rs160_038-044.04
COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION QZ66 Q66OF THE
PROFESSIONAL LAND SURVEYORS' ACT THIS _�0- DAY OF a , 2021
DAVID I. MCMILLAN, COUNTY SURVEYOR
P.L.S. 8488
EXPIRES: DECEMBER 31, 202:4•
V'V l.rp
Gr'LAL
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 THE METROPOLITAN WATER
DISTRICT OF SOUTHERN CALIFORNIA IN NOVEMBER. 2016.
LAG
Ypy� �'�L
OBERT D. YOU HAN, P.L.S. 9,369 a
EXPIRES: SEPTEMBER 30.2023
,k S930 *.
s' ase
W."
PURPOSE OF SURVEY
THE PURPOSE OF THIS SURVEY IS TO LOCATE AND MONUMENT THE BOUNDARY
OF METROPOLITAN WATER DISTRICTS EASEMENT ALONG EAGLE MOUNTAIN ROAD
ACQUIRED FROM THE BLM PER 1976 ACT AS SHOWN ON MWD PARCELS R128-1-1,
R128-2-1. R128-2-3, R128-3-1, R128-3-3, R128-4-1. R128-4-3 AND R128-4-7, PER
EXHIBIT P-3, FILED UNDER THE PROVISIONS OF THE ACT OF CONGRESS, SERIAL
NO. CACA-31926, APPROVED DECEMBER 9, 1998.
SUR VE Y NO TES
THE BASIS OF BEARINGS FOR THIS RECORD OF SURVEY IS THE CALIFORNIA
COORDINATE SYSTEM, NAD83, ZONE 6 (2011.00 EPOCH), AS DETERMINED
LOCALLY BY A LINE BETWEEN STATIONS "HNPS" AND "P511" AS PER
CSRC DATA, BEING N560 51'15.7"E.
DISTANCES SHOWN HEREON ARE GROUND DISTANCES. GRID DISTANCES MAY
BE OBTAINED BY MULTIPLYING GROUND DISTANCES BY A COMBINATION
FACTOR OF 0.99994972 CALCULATED AT STATION "2393'°.
2393:
STATION ELEVATION: 893.09'
LONGITUDE: 1150 48'05.401500"
LATITUDE: 330 27'15.297923"
NOTES:
1. FOR MAP REFERENCES SEE SHEET 7.
2. FOR MONUMENT DESCRIPTIONS SEE SHEET 6.
3. FOR CURVE AND LINE TABLES SEE SHEET 6.
0 INDICATES SET 1-1/2" IRON PIPE WITH TAG.
STAMPED "MWD LS 9369". 2" ABOVE GROUND
SURFACE, UNLESS OTHERWISE NOTED.
0 INDICATES FOUND MONUMENT AS DESCRIBED.
A INDICATES CPS REFERENCE STATION.
CONTROL DIAGRAM
SHEET INDEX s13101?-111
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1 ,
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1 165 `� I
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SECTION 19
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R-.R 177 / 7 -IS (PtS)
P511
N-2267681.257
E-6851175.347
r
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61955 9?" "" O�� %' •'�1 G���
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60 N-2213533.952
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14
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(57,
CALTRANS MONI
5
5;,5N88° 59'32.1'_ _ _
HNPS E - _ _ _ _ 1 204 / 508-509 (R4
`A r_ (51310.183' GRID)
N-2200703.744 51312.736' 240
E-6748610.749
RSV CO 18120
IN THE UNINCORPORATED TERRITORY, COUNTY OF RIVERSIDE. STATE OF CALIFORNIA
SHEET 1 OF 7 SHEETS
RECORD OF SURVEY
BEING A SURVEY OF EAGLE MOUNTAIN ROAD LYING IN SECTIONS 30 AND 31
OF TOWNSHIP 4 SOUTH, RANGE 15 EAST. SAN BERNARDINO BASE AND MERIDIAN
AND SECTIONS
6,7.18,19 AND 30 OF TOWNSHIP 5 SOUTH, RANGE 15 EAST, SAN BERNARDINO BASE AND MERIDIAN
EXEMPT RECORDING REQUEST
PER GOVERNMENT CODE 27383
THE METROPOLITAN WATER DISTRICT OF SOUTHERN
CALIFORNIA
DA TES OF SUR VE Y APRIL, 2017 - OC T OBER, 2022
z--
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ROGER T D. YOUNA THAN, P.L . S. 9369
i
RECORDER'S S TA TEMEN
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CONVERGENCE
AT M. IN BOOK
OF RECORDS
ANGLE: 000 26'17.89"
OF SURVEY. AT PAGE M r
. AT THE REQUEST
OF TH COUNTY SURVEYOR
16;
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0 2200 4400
FEE: NO.
:3. 00467 A9
PETER ALDANA, ASSESSOR -
COUNTY CLERK - RECORDER
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BY:
•
.DEPUTY
COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION QZ66 Q66OF THE
PROFESSIONAL LAND SURVEYORS' ACT THIS _�0- DAY OF a , 2021
DAVID I. MCMILLAN, COUNTY SURVEYOR
P.L.S. 8488
EXPIRES: DECEMBER 31, 202:4•
V'V l.rp
Gr'LAL
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 THE METROPOLITAN WATER
DISTRICT OF SOUTHERN CALIFORNIA IN NOVEMBER. 2016.
LAG
Ypy� �'�L
OBERT D. YOU HAN, P.L.S. 9,369 a
EXPIRES: SEPTEMBER 30.2023
,k S930 *.
s' ase
W."
PURPOSE OF SURVEY
THE PURPOSE OF THIS SURVEY IS TO LOCATE AND MONUMENT THE BOUNDARY
OF METROPOLITAN WATER DISTRICTS EASEMENT ALONG EAGLE MOUNTAIN ROAD
ACQUIRED FROM THE BLM PER 1976 ACT AS SHOWN ON MWD PARCELS R128-1-1,
R128-2-1. R128-2-3, R128-3-1, R128-3-3, R128-4-1. R128-4-3 AND R128-4-7, PER
EXHIBIT P-3, FILED UNDER THE PROVISIONS OF THE ACT OF CONGRESS, SERIAL
NO. CACA-31926, APPROVED DECEMBER 9, 1998.
SUR VE Y NO TES
THE BASIS OF BEARINGS FOR THIS RECORD OF SURVEY IS THE CALIFORNIA
COORDINATE SYSTEM, NAD83, ZONE 6 (2011.00 EPOCH), AS DETERMINED
LOCALLY BY A LINE BETWEEN STATIONS "HNPS" AND "P511" AS PER
CSRC DATA, BEING N560 51'15.7"E.
DISTANCES SHOWN HEREON ARE GROUND DISTANCES. GRID DISTANCES MAY
BE OBTAINED BY MULTIPLYING GROUND DISTANCES BY A COMBINATION
FACTOR OF 0.99994972 CALCULATED AT STATION "2393'°.
2393:
STATION ELEVATION: 893.09'
LONGITUDE: 1150 48'05.401500"
LATITUDE: 330 27'15.297923"
NOTES:
1. FOR MAP REFERENCES SEE SHEET 7.
2. FOR MONUMENT DESCRIPTIONS SEE SHEET 6.
3. FOR CURVE AND LINE TABLES SEE SHEET 6.
0 INDICATES SET 1-1/2" IRON PIPE WITH TAG.
STAMPED "MWD LS 9369". 2" ABOVE GROUND
SURFACE, UNLESS OTHERWISE NOTED.
0 INDICATES FOUND MONUMENT AS DESCRIBED.
A INDICATES CPS REFERENCE STATION.
CONTROL DIAGRAM
SHEET INDEX s13101?-111
------------------------------R=--� -----�
1 ,
�1 2393 �
1 165 `� I
I R5.1 '
1 '
1 '
1 '
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SECTION 19
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'-----------------------------
R-.R 177 / 7 -IS (PtS)
P511
N-2267681.257
E-6851175.347
r
r-' I
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61955 9?" "" O�� %' •'�1 G���
X
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60 N-2213533.952
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- r
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14
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(57,
CALTRANS MONI
5
5;,5N88° 59'32.1'_ _ _
HNPS E - _ _ _ _ 1 204 / 508-509 (R4
`A r_ (51310.183' GRID)
N-2200703.744 51312.736' 240
E-6748610.749
RSV CO 18120
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ANGLE: 000 26,17.89"
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0 600 1200
_ _ _
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SCALE V -600 -
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F0. 2" IP WITH BLM :9
BRASS CAP MONUMENT.
STAMPED, DOWN 6". PER R5
ACCEPTED AS S.W. COR.
OF SEC. 19. T5S. R15E -1
T5S -s
R14E R15E
S24 S19
S25 S30
\ 1954 /
TO HNPS
(51310.183' GRID)
51312.736'
-•�•— N88° 59'32.1"E -�---•
------------------------
FD. 2" IP WITH BLM
BRASS CAP MONUMENT,
STAMPED, DOWN 6".
PER R5 ACCEPTED AS
W.1/4 COR. OF
SEC. 30 T5S, R15E
!/4
S251 S30
,.-1954-,,
SEE DETAIL "B"
SHEET 7 r
SEE DETAIL "I" j
SHEET 7 N
I 206 L39 I
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IN THE UNINCORPORATED TERRITORY. COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
BEING A SURVEY OF EAGLE MOUNTAIN ROAD LYING IN SECTIONS 30 AND 31
OF TOWNSHIP 4 SOUTH, RANGE 15 EAST. SAN BERNARDINO BASE AND MERIDIAN AND SECTIONS
6,7.18,19 AND 30 OF TOWNSHIP 5 SOUTH, RANGE 15 EAST, SAN BERNARDINO BASE AND MERIDIAN
THE METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA
DA TES OF SUR VE Y: APRIL, 2017 - OC T OBER, 2022
ROGER T 0. YOUNA THAN, P. L. S. 9369
L40 I
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DETAIL F
SEE SHEET 3
'i EAGLE
MOUNTAIN ROAD
SEE DETAIL "F" I
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DETAIL "A"
N.T.S.
212 N15° 29'45"W
(268.60'R4)-
268.68*
268.60'R4)-
268.68'
225 i
--L42
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214136,)�R4�
SEE DETAIL "G"
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RIV CO 18120
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DETAIL F
SEE SHEET 3
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DETAIL "A"
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RIV CO 18120
0" T5S
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STAMPED:. FLUSH, PER R6
ACCEPTED AS S.W. COR.
OF SEC. 7. T5S. R15E —
L36
F0. 1 1/2" IP WITH ----'o
BRASS TAG. STAMPED:
"MWD LS6599" PER
R6. DOWN 8".
F0. 2" IP WITH BLM ---
BRASS CAP MONUMENT,
STAMPED, DOWN 8".
PER R6 ACCEPTED AS
W.1/4 COR. OF
SEC. 18. T5S, R15E
1/4
S131 S18
1954
114E5R15E
S13 S18
S24 S19
1954
FD. 2" IP WITH BLM
BRASS CAP MONUMENT.
STAMPED:. FLUSH, PER R6
ACCEPTED AS S.W. COR.
OF SEC. 18. T5S, R15E
/ !0004'4
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K 1954 ,
FD. 2" IP WITH BLM
BRASS CAP MONUMENT,
STAMPED:, DOWN 3".
PER R6 ACCEPTED AS
W.1/4 COR. OF
SEC. 19, T5S, R15E
SEE SHEET 2
FOR MONUMENT
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IN THE UNINCORPORATED TERRITORY, COUNTY OF RIVERSIDE. STATE OF CALIFORNIA
RECORD OF SURVEY
BEING A SURVEY OF EAGLE MOUNTAIN ROAD LYING IN SECTIONS 30 AND 31
OF TOWNSHIP 4 SOUTH, RANGE 15 EAST, SAN BERNARDINO BASE AND MERIDIAN AND SECTIONS
6,7.18,19 AND 30 OF TOWNSHIP 5 SOUTH, RANGE 15 EAST, SAN BERNARDINO BASE AND MERIDIAN
THE METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA
DA TES OF SUR VE Y: APRIL, 2017 - OC TOBER, 2022
ROGER T D. YOUNA THAN, P. L. S. 9369
SEE SHEET 4
N880 26'55"E
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ACCEPTED AS S. 1 /4 COR.
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N89° 17'27"E 2810.87' (2772.00' R3)
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ANGLE: 000 26' 17.89"
0 600 1200
SCALE 1"-600'
FD. 1" IP WITH PLASTIC PLUG,
STAMPED"LS 5346"
PER CR 06-0309. UP 2".
ACCEPTED AS S.E. COR.
SEC. 7 T5S. R15E.
703.16'
( 703.16' D1)
FD. 1 1/2" IP WITH BRASS TAG,
STAMPED"MWD LS6599"
PER R6, FLUSH. USED FOR LINE
ONLY.
FD. 1 1/2" IP WITH BRASS TAG,
STAMPED:"MWD LS6599"
PER R6. FLUSH, USED FOR LINE
ONLY.
i SEARCHED, FOUND NOTHING
I
18
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(EXAGGERATEDEFOR7CLARITY) '� 19 ;
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1
1
P.O.L.
1
19 ' SEARCHED, FOUND NOTHING
I
0
0 30
ui '
N '
M
N
RIV CO 18120
D
0
N
TSS R15E
Cr
7J -1Z
CONVERGENCE
ANGLE: 000 26,17.89"
0 600 1200
SCALE 1"-600'
/T4S R14EN
S36
S1 I S6
R14E R15E
IN THE UNINCORPORATED TERRITORY, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
BEING A SURVEY OF EAGLE MOUNTAIN ROAD LYING IN SECTIONS 30 AND 31
OF TOWNSHIP 4 SOUTH, RANGE 15 EAST, SAN BERNARDINO BASE AND MERIDIAN AND SECTIONS
6.7.18.19 AND 30 OF TOWNSHIP 5 SOUTH. RANGE 15 EAST. SAN BERNARDINO BASE AND MERIDIAN
THE METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA
DATES OF SURVEY= APRIL, 2017 - OCTOBER, 2022
ROBERT D. YOUNA THAN, P. L. S. 9369
FD. BRASS SCREW AND TAG —
STAMPED: "LS4212".
SET IN ROCK MOUND. PER R7.
ACCEPTED AS LINE POINT
PER R12.
FD. 2" IP WITH BLM
BRASS CAP MONUMENT,
STAMPED:. UP 4". PER R7
ACCEPTED AS N.W. COR.
OF SEC, 6. T5S. R15E
z
0
0
O
00
c;+
� T5S
R14E R15E
S1 S6
S12 S7
FD. 2" IP WITH BLM
BRASS CAP MONUMENT,
STAMPED:. UP 2". PER R6
ACCEPTED AS S.W. COR.
OF SEC. 6, T5S. R15E
/JS7
to
;0
0
So
FD. 2" IP WITH BLM+
BRASS CAP MONUMENT.
STAMPED:. DOWN 14".
PER R6 ACCEPTED AS
W.1/4 COR. OF
SEC. 7. T5S. R15E
SEE SHEET 3
FOR MONUMENT
DESCRIPTION --
N
NZ
N O
V •
N p
O cp
N �
00
T
D
D
7
(1820.25'R7)
N880 271159'E 1820
FD. 2" IP WITH BLM
BRASS CAP MONUMENT.
UP 4". PER R7
ACCEPTED AS S.W. COR.
OF SEC. 31. T5S. R15E
R14E4R15E
S361 S31
S6
T5S R15E
""-�i954
SEE SHEET 5
o ♦•
GAG •♦• < <�,
23'04"E
21' (822.36' R8)
N880 48'22"E 2639.31' l
(2637.36'R8)
FD. ROCK MOUND AND
RANGE POLE.ACCEPTED AS
N.'/4 COR. SEC. 6 T5S. R15E.
PER R8. SET 2" IP AND
BRASS CAP STAMPED:
T4S R15E
S31
c1/4 S6
T5S R15E
FD. 1" IP WITH PLASTIC PLUG.
PER CR 06-0308. UP 4".
ACCEPTED AS S. 1 /4 COR.
SEC. 6 T5S. R15E.-------.,
N890 49'13"E 2647.45'(2772'R3)
1
40.01' 40.01' N890 38'53"E
1
505.
27' R1)
a u
DETAIL M
N.T.S.
DETAIL "D" --a
SEE SHEET 7
_S89' 28'21"E
(RAD.)
E EAGLE MOUNTAIN ROAD
11
I
I
N
mi
It I
N
4 0' I
1
I
1
/ oe1
N890 38'53"E 2651.52'(2640'R3) I
I
SEE DETAIL "M"
POINT ON LINE (P.O.L.)
I
i
7 N88° 26'55"E 5433,58'(5398.80' R3)
I
18 SEE SHEET 3
io
et OA
N et
IN .v
1 W
IN
••E
SHEET 4 OF 7 SHEETS
�45 R
15E
S31 S32 1 z
S5
0
O
TSS R15E
1954
w�
FD. 2" IP WITH BLM
BRASS CAP MONUMENT.
��
T P �. UP 6". PER R8
�N
ACCEPT AS S.E. COR.
00�
OF SEC. 31. T4S. R15E
"v
w
v
(1947.66' R8)
N890 02'47"E 1949.83'
P.O.L.
40#
0
00
o+
0
u+
.O.L. 0
bo
7
I�
w
FD. 2" IP WITH BLM
BRASS CAP MONUMENT.
STAMPED:, UP 6". PER R8
ACCEPTED AS N.E. COR.
OF SEC. 6. T5S. R15E
OrT4S R15E`
S31
S6 IS5
T5S R15E
FD. STONE MOUND. PER R3
AND MWDFB 1692A/4.
ACCEPTED AS S.E. COR.
SEC. 6 T5S. R15E.
SET 2'IP AND BRASS CAP
STAMPED:�.�
T5S R15E
S6 S5
S7 S8
LS 9369
7'
t7' R1)
SEE SHEET 3
FOR MONUMENT
DESCRIPTION
RIV CO 18120
ce
CONVERGENCE
ANGLE: 000 26,17.89"
0 600 1200
SCALE 1"=600'
-•-- N89° 13'34"E
-�-- 664.91' -�'
I
40.01' 40.01'
I
DETAIL Ifill
N. T. S.
T4S T4S
R14E S30
S25 S31
R15E
1956
FD. 2" IP WITH BLM BRASS
CAP MONUMENT,
STAMP UP 6". PER R7
ACCEPTED AS S.W. COR. OF
SEC. 30. T4S. R15E
FD. 2" IP WITH BLM BRASS
CAP MONUMENT.
STAMPEQ-, UP 8 PER R11
ACCEPTED AS S.E. COR. OF
SEC. 25. T4S. R14E
nT4ST4S
jjy4S,31
FD. 2" IP WITH BLM BRASS CAP—
UP 12". PER
ACCEPTED W1/4 COR. SEC.
31. T4S. R15E
FD, BRASS SCREW AND TAG -
STAMPED: "LS4212".
SET IN ROCK MOUND, PER R7.
ACCEPTED AS LINE POINT
PER R7,
/T4S R14E's
_ S36
I S6
R14E R15E
FD. 2" IP WITH BLM
BRASS CAP MONUMENT,
ST6WeE1a:. UP 4". PER R7
ACCEPTED AS N.W. COR.
OF SEC. 6. T5S. R15E
(1820.25'R7)
IN THE UNINCORPORATED TERRITORY, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD AIF SURVEY
BEING A SURVEY OF EAGLE MOUNTAIN ROAD LYING IN SECTIONS 30 AND 31
OF TOWNSHIP 4 SOUTH. RANGE 15 EAST, SAN BERNARDINO BASE AND MERIDIAN AND SECTIONS
6.7.18.19 AND 30 OF TOWNSHIP 5 SOUTH. RANGE 15 EAST. SAN BERNARDINO BASE AND MERIDIAN
THE METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA
DATES OF SUR VE Y: APRIL, 2017 - OCTOBER, 2022
ROGER T D. YOUNA THAN, P. L. S. 9369
/T4S R15E
%4, S 19
S 30
1983
�S 43i
2637.90' —�
1892.97'---P--
A
n
t0
N_
n
to
di
We
co
N
3
N
co
N
°
0
0
Z
°
r
0cp O
Co. '':t�
:0
ac N89° 23'04"E v'
N88
&I
SEE SHEET 4
fi
FD. 2" IP WITH BLM
.. BRASS CAP MONUMENT,
to STAMPED:. UP 4", PER R7
3 c ACCEPTED AS S.W. COR.
. N OF SEC. 31, T5S. R15E
ao
CD
R14E R15E
`Ln
S36 S31
tn
Z S6
°b T5S R15E
1954
821.22-
(822.36'R8)
FD. 2" IP WITH BRASS CAP
MONUMENT.
STAMPED:. UP 4", PER R10
ACCEPTED AS N1/4 COR.
SEC. 30. T4S, R15E
FD. 2" IP WITH BLM BRASS
CAP MONUMENT,
�4 S30 q p qPg 1W1%4 EGOR,
SEC. 30, T4S. R15E
1956
'34"E 2
FD. BRASS SCREW AND TAG -
STAMPED: "LS4212".
ACCEET PTED CAS SO'ADECOR. PER R7,
SEC. 30, T4S. R15E.
DETAIL "H"
Co
O
SEE SHEET
7
N88°
5817"E 2640.07' (2640.07' R7) -■•---
z
13
7'1320.00' -�--
S30IS29
0
0:
1984
((1930.54' Dl))
lS 4339
ao
j
FD.2"IP WITH BRASS TAG
to
N
OF SEC. 6, 75S. R15E
STAMPED: "MWD LS4339"
j
PER R10, UP 6"
T4S R15E
j
ACCEPTED AS 1/16TH COR.
I
SEC. 19. T4S. R14E
N
T5S R15E
40'
to
M
40'
10N
1954
Ln
I
t-
^ N (
•
N
to
colo
O
O
M N
N
d0
l
o
Z
M
N
to I
I
M
SEE DETAIL "J"
to
to I
I.."Z
cvan
N89° 13'34"E 2637,90'
1892.97' -'
•
to
to
tn
to
tn
N
Ii. EAGLE MOUNTAIN ROAD
DETAIL "E"
SEE SHEET 7
SHEET 5 OF 7 SHEETS
P511
CN
�h
2393
z FD. 2" IP WITH BRASS CAP
am MONUMENT,
00
STAMPED.PER R7, FLUSH
PTED AS COR. COMMON
N qi
19,20.29.30.
01
O�
co
to
N
co
0
0
z
-"'-FD. 2" IP WITH BRASS CAP
MONUMENT.
.' FLUSH, PER R9
PTE
D AS E1/4 COR,
4J \ SEC. 30. T4S. R15E
r
Co
O
o
T4S R15E
z
Y4
..
S30IS29
0
0:
1984
cm
lS 4339
ao
CO
t.
to
N
OF SEC. 6, 75S. R15E
� I '
(2775.94'R7)
N880 56'39"E 2775.93' I - - - - S890 45'30"E 2635.68'
S89° 47'54"E �` (2640.00' R2)
_ FD. 2" IP WITH BRASS CAP
137.17' ' RAO.) r V MONUMENT.
C12 . — — — 7NS4
MPE. FLUSH,PER R9
EPTED AS N.E. COR.
co. 31, T4S. R15E
Q:
SNio
sco T4S R15E
S30 S29
q- ti% mS31 S32
OD1984���C ,�3
eLACR* •��tiryryj/ryryry � N
tn
LARGE PALO VERDE TREE // N
MONUMENT SET AT I Cav o
CENTERLINE OF EAGLE / z
MOUNTAIN ROAD. j
j �NsO•? FD. 2" IP WITH BLM
BRASS CAP MONUMENT,
TAP ".UP 18". PER R8
j A C D AS E 1/4 COR,
j 0 OF SEC. 31. T4S. R15E
ccu
I io
14 C9N
i
^ S31 S32
�. tn
1954
FD. ROCK MOUND AND `• N
RANGE POLE.ACCEPTED AS 3
N.'/4 COR. SEC. 6 T5S. R15E. � o
PER R8. SET 2" IP AND •�. < <a 0
BRASS CAP STAMPED
nT4SRZE�
� z
21.22'
(822.36' R8)
�O
�G
° 48'22"E 2639.31-
(2637.36'R8)
639.31'(2637.36'R8)
DETAIL "D" --
SEE SHEET 7
Cs -6
I� 0
40'
FD. 2" IP WITH BLM
BRASS CAP MONUMENT,
STAMPED:. UP 6". PER R8
ACCEPTED AS S.E. COR.
OF SEC. 31, T4S, R15E
T4S 815E
S31 S32
S5
T5S R15E
1954
RIV CO 18120
N890 02'47"E 1949.83-
949.83'(1947.66'R8)
(1947.66'R8)
FD. 2" IP WITH BLM
..
BRASS CAP MONUMENT,
z
STAMPED:, UP 6". PER R8
ACCEPTED AS N.E. COR.
3
OF SEC. 6, 75S. R15E
N
in
o
T4S R15E
S31
S61 S5
t°
z
T5S R15E
sc
M
1954
Ln
FD. 2" IP WITH BLM
BRASS CAP MONUMENT,
STAMPED:. UP 6". PER R8
ACCEPTED AS S.E. COR.
OF SEC. 31, T4S, R15E
T4S 815E
S31 S32
S5
T5S R15E
1954
RIV CO 18120
J Q
Co
ai
40
•y, nd
AID
IN THE UNINCORPORATED TERRITORY. COUNTY OF RIVERSIDE. STATE OF CALIFORNIA
RECORD OF SURVEY
BEING A SURVEY OF EAGLE MOUNTAIN ROAD LYING IN SECTIONS 30 AND 31
OF TOWNSHIP 4 SOUTH, RANGE 15 EAST. SAN BERNARDINO BASE AND MERIDIAN AND SECTIONS
6.7,18.19 AND 30 OF TOWNSHIP 5 SOUTH, RANGE 15 EAST. SAN BERNARDINO BASE AND MERIDIAN
THE METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA
DA TES OF SUR VE Y= APRIL, 2017 - OC TOBER, 2022
ROBER T D. YOUNA THAN, P. L . S. 9369
MONUMENT DESCRIPTIONS
201 FD. 1" IP WITH TAG STAMPED "DIV. HIWAYS" REF. R4. FLUSH. HELD AS CAL TRANS R/W COR.
202 F0. 1" IP WITH TAG STAMPED "DIV. HIWAYS" REF. R4. UP 4% HELD AS CAL TRANS R/W COR.
203 FD. 1" IP WITH TAG STAMPED "DIV. HIWAYS" REF. R4. FLUSH. HELD AS CAL TRANS R/W COR.
SHEET 6 OF 7 SHEETS
204
FD.
1"
IP
WITH
TAC
STAMPED "DIV.
HIWAYS"
REF.
R4. FLUSH. HELD AS CAL TRANS
R/W COR.
95.77'
205
FD.
1"
IP
WITH
TAG
STAMPED "DIV.
HIWAYS"
REF.
R4. FLUSH. HELD AS CAL TRANS
R/W COR.
(189.24'R4)
206
FD.
1"
IP
WITH
TAG
STAMPED "DIV.
HIWAYS"
REF.
R4, FLUSH. HELD AS CAL TRANS
R/W COR.
26°41'00"
207
FD.
1"
IP
WITH
TAG
STAMPED "DIV.
HIWAYS"
REF.
R4. FLUSH. HELD AS CAL TRANS
R/W COR.
(500.00'R4)
208
FD.
1"
IP
WITH
TAG
STAMPED "DIV.
HIWAYS"
REF.
R4. FLUSH. HELD AS CAL TRANS
R/W COR.
209
FD.
1"
IP
WITH
TAG
STAMPED "DIV.
HIWAYS"
REF.
R4. FLUSH. HELD AS CAL TRANS
R/W COR.
(100.00'
210
FD.
1"
IP
WITH
TAG
STAMPED "DIV.
HIWAYS"
REF.
R4. FLUSH. HELD AS CAL TRANS
R/W COR.
262.76'
F2111
F0.
1"
IP
WITH
TAG
STAMPED "DIV.
HIWAYS"
REF.
R4. FLUSH. HELD AS CAL TRANS
R/W COR.
212
FD.
1"
IP
WITH
TAG
STAMPED "DIV.
HIWAYS"
REF.
R4. FLUSH. HELD AS CAL TRANS
R/W COR.
N74°30'15"E
213
FD.
1"
IP
WITH
TAG
STAMPED "DIV.
HIWAYS"
REF.
R4. DOWN 2". HELD AS CAL TRANS R/W COR.
2-i -41
FD.
1"
IP
WITH
TAG
STAMPED "DIV.
HIWAYS"
REF.
R4. DOWN 2". HELD AS CAL TRANS R/W COR.
215
F0.
1"
IP
WITH
TAG
STAMPED "DIV.
HIWAYS"
REF.
R4. UP 4% ACCEPTED AS POINT
ON LINE
Of SEC 30 AND PROJECTION OF CAL TRANS R/W.
216
F0,
1
1/2"
IP
WITH
TAG STAMPED "STATE
OF
CALIFORNIA
DIVISION OF HIGHWAYS 90% REF.
R4. FLUSH. ACCEPTED AS TRAVERSE CONTROL POINT PER R4.
217
FD.
1
1/2"
IP
WITH
TAG STAMPED "STATE
OF
CALIFORNIA
DIVISION OF HIGHWAYS".
REF. R4.
UP 2". ACCEPTED AS TRAVERSE CENTERLINE OF ROUTE 10.
F2_1_81
FD.
1
1/2"
IP
WITH
TAG STAMPED "STATE
OF
CALIFORNIA
DIVISION OF HIGHWAYS".
REF. R4.
DOWN 2". ACCEPTED AS TRAVERSE CENTERLINE OF ROUTE 10.
219
FD.
1
1/2"
IP
WITH
TAG STAMPED "STATE
OF
CALIFORNIA
DIVISION OF HIGHWAYS".
REF. R4.
UP 2". ACCEPTED AS TRAVERSE CENTERLINE OF ROUTE 10.
220
FO.
1
1/2"
IP
WITH
TAG STAMPED "STATE
OF
CALIFORNIA
DIVISION OF HIGHWAYS %
REP. R4.
UP 2". ACCEPTED AS TRAVERSE CENTERLINE OF ROUTE 10.
r2-25-1
F0.
1
1/2"
IP
WITH
TAG STAMPED "STATE
Of
CALIFORNIA
DIVISION OF HIGHWAYS 91".
REF.
R4. UP 2". ACCEPTED AS TRAVERSE CONTROL POINT PER R4.
226
PD.
1"
IP
WITH
TAG
STAMPED "DIV.
HIWAYS"
PER R4.
FLUSH. ACCEPTED AS POINT ON THE E.
LINE SEC.30. T5S. R15E AND SOUTHERLY CAL TRANS R/W.
F2_3 -9
FD.
2'X
1'
ROCK
MOUND PER R4. ACCEPTED
AS S.E.
COR. OF SEC.30. T5S. R15E.
240
FD.
2"
IP
WITH
BLM
BRASS CAP MONUMENT
STAMPED
01/4 S25 S30 1954". DOWN 6".
PER R5 ACCEPTED AS W. 1 /4 COR. OF SEC. 30 T5S. R15E
260
FD.
2"
IP
WITH
BLM
BRASS CAP MONUMENT
STAMPED
"RM 6OFT WITH ARROW POINT S.E."
REF.
R5. FLUSH. HELD AS TIE TO S.W. COR SEC. 30 T5S. R15E.
261
FD.
1"
IP
WITH
BRASS TAG STAMPED
"DIV. HIWAYS".
REF. R5. FLUSH. ACCEPTED AS
POINT ON
TOWNSHIP LINE BETWEEN R14E AND R15E.
262
FD.
1"
IP
WITH
BRASS TAG STAMPED
"DIV. HIWAYS".
REF. R5. DOWN 2". ACCEPTED
AS POINT
ON TOWNSHIP LINE BETWEEN R14E AND R15E.
LINE TABLE
CURVE TABLE
RADIUS DELTA LENGTH TANGENT
Li
N74030'15"E
627.13'
(627.14'
R4)
C1
500.00'
21041'00"
189.24'
95.77'
L2
N52003'28"E
185.16
(185.16'
114)
(500.00'R4)
(21°41'08"R4)
(189.24'R4)
(95.77'R4)
L3
N17006'52"E
410.42'
(410.43'
114)
C2
500.00'
26°41'00"
232.88'
118.59'
L4
N80°
11 '
23 "E
89.92'
( 89.73'
114 )
(500.00'R4)
t 260 41 '08 "R4 )
(232.88'R4)
(118.59'R4)
L5
N12°25'20"E
232.10'
(232.10'
R4)
L6
S89°29'50"E
100.00'
(100.00'
R4)
C3
360.00'
7305837"
464.81'
271.17'
L7
S00030'10"W
262.76'
(262.76'
R4)
(360.00'01)
(73°58'39"D1)
L8
S53029'48"E
424.83'
(424.79'
R4)
C4
187.14'
106001'23"
346.29'
248.45'
L9
N74°30'15"E
482.78'
(482.84'
R4)
(187.1401)
1106°00'00"D1)
LID
N140
30'
15"E
276.78'
( 276.74'
R4)
Lit
S7502945"E
199.96'
(199.96'
R4)
C5
1960.00'
2702658"
939.00'
478.69'
WEST R/W EAGLE MOUNTAIN RD.
L12
S14030'15"W
334.49'
(334.49'
R4)
(1960.0001)
127°2658"D1)
L13
L14
S74030'15"W
N15°29'45"W
441.43'
270.69'
(441.37'
(270.62'
R4)
R4)
C6
2000.00'
27.26'58"
958.18'
488.47'
C.L. EAGLE MOUNTAIN RD.
L15
N15°
29'
45 "W
194.05'
(194.05'
R4)
(2000.00Dt)
(27°2658"D1)
(958.18' 01)
(488.47'
D1)
L16
S45012'21"E
60.00'
(60.00'
R5)
C7
2040.00'
27°26'58"
977.33'
498.23'
EAST R/W EAGLE MOUNTAIN RD.
LIT
SOO°
18'
05 "E
232.25'
(232-29'
R5)
( 2040.00' Di )
(27026'58"01
)
L18
S00018'05"E
182.17'
(182.21'
R5)
L19
N05030'15"E
600.00'
(600.00'
R4)
C8
1540.00'
56°30'05"
1518.65'
827.50'
WEST R/W EAGLE MOUNTAIN RD.
L20
N74°
30'
15 "E
271.17'
(271-28'
DI)
(1540.00' Di )
( 56° 36'
35 "01 )
L21
N74°30'15"E
248.45'
(248.34'
D1)
L22
N74030'15"E
83.26'
C9
1500.00'
56°30'05"
1479.20'
806.00'
C.L. EAGLE MOUNTAIN RD.
L23
NOO°31'39"E
271.17'
(1500.00'D1)
(56°36'35"D1)
(1482.04' D1)
(807.83'
D1)
L24
N00.31'39"E
248.45'
L25
N00°31'39"E
52.02'
C10
1460.00'
56.30'05"
1439.76'
784.51'
EAST R/W EAGLE MOUNTAIN RD.
L26
N74.30'
15 "E
602.88'
(1460.00' D1 )
( 56° 36'
35 "D1 )
L27
N26°55'19"W
1470.69'
L28
N26°55'190W
1470.69'
(1477.21'
01)
C11
1360.00'
29°22'40"
697-33"
356.51'
WEST R/W EAGLE MOUNTAIN R0.
L29
N26°55'19"W
1470.69'
(1360.00'01)
(29°22'40"01)
L30
568'33'31"E
954.51'
(954.51'
R6)
L31
S68°33'31"E
972.95'
(972.95'
R6)
C12
1400.00'
29°22'40"
717.83'
366.99'
C.L. R/W EAGLE MOUNTAIN R0.
L32
N01025'26"W
557.84'
(557.81'
R4)
(1400.00'01)
(29°22'40"D1)
(717.83' 01)
(366.99'
01)
L33
N74030'15"E
35.28'
(35.17'
R4)
L34
N70.00'31"W
493.01'
(493.01'R6)
C13
1440.00'
29022'40"
738.34'
377.47'
EAST R/W EAGLE MOUNTAIN RD.
L35
N70000'31"W
473.71'
(473.71'
116)
(1440.00'01)
(29°22'40"D1)
L36
N00015'40"W
53.29'
(53.29'
R6)
L38
N000
30'
15 "E
25.04'
L39
S89029'50"E
49.94'
L40
S89029'50"E
50.06'
L41
N15°2945"W
75.63'
L42
N15029'45"W
74.63'
RIV CO 18120
L16
r
IN THE UNINCORPORATED TERRITORY. COUNTY OF RIVERSIDE. STATE OF CALIFORNIA
RECORD OF SURVEY
BEING A SURVEY OF EAGLE MOUNTAIN ROAD LYING IN SECTIONS 30 AND 31
OF TOWNSHIP 4 SOUTH. RANGE 15 EAST, SAN BERNARDINO BASE AND MERIDIAN AND SECTIONS
6.7,18.19 AND 30 OF TOWNSHIP 5 SOUTH. RANGE 15 EAST. SAN BERNARDINO BASE AND MERIDIAN
THE METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA
DA TES OF SUR VE Y: APRIL, 2017 - OC T OBER, 2022
ROBER T D. YOUNA THAN, P. L. S. 9369
Z
N
O
Os ��
•w�
•� S.W. COR. SEC.30.
T5S. R15E,
ESTABLISHED BY SINGLE
30 PROPORTION AND R5.
�-�•- 5563.88'
N88° 59'27"E
31
DETAIL "B"
SINGLE PROPORTION
N.T.S.
co
N
N
M
to
N
W
M
FD. BRASS SCREW AND TAG c
STAMPED. "LS4212".
SET IN ROCK MOUND, PER R7. c
ACCEPTED AS S 1/4 COR. Z
SEC. 30. T4S. R15E.
N880 56'39"E 2775.93' (2775.94'R7)
MAP REFERENCES:
TI T!
((700.32' D1))
S89° 45'30"E l
1�
r�
1�
1 �
40 �40
y
Cj
DETAIL "E"
N.T.S.
N00.12' 06 0E
79.89'
2635.68' (40 CHAINS R2)
N00.12' 060E
((287.10' D1))
SHEET 7 OF 7 SHEETS
CONVERGENCE
ANGLE: 000 26,17.89"
N260 55'19-W 132.31'
((573.14' D1 RU)
(39.96 CHAINS R8)
I
IW
a
•cD
I o
DETAIL "D"
N.T.S.
40.01'
N88° 58'17"E
r -
Q
v
FD. 2" IP WITH BLM
BRASS TABLET
T P , UP 6". PER R8
ACCEPT
AS N.E. COR.
OF SEC. 6. 75S. R15E
'T4S R15E`
S31
S61 S5
T5S R15E
SC
40.01'
2640.07'
((1930.54'01))
DETAIL "H"
N.T.S.
•
v c+I
ip
to
DATA
MI
•
OD
OD 440'
J
`
�n 1
l y0
'�
�•
�I
N �I
=�1
w
S890 29'50"E �I
S J s3,
S680 33'31"E 3.43'
M
tn
o .
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43l
Up.
R1
RECORD
206 40'1
cn
S890 47'54"E
lk
(RAD.) -
I
o+ l
R2
S680 33'31"E
DATA
'
CALCULATED
3.4 2'
CT*
. J
RANGE 14 EAST, SBM, DATED 07/15/1856.
N �I
N
it o! EAGLE
z i
•
FROM
ZI
1111"
'V
N.T.S.
ROAMOUNTAIN
1 D
N880 48'22"E 2639.31'
V.
FROM
Rn
FOR ROUTE 11-RIV-10. SHEET 16 OF 19
DRAWING 204-509. RIVERSIDE COUNTY RECORDS.
R5
DETAIL "C"
DATA
OR
CALCULATED
N.T.S.
CALTRANS MONUMENTATION MAP
n� o+• ��
DRAWING 204-508. RIVERSIDE COUNTY RECORDS.
R6
RECORD
DATA
OR
CALCULATED
FROM
RECORD DATA PER RECORD OF
SURVEY RECORDED IN BOOK 127. PAGES 2-6. RIVERSIDE COUNTY RECORDS.
R7
RECORD
DATA
TI T!
((700.32' D1))
S89° 45'30"E l
1�
r�
1�
1 �
40 �40
y
Cj
DETAIL "E"
N.T.S.
N00.12' 06 0E
79.89'
2635.68' (40 CHAINS R2)
N00.12' 060E
((287.10' D1))
SHEET 7 OF 7 SHEETS
CONVERGENCE
ANGLE: 000 26,17.89"
N260 55'19-W 132.31'
((573.14' D1 RU)
(39.96 CHAINS R8)
I
IW
a
•cD
I o
DETAIL "D"
N.T.S.
40.01'
N88° 58'17"E
r -
Q
v
FD. 2" IP WITH BLM
BRASS TABLET
T P , UP 6". PER R8
ACCEPT
AS N.E. COR.
OF SEC. 6. 75S. R15E
'T4S R15E`
S31
S61 S5
T5S R15E
SC
40.01'
2640.07'
((1930.54'01))
DETAIL "H"
N.T.S.
•
v c+I
on.
DATA
MI
•
MI
Q
�n 1
° ..
W!
M
�I
N �I
=�1
w
S890 29'50"E �I
•
v
N•
--1
M
tn
o .
7129'50"
zI
R1
RECORD
206 40'1
I
S890 47'54"E
wl
(RAD.) -
-� -
TI T!
((700.32' D1))
S89° 45'30"E l
1�
r�
1�
1 �
40 �40
y
Cj
DETAIL "E"
N.T.S.
N00.12' 06 0E
79.89'
2635.68' (40 CHAINS R2)
N00.12' 060E
((287.10' D1))
SHEET 7 OF 7 SHEETS
CONVERGENCE
ANGLE: 000 26,17.89"
N260 55'19-W 132.31'
((573.14' D1 RU)
(39.96 CHAINS R8)
I
IW
a
•cD
I o
DETAIL "D"
N.T.S.
40.01'
N88° 58'17"E
r -
Q
v
FD. 2" IP WITH BLM
BRASS TABLET
T P , UP 6". PER R8
ACCEPT
AS N.E. COR.
OF SEC. 6. 75S. R15E
'T4S R15E`
S31
S61 S5
T5S R15E
SC
40.01'
2640.07'
((1930.54'01))
DETAIL "H"
N.T.S.
•
v c+I
o
p
DATA
M co'
-
•
I
•
SHOWN BELOW
Q
° ..
coin l
M
SS00 005R E
N �I
D1
S890 29'50"E �I
DATA
E
S2
'
FROM
7129'50"
140'
R1
RECORD
206 40'1
OR
207
wl
RECORD DATA PER RECORD OF
SURVEY RECORDED IN BOOK 17, PAGES
o+ l
R2
RECORD
DATA
OR
CALCULATED
tn
� MI
CT*
. J
RANGE 14 EAST, SBM, DATED 07/15/1856.
N �I
N
DATA
z i
I�
FROM
DETAIL
1111"
R4
N.T.S.
DATA
OR
( )
RECORD
DATA
PER
REFERENCE
SHOWN BELOW
(( ))
RECORD
AND MEASURED
PER REFERENCE SHOWN BELOW
D1
RECORD
DATA
OR
CALCULATED
FROM
RECORD DATA PER MAP R128. PAGES 1-4. DATE 3/21/1934
R1
RECORD
DATA
OR
CALCULATED
FROM
RECORD DATA PER RECORD OF
SURVEY RECORDED IN BOOK 17, PAGES
65. RIVERSIDE COUNTY RECORDS.
R2
RECORD
DATA
OR
CALCULATED
FROM
GLO PLAT FOR TOWNSHIP 5 SOUTH,
RANGE 14 EAST, SBM, DATED 07/15/1856.
R3
RECORD
DATA
OR
CALCULATED
FROM
GLO PLAT FOR TOWNSHIP 5 SOUTH,
RANGE 15 EAST, SBM, DATED 07/15/1856
R4
RECORD
DATA
OR
CALCULATED
FROM
CALTRANS MONUMENTATION MAP
FOR ROUTE 11-RIV-10. SHEET 16 OF 19
DRAWING 204-509. RIVERSIDE COUNTY RECORDS.
R5
RECORD
DATA
OR
CALCULATED
FROM
CALTRANS MONUMENTATION MAP
FOR ROUTE 11-RIV-10. SHEET 15 OF 19
DRAWING 204-508. RIVERSIDE COUNTY RECORDS.
R6
RECORD
DATA
OR
CALCULATED
FROM
RECORD DATA PER RECORD OF
SURVEY RECORDED IN BOOK 127. PAGES 2-6. RIVERSIDE COUNTY RECORDS.
R7
RECORD
DATA
OR
CALCULATED
FROM
RECORD DATA PER RECORD OF
SURVEY RECORDED IN BOOK 119, PAGES
65-70, RIVERSIDE COUNTY RECORDS.
R8
RECORD
DATA
OR
CALCULATED
FROM
DEPENDENT RESURVEY OF GLO
PLAT FOR TOWNSHIP 4 SOUTH, RANGE
15 EAST. SBM. DATED 09/09/1954 53154A.
R9
RECORD
DATA
OR
CALCULATED
FROM
RECORD DATA PER RECORD OF
SURVEY RECORDED IN BOOK 73. PAGES
24-30, RIVERSIDE COUNTY RECORDS.
R10
RECORD
DATA
OR
CALCULATED
FROM
RECORD DATA PER RECORD OF
SURVEY RECORDED IN BOOK 71, PAGES
40. RIVERSIDE COUNTY RECORDS.
R11
RECORD
DATA
OR
CALCULATED
FROM
DEPENDENT RESURVEY OF GLO
PLAT FOR TOWNSHIP 4 SOUTH, RANGE
14 EAST, SBM. DATED 04/10/1963 531588.
R12
NOT SHOWN
R13
NOT SHOWN
R14 RECORD DATA OR CALCULATED FROM RECORD DATA PER RECORD OF SURVEY RECORDED IN BOOK 39, PAGES 52. RIVERSIDE COUNTY RECORDS. RIV CO 18120