lla230017T. 6 S., R. 2 W., SEC.
PROJECT: LLA230017
RECORDING REQUESTED BY:
RIVERSIDE COUNTY SURVEYOR'S OFFICE
4080 LEMON STREET, 8T" FLOOR
RIVERSIDE, CA 92501
RETURN TO:
RIVERSIDE COUNTY,SURVEYOR'S OFFICE
4080 LEMON STREET, 8TH FLOOR
RIVERSIDE, CA 92501
DOC # 2023-0341004
11/13/2023 03:56 PM Fees: $0.00
Page 1 of 13
Recorded in Official Records
County of Riverside
Peter Aldana
Assessor -County Clerk -Recorder
"This document was electronically submitted
to the County of Riverside for recording"
Receipted by: ELENA #448
THIS DOCUMENT IS FOR THE BENEFIT OF THE COUNTY OF RIVERSIDE AND ENTITLED TO BE RECORDED
WITHOUT FEE. (GOV. CODE 6103)
NOTICE OF LOT LINE ADJUSTMENT NO. 230017
THIS PAGE ADDED TO PROVIDE ADEQUATE SPACE FOR RECORDING INFORMATION
DOC #2023-0341004 Page 2 of-13
RECORDING REQUESTED BY
RIVERSIDE COUNTY
When recorded, return to:
Riverside County Transportation Department
8h Floor County Administrative Center
4080 Lemon Street, Riverside, CA 92502-
1409
Mail Stop # 1080
No Fee, 6103 Government Code
Benefit of Riverside County Transportation Dept..
THIS AREA FOR RECORDER'S USE ONLY
NOTICE OF LOT LINE ADJUSTMENT NO. LLA 230017
RECORD OWNERS
EXISTING PARCELS (Assessor Parcel Numbers)
WEST SAC RIVERS, LLC
466-340-016
WEST SAC RIVERS, LLC
466-340-017
MV Valley Glen, LLC/RHV Valley Glen, LLC
466-340-027
MV Valley Glen, LLC/RHV Valley Glen, LLC
466-340-028
LEGAL DESCRIPTION OF ADJUSTED PARCELS
See attached Legal Description - Exhibit "A"
SIGNATURE(S) OF RECORDED OWNER(S) (Must be Notarized)
Print Name/Title: John C Troutman
Si nature:
Print Name/Title: Vice7Presmdpnt
Signature:
Print Name/Title:
Signature:
Print Name/Title:
Signature:
RIVERSIDE COUNTY SURVEYOR'S APPROVAL ND S(/
This document reviewed and approved by Riverside County Surveyor. MC
O
o $489 k
>' Ages
9�F of cP�-`�`�
3 a.3
BY: Date:
NOTARY ACKNOWLEDGEMENT A notary public or other officer completing this certificate verifies only
STATE OF CALIFORNIA ) the identity of the individual who signed the document to which this
certificate is attached, and not the. truthfulness, accuracy, or validity of
COUNTY OF California ) that document.
On October 30, 2023 before me, Jessica Toohey No -[an/
(Date) (Name and Title of O icer)
personally appeared John C Troutman
(Name(s) of Signer(s))
who proved to meon the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within
instrument and acknowledged to me that he/she/they executedsthe same in his/her/their authorized capacity(ies), and that by
his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the
instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.
WITNESS my h offi sea JESSICATOtHEY
Q�I amity
Cammissfon M 2446s75
NotaryPublic My Comm. Expires Jun 9,20I7
DOC #2023-0341004 Page 3 of 13
EXHIBIT "A" - LEGAL DESCRIPTION
LOT LINE ADJUSTMENT .NO. 230017
PARCEL "1"
PAGE 1 OF 3
REAL PROPERTY IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE,
STATE OF CALIFORNIA
BEING A PORTION OF PARCEL "1" AND ALL OF PARCEL "2" OF PARCEL MAP NO. 11783, FILED
IN BOOK 69 OF PARCEL MAPS AT PAGES 57 THROUGH 59, INCLUSIVE, AS SHOWN ON A
RECORD OF SURVEY FILED IN BOOK 159, PAGES 1 AND 2 OF RECORDS OF SURVEYS,
TOGETHER WITH A PORTION OF "PROPERTY "B" OF LOT LINE ADJUSTMENT NO. 220009,
RECORDED 02/01/2023 AS DOC # 2023-0030672, OF OFFICIAL RECORDS, AND DESCRIBED IN A
GRANT DEED RECORDED 02/14/2023 AS DOC # 2023-0041854, OF OFFICIAL RECORDS, ALL IN
THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, STATE OF CALIFORNIA,
LYING WITHIN SECTION 5, TOWNSHIP 6 SOUTH, RANGE 2 WEST, SAN BERNARDINO
MERIDIAN, AND LYING WESTERLY OF THE FOLLOWING DESCRIBED "LINE":
COMMENCING AT THE NORTHWEST CORNER OF SECTION 5, TOWNSHIP 6 SOUTH, RANGE
2 WEST, SAN BERNARDINO MERIDIAN, SAID POINT ALSO BEING THE NORTHWEST
CORNER OF PARCEL 1 OF SAID PARCEL MAP NO. 11783, AS SHOWN ON SAID RECORD OF
SURVEY;
THENCE, ALONG THE NORTHERLY LINE OF SAID SECTION 5, AND SAID PARCEL MAP,
NORTH 89051'25" EAST, 506.70 FEET TO THE BEGINNING OF A NON -TANGENT -CURVE
CONCAVE WESTERLY, HAVING A RADIUS OF 5,000.00 FEET, TO WHICH A RADIAL LINE
BEARS NORTH 71015'37" EAST, SAID POINT BEING THE TRUE POINT OF BEGINNING;
THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 204247" AN
ARC LENGTH OF 236.75 FEET;
THENCE, TANGENT TO SAID CURVE, SOUTH 16-01-36" EAST, 2,084.83 FEET TO THE
BEGINNING OF A TANGENT CURVE CONCAVE WESTERLY, HAVING A RADIUS OF 1,600.00
FEET;
THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 14051'40" AN
ARC LENGTH OF 415.00 FEET TO THE SOUTHERLY LINE OF SAID PARCEL MAP, AND THE
SOUTHERLY LINE OF THE NORTH HALF OF SAID SECTION 5, SAID POINT BEARS SOUTH
89-32-07" EAST, 1,304.00 FEET FROM THE SOUTHWEST CORNER OF SAID PARCEL MAP
AND THE WEST QUARTER CORNER OF SAID SECTION 5 AS SHOWN ON SAID RECORD OF
SURVEY, AND TO THE TERMINUS OF THIS DESCRIBED "LINE".
CONTAINING 2,455,313 SQUARE FEET; 56.366 ACRES, MORE OR LESS.
DOC #2023-0341004 Page 4. of 13
EXHIBIT `"A" - LEGAL DESCRIPTION
LOT LINE ADJUSTMENT NO. 230017
PARCEL "2"
PAGE 2 OF 3
REAL PROPERTY IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE,
STATE OF CALIFORNIA
BEING A PORTION OF PARCEL 1 OF PARCEL MAP 11783, FILED IN BOOK 69 OF PARCEL MAPS.
AT PAGES 57 THROUGH 59, INCLUSIVE, AND AS SHOWN ON A RECORD OF SURVEY FILED IN
BOOK 159, PAGES 1 AND 2 OF RECORDS OF SURVEYS, BOTH, RECORDS OF RIVERSIDE
COUNTY, CALIFORNIA, TOGETHER WITH ALL OF PROPERTY "A" AND A PORTION OF
PROPERTY "B" OF LOT LINE ADJUSTMENT NO. 220009, RECORDED 02/01/2023 AS DOC # 2023-
0030672, OF OFFICIAL RECORDS, AND DESCRIBED IN A GRANT DEED RECORDED 02/14/2023
AS DOC # 2023-0041854, OF OFFICIAL RECORDS, BOTH IN THE OFFICE OF THE COUNTY
RECORDER OF SAID RIVERSIDE COUNTY, LYING WITHIN SECTION 5, TOWNSHIP 6 SOUTH,
RANGE 2 WEST, SAN BERNARDINO MERIDIAN, AND ALSO LYING EASTERLY OF THE
FOLLOWING DESCRIBED "LINE":
COMMENCING.AT THE NORTHWEST CORNER OF SECTION 5, TOWNSHIP 6 SOUTH, RANGE
2 WEST, SAN BERNARDINO MERIDIAN, SAID POINT ALSO BEING THE NORTHWEST
CORNER OF PARCEL 1 OF SAID PARCEL MAP NO. 11783, AS SHOWN ON SAID RECORD OF
SURVEY;
THENCE, ALONG THE NORTHERLY LINE OF SAID SECTION 5, AND SAID PARCEL MAP,
NORTH 89051'25" EAST, 506.70 FEET TO THE BEGINNING OF A NON -TANGENT CURVE
CONCAVE WESTERLY, HAVING A RADIUS OF 5,000.00 FEET, TO WHICH A RADIAL LINE
BEARS NORTH 71015'37" EAST, SAID POINT BEING THE TRUE POINT OF BEGINNING;
THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 2042'47" AN
ARC LENGTH OF 236.75 FEET;
THENCE, TANGENT TO SAID CURVE, SOUTH 16°01'36" EAST, 2,084.83 FEET TO THE
BEGINNING OF A TANGENT CURVE CONCAVE WESTERLY, HAVING A RADIUS OF 1,600.00
FEET;
THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 14051,401, AN
ARC LENGTH OF 415.00 FEET TO THE SOUTHERLY LINE OF SAID PARCEL MAP, AND THE
SOUTHERLY LINE OF THE NORTH HALF OF SAID SECTION 5, SAID POINT BEARS SOUTH
89°32'07" EAST, 1,304.00 FEET FROM THE SOUTHWEST CORNER OF SAID PARCEL MAP
AND THE WEST QUARTER CORNER OF SAID SECTION 5 AS SHOWN ON SAID RECORD OF
SURVEY, AND TO THE TERMINUS OF THIS DESCRIBED "LINE".
CONTAINING 3,754,814 SQUARE FEET, 86.199 ACRES, MORE OR LESS.
DOC #2023-0341004 Page 5 of 13
EXHIBIT "A" - LEGAL DESCRIPTION
LOT LINE ADJUSTMENT NO. 230017
PAGE 3 OF 3
AS SHOWN ON EXHIBIT B, ATTACHED HERETO AND BY REFERENCE MADE A PART HEREOF.
10/16/2023
GERALD R. ANDERSON, LS 4400 DATE
EXPIRES 09/30/2025
X ENGINEERING & CONSULTING, INC.
6 Hutton Centre Drive, Suite 650
Santa Ana, California 92707
949.522.7100-1 xengineeringinc.com.
JN 100-013 XLLA-006
Assessor's Parcel Number(s): 466-340-016, 466-340-017, 466-340-028, 466-340-027
Date Exhibit Prepared: 09//29/2023
DOC #2023-0341004 Page 6 of 13
EXHIBIT "B SHEET 1 OF 7
LOT LINE ADJUSTMENT NO..2-30017
31 MI
6 h 5
APN:466-340-016
TPOB OF
DESCRIBED"LINE"
o•
Q� 1o(go�a Q��'° Q\
Q0°
\
APN:466-340-028
--------------- 1
go
PARCEL "1
�o
Q * Qz
APN:466-340-017 - _
011
OLD LOT LINE W g=
TERMINUS OF
DESCRIBED "LINE"
PARCEL " 2"
o poi o
-� APN:466-340-027
NEW ` LOT LINE ,\ +\
o ti,
Q��C��tiOop�p6� PROPERTY "B, C & D"
Q �.-LLA NO 220008
DOC#2022-0248996, O.R. —
PROP. Qo�'° 1
C.
PQ ° PROP. "D' I� PROP. "B"
MO CREST ROAD
b SECTION 5,
T.6S., R.2W., ZF
all S.B.M. ;0Z
W LEGEND g�
J
Q
cvi� N.A.P. NOT A PART
PCL PARCEL
P.O.B. POINT OF BEGINNING
COR CORNER
PCL. PARCEL
SQ. FT. SQUARE FEET _
NEW LOT LINE
OLD LOT LINE
----------=-- LOT LINE TO BE REMOVED
EASEMENT
— CENTERLINE
ACCESS RIGHTS RESTRICTED PER R-1
() R-1 RECORD PER PM 11783, PM 69/57=59
[ ] R-2 RECORD PER ROS 159/1-2
R-3 RECORD PER LLA220009 DOC # 2023-0030672
�c SEE SHEET 5 FOR BASIS OF BEARINGS
�g
10/16/2023
GERALD R. ANDERSON, LS 4400 DATE
(C)
X ENGINEERING & CONSULTING, INC.
6 Hutton Centre Drive, Suite 650
Ana, California 92707
\Santa
949.522.71001 xengineeringinc.com
SIMPSON ROAD
PATTO z PATTON
O = AVENUE
m
PROJECT
AN D
0
Z Dv
�o
R "A 'S�� VICINITY MAP
Al, ' NO SCALE
F� Fs
0 o SECTION 5, T.6S., R.2W., S.B.M.
z�
L.S. 4400
CAL
SEE SHEET 7 FOR
EASEMENT NOTES
XLLA- 006
DOC #2023-0341004 Page 7 of 13
rl
Lq
00
N
(0
N
0
z
EXHIBIT "B"
LOT LINE ADJUSTMENT NO. 230017
IN839251'25"E 506.70' l-
(R) N71'15'37"El
0=2'42'47"
R=5000.00'-�
L=236:75'
N/W COR.
SEC. 5
N89'51'25"E 955.52' BUSBY ROAD
N89'24'47"E 950.00'1 —
%I X � I DESCRIBED "LINE"
I —
SEE DETAIL "A"
ON SHEET 6
�10
ti u, QC�
SHEET 2 OF 7
/ Q -A O V pg y0Ncollb
�•
Q Z Olt .p0
CST
--------- -----------------
a, "OLD LOT LINE"
- � o
-------------
"OLD LOT LINE"
PARCEL
cn -
0
SEE SHEET 7 FOR -
EASEMENT NOTES
rrL
SW COR. N 1 /2 & W1 /4
COR. SEC. 5
REALIGNED
LEON ROAD
A=14'51 '40"
R=1600.00'
L=415.00'
TERMINUS OF DESCRIBED "LINE"
SOUTHERLY LINE
PARCEL 2, PM11783
w PARCEL 112"
1
cp c� d°& `I
Q� `1
"OLD LOT LINE" `►
- 1
1 �
"OLD LOT LINE"
1
"NEW LOT LINE"_
;
1
----------------=-------- ---J
1 1
`; P ppo 0 1tio�.
IL I 1 {N77.5g' 33
„I
€A=8'22 09
R=1666.50'
L=243.43'1
-N88'2710."E RADI
N89'32'07"W 1119.20'-/ IL 1 ANO CREST ROAD
N89'32'07"W 1304.00'
XLLA-006.
DOC #2023-0341004 Page 8 of 13
.EXHIBIT " B" SHEET 3 OF 7
TPOB OF LOT LINE ADJUSTMENT NO. 230017
DESCRIBED "LINE" BUSBY ROAD��
N89'51'25"E 955.52' N
€N89'24'47"E 950.00'1
�CN71'15'37"E RAD
A=2'42'47"
R=5000.00'
L=236.75'
Z •
01
sl
C�
Z"OLD LOT LINE" -----------------
ti
�ppOoo'I`�-�p�
€N90'00'00"E 1348.38'1 -
�o �0 p , p�1
rn a aQ O G �,ti �-y�0° �� o�
[,-OLD
2o°PRCEL 1121v��,tn
co
LOT LINE' cp o
"OLD LOT LINE" Q
+
PARCEL x ` SEE SHEET .7 FOR
EASEMENT NOTES
NEW LOT LINE
"OLD LOT LINE"
10
m�rn--------------
�
REALIGNED o
LEON ROAD • .
A=14'51'40" p0 _ i
R=1600.00' 00 = 1�, 949•02Q��°g
L=415.00' `4 ,N77 59
TERMINUS OF €L2j PROP. "B" PROP. "C" I PROP. "D"
DESCRIBED "LINE" - €A=8*22'09"
R=1666.50' gyp' LLA NO. 220008
SOUTHERLY LINE DOC#2022-0248996
3 PARCEL 2, PM11783 L- 2-10-E � I ,O.R.
_N88'27"10'"E RADA
N89'32'07"W 1119.20FjLjj�,�SE COR. PCL 2 & ANO CREST ROAD
N89'32'07"W 1304.00' SW COR. PCL 3 PM 11783 XLLA-006
DOC #2023-0341004 Page 9 of 13
EXHIBIT "B" SHEET 4 OF 7
LOT LINE ADJUSTMENT NO. 230017
BUSBY ROAD
�ga1o%
QG%-°
€N90'00'00"E 1348.38'1
0 5
-, PARCEL "2"
ss
to
"OLD LOT LINE"
` {C1l
l �
14
g49.02'�
✓ t�� I pQ ° PROP. „D„ �v
PROP. "C"
LLA NO. 220008
DOC#2022-0248996, O.R. o
J
ANO CREST ROAD I r
L4j
L5j
egg g9
pp"E
s
0
A0
SEE SHEET 7 FOR
EASEMENT NOTES
N
33„w
�r
g \ v
low
- €S89'58'25"E 1049.34'1
XLLA-006
DOC #2023-0341004 Pagel 0 of 13
EXHIBIT "B" SHEET 5 OF 7
LOT LINE ADJUSTMENT NO. 230017
LINE TABLE
LINE #
BEARING
DISTANCE
€L1 I
N89'58'25"W
201.59'
L21
N18'24'09"E
22.70'
€L31
N66'58'27"W
69.19,
IL41
N21'58'27"W
14.14'
1L51
N23'01'33"E
19.90'
€L61
N1'06'23"E
133.69'
L7j
N6'05'21 "E
122.36'
L81
N22'20'00"W
30.00'
CURVE TABLE
CURVE #
DELTA
LENGTH
RADIUS
IC1 1
35'02'00"
344.24'
563.00'
IC21
21.55" 0"
243.69'
637.00'
IC31
81'36'54"
569.78'
400.00'
€C4j
93'04'38"
430.49'
265.00'
* BASIS OF BEARINGS:
THE BEARING N89'32'07"W FOR THE SOUTH LINE
OF PARCEL MAP 11783, FILED IN PARCEL MAP
BOOK 69, PAGES 57-59, AS SHOWN ON
RECORD OF SURVEY, ROS 159/1-2, RECORDS
OF RIVERSIDE COUNTY.
CURVE TABLE
CURVE #
DELTA
LENGTH.
RADIUS
IC51
82'45'02"
216.64'
150.00'
IC61
132'51'57"
347.84'
150.00'
NOTES
THE PROPOSED LOT LINE WILL NOT LATERALLY INTERSECT A GRADED MANUFACTURED SLOPE.
NO DRAINAGE FROM THE TRIBUTARY AREA ABOVE A MANUFACTURED SLOPE WILL SHEET FLOW OVER THE
SLOPE FACE.
SEE SHEET 7 FOR
EASEMENT NOTES
XLLA-006
DOC #2023-0341004 Page 11 of 13
EXHIBIT "B" SHEET 6 OF 7
LOT LINE ADJUSTMENT NO. 230017
LEON ROAD DETAIL "A" N 71'15'37" E (�
PER M.B. 460/27-35 TPOB F5.43'
— j 51.99'
TPOB N89'51'25"E BOUNDARY PARCEL "2"
~ 506.70' "OLD LOT LINE"
5.43'
N89'51'25"E 51.99' A=2'42'47" 73'18'56" E
506.70' R=5000 POINT OF INTERSECTION
L=236.75' (OLD AND NEW LOT LINE)
C/L REALIGNED SEE DETAIL "B"
LEON ROAD _ AT LEFT
"NEW LOT LINE"
r
"OLD LOT v gip''- °tsar
LINE \\ o g yIn z
PARCEL 19
1" PARCEL 99299 �
gyp.
POINT OF a
INTERSECTION o o���
DECCRIBED LINE �+ r \ Qs� Q%�oo����9 O�o
NEW LOT LINE 0
�j�9
DETAIL B �,� aZ \ O�� DESCRIBED "LINE"
-13 6: "NEW LOT LINE"
a ? PARCEL "2"
PARCEL
,j Oss
NJ
ztonop
Is
� z 2
\ Qp�
o v I POINTAL / a
0.01' o?n SEE DETAIL "C"��
vo p AT LEFT 1
A=11'58'03"
C/L BC
PER PM 11783 R=3000'
626.62
PARCEL 99
1 99
1 PARCEL 992" M&[R2] 1
"OLD LOT LINE"
"OLD LOT LINE"—,-� DESCRIBED "LINE" I
I "NEW LOT LINE" 50 50
DETAIL "C"
DESCRIBED nLINE" DETAIL
N.T.S. XLLA-006
DOC #2023-0341004 Page 12 of 13
a 1 5
0
0
to
II
w
J
Q
U
EXHIBIT "B" SHEET 7 OF 7
LOT LINE ADJUSTMENT NO. 230017
PARCEL "1"
P.
'0 PARCEL "2"
2 \ °°
o a° %
le Q�
o Fn
z
I
7
�g
Z
rr
MO CREST ROAD I F—
1
EASEMENTS
QAN EASEMENT IN FAVOR OF SOUTHERN CALIFORNIA EDISON COMPANY, A CORPORATION, ITS SUCCESSORS
AND ASSIGNS, FOR EITHER OR BOTH POLE LINES, CONDUITS OR UNDERGROUND FACILITIES AND INCIDENTAL
PURPOSES, RECORDED SEPTEMBER 11, 1979 AS INSTRUMENT NO. 190848 OF OFFICIAL RECORDS.
Q2 AN EASEMENT IN FAVOR OF SOUTHERN CALIFORNIA EDISON COMPANY, A CORPORATION, ITS SUCCESSORS
AND ASSIGNS FOR FACILITIES AND INCIDENTAL PURPOSES, RECORDED APRIL 9, 2020 AS INSTRUMENT NO.
2020-0159197 OF OFFICIAL RECORDS.
QAN EASEMENT IN FAVOR OF SOUTHERN CALIFORNIA EDISON COMPANY, A CORPORATION, ITS SUCCESSORS
AND ASSIGNS FOR TEMPORARY CONSTRUCTION AND INCIDENTAL PURPOSES, RECORDED APRIL 9, 2020 AS
INSTRUMENT NO. 2020-0159198 OF OFFICIAL RECORDS.
Q4 AN EASEMENT IN FAVOR OF EASTERN MUNICIPAL WATER DISTRICT, A MUNICIPAL WATER DISTRICT FOR
PIPELINES AND INCIDENTAL PURPOSES RECORDED MAY 14, 1992 AS INSTRUMENT NO. 174375 OF OFFICIAL
RECORDS.
5 AN EASEMENT FOR EITHER OR BOTH POLE LINES, CONDUITS OR UNDERGROUND FACILITIES AND
INCIDENTAL PURPOSES, RECORDED FEBRUARY 16, 1894 IN BOOK 13, PAGE 12 OF DEEDS, OF OFFICIAL
RECORDS.
IN FAVOR OF: SAN JACINTO AND PLEASANT VALLEY IRRIGATION DISTRICT
AFFECTS: SAID LAND.
THE LOCATION OF THE EASEMENT CANNOT BE DETERMINED FROM RECORD INFORMATION.
A30' ROAD EASEMENT DEDICATED PER PM 11783
ACALIFORNIA ELECTRIC POWER COMPANY HOLDER OF AN EASEMENT FOR EITHER OR BOTH POLE LINES,
CONDUITS OR UNDERGROUND FACILITIES AND INCIDENTAL PURPOSES PER DOCUMENT RECORDED MAY 11,
1951 IN BOOK 1270, PAGE 334 OF OFFICIAL RECORDS.
XLLA-006
DOC #2023-0341004 Page 13 of 13
OF RIVFABi
,r ,r ahed Salama, P.E.
COUNTY OF RIVERSIDE DeputyMoforjTransportation/Capital
sa 0 TRANSPORTATIONAND Projects
noN o�Q�
LAND MANAGEMENT AGENCY Russell Williams
Mark Lancaster Deputyfor Transportation/Planning and
Director of Transportation Development
Transportation Department
Case Number: LLA230017
Riverside County Surveyor's Office;
Attest:
Kenneth- Smith
PRINTED NAME
-Date: 111131 Z0 Z.3
SIGNATURE
Robert Williams
PRINTED NAME
Principal Engineering Tech Principal Engineering Tech
TITLE TITLE
4080 Lemon Street, 81' Floor • Riverside, CA 92501 • (951) 955-6740
P.O. Box 1090 • Riverside, CA 92502-1090 • FAX (951) 955-3198