CAS-02_BURLWOOD & BURLWOOD 2ND ADDITION FILE 2 OF 2BURLWOOD
2ND
ADDITION JR.T. DOC. NO.__
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BURLWOOD 2ND ADDITION
KNOW ALL MEN BY THESE PRESENTS That McDonald Conatructlon, Inc., a Minnesota Corpo otlon, fee owner of the following deecibad CHANHASSEN, MINNESOTA
Prpeny w1b ated In the County of Carve, State of Minnesota, to wit:
This plat of BURLWOOD 2ND ADDITION was approved all accepted by the City Cmncg o1 the City o/ Chanhosan, Minnesota.
Lot 1, Black 2, Bwfecod Addition, Hennepin County, Minnesota. at a regular meeting held thisday of 20 and Is complkwce with the ;r-VWOne of Minnesota
Statutes. Section 505.03. Subd. 2. NI monuments will be set as specified by the City Cmncl and as stated on this plot.
according to Minneesta Statute. 505.02. Subd. 1.
Haw caused the some to be surveyed and platted as Bl1RLW00D 2ND ADDITION and do hereby donate and dedicate to
the public for pudic use fo eve Ilia easements es shown an the plat for drainage and utility purpose only. CITY COUNCIL OF CITY OF CHANHASSEN, MINNESOTA
In witness whereof sold McDonald Construction, Inc. lies cased these presets to be signed by it, ape officers By Mayan By perk
and Its ooryarots seal to be hereunto affixed tlis day of 20�
McDonald Construction, Inc. COUNTY SURVEYORCarver Canty, Minnesota
By Robert McDonald its President. Purwant to Chptsr 395. Minnesota Lae of 1971. this plat her ben 1pp1mwd this day of
20
By
STATE OF MINNESOTA J'Uhn IL resrrlyer
COUNTY OF Cover Canty Surveyor
The faregong insbument was ocknMedged belle me this day of 20_, by Robert McDonald, `
President of McDonald Consbuctbn, Inc,, a Minnesota Corporation, an behalf of Me corporation. COUNTY AUDITOR
Cover Canty, Minnesota
Notwy Pudic County, Minnesota I herby certify that there ors no delinquent taxes far ON yeas prior to _ far land described on this plat and
My Comm' I Expk. trmsfw entered. Dated this day of 20
Mal, Lundgren. Canty Auditor
I hereby certify that I haw esrwyad ond flatted the property descried on this plat as BURLWOOD 2ND ADDITION; By
that this plat is a correct representation of the surveys that all distances we correctly shown an the plat In feel and
hundredths of a lost; that all monuments M been correctly placed In the grand m shoes; that the out" ba dary
Ines we correctly designated an the plat and that here ors no wNlarWs as defined In M'xneesto Statutes, Section 50502,
RER
Skid. 1 a pudic highways to be designated Onw the shCarver Canty, own. COUNTY witty. Minnesota
I hereby cwtlfy that the taxes payoNs for the yew 20_ for the land described an this plat as BURLWOOD 2ND
Mnneesta LiCMes
Thane E. License
No. 23877 Lind Surveyor ADDITION haw been paid an this day of 20—
'
Tan Kerber, Cmnty Treasurer
STATE OF MINNESOTA
COUNTY OF By
The forpong Surmyorwt If CiRpote was d acnaedged befwe me Nie day of 20_�
by Thomas E. Hodorff, Land SYrwyar. Minnesota License No. 23677.
Cars AR ty. TITLES
Cwvn Canty, Minnaesta
Notary Public. Canty. Minnesota
y of
My Commiselon Eagrkes Y I hereby certify that 20 plot oatBURLW00D sees 'clod, —M. as �Docannt Na
Carl W. Hnen J. Registrar of Titles By
CITY OF CHANHASSEN
MAY 13 2004
ENGINEERING DEPT.
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1 _ J L _ D DENOTES 1/2 INCH BY 14 INCH IRON PPE
MONUMENT SET AND MARKED BY UCENSE
NUMBER 23677. UNLESS OTHERWISE INDICATED.
BEING 5 FEET UNLESS OTHERWISE INDICATED IN WIDTH
AND ADJOINNG LOT LINES AND 10 FEET UNLESS DENOTES FOUND SURVEY MONUMENT - i OTHERWISE NOTED IN WIDTH ADJOINING RIGHT OF WAY /2• IRON 0 50 100 150
LINES AS SHOWN ON THE PLAT. SCALE IN FEET
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434 Lake Street
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DURING CONSTIOCROLV OF BURLNOOD ADON.
GENERAL GRADING AND DRAINAGE NOTES
O YNACTOP SNNL CONrACT GOPFER STATE 'ONE CALL' FOR UMLTY LOCATIONS AT 651-45A-0002
TIE CONTRACTOR WALL VERIFY nE LOCATION AND ELEVATON OF EXISTING U1NI11ES AND
TLTOORAPWAL FE47URES WIN nLE OWkRS MO FUD-4flPlY PRIOR TO C NSTRUCnLN THE
CCNZRACRA 944U MANDIAMLY NOWY NE ENGINEER OF ANY OSOMPANCES OR VANA nONS
ALL CONTOURS ANO SPOT FLEVA?015 ARE SOW TO FINISHED SUWA TIER OPAOES CNlE53 9OWT
ORNERN/SE. REFER M PA MG PLAN FOR DFfANEO SPOT ELEVA MNS AOE PERCENTAGES AND
VERTICAL O.RIE INFORMATION
ALL SILT FENCE SHALL BE N PUCE PRIOR TO MINA nON OF EARTHNORIL AND RIAU BE
MANIAIED ONM MINE RAF OR GROUND CO MR IS ESIABILMED. AT NMON THE IT SHALL BE REMOVED.
IELIRORARY PCEON(' DICES HAYBALM ETC, WOMED BY THE CITY SNNL BE NCIDENIAL TO THE ONAONC.
THE LONIRACTOR SHALL USE A ROOf CONSTRUCTION ENTRANCE ACCORDING TO THE DETAILS ALL STREETS
OSA,RHD GANG NDRI NG HOURS MUST BE CLEANED AT THE ETD OF EACH NOBCNC DAY.
ME CONTRACTOR SMALL NSLIRE PO9n1E ~AGE N MAINTAINED FROM THE SITE AT ALL TIES
CONOTACM SHALL BE RESPONSIBLE FOR TEMPORARY DITOES PNRNG OR OnER MEANS REQUIRED TO
MUSTPFRO101 OTAWN PWR OO Ui M OOR KO/IS N AYlA0L1 Y5 OP 9AIDNG PA05
M/Sr BE PIDIDED NIM A P09/IVE W1FL01L
ALL AREAS DISTURBED AS A RESULT OF CDNSTRUCOTN 944LL BE "(EOM MY RESTORED WIN S®
AND OW MAC ED OR MOD-fHR BLAN(ET OR SOT N ACCORDANCE MM THE MNPOVED PLANS WNW
END NMS UPON DOWP SOON OF EACH ACnMTY N ACCORDANCE WM nE DTYS BEST
YAH-a rPRACTICE HANDBOOK.
TOTAL OSTUNNED AREA -095 AGES +/-
Tani PROPOSED PROECI AREA - aT] AGES 4/-
BACK YARD ELEV. (LO)
BASEIAENT ELEV. (VD)
GENERAL HOUSE PAD PREP. AREA
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DEVELOPER: CIVIL ENGINEER:
Epic Development, LLC
3441 St. Paul Avenue
Minneapolis, MN 55416
(612) 730-2814
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434 Lake Street
Excelsior, MN 55331
(952) 380-5000
(952) 380-5010 (Fax)
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CITY OF CHANHASSEN
RE=
SEP 2 9 2003
ENGINEERING DEPT.
Official Copy
Community Development NO.
MOtI1T1Yf
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J W N / I I I I n5 > �` �. -2! CA�EGYHAZI i
/ I I `A I I 4 I I 15,029 g I �I,:� i / 2 __`r N 672grONiRS 1 I
_o
c w / I I« ,4956 SF
�� 4 +
W I O �I I I I I I Ig +a5ee sd , I L-- -- 4 I'' ' d elr 11A
1 I I I I I CK 2 N r,,,, la
�, - , /
m I I I E' 1' �c ul
to � to 1 21.052 SF I I I I Id772 SF i i iU I i I„ 6 _ =
I I I u / i,S,0a2 SF
I J a _ —
.a L_,9�—J L-2a—J L-9D AIL 90
��-
lu N 0023'15" E 411. a L=— Ise _ �O.L ao �V� 240. Imo\ I
t E. UNE or 1NE WEST zoo Fr. L.wc N'LT wo • 315 �I--t-rm€ or >NE �a 3ra' a THc so.
SE THE so. 9of, FT Ix R.23 or N O f or DMC.2 'f1,5' rn/. GGL EN j y
J 03� SEt/ 0( YG2. ItIY j OOOWWW gt,s 6 SEG2. T OF NM pOp W. /RE OF ME RT.1,A R. O + 7 / /' I CL ' 1
^N� yt/�6SEG2 T.116,RJ/ h�9'\~� � }�i €r \ COURT/
\ NN
�. b z e ED BOB k ETHELVN CHRISTENSIEfV a l o
�1 JON ! 5 LUC ROADSTECKMAN _ y I 6646 POWERS BLVD�/ I m_ k.� L ,✓G�J I:U
1215 LUCV ROAD <e` W0
Xa f I b� BOB h DIANE MARTINKA .6 c��0
6650 POWERS BLVD. r,�h
I'j�� ode z .t0
��in dui i�u <.i]\ �Ww �a �'^'
-5
o
o€N I Ze�h
k n
z "do Z.
VS TO
W. UNE M TM NYII/. OF1
SEl/. OF SEC2, i.116. R.2]
DEVELOPMENT DATA =�
I LOT AREA DATA a\
ray. c z
EYSRRO ZOVAVG RESIgERRAL SWO E FAY. OEN]1�T AREA 5171 AC
PROPOSED ZONMG ONO-FPm7y Rss'hrtW - RI-9.5
LEGAL DESCRIPTION LOTRMBER AREA ISF.
T $8
BLOEX I I A85St
561
OT`
IERfxiw¢.pt PO.RarNtG *,of
y .omr NRan Ms kur p, J 18.772
1
2 116 a.=.21 Mew='*,*, of Socti . 16686
M. ntw ROf Cnf»StY 5 15029
P76 fAwksoh
A00X 2 I
EaaefAnc .OJSSt
1. Rle SouM 15..00 Mt of Me :;,mob a MM*,fX
T. IM IIarN 240.00 Mt of N. Sau01 6l/.0 Mf oI IR. Mbt 1riD0
Mt of od0 N .vf W*,tr of IM S.ofll.o.f W*,t*,.
1 IM N.rN T]O.00 Mt of N. So.Ow 9 00 Mt or f s f 190.00
Mf of adP f .at Wort*, of Oro Soute.osf O rt.
{. Ilro Port of fM I*st 20OW Mt of ..AI N*,M..sf WoY*, of tM Tofd M." I ! 2 117BiPt
SoRfM t Watr, lrg NrWI*,ly .f tM SORrm BW.00 Mt of soil
NPrfh.ef Wrtr of fM SwMeosf
A.y. Lot Af.o II, II83
OEIELOPV?. WILOT A 11.691
EPIC DEIaOPUENT, uC
. 41 ST.. PAM AIfND[ WROTE ]50t
MMNEAPOLIi W 55.I8
ROM t
Tofd Pb224f Moo 21S]e.t
Ryas Bring
LAND DEVELOPMENT SERVICES
434 Lake Street
Excelsior, MN 55331
(952) 380-5000
WWWry.myn..TYgcan
r .�MWtorw.ey us•�aa.
eWe s.W+a .A and 1....F
ntbYN rn}� �Y� tlY bn J M
wl. r sMW
BURLWOOD
a19llllfl••m MN
for
Epic
Development,
LLC
Oiota O-o my Ran.
u-9sn BIIW dq-*-1k2dq
CLG
LT e4eA By
pw
pots
71WW
RSWkvrs
71WO aWr.6al.a+
r b.I.c1da>..I.r
levied For, Late+
Sd,ellrlle DeYp,
PreeN,stY NSIISW
PAW Misr
S,onsb _
CansbuLion
Preliminary
Plat
Lu
0' S0' 1w, 1w.
P-2
2OW RYAN @K*6EFM INC.
I
II
BLOCK
O
12
El
L
PM
�!M
BUILDING DATA
REFER TO ARCHITECTURAL DRAWNOS FOR EXACT BIALDN DAIENS/CWS
SITE DATA
Sq. Ft. Aoy
Oi0S5 STE AREA
22SJ84t 5.171
RRNr OF WAYS
7.%(MI 1. 225
NET SIE AREA
15GJ81 J A52
SITE DENSITY
T SWGLE-FANRY DAEWNG IMTS ON 512 AC - I.M D.U./AC - GROSS
T 9NLAE-FAN2Y DREWND LYATS ON J47 AC . 2.02 O.U./AC. - NET
3
fo
G
12
E.E-F-
S
\ , EMSDNG I 1 11
T�
-
T--T— \ im
4�——--;--
-
� I T
11� I
B OCKI PROPOSED PRCpO 2 f�G1�a
6 �R sAN sEam
LI
\ CONNECT TO EST W
f° o W/rAPTO VZL Se A
13322 ' `--- II
mg s� Ifi-W _ PROPDSD GOLDEN
N 00.2315 49!oc. rE.s �'W OW ; S
I �, , I co T r
eeo T I .�I I ... r
FUnW
I
CL 1 N/DRAN!
OTOa I ;
GENERAL UTILITY NOTES
We LTWIRACTDR SHALL LA]rEY All EMSONG COW IFONS PRIOR TO CONSTRWTILW
AND NOT Y THE 01MR OF ANY DFFER�
ALL aEV1K SHALL BE ONSIRUCTED W AOMMANCE OTN PE OTY
STANDARD SPEOITG DON$ PRO.ECT 9FO WAYS W AS NDD E AVWN.
OAF55 OITERI NOTED, OR AS WOIED W IHE ABOW NOTE ALL
NA70R 5; CYWSIRUCIIOV TEp/YOUES AND TESING SHALL COMDRN
M THE ID% M. OF TIE -STANDARD UTWTIES SITOFICA"C NS FOP WATER
NAW AND SERY LNE NSTALUTILW AND SAMTARY SrNER AND ST MWER
WSTAUATKW BY DE CITY ENGramma; AssO iiOV LF RNN, AND TD THE
'STANDARD .SPE(>:T ATKW FOR M WY CYN MWT M- NWN. DEPT. OF TRANS.
0 1W EDOTON, OKVJDAC RE aABW Nr A00VWDLM.
DE CWDBACRAR SHALL REMW TIE NECESSARY PEAWTS FOR ALL KYM WrT
O- /HE PRO"TY L M
SEE ARCH FUN FOR EXACT ODG LOCAIXN SEE STE PLAN FOR UYDUT lWEN90Wi
S]PNCL ENTRY LOG 710RS TO OF CCaWNA TED Win TIE ARO#TECT.
IEIArY EMSTYIG NICRT LOG f ETEI' PRICYf IV aEOMOW OIVSRTLMTNN.
7MF fN TER g1P1NF SHALL LE IVSTAILED MTM A NW. OF 7.5 FT LF WYER.
ALL STONI SEWER PFE Suu BE aASP 5 Lf"W ORE MSE NO=
INE CNTRACRN SNALL ONTACr -Gap " STAIE ONE TALI• FOP
FOR UTBLTY LOCATIONS PRIOR TV Uil/TY NSTAL ..
LEGEND
Sankary Saw —U- -
WATER —I-
FIND. W/VALVE --i- -!
STM SEAR �a—
Eageom
SNATARY SEWER —4—
WATER — I —
HTD. W/VNW
STORK SEWER —«—
��
Rya
Engineering
LAW XWLOPMENI SETMCB
434 Lake Street
Excelsior, MN 55331
(952)380-5000
ww.+YvrV»atGcwn
v�T � . peNa —
rA>v! w Y w by m > in my
S\�N~i owl .1 1. ur 4 tlx iw M IM
BURLWOOD
Cha)hassen, MN
for
Epic
Development,
LLC
RAt No.
Op'fd O"^e^9 Name
TiN
7/4"
ReMahsa
7/AIDa IYYaslarl
f/11b Ir C�'iVral
Wffllfd For DGW
salanafc Da@W
D..a0 .A
FYI % aW
Preliminary
Site + Utility
Plan
R"
0' 57 Iw t50'
0 2003 RYAN ENQ NC.
T—
------LrG--
E�T .AJ—=PROPOSED
�--1-7r —
4
.••� - E.'~oil
�r
Jill
'IN bill
' � r, AAA = A _•r.--_.—�.� b 4 � TS �w�w� �. ir.Iiu �7P �a}
OVERFIOW ELEV.
POND
47
I I EEMOD
w.) ea F.++Ir u. oar wanes u. e.a .a or w era,-
z w a a.aR. errr v ..nLs ww. m are u. oar mo u. ye�m
ru e. eaten a IM .w.nra .auH . reoanaaF r ea.. yr.e
T Tor w eaten s• w 4.y„olYn anew /bk n,u m. era.
.ntc
-Mr F.
m�n.c. M.naAi
�F
rums a
TOE -IN TRENCH FOR FABRIC
TYPE I SIL T FENCE
DIVERSIONARY DIKE
Not to Jcote
_ _
3 PROPOSED
lT—Y I_—
(� t =fO �
I
i \
GENERAL GRADING AND DRAINAGE NOTES
MWIRACROR SHALL CONTACT GLP/ER STATE VW CALL'FOR UWTY LiD i]VS' AT SST-45I-0002
THE COMM4CTQP SHALL VOWY IE LOGINRR AAO ELEVAROV d• EDSTNG UiNFTES AND
TOPOMAPF1Y,'AL FEAMiES WIN nE DWERS AND T[LD-VOWY PRM TO ttWSTR A0N 7W
QNTRACYOR SHALL YEDIATELY NOTEY INE ENGIEDR OF ANY DISf AN OP VARIAD
ALL 010N S AA0 SPOT EIEYA DOVS ARE SHOW TO FMISEV SVWAQSHOW
OnDNLSE DTO PA AW PLAN ODAEED SPOT EIEVA TIWS ZRECDEN
LERTRAL Q.R.£ FAIMIATION.
IrtT
0pl
ALL SILT FEN¢ SHALL BE N PLACE POM TO RDMTNN OF EARTNNOW AID SHALL Ell
YANIAIED MM NABCE TIA F LN OROLAD WEER IS ESTASLpED, AT WqI 7AW IT SHALL BE REN0IED.
T ORARY PO\Wia DICES HA /HALES, ETC, TEMA ED BY THE OTT SHALL W NOODYTAL TO T GPALVHC
DE CWIRACIO4 SMIL UY A ROC( CDNSIRUCIION ENTRANCE A(TNRDINC TO OE DETAAS ALL STREETS
D6TLTHBED OANNC NGWDI/G HO PS MUST BE CTEAIED AT M END EACH NETW'IHG DAY.
THE CONTRACTOR SMLL NSIARE POSRW LNANAEE IS WANTANED fRDY iK 91E AT ALL AES
CCW1RACIOP SHALL RESPd.59E FOR iETA'1PARY pi0lS IVPYHG'. DR tZ MEANS REQARED TO
N T P PROIIP DRAWIN DURNIG tXNSiRfFCnLW. LOW PON/5 N ROADWAIS OP BLWANC PADS
MISr eE I'ROIEIED WN A P0911LE ouTnoW
ALL AREAS p TLARIRED AS A RESAT A< OYE511N/CnLN 9L1LL BE aLIEDtA IELY RESICED WIN SEED
AND DISC MMOMD OP MOOD-FlDEn �ANfEr OR S(D N 1%UZAHLi WIN nE APPRDIED PLANS WIMW
TOO MEEKS C CM-LEn OF EACH ACRWN W ACOWDANCE W W R Ores aESr
WANArtMENT PRAML NAMOSOO f.
TOTAL OSTCRaW AREA - 29 ACRES +/-
TOTAL PROPOSED PROECT AREA - 12 ACES +/-
BACK YARD ELEV. (LO)
BASEMENT ELEV. (MO)
25-0
GENERAL HOUSE PAD PREP. AREA
LO
NdISE TYPE
29.0
FWISNED FIRST FL ELEV,
27.0
GARAGE FLOOR ELEVATION
LEQFM
--927--
EXISTING CONIpIRS
Z�
927—
PROPOSED CONTOURS
SANITARY SETETL—C— —
WAro' —
SET fTKI
LEM W/VAL1E --4
x
EKISTNG SPOT ELEVATION
SMAN SEam �a—
u+
95p
PROPOSED SPOT EIEVATIM
SWTARY SEVER �A-
815-5
FOIISTED FLOM ELEVATM
1 = �1-
-�
� 0E1MIMW
HVIL W/VALVE tr
SOW SEVER
DEIIOIES� Lam
MN
_ *-
Rya
Engineering
LAND DEVELOPMENT SEWES
434 Lake Street
Excell MN 55331
(952)380-5000
rr.FrJ�raerslnacom
an..q o"Jr ua w rm E.�mer.
sml. a W.xe1e
BURLWOOD
Chanhassen, MN
for
Epic
Development,
LLC
I J.cH H
DV td OoJA/y None
LINE
D wn F
LM4W By
f�
7/.mow
RJKaoTJ
A.AV MJrea Sbal
W8/0! k �' Cawwi
belied For. Date-
Sd "tl: Deq+
tAFmvy RwbwRw4eN
4Rwul�ReNsJ
Ca�Mluctcn
Preliminary
Grading
Plan
2003 RYAN E HOMBSI G. NC.
c — —F— L T—
——
-----( r —-----�--- — —
I
I
T—
II
i
cc
I�
T I ��
—G J
II
IT two
I�
� I
�I
5 (B
6
$ 0
?t
0
I I
_ I q
J
L I
BASELINE TREE CANOPY COVERAGE CALC
TOTAL PUT AREA -
229,5634 SF
FEII.VfID -
Ot SF
NET PUT AREA -
229,5632 SF
BRU91/TREE COVERAGE -
79,4653 SF
(EXCL W eETUNDS)
MEE CANOPY COVERAGE 79.e SF (MU D6SDNG COVERAGE)
REQLRED TREE CANOPY COVERAGE CALC.
TOTAL MS NC CANOPY COVERAGE GN 9TE - 35%
RE"UM CANOPY COVERAGE (LOW DENS. RESN.) - 25%
REPLAGEKNT REpARED:
TARGET CANOPY - MSTWC CANOPY 1( UPLAND AREA 0IV9)ED BY 1069
(25) 35% - -101h -IOX x 229,563/1099 - -21 TREES
PWS
EXSTRIC COVERAGE REMOVED (13%) x 1.2 (PENALTY) DINDED BY 1089
34,069 x 1.2/1099 - 36 TREES
TOTAL TREE R LACENENT REOUIRED - 15
® INDICATES REPLACED DEC. TREE (9)
INDICATES TRANSPLANTED CONE. TREE (N)
TRW MACED . s3
—C--
I
—T_— — —T—
277
I 'I' �
I I
0B 14pCK/�
--
i
PLANT LIST
arty an mNN NIF >a
a VA¢ lm p NPAPF ce waNp
IIa1+11N1to YML �� N� W
A°Nipe°"`it xNFnaoal (-(� {ffi
NOTES: pAvn urpl r T AVAaMurv. W o[wnrq ffi A W w T
ro 485rtN1E w MT+E TRS WTIN TE SNE CATAWNY WTI
MMLN N9Wv4 i11011 M OM1 6 OIMAM54N. 1+E 11R5 N/MIFD 4 E W4➢
yp(/1 AVAe.+i11Y N M SPIN' 6 ]Wl 1T TIOI le[ A qAM y1N1 e[ NaRI[p.
MEe N= E 1 M APPFpED t 0' FERIAE 91EOm
(AaiDC4 a M MIS OF9 wm As WTrA3
w W E ,NN OE-, (+n) K w 1TF£S WY E iR011 ANY ONE (1) 19FE 4EOQ
TIFFS pW1 AgfµE Ai 1F/.TT 1N)-//OY/[_Ny(-Npl plypl Alp WY E
A vNNw ff OIE-A16NEMNjyall V:IN[N.
NOT IESF TNAII T1p(IY (20) PfP07R OF lE 1NS5 W1 E COEFAa
gF/iFR ll�
fFFT 91y5 NFglf. W. SETF)I (7) PUT AND. E A TMIIM
ff RY (P) M
111R3 91NL E V IWT NE M MWp W m M El MIGITNINS iglp N TIE 91[ Yp
1RFE5 9WL E INNI mlleED MLR¢NT $ICQ Aa DFF1Ee ANDWI1NgIFO W WESOTA
$1AN1E Ec11oa +au 11AgRl +aN, TIE P1N1 rar Acr.
��
Rya
'-P
Engineering
LAND DEVELOPMENT SEVNCES
434 Lake Street
ExceW&, MN 55=
(952) 380-5000
TrwryewpFasNpcvn
iN tY ri1Ml tl tlM1 IM M w tl y m
a e.
9..��
R.P M M
BURLWOOD
Chanhasam, MN
for
Epic
Development,
LLC
P 'wf No
D,t& pe Name
3vNn sy
t»ecie0 By
Pw
DarN
71"
ReWlonF
7IRAA aTA9Aea satyr
NH166 M1 A' CawwY
WN1ed For Dale
Sdw,wk Deep+
Daq+Dwebpnwe
Preilwy Re is
Firs Re iN
l d*v
C91TmI,ceW
Tree
Inventory/
Replacement
Plan
P-5
0 2 wa RIM w
iminary Plans
For
BURLWOOD
Chanhassen. Minnesota
DEVELOPER:
Epic Development, LLC
3441 St. Paul Avenue
Minneapolis, MN 55416
(612) 730-2814
CIVIL ENGINEER:
R a�
yngineering
LAD DEVELOPMENT SERVICES
434 Lake Street
Excelsior, MN 55331
(952) 380-5000
(952) 380-5010 (Fax)
INDEX
SHEET NO
I DESCRIPTION
COVER SHEET
P-1
EXISTING CONDITIONS
P-2
PRELIMINARY PLAT
P-3
PRELIMINARY SITE AND U77LITY PLAN
P-4
PRELIMINARY GRADING AND EROSION CONTROL PLAN
I
0 2003 MAN EMONESWA NC.
fan
-
y7�\jyu
/%dp / r I I/ $ ' i t \ ✓ \ tom ` ' r .— - Q--- _ ` J^—J --- -
pn _l / / arJ`G \\\\\/Idyll_��li 1 / II �% c
I \ �1F- \ \ 1
I
I 1n
I l J \
\ gTOI
LEGEND
—
WATER —
H1V. W/VALVE —t— 1
S, SEWER —
SANITARY SEWER —C—
WATER — 1
HVG. W/VALW �r
stow aEM —«—
Rya
Engineering
LAND DEVELO'MENT SEW ICES
434 Lake Street
EzceWw, MN 55331
(952) 380-5000
.m .ro ...... kv, n
IaMly utRy Wal W. a pq5 v .
�.wt a WiaN by me a w. my
a.n aga+Wn as an I an a My
ngnw Ephr oar W. bn a W.
SWW M 1Yai1¢
BURLWOOD
Chanhassen, MN
for
Epic
Development,
LLC
P JO t N.
uyta P-oang Nano
nngaL*-Wr2Op
o.a.n ey
as
LWac4W r
M
t.
,viaa'rJIbD
R.
?Iwwaa @&.M+
w.aaW wd*AwW
ruaa F r o.+w
sd.a. c DW.In
Reitnary ReNeWDW..wpW.i
FeW R.r
Existin.9
Conditions
Plan
0 50' ,00 15W
P-1
0 20m R1'AY ENRffii1p INC
�N
0
1
I
_41-
IS 00'S8'S5' W e — —1
Itoa „'r J iI II t lIIICI )II rl 5nFEBiO6 S SF15MI
R' 2
IkI 18.694 SF'-
1I 16962SF I I 3
s,.os7 SF I I I I 18.775 SIF
to I I I I I I l (� I le �/ 1*193 SF
I I I I I I I �, __, /
n L—�9o—J L —➢a—J L-9U —J it
N 00'43'15' E 411.34 / —
—'---
W g N 00'2 15
E. IJNE W THE HEST 200 FT. LYING N'LY
O
848.44
'1J
41.336 SF - C ] J II
_r / - , K 2
---- L 9e7
—cvRr of 111E N0 2.'0a< THE
v; ytioF E 21Y Wac vn/4
OF THE SO. 904 FT OF NWI/4 OF
SET/4 OF SEG2. 1.116. R.23
m
p.0
/ /
W. LINE OF 111E NWt/4 OF�I
SE1/4 OF SEG2. 3
6Y5 (YI/ p(
O
SEG2, it¢
Ci
Aa
a i e m
BOB & ETHELYN CHRISTENSP4
JON & LAURIE STECKMAN = -y
1215 LUCY ROAD 2-ff
`m
6 €
fi648 POWERS BLVD.
°Da z
L/l
DEVELOPMENT DATA
00
C 6
W. UNE OF THE NW/4 Of - —
SEI/4 OF SEC.2. ?116. R.23
LOT AREA DATA
;);I
so.
GOLDENi
GLOW
COURTf I
BOB & DIANE MARTINKA �'a
?110
6650 POWERS BLVD.
I
J-1
�
Qo
a
b
w
j
o =
vS
ZOAhw
E17SMG ZoNWG: RE 17&
SINGLE FAY. DEVELOPMENT AREA
1172 f/- AC
PROPOSED ZoyNC One-Fonly ResMmtH - RI-9.5
LEGAL DESCRIPTION
LOT NLR/eER
AREA SF.
BLOCK I 1
21.0571
2
147M
J
Thal Pot of the Nartheeet o/ of Seclbn
4
ISLW ,
1E$9943
ioenehp 116 North, Ronpe
,v 2 J W
Met of m Wet yaj e#
fSt Mat ele/td.17,
5
15L
1 eele,fy of Me c a t
ar of County State AY H"no
�s of NO. I7,
6
Mu
9
,x Itye
EKtZY1iIC tAe,e Amm tM bur b9oeig deeaDM pe,Nt o/ brM.
f
B.OLI(1 I
41,
II,JJ63
Empfbne
E The Sao"` ZOO het of NTe o MSOM aprcgs-ty.
2 the NoM 240.00 Mt of No SouM 674.00 hot of tM West 211W
Met of yid NorMeeet (Cote, o/ the Sytheost 0ooto.
J the North 2,3000 Mt of the Sm/M 9N.00 het of the Met 190.m
Mt of eoif NoMeest QA m, of the Sootheost OYote,.
4. Me Pal of the Wbt MOO het of said Nolhmest p ter of the
Toted BLOCK 14. 2
149,2
SvlMemt ante,, I)eg N e fy of the S ffi 90400 het of ea(d
NOMeest Ooote, of 10m, Soothyet W>te,.
A,. Cot My
21.J2Jt
DEVELOPER:
OVILOT A
1,44
MC DEVELCFYENT, uc
Jut ST. PAM AIENL4E
OVILOT B
750t
MWNEAPOLIS. YN 55416
ROW
JJs
Totd Rat Area
2= J643
221
Rya
Eng07 ineering
LAND DEVELOPMENT SERVICES
434 Lake Street
Excelsior, MN 55331
(952) 380-5000
.. W W+Yenenp,�e,', V eoln
me o':."'ti wurdw m
«.a .'sMm me ed Ian..y
,.0me Fn9Yr mae M a.. d a.
9MdWsa
BURLWOOD
MN
for
Epic
Development,
LLC
Ptopct Na
Avtd Dioe)g Nun,
111111111111111,01*4*2,09
ofmnl Ry
aw
cneo+ee By
me
Date
7iJ/03
ReMekns
7/11110 6e.l.ed avar
ya+m 6e.Yed aY.aYl
Iested For: Date
.i^Ne111e6C DW,71 _
ftvk Revere
l
FMW FI N011oW
relel Nee{eW
61ao19
CatatrTcim
Preliminary
Plat
0' 54Y 100' ISO'
0 2003 RYAN E NMMMq q EEG
T
I s t>ose•
-G IT{' -II
- 1 U
G
BUILDING DATA
— E 49RODOCr
BLO[7T
2
Fa
REFER IO ARD47ECD AL DPA WNGS FOR EXACT BW(OING ONKNS S.
SITE DATA
Sp. Ff.
A.
GROSS 9FE AREA
225,SBs3
S 17t
RCNT OF NAYS
73,9JSL
1. 101
NET 9TE AREA
i51s51t
147&
SITE DENSITY
T SNCLE-FAMILY DNELLNG DWPIS ON S17 AO - C35 O.U/AC - ORDS'S
T SN -FAMILY DNrLLLNC UNITS ON 1I7 AC - 202 D.U/AC - ACT
- -G- - -G- -
1
I
ni
3 4 I/ / 6
IG NRYA=nsm IEM°OPMI
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0
GENERAL UTILITY NOTES
I
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THE CONTRACTOR SHALL WRFY ALL EVVNG OCA&TICWS PNGR TO CONSDWECTKW
AND NDDFY RE ONNER OF ANY DIFFERENCES
ALL NORK SALE BE CONSTRUCTED W ACCORDANCE WDI 7W O7Y
STANDUPD .WPC ATONS PROECT .SPEOE/CwDONS OR AS MCI DEIED HsmuN.
UNLESS OTNERMISE NOTED. CW AS s'ESmD N THE ABOW NOFC ALL
YATEJBNL-S CONSMUCRON IWONCLES MO TES 9HAa CTNfO9l
TO THE IM m. OF DE 'STANDARD UTA/DES SPEOFFCARCNS FOR WM
MAN AND SERNCE L/TE NSIAUANW AND W07ARY SEVER AND STONI SERER
INSTALLA IOW BY DE aTY BYGA NW As A RON 6 LNNN' AND TO BE
sTANDARO SN:G DLN FUR M WAY CGNSIRLM/laN' ~ O T. LF TRANS.
2000 EDIDON NaLCN'G i CAbWVT ALILIENDI.W.
TE CONTRACTOR STALL AWCOW THE NECSSARY P Ts FOR ALL NDPA 01//S DE
OF DE PROPERTY WM
9I ARCH. PLAN FOR EXACT E LO TTON. SEE STE PLAN FOR LAYOUT DNEN 1
SERMLE ENTRY LOCADONS TO BE COORDM7ED WIN PC A 7ECT.
IERFY Ef1SONG INVERT LOG f EEEY. MOR TO BECWM CONSiRUCDCN.
DE NNTER SERVKL 9 BE NSTALLED WIN A NW OF 75 FT OF WWR.
ALL STORM WN" WE 9AU BE PASS 5 Wass ORERWSE NOTED.
IRE CONTRACTOR SHALL CONTACT GLOWER STATE ONE G1' FOP
FOR UTUTY LOCH TONS PRBLN TD UFMFTY NsTALLA ION.
GOLDEN
CO T
� I
II �
LEGEND
EMIM
SPPRP y S —G- -
WATER - -
HYD. W/VALW '-
STORM $EWER —OO
SAWTARY SENDER �—
WATER —1—
HtD. W/VALVE
STORM SENDEt --- AIR—
_*_
Ryan
Engineering
LAND DEVELOPMENT SEWCE5
434 Lake Street
Ezceka , MN 55331
(952)380-5000
—urwng�c
>MPr Crory uaR Pr PIPI ,o�mnn
.oP1 q aRP.a er PN v we mr
rt•.n .R.N� PiN un i e. a AAY
SYPM A W V�IiP
PyYbolYn M
BURLWOOD
Chanhaasen, MN
for
Epic
Development,
LLC
P/ f Ao
� LNWAPY
aa.n e7
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add
PM
Does
7/W0B
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NIRIm IINr•NN wYRii
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Preliminary
Site + Utility
Plan
PA00
0 50' 100' 1150'
P-3
a 2000 WAN EN(W$wIQ INC. I .
—
Mrr0.9<O _
� HPA 1DD2
1 � tooso 11 -
POND
IER100
1. qq M �1m-,INYn conbd Mbl• iY W M In:u . tlw baflp:
a N� sNNbeME � �� no. (ml .N. or nw �w a.er eam M
ew) wr wMts ede awwn w eaa .a a w b�dt
2 11� . /tlT .Doom- u yn,y p•aln b Ilw IN %1� Ab bn FonJ
rw Pe eeRen M w wswid ^w W . awvemur Y wb. >ena
a M Hti Nexan s' a �»w,ena �ba Poe•< nH, w b..n.
e. �wtw M HTd..MN mow d aw �,
.,R
nm rAWNc
rn anaou
.aE�r
e.nN xi
TOE -IN TRENCH FOR FABRIC
TYPE I SIL T FENCE
DIVERSIONARY DIKE
u n i � —
_Ip� rL
_ 17 -tAB4
9=maA
=-�-
C
------------
5 {__�`,%
O I _s 01 /
�;1
0
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I JL LLE�
I
GENERAL GRADING AND DRAINAGE NOTES
CONTRACTM SMALL CONTACT OOPFER STALE 'ONE CILL' FOR OWN LOCAM AT 65I-ASI-0002
RE OMIRACM 91AU WAFT DAF LOCARON ARD ELEFA/AM OF EASING UOURM AHD
iO"OORAR/CX TE.InAES MM IAE OlERS AAO F*ZD-WN" PRk* TO CAISIRVCTIW. IAF
CV//RACRIR SAL aaEDlARMY AOIFY I E EMMmR OF ANY MCREPANGES OR YA9AI
ALL CONTOURS AM SPOT EIEVAR NS ARE SHOIIN TO F#H SASA TIER Guam 1.IAESS 9DNN
OnO REFER TO PAHNC PLAN FOR OET SPOT EFEVA"M% = FERCENTAESS AND
NR CMw KORMARON.
ALL SET FENCE SHALL M N PLACE PRW IO NM71M OF EARMKIN AND SHALL K
YMTAI EO MIX NABLE TURF OR GROUND L01ER S ESTA&.19E2), AT NROH IRE /T SHALL W RENOND.
IEEPORARY PUNUM LMaM MYUALE$ ETC, REC UTEV BY THE OTY 9MU BE NC111ENTAL TO nE GRAOWO
IRE CONTRACTOR 9MLL USE A ROCK CONSIROCMN ENTRANCE ACCODNC TV ME DETMS. ALL STREETS
DISTMHD DU MD IrOwOPG ROLM MUST 6E OEAAED AT nE OD OF EACH IIORAwHG DAY.
THE CONTRACTOR SHALL NSLME POV n1E LMANAGE IS MAIITARWD FROM nE VIE AT ALL INES
CONRACTOR SHALL LE R9PMSlwE FOR n]fORARY OTCES, PiNC OR OR LEANS REOOPED IO
NSI,IPE FROFOP nRANA[F DUPN6 ONSIIRI/CMN. LOM PONIS N RWDMYS OR BUI OM PADS
MOST W PRONGED KM A P09171E ODRLOM
-
ALL AREAS OSnAMED AS A REV AT OF GMSi 770V SHALL HE MEDAIELY FEESTOED NM SEED
AND DISC MRCHED OR NG FBER &AFN£T OR SOD N ACCORDANCE NM nE APPROVED FLANS Wn
TNO N S LFLN O. 17L OF EACH ACRNTY N ACCORDANCE NM ME a" BEST
MANAGEMENT PRACME MANOBON.
TOTAL MMOMED AREA - 254 ACRES +/-
IOIAL PROPOSED PROECT AREA - 117 ACRES
ElEV. (LO)
ERRD
FIIENG01OtAL
I1WSE vAo pRER. AREA
[eBAI�'
OSH
D DRST FL ELEV.
ARAGE FLOOR ELEVATION
LEGEND
--927--
EMSTNG COHTOUIS
Easim
927 —
PROPOSED CONTOURS
SANTARY SEWER-4- -
WATER - -
S T FENCE
RYD. W/VALVE
DOSTING SPOT ELEVATOR
STORM gMER —Oa
,r950
PROPOSED SPOT ELENA11ON
Eamm
SANITARY SEMER —<-
815.5
FINISHED FLOOR ELEVATOR
WATER — I -
HYD. W/VALVE ty
-
DRAINAGE ORECTIN
S1O N SEMER —AN—
�------I
oEwoTES BERM OATS
Rya
Engineering
LAND DEVELOPMENT SERVICES
434 Lake Street
EzceWcw, MN 55331
(952) 380-5000
w•vryvwt�wYpcC•n
I`Ivll swI M Yi /4.
mi
BURLWOOD
Chanhassen, MN
for
Epic
Development,
LLC
Ro t Na
Died p- g Nu e
Iwl
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m
b
Rn
nor.
7/WW
ne./Yllf
71w1woawr
461s IIr:rPrl Nbrl
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BKF1evflw
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Preliminary
Grading
Plan
0
ME
w
) MM FWAN EN3NEBINO. W
----I ------G---G---G-- — —�
BASELINE TREE CANOPY COVERAGE CALC. PLANT LIST
TOTAL PLAT AREA
229.5 l V
NET -AND -
Dt SF
NET PLAT AREA -
229.5933 SF
BRUSN/TREE COVERAGE =
79,4651 5F
(EXCLUDING WETLANDS)
TREE CANOPY COVERAGE 79.E65t SF (35% EXISTING COVERAGE)
REQUIRED TREE CANOPY COVERAGE CALC.
TOTAL EASTNO CANOPY COVERAGE Ow SM - M%
K"?ED CANOPY COVERAGE (LOW DENS. RESD.) - 25X
REPLACEMENT REOUIRED:
TARGET CANOPY - ENSDNG CANOPY X UPLAND AREA WDED BY IW9
(25LM% - -10%) -10% X 229,593/1099 - -21 TREES
PLUS
EMSTNG COVERAGE REMOVED (5Z) X 1.2 (PENALTY) OIVIDED BY IM
4.300 X 1.2/10e9 - 5 TREES
TOTAL TREE REPUGENENT REOUNED - -16
e INWATES R ACED DEC. TREE (0)
04NI ES TRANSPLANTED CONF. MEE (12)
TRM IfelA® - a
:,�.a ert � RAIE 1R
�x� c uA2 11W N MINE M f41YN1¢ %/F
aT Ilpl' IAmI A-1/f� W
bPAwm M[ 11ML
SAL xPlYIOdST
NOTES: SASFD EMN NANT AVAAAWTY. THE T66VI IE$R\ES W wort
TO 9BSRNTC M AW IIRS NIIN M SAME CATA D .
NMI AYMO/K fMOI 11E OIY 6 OI,WYSSpL WI RANIFO 4 E 6
U01 AVAlAE11Y N M SMIf 6 AR AT MOI AE A qNl 9WL E 9RISTIFD.
lIE6 WSI E AMlI TE MPIIOED IEf aOAs RA"1NF)WE) 9EQ5
(N1EiiAaIT£ wl ron ,Ea EWOMWO A
wo IaE TNw aE-TNm 0n) w xE 9FFs wr E N MAY of (I) mBE SRaz
TROM WALL ANRAE AT LEAST 14Yo-o[tilyfylol fjl/O1 AND MAY E
A wAr s G E-uo-aE-xwr+If>t twpL
.T AE TNMI 1gITY (b) g OF ME T WMLL WE (PO6
R T W Wl Aw SEVEN m NET AND SMALL E A MMM
R WA (6) NET N Mcwt
11EES WALL L E USED TNI.T AAE NE AP x TO AIE WE IOIPMNS AON1 OR THE W W MD
1RFES SMALL E MOM m NNWAY SlOot AS EiNFD A D CAAOIFD ['I rAf50TA
STATUTE SECTS TaAA 1MAlp 1E61, THE NNI N ACT.
—0_ _
7
RyaOP
Engineering
LAND DEVELOPMENT SERVICES
434 Lake Street
Excelsior, MN 55331
M52) 380-5000
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OnEp wNr Net NY PN. wAa6nlm.
NM a aws.a M - a r,ee mT
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BURLWOOD
Chanhassen MN
for
Epic
Development,
LLC
DVtd Oran Mona
TTE
6aen By
QQ
pNdMy
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7/3M
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CDREeTX:eOn
Tree
Inventory/
Replacement
Plan
0 50' 100' 150'
P-5
0 z meN BCNEE a+c N
uininary Plans
For
B',JI3LWOOD
Chanhassen,. Minnesota
DEVELOPER:
Epic Development, LI,C
3441 St. Paul Avenue
Minneapolis, MN 554-16
(612) 730-2814
CIVIL ENGINEER:
Ra
Yngineering
LAND DEVELCPhENT SERVICES
434 Lake Street
Excelsior, MN 55=
(952) 380-5000
(952) 380-5010 (Fax)
w ,y.nenonee.*w..
2()•73 RTAN Ea«,r+Ea,da NC.
L 17
1
_:n
fJ IJJ L �I
� 1
y i
I
LEGEND
Fm
Sanitary SW —d- -
WATER -
HY, W/VALVE �- s
STC M WW£R --O'J—
L�
SAMTARY SEWER —C—
WATER — I —
W1 . W/VALVE
STORM SEWER —«—
Rya
Engineering
LAND DEVELOPMENT SERVICES
434 Lake Street
Excelaw. MN 55331
(952) 380-5000
�ti�yvw�Fysln6con
Slal. al liw.4e.
BURLWOOD
Chanhassen, MN
for
Epic
Development,
LLC
Propcf Na
Dvitd N—
Dimon BaW ft
(La
M B,
FM
Dufe
MAC
RW.rsa.s
116tl�Ihlbl�iOWil
leafed Far Ddw
3cimf D' Daf�1
DWq, wy % Inent
PrWf% le RWWeW
FFWI Renew
Existing
Conditions
Plan
0 20M RYAN 940.4E$idd INC.
o
�o
a�
J
e
�
C.CA.H. NO. 17 —
1 S 00'58'55' W
_1
o rBtOCK -1 r--- I 1 I' I 5 k
I I 2 1 1 3 I I 4 15.038 SF 1
IIII
,6.e62 SIFi i 1 113 18.694 SF / d L — — 134— —
1
1 21,057 SF I I 11 18.n6 SIF I I I I 6
N I I I I I I fill
l I Is *193 SF
L—ono—J L— to—J L—�
—J L —EU —J1q-J
l 848.44 ) I
}
91 q .y l 1 1a739 sF�
I
2 I 1a646 SF i?
11� I I 3
C L---J
�•I N 0073'15e E 411.34 - =— —1u — — �' i.� az "1 .. """' 240.04 I\\ II
I� a { N 00'2 15 E - —T•vR€ o� irle No 'eW' or iNc SO.
Or Lnlc so. 90OF 04wFT OF ST NW,�4 OF c Nlr a woo % o yx`or UIE 4W zts' E w7/4 ` EN i 1V
sEt 6 OF 5EC.2. i.It6. R.23 IF • / / 3'e� SET/ y sc x. ntv /�T I CLO00000'''"'WWWWWW i
/ qp W. urvE THE rvwt/a 6 / O N \ ( I )
oa sE, 4 of SEC.x. T.116. R. 3 1 +' / 1 COURT
'> �icO BOB & ETHELYN CHRISTEN S�lII I �'-�`V //"/ lye/� �l /
JON & LAURIE STECKMAN 4 _-y R € O I 6648 POWERS BLVD� I i L �/
1215 LUCY ROAD
- _ • z�m / �11z1 IF ^ ad I
---_- =�
BOB & DIANE MARTINKA I N ?�0
6650 POWERS BLVD. VQy
♦ d4M/�xi�u�'lC/cJ\
1
i o'd 61 G1Y 1p
W. LINE OF THE NW/4 Or
SEt/4 OF SEC.2 T.116. R.2S
DEVELOPMENT DATA LOT AREA DATA
zWINc:
z
EXISRNO ZONING RE3glplRAL SMxOE FAM. DEIELOfM"T AREA 517f ♦/- AC
PROPOSED ZfWING 01IF—IFY RaeMs3tH - RI-9.5
I- I
LEGAL DESCRIPTION
LOT NUMBER
AREA SF.
BLOCR I 1
11.02t
z
Iaa6z:
711ot elrf of NrMwrf SovMet Wrtr of Actin
J
4
GZl6t
149942
16
2 Ton,y,b II6 NwM, Rape 2J MMf o/ the Meet PYhWd
23 it Of Yar
OZ16UEyMtne
/E)xpq eeeMR+e of Cap No- ly,
65
I
My roef
IHomT Me yoR9elo
9OG2 I
I1AS
z
IJJt
I. Me SWM 4. W feet a Me oDo.s dsarEM Prtpwty
3
1J646t
2 Me N" 240.00 Mt of Me SooM 67AW feet of Me West 21AOO
feet a •op NOI porter of Me, sb meuef Qor
J. the N" 13OW Mt of Me Soots W4.00 feet of tee Rat fww
feet of sop NorMeeet Wuriw of Me S.Mwrt Wrtw.
4. File POI of Me MMef 100.00 Isef of saIf No esat WoKr of Ms
S Meoat Wrew, q6y NrMerfy of Me S M 904.W feet of fd6
Told BLOp(I h 2
I49,15Bt
No'Meeet Wortr of Me Swtheoef Wrtw.
A.g Lot Arse
Ia5641
0E1ELO°ER.'
W71LOT A
E44
EPIC D117 CcpENi, ac
.T441 ST. PADL AIID"
WROT B
7501
YINVEAPOt/S MN 5N16
ROM'
7.193M
Totd Hat Ano
22SJ&ft
Rya
Engineering
LAND DEVELOoME^R SERVICES
434 peke Street
Ezceleior, MN 55331
(952) 380-E000
•wrryw,ylrwepcom
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nmt a e�se.e M ee r eoe ml
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BURLWOOD
Chartwmepni,
for
Epic
Devebpment,
LLC
Ho.6ct N.
Yd LYoepq Nome
R..�.f.OHtYdo
LYpa By
�Q
a«ie✓�y
nm
Date
7f"
RINOm n.
Womd For. Da*
adminiaftDosim ---
OWN
CmIrtrucYon
Preliminary
Plat
_*—=1
0' S0' ,00' ,50' 1 P-2
0 2007 RYAN E310E1EE7dG, NC.
- rc- - -G- — G- - -c- - -D- -
BUILDING DATA
REFER TO mcn,mcTNAL CRAWWtE FOR DULCr BIAOWNG aEEN9CNS
SITE DATA
4 FL Aaw
WOST 9TE AREA 2MS141 3171
RIGHT OF WAYS 71E313 1.7102
NET SITE AREA 151.1 It 1472
SITE DENSITY
9 9NOP-FAMILY OWEWNO UNITS ON Sp AC. - 1.74 D.U./AO - OPO55
9 SING!£ -FAMILY DWEWNG UNITS ON 147 AC - 150 D.U./AO - EET
= E�-
-D- - -D- - c \- -G- 7 -MGA - -c-
Kt
7R_ ail--I--ti• L j
GENERAL UTILITY NOTES
iTE CLWTRACIOP 9CAf7. W]7FY ALL EXATFD CtTDITEwS P1aOR W OOWSTW7CRON
AND WIFY THE OIWER OF ANY DIFFERENCES
ES
ALL WO!K SN.UL BE COYSIRVC/ED N ACCt]POAMi WITH NE CITY
STANDARD 9'ELNICA DON$ PROECr.SPECFTCAT S OR AS MOIFED IEREW
T.73E5S OINERWSE NOTED OR AS SPEOFED AV NE ABOW NOTE; ALL
YATOBALS cows /CIIOV TEOWMiES AND 7ET710G 9MLL COWOW
TO NE 199E W. W THE '51ANDARD UAUTIES WEOFTCADONS FOR WTEF
t AND SERWRI LFE 01515 LL 7? FR AND SANITARY SEWER AND STORM SEWER
WSTALLADON BY THE ON ENGAEERNAT ASSOOA7ILN O' IpN:';. AAD TO I7E
YrANOARD SECIFICAWN FDR tfGHWAY CCAM'M DOWN DEFT. OF TRANS,
2000 EOROL WELDED DE CUFRENT ADOVVW
TEE CONTRACTOR St RECETE BE NECESSARY PERW7S FOR ALL NOW OU75DE
OF NE FROPERN WTS
SEE ARM PUN FOR EXACT BLOC LO'ADDN. $SITE PLAN FOR LAYOUT 0011IN9ONS
SERVICE ENTRY L"71MS TO BE COMM7A70 WN 7W AROI7ECT.
1E1BFr E7057AN6 WYERr LOG t ELEY. PRIOR TO EEOWMIO OWSIRUC7XW.
NE 114E 31R1 SNALL W WSTAUED IWN A W. OF 75 Fr. OF COLER.
ALL STOW SEWER PFE 9VNL BE OAST 5 NBESS 07EERWSE NOTED.
1W CONTRACTOR S1RALL CONTACT'OLW/EN STATE OE CALL' FOR
FOR URLT' LOOWTT[NS PRICK 10 Vw?Y 1R57ALLATTOV.
LEGEND
Essim
Sanito Sw —d- -
WATER - -
H1D. W/V&W �-
STORW SEWER —OG—
SANITARY SEWER �—
WATER —I—
HYO. W/VALVE ---��
5TORW SEWER —441-
Rya Ono
Engineering
LAND DEVELOPMENT SERVICES
434 Lake Street
ExceWw,AM 55=
(952) 380-5000
W W WJYWIrn{W'yWIYNjC0111
I hmby We, " M Pbl q imbi.
yqM a W w [y m y viJv my
lrcl MMWv v4 tlM I an o Ny
n1IWVK 1/'P'R unM bx !on d IM
STAR of lW�wola
bOAahn W
for
Epic
Development,
LLC
Rojo Na
owe &--ft Naar
Oo�r 7
QA
o1AORed By
rEn
Data
71WW
.NrWass
]/RAW 1YIYWW ab�Ol
Woad For Date
Eidson1WtW: DOrtjl
r+y
FiW FA
C�a+IMucWVI —
Preliminary
Site + Utility
Plan
PqW
0' $0, 100 1w,
P-3
0 2003 WAN ENQIN EFr NC.
T-
-----L(—
---G
METHOD
no<. a ..u..naus, yea tmr of 000 (.n oor tM F,.r.....or xo- m.
.a.l aw psRNn w aan oa.FX
2 Un a YJP > tYrJor p�.il b Ww tlF pMn F(o M wwnE
11 N. Oo1\an M Nw YWbM IwItFV Y tOP<Yralll Y Yo. 9aFG
4n1. (Sn Jysn)
a wr u. eoNo� e- M d,,.lmun ev.sa me.i mo m. F.�a.
RqE
nTErt r�
cai.Cr arinil
�i
rums wi
TOE-N TRENCH FOR FABRIC
TYPE / SIL T FENCE
DIVERSIONARY DIKE
GENERAL GRADING AND DRAINAGE NOTES
CONTRACTOR STALL CONTACT GOPHER STATE 'OE CALL' FOR UMITY LOCAMNS AT 651-ISM-OOW
THE OWIRACILN STALL HDWY THE LOCATRN AND ELEVATION OF EASING UIIUIiES AND
TO^OGPAPNGIL FEAILIRES WIN THE ORFENS AAO FEND-LETdFY PRIOR TO CONSTRUCTION THE
CONTRACTOR SHALL AEEERAIELY HDTEY INC ENGINEER GE MY DISL ORANGES OR V"AR
ALL WNTOTRS AND SPOT ELEVAMNS ARE SOW TO FMSEO SLIFAGE ORTER GRADES OAE54 SDMN
07HERWSE REFER TO PA1NC PLAN F DE7A SPOT ELEVATKNS PEACENTAGESt AAO
VERTICAL CIRYE NF 700N.
Aft AT FENCE SIAL Of N PUCE PRIOR TO NTIAOMN LE EARINNOW AID SHALL 6E
MANTANED LNM NAME RAW OR (ROAD COVER IS ESTAH/SEp, AT NMCII TEE IT SHALL BE R VED.
IEIN'XtARY PtNOM D7Q5, HA 1'BALES ETC. HEO IRED BY THE CITY SHALL BE NQOEHTu TO INE GRAOw
THE CONTRACTOR SHALL USE A RO CONSTNICTICN ENTRANGE ACCORDAW TO THE OETAL£ AL STREETS
OSTUR ED DCRNC MORDHC HORS MUST BE LEANED AT THE N7D O' EAOI MORWNG DAY.
THE CONTRACTOR STALL NSURE POSRVE DRMVAGE IS MANTANED FROM THE SITE AT ALL R ES
CONTRACTOR SHALL H RESPOVSIBLF FOR TEM°ORARY DITOES,, PW a OR OTTER EEANS RE"VED TO
HARE PRLWER DRANAGE DI.MNC pCN41RUC1eAN. LOW POINTS N RCNOM M OR SUI DNC PADS
MIST LE PRODED NN A POSITIVE OUTFLOW
ALL AREAS OSTIRHD AS A RESLAT OF CONSTIRUCMW SHALL DE BEEDIATFLY RESTORED NN SEED
AID DISC MNAfIm OR NOOO-FB`R 9ANET OR SO) N ACCORDANCE MIN T APPRCIEU PLANS NNN
BND MMS WON COWUL OF UON ACRNTY N ACLIOPDµGE MIN NE OTYS HST
MANAGEMENT PRACTICE HANDBOOK
TDTAL Orman® AREA - maws ./-
TOTAL PROPOSED PROECT AREA - X AGES ./-
RACK YARD ELEV. (LO)
BASEMENT ELEV. ('AO)
— GENERAL HOUSE PAD PREP. AREA
HOUSE TYPE
FINISHED FIRST FL BEV.
- GARAGE FLOOR ELEVATION
LEGEND
--92:— EASTNG CONTOURS
— 927 — PROPOSED CONTOURS
9LT FENCE
a EMSTNG SPOT ELEVATION
WyyO PROPOSED SPOT ELEVATION
815.5 FNISIED FLOOR ELEVATION
DRAINAGE ORECIION
♦--___-1 DENOTES BERM UMTS
FANG
SANITARY SEVER-
4-WATER - -
XID. W/VALVE
CTCRY 5E`AFR —W—
SAMTMY SEWER —<—
WATER —I—
HYD. w/v&w 1�
STORM SEWER —AN—
Ryan
Engineering
LAND DEVELOPMENT SERVICES
434 Lake Street
Excelsior, MN 55331
(952)380-5000
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BURLWOOD
Chanhassen, MN
for
Epic
Development,
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Pea&
0 50' t0D 1s
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0 2003 RYAN MaHa3Nc NC.
€_
PROPOSED
PROPOSED
— -
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BASELI E TREE CANOPY COVERAGE CALL.
BASELI E TREE CANOPY COVERAGE CALL.
PLANT LIST
sTleoE on nwNw Aw% Wa
TOTAL PUT AREA 229,593t SF
VETLAND - Dt SF
a VNE %m m Ara M NNwr
NET PT AREA - 229.5833 ST
U
s-Vr w
yyQ� ynttl�ee�A1N
W YRM IA®1 T1T W
w
Mw[
BRUSH/TREEXCLUCCOVERAGE - 79.465t SF
�11MMRNE z'-i�r•
w
(E%LLIIOEG WETLANDS)
E.Np.A
AeGw NPM'AAO6T W
TREE CANOPY COVERAGE 79,465t SF (35% "STING OOVERM,E)
NOTES, BATED V W NAxr Av�. n[ pENyroq NfmtECS sort
ro WesnluW TE MCA: DME W11M M SwW uTAWNY WlN
eno9 ANWOYK iBW lE Nm e< ONEnNE.9WN. lE 111FF5 n,wTm ALL E BAWD
uAox AVAEAEIrY w THE 9NRC a m9: Ar 1A.oN nc A NAx sxni E 519.NFO.
REQUNtED TREE CANOPY COVERAGE CALC.
( c am omu.�n° ..Mn
NO NJ MM1 W-T (1/3) W TE 1 S MAY BE IF,TI ANY GME (1) 11RE 9EOE$
TOTAL EASTING CANOPY COVERAGE ON SITE - 35Z
REWIRED CANOPY COVETIAGE (LOW DENS. RESID.) - 25%
T WN AM AT .... T110-wppEylAlFyN01 ura IIM MAY E
A MNNAAI W CIE-Ap_oc-lwfylp uapq.
REPLACEMENT REWIRED:
NOT 1E NAM I ' (W) V T 6 TE 1RF5 91NL BE W1iWS
TARGET
TARGET CANOPY - EMSRNG CANOPY AREA DIVIDED BY 1p99
DOIWEA l SXML AYERAE sENM (T) AEEr A1w SMNL ME IAMYw
(251F35W - -10f.) -101< % 229.583/1059 89 - -21 RIFF$
6 Ws (a))ETxr M MDBIl.
PLUS
lI¢5 Wwl E MWn 1NAT w wW ArvMa n TO l m mvm6 ratio a TE 9n w
EMSTING COVERAGE REMOVED (131h % 1.2 (PENALTY) DIVIDED BY 1099
TEES SNAu E iNCM mE1sID MIaEAY 61W' As YATB<D AIO Ol11BNxNID BY NNNmTA.
34.089 % 1.2P1 - 36 TREES
STArv1E YO1NtN5 18M 11.tiIi1 1u1, lE RAM a An.
TOTAL TREE REPLACEMENT RECAPPED - 15
e INDICATES REPLACED DEC. TREE (9)
INDICATES TRANSPLANTED CONE. TREE (M)
TRW REPLA® - 53
Rya
Engineering
LAND DEVELOPMENT SE WKES
434 Lake Street
Excelsior, MN 55331
(952)380-5000
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MN
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-----LAG--
MEIINOD
nm. M rM�ro<a o�wi Imt AN oe M rw e M Oa1Mn
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�) MIYw M ptln apM1 M �l .yl I IM �.
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TOE- TRENCH FOR FA C
TYPE / SIL T FENCE
DI VEERSIONAR Y DIKE
Not to Acde
GENERAL GRADING AND DRAINAGE NOTES
CONTRACTOR 9WL GTNrACT GOPHER STATE IOW OWL' FOR U?X/ LOGROWS AT Rat-454-00M
RE CONTRACM SNALL WWY RE LOCAWN AND ELEYAWN OF EATSi UTIUIES AND
TO°OI•RAHMC.IL FEAR NTTN RE OR ERS AW FED-HOWY P M TO IXWSTR DON. THE
OONMCTW 9MLL OMFLYATIIY WOFY TIE ENGINEER OF ANYOS7SPANOES OR VAPoAIIONS
ALL CONMEAPS AND SPOT ELEVAIRNS ARE SHONN TO MSIRD SUffACVWTTER GRADES bh E SNOW
ORRRWSE REFER TO PANNG PLAN FOP DErAEM SMT GE t" n GRAOE7 PfMZNTAGM AND
MERTTCAL CURVE KLraIAMAV.
AIL 9LT FFRGE 91ALL BE N PUCE PM'OP TO MVRARLW OF EF:PTNWQX AND 91Au BE
MAMAIED GNR NAME TLIRF OR GROUND 00M tS ESTAW1S 0, AT UION TaE IT SHAL BE REMOED.
TEMPORARY PCWONGS OWES MAMM-M ETC. REQATED BY TW a" 9MLL BE NQENTAL TO RE GRADING
THE CONTRACRIR SMALL USE A ROC( W STRUCTM ENTRANCE ACCOROW TO BE DETAES AL SRRFTS
OtSnARSEO DU M RODONG HOURS MUST BE OEAEO AT THE END OF EACH RO 0W DAY.
THE M MACTOP SNAL WSLW P0971K DRAINAGE IS MANT.UNED FROM RE STE AT ALL TARES
Q MCRIP SMAL EE ISSPM9BL£ FOP TEYPOPARY aTDES PM9AC OR OTHER MEANS REQUIRED TD
R19.NE PROPER DRAINAGE OUP LOYSTRUCRON LOW POINTS N ROADWAYS OR BLWONG PADS
MUST W MOWOED WN A P 77W OUMOW.
ALL AREAS QSRAERD AS A AEMT OF COVSRNUCT SHALL Sr MMNW MY RESTQED MAIN YID
AND LVSC AMOED OR WOW-FB H OR STD W A=:7MM WM THE APPROVED PLAMS MRW
TWO W6]YS lAA7V LOVIEMW OF EACH ACRWTY W AMOTDANCE WYN THE OTYS BEST
MANAGfYENT PRACME HMORODK
TOT& D'STLRED AREA - I.O AO +/-
BACK YARD ELEV. (LO)
BASEMENT ELEV. (WO)
— GENERAL HOUSE PAO PREP. AREA
MS ED FIRST FL ELEV.
- GARAGE FLOOR ETEVARDN
LEGEND
---927—
"STING CONTOURS
ENSM&
— az7 —
PROPOSED CDNTDIRS
SANITARY SEWER-4—
WATER —I— —
SLT FENCE
HYO. W/VALVE --4
KPH
EJ05TNG SPOT E ATM
STQM SEWER
45.0
PROPOSED SPOT ELEVA'R N
P8021M
SANITARY SEWER —<-
8T5.5
FN9E0 FLOOR ELEVATgN
WATER —I-
HYO. W/VAK —i—r
-
DRAINAGE UIRECRON
STORM SEWER ---N—
_____
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Rya
Engineering
LAND DDUOPMEM SEIMCES
434 Lake Street
Excelsior. MN 55331
(952)380-5000
wtlrytl�wtpoom
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BURLWOOD
Chanhassen, MN
for
Epic
Development,
LLC
P% l A
D,td Own, Nun.
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Preliminary
Grading
Plan
0' S0' 100' 150'
___ ....11 4141 IUUI Atl"a3 A6l '.
0
869 S—F--T 5F
is 3rtc 1131
< .... ...- — —
\ ..... ..... ... ... ...
(
BASELINE TREE CANOPY COVERAGE CALC.
TOTAL =LAT AREA =
WETLANC =
NET PLAT AREA =
BR'">H%TREE COVERAGE _
(EXCLUDING WETLANDS)
TREE CANOPY COVERAGE
TREE CANOPY REMOVED =
NET CANOPY COVERAGE
-,29,583t SF
Oi SF
229.583t SF
80,941t SF
80,941t SF (35% EXISTING COVERAGE)
50,799t SF (62.7% REMOVED)
30.142t Sr -
REQUIRED TREE CANOPY COVERAGE CALC.
TOTAL EXISTING CANOPY COVERAGE ON SITE = 35%
REOUIRED CANOPY COVERAGE (LOW DENS. RESID.) = 25%
REPLACEMENT REOUIRED:
TARGET CANOPY — EXISTING CANOPY X UPLAND AREA DIVIDED BY 1089
(25%-357A = —10%) —10% X 229,583/1089 = —21 TREES
PLUS
EXISTING COVERAGE REMOVED (62.7%) X 1.2 (PENALTY) DIVIDED BY 1089
50.799 X 1.2/1089 = 56 TREES
INDICATES REPLACED DEC. TREE (12)
INDICATES TRANSPLANTED CONF. TREE (44)
PLANT LIST
SYMBOL CITY cwuc" NAVE
-47R
i-i
886 SF n
763 SF
=-:
--............
I
SIZE
12 LARGE TREE'. TO INCLLIDE THE FOLLOWING.
PATMORE ASH
2-1/2-• eke
y�uQT GREENSPRE LINDEN
2-t/2-" B&B
AMERICAN LINDEN
2-1 /2•• 3"
EMERALOD LU5TTRE MAPLE
2-t/2-- Bk6
NORTHWOOD MAPLE
..-1/2-• B&B
PIN OAK
2-(j 2•• B&B
IMPERIAL HONEYLDCUST-1/Y•
B&B
. NSF
12,320 SF
2
NOTES: BASED UPON PLANT AVAILABILITY. THE DEVELOPER RESERVES THE P.IGHT
TO SUBSTITUTE THE ABOVE TREES WITHIN THE SAME !ATAGOPY WITH
PRIOR APPROVAL FROM THE CITY OF CHANHASSEN THE TREES PLANTED WILL BE BASED
UPON AVAILABILITY IN THE SPRING OF 2002 AT WHICH TIME A PLAN SHALL BE SUBMITTED
TREES MUST BE FROM THE APPROVED LIST OF DESIRABLE SPECIES.
(PREFERENCE GIVEN FOR TREES DESIGNATED AS NATIVE)
NO MORE THAN ONE-THIRD (1/3) OF THE TREES MAY BE FROM ANY ONE (1) TREE SPECIES
TREES SHALL AVERAGE AT LEAST TWO -AND -ONE -HALF -INCH CALIPER AND MAY BE
A MINIMUM OF ONE -AND -ONE -HALF -INCH CALIPER.
NOT LESS THAN TWENTY (20) PERCENT OF THE TREES SHALL BE CONIFERS.
CONIFER TREES SHALL AVERAGE SEVEN (7) FEET AND SHALL BE A MINIMUM
OF SIX (6) FEET IN HEIGHT.
TREES SHALL BE USED THAT ARE ARE APPROPRIATE TO THE SOIL CONDITIONS FOUND ON THE
TREES SHALL BE FROM CERTIFIED NURSERY STOCK AS DEFINED AND CONTROLLED BY MINNES-
STATUTE SECTIONS 18.44 THROUGH 18.61. THE PLAN PEST ACT.
DOSTINc TREE Lum
EX'3P.NG TREE AREAS
PROPOSED TREE LOSS AREAS
PROPOSED TREE LOSS BOUNDAP,IF
TREES REPLACED - 56
C.S.A.H. NO. 17
S 00'58'55" W
0
n
1o0 9S 00'58'55" W
— — — 0 — 7T43
90 1
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'� N N 16,016 SF
D w
n 21,057 SF o w m
)p H E6oPz� ' N H 147
0
o �
00 6
78,862 SF 18,778 SF 18,694 SF
� n
1 2 3 4 eC 15,074 SF
O/ 09
33.01 100 90 90 1 18 l..
N 00 23'15" E 411.34 99
wo N 00*2315 E
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881.47
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n 13,296 SF]a 12,484 SF
21 � 20
90
` N 00'2
30.03 f
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0
o
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co
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X Z
13.720 SF .m
n
19
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22,048 SP
J
20,' 50 SF
ai
Z 19,C5 SF
r \
,1
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25,904 S=
15.25= SF
1
20.020 SF
18,258 5=
14
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Clod's CokvLtr� NUrserlJi J� DesLgvu
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ICJ
scale i"= 8'
(Vote: This Ls a conceptual pLaw, and Mau be
altered during construction at the discretion
Of the Lnstaller
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''1''1111 1111''11111 i I Ibis
I IDIN h I R, it", BOOM �
KNOW ALL MEN BY THESE PRESENTS: That McDonald Construction, Inc., a Minnesota Corporation, fee owner of the following described
property situated in the County of Carver, State of Minnesota, to wit:
Lot 1, Block 2, Burlwood Addition, Hennepin County, Minnesota.
Have caused the same to be surveyed and platted as BURLWOOD 2ND ADDITION and do hereby donate and dedicate to
the public for public use forever the easements as shown on the plat for drainage and utility purposes only.
In witness whereof said McDonald Construction, Inc., has caused these presents to be signed by its proper officers
and its corporate seal to be hereunto affixed this___— day of _--____—_—__, 20__
McDonald Construction, Inc.
CHANHASSEN, MINNESOTA
This plat of BURLWOOD 2ND ADDITION was approved and accepted by the City Council of the City of Chanhassen, Minnesota,
at a regular meeting held this______ day of ___-----____—, 20 and is compliance with the provisions of Minnesota
Statutes, Section 505.03, Subd. 2. All monuments will be set as specified by the City Council and as stated on this plat,
according to Minnesota Statute, 505.02, Subd. 1.
CITY COUNCIL OF CITY OF CHANHASSEN, MINNESOTA
By ------------ --- By
COUNTY SURVEYOR
Carver County, Minnesota
Clerk
By _____—__-----------------, its President. Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this day of
Robert McDonald p p pp ------ y
20 --
STATE OF MINNESOTA
COUNTY OF
The foregoing instrument was acknowledged before me this ---___ day of ----____—____
President of McDonald Construction, Inc., a Minnesota Corporation, on behalf of the corporation.
20___, by Robert McDonald,
n
John L. Freemyer
Carver County Surveyor
COUNTY AUDITOR
Carver County, Minnesota
---------------------------------------
Notary Public ,________—_-- County, Minnesota My Commission Expires______________I hereby certify that there are no delinquent taxes for all years prior to _____ for land described on this plat and
_
---- transfer entered. Dated this ______ day of _____—___--__, 20
I hereby
certify that I have
surveyed and platted the property described on this plat as
BURLWOOD 2ND ADDITION;
that this
plat is a correct
representation of the survey, that all distances are correctly
shown on the plat in feet and
hundredths of a foot; that
all monuments have been correctly placed in the ground as
shown; that the outside boundary
lines are
correctly designated on the plot and that here are no wetlands as defined in
Minnesota Statutes, Section 505.02,
Subd. 1
or public highways
to be dcsignated other than shown.
Thomas E. Hodorff, Lcnd Surveyor
Minnesota License No. 23677
STATE OF MINNESOTA
COUNTY OF —____—
The foregoing Surveyor's Certificate was acknowledged before me this --__—_ day of
by Thomas E. Hodorff, Land Surveyor, Minnesota License No. 23677.
Notary Public ,___---.
My Commission Expires
County, Minnesota
CITY OF CHANHASSEN
rm cF-,vflzn
MAY 13 2004
ENGINEERING DEPT.
Mark Lundgren, County Auditor
go
COUNTY TREASURER
Carver County, Minnesota
I hereby certify that the taxes payable for the year 20-- for the and described on this plat as BURLWOOD 2ND
ADDITION have been paid on this ______ day of _____---____, 20__.
Tom Kerber, County Treasurer
By---------------------------------
REGISTRAR OF TITLES
Carver County, Minnesota
I hereby certify that this plat of BURLWOOD was filed this day of
____________, 20 at ___—_____ o'clock —_—.M. as Document No.
Carl W. Hanson Jr., Registrar of Titles By
SHEET 1 OF 2 SHEETS
BURLWOOD 2ND ADDITION
(o
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'z 0
I I E. LINE OF T}-{E WEST 200 FT. LYING N'LY Li
OF THE SO. b04 FT OF NW1/4 OF ~ a N
SE1/4 OF SdC.2, T.116, R.23 0 ri
�
J oo z
I JON & LAURIE STECKMAN N w c-:
o 1215 LUCY ROAD d ~
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I O
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DRAINAGE AND UTILITY
EA SEMEN TS ARE SHOWN THUS
(NO SCALE)
5�1
1
75
10 11 10
-1L �
BEING 5 FEET UNLESS OTHERWISE INDICATED IN WIDTH
AND ADJOINING LOT LINES AND 10 FEET UNLESS
OTHERWISE NOTED IN WIDTH ADJOINING RIGHT OF WAY
LINES AS SHOWN ON THE PLAT.
O DENOTES 1 /2 INCH BY 14 INCH IRON PIPE
MONUMENT SET AND MARKED BY LICENSE
NUMBER 23677. UNLESS OTHERWISE INDICATED.
0 DENOTES FOUND SURVEY MONUMENT - 1/2" IRON
O
u')
— - S 0659'01 " W 287.16 -
-_ 97 33.3 / 95.00 95.15 \
r— I I —__
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pT-o I v 11 oT 1 I I
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1 J I mi.` / /o ° N N V�=� �° rl= = CAROL EGYHAZI
s I t�, /N,�,/ w 0 o6 3 I�r � 6720 POWERS BLVD.
c j - of
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023•�52.301 I `O /
9° IBLOG
�I _ ---- L--�I14---J �--- —� l�Z_ o0
086.34 95.01 � Z
6 1 I I ti 0'23'15" E 198.78 -- R=150
1 R=10.5 L =-32' OD
�0 1 L=16 g A=24'3 '.Sg
_
pI\� I I I 11 r- I\1 1 1 1 1 1111 co
V
-—�O.L.A O.L.Q— �6 Stj�a
80 - \
} E. LINE OF THf± NO. 240' OF THE SO. /
674' OF THE VEST 215' OF NW1/4 OF
D SEt /4 OF SEC12, T.116, R.23 - - -CL _
W. LINE OF THE N W1 /4 OF o I
SE1 A4 of SEC.2, T.116, R.23 N I of COURTof
�)
w 0 ,D
\
N O
BOB & ETHEIYN CHRISTENSEN o I CD P($WERS BLVD. o z o o N --
J
W '- cv � U C1
�
w O W O O� 0
I� N BOB & IDIANE MARTINKA E, Q ��
T o - \ 66501 POWERS BLVD. o Qo
/ Zw J w0
I O J~N I
1 �- _ II 0 O — — — — — — — — — 674—
I
W. LINE OF THE NW1/4 OF
SE1 /4 OF SEC.2, T.116, R.23
r
W
o�
rr V)
0�
U w
3 0
L0 ,t
zz
I I
0 50 100 150
SCALE IN FEET
SHEET 2 OF 2 SHEETS
J 2003 RYAN ENGINEERING, INC.
' 820 SF / \;
� .01
/ 95 SFj
�39ej6F J 494 S
S
- ...................... :
i
BASELINE TREE CANOPY COVERAGE CALC.
TOTAL PLAT AREA =
WETLAND =
NET PLAT AREA =
BRUSH/TREE COVERAGE _
(EXCLUDING WETLANDS)
TREE CANOPY COVERAGE
TREE CANOPY REMOVED =
NET CANOPY COVERAGE
229,583t SF
Ot SF
229,583t SF
80,941t SF
__..... / - - - - - - - - - - - - - - - - -
1131 S`�
-...- —
-- -- .
...= -
886 SF
-----------------------------------------------
763 SF --- --
.88fi'S6'. ....... -- - -
:7635T : ..........
_:.
--- ------ -----
-
---
......
__
72.485 SF - - ------ -- -
7
80,941t SF (35% EXISTING COVERAGE)
50,799t SF (62.7% REMOVED)
30,142t SF
REQUIRED TREE CANOPY COVERAGE CALC.
TOTAL EXISTING CANOPY COVERAGE ON SITE = 35%
REQUIRED CANOPY COVERAGE (LOW DENS. RESID.) = 25%
REPLACEMENT REQUIRED:
TARGET CANOPY - EXISTING CANOPY X UPLAND AREA DIVIDED BY 1089
(25%-35% = -10%) -10% X 229,583/1089 = -21 TREES
PLUS
EXISTING COVERAGE REMOVED (62.7%) X 1.2 (PENALTY) DIVIDED BY 1089
50,799 X 1.2/1089 = 56 TREES
INDICATES REPLACED DEC. TREE (12)
INDICATES TRANSPLANTED CONF. TREE (44)
369—SF -) -10't SF
,"--A
EXSTNG TREE LAITs
820 SF EXISTING TREE AREAS
12,320 SF PROPOSED TREE LOSS AREAS
SPROPOSED TREE LOSS BOUNDARIES
PLANT LIST
SYMBOL I)TY COMMON NAME SIZE
12 LARGE TREES TO INCLUDE THE FOLLOWING:
PATMORE ASH 2-1/2"" B&B
y,�•E�.F GREENSPIRE LINDEN 2-1/2"" B&B
AMERICAN LINDEN 2-1/2"" B&B
EMERALOO LUSTTRE MAPLE 2-1/2— B&S
NORTHWOOD MAPLE 2-1/2B&B
PIN OAK 2-1/2 " B&B
IMPERIAL HONEYLOCUST 2-1/2" B&B
NOTES: BASED UPON PLANT AVAILABILITY, THE DEVELOPER RESERVES THE RIGHT
TO SUBSTITUTE THE ABOVE TREES WITHIN THE SAME CATAGORY WITH
PRIOR APPROVAL FROM THE CITY OF CHANHASSEN. THE TREES PLANTED WILL BE BASED
UPON AVAILABILITY IN THE SPRING OF 2002 AT WHICH TIME A PLAN SHALL BE SUBMITTED.
TREES MUST BE FROM THE APPROVED LIST OF DESIRABLE SPECIES.
(PREFERENCE GIVEN FOR TREES DESIGNATED AS NATIVE)
NO MORE THAN ONE—THIRD (1/3) OF THE TREES MAY BE FROM ANY ONE (1) TREE SPECIES.
TREES SHALL AVERAGE AT LEAST TWO —AND —ONE —HALF —INCH CALIPER AND MAY BE
A MINIMUM OF ONE —AND —ONE —HALF —INCH CALIPER.
NOT LESS THAN TWENTY (20) PERCENT OF THE TREES SHALL BE CONIFERS.
CONIFER TREES SHALL AVERAGE SEVEN (7) FEET AND SHALL BE A MINIMUM
OF SIX (6) FEET IN HEIGHT.
TREES SHALL BE USED THAT ARE ARE APPROPRIATE TO THE SOIL CONDITIONS FOUND ON THE SITE AND
TREES SHALL BE FROM CERTIFIED NURSERY STOCK AS DEFINED AND CONTROLLED BY MINNESOTA
STATUTE SECTIONS 18.44 THROUGH 18.61, THE PLAN PEST ACT.
Ryan
Engineering
LAND DEVELOPMENT SERVICES
434 Lake Street
Excelsior. MN 55331
(952) 380-5000
www.ryanengineering.com
I hereby tertity that this plan, specification,
r report was prepared by me or under my
direct supervision and that I am a duly
registered Engineer under the lows of the
State of Minnesota
`Signature
Peglslration No.
BURLWOOD
Chanhassen, MN
for
Epic
Development,
LLC
Project No
Digital Drawing Name
burlwoodfnal.dwg
Drawn By
GLG
Checked By
PMR
Dote
tl/11/03
Re visions
Issued For: _ Date___,__
Schematic Design
Design Development
Preliminary Review
Final Review
Bidding
Construction
Tree
Inventory
Graphic
°age
TREES REPLACED = 56
1
0' 50' 100' 1 SCI'
T-1
KNOW ALL MEN BY THESE PRESENTS: That Epic Development, LLC, a Minnesota Corporation, fee owner of the following described property
situated in the County of Carver, State of Minnesota, to wit:
That part of the Northwest Quarter of the Southeast of Section 2, Township 116 North, Range 23 West of the West Principal
Meridian, lying westerly of the center line of County state Aid Highway No. 17, Excepting there from the four following described
parcels of land.
Exceptions:
PLAT FILE
R.T. DOC. N0.
CI7y OF CHANHASSEN
ftecewfgi`o
OCT 2 0 2003
ENGINEERING pEp.
CHANHASSEN, MINNESOTA
This plat of BURLWOOD was approved and accepted by the City Council of the City of Chanhassen, Minnesota,
at a regular meeting held this _—_—__ day of ______________, 20 and is compliance with the provisions of Minnesota
Statutes, Section 505.03, Subd. 2. All monuments will be set as specified by the City Council and as stated on this plat,
according to Minnesota Statute, 505.02, Subd. 1.
CITY COUNCIL OF CITY OF CHANHASSEN, MINNESOTA
1. The
South 434.00 feet
of the
above
described property.
BY By ___
2. The
North 240.00 feet
of the
South
674.00 feet of the West 215.00 feet of said Northwest Quarter of the Southeast Quarter.
-----------------------------------
Mayor Clerk
3. The
North 230.00 feet
of the
South
904.00 feet of the West 190.00 feet of said Nortwest Quarter of the Southeast Quarter.
4. The
part of the West 200.00
feet of
said Northwest Quarter of the Southeast Quarter, lying Northerly of the South 904.00
feet
of said Northwest
Quarter of the
Southeast Quarter.
COUNTY SURVEYOR
Carver County, Minnesota
Have caused the some to be surveyed and platted as BURLWOOD and do hereby donate and dedicate to
the public for public use forever the thoroughfares, cul de sacs, and also dedicating the easements as shown on the plat for
drainage and utility purposes only.
In witness whereof said Loch HC, LLC, has caused these presents to be signed by its proper officers
and its corporate seal to be hereunto affixed this ___—_ day of —_____—_—___, 20__.
Epic Development, LLC
By ---------------------------, its President.
Richard Ragatz
STATE OF MINNESOTA
COUNTY OF _—__—_.
The foregoing instrument was acknowledged before me this ___—__ day of ______________, 20___, by Richard Ragatz,
President of Epic Development, LLC, a Minnesota Limited Liability Company, on behalf of the corporation.
---------------------------------------
Notary Public ,______---_-- County, Minnesota
My Commission Expires_____________
Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this
-------------1 20
go
uonn L. rreemyer
Carver County Surveyor
COUNTY AUDITOR
Carver County, Minnesota
I hereby certify that there are no delinquent taxes for all years prior to
transfer entered. Dated this ______ day of ______________, 20
Mark Lundgren, County Auditor
go
COUNTY TREASURER
Carver County, Minnesota
day of
for land described on this plat and
I hereby certify that the taxes payable for the year 20__ for the land described on this plat as BURLWOOD OF
CHANHASSEN have been paid on this _____ day of _____--_--- --, 20__.
Tom Kerber, County Treasurer
I hereby
certify that I have
surveyed and platted the property described on this plat as
BURLWOOD; By — — — — —_---
that this
plat is a correct
representation of the survey, that all distances are correctly
shown on the plat in feet and
hundredths of a foot; that
all monuments have been correctly placed in the ground as
shown; that the outside boundary
lines are
correctly designated on the plat and that here are no wetlands as defined in
Minnesota Statutes, Section 505.02,
Subd. 1
or public highways
to be designated other than shown.
REGISTRAR OF TITLES
Carver County, Minnesota
Thomas E. Hodorff, Land Surveyor
Minnesota License No. 23677
STATE OF MINNESOTA
COUNTY OF
The foregoing Surveyor's Certificate was acknowledged before me this
by Thomas E. Hodorff, Land Surveyor, Minnesota License No. 23677.
Notary Public ,—_______--_— County, Minnesota
My Commission Expires ______________
day of
I hereby certify that this plat of BURLWOOD was filed this ____-- day of
_________, 20 at __—__--___ o'clock _—_.M. as Document No.
Carl W. Hanson Jr., Registrar of Titles By
F
Ryra�h n
Engineering
LAND DEVELOPMENT SERVICES
Excelsior, Minnesota
SHEET 1 OF 2 SHEETS
PLAT FILE NO-_______
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SCALE IN FEET
BURLWOOD
S 00'58'55" W
C.S.A.H. NO, 17
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E LINE OF THE WEST 200 FT. LYING N'LY
OF THE SO. 904 FT OF NW1/4 OF
SE I /4 OF SEC-2, T.116, R.23
ORAINA GE AND UTILITY
EASEMENTS ARE SHOWN THUS
(NO SCALE)
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96 004 z o N89.36.45"W L _
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-7 r 51 S8' 3 50,E 197,72' R=12g 0 S6S�
p� - 9=2 4 0 S'
A i g
81
W. LINE
OF
THE
NW1 /4
OF —
SF, /4
OF
SEC: 2,
T. 116,
R.23
10 10
1 J 1-- -- O DENOTES 1/2 INCH BY 14 INCH IRON PIPE
MONUMENT SET AND MARKED BY LICENSE
BEING 5 FEET UNLESS OTHERWISE INDICATED IN WIDTH NUMBER 23677, UNLESS OTHERWISE INDICATED.
AND ADJOINING LOT LINES AND 10 FEET UNLESS
OTHERWISE NOTED IN WIDTH ADJOINING RIGHT OF WAY • DENOTES FOUND SURVEY MONUMENT - 1/2" IRON
LINES AS SHOWN ON THE PLAT.
'511
31 '02, ?)
4
'F
N 00' 33 15 E 240.04
\�
L AWL ,)r :HE NO. 240 OF :"L Su_ ;
I
674' OF THE WEST 215 OF NW1/4 OFFS
3 O
SE 1 /4 OF SEC.2, T.116, R. 2 3
1
00
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1.6a 0,
C4
af
04 N w
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i
Rya n
Engineering
LAND DEVELOPMENT SERVICES
Excelsior, Minnesota
SHEET 2 OF 2 SHEETS
2003 RYAN ENGINEERING, INC.
I
i
C.$.A.H. NO. 17 - - — -
-E E — � a�-- f -- -- E E
— — T— —. — - _ t - = f_ -_ �= T= �_ �— T g— E E—� E = T — —E — T = � _ A _ = i = =Fe @ — —tA
-G - - G-- C; - - - - 1
m
PROPOSED PROPOSED
4' BERM 4' BERM ~
__ _ _ F 1 m
T Ti = - -- T -- I — T
D A CCi iwfC TDCC t' A kitIDV / it\/CD A i`G r A I (—
CALCULATIONS WERE PREVIOUSLY SUBMITTED WITH BURLWOOD ADDITION.
INVENTORY AND REPLACEMENT NUMBERS INCLUDED THIS PARCEL.
DCt-%i nDCn TDCC r'AKIrIDV r f-IXICDAr'G r'AI r
CALCULATIONS WERE PREVIOUSLY SUBMITTED WITH BURLWOOD ADDITION.
INVENTORY AND REPLACEMENT NUMBERS INCLUDED THIS PARCEL.
VI?'W
I2 fy7,LIA-Cp' 5
d
G — --
Ryan
Engineering
LAND DEVELOPMENT SERVICES
434 Lake Street
Excelsior, MN 55331
(952) 380-5000
www.ryanengineering.com
I hereby certify that this plan, specification,
or report was prepared by me or under my
direct supervision and that I am a duly
registered Engineer under the laws of the
State of Minnesota.
Signature
Registration No.
Date
BURLWOOD
SECOND
Chanhassen, MN
for
Epic
Development,
LLC
Project No.
Digital Orcwing Name
burlwood2-prefen.dwg
Drawn By
GLG
Checked By
PMIR
Dote
10/n103
Revisions
Issued For: Date:
Schematic Design
Design Development
Preliminary Review
Final Review
Bidding
Construction
Tree
Inventory/
Replacement
Plan
Page
P-5
C 2003 RYAN ENGINEERING, INC.
'AK'
MINNETONNA
5T
A�BANS
Be
SHOREWOOD
EXCELSIOR
�•
CNRIS S
H ,
SITE
CHAWASXN
ffi
s� vAKE
��
o
d
LANE
ANN .I
NWI 5
/SSE.. 11AFSr
\#ICE
I V1CNf7Y MAP
Preliminary
For
Plans
HRI woc)n q r,.nNn
Chanhassen, Minnesota
DEVELOPER:
Epic Development, LLC
3441 St. Paul Avenue
Minneapolis, MN 55416
(612) 730-2814
CIVIL ENGINEER:
a:00007
2!n
Engineering
LAND DEVELOPMENT SERVICES
434 Lake Street
Excelsior.. MN 55331
(952) 380-5000
(952) 380-5010 (Fax)
www.ryanengineering.com
Official Copy
Community Development Dept.
Submitted 10117103
INDEX
I SHEET NO. I OESCRIPTION
COVER SHEET
P-1 EXISTING CONDITIONS
P-2 PRELIMINARY PLA T
P-3 PRELIMINARY SITE AND UTILITY PLAN
P-4 PRELIMINARY GRADING AND EROSION CONTROL PLAN
P— 5 P.RELIMINAR Y TREE IN VEN TOR Y/REPL A CEMEN T PL AN
J 2003 RYAN ENGINEERING, INC.
is.A.H. NO. 17 -
_ — — — —
—E - = E E T
--- -- - — —G— — —G— — —IG —_ -
G— — —G— — �G�" — —G— -- —G——+—B=GA —
-- - -- - - -
T i— T i -�- tGoa , T
-- --- - — ---I-- --
ok
O J 5�
1-71
I
J -
{
i IL BLOCK
G— —
2 4
URLWOOQ
1 ADDITION / P Z10 Z a
00' 3'15E 197.72 4.19 -47
02„ _ Co6 W�_4,
00
—I —I Ss2
lsOUR
W �—"—.
--
I
1r
��- ` 18—IN
..& - - -�
LCI
I
DITCH
i
LEGEND
EXISTING
Sanitary Sewer -4— —
WATER — — —
HYD. W/VALVE
STORM SEWER - - -44
0' 50' 100' 150'
R an
Y
Engineering
LAND DEVELOPMENT SERVICES
434 Lake Street
Excelsior, MN 55331
(952) 380-5000
www.ryanengineering.com
I hereby certify that this plan, specification,
or report was prepared by me or under my
direct supervision and that I am a duly
registered Engineer under the laws of the
State of Minnesota.
Signature
Registration No.
Date
BURLWOOD
SECOND
Chanhassen, MN
for
Epic
Development,
LLC
Project No
Digital Drawing Name
bLr1wood2-prelim.dwg
Drown By
GLG
Checked By
PMR
Date
10/17/03
Revisions
Issued For: Date:
Schematic Design
Design Development .
Preliminary Review
Final Review _
Bidding
Construction
Existin.9
Conditions
Plan
Page
P-1
Z 2003 RYAN ENGINEERING, INC.
I
49
J
44
J
0
"
C.S.A.H. NO. 17
— S 00'58'55" W ---- -- 287.12
9 �� 95 0
95
I'
coBLOCK
13,18- P
2 ASCFs 13,52 4 2o �v�
II
I�
zN�s
1:2
2 �CAROL" EGYH-A
iZ1100
I
6722 4 0kRS 4w),
�13,646 Lo
R�WOODUz 3
ADDON LOCK L-- I 6 1 '9 00
00'23'15" E 197.72 64.
19
o R_1 .0
�0 co 4,\S4,3116 OENGLOW COURT
cn
4
-- - - -
"-- �. -LINE OF THE N0. 2'�0' OF THE S0. E. LINE OF THE WEST 200 FT LYING N'LY � � d ��
OF THE SO. 904 FT OF NW1/4 OF / 674' 'OF T}jE.W€$T'215 QF,NW1/4 0 GC��EN
SE1/4 OF SEC.2, T.116, R.23 w W. LINE OF THE NWl/4 OF J SE1/4, 06 SEC.2, T.11fi R.z3,..
N Li
SE1/4 OF SEC.2, T.116, R.z3 I ` N COURT '
w
o z (6 BOB & ETHELYN CHRISTENSEfUI \\
JON & LAURIE STE'-KMAN N = 6648 POWERS BLVD. o
1215 LUCY ROAD w
�w v
W Ow
� Ln \ m Z o e BOB & DIANE MARTINKA o w
o Cn
-
w 6650 POWERS BLVD. o
o v N W v
zW\ -� I �, �N���Q-
Jew `i O O �uw �7 S�
v1 %%�XTO. ,i�F: �� W 3 QO
o
Z O O _ J S w W O
I O � Z
l.� zoo oTyco
W. LINE OF THE NW1/4 OF
SE1 /4 OF SEC.2, T.116, R.23
DEVELOPMENT DATA LOT AREA DATA
ZONING:
EXISTING ZONING: RESIDENTIAL SINGLE FAM. DEVELOPMENT AREA 0.95t +/- AC
PROPOSED ZONING: Single -Family Residential - Rl
LEGAL DESCRIPTION LOT NUMBER AREA S.F.
BLOCK 1 1 13,527E
2 13,182E
Lot 1, Block 2, Bur/wood Additio^ 3 13,646E
To tat BL OCK I 40, 355E
DEVEL OPER: Avg. Lot Area 13, 452E
EPIC DEVELOPMENT, LLC
3441 ST. PAUL AVENUE Total Plat Area 40,355t
MINNEAPOLIS, MN 55416
0' 50' 100' 150
Ryan
Engineering
LAND DEVELOPMENT SERVICES
434 Lake Street
Excelsior, MN 55331
(952) 380-5000
www.ryanengineering.com
I hereby certify that this plan, specification,
or report was prepared by me or under my
direct supervision and that I am a duly
registered Engineer under the laws of the
State of Minnesota.
Signature
Registration No.
I
BURLWOOD
SECOND
Chanhassen, MN
for
Epic
Development,
LLC
i
Project No.
Digital Drawing Nome
burlwood2-prelim_dw9
Drown By
GLG
Checked By
PMR
Date
1o/n/o3
Re visions
Issued For: Date:
Schematic Design
Design Development .
Preliminary Review
Final Review _
Bidding T ---
Construction
Preliminary
Plat
Page
P-2
O 2003 RYAN ENGINEERING. INC.
I
—�L G -- — —G— -- —G--
— — — — — — — — — — I — —
II
T— -
I
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III
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BOCK
Ct. N HOB 17— T— E T — E — — — --&E — _
—�— —� =T= = i —E=T= =E=T=— —
- - - -
_ �
—G— G — —G— — --G—
12-in — \ —
F.E.S _
I=-T= T— T
2 7
URLWOOD
/ADDITION
11
BUILDING DATA
REFER TO ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS
SITE DATA
Sq. Ft. Acres
GROSS SITE AREA 40, 355t 0. 93f
RIGHT OF WAYS Of Of
NET SITE AREA 40, 355t 0.93f
SITE DENSITY
3 SINGLE-FAMILY DWELLING UNITS ON 0.93 AC. = 3.2 D.U./AC. - GROSS
3 SINGLE-FAMILY DWELLING UNITS ON 0.93 AC. = 3.2 D.U./AC. - NET
0
'X1STING
TO. SEWERo
B 0CK/
2
r
EXISTING 2 I _ -
SAN. SEWER
to
LOW' CQ T
n m
` 18—IN '-EXISTNG
{ - CONC. F. E. S WA TERMAIN
GOLDEN
0W
[EXISTING
HYDRANT -
LC I NOTE:
DIP H UNDERL PING STREP,T AND UTILITIES
PER BURL WOOD ADDITION i
I
LEGEND
EXISTING
Sanitary Sewer —
WATER —
HYD. W/VALVE
STORM SEWER —44
PROPOSED
SANITARY SEWER —d—
WATER — I
HYD. W/VALVE —44
STORM SEWER —44
7
Ryan
Engineering
LAND DEVELOPMENT SERVICES
434 Lake Street
Excelsior. MN 55331
(952) 380-5000
www.ryanengineering.com
I hereby certify that this plan, specification,
or report was prepared by me or under my
direct supervision and that I am a duly
registered Engineer under the laws of the
State of Minnesota.
Signature
Registration No.
BURLWOOD
SECOND
Chanhassen, MN
for
Epic
Development,
LLC
Project No
Digital Drawing Nome
bur1Wood2-prellim.dwg
Drown By
GLG
Checked By
PMR
Date
10/17/03
Revisions
Issued For: Date:
Schematic Design _
Design Development
Preliminary Review _
Final Review
Bidding _
Construction
Preliminary
Site + Utility
Plan
Page
P-3
0' 50' 100' 150'
C 2003 RYAN ENGINEERING, INC.
T— —ET--- —E— r _ — C■■A■H■ NO■ 17-
-
—E
r IG Gam'
c ` PROPOSED \ I
4' BERM \ 1 I
4
- — I T
- -1
-T
"" I
1
y ----- -PA
- — - - - — — -
- — — — M-_--�-�
02
T s I I 1004.0 1008.0 1
�C-1)�
L
008 1 .0 1012.0 T�f
1006.0 1008.0 o (4) I
T J 4
I
18—IN —
,Y ebw. F E. S `� 0
996.0
OVERFLOW ELEV. 4.
,� �WJ
LJ
ry
J ( C)
�,� i
I
II'
W I I I
I
No rE
I GRADING OUTSIDE LIMITS OF BURLWOOD SECOND
INCLUDING GOLDEN GLOW COURT WILL BE COMPLETED BACK Yl,RD ELEV. (LO)
METHOD DURING CONSTRUCTION OF BURLWOOD ADO'N. BASEMENT ELEV. (WO)
25.0 GENERAL HOUSE PAD PREP. AREA
1. Place the sedimentation control fabric side of the fence in the direction LQ HGU SE TYPE
of the anticipated sediment flow (net side of the system away from the
flow) and position the poles against the back wall of the trench. 29.0 FINISHED FIRST FL. ELEV.
2. Use a sledge hammer or similar device to drive the poles into the ground 27.E GARAGE FLOOR ELEVATION
until the bottom of the industrial netting is approximately 2" below ground level. (See diagram) GENERAL GRADING AND DRAINAGE NO TES
3. Lay the bottom 6" of sedimentation control fabric into the trench. —
4. Backfill the trench with native soil and compact.
10
FABRIC
BACKFILL
SOIL
TOE -IN TRENCH FOR FABRIC
TYPE / SIL T FENCE
DI VERSIONA R Y DIKE
NC' ---Ole
CONTRACTOR SHALL CONTACT GOPHER STATE "ONE CALL" FOR UTILITY LOCATIONS AT 651-454-0002
THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING UTILITIES AND
TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD —VERIFY PRIOR TO CONSTRUCTION. THE
CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS.
ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER GRADES UNLESS SHOWN
OTHERWISE REFER TO PAVING PLAN FOR DETAILED SPOT ELEVATIONS, GRADE PERCENTAGES, AND
VERTICAL CURVE INFORMATION.
ALL SILT FENCE SHALL BE IN PLACE PRIOR TO INITIATION OF EARTHWORK AND SHALL BE
MAINTAINED UNTIL VIABLE TURF OR GROUND COVER IS ESTABLISHED, AT WHICH TIME IT SHALL BE REMOVED.
TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TO THE GRADING.
THE CONTRACTOR SHALL USE A ROCK CONSTRUCTION ENTRANCE ACCORDING TO THE DETAILS. ALL STREETS
DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY.
THE CONTRACTOR SHALL INSURE POSITIVE DRAINAGE IS MAINTAINED FROM THE SITE AT ALL TIMES.
CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING, OR OTHER MEANS REQUIRED TO
INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS
MUST BE PROVIDED WITH A POSITIVE OUTFLOW.
ALL AREAS DISTURBED AS A RESULT OF CONSTRUCTION SHALL BE IMMEDIATELY RESTORED WITH SEED
AND DISC MULCHED OR WOOD -FIBER BLANKET OR SOD IN ACCORDANCE WITH THE APPROVED PLANS WITHIN
TWO WEEKS UPON COMPLETION OF EACH ACTIVITY IN ACCORDANCE WITH THE CITY'S BEST
MANAGEMENT PRACTICE HANDBOOK.
TOTAL DISTURBED AREA =0.95 ACRES +/—
TOTAL PROPOSED PROJECT AREA = 0.77 ACRES +/-
LEGEND
EXISTING CONTOURS EXISTING
927 PROPOSED CONTOURS SANITARY
SEWER-4-SILT FENCE WATER I —
HYD. W/VALVE —1— - 0
x EXISTING SPOT ELEVATION STORM SEWER —44
93.!
X95 0 PROPOSED SPOT ELEVATION
815.5 FINISHED FLOOR ELEVATION
DRAINAGE DIRECTION
. ) DENOTES BERM LIMITS
0' 50' 100' 150'
Ry F
Engineering
LAND DEVELOPMENT SERVICES
434 Lake Street
Excelsior, MN 55331
(952)380-5000
www.ryanengineering.com
I hereby certify that this plan, specification,
or report was prepared by me or under my
direct supervision and that I am a duly
registered Engineer under the laws of the
State of Minnesota.
Signature
Registration No.
BURLWOOD
SECOND
Chanhassen, MN
for
Epic
Development,
LLC
Project No
Digital Drawing Name
burlwood2-prelim.dwg
Drown By
GLG
Checked By
FM
Date
10/17/03
Re visions
ssued For- _ Date:
Schematic Design
Design Development .
'reliminary Review
=inal Review
3idding
construction
Preliminary
Grading
Plan
'age
P-4
'Z 2003 RYAN ENGINEERING. INC.
=-ET=
--- ---L
PROPOSED
u 'BERM
C..A■H= N0.-17— E _ — L — —E — —E= T — _E= T =
— — -- — - —r,—
/ I
PROPOSED \
4' BERM ~ \
-T— Tom= —T— — —T—
_ �— e bOv
. `L
L le
hb
2
�p
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-z �a `',
2 4 I � i B3 C ��A DDI TI 0N 0� �� � � �\ ,� ��'�URLWOOD
IL�� ,
f'
^O�^O'L
J rya
'W a
�p � hR � na . •r
BASELINE TREE CANOPY COVERAGE CALC.
CALCULATIONS WERE PREVIOUSLY SUBMITTED WITH BURLWOOD ADDITION.
INVENTORY AND REPLACEMENT NUMBERS INCLUDED THIS PARCEL.
REQUIRED TREE CANOPY COVERAGE CALC.
CALCULATIONS WERE PREVIOUSLY SUBMITTED WITH BURLWOOD ADDITION.
INVENTORY AND REPLACEMENT NUMBERS INCLUDED THIS PARCEL.
I
LCL
DITCH
h�
h
-- C -
0' f' 1 UU' I IJU
R
Y an
Engineering
LAND DEVELOPMENT SERVICES
434 Lake Street
Excelsior, MN 55331
(952) 380-5000
www.ryanengineering.com
I hereby certify that this plan, specification,
or report was prepared by me or under mo
direct supervision and that I am a duly
registered Engineer under the laws of the
State of Minnesota.
Signature
Registration No.
Date
BURLWOOD
SECOND
Chanhassen, MN
for
Epic
Development,
LLC
Project No
Digital Drawing Name
blrlwood2-preGm.dwg
Drawn Sy
GLG
Checked By
PMR
Date
1o/n/o3 _
Revisions
Issued For Date:
Schematic Design _- - -
Design Development
Preliminary Review
Final Review
Bidding
Construction
Tree
Inventory/
Replacement
Plan
Page
P-5
2003 RYAN ENGINEERING, INC.
' AKE
MINNFTONNA
)I ALBANS
SHOREWOOD
EXCELSIOR .wv
' CiRIS *MAS
� A✓E
SITE
CHANHASSEN
I vuNRY MAP
Preliminary Plans
For
BURLWOOD
Chanhassen, Minnesota
DEVELOPER:
Epic Development, LLC
3441 St. Paul Avenue
Minneapolis, MN 55416
(612) 730-2814
CIVIL ENGINEER:
a:4n
Engineering
LAND DEVELOPMENT SERVICES
434 Lake Street
Excelsior, MN 55331
(952) 380-5000
(952) 380-5010 (Fax)
www.ryanengineering.com
CITY 9WEC SEN
S E P 2 9 2003
ENGINEERING DEPT.
Official Copy
Community Development Dept
Re vised 9129103
INDEX
SHEET NO. DESCRIPTION
COVER SHEET
P-1 EXISTING CONDITIONS
P-2 PRELIMINARY PLA T
P-3 PRELIMINARY SITE AND UTILITY PLAN
P-4 PRELIMINARY GRADING AND EROSION CONTROL PLAN
P-5 PRELIMINARY TREE INVENTORY/REPLACEMENT PLAN
(() 2003 RYAN ENGINEERING. INC.
fs— — — =iSt— — E —
_�= E T — — — — _ ��
g— � -i f = ___E — T = � ---tom —E — 7 _ _E
m
--- — ��— —C:— — — —_I
�_--
- — — — -� — T I T
r � /
I
I I /
� conic. F L.s
I
ya'07
Rn
Engineering
LAND DEVELOPMENT SERVICES
434 Lake Street
Excelsior, MN 55331
(952)380-5000
www,ryanengineering.com
I hereby certify that this plan, specification,
or report was prepared by me or under my
direct supervision and that I am a duly
registered Engineer under the Taws of the
State of Minnesota.
Signature
Registration No.
Date --
BURLWOOD
Chanhassen, MN
1 for
it
I
Epic
� I
Development,
LLC
DIT;i1 �ro�ecf !vo.
i
Digital Drawing Name
nev4ayout-14r2.dwg
By
GLG
Checked By
PMR
Dote
7/3/03
i
e visions
7/18/03 Revieed &rbmittal
9/29/03 Per City Camiente
LEGEND
EXISTING
Sanitary Sewer - -- -
WATER
HYD. W/VALVE - "a
STORM SEWER — 44
PROPOSED
SANITARY SEWER —4
WATER — I
HYD. W/VALVE —I—�
STORM SEWER —44
Issued For Date
Schematic Design
Design Development .
Preliminary Review
Final Review
Bidding
Construction
Existing
Conditions
Plan
Page
P-1
0' 5C 50'
2003 RYAN ENGINEERING, INC.
M
C.S,A.H. NO, 17
S 00'58'55" W
881.47
S 00'58'55" W , 841.44
100 90 90 90 134 _ 287
�0
CO — -- -- - I _
N o �7 13L_lif\ — -- I I I"-' 5 �� 12I.00 I ^ ory 40,355 SF
P
W N j I I i t 3 I I I I 15,029 SF Ih"
_ 2 4 I� 1
_ion o
W I l0 18,856 SF I
rn O N� I IN I IN I I� 18,688 SF I _ 134
I�
� o I 1 II II II I —
_OCK _—
C
00 I 21,052 SF I I I I 18,772 SF I I I I 6
cn I I I I I I I l0 15,062 SF
n
2
0
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tT
N ;
N CAR0L EGYHAZI
00 _ 720- POVkRS E VD.
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00
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II II
II II
100 J L 90
40.00 — — --
90 90
-- — —J L 90 1�0
�
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N 00 23 15 E 240.04
122 O
W N 00'23'15" E
411.34 7
_ 78 ao
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N 007315 E 230.03
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1 F E k
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(
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°°
-
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05
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- u
DEVELOPMENT DATA
ZONING:
EXISTING ZONING: RESIDENTIAL
PROPOSED ZONING: One —Family Residential — R1-9.5
LEGAL DESCRIPTION
That part of the Northwest Quarter of the Southeast Quarter of Section
2, Township 116 North, Range 23 West of the West Principal Meridian,
lying westerly of the center line of County State Aid Highway No. 17,
EXCEPTING there from the four following described parcels of land.
Exceptions:
1. The South 434.00 feet of the above described property.
2. The North 240.00 feet of the South 674.00 feet of the West 215.00
feet of said Northwest Quarter of the Southeast Quarter.
J. The North 230.00 feet of the South 904.00 feet of the West 190.00
feet of said Northwest Quarter of the Southeast Quarter,
4. The part of the West 200.00 feet of said Northwest Quarter of the
Southeast Quarter, lying Northerly of the South 904.00 feet of said
Northwest Quarter of the Southeast Quarter.
DEVEL OPER.
EPIC DEVELOPMENT LLC
3441 ST PAUL AVENUE
MINNEAPOLIS, MN 55416
LOT AREA DATA
SINGLE FAM. DEVELOPMENT AREA
LOT NUMBER
BLOCK 1 1
2
3
4
5
6
BLOCK 2 1
AREA S. F.
21, 052f
18, 856t
18, 772t
18, 688t
15, 029t
15, 062t
40,355t
Total BLOCK 1 & 2 147,814t
5.17t +/— A'
Avg. Lot Area 21,116t
OUTLOT A 1,469i
OUTLOT B 750t
ROW 75, 056t lial-
Total Plot Area 225,384t
R 7
n
y
Engineering
LAND DEVELOPMENT SERVICES
434 Lake Street
Excelsior. MN 55331
(952) 380-5000
www.ryanengkreering com
I hereby certify that this plan, specification,
or report was prepared by me or under my
direct supervision and that I am a duly
registered Engineer under the laws of the
State of Minnesota.
Signature
Registration No.
Date
BURLWOOD
Chanhassen, MN
for
Epic
Development,
LLC
Project No.
Digital Drawing Norm
new1ayout-14r2.dwg
Drown By
GLG
Checked By
PMR
Date
7/3/03
Revisions
7/18/03 Revised Slbrtvttel
9/29/03 Per City Comments
Issued For Date
Schematic Design
Design Development .
Preliminary Review
Final Review
Bidding
Construction
Preliminary
Plat
Page
P-2
2003 RYAN ENGINEERING, INC.
C. .A.H. NO. 17 - - — -- -
T -- — - T— —LT -� —ET= _ =ET= _�_ _ _ _T_ _ — _ —E 5t —E— — —
_— �_ �— —Tg- — —T— € —T--�- =T= =E =T= -F = I =E=T= _E=T= =�B -
- r. - m
S 00'58'S5" W
881.47
- -- — — —
LI O BREAK-IN
HLO
�STINGnMH TO F.ES
E
- - - -I- -I- - -I- -S-W5$•5�„-WI- - -I -I- -I r- T- - -r- -r- F
- — f00 - — —IJ_ —
_ 84r4� Q -
r<, —287—- --
n N o BLOCK
LLI (N
z
O W O
N
O O
N
i�00
10
0
00
00
�N
60'x 60'
PAD
(TYPICAL)
0 100 90 90
N 00*23'15" E 411.34
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0
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M I I Q O� K/ PROPOSED r� '
I STO. SEWER PROPOSED �
r CHAMBER [ SAN. SEWER
46
90 CONNECT TO EXIST WM I '
O W/TAP22NG VALVE 5$ A IN 30- N 00'23 15 E
g Y0 18-IN PROPOSED
` COMIC. F. E. S WA TERMAIN
N 00• 23 15 E 230.03
LL; 0
O
CN
—PROPOSED
M STORMCEPTOR
00
i
PROPOSED TEMP AR
CUL-DE-SAC
FUTURE ROW &
ROADWAY CONNECTION
i
L PROPOSED
HYDRANT
I I
I i
BUILDING DATA
REFER TO ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS.
SITE DATA
GROSS SITE AREA
RIGHT OF WAYS
NET SITE AREA
SITE DENSITY
Sq. Ft.
Acres
225, 384i
5.17E
75, 056t
1.72E
150,328t
3.45t
7 SINGLE-FAMILY DWELLING
UNITS
ON
5.17
AC.
= 1.35
D.U./AC
- GROSS
7 SINGLE-FAMILY DWELLING
UNITS
ON
3.47
AC.
= 2.02
D. U./AC.
- NET
GENERAL U T/L / T Y N O TES
THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION
AND NOTIFY THE OWNER OF ANY DIFFERENCES.
ALL WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY
STANDARD SPECIFICATIONS, PROJECT SPECIFICATIONS OR AS MODIFIED HEREIN.
UNLESS OTHERWISE NOTED, OR AS SPECIFIED IN THE ABOVE NOTE, ALL
MATERIALS, CONSTRUCTION TECHNIQUES AND TESTING SHALL CONFORM
TO THE 1999 ED. OF THE "STANDARD UTILITIES SPECIFICATIONS FOR WATER
MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER
INSTALLATION BY THE CITY ENGINEERING ASSOCIATION OF MINN. " AND TO THE
"STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION" MINN. DEPT. OF TRANS.,
2000 EDITION, INCLUDING THE CURRENT ADDENDUM.
THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE
OF THE PROPERTY LIMITS.
SEE ARCH. PLAN FOR EXACT BLDG. LOCATION. SEE SITE PLAN FOR LAYOUT DIMENSIONS.
SERVICE ENTRY LOCATIONS TO BE COORDINATED WITH THE ARCHITECT.
VERIFY EXISTING INVERT LOC. & ELEV. PRIOR TO BEGINNING CONSTRUCTION.
THE WATER SERVICE SHALL BE INSTALLED WITH A MIN. OF 7.5 FT. OF COVER.
ALL STORM SEWER PIPE SHALL BE CLASS 5 UNLESS OTHERWISE NOTED.
THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE (-ALL" FOR
FOR UTILITY LOCATIONS PRIOR TO UTILITY INSTALLATION.
LEGEND
Sanitary Sewer 4 — —
WATER — -
HYD. W/VALVE -
STORM SEWER
PROPOSED
SANITARY SEWER �—
WATER — I
HYD. W/VALVE —I—♦
STORM SEWER —N
01 9 0 �"� XM �
Ryan
Engineering
LAND DEVELOPMENT SERVICES
434 Lake Street
Excelsior. MN 55331
(952) 380-5000
www.ryanengineering.com
I hereby certify that this plan, specification,
or report was prepared by me or under my
direct supervision and that I am a duly
registered Engineer under the laws of the
State of Minnesota.
Signature
Registration No.
Date
BURLWOOD
Chanhassen, MN
for
Epic
Development,
LLC
Project No.
newlayout-14rZdwg
Digital Drawing Name
Drawn By
GLG
Checked By
PMR
Dote
_ 7/3/03
Re visions
7/18/03 Revised Submittal
9/29/03 Per City Comments
Issued For Date:
Schematic Design _
Design Development
Preliminary Review
Final Review
Bidding
Construction
Preliminary
Site + Utility
Plan
Page
P-3
0' 50' 100' 150
2003 RYAN ENGINEERING, INC.
I
- ---- ---- - ----
_- CoOnA.H. We 17 - — - --- - --- - - -- —E -- - -E - - - -
T - -- —— --or— — — — _
— �— — _ _ = �_ �--T._.-ram T= E —�T — E — — — E — — —� E — -
- — —E — — — — — � — 6-- — —T— —T-- —r— —T— — —T= —r= --Ee —�
PROPOSED
4'BERM PROPOSED
+o° 4' BERM
o Ir;a_
- - - -
T ; L
i l� -
.,Y O
0
�I J
� W
J
w I�
w I
I !II
wl
1005.0
3.0
METHOD
�aiie
•�: •
—try—
L 992--"'
996.0 =
OVERFLOW ELEV.
POND
HWL-996.0
NWL=995.0
1. Place the sedimentation control fabric side of the fence in the direction
of the anticipated sediment flow (net side of the system away from the
flow) and position the poles against the bock wall of the trench.
2. Use a sledge hammer or similar device to drive the poles into the ground
until the bottom of the industrial netting is approximately 2" below ground
level. (See diagram)
3. Lay the bottom 6" of sedimentation control fabric into the trench.
4. Backfill the trench with native soil and compact.
R.
FABRIC
BACKFILL
SOIL
TOE -IN TRENCH FOR FABRIC
TYPE / SIL T FENCE
DI IIERSIONA R Y DIKE
No to scale
` T
2 3 m
1100
4
998.0 o ~� B 0
IJ
p Q O
N (0 GV
4 0 0 0 0 0�0
6 I o T r;. -_ -- - N
GENERAL GRADING AND D-�AINAGE NOTES
CONTRACTOR SHALL CONTACT GOPHER STATE "ONE CALL" FCR UTILITY LOCATIONS AT 651-454-0002
THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATE"
d OF EXISTING UTILITIES AND
TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD -VET
-Y PRIOR TO CONSTRUCTION. THE
CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF
Y DISCREPANCIES OR VARIATIONS.
ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINi
) SURFACE/GUTTER GRADES UNLESS SHOWN
OTHERWISE. REFER TO PAVING PLAN FOR DETAILED SPOT EL
/ATIONS, GRADE PERCENTAGES, AND
VERTICAL CURVE INFORMATION.
ALL SILT FENCE SHALL BE IN PLACE PRIOR TO INITIAT70N OF
ARTHWORK AND SHALL BE
MAINTAINED UNTIL VIABLE TURF OR GROUND COVER IS ESTA6
iHED, AT K1q1CH TIME IT SHALL BE REMOVED.
TEMPORARY PONOING, DIKES, HAYBALES, ETC., REQUIRED BY
�E CITY SHALL BE INCIDENTAL TO THE GRADING.
THE CONTRACTOR SHALL USE A ROCK CONSTRUCTION ENTRA
E ACCORDING TO THE DETAILS. ALL STREETS
DISTURBED DURING WORKING HOURS MUST BE CLEANED AT
END OF EACH WORKING DAY.
THE CONTRACTOR SHALL INSURE POSITIVE DRAINAGE IS MA1A
=INED FROM THE SITE AT ALL TIMES.
CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCH:
-,, PIPING, OR OTHER MEANS REQUIRED TO
INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW PG .
-S IN ROADWAYS OR BUILDING PADS
MUST BE PROVIDED WITH A POSITIVE OUTFLOW.
ALL AREAS DISTURBED AS A RESULT OF CONSTRUCTION SHX_
BE IMMEDIATELY RESTORED WITH SEED
AND DISC MULCHED OR WOOD -FIBER BLANKET OR SOD IN AI
JRDANCE WITH THE APPROVED PLANS WITHIN
TWO WEEKS UPON COMPLETION OF EACH ACTIVITY IN ACCOP.
,VCE WITH THE CITY'S BEST
MANAGEMENT PRACTICE HANDBOOK.
TOTAL
DISTURBED
AREA = 2.9 ACRES +/-
TOTAL
PROPOSED
PROJECT AREA = 5.2 ACRES
+/-
BACK YARD ELEV. (LO)
BASEMENT ELEV. (WO)
25.0 GENERAL HOUSE PAD PREP. AREA
LO HOUSE TYPE
29.0 FINISHED FIRST FL. ELEV.
27.0 GARAGE FLOOR ELEVATION
LEGEND
EXISTING CONTOURS
EXISTING
927
PROPOSED CONTOURS
SANITARY SEWER -
WATER
SILT FENCE
HYD. W/VALVE �d
EXISTING SPOT ELEVATION
STORM SEWER
p
PROPOSED SPOT ELEVATION
PROPOSED
Xg5
SANITARY SEWER —4
815.5
FINISHED FLOOR ELEVATION
WATER — I
HYD. W/VALVE —1-4
DRAINAGE DIRECTION
STORM SEWER —«
DENOTES BERM LIMITS
7
Ry an
Engineering
LAND DEVELOPMENT SERVICES
434 Lake Street
Excelsior. MN 55331
(952)380-5000
www.ryanengineering.com
I hereby certify that this plan, specification,
or report was prepared by me or under my
direct supervision and that I am a duly
registered Engineer under the laws of the
State of Minnesota.
Signature
Registration No
■ Date
BURLWOOD
Chanhassen, MN
for
Epic
Development.
LLC
''roject No
Digital Drowing Nome
newlayout-14r2.dwg
J'own By
GLG
Checked By
PMR
Dote
7/3/03
'fie visions
7/18/03 Revised &brni
9/29/03 Per City Comments
Issued For Date
Schematic Design
Design Development .
Preliminary Review
Final Review
Bidding
Construction
Preliminary
Grading
Plan
Page
P-4
0' 50' 100' 150
2003 RYAN ENGINEERING, INC.
-- I
- - - - -- I — - ET._ Cn$mA.H. NO. 17 --- - - -- — - - -
T -- - -- - - - . — -- —�- —_ _ _ _ _ — _ —� — — E -�- — E — — —
T— �— — —Tg— —T— — �� —T _E —T= _� _E—T= _E
PROPOSED \ \ —
4'BERM 3 PROPOSED
n 4' BERM
—� — �J— �i — —� — ice— — — p T— Ti — T— T
_ f Vie— ap
o o� h 4a o ati
--------- ----- - - - - - - T
'
i / I1
r
6� 6 �, a
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b � P
LJ
h. 'j
i b 0
C�
,I I
j
i
II i�
I
BASELINE TREE CANOPY COVERAGE CALC.
TOTAL PLAT ARE -
WETLAND =
NET PLAT ARE
BRUSH/TREE COVERAGE _
(EXCLUDING WETLANDS)
TREE CANOPY COVERAGE
z ;
83t 5
REQUIRED TREE CANOPY COVERAGE CALC.
10TAL EXISTING CANOPY COVERAGE ON SITE = 35%
REQUIRED CANOPY COVERAGE (LOW DENS. RESID.) = 25%
REPLACEMENT REQUIRED:
TARGET CANOPY - EXISTING CANOPY X UPLAND AREA DIVIDED BY 1089
(25%-35% _ -10%) -10% X 229,583/1089 = -21 TREES
PLUS
EXISTING COVERAGE REMOVED (13%) X 1.2 (PENALTY) DIVIDED BY 1089
34,089 X 1.2/1089 = 36 TREES
TOTAL TREE REPLACEMENT REQUIRED = 15
a INDICATES REPLACED DEC. TREE (9)
iNDICATES TRANSPLANTED CONF. TREE (44)
TREES REPLACED = 53
MMII
IMEM
H
PLANT LIST
SYMBOL. CITY COMMON NAME SIZE
9 LARGE TREES TO INCLUDE THE FOLLOWING:
PATMORE ASH 2-1/2- B&B
ylka.F" GREENSPIRE LINDEN 2-1/2"" B&B
AMERICAN LINDEN 2-1/2"" B&B
EMERALOD LUSTTRE MAPLE 2-1/2"' B&B
NORTHWOOD MAPLE 2-i/2"" B&B
PIN OAK 2-1/2 B&B
IMPERIAL HONEYLOCUST 2-1/2 " S&B
NOTE BASED UPON PLANT AVAILABILITY, THE DEVELOPER RESERVES THE RIGHT
TO SUBSTITUTE THE ABOVE TREES WITHIN THE SAME CATAGORY WITH
PRIOR APPROVAL FROM THE CITY OF CHANHASSEN. THE TREES PLANTED WILL BE BASED
UPON AVAILABILITY IN THE SPRING OF 2002 AT WHICH TIME A PLAN SHALL BE SUBMITTED.
TREES MUST BE FROM THE APPROVED LIST OF DESIRABLE SPECIES.
(PREFERENCE GIVEN FOR TREES DESIGNATED AS NATIVE)
NO MORE THAN ONE-THIRD (1/3) OF THE TREES MAY BE FROM ANY ONE (1) TREE SPECIES.
TREES SHALL AVERAGE AT LEAST TWO -AND -ONE -HALF -INCH CALIPER AND MAY BE
A MINIMUM OF ONE -AND -ONE -HALF -INCH CALIPER.
NOT LESS THAN TWENTY (20) PERCENT OF THE TREES SHALL BE CONIFERS.
CONIFER TREES SHALL AVERAGE SEVEN (7) FEET AND SHALL BE A MINIMUM
OF SIX (6) FEET IN HEIGHT.
TREES SHALL BE USED THAT ARE ARE APPROPRIATE TO THE SOIL CONDITIONS FOUND ON THE SITE AND
TREES SHALL BE FROM CERTIFIED NURSERY STOCK AS DEFINED AND CONTROLLED BY MINNESOTA
STATUTE SECTIONS 18.44 THROUGH 18.61, THE PLAN PEST ACT.
Ryan
Engineering
LAND DEVELOPMENT SERVICES
434 Lake Street
Excelsior, MN 55331
(952) 380-5000
www.ryanengineering.com
hereby certify that this plan, specification,
or report was prepared by me or under my.
direct supervision and that I am a duly
registered Engineer under the laws of the
State of Minnesota.
Signature
Registration No.
..,ate
BURLWOOD
Chanhassen, MN
for
Epic
Development,
LLC
O'oject No.
Digital Drawing Nome
newlayout-142.dwg
Drown By
GLG
Checked By
PMR
Dote
7/3/03
Revisions
7/18/03 Revised Submittal
9/29/03 Per City Comments
I
Issued For Date:
Schematic Design
Design Development .
Preliminary Review
Final Review
Bidding
Construction
Tree
Inventory/
Replacement
Plan
Page
P-5
0' 50' 100' -
�J 2003 RYAN ENGINEERING, INC
—E— —
LI PROPOSE(
!I 4' BERMS
-
_� BLOCK
i
jjj ; i O
,I
III r
�- V w
2 boo- 669 61,.
b7y 61ti ��
O ,oF� Ga4 gyp. e, to Wt;
ICO
�
1
LLI
I
U,
III
0
�I I�
C. .A.H. NO. 17 --- ---- — --- - -- —
_ E —
T�- —T —E — —�- — _
- � ' _-G - -—E T — —E = T = =fie q —
FI
- � 1
—° I T T— — —T_— —T
rrI
h % —
I
1
��.
4
�ro
b�
6
a
;I
Ul
7
BASELINE TREE CANOPY COVERAGE CALC.
13TAL PLAT AREA =
:,LTLAND =
:.EI PLAT AREA =
6RUSH/TREE COVERAGE _
LEXCLUDING WETLANDS)
'kEE CANOPY COVERAGE
229,583t SF
Ot SF
229,583t SF
79,465t SF
79,465t SF (35% EXISTING COVERAGE)
REQUIRED TREE CANOPY COVERAGE CALC.
-3T.AL EXISTING CANOPY COVERAGE ON SITE = 35%
iEQUIRED CANOPY COVERAGE (LOW DENS. RESID.) = 25%
REPLACEMENT REQUIRED:
TARGET CANOPY — EXISTING CANOPY X UPLAND AREA DIVIDED BY 1089
(25%-35% = —10%) —10% X 229.583/1089 = —21 TREES
PLUS
EXISTING COVERAGE REMOVED (5%) X 1.2 (PENALTY) DIVIDED BY 1089
4,300 X 1.2/1089 = 5 TREES
TOTAL TREE REPLACEMENT REQUIRED = —16
u' INDICATES REPLACED DEC. TREE (0)
INDICATES TRANSPLANTED CONF. TREE (12)
TREES REPLACED = 12
v o
B C Kf . A
PLANT LIST
SYMBOL L)TY COMMON NAME SIZE
9 LARGE TREES TO iNC-vZL TnE FOLLOWING:
PATMORE ASH 2-1f2- B&B
GREENSPIRE LINDEN 2_1/2.• B&B
AMERICAN LINDEN 2-1/2 B&B
EMERALOD LUSifHE MAP�L 2-1/2-- B&B
NORTHWOOD MAPLE 2_1/2•• B&B
PIN OAK 2-
IMPERIAL B&B
IMPERIAL HONE YLGt.J:,i 2_1 2 B&B
NOTE. BASED UPON PLANT Av,+,. ,::,..-i, THE DEVELOPER RESERVES THE RIGHT
TO SUBSTITUTE THE ABO"L WITHIN THE SAME CATAGORY WITH
PRIOR APPROVAL FROM FIL ::.; LF CHANHASSEN, THE TREES PLANTED WILL BE BASED
JPON AVAILABILITY IN THE OF 2002 AT WHICH TIME A PLAN SHALL BE SUBMITTED.
TREES MUST BE FROM 1,,;: nG,ED LIST OF DESIRABLE SPECIES.
(PREFERENCE GIVEN FOrt TRLL� G,F&GNATED AS NATIVE)
NO MORE THAN ONE-THIRD ( ,3) OF THE TREES MAY BE FROM ANY ONE (1) TREE SPECIES.
TREES SHALL AVERAGE AT Lr �:I Iwo -AND -ONE -HALF -INCH CALIPER AND MAY BE
A MINIMUM OF ONE-ANG-mot. r_-MALF-INCH CALIPER.
NOT LESS THAN TWENIr (2u; HERCENT OF THE TREES SHALL BE CONIFERS.
CONIFER TREES SHALL �.ERA�L �,E✓EN (7) FEET AND SHALL BE A MINIMUM
OF SIX (6) FEET IN HE..n1,
TREES SHALL BE USED THAT ARE ARE APPROPRIATE TO THE SOIL CONDITIONS FOUND ON THE Si(E AND
TREES SHALL BE FR"I CERTIFIED NURSERY STOCK AS DEFINED AND CONTROLLED BY MINNESOTA
STATUTE SECTIONS 18 44 THROUGH 18.61, THE PLAN PEST ACT.
Ryan
Engineering
LAND DEVELOPMENT SERVICES
434 Lake Street
Excelsior, MN 55331
(952) 380-5000
www.ryanengineerir)g.com
I hereby certily that this plan, specificatiun,
or report was prepared by me or under my
direct supervision and that I am a duly
registered Engineer under the laws of the
State of Minnesota.
Signature
Registration No.
Date
i
I
i
BURLWOOD
Chanhassen, MN
for
Epic
Development,
LLC
PrO"'act No.
Digital Drawing Name
newlayout-142.dwg
Drown, ter;
GLG
PMR
Dote --- ---- -- -------
7/3/03
Revisions ----- --
7/18/03 Revised Submittal
8/15/03 Revised Submittal
Issued For Date:
Schematic Design
Design Development
Preliminary Review
Final Review
Bidding
Construction
Tree
Inventory/
Replacement
Plan
Page
l 2003 RYAN ENGINEERING, INC
_ I.f I
L.
I
- - -- -- = s T LL-
C. .A.H. NO. 17 T� E--_-� - E — T �� —, � -� — Tom- . � _— —E _ T-� _-E
- - —G-- — —G— -- G— — —G— -- �G�°- —G -- =G— v---6-G-
II PROPOSED—
Ga 4' BERMS
I
_ 1
- - fit = - -- - --- i --I------!--I---- I _-___-� I i—I ---1--
O I i .-F T �.— T T I z
i 2 /
II -- i nG? 1
T 1004.0 I 1004.0 1006.0 I 5
1008.0 J 1008.0 1008.0
ll`
0
ITS
>
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x
0
m
w
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I
LLJ
Ld
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I I
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r7
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,I o
,' 1J
05.0 998.0 998.0 998.0 I ° E5 2 — -:- �-
08.0 3
! -
N
O (O CV
4 -1 ,
—99C� 992 Ir
sss. o
OVERFLOW ELEV. I`
POND
HWL=996.0
NWL=995.0
METHOD
1- Place the sedimentation control fabric side of the fence in the direction
of the anticipated sediment flow (net side of the system away from the
flow) and position the poles against the back wall of the trench.
2. Use a sledge hammer or similar device to drive the poles into the ground
until the bottom of the industrial netting is approximately 2" below ground
level. (See diagram)
3. Lay the bottom 6" of sedimentation control fabric into the trench.
4. Backfill the trench with native soil and compact.
]i
ER FABRIC
,CT BACKFILL
V NATIVE SOIL
TOE -IN TRENCH FOR FABRIC
T YPE l SILT FENCE
DI VERSIONAR Y DIKE
,'Vot to scale
GENERAL
GRADING
AND
J INA
GE
NO TES
CONTRACTOR SHALL
CONTACT GOPHER STATE
"ONE CA'__
.. r-C4 U'tUTY LOCATIONS
AT 651-454-0002
THE CONTRACTOR SHALL VERIFY THE LOCA77ON AND L 4T71;T OF EXISTING U77LI77ES AND
TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIEL C-- VEP-)' PRIOR TO CONSTRUC770N. THE
CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINES- (A%Y '?!SCREPANCIES OR VARIATIONS.
ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO i ,%;;SH:=p SURFACE/GUTTER GRADES UNLESS SHOWN
OTHERWISE. REFER TO PAVING PLAN FOR DETAILED SP:; - EL 1A "IONS, GRADE PERCENTAGES, AND
VERTICAL CURVE INFORMATION.
ALL SILT FENCE SHALL BE IN PLACE PRIOR TO IN/TIATIGN OF -_ARTHWORK AND SHALL BE
MAINTAINED UNTIL VIABLE TURF OR GROUND COVER IS --STAB,_;SHED, AT WHICH 77ME IT SHALL BE REMOVED.
TEMPORARY PONDING, DIKES, HAYBALES ETC., REQUIRcO BY --IE CITY SHALL BE INCIDENTAL TO THE GRADING.
THE CONTRACTOR SHALL USE A ROCK CONSTRUCTION NTRAI�CE ACCORDING TO THE DETAILS. ALL STREETS
DISTURBED DURING WORKING HOURS MUST BE CLEANED AT TI-.7 END OF EACH WORKING DAY.
THE CONTRACTOR SHALL INSURE POSITIVE DRAINAGE i5 .MAINTAINED FROM THE SITE AT ALL TIMES.
CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY OITCHt5, PIPING, OR OTHER MEANS REQUIRED TO
INSURE PROPER DRAINAGE DURING CONSTRUCTION. LO N POINTS IN ROADWAYS OR BUILDING PADS
MUST BE PROVIDED WITH A POSIT7VE OUTFLOW.
ALL AREAS DISTURBED AS A RESULT OF CONS7RU(-T',V SHAL. BE /MMEDATELY RESTORED WITH SEED
AND DISC MULCHED OR WOOD -FIBER BLANKET OR SOc ".' AC---:)RDANCE WITH THE APPROVED PLANS WITHIN
TWO WEEKS UPON COMPLETION OF EACH ACTMT; r;V A: )RE-,VCE ,,t,"ru THE CITYS BEST
MANAGEMENT PRACTICE HANDBOOK.
TOTAL DISTURBED AREA = 2.54 ACRES +/-
TOTAL PROPOSED PROJECT AREA = 5.17 ACRES
BACK YARD ELEV. (LO)
BASEMENT ELEV. (WO)
25.0 GENERAL HOUSE PAD PREP. AREA
LO HOUSE TYPE
29.0 FINISHED FIRST FL. ELEV.
27.0 GARAGE FLOOR ELEVATION
R an
7
Engineering
LAND DEVELOPMENT SERVICE'S
434 Lake Street
Excelsior. MN 55331
(952) 380-5000
www.ry anengineering com
I hereby certify that this plan, speciflcoW,
or report was prepared by me or under n
direct supervision and that I am a duly
registered Engineer under the lows of the
State of Minnesota.
Signature
Registration No.
Date
BURLWOOD
Chanhassen, MN
for
Epic
Development..
LLC
'.y,.. n- I I ,-...
rojec t 'Va.
Digital Drawing Name
newlayout-14r2.dwg
Drawn By
GLG
Checked By
PMR
Dote
7/3/03
Re vision s
7/18/03 Revised Submittal
8/15/03 Revised Submittal
LEGEND
Issued For Date
EXISTING CONTOURS
EXISTING
Schematic Design
927
PROPOSED CONTOURS
SANITARY SEWER ---<
DesiPrelgn l pm nt
SILT FENCE
WATER
- -
Final Review
'
HYD. W/VALVE -
1 -
Bidding
Construction
EXISTING SPOT ELEVATION
STORM SEWER
--« -
p
PROPOSED SPOT ELEVATION
PROPOSED
xg5
SANITARY SEWER
—4
81 5.5
FINISHED FLOOR ELEVATION
WATER
HYD. W/VALVE
—t-4
DRAINAGE DIRECTION
STORM SEWER
—«
. )
DENOTES BERM LIMITS
Preliminary
Grading
Plan
6,
Page
- P-4
0, 50' 15( .
2003 RYAN ENGINEERING. INC.
EC. eA.H. NO 17
—T — —T — — ET—-�.—E1= _-- FT= _ _ =_ �- �_ =T— E Tg— E�=T— E
��-G— -- —�;-- -\
Li I PROPOSED
t� 4 " BERMS
=E_ _E—T— _E=T=
\ m
-�- G
—T— —I— 14
{`------- �------ — — — — --� —
-- - __ / i �� �, —
-_-!-_I - - -- - — --- -
1 I z /
h1 - BLOCK 1
5
2
b 1`y
0 0
tit
6
6a
6
�
6�
4
1311`� 1op1oy
6
m
-
4, o
B (6QCKS IV
^y �
BASELINE TREE CANOPY COVERAGE CALC.
TOTAL PLAT AREA =
WETLAND =
NET PLAT AREA =
BRUSH/TREE COVERAGE _
(EXCLUDING WETLANDS)
TREE CANOPY COVERAGE
229,583t SF
Ot SF
229,583t SF
79,465f SF
79,465t SF (35% EXISTING COVERAGE)
REQUIRED TREE CANOPY COVERAGE CALC.
TOTAL EXISTING CANOPY COVERAGE ON SITE = 35%
REQUIRED CANOPY COVERAGE (LOW DENS. RESID.) = 25%
REPLACEMENT REQUIRED:
TARGET CANOPY - EXISTING CANOPY X UPLAND AREA DIVIDED BY 1089
(25%-35% = -10%) -10% X 229,583/1089 = -21 TREES
PLUS
EXISTING COVERAGE REMOVED (5%)- X 1.2 (PENALTY) DIVIDED BY 1089
4,300 X 1.2/1089 = 5 TREES
TOTAL TREE REPLACEMENT REQUIRED = -16
`Q INDICATES REPLACED DEC. TREE (0)
INDICATES TRANSPLANTED CONE. TREE (12)
TREES REPLACED = 12
is
d
m
Ryan
Engineering
LAND DEVELOPMENT SERVICES
434 Lake Street
Excelsior, MN 55331
(952) 380-5000
www.ryanengineering.com
I hereby certify that this plan, specification,
or report was prepared by me or under my
direct supervision and that I am a duly
registered Engineer under the laws of the
State of Minnesota.
Signature
Registration No.
Date
h
1 b
ti \
hob huh y
BURLWOOD
-P%5p
Chanhassen, MN
k9 I B ' -
L"� for
Epic
Development.
LLC
\ Project No.
Digital Drawing Nome
newlayout-142.dwg ___.----
__ Drown By GLG
Checked By
PMR
Dote
7/3/03
Re vision s
PLANT LIST 7/18/03 Revised Subinnittal
8/15/03 Revised Submittal
"VBGL CT`" COMMON NAME SIZE - ----- --
9 LARGE TREES TO INCLUDE THE FOLLOWING:
P4TMORE ASH 2-1/2" 18's
GREENSPIRE LINDEN 2-1/2"' BdB
AMERICAN LINDEN 2-1/2:: B
EMERALOD LUSTTRE MAPLE 2-1/2h8
NORTHWOOD MAPLE 2-1/2_ BkB
: B&B -� -- - ----
?iN OAK 2-1 /2B&B
IMPERIAL HONEYLOCUST 2-1/2 " B&B
BASED UPON PLANT AVAILABILITY, THE DEVELOPER RESERVES THE RIGHT
10 SUBSTITUTE THE ABOVE TREES WITHIN THE SAME CATAGORY WITH Issued For: Date.
PRIOR APPROVAL FROM THE CITY OF CHANHASSEN. THE TREES PLANTED WILL BE BASED
U''ON AVAILABILITY IN THE SPRING OF 2002 AT WHICH TIME A PLAN SHALL BE SUBMITTED. Design D Design -
Design Development
TREES MUST BE FROM THE APPROVED LIST OF DESIRABLE SPECIES. Preliminary Review ,
(PREFERENCE GIVEN FOR TREES DESIGNATED AS NATIVE) Final Review
NO Mr;RF THAN ONE-THIRD (1/3) OF THE TREES MAY BE FROM ANY ONE (1) TREE SPECIES. Bidding
Construction
FREES SMALL AVERAGE AT LEAST TWO -AND -ONE -HALF -INCH CALIPER AND MAY BE
A MINIVuM OF ONE -AND -ONE -HALF -INCH CALIPER.
NOT LESS THAN TWENTY (20) PERCENT OF THE TREES SHALL BE CONIFERS.
CONIFEP TREES SHALL AVERAGE SEVEN (7) FEET AND SHALL BE A MINIMUM
OF SIX !6) FEET IN HEIGHT.
TREES SHALL BE USED THAT ARE ARE APPROPRIATE TO THE SOIL CONDITIONS FOUND ON THE SITE AND Tree
TREE: SHALL BE FROM CERTIFIED NURSERY STOCK AS DEFINED AND CONTROLLED BY MINNESOTA Inventory/
STL?L TE SECTIONS 18.44 THROUGH 18.61. THE PLAN PEST ACT.
Replacement
Plan
Page
- . I P-5
0' — 50' 100' 115„
2003 RYAN ENGINEERING. INC.
M
LAKE
Lli�f.F TJNKA
'.
;
Sf.
ALB- F
BA'
SHOREWOOO
EXCELSIOR
i
H
-HRISTMAS
LAKE
Hwy 62
SITE
CHANHASSEN
4
EA LU
a
o
�pv� Ji
-Cr'
0
L
SLAKE
q
ANN
HWY 5
S LAKE' R
SU$,1C1
Prell'
urinary
For
Plans
BURLWOOD
Chanhassen, Minnesota
DEVELOPER:
Epic Development, LLC
3441 St. Paul Avenue
Minneapolis, MN 55416
(612) 730-2814
CIVIL ENGINEER:
aiOO7n
Engineering
LAND DEVELOPMENT SERVICES
434 Lake Street
Excelsior, MN 55331
(952) 380-5000
(952) 380-5010 (Fax)
www.ryanengineering.com
Ift juawdojanaa �4iunwwoo
/Woo le!quo
INDEX
SHEE i N 0. DESCRIP TION
COVER SHEET
EXISTING CONDI [1GN�
PRELIMINARY PLA T
CITY OF CHANHASSEN
RECEIVED
AUG 1 5 2003
CHANHASSEN PLANNING DEFT
Submitted 81, 03
vl " MAP
PRELIMINARY TREE INVENTOR
- A CEMEN T PL A Al
2003 RYAN ENGINEERING, INC.
I
M
N
CA
O
T B
i lJ N
;rt
O w
II h7 a O
i100O
00
to 00
I (DO
0
33,01
x m
w
J
F-
H
I
�► I
Li
C�
i
N 00'23'15" E 411.
CoSeA.H. NO, 17 - --- — - -- — - -- --- -
—
=T= _E — _E— _ _ E=T=— — —
F
S 005855 ` — —� - —c— — -�.— `j'
881.47 - - - - —
\ I
3 � —
o
r n T --T— T— —T44
u) t^ I m
2
00023'15
I
` - N 00'231:
18—IN
s
230
00NC. F.E.S
' 03
0
jbi
N N
to
00
Z
7
Ryan
Engineering
LAND DEVELOPMENT SERVICES
434 Lake Street
Excelsior. MN 55331
(952)380-5000
www ryanengineering.com
I hereby certify that this plan, specification,
or report was prepared by me or under my
direct supervision and that I am a duly
registered Engineer under the laws of the
State of Minnesota.
Signature
Registration No.
p� I I Date
N a -�
l--
� ; I
00 «..
Z
BURLWOOD
40.04 Chanhassen, MN
for
LEGEND
EXISTING
Sanitary Sewer —
WATER —
HYD. W/VALVE
STORM SEWER --4G
PROPOSED
SANITARY SEWER —G—
WATER — I
HYD. W/VALVE —I—�
STORM SEWER —N
Epic
Development,
LLC
1'r0ject No.
Digital Drawing Name
newlayout-142.dwg
Drown By
GLG
Checked By
PMR _
Date
7/3/03
Revisions
7/18/03 Revised Stbmiltal
8/15/03 Revised &brrrttal
Issued For: Date
Schematic Design
Design Development
Preliminary Review
Final Review
Bidding
Construction
Existing
Conditions
Plan
Page
P-1
2003 RYAN ENGINEERING. INC.
Cm8wA.H. NO. 17 -- -
- — ---- --- — — S 00'58'55" W 881.47
0
al
0
S 00'58'55" W 848.44 a')
100 90 90 90 134 294
1 --I
20 y�
_i
r7 Imo,
/-► BLOCK
I I 5 20.001 _ I tea, �
LL
w N 15,038 SF 41,336 SF
w Os O!I I I I I I I 100 4 rr0
0 N Il i
134 N 01L__ _ -_ —0) O N, 8,694 SF
n Lo I l I 18,862 SF I —
.
- - -- --- --
I I I _ o
LOCK
O 00
rn 00 IC 00 18,778 SF 6
21,057 SF '0
V) 15,193 SF00
o _
II II II LI
33A1 — 100_ J L — 90 — J L — 90 J — so — J e �a' ae N 00'23 15 E 240.04
_710 O.L.A 9 O.L.
(V N 00'23'15" E 411.34 o — 122- - 78 80. 30_
� � 6 N 00'2315 E 230.03 '
he E LINE OF THE WES1 200 FT Lf'NC N'Ly O WO 1
J OF THE SO. 904 FT OF NWi / 4 OF v 2 O I / O
SE1/4 OF SEC.2, T.116, R.23 w 0)0 h' L'NE OF THE NWt/4 OF- O
!� N� SE1/4 OF SEC.2, T.116, R.23 to
t vN^ CN
I BOB & ETHELYN CHRISTENSEN i
ozco00
N a0 6648 POWERS BLVD. ce
+ ,JON & LAURIE STECKMAN ? Z.
00
1215 LUCY ROAD b N j z
UJ
�w -
- �� -
C)
1 �t o
zwUJ
IH V
o00
zoo
i
W. LINE OF THE NW1/4 OF
SE1/4 OF SEC2, T.116, R.23
DEVELOPMENT DATA
ZONING:
EXISTING ZONING RESIDENTIAL
PROPOSED ZONING One -Family Residential - RI-9.5
LEGAL DESCRIPTION
That part of the Northwest Quarter of the Southeast Quarter of Section
2, Township 116 North, Range 23 West of the West Principal Meridian,
lying westerly of the center line of County State Aid Highway No. 17,
EXCEPTING there from the four following described parcels of land.
Exceptions:
1. The South 434.00 feet of the above described property.
2. The North 240.00 feet of the South 674.00 feet of the West 215.00
feet of said Northwest Quarter of the Southeast Quarter.
J. The North 230.00 feet of the South 904.00 feet of the West 790.00
feet of said Northwest Quarter of the Southeast Quarter.
4. The part of the West 200.00 feet of said Northwest Quarter of the
Southeast Quarter, lying Northerly of the South 904.00 feet of said
Northwest Quarter of the Southeast Quarter.
DEVELOPER:
EPIC DEVELOPMENT, LLC
3441 ST PAUL AVENUE
MINNEAPOLIS, MN 55416
�i
LOT AREA DATA
SINGLE FAM. DEVELOPMENT AREA
LOT NUMBER
BLOCK 1 1
2
3
4
5
6
BLOCK 2 1
AREA S. F.
21, 057t
18, 862t
18, 778E
18, 994t
15, 038t
15,193t
41, 336E
Total BLOCK 1 & 2 149,258t
5.17E +/- AC
Q1
�
N
t\
N
vo
I
N
GOLDEN
- N-
Avg. Lot Area
21,323t
OUTLOT A
1,443t
OUTLOT B
750E
ROW
73, 933E
Total Plat Area
225,384E
RYEngineeringan
LAND DEVELOPMENT SERVICES
434 Lake Street
Excelsior, MN 55331
(952) 380-5000
www.ryanengineering.com
I hereby certify that this clan, specification,
or report was prepared by me or under my
direct supervision and that I am a duly
registered Engineer under the laws of the
State of Minnesota.
Signature
Registration No,
Date
BURLWOOD
Chanhassen, MN
for
Epic
Development.
LLC
Project No.
Digital Drawing Nome
newlayout-14r2.dwg - -
Drown Br
GLG
Checked i
PMR
Date
7/3/03
Revisions
7/18/03 Revised Submittal
8/15/03 Revised Submittal -
Issued For Date
Schematic Design
Design Development .
Preliminary Review
Final Review
Bidding
Construction
Preliminary
Plat
Page
P-2
CO 2003 RYAN ENGINEERING. INC.
------- -- -- -
C..A.H. NO. 17 - ---- - - - - -- - --- - -
�T=__E— —
T— T —T— E ——�� —E=T= —E—T— — — —
S 00058'55" W - - 1
— —
BREAK—IN 12—in
E.ES
nneIucnnnr.f rn
I
•• ab • , 1 1=1 dill 40
1 � �
lb
lb
�..
.
BUILDING DATA
1
REFER TO ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS.
SITE DATA
GROSS SITE AREA
RIGHT OF WAYS
NET SITE AREA
SITE DENSITY
Sq. Ft.
Acres
225, 384t
5. 17t
73, 933f
1.70i
151, 451 t
3.47t
7 SINGLE-FAMILY DWELLING
UNITS
ON
5.17
AC.
= 1.35
D.U./AC.
- GROSS
7 SINGLE-FAMILY DWELLING
UNITS
ON
3.47
AC.
= 2.02
D.U./AC.
- NET
1 \'00
M 1ar�inKa
1
GENERAL U TIL l T Y N O TES
THE CONTRACTOR SHALL VERIFY ALL EXIS77NG CONDITIONS PRIOR TO CONSTRUC77ON
AND NOTIFY THE OWNER OF ANY DIFFERENCES.
ALL WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY
STANDARD SPECIFICATIONS, PROJECT SPECIFICATIONS OR AS MODIFIED HEREIN.
UNLESS OTHERWISE NOTED, OR AS SPECIFIED IN THE ABOVE NOTE, ALL
MATERIALS, CONSTRUCTION TECHNIQUES AND TES77NG SHALL CONFORM
TO THE 1999 ED. OF THE "STANDARD UTIL177ES SPECIFICATIONS FOR WATER
MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER
INSTALLATION BY THE CITY ENGINEERING ASSOCIATION OF MINN.0 AND TO THE
"STANDARD SPECIFICA770AI FOR HIGHWAY CONSTRUCTION" MINN. DEPT. OF TRANS.,
2000 EDITION, INCLUDING THE CURRENT ADDENDUM.
THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE
OF THE PROPERTY LIMITS.
SEE ARCH. PLAN FOR EXACT BLDG. LOCATION. SEE SITE PLAN FOR LAYOUT DIMENSIONS.
SERVICE ENTRY LOCATIONS TO BE COORDINATED WITH THE ARCHITECT
VERIFY EXISTING INVERT LOC. & ELEV. PRIOR TO BEGINNING CONSTRUCTION.
THE WATER SERVICE SHALL BE INSTALLED WITH A MIN. OF 7.5 FT. OF COVER.
ALL STORM SEWER PIPE SHALL BE CLASS 5 UNLESS OTHERWISE NOTED.
THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL" FOR
FOR UTILITY LOCATIONS PRIOR TO UTILITY INSTALLATION.
LEGEND
EXISTING
Sonitcry Sewer
WATER
HYD. W/VALVE
STORM SEWER
PROPOSED
SANITARY SEWER —�
WATER —
HYD. A/VALVE —I—ffif
S"ORM SE'WFR —44
� ---ram®�-
Rya*07.000
Engineering
LAND DEVELOPMENT SERVICES
434 Lake Street
Excelsior. MN 55331
(952) 380-5000
www,ryanengineering.com
I hereby certify that this plan, specification,
or report was prepared by me or under my
direct supervision and that I am a duly
registered Engineer under the laws of the
State of Minnesota
Signature
Registration No.
BURLWOOD
Chanhassen, MN
for
Epic
Development,
LLC
Protect No
newlayout-14r2.dwg
Di'g%tGl No- : ----
Drown B -- -
GLG
Checked E71
PMR
Dote — --
7/3/03
n�
7/18/03 Revised Submittal
8/15/03 Revised Submittal
Issued For Date
Schematic Design
Design Development .
Preliminary Review
Final Review
Bidding
Construction
Preliminary
Site + Utility
Plan
Page
P-3
2003 RYAN ENGINEERING. INC.
Preliminary Plans
For
BURLWOOD
Chanhassen, Minnesota
DEVELOPER:
Epic Development, LLC
3441 St. Paul Avenue
Minneapolis, MN 55416
(612) 730-2814
wcn�m �
CIVIL ENGINEER:
an
Engineering
LAND DEVELOPMENT SERVICES
434 Lake Street
Excelsior, MN 55331
(952) 380-5000
(952) 380-5010 (Fax)
www.ryanengineering.com
4�
'+ffh" Copy
Community Development Dept
INDEX
I SHEET NO. I DESCRIPTION
CITY OF RECEIVED
SSEN
JUL 1 8 2003
CfIANHASSEN PLANNING DEFY
Submitted 74103
C0VER SHEET
P-1 EXISTING CONDITIONS
P-2 PRELIMINARY PLAT
P-3 PRELIMINARY SITE AND UTILITY PLAN
P-4 IPRELIMINARY GRADING AND EROSION CONTROL PLAN
P-5 I PRELIMINARY TREE INVENTORY REPLACEMENT PLAN
2003 RYAN ENGINEERING, INC.
NO. 17 - —
T——
T _ _E=T= _E=T--
--- - m
11 �
— — — — — — — — T — T — '
I -
2
I 0 J
CONC. F..E.S
I _ '
1
L
n
EGEND
EXISTING
Sanitary Sewer —
WATER - —
HYD. W/VALVE '6
STORM SEWER — -4a —
PROPOSED
SANITARY SEWER —d—
WATER — I
HYD. W/VALVE ----I of
STORM SEWER —44
R n
Yngineering
LAND DEVELOPMENT SERVICES
434 Lake Street
Excelsior, MN 55331
(952) 380-5000
www ryanengineering.com
I hereby certify that this plan, specification,
or report was prepared by me or under my
direct supervision and that I am a duly
registered Engineer under the laws of the
State of Minnesota.
Signature
Registration No.
Date ----
BURLWOOD
Chanhassen, MN
for
Epic
Development,
LLC
Project No
Digital Drawing Nome
newlayout-142.dwg
Drown By
GLG
Checked By
PMR
Dote
7/3/03
Revisions
7/18/03 Revised Submittal
Issued For: Date
Schematic Design
Design Development .
Preliminary Review
Final Review
Bidding
Construction
Existin.9
Conditions
Plan
Page
P-1
0' 50' 100' 150
1 0 2003 RYAN ENGINEERING, INC.
00
C.S.A.H. NO. 17
S 00.58'55" W
S 00.58'55" W
100 — 9� - — - 90 90
b I
c0
"
O'
� II 2 ll 3 II fl
r-
�w �/ I to 18,862 I I� I I 4
�0 l l
SF 0 L
o NI I INI IN I I� 18,694 SF N
moo" i
=
00 I 21,057 SF I I 1 1 18, 778 SF
I I I I
J I III II 11 II
33.01 100 _ Q — — 90 — L_ — 90 8 o
MillN 015" E 411.34 LLL
v i
o Ci
rn
r 1 NE DF THE JJFIT LY —� WO
,li THE ,L, c1U4 F iF NN'1 - to ., O
IF! '4 OF `�FC T11[, w �O
I w � _ �
s
o z 00
M
IF, IF N W
V
w O O
w
! ~ 0)
rn w
�I
Li
w
zw�
J � �
0
z 0 0
DEVELOPMENT DATA
ZONING:
EXISTING ZONING: RESIDENTIAL
PROPOSED ZONING: One-Fomily Residential - R1-9.5
LEGAL DESCRIPTION
That part of the Northwest Quarter of the Southeast Quarter of Section
2, Township 116 North, Range 23 West of the West Principal Meridian,
lying westerly of the center line of County State Aid Highway No. 17,
EXCEPTING there from the four following described parcels of land.
Exceptions:
1. The South 434.00 feet of the above described property.
2. The North 240.00 feet of the South 674.00 feet of the West 215.00
feet of said Northwest Quarter of the Southeast Quarter.
J. The North 230.00 feet of the South 904.00 feet of the West 190.00
feet of said Northwest Quarter of the Southeast Quarter.
4. The part of the West 200.00 feet of said Northwest Quarter of the
Southeast Quarter, lying Northerly of the South 904.00 feet of said
Northwest Quarter of the Southeast Quarter.
DEVELOPER:
EPIC DEVELOPMENT, LLC
3441 ST PAUL AVENUE
MINNEAPOLIS, MN 55416
5 1--
15,038 SF
I:
134 _
881.47
848.44
0
to
> /
I I 13,739 SF
13,95 ry I Iu
01 1 2 1 11
lao
13,646 SF Lo
3
II II
6 1 98�
15,193 SF �\ z n!77!
00
5 O.C.A �
N 00.2315
E 240.04
078
_122 —
a0
N 00'23 15
E 230.03
€. LINE of THE NO. 240' i-4 THE Sc
r
674'-OF THE WEST 215' OF NW1/4 0E-/
J
03 �'
O
SE1/4 OF SEC.2
T.116; R.23,,
W. LINE
OF THE NW1/4 OF
d
SE1 /4 QF
SEC.2, T.116, R.23
in � "
I
NNUJ
=
BOB & ETHELYN
CHRISTENSE-I
ova
6648 POWERS
BLVD. 0
00 G Z ,
(
Z
00 't
F '
N
b 1-
__-
BOB &
DIANE MARTINKA
+
w W
6650
POWERS BLVD.
•
�Ti 7,
w Ld
- -
Z W \
J=cwn
r
zoo
_J
W. LINE
OF THE NW1/4 OF
SE1/4 OF SEC.2, T.116. I
LOT AREA DATA
SINGLE FAM. DEVELOPMENT AREA
LOT NUMBER
BLOCK 1 1
2
3
4
5
6
BLOCK 2 1
2
3
AREA S.F.
21, 057t
18, 862t
18,7781
18, 994t
15, 038t
15,193t
13,951t
13, 739t
13, 646t
Total BLOCK 1 & 2 149,258t
5.17t +/— AC
CAR,( tL EGYHAZ
6720"-PO4ERS 9t
d
'.)r �r
�J
,d I�
LL, j
O
IL
n
L. ?Y
z
z
c z J
zz S
Avg. Lot Area 16,584t
OUTLOT A 1,443t
OUTLOT B 751
ROW 73, 933t
Total Plat Area 225,384t
0' 50' 100' 150
Ryan
Engineering
LAND DEVELOPMENT SERVICES
434 Lake Street
Excelsior, MN 55331
(952) 380-5000
www.ryanengineering.com
I hereby certify that this plan, specification,
or report was prepared by me or under my
direct supervision and that I am a duly
registered Engineer under the laws of the
State of Minnesota.
Registration No.
Date
BURLWOOD
Chanhassen, MN
for
Epic
Development,
LLC
Project No
Digital Drawing Nome
newtayout-142.dwg
Drown By
GLG
Checked By
PMR
Dote
7/3/03
Revisions
7/18/03 Revised Submittal
Issued For Date
Schematic Design
Design Development .
Preliminary Review
Final Review
Bidding
Construction
Preliminary
Plat
Page
P-2
I Cc9 2003 RYAN ENGINEERING, INC.
oD
0
N
134 f /
C. aA.H. NO. 17 - — — --- - - - - — _
_E
m
—-- S 00'58'55" W - - - - 881.47 -- c --- — c - — - — c
— BREAK
I IN 12-in \ �'
CONNECTION _ TD F.E. S r
N EXISTING MH -
_ r » I -T— -�T� _ —T— — —T 'n
�0�5$ — — _ — I — — — — -- -
- - -- 8' — —
— �J�- —1347 —
77
I / 9 m
1
BLOCK 1 M
O
Li.l N
Low
a
IMO.N
la{ 00 CC i �
lu' 00
II `tn
V �
I
M
m
N
3
I STO. SEWER PRO SED
1 0 STMH CHAMBER SAN. SEWER
I CB 98 Co
DO
�� t MH Z
m MH
j m \ ,
— 0 J CONNECT TO EXIST WM I -- \
33.01 100 90 90 90 8 W/TAPPING VALVE 55 ro N 00'23 15 E
A
N G
+ » o PROPOSED E N
N 00 23 15 E 411.34 704
122 s o 1 CONC. WATERMAIN SOW \
o N 00*2315 E 230.03 eolvc. F.E.s
PROPOSED TEMP ARY
m I� I I O CUL-DE-SA( - --
J 1 IL i PROPOSED i�
w
I i f� I STORMCEPTOR
Do U) 00
FUTURE ROW &
ROADWAY CONNECTION
PROPOSED
HYDRANT
\ DITC
I I
so X so H 1 B 0 / ` Il / PROPOSED
PAD l.� f�
(TYPICAL)
LO
IT
BUILDING DATA
REFER TO ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS.
SITE DATA
GROSS SITE AREA
RIGHT OF WAYS
NET SITE AREA
SITE DENSITY
Sq. Ft. Acres
225, 384t ' 5. 17t
73, 933t ' 1. 70t
151.451t 3.47t
9 SINGLE-FAMILY DWELLING
UNITS
ON
5.17
AC.
= 1.74
D.U./AC.
- GROSS
9 SINGLE-FAMILY DWELLING
UNITS
ON
3.47
AC.
= 2.59
D.U./AC
- NET
GENERAL U TI L I T Y N 0 TES
THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION
AND NOTIFY THE OWNER OF ANY DIFFERENCES.
ALL WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY
STANDARD SPECIFICATIONS, PROJECT SPECIFICATIONS OR AS MODIFIED HEREIN.
UNLESS OTHERWISE NOTED, OR AS SPECIFIED IN THE ABOVE NOTE, ALL
MATERIALS, CONSTRUCTION TECHNIQUES AND TESTING SHALL CONFORM
TO THE 1999 ED. OF THE "STANDARD UTILITIES SPECIFICATIONS FOR WATER
MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER
INSTALLATION BY THE CITY ENGINEERING ASSOCIATION OF MINN." AND TO THE
"STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION" MINN. DEPT. OF TRANS.,
2000 EDITION, INCLUDING THE CURRENT ADDENDUM.
THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE
OF THE PROPERTY LIMITS.
SEE ARCH. PLAN FOR EXACT BLDG. LOCATION. SEE SITE PLAN FOR LAYOUT DIMENSIONS.
SERVICE ENTRY LOCATIONS TO BE COORDINATED WITH THE ARCHITECT.
VERIFY EXISTING INVERT LOC. & ELEV. PRIOR TO BEGINNING CONSTRUCTION.
THE WATER SERVICE SHALL BE INSTALLED WITH A MIN. OF 75 FT OF COVER.
ALL STORM SEWER PIPE SHALL BE CLASS 5 UNLESS OTHERWISE NOTED.
THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL" FOR
FOR UTILITY LOCATIONS PRIOR TO UTILITY INSTALLATION.
LEGEND --
EXISTING
Sanitary Sewer - - - - —
WATER
HYD. W/VALVE - +@
STORM SEWER — =�
PROPOSED
SANITARY SEWER —/
WATER — I
HYD. W/VALVE
STORM SEWER —14
R an
7
Engineering
LAND DEVELOPMENT SERVICES
434 Lake Street
Excelsior, MN 55331
(952)380-5000
www.ryanengineering.com
I hereby certify thc.t this plan, specification,
or report was prepared by me or under my
direct supervision and that I am a duly
registered Engineer under the laws of the
State of Minnesota.
Signature
Registration No.
Date
BURLWOOD
Chanhassen, MN
for
Epic
Development,
LLC
Project No.
newlayout-142.dwg
Digital Drawing Nome
Drown By
GLG
Checked By
PMR
Dote
7/3/03
Revisions
7/18/03 Revised Submittal
Issued For Date
Schematic Design
Design Development ,
Preliminary Review
Final Review
Bidding
Construction
Preliminary
Site + Utility
Plan
Page
P-3
0' 50' 100' 150'
0 2003 RYAN ENGINEERING, INC
4
-=—ET— C.1$.A.Ns NO. 17 - - -- - - -
— — — — = — — — — E E
-_ — - - T ` - T - _ —
--E
— — — —G— —G— G— — —G— —G— — G — —G— — —}G F I A-G
II I PROPOSED
4' BERM ro PROPOSED
i+ C, - 0 4' BERM
- j I -- --- - --- --- -- -- —
�°
I
II ^� 1002 -- 1
1004.0 5
T 1008.0 I 1004.0 1006.07] I 1008.0 1008.0
— — —
1005.0
1 998.0 998.0
l
0
IC
1008.0
CA
I
!0-
-990— 99:
--G.-
994
liUj
996.0 =
OVERFLOW ELEV.
m
Il.L. 10
J
POND
w
i
HWL=996.0
I
NWL=995.0
I�
I!
I
I
I
i
i
METHOD
1. Place the sedimentation control fabric side of the fence in the direction
of the anticipated sediment flow (net side of the system away from the
flow) and position the poles against the back wall of the trench.
2. Use a sledge hammer or similar device to drive the poles into the ground
until the bottom of the industrial netting is approximately 2" below ground
level. (See diagram)
3. Loy the bottom 6" of sedimentation control fabric into the trench.
4. Backfill the trench with native soil and compact.
IZ
FABRIC
BACKFILL
SOIL
TOE —IN TRENCH FOR FABRIC
TYPE / SIL T FENCE
DI VERSIONA R K DIKE
Not to scale
I o 0
4 61 80 o
r. •
r• • ��.
pap
�I{�k
..,
a
�I
GENERAL GRADING AND DRAINAGE NOTES
CONTRACTOR SHALL CONTACT GOPHER STATE "ONE CALL" FOR UTILITY LOCATIONS AT 651-454-0002
1012.0
1008.0
THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVA77ON OF EXISTING UTILITIES AND
TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD -VERIFY PRIOR TO CONSTRUCTION. THE
CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS.
ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER GRADES UNLESS SHOWN
OTHERWISE REFER TO PAVING PLAN FOR DETAILED SPOT ELEVATIONS, GRADE PERCENTAGES, AND
VERTICAL CURVE INFORMATION.
ALL SILT FENCE SHALL BE IN PLACE PRIOR TO INITIATION OF EARTHWORK AND SHALL BE
MAINTAINED UNTIL VIABLE TURF OR GROUND COVER IS ESTABLISHED, AT WHICH TIME IT SHALL BE REMOVED.
TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TO THE GRADING.
THE CONTRACTOR SHALL USE A ROCK CONSTRUCTION ENTRANCE ACCORDING TO THE DETAILS. ALL STREETS
DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY.
THE CONTRACTOR SHALL INSURE POSITIVE DRAINAGE IS MAINTAINED FROM THE SITE AT ALL TIMES.
CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING, OR OTHER MEANS REQUIRED TO
INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS
MUST BE PROVIDED WITH A POSITIVE OUTFLOW.
ALL AREAS DISTURBED AS A RESULT OF CONSTRUCTION SHALL BE IMMEDIATELY RESTORED WIN SEED
AND DISC MULCHED OR WOOD -FIBER BLANKET OR SOD IN ACCORDANCE WITH THE APPROVED PLANS WITHIN
TWO WEEKS UPON COMPLE77ON OF EACH ACT7V7TY IN ACCORDANCE WITH THE CITY's BEST
MANAGEMENT PRAC77CE HANDBOOK.
BACK YARD ELEV. (LO)
BASEMENT ELEV. (WO)
25.0 GENERAL HOUSE PAD PREP. AREA
LO HOUSE TYPE
29.0 FINISHED FIRST FL. ELEV.
27.0 GARAGE FLOOR ELEVATION
LEGEND
EXISTING CONTOURS
EXISTING
927
PROPOSED CONTOURS
SANITARY SEWER
4 — --
WATER
I —
SILT FENCE
HYD. W/VALVE
I— •C
EXISTING SPOT ELEVATION
STORM SEWER
44—
0
PROPOSED SPOT ELEVATION
PROPOSED
Xg5
SANITARY SEWER
—4-
815.5
FINISHED FLOOR ELEVATION
WATER
—
HYD. W/VALVE
--I—of
DRAINAGE DIRECTION
STORM SEWER
—44
- )
DENOTES BERM LIMITS
TOTAL DISTURBED AREA = XACRES
TOTAL PROPOSED PROJECT AREA = X ACRES +/-
0' 50' 100' 150'
Ry F
Engineering
LAND DEVELOPMENT SERVICES
434 Lake Street
Excelsior, MN 55331
(952) 380-5000
www.ryanengineering.com
I hereby certify that this plan, specification,
or report was prepared by me or under my
direct supervision and that I am a duly
registered Engineer under the laws of the
State of Minnesota.
Registration No.
Date - —
BURLWOOD
Chanhassen, MN
for
Epic
Development,
LLC
Project No.
Digital Drawing Nome
newlayout-14r2.dwg
Drown By
GLG
Checked By
PMR
Dote
7/3/03
Re visions
7/18/03 Revised Si bfTrttal
Issued For Date:
Schematic Design
Design Development
Preliminary Review
Final Review _
Bidding
Construction
Preliminary
Grading
Plan
Page
P-4
U 2003 RYAN ENGINEERING. INC
T — T E T -- — E T - ---_F - - CeSsA■H■ NO■ 17 - --- — - - --- — -
- &Tg- E —T— E —T—�E _� _E =T= _E = 1 =E=T= E=T=r3 J
_ m
PROPOSED
4' BERM l 0 4' BERM PROPOSED ~ 1
- ---- -- _v — — — — — — — — _ Q-
- T—= 6' Te T
I. T _
— — -� ti
_ — � — —
-------—-- --------------------------� 1 —y
2
B L 0 --
-i>
µ
II V
I
I�
�p yy�1 6 I
y y� - y , ry O�•tOp'tOh OrO � -� ry -
Ai
0 \.
�P W ry y
� � $ . ,_.. -
y a
y y y h � ry yh 1 y b�' 0 ,�. �-
W 6�.,,�w 69 di
`°�' � r`° a ►c I � A
x I
JO i
--
I
LLI
I
w�
r;: T, u
I
I
I
BASELINE TREE CANOPY COVERAGE CALC. PLANT LIST
TOTAL PLAT AREA =
WETLAND =
NET PLAT AREA =
BRUSH/TREE COVERAGE _
(EXCLUDING WETLANDS)
TREE CANOPY COVERAGE
229,583f SF
Of SF
229,583t SF
79,465t SF
79,465t SF (35% EXISTING COVERAGE)
REQUIRED TREE CANOPY COVERAGE CALC.
TOTAL EXISTING CANOPY COVERAGE ON SITE = 35%
REQUIRED CANOPY COVERAGE (LOW DENS. RESID.) = 25%
REPLACEMENT REQUIRED:
TARGET CANOPY - EXISTING CANOPY X UPLAND AREA DIVIDED BY 1089
(25%-35% _ -10%) -10% X 229,583/1089 = -21 TREES
PLUS
EXISTING COVERAGE REMOVED (13%) X 1.2 (PENALTY) DIVIDED BY 1089
34,089 X 1.2/1089 = 36 TREES
TOTAL TREE REPLACEMENT REQUIRED = 15
INDICATES REPLACED DEC. TREE (9)
INDICATES TRANSPLANTED CONF. TREE (44)
TREES REPLACED = 53
SYMBOL OTY COMMON NAME SIZE
9 LARGE TREES TO INCLUDE THE FOLLOWING:
PATMORE ASH 2-1/2"' B&B
GREENSPIRE LINDEN 2-i/2: B&B
AMERICAN LINDEN 2-1/2 B&B
EMERALOD LUSTTRE MAPLE 2-1/Y: B&B
NORTHWOOD MAPLE 2-1/2 _ B&B
PIN OAK 2-1/2.- B'&
IMPERIAL HONEYLOCUST 2-1/2- B&B
NOTES: BASED UPON PLANT AVAILABILITY, THE DEVELOPER RESERVES THE RIGHT
TO SUBSTITUTE THE ABOVE TREES WITHIN THE SAME CATAGORY WITH
PRIOR APPROVAL FROM THE CITY OF CHANHASSEN. THE TREES PLANTED WILL BE BASED
UPON AVAILABILITY IN THE SPRING OF 2002 AT WHICH TIME A PLAN SHALL BE SUBMITTED.
TREES MUST BE FROM THE APPROVED LIST OF DESIRABLE SPECIES.
(PREFERENCE GIVEN FOR TREES DESIGNATED AS NATIVE)
NO MORE THAN ONE-THIRD (1/3) OF THE TREES MAY BE FROM ANY ONE (1) TREE SPECIES.
TREES SHALL AVERAGE AT LEAST TWO -AND -ONE -HALF -INCH CALIPER AND MAY BE
A MINIMUM OF ONE -AND -ONE -HALF -INCH CALIPER.
NOT LESS THAN TWENTY (20) PERCENT OF THE TREES SHALL BE CONIFERS.
CONIFER TREES SHALL AVERAGE SEVEN (7) FEET AND SHALL BE A MINIMUM
OF SIX (6) FEET IN HEIGHT.
TREES SHALL BE USED THAT ARE ARE APPROPRIATE TO THE SOIL CONDITIONS FOUND ON THE SITE AND
TREES SHALL BE FROM CERTIFIED NURSERY STOCK AS DEFINED AND CONTROLLED BY MINNESOTA
STATUTE SECTIONS 18.44 THROUGH 18.61, THE PLAN PEST ACT.
0 9 1G�z
U_
R an
7
Engineering
LAND DEVELOPMENT SERVICES
434 Lake Street
Excelsior, MN 55331
(952)380-5000
www-ryanengineering.com
I hereby certify that this plan, specification,
or report was prepared by me or under my
direct supervision and that I am a duly
registered Engineer under the laws of the
State of Minnesota.
Signature
Registration No.
Date
- - --. -..
BURLWOOD
Chanhassen, MN
for
Epic
Development,
LLC
Project No.
Digital Drawing Nome
newlayout-14r2.dwg
Drown By
GLG
Checked By
PMR -
Dote
7/3/03 -
Revisions
7/16/03 Revised Submittai
Issued For Date:
Schematic Design
Design Development .
Preliminary Review
Final Review --__
Bidding
Construction
Tree
Inventory/
Replacement
Plan
Page
P-5
0' 50' 100' 150'
2003 RYAN ENGINEERING. INC
Pre
liminary
For
Plans
BURLUII00D
Chanhassen, Minnesota
DEVELOPER:
Epic Development, LLC
3441 St. Paul Avenue
Minneapolis, MN 55416
(612) 730-2814
'. aNr7 MAL
CIVIL ENGINEER:
aa!n
Engineering
LAND DEVELOPMENT SERVICES
434 Lake Street
Excelsior, MN 55331
(952) 380-5000
(952) 380-5010 (Fax)
wwwryanengineenng.com
Clay OF CHANHASSEN
RJEC[EOVED
SEP 2 9 2003
ENGINEEAIMQ oft
Revised 9129103
INDEX
SHEET NO. I DESCRIPTION
CO VER SHEE T
P-1 EXISTING CONDITIONS
P-2 PRELIMINARY -
P-3 PRELIMINARY AND UTILITY PLAN
P-4 1PRELIMINARY GRADING AND EROSION CONTROL PLA'�
P-5 I PRELIMINARY TREE INVENTOP Y/REPLACEMENT PLAN'
C�2003 RYAN ENGINEERING. INC.
CH�_T�_-_r --T= -- E -- p T E --T— — T —eE
_E —
NlA
_E — T = —E = T = --Fe @
1 On
F7
LEGEND
EXISTING
Sanitary Sewer --
WATER — --
HYD. W/VALVE
STORM SEWER n4
PROPOSED
SANITARY SEWER —d
WATER — I
HYD. W/VALVE
STORM SEWER —N
7
Ryan
-�:o
Engineering
LAND DEVELOPMENT SERVICES
434 Lake Street
Excelsior, MN 55331
(952) 380-5000
www.ryanengineering.com
I hereby certify that this plan, specification,
or report was prepared by me or under my
direct supervision and that I am a duly
registered Engineer under the laws of the
State of Minnesota.
Signature
Registration No.
DatF
BURLWOOD
Chanhassen, MN
for
Epic
Development,
LLC
Pro)ect No
Digital Drawing Nome
newlayout-ArZdwg
Drawn By
GLG
Checked By
PMR
Date
7/3/03 _
Re w'sions
7/18/03 Revised Submittal
9/29/03 Per City Comments
Issued For Date
Schematic Design
Design Development .
Preliminary Review
Final Review
Bidding
Construction
Existin.9
Conditions
Plan
Page
P-1
0' 50',0
2003 RYAN ENGINEERING. INC.
i r
� r7
,d.
i I �
cp
N;
I
W
O
tT
n
t0
00
U7
CA AA NO. 17
S 00'58'55" W 881.47
LU IN UU LID IJ r- Yi I.JY / 1 i 1A-i0 -
he wv N 0002315 E 230.03
o
o)O W. LINE OF THE NWI /4 uF
=Ei; h OF SE,_ 2, T 115. R 2
-00
N
DEVELOPMENT DATA
ZON'%d;_ RESIDEN _ a
C�OSEO ZCN/', One -Family Residential - R7-9.5
LEGAL DESCRIPTION
hot port of the Northwest Quarter of the Southeast Quarter of Section
2, Township 176 North, Range 23 West of the West Principal Meridian,
lying westerly of the center line of County State Aid Highway No. 17,
FXCEPTING there from the four following described parcels of land.
<xceptions.
7. The South 434.00 feet of the above described property.
2. The North 240.00 feet of the South 674.00 feet of the West 215.00
feet of said Northwest Quarter of the Southeast Quarter.
J. The North 230.00 feet of the South 904.00 feet of the West 190.00
feet of said Northwest Quarter of 'he Southeast Quarter.
4. The port of the West 200.00 feet of said Northwest Quarter of the
Southeast Quarter, lying Northerly of the South 904.00 feet of said
Northwest Quarter of the Southeast Quarter.
DEVELOPER.
EPIC DEVELOPMENT, LLC
3441 ST. PAUL AVENUE
MINNEAPOLIS, MN 55416
SINGLE FAM. DEVELOPMENT AREA
LOT NUMBER
AREA S.F.
BLOCK 1 1
21,052f
2
18, 856E
3
18, 772E
4
18, 688E
5
15, 029E
6
15, 062E
BLOCK 2 1
40,355E
Total BLOCK 1 & 2 147,814E
Avg. Lot Area
21, 116E
OUTLOT A
1,469E
OUTLOT B
750E
ROW
75, 056E
Total Plot Area
225,384E
n
E�Y1AZ1
720 POWERS F�-VD-
R
Y an
Engineering
LAND DEVELOPMENT SERVICES
434 Lake Street
Excelsior. MN 55331
(952) 380-5000
www.ryanengineerfng cc;-n
I hereby certify that this plan, specificatio
or report was prepared by me or under rr
direct supervision and that I am a duly
registered Engineer under the laws of the
State of Minneso'a.
Signature
Registration No.
Date
BURLWOOD
Chanhassen, MN
for
Epic
Development.
LLC
Project No
Digital Drowing Nome
newlayout-14r2.dwg
Drawn By
GLG
Checked 8X
PMR
Dote
7/3/03
Revisions
7/18/03 Revieed Submittal
9/29/03 Per City Comments
Issued For Date
Schematic Design
Design Development ,
Preliminary Review
Final Review
Bidding
Construction
Preliminary
Plat
Page
P-2
2003 RYAN ENGINEERING, INC.
I
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BUILDING DATA
REFER TC ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS.
SITE DATA
GROSS SITE AREA
RIGHT OF WAYS
NET SITE AREA
Sq. Ft. Acres
225, 384t 5.17t
75, 0561 1. 72:
150, 328t 3.451
SITE DENSITY
SINGLE-FAMILY DWELLING UNITS ON 5.17 AC. = 1.35 D.U./AC. - GROSS
7 SINGLE-FAMILY DWELLING UNITS ON 3.47 AC. = 2.02 D.U./AC. - NET
PROPOSED N
STO. SEWER r PROPOSED 2
CHAMBER_ I SAN. SEWER
Mr..n
18-IN PROPOSED
CONC. F. E. S WA TERMAIN
•'ROPOSED
STORMCEPTOR
11
GENERAL U TI L l T Y N 0 TES
THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIOP,
TO CONSTRUCTION
AND NOTIFY THE OWNER OF ANY DIFFERENCES.
ALL WORK SHALL BE CONSTRUCTED IN ACCORDANCE W J}
i Y
STANDARD SPECIFICATIONS, PROJECT SPECIFICATIONS OR
ICJIFIED HEREIN.
UNLESS OTHERWISE NOTED, OR AS SPECIFIED IN THE ABC
TE, ALL
MATERIALS, CONSTRUCTION TECHNIQUES AND TESTING Sh
;NFORM
TO THE 1999 ED. OF THE "STANDARD UTILITIES SPECIFIC T
' FOR WATER
MAIN AND SERVICE LINE INSTALLATION AND SANITARY Sc Wt
1ND STORM SEWER
INSTALLATION BY THE CITY ENGINEERING ASSOCIATION C V
" AND TO THE
"STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTIO', M
DEPT. OF TRANS.,
2000 EDITION, INCLUDING THE CURRENT ADDENDUM.
THE CONTRACTOR SHALL RECEIVE THE NECESSARY PE-,,
4LL WORK OUTSIDE
OF THE PROPERTY LIMITS.
SEE ARCH. PLAN FOR EXACT BLDG. LOCATION. SEE Sr
R LAYOUT DIMENSIONS.
SERVICE ENTRY LOCATIONS TO BE COORDINATED W/Th
-�C`
VERIFY EXISTING INVERT LOC. & ELEV. PRIOR TO BE-IiNt.
TRUCTION.
THE WATER SERVICE SHALL BE INSTALLED WITH A lViiv.
OF COVER.
ALL STORM SEWER PIPE SHALL BE CLASS 5 UNLESS O7
0TED.
THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE
R
FOR UTILITY LOCATIONS PRIOR TO UTILITY INSTALLATION-
MH
_ I
OL[)EN
PROPOSED TEMP ARY
CUL-DE-SAC - R __-
is
FUTURE ROW &
'ROAD WAY CONNECTION
PROPOSED
HYDRANT
LEGEND
EXISTING
Sanitary Sewer 4- —
WATER — --
HYD. W/VALVE
STORM SEWER 44-
PROPOSED
SANITARY SEWER —�
WATER — I
HYD. W/VALVE —1—�
STORM SEWER —N
0,
R *07.000
an
Y
Engineering
LAND DEVELOPMENT SERVICES
434 Lake Street
Excelsior, MN 55331
(952) 380-5000
www.ryanengineering.com
1 nereby certify that this plan, specification,
or report was prepared by me or under my
direct supervision and that I am a duly
registered Engineer under the laws of the
State of Minnesota.
Signature
Registration No.
Dote
BURLWOOD
Chanhassen, MN
for
Epic
Development.
LLC
Project No.
newlayout W2_dwg
Digital Drowing Nome
Dra wn Sy
GLG
Checked By
PMR
Dote
7/3/03 — — --
Re visions
7/18/03 Revised SubmHtal
9/29/03 Per City Canments
Issued For: Date:
Schematic Design
Design Development ,
Preliminary Review
Final Review
Bidding
Construction
Preliminary
Site + Utility
Plan
Page
P-3
2003 RYAN ENGINEEt,r.:•
I
rT—=ET--
0
44
J4 S �-t'♦u.�.- .
C. eA.He— N
T— — —T F= —E
PROPOSED
4' BERM
v�b.0 =
OVERFLOW ELE'v
POND
HWL=996.0
NWL=995.0
METHOD
place the sedimentation control fabric side o' 'he 'ence in the direction
the anticipated sediment flow (net side of the ,ys'.n away from the
f aw) or•d position the poles ega'nst the back via �f '-e tren, i.
2 Jse a sledge hammer or similar device to dr 1 - poles into the ground
urti: the bottom of the industrial netting is apprc •no'ely 2" below mound
a vel. (See diagram
_ay the bottom ? f se6rnentotion contra, ,—rir nto the trench.
4 Bockfill the trench with native rsoii and come-
�J
POLE -y�{
TEP FABRIC
-.C— BACKFILL
l _v� NATIVE SOIL
TOE —IN \TRENCH FOR FABRIC
TYPE / 51L T FEN CE-
Dl VE-RSIONA R )f/ DIKE
Nc` '-) role
4BERM
GENERAL GRADING AND DRAINAGE NOTES
CONTRACTOR SHALL CONTACT GOPHER STATE "ONE CALL" FOP UTILITY LOCAT70NS AT 651-454-0002
THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING UTILITIES AND
TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD —VERIFY PRIOR TO CONSTRUCTION. THE
CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS.
ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER GRADES UNLESS SHOWN
OTHERWISE. REFER TO PAVING PLAN FOR DETAILED SPOT E- VATIONS, GRADE PERCENTAGES, AND
VERTICAL CURVE INFORMATION.
ALL SILT FENCE SHALL BE IN PLACE PRIOR TO INIT7ATION Of EARTHWORK AND SHALL BE
MAINTAINED UNTIL VIABLE TURF OR GROUND COVER IS ESTAbUSHED, AT WHICH TIME IT SHALL BE REMOVED.
TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TO THE GRADING.
THE CONTRACTOR SHALL USE A ROCK CONSTRUCTION ENTRANCE ACCORDING TO THE DETAILS. ALL STREETS
DISTURBED DURING WORKING HOURS MUST BE CLEANED AT TEE END OF EACH WORKING DAY.
THE CONTRACTOR SHALL INSURE POSITIVE DRAINAGE IS MAINTAINED FROM THE SITE AT ALL TIMES.
CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING, OR OTHER MEANS REQUIRED TO
INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POIrVTS IN ROADWAYS OR BUILDING PADS
MUST BE PROVIDED WITH A POSITIVE OUTFLOW.
ALL AREAS DISTURBED AS A RESULT OF CONSTRUCTION SHA.._ BE IMMEDIATELY RESTORED WITH SEED
AND DISC MULCHED OR WOOD —FIBER BLANKET OR SOD IN AL;ORDANCE WITH THE APPROVED PLANS WITHIN
TWO WEEKS UPON COMPLETION OF EACH ACTIVITY IN ACCOR; 4NCE WITH THE CITY'S BEST
MANAGEMENT PRACTICE HANDBOOK.
TOTAL
DISTURBED
AREA = 2.9 ACRES +/—
TOTAL
PROPOSED
PROJECT AREA = 5.2 ACRES
+/—
b rh
—1-
-- H,•CK YARD ELEV. (LO)
EASEMENT ELEV. (WO)
25.0 r-- GENERAL HOUSE PAD PREP. AREA
LO f.OLSE TYPE
29.0 FINISHED FIRST FL. ELEV.
27.0 GARAGE FLOOR ELEVATION
LEGEND
EXISTING CONTOURS
EXISTING
927
PROPOSED CONTOURS
SANITARY SEWER
-C --
WATER
SILT FENCE
HYD. W/VALVE
EXISTING SPOT ELEVATION
STORM SEWER
li4- -
p
PROPOSED SPOT ELEVATION
PROPOSED
x95
SANITARY SEWER
—4
815.5
FINISHED FLOOR ELEVATION
WATER
— I
HYD. W/VALVE
DRAINAGE DIRECTION
STORM SEWER
—44
DENOTES BERM LIMITS
RVan
Engineering
LAND DEVELOPMENT SERVICES
434 Lake Street
Excelsior. MN 55331
(952) 380-5000
www.ryanengineering.com
I hereby certify that this plan, specificatio,,.
or report was prepared by me or under It
direct supervision and that I am a duly
registered Engineer under the lows of the
State of Minnesota.
Signature
Registration No.
Date -
BURLWOOD
Chanhassen, MN
for
Epic
Developrq ':
LLC
ammW4
J mMayout-142.dwg
roWn By
GLG -
Checked By
_ 4 PMR
Date
7/3/03
Revisions
7/18103 Revised Submittal
9/29/03 Per City Comments
Issued For Date
Schematic Design
Design Development ,
Preliminary Review
Final Review
Bidding
Construction
Preliminary
Grading
Plan
Page
P-4
0' 50 Cd:'•' S0'
2003 RYAN ENGINEERING. INC
— C. .A.&Aa NO. 17 - --- - — -- -- - -- - -- - - -
- T— -- E T -- -� —E7 = -�T —m --- _ _ _ _ __ T— �_ — — E T� E - — ® —
T — — 1
rG -- - - - - -- -- -- —
I II \
PROPOSED
p 4' BERM i PROPOSED 4' BERM \ I
T ry T
AP
10 Qih
AV
1 —-- _ _ —
-----__---_--------------- r
1i1 BLOW 1
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7
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BASELINE TREE CANOPY COVERAGE CALC.
TOTA_ PLAT AREA -
WETLAND =
NET PLAT AREA =
BRUSH/TREE COVERAGE _
(EXCLUDING WETLANDS)
TREE CANOPY COVERAGE
229,583t SF
Ot SF
229,583f SF
79,465t SF
79,465t SF (35% EXISTING COVERAGE)
REQUIRED TREE CANOPY COVERAGE CALC.
TOTAL EXISTING CANOPY COVERAGE ON SITE 35%
REQUIRED CANOPY COVERAGE (LOW DENS. RESID.) - 25%
REPLACEMENT REQUIRED:
TARGET CANOPY - EXISTING CANOPY X UPLAND AREA DIVIDED BY 1089
(25%-35% = -10%) -10% X 229,583/1089 = -21 TREES
PLUS
EXISTING COVERAGE REMOVED (13%) X 1.2 (PENALTY) DIVIDED BY 1089
34,089 X 1.2/1089 = 36 TREES
TOTAL TREE REPLACEMENT REQUIRED = 15
INDICATES REPLACED DEC. TREE (9)
INDICATES TRANSPLANTED CONF. TREE (44)
TREES REPLACED = 53
PLANT LIST
SYMBOL QTY COMMON NAME SIZE
9 LARGE TREES TO INCLUDE THE FOLLOWING:
PATMORE ASH 2-1/2- B&B
yILP} GREENSPIRE LINDEN 2-1/2_ B&B
AMERICAN LINDEN 2-1/2 B&B
EMERALOD LUSTTRE MAPLE 2-1/2- B&B
NORTHWOOD MAPLE 2-1/2: S&B
PIN OAK 2-1/. 2 B&B
IMPERIAL HONEYLOCUST 2-1/2 B&B
NOTES: BASED UPON PLANT AVAILABILITY, THE DEVELOPER RESERVES THE RIGHT
TO SUBSTITUTE THE ABOVE TREES WITHIN THE SAME CATAGORY WITH
PRIOR APPROVAL FROM THE CITY OF CHANHASSEN. THE TREES PLANTED WILL BE BASED
UPON AVAILABILITY IN THE SPRING OF 2002 AT WHICH TIME A PLAN SHALL BE SUBMITTED.
TREES MUST BE FROM THE APPROVED LIST OF DESIRABLE SPECIES.
(PREFERENCE GIVEN FOR TREES DESIGNATED AS NATIVE)
NO MORE THAN ONE—THIRD (1/3) OF THE TREES MAY BE FROM ANY ONE (1) TREE SPECIES.
TREES SHALL AVERAGE AT LEAST TWO —AND —ONE —HALF —INCH CALIPER AND MAY BE
A MINIMUM OF ONE —AND —ONE —HALF —INCH CALIPER.
NOT LESS THAN TWENTY (20) PERCENT OF THE TREES SHALL BE CONIFERS.
CONIFER TREES SHALL AVERAGE SEVEN (7) FEET AND SHALL BE A MINIMUM.
OF SIX (6) FEET IN HEIGHT.
TREES SHALL BE USED THAT ARE ARE APPROPRIATE TO THE SOIL CONDITIONS FOUND ON THE SITE AND
TREES SHALL BE FROM CERTIFIED NURSERY STOCK AS DEFINED AND CONTROLLED BY MINNESOTA
STATUTE SECTIONS 18.44 THROUGH 18.61, THE PLAN PEST ACT.
i
R an
Yngineering
LAND DEVELOPMENT SERVICES
434 Lake Street
Excelsior, MN 55331
(952) 380-5000
www.ryanengineering.com
I hereby certify that this plan, specification,
or report was prepared by me or under my
direct supervision and that I am a duly
registered Engineer under the laws of the
State of Minnesota.
Signature
Registration No.
Date
BURLWOOD
Chanhassen, MN
for
Epic
Development;
LLC
Project No.
Digital Drowing Nome
newlayout-14r2.dwg
Drown By
CLG
Checked By
PMR
Dote
7/3/03
-
Re vision s
7/18/03 Revised Submittal
9129/03 Per City Comments
Issued For: Date:
Schematic Design
Design Development .
Preliminary Review
Final Review
Bidding
Construction
Tree
Inventory/
Replacement
Plan
Page
P-5
C' 50' 100' 150
Mkhael Falk
Land Development
MCDONALD
CONSTRUCTION Inc.
7601 - 145th St. West Office: (952) 432-7601
Apple Valley, MN 55124 Mobile: (612) 369-1829
Builder's License # 0002376 Fax: (952) 432-1368
E-nai: mlfalk*mcdonaldconstruction.com Q
Mo Website: www.mcdonaldconstructlon.00m _—..