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900 <br />CSI 4 <br />IC 909.E <br />1106 ' <br />069 <br />1C 9 0,53 <br />004.41 <br />K <br />4.. o.a3x <br />-•O <br />'-y10.5:v <br />.-._91000 <br />2 <br />. FF 912.0 <br />911,:. . <br />911.24 <br />1 <br />FF <br />' 9 9. <br />9.00 <br />10 <br />419 52 <br />70 <br />90 ' y.- <br />10 03 '(. <br />911 10 <br />M <br />;'911_ � <br />10. <br />1 9. - <br />9, ?g <br />--.-91013 <br />,7 <br />0 940.05 / <br />In 904 98 <br />/j <br />ito <br />G [[? 2'') <br />o e 0 zt 90+4r- <br />Fasten Treated 2x12s on Pond Side <br />of Existing Structure es shown above. <br />Pond Outlet Reconfiguration <br />o' -. 8.8 4,,. net <br />Top View <br />rip +"'4' -Y 005 00 Y 94, 905.00 / / <br />Sturm ElaC•LOn 90498 <br />r.M 9924, <br />12' Duvet Po. (E.,40mg, <br />nY. 902 44 <br />4.02 Looted <br />Side View <br />Skimmer w/ Orifice Detail <br />(no scale) <br />Rlprop 0YCet <br />041.•0 _ <br />911.04 <br />91 .54 <br />911, <br />91 . <br />91 . <br />rTIOTO .h4 <br />1.1. 91 <br />r <br />0 <br />cut ____ <br />10.00 <br />909 50 <br />- -v08 FF <br />908.'•0 <br />902 8) <br />911.50 <br />7;ffA }> } }IC SCALP. <br />w u w •:. <br />MfffEN14.[ 9444 NV <br />SACIONC <br />t 19 Fi:r'1' <br />1 inch >• SC' rt. <br />o 000axc:, Shtfenoe <br />Note: Siltfence will ba Installed around <br />oil CDs until permanent erosion <br />control Installation la Immanent. <br />912.x0 <br />908 --------- ----• - <br />_ ___.904._..- ._....._..._........ <br />---002---'-- - -- -- <br />-90O-. --- <br />02.22' <br />krCH4 A ^•olio <br />.#a .rz j �. or.nrat aoe.t".'1, <br />x w,7 4e xai4e ,�. -%- <br />6aL5> l- w Dkeotbn tt9 T5Q522 -,- ;; -- <br />908 t l <br />,ones M- >w ;O a e" « _ ______ �4 <br />----eirrits-intor 62 <br />Lill ac-•Drive <br />______ f___ ' 006 <br />canal Pond 902.41 <br />100 -Year 908.14 <br />Ice 897.7 <br />(1/20/05' <br />,detail) <br />NOTE: <br />ANY UTILITIES SHOWN ON THIS PLAN <br />ARE ONLY APPROXIMATE IN DEPTH AND <br />LOCATION AND MUST BE VERIFIED BY <br />THE CONTRACTOR. OTHER UTIUT1ES <br />t RCP <br />-hl'j'I,ron Inv 80j.1! <br />\oJ <br />Bean- Cu <br />\rf -RE 000.ae (10 <br />= <br />906 --- - <br />Rock Entrance <br />NOR -01.1 4 44 Sou4 Uad0I111 10 <br />MOOT !std. TYPE a <br />.-FD,CIC 0402. at R OLM ALONG CUYrr4l$ <br />M AS Otr6Cn11 BY O1afLiR <br />SILT FENCE. <br />I/■4/o4 <br />YIANOAC ORM .n <br />4c+, <br />601 <br />It VEt: F: "iATtUN /LANDSCAPINGMi(ASU1tES <br />Sd n:rex well be installed mount ttrc perin'-i91 dam 1,4o aN 6110‘1,10.11 d.' (2100 to prevent A.41 ir.'to x4:44, ,lV ,.x .ac Y i., <br />erosion. Within 5 day, of completion ofgOUdityt of individual areas of the site. tasmrbed areas will ee se ,(lc,$ atll <br />0018,07 sold d. Building pads that have been graded will be seeded rid tnuklx El. <br />INFII.I1(A'ITON BASINS <br />Nu mining of sum material wiltbe idioms! in these 1lasin areas. final gmada,g o1111904111115111,i well b 1017 ammo <br />surrounding areas have been stabilized with sidewalk. and bituminous pavement. and will be accomplished with <br />track dozer to minimize compaction. <br />• <br />A 50-511 nix of ou -site sand ardtopsud will be spore/kw a minimum depth of b meltcs. lheac !uvas well be axEn vi watt <br />Mnlw l' seed mix 260 and MnDoi 31193 Typo 1 desk - anchored mulch. <br />POND CON91'I4UCI1ON <br />Pond Cunslruuion wet irx:eade excavation of a temporary sump to allow dcwatcring the mind bottom with puns .0 l <br />water to be discharged alto the north ditch of Lilac (hive. <br />7 he entire pond will be regraded 10 allow construction afa 104001 wale (10:1 slope) bench around tlx: entire pond <br />between, elevations 901.9. 902.9, anti reseeding of the entire pint. fhe maxi excavation will be uvcrsi[x,, by ' liar to the <br />areas below elevation 9(X1 and by 4 levy between the elevations 898 drat 904. Me bottom and sides will be tasit with n <br />2 -foot thick bentonite -::and mhrlw'e (mixture and placement as rem n me ded by hematite supplier to effectively prevent <br />seepage) up to he elevation of 902.4.. Gwtextile filter t&Mc snider 2 tier binikler tiptop well be placed .uz,0d 4112 <br />pond between the elevations 899 and -904. Above the riprap, the pond will be seeded with Wild Flower Mix ,mdcr <br />erosion control fabric, mix to be approved by the Engineer. <br />tMPLL+MEN'FATION SCHEDULE <br />Rei ove trees. install siltienc4 -- April 11 -15 <br />Strip unl stockpile topsoil, remove existhng; buikfaigs at debris -• April 18./2 <br />Excavate pond & lone wi 88.ntonite. riprap, fill with City water, guide site April 25 -May b <br />Begin Hotel C'onsnuction <br />install water, sewer, morn -- May 9 -27 <br />Grade boulevards and subgnwle, install curb & gutter -- May 31 -!Fate In <br />!intuit Clair 5 base, replace topsoil. and & mulch -- June 13 -17 <br />Pave Main Access Road •- Jute 20 -24 <br />PLOODPLAIN <br />'there i, no &Nxiptaln at this she. it o e eumed that buddin t,s will ai! be sia5 -on- grade. Feet ElE,urtikv;ta,ru (t VC) 44 <br />specified for each bedding: .Of any building is propose¢ to have a tloon elevation.lower:Man 1)1, a separate groundwater <br />evaluation will be required-to deternnn a the lowest allowable door elevation.. . <br />kOC4 CONS/RUCTION ENTRANCE', <br />Qreiwnd'ew.i761 <br />bag <br />01:704 <br />wu <br />• <br />eu,ar4 E,,.e..h. wax. <br />rsoA,.ra ream' w ut wow ,r .uw., . <br />4A1.4. 077671 r4R 0100 SFWE4 !NU.: <br />':.,42 :...101 <br />TIEDik <br />�a 4 1 <br />APR 0 4 2005 <br />2.I L/ EL N'..,i <br />4 hereby certify !hot tms pion, spe::!tication,- I _ 4!)DIT10VS % RE v1SIUNS <br />or report eras preporsd o> me or under my Nn I DATE DR9r1'.y nKD. PPEJD Ci 1!dn4E +ENT_ • <br />threat supervision, and mat I urn, a duty r -?'- -- i .��-- ---•- <br />Licensed Professeonol Engineer under the -}--'- "- - "-I <br />State of ldennesotd Statutes, Sections 326.02 C -I--- -- -1 -'--1' <br />I <br />Equinox Development, LLP <br />wiUt0ke Surveying & Engineering, Inc. r= " =i =``- 42s.Airgwhaod Orivs .� __ <br />Apollo Landing <br />RU )E__1 T. _E <br />Lino Lokkta. tObl 55014 <br />(612) 4118 -2826 <br />