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TABLE OF APPROXIMATE QUANTITIES <br />!TEN <br />UNIT <br />DUANTTY <br />10 PVC 5ATMY SEVER MAN <br />PLC SAMMY SEWER STACE N <br />IF <br />IF <br />3110 <br />101 <br />60 <br />MC &NATANT 5ETER STANCE <br />12 <br />130 <br />421 SMEARY SEVER MANHOLE <br />10' PVC CAP <br />EA <br />; <br />10 SEANCE WYE <br />10110' SERVICE WYE <br />EA <br />EA <br />I <br />CONNECT 10 DOWNS SANITARY SEVER SERVICE <br />CONNECT TO .5110C MAN1152 <br />EA <br />EA <br />LOCATE AND CM (ASTNG 5081MY SERNS <br />EA <br />1 <br />101) SANITARY SEWER MAIN <br />ID / <br />RANCE <br />S COOD. <br />COORS <br />LENGTH 1.006111 (� <br />Il BEARING <br />L ' <br />200400 <br />0.H <br />22S <br />N <br />C 21051 <br />N. 4054.55 <br />E 2105.5 <br />' 02500 <br />N90JS251 <br />1940 <br />830 <br />_1825 <br />19 <br />SCALE N FE <br />1905 <br />STA 1..00 310400 <br />200 +00 N RN. 1536.10 ERmNO uMxaE het <br />/-1 R NV I. MAL. (10. <br />30 <br />S MV. OUT. 1112... (301 , <br />try - I n = n - n 1 � n n <br />I - V - - -I- - aEMAVCE' <br />- <br />PROPOSED WATER uAR <br />SEE MEET C50 _.-- - <br />I 1 I slA. 2N.. RKTALL 10) LC. DE <br />10 PK SATINY SE9Eq SERNCC WE F . <br />I HOPE - 0.904 <br />[x0700 y <br />UTYITY EASEAGi - <br />1 <br />2 - INNATE SMgNG IN <br />0565 9625' RT. <br />w (10 PAC) - <br />N NV OUT- 183219 (10 PVC) '7 <br />405210.354 <br />E 9105273.963 <br />BOSSISM UB NSi RS <br />SECOND S W1 1 <br />• <br />1 <br />199 200.00 <br />201 +00 <br />F <br />PROPOSED TRUCK 9ASH <br />FFE - 1837.60 <br />CENTRAL NEBRASKA TRUCK WASH <br />BOSSELMAN BROTHERS 2ND SUB <br />SANITARY SEWER PROJECT 2018 -S -5 �. <br />15•T', 7m.tRL NSTNL STA. 20.21. NSTAL <br />t- 10)10 PVC SERVICE YM. t- OMB PLC STANCE WYE <br />FL n. - .2.715 (sTAN¢E) 202+00 FL EL - 14uoo (SERNCE) 203 +00 203+25 <br />• R El - OB101O KHAN) BM75 DAMN) DONNA. BROHNTS <br />9 STA. 2014-06 INSTALL R4 .A <br />{{ vPN: is <br />FL - 103 .50 BSECCAD OSSEUIAN S BROWNS SFLdD SISOINSDN <br />LOT 2 <br />W5277.5. <br />[:910627570 <br />,I9dd <br />201.00 <br />31013 .11.00 Plot 0.210 <br />PR <br />EXISTING ID <br />ELECTRIC EASEMENT, <br />PROPOSED STORY SEVER <br />SHEET C3 <br />202000 <br />HD <br />__ Gjb2 <br />SN (CITY Nx 145 -514) <br />ST A 2115+10.30 . <br />0.' <br />M A- 1415.59 <br />N: 405401157 eJO.e7 009' PVC <br />E: 2105466510 <br />STA. 21462 CONNECT 00 LASING <br />SAITM= dam BERME <br />VE <br />(FI µ DEPTH AHD SZE) <br />LNOS46N.67 <br />C OM . NEBRASKA TRUCK WASH NC <br />2030E HIGHWAY 30 <br />GRAND ELAND, NE 6.01 <br />E PROP OSED GRADE AT PPE cd1ETUN <br />_� . _ -: - EXISTING GRIDS AT PIPE CE NTERLINE - I _ _ <br />I <br />PROM HIGR GROUND WATER 010 .0 <br />0 1400.15 (5/04//1I914) 1000 NE11:C9N019 <br />11... LOCATED AT -R NID VE5T OF - <br />SEEAMFTINPADYNO MLLA1-. OE'FM <br />LOUT GROLND 5A1FR 010001NN <br />L LO1.CAS.AC1 /30 016) f Y6 COM Y R ff <br />*771L]N0 NNE T0 AND VILLA NM OF AR <br />BOSSEWAN BROTHERS <br />�NSDN <br />A E I 10 00 4 I <br />01 <br />NE. B - 3.5 f' <br />203 +00 204.00 <br />1840 <br />1835 <br />1830 <br />11125 <br />1820 <br />1815 <br />1810 <br />1605 <br />NOTE: <br />I. COSTING SAMMY SEVER SEANCE SHALL RERAN N SEANCE U116 <br />PROPOSED SANITARY SEVER RAN AND SERNC[5 ME TESTED AID <br />FUICTI CdR mum. ALL EXPO SE <br />SE DUSING RVIDE 9 310 ff A CAP <br />M 11E APPROPRIATE SZE <br />2 NORTH MAN ATST m0M°. CON ACT. TO V LOOGGO Cf THE <br />3. Ail WORK MALL L N ACCORDANCE WITH ME Ott OF GRAND ISLAND <br />STANDARD SPECENA10N5 AND STANDARD WARNG4 AND SPECIAL <br />PRUVBdS FOR SULFATE 805151AM CONCRETE. (WW0040NO ISAt0.00Y)) IF <br />SULFATE RESISTANT CONCRETE S LN ML <br />AVANL. CONSNELD CAN BE ADDED <br />COMMIT IN PER 0MLiACTUERS SR0FDAINNS <br />A. EXISTING M ...TA 11 U WALL BE CAPPED BY A 0CENSED PLANNER. <br />SHALL BE COHNECIED TO BUILD9O BY A LICENSED <br />PLUMBER. CONTRACT. SHALL OBTAIN ALL REQUIRED FERN. <br />5 PERMITS • CONTRACTOR ALL CO NN AND PAY THE COST C( ALL RE8INED <br />6. THE CONTRACTOR 5)001 BE IESPd9B1 FOR COSTS Cf TESTING REWIRED <br />BY 11)0 CITY Of GRAM ISLAND SPECIFICATIONS NCWNW TV NSPECT. <br />DOLE BY CITY OF 0L DEFLECT. TESTS. NR PRESSURE TESTS, AND <br />DIMTRATNN/NFtTRATOLN TESTS <br />]. ME OLEES AND [MS .N0 CAUTION IN TNE AMA <br />TIE . AND SHALL SExI5TR0 <br />RRE570139LE FOR 0AM00E2 <br />4 SEE GRAND SLAM SEN0A0 PLAN 130 FOR DETARS OF STANDARD <br />SANITARY SEVER MANHOLE SEE GRAND SlANO STANDARD PLAN 129 FOR <br />DETAILS OF STANDARD SANITARY SEA. DROP MANHOLE . 11AT -1OP DECKS <br />d MANHOLES NFL NOT EE ACCEPTED. <br />9. SEE .AND R DE <br />ISLAND ST AMINO AN 139 • 132 -A FOR TAFS OF <br />Y SE MR uN . U E NSTALLATICH. <br />10 DE TRENCHES SHALL BE 0000*5LED. LEONNCMLY TAMPED AND TESTED. <br />CONTRACTOR IS RESPONSIBLE All. ISLAND STAND i. <br />CPCA * FOR 15 ACTION ECOMEL 3 <br />11. THE GR.. WATER E1EVAn0O As a /3 <br />30 OL B e2 <br />WAS tS. R ENO, <br />AT NELL C4.5019 ME NRRSCL [1 00 0 MILE ROAD AND VILLA <br />NM DE AVENUE. M RECORD NIGH ELEVATIONS 160016 AT THIS LpG1DN <br />ON 5 /01/196. <br />12 PRIOR TO MORN 0FSTE THE CONTRACTOR SHALL NOTIFY THE ENGINEER N <br />WINING REOUE5ING A FN. MAX - THROUGH OF THE PROJECT. <br />15 THE ENDS Cr ALL SEANCES 00 9AN9 SHALL BE YARNED W/ STEEL TEE <br />POSTS. <br />SALUTARY SEWER PROJECT #2018 -S-5 <br />}[ APPR(45 ,1 OR CCI140 RUCTION <br />i tom, / <br />CAFE <br />COPYRI1NT B 2019 <br />N.LINNIMBERNA ALL 9.2447.0.07.0 <br />DE. ho NMI,. NSF MVO. RN NRANN29 <br />F, AdG. ®H " M ' EN mss IC <br />(AO LSSON <br />ASSOCIATES <br />12 <br />51 <br />05 <br />13 <br />L <br />SEAN]' <br />aw )Ewa FAx 4RL.2a eRIB �♦ <br />W <br />J <br />0 <br />0 <br />Q4 D. <br />It 0 <br />TY Dry <br />Q� <br />a N <br />Q <br />1n <br />DATE <br />1Fa -0020 <br />?LAM <br />NSA P200,PL1 <br />♦ 20.8 -0] <br />X4.0 <br />