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ll II <br /> I.=I <br /> I!l- <br /> •a POLE <br /> i•:•••:•�:•i•• \ SUPPORT NET <br /> �•••• �.••, EI_TER FABRIC. MIRAFI <br /> f:••re• • :•• \ -ENVIROEENCE" OR EOUAL--• FILTER FABRIC <br /> •_ice _:_?• \\ SUPPORT NEI <br /> ,4•••� �i '7. PM.F 41Cfro kri... <br /> i-3AC'AF1LL <br /> •• • 2' NIGH fir• DRIVE POLE 2e.,4,911'•'•.111 4,%, 1' <br /> ��••II,,�� • INIO GROUND \- <br /> �• ':4• � BFRM _•• ; NATIVE SOIL <br /> `ALi,n,..1::• • .4,1.1*., <br /> :b \ e <br /> •• .•✓=fA 5.._ <br /> .::A�••�• ••L:t4, >, 1 <br /> 5 Min.— <br /> '114:4 <br /> ' •:�•L �•.�y'•••10w.fti <br /> 1- To 2' Washed Rock._,./ �•�•"iZ.:. �•�*v�.L pJiab <br /> • •moi <br /> NOTE: h.••M;gg.'•.jY e• RECOMM!IW!.D TOE-IN TRENCH <br /> Rock size should be I- to 2 ,n Nile such yyy �''' P <br /> as Vn00t CA-I or CA-2 MINIM aggregate _�; •• / g POSTS SHALL BE SPACED NO GREATER <br /> ••• / THAN a' APART <br /> •A geoteklile fabric m.aT be used under the rock \{ <br /> Is prevent nugrotiun of the underlying soil into <br /> In. 'stone. <br /> FABRIC SILTATION FENCE <br /> ROCK CONSTRUCTION ENTRANCE <br /> 1-27-9; REV.5-9a <br /> CRO-5 1-27-9 REV: <br /> CRO-1T <br /> CASING SMALL!IE NEENW 51502, <br /> ANN RIPE'C COVER ,SR APPROVED <br /> CODA. SEE SPEC'NGT:ON SEC. 217 <br /> ,^.9 CASTING AOJUSTIENT PROCEDURE BRING STI GUNo fOS DI ON TO TOP <br /> IN• KW:W 'I. Jr CASTING.OR AS DIRECTED 9V <br /> /^�'�INE ENGINEEP. <br /> MIS <br /> 'fes <br /> NOTE' WHERE CALLED FOR ON THE PIANS. A DROP SECTION j-q '/2'P • m __SET NSA CONLRETE*i ED ANONGGS 01D OALLL <br /> N CUTS'oE <br /> SHALL CONSIST OF 4 REDUCTION IN THE HEIGHT OF \ w r us ONCE PRIOR TO BACK FILLING.NO GROUT SMALL BE PLACED <br /> THE BACK OF CURB TO 0.10 FOOT AND A TRANSITION ' .5 • e ON-ME INSIDE FACE or PINGS.MAeCAUV OF 12' RINGS <br /> DISTAtt.CE OF -HREE (3) FEET. 3 t T— I AND.0n.AP)BETNFEN BOTTOM OF CASTING AND for of <br /> 1 CONE SECNON <br /> 53”R\ �, <br /> I e ``PRECAST REINFORCED CONCRETE <br /> T 4 -1- <br /> I <br /> MANHOLE.45 H e-.26 <br /> 4 ` o <br /> O OC 1 t'S. '�" l ,,\1---OLE JOINT OFTVL ISMI-71 <br /> t I •, <br /> 1 -MNtMDI.E <br /> ..L_ d O d 514 uANNDIC VOTES: <br /> S.OPE 3/4" PER R. v • . - g SAN 6 BOHO6 PISER I MMTOG&FS ALL SIE'NSTALIED MTM BELL <br /> W I --6. __..I_ WTEGRAL BASE ENO EACRIC UP FOR 1114FDRMDV. <br /> 2 REINFORCING SHALL BEA FABRIC <br /> ..M <br /> r' OF A SINGLE!INE WIRE AABRIC 4ANNG <br /> ON AREA OF NOT'_ESS'MAN 0.12 SO. <br /> _ 9612 0615 — 9524 IN. PER Ft OF 4EI007. <br /> T CONCRETE CONCRETE I CONCRETE s'-1 TYPICAL MANHOLE <br /> W CU. YDS 1./F PER W CU. SOS.L/E PER W ICU. 'SOS L/F PER <br /> PER L/T CU. RD. PER I/F CU YD. PER L/'CU. YD. <br /> :.2:12.04T4 21.I_18- 0.C582 1 7 2 2,i. 0.0690' 14.0 I <br /> o-t2P.N.Pond <br /> I — <br /> -4 <br /> pr.Weq Pond nulogneUr conn n-\ <br /> • <br /> SLEEVE or od <br /> '1T`,\,8,,.``- EVE soot«IO•'nenslonaPM P1Pe P1lp.oek <br /> OR f In <br /> fl' 2.'nINA Reese•Ilob Pe +ow,.:.nc rat Neel✓q <br /> 1 eW,ERROl o.'ASM C-+41 w 1M IdlP.ng <br /> 7 T.ns eflolne.EPDY: <br /> 1 Slrep,lh'5,17 PSL- foie C AM D 152) <br /> E'onyoucn II'PRlure 4509 .'r Tie C ASTM 0++2) <br /> CONCRETE CURB AND GUTTER DETAILS GemPres.nn 5a z5s MP..,:NIDA PTCA C. <br /> ASIDA. 395. <br /> 1 N'FGEALLT EAST POSITIVE Ouromelr SO t s IAsni o Ij40) <br /> LEE`:E SEAL MECHANICAL SEAT. <br /> WATER TIGHT SEALS 3.F1e.lb•.e Reeve 6rnen.ien..50'eonlew-s In Frodsoen <br /> flnnoPra.. <br /> 1-27-97. PE, <br /> SIP-1 3-T5.,PE,: STANDARD SANITARY MANHOLE s50 <br /> OWNER/DEVELOPER I PROJECT NAME/SHEET TITLE <br /> WASH & FILL OF MINNESOTA, INC. ELK RIVER CAR WASH <br /> 12880 HIGHWAY 85 ELK RIVER, MN 2 <br /> BLAINE, MN DETAILS ( 3 4 r J <br /> ` 757.9655 <br /> \ DATE: MAY 2000 �, . / <br /> S.M.I. PROJECT NO. 63363-001 SHEET 3 OF 3 SHEETS <br />