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PRE UTILITY PLAN <br />EX. 15* RCP STORM <br />SEWER 0 0.30X <br />,aTNH UE EV =912.34 UGE U <br />cJ <br />4r* -1F' <br />M_907.88 UGE ARL 0 UGE LANE .. UGE <br />FRANX FEELA <br />TNN ELEV- 914.17 <br />904.83 N <br />EXISTING 8" WATERMAIN <br />EXISTING SAN. MH <br />RIM =909.02 <br />INV._902.29 E —Il <br />EXISTING SAN. H <br />n <br />RIM . <br />INV.- - 914904.360 5 <br />UGC <br />0 <br />• � • 1: <br />s, , <br />EXISTING <br />HOUSE <br />8 "PVC PLUG <br />AND STUB <br />MATCH EXISTING <br />PAVEMENT AND ` O <br />BIT CURB I <br />EXISTING <br />HOUSE <br />8" PLUG <br />SAN. INV <br />903.9 <br />UCC <br />SAN. <br />904.3 <br />UCG <br />. INV. <br />UCG <br />SAN. INV. <br />UGG <br />SAN. INV. <br />UGC <br />0 <br />SAN. INV. <br />TER SERVICE ow) <br />AA. <br />6 ..0 <br />PONDING AREA <br />100 YR. HNL =905.7 <br />1YR. HWL_904.2 <br />, EMERGENCY OVERFLOW <br />10 TOP CURB -908.5 <br />N <br />0 <br />CI- <br />0 <br />CH <br />5 <br />0 <br />INV =907.3 <br />PROPOSED <br />.,0000, <br />4 <br />---- - - - - -- - - - -- <br />DRAINAGE AND <br />n..,. <br />3 <br />411 909.4 <br />2 <br />904.7 <br />1 <br />UTIUTY EASEMENT <br />7 <br />WYE =4 +40 <br />MH 2 <br />INV. 892.12E <br />8 <br />9 <br />WYE =2 +50 <br />MH 1 <br />% INV. 891.34 S <br />E / INV. 891.34 W <br />INV. 891.24E <br />10 <br />11 <br />WYE =0 +80 <br />12 <br />o <br />o <br />EXISTING HOUSE / <br />/ / / / / / / / / / / / / / / //% <br />+; EXISTING HOUSE / <br />/ / <br />.///////////i////%. <br />o <br />CV <br />rD <br />/ EXISTING HOUSE / <br />/ / / / / / / / / / / / / <br />Fl <br />WYE= 3 +50 <br />/ <br />WYE =0 +15 <br />CONNECT TO <br />INV. SANITARY <br />INV. 890.08 <br />/ / / /// <br />WYE = 1-+880 <br />195LF -8 "PVC SANITARY SEWER 0 0.40% <br />D <br />195LF -8 "DIP CL52 WATERMAIN <br />1 I <br />WYE =1 +90 <br />PROP. HYDRANT <br />1QLF -6 "DIP CL52 WM <br />6 GATE VALVE <br />8 "x6" TEE <br />BLOCK 2 <br />1 <br />PROP. CONC. C&G <br />• <br />MATCH EXISTING <br />PAVEMENT AND <br />CONC. C80 <br />AAA <br />SIGN <br />8" GATE VALVE <br />26LF -8 "DIP CL52 WATERMAIN <br />18" GATE VALVE <br />18" PLUG <br />1 A 11 r— \ A <br />1-- Y <br />L_ L— 1 <br />F- <br />L_ <br />1 <br />L_ <br />ES <br />Z W <br />(Fij <br />W <br />E <br />( W <br />Z <br />F< <br />o! <br />tu C'J <br />2 <br />EXISTING <br />BIT DRIVE � <br />3 <br />PROP. HYDRANT <br />1 QLF -6 "DIP CL52 WM <br />6 GATE VALVE <br />8 "x6" TEE <br />290LF-8"PVC SANITARY SEWER 0 0.407. <br />295LF -8 "DIP CL52 WATERMAIN <br />WYE =1 +80 <br />36LF -8 "PVC SANITARY SEWER 0 0.40% <br />INV. 891.48 <br />A A A 1/\ r <br />1 \/1 /\ 1 \11 1 1.e <br />II A. 1 <br />WELL <br />I i <br />EXISTING <br />HOUSE <br />EXISTING <br />BIT DRIVE <br />-5 <br />\ <br />CV <br />CONNECT TO <br />EX. WATERMAIN <br />/ <br />• <br />• <br />• <br />• <br />LEGAL DESCRIPTION <br />Lots 6, 7, and 8, Block 1, MAR DON <br />Block 2, and Lots 1 and 2, Block 3, <br />Minnesota. <br />K HYD. <br />IEXISTING HOUS <br />EXISTING SAN. MH <br />RIM =911.53 <br />INV. - 899.89 .._y4 C.V <br />EXIST. WM 8 <br />BIT <br />DRIVE <br />NOTES <br />cancer roan. 010E arc c11- 1941 LOW., s u1. 011L0190 <br />vat (sal) 44.-10 1 1(m) >u -109 <br />n od TO NOM *MAU ALT MICE 1 001. 00 nlewr w AS 0x01. <br />rA1 Eu,a 9m ar mimeo •o* 0x00 <br />C9▪ 0109101121 �iwt"0'r'p"�' <br />lwW 9uo_o sum main ax Al AM. AY NU Boss 10 0403 <br />••91A10/ PALK MAIM 10,9, <br />0 . *0*0 IIM A 01x1010 Yt MC 11111111 • M NOMA OF <br />ANC aVO•K <br />9010011 /10 WAR NAT .13093 WILLOW 0Ai1A Or ACCA0AA1071 <br />SOD WM "NALL • WOW c WOW ,a. -10. NAACO. 19.- <br />(aar lama, ns1Em 00 NE ■000 72-0-19 00, (100s3/AaE1 <br />01001 raw TIM 1 • 1104•10 10 S 00990 10 110109E <br />P <br />TWIG1l STREET SECTION <br />LEGEND <br />Iowa won imalme <br />wow ton <br />• <br />so <br />womat <br />• -Pans ems, ._"_. sm. mon Ann <br />ovowwe Ammo <br />• - <br />p . worn <br />9a ..e e1 <br />s <br />Elevations are NGVD Datum <br />BE71a91ARK— TA/.N N091NMETr QUAD. Cr JOS641 CT. <br />AND ARLO LANE ELEVATION - 914.17 <br />ff‘ <br />NORTH <br />GRAPHIC SCALE <br />s <br />( DI MET) <br />1 Such - 90 ft. <br />I hereby certify that this survey, plan or report was prepared <br />by me or under my direct supervision and that I am a duly <br />licensed Professional En9lneer under the laws of the .tote of <br />Minnesota. <br />Dated this 97H day of JUNE 2003 <br />By. Engineer. Minnesota License No. 17659 <br />CHAIN UNK FENCE <br />ACRES, And also Lots 1 and 2, <br />HAILEY MANOR, Anoka County, <br />DRANK Olt 6ABW <br />JOB N0: 314.005 <br />DAME: 6/9/0J <br />CHECK BY: POO <br />DOC 00: 314005GRAO <br />SHEET.: 1 or 1 <br />Na <br />DATE <br />ocscRenom <br />BY <br />- 1118®D1SOIIi[SW ILND SURVEYING <br />k II4GINEFRING <br />• 0 7 '412 Rest County Road A Uttle Caosda. Has 55117 <br />Telephone. 1851)766 -0112 For (651)786 -0612 <br />E —mail: surreyemetrols.aom <br />314.005CRAD <br />