04_0813251r e
CERTIFICATE of ACCEPTANCE of EASEMENT
(GOVERNMENT CODE SECTION 27281)
THIS IS TO CERTIFY that th inter st in real property
granted by the easement dated / V' 0 '!Z ,
RICHMOND AMERICAN HOMES OF CALIFORNIA. INC.. A
COLORADO CORPORATION to the COUNTY OF
RIVERSIDE, is hereby accepted for the purpose of vesting title
in the County of Riverside on behalf of the public for public
road and utility uses, and subject to improvements in
accordance with County standards, will be included into the
County Maintained Road System by the undersigned on behalf
of the Board of Supervisors pursuant to the authority contained
in County Ordinance No. 669. Grantee consents to
recordation thereof by its duly authorized officer.
Dated: �C 1.3. Zo0�
COUNTY OF RIVERSIDE
George A. Johnson
Dir r of Transportatlan
BY DEPUTY
THIS INSTRUMENT IS FOR
THE BENEFIT OF THE
COUNTY OF RIVERSIDE AND
ENTITLED TO BE RECORDED
WITHOUT FEE.(GOV. CODE
8143)
RETURN TO RIVERSIDE
COUNTY SURVEYOR'S
OFFICE.
STOP NO. 1080
1DOC a 2004 - 0813251
10/14/2004 08:90A Fee:NC
Page 1 of 8
Recorded in Official Records
County of Riverside
Gary L. Orso
Assessor, County Clerk 8 Recorder
111111111111111111111111111111111111111111111111111 IN
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LONG REFUND
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DEDICATION
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RICHMOND AMERICAN HOMES OF CALIFORNIA, INC., A COLORADO CORPORATION
Grant(s) to the County of Riverside, a political subdivision, an easement for public road and drainage
purposes, including public utility and public services purposes, over, upon, across, and within the real
property in the County of Riverside, State of California, described as follows:
SEE LEGAL DESCRIPTION AND PLAT ATTACHED HERETO AS
EXHIBITS "A" AND "B" AND MADE A PART HEREOF
RICHMOND AMERICAN HOMES OF CALIFORNIA, INC., A COLORADO CORPORATION
DATED
DATED
BY: /—
PRINT N L- G
PRINT TITLE: PI-
BY: k
PRINT NAME:
PRINT TITLE:
ONGINAL
CALIFORNIA ALL- PURPOSE ACKNOWLEDGEMENT
State of California
County of San Diego I SS,
On q O+ before me, L.A. Emery, Notary Public
Date Name and Title of Officer (e.g., "Jane Doe, Notary Public ")
personally appeared Lisa Gordon
Names) of Signer(s)
® personally known to me
❑ proved to me on the basis of satisfactory evidence
L. A. EMERY
C.00trrlRliort #F 1481500
Nafty PubNc . CalMomlo
I= Dlpn Courtly
LID.MV COMM. BON Apr 4,
to be the person whose name is subscribed to the within instrument
and acknowledged to me that she executed the same in her authorized
capacity , and that by her signature on the instrument the person ,
or the entity upon behalf of which the person acted, executed the
instrument.
WITNESS my hand and, official sea]
Signature of xcpry Public
OPTIONAL
Though the information is not required by law, it may prove valuable to persons relying on the document and could
prevent fraudulent removal and reattachment of this form to another document.
Description of Attached Document
Title of Type of Document: Drdica �o _
Document Date: Number of Pages: LO
Signer(s) Other Than Named Above:
Capacity(ies) Claimed by Signer
Signer's Name:
❑ Individual
❑ Corporate Officer- Title(s):
❑ Partner ❑ Limited ❑ General
❑ Attorney -in -fact
❑ Trustee
❑ Guardian or Conservator
❑ Other:
Signer is Representing:
1111111111111111111111111111111111111111111111111111111111 � " &A';am•
EXHIBIT "A"
LEGAL DESCRIPTION FOR ROAD EASEMENT
BEING A PORTION OF PARCEL 28 OF PARCEL MAP 21838 IN UNINCORPORATED TERRITORY OF
THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AS SHOWN ON THE MAP FILED IN BOOK 146,
PAGES 1 THROUGH 26, INCLUSIVE, OF PARCEL MAPS IN THE OFFICE OF THE COUNTY RECORDER
OF RIVERSIDE COUNTY, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE MOST WESTERLY CORNER OF SAID PARCEL 28
THENCE ALONG THE NORTHWESTERLY LINE OF SAID PARCEL 28, NORTH 47 18' 10" EAST 187.70
FEET;
THENCE LEAVING SAID NORTHWESTERLY LINE OF SAID PARCEL 28 SOUTH 42 41' 50" EAST
101.00 FEET TO THE "TRUE POINT OF BEGINNING ";
THENCE NORTH 47 18' 10" EAST PARALLEL WITH AND 101.00 FEET SOUTHEASTERLY OF SAID
NORTHWESTERLY LINE 284.00 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE
SOUTHEASTERLY HAVING A RADIUS OF 1030.00 FEET;
THENCE NORTHEASTERLY 44.44 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 02" 28'
19"'
THENCE NORTH 49 46' EAST 9.56 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE
NORTHWESTERLY HAVING A RADIUS OF 100.00 FEET;
THENCE NORTHEASTERLY 17.87 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 10" 14'
14 "•
THENCE NORTH 39 32' 15 11 EAST 41.04 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE
SOUTHERLY HAVING A RADIUS OF 70.00 FEET;
THENCE NORTHEASTERLY, EASTERLY AND SOUTHEASTERLY 106.40 FEET ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 87 05'08";
THENCE SOUTH 53 EAST 41.04 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE
NORTHEASTERLY HAVING A RADIUS OF 100.00 FEET;
THENCE SOUTHEASTERLY 17.87 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 10 14'
14 '
THENCE SOUTH 63' 36' 51" EAST 139.08 FEET TO THE BEGINNING OF A TANGENT CURVE
CONCAVE NORTHEASTERLY HAVING A RADIUS OF 270.00 FEET;
THENCE EASTERLY 120.82 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 22' 38'21
1 of 3
6281628Ra2desmt7 -04.doc17 /17/2 0041RSD 1111111 Jill 1Q 14� 041 -e &A
THENCE SOUTH 89 15' 12" EAST 26.98 FEET;
THENCE NORTH 45 05'43" EAST 21.45 FEET;
THENCE NORTH 00 33'23" WEST 52.80 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE
EASTERLY HAVING A RADIUS OF 330.00 FEET;
THENCE NORTHERLY 73.62 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 12° 46' 54'
THENCE NORTH 12 13'31" EAST 112.13 FEET TO THE BEGINNING OF A NON - TANGENT CURVE
CONCAVE NORTHERLY HAVING A RADIUS OF 196.67 FEET WITH A RADIAL BEARING OF SOUTH 19
37' 14" WEST;
THENCE EASTERLY 31.26 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 9 06' 23";
THENCE SOUTH 79 27' 38" EAST 41.33 TO THE BEGINNING OF A TANGENT CURVE CONCAVED
NORTHERLY HAVING A RADIUS OF 365.00 FEET;
THENCE NORTHERLY 63.92 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 10" 02'03";
THENCE SOUTH 89 29 11 EAST 20.87 FEET;
THENCE NORTH 43 07' 10" EAST 33.97 FEET TO THE WESTERLY RIGHT -OF -WAY (50 FEET FROM
CENTERLINE) OF LINDENBERGER ROAD AS SHOW ON SAID PARCEL MAP;
THENCE SOUTH 00 30'19" WEST ALONG SAID RIGHT -OF -WAY 120.00 FEET;
THENCE LEAVING SAID RIGHT -OF -WAY NORTH 42 06'32" WEST 33.97 FEET;
THENCE NORTH 89 29 41 " WEST 20.87 FEET TO THE BEGINNING OF A TANGENT CURVE
CONCAVED NORTHERLY HAVING A RADIUS OF 435.00 FEET;
THENCE NORTHERLY 76.18 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 10 02'
THENCE SOUTH 56 22 WEST 20.90 FEET;
THENCE SOUTH 12 13' 31" WEST 27.14 FEET TO THE BEGINNING OF A TANGENT CURVE
CONCAVED EASTERLY HAVING A RADIUS OF 270.00 FEET;
THENCE SOUTHERLY 60.23 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 12 46'54";
THENCE SOUTH 00 33' WEST 129.53 FEET;
THENCE NORTH 89" 15' 12" WEST 103.71 FEET TO THE BEGINNING OF A TANGENT CURVE
CONCAVED NORTHEASTERLY HAVING A RADIUS OF 330.00 FEET;
THENCE WESTERLY 147.67 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 25 38'21 ";
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6281 628Roadesmt7- 04.doe1711712004WD
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THENCE NORTH 63 36' " WEST 209.68 FEET;
THENCE SOUTH 83 04'49" WEST 27.46 FEET;
THENCE SOUTH 49 46' 29" WEST 63.74 FEET TO THE BEGINNING OF A TANGENT CURVE
CONCAVED SOUTHEASTERLY HAVING A RADIUS OF 970.00 FEET;
THENCE SOUTHWESTERLY 41.85 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 2 11 28'
19
THENCE SOUTH 47 11 18'110" WEST 284.00 FEET,
THENCE NORTH 42 41'50" WEST 60.00 FEET To THE TRUE POINT OF BEGINNING.
THE ABOVE - DESCRIBED PARCEL CONTAINS 79,452 SQUARE FEET, (1.824 ACRES), MORE OR LESS.
PREPARED UNDER THE SUPERVISION OF
DAVID E. CORYELL, R.C.E. 31574
DATE: ` 3 t ` o`f EXPIRES: DEC. 31, 2004 pRdFESS/0N
r�
ca ran
� No. 31574
* Exp. 12/31/04
F 0fi CALIF���
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6281628Roadesmt7- 04.doc17117/20041RSD
IN Sp 2 00 4- 0 81 3251 34 6A I of
LI NDEN SE RGER R OAD _ LOT "H"
Q
,n
1 WESTERLY RIGHT OF WAY
OF LINDENBERGER ROAD
PER P.M.B. 146/1 -26
i!
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MOST WESTERLY POINT
OF PARCEL 28
SCALE: 1"— 200'
0 100' 200' 400'
CSL Engineering, Inc.
11651 Sterling Avenue, Suite 'E'
Riverside, CA 92503
(909) 785 -5122
DATE: AUGUST 2004 SCALE: 1" = 200'
M. 11.
�' '11i r• � .
•
NGENT DATA
01
BEARING
GIST.
1
S89'29'41" E
4337'
2
N12'13'31 "E
78.21'
3
N00'33'23" E
98.84'
4
S89'1 5' 12" E
73.02'
5
N49'46'29 "E
99.87'
6
S42'41'55 "E
131.00'
CURVE DATA
01
❑
R
L
T
1
1616'28"
400.00'
113.62'
57.19'
2
12746'54"
300.00'
66.92'
33.60'
3
25'38'21
300.00'
134.25'
68.27'
4
2'28'19"
1000.00'
1 43.14'
1 21.58'
PARCEL 28
P.M. 21838
P.M.B. 14611 -26
SEE SHEETS 2 AND 3
FOR ANNOTATION OF
EASEMENT SIDELINES
T.P.0.8.
X1 5 4 W
9 ROFESS 10
Q f
No. 31574
*
Exp. 12/31 /04 * �
\� c
Tf //
PAf?CEL 14
P. M. 2 78-38
P.M.B. 14
EXHIBIT "B"
ACCESS ROAD EASEMENT
PAGE 1 OF 3
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� f£ SyFETNF
�_ 3
ZY
..`'� 30 1
.
� / p
A- BT05'08"
R= 70.00'
L= 106.40'
T= 53.20'
A= 2'28' 19"
R= 1030,00'
L= 44.44'—
T= 22.22'
30=
/30 c
CURVE DATA
A
R
L
T
1
10' 14'1 4�'
100.00'
17.87'
8.96'
2
728'19"
970.00'
41.85'
21.65'
3
2'28'19
1000.00'
43.14'
21.58'
5
'0�
rr
/ /RpEESS /p�
No. 31574 :-o * Exp. 12/31/04
\ qf CfV11. ��Q'
F nr k�0�
o
h
P.O.C.
(AT ANGLE POINT PARCEL 28)
T.P.O.B:
PARCEL 28
P. M. 21838
P.M.B. 14611 -26
SCALE: 1"= 100'
5Nnw!!�
0 50' 100` 200'
CSL Engineering, Inc.
11651 Sterling Avenue, Suite 'E'
Riverside, CA 92503
(909) 785 -5122
SEE SHEET 1
EXHIBIT " B "
ACCESS ROAD EASEMENT
SIDELINE ANNOTATION
DATE: AUGUST 2004 1 SCALE: 1" r 100' 1 PAGE 2 OF 3
N
1111III II�II� I1��11 II�I� I�II� 1{� I�����1 111 ����I 1111 IN
� 0,2 00 4 - 0 8 V 13 eF
TANGENT DATA
BEARING
DIST,
1
N39'32'1 5"E
41.04'
2
N53'22'37'W
41.04'
3
N49'46'29" E
9.56'
4
N49'46'29" E
63.74'
N8SO4'49" E
27.46`
Irm
T=
�VQFESS/0 - � tF <Fyc�
o - )
No. 31574
Exp. 12/31/04
LINDENBERGER ROAD LOT "H"
J .4
NQO'30'f 9 "E 1
�6
120.0
0'
L
T
1
2
35'
35'
1
N
ca
�� 4
o� r
S0(733'23 "W
196.67'
3
a ��
2
N
330 4" 4
i 7g 21 ' '31
S19 *37'14 "_WfR��
N12•13; ,t 4=
S1 �'46'47"W R��
I R;
E =
T=
�VQFESS/0 - � tF <Fyc�
o - )
No. 31574
Exp. 12/31/04
LINDENBERGER ROAD LOT "H"
J .4
DATA
�6
e
'1
ti
L
T
1
10'02'03"
365.00'
63.92'
32.04'
�=' 3
S0(733'23 "W
196.67'
129.53'
=0 00' N00'33'23"
T- 36.96' 259.29' 3:
12'46'54"
330 4" 4
60.23'
N
00
7 3.62' S
Z
435.00'
3 3.60'
38.12'
27.14'
6
=
20.90'
10
v^
33.97'
A= 25'38'21"
R= 270.00'
So
T =120.8
V*l -f
..•I�'�
3 0'
s£ £ A Sy <7N
CURVE
DATA
BEARING
e
R
L
T
1
10'02'03"
365.00'
63.92'
32.04'
2
9'06'23"
196.67'
31.26'
15.66'
3
12'46'54"
270.00'
60.23'
30.24'
4
1 10'02'03"
435.00'
1 76.18'
38.12'
WESTERLY RIGHT OF WAY
OF LINDENBERGER ROAD
PER P.M.B. 146/1 -26
SCALE: 1"- 100'
_ 0 50' 100' 200'
�CD
z
e= 25'38'22"
R= 330.00'
L= 147.67'
T= 75.09'
PARCEL 28
P. M. 21838
P.M.B. 14611 -26
`TANGENT DATA
BEARING
DIST.
1
N43'07' 10" E
33.97'
2
N89'29'41 "W
20.87'
3
N79'27'3$ "W
41.33'
4
N00'33'23"W
52.80'
5
N45'05'43" E
21.45'
6
N89'15'12 "W
26.98'
7
N39'32'1 5"W
41.04'
8
N12'13'31 "E-
27.14'
9
N56'22'56" E
20.90'
10
N42'06'32 "W
33.97'
11
N89'29'41" E
GSL Engineering, Inc EXHIBIT "B"
11651. Sterling Avenue, Suite 'E' ACCESS ROAD EASEMENT
Riverside, CA 92503
909 785 -5122 1 SIDELINE ANNOTATION
DATE: AUGUST 2004 SCALE: 1" = 100' PAGE 3 OF 3
1 111111111111111111111111111111111111111111111111111111 .','°;•�°':fiw�