rs153_080IN THE CITY OF INDIO, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD 10F SURVEY
BEING A BOUNDARY SURVEY OF PARCEL 3
AS SHOWN BY MAP ON FILE IN BOOK 34, PAGE 7 OF RECORD OF SURVEYS,
i
RECORDS OF RIVERSIDE COUNTY CALIFORNIA
i
LYING IN SECTION 28, TOWNSHIP 5 SOUTH, RANGE 7 EAST S.B.B. AND M.
COMPASS CONSULTING INCORPORATED
DECEMBER 2018 / / I-_001
M.B. 301 / 24-28 �
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Sheet 1 of 1 Sheet
RECORDER'S STATEMENT
L_._j L_
Graphic Scale Filed this _�' Day of tia",
Ad 92020
30 0 15 30 60 120 at _nn Book 1!5.3 of Record of Surveys, at Page J�0_
at the request of the County Surveyor.
(IN FEET )
1 inch= 30 ft.
PURPOSE OF SURVEY
The purpose of this field survey is to monument
� N 89056'41/E 2631.50' (R4)(R5)(R7)Ir
the boundaries of that certain parcel as described in
N 89055'21" E 2631.24'(R3) N 89055'40" E 2631.57'(R6) / 6Q Instrument No. 1991-000063 Riverside County records.
Westward Ho Drive 0 //N 89055121" E (R2)
N 89055'21" E 2631.04 (R1)
N 89°55'21" E 2632.09'
129.07' (R6)128.98' (m) O 84.32'(m) 79.21'(R6) � \ �aJ � 1102.73'(m) 1102.13' (R1)(R3) 1107.59'(R6) O
KnA1316.04'(m) 213.3 1' (m) 213.39' (R1)(R2), 206.50' (R3) 699.79'(m)(R1)(R2) 402.86' (m) 402.34' (R1)(R2)
1315.52' (R1) w
1316.04'(m)
� 1322.61' (R3) 0 1315.52' (Rl) �
1315.68' (R6) t 1315.89' (R6) / � � 46 th Avenue
1 1/4" iron pipe per Rl 1" iron pipe per(R6),6x6 er(R3)s.fn.f.PPP � ) P�P P P
— — — — — — 1/16 corner established by single proportion
(� I M.B. 41 / 55
�
"A*� Lot 12 , CD �
irarcei .5 .c�'`�~ /,�� M.B. 196 / 78 M.B. 196 / 78 1 v .
R.S. 34 / 7
ed
,,�c� o ��pl•�' �� ,��� / / 30.00' (R4)---�
,Q5
Lot 13
0 � �� ~~ �ro�M.B. 196 78
�
lbw�'�° ���� ��� �`�� �' LINE TABLE
Ll N 00010'49" W 405.18'(m)
N 00009'12" W 403.98' (R1)
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CURVE. TAB -LE
O
/ No. Delta Arc Radius Arc Length
1 Cl, 01'19'43" (m) 9000.00' (m) 208.35' (m)
01019143" Rl R2 9000.00' R1 R2 208.70' Rl R2
/ o� o •
o� ,N
MONUMENT NOTES
A Found and accepted 1" iron pipe with nail in center and (2) 2' reference nails (not of record) as Northwest corner of section 28
°O / B Found and accepted 2" brass cap stamped L.S. 4664 at road surface (not of record) as north quarter corner of section 28
p
/ C Found and accepted 3/4" iron pipe R.C.E. 6284 per R.S. 34 / 7 as point of curve on storm water channel boundary
p p p p p
/ D Found and accepted bent 3/4 iron pipe R.C.E. 6284 per R.S. 34 / 7 as a point on the easterly storm water channel boundary
/ E Found and accepted nail and brass tag in block wall as the northwest corner of Lot 43 per (R7) unreadable info (not of record)
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F Found and accepted 1/2 " brass rod copperweld with 1 1/4" brass disk stamped R.C.E. 13191 per (R6)
as centerline intersection of Westward Ho Drive and Meadow Lake Drive,
No.00
�o �D -0055 �i Sly
Fee M4) wwI
Peter Aldana, Assessor -County Clerk- Recorder
4—
By: ,DEPUTY
SURVEYOR'S NOTES
-- I Denotes bounda of sub'ect arc 1
0
•
0
ry J p e
-- Denotes centerline of roads as described
Denotes right of way lines
Denotes set flush 5/8" rebar tagged P.L.S. 8621
Denotes found monument as noted
Calulated point nothing found or set per this survey
R1 Denotes record data per R.S. 34 / 7.
R2 Denotes record data per Document No. 101130
recorded November 1, 1962 R.C.R.
R3 Denotes record data per M.B. 41 / 55.
R4 Denotes record data per M.B. 196 / 78-81.
RS Denotes record data per M.B. 227 / 32-33.
R6 Denotes record data per M.B. 301 / 24-28.
R7 Denotes record data per M.B. 227 / 34-35.
BASIS OF BEARINGS
The Basis of Bearings for this survey is the North line of the
Northwest Quarter of Section 28 as shown on that certain map
per R.S. 34 / 7, taken as N 89°55'21" W.
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 Surveyor's Act at the request of Kelly Meissner
in October 2018. _ & AO A^
Daniel E. Hoagland, PLS 8621
Registration Expires 12 / 31 / 2021
lk 10
�.►
Date
'k
sj. No. 8621 �P
9TF OFCAL\F�
COUNTY SURVEYOR STATEMENT
This map has been examined in accordance with section 8766 of the
Professional Land Surveyor's Act This 3 Day of 2020.
O � ANfl n
David L. McMillan, County Surveyor w�' �-�� ��► `�
Professional Land Surveyor No. 8488 r
Registration Expires 12 / 31 / 2020'
g p No, 8488
tp EXP. 12-31-4-,
RIV, CO. 18-173
44.00' (R3) z
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00
0
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w w
N w
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v, •
/
ed
,,�c� o ��pl•�' �� ,��� / / 30.00' (R4)---�
,Q5
Lot 13
0 � �� ~~ �ro�M.B. 196 78
�
lbw�'�° ���� ��� �`�� �' LINE TABLE
Ll N 00010'49" W 405.18'(m)
N 00009'12" W 403.98' (R1)
i soo
CURVE. TAB -LE
O
/ No. Delta Arc Radius Arc Length
1 Cl, 01'19'43" (m) 9000.00' (m) 208.35' (m)
01019143" Rl R2 9000.00' R1 R2 208.70' Rl R2
/ o� o •
o� ,N
MONUMENT NOTES
A Found and accepted 1" iron pipe with nail in center and (2) 2' reference nails (not of record) as Northwest corner of section 28
°O / B Found and accepted 2" brass cap stamped L.S. 4664 at road surface (not of record) as north quarter corner of section 28
p
/ C Found and accepted 3/4" iron pipe R.C.E. 6284 per R.S. 34 / 7 as point of curve on storm water channel boundary
p p p p p
/ D Found and accepted bent 3/4 iron pipe R.C.E. 6284 per R.S. 34 / 7 as a point on the easterly storm water channel boundary
/ E Found and accepted nail and brass tag in block wall as the northwest corner of Lot 43 per (R7) unreadable info (not of record)
r
O
F Found and accepted 1/2 " brass rod copperweld with 1 1/4" brass disk stamped R.C.E. 13191 per (R6)
as centerline intersection of Westward Ho Drive and Meadow Lake Drive,
No.00
�o �D -0055 �i Sly
Fee M4) wwI
Peter Aldana, Assessor -County Clerk- Recorder
4—
By: ,DEPUTY
SURVEYOR'S NOTES
-- I Denotes bounda of sub'ect arc 1
0
•
0
ry J p e
-- Denotes centerline of roads as described
Denotes right of way lines
Denotes set flush 5/8" rebar tagged P.L.S. 8621
Denotes found monument as noted
Calulated point nothing found or set per this survey
R1 Denotes record data per R.S. 34 / 7.
R2 Denotes record data per Document No. 101130
recorded November 1, 1962 R.C.R.
R3 Denotes record data per M.B. 41 / 55.
R4 Denotes record data per M.B. 196 / 78-81.
RS Denotes record data per M.B. 227 / 32-33.
R6 Denotes record data per M.B. 301 / 24-28.
R7 Denotes record data per M.B. 227 / 34-35.
BASIS OF BEARINGS
The Basis of Bearings for this survey is the North line of the
Northwest Quarter of Section 28 as shown on that certain map
per R.S. 34 / 7, taken as N 89°55'21" W.
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 Surveyor's Act at the request of Kelly Meissner
in October 2018. _ & AO A^
Daniel E. Hoagland, PLS 8621
Registration Expires 12 / 31 / 2021
lk 10
�.►
Date
'k
sj. No. 8621 �P
9TF OFCAL\F�
COUNTY SURVEYOR STATEMENT
This map has been examined in accordance with section 8766 of the
Professional Land Surveyor's Act This 3 Day of 2020.
O � ANfl n
David L. McMillan, County Surveyor w�' �-�� ��► `�
Professional Land Surveyor No. 8488 r
Registration Expires 12 / 31 / 2020'
g p No, 8488
tp EXP. 12-31-4-,
RIV, CO. 18-173