rs166_0142025-ol�b�oq �
Qrioj�nal `�"'00
SHEET 1 OF 1 SHEET
IN THE CITY OF NORCO., COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
BEING A SURVEY OF LOTS 6, 7, 8.* AND A PORTION OF LOT 5, BLOCK 1 OF-
IVAP OF THE TOWNSITE OF NORCO, FILED IN BOOK 11.9 PAGE 4.1 OF MAPS
RECORDS OF RIVERSIDE COUNTY, CALIFORNIA
ON POINT LAND SURVEYING, INC. PORNIT FEBRUARY 2025
SURVEYOR'S STATEMENT:
THIS A 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 RAJINDER DHUNNA /N FEBRUARY, 2025.
DATED. MAY 12 , 2025
ANTHONY D. SMITH, P.L.S. 8133
EXPIRES. 12-31-26
COUNTY SURVEYOR'S STATEMENT:
ANAL LANO
co:>
� No. 8133
EXP. 12-31-26
TF OF Cp�\F��
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL
LAND SURVEYORS" ACT THIS DAY OF 20�`z
T
DA I//D L. McMILLAN, COUNTY SURVEYOR
W LS 8488
Q Z NORCO DRIVE
BASIS OF BEARINGS PER
W j N89 58'06"W 1217.13' (1216.97�
V Q 809.27' (809.JJ�
442.43' (441.17) 366.85 (J68.16
N00'0 1 'E S4 "1.44'
FD 3/4 " lP W/ SNAIL, DN 0. 4 ; FD CNAIL PER
IN LIEU OF 3/4 /P, LS 3163, DID NOT ACCEPT
PER
SURVEYOR'S NOTES:
ALHAMBRA
STREET
W LINE SEC 6, -----
T. 3S., R. 6Ks S. B. M.
E FACE WALL IS
0. 15' E OF LINE
VACATED BY
RESOLUTION NO.
98-09 INST. NO.049114 O.R.
REC. 02/11 /1998
LANO
Mc,��l`S'G�'G
aQ �2 Ile.
� o
� No. 8488 �
EXP. 12-31-26 �.
N00'01 '54 'F 0.52
FD NAIL & TIN PER --�
DID NOT ACCEPT
FD 1" IP W/ DAMAGED PLUG
ILLEGIBLE, DN 0.8 ; IN LIEU OF
1 " IP, LS 5133, PER
- INDICATES MONUMENT FOUND AS NOTED
0 - INDICATES SET 1" IP, LS 8133, FLUSH, IN DIRT
SET SPIKE &WASHER, LS 8133, FL USH IN ASPHAL T
SET NAIL & TAG, LS 8133, IN CONCRETE AND WALLS
RECORD DATA PER PARCEL MAP NO. 24345, PMB 161/37-38
(RI) - RECORD DATA PER CAL TRANS MONUMENTA TION MAP 453701-2, MAP 205-120
(R2) - RECORD DATA PER PARCEL MAP NO. 37288, PMB 245/9-10
(RJ) - RECORD DATA PER MAP OF THE TOWNSI TE OF NORCO, MB 11/4
(R4) - RECORD DATA PER GRANT DEED INST. J2017-014052J D.R., REC. 41712017
SNF - SEARCH, NOT FOUND
S&W - SPIKE AND WASHER
Q -EST. BY PRORATION PER (R 1)
n2 -HELD RADIUS 550.00' (550.00-* R 1), TANGENT TO NORCO OR &
TANGENT TO SIXTH STREET
Fj] -EST. BY REC. ANG. PER ( )
F4] - SNF, EST. AT REC. DIST. PER (RJ)
Q - S LINE BLOCK 1, MB 11/4
F61 - SNF, EST. AT REC. DIST. PER (R 1)
F71 - HELD BEARING FOR HAMNER AVENUE NORTH OF NORCO DRIVE THE
SAME AS BEARING FOR HAMNER AVENUE SOUTH OF NORCO DRIVE.
THE TIE DISTANCES FOR WEST LINE OF HAMNER AVENUE FIT (R4)
REASONABLY WELL.
F - SNF, EST. BY INTERSECTION
NOTE.• NO MONUMENTS FOUND IN HAMNER AVENUE, NORTH OF NORCO DRIVE,
DUE TO STREET CONSTRUCTION IN THE AREA.
TAFT STREET
-- FD S&W, LS 5411,
FLUSH, PER CR 06-0426
,200.10 (200.00' CALC R3)
FD NAIL & TIN, FL USH
NO REF., ACCEPTED AS
INT. ACACIA A VE &
ALHAMBRA ST
RECORDER'S STATEMENT
FILED THIS Ilt„ DAY OF 20 25 .
AT 11= 153 N. M. IN BOOK OF RECORDS OF SURVEY
AT PAGE (N AT THE REQUEST OF THE
COUNTY SURVEYOR.
- FD NAIL IN CONC. IN WELL,
181.62 '(181.6J* R4 61.54 ' 173.78'(174. 13' R4 DN 1.6 ; PER (R 1_>
30.00 0 30.77'(61.54 R 1 0 6s �s
188.45 M � J oo FD 1 /P W/ PLUG, W
158.45 ,, w " " �, cv CAL TRANS DOT, DN 1.2
W" � " PER R1 Z
0 30 0 �.. w o ( )
O U �p Z w N o" W W
F -Q� 2D
(f) r
W v Q� CERT. OF COMP. 2024-001 N >� = UJ
p " " INST. NO. 2025-0039516 O.R.
Q (Z)o) U Q) REC. 02/07/2025 ``° Z
"1O C`A v DO O 6.5
_. v cr rn p Lo
U � 8 - .,gym �) 126 s�;
o �-- 7 6 64 R(PO4"e1,- SNF
((\ tv tv _ cs.g 1 J� a
oa v t�v .� �56 6 • S �3. . n 1
TOWNSITE OF NORCO %-� 5 N6gn I)
L
E FACE WALL IS -
0. 11 ' E OF LINE
EST. BY IN
L2 113.72'
� �31
BASIS OF BEARINGS:
1
k
No. L015.0174109
FD NAIL & TIN, FEE 4 9
FLUSH, NO REF.
PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
N89' 13'23 "W(R) �
BY.- DEPUTY
h N
V
SNF, EST. BY PRORATION (1749-v CALC R3) �
PER (RJ) (18.45 R 1)
SCHOOL AVENUE , 18.4s;
N89 57'05'�V 416.94' (417.20P CALC R3)'
o � � ��,' MB 11/4 5 0 . �--',�Q)
co
0 30' C°iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliilillillilillillillillillillillilliillillillillillillilliillillillillillillilliillilliilillillillillillillillilliillillilI
�J0
192.58
01
222.58' " 2 C p, _
o o , 6/
0 30. 00 0
407.86 (407.64
16.00' 236.23'
297.77'
424.96' (4�24.96 "' R3
N89058'06 "W 348.39' (J48.19')1,
FD 2 IP W/ SPIKE, DN 0.3 ,
NO REF, ACCEPTED AS BEING
ON CENTERLINE OF NORCO DR
BASIS OF BEARINGS.- BEING THE CENTERLINE OF NORCO DRIVE BETWEEN
CEDAR AVENUE & HAMNER AVENUE. BEARING BEING N89'5806 "W PER
PUB 161/37-38.
STATEMENT OF PURPOSE:
THE PURPOSE OF THIS SURVEY IS TO MONUMENT PROPERTY DESCRIBED IN
CERTIFICATE OF COMPLIANCE 2024-001, INSTRUMENT j 2025-D039516 O.R.,
RECORDED 0210712025.
LINE & CURVE DATA:
C 1
- A=20'
16' 11 " R=3006.05' L=1063.46' T=537.35'
(A=20*16**22"
R= 3006.05' L =1063.62' R2)
C2
- A=03756'21
"
R=3006.05' L=206. 67' T=103.38'
(A=OJ*56J6"
R=3006.05' L=206.89' R2)
C3
- A=16'
19'50"
R=3006.05' L=856.79' T=431.32'
(A=16*19'46"
R= 3006.05' L = 856.73' R2)
C4
- A
=20'40'50 "
R= 550.00' L =198.52' T=100.35'
(A=20*J425"
R=550.00' L=197.49' R1)
C5
- A=02'40'33"
R=1424.25' L= 66.52' T=33.26'
L 1
- N69021 '04'E_
100.35' (99.82" R 1)
L2
- N10' 12'47"W
44. 71 ' (44.71)
L3 -
N20738'56 "W
50.00'
L 4 -
N89.58 '06 "W
158. 71 ' (158.7J-' R4)
+a
C4
100.00'
N81 0�
127.19'
8 / 3 �S�A�c pi) �
i5o, (1�Zso 98 o�.',E
143.50
069*21s�i'���
39.85 (J9.84CALC R 1)
30' �
�o ,
� \%---SNF, EST. BY INT.
I v30.02' (JO.02 R3)
,�
85,
�-- C4 _ (39- 84
�g��61.� 269'
60 0 60 120 180
Scale: 1" = 60'
THE PROPERTY SHOWN HEREON IS IN ACCORDANCE WITH
CERTIFICATE OF COMPLIANCE NO.2024-001 RECORDED ON
02/07/2025 AS DOCUMENT NO.2025-0039516 O.R., APPROVED
BY THE CITY OF NORCO.
N81 '07'57'E(R)
I?3' (55. 00 *' R2)
�- FD N&TAG, LS 9029, FLUSH*
FD Sri W LS ?231, FL USHZ IN DRI VEWA Y IN LIEU OF 1 " 1P,
IN LIEU OF S&W, RCE 29616, RICE 29616, PER (R2)
PER (R2)
N82. FD S&W, LS ?231, FLUSH
--.32 IN LIEU OF S�3cW, RICE 29616,
2-1), PER (R2)
R1VC0 25=0042