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EL, 919.0 <br />DRAeIteE <br />E 9166 <br />o- <br />Y BIND <br />y 5-X 6' REDUCER <br />to -15 PE 0 0355 <br />SEE SHEET 6 <br />z6 Yef <br />� tr <br />CNN 116 <br />6E 91753 <br />A..� -30• .1s PE `_ ' -6' PVC S- OR -35 a 1.005 e 0.355 r- 1j-- -> - <br />6 j7P d 52 Mill - <br />60P CL 52.14 <br />6 <br />a BOX <br />10 91� <br />PI$NEER ng <br />s •anmaa¢ eww4Aw,e. wrere..m+ 7.0ee220.e84a=6 <br />ziANSVD <br />(031)91 -1914 rvc.S1.9eq <br />Coon Rapids Office <br />C9 113 <br />11E 916.23 <br />E 914.73 <br />OL SEPARATOR <br />6E 91750 <br />E 913.9 <br />631 <br />-15] PE <br />PEa <br />O 0.355 <br />=MN 117 CS 119 <br />RE 915.0D RE T29D <br />E 91329 -5 E 913. <br />E 81325 -E <br />E 914.15 -N <br />0 <br />e <br />a <br />I] <br />725• -5 PVC <br />SLIR -35 O 0.405 <br />0 GAS PUMPS <br />I <br />3 a ® Li gJ <br />OM 115 <br />RE 919.70 <br />E feces 1.n <br />08 i._ 1 <br />05 <br />1 <br />\ ] I I <br />137 -15 PE e <br />17 -t5. <br />0 0505 <br />CBIM 111 <br />91833 <br />\IE3N3.H3 <br />6'X r 1E <br />6 CV <br />& 960 <br />CNN 109 <br />RE 91690 <br />E 91232 -18- <br />A <br />XIH -t {4a pAa - -- <br />- __cost Tr-1733 <br />RE 91680 <br />E 89678 -OAST <br />E 896.3& -90UTH <br />E 90657 -160014 <br />1029 W 15515E DROP 5511014 <br />NSIAME <br />WATERMAN <br />145' -16 PE <br />0.305 <br />) <br />r <br />E -P623- <br />E 1913.74 -1514 <br />E 513.53 -454 <br />E 41353 -15" <br />KWIK TRIP <br />FF 920.5 <br />E912.5- <br />AT 8619.0810 <br />j •, P5 <br />r, \may <br />7I_ c <br />CAR WASH <br />& 80X <br />6-43 <br />REIN <br />ex a' TEE <br />HYDRANT W/� <br />8'Xwr ERmDUCER / 1H <br />25-5. IWP CL 52 <br />919.0 '1 <br />8. <br />e <br />i <br />bti <br />kic '!.i <br />1/� `- <br />\ \\ <br />NN <br />OH 9 \ <br />r RE <br />0913.40 <br />ORAMLE <br />E 915.4 \' <br />6)&90 <br />E 91320 <br />2-151' <br />DRAWEE <br />\ \E 915.4 <br />11H -4(45 WA. <br />CAST. R- <br />RE 91670 <br />f-E 90670 -5 wi <br />E 908.06 -6' MIST ! <br />1 <br />E 90955 <br />AT BUILDING <br />5'X r LEE <br />OP 052 <br />196 SERVICE <br />RE 917.53 \ <br />E 91433 \ <br />6w <br />& BOX <br />• <br />WETLAND <br />• <br />143, <br />• s4, <br />1. CT'REVOGS <br />N. N. <br />/ • /N. \ \ <br />//' / / �\ <br />2tf51 CPFI <br />E 9145; <br />D4 <br />RE 91610/ <br />E 912.0 <br />\ \ \. <br />15 -15 PE \\ <br />0 0505 \ <br />50 1 <br />RE 916. IP <br />E 912.14 <br />2-15 \4 TPE <br />E 914.6 <br />RETAIL <br />FF 920.0 <br />LOVER WAIPRXAN TO X.0145..014 <br />15• S3'ARATICN SEMEN WAR MAN <br />AND SWIM SERER CTOSPNG <br />0 <br />O 1) <br />r-45. <br />REIN <br />TRASH I <br />6 DP CL 52 151I <br />(5 FL 101. BURY) <br />I <br />CIF4L/ <br />I I I y10.15 �01 <br />5 <br />CAM 153 <br />RE 9165 <br />E 91139 <br />r. <br />r <br />m� <br />e� <br />IM 102 <br />RE PIED <br />E 91092 <br />OUTLOT B <br />1 �MMM CN & 905 <br />HYDRANT <br />1 014 <br />15-...91L4 <br />6_ DIP ol. 52 WM <br />i �,� -$�6- 1EOULfR <br />1 515E <br />i • 1i DV <br />T tmR <br />tee" PLUG <br />24•-15 PE <br />O 0.795 <br />O DET cornea. <br />SEE DEIAL <br />E 91030 <br />15 PES W/ TRA91 GUARD <br />PLACE 3 Cr RP RAP. O.2 <br />WL7F1 PUSH FANSC BLANKET <br />1E CAST 3 ,IONTS <br />POND <br />1 <br />/ <br />ATTACHMENT 7 <br />16 E HD <br />GRAPHIC SCATS D7 FEET <br />LEGEND <br />DUSTING PROPOSED DESCRIPTION <br />D4 P4 <br />D ► <br />0 <br />O • <br />• <br />D ► <br />HYDRAN1IS) <br />GATE VALVE -(S) <br />REDUCER(s) <br />EXISTING WATERMAN <br />PROPOSED WATERMAN <br />SANITARY MANHOLE(S) <br />EX611NG SANITARY SEWER <br />PROPOSED SANITARY SEVER <br />CATCH BASIN <br />MANHOLE <br />FLARED END <br />BEEHIVE <br />EXISTING STORM SEWER <br />PROPOSED STORM SEWER <br />STORM SEWER SCHEDULE <br />CB or <br />MH NO. <br />STRUCT. <br />SIZE <br />NEENAH <br />CASTING <br />or EQUAL <br />CBMH 101 <br />48" DIA. <br />R- 3250 -A <br />MH 102 <br />48" DIA. <br />R- 1642 -B <br />CBMH 103 <br />4B" DIA. <br />R- 3250 -A <br />CBMH 104 <br />46" DIA. <br />R- 3250 -A <br />CB 105 <br />27" DIA. <br />R- 3250 -A <br />MH 106 <br />60" DIA. <br />R- 1642 -B <br />CBMH 107 <br />60" DIA. <br />R- 3250 -A <br />CBMH 108 <br />60" DIA. <br />R- 3250 -A <br />CBMH 109 <br />46" DIA_ <br />R- 3250 -A <br />CBMH 110 <br />46" DIA. <br />R- 3250 -A <br />CBMH 111 <br />48" DIA_ <br />R- 3250 -A <br />MH 112 <br />48" DIA. <br />R- 1642 -B <br />CB 113 <br />Zr DIA. <br />R- 3250 -A <br />CB 114 <br />27" DIA. <br />R- 3250 -A <br />CBMH 115 <br />45 DIA <br />R- 3250 -A <br />CBMH 116 <br />46" DIA. <br />R- 3250 -A <br />MH 117 <br />48" DIA. <br />R- 1642 -B <br />CB 11B <br />27" DIA. <br />R- 3250 -A <br />CB 119 <br />27" DIA. <br />R- 3250 -A <br />CBMH 120 <br />48" DIA <br />R- 3250 -A <br />CB 121 <br />27" DIA <br />R-3250--A <br />CBMH 122 <br />48" DIA. <br />R- 3250 -A <br />CB 123 <br />27" DIA. <br />R- 3250 -A <br />CBMH 124 <br />48" DIA <br />R- 3250 -A <br />CB 125 <br />27" DIA. <br />R- 3250 -A <br />GENERAL NOTES <br />1. PRIOR 10 CSNSIR0C00N. 100 CONIRACCOC SHALL REID VERIFY ALL US19l5 UTIOY LOCATIONS <br />AND MERU, SOW OR NOT 9511. ANY DEC EPARCT EM MEN PLANS AND 5888 LOCATIONS <br />SHALL E RF3"OR152 7D 15E PRD.EGT ENO EER 99EDIA1E1Y_ <br />2 C ON1RAC OR 6 10 corm= -00PIFR STA1E OPE CALL' FOR warm LOGV71055 (312- 454 -0002 <br />48 HOURS P10R TO IXCAVA11014/OG61NUCTIOL <br />3. ALL SANITARY RENEW WATERMAN AND STONE SERER CONSTRUCTION SHALL CONFORM TO TIE <br />OTT OF LINO LAKES S ECFICMIOI6. 1R.DN0 RECUIRISENTS 4160 101E "STANDARD SPECIRCA110C6 <br />IRR WATERMAN AND SERA= IRE INSTALLATIONS AID SANITARY AND =NM SEWER MINIMUM' <br />211m =5l15 AS PREPARED BY WE OTT INGINEENS ASSOOA1108 OF 1815 TA. <br />4. 6 warmer 51009 PPE SHALL BE 95 35. 16 6 108187497 soxvicE PPE SHALL E SCHH. 40. <br />MESS =ERASE E 6107ED. <br />SEE O17 OF LINO LAM STANDARD PLATIS FOR AOD 1IO8AL SANITARY SERER IPPO MA106L <br />5. ALL WATERMAN SHALL E MP.) OUC4LE DON PPE cuss 52 imams OTNBRISE NOTED. <br />A MANIA IF &0' 501019 6 ECO ED ON ALL WATERMAN. LOESS 01ERNSE NOM. <br />A 11955119 OF 15" V ERCAl_ SEPARA71O1 A1D 15 HORIZONTAL SEPARATION 6 E9UWED FOR ALL =DES. <br />SEE 075 OF LORD LAKES STANDARD RATES FOC ADDITIONAL WATERMAN 91661 1A10K <br />6 ALL 1TORM SEWER 94401. E ORAL WALL POLYE1HIWE PIPE, UNLESS 010881990 NOTED. <br />SE OTT OF LINO LAKES STANDARD PLATES FOR AOD6RONAL STOW SEWER RFOR4AIIOIL <br />7. WNMA019l SHALL VERIFY ALL BINDING SERVICE LCCATIO6 15V OILIER <br />51931 A.ea 1LW. <br />Cam 11•0d414433433 <br />CID) 713-I6D P¢183 -160 <br />L weL. certify Am Weis pm we pepaed' <br />emr- esetlrarye eaparmmm ma <br />®a eee>y 6.;®m Eedede�ed <br />eadaee la. d11aAemd AS <br />-Dm <br />Sub] <br />RIO 4.. 10594 14594 Ore 31361 <br />1. 7/10/171 <br />WTI <br />D45 DAS <br />De..a SAO <br />PRELIMINARY UTILITY PLAN <br />AZURE PROPERTIES <br />P.O. BOX I7530 <br />SL_PAUL, MO4NESOTA55117 <br />MAIN STREET VILLAGE <br />LTNOLARES, MINNESOTA <br />7 of 15 <br />