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
THIS MAP WAS PREPARED BY ME OR UNDER MY DIRECTION AND IS BASED UPON A FIELD SURVEYIN CONFORMANCE WITH THE REQUIREMENTS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCEAT THE REQUEST OF HAYES RANCH, LLC ON 10/21/2023 AND SAID FIELD SURVEY IS TRUE ANDCOMPLETE AS SHOWN. I HEREBY STATE THAT THIS PARCEL MAP SUBSTANTIALLY CONFORMS TOTHE APPROVED OR CONDITIONALLY APPROVED TENTATIVE MAP, IF ANY. ALL MONUMENTS ARE OFTHE CHARACTER AND OCCUPY, OR WILL OCCUPY, THE POSITIONS INDICATED WITHIN ONE YEAR OFTHE RECORDING OF THIS MAP AND ARE, OR WILL BE, SUFFICIENT TO ENABLE THE SURVEY TO BERETRACED.RANDY D. WASNICK P.L.S. 8163DATEI 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 I, JASON T. BRITT, COUNTY ADMINISTRATIVE OFFICER/CLERK OF THE BOARD OF SUPERVISORSOF THE COUNTY OF TULARE, STATE OF CALIFORNIA, DO HEREBY STATE THAT THE SAID BOARDOF SUPERVISORS 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: DEPUTYDOCUMENT NO. FEE PAID FILED THIS DAY OF , 20 , AT M.,IN BOOK OF MAPS, AT PAGE TULARE COUNTY RECORDS, AT THE REQUEST OF 4CREEKS, INC.TARA K. FREITAS, CPA, TULARE COUNTY ASSESSOR/CLERK-RECORDERBY: DEPUTY I HEREBY STATE THAT THIS PARCEL MAP CONFORMS TO THE TENTATIVE PARCEL MAP APPROVED BY THECITY OF VISALIA PLANNING COMMISSION AT THE REGULAR MEETING HELD ON 9/11/2023.
BY: PAUL BERNAL, DATEPLANNING AND COMMUNITY PRESERVATION DIRECTOR / CITY PLANNER THIS IS TO STATE THAT AT A REGULAR MEETING OF THE CITY COUNCIL OF THE CITY OF VISALIA HELDON THE _______ 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, STORM DRAIN EASEMENT, PUBLIC UTILITY EASEMENT,PEDESTRIAN ACCESS EASEMENT AND THE PUBLIC STREETS, ALL INCLUDED WITHIN THE BOUNDARIES OFTHE 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 CLERK
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.
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 SHIRK STREET, RIGGIN AVENUE, AND DENTON STREET IN FEE TO THECITY OF VISALIA2.RECIPROCAL ACCESS AND UTILITY EASEMENT IN FAVOR OF ALL PARCELS, SHOWN HEREONAND DESIGNATED AS "RAUE" (RECIPROCAL ACCESS AND UTILITY EASEMENT)3.PUBLIC STORM DRAIN EASEMENT TO THE CITY OF VISALIA AS SHOWN HEREON4.PEDESTRIAN ACCESS EASEMENT TO THE PUBLIC, AS SHOWN HEREON AND DESIGNATED AS"PAE" (PEDESTRIAN ACCESS EASEMENT)5.PUBLIC EASEMENTS FOR THE INSTALLATION AND MAINTENANCE OF GAS LINES ANDCONDUITS FOR ELECTRIC, TELEVISION AND TELEPHONE SERVICES, TOGETHER WITH ANYAND ALL APPURTENANCES PERTAINING THERETO, AS SHOWN HEREON AND DESIGNATED AS"PUE" (PUBLIC UTILITIES EASEMENT).FOR: HAYES RANCH, LLC, A CALIFORNIA LIMITED LIABILITY COMPANY ERIC M. SHANNON, MANAGERDATE
JERRID P. SHANNON, MANAGERDATENOTARY ACKNOWLEDGEMENT
FLOOD HAZARD ZONEAS DELINEATED ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCERATE MAP (MAP NUMBER 06107C0930E) FOR COMMUNITY NO. 060409, CITY OF VISALIA, TULARECOUNTY, CALIFORNIA, EFFECTIVE JUNE 16, 2009, THE PROPERTY SHOWN ON THIS MAP LIESFULLY WITH A FLOOD ZONE AREA DESIGNATED ZONE X (SHADED), WHICH ARE AREAS OF0.2-PERCENT ANNUAL CHANCE FLOODING, AREAS OF 1-PERCENT ANNUAL CHANCE FLOODINGWHERE THE AVERAGE DEPTHS ARE LESS THAN 1 FOOT, AREAS OF 1-PERCENT ANNUAL CHANCEFLOODING WHERE THE CONTRIBUTING DRAINAGE AREA IS LESS THEN 1 SQUARE MILE, ANDAREAS PROTECTED FROM THE 1-PERCENT ANNUAL CHANCE FLOOD BY LEVEES.
NORTH
VICINITY MAPNO SCALECITY OFVISALIA, CA
RIGGIN AVENUE
AKERS STREET
SHIRK STREET (RD 92)
LEGAL DESCRIPTION:SECTION 15, TOWNSHIP 18 SOUTH, RANGE 24 EAST, MOUNT DIABLO BASE AND MERIDIAN, IN THE CITY OF VISALIA, COUNTY OF TULARE, STATE OFCALIFORNIA ACCORDING TO THE OFFICIAL PLAT THEREOF;EXCEPTING THEREFROM THAT PORTION DESCRIBED AS FOLLOWS:BEGINNING AT THE SOUTHEAST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 15;THENCE, SOUTH 89°53'57" WEST, ALONG THE SOUTH LINE OF SAID SOUTHEAST QUARTER, 2632.80 FEET, TO THE SOUTHWEST CORNER THEREOF;THENCE, NORTH 0°11'18" WEST, ALONG THE WEST LINE OF SAID SOUTHEAST QUARTER, 202.33 FEET, TO THE BEGINNING OF A TANGENT CURVE, CONCAVEWESTERLY, HAVING A RADIUS OF 1500.00 FEET;THENCE, NORTHERLY, ALONG SAID 1500.00 FOOT RADIUS CURVE, THROUGH A CENTRAL ANGLE OF 13°55'01", AN ARC DISTANCE OF 364.34 FEET, TO A POINTOF REVERSE CURVATURE AND THE BEGINNING OF A TANGENT CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 1500.00 FEET;THENCE, CONTINUING NORTHERLY, ALONG LAST SAID 1500.00 FOOT RADIUS CURVE, THROUGH A CENTRAL ANGLE OF 13°55'01", AN ARC DISTANCE OF 364.34FEET, TO A POINT DISTANT 88.06 FEET WEST, MEASURED AT RIGHT ANGLES FROM, SAID WEST LINE OF THE SOUTHEAST QUARTER;THENCE, NORTH 0°11'18" WEST, PARALLEL WITH SAID WEST LINE, 1681.25, TO A POINT DISTANT 28.11 FEET SOUTH, MEASURED AT RIGHT ANGLES FROM , THENORTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 15;THENCE NORTH 89°49'37" EAST PARALLEL WITH SAID NORTH LINE AND PARALLEL WITH THE NORTH LINE OF SAID SOUTHEAST QUARTER, 341.52 FEET;THENCE, NORTH 89°28'43" EAST, 734.48;THENCE, SOUTH 78°34'03" EAST, 125.47 FEET;THENCE, NORTH 89°38'20" EAST, 1437.50 FEET;THENCE, SOUTH 53°25'38" EAST, 13.27 FEET, TO A POINT DISTANT 75.00 FEET WEST, MEASURED AT RIGHT ANGLES FROM, THE EAST LINE OF SAIDSOUTHEAST QUARTER;THENCE, SOUTH 0°08'56" EAST, PARALLEL WITH SAID EAST LINE, 635.50 FEET;THENCE, NORTH 89°51'27" EAST, 75.00 FEET, TO A POINT ON SAID EAST LINE OF THE SOUTHEAST QUARTER;THENCE, SOUTH 0°08'56" EAST, ALONG SAID EAST LINE, 1948.56 FEET TO THE POINT OF BEGINNING;ALSO EXCEPTING THEREFROM ALL THAT PORTION CONVEYED TO THE CITY OF VISALIA, A MUNICIPAL CORPORATION IN DEED RECORDED DECEMBER 29,2021, AS INSTRUMENT NUMBER 2021-0094165, TULARE COUNTY RECORDS PARCEL MAP NO.
TULARE COUNTYCITY OFVISALIA
CITY LIMIT
CITY LIMIT
CITY LIMITTULARE COUNTY
TULARE COUNTY
DESIGNATEDREMAINDER
STATE OF CALIFORNIAPROFESSIONAL LAND SURVEYORRANDY D. WASNICKEXP: 12/31/24PLS 8163
PRELIMINARY
EASEMENTS AFFECTING PROPERTY1.RIGHTS OF THE PUBLIC, COUNTY AND/OR CITY, IN AND TO THAT PORTION OF SAID LAND LYING WITHIN THELINES OF ROAD 93 AKA SHIRK ROAD, AVENUE 312 AKA RIGGEN AVENUE2.A STRIP OF LAND 20 FEET WIDE OFF THE EAST SIDE OF THE NORTHEAST QUARTER AND 20 FEET OFF THENORTH SIDE OF ALL OF SECTION 15 REC. IN 11-06/1906 IN BK. 9 OF RIGHTS OF WAY, PG 273.ANY AND ALL WATER DITCHES OVER AND ACROSS SECTION 15 REC. 07/20/1909 IN BK 166 OF DEEDS, PG 1114.SOUTHERN CALIFORNIA EDISON COMPANY EASEMENT FOR PUBLIC UTILITIES OF ALL OF THE SOUTH ONE-HALFOF SECTION 15 REC. BK. 1303, OF OFFICIAL RECORDS, PG 1045.SOUTHERN CALIFORNIA EDISON COMPANY PUBLIC UTILITY EASEMENT IN THE NORTHEAST QUARTER OFSECTION 15 REC. IN BK. 2938, OF OFFICIAL RECORDS, PG 873 (NOT LYING WITHIN SUBDIVIDED PORTION OFSUBJECT PARCEL)6.SOUTHERN CALIFORNIA EDISON COMPANY PUBLIC UTILITY EASEMENT IN THE NORTHWEST QUARTER OFSECTION 15 REC. IN BK. 3191, OF OFFICIAL RECORDS, PG 479 (NOT LYING WITHIN SUBDIVIDED PORTION OFSUBJECT PARCEL)7.20 FOOT WIDE PIPELINE EASEMENT IN FAVOR OF MODOC DITCH COMPANY REC. 11/23/1999 IN OFFICIALRECORDS UNDER INSTRUMENT NO. 1999-888728.SOUTHERN CALIFORNIA EDISON PUBLIC UTILITY EASEMENT RECORDED 1/31/1962 IN BOOK 2316, PAGE 224, OFOFFICIAL RECORDS (NOT LYING WITHIN SUBDIVIDED PORTION OF SUBJECT PARCEL) TPM 2023-04
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
PRELIMINARY
N89° 56' 18"W 466.72' C7 C16
Δ=20°04'34"R=1000.00'L=350.39'
N86° 02' 54"W 500.09' ((S86°02'44"E 501.15'))
N5° 58' 52"W 300.75' ((S5°58'55"E 300.74'))
591.13' Δ=19°30'09"R=1,030.00'L=350.59'
C28
R3
7'2'
67'
N89° 56' 18"W 2632.71' (N89°54'00"E 2632.71')
78'
67'
C17N89° 56' 18"W 488.89' ((S89°56'08"E 488.90'))66' 66'
30.00'
35'
30'
N90° 00' 00"E 356.46' N90° 00' 00"E 992.41'
C15
318.00'
N69° 59' 19"W (R)
30'
30'55.51'N90° 00' 00"E 315.12'
N90° 00' 00"E 304.38'
N0° 00' 14"E 249.03'203.02'
46.01'
48.00'N90° 00' 00"W 183.40'
289.46'
N0° 00' 00"W 389.71'341.71'N0° 03' 54"W 160.68'
123.58'162.80'
190.85'
N0° 03' 54"W 186.16'81.80'
217.50'207.50'
N0° 00' 23"E 230.15'N0° 01' 30"E 229.91'
223.90'328.29'217.42'214.42' N90° 00' 00"E 1,210.28'
C14
569.05'
N0° 03' 42"E 2.72'
377.87'684.66'
N0° 03' 54"W 388.72' ((N00°03'56"W 388.72'))
248.82'
N0° 03' 54"W 569.05'
145.82' 98.56'S4° 14' 36"E (R)
N0° 03' 54"W 2629.96'
67.00'
N0° 03' 54"W 209.00'
N0° 00' 00"E 208.10'
N1° 14' 21"E 180.07'
N89° 16' 34"W (R)
N0° 03' 54"W 300.01'
C10C8C6C5C4C3 C13
N45° 01' 57"W 39.72'N90° 00' 00"W 6.89'N0° 20' 59"W 59.22'N88° 40' 05"E 8.64'N43° 48' 29"E 38.41' C2C1
75.82'
84.86'
37.63'
N0° 03' 42"E (R)N7° 14' 18"E (R)S2° 47' 21"E (R)S4° 26' 08"E (R)N7° 31' 25"W (R)N4° 09' 10"W (R)S4° 46' 48"E (R)N0° 00' 00"E 231.27'126.79' C9C11N85° 10' 15"E 90.17'R2R1
162.74'
5'
5'
5'
5'
C21C20N0° 03' 53"W 20.82'N44° 36' 17"E 21.09'S89° 55' 59"W (R)N76° 22' 18"W (R)S89° 56' 06"W (R)
77.14'
58.01'
115.86'
226.26'38.07'34'34'
BASIS OF BEARINGSTHE EAST LINE OF THE SOUTHEAST QUARTER OFSECTION 15, T. 18 S., R. 24 E., MDB&M, TAKEN ASN00°00'55"E AS PER PARCEL MAP 5216, REC. INBOOK 53, OF PARCEL MAPS, AT PAGE 23, TCR LEGEND
(R)TCR
W1/4 COR. SECT.15-18/24FOUND PATCH WITH 2FTOFFSETS, PER JOHNVANZANDER CORNERRECORD 1992 # 1031TIES CHECK SW COR. SECT. 15-18/24FOUND T.C. COR. 24" DEEP,PER JOHN VANZANDERCORNER RECORD 1992#105A TIES CHECK
BASIS OF BEARINGS
DENTON STREET
RIGGIN AVENUE
PREPARED BY:
FAX: 559.802.3215TEL: 559.802.3052VISALIA, CA 93292324 S. SANTA FE ST., STE. AP.O. BOX 7593 A PORTION OF SECTION 15, TOWNSHIP 18 SOUTH, RANGE 24 EAST, MOUNT DIABLO BASE AND MERIDIAN, IN THE CITY OF VISALIA,COUNTY OF TULARE, STATE OF CALIFORNIA ACCORDING TO THE OFFICIAL PLAT THEREOFPARCEL MAP NO. ______ 30'
S 1/4 COR. SECT. 15-18/24FOUND BD IN CONC.STAMPED "PLS 8163" PERPHEASANT RIDGE UNIT NO. 7,PHASE 2 & 3, VOL. 43, PG. 65
SEE DETAIL 'B'
BD
FOUND MONUMENT AS DESCRIBEDSET 3/4" IRON PIPE TAGGED "PLS 8163" DOWN 6INTULARE COUNTY RECORDSRADIAL BEARINGBRASS DISCOFFICIAL RECORDS TULARE COUNTYPUBLIC UTILITY EASEMENTRECIPROCAL ACCESS AND UTILITY EASEMENT IN FAVOR OF ALL PARCELS,PER THIS MAPEASEMENT TO THE PUBLIC FOR STORM DRAIN PURPOSES, PER THIS MAPEXISTING DENTON STREET RIGHT OF WAYPEDESTRIAN ACCESS EASEMENTHEREON BEING OFFERED FOR DEDICATION AS A PUBLIC STREETRECORD DATA PER GRANT DEED RECORDED 12/29/2021 AS DOC. NO.2021-0094165, O.R.SHADED HEAVY LINE INDICATES SUBDIVISION BOUNDARYRECORDED DATA PER PHEASANT RIDGE UNIT NO. 7, PHASE 2 & 3, VOL. 43 OFMAPS, PG 65, TCRRECORDED DATA PER PARCEL MAP 5216, BK. 53 OF PARCEL MAPS, PG 23, TCR
SEE DETAIL 'C'
SEE DETAIL 'A'
1321.36'
SEE DETAIL 'F'
N7° 31' 25"W (R)
SEE DETAIL 'G'
20'
20' EASEMENT IN FAVOR TULARE COUNTYFOR ROAD PURPOSES REC. IN 4/16/1904 INBK 7 OF RIGHTS OF WAY, PG 423, O.R.N0° 03' 42"E (R)N0° 03' 42"E (R) (( ))
30'15'15' 30'15'15'
O.R.20' EASEMENT TO TULARE COUNTY FOR ROAD PURPOSES REC. 6/15/1922 IN BK 13 OF RIGHTS OF WAY, PG 478, O.R. 1650.11'
DESIGNATEDREMAINDER
4' SO. CAL. EDISON PUEREC. 6/24/1946, IN BK1303 OF PG 104 .O.R.
SCALE 1" = 100'
( )
DESIGNATED REMAINDER
EASEMENTS AFFECTING PROPERTYSEE SHEET 1 FOR EASEMENT INFORMATION N89°56'12"W 2632.80'[N00°00'55"E 2636.52']N00°00'55"E 2636.52' [ ]
SE COR. SECT. 15-18/24FOUND NAIL WITH 2 FOOT OFFSETS, PER PM 5216 E1/4 COR. SECT. 15-18/24FOUND NAIL WITH 2 FOOTOFFSETS, TIES CHECK PARCEL 115.87 AC
SEE DETAIL 'D'
SEE DETAIL 'E'
TPM 2023-04
30'R R30'
R
R
FUTURE PRESCOTT AVENUE CENTERLINE
F
F
F
R
R
FPARCEL 21.46 AC
PARCEL 31.52 AC
PARCEL 41.15 ACPARCEL 51.15 ACPARCEL 61.74 AC PARCEL 71.13 ACPARCEL 81.04 AC N0° 03' 42"E 32.07'((S00°03'52"W 32.00'))
R
P
100' 100'
DETAILS NOTEALL DETAILS SHOWN ON SHEET 3, THIS MAP
30'30' SS
SEE DETAIL 'H'
PUE
PFS
SHIRK STREET(ROAD 92)
P
P
P
P
RADIALS TABLE#R1R2R3
BEARINGS4° 49' 45"EN89° 56' 06"ES89° 56' 06"W
CURVE TABLECURVE #C1C2C3C4C5C6C7C8C9C10C11C12C13C14C15C16C17 DELTA24°20'26"24°20'26"7°10'37"10°01'39"1°59'27"1°21'49"0°37'38"2°44'37"5°58'11"3°05'17"2°52'54"3°16'31"85°14'09"7°35'06"4°18'17"3°16'49"7°35'06" LENGTH8.50'10.62'31.32'43.75'67.17'46.00'21.16'92.56'215.36'111.40'103.96'5.32'44.63'264.77'150.27'114.50'264.77' RADIUS20.00'25.00'250.00'250.00'1,933.00'1,933.00'1,933.00'1,933.00'2,067.00'2,067.00'2,067.00'93.00'30.00'2,000.00'2,000.00'2,000.00'2,000.00' CURVE TABLECURVE #C18C19C20C21C22C23C24C25C26C27C28C29C30C31C32C33 DELTA13°29'46"13°29'46"13°41'43"13°41'36"7°50'16"7°50'17"38°44'22"38°48'16"25°03'03"25°06'56"10°24'35"18°11'59"14°47'28"22°38'52"30°28'37"8°44'47" LENGTH20.26'26.85'27.25'20.55'42.80'37.47'12.17'21.67'24.92'18.85'33.69'28.27'15.75'45.06'45.75'47.75' RADIUS86.00'114.00'114.00'86.00'312.85'273.87'18.00'32.00'57.00'43.00'185.44'89.00'61.00'114.00'86.00'312.83' TPM 2023-04DETAIL 'A'
N24°16'45"W (R)S0°03'42"W (R)S0°03'42"W (R)C2C1 N89°56'18"W461.72' DETAIL 'A1'
DETAIL 'F'
S69° 46' 26"E (R)N90° 00' 00"E 992.41'
N45° 13' 41"W 27.99'((S45°13'44"E 28.01'))
N0° 03' 54"W 4.00'((S0°03'56"E 4.01'))
N69° 59' 19"W (R)
41.72'217.50'
15'15'
98.56' PROPOSED CENTERLINE4' SOCAL EDISON PUEREC. 6/24/1946, IN BK1303 OF PG 104 .O.R.
SECTION LINEN0° 10' 20"W 35.00'
N0° 03' 54"W 569.05'
PARCEL 4PARCEL 5
DENTON STREETRIGGIN AVENUEDENTONSTREET
DETAIL 'G'DESIGNATEDREMAINDER
PARCEL 1
20' EASEMENT IN FAVOR TULARE COUNTY FOR ROAD PURPOSESREC. IN 4/16/1904 IN BK 7 OF RIGHTS OF WAY, PG 423, O.R.
RIGGIN AVENUE
SHIRK STREET(ROAD 92)
35'
DESIGNATEDREMAINDER
NOT TO SCALE
NOT TO SCALE
NOT TO SCALEN62° 38' 50"W 30.24'
Δ=20° 04' 34" R=1000.00' L=350.39'
Δ=04° 02' 35" R=95.00 L=6.70'S73° 34' 21"E (R)
Δ=19° 30' 09" R=1,030.00' L=350.59'
N69° 31' 46"W (R)Δ=0° 14' 40" R=1030.00' L=4.39'
30.00'
RR
N89°56'18"W
F
F
35'20'
F
N89° 56' 18"W 488.89' ((N89° 56' 08"W 488.90'))
30'
145.82'
N79°37'31"W (R)C28
15.00'
2'
N90° 00' 00"E 356.46'
N90° 00' 00"E 992.41'N0°00'00"E 9.50'DESIGNATEDREMAINDER
DETAIL 'E'
NOT TO SCALE
PARCEL 1
N90° 00' 00"W 183.40'162.74N29° 06' 26"E 16.10'SHIRK STREET PARCEL 3
R
N10° 19' 26"E 40.04'
N0° 03' 54"W32.23'
C30
A PORTION OF SECTION 15, TOWNSHIP 18 SOUTH, RANGE 24 EAST, MOUNT DIABLO BASE AND MERIDIAN, IN THE CITY OF VISALIA,COUNTY OF TULARE, STATE OF CALIFORNIA ACCORDING TO THE OFFICIAL PLAT THEREOFPARCEL MAP NO. ______
DETAIL 'B'
N0° 03' 54"W 591.13'((S5°58'55"E 300.74'))N5° 58' 52"W 300.75' N89° 56' 07"E 24.00'((N89°56'04"E 24.00'))
(ROAD 92) SHIRK STREET
N44° 36' 17"E 21.09'N0° 03' 53"W 20.82'
7.99'
SEE DETAIL 'A1'C28
C29
N89° 56' 06"E (R)
N71° 51' 55"W (R)
N86° 39' 23"W (R)
P
P
LEGEND
(R)FOUND MONUMENT AS DESCRIBEDSET 3/4" IRON PIPE TAGGED "PLS 8163" DOWN 6INRADIAL BEARINGOFFICIAL RECORDS TULARE COUNTYPUBLIC UTILITY EASEMENTRECIPROCAL ACCESS AND UTILITY EASEMENT IN FAVOR OF ALLPARCELS, PER THIS MAPEXISTING DENTON STREET RIGHT OF WAYPEDESTRIAN ACCESS EASEMENTEASEMENT TO THE PUBLIC FOR STORM DRAIN PURPOSES, PERTHIS MAPHEREON BEING OFFERED FOR DEDICATION AS A PUBLIC STREETSHADED HEAVY LINE INDICATES SUBDIVISION BOUNDARY O.R.
RFP
DETAIL 'D'
C18
C19
N0° 03' 54"W 30.20'
N28° 33' 18"W 22.01'
37.63'
115.86'
N0° 02' 48"W 1.13'11.58'10.43'
N45° 05' 25"W 14.14'
S89° 56' 06"W (R)
S76° 26' 20"W (R)
N89° 56' 06"E (R)
N0° 03' 54"E 209.00'
4.38'
PARCEL 2
PARCEL 1
S79°37'31"E (R)
NOT TO SCALE
NOT TO SCALE
N89° 57' 54"E (R)81.60'N0° 03' 54"E 186.16'
N10° 19' 26"E 40.04'
P
P
N0° 01' 30"E 229.91'
(ROAD 92)
SHIRK STREET
PARCEL 4
NOT TO SCALE
DETAIL 'H'
C12 N85° 10' 15"E 90.17'S1° 35' 14"E (R)S4° 49' 45"E (R)C11C9 PARCEL 8
RIGGIN AVENUE
12.66'N0° 04' 16"E 15.74'
N90° 00' 00"E 304.38'
N0° 03' 55"W 48.00'
8.00'10.00'N0° 03' 53"W 15.84'162.80'25.82'
N48° 33' 19"W 3.87'
DETAIL 'C'
NOT TO SCALE
S
PUE
P
PARCEL 4
C26 C27
N90° 00' 00"E (R)N64° 56' 57"W (R)S89° 56' 06"W (R)81.80' N90° 00' 00"E 190.85'20.47' 64.55'N0° 03' 54"E30.00'N90° 00' 00"E 1210.28214.42' PARCEL 1 P
R 30'
30'S14.08'C31N67° 17' 14"E (R)N89° 56' 06"E (R)
C3211.43'N7° 33' 27"ES81° 18' 17"E (R)N82° 14' 09"W (R)C33N89° 56' 56"E (R) N90° 00' 00"W (R)30.00'11.50'N0° 03' 54"E 186.16'62.86' N89° 56' 59"W (R)
C25C24
N51° 11' 44"E (R)
S89° 56' 06"W (R)C23 N0° 03' 54"W 4.14'N7° 45' 51"E 40.37' N82° 12' 44"W (R)SHIRK STREET(ROAD 92)
P
PS82° 12' 48"E (R)N89° 56' 56"E (R)
C2275.82'N0° 03' 54"W 160.68'
PARCEL 3 PARCEL 3
N0° 30' 54"W 5.26'EASEMENT LINE
NOT TO SCALE
PARCEL CURVE SEGMENT
PUE
N0° 03' 54"W 160.68'
11'11' 9'9' 63.23'PUE
N05° 58' 52"W 300.75' ((S5°58'55"E 300.74'))
N48° 33' 19"W 24.37'
289.46'
P