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2017-09-01_REVISION - M2011001 (65)
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2017-09-01_REVISION - M2011001 (65)
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Entry Properties
Last modified
6/16/2021 5:54:18 PM
Creation date
9/19/2017 2:54:42 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2011001
IBM Index Class Name
Revision
Doc Date
9/1/2017
Doc Name
Map C-201 West Spillway Plan View
From
Martin Marietta Materials, Inc.
To
Division
Type & Sequence
TR1
Email Name
PSH
Media Type
M
Archive
No
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EI <br />0 <br />¢ C <br />Of <br />LU <br />T_ <br />F- <br />0 <br />A <br />N <br />77 <br />N <br />0 <br />N <br />[D <br />2 <br />3 <br />4 <br />C) <br />(o 1 1 j f,li J <br />LST 12' DIAMETER 1 / Ir Ire J <br />l OI L TANK 1 ! I <br />EXST FENCE 11 I t rl�l�r jr <br />00 1 �rljljl <br />EXST WELL 1 11 1'11 <br />ACCESS ROAD ,1 I I� II 111 <br />{ / 1 TO REMAIN <br />TYPE M <br />RIP -RAP <br />EXTRA CONCRETE/ RIP RAP �1 1 /II 111 <br />RUBBLE PLACED IN ~ � 11 <br />EROSIONAL CUT AND l 11 CONTROL POINT MAT <br />COVERED WI TOP SOIL 1 11 EL: 4689-140 <br />\ 1 X11 N=1,404,843.61 II ` — — —7LIII �I�I MINE TO BE RECLAIMED A5 POND <br />\ E=3,204,527.08 <br />#4x24" REBAR W/7'AC I I , / I�il WATER ELEVATION = 4681 FEET <br />AT TIME OF SURVEY <br />� _ 1 <br />1 <br />4688 <br />,�� I 1 \ 1111 1 l • �-��s --��vu/ <br />lllp 11 tl X1111 vu/ <br />�1,1,11� 11'}'Illl� 1� 1f /f�ltffll ass r-� ��111 f 111 II• 1 // `/�r { , 1 <br />11 111 O <br />,,,,,, 11 11111 d � � � 1111111 30' GAS EASE�FNT <br />1111\,1 1 111 1 .l t `' 11111 <br />1���1�° 1 1111 � 111111'11 1111! / <br />111 , 11111 11 1 11111 �I / 1VEW WELL <br />1 1 Ill [� /111111, 1�\�I 1 111 ti --r---4683-) <br />1 1 1 a r ACCESS ROAD / � / 111 �/11111/11 11 ( 1 � �---•_._�� 1 1 / / // / / � <br />EXST POUDRE 1 I _468j_ <br />RIVER THALWEG 1 11 111 1111111111 111 t 1 �i <br />� 1 111 111�1�I11 -111 I � tt� .� - � es�-�, � 1 I / ��/_./_•/ �l I I <br />3kp� <br />1 <br />\ 1 \111 <br />'4684 �� <br />C <br />� B <br />c-zo2 C <br />` -202 <br />t,}f}}}l} / ^1 1 1 111 1 I 11� Il -46s8 <br />1%lll 1 1 1 1 �1 1 ► a;� <br />1111 1 1 1 1 11 1�1X6$6 � __ A ; � ; { _ � - _4882- �po fief f <br />1111 1 1 1 111 ��' 1111 1 111111 4686 - �° • � - !� - _ L ���-�-�.i <br />r� <br />r <br />W, <br />5 <br />, <br />APPROX EXST GAS LINE TO <br />BE REPAIRED BY OTHERS 111111 f l 1 1 1 spall'�`�11 A6gC I t <br />s <br />do 1 `�'• ° ' p 1 } } ��r� APPROX PIPE DIRECp <br />TOP OF POUDRE I}I \1 'l l '• � 1 L ` UNABLE TO LOCATE IN FIELD] _ ' f <br />o�— <br />RIVER BANK 1 . �`.1. �- /_ f r � � — — — `4687-- <br />-4685 r / <br />i� i� i l� t l �` 111 ! •, _ <br />\468,5-r — J . AM, = =_ }CST 15 RCP PfPE EXST WELL <br />J 1 i t I C-205 [!�$ -— /^ FL E L= 4687.3 <br />Il 1/ ACCESS TO <br />Aha; 488T- -- J REMAIN <br />i b1 1 1 111 ,. l ae �� l_ _ -4sg8r �, CL GAS / <br />' ' <br />A R=60o" EA MENT } / J <br />1111/ 11111 �a 11��, I <br />C-202 t 1 1 l 1/ lul 111'' -458 <br />1 �r fif1111 11Lt l I �l 1\\1111 11 111111' '1 <br />—�-- AS 'll 111 r ,� � � � — <br />-100' I — — - `���1 1��`-= = -�' <br />1 1 � <br />APPROX LOCATION <br />EXST TREES (TYP) INSTALL 6" LASS 6 <br />,1 1 111111; j 1 i 1 1 r ROAD BAS FOR NEW ROAD <br />1111 ,� 1111111111 11 �� 1 RIP RAP WRAPS <br />111111 1 111111 ] 1 AROUND END OF <br />EXTRA VH RIP1111111 1 11111111 1 ~ 1 CONCRETE CUTOFF 1 J <br />_ <br />RAP PLACED IN 111/1111 ' 1 1111111 11 / 1 WALLS BOTH SIDES 1 / / J / / • <br />SMALL EROSIONAL CUT111`11`1llllll'll 1 1L l J OF BOTH WALLS <br />1`111\ <br />111111, _ 1 11111111 �/ CONTROL POINT RODKEY <br />1111111 1 �,' 1111`1111 EL- 4589.745 <br />1111 111 N=1,404,334.56 <br />1111111 l I 1 E=3,204,692.94 <br />11 } 1 111111 #4x24" REBAR W/Z' AC /�/ f / p <br />1 <br />TOP OF POUDRE <br />RIVER BANK 11ft11}l ll 111 1111111 / ��/ / <br />1}111 - I l l i 1111 /. <br />tl1} 1 111'1 f <br />111}1111` 1`1111 t 1 � //f // <br />.111111111 <br />111111 r 1111 Illi t — � � / / <br />1111111 i 1 11 111 11111 EXST MONITORING WELL <br />,}111111111 �I I I�1 11 I1111y1yI1 1 J EST CONCRETE EXST 4' HIGH METAL HANDRAIL <br />~1111111 I � � 1111 / � � \ <br />lww I ff - <br />/ V <br />EXST 4' HIGH METAL HANDRAIL '\ } <br />V\ EXST ANTENNA TOWER <br />EXST DITCH INTAKE 1 EXST ELECT METER <br />EXST ELECT � <br />TRANSFORMER / <br />f <br />0 <br />0 20' 40' 80' <br />SCALE: 1" = 40' <br />7 <br />NOTES: <br />1- TOPOGRAPHY BY KING SURVEYING JULY 2015. <br />2- DATUM <br />HORIZONTAL: MODIFIED STATE PLANE <br />VERTICAL: NGVD 29 <br />3. BENCHMARK: NGS "U 136", A BRASS DISK SET IN THE TOP OF THE <br />NORTH END OF THE WEST ABUTMENT OF R, R. BRIDGE OVER SMALL <br />CREEK. <br />ELEVATION: 4671.13 FEET (NGVD 29) <br />4- SPILLWAY WILL TIE INTO PRE -MINING CONTOURS (NOT SHOWN) - <br />KEY MAP <br />NOT TO SCALE <br />i <br />E <br />Ly O M <br />U <br />r Co O <br />W <br />nor <br />0 <br />LU0 <br />z <br />O <br />wa� -0Q <br />�C)� <br />W2 Co <br />0 N <br />to <br />zm'? <br />W <br />(n"P_ <br />(n zti <br />C) <br />0 <br />O <br />C3 W <br />W <br />❑ <br />C3 z <br />CD 0 <br />CL <br />A L3C;a,` <br />ti� a <br />n� <br />rain! <br />m <br />Co <br />Q <br />0 <br />z <br />O <br />C) <br />0 <br />W <br />❑ <br />Q <br />Y <br />Q <br />Q <br />W <br />W <br />Z <br />�i <br />J_ <br />— <br />Z <br />Z <br />W <br />J <br />W <br />Project No.: 133-24097-15001 <br />Designed By: GL <br />Drawn By: RAP <br />Chocked By: .IAB 12 <br />16 <br />s= <br />X01 CL <br />0 <br />Q <br />v <br />0 <br />Wmmmmmmmmmi Bar Measures 1 inch <br />RECEIVED <br />M-2011-001 TRO1 qrp n 'I 9n17 <br />DIVISION OF RECLA11ATION <br />MINING AND SAFETY <br />
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