HomeMy WebLinkAboutT-5395 - Map - 9/26/2005 CITY OF VCR',rl�
III-t
i Jl ri h
X
-71-�_C�ilif) CA 9 3 7 7i
vIll,5ril-'ll il-�C�l-?11-
0 ENGINEERS STATEMENT:
NOTARY'S ACKNOWLEDGMENT:
D 0
STATE OF CALIFORNIA gztgg THE SURVEY FOR THIS MAP WAS MADE BY ME OR UNDER MY DIRECTION IS TRUE AND COMPLETE
AS SHOWN. THE MONUMENTS ARE OF THE CHARACTER AND OCCUPY THE POSITIONS INDICATED, OR
COUNTY OF FRESNO PHASE 11 OF TENTATIVE TRACT NO. 5247 THEY WILL BE SET IN THOSE POSITIONS ON OR BEFORE ONE YEAR OF THE DATE THIS MAP IS
RECORDED, OR ANY TIME EXTENSION APPROVED BY THE CITY ENGINEER. THE MONUMENTS ARE, OR
ONM 4..0 131 2100 S , BEFORE ME, rAa' TO Sa las WILL BE, SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED.
IN THE CITY OF FRESNO, COUNTY OF FRESNO, STATE OF CALIFORNIA
Rnber4- Vjaoo& THIS MAP WAS PREPARED BY ME OR UNDER MY DIRECTION AND IS BASED UPON A FIELD SURVEY IN
PERSONALLY APPEARED AT
PERSONALLY KNOWN TO ME (OR PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE) WITH THE REQUIREMENTS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCE DENCE) SURVEYED AND PLATTED IN AUGUST 2004, BY GARY G. GIANNETTA REQUEST OF ROBERT WOOD ON AUGUST, 2004. 1 HEREBY STATE THAT THIS FINAL MAP SUBSTANTIALLY
THE
TIALLY
TO BE THE PERSON(S) WHOSE NAME(S) IS/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT CONFORMS TO THE CONDITIONALLY APPROVED TENTATIVE MAP.
AND ACKNOWLEDGED TO ME THAT HE/SHE/THEY EXECUTED THE SAME IN HIS/HER/THEIR AUTHORIZED
CAPACITY(IES) AND THAT BY HIS/HER/THEIR SIGNATURE(S) ON THE INSTRUMENT THE PERSON(S), OR THE SHEET OWE OF TACO SHEETS SS/0
Fy
ENTITY UPON BEHALF OF WHICH THE PERSON(S) ACTED, EXECUTED THE INSTRUMENT. GIA
A
WITNESS MY HAND Lu -A rn
cr No.26996 >
Expires
3/31/07 G . IAN NETTA DATE
NOTARYOV IN AND FOR SAID COUNTY AND STATE
R.C.E. 26996 LIC. EXP. 3-31-07
Civ
�9r�OF C
-7
AG", 1 4700
MY COMMISSION EXPIRES
LEGAL DESCRIPTION: CITY ENGINEER'S CERTIFICATE:
THAT PORTION OF THE NORTHWEST QUARTER OF SECTION 9, TOWNSHIP 13 SOUTH, RANGE 19 EAST, MOUNT
PRINT NAME DIABLO BASE AND MERIDIAN, DESCRIBED AS FOLLOWS: 1, MICHAEL T. KIRN, PE, PLS, CITY ENGINEER OF THE CITY OF FRESNO, DO HEREBY CERTIFY THAT I
COUNTY OF FRESNO BEGINNING AT THE CENTER QUARTER CORNER OF SAID SECTION 9; THENCE NORTH 0*07'55" WEST, ALONG HAVE EXAMINED THIS MAP, THAT THE SUBDIVISION SHOWN IS SUBSTANTIALLY THE SAME AS IT
THE EAST LINE OF SAID NORTHWEST QUARTER, A DISTANCE OF 658.56 FEET TO THE SOUTHEAST CORNER OF APPEARED ON THE APPROVED TENTATIVE MAP, AND ANY APPROVED ALTERATIONS THEREOF, THAT ALL
THE NORTH HALF OF THE SOUTH HALF OF SAID NORTHWEST QUARTER; THENCE SOUTH 89'36'29* WEST, PROVISIONS OF THE SUBDIIVISION MAP ACT AND LOCAL ORDINANCES APPLICABLE AT THE TIME OF
ALONG THE SOUTH LINE OF SAID NORTH HALF, A DISTANCE OF 863.75 FEET TO THE TRUE POINT OF APPROVAL OF THE TENTATIVE MAP HAVE BEEN COMPLIED WITH AND THAT I AM SATISFIED THAT THE
MY COMMISSION NUMBER BEGINNING; THENCE SOUTH 89*36'29" WEST, ALONG SAID SOUTH LINE, A DISTANCE OF 457.25 FEET; MAP IS TECHNICALLY CORRECT.
THENCE SOUTH 0*07'55* EAST, PARALLEL WITH AND 1321.00 FEET FROM THE EAST LINE OF SAID NORTHWEST
QUARTER, A DISTANCE OF 49.19 FEET TO THE INTERSECTION WITH A LINE PARALLEL WITH AND 610.00 FEET MICHAEL T. KIRN, PLS 7609
NORTH OF THE SOUTH LINE OF SAID NORTHWEST QUARTER; THENCE SOUTH 89*34'49" WEST, PARALLEL WITH CITY ENGINEER
AND 610.00 FEET NORTH OF THE SOUTH LINE OF SAID NORTHWEST QUARTER, A DISTANCE OF 652.74 FEET
TO THE INTERSECTION WITH THE WEST LINE OF THE EAST HALF OF THE SOUTHWEST QUARTER OF SAID %,AND 8URy
NORTHWEST QUARTER; THENCE NORTH 0'01'48" WEST, ALONG SAID WEST LINE, A DISTANCE OF 270.01 FEET;
THENCE NORTH 89*34-49- EAST, A DISTANCE OF 330.01 FEET; THENCE NORTH 0*01'48" WEST, A DISTANCE
OF 443.70 FEET; THENCE NORTH 89*38-07- EAST, A DISTANCE OF 605.01 FEET TO THE INTERSECTION WITHBY:
A CURVE, CONCAVE TO THE NORTHEAST, WHOSE RADIUS POINT BEARS NORTH 78-19-47* EAST; THENCE No.4980 DATE DEPUTY CITY D"EER
NORTHWESTERLY ALONG SAID CURVE, HAVING A RADIUS OF 572.00 FEET THROUGH A CENTRAL ANGLE A
3-45-32-, A DISTANCE OF 37.53 FEET; NORTH 89*58"12" EAST, A DISTANCE OF 111.65 FEET; THENCE
SOUTH 11-08-38- EAST, A DISTANCE OF 31.49 FEET; THENCE SOUTH 13'43'07" EAST, A DISTANCE OF
120.68 FEET; THENCE NORTH 8936"29" EAST, A DISTANCE OF 31.48 FEET; THENCE SOUTH 0-23-31- EAST, OFC
A DISTANCE OF 552.00 FEET TO THE TRUE POINT OF BEGINNING.
P_Rr Or C0VG9AR-rS Av:mc-rjg&f LAt4r-, sewep, PLANNING COMMISSION CERTIFICATE:
NVWA, E4N&e�rrREFES A(4�-
oAt4e(-Tia),lC14AR6rE4. WA�rC-P,COr4KtGe--rt0fl tic, 4
0F06CL)PAt-tC%(AAD, CP,45AT10*16F I NICK YOVINO, SECRETARY OF THE FRESNO CITY PLANNING COMMISSION, DO HEREBY CERTIFY THAT I
HAVE EXAMINED THIS MAP, THAT THE SUBDIVISION SHOWN CONFORMS TO AND IS IN COMPLIANCE WITH
br=WFbRLjj;�,A,6T 144D-61% FOA5.6 TF-llT.&-,rl Vr--MAP-K(D.-SZ47. k&C-OPDF-4) 023 THE APPROVED TENTATIVE MAP AND REQUIREMENTS IMPOSED BY THE FRESNO CITY PLANNING COMMISSION
-j
W C-1)JAE9-r�A&. =5:�t)n&l oil)mas�.lv coow-� AS A CONDITION TO THE ACCEPTANCE OF THE FINAL MAP.
AIATSAAKCE 4LEN
STT T _kTj)f=CbVfA4A-re
AFlFr--CTl#44r LAt4t rsetiaLDPtAsmT FOK LAtkZ�C�,CAPr-K
k0Q-STAgbk4Zp iAPp,-oVEmEA-r-e-Wc-q0s We--r Ke). w '.-raA A
TM E MAP
Aefit4o. -2b& DoCoMc-14TKLO. 2dQS-67-7-��a
,FRE`
id 0-Szit�7,R F-�co RZ E D,
Frwk b Co 0 R-T-?Kc-C-D P,
T
STA,1-2:M PRO�tUtd(-i !�PSf-lAL-i;0LJ1N';W
I W-r
lbt-<-PO-cAL SERV I CCS FO R,C E KTAI K LOTS W ITRItA TRS-Tr'go. 53.95pHPHASEz OF 1tc-6.T 1461 TIE
OTALTI\j F-
•-rRA CT Av.SZ-,47 FECDPC�Sr�� A-5,W&0"tAT op.��-nz IS �&r1.v co VA r%( DATE NICK YOVINO
SECRET OF THE FRESNO CITY PLANNING COMMISSION
Aab DP-vF-L AP I,P<A,(44 e
STATE eA7r OF COVEAA,�IT!&AFFF-e-T(gdt L -omEA-r;fck-Tef-&Pok ,�s-roRPA tj
fkFe
F�•U�UTIES FaR TRaL"�O�o S3aS D sC MERIT hyo r�k5-D22 yS � `� �a'�U�T� R ��. OWNER'S STATEMENT:
THE UNDERSIGNED, BEING ALL PARTIES HAVING ANY RECORD TITLE INTEREST IN THE LAND WITHIN
STaTEM ej.1-r Or CZA/E AAA-re-AFPF/-TltJ 6 La tiles p F-\/El-0PMf-t4T FOR 7EMPOPAStX'9MF-E-r FAe-(L-A'rt6:--1 THIS SUBDIVISION, HEREBY CONSENT TO THE PREPARATION AND RECORDATION OF THIS MAP AND OFFER CITY CLERK'S •CERTIFICATE
kc-c-npi�-Ep, =S FOR DEDICATION FOR PUBLIC USE THE PARCELS AND EASEMENTS SPECIFIED ON SAID MAP AS INTENDED
y=oR,TP,A.c-r go. r>3�g51 m4A!�EZ Of�%(ESIIWC-4 OAP 140. 5?-471 w
J�socomew-T P40.2bPE-02-?-q5z& PRc-<ltA0 CPUA-rl<PlecvRbi;. FOR PUBLIC USE FOR THE PURPOSES SPECIFIED THEREIN. NO.
A--�, 1 1, HEREBY CERTIFY THAT THE COUNCIL OF THE CITY OF FRESNO, BY RESOLUTION MOE-
k4 4:ERTAjNL Rpf-PRC>-rEt��l tog ADOPTED A v!jg.5:t An AND
APPROVED THE WITHIN MAP AND ACCEPTED ON BEHALF OF THE
• STATEKA&-IT CV CD k/"A,�IT��AFFE 6-t(Fl 61 LAPl N C�F-\/Fup WE 9 T PkER 0 1 re t, LA TERRAZA PARTNERS, LLC,A CALIFORNIA LIMITED LIABILITY COMPANY PUBLIC ALL PfARCELS OF LAND AND EASEMENTS OFFERED FOR DEDICATION FOR PUBLIC USE IN
SE ho\1(bEk-AAb.NW11TAj AGh POR RJAL_MAfl, Of-rRAe--r Mo.5s55 P)4A6,ea z of ve!i�n�16 Tj5K-rA-r%VG GENERATION HOMES, INC., A CALIFORNIA CORPORATION, ITS MANAGER CONFORMITY WITH THE TERMS OF THE OFFER OF DEDICATION.
REBECCA E. KLISCH, CMC
A COVENANT AND AGREEMENT WHICH PROVIDES FOR ANNEXATION TO THE CITY OF FRESNO, RECORDED 40 CITY CLERK
OCTOBER 2, 1987 AS DOC. NO. 87120676, FRESNO COUNTY RECORDS.
BY, 120T
A COVENANT AND AGREEMENT IN FAVOR OF THE CITY OF FRESNO, RECORDED JANUARY 4, 1988 AS DOC. ROBERT WOOD, PRESIDENT
NO. 8800067, FRESNO COUNTY RECORDS.
CD
A COVENANT AND AGREEMENT, ZONING CONTRACT NO. R-90-60, RECORDED MAY 14, 1996 AS DOC. NO. DATE DEPUTY
96061675, FRESNO COUNTY RECORDS. .0
0
EARLY CONSTRUCTION AGREEMENt FOR SEWER,WATER AND STORM DRAIN IMPROVEMENTS,RECORDED FEBRUARY iOl 0
2005 AS DOC.NO.2005-0032659, FRESNO COUNTY RECORDS.
STATEMENT, EMENT OF COVENANTS AFFECTING LAND DEVELOPMENT FOR RIGHT TO FARM FOR BARSTOW -GRANTLAND NO. I
REORGANIZATION, RECORDED FEBRUARY 16, 2005 AS DOC.NO.2005-0037393,FRESNO COUNTY RECORDS. RECORDER'S CERTIFICATE:
I Z. Al &0 REco ED MAS(Z3j Zc&5- Pe, -L)
DOCUMENT No.
CPO REC-C)R�N!S
FILED AND RECORDED THIS2�LM-DAY OF 4x0Q&M69:0, 2005
F �c> Co~)t�t-f-( F' Cl Dk�5Tr-,-kn tLo- VOLUME OF PLATS AT PAGES
15. 1 !�K AT MINUTES PAST RIOCO'CLOCK -A--.M. IN VOL
I,�hII�CXATtol 3uhlLa: 2)2.605 AS 6000KU�:ItT 1�0- Z005-1Z.ZZ50) (aQ' N, - — AND FRESNO COUNTY RECORDS, AT THE REQUEST OF GARY G. GIANNETTA
Pe C-0 PJ��<, FEE
-F CAI KI E b I A-114 C- /-\(q R r--C-MEr4-F
PR 0\/I Sl 0�i S A�-\b C 0�A b,1 16 t�6, C5 tA- ROBERT C. WERNER, COUNTY RECORDER
Z0D5-4DI4-7761,,, 'FRr--5,f�0 C0(4rr\f
BY: 9/,0 ,fek,- .Ie
i
! i N f v
LEGEND: _
250 D 0 • MONUMENT FOUND AND ACCEPTED AS NOTED
0 o SET 3/4" IRON PIPE, 30" LONG, 6" DOWN BELOW GROUND,
❑ �< TAGGED R.C.E. 26996
10 N NNOW OFFERED FOR DEDICATION FOR PUBLIC STREET PURPOSES
00, R4_ PHASE II OF TENTATIVE TRACT 5247 4� �� INDICATES RELINQUISHMENT OF DIRECT ACCESS RIGHTS
2= r-J'-- 28.48 .:,.28_53 , - IN THE CITY OF FRESNO, COUNTY OF FRESNO, STATE OF CALIFORNIA I CD ( ) RECORD DATA AS PER PARCEL MAP NO. 2159,
R3�576.48' 20 r�i RECORDED IN BOOK 17, PAGE 26 OF PARCEL MAPS,
605.01 N SURVEYED AND PLATTED IN AUGUST 2004, BY GARY G. GIANNETTA �o
w co
00 W�' F.C.R.
3r � --of I
w°' 18 �' o SHS' 'T T�YO OF T#ro SHS' 'TS (( )) RECORD DATA AS PER PARCEL MAP NO. 963, RECORDED IN
= rn 0 o w BOOK 3, PAGE 85 OF PARCEL MAPS, FRESNO COUNTY RECORDS
o- o
0 vi 'oN � �i w u- [ ] RECORD DATA AS PER PARCEL MAP NO. 1183,
3 w M rn N z r� ' w RECORDED IN BOOK 5, PAGE 30 OF PARCEL MAPS,
z m SCALE: 1' 100' DETAILN~O ,j �° e F.C.R.
=<~ w .N � [[ ]] RECORD DATA AS PER MAP OF J.C. FORKNER FIG GARDENS NO. 7,
z= BASIS OF BEARINGS: p N 0 6 z RECCRRDED IN VOLUME 10, PAGE 17 OF PLATS,
i-z _ o 00 =n � _
zoo THE EAST LINE OF THE NORTHWEST QUARTER OF SECTION 9, 3/4" IRON PIPE, 6" DOWN, TAGGED RCE 269961 o w I "' `�'�_ € RECORD DATA AS PER TRACT NO. 5247, RECORDED IN VOLUME 71,
UJ N v TOWNSHIP 13 SOUTH RANGE 19 EAST MOUNT DIABLO BASE ' ' " AS BEING THE SOUTHWEST CORNER OF LOT 245 0 0 O ~
W • ,- ••,r.: ;. •.;,- ••: �• •., •• ••;• • Q o o PAGES 54-58 OF PLATS, F.C.R.
��-• _*�_- _ �• '° `, C' R• OF TRACT NO. 5247 i-e o a wo
AND MERIDIAN, TAKEN AS BEARING N 00-07'55" WAS PER i' : :'•'GE ��•i•-'-.?� ...: s_ . ,.. . . .._
zo�w TRACT MAP 5247, RECORDED IN VOLUME 71, PAGES 54-58, „ Z z Z a=w € RECORD DATA AS PER MAP OF HER'NDON LANDS SUBDIVISION NO. 1,
V)o o F.C.R. 3/4 IRON PIPE, 6 DOWN, TAGGED RCE 26996, 250 � ,u, z~Q RECORDED IN VOLUME 7, PAGE 23 OF PLATS,
a AS BEING THE NORTHEAST CORNER OF LOT 17 " 0 UJ 0 z= F.C.R.
Q W% OF TRACT NO. 5247 €N 89-58'12- E 245
UJ o n; €1 1 1.65 1 , - 1--� Ln -`� W= (R) DENOTES RADIAL BEARINGS
16 15 14 13 12 " N 11.0838 w �0� - mr-
� 0 c� ['� 1 1 1 Q �--� N 89'58 12 E 31.4 o N � o � o
¢;,� SEE QS 1 1 1.65 €N 1 1'0838" Wl L w O I 'oo Z V i Q CALC CALCULATED FROM RECORD DATA
m c~n:2
1 .:
o Z ;.�j M 89'38'07" E ^, Z €31.49 Z z z F.C.R. FRESNO COUNTY RECORDS
z o= �_• N 89'38 07 _ 605.01 605.01 R oa n� Z 0 0 LE LANDSCAPE EASEMENT NOW OFFERED
\ 120 � ' �;w �z
�. o o ; ' 203.62 51.39 222.61 ` o- -► N N X244 _w w FOR DEDICATION FOR PUBLIC USE
wnz� _._.. o N \ N pN 7.26' oWowmr-
� PE PEDESTRIAN EASEMENT NOW OFFERED
14 89*58 °'o `o FOR DEDICATION FOR PUBLIC USE
c; 10 PPUE -� o<w
O N
•'••• �� o � 0 1 1 13.10 �o�-' 243 M¢o �
• ^•^ n � o_ 10.16 \ _ o^ PUE PUBLIC UTILITY EASEMENT NOW OFFERED
0 0 0 :'��" 17 0� - 12 ^co N - 17 ��p' \ 21 1-3
O Q FOR DEDICATION FOR PUBLIC USE
'n I: 00 0 °�' co '} o n �h M `� D�`� &��UE,,\ �� v! N 89'36'29" E 897.73' I z v PPUE PLANTING AND PUBLIC UTILITY EASEMENT NOW
vi °r' o w� '?,�,� rn N (oN �~ 13 0 16 �- ` QQ �, N N " N 89'36'29" E €897.73' OFFERED FOR PUBLIC USE
24 0� ..... •3 N� 11 o 1° 18 \ 1.3 112.29
to N z� N No o W o Y% rs W o o C2 h\ PE z 1 pF 18 C�,� �,\ _w \ 8 39=31.45';; ° �o BLUE BORDER INDICATES THE LIMITS OF
ui o w � o � C) U 18 �' / �j� '� 1 '�3 1 2 22 NOTES: THIS SUBDIVISION
,� Caw .: r tr0 / , \
N X o'_ ,°n' o ;•;. .; • o Rf _ R18 29 R21 7 28' + C36 O 0 / " „
po W o Z f- o x n., w 93.57 - Rg 98.17 w 98.14 108.83 „ N N Lo r7 SET 3/4" X 30 IRON PIPE 6 DOWN, TAGGED
oi W�L�ON
z o0 'A 1 0`� 'Q 25.25' 25 O =n W o T RCE 26996 AT ALL LOT CORNERS BLOCK CORNERS
z 0 Z ... ..... 0 o ��' �'`� ��0 G� co- Zoo a �� '`i 'oo(o X22 R' 128.37 � ,
o Z c�o o �., c� Q 0 00 N o0 o h \ o N r ANGLE POINTS AND CURVE POINTS.
Qv�wo 0 23 moo '••. �o 0 10 \ i� f 14 � 0015 \ zo,Q 19 \ �� U) Z . ,Y,
►-F-�= v� 0 f r co V 10 PPUE N 8 PPUE M CURVE RADIUS TANGENT DELTA
16 23 R�4 n �'� 2 3 J I C 1 48.00' 33.33' 17.37' 39'47'16"
o Q a CoQ ri ,.�, � •;a o� 00 ' 8' j N �� `� �N
i- 9.82 C 10_ _ C 1 1 71. Z L- - 1�1,$ J w c)v� Q
... 1 9 d - - - c� i1 E o M C2 47.00' 212.93' 56.44' 259'34'32"
V)Q °�° 0 3 „:� o T 115.00 Z �� C9 L I� D VEWOOD108.71' N 89'36 29 E SAN N^202._ 2 R27
/+ 1 17.19 : , N C3 47.00 30.89 16.02 3739 13
M�W�W r - H� jn co � o O ���WESTCl6� I '� - r I a , , f f „
cv Ld o= v o 0 o - 0 9 I � 4 � nof N N - UI 10 PPUE T RADIAL DIRECTION C5 47.00 48.00 27.66 60'57 1 1
Z o C-4 Q L1 I Ln N 89 36 29 E :n 311.53 0o C4 47.00 50.00 2 "
po
w o o -w H I 25 C12 1 �� 7 u(a Z1 M-, 3:
2 Z v 2 4 `� " v 6 33 58'30 53
�. �n 22.02 .; _
Q W cn z 1�
FL=o rn a z 22 a w 0- o _ ti -C w ;•_: R1 N 82 05'19" E C6 47.00 47.42 2'5 95' 57'48'44"
�- I L.L. a o = C 15 N , ,►
vi 36
z o z4
w 1 1,5.00 - f w o o w o'er' - �' N`V 1 15.00 w R3 N 78'51 50 E C8 48..
pe) 0 0 a ~ o o _ 10 PPUE~� � 2- � - �a, O _ o o� I a :n `s R2 N 79'2058" E C7 47.00' 33.33' 17.30' 39'48'16"
_ �z
N �Z=U�Y o�U �Z0 00 O (6 I o0 � d O N N N� r d � '" f " � , f f "
w w w - z - a o o o a `� '� I R4 N 78 19 47 E C9 1025.00 144.33 72.28 0$'04 03
- Q W _ 0 8 I �00 _ 30 29 28 27 . 26 3 �
m�cnz m� m� 20 � , o CO o- r 28 25N " f , "
R5 N 50'10 56 E C 10 1025.00 108.18 54.14 6'02 49
\cn w O O I w 31 O rnl ao "
"_'Q o o o '0 w M Q wo o " r l 25 Io 0 0 8' PPUE "' o ... R6 N 87'50 09 E Cil 1025.00 36.15 18.08 02'01'14"
�''�Q 0 " ` A o- z "'� L -1 Q2• -� R7 N 31'12'40" W C 12 975.00' 144.71' 72.49' 08'30'15"
0 z 115. 1 PE _ z " N 89'36'29" E 291.16' 28 b z f , " , , "
N o v)�o w 21 00 I� 00 , o o a; '� C9 R8 N 27'18'13" E C13 975.00 68.16 34.10 04'00 20
Q 0 z 7 71.00 71.00 71.00 78.16 0 ST N t.; _z R9 N 85'06'57" E C 14 975.00' 71.10' 35.57' 04'10'42"
N 71.00 3 I rn z N 89'58 1 E w r
o �rn w N 89'34'49" E 330.01' � " 80.00� = = � W rn 1 3 � � R10 N 50`1432" W C15 975.00' 5.45' 2.73' 00'19'13'
_V z N 89'34'49" E €330.01' �N 89 34 49 EI I00 0 oc 0 0 0 0 `n k.• Q
O r- �_� : • -bo d N _ o _ o o �n 0`no �,'�� "i ' `: m R 1 1 . N 08'53'46" W C16 1000.00' 148.43' 74.35 08'30'15,1
o w W M= 78 01 72.00 70.00 70.E d' •34 N 35 N 3 6 N 3 7 'A �_ ,,� 1n R 12 N 08'27'34" W C 17 48.00' 31.34' 16.25' 3724'41"
Z = 00 70. 0 85.00 I`r� r _ 3 3 0�'� W t-- 1 p2.50 _ rn I u- " • , , „
Q z o~ I 1 r7 o N o r 0• *-o rnl r 00 8 PPUE a, :, p R13 N 04!53'26 W C18 47.00 212.93 56.44 259'34 31
_ _
w rn �'� - - _ - - 10 PPUE--1 _ 3 2 o N o r r� " , "
z r-o o ,�, 0000 I N o Z�., N 3 8Lr' N : , ,_ i i Z R 14 N 02 24 45 W C 19 47.00 36.20 19.05 44 07 50
Z ( v m I .w,�+ _ o _ o _ o _ o = _ o d I r - - - T - - o z R 15 N 00'42'44" W C20 47.00' 48.00' 26.33' 58'30'53"
-"oNo d o�JUwiW� 0 0 1 0 2 0 3 • 0 4 o 05 0 6 I �� z 4� 4 9 0 C59 �r' � Q " "
= o o I g PPU��- ;n 253.75 N 89'58 _' m R 16 N 8735 37 E C21 48.00 21.06 10.70 25'08 29
w a0 O _o p p W f 11 z ,. r, f " , , f "
N oo d I o o �� N N �6 2 E
LANE R36 106.14 ,, •s m R 17 N 50'10 56 E C22 47.00 43.94 23.72 53'33 39
ZD `o o o w N°' - J 1� 84.93 o N 89'3 29 E 209.32 "
W w 'N�O w o � - - ._,_ - - - r - --,- - -T - �- z z �8 86'� ic,� N ,�O f C ^o� a�� � �... - R 18 N 85'41 14 W C23 47.00 48.00 26.33 58'30 53
cn �=o 0 0 0. 7 0 0 n �� o R 19 N 27'10'21" W C24 47.00' 36.79' 19.40' 44'51'16"
o w 432.51 in �' NI •3 38 7- 6 _ 0 9 �0• 3 9 - ' . R20 N 26'23'19" E C25 48.00' 31.03' 16.08' 37'02'02"
o w d z ' N ,f WEST WREN WOOD N C4 Cq 1 w � Z AA r r O ,/ 1 f,
rL=�o� N N 89'34 49 E - - - � I R21 N 8454 12 E C26 628.00 40.47 20.24 03'41 31
o zo w E-z z loo C c r�2 8 PPUE I A I ,,, w C55 F _ co , "
0 w 3 ' 'n , `n A N C42 O� O r` " to � R22 N 50'14'32" W C27 572.00 64.20 32.14 06'25 52
Lo Ol �Qo=`nz - N N 43 �I 10m42 �0 41 r-co � ' N N u , „
00
z - 00 00 �9yg2 �2�prZ 2,QQ_ -2,Q0- 12 QO- 6 86 _ - C45 w_ l:n LL 'n N o o o O R23 N 87'16 34 W C28 572.00 37.52 18.77 03.45 32
d H W W T-N N s( �o N N o a 1 Z
R24 N 80'23 01 E C29 572.00 26.68 13.34 02'40'20
\o z w o= _ w C43 �► ro I rn� 2631.58
o N 89'36'29 E r7 z=,o ID � o o _ _ w _ _ a _ r - 0 0 o JA o '00 z z R25 N 76.41'13" E C30 600.00' 33.58' 16.79' 03'12'23"
• o O o= o - O 0- - m r-o o ,� z 8 PPUE 00 R26 N 85'12'54" E C31 472.00' 38.93' 19.51' 04'43'34"
44
0 0 O 52 0 51 �'�50 - O 49 0 0 0 - 45�. d z - f _
_ _ _ z 7.22 „ "
---Zn O o 4 8 �4 7 -04 N 5 25 .', ..:_„ �. ,, ...,a t. -x '. f r "
4..au. .+ • R27 N 84'23 34 E C32 500.00 121.74 61.17 13 57 02
• o 105.00 ,� N 89 36 29 E 352.2'8 863.75 'oo R28 N 01528W C34 500.00 83.40' 41.80'
08'33'27"
= zz o
08
457.25 R29 N 09'00'43" W 0 38.34 19.18' 04'23'35"
0 o x; N 89 36 29 E ,
z _ _ _ 72.00' N 89.36'29" EN 9' 6'29" E [S 89'23' W] 1321.00' 1321. 0 l [1321.00] o LI v R30 N 16'42 39 W C35 528.00 128.56' 64.60' 13'5702"
_ f H •
z • ,...� - F . R31 N 05 44 17 W C36 528.00 9.49 4.74 01'01 46
.^i N n.; N�489'34 49: E N-8 34 49 E r->,; €652.74' 2.74' N 00'07 55 W 3/4"
IRONTHE NORTHEAST" DOWN,
O ,CNOT TAGGED,
Lo � ,...,µ^ 1, , _ • ' "
�`' 00 /f € " " m R32 N 05'30 20 W C37 528.00 71.01 35.50 07 42 21'
co (o ,n , " , , ,
0 NAIL W ALUM. TAG ON R.R. TIE, STAMPED ,t € 49'1PARCEL 3 OF PM 1183, 0.1 1 SOUTH OF a R33 N 24'07 03 E C38 528.00 48.06 24.05 05'12'55"
/ N 00-07'55" W (o =n_ " , , 1
o o o L.S. 2854, AS BEING THE NORTHWEST CORNER d €49.19' THE SOUTH LINE OF THE NORTH HALF OF ;n ,n �. o R34 N 28 43 06 E C39 250.00 76.31 38.46 17 29 23
o _ ?-"THE NW 1 4 OF 9-13 19 ca 0o � o o ' "
O O 0 o OF PARCEL 1 OF PM 1 183, 0.37 SOUTH OF ' G' M / / m o o R35 N 33'51 ,21 " W C40 250.00 37.49f 18.78 08331
o Z o THE SOUTH LINE OF THE NORTH HALF OF �, d o o z R36 N 85'1 1 28 E C41 250.00 38.82 19.45 08"53'52"
,z, z THE NW 1/4 OF 9-13/19 CL gyp, z z `"v R37 N 64'28'00" E C42 275.00' 83.94' 42.30' 1729'23"
W w or CL C43 275.00' 7.14' 3.57 01'29'17"
CL X Lo/ 3 4 IRON PIPE, 3 U', NOT TAGGED ;n Lo C44 275.00' 71.05 35.72 14:48'10"
0 0 � oo ao 3/4" IRON PIPE, �3" UP, NOT TAGGED •4�Y'*� ; ,. 3 4" IRON PI E, 6" UP, NOT TAGGED, / " •' `" LINE DIRECTION D'1STANCE C45 275.00' 5.75 2.88 01'1'1'56"
0 0 � d O�� AS BEING 610.00 NORTH OF THE SOUTH
_ _ _ _ g,� AS BEING THENORTHEAST CORNER OF AS BEING THE NORTH ST CORNER OF i_ `n^ � L1 N 49'25'10" W 16.27' C46 275.00' 84.08' 42.37' 1731 04"
0 0 0 0 \� LINE OF THE NW 1/4 OF SEC. 9-13/9, .. PARCEL 4 OF PM 1 183 0.04' SOUTH o I 0 0
o = = PARCEL 2 OF PM 118 0.05 SOUTH OF o • L2 N 40'21'12" E 19.04' C47 2 '5.00' 58.42 29.32' 12'1O'18"
0 0 0 0 0 �P AND 1.25 WEST OF THE WEST LINE OF THE SOUTH LI E OF THE NORTH HALF F THE SOUTH LINE OF T E NORTH HALF OF o b O z " ' „
PARCEL 4 OF PM 1 183 z L3 N 44'41 40 E 17.70 C48 275.Q0 25.66 12.84 05 20 46
z z z z z THE NW 1/4 F 9-13/19 THE NW 1 4 OF 9-13 19 z
/ z L4 N 45'05'02" W 17.58' C49 250.00' 76.44' 38.52' 1..731'04"
L5 N 40'22'30 E 16.32' C50 225.00' 68.79' 34.67' 1731'04"
N 89'34'51" EN 89'34'51" Ej 653.83' 1653.83'1 L6 N 45'23'31" W 17.68' C51 225.00' 48.71' 24.45' 12'24'15"
L7 N
(658.19' CALC) 1 1974.83'11974.83'J(1974.57' CALC) LB N 53'49'39" W 14.77' C53 248.00' 24.38' 12.46' 29'06'37"
"::�N 89'34'51" E 658.28' €658.28 1 N 89'34'51 E WEST BARSTOW AVENUE
„ 2633.11'12633.1 1'l (2632.76') [2632.43'] L9 N 45'24'21" W 17.68' C54 48.00' 20.53' 10.43' 24.30'34"
N 89-34'51" E IN 89'34'51" El (N 89'36'12" E) [S 89'22 W] L10 N 44'35'39" E 17.67' C55 48.00' 3.85' 1.93' 04'36'03"
L11 N 4436'29" E 17.68' C56 47.00' 118.33' 145.74' 144'15'06"
3/4" IRON PIPE, 5" DOWN, WITH BRASS CAP, L12 N 45'12'40 W 17.73' C57 47.00' 51.33 28.56' 62'34'27"
3/4" IRON PIPE, FLUSH WITH AC, TAGGED LS 5096, 3' TIES AS BEING THE CENTER QUARTER CORNER OF
NORTH, SOUTH, EAST & WEST, AS BEING THE WEST QUARTER SECTION 9, T 13 S, R 19 E, M.D.B.& M. L13 N 44'47'2 1" E 17.62' C58 47.00' 50.00 27.66' 60'57'1 1"
CORNER OF SECTION 9, T 13 S, R 19 E, M.D.B.& M. C.R.#6618
L14 N 81'06014## E 33.89' C59 47.00' 17.00' 8.59' 20'43'28"