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PRELIMINARY UTILITY PLitIV <br />¢TNH ELEV•912.34 <br />EX. 15* RCP STORM <br />SEWER 0 0.30% <br />C <br />-L <br />- 907.88 <br />FRANx FE EC 4 <br />• <br />TNH ELEV•914.17 <br />UGE ARLO UGE LANE <br />J <br />UGE <br />L <br />UGE <br />UGE <br />1 <br />EXISTING SAN. MH <br />CONNECT TO <br />904.83 N <br />EXISTING 8" WATERMAIN <br />RIM •909.02 <br />INV.•902.29 <br />EXISTING SAN. MH <br />EXISTING SAN. H <br />904.95 <br />7:83 <br />EXISTING 8-PVC SAN. 0 0.4X <br />13/I 13 Ml <br />0 <br />EXISTING <br />HOUSE <br />8 "PVC PLUG <br />AND STUB <br />SAN. INV. <br />903.9 <br />UGG <br />n <br />RIM •914.60 <br />INV.- 904.35 <br />SAN. INV <br />UGG <br />UGG <br />SAN. INV. <br />UGG <br />SAN. INV. <br />UGG <br />SAN. INV. <br />UGG <br />G <br />WATER SERVICE (TYP) <br />• <br />6 <br />PONDING AREA <br />100 YR. HWI_ •905.7 <br />1YR. HW1_- 904.2MENT <br />eu 0 <br />4.0 1905.0 905.3 904.7 <br />rRF1.OW <br />\5 <br />4 <br />DRAINAGE AND----- <br />O <br />3 <br />J <br />2 <br />- <br />1 <br />7 <br />WYE =4 +40 <br />MH 2 <br />ofINV. 892.12 E <br />8 <br />9 <br />10 <br />11 <br />WYE =0 +80 <br />12 <br />o <br />O <br />// EXISTING HOUSE // <br />/ / <br />/ / / / / / / / / / / / / / / //� <br />EXISTING HOUSE / <br />/ / <br />/ <br />% <br />a <br />o <br />cV <br />/ <br />/ EXISTING HOUSE <br />/ / <br />/' / / / / / / / / / /// / <br />cV <br />- <br />WYE =3 +50 <br />WYE= 2 +50 <br />MH 1 <br />% INV. 891.34 <br />E / INV. 891.34 W <br />INV. 891.24E E <br />/ / / / / / / / / /i. <br />r / / / /// <br />WYE =O +15 <br />CONNECT TO <br />SANITARY} <br />IN <br />INV. 890.08 <br />/ / / //l <br />WYE =1+.30 <br />�, <br />EXISTING <br />HOUSE <br />MATCH EXISTING 1 <br />PAVEMENT AND <br />BIT CURB <br />T/ <br />8" PLUG <br />E <br />195LF -8 "PVC SANITARY SEWER 0 0.407: <br />195LF -8 "DIP CL52 WATERMAIN <br />I I <br />PROP. CONC. C&G <br />SIGN <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 />I n11" <br />8 GATE VALVE <br />r <br />26LF -8 "DIP CL52 WATERMAIN <br />18" GATE VALVE <br />-_� 18" PLUG <br />1 A 1 1 r- • <br />I- -I / t 1 1 1-- Y <br />I 1 r -\ I L- L.- <br />EO <br />Z <br />(n <br />La <br />z <br />z <br />ofta <br />w(3 <br />2 <br />EXISTING <br />BIT DRIVE <br />TRY LANE <br />MHO <br />290LF -8 "PVC SANITARY SEWER ® 0.40% <br />1 <br />295LF -8 "DIP I I TE CL52 WATERMAIN <br />PROP. HYDRANT <br />1QLF -6 "DIP CL52 WM <br />6 GATE VALVE <br />8 "x6" TEE <br />WYE =1 +80 <br />36LF -B "PVC SANITARY SEWER 0 0.40% <br />INV. 891.48 <br />A • 1 / \ r <br />I \/1 /\ 1 \411`1 F( <br />1 4 -\ I <br />WELL <br />® I <br />EXISTING <br />BIT DRIVE <br />EXISTING <br />HOUSE <br />___I <br />'T <br />1 CONNECT TO <br />EX. WATERMAIN <br />s. <br />LEGAL DESCRIPTION <br />• <br />MATCH EXISTING <br />PAVEMENT AND <br />CONC. CAcC <br />C <br />/ <br />Lots 6, 7, and 8, Block 1, MAR DON <br />Block 2, and Lots 1 and 2, Block 3, <br />Minnesota. <br />X. HYD. <br />IEXISTING HOUS <br />EXISTING SAN. MH <br />RIM •911.53 <br />INV. •899.89 ._-b4 G.V <br />EXIST. WM 8 <br />BIT <br />DRIVE <br />NOTES <br />50411:1 bOIQ SM.AE 0C CALL' 1CR mamas 6 sumo 0O41m5 <br />cal. (A5) 1464-0001 at 101C01 4ss -4455. <br />Inc. ar,TNSr N moors WW1, • AS 114c110 <br />O f T. 1710 pl1..10/. 541 r13. I. E AMA. •Ot IoCK <br />O 0.101 040•1 OWL MO. w AN AKA AT 4*0 SASS 10 WIRE <br />1•¢05TLao MOOS <br />IS [Ad Mr* 544554 M SIIIQT 5 0.A00. 4(330 4MTC 14454 <br />N.. AM5 MAd A051011 5M A SW.w1T Z4 50C 551 N W. <br />mc woos <br />YA14TM AM IOM MT 10 S (*.5511* EW1A 54 AWA111A1fD <br />an MITI. MOAT. a mA•mIm <br />M iao 5[ •WL E I000T IaMSC SOFtp WARP. TWf- <br />(lmss/AO•y <br />C M®TA 4451440 TO E MOOT II -S-14 MA. (2*ass/A1.1 . <br />Mom mum me I U 10n/AOE) T5 E 511.011 o•e AMO,am <br />MCA/ STREET SECTION <br />LIDG1:NN0 <br />MOMM Maya <br />• - warm. arm. <br />• -- <br />• <br />Elevations are NGVD Datum <br />eO40YARK• LN.H NORINMEST QUAD. Cr JOSEPH CT. <br />ANO .49.0 LANE EIEYAIION - 914.47 <br />NORTH <br />GRAPHIC SCALE <br />AD Is AA AO <br />(0 TEES ) <br />1 inch • 30 ft. <br />I hereby certify that this survey, pion or report was prepared <br />by me or under my direct supervision and that I am o duly <br />licensed Professional Engineer under the laws of the state of <br />Minnesota. <br />Dated this 9111 day of JUNE 2003 <br />By. <br />Engineer, Minnesota license No. 17659 <br />CHAIN UNK FENCE <br />DRAWN 85 WW <br />CHECK Bl1 RIK <br />Na <br />DATE <br />JOB NP. 314.005 <br />DWG NO 314003CRA0 <br />OESUOPTMN <br />DATE 6/6/03 <br />SNEER 1 of 1 <br />BY <br />ACRES, And also Lots 1 and 2, <br />HAILEY MANOR, Anoka County, <br />METRO <br />LAND SURVEYING <br />tII TMN55 <br />• '412 East County Rued A UtUe Canada. 89 55117 <br />1e0990074(651)780 -0112 For (651)768 -0512 <br />E -mall: . ur.eyme trob. c om <br />314.005GRAD <br />