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I /// / \ <br />i i i~ <br />! / ! <br />1 <br />~~.~ <br />~~; <br />I{ <br />I <~4! <br />/ / 0 <br />j <br />IS / A <br />~ i i~ ~ ~q <br />/ '~@ <br />1 // ~ 1~~~ <br />tl / <br />- - ----~- <br />,~ <br />r~ <br />r-- <br />ro _~ f0 ---~-_- fo <br />-0CS <br />=~-605.02 <br />l: -8.90.80 <br />>ES-fA <br />IE=~9.9~ <br />c...70 <br />![=889.0 <br />I / ~'>/i <br />1 ~Dfa- <br />>>> F 89..87 <br />y ~ 1 89F..8D,> <br />~ I I <br />i $~ <br />l G <br />Inj ~O <br />_ x <br />y S RE=90?JO `x ~ HYO LNTrF;H n <br />IE{E)=893.OD # f I i7 : 4F..-, <br />IE(sw)=69z6o °> _ g166T43=e"'I'y~ 01. x <br />^$k n <br />~i Q~ ~I <br />~~ 6 ~ <br />L O <br />L __ <br />0 ~ air _ _ <br />I rc V39 64y - <br />1 d` - ~ j <br />1 L _ ._- <br />~><1 <br />SAN-MH-100 <br />=> RE=901.00 - - __ ,/ <br />~{NE~891.20 / <br />~ ~(W}891.00 - _ / <br />t a y ~ JS LF-6" PYC _ - ._ _ <br />3 ~ I ~ O 1:OOx / <br />V 4 ~~ <br />CORE GRILL EXISTING r //// <br />o~ STRUCTURE <br />l ~ <br />J IE=890.25 <br />UTILITY NOTES <br />CONTRACTOR SHALL fIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING U1ILITIES <br />AND TOPOGRAPHIC FEATURES PRIOR TO THE COMMENCEMENT OF SITE GRADING. THE <br />CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES OR <br />VARIATIONS FROM THE PLANS. <br />ALL EXISTING UTILITY LOCAl10NS SHOWN ARE APPROXIMATE. CONTACT 'GOPHER <br />STATE ONE CALL' (651-454-0002) FOR UTILITY LOCATIONS, 4B HOURS PRIOR TO <br />EXCAVATION. <br />WATER MAIN, SANTARY SEWER & STORM SEWER CONSTRUCTION SHALL CONFORM TO <br />THE WRRENT EDITION OF °STANDARD SPECIFlCATIINJS FOR WATER MAIN AND <br />SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER <br />INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION Of MINNESOTA. <br />CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE BUMPED 0.04 FEET. ALL <br />CATCH BASINS IN WTTERS SHALL BE BUMPED 0.15 FEET PER DETAILS. RIM <br />ELEVATIONS SHOWN {MJ THIS PLAN DD NOT REFLECT BUMPED ELEVATIONS. <br />ALL WATER PIPE TO DE WCTILE IRON PIPE (DIP) CLASS 52 350 PSI JOINT. <br />ALL FlRE HYDRANTS SNAIL 8E LOCATED 10 FEET BEHIND DACK OF CURB UNLESS <br />OTHERWISE NOTED. <br />8"w8" lEE <br />I--I I--I--1 f <br />C~INECT TO E% HYDRANT W/ CONNECT TO EX <br />STORM STUB 6' AUX VALVE STORK SN8 <br />IE=8923} S U-6" pP ~=8920}-~ <br />L-18" SIM O 0.30x L12" SiM o D.4Dx 12" STM O 0.40x ~ 18" S(M O <br />6" SAWTARY SERVICE <br />IE=894.Sb <br />sTM o a.aaz <br />Existing Concrete Building <br />189,914 sq. k. <br />14100 Business Center Dr, Elk River, MN <br />FFE=942.5 <br />TIPICAL HYDRANT CONSISTS OF: HYDRANT, GATE VALVE, 2.5' OF 6' DIP WATERMAIN <br />AND ANY HYDRANT EXTENSION. HYDRANT EXTENSIONS SHALL BE INCIDENTAL. <br />A MINIMUM OF 7.5 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS <br />OTHERWISE NOTED. EXTRA DEPTH MAY DE REQUIRED TO MAINTAIN A MINIMUM Of 18" <br />VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. <br />A MINIMUM ~ 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HOR120NTAL <br />SEPARATION 15 REWIRED FOR ALL UTILITIES, UNLESS OTHERVASE NOTED. <br />ALl SANITARY SEWER PIPE AND ROOF DRAINAGE COLLECTION SYSTEM TO BE <br />PWYNNYL CHLORIDE PIPE (P.V,C.) SDR 35 UNLESS OTHER'MSE NOTED. <br />AlL PVC PIPE SHALL 8E SDR 35 WITH GASKETED JOINTS PER ASTM STANDARD 0 <br />?321, AND SHALL MEETING WAILITY STANDARDS SPECIFIED IN MINNESOTA RULES, <br />PART 4735.17, SUBPART 2, E <br />CONTRACTOR SHALL COORDINATE ALL SANITARY SEVER AND WATERMAIN UTILITY <br />WORK W11H THE CITY OF ELK RIVER. <br />CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHWT CONSTRUCTION ANO <br />SUBMIT THESE PLANS TO ENGINEER UPON COMPLETION OF WORK. <br />NORTH <br />0® <br />SCALE IN FEET <br />Plm€Xn LINE <br />EASEMENT LINE <br />NDPE <br />OES~710N <br /> <br /> W <br /> O <br />Q <br />~ <br />a , <br />/~ <br />VJ O <br />U <br /> Z <br />~ Q <br />,1y . <br />~ O <br />V <br /> <br />~ <br />W <br />~.. <br />'~ U <br />~t~ <br /> ' <br />1 <br />W <br /> Xmw <br /> W <br /> Z <br />INC()R <br />6714 BWc Gr~wrc 1W <br />Minn~el=,A4J 55)13 <br />PMrc 9 52 933 117 72 Fac 9529777157 <br />wwm.dk'uxttm <br />McuNamk4 MN klihbing,MN OWud4 LLQl <br />Rlxl>aodx24misn+2 <br />Aam L Nan9uMi <br />OAIE ___ UC. N0. -41619 <br />suarXAr sErER ->- ->- <br />suarANrYUwale ' ° PRELIMINARY <br />MXrE1NIMM -1- I - <br />n~N„~,MTN7"~" "' °°° UTILITY PLAN <br />CNS VMS ~ N o0 <br />STORM YYSR -»- -» <br />CATCH BASR1 ^ ® , <br />G1tll BISRI YklNOLE • <br />stoRM Yu»wIE • O <br />cAS MrMr :~ <br />'reEA oPnc rzEErxalE ~~ JOB: - <br />"~ ~"~` ~ , <br />DATf: 8130110 <br />UNCERORtlJND EIEO11tlC - ~ - <br />Pa+[a vaE ~ <br /> SHEET: <br /> ~~ <br />Sk' ifN <br />69C <br />h) 851.LS <br />.7Sl.F. <br />~BLISINESS <br />L L" <br />'• 5.92 <br />I 6Fb 35 <br /> <br />i <br />~CENTER,_ DRIVE _ . <br />~_ <br />F..''.=~a.E: <br />ue ~Er6r~a " _ I I .___ y __. I ~ cr <br />~~ # <br />lt/ . <br />tsi <br />;6~ 9't <br />E <br />-so- <br />-. ."-C1 <br />.2 <br />sE=i?9:.120 <br />""n4H *1 <br />~c=894.. <br />,JcJ=5899r <br />,~ NAPE <br />W{9a <br />+~E P `.13 <br />Sfi~~49i.00 <br />F~M1r4}:690.30 <br />! \ 4LY <br />^F\ <br />f. ! <br />I <br />\r, <br />n <br />1 ir12" sTM o aaox <br /> <br /> $ <br />I <br />~ <br />1:`1,~tAf (Yd'H <br /> <br /> tt€i-599.5 <br /> 707'-S`OIP <br />I I 1%i=9":? <br />I--I 7 <br /> ~ <br />/ / <br />/ ''1~'" a toga Wcm ~ I <br />1~' <br />~ <br /> S ~ <br />/ y v <br />P'G <br /> <br />/ <br />2 <br />}{ `. <br />/ I <br />I[wMngi +~~ <br /> V <br />Q '~k ~~>~~.~t <br />/ I~ F <br />I:a <br />LEGEND PROPOSED EXISTING <br />I np~ar ~r mM u: ~, .~ Pia er <br />=waa mrw i,wa„~,~e uoEl< <br />a aar u~.a nm®~,a Enyr,~ tea, me <br />Ura ei tlw $tvte of YmixsYa. <br />