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BUILD 10 CONCRETE BUILD 8' CONCRETE DRIVEWAY BUILD 6' CONCRETE FLUME ADJUST VALVE TO GRADE <br />PAVEMENT W/INTEGRAL CURB BTAIION SIDE 30. YOs STATION 70 STATION SIDE sY, STATION WE Ea EL F C EL <br />STATION TO STATION SIDE S0, YDS 121+12 1 LT. 492 120+86 - 120+94 LT. 7 118+87 74 L- 1880.2 1888 4 <br />L . 2 121+53 -121+65 1 LT. 9 118+88 1 88 L' I 1680.0 I 1888.3 <br />pp BUILD 6' CONCRETE DRIVEWAY 121+48 ea L- 1860.8 18660. <br />" STAION SIDE SQ YDS BUILD 3" GRAVEL SURFACE COURSE <br />EI BUILD 6 IMPRINTED COLORED ® 120+711 RT. 171 STATION TO STATION SIDE TNS l` ADJUST HYDRANT TO GRADE <br />CONCRETE PAVEMENT 121+64 - 121+89 LT. 1 7.0 1 STATION SDE 1 E.O. EL I F.G. EL <br />® STATION TO STATION SIDE S0. YDS BUILD CONCRETE HEADER 2" EMBEDMENT1111+117 78 L- 1860.0 18611.4 <br />117+00 - 118+28 LT. 43 <br />119+59 - 122+00 LT. 53STATION SIDE LF. <br />0 119+59 - 122+00 IRT. 54 121+65 lT. 22 <br />BUILD CONCRETE MEDIAN NOSE <br />STATION I <br />C� 118+32 <br />119+55 1 I.T.W. 1 1 1 <br />i <br />BUILD <br />A A - - - <br />STA o 41111+7* CONCRETE I.T. <br />113 Wm •� 1 <br />11 1 1I L. I 1,1 I j II ' �. is -:a'-_....__._.. ,_ /- "•* f • '.- a '.T • N�ERg(REET <br />t -LW <br />*BUILD CURB RAMP G ' _ <br />3TAIKIN 3DE 1 N"I PLATES S.F. I i! il; I \ us / _ •: _4 ` • 4 • ' , { 0. __'L - 1 50 <br />A <br />118+48 LT. 10 a- I I, / a a _ STA 22+ <br />119+32 LT. 10 I I . .. . � :' _ - - y. _. LT._ <br />120+71 LT. 10 I' • - • . • . •i - - __. -- <br />'CCN0IETE CON37RUC7110N OF CURB RAMPS SMALL BE 3U89101MY To � a l / �. • A 3WALE C0ITERLRlf <br />r9 CONCRETE WALK AND CONCREIE TRAIL DETECTABLE WAINNG PLATES _ + <br />" Y 5aolr ~_ <br />SHALL BE PAID FOR SEPARATELY. - _ - z _ _ _ _ ..,- _ ...__ <br />_-- ---- -- is 0.F ooN1sTTRLacT1GN _ _ / <br />_. _ ___ ,-, . PROP0FLA ED EN SEWER SECT BY OTHERS. i \ SWALE CENIERUNE _ - -- <br />c ... RERIOVE FLARED END SECTKN AND CUT / - � I - • � :. I .. ' I•, � - <br />- ... <br />LIMITS OF CONSTRUCTION PIPE AS NEEDED TO CONNECT PPE TO y I a . • 41 --- <br />l <br />C <br />BUILD STORM SEWER PIPE <br />PROPOSED CURB INLET (sJesaAR» <br />_ <br />SLOPE <br />PIPE ID (CENTER TO CENTER) AND MATCRIAL AND INVCRTti <br />a <br />150'L4' <br />NC' <br />11 <br />START: 0-7 188534 <br />7-7 <br />_ <br />r <br />1867.91 <br />MI <br />SD -17 <br />200 <br />24" RCP <br />0.1071 <br />STMT. MI 186118 <br />111 a(( RCP <br />- P <br />END: MR -51862.96 <br />SD -18 <br />125 <br />30" R.E. RCP <br />O.tox <br />s <br />34.3' LT <br />ID I <br />MI <br />SIDE <br />END. MM -8186283 <br />SD -19 <br />101 <br />30' RE. RCP <br />�• <br />�5' <br />• <br />"_a. <br />121+50.434.5' <br />LT <br />3! <br />__ .F �.w �. _.. �„ •`o_ _. ..♦_ a - �1A <br />_ •'f4 <br />0..___r_, -_ .._ _ rd-. :�.•_ <br />_ <br />2.5711 <br />STMT,. A-2 188125 <br />pw <br />END. Mi -611M2.91 <br />>D 21 <br />_ <br />- M ♦� ! : d_•118TW � <br />�-.�.F.L� <br />• -fir- + '_ _ <br />f , <br />END: MI -5186298 <br />SD -22 <br />54 <br />_ �--, <br />� <br />�` <br />f11GH1A(AY . • <br />� - • _ __ � .. - - . <br />ENO: 17-9 1863.03 <br />. • a- <br />>t _ <br />BUILD STORM SEWER PIPE <br />4D LENGTH (U) DIAMETER STRUCTURES <br />SLOPE <br />PIPE ID (CENTER TO CENTER) AND MATCRIAL AND INVCRTti <br />SD -15 <br />150'L4' <br />NC' <br />O.1WG <br />START: 0-7 188534 <br />1667.13 <br />N 'I 186103 (157 RCP) <br />OUT MY.- 188.'„03 (15' RCP) <br />415 <br />1867.91 <br />END: Mi -41863,18 <br />SD -17 <br />200 <br />24" RCP <br />0.1071 <br />STMT. MI 186118 <br />111 a(( RCP <br />END: MR -51862.96 <br />SD -18 <br />125 <br />30" R.E. RCP <br />O.tox <br />STS' MH -5 188296 <br />34.3' LT <br />ID I <br />STATION <br />SIDE <br />END. MM -8186283 <br />SD -19 <br />101 <br />30' RE. RCP <br />O.Iox <br />START. MH -6 186285 <br />MH -4 <br />121+50.434.5' <br />LT <br />1887.72 <br />END. FES -11 1882.76 <br />SD -20 <br />10 <br />15" RCP <br />2.5711 <br />STMT,. A-2 188125 <br />END. Mi -611M2.91 <br />>D 21 <br />6 <br />is" RCP <br />0668 <br />START: CI -9 1883.03 <br />END: MI -5186298 <br />SD -22 <br />54 <br />15" RCP <br />ab9x <br />START: CI -10 1863.40 <br />ENO: 17-9 1863.03 <br />SD -23 <br />48 <br />48" R.E. RCP <br />0.1071 <br />STARTI FES -7 181 <br />END: TES -9188240 <br />W-24 <br />46 <br />411" R.E. RCP <br />0.1071 <br />STM•h FES -8 188251 <br />END: FES -10 1882.48 <br />ID <br />STATION SDE <br />BUILD CURB INLET <br />RIM INVERT <br />DEPTH <br />FES -7 <br />0-9 <br />120+25 <br />LT <br />1667.13 <br />N 'I 186103 (157 RCP) <br />OUT MY.- 188.'„03 (15' RCP) <br />415 <br />1867.91 <br />0-10 <br />120+2.." <br />RT <br />1667.13 <br />1 OUT NV.- 1863.40 (15' RCP) <br />3.73 <br />111 a(( RCP <br />NYY, IN- 1862A6 (15" RCA) <br />lBR� <br />BUILD AREA INLET <br />34.3' LT <br />ID I <br />STATION <br />SIDE <br />I RIM INVER- <br />DEPTH <br />N-2 I <br />126+25 <br />46.0' LT I 1868.75 OUT MI 196126 (18" ROP) 2.30 <br />CONOETE DRIVEWAY BY OTHERS- <br />BUILD <br />TFER3 <br />BUILD STORM SEWER MAN 40LE <br />ID I STATION SID_ RIM INVERT DEPTH <br />D <br />SIZE STATION SDE INVERT <br />FES -7 <br />48" FES 120+54.3 50.•' RT 186231 <br />NY. N- 186525 (12" RCP) <br />46" FES 120+64,3 60.3' RT 1862.61 <br />MH -4 <br />118+24.5 <br />34.6' LT <br />1867.91 <br />INV. <br />V.aIN1Te )) <br />4.73 <br />111 a(( RCP <br />NYY, IN- 1862A6 (15" RCA) <br />lBR� <br />120+25 <br />34.3' LT <br />186732 <br />NY. Ila 186296 15' RCP) <br />MV, IMI- 1862.98 24- ROP) <br />424 <br />NV. OUT- 186298 (30" R.E. RCP) <br />MH -4 <br />121+50.434.5' <br />LT <br />1887.72 <br />MV' IN- 1882.85 (30" R.E. RCP) 6283 <br />NV. OUT- 18 (30" R.E. RCP) <br />4.87 <br />HUSKER HIGHWAY EAST MEDIAN <br />_-_ _ <br />fiA: 121+ia30� _ °--- _.._ .L --_.-_ K._. <br />1.47• RT _ <br />- <br />t_ <br />'A: 121+10.30•-- <br />7,39' RT \ \\ <br />ADJUST MANHOLE TO GRADE <br />STA1101a I SDE E.C. EL F. III EL <br />119+76 1 2T LT. 1888.1 1887.3 <br />12!+37- 46 LT. 1668.0 1867.2 <br />EN <br />•ADJUSTkVW RRKi(5) TO BE PROVIDED BY CTJRYLW <br />RECONSTRUCT MANHOLE <br />STAIONI WEE G. EL F.G. EL <br />19+74 RT 1867.1 1434.1 <br />G'AMANH <br />RECONSTRUON OF OLE SHALL INCLUDE REMOVAL OF RING AND <br />COVER, CONE SEC -1014 AND TWO 18" BARREL SECTIONS. RESET CONE <br />SECTION AND RING 70 SET RN EIEYAION APPROXIMATELY 1.5' ABOVE <br />FINISHED OIRADE. MING SHALL BE ANCHORED TO CONE SECTION USK <br />4" HLAVY UU1Y TAPLON FASTEI4I MIM WASTlNS ANG GMIED <br />70 PROS WATER PROOF SEALINSTALL OEM SELF-SEALING COVER <br />N <br />I <br />101 �2710` <br />SCALE N FEET <br />LEGEND <br />BUILD FLARED END SECTION <br />D <br />SIZE STATION SDE INVERT <br />FES -7 <br />48" FES 120+54.3 50.•' RT 186231 <br />FIS -8 <br />46" FES 120+64,3 60.3' RT 1862.61 <br />FES -9 <br />46" FES 121+02.3 51.3' RT 1862.46 <br />FES -10 48" FES 121+02.3 61.7 RT 1662.46 <br />FES -11 <br />30" RLE 1 122+50 1 50.0' LT I 1662.78 <br />HUSKER HIGHWAY EAST MEDIAN <br />_-_ _ <br />fiA: 121+ia30� _ °--- _.._ .L --_.-_ K._. <br />1.47• RT _ <br />- <br />t_ <br />'A: 121+10.30•-- <br />7,39' RT \ \\ <br />ADJUST MANHOLE TO GRADE <br />STA1101a I SDE E.C. EL F. III EL <br />119+76 1 2T LT. 1888.1 1887.3 <br />12!+37- 46 LT. 1668.0 1867.2 <br />EN <br />•ADJUSTkVW RRKi(5) TO BE PROVIDED BY CTJRYLW <br />RECONSTRUCT MANHOLE <br />STAIONI WEE G. EL F.G. EL <br />19+74 RT 1867.1 1434.1 <br />G'AMANH <br />RECONSTRUON OF OLE SHALL INCLUDE REMOVAL OF RING AND <br />COVER, CONE SEC -1014 AND TWO 18" BARREL SECTIONS. RESET CONE <br />SECTION AND RING 70 SET RN EIEYAION APPROXIMATELY 1.5' ABOVE <br />FINISHED OIRADE. MING SHALL BE ANCHORED TO CONE SECTION USK <br />4" HLAVY UU1Y TAPLON FASTEI4I MIM WASTlNS ANG GMIED <br />70 PROS WATER PROOF SEALINSTALL OEM SELF-SEALING COVER <br />N <br />I <br />101 �2710` <br />SCALE N FEET <br />LEGEND <br />_ GOM'10N NAME 0 T <br />DAYLILY, STELLA 26 <br />2 <br />GRASS, AUTUM RED FLAME 13 <br />3 <br />GRASS, PRAIRIE DROPSEED I6 <br />4 <br />NINEBARK, LITTLE DEVIL 23 <br />5 <br />SAGE LITTLE SPIRE RUSSIAN 25 <br />4F•E4 hof <br />cow y <br />a ,J <br />s�♦Qi�'.� 5\ <br />C� <br />r <br />Z <br />r <br />H <br />N <br />0.•w* m <br />e«I■a�r• <br />srAweq: ..n <br />u�lx ye <br />SHEETS <br />32 of 60 <br />