HomeMy WebLinkAboutPinebrook - 05091 PINEBROOK C.R. DOC. NO.
KNOW ALL MEN BY THESE PRESENTS.- That Centex Real Estate Corporation, a Nevada corporation, fee owner of the following EDEN PRAIRIE, MINNESOTA
described property situated in the County of Hennepin, State of Minnesota, to wit: This plat of PINEBROOK was ro ed and accepted by�the City Council of�eQ Prairie, Minnesota, at a regular
meeting thereof held this _ day of /N 1 192�.1 /f applicable, the written comments and
The Southwest Quarter of the Southeast Quarter of Section 15, Township 116, Range 22, Hennepin County, Minnesota, except recommendations of the Commissioner of Transportation and the County Highway Engineer have been received by the City or
that art of said Southwest Quarter of the Southeast Quarter lying northeaster/ and norther/ of the following the prescribed 30 day period has elapsed without receipt of such comments and recommendations, as provided by Minnesota
P y 9 y y g Statutes, Section 505.03, Subdivision 2. This plat is part of Planned Unit Development No. City of Eden
described line: Prairie.
Commencing at the northeast corner of said Southwest Quarter of the Southeast Quarter; thence North 88 degrees 51
minutes 00 seconds West, assumed bearing along the north line of said Southwest Quarter of the Southeast
Quarter, a distance of 1020.00 feet, to the point of beginning of the line to be described,• thence South 35
degrees 39 minutes 29 seconds East, a distance of 1211.52 feet; thence South 88 degrees 51 minutes 00 seconds CITY COUNCIL OF EDEN PRAIRIE, M/NNESOTA
East, a distance of 300.00 feet to the east line of said Southwest Quarter of the Southeast Quarter and said line
there terminating.
AND By Mayor 6 By IL,
Manager
Outlot A, DEER CREEK TWO, according to the plat of record thereof, Hennepin County, Minnesota.
Has caused the some to be surveyed and plotted as PINEBROOK and does hereby donate and dedicate to the public for PROPERTY TAX AND PUBLIC RECORDS DEPARTMENT, Hennepin County, Minnesota
public use forever, the Parkway, drivesand the drainage and utility easements as shown on the plat.
l hereby certify that taxes payable in and prior years have been paid for loud described on this plot.
In witness whereof said Centex Real Estate Corporation, a Nevada corporation, has caused its presents to be signed by
its proper officer this 232D day of JvnNF_ , 19f3 . Dated this day of 19 _.
CENTEX REAL ESTATE CORPORATION Patrick H. O'Connor, Hennepin County Auditor By Deputy
SURVEY D/WSION, Hennepin County, Minnesota
Thomas M. Boyce, President Pursuant to MINN. STAT. Sec. 383 B. 565 (1969) this plat has been approved this day of
19_
STATE OF M IRNI SOT-A
Cory F. Caswell, Hennepin County Surveyor By
COUNTY OF M,Giu.Ns,pr,v
The foregoing instrument was acknowledged before me this 232n day of Sbm or--- 1911, by Thomas M. Boyce,
President of Centex Real Estate Corporation, a Nevada corporation on behalf of the corporation. COUNTY RECORDER, Hennepin County, Minnesota
I hereby certify that the within plat of PINEBROOK was filed for record in this office this day of
s o , 19 _, at o'clock _.M.
DANIEL A.BLAKE
�NOTARYPUBLIC-MINNEBOTA ! T, �Ioq(� R. Dan Carlson, County Recorder By Deputy
�� HENNEPIN COUNTY Notary Public, HZVA4zpfN County, Minnesota
MY
Commission Expires Feb.24,1998
r „ My Commission Expires EiJ, Z41 l9R S
I hereby certify that I have surveyed and platted the property described on this plot as PINEBROOK, 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 or will be placed as required by the local
governmental unit as designated on said plot; and that the outside boundary lines are correctly designated on the plat.
Mary We er, Land Surveyor
Minnesota L cense No. 12043.
STATE OF MINN OT4 c
COUNTY OF
The foregoing Sury yor's Certificate was acknowledged before me this �� day of 19 93 by
Martin J. Weber Land Surveyor. [ /I
DIME C WEBER
—MINNESOTAwRIGHtCO,iNn Notary Public, County,UMinn��o1S.
RNOTARYPUBLIC
CrnnWExgresFeb.10,1995 My Commission Expires �� y
■
WES T WOOD
Professional Services, Inc.
Sheet 1 of 2 sheets
i'
PINEBROOK C.R. DOc. Me
60
YY II VLJJVI V\2 VV L/
north line of the SW 114 of the SE 114, Sec. 75 I NE Car. of the SW 1/4
ETA"� / / of the SE 1/4, Sec. 15, Drainage and Utility Easements are shown thus:
" r7c I,v v I L' . --N 68;1'DD" w /
' S 88 51 0 E 304. 15' -�
- J 1324.79-- / Twp. 716, Rge. 22
95.40 - - - - L - - _ _ _
25.43� N0.952555-r \ 1020.00 /�- - - - - - - \\ - - 10 10
l so 0 2Ss 2S Ss.. / \
_ % ------- ------ ------1-------
r o a , 2 1v -n 11
o E 1 // �1 yl" °�� Utility Drainage
EosementL
74 24 341.2s f % ^n a� v / I (No Scale)
uSOT' o��ry o OUTLOT ' I
0 /
B 0� as ps TDrainage & C o ______----_ _ j Being 10 feet in width and adjoining right-of--way
Utility Easement i l I own on lines as shown the lot.
351.55 N 88 28'21" E \\ 1 P
142.26 �i 209.29- \ ._�-4360
Za 9d 10-�i _ - \ S -Edge of Wet/and
3I 149.74 \
to ^� / I I r N 88 28'21" E \Y Z\ \ tam \ I
�h•"' I I-)
n M a'b 2 1 I�6 e
�J �)If IA/n \/ n 1� > \nog"o
-A,l \) \ YU-1 l N I�iN of Q(`\\,L�
I p 2I 10 Survey Line
Z-io
Iv ----� 182.58----J / N N - 111.94` \ I -
O _ / °
41 1 � 0 20710 0 305.65 �\ t ) 100 0 100 200 300
n n �)TA Ar-n IT I D ?�
l \ l lVI L_I v l .� w rr`I!='��\-N 8828'21" E l 93 ^
3 lu a vo 70a! 0 2 s o \ >
h IN, o^� w I I I w� 26 9dQ �m?� 7g�59 y �� Scale in feet
v 1 v`D- ^moo r; I I ]125• 0 y2 sy p3 pl
£ h 1 N ti d5' b 3'3\
ay ! I 4 A
\ 1 P o I10 .Drainage and Utility 9P O
Easement over all "o M \ <
Z 25 \It2 � of out/ot a 4 NI �� o Denotes iron monument set
O 1\ ' Qa \ �T =20' 1 ^ i3� \ P��p p rn `1^
3 . 19 h_ # -----807" d o- C
\\ \\uo 0 %�L_27.28
\ L \ 42.87
\\\ \ �\o \X I // 118.60 E w O N 16j17g9" W I p \.°91 \ of
0
w N 83.24'04" 0 3 03 /j \ N »3200" W \ \\\ I �i�
`•°\ o i �2 \ \ \
\ Q 161.47 1Z�, 53: 2a6.62
o o \ w C\2 1/ 15�ai �LU 5666 \ --- _ Bearings shown on this plat are
0 s`k c, \� sr
�� based upon assumed datum.
N 88 5T30" W 378.65 �I \•m • � /9; E m v �i 1 ' c_ SO?4" �� r'� 1 - p
26537 _ '/ . `��R o5 41'O12.q n N i� it 30 I,� qg>3 1
, 11336 � / I \ m \ _7 112.28N o 1.��1 I'a 5
\ E 2 SKI cP I� �\ 1
C' \ N 8324'04" 33B o^I L N 763126"' W 1\ I �>
,rI n-r �� n� I e,. 5 25 -10.00 3 2 I 25a�j'49.32 I
vv / L.v / I w am 2 47,41 •. - <l
/ 14Z56 ^N
54.00 >•p. lSgg 10-r..l 30 0 �_
4Vy \ I � �+ � 1 n N3--��o�0 162q` Iv 19 a7O i Malmo N >2jq. I I �> LINE TABLE
t9 n r-r-p (p "' N h /e �t \// Bg SS fij. 9e 3>
tag \ JC_C_I "� o. 02 ° I l0 2y fy I 5_ vh o 19 y ro N I
°p' w O 0 0 Ia; i iQ` S.. 4• 19' C9 ^l'V 6;>2 M '_' '�
I •o I hry NI / / /9. F2 SP ¢ 24i / M N ! Line Bearing Distance
^1 ^,o I n s9 Number
\ F I Z o /r`O0 i .''�' l s 'r 0�� \ .?s�� o9e seineft
Ll N 27'07'25" W 52.11
< % \ D / m L2 N 42 08'S5" W 10.43
�)r r-1! o / / \ \ /\y N.V 2s so, �.or y� F It-�� 1 ry \ /
/ • .� \\I C%r `o�`� 2)8� _�._ �y �,��/�4°h� oom //� /t 3��. ao ?s N ss• ro w \ I L3 N 42 08'S5" W 10.47
L4 N 73 04'56" E 26.05
\ /f dQi� �., C6 `"co \. 'SAY 19 /` s ?`{y ^ .Z / / ¢�
/ 29 art ti >C5 1 3 / 6 0 o a s try 2 / , L5 N 7304'S6" E 26.05
62 5 �" 6 Q� \� \2 / m�Se o,2yq;jq.. 2d� 1�'y�� a
INN/166o v wu, 29 ' �5 �� �0 Aso. m \ L=17.16 -
0 65 1I8 g5 I / si?�\S 3279'79" /y / vQ./i/^ A oe o\ / .a0 / V^ T Edge of Creek I 2
tJ \dry. 112-77V�/9p / °n4'p �. // p0 ) I
/ / 4fin\60+' S 8851'00" E
0 6 � A
�� \v ° / -s / / �� 300.00
`C\ $O � � �r � 9 yry/� h r 8 \ / `l �'s� � 'h'o
/` 01d1 1 \ry �, 23,3,y ��.5 O`er \'Sy9 `s�i. 2 �J• p 'h' 0=79.06'10" / ��i \i�/23�. . ; CURVE TABLE
rI A/n �\ 9'S 1 �\ s 2 < ,to \ '� �� SYB .Sy"ty 0 d y 9 6
CA I vYv 14:o 1 0 LOZ? R=716.70 l / Y / 122RdR Curve Delta Radius Arc Chord
0'� v\o 09 E ���'?��ti`' rrD, �o- \ 8 ` v° lz / 2sy �� / /N51 Number Length Bearing
d35 a�� \ `bv �° 8�y\ a° cF ° l s j // /
y 1y �\ o\ Q � y, y ° // �O� C1 3'01;39" 778.51 41. 14 N 2838'15" W
C2 151'18" 778.51 25.21 N 31 04'43" W
r r <� a 6l F \ ° /VQ� ►%j C3 150'S4' 778.51 25.11 N 32 55'S0" W
J � 7t \ eoy / �� o y8• ti is /y
on�j E n0v 0 "
g $ C C4 843'13" 115.00 17.50 N 4630'32 W
OJT �h 0 \Q. s� �. \ / / Q �ry , /A/'^�ni�' /
a 1 b '{ / , o / o o°' / ° vin C5 8'43'13" 85.00 12.94 N 46 30'32" W
�'O h / OU TLOT D T`�' I v
5 'o \ $0 0,- / �a/N / - W j C6 841'00" 175.00 26.52 N 47' 16'34" E
a \ \��8 t> s°�E° h 's \ h� / ` 4 / ma / C7 4 43'33" 175.00 14.43 N 14 33'18" W
\ 1' �\ Qrk`\�� tit0 1 / = ry / I °ry ►7 C8 8638,10" 17.50 26.46 N 8548'47" E
ef, /� r-n/ In /"r'A rnl
/ C9 5 5T24" 285.00 29.63 N 1625 29" E
ANDERSON ___ �� a`�9 �\\a ok �96��6 \ � // / ry� °dry 1 n /I�- C10 9 23'30" 285.00 46.72 N 0845'03" E
Cll 8021'06" 12.00 16.83 N 3607'16" W
p *y '' 2jso��?R\?R• A�y`'9 �h tidb5 \ /2s/ \ Q L_n v L_ C12 20' 18'07" 47.00 16.65 N 8626'53" W
LAKES PARKWAY � s � � l2s `y// �� �" n �� n �)-�-n Ar-n r-r-,�
- - - - Z � / 214.32 /I . l I Y�/.� Z/ rl, /11 \ I IV/t_IV I ...:
210.00 ' 286.42 , Survey Line s1s.D2 C13 10' 19'08" 54.50 9.82 N 78' 14'30" E
SW Car. of the SW 1/4 J A/
N 884755" W / - - C14 1750'05" 447.22 139.20 N 08 00'02" W
of the S£ 1/4, Sec. 15, // �Y 1326.77 \` C15 293754" 447.22 231.29 N 15'4358" E
Twp. 116, Rge. 22
4 / n \ south line of the SW 1/4 �> C16 601'47" 397.22 41.80 N 2732'02" E
(Henn. Co. Mon.) I I�` C� \ .�,� '�ii �.� Li/ / of the SE 114, Sec. 15 -i C;
C
C17 34'02'31" 147.82 87.82 N 1331'38" E
Wafer E/ev.= 817.86 feet `-
n/nnn A/r- r f� COI �, 41
�° \ >> CO C18 25135" 785.44 39.20 N 755022" E
I \ ILJVL_ VVVVLJ VV L_..: 1 �� Cy' \�/� 1 -_ �1
IA/nnn^
;� VV L_�: I VV L_I \ \ r-rlr-nl Jl A /�r- 'A /, rl /I I" -// / I YV I/VfJ�: L_L/L_IV ,� L_/1 vL_ >> A [JA C)TA Ar-n 1- 1
V I / '] n(J LlI I IV/ V \ /1, /fir \ 11VI L_IV I .�
60 � 50 I
Benchmark:
Top Nut Hydrant in SW Quadrant y/ES TWO OD
Anderson Lakes Parkway and
Cumberland Road. Elev. = 865.42 Professional Services, Inc.
feet (1929 N.G.V.D.)
Sheet 2 of 2 sheets