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P ASANT STROLL ES <br />PRELIMINAPX UTILITY PLAN <br />City of-Lino Lakes, Minnesota <br />91DRANT AND VAN: <br />6 +29.71 <br />PVC 0 6401 <br />LE 894.05 M/ 8' CAP <br />mon <br />rri <br />TES <br />n <br />n <br />n <br />n <br />PR1FENO-�1POSED <br />-1___ <br />,ill <br />a <br />-- <br />-18-- <br />48" DIA. <br />TOWNHOME <br />l <br />1 <br />:FM FsxrAam <br />-1._._ <br />11101, <br />WT:' <br />KPLACEMEN Er <br />NEENAH R -3067 <br />ZONE rq <br />699. 111,, 1104 <br />RC APRON ]41L 311£ <br />.880.33 OWLET CNTRa <br />C.Y. 91PRAP W/ SDUCO/FE (SEE <br />1£9181 TA000 DETAIL POND AREA 5) <br />NH B <br />NZ 901.20 <br />LE N <br />E 01 9151 <br />LOT 29 <br />C.B. 2 <br />RE 90650 <br />LE 007.70 <br />L <br />L <br />16 <br />NIDRANT AND VALVE <br />L <br />L <br />L <br />15 <br />ox° <br />13 <br />14 <br />• 12 ri <br />L <br />L <br />W� <br />OS <br />ER <br />10 <br />€11 <br />1 <br />r' <br />a4A <br />PONDING 5 <br />NL9 <br />H 8898.87.0 <br />2 <br />Ems_ <br />O ilt =696.(4 <br />LOT 29 <br />41k <br />1 <br />1 <br />ILIL, 4k /BLOCK I <br />LOT I <br />i/ <br />i/ <br />Alk <br />I II <br />EX 15' RCM <br />E 794.70 <br />IT RCP <br />Ilk <br />1 <br />( <br />1 <br />1 <br />1 / 24' <br />1 <br />1 <br />�' <br />41 <br />11 4_ 144 <br />AL <br />CURET <br />51800019 <br />6980 MrAL <br />EX <br />12- RC APRON <br />LE. 894.50 <br />I C.Y. RNRAP W/ <br />CEOTE%TAE PAWL <br />EX II. RCP <br />EX MN <br />RE 897.78 <br />ES L0671 <br />RN M65I <br />ls' <br />I i HHL =897.46 <br />I <br />I \ \S \\ <br />I <br />1 S 1 I <br />I <br />III <br />I I <br />0.10 95 AN1°N 1 I j- <br />�E%"°�L �1 �, <br />a <br />IAN. .1 (DROP) <br />RE 904.30 <br />RILE 09204 <br />SEE 891.04 <br />.94 <br />7/ <br />0 <br />a DEL/ (TOME <br />® AOAN0ONE1) <br />> t 1d <br />aI. 21000109 9065 -i{ 897 <br />I1 <br />` L <br />0 <br />I L <br />-01919.SGr 10/ COICR <br />SP..LWY. .AND 8 C.r. <br />RAP <br />NDING 2 <br />NWL ■896.0 <br />HWL= 897.87 <br />BOF =89@.0 <br />TOP =898.5 <br />OA1ER1 <br />BE RDIMND <br />9nq EXISTING TO <br />MA An CONNECT <br />TUTS1 AT <br />11 <br />MOAN <br />14 14 I <br />RE 961.50 <br />LE IN 889.80 <br />E GUI 89ASO <br />* 350' -B' PLC B 040 <br />B' DTP 84111714,01 <br />4 <br />CONNECT 11) <br />6' DIP WA <br />STAPPING V <br />I <br />SLEEVE. <br />IT <br />HYDRANT AND PALE <br />M.H. • <br />RE. 400.30 <br />09147 <br />t5' Rc APRON LE 90190 <br />9 8 <br />PROPOSED TOWNHOME <br />0.320 <br />1 IS RC APRON LE. 90175 <br />MIN <br />ID <br />'4' ;1, n <br />FE'951 <br />IL 889511 1 I" 1 <br />LEGEND: <br />- I - <br />- > - <br />_ »_ <br />- I <br />-> - <br />fYa <br />m <br />0 <br />Existing Watermain <br />Existing Sanitary Sewer <br />Existing Storm Sewer <br />Proposed -Watermoln <br />Proposed Sanitary Sewer <br />Proposed Storm Sewer <br />Existing Hydrant <br />Proposed Hydrant <br />Existing Sanitary Manhole <br />Proposed Sanitary Manhole <br />Proposed Catch Basin /Manhole <br />Existing Gas Line <br />Existing Overhead Wires <br />7 <br />PROPOSED <br />6 <br />TOWNHOME <br />6E11.A10 ID BE FELLED <br />(SEE REPORT Or ENM <br />SCIENCE A95OOA7FS) <br />EX 10. HOPE <br />F69CEMAN <br />ASH..'STREEr (C.S.A R No 32) <br />R t. R 11 B. Olin fi . <br />LOT 29 <br />0 <br />0 <br />EX LPN <br />RE 999.50 <br />IE 689.05 <br />1444 ' F <br />T- Re !03:60 <br />IC 892.50 <br />=RD CUT DITTAIL W/ RIPR4P CUTRALL <br />8rA VILIZATICN <br />PAGE M OCA •1 <br />41/41 1.,4Wri%4•a <br />A <br />OORB CUT <br />CONENEIE SPLLWAY <br />CONCRETE SPILLWAY <br />aaanm wM ICI N <br />FLOW LINE <br />GRAPHIC SCALE <br />J <br />r <br />ra. <br />79089930 6o <br />1 /Li r M5 90 <br />=RR 14741 <br />PNI. CI 46.101011 <br />71/ RAI DM <br />OUTLET CONTROL STRUCTURE <br />MOT TO b..ALE7 <br />PRGRO£ 4-1/e SR VICRIP <br />I I/I IICTIFJP WARM <br />"--,c.c <br />r° <br />POND AREA <br />15 -12" RCP 0 10.09 <br />696.0 <br />e' <br />891.0 <br />24' -I2• RCP 0 O.0% <br />599.0 <br />09119 <br />6955 <br />T7 -15' RC' • 55E5 <br />697.0 <br />Y <br />604.0 <br />ZI' -IY 6C• • 0.0X <br />59).0 <br />60619 <br />666.15 <br />•• ' , W <br />° . 00, 46`16 <br />STRUCTURE SCHEDULE <br />NO. <br />I DESCRIPTION <br />CASTING <br />OUTLET POND AREA 5 <br />48' DIA. <br />,ill <br />a <br />_f uoiT.,rtm <br />9 <br />48" DIA. <br />METAL GRATE <br />C83 <br />1 <br />:FM FsxrAam <br />. <br />11101, <br />WT:' <br />KPLACEMEN Er <br />NEENAH R -3067 <br />.. <br />O . <br />1150107 <br />t ®6� <br />CoNCEllex TIT <br />NIT ES <br />«NI <br />it .. 001.811 CDNNGTMN HIE <br />0s <br />_ <br />CONCRETE PIPE TIES <br />04 <br />°p <br />3115E <br />LEGEND: <br />- I - <br />- > - <br />_ »_ <br />- I <br />-> - <br />fYa <br />m <br />0 <br />Existing Watermain <br />Existing Sanitary Sewer <br />Existing Storm Sewer <br />Proposed -Watermoln <br />Proposed Sanitary Sewer <br />Proposed Storm Sewer <br />Existing Hydrant <br />Proposed Hydrant <br />Existing Sanitary Manhole <br />Proposed Sanitary Manhole <br />Proposed Catch Basin /Manhole <br />Existing Gas Line <br />Existing Overhead Wires <br />7 <br />PROPOSED <br />6 <br />TOWNHOME <br />6E11.A10 ID BE FELLED <br />(SEE REPORT Or ENM <br />SCIENCE A95OOA7FS) <br />EX 10. HOPE <br />F69CEMAN <br />ASH..'STREEr (C.S.A R No 32) <br />R t. R 11 B. Olin fi . <br />LOT 29 <br />0 <br />0 <br />EX LPN <br />RE 999.50 <br />IE 689.05 <br />1444 ' F <br />T- Re !03:60 <br />IC 892.50 <br />=RD CUT DITTAIL W/ RIPR4P CUTRALL <br />8rA VILIZATICN <br />PAGE M OCA •1 <br />41/41 1.,4Wri%4•a <br />A <br />OORB CUT <br />CONENEIE SPLLWAY <br />CONCRETE SPILLWAY <br />aaanm wM ICI N <br />FLOW LINE <br />GRAPHIC SCALE <br />J <br />r <br />ra. <br />79089930 6o <br />1 /Li r M5 90 <br />=RR 14741 <br />PNI. CI 46.101011 <br />71/ RAI DM <br />OUTLET CONTROL STRUCTURE <br />MOT TO b..ALE7 <br />PRGRO£ 4-1/e SR VICRIP <br />I I/I IICTIFJP WARM <br />"--,c.c <br />r° <br />POND AREA <br />15 -12" RCP 0 10.09 <br />696.0 <br />e' <br />891.0 <br />24' -I2• RCP 0 O.0% <br />599.0 <br />09119 <br />6955 <br />T7 -15' RC' • 55E5 <br />697.0 <br />Y <br />604.0 <br />ZI' -IY 6C• • 0.0X <br />59).0 <br />60619 <br />666.15 <br />•• ' , W <br />° . 00, 46`16 <br />STRUCTURE SCHEDULE <br />NO. <br />I DESCRIPTION <br />CASTING <br />OUTLET POND AREA 5 <br />48' DIA. <br />METAL GRATE <br />OUTLET POND AREA 2 <br />48" DIA. <br />METAL GRATE <br />C83 <br />148" DIA. <br />METAL GRATE <br />CB, <br />2'X3' RECT. <br />NEENAH R -3067 <br />CB1 <br />48" DIA. W/ SLAB TOP <br />NEENAH R -3067 <br />(IN FEET) <br />1 Inch = 40 IL <br />GFNERAI NOTES• <br />1) THE NFORMATON 5110101 04 165SL DRAWINGS CDNCERNNG PIPE AND <br />LOCATOR W DOSING UTIJ1E3 6 NMI GUMMIE ° TO RE ACCURATE 06 <br />ALL N0USIVE THE CONTRACTOR IS REWORNBIE FOR YN41110 HIS CNN <br />DEIERMNAION AS W THE PIPE AND LOCATION OF UTILITIES AS MAT BE <br />NECESSARY 10 AVOID DAMAGE 10 TEE WINTER. <br />2) CO EACI GOPHER STATE ONE -CALL AT 551- 454 -0002 FOR 0951NG <br />UTILITY 10 011005. . <br />3) DE COIIAC1O1 SHALL FIELD VERIFY SIZE LOW.TIO5, AND ELEVATION Or <br />L NG SANITARY EYBA. WATER MAN, AND 514011 SEWER AND MINT <br />ER a ANY DISCREPANCIES PRIOR 10 111 STMT Or <br />IATIONS ATIONS SHALL CORaRM TO ME CRY 010NEERS A 00811 5 DF <br />OTA (0EAM) STANDARD UTILITY SPECIFICATIONS 11905 EDTON) AN0 <br />TT OF RAMSEY STANDARD SPEB1CATaNS. <br />IC= 51011. 4010 t CRY OF RIO LAKES PU9UC WORKS <br />RANT AT (651) 962 -2500 A MIWNW O- 24 HOURS PRIOR TD <br />11(ARLPRdN E4 5AITARY EWER OR WATER SEANCE TO £095150 <br />O RUSNESSE6 <br />PER NOTES: <br />I) 51001 SEIKO SHAL1 0E RCP (CLASS M 41001100) OR HOPE UNLESS <br />01HE9100 NOTED CC PLANS. <br />2) STORM SERER LENGTHS INCLUDE 0E LAYING IDIOM Of THE APRON. <br />J) FIELD TEW1' LOCATOR SIZE AND INVERT EIEVAR. O <br />EIMSIA TIL <br />STORM SEWER AND NOWT 10004034 10004034 I 0 ANY <br />DISCREPANCIES PRIOR 10 E START Cr CONSINICTNON. <br />4) CATCH IASI NIET PROIFCOON SHALL BE APED IN ACCORDANCE NTH <br />HNC DE 10.-S MOWED, ON ME awowc PUN ALAI $DPP. <br />NOTE. CONTRACTOR 916LL CEVI VERIFY LOCATION AND ELEVATION <br />Or EXISTING SARTART SEMI AND DAIMON AND NOTIFY <br />MTOHEER O NO DISCREPANCIES PRIOR TO START OF <br />NSTA'LLINMIS <br />RECEN <br />FEB 0 5 2006 <br />CITY OF LINO LAKES <br />WATER MAIN NOTES. <br />1) MAINTAIN MNWRN Dr 7.5 FEET Or COLPR OLIIE WRIER SEANCE <br />2) WATER 4RNCE TO BINDINGS AWL BE 1• CU MESS OTERWISE HOlEO. <br />J) FELD WIRY 902E AND LOCATION OF MISTING WATERMAN AND ROTEY <br />MON ER Cr ANY DISCREPANCIES PRIOR TO 111E STMT Cr <br />CONSTRUCTION. <br />SANITARY SENER NOTES <br />1) LOOSMN1 SMEARY SERER LOCATIONS SHALL HE VEM0EO IN FE1D PRIM <br />10 CONSTRUCTION. <br />2) SANITARY EWER SEANCE 10 60090105 SHALL BE 4• PIC SCHEDULE 40 <br />UNLESS 00ER0SE NORU. <br />3) FEN VERIFY 0010101. 50E NO INVERT ELEVATION OF £005050 <br />SANITARY SEWER AND NOWT ENGINEER Cr ANY DISCREPANCES POOR 10 <br />THE START OF CONSTRUCTION. <br />5 F A tO_S1113MIN11U5 NOTES• <br />I) SAW -CUT EXISTING BIn1WN04$ AND CONCRETE CURB TO PROVIDE <br />BUTT -JOINT. <br />2) 1500001 4455 0070501 NOOF F DOSING STRICT MATERIALS AS RECAAREO <br />J) R151OE DISTURBED STREET TO COSTNO OR BEAR SECTION AS <br />APPROVED BY ENGINEER. <br />4) CONTOACEM 9011 USE 1RAme CONTROL MEASURES (N ACCORDANCE <br />001 THE •I21101ES01A MANUAL ar OMFOUR TRARIC CONTROL OENCES ") <br />AS NECESSARY RENEW GRACING. UnUTY, RI PAVING OPERATIONS <br />ENCROACH ONTO ADJACENT STREE15. <br />J:IIRR NOTE$ <br />1) DACEi1WNG OFF CURBS 0101 ON -911£ MATERIALS IS NCOMEA TO <br />CU90 CRISTRUCn0N. <br />2) 0098 D CUTTER SHOW SHALL BE 0412 IA6E5 000154E I401ED ON <br />DE51OE0 911 _0_.3. <br />00905 Dr, Gll <br />CHECKED 9n SAL <br />PROJECT ND 04889 <br />I hereby ce•tIfy that this plan 100 prepared by etc or under <br />Cr direct supervision and that 1 am a duly Licensed Professional <br />EnObeer /( the law F h 51ate ( Minnesota. <br />• <br />f NAI SCNLIC <br />DAT <br />1/30/06 <br />Lica:sr 2 4,0,5 <br />SITE PLANING <br />EAQAE0UAa <br />PLOWE ENGINEER/Ng INC" <br />9100 LEXINGTON AVENUE NE <br />CIRCLE PASS NN 55014 -9625 <br />• <br />of 176 1770 61013 <br />PREPARED FM <br />BRUf•B4 CUSTOM HOMES <br />2161 106th Lane NE <br />Blaine, MN 55449 <br />Phone, (7637 780 -0323 <br />Da FE, 1/30 :06 <br />srrzEET <br />C1 <br />• <br />