1256.54' <1256.54'>
1318.61' (1318.61')
1322.55' (1322.55') ((1322.55'))N89° 59' 45"W 2645.09' (N89° 59' 45"W 2645.09') ((N89° 59' 53"W 2645.09'))1322.55' ((1322.55')) N0° 09' 41"W 659.33' ((N0° 09' 41"W 659.33'))
N89° 59' 45"W 1172.53' (N89° 59' 45"W 1172.53') ((N89° 59' 45"W 1172.53')) N0° 10' 51"W 2637.41' (N0° 10' 51"W 2637.41' ) ((N0° 10' 51"W 2637.41')) 1308.54' <1308.53'>
OWNER'S STATEMENTTHE UNDERSIGNED HEREBY CERTIFY THAT THEY ARE THE ONLY PERSONS HAVING ANY RECORDTITLE INTEREST IN THE REAL PROPERTY INCLUDED WITHIN THE BOUNDARIES OF THE SUBDIVISIONSHOWN UPON THIS MAP, AND DO HEREBY CONSENT TO THE PREPARATION AND RECORDING OFSAID MAP AND THE CONSENT OF NO OTHER PERSON IS NECESSARY.WE HEREBY OFFER FOR DEDICATION AND DO HEREBY DEDICATE THE FOLLOWING, AS SHOWNWITHIN THE BOUNDARIES OF THE MAP HEREON, FOR THE SPECIFIED PURPOSES:1.RIGHTS OF WAY FOR SHIRK STREET, DARTMOUTH AVENUE, FEEMSTER AVENUE, HOWARDAVENUE, PARRISH AVENUE, SIDNEY STREET, STOKES STREET, AUGUSTA STREET,SHENANDOAH STREET, AND LINDSAY STREET.2.LOTS A AND B IN FEE TO THE CITY OF VISALIA FOR LANDSCAPING, PUBLIC UTILITIES,SIDEWALKS, AND OTHER PUBLIC PURPOSES3.LOT C IN FEE TO THE CITY OF VISALIA FOR STORM DRAIN PURPOSES4.PUBLIC UTILITY EASEMENT TO THE CITY OF VISALIA FOR INSTALLATION AND MAINTENANCEOF GAS LINES AND CONDUITS FOR ELECTRIC, TELEVISION AND TELEPHONE SERVICES,WATER SERVICES, TOGETHER WITH ANY AND ALL APPURTENANCES PERTAINING THERETO,AS SHOWN HEREON AND DESIGNATED AS "PUE" (PUBLIC UTILITY EASEMENT)5.BLOCK WALL EASEMENTS TO THE CITY OF VISALIA FOR THE INSTALLATION ANDMAINTENANCE OF BLOCK WALLS, TOGETHER WITH ANY AND ALL APPURTENANCESPERTAINING THERETO, AS SHOWN HEREON AND DESIGNATED AS "BWE" (BLOCK WALLEASEMENT)6.STORM DRAINAGE EASEMENT OVER AND ACROSS A PORTION OF LOT 107 AND 108 ASSHOWN HEREON TO THE CITY OF VISALIA FOR STORM DRAIN PURPOSESSJV HORIZONTAL, LLC, A DELAWARE LIMITED LIABILITY COMPANYBY: SJV HOMES, LLC, A DELAWARE LIMITED COMPANY, ITS SOLE MEMBER NAME: JOSEPH A. LEALTITLE: AUTHORIZED REPRESENTATIVEDATE:
PREPARED BY:
FAX: 559.802.3215TEL: 559.802.3052VISALIA, CA 93292324 S. SANTA FE ST., STE. AP.O. BOX 7593 SHEET 1 OF 3
NORTH
BOUNDARYMAPCITY OFVISALIA, CA
CTR. COR. SECT. 34-18/24FOUND BRASS DISC, NO STAMPINGAT POSITION OF NAIL WITH OFFSETSBK 35, MAPS, PG 6, TCR N90°00'00"E 2643.30' (N90°00'00"E 2643.30') ((N90°00'00"E 2643.30'))SW COR. SECT. 34-18/24FOUND BRASS DISC WITH CENTER PUNCH, NO IDENTIFICATION MARKINGSPER PM NO. 4334 REC. BK. 44, PARCEL MAPS, PG. 38, TCR 1,328.87' <1328.87'>BASIS OF BEARINGS
ELLIOTT SUBDIVISION PHASE 1VOL. 45, OF MAPS PAGE 53, T.C.R.
ADJUSTED PARCEL 2 OF LOT LINE ADJUSTMENT NO. PLA 2026-04, PERFECTED BY DEED RECORDED JULY 31, 2026 AS INSTRUMENT NO. 2026-0037980 OF OFFICIALRECORDS, MORE PARTICULARLY DESCRIBED AS FOLLOWS:ADJUSTED PARCEL A OF LOT LINE ADJUSTMENT NO. PLA 25-10, PERFECTED BY DEED RECORDED FEBRUARY 17, 2026, AS INSTRUMENT NO. 2026-0007376, OFOFFICIAL RECORDS; EXCEPTING THEREFROM THAT PORTION THEREOF, DESCRIBED AS FOLLOWS:BEGINNING AT THE SOUTHWEST CORNER OF SAID ADJUSTED PARCEL A OF PLA NO. 25-10; THENCE NORTH 0° 10' 51” WEST, ALONG THE WEST LINE OF SAIDADJUSTED PARCEL A, 10.17 FEET; THENCE SOUTH 89° 24' 10” EAST, 789.93 FEET; THENCE SOUTH 0° 01' 51” WEST, 1.96 FEET TO THE SOUTH LINE OF SAID ADJUSTEDPARCEL A OF PLA 25-10; THENCE NORTH 89° 59' 53” WEST, ALONG SAID SOUTH LINE, 789.83 FEET TO THE POINT OF BEGINNING.CONTAINING 20.48 ACRES, MORE OR LESS.
ELLIOTT SUBDIVISIONPHASE 2A
FLOOD ZONE XFLOOD ZONE AE
FLOOD ZONE XFLOOD ZONE AE
NOTE:
SCALE: 1" = 250'250'250' PORTION PARCEL 28 PM 37
N0° 08' 31"W 659.30' ((N0° 08' 31"W 659.30'))N0° 08' 31"E 2637.22' (N0° 08' 31"E 2637.22') ((N0° 08' 16"E 2637.08')) N89° 59' 49"W 1322.32' ((N89° 59' 49"W 1322.32'))1302.32' ((1302.32')) 1472.10'1452.10' ((1452.10'))
STATE OF CALIFORNIA/COUNTY OF TULARE
SIGNATUREMY COMMISSION EXPIRES:PRINCIPAL PLACE OF BUSINESS: COUNTY ON _______________, BEFORE ME, ____________________________, A NOTARY PUBLIC PRINT NAMECOMMISSION NO.
A NOTARY PUBLIC OR OTHER OFFICER COMPLETING THIS CERTIFICATE VERIFIES ONLY THEIDENTITY OF THE INDIVIDUAL WHO SIGNED THE DOCUMENT TO WHICH THIS CERTIFICATE ISATTACHED, AND NOT THE TRUTHFULNESS, ACCURACY, OR VALIDITY OF THAT DOCUMENT.
PERSONALLY APPEARED, _______________________________________ WHO PROVED TO MEON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSON(S) WHOSE NAME(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), ANDTHAT BY HIS/HER/THEIR SIGNATURE(S) ON THE INSTRUMENT THE PERSON(S), OR THEENTITY UPON BEHALF OF WHICH THE PERSON(S) ACTED, EXECUTED THE INSTRUMENT.I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OFCALIFORNIA THAT THE FOREGOING PARAGRAPH IS TRUE AND CORRECT. WITNESS MYHAND.
NOTARY ACKNOWLEDGEMENT
BOARD OF SUPERVISOR'S STATEMENT
CITY CLERK'S STATEMENT
RECORDER'S STATEMENT
SURVEYOR'S STATEMENT
CITY SURVEYOR'S STATEMENT
THIS MAP WAS PREPARED BY ME OR UNDER MY DIRECTION AND IS BASED UPON A FIELD SURVEY INCONFORMANCE WITH THE REQUIREMENTS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCE ATTHE REQUEST OF SAN JOAQUIN VALLEY HOMES 2/21/24 AND SAID FIELD SURVEY IS TRUE ANDCOMPLETE AS SHOWN. I HEREBY STATE THAT THIS FINAL MAP SUBSTANTIALLY CONFORMS TO THECONDITIONALLY APPROVED TENTATIVE MAP. ALL MONUMENTS ARE OF THE CHARACTER ANDOCCUPY, OR WILL OCCUPY, THE POSITIONS INDICATED WITHIN ONE YEAR OF THE RECORDING OFTHIS MAP AND ARE, OR WILL BE, SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED.CLINTON J. CAUDLE P.L.S. 9849DATE I HEREBY STATE THAT I HAVE EXAMINED THIS MAP; THAT THE SUBDIVISION AS SHOWN ISSUBSTANTIALLY THE SAME AS IT APPEARED ON THE TENTATIVE MAP, AND ANY APPROVEDALTERATIONS THEREOF; THAT ALL OF THE PROVISIONS OF CHAPTER 2 OF THE SUBDIVISION MAPACT AND ANY LOCAL ORDINANCES APPLICABLE AT THE TIME OF APPROVAL OF THE TENTATIVE MAP,HAVE BEEN COMPLIED WITH; AND THAT I AM SATISFIED THAT THIS MAP IS TECHNICALLY CORRECT.MICHAEL E. LONG P.L.S. 6815DATECITY SURVEYOR THIS IS TO STATE THAT AT A REGULAR MEETING OF THE CITY COUNCIL OF THE CITY OF VISALIA HELDON THIS _______ DAY OF _____________________, 20______, AN ORDER WAS DULY AND REGULARLY MADEAND ENTERED INTO APPROVING THIS MAP AND SUBDIVISION AND, ON BEHALF OF THE PUBLIC,ACCEPTING SUBJECT TO IMPROVEMENT, THE PUBLIC STREETS, AND LOTS A, B, AND C; AND ACCEPTINGTHE PUBLIC UTILITY EASEMENTS, STORM DRAIN EASEMENT, BLOCK WALL EASEMENTS, ALL INCLUDEDWITHIN 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 DAYOF , 20 .LESLIE B. CAVIGLIACITY MANAGER/CITY CLERK BY: CHIEF DEPUTY CITY CLERKI, JASON T. BRITT, COUNTY ADMINISTRATIVE OFFICER/CLERK OF THE BOARD OF SUPERVISORSOF THE COUNTY OF TULARE, STATE OF CALIFORNIA, DO HEREBY STATE SAID BOARD OFSUPERVISORS HAS APPROVED THE PROVISIONS MADE FOR THE PAYMENT OF TAXES ASPROVIDED IN DIVISION 2 OF TITLE 7 OF THE GOVERNMENT CODE OF THE STATE OFCALIFORNIA.DATED THIS DAY OF , 20.JASON T. BRITTCOUNTY ADMINISTRATIVE OFFICER/CLERK OF THE BOARD OF SUPERVISORSBY: DEPUTY CLERKDOCUMENT NO. FEE PAID FILED THIS DAY OF , 20, AT M.,IN VOLUME OF MAPS, AT PAGE TULARE COUNTY RECORDS, AT THE REQUESTOF 4 CREEKS, INC.TARA K FREITAS, CPA, TULARE COUNTY ASSESSOR/CLERK-RECORDERBY: DEPUTY CLERK CITY PLANNER'S STATEMENTI HEREBY STATE THAT THIS FINAL MAP CONFORMS TO THE TENTATIVE SUBDIVISION MAP #5597APPROVED BY THE CITY OF VISALIA PLANNING COMMISSION AT THE REGULAR MEETING HELD ON07/22/2024.
BY: PAUL BERNAL, DATEPLANNING AND COMMUNITY PRESERVATION DIRECTOR/CITY PLANNER20' PUBLIC HIGHWAY TO TUALRE COUNTYREC. 08/04/1899 BK 6 PG 292, O.R. 20'
ROEBEN STREET
EASEMENTS AND AGREEMENTSTHAT AFFECT SUBJECT PROPERTYPERSIAN DITCH COMPANY EASEMENT FOR DITCH PURPOSES IN FAVOR OF PERSIAN DITCHCOMPANY, RECORDED 11/16/1895, BK 73, OF DEEDS, PG 357, OFFICIAL RECORDS(EXACT LOCATION AND EXTENT IS NOT DISCLOSED OF RECORDS)MEMORANDUM OF PURCHASE RIGHTS, RECORDED 02/07/2024 AS DOCUMENT NO.2024-0006029, OFFICIAL RECORDS 1 HWY 198HWY 198
SHIRK STREET
ROEBEN STREETTULARE COUNTYCITY OF VISALIA
CITY OF VISALIA
AKERS STREET
NORTHCITY OFVISALIA, CAVICINITY MAPNO SCALE
CITY LIMITS
CITY LIMITS
SUBJECT PROPERTY
TULARE AVENUE
ROAD 92 (SHIRK STREET)
CITY LIMITS
SEE SHEET 3 FOR LEGEND AND BASIS OF BEARINGS
S 1/4 COR. SECT. 34-18/24FOUND NAIL WITH 2 FOOT OFFSETS AT THE POSITION OF BRASS DISCTAGGED RCE 15310 AS SHOWN ON (44, PM, 38) TCR TSM 5597
FLOOD HAZARD ZONEAS DELINEATED ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCERATE MAP (MAP NO. 06107C0928E) FOR COMMUNITY NO. 060409, CITY OF VISALIA, TULARECOUNTY, CALIFORNIA EFFECTIVE JUNE 16, 2009, THE PROPERTY SHOWN ON THIS MAP LIESPARTIALLY WITHIN ZONE AE, WHICH ARE SPECIAL FLOOD HAZARD AREAS SUBJECT TOINUNDATION BY THE 1% ANNUAL CHANCE FLOOD WITH BASE FLOOD ELEVATIONS DETERMINEDAND PARTIALLY WITHIN ZONE X (SHADED) WHICH ARE AREAS OF 0.2% ANNUAL CHANCEFLOODING. THE 1% ANNUAL CHANCE FLOODPLAIN BOUNDARY, BASE FLOOD ELEVATION LINESAND VALUES AND THE CALCULATED MINIMUM FINISH FLOOR ELEVATIONS ARE SHOWN FOR THEPORTIONS OF THIS MAP THAT LIE WITHIN THE SPECIAL FLOOD HAZARD AREA.VERTICAL DATUM NOTE: BASE FLOOD ELEVATION VALUES SHOWN ON THIS MAP ARECONVERTED FROM THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) TO THE CITY OFVISALIA DATUM BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD 29) USINGTHE CONVERSION FACTOR OF 2.73 ESTABLISHED IN FEDERAL EMERGENCY MANAGEMENTAGENCY'S FLOOD INSURANCE STUDY DATED JUNE 16, 2009. THE CONVERSION FACTOR OF 2.73IS SUBTRACTED FROM THE NAVD 88 VALUE TO OBTAIN THE EQUIVALENT NGVD 29 VALUE.LANDSCAPE & LIGHTING ASSESSMENT DISTRICT ALL THE REAL PROPERTY INCLUDED IN THE BOUNDARIES OF THE SUBDIVISION SHOWN UPON THISMAP IS INCLUDED IN “ASSESSMENT DISTRICT NO. , CITY OF VISALIA, TULARECOUNTY, CALIFORNIA,” ESTABLISHED PURSUANT TO THE LANDSCAPE AND LIGHTING ACT OF 1972.
STATE OF CALIFORNIA/COUNTY OF TULARE
SIGNATUREMY COMMISSION EXPIRES:PRINCIPAL PLACE OF BUSINESS: COUNTY ON _______________, BEFORE ME, ____________________________, A NOTARY PUBLIC PRINT NAMECOMMISSION NO.
A NOTARY PUBLIC OR OTHER OFFICER COMPLETING THIS CERTIFICATE VERIFIES ONLY THEIDENTITY OF THE INDIVIDUAL WHO SIGNED THE DOCUMENT TO WHICH THIS CERTIFICATE ISATTACHED, AND NOT THE TRUTHFULNESS, ACCURACY, OR VALIDITY OF THAT DOCUMENT.
PERSONALLY APPEARED, _______________________________________ WHO PROVED TO MEON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSON(S) WHOSE NAME(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), ANDTHAT BY HIS/HER/THEIR SIGNATURE(S) ON THE INSTRUMENT THE PERSON(S), OR THEENTITY UPON BEHALF OF WHICH THE PERSON(S) ACTED, EXECUTED THE INSTRUMENT.I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OFCALIFORNIA THAT THE FOREGOING PARAGRAPH IS TRUE AND CORRECT. WITNESS MYHAND.
NOTARY ACKNOWLEDGEMENT ((1318.61'))
W1/4 COR. SECT. 34-18/24FOUND TC COR. PER PM NO. 4334 REC.BK. 44, PARCEL MAPS, PG 38, TCR N89° 24' 10"W 789.91'<N89° 24' 10"W 789.91'>N89° 59' 53"W 1,854.36'382.26' <382.26'>
PRELIMINARY
N0° 09' 41"W 1266.66' (N0° 09' 41"W 1266.66') ((N0° 09' 41"W 1266.66')) 2 N89° 59' 45"W 278.21' ((N89° 59' 45"W))
N0° 10' 51"W
370.00'
N0° 10' 51"W
370.00'
N89° 59' 45"W 217.05'
N89° 59' 45"W 217.03'
N89° 59' 45"W 217.01'
N89° 59' 45"W 216.99'
N89° 59' 45"W 216.97'
N89° 59' 45"W 216.00'
N89° 59' 45"W 216.00'
N89° 59' 45"W 216.00'
N89° 59' 45"W 216.00'
N89° 59' 45"W 216.00'
N89° 49' 09"E 384.00'N0° 00' 15"E 111.71'
N44° 54' 42"E 28.24'N44° 54' 42"E 19.94'
N45° 05' 18"W 14.16'
N45° 05' 18"W 14.16'N45° 00' 15"E 14.14'N44° 59' 45"W 14.14' N44° 55' 17"E 15.00'N45° 04' 43"W 14.16'N44° 54' 42"E 14.12'N45° 05' 18"W 14.16'N44° 54' 42"E 14.12'N45° 05' 18"W 14.16' N45° 05' 18"W 14.16'N44° 54' 42"E 14.12'N45° 05' 18"W 14.16'N44° 55' 17"E 14.12'N45° 04' 43"W 15.00' N44° 55' 17"E 14.12'
N45° 04' 43"W 14.16'1256.54' <1256.54>
HOWARD AVENUE
FEEMSTER AVENUESTREETBFE 299.3'BFE 299.4'BFE 299.4'BFE 299.5' BFE 299.7'BFE 299.7'BFE 299.7'BFE 299.6' ROAD 92 (SHIRK STREET)
C16 C11
C12
C13C14C15
C1 C2
C7C6
C5C4C3
3.00'
14311819 sf1448035 sf1456308 sf1466480 sf1476480 sf1486480 sf1496480 sf1506970 sf1157618 sf1147668 sf1137668 sf1127668 sf1117637 sf 956775 sf946812 sf936850 sf917000 sf907000 sf896878 sf8811269 sf 8710501 sf
847165 sf
1416723 sf
1426432 sf1397039 sf1286970 sf
1296480 sf1386542 sf
1306480 sf1376541 sf
1316480 sf1366540 sf
1326480 sf1356539 sf
1336970 sf1347032 sf
1166970 sf1276970 sf
1176480 sf1266480 sf
1186480 sf1256480 sf
1196480 sf1246480 sf
1206480 sf1236480 sf
1216970 sf1226970 sf
N30° 03' 33"W (R)
N75° 17' 56"W (R)
N15° 10' 50"E (R)
R9R8
R7
R5
R4R3
R1R2 S76° 17' 08"W (R)
S9° 30' 10"E (R)
LOT A7681 sf
1407206 sf
6' PUE
6' PUE6' PUE
6' PUE6' PUE
6' PUE
6' PUE6' PUE
6' PUE 6' PUE
6' PUE 6' PUE6' PUE 6' PUE
6' PUE 6' PUE6' PUE
6' PUE
2' BWE
2' BWE
SEE DETAIL 'A'
35'
35'10'
10'
10'
C8C10866199 sf
856612 sf
20'
30.00'30.00'
10'
6' PUE
6' PUE
60'30'30'
60'30'30'
60'30'30'
60'30'30'
60'30'30'
60'30'30'
60'30'30' 60'30'30'
60'30'30'
60'30'30'
60'30'30'
N89° 59' 45"W 523.99'
N36° 06' 37"E (R) 131.95'N0° 00' 15"E 138.00'
N89° 59' 45"W 829.08'
N0° 09' 41"W 430.00'N0° 10' 51"W 430.00'N0° 10' 51"W 430.00' N89° 59' 45"W 203.00'N89° 59' 45"W 355.35'
276.00' 276.93'
217.00'
213.00'
277.08'276.00'276.00' 138.90'137.10'
196.00'N0° 00' 15"E 108.00'N0° 00' 15"E 108.00'N0° 00' 15"E 108.00'N0° 00' 15"E 108.00'
71.00'71.00'71.00'71.00'71.35'
98.00'
61.00'71.00'71.00'71.00'61.00'
98.00'
42.00'116.99'60.00'60.00'60.00'60.00'60.00'65.00'
144.34' (144.34') <144.34' >
60.00'
60.00'
65.31'
66.00'
61.00'
62.00'
136.00'46.23'
60.00'
120.00'
276.03' 78.91'107.35'60.00'60.00'60.00'60.00' 60.00'60.00'60.00' 164.87' 115.42'55.63'
59.79'
100.21'
100.21'
119.68'
55.68'
61.00'
316.77'55.00'60.00'60.00'60.00'60.00'21.77'335.00'
138.67'60.00'
40.70'93.88'88.00'
655.10'
54.97'60.00'178.70'
N89° 49' 09"E 107.29'
332.70'
51.59'
60.00'
60.00'
60.00'
101.11'N0° 00' 15"E 111.32'
108.00'276.00'
N89° 49' 09"E 108.00'
N89° 49' 09"E 108.00'
N89° 49' 09"E 108.00'
55.00'
350.00'
60.00'
60.00'
60.00'
60.00'
55.00'98.00'98.00'196.00'
350.00'
55.00'
60.00'
60.00'
60.00'
60.00'
55.00'
196.00'98.00'98.00'
108.00'108.00'
108.00'108.00'
108.00'108.00'
108.00'108.00'
108.00'108.00'
60.00'
N0° 00' 15"E 111.51'
60.00'
60.00'
60.00'
65.00'
60.00'
60.00'
60.00'
60.00'
65.00'
197.07'
350.00'
196.94'
350.00'
99.07'98.00'55.00'
60.00'
60.00'
60.00'
60.00'
55.00'98.00'98.94'55.00'
60.00'
60.00'
60.00'
60.00'
55.00'65.00'
60.00'
60.00'
60.00'
60.00'
65.00'
109.05'108.00'
109.03'108.00'
109.01'108.00'
108.99'108.00'
108.97'108.00'
N89° 50' 19"E 100.28'
N89° 50' 19"E 110.21'
N89° 50' 19"E 110.21'
N89° 50' 19"E 110.21'
N89° 50' 19"E 110.21'
N89° 50' 19"E 100.54'
N48° 07' 14"W 168.15'
N0° 00' 15"E 107.07'N0° 00' 15"E 116.66'N0° 00' 15"E 116.67'N0° 00' 15"E 116.67'N0° 00' 15"E 114.47'N0° 00' 15"E 113.85'N0° 00' 15"E 113.23'N0° 00' 15"E 112.61'N0° 00' 15"E 111.23'N24° 33' 52"E (R) 114.57' N0° 10' 51"W 428.61'
N0° 00' 15"E 101.39'
N89° 49' 09"E 108.03'
N89° 49' 09"E 104.12'
26.74'60.00'60.00'60.00'60.00'60.00'60.00'51.30'
N0° 00' 15"E 97.34'N0° 00' 15"E 108.00'N0° 00' 15"E 108.00'N0° 00' 15"E 108.00'N0° 00' 15"E 108.00'N0° 00' 15"E 108.00'98.00' 138.00'
140.21'
329.66'
30'30'60'
30' 30.00'30.00'60'
60.00'
90.00'
98.61'
N70° 40' 23"E (R) 105.33'
424.86'
60.00'60.00'65.33'
C17C20
C24
C27C28
C32
C18C19C21C22
C23C25C26
C29C30C31C33C34
R10R11
R12
R13
R14R15
R16R17N67° 28' 11"W (R)
S10° 01' 01"E (R)
N80° 29' 46"W (R)
1106375 sf
1036480 sf
1026480 sf
1016480 sf
1006478 sf
997264 sf
9812245 sf978685 sf966736 sf
LOT C2.70 AC
N44° 54' 42"E 15.00'
N44° 54' 42"E 15.00'
651.09'
N89° 59' 45"W 552.94'438.04'
238.45'
183.00'
35.00'
704.74'
1256.74'
704.53'
2' BWE
6' PUE
STREETSIDNEY
60'30'30'
60'30'30'
20.00'
AUGUSTA STREET
SHENANDOAH STREET
LINDSAY STREET
PARRISH AVENUE
STOKES
3.73'1066697 sf1056685 sf1047195 sf
N51° 08' 51"E (R)
6' PUE
6' PUE
6' PUE
6' PUE
6' PUE
N0° 10' 51"W
AVENUEDARTMOUTH
6' PUE IN FAVOR TO SOCALEDISION REC. 07/17/1970 AS INST.NO. 24064 IN BK 2904 PG 111 O.R. 6'
N89° 50' 19"E 97.63'(N89° 50' 19"E 97.63')
(N89° 50' 19"E 108.00')N89° 50' 19"E 108.00'
N0° 09' 41"W 1,266.66' (N0° 09' 41"W 1,266.66') ((N0° 09' 41"W 1,266.66' )) 510.31' (510.31')
1526099 sf
138.00' ((138.00'))
926953 sf
N0° 01' 51"E 1.96' <N0° 01' 51"E 1.96'>N89° 24' 10"W 789.91' <N89° 24' 10"W 789.91'>N89° 59' 53"W 382.26' <N89° 59' 53"W 382.26'>SEE DETAIL 'C' 20'
N10° 29' 05"E (R)
1095984 sf
10816297 sf1076335 sf
30'
30'
Δ=34°09'48" R=52.00' L=31.01'
138.67'N89° 49' 09"E 384.00'
LOT 108LOT 107
LOT C
SEE DETAIL 'D'
276.00'
C28
31.04'
C29
N0° 00' 15"E 101.39'N9° 24' 49"E 107.40'
30'15'15'
30'15'15'
Δ=1°04'16"R=52.00' L=0.97'C30
604.00'
324 S. SANTA FE, STE. AVISALIA, CA 93292TEL: 559.802.3052FAX: 559.802.3215www.4-creeks.comSHEET 2 OF 3 ELLIOTT SUBDIVISIONPHASE 2A
STREET 5
60' 60'
N0°10'51"W 2637.41' (N0°10'51"W) ((N0° 10' 51"W 2637.41')) 1328.87'<1328.87'>
FLOOD ZONE XFLOOD ZONE AE FLOOD ZONE XFLOOD ZONE AE
W1/4 COR. OF SEC. 34-18/24FOUND TC COR. PER PM NO. 4334 REC.BK. 44, OF PARCEL MAPS, PG 38, TCR SW COR. OF SECT. 34-18/24FOUND BRASS DISC WITH CENTER PUNCH, NO IDENTIFICATION MARKINGSPER PM NO. 4334 REC. BK. 44, PARCEL MAPS, PG 38, TCR 20' RIGHT OF WAY PER VOL 6, OFRIGHTS OF WAY, PG 292, TCR SCALE: 1" = 60'
37.40'
NO SCALEDETAIL 'A'
N89° 50' 19"E 110.21'C1859.79'115.42'
C16C17LOT 86
LOT 85R10R9
FOUND BRASS DISC STAMPED"PLS 9849" PER ELLIOTTSUBDIVISION PHASE 1TO THE NW COR. OF SUBDIVISION 20'
55'
MARCIN STREET
BFE 299.2'
NOTE:SEE SHEET 3 FOR LEGEND AND BASIS OF BEARINGSSEE SHEET 3 FOR TYPICAL 5' WITNESS CORNER AT ANGLE POINTS WHEN UNABLE TOPLACE ALONG LOT LINES 1401411'
TSM 5597
N89° 59' 45"W 939.34' (N89° 59' 45"W 939.34')S78° 33' 00"W (R) NORTH
82 152
80 ELLIOTT SUBDIVISION PHASE 1VOL 45, MAPS, PAGE 53, TCR(S89° 50' 19"E 108.00')S89° 50' 19"E 108.00' (N89° 50' 19"W 97.63')N89° 50' 19"W 97.63'Δ = 38° 36' 34" R = 52.00' L = 35.04'(Δ = 38° 36' 34" R = 52.00' L = 35.04') S89° 50' 19"W (R)DETAIL 'B'NO SCALEMARCINSTREET
144.34'510.31'60.00'S0° 09' 41"E 3.01'(S0° 09' 41"E 3.01')Δ = 27° 19' 16" R = 50.00' L = 23.84'(Δ = 27° 19' 16" R = 50.00' L = 23.84')S62° 50' 25"E (R)
SEE DETAIL 'B'
86 85
87 55'
NO SCALEDETAIL 'C'92N0°01'51"E 1.96'N89° 59' 53"W382.26'N89° 24' 10"W789.91'22.60'
NO SCALEDETAIL 'D'
N44° 54' 41"E 14.12'N45° 05' 18"W 28.33'N45° 05' 18"W 20.06'60'30'30'
TULARE AVENUE
BFE 299.1'
1266.70' (1266.70')ROAD 92 (SHIRK STREET)
N89° 59' 45"W 1,172.53' (N89° 59' 45"W 1,172.53') ((N89° 59' 45"W 1,172.53')) 145146147148149150114113112111
LOT B6246 sf
2' BWE
35'
35'
1516399 sf
20'
N89° 59' 45"W 203.00'
108.00'
60.35'93.84'88.00'
499.01'
45.84' 196.00'N0° 10' 51"W 98.00'(N0° 10' 51"W 98.00') 483.72'
100.45'
20'
30'30'
N89° 49' 09"E 170.55' (N89° 49' 09"E 170.55')
N89° 59' 45"W 939.34' (N89° 59' 45"W 939.34')
437.88' (437.88') 552.00' (552.00')
SEE DETAIL 'F'SIDNEY STREET62.55'
55'
30.00'
1093.41' (1093.41')
52.00' ((52.00')) <52.00'>
60'
RADIAL TABLE#R1R2R3R4R5R6R7R8R9
BEARINGN0° 00' 15"EN27° 19' 01"WS62° 50' 26"EN89° 50' 19"EN89° 50' 19"ES89° 35' 42"WS62° 28' 49"WN27° 21' 45"ES0° 00' 15"W RADIAL TABLE#R10R11R12R13R14R15R16R17
BEARINGN0° 00' 15"EN27° 18' 53"WS62° 51' 44"ES89° 49' 09"WS0° 00' 15"WN27° 18' 53"WS62° 51' 44"ES89° 49' 09"W 238.45'183.00'20.00'
1256.74'
552.00'552.00'
PARRISH AVENUE
2' BWE6' PUE
N0° 10' 51"W
79.12' (79.12')SEE DETAIL 'E'
55'
CURVE TABLECURVE #C1C2C3C4C5C6C7C8C9C10C11C12
LENGTH23.84'131.12'16.17'41.40'36.46'37.10'23.84'23.87'0.21'23.66'131.49'38.32' RADIUS50.00'52.00'52.00'52.00'52.00'52.00'50.00'50.00'50.00'50.00'52.00'52.00' DELTA27°19'15"144°28'35"17°48'51"45°36'46"40°10'32"40°52'26"27°19'15"27°21'30"0°14'37"27°06'53"144°52'56"42°13'15" CURVE TABLECURVE #C13C14C15C16C17C18C19C20C21C22C23C24
LENGTH41.06'41.06'11.06'23.87'23.84'8.74'15.10'131.10'47.08'41.85'42.17'23.84' RADIUS52.00'52.00'52.00'50.00'50.00'50.00'50.00'52.00'52.00'52.00'52.00'50.00' DELTA45°14'23"45°14'23"12°10'54"27°21'30"27°19'07"10°01'15"17°17'52"144°27'09"51°52'45"46°06'31"46°27'53"27°19'07" CURVE TABLECURVE #C25C26C27C28C29C30C31C32C33C34
LENGTH15.39'8.45'23.84'131.10'34.31'36.90'59.89'23.84'4.02'19.82' RADIUS50.00'50.00'50.00'52.00'52.00'52.00'52.00'50.00'50.00'50.00' DELTA17°38'02"9°41'05"27°19'07"144°27'09"37°47'58"40°39'46"65°59'25"27°19'07"4°36'27"22°42'40" PREPARED BY:324 S. SANTA FE, STE. AVISALIA, CA 93292TEL: 559.802.3052FAX: 559.802.3215www.4-creeks.comSHEET 3 OF 3 W1/4 COR. SEC. 34-18/24FOUND TC COR. PER PM NO. 4334 REC.BK. 44, OF PARCEL MAPS, PG 38, TCR N0° 10' 51"W 2637.41' (N0° 10' 51"W 2637.41') ((N0° 10' 51"W 2637.41')) SW COR. SECT. 34-18/24FOUND BRASS DISC WITH CENTER PUNCH, NO IDENTIFICATIONMARKINGS PER PM NO. 4334 REC. BK. 44, PARCEL MAPS, PG 38, TCR
FLOOD ZONE XFLOOD ZONE AE
FLOOD ZONE XFLOOD ZONE AE
N0° 09' 41"W 1,266.66' (N0° 09' 41"W 1,266.66') ((N0° 09' 41"W 1,266.66')) 60'60'SCALE: 1" = 60'
TO THE SW COR. OF SUBDIVISION20' RIGHT OF WAY PER VOL 6, OFRIGHTS OF WAY, PG 292, TCR
MARCIN STREET
FOUND 3/4" WITNESS CORNER STAMPED "PLS9849" PER ELLIOTT SUBDIVISION PHASE 1 NOTE:SEE SHEET 2 FOR TYPICAL 5'WITNESS CORNERS ALONG RADIALBEARINGS WHEN UNABLE TO PLACEALONG LOT SIDELINES AND TYPICAL5' WITNESS CORNERS AT LOT ANGLEPOINTS WHEN UNABLE TO PLACEALONG LOT SIDELINES
DETAIL 'E'
14.12'
499.01'4.23'
437.88' (437.88')ADJUSTEDPARCEL BADJUSTED PARCEL B
ELLIOTT SUBDIVISIONPHASE 2ALEGEND
( )
PUEBWE (R)T.C.R.O.R.G.D.BFE
BASIS OF BEARINGSTHE SOUTH LINE OF THE SOUTHWEST QUARTER OFSECTION 34, T. 18 S., R 24 E., M.D.B.&M., AS PERSAVANNAH HEIGHTS UNIT TWO RECORDED IN VOL. 37,OF MAPS, PG. 4, T.C.R.TAKEN AS N90°00'00"E (( ))
SHADED LINE INDICATES SUBDIVISION BOUNDARYPUBLIC UTILITY EASEMENTBLOCK WALL EASEMENTRECORD DATA PER MAP OF LLA NO. PLA 2025-010, PERFECTED BY GRANTDEED RECORDED 02/17/2026 AS DOC NO. 2026-0007376, O.R.RECORD DATA PER ELLIOTT PHASE 1 RECORDED IN VOLUME 45, OF MAPS,PAGE 53, T.C.R.RECORD DATA PER MAP OF LLA NO. PLA 2026-04, PERFECTED BY GRANTDEED RECORDED JULY 31, 2026 AS DOC NO. 2026-0037980, O.R.STORM DRAIN EASEMENT IN FAVOR OF CITY OF VISALIA, PER THIS MAP FOUND MONUMENT AND ACCEPTED AS DESCRIBEDSET 3/4" IRON PIPE TAGGED "PLS 9849" (FRONT CORNERS DOWN 12INCHES, BACK CORNERS DOWN 9 INCHES)SET BRASS DISC FLUSH IN CONC. STAMPED "PLS 9849"FOUND 3/4" IP PER ELLIOTT SUBDIVISION PHASE 1VOLUME 45, OF MAPS, PAGE 53, T.C.R.FOUND 3/4" IRON PIPE PER ELLIOTT PHASE 1 RECORDED INVOLUME 45, OF MAPS, AT PAGE 53, T.C.R. (REPLACED WITH BRASS DISCSTAMPED "PLS 9849")SET 3/4" IRON PIPE 9 IN DEEP WITH PLASTIC TAG MARKED "PLS 9849" 5.00FEET FROM TRUE CORNER ALONG PROPERTY LINEVISALIA CITY LIMITS
TULARE COUNTY RECORDSOFFICIAL RECORDSRADIAL BEARINGGRANT DEEDBASE FLOOD ELEVATION
DETAIL 'F'
N44° 54' 42"E 3.60'(N44° 54' 42"E 3.60')ADJUSTEDPARCEL B
62.55'N89° 49' 09"E 170.55' (N89° 49' 09"E 170.55')
CTR. COR. SEC. 34-18/24FOUND BRASS DISC, NO STAMPING AT POSITION OFNAIL WITH OFFSETS BK 35, OF MAPS, PG 6, TCR LOT B
N0° 10' 51"W 98.00'
32.55'
LOT A 111112113114115 150149148147146145144143
NO SCALE
NO SCALE
PLA 2025 - 10G.D. 2026-0007374, .O.R.
N44° 54' 42"E 19.94'(N44° 54' 42"E 19.94')
15'38.00ROAD 92(SHIRK STREET)
TYPICAL 5' WITNESS CORNERS AT LOT ANGLE POINTSWHEN UNABLE TO PLACE ALONG LOT LINES 5'5'
5'LOT
STREET
58.00' ((58.00'))
238.45'100.45'196.00
N89° 59' 45"W 1172.53
SIDNEY STREET
IRIS AVENUE
STOKES STREET
TSM 5597
79.12' (79.12')
10'
10'
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