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STATEMENT OF PURPOSE
THE PURPOSE OF THIS SURVEY IS TO PERPETUATE FOUND OR SET PER RECORD TIES
AS NOTED ON THE MONUMENT DESCRIPTIONS ALONG MOCKINGBIRD CANYON ROAD
AFTER CONSTRUCTION OF WATER LINE.
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE
COORDINATE SYSTEM, CCS83, ZONE 6, BASED LOCALLY ON CONTROL STATIONS
"BILL", "CNPP", AND "MLFP", NAD 83 (NSR5201 1) EPOCH 2O10.00 AS SHOWN
HEREON. ALL BEARINGS SHOWN ON THIS MAP ARE GRID. QUOTED BEARINGS AND
DISTANCES FROM REFERENCE MAPS OR DEEDS ARE AS SHOWN PER THAT RECORD
REFERENCE. ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS SPECIFIED
OTHERWISE. GRID DISTANCES, MAY BE OBTAINED BY MULTIPLYING THE GROUND
DISTANCE BY A COMBINATION FACTOR OF 0.999940334. CALCULATIONS ARE MADE AT
POINT #1 WITH COORDINATES OF N: 2261480.318, E: 6217889.3940, USING AN
ELEVATION OF 1303.95 FEET (NAVD 1988).
THE CONVERGENCE ANGLE AT BASE POINT #1 IS-000'37'20.36".
o `Z
z 4
d z
N 1�
—N—
I i
BASE
BASE POINT #1
DH7054 (CNPP
2.00N N=2258382.00
E=61 49110.967
SURVEYOR'S NOTES
1. —*— INDICATES FOUND MONUMENTS AS NOTED.
2. ♦ INDICATES NGS COBS STATIONS.
\D)
N� 6 36 24
Nss°�>>,
7
3. INDICATES SET COPPERWELD W/ LS 5529 TAG AS NOTED.
4. ❑ INDICATES SET SET MAG NAIL, FLUSH ON CATCH BASIN AT
RANCHVIEW COURT CUL-DE-SAC.
5. ALL DIMENSIONS ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF.
6. ALL BEARINGS READ IN A NORTHERLY DIRECTION, UNLESS OTHERWISE NOTED.
N THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
BEING A SURVEY OF MOCKINGBIRD CANYON ROAD LYING WITHIN SECTIONS 27, 28, 34 & 35, TOWNSHIP 3 SOUTH,
RANGE 5 WEST AND SECTION 2, TOWNSHIP 4 SOUTH, RANGE 5 WEST, SAN BERNARDINO MERIDIAN
ALBERT A. WEBB ASSOCIATES - CIVIL ENGINEERS
CONTROL NETWORK DIAGRAM
FD. COPPERWELD W/ PUNCH, ILLEGIBLE, DN. 0.35'
PER RS 61/35-37
N=2267181.590
E=621 1023.681
N�
OG�
FLq
1po
N87°25'14°E 68848.18' (GRID)
>> tiro �
-po�
�s
'90 �
�G
2d
7.
ALL
DISTANCES ARE GROUND
DISTANCES.
GRID DISTANCES CAN BE OBTAINED BY
MULTIPLYING
GROUND
DISTANCES BY
A COMBINED
FACTOR OF 0.999940334.
ABBREVIATIONS
8.
()
INDICATES RECORD
OR CALCULATED
DATA
PER RIV. CO. R/W MAP 322-CC,
UNLESS OTHERWISE NOTED.
CB
CATCH BASIN
9.
[ ]
INDICATES
RECORD
DATA
PER
MB
190/16-20.
C/L
CENTERLINE
CENTERLINE
10.
< >
INDICATES
RECORD
DATA
PER
RS
71 /98-101.
FD
FOUNDIP
IRON PIPE
11.
<<
>> INDICATES
RECORD
DATA
PER
RIV.
CO. R/W MAP 786-XX.
MB
N &T
MAP BOOK
NAIL & TAG
NAD
NORTH AMERICAN DATUM
12.
(R1)
INDICATES
RECORD
DATA
PER
MB
1 14/61-65.
NAVD
NORTH AMERICAN VERTICAL DATUM
NGS
NATIONAL GEODETIC SURVEY
13.
(R2)
INDICATES
RECORD
DATA
PER
MB
223/44-48.
PP
PLASTIC PLUG
RS
RECORD OF SURVEY
14.
(R3)
INDICATES
RECORD
DATA
PER
RS
65/70-72.
R/W
RIGHT OF WAY
RIV CO
RIVERSIDE COUNTY
15.
(R4)
INDICATES
RECORD
DATA
PER
RS
61 /35-37.
SFN
SEARCHED FOUND NOTHING
16. SYMBOLS SHOWN ON THE SURVEY ARE NOT DRAFTED TO SCALE.
APRI L, 2024
�6
#1
SET MAC NAIL, FLUSH ON CB
N=2261480.318
E=6217889.394
4'` S�eRq
TF t o
a
W
FD. 1" I W/ PP, I
PER CR 10-0560
N=2253217.743
E=6219936.426
lid
S
Ll
AJ1887 (MLFP)
N=2279468.185
E=6237668.034
GIBLE, FLUSH
SHEET 1 OF 6 SHEETS
RECORDER'S STATEMENT
FILED THIS / til DAY OF _ _f_e0!te ', 2024,
AT v_2' y1P.M. IN BOOK J05- OF RECORDS OF SURVEY,
AT PAGE &--71-, AT THE REQUEST OF THE COUNTY SURVEYOR.
NO.
FEE
PETER ALDANA, ASSESSOR - COUNTY CLERK -RECORDER
---
BY: "_ DEPUTY
EXEMPT RECORDING REQUEST
PER GOVERNMENT CODE 27383
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 RIVERSIDE COUNTY IN APRIL, 2024.
MATTHEW E: WEBB PLS 5529
D ECEM$E'� 4 7.o7.4-
DATE
LANO S�
NEw f. h, �G
J �
NO. 5529
OF CAL\&/
COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION
8766, OF THE Ej3QFESSIONAL LAND SURVEYORS' ACT THIS �D
DAY OF S� - 20 _�_l
---- C.---------f------------
DAVID L. McMILLAN, COUNTY SURVEYOR
PLS 8488
AF9684 (BILL)
N=2154994.979
E=6313564.170
OPAL LAND
Mc,yj�`gs(��L
NO. 8488
\�F OF CAL\EO
RIV. CO. 24-0107
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RS 146/98
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MATCH LINE
766SS2S „
1 GY
FD. 1/2" DIA METAL ROD, FLUSH / iN6SS 0' 43S3g
NO REFERENCE, ACCEPTED AS EC 4
PER RIV. CO. R/W MAP 786-XX
SFN
a ,69
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5�
IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
BEING A SURVEY OF MOCKINGBIRD CANYON ROAD LYING WITHIN SECTIONS 27, 28, 34 & 35, TOWNSHIP 3 SOUTH,
RANGE 5 WEST AND SECTION 2, TOWNSHIP 4 SOUTH, RANGE 5 WEST, SAN BERNARDINO MERIDIAN
ALBERT A. WEBB ASSOCIATES - CIVIL ENGINEERS APRIL, 2024
R=1000.00' (R&M)
A=18'25'00" (A=18'25')
L=321.43' (L=321.43')
SET COPPERWELD W/ PUNCH, LS 5529, FLUSH --'-
PER RIV. CO. R/W MAP 786-XX
P`
MATCH LINE-,,,,,/
COPPERWELD W/ PUNCH, LS 5529, FLUSH
RIV. CO. R/W MAP 786-XX
RANCHO SONADO ROAD
5� L 5 H
c� SET COPPERWELD W/ PUNCH, S 529, FLUS
' PER RIV. CO. R/W MAP 786-XX
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9
SET COPPERWELD W/ PUNCH, LS 5529, FLUSH
0 ti PER RIV. CO. R/W MAP 786-XX
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90 '
NSRo
A
9�94p.
QO/
i
Al
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i
SFN
MATCH LINE
R=1000.00' (R&M)�
L=321.43' (L=321.43')
SET COPPERWELD W/ PUNCH, LS 5529, FLUSH
PER RIV. CO. R/W MAP 786-XX
SECTION 34135 LINE
T.3S., R.5W., S.B.M
34
35
SHEET 4 OF 6 SHEETS
I �-----------------\ ___--_-----_-----
� I
0
I "op oo I
I o oo. I
I N25'43'57"W 0.55'
(N26'14'35"W 0.55' FROM EC R2) \ 0�, � I
I
I SET COPPERWELD W/ PUNCH, LS 5529, FLUSH 1 2 I
I PER RIV. CO. R/W MAP 786-XX 0� I
�; I
oo°9' I
I
I � � I
�,
DETAIL "B"
'o I
SCALE: 1 "=1 ' a�
I \ I
L-----------------------------------r---�
SET COPPERWELD W/ PUNCH, LS 5529, FLUSH
PER RIV. CO. R/W MAP 786-XX
N
E
o,
moo, R' �\
�s s
o N25'43'57"W 0.55'
(N26'14'35"W 0.55' FROM EC R2)
SET COPPERWELD W/ PUNCH, LS 5529, FLUSH
I \ PER RIV. CO. R/W MAP 786-XX
SEE DETAIL "B"
HEREON
s� s�
`�o.
��. 00,
'op� moo
MATCH LINE
/
N25'43'57"W 1.18' FROM EC / N
(N26'14'35"W 1.18' FROM BC PER R2) / 1
SET COPPERWELD W/ PUNCH, LS 5529, FLUSH
PER RIV. CO. R/W MAP 786-XX
RIV. CO. 24-0107
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