rs164_003IN THE CITY OF RIVERSIDE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
SHEET 1 OF 1 SHEET
RECORD OF SURVEY
BEING A SURVEY OF A LOT 9 OF TRACT 9713, AS PER MAP FILED IN BOOK 145, PAGES 3 AND 4 OF MAPS, 1N THE OFFICE
0F THE COUNTY RECORDER OF SAID COUNTY. LYING WITHIN SECTION 20, TOWNSHIP 2 SOUTH, RANGE 4 WEST SBM
SURVEYOR'S STATEMENT
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR
UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS
OF THE PROFESSIONAL LAND SURVEYORS' ACT, AT THE REQUEST
OF YOUN SOU TEA IN JANUARY, 2024.
ATANAClO PAYAN
P.L.S. 7796
DATE:
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STATEMENT OF PURPOSE:
THIS MAP IS BEING FILED PURSUANT TO SECTION 8762 (B)
(2) (4) (5) OF THE PROFESSIONAL LAND SURVEYORS' ACT
TO SHOW MONUMENTS SET AND PROPERTY LINES
ESTABLISHED DURING THIS SURVEY
BASIS OF BEARINGS:
THE BEARINGS SHOWN HEREON ARE BASED UPON THE
NORTHERLY LINE OF TRACT 9713, BEING N 89-52943" W AS
SHOWN ON TRACT 9713, FILED IN BOOK 145, PAGES 3 AND
4, RECORDS OF RIVERSIDE COUNTY.
REFERENCES:
R1 =RECORD DATA PER TRACT 9713, MB 145/3-4
PAYAN SURVEYING, INC. JANUARY 2024
COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766
OF THE PROFESSIONAL LAND SURVEYORS' ACT THIS __ZZ___ DAY
OF 2024. SAND41
SUNG
C Off' 9y
DAVID L. MCMiLLAN, COUNTY SURVEYOR s�, �Q-
P.LS. 8488 9TF OF CA``EO��
MONUMENT AND ESTABLISHMENT NOTES:
• = INDICATES FOUND MONUMENT AS DESCRIBED HEREON
0 = SET 1" IP WITH N/T "PLS 7796, FLUSH WITH GROUND
I = 1" I.P. WITH PLASTIC PLUG "LS 3018" PER R1
2 = 3/4" I.P. WITH N/T "RCE 21740" ACCEPTED AS THE NE COR OF
THE SE 1/4 OF THE NE 1/4 OF SEC. 20, T2S, R4W, SBM PER R1
3 = 2" BRASS DiSK "RIVERSIDE COUNTY SURVEYOR", ACCEPTED AS THE NE COR
OF THE NE 1/4 OF THE SE 1/4 OF SEC 20, T2S, R4W, SBM, PER R1
4 = N/T "LS 3018", PER R1, ON TOP OF CURB, HELD FOR LINE
5 = NAIL, NO REFERENCE, ON TOP OF CURB, HELD FOR LINE
5 = N/T "RCE ___299, ILLEGIBLE, NO REFERENCE
A = ESTABLISHED BY PRORATION PER R1
B = ESTABLISHED AT RECORD BEARING AND DISTANCE PER R1
C = ESTABLISHED BY COMPASS RULE ADJUSTMENT
° = ESTABLISHED BY BEARING -BEARING INTERSECTION
SNF= SEARCHED FOR MONUMENT, NOTHING FOUND
RECORDER'S STATEMENT
FILED THIS LaL DAY OF`o&A 2024 ATESWAnn
IN BOOK U& OF RECORDS OF SURVEY, AT PAGE
AT THE REQUEST OF THE COUNTY SURVEYOR.
�D I q mo 0 Z I Lo-own-x
FEE .# _!00
PETER ALDANA, ASSESSOR -COUNTY CLER -RECORDER
BY: =_' �" aot------ ---- DEPUTY
N89'5243"W 661.96" (N89-52143"W 662.23'R1) BASIS OF BEARINGS
7 1 ?1.19'(171.26'R1) SNF
A 490.77' 490.97'R1 A '
SNF----�--___________________________________________ ________ ___ -__ _______-_-------�,___- 2
0
(165.00'R 1) 1 138.19'(138.26'R 1) 1 L19 20 _ 5 L6 129.78'(129:85'R 1) 328.00'(328.12'R 1) _ {
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1 TRACT N0. 9713 a i o TRACT NO. 9713 �I
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oEBORAH COURT L1 B - - - - - - - ---- - - - - - SNF
SNF N89'52'43"W 154.73'(154.74'R1) I
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----------------------------------------------------------------- - - - - - - - - - - - - - - - - - - - - - - - I ---------_--------------- -
I N89'52'43"W 150.01'(150.00'R1) 1 1
TRACT NO. 9 713
M.B. 145/3-4
LOTS 15 AND 16 i
Fmpr) neTe
LiNE
BEARING
DISTANCE
ISTANCEREF.1
L1
N00'06 26 E
5.00
5.00 1R
1
L2
N89`52 43 W
6.931
6.93
R 1
L3
N64-40 12 E
49.67
49.67
R 1
L4
N64'40 12 E
9.261
9.260
R1
L5
N64'40 12 'E
40.411
40.411
R 1
L10
N25' 19 48' W
48.00
48.001
R 1
L11
N00'07 17' E
48.00
48.00
R 1
L12
N00'07' 17 'E
18.00
18.00'
R 1
L16
N00'07 17 E
3.00
3.00
R 1
L19
N89'52 43 W
33.00
33.00
R 1
LiNE
BEARING
DISTANCE
L6
N89'52 43 W
14.98
L7
N89'51 37 W
14.86
L8
N89'51 37 W
14.86
L9
N00'07 17 E
12.98
L13
N00'07 17' E
17.92
L14
N0000717'E
12.08
L15
N00'07' 17"E
13.20
L17
N89'52 43'W
14.69
L18
N89052 43 W
14.67
L20
1 N89.52 43 W
18.02
RADIUS DELTA LENGTH REF.
CURVE
RADIUS
DELTA
LENGTH
Cl
29.50
12*55 31
6.651
29.50'
12`56' 17"
6.66'
R 1
C2
103.00
25'27 05
45.75'
103.00"
25`27'05"
45.75'
R 1
C3
48.00
205*27105"'
172.122
48.00'
205'27'05"
172.12"
R 1
C4
48.00
61' 17'50"
51.35'
48.00'
61' 17'50"
51.35'
R 1
C5
I 48.00
144-09 15"
1120.7721
48.00'
1144009' 15"
1120.771
R 1
3
BLAINE STREET
SCALE: 1 " = 30'
RIV. CO. 24--0031