BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM, ZONE 4, NAD 83, AS DETERMINED BY GPS
OBSERVATIONS RELATIVE TO THE CALIFORNIA SURVEYING AND
DRAFTING, INC. VIRTUAL SURVEY NETWORK, EPOCH DATE 2007.
OWNER: DIAMOND OAKS HOLDINGS. LLC
1441 $ Moormy scat , #1,
VISALIA, CA 932'74
(559) 625-8372
ENGINEER/SURVEYOR: LANE ENGINEERS, INC.
979 NORTH BLACKSTONE STREET
TULARE, CA 93274
(559) 688-5263
DIAMOND OAKS UNIT NO. 1
BEING PORTIONS OF PARCELS 1 AND 2 OF LLA 2017-07 RECORDED AS DOCUMENT NO. 2017-0043532, O.R.T.C.R. SITUATED IN A PORTION OF THE NE 1/4 OF SECTION 8, TOWNSHIP 19 SOUTH, RANGE 25 EAST, MOUNT DIABLO BASE AND MERIDIAN, IN THE CITY OF VISALIA, COUNTY OF TULARE, STATE OF CALIFORNIA.
OWNER'S STATEMENT
THE UNDERSIGNED HEREBY CERTIFY THAT THEY ARE THE ONLY PERSONS HAVING ANY RECORD TITLE INTEREST IN THE REAL
PROPERTY INCLUDED WITHIN THE BOUNDARIES OF THE SUBDIVISION SHOWN UPON THIS MAP, AND DO HEREBY CONSENT TO THE PREPARATION AND RECORDING OF SAID MAP AND THAT THE CONSENT OF NO OTHER PERSON IS NECESSARY. WE HEREBY
OFFER FOR DEDICATION AND DO HEREBY DEDICATE THE FOLLOWING, AS SHOWN WITHIN THE BOUNDARIES OF THE MAP HEREON, FOR THE SPECIFIED PURPOSES:
1. RIGHT OF WAY FOR BRADLEY STREET, BURKE STREET, CALDWELL AVENUE, CAMERON AVENUE, EDISON STREET, LOYOLA AVENUE, PACKWOOD AVENUE, AND RUSSELL AVENUE IN FEE TO THE CITY OF VISALIA.
2. PUBLIC EASEMENTS FOR THE INSTALLATION AND MAINTENANCE OF GAS LINES AND CONDUITS FOR ELECTRIC, TELEVISION AND
TELEPHONE SERVICES, TOGETHER WITH ANY AND ALL APPURTENANCES PERTAINING THERETO, AS SHOWN HEREON AND DESIGNATED AS "PUE" (PUBLIC UTILITIES EASEMENT).
3. ONE-FOOT RESERVE STRIP
4. LOTS 'A', 'B', AND 'C' IN FEE TO THE CITY OF VISALIA FOR LANDSCAPING, PUBLIC SIDEWALKS, BLOCK WALLS AND OTHER PUBLIC PURPOSES.
5. BLOCK WALL FOOTING EASEMENTS IN FAVOR OF THE CITY OF VISALIA, AS SHOWN HEREON.
6. PUSL4C. s MEW ALK EASEMENT IN FiwoR oF TME crry OF vlsOtLIA, AS SHoculy HEREori.
FLOOD HAZARD ZONE
AS DELINEATED ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCE RATE MAP (MAP NUMBER 06107C0945E) FOR COMMUNITY NO. 065066, TULARE COUNTY, CALIFORNIA, EFFECTIVE JUNE 16, 2009, THE PROPERTY SHOWN ON THIS MAP LIES FULLY WITHIN A FLOOD ZONE AREA DESIGNATED ZONE X (SHADED), WHICH ARE AREAS OF 0.2% ANNUAL CHANCE FLOODING, AREAS OF 1% ANNUAL CHANCE FLOODING WHERE AVERAGE DEPTHS ARE LESS THAN 1 FOOT, AREAS OF 1% ANNUAL CHANCE FLOODING WHERE THE CONTRIBUTING DRAINAGE AREA IS LESS THAN 1 SQUARE MILE, AND AREAS PROTECTED FROM THE 1% ANNUAL CHANCE FLOOD BY LEVEES.
THIS PARCEL WAS LOCATED IN THE CITY OF VISALIA AT THE TIME OF THE RATE MAP, AND SHOULD HAVE BEEN IDENTIFIED TO BE IN THE CITY OF VISALIA, COMMUNITY NO. 060409.
SIGNATURE OF NOTARY PUBLIC
WV / CC ) DCLta
PRINT COMMISSION NAME ii a.
DATE COMMISSION EXPIRES: 3..1Aire ) 1 .
\ \
COUNTY OF PRINCIPAL PLACE OF BUSINESS: 1751.140 ". 6 _
NO NOTARY SEAL REQUIRED PURSUANT TO SEC. 66436 (C)
OF THE SUBDIVISION MAP ACT.
NOTICE OF ABANDONMENT
PURSUANT TO SECTION 66434(g) OF THE GOVERNMENT CODE, THE FILING OF THIS FINAL MAP SHALL CONSTITUTE ABANDONMENT
OF THE FOLLOWING IRREVOCABLE OFFER OF DEDICATION INCLUDED WITHIN THE BOUNDARIES OF THE SUBDIVISION AND AS SHOWN AND/OR STATED UPON THE MAP.
1. IRREVOCABLE OFFER OF DEDICATION IN FEE INTEREST RECORDED AS DOC. NO. 2017-0048528, O.R.T.C.R.
CITY PLANNER'S STATMENT
I HEREBY STATE THAT THIS FINAL MAP CONFORMS TO TENTATIVE SUBDIVISION MAP NO. 5547 APPROVED BY THE CITY OF VISALIA PLANNING COMMISSION AT THE REGULAR MEETING HELD ON SEPTEMBER 23, 2013.
RECORDER'S STATEMENT
DOCUMENT NO - 2019-0047507 i g, FEE PAID: 900
FILED THIS 29 DAY OF AUCTUST 201_2, AT 50:41 A. M. IN VOLUME 44. OF MAPS, AT PAGE .32 TULARE'.
COUNTY RECORDS, AT THE REQUEST OF LANE ENGINEERS, INC.
ROLAND P. HILL
TULARE COUNTY ASSESSOR/CLERK-RECORDER
BY:
J FREY S. LAND : , Ci -- ty Surveyor, PLS 8634
4 1 6/0 DATE
DATED iii 120019
zieg:r 8 46444- COUNTY ADMINISTRATIVE OFFICER/
CLERK OF THE BOARD OF SUPERVISORS
JUNE 2019
SURVEYOR'S STATEMENT
THIS MAP WAS PREPARED BY ME OR UNDER MY DIRECTION AND IS BASED UPON A FIELD SURVEY IN CONFORMANCE WITH THE REQUIREMENTS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCE AT THE REQUEST OF KEVIN FISTOLERA ON MAY 29, 2014, AND SAID FIELD SURVEY IS TRUE AND COMPLETE AS SHOWN. I HEREBY STATE THAT THIS FINAL MAP SUBSTANTIALLY CONFORMS TO THE APPROVED OR CONDITIONALLY APPROVED TENTATIVE MAP, IF ANY. ALL MONUMENTS ARE OF THE CHARACTER AND OCCUPY, OR WILL OCCUPY, THE POSITIONS INDICATED ON OR BEFORE JULY 1, 2021 AND ARE, OR WILL BE, SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED.
41#1411 € 41
BENJAMIN R. MULLINS, PLS 9227 DATE
CITY SURVEYOR'S STATEMENT
I HEREBY STATE THAT I HAVE EXAMINED THIS MAP; THAT THE SUBDIVISION AS SHOWN IS SUBSTANTIALLY THE SAME AS IT APPEARED ON THE TENTATIVE MAP, AND ANY APPROVED ALTERATIONS THEREOF; THAT ALL PROVISIONS OF CHAPTER 2 OF THE
SUBDIVISION MAP ACT AND ANY LOCAL ORDINANCES APPLICABLE AT THE TIME OF APPROVAL OF THE TENTATIVE MAP HAVE BEEN COMPLIED WITH; AND THAT I AM SATISIFIED THAT THIS MAP IS TECHNICALLY CORRECT. 7_7 . 11
&c119 DATE
BOARD OF SUPERVISOR'S STATEMENT
attaa-1.4 COUNTY ADMINISTRATIVE OFFICER/CLERK OF THE BOARD OF SUPERVISORS OF THE COUNTY OF TULARE,
STATE OF CALIFORNIA, DO HEREBY STATE THAT SAID BOARD OF SUPERVISORS HAS APPROVED THE PROVISIONS MADE FOR THE PAYMENT OF TAXES AS PROVIDED IN DIVISION 2 OF TITLE 7 OF THE GOVERNMENT CODE OF THE STATE OF CALIFORNIA.
PAUL BERNAL, CITY PLANNER
FOR: DIAMOND OAKS HOLDINGS, LLC
BY:
BOB D. AUSHERMAN, Managing Member DATE
A NOTARY PUBLIC OR OTHER OFFICER COMPLETING THIS CERTIFICATE
VERIFIES ONLY THE IDENTITY OF THE INDIVIDUAL WHO SIGNED THE
DOCUMENT TO WHICH THIS CERTIFICATE IS ATTACHED, AND NOT THE TRUTHFULNESS, ACCURACY, OR VALIDITY OF THAT DOCUMENT.
STATE OF CALIFORNIA
COUNTY OF TULARE
ON __J1416-66 2019
BEFORE ME:
141Aan"-±_kttOtt
BOB D. AUSHERMAN WHO PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO
BE THE PERSON(S) WHOSE NAME(S) IS/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND
ACKNOWLEDGED TO ME THAT HE/SHE/THEY EXECUTED THE SAME IN HIS/HER/THEIR
AUTHORIZED CAPACITYOES), AND THAT BY HIS/HER/THEIR SIGNATURE(S) ON THE
INSTRUMENT THE PERSON(S), OR THE ENTITY UPON BEHALF OF WHICH THE PERSON(S) ACTED, EXECUTED THE INSTRUMENT. I CERTIFY UNDER 'PENALTY OF PERJURY' UNDER THE
LAWS OF THE STATE OF CALIFORNIA THAT THE FOREGOING PARAGRAPH IS TRUE AND CORRECT.
WI SS MY HAND AND OFFICIAL SEAL.
IrtorAK
.SIGNATURE OF NOTARY PUBLIC
:7411Reurir Aaft54 PRINT COMMISSION NAME
DATE COMMISSION EXPIRES: 41A 00 1101 17
COUNTY OF PRINCIPAL PLACE OF BUSINESS:_
NOTARY PUBLIC, PERSONALLY APPEARED:
NO NOTARY SEAL REQUIRED PURSUANT TO SEC. 66436 (C)
OF THE SUBDIVISION MAP ACT.
K RD
FAcKv 4 SITE LOCATION
VICINITY MAP
32 TSM 5547
CUP NO. 2013-17
FOR: FIRST AM TITLE COMPANY, AS TRUSTE
BY:
Lln/V4V - /19
SHERRY MUNGE scrow Officer DATE - ...
.---
NOTARY PUBLIC OR OTHER OFFICER COMPLETING THIS CERTIFIC TE VER1VIES ONLY THE IDENTITY OF THE INDIVIDUAL WHO SIGNED T DOCUMENT TO WHICH THIS CERTIFICATE IS ATTACHED, AND N1 THE
TRUTHNLNESS, ACCURACY, OR VALIDITY OF THAT DOCUME
STATE OF CALIFORNIA
COUNTY OF TULARE
201_, ON JJAI q. ,
BEMI ME: \
__Mahrtanffill_SORPS OTARY PUBLIC, PERSONALLY APPEARED:
SHERRY MUNGER WHO PROVEB TO ME 0 THE BASIS OF SATISFACTORY EVIDENCE TO BE
THE PERSON(S) WHOSE NAME(S) IS/ARK SUBSCRIBED TO THE WITHIN INSTRUMENT AND
ACKNOWLEDGED TO ME THAT HE/SHE/THEY EXECUTED THE SAME IN HIS/HER/THEIR
AUTHORIZED CAPACITYOES), AND THAT BY HIS/HER/THEIR SIGNATURE(S) ON THE
INSTRUMENT THE PERSON(S), OR THE ENTITY UPON BEHALF OF WHICH THE PERSON(S) ACTED, EXECUTED THE INSTRUMENT. I` CERTIFY UNDER 'PENALTY OF PERJURY' UNDER THE
LAWS OF THE STATE OF CALIFORNIA THAT THE FOREGOING PARAGRAPH IS TRUE AND CORRECT. \
T ESS MY H A AND AND OFFICIAL SEAL.
ki - Chr
LANDSCAPE AND LIGHTING ASSESSMENT DISTRICT
ALL THE REAL PROPERTY INCLUDED IN THE BOUNDARLS OF THE SUBDIVISION SHOWN UPON THIS MAP IS INCLUDED IN "ASSESSMENT DISTRICT NO. el .0, CITY OF VISALIA, TULARE COUNTY, CALIFORNIA," ESTABLISHED PURSUANT TO THE LANDSCAPE AND LIGHTING ACT OF 1972.
CITY CLERK'S STATEMENT
THIS I TO STATE ,THAT AT A REGULAR MEETING OF THE CITY COUNCIL OF THE CITY OF VISALIA HELD ON THE .. + 41 DAY OF .4,f.,,T"' 2011 AN ORDER WAS DULY AND REGULARLY MADE AND ENTERED INTO APPROVING THIS MAP
AND SUBDIVISION AND, ON BEHALF OF THE PUBLIC, ,
ACCEPTING, SUBJECT TO IMPROVEMENT, THE PUBLIC STREETS, LOTS 'A', 'B', 'C' AND BLOCK WALL FOOTING EASEMENTS; AND AND ACCEPTING THE PUBLIC UTILITIES EASEMENTS;
AND CONSENTING TO THE ABANDONMENT OF THE IRREVOCABLE OFFER OF DEDICATION IN FEE INTEREST PER INSTRUMENT RECORDED AS DOCUMENT NO. 2017-0048528, O.R.T.C.R.
ALL INCLUDED WITHIN THE BOUNDARIES OF THE SUBDIVISION AND AS SHOWN AND/OR STATED UPON THE MAP. p t. ) gi_tc, SIDEWALK
EPrSE MeN T;
RANDY GROOM
CITY MANAGER/CITY CLERK
SHEET 1 OF 4
JOB NO. 14154 CHIEF DEPUTY CIT CLERK
41 5 4 \ Dwg \ FMA P. dwg 7
N1/4 COR. SEC. 8-19/25
FD. DISK W/ CTR. MARK STAMPED
L.S. 6859, PER TULARE COUNTY
TIES, FLUSH IN CONCRETE
N89 ° 56'49"E 2505.25
1252.77 ((1315 5))
N1/4 COR. NE1/4 SEC. 8-19/25
FD. DISK W/ CTR. MARK STAMPED
"O0 V.", FLUSH IN CONCRETE PER
WALNUT BREEZE, UNIT NO. 3 (RM 39/70)
t LOT 'A'
DEDICATION PER INSTFUMENT ( 1/ 43 • .q --. (J tCk * IRREVOCABLE OFFER1OF _ 7 -- \/ , S • RECORDED AS DOC. N10. 2017-0048528, O.R.T.C.. (TYP.) k....) t• Co n „
C f ' 0 • ° D . '
\ X 'dk
I A'
* IRREVOCABLE OFFER OF 7-
DEDICATION PER INSTRUMENT
RECORDED AS DOS. NO.
2017-0048528, O.R.T.0 R. (TYP.)
54 RUSSELL AVE
SCALE: 1" = 200'
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM, ZONE 4, NAD 83, AS DETERMINED BY GPS
OBSERVATIONS RELATIVE TO THE CALIFORNIA SURVEYING AND
DRAFTING, INC. VIRTUAL SURVEY NETWORK, EPOCH DATE 2007.
S02 ° 0950W 2135. 68
LOT 'B'
23. 74))) [ N01 ° 48 '57 "E] ( SOUTH)
co co co
^ n c.1
—
32 TSM 5547
CUP NO. 2013-17
52 WALNUT BREEZE, UNIT NO. 3
REC. IN VOLUME 39 OF MAPS
AT PAGE 70, T.C.R.
N89°56 . 49"E 1252.48
N89 ° 13'20"E 1253.44 [N89 ° 13'20"E 1253.44] CALDWELL AVE NE COR SEC. 8-19/25
FD. BRASS DISK W/CTR. MARK STAMPED
"TULARE COUNTY SURVEYOR", FLUSH IN
CONCRETE PER LS 18/73 & TULARE
COUNTY TIES
*IRREVOCABLE OFFER OF
DEDICATION PER INSTRUMENT
RECORDED AS DOC. NO.
2017-0048528, O.R.T.C.R. (TYP)
REMAINDER 2
PORTION OF PARCEL 1 OF LLA NO.
2017-07
IRREVOCABLE OFFER OF
DEDICATION PER INSTRUMENT
RECORDED AS DOC. NO.
2017-0048528, O.R.T.C.R. (TYP.)
492.13
NE CORNER PARCEL 1 OF LLA NO. 2017-07
529. 39 [ 52 9. 39]
IRREVOCABLE OFFER OF
DEDICATION PER INSTRUMENT
RECORDED AS DOC. NO.
2017-0048528, 0 R.T.C.R. (TYP.)
S89 ° 35'18"W 1040 13 [S89°3518"W 1040.131
LL )ft iUN J I .
31 * IRREVOCABLE OFFER OF
i
DEDICATION PER INSTRUMENT
RECORDED AS DOC. NO.
2017-0048528, O.R.T.0 R. (TYP.)
200 100 200
GRID TO GROUND CONVERSION
DISTANCES SHOWN ON THIS MAP ARE "GRID DISTANCES," AND
SHOULD BE CONVERTED TO "GROUND" DISTANCES IN ORDER
TO BE COMPATIBLE WITH MEASUREMENTS MADE ON THE
GROUND USING CONVENTIONAL SURVEYING TECHNIQUES. TO
OBTAIN "GROUND" DISTANCES, DIVIDE THE "GRID" DISTANCE BY THE "COMBINATION FACTOR" OF 0.99994195.
Z.T. BLANKENSHIP'S RANCH
SURVEY PER L.S. 4/47, T.C.R.
LEGEND
* IRREVOCABLE OFFER OF DEDICATION PER
INSTRUMENT RECORDED AS
DOC. NO. 2017-0048528,
0 R.T.C.R. (TYP.)
LOT LINE PER LLA 2017-07 RECORDED AS
DOC. NO. 2017-0043532,
O.R T.C.R. (NOT ACCEPTED
BY THIS SURVEY)
(r)
CTR. SEC. 8-19/25
FD. BRASS DISK W/CTR. MARK
STAMPED "R.0 E. 15310" IN
CONCRETE 14" DEEP PER
TRACT NO. 728
CTR. SEC. 8-19/25
FD 3/4" I.P. TAG'D "LS 5985, 16" DP. PER
TULARE COUNTY TIES
(NOT USED FOR THIS SURVEY)
1 259 80 ((12952
1430e30•50"E 2579.60 Q(580°28.11"1N 2680.69)))
51 50
36 uJ
49 : 4 "
37 co
38 48
39 Lir
47 46
43 45
44 H cANIERON, AVE.
4 5
2 3
STORM DRAIN EASEMENT PER
*IRREVOCABLE OFFER OF I: 1 zoil
DEDICATION PER INSTRUMENT I ' • is _ - - - - - - - - — - -------------- I RECORDED AS DOC. NO. X
2017-0048528, O.R.T C.R. (TYP.) I • ------ -T - . \
I INSTRAElill RECORD WO AS DOC. NO.
I
I r---\
I. I __,---- 1 .
i s. . • .1--- t• .. .
1 ... - f IRREVOCABLE OFFER OF
I • •
r• • .. .I RECORDED AS DOC. NO. 1 • IRREVOCABLE 's.OFFER I .. 0 .. F ss : s.. • • . • .. • 1 I :• I 2017-0048528, O.R.T.C.R. (TYP.) i : DEDICATION PEFONSTRLIMEN.T • • . .1 I • ,
I •• I IRREVOCABLE OFFER OF I.., 2017,-0048527,: 0 .R.T.C.R. • •• ' • • I I • • si DEDICATION PER INSTRUMENT
: 1
J.gtr..1C4-11,S0b ,O.C.TC.R.
DEDICATION PER INSTRUMENT
I •
I •, .
.
I • 'RECORDED ASDOC.:•NO. . ' . I
_-
. . ', .. • .
. .
...1
t, • • • I RECORDED AS DOC NO.
I - I 2017-0048528, O.R.T.C.R. (TYP) I •
i ... • I
1..• :*k
l • .. . I . .
LL _-•-v •-.-
1482°43'57"E1280 54
LINE ESTABLISHED USING RECORD
ANGLE FROM (RD-1). SEE SURVEY
PROCEDURE NOTES
NORTH BANK OF THE TULARE IRRIGATION
DISTRICT CANAL. REFER TO DOCUMENT
RECORDED APRIL 25, 1903 IN BOOK 111,
PAGE 445 OF DEEDS, T.C.R.
32 33
34 35
10 1 12 14
-
15 16
40 41
42 8
PACKWOOD AVE.
*IRREVOCABLE OFFER OF
DEDICATION PER INSTRUMENT
RECORDED AS DOC. NO.
2017-0048528, O.R.T.C.R. (TYP.) A
0. \Y -
<Z- - 0 o 0* REMAINDER 1
PORTION OF PARCEL 2 OF LLA NO.
P 3- • << 2017-07
• A' _ c\ h.
EASEMENT FOR TEMPORARY
TURNAROUND PURPOSES PER
INSTRUMENT RECORDED AS DOC. NO.
.?,94•Er-CXY--ri S Oct O.R.T.C.R.
zotif
IRREVOCABLE OFFER OF
DEDICATION PER INSTRUMENT
RECORDED AS DOC NO.
2017-0048528, O.R.T.C.R. (TYP.)
E1/4 COR. SEC. 8-19/25
FD 1/2" LP. TAG'D "LS 5358"
INSIDE 2" I P., 12" DP. PER
TRACT NO. 728 (RM 38/14).
MONUMENT FOUND AND ACCEPTED AS DESCRIBED.
SET BRASS DISK IN CONCRETE PER CITY STANDARD
STAMPED "PLS 9227".
0 SET 3/41 P. TAGGED "PLS 9227", 6" DEEP
WC SET 3.00 FT. WITNESS CORNER (1/2" REBAR 6" DEEP TAGGED "WIT COR PLS 9227")
cL53
c‘i
CO
( )
RECORD DATA PER J.K. YOAKUM SUBDIVISION MAP
RECORDED IN VOL. 2 OF MAPS AT PAGE 115, T.C.R. (OR
CALCULATED THEREFROM).
(( ))
RECORD DATA PER SURVEY MAP RECORDED IN BOOK 4 OF
LICENSED SURVEYS AT PAGE 47, T.C.R. (OR CALCULATED
THEREFROM).
((( ))) RECORD DATA PER TRACT NO. 728 RECORDED IN BOOK 38 OF MAPS AT PAGE 14, T.C.R. (OR CALCULATED THEREFROM).
1 RECORD DATA PER LLA NO. 2017-07 RECORDED AS DOC. NO.
2017-0043532, O.R.T.0 R. (OR CALCULATED THEREFROM).
P.U.E. PUBLIC UTILITIES EASEMENT.
PORTION OF IRREVOCABLE OFFER OF DEDICATION TO BE ABANDONED.
SET 1/2" REBAR 6" DEEP TAGGED "PLS 9227" AT ALL LOT
CORNERS AND POINTS OF CURVATURE.
ALL DISTANCES ARE IN FEET AND DECIMALS THEREOF.
—1.ihrowe BOLD LINE INDICATES SUBDIVISION LIMITS
SURVEY PROCEDURE NOTES
1. THE SOUTH LINE OF THE REMAINDER PARCEL OF LOT 1 OF 'WK. YOAKUM SUBDIVISION' WAS ESTABLISHED BY USING A RECORD ANGLE FROM THE E1/4 CORNER OF SEc, 8-19-25 AND THE EAST LINE OF THE NE1/4 OF SAID SECTION AS SHOWN ON THIS MAP.
THIS PROCEDURE RESULTED IN THE LINE FOLLOWING THE NORTH BANK OF THG T.I.D.
CANAL AS CALLED OUT ON SAID RECORD MAP
2. THE PREVIOUS SURVEYS FOR BOTH OF THESE PROPERTIES WERE RECORDED IN 1903 AND 1916. THOSE SURVEYS APPEAR TO BE 'FENCE' SURVEYS. TIES TO THE SECTION LINES ARE MINIMAL AND CANNOT BE RECREATED. THE APPROACH TAKEN TO
RE-ESTABLISH THE SOUTH LINE WAS TO WEIGHT THE LOCATION OF EXISTING IMPROVEMENTS (T.I.D. CANAL BANK) MORE HEAVILY THAN TRYING TO RE-ESTABLISH SECTION LINES. FURTHER COMPLICATIONS ARE EXACERBATED BY THE FACT THAT THERE ARE TWO CENTER OF SECTION MONUMENTS IN SECTION 8. THIS PROCEDURE FIT THE EXISTING USE LINE BETTER THAN TRYING TO FOLLOW ANY OTHER METHOD. 3 LLA NO. 2017-07 RECORDED AS DOCUMENT NO. 2017-0043532, O.R.T.C.R. DESCRIBED THE WEST LINE OF PARCEL 2 USING A PORTION OF AN OLD FENCE LINE THIS SURVEY DOES NOT RECOGNIZE THAT FENCE/USE LINE AS THE BOUNDARY. THE SECTIONAL LINE WAS USED FOR THIS SURVEY.
LOT 7
TRACT NO. 728
REC. IN VOLUME 38 OF MAPS
AT PAGE 14, T.C.R. LOT 6 LOT 1
SHEET 2 OF 4
JOB NO. 14154
Vo bs \ 20 14 \ 1 415 4 \ Dwg \ FM ARdwg 6/ 29/ 20 19 6: 44: 5 7 AM 32 TSM 5547 • 1
25 I 24 \ I 18/ ' 17 I
1 WALNUT BREEZE, UNIT NO. 3 1
REC. 1 IN VOL. 39 OF MAPS, AT PAGE 70, T.C.R.
) / 1/ /
I
LOT B
16 CUP NO. 2013-17 28
20 SECTION LINE -/ vi 4. PER THIS MAP
SECTION LINE
/
£WW• ta• 1.kM
S89 ° 5649W 1252.48
8.01 . - . .
.
00 .
620. ---
604.1q 801°48'57"W 32.03
CALDWELL AVE N89 ° 3518E 1252.86
68 69
_ N89°13'20"E 1253.44 [N89°13'20"E 1253.44]
SEE DETAIL A BELOW S00°4733"E
27.56 1 1184.75
S45°2442E
28.28 1
N89°3518E 502 22
N89°3518E 501.27 5.00 N89°3518E 507.25 S00°24 . 42"E N00°24 . 42"W
3.33 N89 ° 3518E 120 00 3.33
WC WC
N44°15'18E
. 28.28
-5.31 I
N89°3518E 117.15
CURVE TABLE
CURVE # LENGTH DELTA RADIUS TANGENT
Cl 31.42 90°0005 20.00 20.00
C2 32.31 92°3432" 20.00 20.92
C3 30.52 87 ° 2525' 20.00 19.12
C4 59.24 12°2846' 272.00 29.74
C5 65 34 12 ° 2845' 300.00 32.80
C6 71.44 12°2545" 328.00 35 86
C7 43.59 7°36'51" 328.00 21.83
C8 35.84 6°1540" 328.00 17.94
C9 79.43 13°5231" 328.00 39.91
C10 72.65 13°5231" 300.00 _ 36.50
C11 65.87 13°5231" 272.00 _ 33.10
C12 43.63 4°22'13" 572.00 21.83
013 64 82 6°1123" 600.00 32.44
014 67 84 6°1123" 628 00 33.95
015 52.67 4°4819" 628.00 26.35
C16 90.12 8 ° 1325' 628.00 45 14
C17 6 96 0°4147" 572.00 3.48
C18 142.79 13°0129" 628 00 71 70
C19 136.42 13 ° 0139" 600 00 68.51
C20 130.06 13°01'39" 572.00 65 31
C21 75 25 7 ° 3215" 572.00 37.68
C22 86 23 8°1402" 600.00 43.19
C23 90.25 8°1402" 628 00 45.20
C24 33.54 96°0545" 20.00 22.25
C25 29.66 84°5820" 20.00 18.32
C26 12.92 1°3406' 472.00 6.46
C27 66.88 7°3950" 500.00 33.49
C28 24.32 2°3820" 528.00 12.16
C29 41.92 5 ° 0518" 472.00 20.97
C30 44.40 5°0618" 500.00 22 22
031 36.79 3 ° 5934" 528 00 18.40
C32 10.10 1 ° 0544" 528.00 5.05
C33 46.89 5°0618" 528 00 23.46
C34 18.15 1 ° 4910" 572.00 908
C35 82.20 8°1402" 572.00 41.17
C36 53 20 11°1219" 272 00 26.68
C37 6.05 1°1626" 272 00 3.02
038 61.79 6°1123" 572.00 30 93
N89°3518E 120 00 S0O ° 24 . 42"E NOO ° 24'42"W
10.00 moo LOT 'C'
2,524 S.F.
88.35 - . WC 31.65 WC • 21.21
Radial Table
Radial # BEARING
R1 N0°24'42"W (R)
R2 N89°3518E (R)
R3 N5°30'00"W (R)
R4 N84 ° 3000E (R)
R5 N87 ° 5010W (R)
R6 N79°4105E (R)
R7 N87 ° 1756E (R)
R8 N86 ° 2624W (R)
R9 N87 ° 2213E (R)
R10 S87°49'28E (R)
R11 N80 ° 1 725W (R)
R12 N79 ° 3608W (R)
R13 S3°55'55"E (R)
R14 N2 ° 51'40"W (R)
R15 N85°3544E (R)
R16 N88 ° 1534W (R)
R17 N89 ° 0636W (R)
6 WC N89°3518E 110.00 WC S45°24'42E
21.65 BLOCK WALL FOOTING EASEMENT PER THIS MAP (AS SHOWN) 2.00 FT. WIDE • N89 ° 3518E
34.80 28 28
LOT 'A'
7,076 S.F.
60 30 0 60
SCALE: 1" = 60'
5 4 1
124,405 S.F. 53 120,317 S.F. 0,
CV
REMAINDER 2 6.61 AC.
28 28 LU
ED I S O N S T.
i .- N89 ° 5649E 1252 48
co
CENTERLINE PER LS 14/15
CENTERLINE PER THIS MAP 28.67 - -- 1 111/ k \
N89 ° 3518E 1252.86 i
o
i
a • a
•
r
R2
6.00 FT. WIDE PUE (TYP.) I 7 I C‘ 58 04 264 11 266.46 - 530 60
N89°35'18"E 734.85 106.04 - - 313.96 -
RUSSELL AVE N89 ° 35'18E 1040.13 [N89 ° 35'18"E 1040.13] 6.00 FT. WIDE PUE (TYP.) • 372 00 N89°1320E 1184 75 492.13 220.96 60 00 50.00 56 00 50 00 50.00 50.00 56 00 .0.00 140.96 31 6,914 S.F.
POSL‘C.
P.U.E. AND SIDEWALK
EASEMENT (TYP.) Oh
16,155 S.F.
.
30 . . . 6,240 S.F. .
29 IP
5,200 S.F. Zr i.
28 5,824 S.F.
27 5,200 S.F
26 5,200 S.F.
25 5,824 S.F.
E• 1
24 7,194 S.F.
Ci Ci
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17-CO N!,4 1..8
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28 z 28
0 6/ 2 9/ 20 19 6: 45: 38 AM
00 S89 ° 3518W
100.00 WC
32 5,000 S.F.
./ R5
SOO °2 4 '42 "E < r N
LU
N89°3518"E 392 00 C37 S89 ° 3518W 164.51 ta.
(1 , INC
60 00 50.00 WC • 0 ct, 56.00 50.00 50.00 56.00 70.00
S89°351 8W
\- EASEMENT FOR INGRESS
AND EGRESS (TYP.)
WC 100.00
33 5,000 S.F.
\ Jo bs \ 20 14 \ 1 4 15 4 \ Dwg \ FMA P. d
REMAINDER 1 28.43 AC.
51 15,484 S.F.
17 6,240 S.F. g
18 5,200 S.F.
19 5,824 S.F. ‘ `2
20 5,200 S.F. -
21 5,200 S.F.
23 7,194 S.F.
22 5,824 S.F.
S89°3518W EASEMENT FOR TEMPORARY
TURNAROUND PURPOSES PER
INSTRUMENT RE D AS DOC. NO.
2019-ñOL4l O.R.T C R.
S89°3518W
7 100 00 50.00 CV
34 8
5,600 S.F.
S89°3518W 155.90 R7 60 00 50.00 56 00 50 00 - 56 - 60 50.00 50.00 372.00
MATCHLINE - SEE SHEET 4
SO O ° 2 4 '4 2 "E 835. 79 • WC S89°35'18"W 100.00 N89 ° 3518"E 420.00 . . . . . . . . ao 6.00 !
•
R8 ] -
50 15,165 S.F. DETAIL A SHEET 3 OF 4 35 5,000 S.F. LOYOLA AVE. 28 28 366 00 81 - Z SCALE: 1" = 20' JOB NO, 14154
50.00 1 50.00 J 56.00 50.00 J . 50 00 60.00 50.00
32 TSM 5547
CUP NO. 2013-17
to
100.00
I .
vr 6 co to i Lc" ..o 0 z.-„, -
WC
- EASEMENT FOR INGRESS
AND EGRESS (TYP.)
51 15,484 S.F.
33 5,000 S.F. REMAINDER 1 28.43 AC.
0 17
6,240 S.F. I.
18 5,200 S.F.
19 5,824 S.F. I -
N
20 5,200 S.F. - LI ,
kr
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to
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22 5,824 S.F.
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7,194 S.F. LU
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EASEMENT FOR TEMPORARY
TURNAROUND PURPOSES PER
INSTRUMENT ECO ED AS DOC. NO.
2019- cX. % 1c O.R.T.C.R.
S89 ° 3518"W
- - 7
o
60:60 /
100.00
to
34 5,600 S.F.
S89°3518"W 155.90
50 00 CD 56.00 56700
MATCHLINE - SEE SHEET 3 372.00 00 CV co smo ism
N89°3518E 420.00
. . . . . . . . . . . . . . . . . . . . - - •
N 00 °24 '4 2 "W 50 15,165 S.F.
6.00 CO CV
LOYOLA AVE. Irf; 28 28 366.00
50 00 5S.00 50 00 56.00 60.00 50.00 50 00
S89 ° 3518"W N89 ° 3518"E ▪ _re 100.00 .,...WC
cr. \ -...s. - 16.54 I
WC, 36 .
o- 5,000 S.F.
.
J ,o cO
to , ji „-, I .
2 1 ._:, 1 S89°3518W
WC (.0 i 111 100.00
N. 1
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0 to 37 .- W , c7' ,I (3>
co 6,000 S.F. cto
i _I N. .
< -, 4- . 10 kr "
S89 ° 3518W 1 CC ..
c wc 100.00 CO z ,
2.81 1
13, 38 9 I
cs: 5,000 S.F. .to .cr
50.00 / R2 S89°3518W 60.63 S00 1 24'42"E to
20.00 C 0 N
11 12 i 13 14 15 16
6,180 S.F. !4- 5,150 S.F. , _ci- 5,150 S.F. ;q 1- 5,768 S.F. !‘' 5,150 S.F. 4- 5,150 S.F. , A V
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00 °
to
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10 to 7,124 S.F. to kr
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li
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CV j(1)
Leg . W SI
I
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49 1,5,785 S.F.
N 70 00 50.00 50.00 60.00 50.00 50.00 56.00
S89°3518W 316.00 -
S89 ° 3518W 167.31
to 9 7,124 S.F.
48 16,427 S.F.
S89 ° 351 TW . • to 100 00 WC REMAINDER 1 28.43 AC.
to 28 28
to 39 5,000 S.F.
1.54 EASEMENT FOR INGRESS
AND EGRESS (TYP.)
N - PACKWOOD AVE. C34 0.92 Z.; ,
I ;
LOT 'B' 4/,
5,825 S.F.
; q v -- CO CV S89°3518W S89°3518"W 173 70
WC wc 100 00 N89°3518"E . 99.54 . 5;
o 40
to 5,600 S.F.
CO N89°3518"E
C12
co
60 30 0 60
47 16,718 S.F. Radial Table
Radial # BEARING
R1 N0°24'42"W (R)
R2 N89 ° 3518E (R)
R3 N5°30'00"W (R)
R4 N84°3000E (R)
R5 N87°5010W (R)
R6 N79 ° 4105E (R)
R7 N87°1756E (R)
R8 N86°2624W (R)
R9 N87°2213E (R)
R10 587 ° 4928E (R)
R11 N80 1 1755W (R)
R12 N79 ° 3608W (R)
R13 S3 1 55'55"E (R)
R14 N2°51'40"W (R)
R15 N85 ° 35'44E (R)
R16 N88 ° 1534W (R)
R17 N89 ° 0636W (R)
CURVE TABLE
CURVE # LENGTH DELTA RADIUS TANGENT
Cl 31 42 909000" 20.00 20.00
C2 32.31 929432" 20.00 20.92
C3 30.52 872528 20.00 19.12
C4 59 24 12°28'45" 272.00 29.74
C5 65.34 12 1 2545 300.00 32.80
C6 71.44 129545' 328.00 35 86
C7 43.59 7 1 3651" 328.00 21.83
C8 35.84 6°15 . 40r 328.00 17 94
C9 79.43 13 1 5231" 328 00 39 91
C10 72.65 139231" 300 00 36.50
C11 65.87 139231" 272.00 33.10
C12 43.63 49213" 572.00 21.83
C13 64.82 6°1123 600 00 32.44
C14 67.84 6 ° 1123" 628.00 33 95
015 52.67 4°4819" 628.00 26.35
C16 90.12 8°1320" 628.00 45.14
C17 696 0 ° 4147" 572.00 348
C18 142.79 13°0139 628 00 71.70
C19 136.42 139129" 600.00 68.51
C20 130 06 13 1 0129" 572.00 65.31
C21 75.25 7°3215' 572 00 37 68
022 86.23 8°14 . 02 600.00 43.19
C23 90.25 8°1402" 628.00 45.20
C24 33 54 969545 20.00 22 25
C25 29.66 84°5830 20 00 18.32
C26 12.92 1°3405' 472.00 6.46
C27 66 88 7 ° 3950" 500.00 33.49
C28 24.32 2°3820" 528 00 12.16
029 41.92 5 ° 051T 472 00 20 97
C30 44.40 5°0518 500 00 22.22
C31 36.79 39534" 528.00 18.40
C32 10.10 1°05'44" 528.00 5.05
C33 46.89 5°0518" 528.00 23.46
C34 18.15 1°4910" 572.00 9.08
C35 82 20 8°14'02" 572.00 41.17
C36 53 20 11 1 1219 272.00 26 68
C37 6.05 1°1626 272.00 3.02
C38 61.79 6 1 1123" 572 00 30.93
S00 °24 . 42 "E 1 70. 36 SCALE: 1" = 60' • WC 100.00 td a
41 5,000 S.F. to
S89 ° 3518"W 173.85 0 C 10.65 N89°3518E
• WC 100.00
‘'11 /
13.24 . 42 , 1 R2
o
o I.- to 5,016 S.F.
csi co S I r... co
6 0 0 1
cy, I ' S89°3518W R15
tri k \
• -
N WC 101.28 PI ) R4
- - - - - - - co - .
46 17,185 S.F.
43 1
Ito 1 8 1.
ux i ,•-• 0 6,503 S.F. IN • WC
Ito. ,... 1 I
to
co .1 C.
0"
0 -
S841°03 46°7° 4 °5 V\I
r 1:::11'- cO
I I.-
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WC N I
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171 10 b • 1 ° o i '',
N 7,605 S.F.
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C17 S89 ° 3518"W 185.62
5;
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45 21,119 S.F.
R5 k. r -
I I 1
1 I I 1 I I
1.- • ---;.11\87 -1 • - • 1 1 1 -
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1 1 1
1 1 1
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1 1
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27 --_ I L _ . cie_cc 1111 -- -- • --- .
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_ _ _
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254.43 I 1
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P281
C28 4 _ 2_10 _
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f- F-F5
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254.44
ERON AVE. _ N84°30'00"E 400 43
CAM
-J -- •
__ • . -- •
J: \ Jo bs \ 20 1 4 \ 1415 4 \ Dwg \ FM AP. dwg 6/ 29/ 20 19 6: 46: 09 AM _ 60 00_ - - -
28 I S 28 to
1 9,034 S.F.
N84°30'00"E 70.00
1.00 28 1 28
1± 11 S87 50'10E
56.00 70.00
60.00 56.00
60.00 S84°3000W 388.71
86.71 5.00
SHEET 4 OF 4
JOB NO. 14154
• Pec t .R,4d 11111131ff111111111111 2019-0047507
REC FEE 14,00 ifk
AFF SS2 HOUS E 75 . 00
MO
Recording Requested By:
First American Title Company
After Recording Return To:
Recorded
OffsC731 F-Zecards
County of
Tulare
ROLAND P HILL
Clerk Recorder
09-41AM 2S-Aug-2019
FATCO
211 E Caldwell Ave.
Visalia, CA 93277
Escrow #. 5716278
SUBDIVISION GUARANTEE
Form No 14
CLTA Subdivision Guarantee (4-10-75)
u,44 tsa. Order Number 5405-
5716278
Page Number 1
SUBDIVISION GUARANTEE
Fee: $170.00
No.: 5405-5716278
Subdivision: Diamond Oaks - Unit No. 1
First American Title Insurance Company
a corporation
GUARANTEES
The County of Tulare and any City within which said subdivision is located in a sum not exceeding $1,000.00.
That, according to those public records which, under the recording laws, impart constructive notice of matters affecting the title to the land included within the exterior boundary shown on the map of the above referenced subdivision, the only parties having any record title interest in said land whose signatures are necessary, under the requirements of the Subdivision Map Act, on the certificates consenting to the recordation of said map and offering for dedication any streets, roads, avenues and other easements offered for dedication by said map are:
Diamond Oaks Holdings, LLC, Owner and the following:
1. General and special taxes and assessments for the fiscal year 2019-2020, a lien not yet due or payable.
2. The lien of supplemental taxes, if any, assessed pursuant to Chapter 3.5 commencing with Section 75 of the California Revenue and Taxation Code.
3. An easement for CANAL PURPOSES, RIGHT OF WAY FOR WATER DITCH 14 FEET WIDE ON THE BOTTOM and incidental purposes, recorded April 25, 1903 m Book 111 of Deeds, Page 445.
In Favor of: TULARE IRRIGATION CO,.
Affects: THE SOUTHERLY PORTION OF SAID LAND AS SAID DITCH EXISTED ON MARCH 26, 1903
The location of the easement cannot be determined from record information.
4. Terms, provisions, covenants, restrictions and conditions contained in a document executed pursuant to the California Land Conservation Act of 1965 (Williamson Act) and recorded January 02, 1970 as BOOK 2873, PAGE 881 of Official Records.
The effect of a document entitled "NOTICE OF FULL NONRENEWAL", recorded January 22, 2004 as INSTRUMENT NO. 2004-0006009 of Official Records.
The map herembefore referred to is a subdivision of:
BEING PORTIONS OF PARCELS 1 AND 2 LLA 2017-07 RECORDED AS DOCUMENT NO. 2017-0043532 OF OFFICIAL RECORDS:
First American Title Insurance Company
Form No. 14
Order Number. 5405-
5716278
CLTA Subdivision Guarantee (4-10-75) Page Number: 2
PARCEL 1: (PORTION OF APN: 126-100-012-000; 126-100-055-000, NEW APN NOT YET ASSESSED) THAT PORTION OF LOTS 1 & 2 OF THE J. K. YOAKUM SUBDIVISION PER MAP RECORDED IN VOLUME 2 OF MAPS AT PAGE 115, T.C.R. SITUATED IN A PORTION OF 'THE NE1/4 OF SECTION 8, TOWNSHIP 19 SOUTH, RANGE 25 EAST, MOUNT DIABLO BASE AND MERIDIAN, IN THE COUNTY OF TULARE, STATE OF CALIFORNIA, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE N1/4 CORNER OF THE NE1/4 OF SAID SECTION; THENCE S02°09'50'W 55.92 FEET TO THE SOUTH RIGHT OF WAY OF CALDWELL AVENUE AND THE TRUE POINT OF BEGINNING;
*THENCE N89°1320 1 1 1,253.44 FEET ALONG SAID RIGHT OF WAY TO THE EAST LINE OF SAID SECTION ALSO BEING THE EAST LINE OF SAID LOT 2;
THENCE S01°48'57"W 529.39 FEET ALONG SAID EAST LINE;
THENCE S89°35'18"W 1040.13 FEET;
THENCE S00°24 1 42"E 835.79 FEET;
THENCE 584°30'00"W 156.46 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE TO THE NORTH HAVING A RADIUS OF 528.00 FEET;
THENCE WESTERLY 24.32 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 2°3820" TO THE BEGINNING OF A TANGENT CURVE CONCAVE TO THE SOUTHEAST HAVING A RADIUS OF 20.00 FEET; THENCE SOUTHWESTERLY 29.66 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 84°58'30"; THENCE N87°50`10"W 68.96 FEET TO THE WEST LINE OF SAID LOT 1; THENCE NO3°4110"W 487.83 FEET ALONG SAID LINE TO AN ANGLE POINT; THENCE NO2°09'50"E 902.57 FEET ALONG SAID LINE TO THE TRUE POINT OF BEGINNING.
PARCEL 2: (PORTION OF APN: 126-100-012-000; 126-100-056-000, NEW APN NOT YET ASSESSED) THAT PORTION OF LOTS 1 & 2 OF THE J. K. YOAKUM SUBDIVISION PER MAP RECORDED IN VOLUME 2 OF MAPS AT PAGE 115, T.C.R. SITUATED IN A PORTION OF THE NE1/4 OF SECTION 8, TOWNSHIP 19 SOUTH, RANGE 25 EAST, MOUNT DIABLO BASE AND MERIDIAN, IN THE COUNT( OF TULARE, STATE OF CALIFORNIA, MORE PARTICULARLY DESCRIBED AS FOLLOWS.
COMMENCING AT THE N1/4 CORNER OF THE NE1/4 OF SAID SECTION, THENCE S02°09 1 50W 55.92 FEET TO THE SOUTH RIGHT OF WAY OF CALDWELL AVENUE; THENCE CONTINUING S02°09'50"W 902.57 FEET ALONG THE WEST LINE OF SAID LOTS TO AN ANGLE POINT;
THENCE CONTINUING S03°41. 1 10"W 487.83 FEET ALONG THE WEST LINE OF SAID LOT 1 TO THE TRUE POINT OF BEGINNING;
THENCE S87°50'10"E 68.96 FEET TO THE BEGINNING OF A NON-TANGENT CURVE CONCAVE TO THE SOUTHEAST HAVING A RADIUS OF 20.00 FEET, A RADIAL LINE THROUGH WHICH POINT BEARS N87°50'10"W;
THENCE NORTHEASTERLY 29.66 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 84°58'30" TO THE BEGINNING OF A TANGENT CURVE CONCAVE TO THE NORTH HAVING A RADIUS OF 528.00 FEET;
THENCE EASTERLY 24.32 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 2°38'20, THENCE N84 0 30'00"E 156,46 FEET;
THENCE N00°24 1 42"W 835.79 FEET;
THENCE N89°35'18"E 1,040.13 FEET TO THE EAST LINE OF SAID LOT 2; THENCE 501°48'57"W 1,354.27 FEET ALONG SAID EAST LINE TO THE SOUTHEAST CORNER THEREOF; THENCE S82°4357"W 1,311.02 FEET ALONG THE SOUTH LINE OF SAID LOT 2 TO THE SOUTHWEST First American Tide Insurance Company
Form No. 14 Order Number: 5405-
5716278
CLTA Subdivision Guarantee (4-10-75) Page Number. 3
CORNER THEREOF;
THENCE NO3°41'10"E 644.14 FEET TO THE TRUE POINT OF BEGINNING.
Dated: August 19, 2019
First American Title Insurance Company
Dennis J Gilmore
President
k i. 4•41.iii.-/T/
Jefinay S. Robinson
Secreiory
First American Title Insurance Company