rs159_054-057r�
IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
BEING A SURVEY OF A PORTION OF SECTION 19,
IN TOWNSHIP 8 SOUTH, RANGE 22 EAST, SAN BERNARDINO MERIDIAN
THE METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA
PALO VERDE IRRIGATION DISTRICT
DATES OF SURVEY: DECEMBER, 2021 - SEPTEMBER, 2022
JEFFREY A. HYNES, P.L.S. 8560
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 DECEMBER, 2021.
�!$z ��yY a ti}
s
JE A. HYNES, .L.S. 8560 Exp"Tim DATE
EXPIRES: DECEMBER 31, 2022 °'312022
.4.s. ag%
PURPOSE STATEMENT:
THE PURPOSE OF THIS SURVEY IS TO LOCATE AND MONUMENT
THE BOUNDARY OF EASEMENT PROPERTIES ACQUIRED BY THE
METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA WITHIN
THE PALO VERDE IRRIGATION DISTRICT. SAID PROPERTIES DESCRIBED
IN GRANT OF EASEMENT RECORDED APRIL 30, 2021, DOCUMENT NO.
2021-0271386, OFFICIAL RECORDS, RIVERSIDE COUNTY, CALIFORNIA.
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS RECORD OF SURVEY IS THE CALIFORNIA
COORDINATE SYSTEM, NAD83, ZONE 6, AS DETERMINED LOCALLY BY A LINE
BETWEEN STATIONS "PVID-21" AND ,PVID-20,, AS SHOWN ON A MAP FILED
IN RECORD OF SURVEY BOOK 146, PAGES 92-97 IN THE OFFICE OF THE
COUNTY RECORDER OF RIVERSIDE COUNTY, CALIFORNIA, BEING N890 40'23.07"E.
GRID / GROUND DISTANCES:
SHEET 1 OF 4 SHEETS
EXEMPT RECORDING REQUEST
PER GOVERNMENT CODE 27383
RECORDER'S STATEMENT:
FILED THIS DAY OF KIO LA I _j , 2022,
AT I Llb.M. IN BOOK 15q I OF RECORDS
OF SURVEY, AT PAGES c54'5 7 , AT THE REQUEST
OF THE COUNTY SURVEYOR.
FEE: 1 e- NO. 04010�X59'Oy70 U7
PETER
/ALDANA, ASSESSOR - COUNTY CLERK - RECORDER
BY: _7,..�LM-4.,t , DEPUTY
COUNTY SURVEYOR'S STATEMENT:
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH
SECTION
8766
OF THE
PROFESSIONAL
LAND SURVEYORS'
ACT THIS
9
DAY
OF 10'0
.2022.
DAVID L. MCMILLAN, COUNTY SURVEYOR
P.L.S. 8488
EXPIRES: DECEMBER 31, 2022
DISTANCES SHOWN HEREON ARE GROUND DISTANCES. GRID DISTANCES MAY
i
BE OBTAINED BY MULTIPLYING GROUND DISTANCES BY A COMBINATION
--COUNTY
----- -----
IMPERIAL
95
FACTOR OF 0.99995103 CALCULATED AT STATION "PVID-21" PER RECORD
i
1
78
OF SURVEY BOOK 146, PAGES 92-97.
I
BASIS OF COORDINATES:
Rii N
NiN
COORDINATES SHOWN HEREIN ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM
i
i
W; w w
OF 1983 (CCS83), ZONE 6, 2011.00 EPOCH, IN ACCORDANCE WITH THE CALIFORNIA
N; N
PUBLIC RESOURCES CODE, SECTIONS 8801 THROUGH 8819; SAID COORDINATES ARE
BASED LOCALLY UPON FIELD -OBSERVED TIES TO THE FOLLOWING STATIONS, AS
T.5S. �_ ____
T.5S.____,,_ 0
WN ON A MAP
IN RECORD OF SURVEY BOOK 146, PAGES 92-97 IN THE
_ ________
rss
OFFICE OF THE COUNTY RECORDER OF RIVERSIDE, CALIFORNIA. SEE SHEET 2 FOR
4TH
AVE. 1.O�PO
GO
G.P.S. CONTROL DIAGRAM.
T.7S. ;
i
STATION LATITUDE (N) NORTHING (FEET) LONGITUDE (W) EASTING (FEET)
ie m
A VE
PVID-20 330 28'39.66252" 2121069.985 -114° 40'24.75938" 7042354.717
PVID-21 330 28'41.14020" 2120976.919 -114° 43'37.31521" 7026044.400
MONUMENT NOTES:
A INDICATES HORIZONTAL CONTROL MONUMENT.
• INDICATES FOUND MONUMENT, AS NOTED ON SHEET 4.
O INDICATES SET 1-1/2" IRON PIPE WITH TAG, OR SET
2" IRON PIPE WITH BRASS DISK, STAMPED "L.S. 8560",
FLUSH WITH SURFACE UNLESS OTHERWISE NOTED.
NOTES:
SEE SHEET 1 FOR DATES OF SURVEY, RECORDER'S
STATEMENT, SURVEYOR'S STATEMENTS, PURPOSE
STATEMENT, GRID / GROUND DISTANCES, BASIS OF
BEARINGS, BASIS OF COORDINATES, MONUMENT NOTES,
VICINITY MAP, AND MAPPING AND GRID FACTOR.
SEE SHEET 2 FOR G.P.S. CONTROL DIAGRAM AND
PLAN VIEW.
SEE SHEET 3 FOR DETAIL "A", MAP AND DEED
REFERENCES, AND ABBREVIATIONS.
SEE SHEET 4 FOR MONUMENT DESCRIPTIONS AND
ESTABLISHMENT NOTES.
MAPPING ANGLE AND GRID FACTOR:
STATION NORTHING (FEET) EASTING (FEET)
PVID-20 2121069.985 7042354.717
PVID-21 2120976.919 7026044.400
RIVERSIDE '
i
T.8S. _
-----------
--COUNTY
----- -----
IMPERIAL
10TH
A VE.
i
1
78
i
I
Rii N
NiN
�
I
D_ T.sS.---------------
----- -
------�----
------
T.7S. ;
14TH
A VE
'
i
1
1
95
1
CAL IFDRN/A
om22ND
,
Z
AVE
1
i
iW
1
T.7S.
T.7
_ ---4S.
------------------------'o
T.8S.
------
i
----
1.8S.
28TH
A VE.
,
PVID_21
PVID_20
32ND
A VE.
�-
PROJECT4
34TH AVE,
'
I
LOCATION
i
35TH
A VE
D
RIVERSIDE '
i
T.8S. _
-----------
--COUNTY
----- -----
IMPERIAL
COUNTY
i
1
78
i
WSW
Rii N
ORTHOMETRIC HEIGHT (FEET) CONVERGENCE ANGLE
242.50'
239.43'
00 51'58.64"
00 50'12.83"
Q
O
V
VICINITY MAP
ARIZONA
0 12.000 24= 36.000
COMBINATION FACTOR
0.99995087
0.99995103
RIV.CO. 22-106
CONVERGENCE
ANGLE= 000 50'12.83"
AT PVID_21
N
0
Z 0 600 1200 1,800
Q
SCALE: In = 600'
G.P.S. CONTROL DIAGRAM AND PLAN VIEW
NOTES:
SEE SHEET 1 FOR DATES OF SURVEY. RECORDER'S
STATEMENT, SURVEYOR'S STATEMENTS, PURPOSE
STATEMENT. GRID / GROUND DISTANCES. BASIS OF
BEARINGS. BASIS OF COORDINATES, MONUMENT NOTES.
VICINITY MAP. AND MAPPING AND GRID FACTOR.
SEE SHEET 2 FOR G.P.S. CONTROL DIAGRAM AND
PLAN VIEW.
SEE SHEET 3 FOR DETAIL "A'. MAP AND DEED
REFERENCES. AND ABBREVIATIONS.
SEE SHEET 4 FOR MONUMENT DESCRIPTIONS AND
ESTABLISHMENT NOTES.
LINE DATA:
L1 N89049'46"W 1480.707' GRID
1480.78' GROUND
(1480.86' R2)(1455.30' C.F.R3)
L2 N89049'46"W
L3
L4
N89049'46"W
1343.140' GRID
1343.21' GROUND
(1343.19' R2)(1320.00' C.F.R3)
2823.847' GRID
2823.99' GROUND
(2824.05' R2)(2775.30' C.F.R3)
N89048'22"W 2686.263' GRID
2686.39' GROUND
(2686.41' R2)(2640.00' C.F.R3)
1 19110 1
1387.91'
(1387.82' C.F.R2)
N890 34'28"E
1 505 1
MmIll ►4m
N88° 55'47.05"W
64.909' GRID
c26aa-0y o9G7
SHEET 2 OF 4 SHEETS
30TH AVENUE
IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
M
u:
V
c BEING A SURVEY OF A PORTION OF SECTION 19,
0 IN TOWNSHIP 8 SOUTH, RANGE 22 EAST, SAN BERNARDINO MERIDIAN
co
N
to
N
THE METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA
PALO VERDE IRRIGATION DISTRICT
M
' DATES OF SURVEY: DECEMBER, 2021 - SEPTEMBER, 2022
3
JEFFREY A. HYNES, P.L.S. 8560
M
iA
O
z PVID_20
N89° 40'23.07"£ (BASIS OF BEARINGS) 16,310.583' GRID (M&R1) 16,311.382' GROUND
---------- - - --- Do
----------------------------------,�-----_-_-_-
L1 L2 L4 - N89° 24'12.55"E
L3 10,77S6 444t8GROUND
(TIE)
64.912' GROUND
�
M
o
"I T`V
1
Iyl ,uu
ci
Lh
32ND
(TIE)
T.8S., R.22E.,
00
3
S.B.M.
c°
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U.
4.
O
o
T.8S., R.22E.,
�
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to
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to
cv
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GOV. LOT 1,
to
N
00
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SECTION 19,
N
00
E. HALF,
0
N
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T.8S., R.22E.,
N.W. QUARTER,
N
N
S.B.M.
SECTION 19,
cv
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---------------------
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T.8S., R.22E.,
0
o
v
N
S.B.M.
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GOV. LOT 2,
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Na
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SECTION 19,
to
in
N
T.8S., R.22E.,
`"
°'
OR
S.B.M.
N
00
It
N
19201
10.00' (M&R2) -
N890 47'10"E
19200
I
1
1477.01'
1334.32'
2821.33'
(2821.34'R2) -�
1
�
1
1
M
L1'
�
1
19106
L
;
GOV. LOT 3,
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SECTION 19,
3
;
T.8S., R.22E.,
j n
V
S.B.M.
3
b
N
;�
EAST HALF,
'nS.W.
QUARTER,
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in
o
in
°
SECTION 19,
SEE DETAIL
Z
N
Z
T.8S., R.22E.,
"A" ON
1
S.B.M.
SHEET 3 -----i
;
GOV. LOT 4,
SECTION 19,
M
T.8S., R.22E.,
65.00' (M&R2)
;
N
S.B.M.
1200.55'
'4
;
(1200.69'
'
1473.31'
1345.49'
C.F.R2)
;
1
;
(1445.40' C.F.R3)
(1320.00' C.F.R3)
2653.46'
;
2818.80' (2818.75' R2)
(2765.40' C.F.R3)
(2653.51'R2)
'- -----
N890 23'31"E
19709 19204
19107 19203
N N
N
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0 0
Ln N
N
N
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N
Im1w
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L o
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19205
0
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10335 AVENUE 11015 I r
5509.89'(5509.93'R2)
2688.56'(2688.59'R2)
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M
o
V
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to
N00
ci
Lh
..
N
T.8S., R.22E.,
00
3
5509.89'(5509.93'R2)
2688.56'(2688.59'R2)
M
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N.E. QUARTER,
to
N00
ci
SECTION 19,
..
N
T.8S., R.22E.,
in
3
S.B.M.
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SECTION 19,
O
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T.8S., R.22E.,
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to
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M
5509.89'(5509.93'R2)
2688.56'(2688.59'R2)
M
00
19202
N
CU
M
in
5509.89'(5509.93'R2)
2688.56'(2688.59'R2)
10.00' (M&R2)
�•- 2680.86'
2690.86' (2690.91' R2)(2640.00' C.F.R3)
5509.66' (M&R2)(5405.40' C.F.R3)
191os 34TH AVENUE
4�.
4D
19103
W
z
z
d
ij'jI#]3
RIV.CO. 22-106
M
CU
0
0
3
O
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S.E. QUARTER,
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Ln
SECTION 19,
N
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T.8S., R.22E.,
�
Ln
o
Z
S.B.M.
N
co
to
N
N
OR
N
00
0
N
,
10.00' (M&R2)
�•- 2680.86'
2690.86' (2690.91' R2)(2640.00' C.F.R3)
5509.66' (M&R2)(5405.40' C.F.R3)
191os 34TH AVENUE
4�.
4D
19103
W
z
z
d
ij'jI#]3
RIV.CO. 22-106
J IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
a
O
n
�RECORD OF SURVEY
� BEING A SURVEY OF A PORTION OF SECTION 19,
IN TOWNSHIP 8 SOUTH, RANGE 22 EAST, SAN BERNARDINO MERIDIAN
t -
M
Z
THE METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA
PALO VERDE IRRIGATION DISTRICT
DATES OF SURVEY= DECEMBER, 2021 - SEPTEMBER, 2022
JEFFREY A. HYNES, P.L.S. 8560
DETAIL "A", MAP REFERENCES, DEED REFERENCES, AND ABBREVIATIONS
19200
CONVERGENCE
ANGLE: 000 50'12.83"
AT PVID_21
NO SCALE
SHEET 3 OF 4 SHEETS
1200.55' \
(1200.69' 65.00'
C.F.R2) (M&R2)
N89° 34'28"E / 2653.46'
/ (2653.51'R2)
191071 119203
34TH AVENUE
i�
h
00
Ln I 1422.56'
1473.31'(1445.40- C.F.R3)
2818.80'(2818.75- R2)(2765.40' C.F.R3) —i--
�--�- N89° 2331"E
5509.66' (M&R2)(5405.40' C.F.R3)
19207
M�
LINE DATA:
L5 NO2°36'09"E 108.36'
L6 NO2036'09"E 107.99' (M&D1)
L7 NO2°36'09"E 107.61'
NOTES:
SEE SHEET 1 FOR DATES OF SURVEY, RECORDER'S
STATEMENT, SURVEYOR'S STATEMENTS. PURPOSE
STATEMENT. GRID / GROUND DISTANCES. BASIS OF
BEARINGS. BASIS OF COORDINATES, MONUMENT NOTES.
VICINITY MAP, AND MAPPING AND GRID FACTOR.
SEE SHEET 2 FOR G.P.S. CONTROL DIAGRAM AND
PLAN VIEW.
SEE SHEET 3 FOR DETAIL "A". MAP AND DEED
REFERENCES. AND ABBREVIATIONS.
SEE SHEET 4 FOR MONUMENT DESCRIPTIONS AND
ESTABLISHMENT NOTES.
O.R. - OFFICIAL RECORDS
P.L.S. - PROFESSIONAL LAND SURVEYOR
P.V.I.D. - PALO VERDE IRRIGATION DISTRICT
R.S.B. - RECORD OF SURVEY BOOK
S.B.M. - SAN BERNARDINO MERIDIAN
S.F.N. - SEARCHED, FOUND NOTHING
T.P.O.B. - TRUE POINT OF BEGINNING
RIV.CO. 22-106
t
MAP REFERENCES:
o�
``•
CIO
1191051
�
N�
1192131
RECORD
DATA PER MAP SHOWN BELOW.,
N o
�.-
En
00 l
155.26'
1.94'
o N
(M&R2)
(R1)
RECORD OF SURVEY 146 ! 92-97.
N
N890 4 7'10"E
N
5509.89'(5509.93'R2)
2821.33'(2821.341 R2)
(R2)
RECORD OF SURVEY 126 ! 93-108.
1477.01' —i--
(R3)
GENERAL LAND OFFICE PLAT OF OFFICIAL SURVEY
i
1419.81' ---
OF TOWNSHIP NO.8 SOUTH, RANGE NO. 22 EAST,
SAN BERNARDINO MERIDIAN, DATED MAY 22, 1879.
N
O
O
I O
; O
�'-
v
h
N
ti's
'-
- LL"i
I
g
;
DEED
REFERENCES:
N
L
� f W. D. PARCEL
RECORD
DATA PER DEED SHOWN BELOW:
PV1D-1-1J5PEA100 150001
�
DOC. NO. 2021-0271J86, O.R.
FD)!(M&D1
GRANT OF EASEMENT PER IOfJ
(p1)
GRANT OF EASEMENT PER INSTRUMENT NO.
N
�2021-0271386,
O.R., DATED APRIL 30, 2021,
o
RIVERSIDE COUNTY RECORDS.
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ABBREVIATIONS:
to N
N
N
1 O
N
O
m
0
Q
3
i 3
0
A.C.
- ASPHALT CONCRETE
o
Z
:i
I�
Z
0
0
0
o
I Lo
C.F.
- CALCULATED FROM
Z
w
lb
C14
ZZ
Z
DOC.
- DOCUMENT
N
�
w
I
z
i
F.B.
- FIELD BOOK
h
N
G.P.S.
- GLOBAL POSITIONING SYSTEM
N
�_
I
I
M&R
- MEASURED AND RECORD
M&DIN(
19210
M.W.D.
- THE METROPOLITAN WATER
iM&D1
I
DISTRICT OF SOUTHERN CALIFORNIA
NO.
- NUMBER
1200.55' \
(1200.69' 65.00'
C.F.R2) (M&R2)
N89° 34'28"E / 2653.46'
/ (2653.51'R2)
191071 119203
34TH AVENUE
i�
h
00
Ln I 1422.56'
1473.31'(1445.40- C.F.R3)
2818.80'(2818.75- R2)(2765.40' C.F.R3) —i--
�--�- N89° 2331"E
5509.66' (M&R2)(5405.40' C.F.R3)
19207
M�
LINE DATA:
L5 NO2°36'09"E 108.36'
L6 NO2036'09"E 107.99' (M&D1)
L7 NO2°36'09"E 107.61'
NOTES:
SEE SHEET 1 FOR DATES OF SURVEY, RECORDER'S
STATEMENT, SURVEYOR'S STATEMENTS. PURPOSE
STATEMENT. GRID / GROUND DISTANCES. BASIS OF
BEARINGS. BASIS OF COORDINATES, MONUMENT NOTES.
VICINITY MAP, AND MAPPING AND GRID FACTOR.
SEE SHEET 2 FOR G.P.S. CONTROL DIAGRAM AND
PLAN VIEW.
SEE SHEET 3 FOR DETAIL "A". MAP AND DEED
REFERENCES. AND ABBREVIATIONS.
SEE SHEET 4 FOR MONUMENT DESCRIPTIONS AND
ESTABLISHMENT NOTES.
O.R. - OFFICIAL RECORDS
P.L.S. - PROFESSIONAL LAND SURVEYOR
P.V.I.D. - PALO VERDE IRRIGATION DISTRICT
R.S.B. - RECORD OF SURVEY BOOK
S.B.M. - SAN BERNARDINO MERIDIAN
S.F.N. - SEARCHED, FOUND NOTHING
T.P.O.B. - TRUE POINT OF BEGINNING
RIV.CO. 22-106
IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
o-
0
�RECORD OF SURVEY
� BEING A SURVEY OF A PORTION OF SECTION 19,
IN TOWNSHIP 8 SOUTH, RANGE 22 EAST, SAN BERNARDINO MERIDIAN
THE METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA
PALO VERDE IRRIGATION DISTRICT
DATES OF SURVEY: DECEMBER, 2021 - SEPTEMBER, 2022
JEFFREY A. HYNES, P.L.S. 8560
MONUMENT DESCRIPTIONS AND ESTABLISHMENT NOTES
PVID_20 FOUND 1-1/4" IRON PIPE, NAIL AND ILLEGIBLE TAG IN CONCRETE, 10"
BELOW A.C. PAVEMENT SURFACE, PER M.W.D. F.B. 2800-01 / 117,
AND R.S.B. 146/92-97. (SHEETS 1 & 2)
PVID_21 FOUND GEAR SPIKE, NO WASHER, FLUSH IN A.C. PAVEMENT SURFACE, PER
M.W.D. F.B. 2800-01 / 118, AND R.S.B. 146/92-97. (SHEETS 1 & 2)
505 FOUND 1-1/2" COPPERWELD ROD WITH PUNCH MARK, STAMPED "LS 6179",
PER R.S.B. 126/93-108, FLUSH A.C. PAVEMENT; ACCEPTED AS THE
NORTHWEST CORNER OF SECTION 18, T.8S.. R.22E., S.B.M. (SHEET 2)
10335 FOUND 1-1/2" COPPERWELD ROD WITH PUNCH MARK, STAMPED "LS 6179".
PER R.S.B. 126/93-108, DOWN 3" BELOW A.C. PAVEMENT; ACCEPTED AS
THE NORTH QUARTER -CORNER OF SECTION 19, T.8S., R.22E., S.B.M.
(SHEET 2)
10428 S.F.N.: NORTHWEST CORNER OF SECTION 19, T.8S., R.22E., S.B.M.:
ESTABLISHED BY INTERSECTION OF THE FOLLOWING LINES=
PROD. OF LINE BETWEEN POINT NO. 10335 TO POINT NO. 19100;
PROD. OF LINE BETWEEN POINT NO. 19203 TO POINT NO. 19200;
POSITION FITS RECORD DISTANCE OF 5364.81' FROM POINT NO.
505 PER R.S.B. 126/93-108;
SET 2" I.P. WITH B.C.M. STAMPED "MWD LS 8560", FLUSH WITH
CONCRETE BRIDGE. (SHEET 2)
11015 FOUND 1-1/4" IRON PIPE, NAIL AND TAG, STAMPED "RCE 27137", PER
R.S.B. 93/61-64, DOWN 6" BELOW A.C. PAVEMENT; ACCEPTED AS THE
NORTHEAST CORNER OF SECTION 19, T.8S., R.22E.. S.B.M. (SHEET 2)
19100 FOUND 1/2" STEEL ROD, NO TAG, NO REFERENCE; DOWN 2" BELOW
A.C. PAVEMENT; FITS POSITION OF COPPERWELD ROD PER R.S.B.
126/93-108; ACCEPTED AS THE NORTHWEST CORNER OF THE EAST
HALF OF THE NORTHWEST QUARTER OF SECTION 19, T.8S., R.22E.,
S.B.M. (SHEET 2)
19103 FOUND 1-t/2" COPPERWELD ROD WITH PUNCH MARK, STAMPED "LS
6179", PER R.S.B. 126/93-108, FLUSH WITH A.C. PAVEMENT; ACCEPTED
AS THE EAST QUARTER -CORNER OF SECTION 19, T.8S., R.22E., S.B.M.
(SHEET 2)
SHEET 4 OF 4 SHEETS
19201 S.F.N.; NORTHWEST CORNER OF THE EAST HALF OF THE SOUTHWEST
QUARTER OF SECTION 19, T.8S., R.22E., S.B.M. ESTABLISHED BY
INTERSECTION OF THE FOLLOWING LINES:
LINE BETWEEN POINT NO. 19100 TO POINT NO. 19204;
LINE BETWEEN POINT NO. 19200 TO POINT NO. 19202;
NOTHING SET. (SHEET 2)
19202 1 S.F.N.: CENTER QUARTER -CORNER OF SECTION 19. T.8S.. R.22E., S.B.M.:
ESTABLISHED BY HOLDING N89° 47'10" 10.00' FROM POINT NO. 19202,
ALONG THE SOUTHERLY LINE OF THE NORTHWEST QUARTER OF
SECTION 19, T.8S., R.22E., S.B.M., PER R.S.B. 126/93-108; NOTHING SET.
(SHEET 2)
19203 S.F.N.: SOUTHWEST CORNER OF SECTION 19, T.8S., R.22E., S.B.M.:
ESTABLISHED BY HOLDING N890 34'28"E 65.00' FROM POINT NO. 19107,
ALONG THE SOUTHERLY LINE OF THE SOUTHEAST QUARTER OF
SECTION 24, T.8S., R.21E., S.B.M., PER R.S.B. 126/93-108; NOTHING SET;
(SHEETS 2 & 3)
19204 S.F.N.: SOUTHEAST CORNER OF THE WEST HALF OF THE SOUTHWEST
QUARTER OF SECTION 19, T.8S., R.22E., S.B.M. ESTABLISHED BY SINGLE
PROPORTION OF LINE BETWEEN POINT NOS. 19203 AND 19205PER (R3);
NOTHING SET. (SHEET 2)
19205 S.F.N.: SOUTH QUARTER -CORNER OF SECTION 19, T.8S., R.22E., S.B.M.:
ESTABLISHED BY HOLDING S890 23'31"W 10.00' FROM POINT NO. 19108,
ALONG THE SOUTHERLY LINE OF THE SOUTHEAST QUARTER OF
SECTION 19, T.8S., R.22E., S.B.M., PER R.S.B. 126/93-108; NOTHING SET.
(SHEET 2)
19207 S.F.N.; THE T.P.O.B. OF THE CENTER LINE OF 30' WIDE M.W.D. EASEMENT
PER (D1); ESTABLISHED BY HOLDING N890 23'31"E 35.73' FROM POINT NO.
19203 ALONG THE SOUTHERLY LINE OF THE SOUTHWEST QUARTER OF
SECTION 19, T.8S., R.22E., S.B.M., PER (D1); NOTHING SET. (SHEET 3)
192110 S.F.N.; ANGLE POINT OF THE CENTER LINE OF 30' WIDE M.W.D. EASEMENT
PER (D1); ESTABLISHED BY HOLDING N020 36'09"E 107.99' FROM POINT NO.
19207, HOLDING RECORD ANGLE OF 93012'38" AT POINT NO. 19202, AS
CALCULATED PER (D1); NOTHING SET. (SHEET 3)
19213 S.F.N.; THE TERMINATION OF THE CENTER LINE OF 30' WIDE M.W.D.
19104 FOUND 1-1/2 COPPERWELD ROD WITH PUNCH MARK, STAMPED LS EASEMENT PER (D1); ESTABLISHED BY HOLDING N89° 47'10"E 42.20' FROM
6179". PER R.S.B. 126/93-108, DOWN 2" BELOW A.C. PAVEMENT; ACCEPTED POINT NO. 19200 ALONG THE NORTHERLY LINE OF THE SOUTHWEST
AS THE SOUTHEAST CORNER OF SECTION 19, T.8S.. R.22E.. S.B.M. QUARTER OF SECTION 19, T.8S.. R.22E.. S.B.M., PER (D1); NOTHING SET.
(SHEET 2) (SHEET 3)
19105 FOUND 1-1/2" IRON PIPE, NAIL AND TAG, STAMPED "LS 6179". PER
R.S.B. 126/93-108, DOWN 6" BELOW SURFACE; POINT FALLS
N89° 47'10"E 55.26' FROM THE WEST QUARTER -CORNER OF SECTION 19,
T.8S., R.22E., S.B.M. (SHEET 3)
19106 FOUND 1-1/2" IRON PIPE, NAIL AND TAG, STAMPED "LS 6179", PER
R.S.B. 126/93-108, DOWN 2" BELOW SURFACE; POINT FALLS
S890 47'10"W 10.00' FROM THE CENTER QUARTER -CORNER OF SECTION
19. T.8S., R.22E., S.B.M. (SHEET 2)
19107 FOUND 1-1/2" IRON PIPE, NAIL AND TAG, STAMPED "LS 6179", PER
R.S.B. 126/93-108, DOWN 6" BELOW SURFACE; POINT FALLS
S890 34'28"W 65.00' FROM THE SOUTHWEST CORNER OF SECTION
19, T.8S., R.22E., S.B.M. (SHEETS 2 & 3)
19108 1 FOUND 1-1/2" IRON PIPE, NAIL AND TAG, STAMPED "LS 6179". PER
R.S.B. 126/93-108, DOWN 2" BELOW SURFACE; POINT FALLS
N890 23'31"E 10.00' FROM THE SOUTH QUARTER -CORNER OF SECTION
19. T.8S., R.22E., S.B.M. (SHEET 2)
19109 FOUND 1-1/2" IRON PIPE, NAIL AND TAG. STAMPED "LS 6179", PER
R.S.B. 126/93-108. DOWN 6" BELOW SURFACE; ACCEPTED AS A POINT
ON THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 24.
T.8S., R.21E., S.B.M. (SHEET 2)
19110 FOUND 1-1/2" IRON PIPE, NAIL AND TAG, STAMPED "LS 6179", PER
R.S.B. 126/93-108, DOWN 12" BELOW SURFACE; ACCEPTED AS THE
SOUTH QUARTER -CORNER OF SECTION 24, T.8S., R.21E., S.B.M. (SHEET 2)
19200 S.F.N.; WEST QUARTER -CORNER OF SECTION 19, T.8S.. R.22E., S.B.M.;
ESTABLISHED BY HOLDING S890 47'10"W, 55.26' FROM POINT NO. 19105,
ALONG THE SOUTHERLY LINE OF THE NORTHWEST QUARTER OF
SECTION 19, T.8S.. R.22E., S.B.M., PER R.S.B. 126/93-108; NOTHING SET.
(SHEETS 2 & 3)
RIV.CO. 22-106