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15' FES <br />E 914.50 <br />jl I <br />1SEE SHEET 6 <br />94'775. Rgy C991 .30 <br />2 -,5-4- GE CE 91 _ 3>-15 12_95 <br />RE 91400 E 912_95-1 51414W <br />DRAN11(.E E 913.19 E 912.79 -1IFS <br />E 9135 <br />HYDRANT Wi <br />d Qv a'BOX / <br />/ 39'-6-"DP CL, '52 <br />/ / I 040. ELr 9� <br />O - II <br />T <br />I I <br />I I <br />I I <br />GENERAL NOTES <br />i! <br />\ <br />- Pl O 1.008 <br />15' FIM <br />E"ILL7 <br />l CB 113 <br />RE 918.10 <br />E 914.15 <br />2 -15' -4 ME' <br />ORAIN78E <br />E 913E <br />22' -15 RCP • 0.408 <br />OL SEPARA <br />RE 917.80 <br />E 913.04 <br />12F-18- RCP • O )> »-���p •40 -24'f V 3_-0.606. <br />4."■_ GS <br /># <br />// 90x <br />/IM 102 <br />917.90 <br />111E 912.38 -18.5 <br />1t. wl - ` E 11218 -11FN <br />E 91182 -24.5 <br />CB <br />RE 81 91610 <br />E 914.52 <br />1�pf <br />G <br />I7 <br />O Q� <br />U <br />O T] <br />GAS�nPUMPS (� <br />TRENCH GRAN <br />1 <br />KNAK TRIP <br />FF 920.5 <br />E 912.5 <br />AT BULC•4G <br />6Gv <br />e BOX <br />4" Dv <br />k 805 <br />CAR WASH <br />eD <br />E 912.5 Th <br />AT BUILDING <br />CP181 104 <br />RE 917.20 <br />E 91326 <br />15' RCP Fri <br />\ E 915.70 <br />CL5 0 0.008 <br />oA <br />103 -11' RW <br />.008 <br />200' -8. P� 91R -35 0 L4G8 <br />•164 -1(48' DIA) <br />CAST. 11-7733 <br />_557100 -E <br />1E" 90 .617 17--5 <br />E 90-N <br />9.07 VF CU790E DROP 5E:11m <br />15RCFES <br />E 9+5.70 <br />MH 101 <br />RE 91830 <br />E 908.85 -30'E <br />EE 911.53 -24'N <br />MOM 114 <br />RE 916.20 <br />E 912.03 -1511 <br />E 911td'6L - <br />COMM 111 <br />RE 916.20 <br />E 91252 -15Nw <br />E 97236 -18'5 <br />C9•4 105 <br />RE 91610 <br />E 913.68 <br />CERN 112 <br />RE 91840 <br />E 913.23 <br />d <br />a <br />Alr <br />1 <br />i <br />4d DIA) <br />CAST. R -1733 <br />E 91880 <br />E 908.70.6• EA T <br />908.30 -8-r <br />E 90640 -d NORTH <br />d OP CL.52\ <br />WATER SERI5CE <br />d-45� <br />BEND <br />181 110 <br />RE 91630 <br />E 91133 -1853 N <br />E 911.16 -27'E <br />(l <br />DP CL52' <br />E > 'EAST /041�, <br />E 906 MOH a Rat <br />TEE <br />E 909.80 <br />AT BU9DNG <br />57-6' PVC 5CH.40 <br />• 6.518 \ <br />\ \ <br />6" Gv a Box <br />65-6' UP 0 <br />END. EL- 910.4 <br />C <br />2 -15-4-1 CPE <br />DRAINTIE <br />E 912.7 <br />CB 115 <br />RE 91670 <br />E 912.38 <br />0. <br />23' -0•.39 5(21.40 <br />e 4395 <br />2 <br />RETAIL <br />FF 920.0 <br />d DP 0_32 <br />WATER SWAM <br />d GV <br />a 80X <br />if CL 52116 <br />1FX d 7FY i(8 FT. MN. &1i» <br />d -45. <br />9970 <br />08 117 <br />RE 916.30 <br />E 915.60 <br />WETLAND <br />1. PRIOR TO GONSIRUCfl011. TT$ CONTRACTOR SHALL FEND VERIFY Al E70S1NG UTIRTY LOCATIONS <br />AND POEMS SiaYN 011 Nor Mont ANT DISCREPANCY ETIFEN PLANS AND FELD LOCATIONS <br />SHALL E REPORTED TO DE PRO.ECT EN NEE8 IMMEDIATELY. <br />OUTLOT C <br />2 CON1RACTOI 6 1O CONTACT 'GOPHER STALE ONE CALL- FOR GOUTY LOCATIONS (812- 454 - -0002) <br />48 HOURS MGR TO 69CAVATIOR/CQ6IRUCRON. <br />3. All SANITARY SERER, BATE MAN AND STORM SEVER CON STRUCIIMI SHALL CONFORM TO 1)09 <br />CITY OF LINO LAKES SPECIRCA110N5, R DOM REGUREME N12 AID RE 'STANDARD SPECJRCA1t0H5 <br />FOR 1 41ERO9AN AND SERVICE 11E NSTALLA50N5 AND SANITARY AID STORM SEWER NSTALLAIO( <br />2000 181101, AS PREPARED BY 109E 01Y DIGINBERS ASSOCIA110H OF INROESOTA. <br />4. d SANITARY SERER PIPE SHALL BE S . 35, a d SANITARY SERVICE PPE SHALL E 504. 40. <br />UNLESS OiMENTZZ NOTED. <br />SE OTT OF IMO LAKES STANDARD RARE FOR ADOIDNAL SANITARY SEVER INFORMATION. <br />I - 11'(_1 <br />O0 <br />26' -15' RCP <br />• 0.818 <br />2' -15' RCP \ <br />• 0.508 <br />■ <br />NN 116 <br />RE 919.15 <br />E 915.21 <br />E 915.00 <br />15' FES 9/ 1RA9N GUARD <br />PLACE 3 CY RP RAP. 912 <br />N1TH FLIER FABRIC BLANKET <br />1E LAST 3 JON15 <br />E 912.90 <br />-15' RCP <br />O 1.505 <br />OCS 2 <br />\ RE 915.50 <br />\ E 91220 -15•SE <br />\E 910.11 -15'NR <br />\\ POND <br />E 910.00 <br />1s RE 1/ TRASH GUARD <br />PLACE 3 CY RP RAP. 151 <br />011H FLIER FABRIC BLANKET <br />lE LAST 3 JOINTS <br />5. ALL wA1FAYAIN SHALL E (DLP) DUCRE RCN ARE ASS 52 UNLESS CriliatimsE NoTED. <br />A IDN981M CF 8.0' COYER I5 RE019ED CM ALL BARMAN. UNLESS GRAMME NOTED. <br />A 110118111 OF 1d VERTICAL SPARAVO1 AND 10' HORIZONTAL SEPARATION IS REDLINED FOR ALL MUTES. <br />GEE CITY OF LINO LAIRS STANDARD PLATES FOt ADDITIONAL WATEfMAN NPOFMATIOL <br />6. ALL SIOM SERER 91ALL E FERVOR= CONCRETE PPE UNLESS 01HERNEE 901090. <br />SEE 917Y OF LINO LAKES STANDARD PLATES FOR 6901110NAL STORY SEN6 MFORMATOL <br />CoMMAC1OR SHALL VERFY ALL WILDING SRLNCE LOCATIONS W111 091469. <br />• <br />PIeNEERneenng <br />ovLID�mE LNDIS Mmp WNRavHemS 19eoaCaEA� <br />2422 limarprise Mendota Drive <br />MN 55120 <br />(651)681 -1914 P 11 JH0N <br />Coon Rapids Office <br />4. 911YRHV961 � <br />. \ <br />3. CITYREYRIOIS - <br />1. CRT AND QgitT REVISIONS. <br />1. QTY REVISIONS. <br />IN --6(48' OA.) <br />CAST. R -1733 <br />RE 917.20 <br />E 09600 <br />-.ma IMM <br />o 15 30 Bo <br />GRAPHIC SCALE IRi FEET <br />2 -,5-4• CPE <br />0RANi1E <br />E 913.2 <br />OUTLOT B <br />1�- <br />CB 118 <br />RE 91830 <br />E 915.60 <br />r m IG <br />ANT <br />dN 3R & BOX <br />2f C DP CL 52 <br />MD. EL -919.4 <br />8' TEE <br />GV <br />a BO( <br />910.00 <br />EXISTING <br />D <br />LEGEND <br />PROPOSED DESCRIPTION <br />M <br />0 <br />• <br />O <br />O <br />• <br />D ► <br />® o <br />HYDRANT(S) <br />GATE VALVE(S) <br />REDUCER(S) <br />EXISTING WATERMAIN <br />PROPOSED WATERMAIN <br />SANITARY MANHOLE(S) <br />EXISTING SANITARY SEWER <br />PROPOSED SANITARY SEWER <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 />MH 101 <br />60' DIA. <br />R- 1642 -B <br />MH 102 <br />48' DIA. <br />R- 1642 -B <br />CBMH 103 <br />48- DIA. <br />R- 3250 -A <br />CBMH 104 <br />48" DIA. <br />R- 3250 -A <br />CBMH 105 <br />48" DIA <br />R-3250--A <br />CB 106 <br />27' DIA. <br />R- 3250 -A <br />CB 107 <br />27' DIA. <br />R- 3250 -A <br />CBMH 108 <br />48" DIA. <br />R- 3250 -A <br />CB 109 <br />2i DIA. <br />R- 3250 -A <br />MH 110 <br />48" DIA <br />R- 1642 -B <br />CBMH 111 <br />48" DIA. <br />R- 3250 -A <br />CBMH 112 <br />48- DIA. <br />R- 3250 -A <br />CB 113 <br />27' DIA. <br />R- 3250 -A <br />CBMH 114 <br />48" DIA <br />R- 3250 -A <br />CB 115 <br />27' DIA. <br />R- 3250 -A <br />MH 116 <br />48' DIA. <br />R- 1642 -B <br />CB 117 <br />27' DIA <br />R- 3250 -A <br />CB 118 <br />27" DIA. <br />R- 3250 -A <br />CBMH 119 <br />48' DIA. <br />R- 3250 -A <br />CB 120 <br />27- DIA. <br />R- 3250 -A <br />OCS 1 <br />48" DIA. <br />GRATE <br />OCS 2 <br />48' DIA. <br />GRATE <br />GALVA3l (RATE (951.17) <br />4x4. OPENINGS <br />• <br />JA -I 2 4 Z008 <br />910.11 <br />_OUTLET SKIMMER STRUCTURE-2 <br />Ci T / OF LINO LAKES <br />• <br />201 9Sh Avenue N.W. <br />C Rapids, MN 55433 <br />(763) 793 -190 Fac79 -1983 <br />!beet/ away tla !his m wcPrye st <br />! b9 <br />mtlr.q direct mPVviaim .d 6 I tieee <br />®a do1Y LLcm.rd 1Ma ®mI aim <br />SuM <br />ender the h.ea of the Sm. henneseea. R4. 1994 •a 513A07 <br />Reim® <br />7 '9� <br />4.1/ <br />5/311 <br />5.090,1. DAS <br />Dew SAG <br />PRELIMINARY UTILITY PLAN <br />AZURE PROPERTIES <br />P.O. BOX 17E30 <br />ST. PAUL, MINNESOTA 55117 <br />MAIN STREET VILLAGE <br />LINO LAKES, MINNESOTA <br />7 OF 17 <br />