2023-11-20_PERMIT FILE - M2023040

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483 Profile Mew of Cross Section A 4830 .......................................................... ............. .......... ............................................................................._......................... ........ ...... ................1................... �Phase 2`---= 482 ................ 4810 -4- ........ 4810 ..................... 4800 4800 ...................... Original Sf ___E______ ............ ................ .... ..... .... 4790 aBe _ n�fl Surface... r ------- i 1 4790 .......... .......... ... ........................ . ..... ...... 4780 4780 .......... . ..... -------------- 4770 4770 4760 Fully- ------ ............ ............ .............. ........ ....... .............................. .................. ........................ ...... ....... 4760 4750 Mine --- .. .............T................... ............... ........... ............. .............................. I_........... .. ........ ..Berm 4750 .................... .......................... ........... ................. ................... ...........__ ............. ............. .................. 4740 ...... - ----- 4740 =Surfa Full y- — 1 4— ............. ............. 4730 = Mlnedz ............... ...............----------- .......... 472 0 =Surface- ...-------- ........1 4720 -- =+7 1-z-aa............... ........................... T, 4710 4710 + .......... ...........- ....------ 47 0 ............... -------------- ..................... --------jj I -- - - I - 4700 0 4690 4690 .......... 4680 4680 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 1 8+oo 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 26+75 Profile Mew of Cross Section B 4840 4840 4830 ..................- .......... Phase se 4830 ..............9............. 4820 4820 4-- .............................. ...... 4810 4 0 0 ....... 4810 478 go Original Surface--.......... 4800 4780 470 4770 B B 47780 4760 4760 4750 4750 4740 4740 4730 Fully-. .................&a.aa---I-- F� _4jWa+4+_._W++W - _A_ 4730 Mined�.._=__ ............ _.._Surface_— - �.= 4720 -- 4-� 4720 4700 4710 4710 4700 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+002+50 4860 Profile Mew of Cross Section C 4860 487 Profile Mew of Cross Section D 4870 .............. Phase Permit a 3 4860 _44_._4_____---a a.&. - i - -__444---&d-&-6-6664mv. .77 48 50 ........... ........... 4840 ,Boundary. -4840 4850 ....... 3H:I V ............ 3H:1V Permit'4830 R c -4830 4840— :4840 laimed—. . -------T.4+a.. r.1+9+r9 - W 4 ......... ......... Reclaimed-. 4820 ........... -4820 4830 undary-4830 M-MM-M.-w-r EEE�Glope ------- ............ ....... - 4810 al ope Surface 4820 77=77:7777 4820 4800 3H:14800 4810 _ 4810 4790 rm ecame 4800 ec 4790 7 0 _1H- V= Slope Slope 47 80 479 t 4780 478 Min 4790 4770 4770 478 1 d - j -1------6-----T a= _7 Full y.aa. ....... 4760 4760 477 �1 H.1 __Slope 4770 4750 -1 H 1 V- —Mi 4 60 Mine ._E: — 7 4750 4760 4740 u Surface—... -- .........W-.----- 7 line 4740 4750—Slope. 4750 10 in ad ---Surface......_......I ....... a 4730 4740 .............. r! Slope 4740 4720 F_ 4730 7= 4730 4730 4710 ------7-- ......1 4720 4720 ............ 47104720 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 8+75 Profile Mew of Cross Section E Profile View of Cross Section,F Profile Mew of Cross Section G 4910 - 491 4910 4910 4910 4910 490 armBoundary� se 4-- 4900 4900- 4900 4900 4890 hose 4�_ ....... 4890 4890 4890 4890..................... 8 t I , 4880 4880 4880 4880 80 Berm ... ....... arm- -1 - arm 4 4870 4870 487 Berm 4870 4870 4870 4 70 4860 4tsbu 486 -2. 4860 4860 4860 ............... 4850 4850 4850 485 4850 4850 4840 u Fully-.._. 4840 4840 Fully Min ad-' 4840 4840 Mine y 4830 4830 4830 4830 Mine 4830 Sed cps 4830 Or I S. c Full ............ ��Su rface- Mined -----Surface-- A 4820 4820 4820 4820 4820 —Surfa 4820 4810 Surface- 4810 4810 L:�Permit 4800 480 4800 4800 4800 _4 y _Permit PhIme I 4790 4790 4790 1 4790 4790 ....._Boundary 4790 471 4780 4780 4780 4 80 4 8 4 47/0 __j 4770 4770 4770 4770 4770 4760 4 4760 4 60 4 6 --------- ...6 1-116-1-Irr-&.1 ra&&&&'&4'&&. r===:F=Fw-- Phave 3 EEr�EE,� 50 i -...4 4750 4 47 - 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+000+50 0+00 1+00 2+00 3+00 4+00 5+005+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 j ............. Key Ms� AA— __ESM Elt 3 0 7 7 7 7 7 Project Benchmark SCALE PROJECT PHASE:FINAL DATE ISSUED:8/28/2023 M CSM T1 19 7 3" Brass Cap (FEE-0 NO- DATE REVISION BY R IS IVER CITY MA CONCRETE Inter action of Coffman Road and Hwy 50 0 100 20D C 0 N U L T A ft T S LJNCC Sec,sll, T2S, R1E, U.M. 21S M.M-1,Unit201 —M.241AM K_ mt below. NORTHING: 7854.84 HORIZONTAL _G,..dJ M n.0081W1 --L— P :W2416WI 90111ny H1110 Gravel Pit: 800.928 Call bdM YOU ft www.un2ec2..o9rg7 EASTING: 123675.25 DRAWN BY: j14LO P—ROIECT,1330-003 CALL BUSINESS DAYS IN ADVANCE E MO -3 -11 CH. D&JI EXCAVATE 1DR' ELEVATION:4657.50 VERTICAL:1 50 CHECKED BY: EXHIBIT C I C-3 0�u�A DATUM SOURCE:MCLCS Zone "GVA" (NAVD 88), -Sht\1330-003 C,S,di-&dg[C-3]8/28/2023 3:14:46 PM Cross Sect-ions ND N.."',MEMBER UTITLHITEIES. S.\PROJECTS\1330 MmdD Ent,pCn.\003 r,.,,d PjI\P�egn\DWG\05 ORIGINAL SHEET SIZE: 22x34