rs165_009aoay- c�3848s �
FOUND 3/4" IRON PIPE, FLUSH,
BENT SOUTHEAST, TAG MISSING, X11
ACCEPTED AS SOUTH QUARTER
CORNER OF SECTION 11 PER R3, R4.
ABBREVIATIONS' N89 ° 44 ° 34 w
2642.73
�_OR C/L CENTERLINE (2643.00')R2
CR CORNER RECORD (2643.16:)R3 14
E EAST (2643.08)R4
N NORTH C/L 30TH
PMB PARCEL MAP BOOK
R RECORD OR CALCED FROM RECORD AVENUE �.
RS RECORD OF SURVEY r?,
S SOUTH
W WEST
MONUMENT NOTES:
N
� DENOTES FOUND MONUMENT AS NOTED
N
RECORD DATAOf
()GLO DENOTES RECORD DATA PER GLO PLAT DATED 5/14/1914. �
()R1 DENOTES RECORD DATA PER RS 12/30-32 �
()R2 DENOTES RECORD DATA PER RS 27/46 Y `N
()R3 DENOTES RECORD DATA PER PMB 231/47-52 U�R_-
()R4 DENOTES RECORD DATA PER CR 06-0062 CD ��
()R5 DENOTES RECORD DATA PER CR 14-0402 oI
SURI/EYOR'S NO TE z z
THIS IS A SURVEY OF SECTION 13, TOWNSHIP 4 z
SOUTH, RANGE 7 EAST, SAN BERNARDINO MERIDIAN. �
V) �
ALL SECTION CORNERS AND 1/4 CORNERS WERE FOUND �
J �
AND LEFT AS FOUND. NO CORNERS WERE SET.
THE PURPOSE OF THE SURVEY IS TO RECORD THE U �
PRECISE LOCATIONS OF THE FOUND ORIGINAL STONE rl
MONUMENTS AND REPLACEMENTS THEREOF. co
0
P601 CD
If 7
KYVW ��
�( /`��
_ //[S18_4 350630� GRID�38194
IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY,
SECTION 13, TOWNSHIP 4 SOUTH, RANGE 7 EAST, SAN BERNARDINO MERIDIAN.
BENJAMIN DANIEL EGAN, P.L.S. 8756 - DATE OF SURVEY: 06/13/2024
7
N89 52 30 W 2644.52 ' (N89055'W 2643.63 GLO N89049'12"W 2677.75' (N89055'W 2643.63' GLO
r
-. 4-_.....� _�
13 18
FOUND 3/4" IRON PIPE TAGGED IS 7070"
DOWN 1.0' IN FIELD OF STONES, PER CVWD / / FOUND 20X8OX6 INCH GRANITE STONE MONUMENT DETAIL \
FIELD BOOK W36 44-45 & R4, ACCEPTED AS / / aMONUMENT , SET 15 INCHES IN THE GROUND, / 2.5 \
NW CORNER SECTION 13 T4S R7E SBM. / MARKED / \ W(4) NOTCHES ON SOUTH EDGE, / �
FOUND STONE 1 FOUND /
/ AND (2) NOTCHES ON NORTH EDGE, PER GLO
MONUMENT IN 1 STONE /
1 / FIELD NOTES FOR TOWNSHIP 4 SOUTH, I I /
4 MOUND OF STONE Al:�
MONUMENT
1 RANGE 7 EAST, FILED IN VOLUME 439 BOOK I/
2 PAGE 48 ACCEPTED AS
SECTION CORNER \ //
\ COMMON TO SECTIONS 7 12 13
MONUMENT DETAIL LEFT AS FOUND. MOUND, /
\ WEST OF CORNER
F 41 FOUND 18X12X6 INCH GRANITE STONE,
SET 12 INCHES IN THE GROUND, MARKED
"1/4" ON NORTH FACE, PER GLO FIELD
NOTES FOR TOWNSHIP 4 SOUTH, RANGE 7
EAST, FILED IN VOLUME 439 BOOK 31
PAGE 124, ACCEPTED NORTH 1/4 CORNER
OF SECTION 13, LEFT AS FOUND.
FOUND STONE \
MONUMENT IN
4 MOUND OF STONE 1
I
/ � l
/ MONUMENT DETAIL _„ „
/ \[-22FOUND 16 X12 X6 INCH GRANITE STONE
\ MONUMENT, SET IN THE GROUND, MARKED
"1/4" PER GLO FIELD NOTES FOR TOWNSHIP
4 SOU ,./ TH, RANGE 7 EAST, FILED IN VOLUME
\ 439 BOOK 3, PAGE 123, ACCEPTED AS WEST
1/4 CORNER OF SECTION 13 PER GLO R1
1 � � AND R5
, LEFT AS FOUND.
CD C)z
�-�.. INTERSECTION OF THE CENTERLINE OF
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PUBLIC RESOURCE CODE
GEODETIC CONTROL DIAGRAM-
13
(THIS DIAGRAM PROVIDED FOR COMPLIANCE WITH 2 3 2�i
SECTION 8813.1, 8813.2 AND 8813.3 �t
OF THE PUBLIC RESOURCE CODE) C/L
(CONTROL DIAGRAM NOT TO SCALE)
C)
QD
32ND AVENUE
U l LLUIV KUAU VVIIH I Ht Wt51 LINE 01-
SECTION 13 ESTABLISHED PER TIE TO THE A�
WEST QUARTER CORNER OF SECTION 13 PER Q�v
REFERENCES R 1 AND R2 .
�F,�SF��Fo01. D�
Sy FS
'�'
� 17
9tio F Fs -9
CCS83 ZONE 6 STATE PLANE COORDINATES TABLE - 2017.50 EPOCH
POINT
ID
NORTHING(CCS83)
(US SURVEY FT)
E4STING(CCS83)
(US SURVEY FT)
ELEVATION
(NAV088)
COMBINED
FACTOR
CONVERGENCE
ANGLE
DESCRIPTION OF CONTROL POINT
P600
2,258,684.8292
61573,244.0048
2706.358
0.99987268
0-01-15.44
CORS STATION - P600
KYVW
2,280,352.3985
6,584,909.9265
5021.2883
0.99977204
0-02-31.5.7
CORS STATION - KYVW
P601
2,292, 732.4913
6, 613,153.6069
4182.3599
0.99981843
0-05-35.88
CORS STATION - P601
1
I
2,240, 743. 0424
16p572t671.1060
967. 9823
0. 999948J 1
0-01-11. 67
SW CORNER SEC. 13
F2-]
2,243,381.5540
6,572,669.8471
1081.2652
0.99994395
0-01-11.67
W 1/4 CORNER SEC. 13
[-3]
2,246,025.9281
6,572,664.7999
1214.1040
0.99993868
0-01-11.64
NW CORNER SEC. 13
4
2,246,020.1650
61575,309.1827
1398.7721
0.99992983
0-01-28.87
N 1/4 CORNER SEC. 13
5
2,246,011.7591
6,577,986.7839
1596.J47010.99992037
0-01-46.3'1
NE CORNER SEC. 13
[6-1
2,243,373.0045
6,577,974.3180
1254.2791
0.99993566
0-01-46.22
E 1/4 CORNER SEC. 13
7
2,2401728.3032
6,577,981.5165
944.6181
0.99994941
0-01-46.26
SE CORNER SEC. 13
[_§j-F2y
240, 739.5927 16,575y
311.6579
930.0394
0.99995012
0- 01-28.8
S 114 CORNER SEC. 13
7, , 1/1 sy I NTERSECT I ON OF THE CENTERL T Nip, np,
CON VERGENCE AN �'� '0 DILLON ROAD WITH THE E GLE � ��, SOUTH
A T MONUMENT 0 ���, o 'p OF SECTION 13 ESTABLISHED PI
_ +00 °01 ' 11.67" TO THE SOUTH QUARTER CORNER
COMBINED FACTOR SECTION 13 PER REFERENCE R 1
o A T MONUMENT 1 ��o
= 0.99994831 `17
00
] FOUND 3/4 IRON PIPE, TAG ,
Boa
MISSING, UP 0.2' FEET, PER R5 60
ACCEPTED AS SW CORNER SECTION
13, T4S, R7E, SBM
2333.79' �2334.62')Rl _
N89055'31"W 2640.69 7N89049)W-- 2643.30' GLO
(N89048'W 2641.52')R1
o�
o�
(306. 90')
t R1<'
..306.90'_
F-6 FOUND 24X1OX18 INCH GRANITE STONE
MONUMENT, SET 18 INCHES IN THE
GROUND, MARKED "1/4" PER GLO FIELD
NOTES FOR TOWNSHIP 4 SOUTH, RANGE 7
EAST, FILED IN VOLUME 439 BOOK 21
PAGE 47, ACCEPTED AS EAST 1/4
CORNER OF SECTION 13, LEFT AS FOUND.
I LJ . .J i VI `IIL IVIVVI VV , /
WEST OF CORNER
FOUND 18X6X6 INCH GRANITE STONE FOUND 24X1OX12 INCH GRANITE STONE
a a
MONUMENT, SET 14 INCHES IN THE MONUMENT, SET 18 INCHES IN THE
GROUND, MARKED "1/4" ON NORTH FACE GROUND, MARKED (3) NOTCHES ON NORTH
PER GLO FIELD NOTES FOR TOWNSHIP 4 AND SOUTH EDGES PER GLO FIELD NOTES
SOUTH, RANGE 7 EAST, FILED IN FOR TOWNSHIP 4 SOUTH, RANGE 7 EAST,
VOLUME 439 BOOK 3, PAGE 123, FILED IN VOLUME 439 BOOK 2, PAGE 47,
ACCEPTED AS CORNER, LEFT AS FOUND. ACCEPTED AS CORNER, LEFT AS FOUND.
1-1***- ` \ ---� -`
1� 11.0, __
/ MONUMENT DETAIL \ MONUMENT DETAIL
2.5 \ � 2.5 \
FOUND FOUND \
/ / 1
STONE STONE
7 l 4 MONUMENT , = MONUMENT
\ FD. STONE MOUND, / - \ FD. STONE \ \ �, MOUND, /
NORTH OF CORNER / WEST OF CORNER
i
0
CD
0
N
0
'N
m
00
N
W
O
0
Z
I
RECORDER'S STATEMENT sr+Eer i of i SHEET
FILED THIS .L� DAY OF DelcevOIiw Yo- 20�, AT QN8 f.M.
IN BOOK A65 OF RECORDS OF SURVEY, AT PAGE �, AT THE
REQUEST OF THE COUNTY SURVEYOR.
N0: ese�.�"�.D I
FEE: �9
PETER ALDANA,
ASSESSOR -COUNTY CLERK -RECORDER
SURI/EYOR'S STATEMENT
LA N�
THIS MAP CORRECTLY REPRESENTS A SURVEY
o�p�
s
MADE BY ME OR UNDER MY DIRECTION IN
CONFORMANCE WITH THE REQUIREMENTS OF
�
m
9
0
THE PROFESSIONAL LAND SURVEYORS' ACT
p,
NO.
8756AT
THE REQUEST OF MATTHEW JOHNSON IN�
JUNE , 2024.
9rF
4F
ly
CA1.�F���
BENJAMIN DANIEL ELAN DATE:
P.L.S. 8756
COUNTY SUR VE YOR ** S S TA TEMEN To
�p� LAND
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE yS�1.. MCM� spy
WITH SECTION 8766 OF THE WSIONALLANQ-SURVEYORS' ACT THIS DAY OF
v EG 2024. a NO. 8488 ) o
Q
OF CA1.�F����
DAVID L. MCMILLAN, COUNTY SURVEYOR
LS 8488
DATUM STATEMENT
COORDINATES SHOWN HEREON ARE ARE IN TERMS OF THE CALIFORNIA
COORDINATE SYSTEM (CCS83), ZONE VI, (EPOCH 2O17.50), BASED LOCALLY
� UPON THE FOLLOWING CONTINUOUS GPS CONTROL STATIONS AS PUBLISHED
� BY THE SCRIPPS ORBIT AND PERMANENT ARRAY CENTER (SOPAC) AND THE
� CALIFORNIA SPATIAL REFERENCE CENTER(CSRC):
CD
0
QO
0
t
' 00
ml
cc N -
O
N
o
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N \ / 7 \ ,
8
j N89 45 28 W 2670.02 7N89049)W 2643.30 GLO \
400 200 0 400 800 -- 24 19
1200 _
P600 N. 22258,684.8292 E. 61573,244.0048
KYVW N. 21280,352.3985 E. 615849909.9265
P601 N. 29292,732.4913 E. 61613,153.6069
THE PUBLISHED CSRC 2-SIGMA VALUES FOR STATIONS P600, KYVW AND P601
INDICATE THAT ALL THREE STATIONS CONFORM TO FGDC ACCURACY
CLASSIFICATION OF 5-MILLIMETER AT THE 95% CONFIDENCE LEVEL.
COORDINATES SHOWN HEREON WERE DERIVED UTILIZING A COMBINATION OF
STATIC AND FAST STATIC GPS PROCEDURES. ACCURACY OF THE EPOCH
2017.50 COORDINATES SHOWN HEREON MEET FGDC ACCURACY CLASSIFICATION
2-CENTIMETER AT 95% CONFIDENCE LEVEL.
COORDINATES SHOWN HEREON ARE EXPRESSED IN TERMS OF THE US SURVEY
FOOT AS DEFINED IN SECTION 8810 OF THE PUBLIC RESOURCES CODE. (ONE
FOOT= 1200/3937 METERS).
UNLESS OTHERWISE NOTED, ALL BEARINGS AND DISTANCES SHOWN HEREON
ARE IN GROUND.
CALCULATIONS FROM GRID TO GROUND VALUES AND THE CONVERGENCE ANGLE
FOR THIS SURVEY WERE MADE AT POINT NUMBER ❑1 WITH COORDINATES OF N.
2 , 240, 743.0424, E. 69572,671.1060 , USING AN ELEVATION OF 967.9823
FEET (NAVD88). THE CONVERGENCE ANGLE IS +00001 111.6711
11.67" . TO CONVERT
GRID INVERSE DISTANCES SHOWN HEREON TO GROUND DISTANCES, DIVIDE
GRID DISTANCES BY A COMBINED FACTOR OF 0.99994831 TO OBTAIN GROUND
DISTANCES.
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS SURVEY ARE BASED ON THE CALIFORNIA
COORDINATE SYSTEM (CCS83), ZONE VI, (2017.50 EPOCH) AS PER GRID
INVERSE CALCULATIONS BETWEEN CONTINUOSLY OPERATING REFERENCE
(C.O.R.S.) STATIONS P600 AND KYVW PER PUBLISHED VALUES PROVIDED BY
THE SCRIPPS ORBIT AND PERMANENT ARRAY CENTER (S.O.P.A.C.), BEING:
NORTH 28'017'53.64" EAST
SCALE: i"=aoo' SECTION 13, T.4S., R.7E., S.B.M. RI V. CO. 24-0143