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LEGEND <br />- <br />ADJUST MANHOLE TO GRADE <br />QTY <br />STATION <br />F 9. EL <br />113+28 LT. 1869.4 <br />191117 <br />40 DOGILIXD,ARCTIC FIRE <br />GERAMI,R'1,EIOKOVO <br />GRASS, PRAIRIE DROPSEED <br />0 SALVIA MAY NGHT <br />9 <br />17 <br />14 <br />23 <br />ADJUST VALVE TO GRADE <br />• SAW CHERRY PAWNEE BUTTES <br />STATION SDE 1 EO. EL I <br />F.C. EL <br />,3l+,3lV+V4 au, L. I lawo I <br />latime <br />319+99 1 31 RT. I 1669.9 I <br />16616 <br />Iws <br />1 <br />•v �'sg •'. •t �I <br />BU LD 4 -STRAND WIRE FENCE <br />10-9 <br />STATION TO STATION INX <br />I, <br />112+33 - 113+11 1 LT I138 <br />.•. 'I <br />O� <br />LEGEND <br />- <br />- - COMMON NAME <br />QTY <br />10 <br />AmwNA BLUE STAR <br />18 <br />2 <br />30 <br />40 <br />5 <br />40 DOGILIXD,ARCTIC FIRE <br />GERAMI,R'1,EIOKOVO <br />GRASS, PRAIRIE DROPSEED <br />0 SALVIA MAY NGHT <br />9 <br />17 <br />14 <br />23 <br />6 <br />• SAW CHERRY PAWNEE BUTTES <br />13 <br />7 <br />0 YARROU 'MOONSHINE' <br />32 <br />= M= W FOR WA119T MAN C0N3TVJC7M <br />-. --.. • • .43... <br />.q•3. � .•.. a .._.._-.' <br />112+uv/. a. <br />a <br />STA: 112-31.06 3 �•' ��:" _. -_. - <br />51.2A' R- T . <br />61.02' RT <br />----------------- ^~ <br />7) <br />1 <br />1 <br />I <br />I 1 <br />1 <br />.f <br />BUILD STORM SEWER PIPE <br />PIPE ID <br />M. <br />DIAMETER <br />• <br />• <br />taa&W <br />(CENTER TO CENTER) <br />nl <br />i <br />1a <br />1 <br />198 <br />24' RCP <br />0.1071 <br />START MN -1 11183.88 <br />I 1867.68 I CUT NV_- 186&93 (16' RCP) <br />1 3.75 <br />Iws <br />1 <br />•v �'sg •'. •t �I <br />DO: MN -3186146 <br />10-9 <br />127 <br />1 <br />i 4 <br />.•. 'I <br />O� <br />co <br />W <br />NV. N- 1884.90 (IT RCP' <br />• - <br />i <br />1 1 <br />�Ij <br />Ij <br />i 7 <br />•" i <br />1, <br />cl- <br />431 <br />BUILD CONCRETE MEDIAN NOSE <br />I <br />a <br />END: n.3_51863.11 <br />3D-10 <br />200 <br />46• R.E RCP <br />f1 / <br />or f� • <br />. r I <br />N- 186316 24' RCP <br />11 - 113+97 T.301 <br />MII-3 <br />Em FES -81863.11 <br />SD -11 <br />79 <br />18' CRP <br />0.69X <br />STs' MN -2 IW490 <br />4 <br />o <br />NV. OUT- 1863.46 (24- RCP) <br />END: MN -11864.35 <br />SD -t2 <br />22 <br />IT RCP <br />0.448 <br />START. q-5 1865.00 <br />-. --.. • • .43... <br />.q•3. � .•.. a .._.._-.' <br />112+uv/. a. <br />a <br />STA: 112-31.06 3 �•' ��:" _. -_. - <br />51.2A' R- T . <br />61.02' RT <br />----------------- ^~ <br />7) <br />1 <br />1 <br />I <br />I 1 <br />1 <br />.f <br />BUILD STORM SEWER PIPE <br />PIPE ID <br />2D LENGTH (LF) <br />DIAMETER <br />SLOPE <br />STRUCTURES <br />taa&W <br />(CENTER TO CENTER) <br />AND MATERIAL <br />FES -6 48' FES 114+545 6MV RT <br />AND INVERTS <br />W-7 <br />198 <br />24' RCP <br />0.1071 <br />START MN -1 11183.88 <br />I 1867.68 I CUT NV_- 186&93 (16' RCP) <br />1 3.75 <br />5.94 <br />114+1 L 1 <br />DO: MN -3186146 <br />10-9 <br />127 <br />24' RCP <br />0.107E <br />Std' MN -3 166346 <br />O� <br />co <br />W <br />NV. N- 1884.90 (IT RCP' <br />DO 0-71863.34 <br />SD -9 <br />208 <br />48' R.E RCP <br />0.11X <br />STARM FES -3 186133 <br />431 <br />BUILD CONCRETE MEDIAN NOSE <br />� <br />a <br />END: n.3_51863.11 <br />3D-10 <br />200 <br />46• R.E RCP <br />0.'1X <br />START FE'S -4 186133 <br />N- 186316 24' RCP <br />11 - 113+97 T.301 <br />MII-3 <br />Em FES -81863.11 <br />SD -11 <br />79 <br />18' CRP <br />0.69X <br />STs' MN -2 IW490 <br />= <br />o <br />NV. OUT- 1863.46 (24- RCP) <br />END: MN -11864.35 <br />SD -t2 <br />22 <br />IT RCP <br />0.448 <br />START. q-5 1865.00 <br />ENR MH -21664.90 <br />SD -13 <br />27 <br />IT RCP <br />0.37X <br />START CI -8 IWS.00 <br />EN[k MH -21664.90 <br />SD -14 <br />19 <br />15' RCP <br />0.73X <br />START. A1-/ 1863,60 <br />00 MH -3168&46 <br />SD -13 <br />54 <br />IT RCP <br />1.1ox <br />3TORT. q -a ta61113 <br />END: 0-7 186334 <br />BUILD FLARED EM SECTION <br />D SIZE STATION SIDE <br />INVERT <br />FES -3 46' FES 112+40.4 52,1' RT <br />186133 <br />FES- 48' FES 112+411 62.0' RT <br />taa&W <br />FES -5 48' FES 114+547 51.0' RT <br />1a6&11 <br />FES -6 48' FES 114+545 6MV RT <br />t66&tt <br />*MM BETWEEN INET WALLS AND BASE 3HALL NtxUIX WATER STOP. <br />BUILD STORM SEWER MAI*fOLE <br />BUILD CURB INLET <br />STATION <br />ID STATION SIDE <br />RIM INVERT <br />DEPTH <br />CI -5 320+80 LT <br />1,16A6D CUT NV.- 1a65.00 (15' RCP) <br />3.110 <br />0-6 320+80 RT <br />1811171 CUT INV.- IN3.00 (15' RCP) <br />171 <br />CI -7 116+75 LT <br />N NV.- ,86&34 (24' RCP) <br />1867.88 N NV.- IO U.34 (13' RCP) <br />41T INV.- 1863.34 (24• RCP) <br />4.34 <br />0-6 116+75 1 RT <br />I 1867.68 I CUT NV_- 186&93 (16' RCP) <br />1 3.75 <br />*MM BETWEEN INET WALLS AND BASE 3HALL NtxUIX WATER STOP. <br />BUILD STORM SEWER MAI*fOLE <br />ID <br />STATION <br />SIDE <br />RIM <br />INVERT <br />DEPTH <br />BUILD CONCRETE SPLITTER ISLAND NOSE <br />RT _ <br />a•w•M+ <br />Ap <br />oA elc+ <br />.yew•.. mm <br />a -aye <br />dwc vm <br />NV. N- 188166 (24- RCP <br />...-, <br />` r -. ---. -- <br />MH -1 <br />113+47.5 <br />311' LT <br />1869.60 <br />- 14.35 (IC RCP <br />NV. N 66 <br />5.94 <br />114+1 L 1 <br />STA 114+19 28 <br />z �+ <br />�- <br />NV. OUT- 1883.86 (24- RCP) <br />61.46' RT _ .---- <br />O <br />O� <br />co <br />W <br />NV. N- 1884.90 (IT RCP' <br />BUILD 10" IMPRINTED COLORED <br />MH -2 <br />320+80 <br />0.0' <br />1689.21 <br />INV <br />431 <br />BUILD CONCRETE MEDIAN NOSE <br />� <br />a <br />I <br />OUT- 186490(IT (Ilr <br />INVNV. <br />STATION 10 STATION I SIDE S4 106, <br />STATgN SDE EA <br />� <br />N- 186316 24' RCP <br />11 - 113+97 T.301 <br />MII-3 <br />115+18 8 <br />210 LT <br />1860 28 <br />NV, N- 1883.46 '2 RCP <br />4A3 <br />= <br />o <br />NV. OUT- 1863.46 (24- RCP) <br />BUILD AREA INLET <br />ID STATION SIDE I RIM INVERT DEPTH <br />Al -t 1 115+40 43.0' LT 1 166190 1 OUT NV.- 11163.60 (15' RCP) 330 <br />J_ 11------------�-=-_cam .- �,._ <br />YOIRIHDIT SIGN TO LINTS OF COMSTA ICIRSR SWAIE CEN7E741C <br />BE RELOCATED 9V OTHERS <br />N <br />1 40' <br />SCALE N FEET <br />Al - <br />t <br />f IBM <br />- <br />/ <br />'44 11 <br />G <br />rte. -•�� - <br />. __•i a * a S a HUSiCERHK3H1Na1Y. s <br />l • <br />a <br />_ <br />PL,TER_GJITH ANNUALS <br />OD <br />N <br />H <br />uM173 OF CONSTRUCTION <br />Fj 5i <br />z <br />STA: 114+a9.a6 - - -- -- -- -- -- -- - <br />151.58' <br />------------"'- ---"-- <br />W <br />BUILD CONCRETE SPLITTER ISLAND NOSE <br />RT _ <br />a•w•M+ <br />Ap <br />oA elc+ <br />.yew•.. mm <br />a -aye <br />dwc vm <br />BUILD 4" P.C. CONCRETE SIDEWALK <br />...-, <br />` r -. ---. -- <br />STATION I WE Ek <br />112+63 LLffiiT 1 <br />112+50 - 113+15 1 R7. <br />a <br />t <br />- �• l -.-------.--.---------- DITti• BOTTOM -•-------------- <br />i <br />a <br />114+1 L 1 <br />STA 114+19 28 <br />z �+ <br />�- <br />------- -- <br />f <br />61.46' RT _ .---- <br />O <br />O� <br />�: I '�• ..- <br />uM173 OF CONSTRUCTION <br />Fj 5i <br />z <br />------------"'- ---"-- <br />BUILD 10" CONCRETE <br />BUILD CONCRETE SPLITTER ISLAND NOSE <br />� �LLI <br />a•w•M+ <br />Ap <br />oA elc+ <br />.yew•.. mm <br />a -aye <br />dwc vm <br />BUILD 4" P.C. CONCRETE SIDEWALK <br />PAVEMENT W/INTEGRAL CURB <br />STATION I WE Ek <br />112+63 LLffiiT 1 <br />112+50 - 113+15 1 R7. <br />a <br />t <br />pI <br />113+72 - 1T7+00 LT. 205 <br />STATION TO STAT70N SIDE l06• <br />114+1 L 1 <br />d <br />------- -- <br />f <br />11 + - 1 7 T: <br />316+65 LLdRT, i <br />`•' <br />co <br />W <br />�~ <br />BUILD 10" IMPRINTED COLORED <br />320+00 LTbRT. 1 <br />_ > <br />Z <br />�TM <br />CONCRETE PAVEMENT W/INTEGRAL CURB ® <br />BUILD CONCRETE MEDIAN NOSE <br />� <br />a <br />I <br />y <br />STATION 10 STATION I SIDE S4 106, <br />STATgN SDE EA <br />� <br />11 - 113+97 T.301 <br />T. 1 <br />1 <br />= <br />o <br />HUSKER HIGHWAY ROUNDABOUT <br />BUILD 6" CONCRETE BIKE TRAIL <br />ATIpR 79 STATION <br />318+26 - 318+39 LT. 22 <br />31a+29 - <br />a•w•M+ <br />Ap <br />oA elc+ <br />.yew•.. mm <br />a -aye <br />dwc vm <br />BUILD 4" P.C. CONCRETE SIDEWALK <br />A TO A <br />112+47 - 113+21 LT. 84 <br />112+50 - 113+15 1 R7. <br />55 <br />.SHEET <br />113+72 - 1T7+00 LT. 205 <br />113+84 -114+63 1 In S5 <br />3.1 of BO <br />