15 TSM 5467 LEGEND
LOS PINOS FOUND MONUMENT AS DESCRIBED
• SET BRASS CAP IN CONCRETE STAMPED PLS 4076
FOUND 1/2" REBAR TAGGED PLS 4076
SET 1/2" REBAR TAGGED PLS 4076 AT ALL LOT CORNERS
RECORD DATA AS PER PARCEL MAP NO. 192
REC. IN BK. 2 OF PARCEL MAPS AT PG. 92 T.C.R.
< > RECORD DATA AS PER MAP OF THE UTTLE RANCH
REC. IN VOL 40 OF MAPS AT PG. 44 T.C.R.
RECORD DATA AS PER PARCEL MAP NO. 66
REC. IN BK. 1 OF PARCEL MAPS AT PG. 66 T.C.R.
RECORD DATA AS PER LOT LINE ADJUSTMENT NO.
2006-17 OF LOTS 10, 11 & 16 OF THE LITTLE
RANCH SUBDIVISION PER DOC. REC. 9/24/07
AS DOC. NO. 2007-0084231 T.C.R. OR CALCED
THEREFROM
ifII RECORD DATA AS PER LOT LINE ADJUSTMENT NO.
2006-18 OF LOTS 1, 4 & 5 OF THE UTTLE
RANCH SUBDIVISION PER DOC. REC. 9/24/07
AS DOC. NO. 2007-0084242 T.C.R. OR CALCED
THEREFROM
<< >> RECORD DATA AS PER MAP OF STRATFORD PARK UNIT NO. 1 REC. IN VOL 36 OF MAPS AT PG. 13 T.C.R.
Being Parcel 3 of Lot Line Adjustment 2009-08, Doc. No. 2010-0081958 T.C.R.
Situated in a portion of the Northwest Quarter of Section 12, Township 19 South, Range 24 East, Mount Diablo Base & Meridian located in the City of Visalia, County of Tulare, State of California. <30.00'>
30.00' S0624'431 on. 11S0623 . 591 0.7211
11S89'16381, 317.101/
S891650 317.10'
S00*22'321 0.72'
ifS0010'531
11S8618'3811 200.0011
S8916'591 ,1 200.00'
S0072 . 321 0.72'
1ikW26531 ,1 0.7211
4 56.06 <56.00'>
8891659"E I<N89'18'3r1D.
11S8918 . 38111 317.1011
S89' 6'59",1 317.10'
2.00' 115.11'
889'16'59"E
448916381> N0022121/ 0.72'
PW20'5316 0.721 IS01120'531 0.72'1
S00'22'321 0.72'
7 7
158918'38V 220.00'1
S891 6'591V 220.02'
<56.00'> 56.00'
RIALTO AVE S6916'5911 055 . 15 . 381> ) 10
Is8918'38Iv 200:01
58716'59V 200.00'
rn
Zci) -tt
98.01' 2.00'
FD. BRASS CAP STAMPED
PLS 4076 IN CONC
DETAIL "A" - NTS DETAIL "C" - NTS DETAIL "B" - NTS
GREENHOUSE AVE.
<N89'19'01"E 985.80'> S89'17'22"W 985.82' [N8917'37"E 985.99'] 1/2" I.P. TAGGED RCE 8865
PER MAP OF '7FIE LITTLE RANCH"
PUE PUBUC UTILITY EASEMENT
INDICATES SUBDMSION BOUNDARY
220. 94 ' [ 22 0. 92 51 -
<< N 00 '23 '5 9 ”W> >
BASIS OF BEARINGS
THE SOUTH LINE OF THE NW1/4 OF SEC. 20, T.19S., R.24E., M.D. B.&M. TAKEN AS S89'16'00W AS PER PARCEL MAP NO. 192 REC. IN BK. 2 OF PARCEL MAPS AT PG. 92 T.C.R.
CD
CI) .C• 1
• I
• 0
Csi
1! -1;‘ 3
ce 0 CV 0 V
A
NOTE: 12 9
DIETAIL H A"
L
S891 , '59"W I
56po'
108.02' L-
SCALE
< N00 '2 3
', 5 9 "W> LOT A TO BE DEDICATED TO THE CITY OF VISALIA FOR LANDSCAPING, SIDEWALK, BLOCK WALL AND PUBLIC PURPOSES. 60 6 0 ' = TEMP. TURNAROUND ONLY EASEMENT TO ERIC LEONARD & RHONDA MICHELE KOZLOWSKI REC, NOV. 18, 2004
INSTR. NO. 2004-0119631
DRAIN EASEMENT
INST. NO.
1' 1 =60 1
CURVE DATA = 2'0' WIDE PUE & STOR M
REC. SEPT. 9, 2009 AS
2009-0056129 O.R.
DETAIL ' I C"
t \
II I DETAIL
4 CURVE DELTA LENGTH RADIUS TANGENT CHORD
Cl 90'00'00" 31.42' 20.00' 20.00' 28.28'
C2 27'19'25" 23.84' 50.00' 12.15' 23.62'
C3 15'36'49" 14.17' 52.00' 7.13' 14.13'
C4 67'01'07" 60.82' 52.00' 34.43' 57.42'
C5 62'01'52" 56.30' 52.00' 31.26' 53.59'
C6 14'0624" 12.31' 50.00' 6.19' 12.28'
C7 13'13'59 * 11.55' 50.00' 5.80' 11.52'
C8 0'20'02" 9.53' 1635.00' 4.76' 9.53'
C9 3'21'39" 95.91' 1635.00' 47.97' 95.89'
C10 1'07'06" 34.45' 1765.00' 17.23' 34.45'
C11 1'39'19" 50.99' 1765.00' 25.50' 50.99'
C12 1'37'19" 49.96' 1765.00' 24.98' 49.96'
C13 4'2344" 134.64' 1755.00' 67.35' 134.61'
C14 4'23'44" 126.20' 1645.00' 63.13' 126.17'
C15 4'2344" 130.42' 1700.00' 65.24' 130.39'
C16 4'23'44" 130.42' 1700.00' 65.24' 130.39'
C17 4'23'44" 135.41' 1765.00' 67.74' 135.37'
C18 14439'48" 131.29' 52.00' 163.25' 99.09'
C19 27'20'23" 23.86' 50.00' 12.16' 23.63'
C20 90'0000" 31.42' 20.00' 20.00' 28.28'
C21 90'00'00" 31.42' 20.00' 20.00' 28.28'
C22 90'00'00" 31.42' 20.00' 20.00' 28.28'
C23 90'0000" 31.42' 20.00' 20.00' 28.28'
17 1 7., I1S89'18'38"W 200.00'11
IS89'18'38V 200.001'
S89'16'59"W 200.00'
11S891 8'38"W 317.1011
N89'16'59"E 317.10' r 1S891 8'38"W 220.00r
S89'1 6'59"W 220.02
199.98' 115.11' L H. 98.01' L _j 97.98' 108.00'
10 6,843 S.F. d
6' PUE
98.01'
2' 30' j 30' 1•4
CO
10 It)
ai co
4 8,592 S.F.
I- 6' PUE
115.09'
30' 30' 30' 30'
6 0'
(/)
.1 11 co
cc) 6,783 S. F .
PUE
97.98'
15 7,302 S.F.
1 3
7,373 S.F. 'CV CO
;t.
20,096 S.F. . 00
C r ! 1.1 Cs/ 0
10802' 108.00' 1 6' PUE N89'37'28"E
9 7,069 S.F.
.589:5728Nr0
-
I *
N45'22 . 321V 15.00'
N89'37'28"E
12 7,067 S.F.
1 N89'3728110
- SO02272110
77.98'
S89'37'28"W N89'37'28"E
16 7,798 S.F.
5893728W
N0072'321')
88.00'
200.07' 14 7,799 S.F.
LU
(FL
7.0 1 5002232110
78.01'
5 8,824 S.F.
F- S89'15'55"W
106 93' N89'38'32"E
10' ADDMONAL DEDICATION
TO THE CITY OF VISAUA
PER THIS MAP
er) .589'3728V14
146' C3 L=14.17'
1 589'37281e)
50022'32110 r -N
88.02'
CD
1 48.93' 30'
6 19 ' bc1' I
• f,
N89 37'28"E 532.01'
REESE AVE.
co
ci CO 2
20,108 S.F.
ci 0 104.77' LOT C
10,239 S.F.
N89'37'28"E N77-.5-41' 5 2-1 0 ? ) 1
x 4-• ,,,,, 4,,,.. 2 Y
/") ' -\ \ ' l, * --,
- /Z cig 4\' *. /
LOT C
10,239 S.F.
7.05'
N89'37'28"E
14.07'
N44'26'44E
255.98' 276.02'
( 4 ) co CO
Z
<
< N00 '20 '5 3 "W>
200.17' N)
N89'38'32"E 0 1 - 66.55' -
C7 ,
L=11.55'
50022'32 /
N175127110 /
8 c., gi 9,187 S.F.
z 14.25'
N441 2 . 01"E
C8
L=9.53'
58.47'
-75.00' - 6
15,316 S.F.
- 75.00' - - 75.00' -
6' PUE
19 8,944 S.F f
C1
-- C5 ---
L=56.30'
C6
1=12.31'
- 58.00'- -
SO02232710
- 75.00'
SI L VER VA L E ST. CD
- • o)
30' 30' N89' 16'00E 32.02' CD LU
N)
C-4
cn
1 21,975 S.F.
589'3728W
6' PUE
17 9,194 S.F.
7.00' S88'49'12"W
14.36'
545'34'47"E
LA 2 0
8,959 S.F.
$ 18 r)Ni 8,979 S.F. 0 N
EN 7---
0 0
Z
A
A
CD
Pr? co CD
21 8,924 S.F. <Po 7
11,317 S.F.
CD C-4
0 0)
00 N89'1600"E 29.11' 0 1
<6°3 IN
bcNi 21.07' Co
DETAIL "D" - NTS 13.99'
S4558'30"E
L=95.91'
C9
14.10'
S45'33'16"E
14.19'
N44'26'44"E N)
14.18' L= c 5 10 1.9_9' L=4 1 9 2 .96' C I 30' 30'
-
g I
z I ockoz'
135.47' (6 )9 )
4 343 1 4,).
C10 ,
0 r
Ob
V )
V
1..=34. 45 125.41' 1=135.41' 75.00' 75.00' C17 65.00' 65.00' 60.81' C13 ,
L=134.64 C14
1=126.20'
L=130.4
Cl 5
2'
416.39 .
D E M A R E E S T.
1' BLOCK WALL
EASEMENT PER THIS MAP 545.53' LOT A
8,423 S.F. b N89'16'00"E 179.96'
N ---
DETAIL °D" N89' 16'00 * E 545.88'
466.88'
r 79.00'
0 CO
cz.
VISALIA PARKWAY
]CTR. SEC. 12-19/24
FD. 2" I.P. 28" DEEP
[657.401
657.28'
(986.40') 986.42' [986.401
(S89'1 6'00"W 1643.80') S89'16'00"W 1643.70' [S89 16'00"W]
BASIS OF BEARINGS
<<N89'1 6'49"E 1643.68'>
FD. CTR NAIL/PATCH & 2'0/S
SHEET TWO OF TWO JOB #204-16