VICINITY MAP
BENJAMIN R. MULLINS, PLS 9227
DATEBY:
VISALIANORTH
SUBJECTPROPERTY
WALNUT AVENUE
"K" AVENUE
SANTA FE STREETPACKWOOD CREEK
SJVRR TRACKSUPRR TRACKS
BEN MADDOX WAY
WE HEREBY DISCLOSE THAT THERE ARE HIGH BRINE LEVELS IN THE SOIL OFTHE SUBJECT PROPERTY.
CHIEF DEPUTY CITY CLERKBY
APRIL 2026
J:\Jobs\2023\23263\Dwg\FINAL MAP.dwg 4/10/2026 12:29:21 PMCITY PLANNER'S STATEMENT PAUL BERNAL, PLANNING & COMMUNITY PRESERVATIONDIRECTOR/CITY PLANNERDATEI HEREBY STATE THAT THIS FINAL MAP CONFORMS TO THE TENTATIVE SUBDIVISION MAP APPROVED BY THECITY OF VISALIA PLANNING COMMISSION AT THE REGULAR MEETING HELD ON NOVEMBER 14, 2005.RECORDER'S STATEMENT
BOARD OF SUPERVISORS' STATEMENT
OWNER'S STATEMENT
LANDSCAPE AND LIGHTING ASSESSMENT DISTRICT
FLOOD HAZARD ZONETHE UNDERSIGNED HEREBY CERTIFY THAT THEY ARE THE ONLY PERSONS HAVING ANY RECORD TITLE INTEREST INTHE REAL PROPERTY INCLUDED WITHIN THE BOUNDARIES OF THE SUBDIVISION SHOWN UPON THIS MAP, AND DOHEREBY CONSENT TO THE PREPARATION AND RECORDING OF SAID MAP AND THAT THE CONSENT OF NO OTHERPERSON IS NECESSARY. WE HEREBY OFFER FOR DEDICATION AND DO HEREBY DEDICATE THE FOLLOWING, ASSHOWN WITHIN THE BOUNDARIES OF THE MAP HEREON, FOR THE SPECIFIED PURPOSES:1.RIGHT OF WAY FOR BEECH AVENUE, BURKE STREET, AND COTTA STREET IN FEE TO THE CITY OF VISALIA.2.PUBLIC EASEMENTS FOR THE INSTALLATION AND MAINTENANCE OF GAS LINES AND CONDUITS FORELECTRIC, TELEVISION AND TELEPHONE SERVICES, TOGETHER WITH ANY AND ALL APPURTENANCESPERTAINING THERETO, AS SHOWN HEREON AND DESIGNATED AS "PUE" (PUBLIC UTILITIES EASEMENT).3.PUBLIC EASEMENT FOR SIDEWALK PURPOSES ALONG SANTA FE AVENUE AS SHOWN HEREON.FOR: OLIVE FARMS ASSOCIATES, LLC SURVEYOR'S STATEMENTTHIS MAP WAS PREPARED BY ME OR UNDER MY DIRECTION AND IS BASED UPON A FIELD SURVEY IN CONFORMANCE WITH THE REQUIREMENTS OF THE SUBDIVISIONMAP ACT AND LOCAL ORDINANCE AT THE REQUEST OF BILL MORGAN ON AUGUST 17, 2023 AND SAID FIELD SURVEY IS TRUE AND COMPLETE AS SHOWN. I HEREBY STATETHAT THIS FINAL MAP SUBSTANTIALLY CONFORMS TO THE APPROVED OR CONDITIONALLY APPROVED TENTATIVE MAP. ALL MONUMENTS ARE OF THE CHARACTER ANDOCCUPY, OR WILL OCCUPY, THE POSITIONS INDICATED WITHIN 2 YEARS OF THE RECORDATION OF THIS MAP AND ARE, OR WILL BE, SUFFICIENT TO ENABLE THE SURVEYTO BE RETRACED.
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 ANYAPPROVED ALTERATIONS THEREOF; THAT ALL PROVISIONS OF CHAPTER 2 OF THE SUBDIVISION MAP ACT AND ANY LOCAL ORDINANCES APPLICABLE AT THE TIME OFAPPROVAL OF THE TENTATIVE MAP HAVE BEEN COMPLIED WITH; AND THAT I AM SATISIFIED THAT THIS MAP IS TECHNICALLY CORRECT.MICHAEL E. LONG, CITY SURVEYOR, PLS 6815DATECITY CLERK'S STATEMENTTHIS IS TO STATE THAT AT A REGULAR MEETING OF THE CITY COUNCIL OF THE CITY OF VISALIA HELD ON THE ___________ DAY OF _________________, 202___, AN ORDERWAS 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;AND ACCEPTING THE PUBLIC UTILITIES EASEMENTS AND SIDEWALK EASEMENT;AND CONSENTING TO THE ABANDONMENT OF THOSE PORTIONS OF THE SANITARY SEWER EASEMENT AND PUBLIC UTILITY EASEMENT PER WILLOW SPRINGS, UNIT NO. 1RECORDED IN VOLUME 44 OF MAPS AT, AT PAGE 8, T.C.R.;ALL INCLUDED WITHIN THE BOUNDARIES OF THE SUBDIVISION AND AS SHOWN AND/OR STATED UPON THE MAP.WITNESS MY HAND AND OFFICIAL SEAL OF THE CITY OF VISALIA THIS _____ DAY OF _______________, 20____.LESLIE B. CAVIGLIACITY MANAGER/CITY CLERK I, JASON T. BRITT, COUNTY ADMINISTRATIVE OFFICER/CLERK OF THE BOARD OF SUPERVISORS OF THE COUNTY OF TULARE, STATE OF CALIFORNIA, DO HEREBY STATETHAT SAID BOARD OF SUPERVISORS HAS APPROVED THE PROVISIONS MADE FOR THE PAYMENT OF TAXES AS PROVIDED IN DIVISION 2 OF TITLE 7 OF THEGOVERNMENT CODE OF THE STATE OF CALIFORNIA.
AS DELINEATED ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCE RATE MAP (MAPNUMBER 06107C0945E) FOR COMMUNITY NO. 060409, CITY OF VISALIA, TULARE COUNTY, CALIFORNIA,EFFECTIVE JUNE 16, 2009, THE PROPERTY SHOWN ON THIS MAP LIES FULLY WITHIN A FLOOD ZONE AREADESIGNATED 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% ANNUALCHANCE FLOODING WHERE THE CONTRIBUTING DRAINAGE AREA IS LESS THAN 1 SQUARE MILE, AND AREASPROTECTED FROM THE 1% ANNUAL CHANCE FLOOD BY LEVEES.
ALL THE REAL PROPERTY INCLUDED IN THE BOUNDARIES OF THE SUBDIVISION SHOWN UPON THIS MAP IS INCLUDED IN"ASSESSMENT DISTRICT NO. 18-05, CITY OF VISALIA, TULARE COUNTY, CALIFORNIA," ESTABLISHED PURSUANT TO THELANDSCAPE AND LIGHTING ACT OF 1972.
A NOTARY PUBLIC OR OTHER OFFICER COMPLETING THIS CERTIFICATEVERIFIES ONLY THE IDENTITY OF THE INDIVIDUAL WHO SIGNED THEDOCUMENT TO WHICH THIS CERTIFICATE IS ATTACHED, AND NOT THETRUTHFULNESS, ACCURACY, OR VALIDITY OF THAT DOCUMENT.STATE OF _______________COUNTY OF _______________ON _______________________, 202___,BEFORE ME:_____________________________, NOTARY PUBLIC, PERSONALLY APPEARED:____________________________________________________________WHO PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSON(S) WHOSENAME(S) IS/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THATHE/SHE/THEY EXECUTED THE SAME IN HIS/HER/THEIR AUTHORIZED CAPACITY(IES), AND THAT BYHIS/HER/THEIR SIGNATURE(S) ON THE INSTRUMENT THE PERSON(S), OR THE ENTITY UPON BEHALFOF WHICH THE PERSON(S) ACTED, EXECUTED THE INSTRUMENT. I CERTIFY UNDER 'PENALTY OFPERJURY' UNDER THE LAWS OF THE STATE OF CALIFORNIA THAT THE FOREGOING PARAGRAPH ISTRUE AND CORRECT.WITNESS MY HAND._________________________________________________SIGNATURE OF NOTARY PUBLIC_________________________________________________PRINT COMMISSION NAMEDATE COMMISSION EXPIRES:_______________________COMMISSION NUMBER: ____________________________COUNTY OF PRINCIPAL PLACE OF BUSINESS:_________NO NOTARY SEAL REQUIRED PURSUANT TO SEC. 66436 (C) OF THESUBDIVISION MAP ACT.
NO SCALE
WILLOW SPRINGS - UNIT No. 3
Owner/Developer:OLIVE FARMS ASSOCIATES, LLC,A WASHINGTON LIMITED LIABILITY COMPANY1850 S. Central, Suite B Visalia, CA 93277Ph. 559-739-2927Engineer: LANE ENGINEERS, INC.979 North Blackstone St.Tulare, CA 93274Ph. 559-688-5263HIGH BRINE LEVELS DISCLOSURE STATEMENT
CITY SURVEYOR'S STATEMENT
BEING A DIVISION OF THE REMAINDER PORTION OF WILLOW SPRINGS UNIT NO. 2, IN THE CITY OF VISALIA, COUNTY OFTULARE, STATE OF CALIFORNIA AS PER MAP RECORDED IN BOOK 44, PAGE 63, IN THE COUNTY RECORDER OF SAIDCOUNTY, SITUATED IN A PORTION OF THE NE1/4 OF SECTION 5, TOWNSHIP 19 SOUTH, RANGE 25 EAST, M.D.B. & M.TSM 5483
ALTEOFCA
SELICENDLAN
ST
D
NRIFO
URSORVEYIABenjamin R.MullinsNo. 9227
DATE
PURSUANT TO SECTION 66434(g) OF THE GOVERNMENT CODE, THE FILING OF THIS FINAL MAP SHALLCONSTITUTE THE ABANDONMENT OF THE FOLLOWING PUBLIC EASEMENTS:1. PORTION OF THE SANITARY SEWER EASEMENT SHOWN AND NOTED WITHIN THIS MAP TO THE CITY OFVISALIA FOR THE INSTALLATION AND MAINTENANCE OF SANITARY SEWER PIPELINES AND ALSO A PORTION OFTHE 6' WIDE PUBLIC UTILITIES EASEMENTS DEDICATED PER WILLOW SPRINGS UNIT NO. 1, RECORDED INVOLUME 44 OF MAPS, AT PAGE 63, T.C.R.
NOTICE OF ABANDONMENT
FILED THIS ____________ DAY OF _________________________, 20_________, AT ______________________. M. IN VOLUME ____________ OFMAPS AT PAGE ____________ TULARE COUNTY RECORDS, AT THE REQUEST OF LANE ENGINEERS, INC.DOCUMENT NO: ___________________________FEE PAID: ________________________________TARA K. FREITAS, CPATULARE COUNTY ASSESSOR/CLERK-RECORDER JASON T. BRITT, COUNTY ADMINISTRATIVE OFFICER/CLERK OF THE BOARD OF SUPERVISORS DEPUTY CLERKDATED THIS __________ DAY OF ________________________, 20______BY:__________________________________________________ BY:__________________________________________________DEPUTY SHEET 1 OF 5JOB NO. 23263 No. 6815PROFESSIONALLANDSURVEYORMICHAELE.LONGAINROFILACFOETATSEXP: 9-30-26 BENEFICIARY'S STATEMENTBENEFICIARY'S STATEMENT RECORDED CONCURRENTLY AS FILE NO. 20____-___________________ ,RECORDED ON _____________________, 20_____, IN THE OFFICE OF THE COUNTY RECORDER PER SECTIONS66435.1 AND 66435.2 OF THE SUBDIVISION MAP ACT.
BY: OLM, LLC, ITS MANAGING MEMBERBY: MORGAN ENTERPRISES, INC., ITS PREFERRED MEMBER BILL MORGAN, PRESIDENTMORGAN ENTERPRISES, INC.
BEECH AVENUE BEECH AVENUE
HARTER DRIVE
SEEGER AVENUE
BRADLEY COURT
EDISON STREET
OAKHURST COURTBURKE STREET
COTTA STREET
SANTA FE AVENUE
CENTERLINE OF "K" AVE., FD. DISKW/CENTER MARK STAMPED C.O.V.W/CTR. MARK, FLUSH PERWILLOW SPRINGS UNIT NO. 1 & 2 N1/4 COR. SEC. 5-19-25FD. BRASS DISK STAMPED 'COV PLS 8834'FLUSH IN CONCRETE
5.00' WIDE PUBLIC UTILITY EASEMENT INFAVOR OF S.C.E. CO., RECORDED ASDOC. NO. 2018-0066179, O.R.T.C.R.
WALNUT AVE.
15.00' WIDE PUBLIC UTILITY EASEMENT IN FAVOR OF S.C.E. CO., REC. INBK. 2592, PG. 485, O.R.T.C.R. & AS DOC. NO. 2008-0017947, O.R.T.C.R.
10.00' WIDE PUBLIC UTILITY EASEMENT IN FAVOROF S.C.E. CO., REC. IN BK. 4203, PG. 731, O.R.T.C.R. 'K' AVENUE
PACKWOOD CREEK
166 165164163162161160159158157156155154153152151150149148147146145144143142141140139138137136135134133132131130129128127126125124123122121120119118117116115114 1163.73 (1163.73) ((1163.73))N00°00'18"W 1820.80 (N00°00'18"W 1820.80) ((N00°00'18"W 1820.80))
5.00' WIDE PUBLIC UTILITY EASEMENT INFAVOR OF S.C.E. CO., RECORDED ASDOC. NO. 2018-0066179, O.R.T.C.R. 100.00 [100.00]
657.07 (657.07)
S.P.R.R.
N89°41'30"E 2037.29 (N89°41'30"E)31.10[31.10]1293.97 [1293.00]31.00[31.00]100.00 [100.00]
15.00' WIDE PUBLIC UTILITY EASEMENT IN FAVOROF S.C.E. CO., REC. IN BK. 2592, PG. 485,O.R.T.C.R. & AS DOC. NO. 2008-0017947, O.R.T.C.R. 450.39 [450.13]
RAILROAD SETBACK LINE DETERMINEDAT 10' FROM CENTERLINE OF SPUR TRACK FD. BRASS DISK FLUSH IN CONC. STAMPED PLS 8163 AT 'K' AVENUE& OAKHUSRT ST. PER REIMER SUBDIVISION., REC. IN VOL. 44 OFMAPS, AT PG. 10, T.C.R. USED TO ESTABLISH CL OF K AVENUE.
CL RAILROAD TRACKSRAILROAD SETBACK LINE DETERMINEDAT 10' FROM CENTERLINE OF SPUR TRACK56.00' WIDE SANITARY SEWER EASEMENTALONG DEDICATED RIGHT OF WAY TO BEABANDONED PER THIS MAP60.00' EASEMENT FOR INGRESS-EGRESS PURPOSES,IN FAVOR OF CALIFORNIA GIFT PER DOC. NO. 5195,REC. IN VOL. 3087, PAGE 271, O.R.T.C.R.
FD. 1/2" I.P., TAG'D. LS 4076
FD. 1/2" I.P. , NO TAG, UP 1".ACCEPTED PER PM 376.
SET 1/2" REBAR, TAG'D PLS 9227 6"DP. ALSO FD. 1/2" REBAR, NO TAG,6" DEEP 1.5'± WESTERLY OFCORNER, DID NOT ACCEPT.
MONAJJEMI / NORLINDOC. NO. 2003-0002510, O.R.T.C.R.MERG INVESTMENTS, LLCDOC. NO. 2016-0014133, O.R.T.C.R.
6.00' P.U.E.
6.00' P.U.E.
N00°00'18"W 481.49 [N00°00'00"E 481.23]
N00°00'18"W 481.49 [N00°00'00"E 481.23]450.49 [450.23]
N89°41'30"E100.00 [100.00]
3/10/2025 2:48:13 PMJ:\Jobs\2023\23263\Dwg\FINAL MAP.dwg WILLOW SPRINGS - Unit No. 3TSM 5483
BASIS OF BEARINGSTHE MONUMENTED CENTERLINE OF SANTE FE AVE.BEARS S 00°00'18" E PER WILLOW SPRINGS UNIT NO. 1,RECORDED IN VOL. 44 OF MAPS AT PG. 8, T.C.R.
1.AN EASEMENT FOR PUBLIC UTILITIES IN FAVOR OF MT. WHITNEY POWER ANDELECTRIC COMPANY RECORDED AS BOOK 34, PAGE 458 OF CONTRACTS.LOCATION CANNOT BE DETERMINED FROM THE RECORD.2.AN EASEMENT FOR A RAILROAD SPUR TRACK RECORDED JULY 30, 1936 AS BOOK692, PAGE 256 OF OFFICIAL RECORDS. LOCATION CANNOT BE DETERMINED FROMTHE RECORD.3.AN EASEMENT FOR PUBLIC UTILITIES IN FAVOR OF SOUTHERN CALIFORNIAEDISON RECORDED SEPTEMBER 27, 1946 AS BOOK 1184, PAGE 365 OF OFFICIALRECORDS. THE DOCUMENT REFERENCES AN AREA OVER WHICH THERE IS ONLYONE POLE LINE LOCATED ALONG THE STREET RIGHT OF WAY ALONG SANTA FEAVENUE.4.TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED SEWER LINEUSE AGREEMENT, RECORDED IN BOOK 3174, PAGE 566, OFFICIAL RECORDS.
NON-PLOTTABLE EASEMENTS AFFECTING SAID PROPERTY:
BASIS OF BEARINGS
0SCALE: 1" = 120'120 12060
LEGENDSET BRASS DISC IN CONCRETE FLUSH PER CITY STANDARD MN-1STAMPED LS 9227.MONUMENT FOUND PER WILLOW SPRINGS UNIT NO. 1 & UNITNO. 2, UNLESS NOTED OTHERWISE.RECORD DATA PER PER WILLOW SPRINGS UNIT NO. 1RECORDED IN VOLUME 44 OF MAPS AT PAGE 8, T.C.R.
INDICATES PUBLIC UTILITIES EASEMENT NOW OFFERED FORDEDICATION FOR PUBLIC USES.
ALL DISTANCES ARE IN FEET AND DECIMALS THEREOF.BOLD LINE INDICATES SUBDIVISION LIMITS. ( )
P.U.E.RECORD DATA PER PER WILLOW SPRINGS UNIT NO. 2RECORDED IN VOLUME 44 OF MAPS AT PAGE 33, T.C.R.(( ))RECORD DATA PER PER PM 376, RECORDED IN BOOK 4 OFPARCEL MAPS AT PAGE 76, T.C.R.[ ] SHEET 2 OF 5JOB NO. 23263
SET 1/2" REBAR, 6" DEEP TAGGED PLS 9227 AT ALL LOTCORNERS AND POINTS OF CURVATURE. SET 5.00 FT. WITNESSCORNER (1/2" REBAR, 6" DEEP TAGGED PLS 9227) AT THEBACKS OF LOTS 133 - 136 AND 5.00 FT. WITNESS CORNERFROM THE RAILROAD SETBACK LINE FOR LOTS 136 - 166.
SEE SHEET 4SEE SHEET 3 SEE SHEET 5
MATCHLINE
MATCHLINE
BEING A DIVISION OF THE REMAINDER PORTION OF WILLOW SPRINGS UNIT NO. 2, IN THE CITY OF VISALIA, COUNTY OFTULARE, STATE OF CALIFORNIA AS PER MAP RECORDED IN BOOK 44, PAGE 63, IN THE COUNTY RECORDER OF SAIDCOUNTY, SITUATED IN A PORTION OF THE NE1/4 OF SECTION 5, TOWNSHIP 19 SOUTH, RANGE 25 EAST, M.D.B. & M.
OFFICIAL RECORDS TULARE COUNTY RECORDERO.R.T.C.R.TULARE COUNTY RECORDST.C.R.SOUTHERN CALIFORNIA EDISON COMPANYS.C.E. CO.
SEE SHEETS 4 & 5 FOR RECORDDOCUMENTS OF ADJACENT PROPERTIES.
OAKHURSTSTREET
1646,001 S.F.1655,575 S.F.
166102,284 S.F.
C6
60.00 44.05C5((C5))C4((C4))634.54 ((634.54))S44°50'36"W 28.36 ((S44°50'36"W 28.36)) L=83.13,Δ=7°59'56",R=595.44
L=307.16,Δ=30°52'32",R=570.00
L=189.24,Δ=16°02'30",R=675.91 280.74
BEECH AVENUE
S02°52'15"E (R)((S02°52'15"E (R)))S00°18'30"E (R)((S00°18'30"E (R))) R1
S02°38'08"W (R)(S02°38'08"W (R))S13°41'50"E (R) WEST(S13°41'50"E (R)) S44°34'22"E (R)(S44°34'22"E (R))
S52°34'18"E (R)
N89°48'43"E 551.45
L=301.77,Δ=30°52'32",R=560.00
(L=301.77,Δ=30°52'32",R=560.00)
L=186.54,Δ=16°03'00",R=665.91(L=186.54,Δ=16°03'00",R=665.91) SANTA FE AVENUE1163.73 (1163.73) ((1163.73))N00°00'18"W 1820.80 ((N00°00'18"W 1820.80)) L1 46.76312.56 ((312.56))
S89°41'30"W 684.39 ((S89°41'30"W))C1((C1))C2((C2))L3 ((L3))C3((C3)) 360.40
93.8192.50S00°18'30"E 102.82S00°18'30"E 104.01
L5
L4
30'((30'))
30'((30'))
28'((28'))28'((28'))
281.03 60.00
S02°20'41"W (R)
S53°52'11"E (R)((S53°52'11"E (R)))
N00°18'30"W (R)((N00°18'30"W (R)))
6.00' P.U.E. PER WILLOW SPRINGS UNIT NO. 16.00' P.U.E.
6 6.00' P.U.E. S13°24'52"E (R) EAST(S13°24'52"E (R))
S13°41'50"E (R)
295.86
S89°41'30"W 2092.04
N00°18'30"W (R) ((N00°18'30"W (R)))
RAILROAD SETBACK LINE
L2
L6
C8 ((C8))
754.46
L=94.99Δ=9°17'48"R=585.44
MERG INVESTMENTS, LLCDOC. NO. 2016-0014133, O.R.T.C.R.
5 5.00' SIDEWALK EASEMENT
CENTERLINE OF "K" AVE., FD. DISK W/CENTER MARK STAMPEDC.O.V. W/CTR. MARK, FLUSH PER WILLOW SPRINGS UNIT NO. 1 & 2249.91 N1/4 COR. SEC. 5-19-25FD. BRASS DISK STAMPED 'COV PLS 8834' FLUSH IN CONCRETE LINE TABLELINE #L1L2L3L4L5L6
BEARINGN89°59'42"EN89°41'30"ES89°41'30"WN0°18'30"WN0°18'30"WS0°00'18"E DISTANCE30.005.9550.0010.1910.3216.70
CURVE TABLECURVE #C1C2C3C4C5C6C8
LENGTH44.7344.73199.1145.9843.4754.07203.76
DELTA2°33'45"2°33'45"9°30'25"2°33'45"2°33'45"2°31'22"9°30'25" RADIUS1000.001000.001200.001028.00972.001228.001228.00
RADIALTABLERADIAL #R1BEARINGN2°49'52"W (R)
TSM 5483
SHEET 3 OF 5JOB NO. 23263
0SCALE: 1" = 40'40 4020
J:\Jobs\2023\23263\Dwg\FINAL MAP.dwg 3/10/2025 2:48 PM MATCHLINE - SEE SHEET 4
WILLOW SPRINGS - UNIT No. 3BEING A DIVISION OF THE REMAINDER PORTION OF WILLOW SPRINGS UNIT NO. 2, IN THE CITY OF VISALIA, COUNTY OFTULARE, STATE OF CALIFORNIA AS PER MAP RECORDED IN BOOK 44, PAGE 63, IN THE COUNTY RECORDER OF SAIDCOUNTY, SITUATED IN A PORTION OF THE NE1/4 OF SECTION 5, TOWNSHIP 19 SOUTH, RANGE 25 EAST, M.D.B. & M.
BASIS OF BEARINGS
BASIS OF BEARINGSTHE MONUMENTED CENTERLINE OF SANTE FE AVE.BEARS S 00°00'18" E PER WILLOW SPRINGS UNIT NO. 1,RECORDED IN VOL. 44 OF MAPS AT PG. 8, T.C.R.
NOTES:1. AREAS FOR LOTS 136 - 166 EXCLUDE RAILROAD SETBACK AREA.2. SEE SHEET 2 FOR LEGEND AND BASIS OF BEARINGS. 1148,054 S.F.1155,166 S.F.1165,176 S.F.1175,768 S.F.1185,714 S.F.1195,155 S.F.1206,203 S.F.1215,098 S.F.5,090 S.F. 1506,470 S.F.1516,613 S.F.1525,878 S.F.1535,763 S.F.1545,760 S.F.1555,280 S.F.1565,449 S.F.1578,155 S.F.1588,603 S.F.1597,539 S.F.1606,147 S.F.1617,051 S.F.1626,530 S.F.1635,055 S.F.1646,001 S.F.
75.98((75.98))
S02°52'47"W 83.90((S02°52'47"W 83.90))
C20((C20))C18 ((C18))C17C44
50.29((50.29))
S00°18'30"E 103.88
C45
50.00((50.00))
S00°18'30"E 102.46C46
55.20((55.20))
S00°18'30"E 104.30C47
55.20((55.20))
S00°18'30"E 104.35C48
50.20((50.20))
S00°18'30"E 102.33C49
60.23((60.23))
S00°18'30"E 103.56C50
50.20((50.20))
S00°18'30"E 102.78C51C52
S00°18'30"E 101.48
C43C42
55.50 C41
60.00 C40
55.50 C39
55.50 C38
55.50 C37
25.02 24.98
C36
50.00 C35C16C15((C15))
C14
C13 70.00
111.24
C10 ((C10))
C9((C9))C34
70.83C12
C11
C33
126.19
C32
50.00 C31
38.06L15
C30C29
60.00 C28
50.00 C7
62.65 S89°47'53"E 160.41((S89°47'53"E 160.41))N84°39'06"E 210.82((N84°39'06"E 210.82)) S04°27'05"W (R) R6R7 L=390.11,Δ=14°54'04",R=1500.00
C27
HARTER DRIVEBURKE STREET
C25
R26R28R29R30R31R32R33R8 ((R8))R9((R9))
R25R24R23R22R21R20R19R18
R5
R4
R3((R3))R2((R2))R17R16R15R14R13 ((R13))N09°48'55"W (R)((N09°48'55"W (R)))R12R11R1 R27
N89°43'55"E 483.63S89°45'37"W 145.02N89°45'37"E 202.77N89°48'43"E 551.45 S84°08'07"E 126.27((S84°08'07"E 126.27))
S89°41'30"W 2092.04(S89°41'30"W 2092.04)
C24((C24))R10((R10))
L=298.80,Δ=14°16'00",R=1200.00((L=298.80,Δ=14°16'00",R=1200.00)) C22L2 ((L2)) 28'28'
C3((C3))
L11L7
N88°00'31"W (R) 56.00((N88°00'31"W 56.00))
N06°54'36"E (R) 56.00((N06°54'36"E 56.00))
119.78113.22107.61104.53103.48104.43107.02111.24 S00°18'30"E 128.83S00°18'30"E 122.31S00°18'30"E 116.74S00°18'30"E 113.70S00°18'30"E 112.69S00°18'30"E 113.68S00°18'30"E 116.31S00°18'30"E 120.59 L26
L25L24L23L22
L21L20L19
126.19124.59120.91113.60
104.2398.3193.81S00°18'30"E 104.01N00°18'30"W 108.37N00°18'30"W 114.18N00°18'30"W 123.43N00°18'30"W 130.63N00°18'30"W 134.26N00°18'30"W 135.78 L4 L12L13L14L16L17
L9
L8
L10
28'((28'))28'((28')) 28'28'
62.65 50.00 60.00 60.00 50.00 60.00 70.78 70.05 50.00 50.00 55.50 55.50 55.50 60.00 55.50L18 60.00 L=397.39,Δ=14°54'04",R=1528.00
L=382.83,Δ=14°54'04",R=1472.00
6.00' P.U.E. PERWILLOW SPRINGSUNIT NO. 1
6.00' P.U.E. PERWILLOW SPRINGSUNIT NO. 1
6.00' P.U.E. PERWILLOW SPRINGSUNIT NO. 1
L=285.86,Δ=13°38'56",R=1200.00((L=285.86,Δ=13°38'56",R=1200.00)) 6 6.00' P.U.E.
6 6.00' P.U.E.
RAILROAD SETBACK LINE
C8 ((C8))
L=244.34,Δ=11°56'43",R=1172.00((L=244.34,Δ=11°56'43",R=1172.00)) 754.46 56.00 1281.58
C26
C21 ((C21))C23C19
L=64.57Δ=7°00'26"R=528.00
MONAJJEMI / NORLINDOC. NO. 2003-0002510, O.R.T.C.R.JAIMESDOC. NO. 2020-0027263, O.R.T.C.R.PEREZ / GARCIADOC. NO. 2021-0079127, O.R.T.C.R.KELLEYDOC. NO. 2013-0022233, O.R.T.C.R.LEONARDDOC. NO. 2019-0006546, O.R.T.C.R.GONZALEZDOC. NO. 2020-0036979, O.R.T.C.R.
BURKE STREET
28'28'
REMAINDERAS SHOWN ON"WILLOW SPRINGSUNIT -NO. 1"
BEECH AVENUE BEECH AVENUE
28.0028.00
LINE TABLELINE #L2L4L7L8L9L10L11L12L13L14L15L16L17L18L19 BEARINGN2°52'47"EN0°18'30"WN0°00'18"WS0°00'18"ES0°00'18"EN0°00'18"WS0°00'18"EN0°18'30"WN0°18'30"WN0°18'30"WN89°45'37"EN0°18'30"WN0°18'30"WN0°18'30"WS0°18'30"E DISTANCE43.3910.192.159.5111.519.441.9210.069.969.8321.949.729.669.599.36 LINE TABLELINE #L20L21L22L23L24L25L26
BEARINGS0°18'30"ES0°18'30"ES0°18'30"ES0°18'30"ES0°18'30"ES0°18'30"ES0°18'30"E DISTANCE9.309.259.219.179.139.099.05
CURVE TABLECURVE #C3C7C8C9C10C11C12C13C14C15C16C17C18C19C20C21 LENGTH199.1162.81203.7631.524.0860.4937.6342.0954.0733.135.746.026.7112.7230.1251.49 DELTA9°30'25"2°55'50"9°30'25"90°18'16"0°26'36"6°33'51"4°34'04"4°34'04"6°33'51"94°55'07"0°16'51"0°16'51"0°18'47"0°35'37"86°16'57"2°27'31" RADIUS1200.001228.001228.0020.00528.00528.00472.00528.00472.0020.001172.001228.001228.001228.0020.001200.00 CURVE TABLECURVE #C22C23C24C25C26C27C28C29C30C31C32C33C34C35C36C37 LENGTH5.8857.377.7557.2865.0339.8650.3436.5424.1760.4450.1360.0349.5844.4850.1850.07 DELTA0°16'51"2°44'22"0°53'18"6°33'51"7°27'08"4°34'04"2°20'55"1°42'17"1°10'54"2°57'17"2°27'03"2°56'04"2°25'25"1°40'05"1°52'54"1°52'39" RADIUS1200.001200.00500.00500.00500.00500.001228.001228.001172.001172.001172.001172.001172.001528.001528.001528.00 CURVE TABLECURVE #C38C39C40C41C42C43C44C45C46C47C48C49C50C51C52 LENGTH55.5155.5155.5960.2625.7830.1050.3550.1650.0555.2155.2250.1060.3111.4238.91 DELTA2°04'54"2°04'54"2°05'04"2°15'35"0°58'00"1°46'28"1°57'35"1°57'09"1°56'54"2°08'56"2°08'58"1°57'01"2°20'51"0°26'40"2°10'07" RADIUS1528.001528.001528.001528.001528.00972.001472.001472.001472.001472.001472.001472.001472.001472.001028.00 RADIALTABLERADIAL #R1R2R3R4R5R6R7R8R9R10R11R12
BEARINGN2°49'52"W (R)S2°07'49"W (R)N87°33'56"W (R)S89°59'42"W (R)S85°25'38"W (R)N7°42'37"W (R)N7°11'27"E (R)S6°35'49"W (R)S87°07'13"E (R)S87°07'13"E (R)N5°45'42"W (R)N8°06'37"W (R) RADIALTABLERADIAL #R13R14R15R16R17R18R19R20R21R22R23R24 BEARINGS9°11'51"E (R)S8°38'01"E (R)S5°40'44"E (R)S3°13'41"E (R)S0°17'36"E (R)N5°31'22"E (R)N3°38'28"E (R)N1°45'49"E (R)N0°19'05"W (R)N2°23'59"W (R)N4°29'02"W (R)N6°44'37"W (R) RADIALTABLERADIAL #R25R26R27R28R29R30R31R32R33
BEARINGS5°56'09"E (R)S5°32'30"E (R)N7°15'57"W (R)N4°55'06"W (R)N2°58'05"W (R)N0°49'07"W (R)N1°19'49"E (R)N3°16'43"E (R)N5°13'52"E (R) 86°16'58"
90°18'15"0°26'35"
TSM 5483
J:\Jobs\2023\23263\Dwg\FINAL MAP.dwg 3/10/2025 2:48 PMMATCHLINE - SEE SHEET 3 WILLOW SPRINGS - UNIT No. 3
MATCHLINE - SEE SHEET 5
SHEET 4 OF 5JOB NO. 23263
BEING A DIVISION OF THE REMAINDER PORTION OF WILLOW SPRINGS UNIT NO. 2, IN THE CITY OF VISALIA, COUNTY OFTULARE, STATE OF CALIFORNIA AS PER MAP RECORDED IN BOOK 44, PAGE 63, IN THE COUNTY RECORDER OF SAIDCOUNTY, SITUATED IN A PORTION OF THE NE1/4 OF SECTION 5, TOWNSHIP 19 SOUTH, RANGE 25 EAST, M.D.B. & M. 0SCALE: 1" = 40'40 4020NOTES:1. AREAS FOR LOTS 136 - 166 EXCLUDE RAILROAD SETBACK AREA.2. SEE SHEET 2 FOR LEGEND AND BASIS OF BEARINGS.
C78
R69 (R69)
R34
R56
1225,090 S.F.1235,678 S.F.1245,665 S.F.1255,588 S.F.1266,176 S.F.1276,180 S.F.1285,150 S.F.1296,180 S.F.1306,180 S.F.1316,180 S.F. 1336,478 S.F. 1346,283 S.F.
1358,271 S.F.
13615,119 S.F.1375,961 S.F.1385,358 S.F.1396,375 S.F.1405,308 S.F.1415,888 S.F.1425,894 S.F.1435,410 S.F.1445,629 S.F.1457,036 S.F.1466,050 S.F.1476,191 S.F.1486,895 S.F.1496,092 S.F.
50.19((50.19))
S00°18'30"E 101.48C85
N88°46'12"E 55.51((N88°46'12"E 55.51))
S00°18'30"E 102.54C86
55.56((55.56))
S00°18'30"E 102.56C87
54.56((54.56))
S00°18'30"E 102.07C88C89
60.00((60.00))
S00°18'30"E 102.56C90 30.82
60.00((60.00))
S00°18'30"E 103.00 60.00
50.00((50.00))
S00°18'30"E 103.00 50.00
60.00((60.00))
S00°18'30"E 103.00 60.00
60.00((60.00))
S00°18'30"E 103.00 60.00
60.00(60.00)
S00°18'30"E 103.00 60.00
C56 (C56)75.99(75.99)
S00°18'30"E 103.00 61.01C59
C74(C74)N89°46'10"W 126.95(N89°46'10"W 126.95)C73S89°46'10"E 128.98 29.72C72C54C71S89°46'10"E 117.52 50.00 C70
S62°51'33"E 134.38 100.75C69
C75 66.53
81.34 C68C67
C76
C66 33.64
C77
60.00 45.15
50.00 50.00
55.50 55.50
55.50 C79 24.40
50.00 C80
50.00 C82C81
19.27C65
C83
C64C63
21.15C84
C62
50.00 C61
55.50 C60
50.00 S87°36'09"E 110.12((S87°36'09"E 110.12))N89°41'30"E 290.00((N89°41'30"E 290.00)) S89°41'30"W 431.16L=75.53,Δ=4°19'39",R=1000.00L=204.72,Δ=11°43'46",R=1000.00 L=127.33,Δ=3°38'51",R=2000.00 S00°14'11"W 261.81(S00°14'11"W 261.81)
R70 (R70)
R68R67R35R66 BEECH AVENUER64R26R63
R50R38R49R48R47R37R36R45R44R43R42R25
R41 (R41)
R53R54R55R57R58R59
R60R61R62
R65
R39
R46
S89°46'15"W 175.05
N89°41'30"E 135.99(N89°41'30"E 135.99)
COTTA STREET 61.01
S15°42'11"E 122.51
L27 18.90
111.91N00°18'30"W 125.06N00°18'30"W 127.82106.45106.16106.20106.13106.77110.03115.08119.31122.71124.49123.45119.78 N00°18'30"W 127.82S00°18'30"E 127.82S00°18'30"E 127.82106.05S00°18'30"E 127.82S00°18'30"E 127.82S00°18'30"E 131.65S00°18'30"E 128.62S00°18'30"E 127.82S00°18'30"E 133.47S00°18'30"E 132.46S00°18'30"E 128.83 L28
L29
L30
L31
L32
L33
L34L35L26
28'28'
28'28'
50.00 55.50 50.00 50.00 60.00 50.00 50.00 55.50 55.50 50.00 60.00 50.00 75.98 21.36 21.62 21.69 R51R52 381.83L=73.41,Δ=4°19'39",R=972.00
C55
L=128.54,Δ=147°17'45",R=50.00
373.91L=77.64,Δ=4°19'39",R=1028.00L=198.98,Δ=11°43'46",R=972.00 L=210.45,Δ=11°43'46",R=1028.00 L=125.49,Δ=3°35'42",R=2000.00 C91(C91)
6.00' P.U.E.
6.00' P.U.E.
S85°14'14"W (R) 56.00(S85°14'14"W 56.00)
S89°41'30"W 2092.04RAILROAD SETBACK LINE
R40 (R40)
50.52 C53
CL RAILROAD TRACKSDOC. NO. 2020-0036979, O.R.T.C.R.HERNANDEZDOC. NO. 2022-0065321, O.R.T.C.R.CASTILLOINST. NO. 842, REC. INVOL. 4657, PG. 91, O.R.T.C.R.GREENBAUM / LOVETTEDOC. NO. 2016-0052230, O.R.T.C.R.LINNDOC. NO. 2001-0078879, O.R.T.C.R.PARCEL 2PARCEL MAP NO. 5228REC. IN BK. 53 OF PARCEL MAPS, AT PG. 35, T.C.R.WILSON / ESPARAZADOC. NO. 2014-0004212, O.R.T.C.R.PLAUGHERDOC. NO. 2023-0061144, O.R.T.C.R. 28'28'28'28'
6.00' P.U.E.
6.00' P.U.E.
28'28'
S88°49'55"W (R)
C57(C57)C58
133,742 S.F.
1112,474 S.F. C921328,074 S.F.
LINE TABLELINE #L25L26L27L28L29L30L31L32L33L34L35
BEARINGS0°18'30"ES0°18'30"ES15°42'11"ES0°18'30"ES0°18'30"ES0°18'30"ES0°18'30"ES0°18'30"ES0°18'30"ES0°18'30"ES0°18'30"E DISTANCE9.099.0510.6021.7721.0417.7812.749.318.948.989.02 CURVE TABLECURVE #C53C54C55C56C57C58C59C60C61C62C63C64C65C66C67 LENGTH24.2123.6369.976.051.8174.4932.2250.1455.5250.0413.1936.9040.7416.677.54 DELTA27°44'25"27°04'40"1°58'36"0°02'58"0°03'10"2°09'52"92°17'25"2°57'19"3°16'21"2°56'58"0°46'39"2°03'25"2°16'14"19°06'14"8°38'11" RADIUS50.0050.002028.007026.001972.001972.0020.00972.00972.00972.00972.001028.001028.0050.0050.00 CURVE TABLECURVE #C68C69C70C71C72C73C74C75C76C77C78C79C80C81C82 LENGTH37.6441.1541.158.5919.8250.1421.0954.3273.7050.0714.8631.1150.1122.9227.33 DELTA43°08'05"47°09'23"47°09'23"9°50'54"0°33'36"1°25'00"1°01'22"3°27'49"4°41'59"3°11'34"0°56'50"1°47'10"2°52'38"1°18'58"1°31'59" RADIUS50.0050.0050.0050.002028.002028.001181.34898.49898.49898.49898.49997.86997.86997.861021.50 CURVE TABLECURVE #C83C84C85C86C87C88C89C90C91C92
LENGTH60.1128.8650.1255.5155.5510.3644.2329.181.8476.30 DELTA3°22'17"1°37'07"2°47'36"3°05'39"3°05'45"0°34'39"2°36'25"1°43'13"0°03'10"2°13'01" RADIUS1021.501021.501028.001028.001028.001028.00972.00972.002000.001972.00 RADIALTABLERADIAL #R25R26R34R35R36R37R38R39R40R41R42R43 BEARINGS5°56'09"E (R)S5°32'30"E (R)S4°01'09"W (R)N0°18'30"W (R)S0°18'30"E (R)N27°25'55"E (R)S60°08'10"W (R)N87°12'50"E (R)N74°50'25"E (R)N73°49'03"E (R)S2°58'50"E (R)S0°17'31"W (R) RADIALTABLERADIAL #R44R45R46R47R48R49R50R51R52R53R54R55 BEARINGS3°14'29"W (R)N1°57'44"E (R)S18°47'44"W (R)N15°42'11"W (R)S62°51'33"E (R)S69°59'04"W (R)S86°39'13"W (R)S12°16'17"W (R)S8°48'28"W (R)S4°06'29"W (R)S0°54'55"W (R)S0°01'55"E (R) RADIALTABLERADIAL #R56R57R58R59R60R61R62R63R64R65R66R67 BEARINGS0°48'41"E (R)S2°35'51"E (R)S5°28'30"E (R)S6°47'28"E (R)N5°15'29"W (R)N1°53'12"W (R)N0°16'05"W (R)S2°44'54"E (R)S0°20'44"W (R)S3°26'30"W (R)N1°24'43"E (R)N0°18'30"W (R) RADIALTABLERADIAL #R68R69R70BEARINGS87°24'05"W (R)S85°11'04"W (R)N85°14'02"E (R)6.061.82 TSM 5483
J:\Jobs\2023\23263\Dwg\FINAL MAP.dwg 3/10/2025 2:48 PM WILLOW SPRINGS - UNIT No. 3
MATCHLINE - SEE SHEET 4
SHEET 5 OF 5JOB NO. 23263
BEING A DIVISION OF THE REMAINDER PORTION OF WILLOW SPRINGS UNIT NO. 2, IN THE CITY OF VISALIA, COUNTY OFTULARE, STATE OF CALIFORNIA AS PER MAP RECORDED IN BOOK 44, PAGE 63, IN THE COUNTY RECORDER OF SAIDCOUNTY, SITUATED IN A PORTION OF THE NE1/4 OF SECTION 5, TOWNSHIP 19 SOUTH, RANGE 25 EAST, M.D.B. & M. 0SCALE: 1" = 40'40 4020NOTES:1. AREAS FOR LOTS 136 - 166 EXCLUDE RAILROAD SETBACK AREA.2. SEE SHEET 2 FOR LEGEND AND BASIS OF BEARINGS.