Plans Received 3-30-07
VICINITY MAP
II '/J Sl"C '... r.I"""1J'
100
I
OWNERS:
AGENT:
KARON REAL ESTA7f: CROIJP
RCN KARON
101$9 WArzATA BLIfl.
a/ANHASSAN. IrIN .5S.J05
(763) 438-=
LOTUS
LAKE
JON LANG
640 CARI'<R OCACH ROAD
CHANHASSDI, liN 55317
PAUL DDSNESS
630 CAR>FR KACH ROAD
CHANHASSEN. UN 55317
mSnNG ZONING - RSF
CONSTANCC CCRIIUA
6.50 CAR>FR BEACH ROAD
Q-IANHASSCN, ItIN 55S17
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TOTAL AREA = Z6:i: ACRES
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CURTIS lit .t I CHRISTOPHER S. I ROlJ<RT C. HUIBREGTSE I I
NOD..LE II( SltDJSON
I .t SHARIE L CHN/LSON I .t BETSY A. SIICDLUNO I RICHARO 101. GORRA I
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O<NOTFS BUILDING SF:T8ACI( UNe
30' - FRONT
10' - SlOC
30' - REAR
75' - lAKE
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NOT<: 'KTLANOS OCllNEA7f:O BY
KJOUIAUO OmRONliO/TAL SERVICES COliPANY
--------
PRoPERTY DESCRIPTION:
LOr 1 Blk. 2 rotal Area 40539 SF LOr 2 Blk. 2 rotol Area = 39915 SF
Hardco\lr Calculations:: HordcovtJl" Calculations::
Structure A,.. Percent Structu,. koo P.......I
HONJco_ HanJco_
'xlsting HOUH 9258 SF 2.36" DtJ.tlng HoeHN 2846. 70 SF 7.7J%
Ul.tlng Carflg. !i4Q.,g SF 1.:J.J!r ~tlng R"toln Wall 90 SF .2JJt
'sting R.toln WoI1 50.84 SF .WC t~ DrlwlIIQY 467<.23 SF u.nx
E)tl.tlng Sh"d 103.24 SF .2'"
EJd~tltl9 DrlWIroy 6a5.9' SF 7.64X TOTAL HAROCO>FR AREA - 761o.:J.JSF
TOTAL HARDCOVER - ,g.07S
DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS:
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____l____J L____l____
Thot part of Go..-nmMt Lei B. SectIon 7. TOIlnM/9 178, Ronge 2J" dNcrfb<<! os foI/o"s:
Lor 3 Blk. 2 rotol Areo
Hardcover Calculations::
59792 SF
Beginning at tI point In 1M c.nter J/n. of LoIe"vi.. DrIve. d16I01lt 227.029 (Hf
SouthMlsterly IS-om 1M poInf of Iiftllf'HCt/on of th. ClMf... IIn. of MIld Lok,,1IIew Drl.".
with the ~t... IIn. of Film Rood; thlltlce North 79 dogr.n J7 mlnut.s EMf 617 /HI;
th.,,~ North 75 ~ 07 mnutft Cost 248.5 ....t. m~ Of' I.... tel tM high ..ot... morlt
of Long Le.e (d.o Imo,," en Lotu. Lob); fh."ce SouUHtrly oJOItg the high wat... I'l'J<<* of
.md lake to the South IIn" of ~1d s.ctlort 7; thM<< North 89 ~ '" mlnut"s 21
H(;Md. Wat dOflg the South line of ~kJ SectlDn 7. (I dI.tanc. of g~ ,..t m~ or Ius to
o point In the eMf... line of eold Loke""'" lJt-I>.4 dIItont 243.SIS feet 011 II Nartlg of
South 22 d..... 21 m/nut.. 40 NCOfld. Cost ft-om the point formed by the IntetWCtlon
of th" etJflter 11n. of tlald Lokevt"" DrIve tJfId F.", Rood; thflllce 01011'1 the cent.,. 11n. of
MJId LoJe".. DrlvII on 0 IHorlng North 22 degrHs 21 minute. fa .tICOf'/de Wast. a
dl.tance of 22.489 '"t to the point of beginning. AboWl mentioned Loke""" om. and
Fern Road being ..own Clt1 1M plot of CAR~ BCAOI en file ond 01 record h the
Offl~ of the R.gJ.trur of 1111.. In and for Cotwr Count~ Ulnneeoto,
Strudu,..
&.;.tlng HClUH
ENlstlng R.taln tIobU
'-tlng Shed
€.mtlng DrlveffCy
"'""
3220. 48 SF
188.83 SF
292.57 SF
=.1$:JSF
Pere.nt
"""'co_
~.J9Jr
.32!r
.49
$.l1X
TOTAL HARDCOVER AREA - 2.1'9.'6 SF
roTAL HARDCOVER - 5. 71"
TOTAL HMOCOl,€R AREA - 8155.41 SF
TOTAL HAROCO>FR - 11.30 "
BEING 10 FEET IN WIDTH, UNLESS OTHERWISE ND1CATED, AND
ADJOINING RIGHT .(JF-WA Y lINES. AND BEING 5 FEET IN WIDTH,
UNLESS OTHERWISE INDICATEO. AND ADJOINING LOT UNES. AS
SHOWN ON THE PlAT.
9 1 N
RE....,srn LAYOUT
DRAMl I HEREBY CERTIFY THAT THIS PlAN, SPECIFICATION, OR REPORT
D.N..... :m ='fre rD~tYO~Jl~~g ~~CJ~P~~~k~
UNDER THE LAWS OF THE STATE OF lAINNESOT....
LOTUS WOODS
BOB AMICK
CHANHASSEN,MN
DESIGNED
P.E.O
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NO.
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DA 1E BY DESCllIP~DN
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ANa
Thot port of GolW7lmilJl1't Lot 6. 5<<:tlon '2. To~., "6. Rartge 2~ CaTYeI" County.
IIlnne"oto" dNcrbed os follo"a:
&ginning ot 0 point., the cent. 11n. of Labvte. Drfo.M. tn.tant 24$18 'Ht on a
beoring of South 22 d~ 21 mnutu 40 .-contb Ct>>t. kom the poin t formed by the
tJtfIf'HCtJon of the cent.,. IInH of Fern Rood ond Lob""" Drlw. " dealQnated and
delineated on the Uap of CDrwJr Beoch. ot Long Lc*e. occordTng 10 the plat th.-.of. on
fi" ond 01 rwcord In the 0"," of 1M R~1stror of 00.. In ond for <<lid County GIld Slate
of IIlnnnoto; ond runn;,g from thMCe South 86 d.... ~, mlnl/t.. 29 HCOfId. Eost 950
tNt plu. or minus .h ond dong the dlvleloll /lne betw.." Section , and 23 of Cotwr
Cdlmty to the IIIgh "ot... mod. of Long LtM~ thenCfl'" 0 SouthMJtlterly direction along
750 the hIgh wot.,. mcr1c' of Long Lalce "5 ,.., phi. or mkHJ. to 0 point too ,..t ot right
I ""91" I. tho (hI CfIUrH 011.. ..Id CfIUrH I, P'O)oclod E..lorly: th.... Norlhllrly 89
degrH. :S7 minutes 29 ncond. MWt 96' '"t pita Of' mlnu. to the cent",. line of
LokllVle.. Drl..... thence North 22 degrHe 2t mlnCJt.. 40 HCOlIM hI. 708.$0$ fHt to
the point of beginning. being 0 port of Go...-nment Lot No. 8, s.ctfon 72, To..n.tl.p "6.
Range 2.X. some bttfng regl.tered kind In .vidence by CertlfIcat. of utle No. t 726, Corver
Count>, State of Minnesota..
CITY OF CHAN -\SSEN
RECEIV
MAR 3 0
007
CHANHASSEN PLAN ING DEPT
That flu w..terly of Un. A denrlbN " follow.:
CammenCfng' at 0 point;, tile cent. line of LoIeew." Drl."". dl.tont 24J.518 !Ht on 0
bearing of SocJth 22 degrws 21 m/nut. 40 HCOfIth CCJ6t, t'om the point forrn~ by the
fnttnectfon of the cent.. 1In.. of Fern Rood ond Loke." arno.. 06 de.lgnat.d and
delintH1t<<J on the Mop of ear.... Beodl, ot Long LoIr... occordlng to the plot th.-.of. on
m. ""d of r<<:ord In the office of the RegJ.trar of 11t1.. In ond for ItIId County ond Stote
of Mfnnt>>Oto: and runn;,g from thence South 51 t/egrHe '" mlnut.. n I<<Onds Eo.t
along the North Iln. of Mild Section 72. 0 dl3tonce of 5J(J.~ INt to "'. point of b~lnnlng
of acid LIrte A to h d.scribed; thllnce South OJ ~ 01 mknlt.. J2 ."COft(>> to 0 po/n t
700.00 ,."t tit right ongl.. from the South U1. of M11d Section t. ond .old Llne A tMre
term/notl1g.
AND
Outlot A. BIG MOroS ON LOTUS UKE. Ccrwr Count)4 ""'nuotD. accord'lI'Jg to the ~
plot tIIetYOf.
AND
AMICK PROPE;RT"r.
Thot port of Gowmment Lot 8 In s.ctJon t, Towna'lp "6. R",~ 2J. decrlbed tn foIlowa:
Beglllfltlg at 0 point In the cent",. 1M of L....... Drtre, d&tonl '21.029 ,", South<<1sterly
from the point of Int....ctJM of the Cllftt. line of .-old Laic...... DrlYe wIth the Cfftt.. Iln. of
Fern Rood; thenCfl Southeo.terly 0/011'1 th" eent., 1m. of M1/d LoIr,.. Drl.". 25 feet; thence
North 7' tiegr... 07 mlnutu Cent to the high I/I'Otr mod. of LClt1g LoIr.e (01<<1 Imo"n In Lotl/.
Loke); th.,.,~ Northllrly dDItfJ the h/t;l 1'01. mod. of MJId lok. 25 f..t, mOfW or /as. to It.
IntNHCtJon ..Ith " line betJrlng North 75 ~ 07 mAwt.. C".t from the point of b~"''''''g;
th~" South 75 degrHS 07 mlnut. ....t 865.5 fHt, more or Ius. to point of begt?nlng. AbO\l9
mlllltlonK Lak.w.rr DrlI4 and Fern Rood being "'QI/trI on the plot of CAR~ 8EAOI on fie
ond of record In the QffIce of the R.,,-trvr of Tltla .h OfId for Carver Count~ MlnnHOto.
Subject to on ~s.",.,t grantftJ to the North.", Sot. Ponr Compony .Ally 22nd. 1641.
B~fnn"'g ot 0 point In the cent.. line of Loire'" DrlwJ. dletant 20.172 fHt en 0 bttarlng of
South 22 dttgrea 21 minut.. 40 MCOIItM Ea.t from th. point formed by the tJtllf'HCtlon of kJfd
LokII'M. Drlwt Q/Id FtIf'fJ Road CJaI .mwm CIfJ the mtJfJ ."tJtlMJ: "AIq:J' of CCJr'JItIr Beach -, occordlng
to the plat theraof. Crrl file OfId of r.cord In the ome. of the Regl.""'" of TItled for k1Id CocJtJty of
Conw ond .tot. of "lnnuoto: OIId running ~ thence dong the Southerly line of Fern Rood
on 0 b8ori1g of North 7S degrN~ 07 mlnut.. ex; NCOtIdtI Cost. " d,.tance of 880 plu. 01" mlnu.
foot to tM high wat.,. mort Qf Long Lab; th~ h tJ Southerly dhctJon o/Qng the high wt...
mark of said Long Loke 100 plu. or mhu. '"t to 0 polnl 700 ,..t fit right ongJ.. to the fht
~ whfIfI IIOid taww . projected; th~ en 0 COUf"H of South 7' cJegren 01 mnutu 00
HCOfIds WeNt. 0 distance of ~73 INt plu. or m.6w.s. to 0 point In the cent.. line of Lokelll..
Drive. d,.tont 12'.D2i feet h Q North....tflrly diwctlon Jtom the A?tllTHCtton of Lok.... Orfve
and Fern Road; thflllce dong th, C8flt... line QI LoJee... Drive en 0 coc#,. of North 22 d."...
21 mktut. fa SllCDnd. .....1. 0 dJstQt'l~ of 700.iJ51 fHt to the pailt of be,glnnlrt~ Containing
2.0-' 0Cf'tI. pJu. Of' mhu&
AND
CERVILLA PROPERTY:
Beginning tit a point In the cent",. ITne 01 Laltllvle" Orl... dl.tant '2t.029 fnol h 0 Southeosterly
dhct/on Ih:m the Internctlon of L... Drive and Fern Rood. tJhd f'IInnlng from thence on tJ
beortlg of North 75 degrees 07 mlnut.. 00 HCC1fJds Cost. 0 dMonce of 87$ feet p/u. or minus 10
the high IrOt... morlc of Long Loke; thfMce In a Southerly direction oIong the high wot.,. morlt of
Long Loke to " point d,..font 375 ,"t ot right 01191" to the Iht COCJTM when .ald courw ,.
projtlcted: thflflce Clt1 a COCJf'3II of North B9 degrNs .Jt mhut.. 29 HCDnde Wut. whIch Ie dMJ th.
division IItut between S<<tlon. 1 and '2 of Ct:rwr Cocmt)C (I d'-tanCfl of 950 '"t pIue 01' mlnu. to
f1 p.olnt i'I the CMt.. IIn. of Lok"lIie.. Drl."" Distant 24J.5'~ ,"t en a beorlng of South 22
~ 2t mlnut.. 40 HCOfIcn Ecm !tom tile point farm.,j by the A?ternction of th, ceIIt., fin.
of LDktwlew 0rlwJ and Film Rood; thctn~ dong the Cctnt... Une of LoIe.vlew DrIve 011 0 beorlng
of Norlh 22 degreu tr mlnut. 4(J HCOfId8 HUt. " .t~ of '22 1..1 phJ. or mlnu. to the
potlt Of' place of beginning containing 5.77 0Cf'U pAJ. or mlnu.. CM lIhown Oft 0 mop entltJed
CAR\<ER BEAOI. occordfng to th. plot th.-.of Clt1 fJ1e crtd of r~ In the ofne. of th.
R~/strar of T1tIe. for MJId Counly of Canw and Stat. of Al/nn~tQ. SubJ-ct to on ~ent
gronted to fhlt NortIJern Stat. Po..,. Compony oAJIy 22. '941-
&ceptlng th...from: 7hot port of Go~f Lot B .h Section " TownM~ "6. Rong. 23-
dacrlbfld (IS foIIo"a: Beginning at " poR!t 11 the cent.. line of Lok.vie.. Off.... dlstont 12'.029
,"t SouthflOSterly tt'om the point of Int..-.ect/on of the CtIIJter /In. of .,Id LoIr~r Orl."" rlth
the center line of rem Rood; thence Southeo.teny oIong the cent. "". of ~/d La<<ll>Mtr Drive
2' feet.. then~ North 75 r:IegreH 07 minI/fa C~t to the high rrot., mri of Long lolte (aI~
known eM Lotu. Lake).' thence NortJNrfy okJng the high wat.,. mod. of ~id /oke 25 tNt mora or
I... to Its tJtersectlon with II line bearing North 75 ~ 07 mfncdu Cost lh:m the pont of
beginning; thence South 75 degrMs 07 mlnut.. .....t IJ66.S f..t. more or IMS, to point of
beglnnfng. Abcve mentioned Lake.w Drl.. and Fem Rood being MOwn on the plot of
CAR\E:R BCACH on ne OfId of f'fICf:Jrd ., the o~ of th" RegI8tror of Tltl.s In and for Ccrtwr
Count"K Mlnnll#Oto. SUbject to Qf'/ ~t grgnted to the North.", Stat.. Porwr Company oNly
22, '941.
AI." CJ(~t/ng Therefrom: That port of ColWnment Lot B In Section I. ToWflshlp 718. Range
2.1. dNcr6<<J os foIJorn:
Beg/Mlng ot 0 point fn the c..,ter 1In, of Lair_III". Drive datant 221.029 ,..t Southoosferly from
the (IOInt of Int....ctlon of u.. center IN of k1Id hlceview Drive with the ~t.,. line of F.",
Rood; thenc. North 79 degrHII 37 mhut.. E~t 6" fNt. thence North 75 d6gree. 07 mlnut..
CMt 24115 feet. mOfW or Ittu. to the high wat. mork of LOfIg Lake (DIsc kMwn CJ6 Lotu. Loke);
thMce Southerly along th. high fHlt.,. marlc of Nki Loke to the South line of eo/d s.cUon 1.
thence North 89 degrea '" ml1lut.. n $lltXJnd. IMt ofOflg the South IIn. of ~ Sect/cln " II
d1.sttlnCe of 9SO feet. men Of' I..-. to 0 point ..., th. cent.,. 11n. 01 MIld Lok,..".." Drfve dlstOfft
24.l"S INt on II boring of South 22 d.... 21 mlnut. 40 NCOnt3 EMt Item the point formed
by the fnttIrNCtJon of the center line of IIOId Ldc..... DrlIIe and F." Road; thetl~ oIOt'1g th.
center line of MJld Lokeview Drl.,. on (1 bflarttg Narth 22 degreu 21 mlnute~ 40 .econe& Wul. 0
distance of 22.489 _t to the point of be.QlnnlnrJ Abo~ mMtlon<<J LoIe."'-" Drlw ond F."
Rood being .no.n Clt1 the plot of CARlIER BCAOI Oft fie 01?d of TflCord J'I the Offlce of the
R~,.frtr of TltI.. In ond for Clrvr Count", IiJnnll4lOta. Subject to an eaMlment granted to the
North.,." Stot.. Po... Company .J.J/y 22. '94'.
PROJECT NO:
PRELIMINARY PLAT
2-05-0190
SHEET NO.
1
D"'TE:
10/2/06
OF 12 SHEETS
\s
\ \ ~ \ ~ \ ,3226 _ ~ ~<O
\ \ \ '" \:, ~ G. III c;.-llE1l- \
\ \ \ \r~ \ ~ \;;, S~ ,3227 U.IJH~_
\ ,,'" \ (.,a ... Q\ \ " ~921.J4"
lol ,~ ~~ u \1 t~~ ""' -- In.,..got.80
\ \'" \r~ \ 'o~ 'i6 \ <> \ ,_~ \;~ '" \ - \ \ \ \ W ,3226
I \.. ,,, " 0) \ to \ .. I \~:li!W' \ ~ 0. _ -
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'7 \ _"" c. "... \ \}\ ?\'<A \ \ ~CA~ v.... 9' .~'=- ~ ~. -
S1< .~..: I.. 1.,.' -< '<A :<- u.1J -San ?-
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BENCHIIARK:
TOP NUT H'lDRANT LOCATED
AT THE INlERSECllON CF rox
HILL 0Rl'IE It CAR'IER BEACH
ROAD. IUVAnON - ..2.e6
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(N.4V.o. 10211)
HOUSE TYPE A
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11.00 ~ 2.67
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52. 00
8
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5.00
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~ 12.00
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HOUSE TYPE B
CAR~ 'ER
BEACH
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I/A T7HEW T. It
USA A- KOCPPE:N
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HOUSE TYPE C
..
8,2.00
NOlES:
1. ALL WAlERMAlN SHALL BE INSTALLED WITH DUCTILE
IRON fiTTINGS. fiTTINGS SH1.LL BE
POl.Y'h1lAPPED. MEGALUGS SHALL BE COMPATIBLE
WITH PVC PIPE. 12 G1.UGE TRACER WIRE SHALL
BE INSTALLED WITH ALL PLASTIC I'M. TRACER WIRE
SH1.LL BE lERMINA lED 1. T l.LL HYDR1.NT BREAK
Off fLANGES.
2. ALL 8" PVC SANITAAY SEI'rUl SHALL BE
$OR 35 UNLESS OTHERWISE NOTED.
3. ALL HYDRANT LEADS SH1.LL BE 6" DIP CLASS 52.
4. CONTR1.CTOR SH1.ll INST1.ll HYDRANT EXTENSIONS
AS NECESSARY \\HERE VM H1.S BEEN LOWERED TO
l.VOID CONfUCT WITH OTHER UTIUTIES. EXlENSlONS
SH1.ll BE CONSIDERED INCIDENTAL TO HYDRANT COST.
-Dt.J/H-$on
Rim-922.5r ..,
\ Nw'/nv-9f.180 1
NS.tnv-9'.J.71
CUR TIS W. It
NOEllE W. SIlO/SON
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I RICHARD 1/. GORRA
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~_CtJC. surrn toble
"gu""',
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2 I :5
CHRISTOPHER S I ROBF:1IT C. HUI~GTSE:
It SHARlE: L CHARLSON I It BUSY A- S/IIU}/.UNO
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9.00 8
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RICHARD A-
It USJI K. SHE:A
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RIm-920.94
In_908.29
- - - -- - - - - - -- - -.-- ---
o
1 8 01 05 D.M.S. REVI EO GR1.DING de STORl.l SEWER
2 . 18 05 l.l.L.H. REVI ED EASEMENTS de STORM SEWER
3 07 M.LH. HOUSE LOC1. TION
4 3 07 M.L.H. REVISED LOT LAYOUT
NO. DATE BY DESCRf'llOO
Rr\lSK>>lS
OESlGNm ORAIIN ~~R~rWp~WFJ.. ~T OWltN~..&P~fri~TkOJ:;E~S~PORT
P.LO l.l.L.H. AND THAT I I>M A OULY UCENSEO PROFESSIONAL ENGINEER
UNOER THE LAWS Of THE STAlE Of MINNESOTA.
$ --
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ITO _.......
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-........................
LOTUS WOODS
BOB AMICK
CHANHASSEN,MN
PRELIMINARY UTILITY PLAN 2-05-0190
SHEET NO. 2 OF 12 SHEETS D1.TE: 10/2/06
CHECKED
P.E.D.
Paul E. Otto
UCENSE 40062
OA .
50.00
PROJECT NO:
I
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I I
I I
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\'.)' b'9 I NOlES:
&J;S I I 1. All WAlERMAIN SHAll BE INSTAllED I'/lTH DUCTILE
, t r, fl I IRON fiTTINGS. fiTTINGS SHAlL BE
-,.V) J~., I ~~~#~T~E. ~~G~~'bt ~~'aRBE\Iil~r~lL.BlE
~J (J~ ;~ I ~1tiS~~~lE~A~L~~~v:AtfrA~~~~RE
__ C'{ ~$ II C) I 2. ~ ~~SSANITARY SEWER SHAlL BE
~ P :;'...~ -- ~~ I $OR 35 UNLESS OTHER'MSE NOTED.
'1 f& ~ "... -- __ I ~, 3. All HYDRANT lEADS SHAlL BE 6" DIP CtASS 52.
, ~ ,'J /t. / j~it I -- -- Q. I 4. CONTRACTOR SHAlL INSTALL HYDRANT EXTlENSlONS
~ _ S- ~ . "" .. I AS NECESSARY WHERE v.l.l HAS BEEN LOWERED TO
CAlES ~.......... .::.1 . ~J') l'J I AVOID CONfliCT I'/lTH OTHER UTlUTlES. EXlENSlONS
;. a ~. ~ e: .2S. I' /' o. - I (h' '1 I C) SHAll BE CONSIDERED INCIDENTAL TO HYDRANT COST.
'" -,. 8 7fT~~~. n-.. Tnnllb-~L:70f~T:T: :u-:-T$: :: :\^:i():~:~70: :T:D'~~S7: -:: D': > rF.J'I~v7:TE~fi21:-~:-:::n~n:nTn~n:l:-0:nTnTn:nTn:n-l:n7nTn:-nTnTn:-n:-l:nTn:n:n:-nTn:n:-l:n:n:n:n7nTn::::-l:n:n:-n:nTn I
1:::::.:1:....:.1.. ....1.......1....... . ...... ..vVr ... .... .1i\...1 ....1.......,.......1.......1.......1.......1.......1.......1.......1.......1.......1.......1.......1.......1.......1.......1.......1.......1
980 I::::::: I::::::: I:: :::: I::::::: I::::::: I:::.::: I:::.::: ::::::: 1::::::.1::::::: I::::::: I::::::: I::::::: I::::::: I::::::: I::::::: I::::::: I::::::: I::::::: I::::::: I::::::: I::::::: I::::::: I::::::: I::::::: I::::::: I::::::: I::::::: I::::::: I:::::::
970
960
950
940
930
920
910
.....7~7~7~7r.7~7~T~7~7~7~7~7r.7~7~T~7~7~7~7~7r.7~7~T~7~7~7~7~7r.~~7~T~7~7~7~7~7r.7~7~T~7~7~7~7~7r.7~7~T~7~7~7~7~7r.7~7~T~7~7~7~7~7r.7~7~T~7~7~7~7~7r.7~7~T~7~7~7~7~7r.7~7~
I::::::: I::::::: I:::::.: I::::::: I::::::: I::::::: I::::::: I::::::: I::::::: I::::::: I:.:'::: I:":::: I::::::: I::::::: I::::::: I::::::: I::::::: I::::::: I::':::: I::::::: I::::::: I::::::: I::::::: I::::::: I::::::: I::::::: I::::::: I::::':: I::::::: I:::::::
I::::::: I::::::: I::':::: I::::::: I::::::: I:::::::,:::::::,::::::: I::::::: I::::::: I::.::.: J::::::: I::::::: I::::::: I::::::: I::::::: I::::::: I::::::: I::::::: I:::::.: J: :: I:'::::: I:' :: I::::::: I::::::: I::::::: I::::::: I::::::: I:.::::: I:::::::
900 1::ljlJ~jljlLlj~jljljlJljljlLljljljljlJl~~~~LljljljljlJ~jlj~LljljljljlJlj~jlLljljljljlJ~J_jlL~jljlj~jlJ_jlj~LljljljljlJljljlLljljljljlJljljlLljljlj~jlJlj~j~Lljlj
-1+00 +00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+ 12+00 13+ 14+00
D~~ED ~~~~ ~~ER!f1fflr~~D&~~g;i1!{f~Np~~~!POrrr _..:::.::.- LOTUS WOODS PRELIMINARY SANITARY SEWER PR~CT NO:
CHECKED UNDER THE LAWS OF THE STAlE OF MINNESOTA. TTO ==~ BOB AMICK & WATERMAIN PLAN 2-05-0190
P E 0 ""(7I3)UUn7 C
. . . ~'b~N~EOlt40062 CAlF' ....'&v(7l3}fU.JW HANHASSEN, MN SHEET NO. 3 OF 12 SHEETS DATE: 10/2106
~
BENCHIoIARK:
TOP NUT HYDRANT lOC... TED
AT TI-lE IN~SEC11ON OF FOX
HIll. DRI'v'E . CAR'I,{R BEAOi
ROAD. ELEVAl10N - 942.96
50 0
~~
50
100
150
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, ,
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980
970
960
950
940
9.30
920
910
900
NO.
DAn:
BY
DE5CRlPnON
RE\lSlONS
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Benchmri
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(N.1OV.o. 1129)
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USA A. KOEPPEN
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CUR71S W. .t
NOELLE W. S'KNSON
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aiR/STOPHER S I ROBeRT C. HUlBl/EGTSE
.t SHARlE L. ClW/LSON I .t BETSY A. SllDXUND
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-----------------------
1 18 M.LH. REVISED EASnAENTS '" STOR... SEWER
2 0 M.LH. HOUSE lOCA 1100
:5 3 8 7 ULH REV1SED LOT LAYOUT
NO. DATE BY DESCRIPTION
RE'.1S1ONS
\
C,t.JO.RCP_........ ~
W-tn.....917.98 ~ .----<
c'1n_977.03 .~ --:..
./ __",'CE-.r1
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Rim-92J.1. __ q,AI"n f')~ID I
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IlES1GNED DRA'Ml ~~ER~Np1kEfJ1FJ,. ~T 01rIDN'6tr.M~P5SlB~.tnJlu'tJ~S~~PORT
P.E.O t./.LH. ANO mAT I At.I A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
EX
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LOTUS WOODS
BOB AMICK
CHANHASSEN,MN
PRELIMINARY STREET PLAN
SHEET NO. 4 OF 12 SHEETS
1 012106
CHECKED
P.E.O.
~
I
ScaJ. In rHt
'00
I
7~
I
BENCHMARK;
TOP NUT H'lllRANT LOCATED
AT tHE INttRSEcnQN rs fOX
HILL DRJ'vE '" CAR'vER BEACH
ROAD. ElEVATION - 842.88
PL
CL
Pl
2S'
14' to Back
2S'
'4~ to Back
Weer Cour.. to be 1/2-
Above Edg. 01 Gutler
3.0"
"
'.S: 1
1 1;2--Plant Mixed Bituminous Wearing Coo,....
Type '41wtA500SSB
Tack Coat - 2.357
2--Plant Mixed Bituminou. Ba.. COUrM
Typo '31BBB500008
12--00" , Aggregate Bo'" 100" Crvahed
24" MNOOT 3149.2B SoIocI
Gronulor Borrow (s.. Noto 7)
~Qht-O(-WCl)' Required - 50'.
2. MaxImum atrMt Orad. 7.0%.
J. tr.tlnimum ,u..t Grode C.7S%.
4. 4.0. Tor-on placed In d~urbed Qre<JI.
5. 2 Rotla m behind curb.
6. TM bftumlnoua w.arlng .urfoce shan be placed the next tonatructlon
HOIIOr\ following placement of the bltuminoul ba...
7. A. te.l 10n of the prepared .ubgrode ,hoIl be performed by the owner
In the praence of a c:ity klapec:lor. The city hoe the authority to require
oddilional lubgrode correction or to reduce the requirement of 24- l.tNDOT
Select Granular Borrow to 12- bond on the ted roll.
TYPICAL RESIDENTIAL STREET SECTlON-5200
PROJECT NO:
2-05-0190
DATE:
~'l-",?:I-"'!t( ~~-I.: :r!~ ~J ~ifl ,l-r--rY!!; "'- ~;T~;LA 1!7J' flU
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- ~5_ _ -1 ri: ~~gall: '\ 1 ~: ~~~ ~: 96.18 /~ /d/:/ , 6" R!~
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9~ L~~~~~~_~_~~~~~~L~~~~~~_~~~~~~~~L~~
I I I I I I I I
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1 I 1 1 1 I I 1
I 1 1 I Iii 1
970 I ~7~7~+~7~7~7~7~7~7~7~+~7~7~7~7~7~7~7._r
1 I I 1 I I I I
I I I I I I I I"
I I I I I I I I
960 1 ~~~~~+~~~~~~~~~~~~~~~+~~~~~~~~~~~~~~: 1
1 I::::::: I::::::: I::::::: I::::::: i::::::: I:::::': I:::::: I
I I I. I I I I I I I I I I I ..... I
950 : .--w-----w---W--~-r4J~1;:g+~1~~d-j r:td-!~-a~ ,--... i....... i. .. - _.:....... i .~JEiAn. -. ....: _...... i.. _... .:....... i.. ~~~~+~~+~~~+~c~t~~~+~L~~~~~:
940 I .....-I..-.-I..-I....-I-~$.f'i~~.l.1N.~.~...I_.._::t:::~ -'.---'~L'....--.'.--.-.I- -..--1.-...--1..., -1-----1.....1-..-.1.-.....1.-..-.-1.. I I 1 1 I I I I
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I 1 I I I I I I I I I I I I I.. . . . I .. . - . .. I . .. . . . I. . - '. PI: : 11" I .. - .. . - I - .. .. - . I - . - . - . . I .. I I I I 1 I I
::: jcCjj~jjlji~jjljltljl~ijlji~IjIJI~IjI~tjlji~IjIJlfljI~ljljiiljljljljI~Ijljl~ ---t---~~~.-~2"~~~'r-~----~--CCC~ljljljljl~ljljl~ljljljljl~ljljl~lj_j
-1+OC 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00
DESIGNED DRA~ I HEREBY CERTlFY THAT THIS PlAN. SPECIFlCATlON. OR REPORT / "'" .......::.~-...... LOTUS WOODS PRELIMINARY STREET & PROJECT NO:
P.E.O ~.LH. ~~ ~Effm rD~Ey~c~cg ~~~~P6.~~~~ f ,
UNDER THE LAWS OF THE STATE OF I.UNNESOTA. ~~TTiO .__It. STORM SEWER PLAN 2-05-0190
, ' _,.,_553U BOB AMICK
\];uiN~E<r~OO62 DArr. ....~..::.....loe.~~ CHANHASSEN, MN SHEET NO. 5 OF 12 SHEETS DATE: 10/2106
~
I:BENOlWARK:
TOP NUT H'IORANT tOCA Tro
AT lHE INTERSECllON ~ rox
HIlJ. ORI>>: ol< CAR;f;R BEACH
ROAD. nLVAllON - g42.ge
50 0
~
50
100
150
I
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;-!'Y ()fli1~
7 ~~.; I'll
~q ~!J
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1-1~!/
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980
970
960
950
940
930
930
920
920
910
900
NO.
DAlE
BY
DESmPllON
R['IISlONS
CHECKED
P.E_O.
\'0 \\
\ \ v, \ r~ \ .3"26 ~~:40 \\~\ \~\\.
\ \ \ \ v, \ ~ \ ~\ \ a. \ Go "I ~~ - \ ~v \\ ~~ \\ ~\b)~~~\
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CAR~'ER \ \ ~ '\ ~ . . J L ~ ~ (),. E H --'3. . rr '\\' '1 I..... ~""o / I \ 9"'''90 '"t~" Dr.; III \ \ \ \ \ \ \ '\\) \
--_ \7VVE"~_Soro_~ _' ~ r+-..J.. -"--1., I ~ J\9412J.~. J _--~... ) 11\ \ \) /1 )'/Trlolll, \ ll~ ~
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-... 9 \. I [,~,'..., IA{...,/,...-Ic' ...,...... II r,J."c' I ....1/~...J EdIH-San -' ,,!~~~
i; Do..:>; tb" ~ 1-l~f.!;'~f{;;80 7 I ~' ~j r rr ,-' ,..J :;- ,-", ('-' " 'A .~1 L. \oJ fr/ :::' ~'::.ri.~5 ~^Zim-m.Jt
15'FE-'./' \- ~~~ . \7WR~;t; .t I atRtS~ S. I ROBERT C. H~GTSE I I RlCHN/I) ... / c: 7r';"~9221t
1n.-92290 . ~NOEJ..LE W. SrrCNSON .t SHARIE L alARLSON I .t BETSY'" S'KDLUNO I RlalARO IJ. GORRA I .t USA K. SHEA / v
TRIPLE \,= t .9.... I / PI. Cl.
"R" "''' "(ro. '"T'"" I I I I / 2" 2"
ES~S ~\~&~~~:" I I I I / I;:;'~~~~ ~~~~
odgoofpond ~~'o;...~-.s: - - - - - - - - - - - - - - - - - - - - - ,.~~~
\" ~~~\~.~\ \qJ ~-EX I5"CIIP ; J=,",,~. Il ~2i4="~ w~ ~
\ \ \ ~ ~ "--....... N.in.-gt7.95 SUmo.......... L Toclo Coat - =7
\ ~ ~nv-9'7.44 c; :J T : 0 ,": Conctwt. Curb - ~;;"t1~(q 80M CourM
J-4-'~\~,\~ ~~ ~:7J [ )~ ::; L- ' ~ :::='3=-:"00s~
E,JQ'RCP--.. /!1 ~\ ''''''. ' 1 I ................. (Soo Nolo 7)
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E.ln..-rU7.0.J '~~ . ~ ~_ ~: ==:::::::: l.~
_~ ___ \'!:'., ';. ,.~~ - - - - - - - - - - - - - - - - - - i: :;H:"'~;~,"::'::'.............__
OCS _./ ~~fl..-h!'- c::~~..6 , w.Jn~6.4J MOeOn followlng ~nt of the bfluml~ boN.
RIm-92J.14 ;<Ij"~'N I'Jfa- ,., I I \'. E.ln~915.92 7. "t.t roI\ of the ~ ...bgrode .t.oU be ~ by the ow,*,
__ -- "" n,:;" ,... 'j:) I .. ", I '---EJt.IJH-Son In the preHl'ICe of a dty lr1apKtOl'". The c1t)f hoa tht outhorIty to ,-.qun
__ \ Ilc.:.f"' ......~~..,...,l~,'4'1 RIm-92094 oOdItIonoIllUb9rod. COlftCtIon twto rwd~ tMrwoquitement of 2.....NOOT
'i I..... ALiv' 0 Inv-908.29 Wect QrO!'lulor Borrow to 12- boNd on the '-t roI.
TYPICAL RESIDENTIAl STRFET SECnON-!\200
~~
------ ~
50 0
~
50
I
Sed. tJ FHt
N
BEHOiI.IARJ(, ( I
TOP NUT HYDRANT lOCA lED
AT lHE INIDl!KCTlON OF FOX
HlU. ORNE .so CAR'otR BEACH
ROAD. EllVATlON - D42.i8
-
7NH
E/..,.H2.11
(11.4 V.o. '62#)
EJI.MH-San
Rfm-92Z89
1n.-916.47
PI.
RE'IlSlONS
1
2
3
4
NO.
. 01 CO D.M.S. REVISED GRADING ole STORM SEWER
9 ,.Ioe M.l.H. REVISED GRADING, EASEMENTS .so STOR~ SEWER
1 7 M.LH. GRADING
3 . 07 M.l.H. fl(VlSED LAYOUT, GRADING .so STOR~ SEWER
DAlE BY DESCRlPl10N
~~U~N[i: o;~OO62
DAIT'
DESIGNED DRA~ ~.t'sER~~lp~RJ'FJ,. ~T o~'51o'fR\t~P5~&TlsOJlpE~sFo~ORT
P.LO M.L.H. AND THAT I AM ... DULY UCENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE sr"'TE OF MINNESOTA.
$ --
TTO-;~;
_Tn :f""~
-............... ....
LOTUS WOODS
BOB AMICK
CHANHASSEN,MN
CHECKED
P.E.O.
100
I
150
I
Recomrnend<<J Toe-," Wethod
-lSot P.... Flnnl, (Pool Sho' Do Ook
4'-0' 0< .- --e) =~~~;:::'or
lntamctIonal Orang.
s- Mtn. Depth
(6) c;g 0< DIoc T..och @ Lay In F..... .. 1lackt111
EROSION CONTROL
F"F.Ncr - lYPE' 1
Steel F..-,c. PoWI
.half be uNCI to
=~~"':...........
~iad for Snow
F....)
rn0510N CONTROL
FFNCE 1YPE 2
StMI F.-,ce Pwta
eholl be UMd to
=~~.:n.............
be SubaltuWd for
Snow F.~) , . "'" .,~ r .
sat. FMlCe . ...... ."
[ROStON CONTROL
FENCE - 1YPE 3
,:-.:... ~r.- _
~...2.:; ::.::.~
--
....._to.........,...
.......",.....-
SIL T FENCE DETAIL
GRADING .'.NO EROSION CONTROL NOTES
1. lHE LOCATIONS OF EXiSllHG UNDERGROUND U~U11ES ARE SHO'Ml IN AN
APPROlOMA Tr WAY ONLY. !HE CONlRACTOR SHAll. DETERMINE lHE EXACT
lOCA nQo.l CE AU. [)QS11NG unUlIES 8EFCRE CCltAl~C1NG WCRK. HE AGREES
10 BE FUlLY RES='ONSlBlE FOR ANY AND ALL OAUANGES 'M-IICH MIGHT BE
OCCASIONED BY HIS F A1l.URE TO EXACll. Y LOCA Tr AND PRESERVE ANY AND All.
UNOEAGROUNO UlIUTlES.
2. CONlRAClOR SHAll. BE FAMIUAR \\llH AND Fou..OW ALL REQUIREMENTS OF THE
IoOPCA NP!lES PHASE A PERWIT FOR CONSTRUCTION AC~Vl11ES. !HE CONlRACTOR SHAll.
CONDUCT WED<l.Y EROSION CONlROl. INSPEC11ONS, INSPECTIONS AFTER 24 HOUR RAINFALL
EVO<TS OF 0.5" OR ~ORE AND ~AJNTAIN INSPECTION LOGS lHA T INCUJOE CORRECTIVE IoIEASURES
TAKEN. BY BEGINNING CONSTRUCTION, !HE CONTRACTOR ACKNO\\LEDGES lHE lERWS
OF lHlS PERIoIIT AND AGREtS TO ABIDE BY lHEIoI.
J. All. SILT FENCE SHAll. BE INSTAU..EO PRIOR TO AN~ GRADING ACTI'>ITY
UNlLSS OTHER\\l!K NOlED.
4. ALL DlST\JlBED AREAS SHAI..l. BE STABIUZEO \\l~ I.INjDOT SEED MIXl1.1RE 250
(70 LBS/ACRE) AND ~N/bOT WULCH TYPE 1 (2 TON/ACRE o!t DISC ANCHORED~
FD!TlUZER SHAll. BE 24/12/24. lHE ~AXllNM TlIo1E AN AREA CAN ROAAJN OPEN \\HEN
lHE AAU IS NOT ACTIVE!. Y BDNG WORKED IS: 7 DAYS FOR SLOPES SlEEPER lHAN
J: 1. 14 DAYS Fal SLOPES 10: 1 TO J: 1. AND 21 DAYS FOR SLOPES FlATTER lHAN
10:1.
So lHE CONlRACTOR SHALL BE RESPONSlBlL FOR TEllPORARY DlTCI-ES. PIPING, OR
OlHER ~EANS REQUIRED TO INSURE PROPER ORAJNAGE DURING
CONSlRUCTlON.
6. ANY OEWA IDlING SHALL II( DlSCHARGEO TO A IDlPORARY SEDIMENT BASIN.
7. lHE CONtRACTOR SHALL BE RESPONSIBLE FOR WJNltNANCE OF ALL EROSION
CONlROl. DEVICES UNTIL SITE HAS A UNIFORM ~GETA TI~ COVER v.llH A DENSITY
OF 70lC 01,Ul tHE ENTIRE PERVIOUS AREA. ~AINltNANCE SHALL INCUJDE BUT NOT
BE U~1TED TO tHE FCllOIW<G:
0. REIIO~ SEOIIo1ENT FROIoA PONDS AND DITCHES 'MiEN HALF FULL AND UPOl
COMPLETlON OF CONSTRUCTION. ('MlHlN 72 HOURS)
b. RntOVE SILT WHEN ACCUW\JLATlON REACHES ONE-1HIRO tHE
HEIGH OF lHE SILT FENCE. (\\llHlN 72 HOURS)
c. ..4AltHAlN ROCK CONSTRUCnON ENTRANCE. REPLACEMENT DURING
CONSlRUCTION ~A Y BE NECESSARY.
cI. ANY DEPOSITING OF SILT OR IoIUD ON NEW OR EXISTING STOR~ S<:VltRS
OR SWAlLS SHAI..l. BE REloIcr.m AFTER EACH RAIN AND AflTClED AREAS
aLANED.
a lHE CONlRACTOR SHAll. BE RtSPONSlBLE FOR KEEPING EXiSTING HARD
SURFACES Q.EAN OF SEOIIo1ENT AND ~UD. SEDIIlENT.. ~UD SHAll. BE
REllOYEll \\lllilN 24 HOURS OF DISCOVERY.
D. lHE CONlRACTOR SHALL COIo1PLETrL Y RDlO'<t: All. IDlPORARY EROSION AND
$EDtwelT COOlROL MEASURES VlHEN lHE SlE HAS 70" VEGETATIVE DENSITY.
10. COlJ..ECTED SEDI~ENT. ASPHALT AND CONCRETr ~llUNcs. FLOATING DEBRIS, PAPER,
PlASTIC, FABRIC, CONSlRUCTlON AND DEIoIOUTlQl DEBRIS AND OTHER WASTrS ~UST
BE DISPOSED OF PRDPERL Y AND ~UST COIo1PI. Y 'MlH ~PCA DISPOSAL REQUlREllENTS.
11. STOAAGE AND DISPOSAl. OF OIl., GASOUNE. PAJNT AND ANY HAZARDOUS SUBSTANCES
IoIUST BE IN COlIPUANa: 'MlH ~PCA REGUlATIONS.
12. EXtERNAL WASHING OF lRUCKS AND OlHER CONSlRUCTlON \t1';H1Cl.ES MUST BE UMITED
TO A DEFINED AREA Of THE SITE. 6: CLEARLY lA8I..ED AS SUCH. RUNOFF UUST BE CONTAINED AND
WASTE PRDPERL Y DISPOSED OF. NO ENGINE DEGREASlNG IS ALLO'/oUl ON SIt!. WASH AAUS TO BE
A ~INIIoIU~ OF 200 FEET FROll ANY \\t1L.ANDS, PONDS, OR OTHER WA lER BODIES.
13. STOCKPILES SHAll. BE A ~INI~Ul.l OF 200 FEET FROt.l ANY WE1t.AND. POND. OR OlHER WA IDl
~YSlt.~~~~ttkBfN~f~~R~'.:'D ~t':o1}6..S~lH~NmhUl~i:)ntE ~W<
ACTI'>I11ES lHAT FORMED !HE STOCKPILE.
14. 'M)OIl CHIPS ~AY BE USED TO STABlUZE SLOPES.
PRELIMINARY GRADING PlAN
(PRIMARY)
SHEET NO, 6 OF 12 SHEETS
PROJECT NO:
2-05-0190
DATE: 10/2106
eJt.UH-Son
RIm-927.89
mv-9'8.41
1
2
3
4
NO.
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- Ed,:-VNJ ~ : .~ .~ .~~ tt.r:-;?.Q~I '~A,) I):;Z ~I~ .~ ~~'" .t;\ ';" \ \~Jtt~~"Mi~~~, ~ g'~5\~ ~ \ .-,""H-San
__ ~ 9'~ \ 1 ~ I :'f-:..J:-^\'Y r fI . S",-----, n~~", ~ '"" ~~~ _\ j'-.::V ~lt\ ,\ . r' Rfm-904.Q5
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[,'AR~'ER ~ \ \ -1'1 _ . '-J h V + I -. .-!ccti ,J ~ '-'. ""0 If / ) \ g<T09< .. /""~I' I~-..Ytll' \' \ \ \ ,~\ '"'\\ f\
-- _ 8EA~'f{ /'1"" /I-r" \' ~ ~ ~.O hV /~i- ~~~~~~J:8 ~ /- ~";.:.- / \11' ('.J/50 ~~OUH~\'.~.I111 \ \1' \ \\ ~\
- - _ \7VV r \z . - .:7.....;J-j, jO- 1\941.2J_"Ci, j\l) -t- _- --..; L",=",,) 17\ I \ )~=jj II r1"111 \ \ II ~ ~
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" " "c" --:\.. ~9_l i \ ! "' -- wm _\ .............. __ ___ '.20 ~~&: OJ OJ CIt i 1nv-897.94
~,.,R.~R . c1I ~- --fx.CB \... San I . ':4- --0- I . ...." --- I
~C"A~'ff>- ......J:)\ \ '\ ~ t ,__ 7n~/;f.JJ ~';'~i.ll2t I ~_.x. :wm>oolntobl. - - I '-~~:9~} Wi, -::;/- ___ ~ ---....... - -
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, ....~ ~ 1nv-922.~7 - ....... is'~~~a
__ 9 . I L'::::( i"., I A /"., 1'" "..J C' 1'" n I' 1'" -J. I 1 C' 'rl''''J ,..IJH-Son ,/ ,..' "'?Jilts
~ \\.~ -"~j rY,\'/\'/\Ad \,/" IL.\,/L'...,J L ul^ltr RIm-927.'2 .
~ DO';;; 'J :",~- R' Hi2San,,, I . In...9/8.83, RIm-g22.JI
, .t:bD '" r'\.i~r.a---" N";;, ~,~.O 1 I '? I ~ I " I 5 '
" _ -jl~'''l . -\HS:/n::gl~71 L.. \-' "r I / ~ E~CB
157<-.'-' \ ,\ \ CVRTlS If. ~ I CHRISTriP/IER .s: , ROBERT C. HUIBReGTSE: I RICHARD A. / f:; Rfm-922.7I
In....22.90 ~NaElLE If. SItf:NSCN ~ SHIoRIE L CHARLSON, ~ BF:TSY A. S'KDLUND I RICHARD M. GOR!/)' I ~ USA K. SHeA
TRIPLE k,PR '~ .~:. ""'';> I /
"R""", "C' ""f"', I I I I /
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C"C'T' A T'C"C' ,. -10')._ 'I I I I /
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P/H) \ ~ \ ~ \~ ........
odgoo'P<<'d ~~~~ ~;:- - - - - - - - - - - - - - _ _ _ _ _ _ __
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W.1n..-977.98 ........ l' _0,
E.ln_gl7.0J '<:": ~
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OCS __/ '\'o~.!'-g-~~~ \ \ \ w,tn,;;.g,B.41
Rlm-9ii,.. __ ~'r'1 ~p.l ~~ I I ,'r\.. \.., E.1nv-9'5.92
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-- \ 'l~ ,,,,,, r"'r..vTl\J'1 I R;;"".S20,!}.4
'II...... A,vvl 0 11......90429
50 0
~
50
I
Sed. tI r..t
N
I rENCHMARK: ( I
TOP NUT H)t)RANT LOCATED
AT 'THE INTERSECllON rE fOX
Hill. DRI\€ It CARVER BEACH
ROAD. ElEVATIOH - 942.ge
;(
I' \
rJ'~
('
...1
[ ~( ~
,.., ~ ION
E r-' '
8 01 06 D.M.S.
. 8 06 IoU.H.
, 07 t.U.H.
3'""07 M.L.H.
DATE BY
REVISED GRADING & STORM SEWER
RE\IISEO GRADIN~ EASEMENTS It STORM SEv.rn
GRADING
R[\llSED lAYOUT. GRADING'" STORM SEv.rn
DESCRlPllON
DESIGNED DRAVlIl ~rJR~~.sfrJ1~y ~T o1r'D:O~'.JP5f~~~p~S:;'~PORT
P.E.O M.L.H. AND THAT I AlA A DULY UCENSED PROfESSIONAL ENGINEER
UNDER THE LAWS Of THE STATE Of MINNESOTA.
$ --
--
TTO ==:;-
IBOClATU :.=~
_ oM Lood.....,...,....
LOTUS WOODS
BOB AMICK
CHANHASSEN,MN
CHEo<ED
P.E.O.
r~~N~E: or~OO62
OArr,
'00
I
'j
DENOTES SECONDARY GRADING
Recomrn<<tdM T~-In u.thod
(Sol 1'0010 F"omoIy (Polt Sholl eo Oak
or green treated)
..... per loIHOOT _e.
fDlt8n wtttl Lath. NGill or
~ s..",... Color ohGll be
~ --
e" Win. Dopth
l6> Dig Of' I);ao Trench @ Lay In fabrlc It IlacldlU
EROSION CONTROL
F'ENCE - TYPE 1
steel Fence PoetI
,hall be UMd to
Support Snow Fence '-
~m:~:rnot;: "-
f.....)
rROSION CONTROL
fENCE - 1VPF' ?
Steel F.n~ p~
hn be UMd to
=~ ,,:;nce--........
be Subettuted tor
Snow f.....)
SIlt Fence-
T:"" ,.:.. .........,:-.,..,. ...
~ -..Ie: ::.=. v=o.
--
....__......wlth.
--
EROSKlN COI-ITROl
FENCE - TYPf: 3
S/L T FENCE DETAIL
GRADING AND EROSION CONTROL Norrs
.. 'THE LOCAnONS rE EXJS11NG UNDERGROUND UllUnES ARE SHO.",. IN AN
APPROXlMA TE WA Y ONLY. 'THE CONlRACTOR SHALL OCIERMINE 'THE EXACT
LOCA llON rE AlL ElOSnNG UllUllES BEfORE COMlIENQNG WORK. HE AGREES
TO BE FULLY RESPONSIBLE fOR ANY AND ALL DAMANGES WHICH MIGHT BE
OCCASIONED BY HIS fAILURE TO EXAmy LOCATE AND PRESER\€ ANY AND ALL
UNOERGROUND UllUllES.
2. CONlRACTOR SHAU. BE fAlAIUAR YoI'TH AND fOLLOW ALL REQUIREMENTS 9f tHE
IoIPCA NPOES PHASE a PERMIT fOR CONSTRUCllON ACnl,111ES. 'THE CONlRACTOR SHALL
CONDUCT \lEfJ(L Y EROSION CONlROL INSPECllONS. INSPECllONS AfTER 24 HQUR RAlHf ALL
EVENTS rE 0.,< OR MORE AND MAINTAIN INSPECllON lOGS THAT INCLUDE CORRfCll\€ MEASURES
TAKEN. BY BEGlNNlHG CONSlRUCllON, 'THE CONlRACTOR ACKNDI>tEllGES 'THE 'lERMS
CK THIS PERlIlT AJolO AGREES TO ABIDE B' tHElI.
3. ALL SILT FENCE SHALL BE INSTAllLD PRIOR TO ANY GRAIlIHG AClll,1TY
UNlESS O'THERYoISE NDlm.
4. ALL DlSnJRBED AREAS SHALL BE STAB/UZED YoItH MNjlJOT SEED MIXlURE 250
(70 lBS/AalE) AJolO MN/DOT MULCH TYPE 1 (2 TON/ACRE It DISC ANCHORED).
fERTlUZER SHAU. BE 24/12/24. THE MAX1IoIUM llloIE AN AR!:A CAN REMAIN OPEN WHEN
THE AREA IS NOT ACn-.ay BElNO WORKED js, 7 DAYS fOR SLOPES SlEEPER tHAN
3:1.14 DAYS fOR SLOPES 10:\ TO 3:1. AND 21 DAYS fOR SLOPES flATIER 'THAN
10:1.
a. THE CONTRACTOR SHALL BE RESPONSIBlE fOR T'EMPQRARY DITCHES. PWtNG, OR
OTHER MEANS RECU1RED TO INSURE PROPER DRAINAGE DURING
CONSTRlJCllON.
e. ANY llE'tIA lERlNG SHALL BE DISCHARGED TO A lEJ.4PORARY SEDIMENT BASIN.
7. 'THE CONlRACTOR SHALL BE RESPONSIBLE rOR MAlHTENANCE rE AU. EROSION
CONTROL OE\IIctS UNllL SITE HAS A UNifORM \€GETAn\€ CO\€R YoITH A DENSITY
rE 70X OVER THE ENTIRE PERI,1OUS _A.. MAINTENANCE SHALL INCLUDE BUT NOT
BE UMllm TO THE fOLLOIMNG:
a. REIolO\€ SEDIMENT FROIl PONDS AJolO DITCHES WHEN HAlF FULL AND UPON
COIIPlE11ON rE CONSlRUCllON. (YoItHIN 72 HOURS)
b. REIolO\€ SILT WHEN ACCUMULAllON REACHES ONE-tHIRD THE
HElCHT rE 'THE SILT rEllCE. (IMTHIN 72 HOURS)
c. MAINTAIN ROCK CONSlRUCllON ENTRANCE. REPlACEloIENT DURING
CONSTRUCllON MAYBE NECESSARY.
d. ANY OEPOS/llNG Of SILT OR MUD ON NEW OR EXlSllHG STORM SE'MiRS
OR SWALES SHAU. BE ROID\€Il AfTER EACH RAIN AND AffECTED AREAS
lUANEIl.
8. 'THE CONlRACTOR SHALL BE RESPONSlBLE fOR KEEPING EXlSllNG HARD
SURfACES CUAN Of SEDIMENT AND lAUD. SEDIMENT at MUD SHALL BE
REMOVED YoI'TH1N 24 HOURS CK DISCOVERY.
9. 'THE CONlRACTOR SHALL CClIoIf'tLffi Y RElIOVE ALL TEMPORARY EROSION AND
SEDIMENT CONTROl. MEASURES WHEN 'THE SITE HAS 70% \€GETAll\€ DENSITY.
10. COW:Clm SEDlMEHT. ASPHALT AND CONCRETE MIWNGS. Fl.DAllNG DEBRIS. PAPER.
PLASllC. fABRIC, CONSlRUCllON ANO DEMOUTlOH DEBRIS AND O'THEll WAS1t:S MUST
BE DISPOSED rE PROPERLY AND IolUST CClIoIPL Y YoI'TH "'PCA DISPOSAl. REQUIRElIENTS.
11. STORAGE AND DiSPOSAL Of OIL. GASOUNE. PAINT AND ANY HA2AROOUS SUBSTANCES
IolUST BE IH CClIoIPUANCE IM'TH MPCA REGULA llONS.
12. EXTERNAL WASHING Of lRUCKS AND OTHER CONSTRUCllON \€HIlUS MUST BE UMITED
TO A DmNEO AREA OF ~E SITE. 4: CLLAR1.Y LABLED AS SUCH. RUNOFF MUST BE: CONTAINED AND
WASTE PROPERLY DISPOSED OF. NO ENGINE DECREASING IS ALLOWED ~ SITE. WASH AREAS TO BE
A MINIMUM rE 200 rEET FROM ANY ~s. PONDS. OR O'THER WA1t:R BODIES.
13. STOCKPIlES SHAlL BE A MIHIMUM Of' 200 rEET FRClIoI ANY I'olOlUND, POND, OR O'THER WATER
~og\,N%i~~~,fkB~N~~~~D ~:~~SWM~Ntc,~;J"i'R~)TH'E ~CH
AClll,111ES THAT fORMED tHE STOCI<P1LE.
14. WOOIJ CHIPS MAY BE USED TO STAB/LIZE SLOPES.
PRELIMINARY GRADING PLAN
(SECONDARY)
SHEET NO. 7 OF 12 SHEETS
PROJECT NO:
2-05-0190
DATE; 1 0/2106
NO.
DAlE
\ .\
...
'%
\ ([l40
~l
- - ~ -
--- ---
- --..
--- - ---
--
--
- ---./'y-
BY
DESCRIPTION
R[',\SI()IS
BIG
----.
WOODS -....-......
~ ..... .....
----- Slv~ ~
"-
~ "-
~
-- --
r- v
c.. ,\
~ f P
.,-'
, I
n "
v "
f:.j~~~;-'"
E.Jnv-917.OJ "
50 0
~
EXISTING BASE UNE CANOPY COVERAGE - 256.130 SF (nlC)
-------------------
DESIGNED CRAYoN :JsER~~ ~T oWtN~'Ei:\fiP~f~~g.T1S~~Srg:NPORT
P.E.O D.N.A. AND THAT I AM A DUlY UCENSED PROFESSIONAl ENGINEER
UNDER THE lAWS OF THE STATE OF MINNESOTA.
$ ..-
wwwPSMr r --c:.I
. ..., ...... It.
ITO __mu
UOCIA7U :r-'~
'-........ .........Ioc.
LOTUS WOODS
BOB AMICK
CHANHASSEN,MN
EXISTING TREE INVENTORY 2-05-0190
SHEET NO. 8 OF 12 SHEETS DATE: 10/2/06
CHECKfD
P.E.D.
PlJul E. otto
UCENSE 40062
CArr'
50 100
I I
~<< ,. - 50'
'i
PROJECT NO:
NO.
DAlE
No. t . !Jlztt condition
/.0. boxelder 15.0 fair oor
2.0. ma.ltt 26.0 fo/r oor
3.0. mo.ltt '''.0 lair oor
4.0. basswood 30.0 ood
5.0. osh 8.0. '01,.
6.0. malt1 10.0. ood
7.0. box"'d~ 8.0. ood
8.0. mo. 18 10.0. ood
9.0. butttmlut 16.0 fair ood
/0..0. boxeldt!r /0..0. ood
11.0. blloclJst /0..0. oor
12.0. basswood 10,0 ood
13.0. basswood 10.0 oad
/4.0. basswood 12.0 (ol,.
/5.0. 8.0. fair
/6.0. 10..0. ood
/7.0. 8.0. fo/r
/8.0. /2.0. fol,.
/9.0. 8.0. oar
20.0. /4.0. ood
2/.0. /0..0.
22.0. /4.0. ood
23.0. /0.0. oad
24.0. /0.0. oor
25.0. /6.0. ood
26.0. /0..0. ood
27.0. /4.0. ood
28.0. 12.0. ood
30..0. osh 8.0. ood
3/.0. bosswood 24.0 ood
320. rt!d ook 28.0. ood
33.0. osh /20. ood
34.0. mo Ie /8.0.
35.0. mo. I/J 4.0.
6.0. moltt 4.0.
38.0. /6.0. ood
39.0. /6.0. ood
40.0. /0..0. fair
4/.0. /0.0. fol,.
420. 16.0. ood
43.0. /2.0. ood
44.0. /6.0. ood
45.0. /2.0. ood
46.0. 8.0. ood
47.0. 14.0. ood
48.0 20..0. ood
49.0. /6.0. ood
50..0. 24.0. oor
5/.0. 14.0. ood
52.0. /2.0. ood
53.0. /20. ood
54.0. mo. 1ft 20..0.
56.0. basswood 2Q 0
57.0. basswood 12. 0 ood
61.0. ook 20.0 foir
62.0. basswood 14.0 od
63.0. osh /2.0. ood
64.0. boxelder /4.0. ood
65.0. boxelder 20.0. fair
66.0. osh 12.0. ood
67.0. osh 20..0. oor
68.0. ash 24.0. oor
69.0. osh /0..0. ood
70..0. basswood 10. 0 fair
7/.0. basswood 24.0 foir
72.0. mo. Ie /2.0. ood
74.0. butternut 18.0. ood
77.0. .Im /2.0.
78.0. hieo,. 12.0. fair
7.9.0. ma.lft /2.0. fair
80.0. bO!Jswaod 12.0 ood
8/.0. mal", 18.0. oor
8.3.0. red oak 36.0. dood
84.0. basswood "".0 fair
86.0. mo. 1ft /4.0.
87.0. mo Ie 12.0. fair
88.0. ma!tt /4.0. ood
90.0. bl locust /6.0. oor
92.0. mo IfJ /6.0. fair
93.0. red ook 14.0 fair- ood
94.0. mo IfJ /2.0. fair
97.0. mo 1t1 12.0. foir
98.0. basswood 24.0 foir
99.0. mo.lft 36.0. oor
/00.0. ma 1ft 24.0 folr oor
BY
DESCRlPllON
REVISIONS
DESIGNED
P.E.O
CHECKED
P.E.O.
No. t . slztl condition
/0.1.0 mo. Ie 26.0. fair- ow
/0.2.0. osh 10.0. fair
/0.3.0. mo 1ft /8.0. loir- oar
/0.4.0. osh 12.0. foir
10.5.0. osh 12.0. faIr
/0.6.0. hockb~ 18.0. oad
/0.7.0. .Im 8.0. fair
108.0. basswood 12.0. fair
/0.9.0. basswood /2.0. oood
110..0. butternut 20..0. fair-DOor
111.0. osh /20. fo;r
112.0. .Im 12.0. oar
113.0. .Im 8.0. faIr
/H.o. osh /2.0. fair
115.0. basswood /2.0.
116.0. butternut /2.0. dead
117.0. mall'! 28.0. fair
118.0. .Im 12.0. fair
119.0. .Im 8.0. foir
/20..0. .Im 12.0. oor
/2/.0. hockberr /4.0. fair
/22.0. boxelder 24.0. falr- oor
/23.0. boxelder /6.0. fair
/24.0. basswood /2.0. oood
/2$.0. b())(8Id~r /20. DOor
126.0. box~dC'r /20. fair
/27.0. boxelde,. /2.0. oor
/28.0. oIm 8.0. fo;r
/29.0. basswood /4.0. ood
/30.0. basswood 8.0. Door
13/.0 w;lIow 35.0. Door
/J2.o. .Im /4.0. fair
/J3.o. bo"wood /6.0. fair
/34.0. .Im 8.0. lair- oor
135.0. basswood 8.0. fair
/J6.0. boxC'ld~ /4.0. fair
/37.0. basswood 12.0. ood
IJ8.o. butttJmut 24.0. oor
/J9.0. oIm /20. fair
140.0. oIm /2.0. fair
/41.0. osh /4.0. leon fa;r
/42.0. box~dC'r /2.0. foir
/4.J.0. basswood 12.0. ood
/44.0. basswood /4.0. ood
145.0. basswood /2.0. ood
146.0. boxelder 14.0. oor
147.0. mooltl 42.0. oor
148.0. burr oak 26.0. oor
/49.0. locust /2.0. oor
/50.0. mo ItJ /2.0. fo;r ood
15/.0. md oak 18.0 Dad
152.0. ook /8.0. fair
153.0. maDle /6.0. fair
154.0. basswood /2.0. fair
/56.0. locust /2.0. fair
/57.0. oIm 12.0. fair
/58.0. locust /2.0. to1'r
/59.0. red oak 46.0. oar
/60.0. mo IC' /6.0. ood
/61.0. f8d oak 56.0. foir oor
162.0. ook /2.0.
/63.0. boxtJlder /4.0. oood
164.0. butttJmut 20.0. ood
165.0. boxtJld8r 14.0. fa;r- oar
166.0. mo J(J 16.0. fa;r
167.0. malt! /8.0. foir
/68.0. male 14.0. DOor
/69.0. mo.l(I 20.0. foir
/70.0. mo, Ie /20. ood
/7/.0. mole /4.0. ood
1720. mo Ie /2.0. ood
/73.0 m I. 14.0. fo/r
174.0. mo Ie 12.0. DOor
/75.0. red oak 28.0. fair -Door
/76.0. mo. Ie 28.0. fair
177.0. mo It! /4..0. fo;r
/78.0. mo Ie /2.0. foir- ood
/79.0. malt! /2.0. oood
180..0. mo. If! /6.0. aood
/81.0. mo. /" 22.0. fa;r
182.0. mo Ie /4.0. oor
/83.0. mo Ie /4.0. fair 00
/84.0. mo . 8.0. foir
18$.0. mo Ie 16.0. ooor
186.0. mo If!! 8.0. ood
187.0. mc. Ie 8.0. ood
188.0. mo It!' /2.0. !olr-oood
189.0. ma.ltI /20. aood
190..0. mo Ie /8.0. ood
19/.0. oIm 16.0. ood
/920. mo Ie /6.0. fair
193.0. basswood 16.0. oor
IS<.o. mo Ie 14.0. fa;r-ooor
195.0. mOo Ie 12.0. fair
196.0. ma Ie /6.0. fair- oar
197.0 mo Ie 20..0. fair oor
198.0. mo Ie /6.0.
/99.0. mo Ie /2.0. fair-oDor
200. a ma Ie /4.0. oor
DRAYoN ~NR~~p.fJ&FJ... TmT o1rI~:O~\JP~fflm~<&~~sFoe;roRT
D.N.A. AND THAT I AM A DULY UCENSED PROFESSiONAl ENGINEER
UNDER THE lAWS OF THE STATE OF t.tINNESOTA.
Poul E. Otto
LICENSE 40062
DA~
No. t",. sizt} condit/on
20.1.0. red oak .J.6.0. fair
20.2.0. mo If} 8.0. fair
20.3.0. mo Itt /6.0. oor
20.4.0. mo.lt! 18.0. oor
20.5.0. mo.ltt 8.0. -nQod
20.6.0. mo ItJ 16.0. oad
20.7.0. mo ItJ /8.0. ood
2o.a.0. malt! 16.0. fo;r
20.9.0. male 20.0. fo;r
2/0.0. mo Ie /To. folr
2/1.0. ma It! 24.0. - DOor
2/20. ma ItI 10.0. fair
2/3.0. ma ItJ /4.0. fair
214..0. mo Ie 24.0. ood
2/$.0. mo M 10.0. fai,.
216.0. ma /(I 14.0. "oad
2/7.0. ma Itt /4.0. ~rv -""'-0
2/8.0. ma Ie 10.0. fair
219.0. ma I~ /4.0. ood
220..0. ma ItJ 18.0. fall'
221.0. mo 16 /2.0. ood
2220. mo I~ /0..0. '" 0
223.0. ma Itt 8.0. fair
224.0. mo Ie /2.0. fair
225.0. ma I~ /8.0. fair --nood
226.0. mo Itt 8.0. ood
227.0. ma Ie 16.0. oor
228.0. mal, 10.0. fo;r
229.0. mo./~ 10.0. fal,.
230..0. mo ItJ /4.0. "oar
23/.0. mo It} 18.0. foi,.
232.0. m I. /4.0. -nood
2.J..J.0. mo ItJ /0..0. ood
234.0. malt! 10..0. ood
2M-a mal;) 14.0. ood
237.0. ma Ie 30.0. ris1iTnOor
2J8.0. mo ItJ /2.0. "Dad
239.0. ma ItJ /2.0. oood
240.0. mo ItJ 14.0 ~ 00
24/.0. mo . /0.0. fair
2420. ma ItJ 30.0. foir
243.0. m I. 14.0. fair
244.0. mal" /2.0. fr1ir~oor
245.0. male /2.0. nood
246.0. mo Ie 14.0. foi,.
247.0. male 16.0. ood
248.0. mo Ie 8.0. ood
249.0. mo Itt 14.0. fai,.
250.0. ma ItJ 8.0. -"ood
2$/.0. ma Itt /4.0. fair
2520. ma 16 8.0. oor
253.0. mo. Ie 20.0. oor
254.0. mo. I~ 16.0. "ood
255.0. maltJ 8.0.
256.0. mo.ltJ 20.0. /oir-ooor
257.0 ma I~ 20.0. fair- ood
2$8.0. ma II! 24.0. .",;;:v;;oo
259.0. ma It} /0..0. foir-nood
260.0. oak 30..0. falr-noor
26/.0. mo It} /4.0.
2620. ma II! /8.0. fair oor
263.0. mo Ie /4.0. oar
264.0. mo Ie 20.0. fair
265.0. mo It! /2.0. fair
266.0. mall! /8.0. oad
267.0. mo II! 10..0. ood
268.0. basswood 24.0. fair
269.0. ook 30.0. fai,.
270..0. ma Ie 8.0. fair
2720. ma Iff /0..0. oor
273.0. male 10.0. ood
274.0. ma ItI 24.0. oad
275.0. mal. 10..0. oad
276.0. mal. 12.0. -';;'ar
277.0. mo Iff 20.0. fa/r--"oor
27.9.0. male 24.0. oor
280.0. ma Ie 8.0. oar
28/.0. basswood /2.0. fol,.
282.0. f1Id oak 16.0. fo;,.:::noor
283.0. mo. I~ /4.0. fair -fJood
284.0. r~d oak 14.0 fair
285.0. hider 8.0. "" 00
286.0. maolt! /0..0. ood
287.0. maolt! 8.0. vervnoor
288.0. mODltJ 8.0. fDir
289.0. basswood 12.0 fair
290.0. mo ItJ 12.0. fo;r
291.0. r"d oak 16.0. fo/r
2920. mo ItJ 14.0. fa;r =;;oor
293.0. ma ItI /2.0. . nood
294.0. mo ItJ /2.0. fair
295.0. ma 1(1 14.0. ood
296.0. mo ItJ 24.0. fo;r oor
297.0. mo ItI /4.0. oor
298.0. malt} /2.0. -"Oed
299.0. mo Ie 12.0. ood
30.0..0. malt! /2.0. ood
No. t . sin condition
30.1.0. elm 12.0. foir
30.2.0. ma Ie /4.0. ood
30.3.0. ma It! .0. ood
304.0. mo . 12.0. ood
30.5.0. mo. I(J 12.0. ood
306.0. ma III 14.0. ood
30.7.0. mo ItJ /2.0. ood
3o.a.0. male /0,0. ood
30.9.0. md oak 24.0. ood
3/0.0. mo. It/ /0.0. ood
3/1.0. mo ItJ /2.0. fal,. ood
3120. maltJ 8.0. nood
3/3.0. ma . /2.0. fa1'r-bOOf'
3/4.0. mo Ie /0..0. oood
3/5.0. mOo ItJ 14.0. ood
316.0. mo Ie 24.0. fair
3/7.0. mo II! 8.0. ood
318.0. mo. It') 8.0. . DOor
3/9.0. ma It} 12.0. ooor
320..0. mo, If!! 14.0. Door
32/.0. mo 1(1 14.0. ood
322.0. ma It') /4.0. faIr ood
32.].0. mol" 12.0. fair
324.0. mo Ie /4.0. oad
325.0. mo. Ie /4.0. ---"ood
326.0. ma II! 10.0. oood
327.0. moltJ 14.0. fair
328.0. malt! 24.0 fair
329.0. mo. II! /2.0. ood
.J..J.a0. mo It! 12.0. ood
33/.0. ma ItJ /2.0. oor
.J.J.2.0. ma Ie /6.0. ood
3.J..J.0. mo. II! 12. ood
.J.J.4.0. mo. I~ /6.0. oor
.J.J.5.0. rltd ook 36.0. oor
.J.J.6.0. ,.ed oak 40.0. fall' ood
3J8.0. rtJd oak 26.0. oad
.J.J.9.0. mo. Ie /0..0. fa/r-nood
340.0. mo ItJ 14.0. fa/,.
341.0. mo, It! /6.0. DOor
342.0. mo.l;) 10.0. oar
343.0. mo It} /8.0. foir- oar
344.0. ma Ie /0.0. fair
345.0. basswood /2.0. fair
346.0. manle 12.0. oor
347.0. moaltJ 16.0. Htf'" ' aoOl
348.0. rtJd ook 24.0. oor
349.0. mo Ie 10.0. ood
~.o. molt} /20. ood
.J.51.0. mo, Ie /2.0. ood
.].52.0. maltl 8.0. ood
.J.5.J.0. mo Iii 10.0. fair oad
354.0. mo ItI /6.0. oar
355.0. ma Ie 10.0. foir 00
356.0. manle 10..0. nOod
357.0. rlld oak 40..0. oor
358.0. ma Itt 14.0. foi" 00
359.0. ma ItJ 18.0. fair
.J.60.0. ook 40.0. -';ood
.J.6 I. a bosswood /0..0. fair
362.0. ma . 8.0. oad
363.0. boxe(der 34.0. oor
364.0. ma Itt 10.0. oad
.J.6$.0. basswood /2.0. foir
366.0. mol" 14.0 aood
.J.67.0. mo. Iii 20.0. ood
368.0. maltJ 10.0. foir
.J.69.0. mo. It! /4.0. oor
370.0. mo. It! /2.0. fair ood
371.0. malf! 18.0. oOod
372.0. red ook 30.0. oood
373.0. mo It! 12.0. ood
374.0. mo Ie 20.0. fair
375.0. mo. II! 10..0. fair oar
376.0. me. II! 16.0. oar
377.0. malf! /0,0. fak
378.0. roo It! /2.0. oad
379.0. mo. It') /0..0. fair
380.0. mo ItI 14.0 faIr
.J.81.0. mo Itt 14.0. -"ood
.J.82. a me. ItJ 30.0. fa;r
.J8..J.0. mo ItJ 8.0. ood
384.0. mo.ltJ 10..0. fair
.0. rtJd oak 32.0. oor
.J.86.0. basswood /6.0. fair
J87.0 moole 26.0. DOor
.J.88. a mo. I~ /4.0. fair
389.0. basswood /4.0. oor
J90.o. mc ItJ /4.0.
391.0. mo . /8.0. -nood
392.0. ma Ie 8.0. DOor
39.].0. ma It! /2.0. fair
394.0. mo. Ie 12.0. fair
395.0. ma Ie /0.0. fa;r
JY7.o. ma 111 16.0. fair
398.0. male 14.0 oood
399.0. ma.ltl 20.0. foir
400. a ma ItJ 14.0. fair
No. t . slZfI co.ndltlon
40.1.0. malt! 12.0. fair
40.2.0. mallf 8.0. foir
4O.l a malf! /4.0. falr
40.4.0. mal8 12.0. foi,.
40$.0. mal" 30.0. fair- oar
406.0. mo . 8.0. oood
40.7.0. basswood 120. ood
408. a ma Ie 16.0. ood
409.0. m I. 24.0. oor
410..0. ma It/ /4.0. fa;r
411.0. ma Iff 8.0. falr
412.0. mcllf /0..0. oood
413.0. mo.ltJ /0..0. fair oor
4.14.0. r~ o.ak 30.0. oor
4/$.0. mo. Itl 16.0. ad
4/6.0. me Iff 20..0. ood
417.0. ma II! /6.0. Door
4/8.0. me ItJ 12.0. fair
4/9.0. me If! 20.0. ood
420..0. mo Ie 8.0. ood
4.21.0. malt} /2.0. fai,.
422.0. ma ItI /6.0. falr- ood
42.].0. bosswood 24.0. Daor
424.0. moa/ff 20.0. fair-ooo
42$.0. ma ItJ 8.0. fair
426.0. ma 18 /2.0. ood
427.0. <1m /4.0. fair
428.0. male /8.0. fo/r- oar
429.0. ma 111 20..0. Good
430.0. mo Ie /0,0. fal,.
431.0. me. /8 10.0. fair-DOor
432.0. mo. If} 20..0. fair-Door
4.J.J.0. m I. 14.0. ood
434.0. me. IIf /0..0. fair
43$.0. me Iff 14.0. ood
4.J.6.0. mo IIf 12.0. oood
437.0. mo./ff /2.0. aood
4.J8.0. me It! 10..0. aood
439.0. m I. /20. fair-aood
440.0. me. It! 8.0. oor
441.0. r~oak 28.0. oor
442.0. m I. 16.0. od
443.0. malt! /4.0. 'oir- aod
444,0. malt! /0..0. fair-DO<<
445.0. male /20. falr-aoOG
446.0. me It! /4.0. "or 00
447.0. me 18 /4.0. faIr
448. a m I. /4.0. fai,.
449.0 me. ItJ 220. fair- ood
450.0. me. II! 200. fair
45/.0. m I. /4.0. oor
4520. mallf /6.0. fair
4.5.10. male /6.0. 10/,.- oor
4$4.0. m I. 20..0.
4$5.0. m I. 20..0. Door
456.0. mo,/ff 16.0. fair
457.0. ma It! 10..0. ood
458.0. ma 18 16.0. ~
459.0. basswood /6.0.
460.0. m I. 20.0.
46/.0. ma ItJ /6.0.
462.0. m I. 30..0.
46.].0. mo. 18 /6.0. ood
464. a m I. 8.0. fair-DOor
465.0. m Ie /4.0. fair
466.0. mo 18 /6.0. oor
467.0. mo . /4.0. fair- oor
468.0. m I. /4.0. ood
469.0. m I. /4.0. fair-Door
470.0. m I. 8.0. od
471.0. m I. 14.0. od
472.0. ma ItJ /4.0. la1'r
47.].0. m I. 14.0. ood
474.0. moo/if 14.0. Doar
475.0. ma It! /6.0. foir
476.0. .Im 16.0. fair
477.0. ma Ie 14.0. fc;r- oad
478.0. osh /6.0. fair
479.0 red 001< 36.0. DOor
480.0. me. 18 /6.0. fair-DOor
48/.0. m I. /0..0. ood
4820. basswood 10.0. fair
483.0. matJlt! /2.0. oor
484.0. matJlt! 12.0. fair
485.0. rtJd oak 20..0. fair
486.0 red oak 20.0. fair
487.0. m I. /4.0. ood
488.0. elm 14.0 ood
489.0. mCDIf} 10.0. folr
490.0. mo Ie 20..0. aood
49/.0. m I. /4.0. toir
492.0. me It! /0..0. aood
493.0. me 18 /6.0. fair
494.0. burr oak 30.0. oor
4950 maole 8.0. vor 00
496.0 boss wood 14.0 fair
497.0. osh 16.0 oor
498.0. hickor 8.0. fair
499.0. mo.o/tI 20.0. faIr
500.0. burr oak 30..0. fair-Door
No. t.i>O .In condition
501.0 ook 24.0. fo.ir';';';'oo.r
50.2.0. mo It!' 12.0. fol,.
50.3.0. maltJ 20..0. fair- aar
50.4.0. mo. It! 8.0. ood
50.5.0. ma It! 16.0 fair
506.0. mo.nltJ 20..0. foir
50.7.0. red oak 24.0. talr- 00
50.8.0. ma Iff 20.0. ood
50.9.0. m I. /4.0. 000
510.0. mo. 18 /2.0. oad
511.0. me ItI /6.0. --;;;;;;;r
512.0. mo. It! 16.0. . ""niT
513.0. mo. If! /6.0. fair
514.0. mo. 18 14.0. oor
5/$.0. mall! 120. ood
5/6.0. me 1(1 8.0. faIr
5/7.0. mOo 1(1 16.0. fair
518.0. me It! /8.0. ood
5/9.0. mo ItI /0..0. fa;r
520..0. ma It} /4.0. fall'
521.0. mc ItJ /4.0. fai,.
522.0. mo ItJ /2.0. -"oor
523.0. me It! 8.0. oad
524.0. ma It} /6.0. fair
52$.0. ma Iff 20.0. fa;r
526.0. mo. 111 8.0. ~
527.0. maltJ /20. loir
528.0. red oak M.o. -"oor
529.0. me. Iii 18.0. fair
5.30..0. burr oak 18.0. fair
53/.0. basswood 28.0. oad
5.32.0. burr ook /8.0. fair
5.J..J.0. ma./ff /4.0. fair
5.34.0. red oak 20.0. fair
=0. maillt! 10.0 -;;Ood
53.6.0. ma 18 /0..0. oor
537.0. ma ItI /2.0.
5.J8.0. burr oak /8.0. dead
5.39.0. m I. /2.0. oor
540.0. hlcJcor /6.0. ood
541.0. rod ook 24.0. ood
542.0. mOPie 8.0. noor
54.J.0. manle 8.0. fair
544.0. me Ie 24.0. fol"";';'oor
545. a burr oak 24.0. fair
5.46.0. ma 18 /2.0. fair
547.0. hicl(lVV /6.0. n;;od
54/10. .Im /4.0. faIr
549.0. basswo.od /4.0. to1'r
550.0. osh /4.0. toir
55/.0. mo It! 36.0.
552.0. red oak 24.0. loll'
55.J. a red 001< 26.0. risk oor
554.0. manltJ 14.0. lair
555.0. mo It! 14.0. od
556.0. me. It! /20. 000
557.0. m(i;:;jtJ /2.0.
558. a basswood 8.0. fo;r
559.0. mOtJlt! 20.0. fair
560..0. basswood /0..0. faIr
56/.0. ma 18 /4.0. fair
562.0. mo . 14.0. lair
56,],0. ma.lt! /0..0. "oor
564.0. me It! /8.0. foir
565.0. ma It! /0..0. ood
566.0. mo. It! /6.0. ood
567.0. mo. It! 16.0. "ood
568.0. ma I" 22.0. fa;r
569.0. red ook 8.0. lo;r
570.0. h;ckor 16.0. ood
57/.0. mOo 111 /0.0. fQ/r
572.0. me III 16.0. ""or
573.0. mo. It! /0..0. folr
574.0. ma It! /6.0. oor
57$.0. me. Ie 8.0. ""
576.0. malt! 30.0. oar
577.0. mo Iff /8.0. fal,.
578.0. me III 20.0. fa;r
579.0. m I. 14.0. ood
560. a me. Ie /8.0. fair- or
56/.0. butttvnut 16.0. ood
562. a monte /4.0. -"oor
58.3.0. basswood /8.0. -n"ad
584.0. ba~swood /0.0. oad
585.0. molt') 16.0. ood
586.0. mo. Ie /6.0. fall'
567.0. bo!JSwood /6.0. ""ad
568.0. moliiff 12.0. -"oor
589.0. me. 18 10.0. fo;r
590.0. molet /0..0. foir
$9/.0. rod ook .J.6.0.
$92.0. oIm 8.0. fair
$9.].0. rod ook 36.0. oar
594.0. mon7tt /0..0. foir
595.0. ma ItJ 28.0. falr- oar
596.0. basswood 12.0. fair
597.0. mal" 10.0. fair
598.0. basswood /2.0. "ood
$99.0. manit') 8.0. -,;ood
600.0. mo Ie /4.0. foi,.
$ ...-
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PRo.ECT NO:
LOTUS WOODS
BOB AMICK
CHANHASSEN,MN
EXISTING TREE INVENTORY
2-05-0190
DAlE:
9
OF 12 SHEETS
SHEET NO.
10/2/06
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EXISTING BASE LINE CANOPY COVERAGE = 256.130 SF (77%)
MINIMUM CANOPY COVERAGE REOUIRED = 152.286 SF (46%)
1 I JO 0 W.LH. <><AIlE"- ME CAlCUlAn",S .. CON""'...", EASOIENT DE5lGNm DRA'IotI ~W~~NfJ1fJy ~T Jl"l1~:OIEii\fiP5fil~gT1smEI~~Mb1fORT
2 J 8107 W.LH. lOT LAYOUT .. ""AllES .. ME REl.tOVAl P.E.O lA.LH. AND l"HoI.T I AM A DULY UCENSED PROfESSIONAL ENGINEER
UNDER "THE LAWS OF "THE STATE OF lAINNESOTA.
NO. DAlE BY
DESCRIP110N
RE\lSlONS
CHECKm
P.E,D.
r~~~E ~1~062
DATE'
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LOTUS WOODS
BOB AMICK
CHANHASSEN,MN
TREE INVENTORY
AFTER PRIMARY CONSTRUCTION) 2-05-0190
SHEET NO. 10 OF 12 SHEETS DATE: 1012106
PRO..ECT NO:
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DENOTES 'TREES TO BE REMOVED
DURING SECONDARY CONS'TRUCTlON
~ I C N
CV~EPII
.... "
EXISTING BASE LINE CANOPY COVERAGE = 256,130 SF (77%)
MINIMUM CANOPY COVERAGE REQUIRED = 152.286 SF (46%)
EXISTING CANOPY COVERAGE PRESERVED (AFTER PRIMARY & SECONDAY CONSTRUCTION) = 129,789 (39.2%)
CANOPY AREA REQUIRED = 22.497 SF X 1.2 = 26.996 SF
REQUIRED PLANTING (26.996 /1089) = 25 TREES
, 1130 ".L.H. A<l€S, ,... CALCUlA""'" .. CON$ERV'~OH ......"'T DESIGNED CRAYoN ~rr,f~,ijf&~ ~T o1r'r,:otr'~Ffi\il~gT1S~p~S~ORT
2 3 07 ".L.H. R<\OS<IllOT LA""'" GRAllES " TREE 1lOIOII... P.E.O D.N.A. AND THAT I AM A DULY UCENSED PROFESSIONAl.. ENGINEER
UNDER THE LAWS OF THE STATE OF IolINNESOTA.
NO. DA 1E BY
DESCRlPlKlN
RE'IISlDNS
CHECKm
P.E.O.
~uME: O,tt~62
DArr,
$ --
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_TE' :f"_~
-........-....
LOTUS WOODS
808 AMICK
CHANHASSEN,MN
TREE INVENTORY
(AFTER SECONDARY CONSTRUCTION 2-05-0190
SHEET NO. 11 OF 12 SHEETS DATE: 10/2106
PRO.ECT NO:
\
. ..
EXISTING BASE LINE CANOPY COVERAGE = 256,130 SF (77%)
MINIMUM CANOPY COVERAGE REQUIRED = 152,286 SF (46%)
EXISTING CANOPY COVERAGE PRESERVED (AFTER PRIMARY & SECONDAY CONSTRUCTION) = 129.789 (39.2%)
CANOPY AREA REQUIRED = 22.497 SF X 1.2 = 26.996 SF
REQUIRED PLANTING (26.996 / 1089) = 25 TREES
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---------------
8 0 t.I.L.Ii. REVISED lOT LAYOUT & TREE CAlCS.
NO.
DATE BY
DESIGNED DRAlIN ~.tr~~P~~ ~T o1rI~,roIEi~"tJP5f~~T1S<tNp~sr6e;rDRT
P.E.O t.I.L.H. AND THAT I At.! A DULY UCENSED PROFESSIONAL ENGINEER
UNDER THE LAWS Of THE STATE Of l.tINNESOTA.
LOTUS WOODS
80B AMICK
CHANHASSEN,MN
$ --
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IIOCIATH ::"rm~f~
"",-...,~_....
0ESalIP1IQl
RE\1S1ONS
CHECKED
P.E.O.
Paul E. otto
liCENSE 40062
CA'
50 0
~
50 100
I
Sea.: ," _ 50'
ISO
I
o DENOTES EXISTING TREES AFTER CONSTRUCTION
o
DENOTES TREES TO BE PLANTED (25 REQUIRED)
(32 SHOWN)
PRMCT NO:
TREE PLANTING PLAN
2-05-0190
SHEET NO. 12 OF 12 SHEETS DATE: 10/2106