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 BOLLINGER STREET, DEMAREE STREET, CINDY STREET, FONTANASTREET, OWEN AVENUE, DALE AVENUE, PRATT AVENUE, AND LORENE AVENUE IN FEE TOTHE CITY OF VISALIA2.LOTS O, Q, AND R IN FEE TO THE CITY OF VISALIA FOR LANDSCAPING, PUBLIC UTILITIES,BLOCK WALLS, SIDEWALKS, AND OTHER PUBLIC PURPOSES3.LOT P IN FEE THE THE CITY OF VISALIA FOR DITCH PURPOSES4.PUBLIC UTILITY EASEMENT TO THE CITY OF VISALIA FOR INSTALLATION AND MAINTENANCEOF GAS LINES AND CONDUITS FOR ELECTRIC, WATERLINE, TELEVISION AND TELEPHONESERVICES, TOGETHER WITH ANY AND ALL APPURTENANCES PERTAINING THERETO, ASSHOWN HEREON AND DESIGNATED AS "PUE" (PUBLIC UTILITY EASEMENT)5.BLOCK WALL EASEMENTS TO THE CITY OF VISALIA FOR THE INSTALLATION ANDMAINTENANCE OF BLOCK WALLS AS SHOWN HEREON AND DESIGNATED AS "BWE" (BLOCKWALL EASEMENT)6.A 1 FOOT STRIP FOR FUTURE STREET PURPOSES, IN FEE TO THE CITY OF VISALIAFOR: MRP HTMB, LLC, A DELAWARE LIMITED LIABILITY COMPANY BY: ED HADLEY, AUTHORIZED SIGNATORYDATE
BOARD OF SUPERVISORS' 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 TH CRANDELL VISALIA LLC, 07-13-2023 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 HELD ON THISDAY OF _____________________, 20, AN ORDER WAS DULY AND REGULARLYMADE AND ENTERED INTO APPROVING THIS MAP AND SUBDIVISION AND, ON BEHALF OF THE PUBLIC, ACCEPTINGSUBJECT TO IMPROVEMENT, THE PUBLIC STREETS, RESERVE STRIPS, AND LOTS O, P, Q, AND R; AND ACCEPTING THEPUBLIC UTILITY EASEMENTS, BLOCK WALL EASEMENTS, AND CONSENTING TO THE ABANDONMENT OF THE EASEMENT,ALL INCLUDED WITHIN THE BOUNDARIES OF THE SUBDIVISION AND AS SHOWN AND/OR STATED UPON THIS MAP.WITNESS MY HAND AND OFFICIAL SEAL OF THE CITY OF VISALIA, THIS DAY OF , 20.LESLIE B. CAVIGLIACITY MANAGER/CITY CLERK BY: CHIEF DEPUTY CITY CLERK
I, JASON T. BRITT, COUNTY ADMINISTRATIVE OFFICER/CLERK OF THE BOARD OF SUPERVISORS OF THE COUNTY OFTULARE, STATE OF CALIFORNIA, DO HEREBY STATE THE SAID BOARD OF SUPERVISORS HAS APPROVED THEPROVISIONS MADE FOR THE PAYMENT OF TAXES AS PROVIDED IN DIVISION 2 OF TITLE 7 OF THE GOVERNMENT CODEOF THE STATE OF CALIFORNIA.DATED THIS DAY OF , 20.JASON T. BRITTCOUNTY ADMINISTRATIVE OFFICER/CLERK OF THE BOARD OF SUPERVISORSBY: DEPUTYDOCUMENT NO. FEE PAID FILED THIS DAY OF , 20____________________ , AT M.,IN VOLUME OF MAPS, AT PAGE TULARE COUNTY RECORDS, AT THE REQUEST OF 4 CREEKS, INC.TARA K. FREITAS, CPA, TULARE COUNTY ASSESSOR/CLERK-RECORDERBY: DEPUTY LANDSCAPE & LIGHTING ASSESSMENT DISTRICTALL THE REAL PROPERTY INCLUDED IN THE BOUNDARIES OF THE SUBDIVISION SHOWN UPON THISMAP IS INCLUDED IN “ASSESSMENT DISTRICT NO. 25-09, CITY OF VISALIA, TULARE COUNTY,CALIFORNIA,” ESTABLISHED PURSUANT TO THE LANDSCAPE AND LIGHTING ACT OF 1972.
FLOOD HAZARD ZONEAS DELINEATED ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCERATE MAP (MAP NO. 06107C0930E) 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.
CITY PLANNER'S STATEMENTI HEREBY STATE THAT THIS FINAL MAP CONFORMS TO THE TENTATIVE SUBDIVISION MAP #5587APPROVED BY THE CITY OF VISALIA PLANNING COMMISSION AT THE REGULAR MEETING HELD ONNOVEMBER 13, 2023.
BY: PAUL BERNAL, DATEPLANNING AND COMMUNITY PRESERVATION DIRECTOR/CITY PLANNER A PORTION OF THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 18 SOUTH, RANGE 24 EAST, MOUNT DIABLO BASE AND MERIDIAN IN THECITY OF VISALIA, COUNTY OF TULARE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS;THE DESIGNATED REMAINDER OF AMENDED BELISSA SUBDIVISION PHASE 1, RECORDED IN VOLUME 45 OF MAPS, PAGE 78, TULARE COUNTYRECORDS.
BELISSA SUBDIVISION PHASE 2
VERTICAL DATUM NOTE:BASE FLOOD ELEVATION VALUES SHOWN ON THIS MAP ARE CONVERTED FROM THE NORTHAMERICAN VERTICAL DATUM OF 1988 (NAVD 88) TO THE CITY OF VISALIA DATUM BASED ON THENATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD 29) USING THE CONVERSION FACTOR OF2.73 ESTABLISHED IN FEDERAL EMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCE STUDYDATED JUNE 16, 2009. THE CONVERSION FACTOR OF 2.73 IS SUBTRACTED FROM THE NAVD 88VALUE TO OBTAIN THE EQUIVALENT NGVD 29 VALUE.
NORTHVICINITY MAPNO SCALE
RIGGIN AVERIGGIN AVERIGGIN AVE
DEMAREE STREETDEMAREE STREET
PRATT ROADPRATT ROAD
SHANNON PKWY
COUNTY CENTER ST
RIVER WAY AVENUE
TULARE COUNTYTULARE COUNTY
CITY OF VISALIACITY OF VISALIA
CITY LIMITS CITY LIMITS
CITY LIMITS
SUBJECT PROPERTY
PREPARED BY:324 S. SANTA FE, STE. AVISALIA, CA 93292TEL: 559.802.3052FAX: 559.802.3215www.4-creeks.comSHEET 1 OF 4 ABANDONMENT NOTEIN ACCORDANCE WITH THE CALIFORNIA GOVERNMENT CODE SECTION 66434(g), THE FILING OF THIS MAP DOES HEREBYCONSTITUTE THE ABANDONMENT OF THE FOLLOWING EASEMENT:1.TEMPORARY TURN AROUND EASEMENT PER AMENDED BELISSA SUBDIVISION PHASE 1 RECORDED DECEMBER 16, 2025,AS INSTRUMENT NUMBER 2025-0065288, TULARE COUNTY RECORDS.
TSM 5587
MEMORANDUM OF OPTION AGREEMENTAGREEMENT BETWEEN MRP CALIFORNIA, LLC, DOING BUSINESSAS MILLROSE CALIFORNIA HOLDINGS, LLC, AND TH CRANDELLVISALIA LLC, WHEREIN OWNER GRANTS BUILDER AN OPTION TOPURCHASE CERTAIN SINGLE-FAMILY LOTS AND OTHER REALPROPERTY LOCATED IN TULARE COUNTY, CALIFORNIA, ASDESCRIBED IN OPTION AGREEMENT RECORDED MARCH 28, 2025TULARE COUNTY RECORDS AS INSTRUMENT NO. 2025-0014007.1 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.NOTARY ACKNOWLEDGEMENTSTATE OF /COUNTY OF ON _______________, BEFORE ME, ____________________________, A NOTARY PUBLICPERSONALLY APPEARED, _______________________________________ WHO PROVED TO ME ON THEBASIS OF SATISFACTORY EVIDENCE TO BE THE PERSON(S) WHOSE NAME(S) IS/ARE SUBSCRIBED TOTHE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE/SHE/THEY EXECUTED THE SAME INHIS/HER/THEIR AUTHORIZED CAPACITY(IES), AND THAT BY HIS/HER/THEIR SIGNATURE(S) ON THEINSTRUMENT 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 THEFOREGOING PARAGRAPH IS TRUE AND CORRECT. WITNESS MY HAND.SIGNATURE PRINT NAMEMY COMMISSION EXPIRES: COMMISSION NO.PRINCIPAL PLACE OF BUSINESS:COUNTY 1317.23' (1317.23')1317.23' (1317.23')N89° 48' 39"W 2,634.47' (N89° 48' 39"W 2,634.47') CURVE TABLECURVE #C1C2C3C4C5C6C7C8C9C10C11C12C13C14C15C16C17C18C19 DELTA90°06'05"90°06'05"28°49'15"26°26'20"26°28'06"8°22'24"89°53'55"28°41'39"28°40'17"29°40'32"2°51'27"89°53'55"14°37'09"11°43'55"2°53'14"25°18'37"13°52'59"11°25'39"22°32'39" LENGTH78.63'125.81'40.24'36.92'36.96'11.69'125.52'40.06'40.03'41.43'3.99'78.45'324.30'260.25'64.05'96.30'52.82'43.48'19.67' RADIUS50.00'80.00'80.00'80.00'80.00'80.00'80.00'80.00'80.00'80.00'80.00'50.00'1,271.00'1,271.00'1,271.00'218.00'218.00'218.00'50.00' CURVE TABLECURVE #C20C21C22C23C24C25C26C27C28C29C30C31C32C33C34C35C36C37 DELTA32°44'40"28°30'45"24°21'43"4°09'02"147°19'04"131°52'31"15°26'33"27°20'23"27°19'19"144°29'16"5°40'14"48°12'44"45°40'24"44°55'53"27°19'19"22°27'28"4°51'51"5°33'35" LENGTH107.44'78.63'67.18'11.45'133.70'119.69'14.02'23.86'23.84'131.13'5.15'43.76'41.45'40.78'23.84'19.60'4.24'40.75' RADIUS188.00'158.00'158.00'158.00'52.00'52.00'52.00'50.00'50.00'52.00'52.00'52.00'52.00'52.00'50.00'50.00'50.00'420.00' RADIALS TABLE#R1R2R3R4R5R6R7R8R9R10R11R12
BEARINGS89° 54' 37"ES0° 11' 28"WN0° 11' 28"ES89° 54' 37"ES81° 48' 30"WS89° 48' 34"ES27° 31' 49"WN0° 11' 26"EN0° 11' 26"ES27° 07' 53"EN62° 38' 37"WS89° 57' 56"E PREPARED BY:324 S. SANTA FE, STE. AVISALIA, CA 93292TEL: 559.802.3052FAX: 559.802.3215www.4-creeks.com BELISSA SUBDIVISION PHASE 2
BASIS OF BEARINGSTHE WEST LINE OF THE NORTHEAST QUARTER OF SECTION14, T. 18 S., R 24 E., M.D.B.&M., PER AMENDED BELISSASUBDIVISION PHASE 1 RECORDED IN VOLUME 45, OF MAPS,PAGE 78, TCRTAKEN AS N0° 05' 23"E SCALE: 1" = 200'
BASIS OF BEARINGS
NE CORNER SECT. 14-18/24FOUND BRASS DISC IN CONC STAMPED PLS 7027PER MICHAEL ANDERSON CORNER RECORD #20174 E1/4 CORNER SECT. 14-18/24FOUND 4IN TC DISC AS SHOWN ON JOHNVAN ZANDER CORNER RECORD #1035 E1/4 CORNER NE1/4 SECT. 14-18/24W1/4 CORNER NE1/4 SECT. 14-18/24 S1/4 CORNER NE1/4 SECT. 14-18/24
LEGEND
( )
EAST LINE OF THE WEST 550'SW1/4 NE1/4 OF SECT. 14-18/24
RIVER WAY AVENUE
ZONE XZONE AE
ZONE XZONE AE
N0° 03' 44"E 2636.58' (N0° 03' 44"E 2636.58')
1318.29' (1318.29')
1318.29' (1318.29')
AVENUE 320
FOUND MONUMENT AND ACCEPTED ASDESCRIBEDRECORD DATA PER AMENDED BELISSA SUBDIVISION PHASE1, RECORDED IN VOLUME 45, OF MAPS, PG 78, TCRFOUND BRASS DISC FLUSH IN CONCRETE TAGGED "PLS9849" PER AMENDED BELISSA SUBDIVISION PHASE 1SHADED LINE INDICATES SUBDIVISION BOUNDARYTULARE COUNTYTULARE COUNTY RECORDSTCTCR
FULGHAM ST
CTR. CORNER SECT. 14-18/24FOUND 3/4 IP NO TAG, TIES CHECK 200'200'
N89° 48' 32"W 2637.01' (N89° 48' 32"W 2637.01')550.00' (550.00')1318.50' (1318.50') 1318.50' (1318.50') 1101.92'
1318.31' (1318.31')
N0° 02' 04"E 2636.63' (N0° 02' 04"E 2636.63')
N0° 05' 23"E 1318.28' (N0° 05' 23"E 1318.28')
1318.27' (1318.27')
216.39'767.87'550.00' (550.00')1317.87'N89° 48' 35"W 2635.74' (N89° 48' 35"W 2635.74')1317.87' 1318.27' (1318.27')
N0° 05' 23"E 2636.53' (N0° 05' 23"E 2636.53')
OWEN AVENUE
SHEET 2 OF 4
550'
550'
DALE AVENUE
PRATT AVE
BOLLINGER ST
NEWTON AVE
BOLLINGER STTAYLOR AVE
RONO ST
CHINOWTH STMODOC DITCHFONTANA STPRATT AVE
OWEN AVE
LORENE AVENUE
TSM 5587
CINDYSTREET
CTR CORNER NE1/4 SECT. 14-18/24
N1/4 CORNER SECT. 14-18/24FOUND 1" IP NO TAG AS SHOWN ON JOHNVAN ZANDER CORNER RECORD #1010 AMENDED BELISSA SUBDIVISION, PHASE 1VOL 45, OF MAPS, PG 78, TCR DEMAREE STREETAMENDED BELISSA SUBDIVISION, PHASE 1VOL 45, OF MAPS, PG 78, TCR N0° 11' 28"E
138.00'
N0° 11' 28"E
138.00'
N0° 11' 28"E
138.00'
N0° 11' 28"E
138.00'
N0° 11' 28"E
138.00'
N0° 11' 28"E
138.00'
N0° 11' 28"E
138.00'
N0° 11' 28"E
138.00'
N0° 11' 28"E
138.00'
N0° 11' 28"E 69.00'
N89° 48' 32"W 508.13'69.00'
470.16'
470.24'
60'
C2C1
C7C12
C6C5C4
C3
C8C9
C10C11
N44° 51' 34"W28.31'N45° 08' 26"E 28.26'N45° 08' 26"E28.26' N44° 51' 34"W 28.31' N45° 07' 36"E 28.25'(N45° 07' 36"E 28.25') N0° 03' 44"E 60.00'(N0° 03' 44"E 60.00')N44° 52' 24"W 28.32'(N44° 52' 24"W 28.32') N45° 07' 36"E 28.25'(N45° 07' 36"E 28.25')N0° 03' 44"E 60.00'(N0° 03' 44"E 60.00') N44° 52' 24"W 28.32'(N44° 52' 24"W 28.32')
N0° 05' 23"E 6.65'(N0° 05' 23"E 6.65')
N44° 51' 34"W 28.31'N89° 48' 32"W 547.84'N0° 05' 23"E 99.31'N0° 11' 28"E 69.15'N0° 11' 28"E 69.07'N0° 11' 28"E 68.00'N0° 11' 28"E 68.00'N0° 11' 28"E 68.00'N0° 11' 28"E 128.00'(N0° 11' 28"E 128.00')
1.93'
N0° 03' 44"E 8.31'(N0° 03' 44"E 8.31')
N89° 48' 32"W 520.24'
N0° 05' 23"E 196.01'
N89° 48' 32"W 520.16'
N89° 54' 37"W 131.02'2.86'25.45'
N89° 54' 37"W 224.00'N0° 05' 23"E 1.36'N89° 48' 32"W 171.41' N0° 11' 28"E
N0° 03' 44"E 98.00'(N0° 03' 44"E 98.00')
N89° 48' 32"W 510.30' (N89° 48' 32"W 510.30')N89° 54' 37"W 129.00'(N89° 54' 37"W 129.00') 536.33'
N89° 54' 37"W 69.00'
N89° 54' 37"W 69.00'
N89° 54' 37"W 69.00'
N89° 54' 37"W 69.00'
N89° 54' 37"W 69.10'
N57° 33' 24"E (R) 96.73'
N28° 53' 07"E (R) 89.86'N0° 11' 28"E 69.00'N0° 11' 28"E 69.00'N0° 11' 28"E 69.00'N0° 11' 28"E 69.00'N0° 11' 28"E 69.00'N0° 11' 28"E 69.00'N0° 11' 28"E 69.00'N0° 11' 28"E 69.00'N0° 11' 28"E 69.00'N0° 11' 28"E 69.00'N89° 48' 32"W 569.09' N0° 11' 28"E 69.00'N0° 11' 28"E 69.00'N0° 11' 28"E 69.00'N0° 11' 28"E 69.00'N0° 11' 28"E 69.00'N0° 11' 28"E 69.00'N0° 11' 28"E 69.00'N0° 11' 28"E 69.00'N0° 11' 28"E 69.00'N0° 11' 28"E 69.00'N0° 11' 28"E 69.85' N34° 39' 02"W (R) 101.54'
N61° 05' 22"W (R) 90.07'
N89° 54' 37"W 69.00'
11.48'
N0° 11' 28"E 69.00'N0° 11' 28"E 69.00'N0° 11' 28"E 69.00'N0° 11' 28"E 69.00'N0° 11' 28"E 69.00'N0° 11' 28"E 69.00'N0° 11' 28"E 69.00'N0° 11' 28"E 69.00'N0° 11' 28"E 69.00'N0° 11' 28"E 69.00'N0° 11' 28"E 69.00' N45° 08' 26"E 28.31'
151.29'
49.36'49.25'
201.24'224.00'124.00'47.92'
148.09' 419.12'375.19'
98.00'
470.14'
N0° 11' 28"E 69.00'(N0° 11' 28"E 69.00')
69.00'40.88'42.00'42.00'42.00'42.00'42.00'42.00'42.00'42.00'42.00'51.26'
40.07'42.00'42.00'42.00'42.00'42.00'42.00'42.00'41.12'
49.00'
49.00'69.00'
69.00'
69.00'
69.00'69.00'
69.00'
69.00'
69.00'
69.00'
69.00'
69.00'
69.00'
69.00'
69.00'
69.00'
69.00'
69.00'
67.18'81.91'42.00'42.00'42.00'42.00'42.00'42.00'42.00'42.00'42.00'42.00'42.00'42.00'42.00'42.00'42.00'42.00'42.00'42.00'42.00'42.00'70.43'45.55'
30.35'42.00'42.00'42.00'42.00'42.00'42.00'42.00'42.00'42.00'61.74'470.09'
35.06'40.00'40.00'40.00'40.00'40.00'40.00'40.00'40.00'40.00'40.00'35.17' 470.23'
55.09'40.00'40.00'40.00'40.00'40.00'40.00'40.00'40.00'40.00'40.00'55.21'42.31'48.96'42.00'
40.00'
40.00'
40.00'
40.00'
40.00'
91.06'
53.69'
67.28'
82.30'
42.00'69.00'30.00'30.00'
30.00'30.00'
30.00'30.00'
30.00'30.00'31.29'40.00'40.00'40.00'
40.00'40.00'40.00'51.41'48.00' 68.00'40.88'42.00'41.12'
61.00'42.00'61.00'
196.01'
36.01'40.00'
40.00'
40.00'
40.00'69.00'32.02'30.00'
470.31'
6 PUE'6 PUE'30.00'30.00'
6 PUE'6 PUE'
6 PUE'
6 PUE' 6 PUE'
6 PUE'6 PUE'
6 PUE'
6 PUE'
6 PUE'
6 PUE'
6 PUE'
6 PUE'
6 PUE'
6 PUE'
6 PUE'
42.00'42.00'42.00'42.00'42.00'42.00'42.00'42.00'42.00'61.00'
49.95'42.00'42.00'42.00'42.00'42.00'42.00'42.00'42.00'42.00'42.00' N0° 03' 44"E 49.00'(N0° 03' 44"E 49.00')42.31'
N0° 05' 23"E 48.96'1924,006 sf1944,025 sf1932,903 sf 1953,292 sf1962,720 sf1972,720 sf1982,720 sf 1992,898 sf2002,898 sf2012,898 sf2022,898 sf2032,898 sf2042,898 sf2052,898 sf2062,898 sf2084,013 sf2072,898 sf 2094,005 sf2102,898 sf2112,898 sf2122,898 sf2132,898 sf2142,898 sf2152,898 sf2162,898 sf2172,898 sf2182,898 sf2194,685 sf 1912,760 sf1902,760 sf1892,760 sf1882,760 sf1872,760 sf 1864,989 sf
1857,404 sf1832,898 sf1822,898 sf1812,898 sf1802,898 sf1792,898 sf1782,898 sf1772,898 sf1762,898 sf1752,898 sf1742,898 sf 1732,898 sf1722,898 sf1712,898 sf1702,898 sf1692,898 sf1682,898 sf1672,898 sf1662,898 sf1652,898 sf1642,901 sf1634,974 sf1626,929 sf 1614,520 sf
1602,898 sf1593,604 sf1582,760 sf1572,760 sf1562,760 sf1552,760 sf1542,760 sf1532,760 sf1522,760 sf1512,760 sf1502,760 sf1492,760 sf1483,604 sf LOT O10,067 sf
PRATT AVENUE
STREET
BOLLINGER STREET
DALE AVENUE
OWEN AVENUE
6' PUE
RONO STREET
RONO STREET
R1
R2S8° 10' 56"E (R)
R3
R4N87° 13' 56"E (R)
S84° 30' 09"W (R)
N89° 56' 16"W (R)
N89° 48' 32"W 43.93'(N89° 48' 32"W 43.93')
133134135 136137138139140141142143144145146147878685848382818079787577 60'30'30'
CINDY
60'30'30'
60'30'30'
60'30'30'
60'30'30'
60'30'30'30'30'
60'30'30'
30'30'
76 N0° 05' 23"E 1,318.28' (N0° 05' 23"E 1,318.28')2' BWE 2' BWE
N89° 48' 32"W 69.13'(N89° 48' 32"W 69.13')
BOLLINGER STREET
SEE DETAIL 'A'
SEE DETAIL 'B'
60'
N0° 05' 23"E 147.91'105.60'
50.00'(50.00')
(N89° 48' 32"W 122.59')N89° 48' 32"W 122.59'
50.00'(50.00')
430.42'
351.53'
C37(Δ=5°33'35"R=420.00'L=40.75')
6' PUE
1' RS
1' RS
42.00'
11.48'11.48'11.48'11.48'11.48'11.48'11.48'11.48'11.48'11.48'21.64' 6' PUE
1844,498 sf
SCALE: 1" = 60'
LEGEND
(R)TCROR
PUEBWEFOUND MONUMENT AND ACCEPTED AS DESCRIBEDSET 3/4" IRON PIPE TAGGED "PLS 9849" DOWN 6INSET BRASS DISC FLUSH IN CONC. STAMPED "PLS 9849"SET 3/4" IRON PIPE TAGGED "PLS 9849" 1.00 FOOT FROM TRUECORNER ALONG PROPERTY LINE(DISTANCE EXAGGERATED ON MAP FOR ILLUSTRATION PURPOSE)FOUND BRASS DISC FLUSH IN CONCRETE STAMPED "PLS 9849"PER AMENDED BELISSA SUBDIVISION PHASE 1 RECORDED INVOLUME 45, OF MAPS, PAGE 78, TCRFOUND 3/4" IRON PIPE TAGGED "PLS 9849" DOWN 6IN PERAMENDED BELISSA SUBDIVISION PHASE 1RECORD DATA PER AMENDED BELISSA SUBDIVISION PHASE 1RESERVE STRIPS NOW OFFERED FOR DEDICATION FOR FUTURESTREET PURPOSES (NOT TO SCALE)
SHADED LINE INDICATES SUBDIVISION BOUNDARYPUBLIC UTILITY EASEMENTBLOCK WALL EASEMENTTULARE COUNTY RECORDSOFFICIAL RECORDSRADIAL BEARING NOTE:SEE SHEET 2 FOR RADIAL AND CURVE TABLES
60' 60'
EAST LINE OF THE WEST 550' OF THESW1/4 OF THE NE1/4 OF SECT. 14-18/24
DETAIL 'A'
0.31'N89° 54' 37"E 69.00'42.00'
R1161
160
C3C2
BOLLINGER STREET
NO SCALE
DETAIL 'B'NO SCALE
N0° 11' 28"E 69.00'
42.00'N89° 48' 32"W 470.31'0.31'C8C7DALE AVENUER3
184183
N0° 05' 23"E 42.31'
N. LINE S1/2 NE1/4 SECT. 14-18/24
S. LINE NE1/4 SECT. 14-18/24
CTR. CORNER SECT. 14-18/24FOUND 3/4 IP NO TAG, TIES CHECK W1/4 CORNER NE1/4SECT. 14-18/24
BASIS OF BEARINGSN0° 05' 23"E 2636.53' (N0° 05' 23"E 2636.53') 550.00' (550.00')
550.00' (550.00')
BELISSASUBDIVISION PHASE 2
N1/4 CORNER SECT. 14-18/24FOUND 1" IP NO TAG AS SHOWN ON JOHNVAN ZANDER CORNER RECORD #10101318.27'(1318.27') 1318.27' (1318.27')
TYPICAL 5' WITNESS CORNERS FOR LOT ANGLE POINTSWHEN UNABLE TO PLACE ALONG LOT SIDELINES 3'
3'
STREET3' PREPARED BY:324 S. SANTA FE, STE. AVISALIA, CA 93292TEL: 559.802.3052FAX: 559.802.3215www.4-creeks.comSHEET 3 OF 4 BASIS OF BEARINGSTHE WEST LINE OF THE NORTHEAST QUARTER OF SECTION14, T. 18 S., R 24 E., M.D.B.&M., PER AMENDED BELISSASUBDIVISION PHASE 1 RECORDED IN VOLUME 45, OF MAPS,PAGE 78, TCRTAKEN AS N0° 05' 23"E( ) TSM 5587
RS
AMENDED BELISSA SUBDIVISION PHASE 1VOLUME 45, OF MAPS, PAGE 78, TCR AMENDED BELISSA SUBDIVISION PHASE 1VOLUME 45, OF MAPS, PAGE 78, TCR Δ=12°20'23"R=1,321.00'L=284.50'
C24
C20C19
C27 C29
C34
C28
C15
C14
C13
C26C25
C21
C23 (Δ=4°09'02" R=158.00' L=11.45')
C22
N36° 42' 15"W 23.80' (N36° 42' 15"W 23.80')
C30C31C32
C33C35C36
N44° 48' 34"W 15.00'N0° 11' 26"E 26.90'N42° 48' 50"E 27.09' N44° 53' 15"W 28.32'N45° 06' 45"E 15.00' C16C17
C18
LORENE AVENUE
FULGHAM STREET
FONTANA STREET
N71° 19' 45"E (R)N60° 13' 31"E (R)
S60° 12' 45"W (R)S82° 45' 24"W (R)
N53° 17' 45"E (R)
R5R6
R8R7
N12° 05' 16"E (R)
N89° 48' 34"W 888.10'
N0° 02' 04"E 214.00'
50.00'Δ=2°59'33" R=1,271.00' L=66.38'(Δ=2°59'33" R=1,271.00' L=66.38')N60° 19' 50"E (R)N57° 20' 17"E (R)N57° 26' 47"E (R) 134.61'(N57° 26' 47"E (R) 134.61') N0° 02' 04"E 3.25' (N0° 02' 04"E 3.25')N89° 57' 56"W 129.00'(N89° 57' 56"W 129.00') 1317.87'
N89° 57' 56"W 76.82'
N72° 25' 31"E (R) 71.40'N26° 45' 06"E (R) 79.11'N0° 11' 26"E 68.94'N0° 11' 26"E 76.65'N0° 11' 26"E 76.65'N0° 11' 26"E 76.65'N0° 11' 26"E 76.65'N0° 11' 26"E 76.65'N0° 11' 26"E 66.37' N65° 49' 53"E 80.34'N0° 11' 26"E 98.99'N0° 11' 26"E 85.00'N0° 11' 26"E 85.00'N0° 11' 26"E 85.00'N0° 11' 26"E 85.00'N0° 11' 26"E 85.00'N0° 11' 26"E 85.00'N0° 11' 26"E 85.00'N0° 11' 26"E 85.00'N0° 11' 26"E 85.00'N0° 11' 26"E 85.00'N0° 11' 26"E 85.00'N0° 11' 26"E 85.00'N0° 11' 26"E 85.00'65.00'
39.41'52.00'52.00'52.00'52.00'52.00'52.00'52.00'52.00'52.00'55.00'52.00'52.00'52.00'69.74' 788.16'
45.41'53.85'52.00'52.00'55.00'52.00'52.00'52.00'52.00'52.00'52.00'52.00'52.00'52.00'59.64' 57.00'
79.91'
79.62'
58.67'77.81'56.00'52.00'52.00'52.00'52.00'52.00'52.00'52.00'52.00'52.00'52.00'52.00'52.00'53.00'218.89'
52.00'52.00'52.00'52.00'52.00'52.00'52.00'52.00'52.00'52.00'52.00'52.00'52.00'52.00'28.37'773.24'16.88'
52.76'49.51'
LOT Q30,835 sf
LOT R2,165 sf
2217,789 sf2224,784 sf2234,420 sf2244,420 sf2254,675 sf2264,420 sf 2493,986 sf
2274,420 sf
2483,986 sf2473,986 sf
2284,420 sf2294,420 sf2304,420 sf2314,420 sf2324,420 sf 2423,986 sf
2334,420 sf2344,420 sf
2413,986 sf2404,220 sf
2364,389 sf
2394,086 sf2387,045 sf
2204,465 sf
R9R10
R11R12S85° 06' 05"E (R)
S21° 27' 38"E (R)
2' BWE 2' BWE6' PUE
6' PUE
6' PUE6' PUE 6' PUE
6' PUE60'30'30'
60'30'30'
60'30'30'
60'30.00'30.00'30'30'
216.39'N0° 02' 04"E 2,636.63'N0° 03' 44"E 2,636.58'
1244.91'20.96' N89° 48' 35"W 2635.74'
N71° 57' 26"E (R)N72° 40' 13"E (R)
6' PUEBFE 315.4'BFE 316.3'BFE 315.4'BFE 315.5'BFE 315.5'BFE 315.5'BFE 315.6'BFE 315.6'BFE 315.7'BFE 315.7' BFE 315.8' 2' BWE2' BWE
10'42'
10'
42'12'
12'
216.53'216.51'
30.00'30.00'77.00'N89° 57' 56"W 60.00' (N89° 57' 56"W 60.00') PRATT AVENUE2 3 4 5 6 7 8 9 1011121314 15LOT A161606263
52.54'
N60° 19' 50"E (R)
2' BWE
106.92'
107.08' (107.08')
MODOC DITCHLOT P13,561 sf
N36° 42' 15"W 151.80' (N36° 42' 15"W 151.80')
SEE DETAIL 'C'
10.00'
10.00'
6' PUE
Δ=11°37'36"R=1,271.00'L=257.92'
74.61' 30'
50'
2374,791 sf
N75° 08' 01"E 99.25'(N75° 08' 01"E 99.25')N89° 48' 34"W 686.64' (N89° 48' 34"W 686.64') 2354,860 sf57.00'
N0° 02' 04"E 8.00' (N0° 02' 04"E 8.00')
2553,912 sf2543,986 sf2533,986 sf2523,986 sf2513,986 sf52.00'2503,986 sf N0° 11' 26"E 76.65'N0° 11' 26"E 76.65'N0° 11' 26"E 76.65'N0° 11' 26"E 76.65'N0° 11' 26"E 76.65'N0° 11' 26"E 76.65'
52.00'2463,986 sf2453,986 sf2443,986 sf2433,986 sfBFE 315.7'BFE 315.8'BFE 315.8'N0° 11' 26"E 76.65'N0° 11' 26"E 76.65'N0° 11' 26"E 76.65'N0° 11' 26"E 76.65' 30' NOTE:SEE SHEET 2 FOR RADIAL AND CURVE TABLES
1318.31'
BELISSA SUBDIVISION PHASE 2NE CORNER SECT. 14-18/24FOUND BRASS DISC IN CONC STAMPED PLS 7027PER MICHAEL ANDERSON CORNER RECORD #20174 E1/4 CORNER SECT. 14-18/24FOUND 4IN TC DISC AS SHOWN ON JOHNVAN ZANDER CORNER RECORD #1035 1101.92'
SCALE: 1" = 60'60'60'
TYPICAL 5' WITNESS CORNERS FOR LOT ANGLE POINTSWHEN UNABLE TO PLACE ALONG LOT SIDELINES 3'
3'
STREET3'
DETAIL 'C'
N53° 17' 45"E (R)220 221C20FONTANANO SCALE
(N36° 42' 15"W 151.80')
STREET
61 Δ=4° 09' 02" R=188.00' L=13.62'(Δ=4° 09' 02" R=188.00' L=13.62')N36° 42' 15"W 23.80'C17C16 N57° 26' 47"E (R) 134.61'
C22C21C23
30.00'30.00'
PREPARED BY:324 S. SANTA FE, STE. AVISALIA, CA 93292TEL: 559.802.3052FAX: 559.802.3215www.4-creeks.comSHEET 4 OF 4 S53° 17' 45"W (R)(S53° 17' 45"W (R))
BASIS OF BEARINGSTHE WEST LINE OF THE NORTHEAST QUARTER OF SECTION 14,T. 18 S., R 24 E., M.D.B.&M., PER AMENDED BELISSA SUBDIVISIONPHASE 1 RECORDED IN VOLUME 45, OF MAPS, PAGE 78, TCRTAKEN AS N0° 05' 23"E LEGEND
(R)BFEPUEBWEFOUND MONUMENT AND ACCEPTED AS DESCRIBEDSET 3/4" IRON PIPE TAGGED "PLS 9849" DOWN 6INSET BRASS DISC FLUSH IN CONC. STAMPED "PLS 9849"SET 3/4" IRON PIPE TAGGED "PLS 9849" 1.00 FOOT FROM TRUECORNER ALONG PROPERTY LINE(DISTANCE EXAGGERATED ON MAP FOR ILLUSTRATION PURPOSE)FOUND BRASS DISC FLUSH IN CONCRETE STAMPED "PLS 9849" PERAMENDED BELISSA SUBDIVISION PHASE 1 RECORDED IN VOLUME 45,OF MAPS, PAGE 78, TCRFOUND 3/4" IRON PIPE TAGGED "PLS 9849" DOWN 6IN PER AMENDEDBELISSA SUBDIVISION PHASE 1RECORD DATA PER AMENDED BELISSA SUBDIVISION PHASE 1 SHADED LINE INDICATES SUBDIVISION BOUNDARYPUBLIC UTILITY EASEMENTBLOCK WALL EASEMENTBASE FLOOD ELEVATIONSTULARE COUNTY RECORDSRADIAL BEARING30' RIGHT OF WAY PER ASSESSORS BOOK 77, PAGE 5, NODOCUMENT INFORMATION WAS FOUND TUALRE COUNTYROAD PLAT ABSTRACT BOOK FOR THIS PORTION (NORECORDED AVAILABLE), SHOWN HEREON.WITNESS CORNER( ) TSM 5587
TCR
R
R
R
CTR CORNER NE1/4 SECT. 14-18/24
ZONE XZONE AE
3' WIT
WIT
AMENDED BELISSA SUBDIVISION PHASE 1VOLUME 45, OF MAPS, PAGE 78, TCR
DEMAREE STREET