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 />
|