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XI 'IINM <br />0 0.00% III I <br />%� <br />45' BEN r�4,® F4' <br />I <br />GENERAL NOTES: <br />PER a j <br />I� <br />u <br />LEGEND <br />I <br />2. USE MAINTAIN A MINIMUM BEDDING FPERSEFOR ALL UTILITY OVER <br />CONSTRUCTIONVICE. <br />26. <br />3. ALL PVC FITTINGS SHALL BE (V UN <br />2 <br />I <br />1 2 CBMH -3 / <br />48" DIA. <br />LIGHT DUTY PAVEMENT SECTION. 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 />A 1 <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,.pp p a 1hp1`I <br />om a Euly L' Prorexdona Engineer antler the lawz <br />°t° 51o1e °'�Iiin05o1' �I <br />— <br />f�,`,•If'. �rlr <br />1 <br />B" DIP <br />Hakanson Anderson <br />763 42'-5 6 and Land $urveyoFs <br />3sOt Tn1'ston Ave.. Anoka, Minnasoto 55303 <br />]63- 427 -5860 FAX 763 - 427 -0520 <br />ww.ntlkonson— anae.son.00m <br />3 <br />O CASTING SHALL MEET THE REQUIREMENTS OF e <br />RIM = 884.13 <br />7 <br />P 7 <br />Sol( 18' PERF. CPP <br />R VIS MM N <br />REVISED PER C ME <br />IN' <br />JO 0 JO 60 <br />45' BEND <br />ER et <br />Dtlie 3V8 /o.n..e <br />"n"g`I'l_' ^A <br />15 Lic. No. 23461 <br />INV (N)= 879.40 <br />SCALE IN FELT <br />N <br />3 CONTRACTOR SHALL COORDINATE UTILITY SERVICES WITH ARCHITECT. <br />Q <br />HEAVY DUTY <br />q PAVEMENT <br />SECTION PER 1 <br />NV NE _E79.40 <br />( ) <br />IN <br />Iu <br />�cacoc <br />-186LF PVC SDR 26 <br />INV (W)- 872.80 <br />V SW =879.40 <br />( ) <br />I <br />■l <br />L-1 J <br />AGGREGATE BACKFILL SHALL MEET THE REQUIREMENTS OF MEDOT 3149.2.11 EXCEPT THE <br />EQa <br />I <br />.Till' <br />e <br />— BITUMINOUS O� <br />MILLINGS 6 <br />uu eacRiii <br />=� ox soELnOo EPP HLr <br />' <br />I4 -' <br />I� <br />48LF <br />4" DRAINTILE IN <br />I CBMH -4 INSTALL 8" THICK — 4' DIAMETER <br />° eR �CPP)fns CwRrin"Q s <br />CASTING: NEEN <br />48" DIA. CONCRETE COLLAR AROUND CASTING. <br />R -2573 I SLOPE TO DRAIN. <br />I <br />_ 12" WIDE TRENCH. 1 <br />BACKFILLED PERe <br />INV =879.5 7 <br />Id I I <br />10 <br />INV (S <br />M= 884.10 <br />)= 879.40 <br />IRLxc" woTx 6a — <br />' <br />II <br />II <br />I <br />1 INFILTRATION TRENCH <br />` <br />F 8" RCP <br />. <br />®SECTION SHALL CONSIST Of fi INCHES OF BITUMINOUS MILLINGS OVER 6 INCHES OF CLASS V <br />AGGREGATE BASE. <br />O OCBMH 2 <br />8° DIP <br />48" DIA <br />45' RENO <br />fi <br />III <br />RI — 0 <br />INV (N)79.40 yil I <br />8i� DIP <br />I6N" V =P8V7 <br />NV (S)= 87940 <br />45' BEND <br />I <br />it <br />I <br />VIII <br />Q4"�°i' <br />44V 18" PER F CPP <br />ONNECT TC EXISTING <br />STORM MANHOLEV <br />0 0.00% III I <br />3 <br />e <br />45' BEN r�4,® F4' <br />�� <br />GENERAL NOTES: <br />PER a j <br />I� <br />HEAVY DUTY /j�^ <br />SECTION PER 2 <br />I <br />2. USE MAINTAIN A MINIMUM BEDDING FPERSEFOR ALL UTILITY OVER <br />CONSTRUCTIONVICE. <br />26. <br />3. ALL PVC FITTINGS SHALL BE (V UN <br />CONNECT TO EXISTING <br />SANITARY SEWER SERVICE �_ <br />— <br />CONNECT TO EXISTING E" WATER SERVICE. <br />ADJUST VALVE BOX TO FINISHED GRADE. <br />I <br />/ <br />REFERENCE NOTES: <br />t0 CONSTRUCT CATCH BASIN PER e. <br />Qt ©CBMH -1 <br />60° DIA, <br />DATE <br />A 1 <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,.pp p a 1hp1`I <br />om a Euly L' Prorexdona Engineer antler the lawz <br />°t° 51o1e °'�Iiin05o1' �I <br />— <br />f�,`,•If'. �rlr <br />1 <br />B" DIP <br />Hakanson Anderson <br />763 42'-5 6 and Land $urveyoFs <br />3sOt Tn1'ston Ave.. Anoka, Minnasoto 55303 <br />]63- 427 -5860 FAX 763 - 427 -0520 <br />ww.ntlkonson— anae.son.00m <br />3 <br />O CASTING SHALL MEET THE REQUIREMENTS OF e <br />RIM = 884.13 <br />7 <br />P 7 <br />12 I <br />3 19 IS <br />R VIS MM N <br />REVISED PER C ME <br />A T <br />3 z] Is <br />45' BEND <br />Dtlie 3V8 /o.n..e <br />"n"g`I'l_' ^A <br />15 Lic. No. 23461 <br />INV (N)= 879.40 <br />3 CONTRACTOR SHALL COORDINATE UTILITY SERVICES WITH ARCHITECT. <br />Q <br />NV NE _E79.40 <br />( ) <br />IN <br />-186LF PVC SDR 26 <br />INV (W)- 872.80 <br />V SW =879.40 <br />( ) <br />I <br />' O 2.00% Q <br />% <br />AGGREGATE BACKFILL SHALL MEET THE REQUIREMENTS OF MEDOT 3149.2.11 EXCEPT THE <br />SUMP =875.4 <br />' <br />MAXIMUM AGGREGATE SIZE SHALL BE 7 1/2 INCHES. <br />48LF <br />4" DRAINTILE IN <br />/111 307LF B" DIP (CL52)Q <br />I <br />®PIPE SHALL BE PERFORATED PER AASHTO CLASS 2 PERFORATION PATTERNS. 2 HOLES WITH A <br />_ 12" WIDE TRENCH. 1 <br />BACKFILLED PERe <br />INV =879.5 7 <br />- -�__ <br />l 1 <br />DIAMETER OF 0.375" EVERY 45'. <br />` <br />F 8" RCP <br />_ <br />CONSTRUCT SEWER <br />CLEANOUT SEE 2 <br />®SECTION SHALL CONSIST Of fi INCHES OF BITUMINOUS MILLINGS OVER 6 INCHES OF CLASS V <br />AGGREGATE BASE. <br />ONNECT TC EXISTING <br />STORM MANHOLEV <br />1L <br />'SRXI <br />3 <br />e <br />_ <br />�.� INV =879.1 <br />(FIELD VERIFY) <br />�� <br />8" DIP <br />22.5' BEND <br />- 170TH LANE <br />CONNECT TO EXISTING <br />SANITARY SEWER SERVICE �_ <br />— <br />CONNECT TO EXISTING E" WATER SERVICE. <br />ADJUST VALVE BOX TO FINISHED GRADE. <br />DATE <br />A 1 <br />REVISION <br />" Folk E ENT R I W <br />ne.my amry Chet 1n1. Alex. :pe�nleenox. or rePON . <br />proper,d by m, o. ",er my ,.r4<I ,xp,rel,.pp p a 1hp1`I <br />om a Euly L' Prorexdona Engineer antler the lawz <br />°t° 51o1e °'�Iiin05o1' �I <br />— <br />f�,`,•If'. �rlr <br />ANT <br />Hakanson Anderson <br />763 42'-5 6 and Land $urveyoFs <br />3sOt Tn1'ston Ave.. Anoka, Minnasoto 55303 <br />]63- 427 -5860 FAX 763 - 427 -0520 <br />ww.ntlkonson— anae.son.00m <br />MORRELL ENTERPRISE OVERSIZE <br />UTILITY AND PAVING PLAN <br />CITY OF ELK RIVER, MINNESOTA <br />7 <br />P 7 <br />12 I <br />3 19 IS <br />R VIS MM N <br />REVISED PER C ME <br />A T <br />3 z] Is <br />REWSfD PER COMMENTS <br />Dtlie 3V8 /o.n..e <br />"n"g`I'l_' ^A <br />15 Lic. No. 23461 <br />cJJ <br />