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XI 'IINM <br />00.00% <br />III I <br />45' BEN r 4,® <br />F4' <br />I <br />GENERAL NOTES: <br />PER a j I <br />u <br />LEGEND <br />I <br />2. USE <br />MAINTAIN A MINIMUM <br />BEDDING <br />FPERSEFOR <br />ALLUTILITY <br />OVER <br />CONSTRUCTIONVICE. <br />26. 3. ALL PVC FITTINGS SHALL BE ( <br />VUN <br />2 I <br />12 CBMH -3 / 48" DIA. LIGHT DUTYPAVEMENTSECTION. PER <br />CONNECT TO EXISTING <br />SANITARY SEWER SERVICE _ <br />48" DIA. / <br />RIM= <br />RIM = 883.53 <br />INV 879.40 <br />Iu <br />2 <br />1 <br />884.30 <br />INV (NE)= 879.40 <br />SW)= <br />Qt ©CBMH -1 <br />60° DIA, <br />DATE <br />A1 <br />IIII <br />INV (5) =879 4 <br />ne.my amry Chet 1n1. Alex. :pe nleenox. or rePON . <br />proper,d by m, o. ",er my ,.r4<I ,xp,rel,.ppp <br />a 1hp1`I <br />om a Euly L' Prorexdona Engineer antler the lawz <br />t° 51o1e °'Iiin05o1' I <br />f,`,• <br />If'. <br />rlr <br />1 <br />B" DIP <br />Hakanson Anderson <br />763 42'-56 <br />and Land $urveyoFs <br />3sOt <br />Tn1' <br />ston Ave.. Anoka, Minnasoto 55303 <br />63- 427 -5860 FAX 763 - 427 -0520 <br />ww.ntlkonson— anae.son.00m <br />3 O CASTING SHALL MEET THEREQUIREMENTSOFe <br />RIM = 884.13 <br />7 <br />P <br />7 <br />Sol( 18' PERF. CPP <br />R VIS MM N <br />REVISED PER C ME <br />IN' JO0JO60 <br />45' BEND <br />ERet <br />Dtlie 3V8 / <br />o.n.. <br />e <br />n"g` <br />I'l_' ^A <br />15 Lic. No. 23461 <br />INV (N)= 879.40 <br />SCALEINFELT <br />N <br />3 CONTRACTOR SHALLCOORDINATEUTILITYSERVICESWITHARCHITECT. Q <br />HEAVY DUTY <br />q PAVEMENT <br />SECTIONPER 1 <br />NV NE _E79.40IN <br />Iucacoc <br />186LF PVC SDR 26 <br />INV (W)- 872.80 <br />V SW =879.40 <br />I <br />l L-1 J <br />AGGREGATE BACKFILL SHALLMEETTHEREQUIREMENTSOFMEDOT3149.2.11EXCEPTTHE <br />EQa <br />I Till' e <br />BITUMINOUS <br />O MILLINGS 6 uu <br />eacRiii <br />oxsoELnOo <br />EPPHLr <br />I4 -' I <br />48LF 4" DRAINTILE IN <br />I CBMH -4 INSTALL 8" THICK — 4' DIAMETER <br />eR <br />CPP)fnsCwRrin"Qs <br />CASTING: NEEN <br />48" DIA. CONCRETE COLLAR AROUND CASTING. <br />R -2573 I SLOPE TO DRAIN. I <br />12" WIDE TRENCH. <br />1BACKFILLEDPERe <br />INV =879.5 <br />7 <br />Id I I <br />10 INV (S <br />M= 884.10 <br />879.40 <br />IRLxc" woTx6a — <br />II II I 1INFILTRATIONTRENCH <br />F 8" RCP <br />SECTION SHALL CONSIST OffiINCHESOFBITUMINOUSMILLINGSOVER6INCHESOFCLASSV <br />AGGREGATE BASE. <br />O OCBMH 2 8° DIP <br />48" DIA 45' RENO fi <br />IIIRI — 0 <br />INV (N)79.40 yil <br />I <br />8i DIP I6N" V =P8V7 <br />NV (S)= 87940 45' BEND <br />I it <br />I <br />VIII <br />Q4"°i' <br />44V 18" PER F CPP <br />ONNECT TC EXISTING <br />STORM MANHOLEV <br />00.00% III I <br />3 <br />e <br />45' BEN r 4,® <br />F4' GENERAL NOTES: <br />PER <br />a j I <br />HEAVY DUTY /j^ <br />SECTION PER 2 <br />I 2. USE <br />MAINTAIN A MINIMUM <br />BEDDINGFPERSEFORALLUTILITY <br />OVER <br />CONSTRUCTIONVICE. <br />26. 3. ALL PVC FITTINGS SHALL BE (VUN <br />CONNECT TO EXISTING <br />SANITARY SEWER SERVICE _ <br />CONNECT TO EXISTING E" WATER SERVICE. <br />ADJUST VALVE BOX TO FINISHED GRADE. <br />I REFERENCE NOTES: <br />t0 CONSTRUCT CATCH BASIN PERe. <br />Qt ©CBMH -1 <br />60° DIA, <br />DATE <br />A1 <br />IIII <br />ne.my amry Chet 1n1. Alex. :pe nleenox. or rePON . <br />proper,d by m, o. ",er my ,.r4<I ,xp,rel,.ppp a 1hp1`I <br />om a Euly L' Prorexdona Engineer antler the lawz <br />t° 51o1e °'Iiin05o1' I <br />f,`,• <br />If'. <br />rlr <br />1 <br />B" DIP <br />Hakanson Anderson <br />763 42'-56 <br />and Land $urveyoFs <br />3sOt <br />Tn1' <br />ston Ave.. Anoka, Minnasoto 55303 <br />63- 427 -5860 FAX 763 - 427 -0520 <br />ww.ntlkonson— anae.son.00m <br />3 O CASTING SHALL MEET THEREQUIREMENTSOFe <br />RIM = 884.13 <br />7 <br />P <br />7 <br />12 I <br />3 19 IS <br />R VIS MM N <br />REVISED PER C ME A <br />T3z] Is <br />45' BEND <br />Dtlie 3V8 / <br />o.n..e <br />n"g` <br />I'l_' ^A <br />15 Lic. No. 23461 <br />INV (N)= 879.40 3 CONTRACTOR SHALLCOORDINATEUTILITYSERVICESWITHARCHITECT. Q <br />NV NE _E79.40 <br />IN 186LF PVC SDR 26 <br />INV (W)- 872.80 <br />V SW =879.40 I <br />O 2.00% Q AGGREGATE BACKFILL SHALLMEETTHEREQUIREMENTSOFMEDOT3149.2.11EXCEPTTHE <br />SUMP =875.4 MAXIMUM AGGREGATE SIZESHALLBE71/2INCHES. <br />48LF 4" DRAINTILE IN <br />111 307LF B" DIP (CL52)Q I PIPE SHALL BE PERFORATEDPERAASHTOCLASS2PERFORATIONPATTERNS. 2HOLESWITHA <br />12" WIDE TRENCH. <br />1 <br />BACKFILLED <br />PEReINV =879.5 <br />7 l <br />1 DIAMETER OF 0.375" EVERY45'. <br />F 8" RCP <br />CONSTRUCT SEWER <br />CLEANOUT SEE 2 <br />SECTION SHALL CONSIST OffiINCHESOFBITUMINOUSMILLINGSOVER6INCHESOFCLASSV <br />AGGREGATE BASE. <br />ONNECT TC EXISTING <br />STORM <br />MANHOLEV <br />1L <br />SRXI 3e <br />INV =879.1 <br />FIELD VERIFY) 8" DIP <br />22.5' BEND <br />170TH LANE <br />CONNECT TO EXISTING <br />SANITARY SEWER SERVICE _ <br />CONNECT TO EXISTING E" WATER SERVICE. <br />ADJUST VALVE BOX TO FINISHED GRADE. <br />DATE <br />A1 <br />REVISION <br />Folk E ENT R IW <br />ne.my amry Chet 1n1. Alex. :pe nleenox. or rePON . <br />proper,d by m, o. ",er my ,.r4<I ,xp,rel,.ppp a 1hp1`I <br />om a Euly L' Prorexdona Engineer antler the lawz <br />t° 51o1e °'Iiin05o1' I <br />f,`,• <br />If'. <br />rlr <br />ANT Hakanson Anderson <br />763 42'-56 <br />and Land $urveyoFs <br />3sOt <br />Tn1' <br />ston Ave.. Anoka, Minnasoto 55303 <br />63- 427 -5860 FAX 763 - 427 -0520 <br />ww.ntlkonson— anae.son.00m <br />MORRELL ENTERPRISE OVERSIZE <br />UTILITYANDPAVINGPLAN <br />CITYOFELKRIVER, MINNESOTA <br />7 <br />P <br />7 <br />12 I <br />3 19 IS <br />R VIS MM N <br />REVISED PER C ME <br />A T3z] Is REWSfD PER COMMENTS <br />Dtlie 3V8 / <br />o.n..e <br />n"g` <br />I'l_' ^A <br />15 Lic. No. 23461 cJJ