Laserfiche WebLink
N.E.1/4, SECTION 19, T.28N., RZE., W.M. ' <br />495 <br />490 <br />485 <br />480 <br />475 <br />470 <br />465 <br />460 <br />500 <br />495> <br />485 <br />480 <br />475 <br />470 <br />465 <br />0 <br />/ } I <br />V I36G 8 <br />CvIOR-rH w _ <br />0 20 ao Bo � <br />W <br />N94g416`6"77 <br />I / / I I R�� N• y <br />1 I <br />i S F� 31S)O %o5AI <br />y y <br />IEI <br />/ I ��1�L� y y EJE <br />g ~ \LHINA H T <br />EX RT. ' 8GU R <br />_ 459PF <br />- /_ <br />cnu, o cm ante ----•-_ <br />STA. 12+90 0 CTRUNE <br />RIM=4.74:69 41.5.q�j <br />IE=1;9+791N 411.5(U <br />IE=4�8:8@'OUT411,45 <br />CONSTRUCTION NOTES: <br />Ot TRENCH CONSTRUCTION BEDDING AND RESTORATION PER SIDS 316, 610, AND 615. <br />OPOTHOLE EXISTING STOHm ul AND CHECK ELEVATIUn�', BEFORE <br />PROCEEDING WITH CROSSING. <br />O3 RESET EXISTING CATCH BASIN TO ORIGINAL POSITION AFTER SEWER INSTALLATION <br />SNRBED DURING CONSTRUC <br />1��13 <br />STA. 1+F49 - 240'RT <br />SSMH 1 STD 605A <br />W FLAT TOP <br />RIMatt7.i5 414.23 <br />IE-4i IN 410.25 <br />IE=468-78 OUT410, 16 <br />=7i u u 4j <br />V <br />O u u �� <br />Mtn2- <br />___________ _- <br />29BL•F 8"PVC S=O.SOR <br />1 `\ <br />---__- ---'�- T7---- -_---_----_ CB <br />r\9� BRUSKRUD ROAD <br />NOTE: ROADWAY TO REMAIN OPEN TO TRAFFIC I <br />AT ALL TIMES. <br />OFFSITE SANITARY SEWER PLAN <br />1.=z, <br />EXIST SSMH 48" <br />RIM-476.80 <br />m IE-468.17-12" EX OUT S) <br />CI IE-468.22-12" EX IN (N <br />! IE-468.25-8IN (W) <br />CORE DRILL k CHANNEL <br />PER STD 605A <br />I <br />1 <br />STING GROUND <br />FlNISH <br />GRADE <br />`\``�� <br />------ <br />IQ PROP. B"SD- <br />'f88Ei=8'p <br />(o9t VCIS-}ggn <br />4L <br />_-- <br />VC 5=%-QB.�e- <br />-_- - <br />1 - <br />- - - - - -� <br />----� <br />��- <br />' <br />�� I <br />� <br />`\ <br />EXIST <br />0 CA OF PIPE <br />- <br />070 . <br />I <br />- -- <br />-------- <br />----- - <br />------- <br />---_.- <br />-- <br />- - <br />� <br />1 0.51% <br />-- <br />MH 9 STD 605A <br />SS= <br />RIM 487i S1.i5 <br />I <br />I <br />- <br />I <br />P IZ1 <br />- <br />a <br />` "- <br />I <br />------------------------^ <br />--- -'---- <br />1 <br />IE �4i9:6i6"IN t1giL4b <br />SSMH 8 STD 605 A <br />RIM=484•z+ <br />� <br />i <br />I <br />° <br />- <br />0.51 e <br />IO <br />° <br />IE=477-57-B IL <br />482; �j9 <br />I <br />° <br />i 41$. %J <br />IIE=4.76.39-8"OUT <br />IE=tro-39-8'O 411.'3J 9 <br />� � <br />1 <br />I <br />i <br />I <br />I <br />5 = <br />-- -__- <br />SSMH STD 605A I n2 --� <br />v <br />IL <br />0 LF <br />'S <br />o, B <br />I <br />I I <br />1 <br />i <br />4h'Dy I <br />i <br />� <br />---SSMH 7 STD <br />RIM=480:171 <br />IE-49y:'6` <br />605A <br />BIN "1¢• <br />4 <br />!SSMH 6 STD 605 <br />jRIM=4i9-SB lq_ <br />• <br />IIE=4i36�B IN <br />b7�SMH <br />SSMH 5 <br />= <br />RIM= <br />-Si� <br />RM4 STD 605A I <br />605A •k'L <br />PR 1 <br />3 STD1 <br />05�A0"1 <br />RIM=4•:{r.96 <br />j <br />I <br />IE=433r96�8"OUT <br />!IE=473-�3-8"OUT414.l <br />I <br />.9G-8"IN19.41 <br />4-15-7c, IE-4'*;�9-B"IN µ•12.11 <br />. <br />IE=47411 <br />IE=�"4rL16-8"IN <br />412. 14• <br />W FLAT TOP 30 ,.��/ <br />+1`(:� <br />rf <br />41+•33 <br />IE=17496-8 <br />IE-4 89-8"OUT <br />lill- <br />IFz 47+?6-8"OUT¢12 <br />O, <br />EM 47 998�}N3h915 55 E%IST4i" EVERTS <br />MH 1 <br />I <br />FLATSTD TOP605� <br />EXIST SSMH 48" <br />I <br />RE <br />RI�46 BB N47p, <br />IE=4d9d0 OUT <br />25 <br />RIM=476.80 <br />IE=468.22-12" I <br />f <br />o0 <br />4�D.1� <br />14 <br />- <br />-1Cot-oo <br />I <br />'J1'I <br />E=468.12-8" W <br />! <br />00 <br />lr2too j <br />17+C00 <br />PEREsml6o III <br />--------------- <br />----- <br />--- <br />�--# - -�1---- <br />- <br />1 V+UU 18+UO 17+00 16+00 15+00 14+00 13+00 12+00 11 +00 <br />_ ONSITE SANITARY SEWER PROFILE <br />I <br />I <br />_TI <br />E*Sl <br />GROUND <br />nr <br />I <br />I <br />\ <br />A, <br />1 <br />Q <br />p.9I °Iu <br />` 44LF BTPVC <br />6" PVC <br />Q / <br />Z,8PVCS= <br />20LF8"PVC <br />5 <br />s <br />_ <br />SERNCE <br />sl <br />010q° <br />3OLF Bi <br />rill 5=1.i1 <br />iX. SSMH <br />SSMH 10 STD 6b5A <br />IM= + <br />SSMH 11 ISTD 605A <br />RIM=487.25 <br />i <br />SSMH 12 STD <br />SSMH 13 S1 <br />60 <br />�LIM-493.62 <br />j <br />E=474.52-8"INE <br />S <br />+15A2_ IE=4Si5-2. i-8"IN <br />414.4I2. IE-IIII -8"OU� <br />,4'L <br />1 IE q.;rg-gg_B IN 4'15 •B2 <br />B Du <br />IE== I48 <br />+76:+1-8)N <br />I QIEv 66 <br />411,95 <br />E-474.42-8"OUT <br />415,13 <br />tl <br />Q IE=4i8:$i--BTOUT.}11,b��__ <br />( 4lg.IF <br />_ Ub <br />16:1$-h-iµ-- <br />II <br />(VERIFY PRIOR TO CONNECTION) <br />1 <br />'}T1.(e3 [ <br />I Ni (N) <br />i <br />I i <br />I <br />j <br />I <br />I <br />, <br />411•l5 <br />IN(E) I <br />I <br />10+00 <br />11+00 <br />12+00 <br />ONSITE SANITARY SEWER PROFILE <br />13+00 <br />500 <br />MOM <br />490 <br />485 <br />480 <br />INE IN <br />D 605A <br />IN <br />-m'+6 IN (W),+98.2 . IN (5 4£; <br />470 <br />465 <br />low its <br />r <br />V <br />10400 <br />OFFSITE SANITARY SEWER PROFILE <br />.1 <br />BLIC <br />._. R IS REC>� U1F. <br />`'"- TAUCTION C. <br />STI IR I N C•ONS <br />$ 01,21 <br />OJFOT, A =ROVALFORTFO5P.Z��..... <br />NTiITh'.:,L PER CURRENT Jr. <br />lEXP;rLi <br />lei/-9 =7. <br />--10101 7tn Ave SE <br />495 <br />490 <br />485 <br />480 <br />475 <br />465 <br />NEW (W) <br />4NNEL <br />460 <br />co <br />J <br />1 <br />0Wa� <br />IL w< <br />°W <br />W <br />z <br />g (L z <br />� Q a: <br />w <br />WQ <br />1021 <br />Q 2j <br />0 <br />0 <br />0 <br />of <br />u� <br />N <br />MJ <br />c <br />� o <br />W <br />u <br />0 <br />Q L <br />m <br />A -• <br />z� <br />Qi C <br />am <br />z `: <br />-< W <br />'' Z <br />W <br />A <br />EVLSIONS: APPD. <br />Ill, 5/29/sa xn im x EVEAETT <br />Al MARCH, 1998 <br />DESIGN: JNM <br />Ri MMN <br />FLECKED: JNM <br />EVISION <br />UMBER: <br />cAIE: H:1'=40' V:1"=5' <br />RNECT NUMBER: <br />rCWX0084 <br />BEET NO <br />16X : 24X � 30X <br />