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-
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.
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,
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/ \
\ \
\ \
\ \
\ \
\ "
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I \
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\ '....,-
\
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N'IIL~ge4
H'IIL_967.7
PONDB
NWI-_9!lfi
H'IIL_9118.4
.
..
INCREASE IiEIGHTOF EXISnNC
STONrWAU.
EXISnNCTOP_g8?~
PIlOPOSEDTOP_989.0:I:
.
..
I
,.
.'"
"'~
..
Grading Notes
-
-
III
1. LOCAl1ONS AND ELEVATlQNS OF EXlSl1NG TOPOGlIAPllV AND UTlUlIES AS
5HO~ON11iISPlANAR[.u>PRO)QU"'TE. CQNTllACTORSHALLFlElDYERlFY
SlTE CONOITIONS AND UllUTYlOCAnONS PRIOR TO EXCAVAnON/CONSTRucnON.
11iEENQNEERSHAl.LBEt<IOlln[O,Uo.IW,ATElYIFANYDlSCRE:PANClESA.IlE
FOUND.
CONmACTOIIS SHAll R€FER 10 I./l'CMITtCTlJIU.l PlANS FOR EXACTlOCAnONS
M<lOlWENSlONSorIl[S1100LE.SlOPEOPA"'!:UENT,EXI1PORCHEs,aAUps,
TRI.iCXOOCl<S,PIlEClSEBUUlI<CO,t.lENSlONS,EXACTBUILOINCUl1UTY
ENTRANCELOC...TIONS....NOEX...CTLOC.llONS.NDNUl.la~Of'OOVINSPOOTS.
AU EXC.~.l1ON ~AU BE IN .CCOROAtlCE \011111 mE CURRENT EDlllON Of'
'STANDARD SPEClFlCATIONS fOR TRENCH [XCA~.TION AND aACKflu./SURfACE
RESTORATION"ASPR(P.REtlBYTHE:CITYENGlNEERS.SSOCIATIONOf"
UINNESQTA..
AU DlSlIJRBED U~.'iED .RE.S ARE TO RECEI'iE fOUR INCHESOf' TOPSOIL
AND SOD OR SEED. mESE AREAS SHAU BE W.lEREtl UNTIL. HEALlliYSTANO
Of GR.SS IS OBTAlNEtl. SEE LANOSCM'E PlAN fOR PL.ANTltlO ANC l1JRl'
EST,>SUS/lUENT,
~. AU SLOPES SHAU BE GR.DEC TO ':1 OR FLAmR. UNl.ESS OlliER\OIISE
INCICAlEOONlliIS~EET.
6. CONTRACTOR SHAUUNIl'ORUl.Y GRADE AREAS 'MllilN UUITS Of' GRACINO ANO
PRO'<1DE.SIoIOOlliF1NI~ECSlJRl'.CE'MlHUNlfORl.lSl.OPESBElWEENP(llHTS
'M-iEREEL.EVATIONSARESHO~ORBElWEENSlICHPOlNTSANOEXlsnNO
GRADES-
.
.
CUNINGHAM
G R 0 U P
--
-'^
.--
'"'_!it,.
-~
-~
~.
T"m"."",
...."l..""'l
......: -
7. SPOT ELEV.l1ONS SHO~ INDlCAlE Fl~SHEO PA'iEUENTELE~.llONS" OUTTEll
flOW LINE UtlLESSOlliEll\l1SE NOTID. PROPOSEDCONTOUR'SARETOF1NI~EO
SlJRl'.CEGRADE.
e. SEESOILSR'EPORTPREPAREOBYSTORXT'MNClTYlESllNGO.lECSEPlEUBEll
'6. 200ll fOR R'ECOUUENO.llONS ON GROUNOW.lER. SOIL CORRECl1ONS ANO
BUllOlNOHOLDOOVlNS-
9. CONTRACTOR SHAUOrsPOSE Of' ANY EXCESS SOIL UAlERlAL lH.TEXISTS
AfTER THE ~lE GRADlNG.ND UllUTI' CONSlRIJCllON IS COloIPl.ETEO. THE
CONTRACTOR SHAUOrsPOSE Of' ALL EXCESS SOl. UAlERlAL IN A UANNER
.ca:PTABLETOT1iEOVlNER ANC THE REOUlAllNQ AOENClES-
1C.CONTRACTOR SHAUPRO'<1DEC. STRUCl1JRALRET/oJNING w.u. DESIGN
CElll1FlEO BY A UCENSED PflOfES~ON.L ENGINEER.
11. AU CONSTRl!CTION SHAU CONFORIoI TCLOCAL. STAlE ANO F'UlEll..... Rl.lLES
INCLUOINGll-ENAl1ON.....POU.UT.NTDlSCHARGEEUIoIIN.llONSYSlEt.I(NPDES}
PERloIITREClUIREIoIENTS.
12,PRIORTOPlACEIoIENTOfANYSlRIJCl1JREORP.VEIoIENT..PR'OOfRO!l.AT
IoIINIIoIUIoI. \I1LL BE REClUIREtl ON mE SUBGR.DE. PROOf' ROLUNG SHAU BE
.CCOt.IPUSHEC BYIoIAXIN-G I.IINIIoIUIoI Of" 2 COloIPLElt PASSES \011111
ruU.T-LOAomTANDEIoI-AXl.EOUIoIPTR\JCI<.OR~OVEDEClUAL.INEACHOF
2 PERPENDICULAR DIRECTIONS "MiILf UNOER SUPER'<1st(lN ANC DlRECllON OF
THE INDEPENDENT TESllNG LABOR.TORY. AREAS OF fAl.URE SHAU BE
EXCA~.lEC ANO R!:COIoIPACTED .S SPEClrED HERElN.
l',E...BANK...ENTIoIATERlALPlACEOBENE"'THBUllOlNGSANOSTREETORPARKING
ARE"'SSHALL BE COIoIPACTECIN ACCORO.NCE\11TH THE SPEClFlEDDENSlTI'
IoIETHOO.SOUruNEOINIoINOOT21~.:lf"1 AND THE RECIUIREI.IENTS OF lHE
GEOTECHNICALENClNEER,
14,E...BANK"'ENT IoIATERlAL NOT PL"'CEO IN ll-E BUILOING P.O. STREETS OR
PAR1<ING ARE.... SHAU aE COIoIPACTID IN "'CCOROANCE 'MlH R'EClUIREIoIENTS Of
THE ORDINARY COIoIP"'CTION t.lElHOO ...S OUlLlNEO IN .....OOT 21D~,:lf"2
1~, AU SOl.S AND IoI"'TEFlIALS TESl1NG SHAU aE COloIPLElEC BY AN INDEPENDENT
GEOTECHNICAL ENClNEER, EXCA~.llON fOR mE PURPOSE OF R'EIoICVlNG
UNS1ABl.E OR UNSUI1A.BLf SOILS SH.LL BE COIoIPlETID AS R'EClUIREtl BY THE
GEOTECHNICALENClNEER,1l1ECONTRACTORSH.....LBER'ESPONSlBLfFOR
COORDlN"'l1NG.U. R'ECIU~EO SOILS TESTS .ND INSPEC110NS \11TH mE
GEOTECHNICALENClNEER,
-
"
-..
---..
---
--..-
--
- -
.....--.
-
II... p_
--
G.-ading Legend
CUP & SITE PLAN
REVIEW" NOT FOR
CONSTRUCTION
EXlST1~ PRCPOSEIl
,.....,.."'Y'...._,..,,_.,,'''''-
M--'_......,.'_~~_~,
---.......,......,
_..__..._ot...
-..--
_-IIeo__ _-Ilao__
PIlOPERTYUN-E
INDEXCONlOUR
INlERVALCON10Ull
CURBANCGUmR
POND N-ORt.I..... WAlER LEva
~TFENCE
STOR...SEVlER
FlAflEOENO SECl10N (\11TH RlPR.P)
W.1ER....1N
SANITARY SEWER
RE1AlNINGWALl.
ClR.IN11Lf
RlOGEUNE
GR.OINGU...ITS
ROCKCONSlRIJCTlOtlENTRANC(
EllOSlON CONTROL Bl.ANXET
SPOT ELEVATION
flOWDlR'ECTlON
--
Westwood Community
Church-Phasefl
Addition
______1HJ2__1HJ2_
......~~~
.- """"~"'lp>O.;
~
.
~-...
~
'....'1>01<>>
.
-,.
W<-"" ",r.
o
- .-
f'J:,NC
-. -
-. ~
-- .
-. -
-~,-
-""'- .
-...-
- --
".00
.
~ftflJ.
r:({//~
,01.00
~
)(
-,&
PrefiminaryGrading,
Drainage & Erosion
ControfPfan
-.-
C3
O' 20'
40' 60'
4of12
_0...__....__
Cot<NEC1TO
" EX,SlllGSANITAAY
.... "'ANIlOLE
_____ "I<O.l)STRlIol969.9
_____ "'" IE(SE)-979.C)5~
. ~~----/"
----------. ~ " RELOCAl[G.O,S
~ ""
. '\:: :::':,~:i,
IE(NW)-978.~
IE(NE)_976,4(l
CBI.IH-21
RlM_91l9,OO
IE(NW)_91lIUlII
IE(S)_9B6.06
15U'_lZ"STIoI
.O_~
e2009_"oodp",Ie5sioo.I~cea.I"..
Call 481-loo,obOf,...d19'l;"g,
GOPHER Sf.... TE ONE CAlL
T....Clty..._M'-~OOO2
loin. Toll f.... 1-800-252-111l6
"
"
I
,
~':;;:.';.'!'=./
,
'" /PROPOSEOBUWNCEXPANSlON
,I' LOwrRLE'<nEl.EV"'TION_~1.6
8" WATER S[ll~CE
.. S5LF-a"WAl
2-4.5~ BOlOS
C8-12
RlI.l_990.90
,[(SE)_9a7.IO
.
.
*
", .
/"\\
'" '
",O/v '
,/,/
/
CB-JJ
RII.I_990.80
11'(5)_987.21
SANHARY SER~CE
SLF-6"SAN
02,00ll;
IE_983.7
<;i
,
,
,
/0'
,/0
CS-32
flI...-991.40
IE(SE)_91l7.21
lS"STtELCASlNGfOOSTOIlIol
SEWERIJNOEllIlUlLOtNO
CB-.2
ROol"'990.50
IE(SE)-966-60
,
F'ES-4(l
IE_98Il.OO
~~
IE_9llfi.OO
.
\
"
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.
'.
'.
,
\
\
.
.
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I
"
"
l08Lf-
01.em:
'.
12.S~...
.
a" SAN '"
C8r.1!l_11~'"
R111_990.JO
IE(NW)_986.02
IE(SE)-9IlfI.02
"
.-
'.
~
----,,---- /
,-~
~
'.
CONNECT TO \
[XlsmCSANITAflY
'm~
AO.lJST Rill 991.15 ~
IE(5)_976.69'" )
1((W)_97S,SO
'~, . /"
/\"
, .
01,00lI
. \ '
. ~
SA.N-MH2
RlM_sa9.52
IE(NWl*976,OO ..
IE{SW)_977.S1
/ IE(H)_an71
////
//
//
//
//
//
-.
141Lf"-
005a~
S"SAN
12"STM
FES-l0
IE_984.oo
95Lf"-S"SAN
o O.58~
General Utility Notes
-
-
III
1. ~ELOCATIONANO/ORELEVAnON~El<JsntIGunUnESASSHO'M<ONnlESE
PLI.NSAREBASEOONF1EL.OSURYEVINrORlIATIONBVWESTWOOO.o.NO
EXISnNGPLANS8VOTl<El'lS.~EINFORloIAnONSHALLNOT8EIlE:LJEOONAS
BEltIG EXACTOR COUPLETE. Tl<ECONTIlACTORSIliUYEl'llFYEXlsntIG
CONtlInONSPRlORTOCONSTRUcnON.o.NONonrv~EO'M<EllOREtlGINEER
~tlISCREPI.NClrs.
2. iUSA-NITARVSEWER.STORloISEWERANOWATERlIAININSTl.U.AnONSSHALL
BEPERMINNESOTAPWMIljNCCOOE.o.NOINACCOROANCE"MTl<TllECUIlRENT
EOlTION~"STANOARO~EClF1CAnONSrORWATERMAINI.NOSDl'llCEUNE
INSTI.U.ATKlNANOSI.NITARVSEWER ANO STORloI SEWERINSTl.U.AnON" AS
PREl'ARID8VTllEClTYENGINEERSASSOCIAnON~lIINNESOTA.
J.PRIORTOCONSTIlUCTlON.TllECONTIlACTORSHALL08TAlNTllENECESSARV
rroERAL,STATEA~LOCAlPElMTSFORTllEI'ROf'OSEO'IIQflKORYERlrv
\lo1TllTHEO'M<El'lORENOlNEER~ATPER'IoIITSHAYE8EEN08TAfNEtI.PER'IoIIT
I'USSIliU8t:Tl<ERBPCINSlBIUTY~~ECONTIlACTORUNL.tSSO~ER"MSE
ARRANClEO"M~l1iEO~ER.
4.CONTIlACTORSHAlLREI"ERTOARCHTECTURAlPLANSFOREIUlCTLOCATION
.o.NOtNMENSlONS~OOORWAvs.R.oJ.IP5.TRUCKDOCI<S.PREClSEBUILDIHG
OltolENSlONSANDEXACTBUIL.OINGUTUTYCONNEcnONLOCAnONS.
5. AlL P!lIVATE urunES SHALL 8t: CONSTIlUClED IN ACCORDI.NCE'Ml1il1iE
~EClFlCATKlNS~TllEAf>f>ROI'RlATEUTlUTYCOUPANV, ~ECONTIlACTOR
SHAlL COORDINATE TllE SER~CE UNE CONSTRUCTION \lo1~ ~E UTlUTY
COloIPANIE5.
6. CONTIlACTORSHAlL08TAlNAlL NECESSARVCITY PERlIlTSFOR UTlUTY
CONNECTlON5.ANDUruTESSHAlL8EINSPECTEOANOAPI'ROYEDBVTl<E
CITY. lliE ClTYSIlAlL8t:HOTflED 48-HOORSPRIOR TOCOUIolENCING \lo1TH
~EUTlUlYCONSTRUCTlONORANVIlEQUIREOTESllNG. CONTIlACTORSHAU.
NOT OPERATE. INlERFERE'Ml1i. CONNt:CT ANVPU"E OR I-lOSE: TO. OR TAP
I.NV WATER MAlN BELONGING TO nlE CITY UNl.E:SS DULV AUTHORlZEtl TO DO
so BV l1iE CITY. ANVAOVERSECONSEQUENCES~SCHEDUl.EtIOR
UNSCHEOULEDOISRUPTlONS~SER~CE TO~E f'l.lBUC ARE TO BE nlE
RESPONSlIljUTYOF' Tl<E CONTIlACTOR.
7. WATERlIAlNLENGTllSASSHOIW-lAREAPI'RO)(JlIATEHORIZONTAll.E:NG~5.
AlLOWFORAOCNllONALI'lPEMlENINSTAll.INOONSLOPESOR~EN
OEF\.ECllONSAIlEIlEQUIREtI.~EJOlNTDEFU:CllONSSIlAlLNOTEXCEUlTHE
lIAI<JMUlIIlECOUMENOEtlBV~EI'lPEMANUFACTURERORBVLOCAl
OOVERNiNC SPEClFlCATIONS. FlTTlNGSREQUIIlEO TO CONSTRUCT WATER lIAIN
SHAlLBEINa.uOEtlINWATERUAlNCONSTRUCllON.
S. PRO~DE WATER lIAIN TllRUST R'ESTIlAlNTS PER CITY STANOARO
REQUlllElIENTS.
9. A lIIN'lIUl.O VERllCAL SEPARATlON OF 1S INCI-lES IS Rt:QUIIlEO AT AlL WATER
lIAlNCROSSIHGS'M~SI.NITARVSEWERORSTORlISEWER.
10, UTlUTY SE:R~CES Tl'f'ICiUV TERMINATE 5' OOTSlOE: B,-"lDItIG WAlL UNl.E:SS
Ol1iEl'l\lo1SESHOIW-lORNOlED.
.
.
CUNINGHAM
G R 0 U P
--
-'.
.--
'"'_!it,.
-~
-~
~"
T"m"."",
...."l..""'l
......: -
11. iUlIATERIALSSHAlLCOloIPLV'MTHl1iEREOUIREt.!ENTS~l1iEClTY.
12,iUWATERUNESSHAlLBEOUCTl.EIR'ON'MlAPPEDINPQL'fETH'lUNE.Cl..ASS
S2Wll1i7.S' MINIMUM COVER. PROWJ(lIINIMUlISEPARATION Of1S"FIlOI.l
SANHARV SEWER" STORtoI SEWER.INSIJUTE WATER MAIN IF LESS THAN 7.5'
OF COVER.
lJ.INSUl.ATKlN SIliU Bt: OOWSTYROFOAlI ~ BRAND J5 OR EQUIVALENT, 'MTH 4
INCHESOFTHlCl<NESS-
14.SAl-jjTARV5t:WERI'lPEOOTSlOETHEBUILOINGENlIUOI'ESIlAlLBt:PQLyo,1N\'I.
CHlORI0E(PVC)SORJaOR2e,SOR26ISRI'C1UIREDFOROEPTHSCREAT'ER
THAN15mT,SANITARVSEwERPIPE"MTHIN5mT~eulJl4HGANOUNOER
FoonNGS.I'lPl:SIlAlLBEPVCSCHEOULE40.
15, STORloI SEwER I'lPE SIlAll BE: RON,ORC((} CctlCR8E I'll'( (Cl..ASS S FOR
PIPE DII.I.IETERS 16" ANOS/,lAlLER,Cl..ASSJFORPIPE DII.I.IETERS 2'" ANO
lARGl'R UI-I..ESS OnlERMSE NOltO) NTH R-4 GASKETS. OR HOPE STORloI
SOIl:RPlPE:lfAlLO'IIEDBTTHECITY,HOF'E STORloI 1'lPl: SIlAlL MEET
REQUIREMENTS OF' AASHTO lI2~4, rrP€ S 'MTH WAltRllGHT CONNECTIONS.
SEE PlAN fOR LOCAllONS WHERE RCP IS Rl'O)JIRED. PVC STORM SEWER PIPE
SHAlL BE SCI-lEOULE 40 PIPE. FlAREO 010 SECTIOOS SHAlLBt: RCP \\1TH
TIlASH CUAROS I< RIP-RAP.
16.POSTINtNCATffi VAlIf:S SHAlL BE: ClllW F-S7SO (ffi (QUlVAlBH) ME(TlHG
AWWASTI.NOAROC5OIi1.N0CITYSTANDAR(lS.VAlIf:TOBt:lI(CHANlc.o<.
JOINT RESlUENT"MllGE CAT'E: VALIf:. POST TO 8t: AOJJST.o.BLE:FOR emT
WATER lIAlHDE:Pl1i. lIiE ElECTIlICAlAlARt.l S\\1lCHSIlAlLBE:PARTNQ.
PCVS2(OR EQUIVAlEHT).
17, ,l.F"TER CONSTRUCTlON ISCOloIPLETED, ~ECONlRACTOR SHiU PRO~OE THE
OVlNER"MTliANAS-BUILTIlE:CORD~UnUTYCONSlRliCTION.~E"S-8UllT
SHAlLINa.uDE LOCATlON AND LENGTH OE~"nONS OR CHANCES TO TliE
PLAN. CONTRACTOR TO \l'ERlFV \lo1TH OIW-lEl'lORENClNEER'MjEl1iEl'lAPLA-N
\lo1THPOST-CONSTROCnONEl.E:V"nONSISREQUIREO,
-
"
-..
---..
---
-........-
--
- -
....--.
-
N... p_
--
CUP & SITE PLAN
REVIEW" NOT FOR
CONSTRUCTION
Utility Legend
,.....,.."'Y'...._,..,,_.,"""-
M~_""""'_~~_~'
---.......,......,
_..__..._~...
-..--
FYl<rnNG
~
......~~~
I'ROPE:RTYUM'
EASEMENTUNE
QJRBANOGUTlER
SI.NITARVSEWER
SANITARVSEWERrtlRCEMAIN
STORM SEWER
WATER MAIN
Hl'DRI.NT
~.
litlOCRGROUNOELECTRlC
OVERHEAOELECTRK:
litlOCRGROUNOTElEPI-!ONE
OVERHEAO TlilLPHONE
lE1.EI'HDNEF1BEROPllC
CABLE TEI.E~SlOO
ORAINTILE
t;AltVAlVE
FlAREOEND5t:CTlON(\lo1THRlPRAP)
~,-
YEl'lTICAlUl1UTYSEPARAnON
--
Westwood Community
Church-Phase!1
Addition
.- """"~"'lp>O.;
,....,/>01<>>
---
.
.
W<-"" ",r.
_n.o__...._
- .-
f'J:,NC
-. -
-. ~
-- .
-. -
-..
~-..
.
-~,-
-~,--€> .
-0<<- ___
-""'- -....-
--- ---
_"'__M
-.,.--,...
-""- -,.,.-
-",--....-
_.u_
-
o
-
~
.
.,
.
)(
-,&
Preliminary Utility
Plan
-.-
C4
.,'
"
"
~.
50f12
_0...__....__
................
................
'. .
~~~,~'-
I
-
0 --
I
n L100
0
@ EXISTING LANSCAPE TREES 6of12
,",,<<)" -~.._-_..~...-
EXISTING LANDSCAPE TREES - 1.29.2009
1YPE UANTTTY
Deciduous Shade Tree 41
Ornamental Tree 218
Conifer t t 4
TOTAL 373
i
J a
~/
~1-~~-::~~" -v~~~--<)
-........:::::. .
.~~~. ~y.
. ..","~
--..,,;;>~
..,
;7; '.
4N4/., .................
0.... 'JOON4 U ..................
Or::::- . ~~.--...: /)/r'/f/.,:.................
. lot:: --------O~::---=' "Ii
Of= ~ <l <f
O-~ 0\
~ O~ - ~ -JfJ '-::D
-..r---1....--~ ----'
'2 OS ~ ~L-- ~O
"'\0:- =B:E ~ -",
CC:=-1i~~
'~OS ~ ~--V
\:nO ~ -1i ~
;.ot=_i~-'J
;: 0';- ~ €ii -: -l,
r- -----' --- ~'/":\
OS ~ ~ ==P
0'- ~ . '-- --j
-'\-"t 0 f- =0
~ =-D'" =J
~:::p ~
~~~
$ it1J~. ~
cJ2~ ~: ~ ~O'
.Ii'--.. ~.. .'~ !.' ~Mf:: 1 .
· -:::0
/ -
01
a
~.~
"@
,
a
.~
\
a
~ DECIDUOUS SHADE TREE
I 00 I ORNAMENTAL TREE
~ CONIFER
~ EXISTING TREES TO BE RELOCATED
w
m
"
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I
)
~
o
B
a a 8
8t
3AR~1 WINDMill
a
~
w
.
o
~.
.
~
I'
I
I
I
I
I
I
-
-
III
.
.
CUNINGHAM
G R 0 U P
--
..... .....,...
..-....
101_"'"
~~
_..
."
T.'"''''''''
'","ll1t""ll
-- . -
-
CLISE
u.surrIlCm'EC11U+
...m..........'R._.......'
. ,,,.,,-
-
....lIMo lIoec_
CUP & SITE PLAN
REV1EW-NOT FOR
CONSTRUCTION
,-'*"'.........-
~_..-.....-..
,...-....,.....,
l......_....._d..
..-
- ~-
- -.
lloIo..,,,,,,
<-"'- '2lO!
~ ~
pc,...:,
"-"r cs
Owdood"r .II
-- .
-. -
--
Westwood Community
Church. Phase II
AdditiOll
-,~
EXISTING
LANDSCAPE TREES
MORT"'R.lLLCOORSES
ONLVJONECESSAAYTO
EUMINATEROCKING.
lWl.EOOTSIDEOf FI'-B'"
JQIHTSY."llACKFROM 1"
F"'CETOJ.QiIEVE'"
"DRY-ST"'Cl("
"'I'PE.I.RA~E. <7 <7 T
~
SECTION
SIDE ELEVATION
1
,'.8-
END ELEVATION
,
l101
FREESTANDING LIMESTONE WALL
l-.I'-cr
.
L'(::w...;..~
~
CONCRETE/SOD RELATIONSHIP
l".I'-cr
....-,-,.=<1."""""'""'".....
."."~._-~
~-~-"""", I \
""'-_SEElJo>1
',,"\,^':-'-""""'-".,
,',
Q
STEEL EDGE
l""I'-cr
PRECASTCONCRETEc.\P.TOIAA.TCHBlJILDING
W.I.ll5TONE-TOIAA.TCHElUILDING
F"'CE SlIE Of STONE SKAll BE SIMILAR
T08UILDlNGVEHEERTUlAA.TOlAI'PEARANCE
FILLCENTERVOIDWITHC~EDsTONE
"""
}S FI8ERSEP"'RATlOH JOINT
CONCRETEW"'LK
~
COMPACTED8ASE,Y."-l"ClEAR,
CRUSHED STONE
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GENERAL NOTES:
1. ALL TURFGRASS SHAll BE IRRIGATED
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PREP"'RATlON OF PERENNlAl BEDS: 12'OEm1
1:1:1 SOIL MIX, DRAIN TILE TO STORM SEWER
ANOrFlNESHREtlH...RDWQODlIARKMULCN
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FIRS' FLOOR ELEV=.006,8
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PLANTING PLAN
PLANTING NOTES
1....II"'""'Utifl,sIlape-<ofbed<lndlocall""''''"llbeve<1fledlnd
Idju.tedlSrequlredtoconfonntotneexaclcondltlonsofthe.lte._ew
wIt~lIndscIpear<!llleCt ptIoftodlnl",.
2. l.ocIte~lllKllItifl.lncludl",lrr1i1II""llnes. wlthtneOo<<>er. ~or;tfythe
La~pe"'rchltectofl"'lconfl\{tstoflclllllte~relocotl"".
contr"'tor>hall be ""'9""Slble fo< lne re?Olr 01 1"'1 <lIrnoseo to........
J.The""'lrICto<sIlaUbereoporr.iblelo<"""",;-I<>iwit1lllllpplicot>le
'_."'8"loli"","odpemtits'l""..mrrllthe""""'.
..TheContr"'to<.....l(be""pon>iblefo<..lmulclleolnd~;"'..,;1
quontil:ie<tocompletelhewOOl'hown""theptan. VemYlnQUlnt;tie5
5hownoolhep!arrtKhrdule.
5.TheContfi>ctorsllall~lromtne.ile.II>Od/t"'fwhlch""'bfton
_fOl'newplo.n'bed<.lOI'ta'lermrtor'iI/'ofmoterial.OI'SI4lPl;""
OI'l-<ilewlllootbe.I!_.AAyplont.totknotpl.ntedOl'ldoyoldell""'l'
sIlallbeheel...in.ndw.'.,.....lOl1i(lrrstoll.tiOl'l.Pl.rr..notmoirrllinedirr
lhl.m.~wlllbereject....
6. The Cont,"ctorsMllkeepPO_',pl.nt.....andbulldlnllscleanlnd
........Ined. All w..te.....1l be promptly ,e",o.od from the.lte. Mld.moil/'
toe(i.tl"llf.cllltlessllaUbere?Olred.'theContractor".~.
7. Thepi.rrt.~esprecedence_'thepl.ntschedl.lelfdl$Clepe."'1es
e><lst.Tnespeclnu.tlonslll<eprecedeoce.,..,..tne~I"lInotes.nd
lIener.lnotes.
8. Amend pli01 bed with I"", SUl.f.te.
9. ~sU:><t;M;lonsolplonlm.ter\ol.sIlatlbeoccepted""leno.ppl'O'te{lirr
wti'i", by the l.rrmc.pearcm<ecL
\0. ...llpl.rrti"'stoc\<.....Uconlormtothe'Americ.onSUodordf"'Nurwry
Stock'~,lot_editioo,oItheAmerlc&rr""""';.tionofN...,..,...,.,...lnc.
n....llpl.rrt<!holtbell.....rrteed''''one_r.......''''ot~'l'l!CIfied.
The~""r.rrt"">ho(I~rtheful'c""'oIrepl.c.......m,lnctudi"ilobor_
pi.rrts.
U.Sea"""/hnoofPlarrtinll:
Deciduous potled pl.rrts: Apf"ill.J"""'./.!wlI,21._.1
DeclduousB&S:Apr\II.j......l./.AlJg.21._.1
PLANT SCHEDULE
LAWNS T
IOU"'N.1 I
2300 SV SOO
t--3000 sv SHO"'NO STRAW IollACM :j: +:j:
PERE~N~L AND SHRUB BEOS t
IOU"'N.1 I I I
;>9OO.q"......or'rOMpg.roorr"".(f'f'fl...'r....._n_.....""""n........,'..
PERE~NIALS I
Get1eralcontractor shall minirnizedistLrt>a.nceand
C<lfIl!laction in areas to be land>caped by deflnirri
con.tNCtionacc~,.torage~reas""dporl<inlI.
C..:1lractor.hallavoid..,nec......ry.cUvityln
pen~er~~..
E-ween potted plan..: ...prlll. ""'" '5 ./'!wlI, 21.0cI. 1
Everveen&tB:ot.prfll....y15./.A...21.Sept.15
Note: TheControctorm.yelecttopl.rrtirrtneoff.seasonsentlrely.t
hl<Iherr1sk.
H. Plbntlrrll sojl for tree.r>dshr<t> pi": ByW>l~,mi.112""tNesoj,.
withllllmportedploorrtinll..,;".Seeopoa.
f..Plbntirrll..,;lfo<",r<t>lndperenrr;...bed<.T""""-'lIhlym;xedirreQUOl
port>by....ume-l1J.lnefldedtopooll,")wa<hr<!..m,1I)peo''''
orp"';ccompost.Seeopoa.
'5. Froctu",.1l comp;>cted SOil.. See Soil Cec"",,",,",", Not...
\6.1rr1!1.tiOn..".tem,;f""",If;ed,sMllbeMly<>perat_.ndlertedl1
tne time of ptantlrrR. Doa1",fi"lseason,conI.rlCtorstlollmon;101'__
condIU""'o.ndodlustlrrliltlOn..~tO'VOId"""'Ind__er\nlI
oIpl.rrtmoter1<>l.durl"llesllbU~.
11. MW:h: Dooble"'redded"""a..oodmulch.c\Nnandfreeol""""""
_,so!t._otI>eTdel_.mot.,..I.I.li<efOf.lltreeplont1nlls.nd
.,..,...lIpla<lllrrllbed<lor",rutr<.ndpe<ennl.I..DelI_muIctlOl'lpi.nti",
doy.r>dlt'llAch<>llrnoterl.IWlt1Il..l."""'noflnsllll.tlon.li<ethe
foll<>w1rrlldepths:~_fortrees.)lnchesf"'_.2_for
pe<emI.I.. PUUIl'ULOl",W.YFltOMTHETRUNKSAtlO5TEMSorAU
PlANT MATERIAl.
fB. ...llllenonco:sIlatlbq;..lmme<l;.telyoftereachportlonofthe"""",is
irrploce.PlontmoterioOl,'h.Ubeprotectedond....irrllirredlOl1;lthe
_.tI.tiooof.I'pl.ntsl'Complete,i"""",tionhosbeenmode.ndthe
pl.rrtl"!laccep1...,exclU5i""oftnell""r.mtee....in'enoncesllalllndude
wot<'l1rrK,C~tiv.t;"i,mulcnirr!l,pn.m"!loncfremuvatof<Seadmoterlol,oncf
Oeep;nfllhepi.rrt.ln.pl....bpositiOl'l.Afleracceptonce,theOwne<sIlall
.....""'moirrtenonce""""'''';billlie<.TheCOI'l1roctor.....llmo;nt.\irr.1I
moter1.I.ln.pl....bpos'UOI'lfOfthedu-.t101'loftheiUlfanteeperlOd.
19. TheConuactOf.h.I!,,,,,,,,,tfnWl'1t1nfllflnoloccep1.nce1nspectlOl'l.
20. Geotettlle fabrlc.h.1t not be used_mulch. ShruIl.ndpe<ennI.1
bedsllallh.""sp-.:ledlIe<urrle<sptarrslndl<ate_.
Tored~compactlonln~re..tobelon<lscaped,1he
contr.ctor may l'lect to place.rol malnUlln (fOfthe
duralfon of CO<Irt.-....:tlon>a 12 inch de?thofCO<'fl>OSled
vevetoblematterlwoodchiP5.sI1re<idedNrdwood
I1"OJlc~, Ny)
OU"'N. BOT...NCNAMI COMMONN...MI S'lI S''''C'NG COMMINTS
" ,~- .....~"'..ro '""",~...... ''''THU'''''""',,,,,,,,,,,,,,,,. "'CON'. U .~....
'" ....,'" , "'CON'. " ._',an"
, T t T
-
SHRUBS
OU"'N. IOTANCNAMI COMMON N...MI Sill S'ACING COMMINTS
.e~",'Io"'"""'" '""'h~. ~"'..Ow'" "leON'.
'" ....",.'..-. JLJN,.... "o~o..ooo. "'CON'
.. ....,."..",'ot;..~w' 'UM~c.""O-t.OW "'CON'
In~llproposed I.n<lscape~re~., fracture arry arrd .11
corTI!>Kted soli. to the de?thofcomPOCllon. Thlsmay
r"'JJfre tne use of Jadl~alllm...., e,,,"v~tlon~nd
ptJlver1zIna, nP9lnRln sev<:'!"~ldlrectlonsw1th achfsel
ptow Of frost rlpper.
.ft...-frocturlnll,.pplyarrynec.....rysoilamendment5
w<horpnlcmatt..rorphmodlly1"l1~Rf'nts. Rototill
thefractured.oUtwlce.lrrlwcperpendlctJtor
dlrectfo..to~ <lepth of 24'. "'vold .rrd protect
unde!'grourolutlllt\es.
,
TREES
OU"'N. IOTANCNAMI CO_OHN...MI Sill S'ACING COMMINTS
, ~-~ .<JG......". '.,'0.,,,
, ',,""'N; "'"'''CHClU''' ,"'",.n l'to..,
" ,. """'~m""''''.' QU""'NC.'''N "'O"'""~..
. .;.., ~."". >CO'CH"N, .'H'"
, ,,- d_~'" 'lAC'H',,-,,""" .'H'"
Gr~desoil.toHnl,h rra<k$ond protect from
C<lfIl!lactloo..,Ulland>c.pe.rea is plarrted. In~lI
~renwherepovi"ll~b<Jt5tarrd5Capearea.,tr.efin;'"
gr~""ofthe tan<lscape~rea .hall beset 1"-2' Delow
thedown~lIIedRf'ofthe povinato .11ow runoff to
sheetootoadJ""""lland5Cope~rea'.
, 1 I I' ---l
NOSueSTrT\JTlONS OF!'....m MATERIALS SHIIU e~ACC~p1t:CUNl~SS APPROVW ..WflrTI<G eO::."HE L.ANClSCAP~ ARCHlTECT__-.J
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CUNINGHAM
G R 0 U P
Cuningham Group
Architecture, P.A.
S1. Anthony Main
201 Main S1. SE
Suite 325
Minneapolis, MN
55414
Tel: 6123793400
Fax: 612 379 4400
www.cuningham.com
\ \ e BB
Consultant
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Kargee-Fmbriridge,re
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870 WEST COUNTY RCW) B
ST. ~ M~NESOTA 55113-4527
Tel. (651) n1-0880
Fax (851) n1-0878
E-mail kflOkfI-eng.com
Revisions
No.
Date
Description
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Date: 01/30/2009
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Checked By: D. SHAMBOUR
Document Phase: DD
Comm. No.: 08-430.00
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Project Title
Westwood Community
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Sheet Title
Site Plan
Sheet Number
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11 of 12
Copyright @ 2008 by Cuningham Group Architecture, PA (All Rights Reserved)
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CUNINGHAM
G R 0 U P
Cuningham Group
Architecture, P.A.
51. Anthony Main
201 Main 51. 5E
5uite 325
Minneapolis, MN
55414
Tel: 6123793400
Fax: 612 379 4400
www.cuningham.com
"'::;!;
~~"",1
Consultant
Kargee-Fmmtridge,re
~
670 WEST COUNTY ROAD B
ST. p~ "~NESOTA 55113-4527
Tel. (651) n1-0880
Fax (651) n1-0878
E-mail kfiOkfi-eng.com
Revisions
No. Date
Description
CUP AND
SITE PLAN
REVI EW
Date:
01/30/2009
PIC / AIC:
Drawn By:
Checked By:
Document Phase:
Comm. No.:
R. BODNAR
D. 5HAMBOUR
DD
08-430.00
Project Title
Westwood Community
Church - Phase II
Addition
Sheet Title
Lower Level
Lighting Plan
Sheet Number
E201
12 of 12
Copyright @ 2008 by Cuningham Group Architecture, PA (All Rights Reserved)
Survey
for: WESTWOOD
COMMUNITY CHURCH
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lAND SURVEYORS . CIVIL ENGINEERS
LAND PlANNERS. LANDSCAPE ARCHITECTS
2422 Enterprise Drive
Mendoto Heights. MN 55120
(651) 681-1914 FAX: 681-9488
625 Highway 10 N.E.
Blaine. MN 55434
(612) 783-1880 FAX:783-1883
DWG.#104049501 NJK
* BEARINGS ARE BASED ON THE WEST LINE OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 9,
WHICH IS ASSUMED TO HAVE A BEARING OF NORTH 00'32'39" WEST.
* THIS SURVEY DOES NOT PURPORT TO SHOW THE EXISTENCE OR NONEXISTENCE OF ANY ENCROACHMENTS FROM OR
ONTO THE HEREON DESCRIBED LAND. EASEMENTS OF RECORD OR UNRECORDED EASEMENTS WHICH AFFECT SAID LAND
OR ANY IMPROVEMENTS TO SAID LAND, EXCEPT AS SHOWN.
* THE BOUNDARIES ON THIS SURVEY ARE A COMPILATION OF FOUND MONUMENTATION IN THE FIELD AND INFORMATION
OBTAINED FROM SURVEYS PREPARED BY EGAN FIELD AND NOWAK INC. LAST DATED SEPT. 20TH, 2001.
LEGAL DESCRIPTION PER TITLE COMMITMENT:
PARCEL 1
That part of the Northwest Quarter of the Southwest Quarter of Section 9. Township 116 North, Range 23 West of the 5th
Principal Meridian described as follows:
Beginning at the Southeast corner of said Northwest Quarter of the Southwest Quarter; thence on an assumed bearing of
North 89 degrees 33 minutes 03 seconds West. along the South line of said Northwest Quarter of the Southwest Quarter. a
distance of 248.27 feet; thence North 0 degrees 35 minutes 13 seconds West a distance of 131.30 feet; thence South 89
degrees 09 minutes 03 seconds East a distance of 247.58 feet to the East line of said Northwest Quarter of the Southwest
Quarter; thence South 0 degrees 54 minutes 38 seconds East, along said East line, a distance of 129.59 feet to the point of
beginning, according to the plat thereof on file or of record in the office of the County Recorder, Carver County, Minnesota.
Subject to an easement for driveway purposes over the West 25.00 feet of the East 50.00 feet of the above described
property_
Carver County, Minnesota
Abstract Property
PARCEL 2
That part of the Northwest Quarter of the Southwest Quarter of Section 9, Township 116 North, Range 23 West of the 5th
Principal Meridian described as follows:
Commencing at the Southeast corner of said Northwest Quarter of the Southwest Quarter thence on an assumed bearing of
North 89 degrees 33 minutes 03 seconds West. along the South line of said Northwest Quarter of the Southwest Quarter. a
distance of 248.27; thence North 0 degrees 35 minutes 13 seconds West a distance of 131.30 feet to the point of beginning
of the land to be described; thence continuing North 0 degrees 35 minutes 13 seconds West a distance of 149.91 feet South
89 degrees 41 minutes 03 seconds East a distance of 246.67 feet to the East line of said Northwest Quarter of the
Southwest Quarter; thence South 0 degrees 54 minutes 38 seconds East. along said East line. a distance of 152.23 feet to
the intersection with a line which bears South 89 degrees 09 minutes 03 seconds East from the point of beginning; thence
North 89 degrees 09 minutes 03 seconds West a distance of 247.58 feet to the point of beginning.
Together with an easement for driveway purposes over the West 25.00 feet of the East 50.00 feet of the following described
property:
That part of the Northwest Quarter of the Southwest Quarter of Section 9. Township 116 North, Range 23 West of the 5th
Principal Meridian described as follows:
Beginning at the Southeast corner of said Northwest Quarter of the Southwest Quarter; thence on an assumed bearing of
North 89 degrees 33 minutes 03 seconds West, along the South line of said Northwest Quarter of the Southwest Quarter. a
distance of 248.27 feet; thence North 0 degrees 35 minutes 13 seconds West a distance of 131.30 feet; thence South 89
degrees 09 minutes 03 seconds East a distance of 247.58 feet to the East line of said Northwest Quarter of the Southwest
Quarter; thence South 0 degrees 54 minutes 38 seconds East, along said East line, a distance of 129.59 feet to the point
of beginning.
PARCEL 3
That part of the Northwest Quarter of the Southwest Quarter and the Southwest Quarter of the Northwest Quarter of Section
9 and that part of Government Lots 8 and 9 of Section 8, all in Township 116 North, Range 23 West of the 5th Principal
Meridian. described as follows:
Beginning at the southeast corner of said Southwest Quarter of the Northwest Quarter; thence North 69 degrees 42 minutes
15 seconds West. assuming the west line of said Northwest Quarter of the Southwest Quarter has a bearing of North 0
degrees 32 minutes 39 seconds West. a distance of 978.50 feet; thence South 36 degrees 06 minutes 16 seconds West a
distance of 18.77 feet; thence South 38 degrees 21 minutes 19 seconds East a distance of 40.00 feet; thence North 69
degrees 13 minutes 44 seconds West a distance of 638.58 feet; thence North 87 degrees 00 minutes 49 seconds West a
distance of 822.99 feet; thence South 1 degree 58 minutes 09 seconds East a distance of 206.39 feet; thence South 28
degrees 11 minutes 51 seconds West a distance of 368.57 feet; thence South 41 degrees 10 minutes 18 seconds West a
distance of 410.76 feet; thence South 7 degrees 50 minutes 18 seconds West a distance of 350.24 feet; thence South 13
degrees 35 minutes 53 seconds East a distance of 397.22 feet; thence South 8 degrees 05 minutes 03 seconds East a
distance of 38.84 feet; thence North 89 degrees 43 minutes 07 seconds West about 385 feet. to the shoreline of Lake
Minnewashta; thence Southerly along said shoreline, to the south line of said Government Lot 8; thence North 89 degrees 40
minutes 46 seconds East. along said south line of Government Lot 8 about 1756 feet to the southeast corner of said
Government Lot 8; thence South 89 degrees 32 minutes 26 seconds East, along the south line of said Northwest Quarter of
the Southwest Quarter, a distance of 1054.74 feet, to a point 248.27 feet Westerly from the Southeast corner of said
Northwest Quarter of the Southwest Quarter; thence North 0 degrees 34 minutes 36 seconds West a distance of 281.21
feet; thence South 89 degrees 40 minutes 26 seconds East a distance of 225.90 feet; thence North 0 degrees 23 minutes
47 seconds West a distance of 17.74 feet; thence North 89 degrees 05 minutes 22 seconds East a distance of 20.56 feet,
to the East line of said Northwest Quarter of the Southwest Quarter; thence North 0 degrees 54 minutes 38 seconds West;
along last said East line, a distance of 1046.12 feet to said point of beginning.
EXCEPT: (Exception No.1)
That part of the Northwest Quarter of the Southwest Quarter and the Southwest Quarter of the Northwest Quarter of Section
9. Township 116 North, Range 23 West of the 5th Principal Meridian, described as follows:
Commencing at the southeast corner of said Southwest Quarter of the Northwest Quarter; thence North 69 degrees 42
minutes 15 seconds West. assuming the west line of said Northwest Quarter of the Southwest Quarter has a bearing of North
o degrees 32 minutes 39 seconds West, a distance of 978.50 feet; thence South 36 degrees 06 minutes 16 seconds West a
distance of 18.77 feet; thence South 38 degrees 21 minutes 19 seconds East, a distance of 40.00 feet; thence North 69
degrees 13 minutes 44 seconds West, a distance of 283.38 feet; thence South 10 degrees 46 minutes 16 seconds West, a
distance of 492.43 feet; thence South 71 degrees 39 minutes 26 seconds East. a distance of 131.14 feet to the point of
beginning of the land to be described; thence continuing South 71 degrees 39 minutes 26 seconds East, a distance of 486.30
feet; thence North 10 degrees 46 minutes 16 seconds East, a distance of 451.81 feet; thence North 71 degrees 39 minutes
26 seconds West, a distance of 486.30 feet; thence South 10 degrees 46 minutes 16 seconds West, a distance of 451.81
feet to the point of beginning.
ALSO EXCEPT: (Exception No.2)
That part of the Northwest Quarter of the Southwest Quarter and the Southwest Quarter of the Northwest Quarter of Section
9 and that part of Government Lots 8 and 9 of Section 8, all in Township 116 North, Range 23 West of the 5th Principal
Meridian, described as follows:
Commencing at the southeast corner of said Southwest Quarter of the Northwest Quarter; thence North 69 degrees 42
minutes 15 seconds West. assuming the west line of said Northwest Quarter of the Southwest Quarter has a bearing of North
o degrees 32 minutes 39 seconds West, a distance of 978.5D feet; thence South 36 degrees 06 minutes 16 seconds West a
distance of 18.77 feet; thence South 38 degrees 21 minutes 19 seconds East a distance of 40.00 feet, to a point hereinafter
referred to as "Point A". thence North 69 degrees 13 minutes 44 seconds West a distance of 283.38 feet; thence South 10
degrees 46 minutes 16 seconds West a distance of 492.43 feet; thence South 71 degrees 39 minutes 26 seconds East a
distance of 115.18 feet to the point of the beginning of the land to be described; thence continuing South 71 degrees 39
minutes 26 seconds East a distance of 15.96 feet; thence North 10 degrees 46 minutes 16 seconds East a distance of
451.81 feet; thence North 71 degrees 39 minutes 26 seconds West, a distance of 131.14 feet; thence North 10 degrees 46
minutes 16 seconds East. a distance of 40.62 feet; thence North 69 degrees 13 minutes 44 seconds West a distance of
355.20 feet, to a point distant 638.58 feet northwesterly from the above referenced "Point A"; thence North 87 degrees 00
minutes 49 seconds West a distance of 822.99 feet; thence South 1 degree 58 minutes 09 seconds East a distance of
206.39 feet; thence South 28 degrees 11 minutes 51 seconds West a distance of 303.66 feet; thence South 63 degrees 31
minutes 20 seconds East a distance of 1266.35 feet. to the intersection with a line bearing South 26 degrees 28 minutes 40
seconds West from the point of beginning; thence North 26 degrees 28 minutes 40 seconds East a distance of 390.62 feet
to the point of beginning.
ALSO EXCEPT: (Exception No.3)
All of ZIMMERMAN FARM 1ST ADDITION, according to the recorded plat thereof, including Lots 1 and 2, Block 1, and the roads
dedicated to the public in said plat.
ALSO EXCEPT: (Exception No.4)
That part of the Northwest Quarter of the Southwest Quarter and the Southwest Quarter of the Northwest Quarter of Section
Nine (9), Township One Hundred Sixteen (116) North. Range Twenty-three (23) West of the 5th Principal Meridian, described
as follows:
Commencing at the southeast corner of said Southwest Quarter of the Northwest Quarter; thence North 69 degrees 42
minutes 15 seconds West. assuming the west line of said Northwest Quarter of the Southwest Quarter has a bearing of North
o degrees 32 minutes 39 seconds West, a distance of 978.50 feet; thence South 36 degrees 06 minutes 16 seconds West a
distance of 18.77 feet; thence South 38 degrees 21 minutes 19 seconds East. a distance of 40.00 feet; thence North 69
degrees 13 minutes 44 seconds West. a distance of 283.38 feet; thence South 10 degrees 46 minutes 16 seconds West, a
distance of 492.43 feet; thence South 71 degrees 39 minutes 26 seconds East. a distance of 617.44 feet; thence North 10
degrees 46 minutes 16 seconds East, a distance of 451.81 feet to the point of beginning of the land to be described; thence
continuing North 10 degrees 46 minutes 16 seconds East; a distance of 56.31 feet; thence North 69 degrees 42 minutes 15
seconds West, a distance of 131.82 feet; thence South 10 degrees 46 minutes 16 seconds West, a distance of 60.84 feet;
thence South 71 degrees 39 minutes 26 seconds East, a distance of 131.14 feet to the point of beginning.
ALSO EXCEPT: (Exception No.5)
That part of the Southwest Quarter of the Northwest Quarter, Section Nine (9). Township One Hundred Sixteen (116) North,
Range Twenty Three (23) West of the 5th Principal Meridian, described as follows:
Commencing at the southeast corner of said Southwest Quarter of the Northwest Quarter; thence North 69 degrees 42
minutes 15 seconds West (based on a bearing of North 00 degrees 35 minutes 15 seconds West for a straight line between
the northwest corner and the southwest comer of said Section 9) a distance of 750.15 feet to the point of beginning of the
land to be described; thence continue North 69 degrees 42 minutes 15 seconds West a distance of 228.35 feet; thence
South 36 degrees 06 minutes 16 seconds West a distance of 18.77 feet to the northerly corner of the easterly end of Field
Lane, dedicated in SUNSET HILL ON LAKE MINNEWASHTA, according to the found monumentation of the recorded plat thereof;
thence South 38 degrees 21 minutes 19 seconds East. along said easterly end of Field Lane, a distance of 40.00 feet to the
southerly comer of said easterly end of land as monumented; thence North 69 degrees 13 minutes 44 seconds West. along
the southerly line of said Field Lane as monumented, a distance of 283.38 feet; thence South 10 degrees 46 minutes 16
seconds West a distance of 40.62 feet; thence South 71 degrees 39 minutes 26 seconds East a distance of 486.30 feet;
thence North 10 degrees 46 minutes 16 seconds East a distance of 60,84 feet to said point of beginning.
Subject to the easement for electric transmission line purposes originally established by the Easement filed for record January
9, 1939. in book 43 of Deeds, page 195, as partially released and limited by the Partial Release of Easement filed for record
November 9, 1990 as Carver County Recorder Document No. 119406.
WE HEREBY CERTIFY TO WESTWOOD COMMUNITY CHURCH THAT THIS SURVEY, PLAN OR REPORT WAS
PREP ARED BY ME, OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED LAND
SURVEYOR UNDE AWS OF THE STATE OF MINNESOTA, DATED THIS 13TH DAY OF MAY, 2004.
~
. Larson, Professional Land Surveyor
Minnesota License No. 19828
104049
04-129
3573