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-.- <br />PHEASANT STROLL ESTATES <br />PRELIMINARY UTILITY PLAN <br />City of-Lino Lakes, Minnesota <br />HYDRANT AND VALVE <br />5,29.71 <br />IB' -B• PVC 0 040.% <br />LE 894.05 W/ re CAP <br />-EH --P11-.--f11. <br />Fl <br />n <br />n <br />n <br />PROPOSED <br />• 48° DIA. <br />-la- <br />OUTLET POND AREA 2 <br />TOWNHOME <br />19 <br />C83 <br />ZI <br />CB2 <br />-20 <br />I4EENAH R -3067 <br />CBI <br />487 DIA. W/ SLAB TOP <br />NEEI4AH R -3067 <br />19- RCM <br />I 701.75 I <br />% "- ZONE A <br />\\ \ RTFAP OV. FLOW "'9111- h. <br />ji j -.?a \t\ L 000.33 APRON <br />SRX11b L'. D90.J3 OUTLET CONMOL <br />4 <br />I I 11 ` ■ 1 114' <br />1I I'TD • ■ 11. I\ t''n <br />OT 29 IA ILL.i' I l j !III /) <br />;11 /''r 1 \\ zl'A5. Adlrp?I 1 1 111 1 { iiiii <br />.M '',,,,,,,/, <br />E5G 22 <br />S' RIP 4 a6ST ,k <br />zD <br />NJ.2 <br />70 0 I >w <br />2Q it' ] / LOT 29 <br />ilt <br />I1t ALL <br />• <br />i26 l <br />N1 Ilc <br />1 w I1Hi l <br />70P BII <br />B C.Y. RIPRAP W/ STRUCTURE (SEE <br />ICRIAL EADRIC DEEM POND AREA 5) At <br />11 <br />TIO <br />.50 <br />0.9 <br />PONDING 5 <br />NWµLL 897.0 <br />HIYL= 898.82 <br />EOF =899.00 <br />FOP =899.5 <br />OHNL 896.!4 <br />OIL <br />‚(I <br />1 <br />I <br />1 <br />II <br />1 <br />I <br />I <br />Alk <br />r A- <br />lL <br />*� 21 DJk <br />I <br />1 <br />I �NL =8 -g7 <br />_A <br />/ minEr <br />SINNCIVR <br />N 6960 OErAIL <br />lir- -- -896 1 <br />-I <br />1 <br />Il l loro`r i1ll \ \a <br />11 I r \s <br />.46 t I I Ill 1 1 1 <br />/ 3W_ \ 1 1 1 1 11 t1 t\ \ <br />I \ \\ 1,11. I li t I I I 1 1 1 <br />I 1 1 1 1 1 1 <br />LE, es,o. 1) I <br />.� ( I I <br />\ \ n1RYi rt0F���dN 11A' 1 <br />9moltl�IRE °I Fi <br />I 1 I // it <br />I 1 <br />I / / <br />I A <br />I I , J <br />11./h <br />IR <br />ge i <br />Lit <br />E <br />13 <br />C <br />11 <br />pW <br />O0 <br />07. <br />0 <br />I0 <br />Ii <br />rt. <br />EX. NEIL 00 BE <br />ABANDONED) I <br />T.1f.7- Rag' <br />.-: tarp plORELOW BOBS 900.00 <br />411 _It BB : --"' - I \ ", <br />■ L 15NE.,dr,Ir/ CaNOTEIC <br />SOUSA- AND B CV . <br />L EF RAP TY/'RO s .. ADMC <br />0 <br />2 <br />PVC 0 0.40% <br />D' qN WAJER4AN <br />1 +00 <br />2 +00 <br />7-' <br />ARO VALVE <br />WEILAN0 TO ec MY11S <br />(SEE REPORT BY EOM <br />SCIENCE ASSOCIATES) <br />WARRANT AND VAL <br />MN • <br />fl.E. 406.30 <br />LE. 895.47 <br />IS' RC APRON I.E. 40.180 <br />RI <br />Fl <br />0.320 <br />-U IS' RC APRON LE. 40175 <br />TOT 6 OP <br />- Reeanpn' <br />re easy <br />r <br />lCl <br />N 131 <br />EX IV <br />rt. or Si <br />LOT 29 <br />rRcm H' <br />°PIlm111 RECESS (ETAe10. <br />.n.1 Ant <br />I et <br />s;. J <br />SHALE AWIIECTIWS'IE 0- t <br />WWI CaNRCI1nN :D <br />.PILE LIAR <br />-.a0IA7EYESTT Di NDIE5 <br />NOTES: <br />7z I <br />1 <br />ormt <br />ll..--) LIMN <br />MN. <br />art W 09!6911 <br />CONCRETE PIPE TIES , <br />3145r <br />LEGEND: <br />Existing Watercnain <br />Existing Sanitary Sewer <br />Existing Storm Sewer <br />Proposed Watermain <br />Proposed Sanitary Sewer <br />Proposed Storm Sewer <br />Existing Hydrant <br />Proposed Hydrant <br />Existing Sanitary Manhole <br />et <br />Proposed Sanitary Manhole <br />Proposed Catch Basln /Manhole <br />Existing Gas Line <br />Existing Overhead Wires <br />rr rm. EN VII TIT Fit <br />It- e- 1- e-,.YN 1 1 X16• �1 -T-.N ��a 1 <br />E MN k 9 <br />r- RE 1O560 1- J .T <br />IE 852.00 <br />CAJIM =dr W/ IR /MAP CLITTIALL <br />1311410141ZATIGN <br />!Her TO sum, <br />• <br />FLOW UNE <br />A <br />aim CUT <br />CONCRETE SPILLWAY <br />I <br />CONCREIE SRLLWAY <br />cm A-A <br />awTm as,, In nl <br />\ 100 <br />111,11( rApri, <br />D -412 CURB & GUTTER <br />(TYPICAL) <br />GRAPHIC SCALE <br />r• <br />r <br />099.30 <br />s054.J0 r- <br />A <br />I5 RP <br />If RC APRON <br />LE. 801.50 <br />6 CT. WRAP 6/ <br />DEDTECILI FABRIC <br />`yY-1 EX IS. RCP <br />EX Mot <br />RE 8_7.) <br />ES 63571 1 <br />IFN 1NR5> <br />Ts <br />LADING 2 <br />NHL= 896.0 <br />HIYL =B_ 7.87 <br />800 =898.0 <br />100 =898.5 <br />SOUL 0x1001 <br />RE 01(11 <br />r WTI 50250010 0' <br />C ANA) CONNECT <br />NN� 1A�r <br />E1AIttryS SHORN <br />MN. 1 <br />NE 90.100 <br />dIL N 8139.60 <br />EE OW 68930 <br />4 <br />EX 4.N <br />RE 699.50 <br />E 0110.90 <br />T.1 <br />EX <br />mmMhj <br />Tv vi NM Pon <br />QUTI.ST CONTROL 'STRUCTURE <br />1110! To eCCAtE, <br />POND AREA <br />15' -12- RCP O 10.05 <br />1a' -15- <br />D c n 1 <br />896.0 <br />e- <br />•• • 5,505 <br />897.0 <br />1 <br />69101 N' -12' RCP 0 DM <br />691.0 M -12• NW • 6.05 <br />696.0 <br />It <br />689 5 <br />DPEAM 698.75 <br />r waste v. <br />STRUCTURE SCHEDULE <br />NO. <br />DESCRIF11014 <br />CASTING <br />OUTLET POND AREA 5 <br />• 48° DIA. <br />METAL GRATE <br />OUTLET POND AREA 2 <br />48" ETA. <br />METAL GRATE <br />METAL GRATE <br />C83 <br />48" DIA. <br />CB2 <br />2'53' RECT. <br />I4EENAH R -3067 <br />CBI <br />487 DIA. W/ SLAB TOP <br />NEEI4AH R -3067 <br />DESIRNEIT PIT C.D.S. <br />DROVE en CALL <br />CHECKED In C.O.S. <br />n0-EE1 NO 04880 <br />( DT FEET ) <br />1 Inch = 40 IL. <br />GENERAL NOTES: <br />1) OIL RO0R5ANON 500051 TIN 111ESE DRAWINGS CONCERNING TIDE NA <br />1010074 Or EXISTING ORATES IS ION GUARANTEED TO SE ACCURATE OR <br />ALL 115000.. TIE CONTRACTOR IS orVEnoSIOIE FOR 060110 NIS MP <br />TE000 N S o TOE T M E055105' UTILITIES AS MAY FE <br />NECESSARY A T 10 0E <br />2) CONTACT E.O'101 STATE ONE -CALL AT 851 -451 -0002 0571 EXI50016 <br />Union Lo:Al1DI15. . <br />3) THE CONTRACTOR STALL FP-SD VERITY SZE, LOCATION. ALAS ELEVATION O <br />EXISTING SANITARY SEWER. RAMP MANN, AND STORM SEWER AND 10010 <br />011110% Or ANY V5CnEPANCIES ODOR TO THE START 131- <br />INSTALLATIONS. <br />4) NSIMIATOIS SIA1 CONFORM TO THE OTT ENGINEERS ASSOCIATION 0' <br />1011E50TA (CEAI) 51000706 MIS SPEOI1CA0O15 (1909 EDISON) MID <br />TIE CRT Of RATITE', STAIMARD molocAn4ls. <br />5) Cn.HACIW SHALL a40IW 0 CRY Or MO LAKES POW= TC4E115 <br />DETARORNI Al (051) 902 -0400 A MRIRRRI Or 21 WEIRS PRIOR 10 <br />ARV DREPROPTON CE SMEARY SEWER OR WATER SERVICE TO Ef05MTC <br />NOTES or POMIIE5501. <br />°G0t1_11.Q.E5). <br />1) STOMA se n styt P (CLASS LISSOM O HOPE UNLESS <br />styli <br />2) 51005 SEVER LENGTHS SCULNM. THE LAIDIG LENGTH W TIE APRON. <br />3) FIELD V(ISIS 10100TON SRC AND 511(x1 ELEVAnal U <br />005016 ATARI SERER AIM NOTEY ENGINEER 00 0111 <br />DISCREPANCIES PRIOR 10 111E START W COISANICTION <br />4) MINN. RRAM INLET FOTHE0 T 1 401 00 01 ACCORON6£ SRI <br />TNT:: CONTRACTOR 5N:LL FEND VLM7' LO0A001 AND ELEVATION <br />W tams 50111TAR1' SEWER ANC, WATR0AN ARID 110073 <br />ENONFTR OF ANY 05O 50101(115 P10011 TO START OF <br />INSTALLATIONS <br />• <br />VISI <br />1 hert6V ce "il(y that his Alen e s prepared by D0 110001 <br />or direct supervision end that I an a Wuly LIcensed F0oFesSlo,•ol <br />Enohrer / / /jj3pr II, halts the State at Nnne +eta. of <br />qy/ <br />fI:a1CHi)NU� <br />Aare, 1/30106 LlCO'SC E <br />41295 <br />r �rR <br />FEB 0 3 2006 <br />C'I`TY OF LINO LAKE <br />WATFR_)AA6 NQTE&_ <br />1) TANIAR/ MR5Mw. OF 7.5 PELT 0 COVER OVER WATER 5EASIM <br />2) 051FR n -ISlEt TO BIEIDITGS SNAIL EE 1' CO UNLESS 0111ERM0E N01FD. <br />3) 110111 vERIFT SIZE AND LOCATION OF 18505.% WATERT.. AND 11011FY <br />ENCNIMR W 001 DIS0NPANCIES PRIOR 10 THE 51AR1 OF <br />CONSTRUCIRXI. <br />55(AITARY SEWED EIOTES: <br />1) 1700 NC dL SERER © <br />LOCATIONS 01AS 8E VENI0 M n]D PSIS <br />10 <br />2) SAMIART 5(50 510001 10 BUL00155 SHALL Or C PVC 00IEOU1S 40 <br />UNLESS OTHERWISE NOTED. <br />3) !REVD VERITY LUCn0OI. SIZE AND SWEPT ELEvATICW OF EXISTING <br />5001Nn aAFR AND 1101WY ENGINEER OF ANY OISCREPANCFS PRIOR TO <br />E STAR: r CONSTRUCTION. <br />$7RLET ANO Rl0TJMINOUS NOTES: <br />1) SAW -CUT EXISTING B1TRN10U5 AND CONCRETE CORP TO PRONGS <br />Dun -NONE. <br />2) FOROVAL ANT DISPOSAL OP 1015011! 5HS1 NA/FMB AS 5(1110(0 <br />PEl O TOI IS NETENIAL <br />Si RESTORE DISTURBED SWEET 10 095166 OR BETTER SECTION AS <br />A101000 a BY 4011 USE C555 011 M NESD USE ironic CONTROL MEASURES ON 0I. ACCORDANCE <br />TM TIE S.IIr ISOIA ER CRAVING. IN .IN00 100. PA CONTROL TIONS -) <br />EN ROACJI NY VAIENECEN STREET UTIUn, OR PARING WERAl1OJ5 <br />E11Crt0ACN ONO ADJACENT SHEETS. <br />CURB N(TTE& <br />IT 010WlW01Res 01/14 01-SITE 000En1AL5 IS INCIDENTAL 1O <br />CB 1R R <br />2) CURB AND MOST 500011 SHALL BE 0112 UNLESS ONERMSE NOTED ON <br />PLANS. <br />SIZE PLANNING OGTNERIIG <br />PLOWS ENCTINEEfiINGT INC. <br />BIRO LEXINGTON AVENUE NE. <br />CIRCLE FUMES IN 5506 -fla, <br />HONE. CCM 70 3 <br />61b7 <br />PRCFAKD TOR <br />BRUNN CUSTOM HOLIES <br />216l 108th Lane NE <br />91olnE. NN 55449 <br />Phones (0631 7P0 -0323 <br />• <br />50'1. 1/30.176 <br />