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r1 <br />I� <br />�y <br />LEGEND <br />I, <br />I <br />C8`4 <br />1 2 CBMH -3 / <br />4B" DIA. <br />I� <br />LIGHT DUTY PAVEMENT SECTION: PER 1 �T <br />�.� <br />48" DIA. / <br />RIM= 884.30 <br />RIM =883.53 <br />INV (SW)- 879.40 I' <br />p l� <br />1 <br />INV (NE)= 879.40 <br />INV (5)= 879.4. <br />A <br />SO 18" PERT. CPP d <br />50 0 JO 60 <br />/ <br />O 0.00X <br />ERe <br />IN <br />SChLf FELT <br />HEAVY DUTY <br />PAVEMENT Iu <br />SECTION PER 3 i I <br />�cacoc <br />I <br />1 ... <br />rxrn <br />�I <br />1 <br />BITUMINOUQS <br />6�cKiLi I.-TEL OF <br />.Ppxovf cfo <br />nr°o taeP HLr <br />11 <br />MILLING$ 8 <br />ou s ocs <br />coxxucnrfn eofrerxtt[xs- <br />1 <br />-' <br />I CBMH -4 INSTALL 8" THICK - 4' DIAMETER_ <br />c�Pe(cp >) �s' oweTeR t]s 6 <br />tl <br />48" DIA. CONCRETE COLLAR AROUND CASTING. <br />CASTING: NEEN I SLOPE TO DRAIN. <br />I <br />ly I <br />MR8- 8245;30 <br />INV (S )= 879.!0 <br />-ixz cx woTx 6a <br />I <br />�rII <br />Iy <br />II <br />I <br />1 INFILTRATION TRENCH <br />BM 2 <br />Q Q2 CH <br />8° DIP <br />48 D IA. <br />I <br />45- BEND <br />RIM. 88480 tli <br />91 <br />I" <br />8" DIP <br />6" PVC <br />INV N 87940 <br />() <br />INV (S)= 879.40 # <br />45' BEND <br />,NV =876.5 Q <br />4R <br />pp <br />ao <br />y <br />o III <br />uLT 16" PER T0a00% <br />^ 1q`II� <br />D <br />III I ®oQ� I' 0 <br />GENERAL NOTES: <br />PER <br />45 BEN r�4 <br />HEAVY //01 <br />1. MAINTAIN A MINIMUM OF 7.5 EEET OF COVER OVER WATER SERVICE. <br />2. USE CLASS C BEDDING PER(i jFOR ALL UTILITY CONSTRUCTION. <br />ll <br />PAVEMENTTY / <br />SECTION PERe <br />Z <br />3. ALL PVC FITTINGS SHALL BE "S(>(jjR 26. <br />�- <br />1 <br />3',.• %�, <br />` <br />1 / <br />REFERENCE NOTES: <br />Q CONSTRUCT CATCH BASIN PER �. <br />Qi QCBMH 1 <br />60° DIA. <br />III' <br />1 I <br />B" DIP <br />(z) CASTING SHALL MEET THE .REQUIREMENTS OFe. <br />RIM = 884.13 <br />45' BEND <br />INV (N)- 879.40 <br />Q CONTRACTOR SHALL COORDINATE UTILITY SERVICES WITH ARCHITECT. <br />NY (NE)_879.40 <br />IN <br />-186LF 6" PVC SDR 26 <br />IN <br />INV (W)- 872.80 <br />V SW =879.40 <br />( ) <br />' O 2.00% Q <br />AGGREGATE SHALL MEET THE REQUIREMENTS OF MnDOT 3149.2.H EXCEPT THE <br />SUMP =875.4 <br />MAXIMUM AGGREGATE SIZE SHALL BE 1 1/2 INCHES. <br />AGGREGATE /2IN <br />48LF 4" DRAI NTILE IN <br />111 307LF 8" DIP (CL52) 3Q 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 />l <br />1 <br />DIAMETER OF 0.375" EVERY 45'. <br />INV 879 5 <br />_ <br />` <br />_ <br />CONSTRUCT SEWER <br />�I <br />®SECTION SHALL CONSIST Of fi INCHES OF BITUMINOUS MILLINGS OVER B INCHES OF CLASS V <br />CONNECT TO EXISTING <br />STORM MANHOLE <br />11 e" RCP <br />59% <br />CLEANOUT. SEE a <br />5 <br />II <br />AGGREGATE BASE. <br />55 <br />�.� INV =879 1 %/ <br />(FIELD VERIFY) <br />��� 8° DIP <br />22.5' BEND <br />I <br />- 170TH LANE <br />CONNECT TO EXISTING <br />SANITARY SEWER SERVICE <br />CONNECT TO EXISTING 8" WATER SERVICE. <br />�_ - ADJUST VALVE BOX TO FINISHED GRADE. <br />;. DATE <br />6 1 <br />REVISION <br />I U roR c ENT R W <br />11 h -b, anryy 1-,xl. p.�. <br />p..pa.,d s. m. • x a<, <br />°t° $Iola °' in0SO1 <br />f�,`,•Ifl <br />:p.�n�ano" or report .a <br />m+ a . <I , p.r. p a <br />AST <br />HE.&— n Anderson <br />Clri E2' —"rs and Land $urveyofs <br />3BD7 TnU.9ton Ave.. Anoka, Mlnnosoio 55303 <br />763- 427 -5860 FA% 763 - 427 -0520 <br />ww.HUkon9on and2,.4n.00m <br />MORRELL <br />ENTERPRISE OVERSIZE <br />UTILITY AND PAVING PLAN <br />CITY OF ELK RIVER, MINNESOTA <br />f <br />0-7 <br />" <br />T 7 <br />OHLETI <br />z I <br />' 3 19 IS <br />R VIS MM N <br />REVISED PER C NMENTS <br />A T <br />., 3 z7 Is <br />REWSfo PE COMMENTS <br />Dm< 3/6/,5 iO NO. 231 <br />CJJ <br />