PREPARED BY:
FAX: 559.802.3215TEL: 559.802.3052VISALIA, CA 93292324 S. SANTA FE ST., STE. AP.O. BOX 7593
BOARD OF SUPERVISOR'S STATEMENT
CITY CLERK'S STATEMENT
RECORDER'S STATEMENT
SURVEYOR'S STATEMENT
CITY SURVEYOR'S STATEMENT
CITY PLANNER'S STATEMENT
OWNER'S STATEMENT
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.
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 D.R. HORTON CA3 10-23-23 AND SAID FIELD SURVEY IS TRUE AND COMPLETE ASSHOWN. I HEREBY STATE THAT THIS FINAL MAP SUBSTANTIALLY CONFORMS TO THE CONDITIONALLYAPPROVED TENTATIVE MAP. ALL MONUMENTS ARE OF THE CHARACTER AND OCCUPY, OR WILLOCCUPY, THE POSITIONS INDICATED WITHIN ONE YEAR OF THE RECORDING OF THIS 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 CITY SURVEYOR P.L.S. 6815DATE I HEREBY STATE THAT THIS FINAL MAP CONFORMS TO THE TENTATIVE SUBDIVISION MAP #5583 APPROVEDBY THE CITY OF VISALIA PLANNING COMMISSION AT THE REGULAR MEETING HELD ON 08/14/2023BY: PAUL BERNAL, PLANNING AND COMMUNITY PRESERVATIONDATEDIRECTOR/CITY PLANNERTHIS 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, C, AND D; ANDACCEPTING THE PUBLIC UTILITY EASEMENTS, BLOCK WALL EASEMENTS, ALL INCLUDED WITHIN THEBOUNDARIES OF THE SUBDIVISION AND AS SHOWN 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 CLERKI, JASON T. BRITT, COUNTY ADMINISTRATIVE OFFICER/CLERK OF THE BOARD OF SUPERVISORSOF THE COUNTY OF TULARE, STATE OF CALIFORNIA, DO HEREBY STATE THE 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 DOCUMENT NO. FEE PAID FILED THIS DAY OF , 20_____ , AT M.,IN VOLUME OF MAPS, AT PAGE TULARE COUNTY RECORDS, ATTHE REQUEST OF 4 CREEKS, INC.TARA FREITAS, CPA, TULARE COUNTY ASSESSOR/CLERK-RECORDERBY: DEPUTYST. JOHNS DITCH COMPANY STATEMENTST. JOHNS DITCH COMPANY DOES HEREBY ACCEPT THE EASEMENT FOR DITCH PURPOSESSHOWN HEREON. THE RIGHTS TO SAID EASEMENT ARE SUBJECT TO THE DITCH NO LONGEREXISTING OR BEING RELOCATED.ST. JOHNS DITCH COMPANY DOES HEREBY ACCEPT THE TEMPORARY ACCESS EASEMENTSHOWN HEREON. THE RIGHTS TO SAID EASEMENT ARE SUBJECT TO THE DITCH NO LONGEREXISTING OR BEING RELOCATED.JAMES SILVADATESECRETARY/MANAGER FOR ST. JOHNS DITCH COMPANY THE UNDERSIGNED HEREBY CERTIFY THAT THEY ARE THE ONLY PERSONS HAVING ANY RECORDTITLE INTEREST IN THE REAL PROPERTY INCLUDED WITHIN THE BOUNDARIES OF THESUBDIVISION SHOWN UPON THIS MAP, AND DO HEREBY CONSENT TO THE PREPARATION ANDRECORDING OF SAID 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 TERRACE STREET, ZACHARY STREET, YALE STREET, DUKE STREET,SALLEE STREET, CROWE STREET, NEWTON AVENUE, TAYLOR AVENUE, MOONEYBOULEVARD, PRATT AVENUE, AND RIVERWAY AVENUE2.EASEMENT FOR DITCH PURPOSES IN FAVOR OF ST. JOHNS DITCH COMPANY, A CALIFORNIACORPORATION, AS SHOWN HEREON3.TEMPORARY ACCESS EASEMENT IN FAVOR OF ST. JOHNS DITCH COMPANY, A CALIFORNIACORPORATION, AS SHOWN HEREON4.LOTS A, B, AND C IN FEE TO THE CITY OF VISALIA FOR LANDSCAPING, PUBLIC UTILITIES,SIDEWALKS, AND OTHER PUBLIC PURPOSES5.PUBLIC UTILITY EASEMENTS TO THE CITY OF VISALIA FOR THE INSTALLATION ANDMAINTENANCE OF GAS AND WATER LINES, CONDUITS FOR ELECTRIC, TELEVISION ANDTELEPHONE SERVICES, TOGETHER WITH ANY AND ALL APPURTENANCES PERTAININGTHERETO, AS SHOWN HEREON AND DESIGNATED AS "PUE" (PUBLIC UTILITY EASEMENT)6.BLOCK WALL EASEMENTS TO THE CITY OF VISALIA FOR THE INSTALLATION ANDMAINTENANCE OF A BLOCK WALL, TOGETHER WITH ANY AND ALL APPURTENANCESPERTAINING THERETO, AS SHOWN HEREON AND DESIGNATED AS "BWE" (BLOCK WALLEASEMENTS)7.LOT D IN FEE TO THE CITY OF VISALIA FOR LANDSCAPING, PUBLIC UTILITIES, SIDEWALKS,VEHICULAR ACCESS IN FAVOR OF LOT E, AND OTHER PUBLIC PURPOSESFOR: D.R. HORTON CA3, INC., A DELAWARE CORPORATION
DAVID HATCH, VP AND DIVISION PRESIDENTDATE
THE LAND BEING SUBDIVIDED BY THIS MAP IS SITUATED IN THE CITY OF VISALIA, COUNTY OF TULARE, STATE OF CALIFORNIA AND IS DESCRIBED AS FOLLOWS:ALL OF ADJUSTED PARCEL 1, PER GRANT DEED RECORDED AS, DOC. NO. 2022-0078128. TULARE COUNTY RECORDS.BEING LOCATED IN A PORTION OF THE EAST HALF OF THE NORTHEAST QUARTER OF SECTION 13, TOWNSHIP 18 SOUTH, RANGE 24 EAST, AND A PORTION OFTHE WEST HALF OF THE NORTHWEST QUARTER OF SECTION 18, TOWNSHIP 18 SOUTH, RANGE 25 EAST, MOUNT DIABLO BASE AND MERIDIAN, IN THE CITY OFVISALIA, COUNTY OF TULARE, STATE OF CALIFORNIA PHASE 1A
SHEET 1 OF 4
NOTARY ACKNOWLEDGEMENT
TSM 5583
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.
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
PRATT FAMILY RANCH
CITY LIMIT
CITY LIMITCITY LIMIT
NORTH
NO SCALECITY OFVISALIA, CA
1,940.32'
N0° 07' 06"E 2,643.09' [N0° 07' 12"E 2,643.13']
2,000.93'
FOUND 3/4" IRONPIPE TAGGED "PLS9399" PER RS 35-078
FOUND 1/2" IRON PIPE WITH YELLOWPIPE CAP TAGGED "PLS 9399" ASFOUND AND ACCEPTED ON RS 35-078 N89° 42' 12"W 2615.21' <89° 42' 12"W 2615.26'>
FOUND 2 IN WASHER FLUSHTAGGED "PLS 9399" ATPOSITION OF 3/4" IRON PIPEWITH PLASTIC CAP TAGGED"PLS 9399" PER RS 35-078 SW COR. E1/2 NE1/4SECTION 13-18/24 N.F.FOUND 2 IN WASHER FLUSHTAGGED "PLS 9399" AT POSITIONOF E1/4 CORNER SECTION 13-18/24 NE COR. SECTION 13-18/24 FOUND TC CORNERMONUMENT AS SHOWN ON RS 35-0781307.63' <1307.63'> [1307.64']271.23' *[271.10'] 645.46' (645.43')
N0°06'24"E 2645.38'[N0°06'30"E 2645.46']
LEGEND
(R) ( )
TCROR PUEBWE
[ ]
VISALIA CITY LIMIT
N.S.N.F.
CITY LIMITCITY LIMIT
702.77' (702.77')
1308.18' <1308.18'> [1308.19']N89° 34' 14"W 261.13'[N89° 34' 09"W * 261.21'] POSITION OF NORTH 1/4 CORNER SECTION 13-18/24, NOTHING FOUNDPOSITION REESTABLISHED 26.00' WEST, ON A LINE EXTENDED FROMTHE FOUND NORTHEAST CORNER OF SECT. 13-18/24 THROUGH THEFOUND IRON PIPE PER RS 35-78FOUND 1/2IN IRON PIPE W/YELLOW PIPE CAP, PER PM 4163[26.00'] 26.00' [N89° 47' 00' 00"W]N89° 47' 38"W
< > BASIS OF BEARINGSTHE NORTH LINE OF THE NORTHEAST QUARTEROF SECTION 13, TOWNSHIP 18 SOUTH, RANGE 24EAST, MOUNT DIABLO MERIDIAN, PER PARCELMAP NO. 4649 SHOWN AS N89° 42' 12"W THEREON 1307.58'[1307.64']<1307.63'>
FOUND MONUMENT AND ACCEPTED AS DESCRIBEDTULARE COUNTY RECORDSOFFICIAL RECORDSRADIAL BEARINGNOTHING FOUNDNOTHING SETTULARE COUNTYCALCULATED FROM RECORDPARCEL BEING SUBDIVIDEDT.C.* SHADED LINE INDICATES SUBDIVISION BOUNDARYPUBLIC UTILITY EASEMENTBLOCK WALL EASEMENTRECORD DATA PER GRANT DEED DOC. NO. 2022-0078128, TCRRECORD DATA PER RECORD OF SURVEY, RECORDED INVOLUME 35 OF LICENSED SURVEYS, AT PAGE 78, TCRRECORD DATA PER PARCEL MAP NO. 4649, RECORDED INBOOK 47 OF PARCEL MAPS, AT PAGE 54, TCRALL DISTANCES SHOWN ON THIS MAP ARE AS MEASUREDOVER THE SURFACE OF THE EARTH (GROUND DISTANCES) W1/4 CORNERSECTION 13-18/24FOUND T.C. CORNER5IN DEEP, W/ 2FTOFFSETS, AS SHOWNON RS 35-78 3918.96' <3918.95'>
N0° 19' 31"E 2646.40' [N0°19'21"E 2650.13']
PIQ
BASIS OF BEARING
N89° 36' 11E 5227.14' [N89° 36' 11E 5227.14']
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.
FLOOD ZONE AEFLOOD ZONE X
FLOOD ZONE AEFLOOD ZONE X
N0° 07' 06"E
282.50'
N0° 07' 06"E
282.50'
49.77'
260.00'
N89° 36' 11"W 479.76'
N0° 07' 06"E 249.56'
N89° 36' 31"W 560.00'
N0° 07' 06"E 342.50'N0° 07' 06"E 342.50'N0° 07' 06"E 342.34' N89° 36' 11"W 1001.38'
N0° 22' 19"E 131.00'
N89° 36' 31"W62.24'
187.32'
169.99'260.00'
260.00' 154.73'
429.99'
105.28'
100.00'
100.00'
100.00'
100.00'
241.68'242.50'
41.90'
52.00'
52.00'
52.00'
44.60'100.00'100.00'
100.00'100.00'
100.00'100.00'
100.00'100.00'
80.10'79.90'160.00'
242.50'
44.40'
52.00'
52.00'
52.00'
42.10'
64.50'
52.00'
52.00'
52.00'
62.00'
64.50'
52.00'
52.00'
52.00'
62.00'80.10'79.90'160.00'
242.50'
44.40'
52.00'
52.00'
52.00'
42.10' 41.90'
52.00'
52.00'
52.00'
44.60'
242.50'
160.00'80.10'79.90'
100.00'100.00'
100.00'100.00'
100.00'100.00'
100.00'100.00'
160.00'80.10'79.90'
50.00'50.00'50.00'50.00'50.00'39.90'322.22'
187.32'
62.24'
N0° 07' 06"E 249.56'
N0° 07' 06"E 0.49'(S00° 07' 13"W 0.49')
Δ=3°24'59"R=5,272.00'30.00'30.00'
80.41'92.69'80.32'92.59'
N16° 56' 42"W 100.87'
N65° 29' 53"W 101.75'
N89° 52' 54"W 98.25'
N0° 07' 06"E 102.04'N0° 07' 06"E 105.29'N0° 07' 06"E 105.29'N0° 07' 06"E 105.30'N0° 07' 06"E 105.30'N0° 07' 06"E 105.31'N0° 07' 06"E 105.31'N0° 53' 11"E (R) 105.22'N1° 29' 18"E(R) 105.10' N89° 52' 54"W 100.00'
N89° 52' 54"W 100.00'
N89° 52' 54"W 100.00'
N89° 52' 54"W 100.00'
N89° 52' 54"W 98.93'
N76° 09' 59"E 92.80'
N30° 23' 34"E 111.53'N1° 20' 02"E 91.73'N0° 23' 49"E 101.00'N0° 23' 49"E 101.00'N0° 23' 49"E 101.00'N0° 23' 49"E 101.00'N0° 23' 49"E 101.00'N0° 23' 49"E 101.00'N0° 23' 49"E 101.00'N0° 23' 49"E 101.00'N0° 23' 49"E 101.00' N89° 36' 11"W 200.00'
N89° 36' 11"W 200.00'
N89° 36' 11"W 200.00' N89° 36' 11"W 200.00'
N89° 36' 11"W 200.00'
N89° 36' 11"W 200.00'
N89° 36' 11"W 200.00' N89° 36' 11"W 200.00'
37.37'
227.60'
40.23'
50.00'
50.00'
50.00'
84.30'
96.00'
50.50'
50.00'
50.00'
50.00'
50.50'
71.00'
106.47'
58.20'94.83'51.50'50.00'50.00'50.00'50.00'63.17'
81.01'
43.13'50.00'50.00'50.00'50.00'260.93' 50.00'50.00'50.00'43.04'
80.99'63.00'27.00'27.00'50.00'50.00'50.00'
42.10'
52.00'
52.00'
52.00'
43.58'
40.00'50.00'50.00'50.00'50.00'50.00'50.00'74.48'95.51' 515.09'42.00'
42.00' N89° 36' 31"W 509.90' (S89° 36' 25"E 509.90')
N89° 36' 31"W 510.00'15,207 sf.25,265 sf.35,265 sf.45,265 sf.55,265 sf.65,264 sf.75,245 sf.85,733 sf.911,774 sf. 135,000 sf.
145,000 sf.
155,046 sf.
165,474 sf.
1710,537 sf.
106,880 sf.
115,042 sf.
125,000 sf.
186,330 sf.195,007 sf.205,050 sf.215,050 sf.225,050 sf.235,050 sf.246,292 sf. 285,050 sf.275,050 sf.265,050 sf.256,279 sf. 565,623 sf.555,662 sf.5,656 sf.
755,200 sf.
626,113 sf.616,115 sf.
605,200 sf.635,200 sf.
645,200 sf.595,200 sf.
585,200 sf.655,200 sf.
666,365 sf.576,363 sf. 676,363 sf.766,365 sf.
685,200 sf.
695,200 sf.745,200 sf.
735,200 sf.705,200 sf.
716,115 sf.726,113 sf.
776,207 sf.
785,200 sf.
795,200 sf.
805,200 sf.
816,115 sf.
32.32'
C11
6' PUE
6' PUE
6' PUE
6' PUE
6' PUE
6' PUE
6' PUE 6' PUE
ZACHARY STREET
TERRACE STREETYALE STREETSALLEE STREET
TAYLOR AVENUE
Δ=90°16'18" R=20.00' L=31.51'(Δ=90°16'22" R=20.00' L=31.51') 6' PUE
6' PUE
ZACHARY STREET
NEWTON AVENUE
TAYLOR AVENUE
SALLEE STREET 608.77'
PRATT AVENUE
N89° 52' 53"W 60.00'(S89° 52' 47"E(R) 60.00')
2.00' BWE2' BWE
6' PUE 6' PUE
6' PUE 6' PUE
NEWTON AVENUE
LOT A6,214 sf.
BFE 320.2'
BFE 320.2'
BFE 320.3'BFE 320.4'BFE 320.4'BFE 320.5'BFE 320.5'BFE 320.6'BFE 320.6' BFE 320.5'BFE 320.6'
BFE 320.5'BFE 320.6'
BFE 320.7'BFE 320.6'
BFE 320.6'BFE 320.7'
BFE 320.7BFE 320.7'
BFE 320.8'BFE 320.8'BFE 320.9'BFE 320.9'BFE 321.0'BFE 321.0' BFE 320.9'BFE 321.0'
BFE 320.8'BFE 320.9'
BFE 320.8'BFE 320.9'
BFE 320.8'BFE 320.9'
BFE 320.8'BFE 320.7'
BFE 321.1'BFE 321.2'BFE 321.2'
BFE 320.8'BFE 320.8'BFE 320.9'BFE 320.9'
BFE 321.1'
BFE 321.1'
BFE 321.1'
BFE 321.0'
BFE 321.0'N45° 15' 27"E 15.00'
N44° 44' 33"W 15.00'
C13C12R9
R7
C7
C10
C9C8C4C6C5S66° 59' 40"E (R)
N17° 11' 29"W (R)
R6R5R4
C26 C27 C28R20R21 R22R23 R33R32
Δ=89°36'54" R=20.00' L=31.28'(Δ=89° 36' 56" R= 20.00' L=31.28') C1C3C2R3
R2R1
N44° 44' 42"W14.18' N45° 17' 15"E14.10'
C88C90C89R69R70
17.79'R14R15
C92C93
C87C86C85
R16C23R17 R52C46R53
C14C25 C24R24R25R19R18
C22
C15C16R10
R12
C17
R11
C18C19C20C21R13S30° 22' 51"W (R)
N76° 39' 30"E (R)
C29R26R27
C32
C77
C33C30
C31
S1° 36' 29"W (R)R72R71
S0° 23' 29"W (R)
10.00'
R90R89
R41R42R29R28
R31R30 R34R35R8
R92R91
N44° 44' 42"W 21.12'N45° 18' 56"E 21.20'
N0° 51' 15"E (R)
R74
R68
39.36'
BFE 320.2'
BFE 320.2'
BFE 320.1'
LEGEND
(R)PUE
TCR
BWE
60' 60'
N.S.N.F.
FOUND 2IN WASHER FLUSH TAGGED"PLS 9399" AT POSITION OF E1/4CORNER SECTION 13-18/24 SW COR. E1/2 NE1/4SECTION 13-18/24 N.F.
FOUND 1/2" IRON PIPE WITH YELLOWPIPE CAP TAGGED "PLS 9399" ASFOUND AND ACCEPTED ON RS 35-078 N0° 07' 06"E 2,643.09' [N0° 07' 12" 2643.31']
813.48'PREPARED BY:
FAX: 559.802.3215TEL: 559.802.3052VISALIA, CA 93292324 S. SANTA FE ST., STE. AP.O. BOX 7593 SHEET 2 OF 4
BEING LOCATED IN A PORTION OF THE EAST HALF OF THE NORTHEAST QUARTER OF SECTION 13, TOWNSHIP 18SOUTH, RANGE 24 EAST, AND A PORTION OF THE WEST HALF OF THE NORTHWEST QUARTER OF SECTION 18,TOWNSHIP 18 SOUTH, RANGE 25 EAST, MOUNT DIABLO BASE AND MERIDIAN, IN THE CITY OF VISALIA, COUNTY OFTULARE, STATE OF CALIFORNIA PHASE 1APRATT FAMILY RANCH
TSM 5583
( )
ZACHARY STREET
494.70'SCALE 1" = 60'
FOUND MONUMENT AS DESCRIBEDSET 3/4" IRON PIPE TAGGED "PLS 9849" DOWN 6INSET 3/4" IRON PIPE TAGGED "PLS 9849" 5.00 FEET FROM TRUECORNER ALONG PROPERTY LINESET BRASS DISC FLUSH IN CONC. STAMPED "PLS 9849"NOTHING FOUNDNOTHING SETTULARE COUNTY RECORDSRADIAL BEARINGSHADED LINE INDICATES SUBDIVISION BOUNDARYPUBLIC UTILITY EASEMENTBLOCK WALL EASEMENTRECORD DATA PER GRANT DEED DOC. NO. 2022-0078128, TCR 702.77' (702.77')
SEE SHEET 3
30'
60'30'30'
60'30'30'
60'30'30'
60'30'30'
60'30'30'
27'
30'
30'
30'
60'30'30'
60'30'30' 30'
30'
30'
84'42'42'
84'42'42'
N0° 51' 15"E (R)
ALL DISTANCES SHOWN HEREON ARE DETERMINED BYMEASUREMENTS TAKEN OVER THE SURFACE OF THE EARTH(GROUND DISTANCES)LOTS A, B, AND C ARE COMMON LOTS TO BE USED FOR PUE,PEDESTRIAN ACCESS, LANDSCAPING, BLOCK WALL, AND THEMAINTENANCE THEREOF, TO BE CONVEYED TO THE CITY OFVISALIA.LOTS D IS A COMMON LOT TO BE USED FOR PUE,PEDESTRIAN ACCESS, LANDSCAPING, BLOCK WALL, VEHICULARACCESS IN FAVOR OF PARCEL E, AND THE MAINTENANCETHEREOF, TO BE CONVEYED TO THE CITY OF VISALIA.
N89° 36' 11"W 1308.18' [N89° 36' 11"W 1308.19']
FLOOD ZONE XFLOOD ZONE AE
FLOOD ZONE AEFLOOD ZONE X FLOOD ZONE XFLOOD ZONE AE
ZACHARY STREET
NOTE:
N0° 07' 06"E 279.61'
N89° 36' 11"W 200.00'
N89° 36' 11"W 200.00'
N89° 36' 11"W 200.00'
N89° 36' 11"W 200.00'N89° 36' 11"W 207.00'N0° 07' 06"E 282.50'
49.77'
260.00'
N82° 27' 34"W 162.62' (S82° 27' 28"E 162.61')
N0° 07' 06"E 249.56'
N0° 07' 06"E 342.34'N0° 07' 06"E 333.56'
N0° 22' 19"E 131.00'
N20° 13' 43"E 321.78'
N82° 27' 34"W 229.03'
N4° 27' 39"E 186.56'
N89° 36' 31"W62.24'
187.32'
169.99'
154.73' 260.00' 221.38'136.50'
230.18'236.22'
41.90'
52.00'
52.00'
52.00'
38.31'50.09'
50.00'
50.00'
80.10' 92.20'54.80'60.00'104.40'102.60'50.00'
50.00'
63.61'
160.00'
61.60'
52.00'
52.00'
52.00'
62.00'
100.00'100.00'
100.00'100.00'
100.00'100.00'
100.00'100.00'
241.68'
80.10'79.90' 40.10'54.80'41.60'
92.26'
58.20'
73.35'
223.81'242.50'
41.90'
52.00'
52.00'
52.00'
44.60'100.00'
100.00'
100.00'
100.00'
79.90'160.00'
64.50'
52.00'
52.00'
52.00'
62.00'
160.00'80.10'
39.90'
187.32'
62.24'
N0° 07' 06"E 249.56'
Δ=3°24'59"R=5,272.00'L=314.35'(Δ=3°24'59"R=5272.00'L=314.35') (Δ=2°32'18"R=5272.00'L=233.56')Δ=2°32'17"R=5,272.00'L=233.53'30.00'30.00'30.00'30.00'
80.41'92.69'80.32'92.59' N0° 53' 11"E (R) 105.22'N1° 29' 18"E(R) 105.10'N2° 05' 24"E(R) 104.99'N2° 41' 30"E(R) 104.88'N3° 17' 37"E(R) 104.76' N0° 23' 49"E 101.00'N0° 23' 49"E 101.00'N0° 23' 49"E 101.00'N0° 23' 49"E 101.00'N0° 23' 49"E 101.00'N0° 23' 49"E 101.00'N0° 23' 49"E 101.00'N0° 23' 49"E 101.00'N0° 23' 49"E 101.00'N0° 23' 49"E 101.00'N0° 23' 49"E 100.63' N14° 47' 33"W 95.86'
N54° 54' 52"W 83.86'
N69° 46' 17"W 94.29'N69° 46' 17"W 117.30'
N69° 46' 17"W 119.26'
N69° 46' 17"W 115.13'
N69° 46' 17"W (R) 109.38'N69° 22' 47"W 130.90'N89° 36' 11"W 104.40' N89° 36' 11"W 104.40'N0° 07' 06"E 163.61'
N69° 46' 17"W 90.97'
N63° 52' 34"E (R) 120.42'N18° 38' 11"E (R) 94.07'N7° 03' 20"E 102.40'N6° 29' 27"E(R) 104.15'N5° 55' 35"E(R) 104.26'N5° 21' 42"E(R) 104.37' 100.00'
N0° 07' 06"E 100.00'N0° 07' 06"E 100.00'
N89° 36' 11"W 200.00'
N89° 36' 11"W 200.00'
N89° 36' 11"W 200.00' N89° 36' 11"W 200.00'
92.08'79.79'N49° 42' 36"E14.08' 161.82'95.99'63.46'79.58'91.87'
50.00'
50.00'
50.00'
50.00'
208.69'
536.99' 43.96'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'43.04'
80.99'63.00'27.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'73.80'87.67' N39° 51' 13"W 83.22'
616.05' (616.05)'
112.24'93.52'
N68° 58' 56"W (R) 170.24'N3° 46' 53"E (R)
42.10'
52.00'
52.00'
52.00'
43.58'
40.00'
15,207 sf.
355,049 sf.345,050 sf.335,050 sf.325,050 sf.315,050 sf.305,050 sf.295,050 sf.285,050 sf.275,050 sf.265,050 sf.256,279 sf. 495,269 sf.485,264 sf.475,252 sf.
565,623 sf.555,662 sf.545,656 sf.535,650 sf.525,644 sf.515,553 sf. 755,200 sf.
766,365 sf.
5,200 sf.
695,200 sf.745,200 sf.
735,200 sf.5,200 sf.
6,115 sf.726,113 sf.
776,207 sf.865,882 sf.
785,200 sf.855,200 sf.795,200 sf.845,200 sf.
805,200 sf.835,200 sf.
816,115 sf.826,113 sf.
876,975 sf.
885,220 sf.895,220 sf.
905,915 sf.915,480 sf.927,356 sf.
9411,350 sf.
938,939 sf.
C36
6' PUE
6' PUE
6' PUE
6' PUE
6' PUE
6' PUE
6' PUE
6' PUE
6' PUE 6' PUE
6' PUE
DUKE STREET
ZACHARY STREET
SALLEE STREETCROWE STREET
TAYLOR AVENUE
6' PUE
RIVERWAY AVENUE
SALLEE STREET
PRATT AVENUE
N89° 34' 14"W 261.13' [N89° 34' 09"W 261.21']
N54° 54' 52"W 99.60'
70.56'
55.39'
50.62'
50.33'
35.81'
395,368 sf.
N0° 05' 34"E30.88'
N13° 44' 08"E 109.64'N14° 09' 13"E 62.76'
29.73'
(S79° 47' 43"E(R) 123.43')S79° 47' 49"E(R) 123.40'
20.00'
20'
20.00'
10.00'
10.00' 10.00'10.00'
10.00'2.00' BWE
2.00' BWE
2.00' BWE
2.00' BWE
2.00' BWE
2.00' BWE
2.00' BWE2.00' BWEN89° 36' 11"W 1001.38'
30'
30'
MOONEY BOULEVARD
6' PUE 6' PUE
365,762 sf.
6' PUE
6' PUE 6' PUE
44.15'N20° 04' 52"E
N13° 39' 47"E 192.15'
NEWTON AVENUE
45.27'N20° 04' 52"E
20'
LOT C20,376 sf.
LOT B5,294 sf.
N45° 24' 44"E 145.86'
N22° 54' 44"E 108.80'10'
10'
10'10' 267.61'
335.55'
505,314 sf. 459,390 sf.
448,333 sf.
435,029 sf.425,613 sf.
415,889 sf.405,952 sf.
385,203 sf.
378,174 sf.
465,286 sf.
44.63'
BFE 321.0'
BFE 321.0'
BFE 320.8'BFE 320.9'
BFE 320.8'BFE 320.9'
BFE 320.8'BFE 320.9'
BFE 320.8'BFE 320.7'
BFE 321.1'BFE 321.2'BFE 321.2'BFE 321.3'BFE 321.3'BFE 321.3'BFE 321.5'BFE 321.5'BFE 321.5'BFE 321.6'BFE 321.7'BFE 321.8' BFE 321.8'
BFE 321.7'
BFE 321.7'
BFE 321.6'
BFE 321.6'BFE 321.6'
BFE 321.5'
BFE 321.4'BFE 321.3'BFE 320.8'BFE 320.8'BFE 320.9'BFE 320.9'BFE 321.00'BFE 321.0'BFE 321.1'BFE 321.1'BFE 321.2'BFE 321.2'BFE 321.3' BFE 321.5'
BFE 321.4'
BFE 321.4'BFE 321.3'BFE 321.2'
BFE 321.3'
BFE 321.3'
BFE 321.3'BFE 321.2'BFE 321.1'
BFE 321.1'BFE 321.2'
BFE 321.1'BFE 321.1'
BFE 321.0'BFE 321.1'
BFE 321.0'BFE 321.1'
N4° 27' 39"E 61.76'
N69° 55' 08"W (R)
R84
N58° 52' 18"E 15.00'
N34° 41' 14"W 15.00'
C99C100 C101
Δ=89°36'54" R=20.00' L=31.28'(Δ=89° 36' 56" R= 20.00' L=31.28')Δ=89°27'31" R=20.00' L=31.23'(Δ=89°27'31" R=20.00' L=31.23')Δ=89°27'35" R=20.00' L=31.23'(Δ=89°27'31" R=20.00' L=31.23')Δ=87°20'15" R=30.00' L=45.73'(Δ=87°20'15" R=30.00' L=45.73') N7° 32' 26"E (R)
C1C3C2R3
R2R1
N44° 44' 42"W14.18' N45° 17' 15"E14.10'
C88C90C89R69R70 C81
C98C91C92C93C94C95C96C97N40° 47' 17"W14.08'
C87C86C85C84C83C82
S7° 32' 26"W (R)C108C102C103C104C105C106C107
C65C69C68C67C66C62 C57
C56
R61R59C61C60
C59
C58
8.69'C55
C50C47
R58
R57R55R56C51C52
C54
N12° 06' 28"W (R)R52C46R53
C70C72C71C78C80C79 C63C64
C123
C109C111
C110
C42C43C39C35C32 C74C75 C73C76C77 C37 C38 C45 C44 C112
C127
C126C125C124
C41C40C34C33C30
C31
R73S3° 24' 50"W (R)S2° 48' 43"W (R)S2° 12' 36"W (R)S1° 36' 29"W (R)R72R71 S0° 23' 29"W (R)
R66R65R67
40.58'42.00'40.82'
29.42'9.16'
N33° 18' 16"E (R)
N71° 14' 05"W (R)
N79° 39' 16"W (R)
N79° 39' 09"W (R)
N78° 26' 20"W (R)
R82R81R80 R83
S5° 28' 56"W (R)S6° 02' 49"W (R)S6° 36' 41"W (R)S7° 10' 34"W (R) R62R64
R90R89 R88R87 R86R85
R60
R45R46R44R43R39R40R41R42R29R28
R31R30 R34R35 R37R38 R51R50 R49 R48R47
N4° 20' 15"E (R)N3° 48' 36"E (R)R36
R63
C48C49R54
R76
N7° 36' 00"E (R)
R92R91
12.66'
C53
C114
C115C117
C118
14.42'
S47° 09' 06"E (R)
N82° 18' 08"E (R)
S69° 21' 54"E (R)
R78
N45° 31' 44"W (R)
S58° 06' 21"E (R)
S40° 57' 08"E (R)S70° 53' 03"E (R)
N74° 55' 25"E (R)S89° 54' 26"E (R)
N35° 53' 32"W (R)
S89° 54' 26"E (R)
N69° 53' 40"W (R)
(S85° 32' 15"E(R) 60.00')N85° 32' 21"W 60.00'
N4° 27' 40"E (R)N44° 44' 42"W 21.12' N40° 48' 58"W 21.21' N34° 51' 39"W 29.54'
N49° 44' 17"E 21.21'N45° 18' 56"E 21.20'
N13° 39' 47"E 193.27'
C119
C121C122
C116
C113
N0° 51' 15"E (R)
R74 R75 R77
C120 C129
C128
R93
R68
32.54'
39.36'
12.89'
330.59'
N55° 50' 06"W 12.04'
10'
10'
42.00'
10.15'
C130
N45° 24' 44"E 148.90'
N22° 54' 44"E 86.75'
241.57'LOT E15,613 sf.
LOT D48,825 sf.
N48° 34' 55"E (R)
60'60'
FOUND 3/4 IRON PIPE TAGGED"PLS 9399" PER RS 35-078
FOUND 2 IN WASHER FLUSHTAGGED "PLS 9399" AT POSITIONOF E1/4 CORNER SECTION 13-18/24SW COR. E1/2 NE1/4 SECTION13-18/24 (SW COR. PIQ)N.F. 494.70'
PREPARED BY:
FAX: 559.802.3215TEL: 559.802.3052VISALIA, CA 93292324 S. SANTA FE ST., STE. AP.O. BOX 7593 SHEET 3 OF 4 BEING LOCATED IN A PORTION OF THE EAST HALF OF THE NORTHEAST QUARTER OFSECTION 13, TOWNSHIP 18 SOUTH, RANGE 24 EAST, AND A PORTION OF THE WESTHALF OF THE NORTHWEST QUARTER OF SECTION 18, TOWNSHIP 18 SOUTH, RANGE25 EAST, MOUNT DIABLO BASE AND MERIDIAN, IN THE CITY OF VISALIA, COUNTY OFTULARE, STATE OF CALIFORNIA PHASE 1APRATT FAMILY RANCHTSM 5583
LEGEND
(R)PUE
TCR
BWE
N.S.N.F.
( )
FOUND 2 INCH WASHER FLUSHTAGGED "PLS 9399" AT POSITION OF3/4" IRON PIPE WITH PLASTIC CAPTAGGED "PLS 9399" PER RS 35-078
ZACHARY STREET
CROWE STREET
CITY LIMIT
CITY LIMIT CITY LIMIT
813.48'
N0° 19' 31"E 2646.40' [N0° 19' 21"E 2646.44']
2000.93'
SEE SHEET 2
SEE SHEET 2
SEE SHEET 2
SCALE 1" = 60'
FOUND MONUMENT AS DESCRIBEDSET 3/4" IRON PIPE TAGGED "PLS 9849" DOWN 6INSET 3/4" IRON PIPE TAGGED "PLS 9849" 5.00 FEET FROM TRUECORNER ALONG PROPERTY LINESET BRASS DISC FLUSH IN CONC. STAMPED "PLS 9849"NOTHING FOUNDNOTHING SETTULARE COUNTY RECORDSRADIAL BEARINGSHADED LINE INDICATES SUBDIVISION BOUNDARYPUBLIC UTILITY EASEMENTBLOCK WALL EASEMENTOFFICIAL RECORDSRECORD DATA PER GRANT DEED DOC. NO. 2022-0078128, TCRCENTERLINE 20-FOOT-WIDE EASEMENT FOR DITCH PURPOSES, INFAVOR OF ST. JOHNS DITCH COMPANY, A CALIFORNIACORPORATION, PER THIS MAPTEMPORARY ACCESS EASEMENT IN FAVOR OF ST. JOHNS DITCHCOMPANY, A CALIFORNIA CORPORATION, PER THIS MAP N0° 22' 19"E 131.00'
30'
60'30'30'
60'30'30'
60'30'30'
60'30'30'
60'30'30'60'30'30'60'30'30'
30'
30'
84'42'
42' 84'42'
42' 84'42'
42'
60'30'30'
60'30'30'30'
30'
N0° 07' 06"E 342.34'
C77N89° 36' 11"W49.77'
ALL DISTANCES SHOWN HEREON ARE DETERMINED BYMEASUREMENTS TAKEN OVER THE SURFACE OF THE EARTH(GROUND DISTANCES)LOTS A, B, AND C ARE COMMON LOTS TO BE USED FOR PUE,PEDESTRIAN ACCESS, LANDSCAPING, BLOCK WALL, AND THEMAINTENANCE THEREOF, TO BE CONVEYED TO THE CITY OFVISALIA.LOTS D IS A COMMON LOT TO BE USED FOR PUE,PEDESTRIAN ACCESS, LANDSCAPING, BLOCK WALL, VEHICULARACCESS IN FAVOR OF PARCEL E, AND THE MAINTENANCETHEREOF, TO BE CONVEYED TO THE CITY OF VISALIA.LOT E IS TO BE ACQUIRED BY CAL WATER N89° 36' 11"W 1308.18' (N89° 36' 09"W 1308.19')
D
D
DETAIL 'A'NO SCALE
NORTH
N89° 36' 11"W 1308.18'(N89° 36' 11"W 1308.19')813.48'N89° 34' 14"W 261.13'[N89° 34' 14"W 261.21']93.52'1.59'R79C123
42.00'MOONEYBOULEVARD
SEE DETAIL 'A'
ZACHARYSTREET
FLOOD ZONE XFLOOD ZONE AE
FLOOD ZONE XFLOOD ZONE AE
O.R.
T T
T
NOTE:
RADIAL TABLE#R1R2R3R4R5R6R7R8R9R10R11R12R13R14R15R16R17R18R19R20R21R22R23R24 BEARINGN89° 52' 54"WS29° 52' 54"EN0° 23' 49"EN0° 23' 49"EN21° 07' 38"ES27° 46' 05"WN62° 44' 50"ES74° 53' 58"WN89° 52' 54"WN89° 52' 54"WS78° 01' 29"EN62° 34' 25"WN15° 53' 47"WN26° 54' 40"WS0° 23' 49"WN0° 23' 49"EN89° 37' 41"WN0° 23' 49"EN89° 52' 54"WN89° 52' 54"WS0° 23' 49"WS0° 23' 49"WS89° 52' 54"EN89° 52' 54"W RADIAL TABLE#R25R26R27R28R29R30R31R32R33R34R35R36R37R38R39R40R41R42R43R44R45R46R47R48 BEARINGS0° 23' 49"WN89° 52' 54"WN0° 23' 49"ES0° 23' 49"WN89° 52' 54"WS89° 52' 54"ES0° 23' 49"WN0° 23' 49"ES89° 52' 54"ES89° 52' 54"ES1° 26' 07"WS2° 20' 40"WS3° 16' 20"WS89° 52' 54"ES89° 52' 54"EN0° 23' 49"ES0° 23' 49"WS89° 52' 54"ES89° 52' 54"ES0° 23' 49"WN0° 23' 49"EN69° 46' 17"WS69° 46' 17"ES6° 52' 58"W RADIAL TABLE#R49R50R51R52R53R54R55R56R57R58R59R60R61R62R63R64R65R66R67R68R69R70R71R72 BEARINGS5° 22' 22"WN4° 25' 20"ES89° 52' 54"EN89° 37' 41"WS0° 23' 49"WS7° 20' 15"WS0° 23' 49"WN25° 37' 13"EN85° 00' 19"EN69° 46' 17"WN21° 37' 34"WN7° 46' 49"WS6° 54' 44"WS4° 54' 04"WN34° 27' 39"ES85° 32' 21"EN85° 32' 21"WN25° 32' 21"WS3° 46' 35"WN0° 23' 49"EN30° 07' 06"ES89° 52' 54"ES0° 30' 43"WS1° 00' 22"W RADIAL TABLE#R73R74R75R76R77R78R79R80R81R82R83R84R85R86R87R88R89R90R91R92R93 BEARINGS3° 54' 29"WN0° 27' 23"EN3° 57' 48"ES5° 00' 52"WN4° 57' 32"EN88° 34' 42"WS84° 00' 37"ES16° 52' 45"ES17° 44' 16"WN21° 01' 04"EN5° 19' 01"EN79° 47' 49"WS5° 00' 09"WS85° 32' 16"ES85° 32' 20"EN3° 55' 11"ES0° 30' 12"WS89° 52' 54"ES89° 52' 49"ES0° 23' 29"WS54° 20' 46"W CURVE TABLECURVE #C1C2C3C4C5C6C7C8C9C10C11C12C13C14C15C16C17C18C19C20C21C22C23C24C25C26C27C28C29C30 LENGTH31.51'20.94'10.57'23.89'18.09'5.80'131.62'40.80'45.20'45.61'23.89'10.60'13.28'23.83'10.35'13.48'131.00'37.00'42.00'42.00'10.00'23.83'31.41'31.51'31.32'31.51'31.32'31.51'31.32'31.51' RADIUS20.00'20.00'20.00'50.00'50.00'50.00'52.00'52.00'52.00'52.00'50.00'50.00'50.00'50.00'50.00'50.00'52.00'52.00'52.00'52.00'52.00'50.00'20.00'20.00'20.00'20.00'20.00'20.00'20.00'20.00' DELTA90°16'43"60°00'00"30°16'43"27°22'16"20°43'49"6°38'27"145°01'16"44°57'34"49°48'12"50°15'30"27°22'16"12°09'08"15°13'08"27°18'29"11°51'25"15°27'04"144°20'15"40°46'05"46°16'38"46°16'38"11°00'53"27°18'29"89°58'30"90°16'43"89°43'17"90°16'43"89°43'17"90°16'43"89°43'17"90°16'43" CURVE TABLECURVE #C31C32C33C34C35C36C37C38C39C40C41C42C43C44C45C46C47C48C49C50C51C52C53C54C55C56C57C58C59C60 LENGTH31.32'31.88'31.32'31.51'30.31'160.77'79.58'81.19'32.92'31.32'24.49'36.07'215.32'132.14'83.19'31.42'22.01'6.06'15.95'109.47'34.24'31.80'20.16'23.26'22.01'25.26'145.82'27.17'41.06'41.06' RADIUS20.00'20.00'20.00'20.00'20.00'5,014.00'5,014.00'5,014.00'20.00'20.00'20.00'20.00'5,014.00'5,014.00'5,014.00'20.00'50.00'50.00'50.00'52.00'52.00'52.00'52.00'52.00'50.00'50.00'52.00'52.00'52.00'52.00' DELTA89°43'17"91°19'01"89°43'17"90°16'43"86°50'45"1°50'14"0°54'34"0°55'40"94°18'14"89°43'17"70°10'06"103°20'46"2°27'38"1°30'36"0°57'02"90°01'30"25°13'24"6°56'26"18°16'58"120°36'54"37°43'41"35°02'38"22°12'48"25°37'47"25°13'24"28°56'31"160°40'26"29°55'55"45°14'23"45°14'23" CURVE TABLECURVE #C61C62C63C64C65C66C67C68C69C70C71C72C73C74C75C76C77C78C79C80C81C82C83C84C85C86C87C88C89C90 LENGTH36.54'24.90'12.08'12.82'178.10'37.32'50.00'50.00'40.78'31.26'10.32'20.94'333.65'287.21'346.91'260.22'40.24'31.18'20.94'10.23'299.29'42.76'53.29'53.29'53.29'53.29'43.36'31.32'10.37'20.94' RADIUS52.00'50.00'50.00'50.00'5,074.00'5,074.00'5,074.00'5,074.00'5,074.00'20.00'20.00'20.00'5,044.00'5,044.00'5,044.00'5,044.00'5,044.00'20.00'20.00'20.00'5,074.00'5,074.00'5,074.00'5,074.00'5,074.00'5,074.00'5,074.00'20.00'20.00'20.00' DELTA40°15'45"28°32'18"13°50'45"14°41'33"2°00'40"0°25'17"0°33'53"0°33'53"0°27'38"89°33'35"29°33'35"60°00'00"3°47'24"3°15'45"3°56'26"2°57'21"0°27'26"89°18'56"60°00'00"29°18'56"3°22'46"0°28'58"0°36'06"0°36'06"0°36'06"0°36'06"0°29'22"89°43'17"29°43'17"60°00'00" CURVE TABLECURVE #C91C92C93C94C95C96C97C98C99C100C101C102C103C104C105C106C107C108C109C110C111C112C113C114C115C116C117C118C119C120 LENGTH306.91'44.67'54.40'54.40'54.39'54.39'44.66'317.55'652.57'371.49'281.08'228.29'42.27'51.03'51.03'51.03'32.94'233.75'605.26'68.84'536.42'483.76'58.79'20.41'38.38'92.87'16.99'75.89'70.67'97.81' RADIUS5,178.00'5,178.00'5,178.00'5,178.00'5,178.00'5,178.00'5,178.00'5,188.00'5,230.00'5,230.00'5,230.00'5,178.00'5,178.00'5,178.00'5,178.00'5,178.00'5,178.00'5,188.00'3,250.00'3,250.00'3,250.00'3,292.00'99.00'99.00'99.00'101.00'101.00'101.00'119.00'81.00' DELTA3°23'46"0°29'39"0°36'07"0°36'07"0°36'07"0°36'07"0°29'39"3°30'25"7°08'57"4°04'11"3°04'46"2°31'34"0°28'04"0°33'53"0°33'53"0°33'53"0°21'52"2°34'54"10°40'14"1°12'49"9°27'24"8°25'11"34°01'35"11°48'47"22°12'49"52°41'10"9°38'11"43°02'59"34°01'35"69°11'03" CURVE TABLECURVE #C121C122C123C124C125C126C127C128C129C130 LENGTH23.56'51.67'78.69'45.31'75.36'126.24'131.70'36.72'94.98'26.66' RADIUS89.00'380.00'300.00'75.00'275.00'245.00'100.00'100.00'100.00'100.00' DELTA15°10'09"7°47'26"15°01'41"34°37'01"15°42'03"29°31'23"75°27'39"21°02'29"54°25'09"15°16'39" PREPARED BY:
FAX: 559.802.3215TEL: 559.802.3052VISALIA, CA 93292324 S. SANTA FE ST., STE. AP.O. BOX 7593 SHEET 4 OF 4
BEING LOCATED IN A PORTION OF THE EAST HALF OF THE NORTHEAST QUARTER OF SECTION 13, TOWNSHIP 18 SOUTH,RANGE 24 EAST, AND A PORTION OF THE WEST HALF OF THE NORTHWEST QUARTER OF SECTION 18, TOWNSHIP 18 SOUTH,RANGE 25 EAST, MOUNT DIABLO BASE AND MERIDIAN, IN THE CITY OF VISALIA, COUNTY OF TULARE, STATE OF CALIFORNIA PHASE 1APRATT FAMILY RANCHTSM 5583