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6 <br />EXISTING BUILDING <br />e <br />STA: 107+98, 110.1 LL <br />olsson <br />ErgYwrtrp - NebnNu COA #CA -0638 <br />201 Ent 2nd Street <br />(bond Island, NE 66801 TEL 308.381.8750 Arno .OMS (mm <br />k 107+34 nn Lr TO STA: 101+24 151.5 L <br />INSTALL GRAIN eA_mR <br />, k 107+16 11¢Y LT TO 5Tk 10]+16 101.9' LY <br />PIPE <br />N __ <br />DOSTING BUILDING n <br />NSTALL 9 LF OF IY STORY <br />I e• LT <br />STA: lm+z4' lG. <br />RN. ,54RAI <br />TALL 9 LF O IY STEM <br />1 804 <br />SSE- <br />EXISTING BUILDING <br />INSTALL CRAN BASH <br />RNR- 1847.90 <br />W. INV OUT. 1044.43 (12') <br />k 107416 101.6LT TO STk 105+26 10E0 Lf <br />5Tk 106+16 101.4' LT TO STA: 107+69 101.6' LT <br />W. NV. OUT. 1644.5e (12') <br />- ALL 30 LF OF 12' STORM RPE OS t p. �. <br />INSTALL 112 LF 12'STORM AE <br />CE <br />- '' - 9 <br />SCALE IN FEET <br />%CPE- 0.204 <br />k 1. 1 101.6' LT 10 STA: 106+56 101.6' LTI <br />OF 12' STORM RPE <br />TALL 30• <br />�MSTALL <br />14 <br />• <br />OIAN BASH <br />164416/116 <br />"_�-+ • <br />. <br />•�.. •r <br />4 1 <br />SMV. Wt- 1664.54 (187. <br />r` <br />� • ` <br />1 � A • <br />I <br />574 106+04 101.8' LT <br />16• <br />1.. •• <br />.` • M <br />IW• 1 <br />.. . <br />... �• . •+ ' c w <br />DRAM BAA! <br />4100+53 I�0.4' LT ro STA: 106+16 101.4 L <br />1I{` <br />STA: LONA 1NE LT <br />RN.INSTALL <br />680 1847.63 <br />R 6V. OUT.. 154448 (121 <br />NSINL 32 Li O' 2' 55084 <br />SDPE- <br />STk 10 +21, 10.6' LT <br />TEE <br />STA: 106494 101.9' LT <br />644064 BASIN <br />� • I'� <br />� 16µ 6491 <br />RN- 1647.30 <br />NSTALL 1YNY <br />E. NV N- 180.0 (127 <br />461 <br />I!I- 1647.61 <br />�.• <br />m <br />S NV. 61- 161640 (127 <br />- - <br />+ <br />STA: 116+16, 101.4' LT <br />NSTNl DRAM BASH <br />E. MV 91- 180.64 i1 <br />12277 <br />RNV. M- 1844.34 (127 <br />S NV. N- 166{.34 (18) <br />!.',' <br />N. INV. OUT- 1644.0 (121ST* <br />STA: 100+71 TO ST7v 110+42 <br />690 1847.33 <br />S NV. CIT- 180.49 1E.i. <br />00 <br />�. <br />106+03 <br />AALL <br />0., <br />REMOVE AND REPLACE Zy iY. <br />R NV. M- 186457 (127 <br />W. OUT- 1844.09 (15') <br />. : <br />102 1F OF 16' STORY PPE <br />OFT COMAEIF PAVEMENT <br />S NV. OUT. 166451 (187 <br />`\ <br />_ .:. .,. <br />ST01 109+72 TO STk 110+50 <br />2 OF 24' STORE PPE <br />5Tk 105+63 <br />NSTALL ORNX 64964 <br />` PO.4 0.0 <br />STk 10640 TO 5001 106442 <br />ROOVE AND REPLACE 495 SY. <br />CONNW PONT /1 <br />ate -MULL <br />ON <br />R9h 160.53 <br />O T CORWEIE PAYEIEIT <br />• U •I� <br />W UTILITY 0164)4416. PROTECT E <br />1164316 <br />n <br />q+ ; <br />R NV. N 164]36 (247 <br />PROTECT DOSNRr MANHOLE <br />4S <br />YANgE ALD SIGNS <br />1J~S1O61 8„ <br />.1 <br />`14 <br />5 MV. ow. 10J.16 (217 <br />COXMIE PAWNER <br />' 10 SANITARY FL - 180.20 ENSUE 2500 P1DTExT m51RRD L1 <br />EMSINC 10 sANRMr SEVEN YAN I LERDCAL SEP. - 7.72. S <br />SANTARY EASEMENT WET POLE <br />!13 PROTECT 8051646 LENT POLE HILT/ <br />X INSTALL R BOLLARDS FOR STA: ,0004 130 LT. <br />i.- HYDRANT PROTECTOR 10 STOW R... 1613.92 7I <br />I <br />_ _ <br />ST01 109+72 <br />644040 Of MI RASE• <br />RN_ ,60.]8 <br />f <br />N <br />6pl <br />E2 SINE 1Y WATER MAN <br />STA: 106463 TO 5Tk 1STOMA <br />CONTRACTOR 10 FEND SONY <br />WATER FL EL AND DERE 10 E05 NG 28.00 <br />N. NV. N 102.87 (24')) <br />S N. 4 IN 102.97 (2{') <br />1 <br />L <br />R <br />1.1 <br />N1 <br />21 <br />16Y <br />96064 1Q V OF N' 51061 PPE <br />SLOPE- 0.105 <br />O' 'iRINK SEP/RADON <br />I <br />EIOU.AROS FOR <br />M1➢RA�IIT2PRO1EC1 <br />WATER EASE -WILT <br />RACE 7 it O Y <br />WNCRETE PAVdFM <br />. R. <br />_ 10.0 <br />R <br />(06+ 107Li <br />t.' .! <br />109t+00 -� <br />lIp).0 <br />+' IA 1 <br />• <br />' <br />\\\\\\\ <br />\i\1Y\11NYl'^ <br />ORM <br />TA: 103+03 <br />STA: ION86, 4.0 RT. � <br />NV\8064\641\ll\ <br />i <br />24' STORY FL - 15433311 <br />514 107+10 TO 5Tk 108+03 <br />INSTALL <br />fN BA3N <br />REMOVE 1- FLARED ENO 9E01104 �,j <br />. .'• <br />•,,. <br />„ <br />YI <br />'J <br />10 SWIM,' R. - 1631.61 <br />VT2111CAL Y1. - 7.1Y <br />5Tk 107+10 <br />INSTILL NRAN BASIN.23 <br />NSTALL 931F OF 24. 51061 PIPE <br />SLOPE. 510 <br />ft. <br />N. INV. M 10441{ (217 <br />L MV. IN 10]16 (13) <br />STk 106416 TO Sok 11027 V' <br />N n <br />x�+ <br />1046.23 <br />5 MV 040+ 15431{ (24') <br />REMOVE It LF. Of STORM PPE (10) <br />4 <br />TA, 110+39. 0.0' <br />STk 10050 TO 5Tk 116+03 <br />59F <br />N. INV. N 1843.23 (21 <br />�),. <br />PLACE 7 SY. OF Y <br />b'0 <br />M TALL B' INSEATA TEE <br />64401644 13 V OF 24' EOM PIPE <br />SLOPE- 0.103 <br />5 MV. OUT. 18438] (21 <br />J_ <br />CONOE,E PAN3EIT <br />STA: 1016416 TO 109+98 <br />MV. IN- 102.90 (21') <br />RACE 7 SY. OF <br />CONCRETE PAWEWT <br />PROTECT DEEM FENCE RENCK 16 L.F. OF CONCRETE FLUME <br />J <br />W. INV. M- 100.03 (8 ) <br />REVISIONS <br />005180 30.00SANITARY E450624+ PROTECTE)61MG FENCE <br />5Tk 109+75 TO 109+92 <br />INSTALL 33 LF. 6 CONCRETE FINE <br />ST* 110+27, 4.0 RT. <br />ROAM 1- FIAIED END <br />S. <br />PROTECT <br />INV. WT- 1542.90 (247 <br />EtlSRNG NANHIXE <br />TABLE <br />POINT TABLE <br />POINT TABLE <br />SECTION <br />POINT <br />50k 110+39 9.9' 10010 STk 116438 0' <br />POINT / <br />NORTHING <br />EASING <br />FULL DESCRIPTION <br />POINT / <br />NORTHING <br />EASING <br />FULL DESCRIPTION <br />POINT / <br />NORTHING <br />EASING <br />FULL DESCRIPTION <br />.AIL 169 tF'O" 24'' 5119511 PPE <br />E OF 0 STa61 <br />I 6440014 10,1,007:: <br />' •.: - <br />13 <br />931622730 <br />126207.1307 <br />R.P. 10 RADIUS <br />19 <br />95711.1370 <br />1282157251 <br />COIOETE EDGE <br />25 <br />95526.210 <br />116116.4001 <br />P.C. 20' RADIUS <br />CPE- 0.109 <br />A. <br />STk 11039, 9,0 RT <br />14 <br />951622517 <br />1262151307 <br />P.T. 15' RAMS <br />20 <br />95711.1377 <br />1262554954 <br />CONCRETE EDGE <br />25 <br />555251879 <br />126150.5392 <br />CONCRETE EDGE <br />CONNEC <br />ROOFTRAro11 WIN <br />15 <br />95870.00113 <br />125266404 <br />000(01 EDGE <br />21 <br />95858.1550 <br />125258.4984 <br />CONCRETE EDGE <br />27 <br />954951861 <br />126151.170 <br />CONCRETE EDC: <br />ENV. WT- 104.35 (67 <br />EXISTING BUILDING <br />le <br />95020.0003 <br />1262519161 <br />900(TE EDGE <br />22 <br />95656.1550 <br />116281990 <br />CONCRETE EDGE <br />28 <br />95496.210 <br />126104155 <br />RC 20 RADIUS <br />0 HELD VERIFY <br />OONRAC esvAncei AND PPE DIAMETER <br />8 <br />17 <br />95731.4410 <br />124264064 <br />CONCRETE EDGE <br />23 <br />9550.2261 <br />126216.3679 <br />P.T. 20 6A09/5 <br />29 <br />9076.210 <br />1251964281 <br />81. 20' R60U5 <br />{ <br />le <br />95731.010 <br />1262167251 <br />CONCRETE EDGE <br />24 <br />9556.2166 <br />126196.3879 <br />R.P. 20 6A045 <br />30 <br />95475.2181 <br />126218.4261 <br />P.T. 20 800545 <br />1850PROSE <br />SLUE <br />1101112. <br />N FEET1850 <br />2 i <br />110 <br />N. <br />0 <br />WEST DITCH STORM PLAN 8 PROFILE <br />STA. 105+50 - STA. 110+50 <br />NEBRASKA STATE FAIR <br />INFRASTRUCTURE IMPROVEMENTS <br />GRAND ISLAND, NEBRASKA 12023 <br />tZ <br />DOSING GRADE AT RPE CENIE8LME' <br />VERT. <br />X <br />200% Z <br />20p4 W <br />., <br />PROPOS D GRADE AT RPE CENIE8UNE <br />7. OM' '200\\9 <br />R <br />4.184 <br />0.603 -4554 0505 -0.853 0.419 -0.605 00 -------71-',_____ - - ��7j, <br />o <br />• <br />24i <br />l N' 1 <br />1845 <br />1815 <br />� <br />�_.__-____-_�-_��� <br />-0.104 <br />� <br />-01.104 <br />_- - _ _ _ - -. - _ - <br />% <br />a <br />gEg <br />1 1040 <br />T'0. i <br />0. <br />i4 <br />-0104 <br />:(�,- <br />-0.109 <br />�eC <br />11 <br />i 1838 <br />'R <br />,2- <br />222,27 <br />! <br />X51= <br />am: <br />A - a <br />eta-� aa•a-. ngN R1;- <br />;<$#g iifli§ g,m=� <br />01 <br />�81y' F-'a's �ff3�: C. <br />„_ :„ „-. :W„ <br />W8a8 <br />ill <br />mai8 <br />i=313 <br />1x46 <br />.649 <br />9=4'., <br />-___-___ _. <br />oS <br />41 <br />_ 3 $ $i 3 3 3 a __ 32 m � <br />- - <br />E.= <br />426➢ <br />SHEET <br />W-2 <br />- ,os+zs 106+4'0 007400 10040 109+00 110.018 11005 <br />