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IN THE CITY OF PERRIS OF THE COUNTY OF RIVERSIDE, CALIFORNIA
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LO RECORD 0 F SURVEY
10
92P.L.S. 4457, FLUSH PER P.M.
4 239/90-97, OF LOTS 10 AND 12, AS SHOWN BY MAP ON FILE IN BOOK 239 OF MAPS, AT PAGES 6
THROUGH 9, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA.
LYING IN RANCHO SAN JACINTO NUEVO Y POTRERO
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LO ACTION SURVEYS NOVEMBER, 2017
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qCOMMERCE DRIVE
N 89*43'29" E 652.709 (652.75')
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1 300.18' (300.199)
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VET 1 OF 1 SHEET
S \
RECORDER'S STATEMENT
Filed this %5*0 day of 2018, at Q:4 -)e.mo
in Book — .C%&_ of Records of Survey at Page at
the request of the County Surveyor.
No. c2!Q I 8f
� 1
Fee $ q OV,
Peter Aldana, Assessor—County Clerk—Recorder
By. --LW- I Deputy
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 Norman Pulliam on October 30, 20170
OND SG
�'��\��, �. y�.y�`�� ..�3. ,3 -29- 20/8
,*,00,000111
No. 4343 Gabriel D. Ybarra 4343 exp. 6-30-18
Exp,, 6-30-2018
C A VA
SURVEYOR'S NOTES
Basis of Bearings is taken from the East Lines of Lots 12 & 15 using the
sidelines projected per M.B. 239/6-9, being N 00*11'04" W.
40 Denotes found Lead & Ramset Nail, no tag in top of curb. Accepted
as side property line projected per M.B. 239/6-9, unless otherwise noted.
0 Denotes set 1" I.P. tagged L.S. 4343, flush, unless otherwise noted.
4 Denotes set Lead Bross Nail & tag L.S. 4343, flush, in concrete
footing. Unless otherwise noted.
() Denotes record data per M.B. 239/6-9. Unless otherwise noted.
Denotes record data per P.M. 239/90-97.
S.F.N. Denotes searched, found nothing.
All I.P. dimensions are inside diameter.
The survey shown hereon was performed on October 31, 2017.
COUNTY SURVEYOR'S STATEMENT.
This map has been examined in accordance with Section 8766 of the
A
Professional Land Surveyors' Act this day of
2018.
LAND S
C.
..J N o. 8488 David L. McMillan, County Surveyor
L.S.8488
Exp 12-31-2018
Expiration Date: 12-31-18
OF
CA0
I C"D%/CV
S.F.N.
ESTABLISHED AT CALCULATED CUTBACK
DISTANCE AT 90* TO FOUND MONUMENT
AT N.W. CORNER OF INTERSECTION OF
PERRIS BLVD. & RIDER ST. PER P.M.
239/90-97. SET LEAD & BRASS NAIL &
TAG L.S. 4343, FLUSH IN CONCRETE.
CL RIDER STREET
60' 30' of 60'
120' 180'
I SCALE: 1 "= 60' 1
THE CENTERLINE MONUMENTS WITHIN TRACT NO. 24045-1 PER MB 239/6-9 WERE
EITHER DESTROYED OR NOT SET. THE CENTERLINES OF COMMERCE DRIVE AND BUSINESS
PARK DRIVE WERE ESTABLISHED BY HOLDING ONE HALF OF THE DISTANCE BETWEEN THE
FLOWLINES OF THE EXISTING CURB AND GUTTER ON BOTH SIDES OF SAID STREETS AND
OFFSETTING THE RIGHT OF WAY DISTANCE OF 39.00 FEET TO ESTABLISH THE RIGHTS OF
WAY. THIS METHOD WAS VERIFIED BY THE DISTANCES MEASURED ALONG PERRIS
BOULEVARD NORTHERLY FROM RIDER STREET AS RE-ESTABLISHED HEREON*
SEC 8 -4S -3W
RIV. CO. 17-168