cr26_0035tA* ;"" 01"IRNER RECORD agency Index CR250527
Document Number �kQRG- 0035
City of . ----------- RIVERSIDE County of.------- RIVERSIDE -, California
Brief Legal Description LOTS7�5 76, MD 13/38. SECTION 33, T.2S., R.5W. S,B,M.
CORNER TYPE COORDINATES (Optional)
Government Corner Control
Meander Property
Rancho Other
H. Elevation
Units Metric U.S. Survey Foot
Horizontal Datum
A
Zone Epoch Date
Date of Survey January 26, 2022 Vertical Datum
L[j Complies with Public Resources Code §§8801-8819
[] Complies with Public Resources Code §§8890-8902
PLS Act Ref.: 8766(d) 8771
11 8773 Other:
----- . .......
Corner/ Left as found ®Established El Rebuilt Pre -Construction
Monument: ElFound and tagged FX]Reestablished El Referenced Post -Construction
---------------------------------------------- ___ .... 11 1
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
121 See sheet #2 for description(s):
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with
the Professional Land Surveyors' Act on March 4, 2022
Signed lea,6 Zf-&- -$f- P. L . S , o r R C E N o. LS 5174
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received
and examii
Signed
Title
--------------
County Surveyor's Comment
No. 8488
Fxp. 1.2-31-26
SPELSG-2016 Page I of 2
Document Number 20�?,G 00, Agency index ,, ,. 0 ' 2'1
SURVEYOR'S NOTE
BASIS OF BEARINGS IS THE CEN TER LINE OF FD. MAG NAIL & RIV. CITY
ARCH WAY, BEING N 0-06'50"W PER CR 98-38. SURVEYOR WASHER FLUSH,
a INDICATES MONUMENT FOUND AS NOTED. IN LIEU OF 2" IP PER MR 13138,
0 INDICATES MONUMENT SET AS NOTED. CR 98-38 & CITY TIE 5280
INDICATES RECORD DATA PER MS 13138. ACCEPTED AS CENTERLINE
( ] INDICATES RECORD DATA PER CR 08-38. MERRILL AVENUE.--
SCALE R&M INDICATES RECORD & MEASURED PER REF CITED. 0}
"" " FD. 118" PIN IN CONC.
MON. DN. Off ; PER
CR 08-38.MERRILL AVENUE
_
', .. `7,,..... �¢'�,�^rr 13vr 1,, 16rJ1 LP, Serf 1 3 ?. 1'°f"
�N `29 f901.15' (r�ir' 89 301,E 1.290.9, - ; °q _ 40.00'
1116,17' r 150. tit' `
(fit► r+ (150)
72
5)
71
c� er
73LLJ
c�
e°
LLJ-
o
N 800 '47E 150.03' (150) #
i ro
CL
F ��- 75 r
(25) 77
FD. 1 °° I.P. & TAG N 89029°47"E 150.03' (150)
LS 5174 FLUSH, e _- (40)
PER CR 96-38. co co 7 �co
j
(1056.32) ` (60) (150)
= 1056.52' 60.01 " 150.03`
jF„�.� � .......... ®�• ' � $9°2� °46"E 1331.61J' (dV �9°30'Of�"'E 13� 1054 j , �.., . ,.,�..
BEA
FD. 1%6° PIN IN CONC. DRIVE FD. PKNAIL & RIV. CITY `;
SURVEYOR WASHER
MON. DN. 0.3', PER FLUSH, PER CITY
CR 08-36. TIE 6621.
MONU E T CITE
Q1 — SET NAIL AND TAG LS 5174 IN CONC. MOIL CURB.
SET NAIL AND TACK LS 5174 IN EASE' FACE OF t, O CI, B!,O�. K W,,A ,L, UP 1'.
SET NAIL AND TAG LS 5174 "RP" Oder' TOP OF 5' 00,NO. , L OCK W-A LL, S 00 1126"E, 1.00'
OF TRUE CORNER. TRUE CORNER POSITION INACCESSIBLE
�}— SET NAIL AND TAG LS 5174 "RP" IN SIDEWALK, N 80°2947'E, 1.00' OF TRUE CORNER.
22-101
6PELSC6 MS Paige 2 of 2