Laserfiche WebLink
11 <br />sTraHro,L4eM� <br />ef'e]893 <br />IE= 33 (NJ <br />ZC' FEB�]AOC <br />I tYD CSIIE=BT <br />I �4040% <br />4.A CO YDcSWR - z4su <br />SO <br />I PQND 3 _ <br />a3 � of <br />�sronr4 PIPE <br />� I z yZj <br />I <br />I <br />I � IfU I <br />I � I <br />= O I I <br />�D,IRp-U) <br />IE 7R%w'wi���.�' <br />t t <br />1 1 `TOR. PIPE <br />+IT+ 1 <br />+,I <br />Li lI <br />I <br />UTILITY LEGEND <br />GENERAL UTILITY NOTES <br />Ca1140 Hours belare tligging: <br />811 or ca11811.com <br />�a�nra e <br />o <br />x_! I _ <br />oN BASIN <br />me <br />G ro LA PAP <br />I ] rvn E �a - <br />- BLF,z <br />_D 3LL,r nM x,ar mi --- <br />e RE=BB, sB M swR ® — — — <br />swR�,.6]� ACI •209 Nro I <br />GREH SDHaa6o= — �B �6DB 55IIRIPAP <br />E -78.7 <br />PRDPCIM BUILDING <br />SING]f-Stt1RY <br />ao OFFICE <br />- aHIP <br />O I <br />1 r <br />I <br />� 1 <br />o <br />1 <br />1 <br />•^'� <br />— - - <br />CURB ArvO GunER <br />—I— <br />SHALLB <br />,RECUR MENTS, MSNNFSOTAPLUMBING CODE, ANDAIN ACD[ORAN ETWITH THEFARA <br />THECIry ENGINERPSA55OCIATIONOFMINNESOTA. �INSTnLIATIDN AS PREPARED By <br />sRDVIRED AT ALL —IN UNEc90ssws5 <br />T CONNFCTIONWITICES YPICALY TERMINATE 500SUTIDE BUILDING WALL UNLESS OTHOFRWISFWER <br />SHOWNUPILITY SORVNOTEO. IC <br />11. STORM SEWFR PIPE . <br />ACP AND HIDNE PIPE MAY BE INST— WITH APPROVAL OF LOCAL GOVERNING <br />B. REINFORCED CONCRETE PIPE SHALLL 1E1 CUSS 5 FORv11 MAMETERS 18-AND SMALLER, <br />CLASSFI ETERS 21 AND LARGER UNLESS OTHERWISE NOTED, PER ASTM C76 <br />HYpANTAIN <br />CONTACTOR UNLESS OTHERWISE ARRNGED WITH THE OWNER. PONSIBILITV OF THE <br />a 555; PFRAWWAC1150R C151.COPPER WATER <br />Rn5TML888. Pv[wATERurvi SHALL eE VERAWwa C9W axp <br />INN <br />PERAWWAC6051F ALLOWED BY CItt.STORM <br />WITH GKS <br />C HDPE STORM PREA-T010-INCHES IN pIAMETER SHALL ME ET REQUIREMENTS OFAASHTO <br />ESTORM PIPE,2-T060-INCHES IN DIAMETER SHALLMEET 0.EOVIREMUJTS OF <br />212 AND INSTALLED PER ASTM D2321. <br />e°s <br />xv <br />GAS <br />IC <br />3 CONTRACTOR SHALL REFER TO A0.CHITECTUAL PANS FOR EXACT LOCATION AND <br />pIMENSIONE OF DOORWAYS,RUMPS, TRUCK DOCKS, PRECISE BUILDING DIME <br />9 ALL WATER LINES SHALL HAVE O'MINIMUM <OVER. MSULATE WATER MAIN IF LESS THAN B'OF <br />L BE DOW STYROFOAM HI BAND 35 OR EQUIVALENT, WITH <br />SEWER PIK AND FIR INGS SHALL BE SCHEDULE 40 PIPE PER ASTM D2665 AND <br />vsa <br />0 <br />EXACT BUILDING UTILITY CONNECTION LOCATIONS. <br />4 ATE UTILMES SHALL BECONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OF <br />INCHES OF THICKNESS <br />E AL PIPE(CMP) FOR SIZES 18-TO 120-INCH AND MUST MEET ASTM A]60 <br />NDBEINSipLLD PERASTM A]98. CM OTBE INSTALLED WITHIN <br />.o. <br />ro <br />C <br />COORDINATE THE SERVICELLI <br />LINE CONSTRUCTIONWUHTHE UTIUtt COMPANIS. <br />tD SNITARV SEWER PIPE OUTSIDE THE BUILDING ENVELOPE SHALL BE POMIINYL CHLORIDE (PVC)G. <br />SO'VEN WED IOINTS MUSTINCLUDE.SEE OFAR SHALL BETEISTEDSACCOADNG TOEING CCOLOR <br />THE P RE IND <br />ALI111MEREIOINIISAND�5T""'ECONNERIDONSSHALL"G4STIGHT OR <br />F ASRDUIRDBYMINNESOTAPL/ORIW.GI.DATER <br />cTv <br />m <br />ION <br />DABIN FILE <br />5. <br />FI FFOU� DCTHE <br />MINNSOTA PLUMBING CTO <br />ODE, ARTI ]1305 <br />MINNESOTA PLUMBINGECODEARART7,ZGA D UNESHALR BETSOED PER <br />A <br />DATE 1AL11CANUCACTUPER <br />C <br />ON LOCAL ALL GOVERNINGSPECIFICATIONS FFITTNGS A OUREO TO <br />1 DUCUVE PIPESHALLBE INSTALLEDWITH ALOCATE(TACER)WIRE PER <br />p <br />CFION rNRH RIPAP) <br />CONSTRUCT WATER MAIN SHALL BF INCLUDED IN WATER MAIN CONSTRUCTION. <br />MINNESOM RULES, PART]5-150. <br /># <br />UGHT POLE <br />IMTu 1028/19 PREPARED FOR: WeS`%'<)W 5Eft. <br />L—N�' j COPART ELK RIVER: PHASE 2 r °' UTILITY PLAN OF 8 <br />,Vu wDIE :N 10/28/19—NEIrvo. 54832 ELK RIVER MN NtlAxm°xO�O~'M'0.°` <br />0 - PROJECT NUMBER: 0022825.00 DaTF 10/28/19 <br />EE <br />a <br />E, <br />O <br />V <br />