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FOR CUT SLQPE—/ <br />ENGINEERED FILL_ <br />i ELEVATION �ENGINEEPED FILL-' SUITABLE BEARING <br />STRUCTURAL SOIL (TVP.) <br />SUITABLE BEARING SOIL (TVP.) <br />REFERENCE NOTES: <br />01 IN THE FUTURE DEVELOPMENT AREAS THE CONTRACTOR SHALL CONSTRUCT THE SUBGRADE 1 FOOT BELOW THE FUTURE FINAL GRADE. THE <br />STREET AREA SHALL BE DRESSED WITH 2 INCHES OF SALVAGED TOPSOIL. <br />CRAWL SPACE <br />6 <br />CATEGORY 3 EROSION CONTROL <br />BLANKET OR SOD A MINIMUM OF 8 <br />FEET WIDE TO FILTER THE <br />STORMWATER PRIOR TO ENTERING THE <br />INFILTRATION BASIN ELEV = 901.0 <br />SEED BASIN BOTTOM WITH REFERENCE NOTES: <br />MIXTURE 33-262 1C THE INFILTRATION BASIN <br />2 INCHES OF FREE SHALL NDT BE COMPACTED. <br />DRAINING ON SITE ONLY WIDE TRACK, LOW <br />4:) TOPSOIL PRESSURE EQUIPMENT SHALL <br />BE USED. IF NECESSARY <br />CONTRACTOR SHALL REMOVE <br />IN PLACE SOILS FROM <br />UNDERNEATH THE <br />3 INFILTRATION SOILS 1 INFILTRATION BASIN AND <br />AFTER INITIAL REPLACE WITH ONSITE OR <br />GRADING IS IMPORTED SOILS CLASSIFIED <br />COMPLETE, INSTALL AS `SP" DR `SP—SM". <br />SILT FENCE CONTRACTOR SHALL SCARIFY <br />THE TOP 3 FEET OF THE <br />BOTTOM ELEVATION INFILTRATION AREA SOIL <br />BASIN 1 — 899.0 AFTER FINAL GRADING IS <br />BASIN 2 = 898.5 COMPLETED. <br />INFILTRATION BASIN SECTION <br />6 na sc<:c <br />NEENAH R-4341—A <br />BOLT TO <br />CASTING OR <br />STRUCTURE <br />NEENAH R-4341—A <br />BOLT TO <br />APPROVED EQUAL <br />(2 BOLTS) <br />CASTING OR <br />STRUCTURE <br />APPROVED EQUAL <br />(2 BOLTS) <br />— 900.50 <br />— 90D.10 <br />37LF 12" RCP 30" DIAMETER <br />6GLF 12" <br />O 0.41% PRECAST MANHOLE <br />RCP O <br />1.40% <br />30` DIAMETER <br />PRECAST MANHOLE <br />PRECAST <br />MANHOLE <br />PRECAST <br />MANHOLE <br />INV=899.9 <br />SECTIONS <br />PER MN/DOT <br />SECTIONS PER <br />STANDARD <br />MN/DOT <br />STANDARD <br />INV=897.5 <br />PLATE 4003B <br />INV=897.5 <br />PLATE 4003B <br />(1)-4" <br />DIAMETER <br />.- <br />ORIFICES <br />NTEGRAL <br />INTEGRAL <br />BASE <br />BASE <br />BASIN 1 OUTLET STRUCTURE <br />BASIN 2 OUTLET STRUCTURE <br />= <br />6 Na scnLE <br />6 na s�«F <br />HAAIA—PS48-565 CASTING <br />894.0 <br />4B" <br />PRECAST MANHOLE SECTIONS <br />PER MN/DDT STANDARD <br />PLATE 402D <br />SOLF (INCL. APRON) 12" RCP (CL V) <br />TIE ALL PIPE JOINTS <br />(INCIDENTAL) <br />891.0 21 LF (INCL APRON �B93.D <br />15" RCP (CL V) <br />INTEGRAL BASE <br />TIE ALL PIPE JOINTS <br />(INCIDENTAL) BB2.0 <br />s BASIN NO. 30UTLET <br />6 N.T.S. <br />PLAN VIEW <br />1 SIFICRT IONs cED, COLDJo NTSECUPED <br />MONOLITHIC E (1 ODO LS). <br />HAVE <br />co.caE.E�.u=T <br />.suaMo�.n��c�aa racE <br />PIN AIEVV NOTES <br />BETWEEN LACE OF CURB AND PRIN <br />GUARD ANAvvARvwITH <br />I CONCRETE BASE AFTENDS BEYOND <br />ATRUCTR <br />LL <br />0 DDD PS AT as DAFFS. co ETE <br />aacko. c�aa EDoI' To""'OLunn ) <br />ECED I FIT NO <br />PD HOOK. <br />suvwouxiae�cuve ra<E E 1 Wo LEn LOAD. ATED LORD OER0, LESS. FT <br />CON CEN <br />NSTA <br />ISE (COMPACTED To 95% <br />STANDARD oR). BASE <br />DIMAY VARYSTANCEBASED FROM THE <br />BACHE OF THE CURB TE <br />THE F TER WALL OF THE B <br />GUARDIAN TURRET TO SERVE AS A <br />SPLASH DISSIPATOR <br />ELEVATION VIEW <br />CONDITIONS BUT CONSIDERATIONS SHOULE <br />SLOPES ACRACENT TO THE BA N GUARD AN TURRET <br />PC <br />(ff�HEBETEoEETOORN TON <br />oN)TO ACCOM ODATE THE <br />BA A BET sEpNcwDEEAN 4 <br />THEREFORE THETO OF THE CLASS 5 COMPACTED <br />TCHSEELYLElTITOBETLHOEWTHNEGGunRTEALNE <br />ELEVATION BASE A PRE <br />N BASLOPED NLET FROM THE GUTTER TO THE BA N <br />GUARD AN TURRET <br />2 SET GAIN GUARDIAN TURRET ON THE PREPARED <br />CLASS 5 BASE <br />3 NSTALL FRAMING FOR INLET BETWEEN GAIN <br />GU ET=C' OFOULTBMATCH THE <br />TOP OF THE DCAUIBGOUN THEASTTIUEETESTDENATNHD THE <br />HE <br />%TATFE.RANS NACONTRACTION JOINT MATERIAL <br />ASHEETOFPOITOSEIEASABONDBBEAA <br />sB IN GUARDIAN TURRET AND CONCRETE <br />NTA MUNSTWATVEEFAN <br />%REV <br />FLOW FROM OVERTOPPING THE DOWNSTREAM SIDE <br />ELEATON(COMPIEWNOCLASS <br />E T o o <br />PROED To s <br />oP)I A <br />OF THE INLET <br />P BLE FILTER WALL SHOULE BE INSTALLED <br />WE <br />e PAIN GUARDIAN TURPET. INTERIOR SIDEOFTHE <br />RAIN G�UA�R�DIA4 TURRETBELOWTHE��� WETH 'ITER FABRIC ON THE <br />GUTTERUNE <br />6 <br />F.T.I. <br />ELEVATION. <br />omen, sra °,aetl,`= a o a E 9heaa 'aa.1 ° iaw=7J RUM RIVER DETAILS <br />N4 scJ THE VILLAS AT FILLMORE 6 <br />Dole 7/12/22RAIG J. OC UM, P.E. oTeaaesamz Iwlseoom. F 32 <br />Lic. No. 23461 EM'AE CITY OF ELK RIVER, MINNESOTA <br />