PROJECT LOCATION
SHEET 1 OF 4CONSISTING OF 4 SHEETS
TIMOTHYM.ODOM
400 E. MAIN STREET, SUITE 300VISALIA, CALIFORNIA 93291-6337PHONE (559) 636-1166FAX (559) 636-1177www.provostandpritchard.com
N89°29'27"W 2643.33'
N1°26'00"E 2630.02'
S89°20'39"E 2642.98' S89°20'38"E 2642.36'
S1°31'04"W 2617.37'
N89°28'22"W 2638.32'
S89°26'08"E 2643.17'
S1°25'40"W 2623.25'
N1°25'50"E 2626.63'1321.58'
1319.44'
1321.49' 1321.49'
1321.67' 1321.67'
1305.91'
1317.34'
1308.47'
1321.55'
1303.79'
1313.57'
732.79'
571.00'570.99'
734.92'
1386.43'1253.01'S89°25'35"E 2639.44'
S89°25'35"E 2640.34'
1307.19'
1321.58'
LOVERS LANE
ROAD 148
WALNUT AVENUE
CHERRY AVENUEMCAULIFF STREET
U.P.R.R. U.P.R.R.
CITY OF VISALIACITY OF VISALIA
SHEET 2 OF 4CONSISTING OF 4 SHEETS
COUNTY OF TULARE
COUNTY OF TULARE
CITY OF VISALIA P.L.&P.BK. 238,PG. 174,DEEDS, T.C.R.
WOODSIDE SOUSAPROPERTYUNIT NO. 1, VOL. 42MAPS, PG. 75 T.C.R.
PARCEL 2, PM NO. 328,BK. 4 PM, PG. 28, T.C.R.RECORD OF SURVEY,VOL. 28 LS, PG. 1, T.C.R.(N1°25'46"E 2623.38' R1) (N1°25'53"E 2630.15' R1)
(N89°29'38"W 2643.26' R1)
(N89°20'50"W 2643.06' R1)(1321.53' R1) (1321.53' R1)
(1321.63' R1)(1321.63' R1)
(1321.62' R1)
(1308.53' R1)
(1307.26' R1)
(1319.50' R1)
(N1°25'50"E 2626.76' R1)
(1305.98' R1)
(1317.40' R1)
(N1°26'02"E 2623.41' R2)
(N1°31'07"E 2617.53' R2)
(570.98' R2)
(732.90' R2)
(1313.65' R2)
(570.96' R2)
(735.03' R2)
(1305.99' R2)
(1317.42' R2)
(N89°20'44"W 2642.31' R2)
(N89°28'28"W 2638.53' R2)
(N89°25'40"W 2639.58' R2)(1253.00' R2) (1386.58' R2)
(N89°25'40"W 2640.43' R2)
DESIGNATED REMAINDER5.45 AC ±
(N89°26'19"W 2643.16' R1)
(1321.58' R1) (1321.58' R1)
’
CITY OF VISALIACOUNTY OF TULARE
400 E. MAIN STREET, SUITE 300VISALIA, CALIFORNIA 93291-6337PHONE (559) 636-1166FAX (559) 636-1177www.provostandpritchard.com
COUNTY OF TULARE
HALL ESTATESVOL. 42 MAPS, PG. 45 T.C.R.
WOODSIDE SOUSAPROPERTYUNIT NO. 4, VOL. 43MAPS, PG. 34 T.C.R.
QUAIL RIVER SUBDIVISIONVOL. 42 MAPS, PG. 43, T.C.R.
RECORD OF SURVEY,VOL. 13 LS, PG. 48, T.C.R.
556.23'
582.17'
S89°26'08"E 1185.37'
N1°25'50"E 1138.40'
S89°26'08"E 16.64'R=272.00'L=54.49'Δ=11°28'42"
N1°25'50"E 152.79' S89°29'27"E 1321.67'
542.98'
N1°25'40"E 1305.91'
129.17'
605.75'
S88°34'10"E 60.00'S1°25'50"W 10.24'
S1°25'50"W 50.00'
N1°25'50"E 4.08'S88°34'10"E 270.00'N1°25'50"E 4.08'S88°34'10"E 270.00'N1°25'50"E 4.02'S88°34'10"E 266.00' 1250.60'
S89°26'08"E 685.19'S89°26'08"E 500.60'
R=300.00'L=60.10'Δ=11°28'42"R=300.00'L=60.10'Δ=11°28'42"S89°26'08"E 16.22'
28.00'
R=328.00'L=10.30'Δ=1°47'59"S10°14'35"W
S84°00'18"E
R=328.00'L=55.41'Δ=9°40'43"
S88°34'10"E 162.04'
PARCEL 118.29 AC
S88°34'20"E 42.00'R=1008.00'L=80.35'Δ=4°34'02"
R=1008.00'L=87.05'Δ=4°56'54"
R=1092.00'
L=181.36'
Δ=9°30'56"
N1°25'40"E 23.46'N45°59'46"E 28.50'
N1°25'40"E 60.01'
N44°00'14"W 28.07'
N1°25'50"E 3.22'S88°34'10"E 135.73'
PARCEL 315.04 AC
S1°20'08"W 316.02'
S18°09'22"W 265.57'
N88°28'01"W 1573.64' 323.04'70.89'
29.90' 53.53'N84°51'40"E 205.57'S88°43'02"E 218.28'S88°42'17"E 231.98'S88°25'16"E 216.24'S87°43'18"E 207.74'S88°41'55"E 172.15' N84°59'40"E 215.36'N1°25'40"E 135.00' S88°34'10"E 102.04'
7.65'8.06'N1°25'50"E 582.17'N1°20'08"E 316.02'
N43°10'47"E 15.71'
SHEET 3 OF 4CONSISTING OF 4 SHEETS
APPROX. ℄ ANCHOR EASEMENT TO SCEPER VOL. 419, PG. 240, O.R. ℄ POLE LINE AND ANCHOREASEMENTS TO SCEPER VOL. 1316, PG. 270, O.R. 5' ANCHOR EASEMENT TO SCEPER DOC. 2008-0023861, O.R.
CHERRY AVENUE
MCAULIFF STREET
U.P.R.R.U.P.R.R. 50'℄ U.P.R.R. TRACKS
WOODSIDE SOUSA PROPERTYUNIT NO. 1, RM 42-75
QUAIL RIVER SUBDIVISION, RM 42-43QUAIL RIVER SUBDIVISION, RM 42-43TEAKWOOD STREETSIMON STREET NFS
FOUND BRASS DISKS, FLUSH,"PLS 8006", PER 42-MAPS-43FOUND BRASS DISK, FLUSH,"PLS 8006", PER 42-MAPS-43 28'28' PORTION GRANTED TO CITY OF VISALIAPER DOC. 2006-0103968, O.R.T.C.
NFS
SW 1/4 OF NW 1/4 OFSEC. 3-19/25
PROPERTY CORNERFD 3/4" IRON PIPE,NO TAG, DOWN 6",PER RECORD OFSURVEY, LS 13-48 ℄ POLE LINE EASEMENT TO SCEPER VOL. 1316, PG. 270, O.R. ℄ POLE LINE EASEMENT TO SCEPER VOL. 181, PG. 210, O.R.
NORTH SIXTEENTH CORNERFD BRASS DISK, FLUSH,"PLS 8006", PER 42-MAPS-75 CENTER 1/4 CORNER, SEC. 3 - 19/25FD 1 1/2" IRON PIPE, NO TAG, DOWN 12",PER RECORD OF SURVEY, LS 13-48 FD BRASS DISK, FLUSH,"PLS 8006", NO RECORD
807978
(N89°26'19"W 500.71' R1)(N89°26'19"W 685.08' R1)(N89°26'19"W 16.21' R1) (R=300.00' R1)(L=60.10' R1)(Δ=11°28'42" R1)(R=300.00' R1)(L=60.10' R1)(Δ=11°28'42" R1)
NO MONUMENT FOUND
10'/15' TEMPORARY SLOPE & GRADING EASEMENT,ACROSS PARCEL 3, IN FAVOR OFPARCEL 1, HEREBY DEDICATED.TO BE TERMINATED UPONDEVELOPMENT OF PARCEL 3 PARCEL GRANTED TO TULAREIRRIGATION COMPANY, PERDOC. 2024-0028763, O.R.T.C.
RADIAL
RADIAL
RADIAL
400 E. MAIN STREET, SUITE 300VISALIA, CALIFORNIA 93291-6337PHONE (559) 636-1166FAX (559) 636-1177www.provostandpritchard.com
16.00'28.00'
TEMPORARY EASEMENT10' WIDE EAST OF THIS POINT &15' WIDE WEST OF THIS POINT,ALONG THE NORTH LINE OF PARCEL 3 10'
15'
LAGUNA COURT
10'
IRREVOCABLE OFFER OFDEDICATION IN FEE FORTRAIL PURPOSES,0.89 AC WITHIN PARCEL 3 (GROSS AREA)
DETAILSCALE 1"=20'
PARCEL GRANTED TO TULAREIRRIGATION DISTRICT15'TEMPORARYEASEMENT N88°28'01"W 323.04'S1°31'59"W 50.00' N88°28'01"W 1400.00'N1°31'59"E 50.00'N1°25'40"E 129.17' S89°25'35"E 2241.36' 988.35'521.15'731.86'
N0°35'44"E 131.46'
S1°30'51"W 333.36'
N89°25'35"W 74.97'
R=50.00'L=23.77'Δ=27°13'59"R=52.00'L=130.26'Δ=143°31'18" R=50.00'L=23.76'Δ=27°13'45"
S0°34'25"W 100.00'
406.08'R=1050.00'L=113.77'Δ=6°12'30"
S70°10'21"E 50.20'
S5°45'15"W
S12°13'21"E
130.02'
S65°07'12"W 179.94'
S89°25'36"E 41.29'S84°14'45"E 113.31'S75°49'57"E 93.74'R=307.68'L=96.54'Δ=17°58'36" N65°07'12"E 166.35'55.77' PARCEL 225.35 AC
N8°10'53"E 84.60'
R=284.00'
L=206.24'
Δ=41°36'31"
R=44.00'L=28.99'Δ=37°44'45"S89°10'30"E 45.30'R=416.00'L=186.63'Δ=25°42'18" 1344.23'
S88°34'20"E
PARCEL A3.23 AC
387.96'
N0°34'25"E 444.39'
N78°53'23"E 416.66'S89°22'43"E 408.30'
118.16'134.78' 135.10'S89°25'35"E 1371.34'
R=450.00'L=88.65'Δ=11°17'16"N13°35'32"W
1413.01'1819.10'
444.39'
S82°21'50"E
N11°28'13"E 128.60'
N53°04'45"E 121.64'
R=450.00'L=113.23'Δ=14°25'02"N89°10'30"W 45.30'R=10.00'L=6.59'Δ=37°44'45" R=250.00'
L=181.55'
Δ=41°36'31"
S11°28'13"W 127.62'
S8°10'53"W 79.08'
S53°04'45"W 121.64'
34.30'
N84°59'40"E 215.36'N79°13'41"E 51.00' S89°25'36"E 1059.22' N86°30'25"W 48.23'S88°44'03"W 232.43'N85°03'14"W 222.97'N88°17'57"W 170.63'S88°57'07"W 151.97'68.50' 1275.73' S88°57'05"W 159.61'S33°24'33"E R=150.00' L=84.72' Δ=32°21'41"
53.53'N1°25'40"E 135.00'
S89°25'35"E 15.00'
S89°25'35"E 15.00'
N29°53'31"W 47.61'
N40°22'46"E 37.70'
S0°34'25"W 70.00'
11.01'
N0°34'25"E 33.77'
N78°53'23"E 416.66'
SHEET 4 OF 4CONSISTING OF 4 SHEETS
COUNTRY AVENUE
RIO VISTA ST
U.P.R.R. ℄ TRESTLE TAKEN TO BEU.P.R.R. STATION 571+79.5PER S.P.R.R. RW & TRACK MAP"V-26/4" ON FILE IN THE COUNTYSURVEYOR'S OFFICE ℄ POLE LINE EASEMENT TO SCEPER VOL. 181, PG. 210, O.R.
APPROX. ℄ ANCHOR EASEMENT TO SCEPER VOL. 198, PG. 440, O.R. ℄ POLE LINE & ANCHOREASEMENTS TO SCEPER VOL. 1316, PG. 270, O.R.
U.P.R.R. STATION 584+74.0
U.P.R.R. STATION 570+74.0 CAMERON CREEK
WOODSIDE SOUSA PROPERTYUNIT NO. 4, VOL. 43 MAPS, PG. 34, T.C.R.WOODSIDE SOUSA PROPERTYUNIT NO. 1, VOL. 42 MAPS, PG. 75, T.C.R.
BFE CONTOUR 340.27' BFE CONTOUR 341.27'
BFE CONTOUR 340.27'
100' 50'
50'
℄ U.P.R.R. TRACKS
FEMA ZONE AEFEMA ZONE X
PARCEL 2, PM NO. 328,BK. 4 PM, PG. 28, T.C.R.RECORD OF SURVEY,BK. 28 LS, PG. 1, T.C.R.
FEMA ZONE AEFEMA ZONE X
FOUND 1/2" IP, "PLS 8006",PER RM 42-75
CAMERON CREEK
DESIGNATEDREMAINDER5.45 AC ±P.L.&P.BK. 238, PG. 174, DEEDS, T.C.R.
FOUND BRASS CAP "LS 8006"FLUSH IN CONCRETE, PERRM 42-75 NFS
NORTHWEST BANK OFCAMERON CREEK
℄ POLE LINE & ANCHOREASEMENTS TO SCEPER VOL. 1316, PG. 270, O.R. 50'
(N0°35'25"E 131.47' R2)
(731.87' R2)
60' EASEMENT FOR STORM DRAIN AND ACCESSHEREBY DEDICATED TOCITY OF VISALIA IRREVOCABLE OFFER OFDEDICATION IN FEE FORPARK AND BASIN PURPOSES5.25 AC 16' RADIAL
RADIAL
246
245244243242241240239113112111110109108107807978
CENTER 1/4 CORNER, SEC. 3 - 19/25FD 1 1/2" IRON PIPE, NO TAG, DOWN 12",PER RECORD OF SURVEY, LS 13-48 30'
30'
16'
34'
400 E. MAIN STREET, SUITE 300VISALIA, CALIFORNIA 93291-6337PHONE (559) 636-1166FAX (559) 636-1177www.provostandpritchard.com S89°25'35"E 398.08' TO EAST LINE, SEC. 3
RADIAL
RADIAL
30'30'
20' STORM DRAIN EASEMENTHEREBY DEDICATED TOCITY OF VISALIA
INGRESS & EGRESS EASEMENTHEREBY DEDICATED TOCITY OF VISALIA 10'10'
10'10'
DETAILSCALE 1"=25'
SEE DETAIL ABOVE
INGRESS & EGRESS EASEMENTHEREBY DEDICATED TOCITY OF VISALIA RADIAL
16'
10'10'
34'
34'IRREVOCABLE OFFER OFDEDICATION IN FEE FORRIPARIAN SETBACK PURPOSES,NORTH LINE IS 50' NORTH OFTHE BANK OF CAMERON CREEK1.61 AC IRREVOCABLE OFFER OFDEDICATION IN FEE FORTRAIL PURPOSES,1.09 AC WITHIN PARCEL 2 RADIAL
(GROSS AREA)