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N <br />FIN` POCKET � xx UT (AS W SPECIFI <br />® ® ® CONCRETE PM NUT TYPE CM 4' MICK <br />—RACTED INLET WEGFlGTIBRS M PER ® SPECBTFD °FlLL FLA SHED MUM ELEVATION <br />AND WIDTH TO MATCH LLNmH ® ® ® ®® ` AS SPECIFIED 18 R IEBMB T�EIDED CM _ SEE PUN (G-X.X) <br />PIP MATERR- <br />2' MIN GROUND <br />1 DNGNM EWNGAiIDN. <br />e• CLEWNCE <br />BED Mo ENCASEM <br />MTE ENT .. ...... <br />MATERAL AS WECIFlED ;: ?';;' `�• 12' MIN <br />LITH N .DoT TYPE W G G EO <br />TE <br />(RCIOEMAL) WITH ITH nDOf PE N EOI[IILE <br />OD B' BATE VALVE <br />• ! BOX <br />8 45' BEND <br />USE REBM OR STEEL W °' WMN <br />ROD FOR REYWN. <br />OR OU + 2 +' NAX SLGCMNG AND ANCHORING <br />BEOIEMIIE FASNM, TYPE WI1VEN AS SPECIFIED <br />MOCFl IG IAMENT CONFORM TO FOR INLETS WRH CAST CURB WYE OR SAOBE <br />SPEC. ]888. TABLE ]B86 -1 BOX USE WOOD 2x4. EXTEND <br />MACMNE MXE 1 10' BEYOND GRATE WIDm <br />OR BOTH vUM T O GRMf TE PVC SANITARY SEWER TRENCH SANITARY SEWER CLEANOUT CONCRETE BLOCK CONCRETE RASE <br />V AAES. SECURE G G RA <br />WITH WIPE OR PLASTM TIES NOT TO SCNE NOT TD s cAIE r.E—UG RESTRAINT T OOM, BACK AC BOfi°Y. 4x8' OVAL NOLE SHALL OF FILTER AGGREGATE SHALL BE <br />TG 8E NAOE FROIV HEAT CUT INTO NL FOUR <br />IGNEOUS ROCK. NO UMESTONE <br />PIECE W fABPoC MOE PAN MIN HEIGHT OF B' ABOVE - <br />EXTEND TO WEEP HOLES <br />MINIMUM COU°LE SRLCHED WDMN V OF <br />SEMS ALL AROUND Mm TRI GRADE <br />PIECES MD ON FLIP POCKETS HYORMIS LOCATED WNEAE THE — UNOWATEIR <br />2' SO NUT TABLE 6 ABOVE THE <br />"u" OUTLET SHALL RAVE <br />THE OUTLET BRAIN PLUGGED MD SHALL BE <br />4' oWEE1 ® MARKED BY PNNdO S' CAP YELOW <br />CENTERING RING <br />HYDRANT INSTALLATION. MEGALUGS <br />_3 /a" SET BOLT NOT TO scALE <br />� COMPACTEG BACKFILL <br />AS SPECIFIED <br />1104 G <br />IN INTO D LETT ERED <br />E PROTECTION M E OEVN ENGIN SMALL BE GT M A OR ,VMES ED AT THE <br />N <br />LISTED 0 OF TE WMENCO <br />YANUFACNED PRODUCT J APPROVED MO I -1 /Y 50 NBE W <br />M B E S R1 TIL UMED. L RIVEN REIRMI 0 0R PRODUCT LEF PR LINT (F)ELD <br />- 6 TO AS MNN MATFA <br />WT BUBSRTUTFD. WHEN flEY0VW11 MNMAINING ON T HE OE POIECIMN. R-1 T3TERED LENGTH) AS WEGFlED <br />F"I C SHALL N TMEN 50 TWIT THE SE]XMEM TRAPPED ON TMIX11LE UERED ^SMRAIIY S EWFN' _ : `::: • <br />FABRI WFS NOT FAIL IN THE INLET. ANY WTEAML AWHO MO THE BEOdC MO ENCASEMENT <br />RIEf SNI1L BE REIAOVED IMMEDIATELY. WRH COCFAIFD PN:XIIGLS MATERIAL SH BE SELECT <br />Q FlMSHED SBE, INCLUOIN0 POCKETS YRIEAE REWIRED. SMNL EXTEDD A OI RUBSEN GASKET (%P) _ MAX a CONfAETE ME UCAV/ SPEMGFlED BMW MATENW. <br />MINIMUM OF ID' MOUND THE PEMMETER TO MUTATE EWNTENMCE OR ADIUSTINC RINGS WDH ' � T� <br />REMWN- Q FIETUBLE WATEAIIUTR 5 �• CN- SHRINK MUT BOLTS ME NOT <br />SEAL TO BE APPROVED MO P- 1/2' STD BE USED PRGWOE IIEL. HOLE RT -av <br />Q FLAP POCNETS SEOUL BE UVNS ENOUGH TO A2:CEPT WOOD W. m EC%EEA ' THICK INSIDE MO OUT AT EACH JOINT • j <br />dgyy g�5; Q SRAPE. DEPTH AND SLOPE 2 -1 /8' X 2 -1/8 <br />W NOT XISTNL mm cnOm IN U8E15 m —LowER THOU b', MEASURED OF INVEm TO BE APPROVED �I INSIDE DMYETER OD + 24' <br />MM vm a[ <br />FROM THE BOTTOM OF ME INLET To THE TOP OF THE GRATE In ENCWEEIR 11 <br />TRIM EXCESS FABRIC IN THE FLOW ME To MR ]' OF TIE ORATE © SQL REINFORCED PLMRC I 4 ADJUSTABLE VALVE .DIP WATERMAIN �� K/ -Bb <br />STEPS SIINL BE A <br />THE INSUL ID BM SNAIL HAVE A MNMUM SLOE CLEARANCE, BETWEEN ME POLW ROPYENE PIASRC EXTENSION STEM TRENCH FOR VAN <br />INLET MO THE BAG. MGSURED AT THE BOTTOM OF THE GVERFL OW NGES, REINFORCED WITH A NO 2 i NOT TO SCALE ACCESSIBLE <br />m ]'. WHERE NECESSUFi THE CONTRACTOR 51WL CLINCH TILE BAD. USIC DEFORMED STEEL ROD b C L T TO sc Y SPACES ONLY <br />PLASTIC AP TIES. TO ACWEVE THE ]' CIF.VMNCE THE TIES SNAIL BE GRADE 6O °• <br />PUCED AT A WITMUM OF 4' FROM ME BOTTOM OF THE BAG. QS Nn TYPE - 0' ECCENTRIC RAD YELLOW <br />PRECAST CONCRETE CONE <br />INLET PROTECTION SECTION TYPICAL FOR ALL REFLECTNE PNM H�ANdc``M" <br />GEOTOMLE BAG 'L "G° PMMNO STAIL <br />Nm ro SCALE © PACE INTERNR G R.ff X —3 ' BALVMRED <br />SELL (RCN smano) STEEL POST <br />2'R' WOW POSE 3' ] F HANOMAP VA HMdtIP _ll. <br />YIWYUY LENGTH POSTS AT - ]8' YIN <br />6' WIUNUM SPmNG I ° ° ° ° <br />MIN IN MIN MIN ALCESSIB� Q ZS <br />ROUTE <br />f _ <br />GEO EX RE FAWOC, 4e' MOE REM m PLMS e• Nw wTEGAI GRADE <br />FOR PIPE REOWAED PRECAST CONCRETE wec <br />MRM ANCHORAGE TRENCH CURVE INVERT IN <br />— - TNWEO OOWNSMVM DIRECTION <br />/MAIML RX ¢ I I <br />R B .IO na' - �1. A 6 a6 I I <br />. 2E FLAW STEPS WED OUTLET I E� —Nfl —DONE POSE <br />ONO �E F REOMRED I AS SHOWN <br />9 <br />EXTEND FAGaC 3 . 1 I I <br />RID TRENCH a' _ <br />MIM I I <br />':. FR. IF XYF o PARNxR uno I L J <br />' , . IM aaN1aF/IwDirraPO �' f—C /L OF PMMND WALE <br />PLAN VIEW <br />INTERNATIONAL <br />SILT FENCE — PREASSEMBLED SANITARY MANHOLE HANDICAP PARKING STRIPING HANDICAP SYMBOL DISABLED PARKING SIGN <br />Nm ro s T•y= <br />NOT TG S ,•.,x NOT ro SCALE NOT TO SCALE <br />E301_TON 84 MENK, INC. PSD, LLC SET <br />Consulting Engln*om k Sumyon RAMSEY TOWN CENTER 12TH ADDITION C7 C scuE <br />F. • IOWA K aeAA, w RpA, Arvw1 ADAM NAFSTAD. PE WIIRATO, MN F.WMOM. 4N SLEEPY EYE MN WIMMM. MN <br />44259 0/18/20/0 °URIONL E, MN C—A. MN RMSEY. UDR AM6. N DETAILS <br />