\\`\\\♦\\ ♦\\ \Nw I'm-YtIxN
<br /> SA�µ�'•' y•
<br /> }r 429U2 '�Oy'. + • Ao� ;` \♦ CR 21 ECELERATON\ E, J
<br /> N _ "I \\ LLA�-NN
<br /> ''7 ' - \` I / ``� \,\ \\ \`\\\\\"♦\ \ \SEE CR 131MPROVEMENfi \ 1
<br /> 1. Z-2L-/J W -,A ` 6 p4'<�� \ 1\1 \ PLANS FVy,DFTAILs 1IN
<br /> 1 0 Al/ PROPERTY LINE `\'
<br /> p ti �•,. \�
<br /> Z
<br /> i/tiEWR&D TO 11
<br /> ZIAGNM 11CC48 \\
<br /> NCE ILE 6�\ 11
<br /> yYERBURDEAIIKACm-^ / 1 \♦�\\�\\ \ / a_- C1 W
<br /> "%iti T�q INId ` I _ ` \\♦:..`♦ �\ \ / g
<br /> /V y SOUND BUFFER \ - j 1 \\\\\ ♦ \\ \ ` \�\1/
<br /> DRAINAWAV FROM 1EL `6 '�Y`1
<br /> THBERM,TOBEI DRAR NO / \ 11 ^ ` =-=`� \`\\\`\1\\\\ 1 I\^ \ y y 1/I
<br /> �0.51N CREEK SEEDED (FaC I I I I I \\ 1'` ^ q
<br /> .(S COMPLETED .•A•F 1 I11 P NEEDED `\`\ ``` \
<br /> 1 Illl III 1 `\ \\`1 \1 1'11 \z__�� M
<br /> Ao ul
<br /> T SOIPILES ERB ALONL E ALONG RO
<br /> � s • - PAONX.m NP M/'`^C`� `�^^�� I Ili Il llllj �tl I 8 K /�y\ �```\``�'' ��\\\\\\`\ /�Il ly'ii - J •/-1�_�i J \ 1
<br /> _1ai_- N RIES o
<br /> ll \`\\\\I\1 s'=-'I!R r�� -� ♦l <_ /
<br /> EASEMENT
<br /> WATERWELL
<br /> scud:J•.sss' furl2/ I11JJ-- - r` li/O•d•K - - \�\?[^�ti, \\` —ti_`•''� \ C� \ A 1 \ '7 L3
<br /> \` 'll II Osi1sJ �!- C-.�` \ \ \.L•II �\\ �.rK��C i�\\ 11/
<br /> sCALK:J^=260' (s..... - \\\ ri�liiiiiii I I ,a. '` \�J \��`'-"�----_ _ �`�\�N ♦ 'J �}\ ` IN
<br /> WATER WELL
<br /> 600- 260'Ilia' 0 260' EXISTING
<br /> EXISTING GROUTED
<br /> RIPRAP DRAINAGE /IIIIII f II 1� /11`\,♦\ P\ ^` _ l��\" RiRaq^\\\\ \ ♦\\\
<br /> \` I// l/IIII I^ '1=Y/�1! l\ I ♦ ``\\`�\`_� "t ,\\♦ "�\ I 11 ^ZI \\\
<br /> RUNDOWN SP MN. I / .IIII A �5'`\\ `_^` \ ` \3\\\` 1 j / �'�\ \`\♦\,\ \ \I-�`� ��\\\\
<br /> EMERGENCY ACCESSROADTO ^` ♦` ^\ I I I I,rV> !i " \\ �`^�^ - / CQ g' -
<br /> COUNTY ROAD 213 AS PER v - _�- _ \"�` I r/// - /I/Ill
<br /> RECEPTIDNNO,MMDEED CUNSIRUC \ `` \\ \ Il1l\\
<br /> RE CORDED APRIL 30,2000, 1 / !" --^ ;-' _ I♦ _ - -`_- !// ! ``\\``\ ^� \\\\\\\\' __i / // -
<br /> LessTNANNAcweAIANApE01 - _ -sue -�-_ - _ - ��:��`�\�:. _ __-i/n/i44 �\\^` �"`n:l p\IJI\\11\ / /f�/ _- _- '• Z
<br /> GENERAL NOTES `�/ �^•\wa.•���J T ` -!/' �I\' /'`\ ,_ - -___�_ _- _ 111 `�i '•i: /'i�,� '
<br /> L THE MAIN ACCESS ROAD WILL BE CONSTRUCTED TO THE OFFICE TTWLER ASSHOWN. `�9� a //' ,���_
<br /> / _ `�` ' -_�__i/ice_ •+. ` \- _ ^^
<br /> ].THEOWNER SHALL UTILIZE THE PROPOSED SEDIMENT AND FRESHWATER PONDS TO KEEP DIS7U1� '`\ C F.° a.F 1Tm. _\ 1♦^"� \ S�7'- _ c 4' \���i ` _ l_^`` ^�`r.'�
<br /> SITE RUNOFF FROM LEAVING THEPROPERTY.THESWALEANDP-DUPKEEPANOLOGTIO aS aIE \ PTO \�' \ 1 i- l,�,r `.�`__ '` -'/%ll _ •�,`- \ '��/�^ l$\ _ ,/////// ^� ` w
<br /> THE RESPONSIBIIfry OF THE OWNER THROUGHOUT
<br /> IN E PROJECT.PONDS SHALL HAVE A MNRAUM OF 3' ```\ ` ' 11 r��_,`♦ -- \ �\\ �+' ' 11 r/I\ II `\^I```1^1-/ 3 `` /I"�/�' 1 \T
<br /> TOF HE REEBOSIBIL ALL TIMES. ♦`\ , . _ _ _ // 1 \ ; `�^ _ 11 1
<br /> 3.RETENTION POND LOCATION IS APPROXIMATE ONLY,SEE SHEET D3 FOR DETAILS. /,'^^ `I `_'!' \ - /``\ __' 1\Ill\
<br /> 4.GRASS AND RIPRAP LINED DWERSKN SWALE LOCATIONSARE APPROXIMATE ONLY, \ 1 ,\ ��{ `- \ 1
<br /> CONTRACTONOPERATOp SHALL MAINTAIN ASLOPE BETWEEN 0.50%ANO 1.00%ON ALL PORTIONS OF --
<br /> SWALE.SEE SHUT FOR DETAILS 1 `1 ♦eA \^-� "\\ /�/ �^� 1- /♦� _ ♦ -,/'��' S
<br /> S.GRASS LINED UTA •A•SHALL CARRY UN-IMPACTED STORM WATER FROM NON-0ISNRBEO AREAS. `\ _ _-_- ,.j _^
<br /> \ \ \ `I \ -` _ - -
<br /> 6.RIPRAP LINED SWALES•B•b•C'WLL BE CARRYING WATER DISTURBED AREAS ONLY. \ \ \ / ------ _ • / \\\ \ \I / \\1 \`\_ /
<br /> T.NO PROCESS WATER SHALL BE COMMINGLED WITH STORM WATER IN ANY OF THE SWALES. \ \ 1 `\` ^ -` \\\ \ `\' / , T 1 /,
<br /> e.THE PROPOSED STEEL WATER UNE SHALL BE CONSTRUCTED TO DELIVER WATER TO THE WASH PLANT `\ `\ ♦ '-_- _` `\a `\^'\�`-�`\�c
<br /> AND CONCRETE PLANT STORAGE PONDS.THEIRLOCATIONIS TBD THE ALIGNMENT HAS NOT BEEN 1 T _�----- �\` ^` ` III I/ _��``` .yam` _ 'T ' I11
<br /> S.SWAIEb A,B,SC AUY NO LONGER BE NECESSARY ASA PARTa THE REVISED PROPERATIONS,BUT \ \1 \ 1
<br /> THE DETAILS WILLREMAIN WITHIN THE PLANS IN CASE THEYBECOME CRITICAL ATA LATER DATE. _ ^ `` \ \\ !
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<br /> ope (-_73 2c��s C�,�ox
<br /> �I(*-bicJ J� '�U�a- 13 2u,
<br /> tn;Ig,6-Iona- Q -Tob/�We DIVISION OF
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<br /> 'MINING AND
<br /> t7;�a•��L.) D�lA e 2 �-�fa��e t�k� I I,V�2-�n�"-� lea = D.P� 2�res ~ 1;
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