08_0592600PLEASE COMPLETE THIS INFORMATION
RECORDING REQUESTED SY:
RIVERSIDE COUNTY
SURVEY OFFICE
AND WHEN RECORDED MAIL TO:
4080 LEMON STREET, 8TH FL
RIVERSIDE, CA 92501
MAIL STOP NUMBER 1080
DOC # 2008 - 0592600
11/07/2008 08:00A Fee:NC
Page 1 of 25
Recorded in Official Records
County of Riverside
Larry W. Ward
Assessor, County Clerk & Recorder
111111111111111111111111111111111111111111111111111111
S
R
U
PAGE
I SIZE
DA
MISC
LONG
RFD
COPY
M
A
L
4e6
428
PCOR
NCOR
SMF
CHG
Exnrr
L
T:
CTY
UNI
Space above this line for recorders use only
EASEMENT /C /• /)
Title of Document
TRA:
DTT
THIS PAGE ADDED TO PROVIDE ADEQUATE SPACE FOR RECORDING INFORMATION
($3:00 Additional Recording Fee Applies)
0
ACR 238P- AS4RE0 (Rev. 03/2008)
CERTIFICATE of ACCEPTANCE of EASEMENT
(GOVERNMENT CODE SECTION 27281)
THIS IS TO CERTIFY that the interest in real property
granted by the easement dated Q / 3 /Z oc7 7
from GEOBILT HOMES, INC.. A CALIFORNIA
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, drainage 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: L O4/ - 7. ZCZS , COUNTY OF RIVERSIDE
Juan C. Perez
Director of Transportation
FOR RECORDER'S USE
THIS INSTRUMENT IS FOR
THE BENEFIT OF THE
COUNTY OF RIVERSIDE AND
ENTITLED TO BE RECORDED
WITHOUT FEE.(GOV. CODE
61 a3)
RETURN TO RIVERSIDE
COUNTY SURVEYOR'S
OFFICE.
STOP NO. 1080
EASEMENT
GEOBILT HOMES, INC., A CALIFORNIA 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, aver, 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
GEOBILT HOMES INC. A CALIFORNIA CORPORATION
DATED ld • ` 07 BY:
PRINT NAME: 6- A'A EIChr,1r.
PRINT TITLE: f �1&J+K
DATED BY:
PRINT NAME:
PRINT TITLE:
PAGE 1 OI I i `l
I IIIIII IIIIIII Ill VIII VIII VIII IIIIIII III VIII IIII IIII f 2008 n
T. 2 S. R. 4 W.. SEC. 9 ROAD NAME: PIGEON PASS ROAD PROJECT NAME: AS 05010 W.O.# AB 05010 PH
COMERICA BANK
Beneficiary under deed of trust recorded August 21, 2007 as Instrument No. 2007538648,
Records of the Recorder's Office, Riv Cou rnia.
DATED October 15, 2007 BY
PRINT NAME: Barry J. Cohen
October 15, 2007
DATED
PRINT TITLE: SVP- Western Market
BY:
PRINT NAME: Anthony Lopilato
PRINT TITLE: SVP - Western Market
PAGE 2OF3
,.m@;���0
T.2 S..RA W.. S£C. 9 ROAD NAME: PIGEON PASS ROAD PROJECT NAME: AB 05010 W.O.# AB 05010 PH
COMERICA BANK
Beneficiary under ed of trust recorded August 21, 2007 as Instrument No. 20
Re ds of the Recorder's Office, Riverside County, Calif
NAM
iSTAR FINANCIAL INC. A MARYLAND CORPORATION
Beneficiary under deed of trust recorded November 1, 2007 as Instrument No. 2007- 0671329,
Records of the Recorder's Office, Riverside County, California.
DATED U
DATED
M.
PRINT NAME:
PRINT TITLE:
i
tt , m wl
it 1 k
E k I IL
PAGE 2OF3
IN 'pa����a
PRINT TITLE:
CALIFORNIA ALL - PURPOSE ACKNOWLEDGMENT
State of California
�}�am e ss.
County of (/
On . 110 before me, !G,
Dale Name and Title al Ohre, Se ,g.. - Jane Doe. No ary Putwl
n
personally appeared i J• AeEger~ .
Namels� of Signer(s)
personally known to me
❑ proved to me on the basis of satisfactory
evidence
BAN Af> #t MEANS
_ Ca�nMMofi �R 1478W
Nolvy PJbft - Cd Wft
OMW COU*
MyrCarra. E�MtMldrZS,
to be the persons} whose nameN) is /d%e—
subscribed to the within instrument and
acknowledged to me that he1ke/$ey executed
the same in his /hr /tKpir authorized
capacity(t s), and that by his /h r /thpir
signatureN) on the instrument the person ),or
the entity upon behalf of which the person($)
acted, executed the instrument.
WITNESS my hand and official seal.
signature of Notary Puts
OPTIONAL
Though the information below 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 or Type of Document:
Document Date: Number of Pages:
Signer(s) Other Than Named Above:
Capacity(ies) Claimed by Signer
Signer's Name:
❑ Individual Top of thumb here
❑ Corporate Officer — Title(s):
❑ Partner — ❑ Limited ❑ General
❑ Attorney -in -Fact
❑ Trustee
❑ Guardian or Conservator
❑ Other:
Signer Is Representing:
0 f999 National Notary Association • 9350 Da Soto Ave.. P.Q. Box 2402 • Chatsworth. CA 91313 -2402 • vnvw.natonalnofary.o;g P=od. No. 5997 Reorder. Call ToIFFree 1.800 -876 -5827
5 of 25
ALL - PURPOSE ACKNOWLEDGEMENT
State of California
County of Los Angeles
ss.
On October 15 before me, Judith Mendoza, a Notary Public in and for said State, personally
appeared Anthony Lopilato and Barry Cohen, personally known to me
to be the person(s) whose names(s) Ware subscribed to the within
instrument and acknowledged to me that helsilaeAhey executed the same in MAgefltheir authorized
capacity(ies), and that by Msl.�Ofl#heir signature(s) on the instrument the person(s), or the entity upon
behalf of which the person(s) acted, executed this instrument.
WITNESS my hand and official seal
(L04A
N7ary Public 6
JUDffH MENDOZA
C OlIM111ptOf! • 1742M
"Oftr an Co
ift
(Notary Seal)
NIIIIIIIIINII�IINIIIIIIIII�IIIIIIIII m�:��-
Notary page attached to:
Easement
Geobilt Homes, Inc., A California Corporation
Project name: AB 05010
Right -of -Way Dedications for Pigeon pass Road- Spring Mountain Ranch
ACKNOWLEDGMENT
STATE OF TEXAS )
SS
COUNTY OF DALLAS )
On me, r �P r,r1 l v2 , personally appeared
�t Y oa , personally known to me to be the person whose name is subscribed to the
within instrument and acknowledged to me that he executed the same in his authorized
capacity, and that by his signature on the instrument, the person, or the entity upon behalf
of which the person acted, executed the instrument.
WITNESS my hand and official seal.
GLENN M. ZINA i
0. O''s Notary Public, State of Texas
My commission Expires
s wn o � t ti�� +• November 17, 2011
Notary tic
(SEAL)
uummmWUinii��imini�uuMfl .��:
EXHIBIT "A"
LEGAL DESCRIPTION
PUBLIC ROAD AND UTILITY EASEMENT
IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE,
CALIFORNIA, BEING PORTIONS OF SECTIONS 9 AND 16, TOWNSHIP 2 SOUTH, RANGE
4 WEST, SAN BERNARDINO MERIDIAN, PORTIONS OF THE LOTS OF THE VIVIENDA
RANCH AS SHOWN BY MAP ON FILE IN BOOK 2, PAGE 39 OF MAPS, PORTIONS OF
THE LOTS OF MAP OF EUREKA ON FILE IN BOOK 4 PAGE 67 OF MAPS, AND
PORTIONS OF THE LOTS OF LOT LINE ADJUSTMENT NO. 4704 RECORDED MARCH 5,
2004 AS INSTRUMENT NO. 2004 - 0157398, OFFICIAL RECORDS OF RIVERSIDE COUNTY,
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
PARCEL "A" ( PALMYRITA AVENUE)
COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 9 BEING THE
CENTERLINE INTERSECTION OF MT. VERNON AVENUE (60.00 FEET WIDE) AND
PALMYRITA AVENUE (66.00 FEET WIDE) AS SHOWN BY PARCEL MAP NO. 30485 -1 ON
FILE IN BOOK 206 OF PARCEL MAPS, PAGES 24 THROUGH 26, INCLUSIVE, RECORDS
OF SAID COUNTY;
THENCE NORTH 00 0 30'54" EAST ALONG THE WEST LINE OF SAID SECTION 9, A
DISTANCE OF 58.00 FEET TO A LINE PARALLEL WITH AND 58.00 FEET NORTHERLY,
MEASURED AT RIGHT ANGLES FROM THE SOUTHERLY LINE OF SAID SECTION 9;
THENCE SOUTH 89 0 15'10" EAST ALONG SAID PARALLEL LINE, A DISTANCE OF 480.44
FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "A ";
THENCE NORTH 85"42'18" EAST, A DISTANCE OF 111.48 FEET TO A POINT ON THE
WESTERLY LINE OF PARCEL "B" OF SAID LOT LINE ADJUSTMENT NO. 4704 BEING
THE TRUE POINT OF BEGINNING;
THENCE CONTINUING NORTH 85 EAST, A DISTANCE OF 24.09 FEET TO A
POINT ON THE EASTERLY LINE OF SAID PARCEL `B ";
THENCE SOUTH 00 °44'50" WEST ALONG SAID EASTERLY LINE, A DISTANCE OF 36.92
FEET TO THE NORTHEAST CORNER OF THAT CERTAIN PARCEL OF LAND
CONVEYED TO THE REDEVELOPMENT AGENCY FOR THE COUNTY OF RIVERSIDE
BY DEED RECORDED APRIL 6, 2005 AS INSTRUMENT NO. 2005-0267951, OFFICIAL
RECORDS OF SAID COUNTY;
THENCE NORTH 89 0 15'10" WEST ALONG THE NORTHERLY LINE OF SAID PARCEL, A
DISTANCE OF 24.00 FEET TO SAID WESTERLY LINE OF PARCEL "B" OF LOT LINE
ADJUSTMENT NO. 4704;
THENCE NORTH 00 0 44'50 "EAST ALONG SAID WESTERLY LINE, A DISTANCE OF 34.80
FEET TO THE TRUE POINT OF BEGINNING.
CONTAINING 860 SQUARE FEET, MORE OR LESS
PAGE I OF 9 PAGES 10115/2007
K:13062041SurIFINAL PLATIREPORTSISMR ROW -1 GEO EXHIBIT -A.doc
IOI�YIIIIIIII�IIIIIIIIIIIIRIIIIYI�IIYI =��M�A
SHOWN BY EXHIBIT "B," ATTACHED.
PARCEL "B" ( PALMYRITA AVENUE)
COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 9 BEING THE
CENTERLINE INTERSECTION OF MT. VERNON AVENUE (60.00 FEET WIDE) AND
PALMYRITA AVENUE (66.00 FEET WIDE) AS SHOWN BY PARCEL MAP NO. 30485 -1 ON
FILE IN BOOK 206 OF PARCEL MAPS, PAGES 24 THROUGH 26, INCLUSIVE, RECORDS
OF SAID COUNTY;
THENCE NORTH 00 °30'54" EAST ALONG THE WEST LINE OF SAID SECTION 9, A
DISTANCE OF 58.00 FEET TO A LINE PARALLEL WITH AND 58.00 FEET NORTHERLY,
MEASURED AT RIGHT ANGLES FROM THE SOUTHERLY LINE OF SAID SECTION 9;
THENCE SOUTH 89 0 15'10" EAST ALONG SAID PARALLEL LINE, A DISTANCE OF 480.44
FEET TO SAID POINT "A ";
THENCE NORTH 85"42'18" EAST, A DISTANCE OF 136.53 FEET TO A LINE PARALLEL
WITH AND 70.00 FEET NORTHERLY OF, MEASURED AT RIGHT ANGLES FROM THE
SOUTHERLY LINE OF SAID SECTION 9;
THENCE SOUTH 89 EAST ALONG SAID PARALLEL LINE, A DISTANCE OF 180.42
FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHERLY, HAVING A
RADIUS OF 298.00 FEET;
THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 09 °25'33 ",
AN ARC DISTANCE OF 49.02 FEET TO THE BEGINNING OF A TANGENT REVERSE
CURVE CONCAVE NORTHERLY, HAVING A RADIUS OF 262.00 FEET;
THENCE EASTERLY ALONG SAID REVERSE CURVE THROUGH A CENTRAL ANGLE
OF 06 0 29'42 ", AN ARC DISTANCE OF 29.70 FEET;
THENCE SOUTH 86 0 19'19" EAST, A DISTANCE OF 66.40 FEET TO THE EASTERLY LINE
OF PARCEL "A" OF SAID LOT LINE ADJUSTMENT NO. 4704 AND THE TRUE POINT OF
BEGINNING;
THENCE CONTINUING SOUTH 86 0 19'19" EAST, A DISTANCE OF 144.12 FEET;
THENCE SOUTH 81 0 55'24" EAST, A DISTANCE OF 90.49 FEET TO THE BEGINNING OF A
NON - TANGENT CURVE CONCAVE NORTHERLY, HAVING A RADIUS OF 1,989.00 FEET,
A RADIAL LINE TO SAID BEGINNING BEARS SOUTH 03'14'01" WEST;
THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
01 °16'38 ", AN ARC DISTANCE OF 44.34 FEET;
THENCE SOUTH 88 0 02'37" EAST, A DISTANCE OF 280.45 FEET TO THE BEGINNING OF
A TANGENT CURVE CONCAVE NORTHERLY, HAVING A RADIUS OF 567.00 FEET;
THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
38 °30'37 ", AN ARC DISTANCE OF 381.10 FEET;
PAGE 2 OF 9 PAGES 10115/2007
K:13062041Sur\F[NAL PLAIIREPORTSISMR ROW -1 GEO EXHIBIT -A.doc
L MINI IIIIIII Ill VIII VIII
111111111111111 VIII lill lill 11;� 0� 55Q�R
THENCE NORTH 53 °26'46" EAST, A DISTANCE OF 103.08 FEET TO THE BEGINNING OF
A TANGENT CURVE CONCAVE SOUTHERLY, HAVING A RADIUS OF 833.00 FEET;
THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
32 °28'32 ", AN ARC DISTANCE OF 472.15 FEET;
THENCE NORTH 85 0 55'18" EAST, A DISTANCE OF 562.37 FEET TO THE BEGINNING OF
A TANGENT CURVE CONCAVE NORTHERLY, HAVING A RADIUS OF 467.00 FEET;
THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 31 0 39'03 ",
AN ARC DISTANCE OF 25798 FEET;
THENCE NORTH 54 0 16'15" EAST, A DISTANCE OF 38.87 FEET;
THENCE NORTH 13 0 08'05" EAST, A DISTANCE OF 19.88 FEET TO A POINT ON A NON -
TANGENT CURVE CONCAVE EASTERLY, HAVING A RADIUS OF 330.00 FEET, A
RADIAL LINE TO SAID POINT BEARS SOUTH 57 0 47'54" WEST, SAID POINT
HEREINAFTER REFERRED TO AS POINT "B ";
THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
15 °42'17 ", AN ARC DISTANCE OF 90.45 FEET;
THENCE NORTH 89 WEST, A DISTANCE OF 18.23 FEET;
THENCE SOUTH 54 0 16'15" WEST, A DISTANCE OF 4598 FEET TO THE BEGINNING OF
A TANGENT CURVE CONCAVE NORTHERLY, HAVING A RADIUS OF 533.00 FEET;
THENCE WESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
31 AN ARC DISTANCE OF 294.44 FEET;
THENCE SOUTH 85 0 55'18" WEST, A DISTANCE OF 562.37 FEET TO THE BEGINNING OF
A TANGENT CURVE CONCAVE SOUTHERLY, HAVING A RADIUS OF 767.00 FEET;
THENCE WESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
32 0 28'32 ", AN ARC DISTANCE OF 434.74 FEET;
THENCE SOUTH 53 0 26'46" WEST, A DISTANCE OF 103.08 FEET TO THE BEGINNING OF
A TANGENT CURVE CONCAVE NORTHERLY, HAVING A RADIUS OF 633.00 FEET;
THENCE WESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
36 0 02'50 ", AN ARC DISTANCE OF 398.25 FEET;
THENCE SOUTH 89 0 29'36" WEST, A DISTANCE OF 476.74 FEET TO THE BEGINNING OF
A TANGENT CURVE CONCAVE NORTHERLY, HAVING A RADIUS OF 3,000.00 FEET;
THENCE WESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
00 °22'26 ", AN ARC DISTANCE OF 19.57 FEET TO THE SOUTHWESTERLY LINE OF
PARCEL "B" OF SAID LOT LINE ADJUSTMENT NO. 4704;
THENCE NORTH 54 0 21'12" WEST ALONG SAID SOUTHWESTERLY LINE, A DISTANCE
PAGE 3 OF 9 PAGES 1 011 5120 07
K:13062041SurIFlNAL PLAT%REPOR ROW -1 GEO EXHIBIT -A.doc
�IIIII I�Ill�t I�I I�III VIII �If�l IIII��I III IIIIII III fll� i! /H�7�$ 08�0$�66H
OF 76.29 FEET TO THE SOUTHERLY LINE OF SAID SECTION 9;
THENCE NORTH 89 0 15'10" WEST ALONG SAID SOUTHERLY LINE, A DISTANCE OF
25.45 FEET TO SAID EASTERLY LINE OF PARCEL "A" OF LOT LINE ADJUSTMENT NO.
4704;
THENCE NORTH 00 0 44'50" EAST ALONG SAID EASTERLY LINE, A DISTANCE OF 59.39
FEET TO THE TRUE POINT OF BEGINNING;
CONTAINING 3.81 ACRES, MORE OR LESS
SHOWN BY EXHIBIT "B," ATTACHED.
PARCEL "C " (MT. VERNON AVENUE)
COMMENCING AT ABOVE REFERENCED POINT "A ";
THENCE NORTH 45 °44'51" EAST, A DISTANCE OF 24.04 FEET;
THENCE NORTH 00 0 44'52" EAST, A DISTANCE OF 665.31 FEET TO A POINT ON THE
SOUTHERLY LINE OF PARCEL "B" OF SAID LOT LINE ADJUSTMENT NO. 4704 BEING
THE TRUE POINT OF BEGINNING;
THENCE CONTINUING NORTH 00 °44'52" EAST, A DISTANCE OF 106.63 FEET TO THE
BEGINNING OF A TANGENT CURVE CONCAVE WESTERLY, HAVING A RADIUS OF
1200.00 FEET;
THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
03 0 54'02 ", AN ARC DISTANCE OF 81.70 FEET;
THENCE NORTH 03 °09'10" WEST, A DISTANCE OF 82.89 FEET TO THE BEGINNING OF
A TANGENT CURVE CONCAVE WESTERLY, HAVING A RADIUS OF 1,044.00 FEET;
THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
17 "1132 ", AN ARC DISTANCE OF 313.27 FEET TO A POINT ON THE SOUTHERLY LINE
OF THE NORTHWEST ONE - QUARTER OF THE SOUTHWEST ONE - QUARTER OF SAID
SECTION 9;
THENCE SOUTH 89 0 16'17" EAST ALONG SAID SOUTHERLY LINE, A DISTANCE OF
119.18 FEET TO A POINT LYING SOUTH 89 0 16'17" EAST, A DISTANCE OF 545.77 FEET
FROM THE SOUTH ONE- SIXTEENTH CORNER ON THE WEST LINE OF SAID SECTION
9, SAID POINT HEREINAFTER REFERRED TO AS POINT "C" BEING THE BEGINNING
OF A NON - TANGENT CURVE CONCAVE WESTERLY, HAVING A RADIUS OF 1,156.00
FEET, A RADIAL LINE TO SAID POINT BEARS NORTH 71 °46'45" EAST;
i
THENCE SOUTHERLY ALONG SAID NON - TANGENT CURVE THROUGH A CENTRAL
ANGLE OF 01 0 36'38 ", AN ARC DISTANCE OF 32.50 FEET;
PAGE 4 OF 9 PAGES 10115/2007
K:130620*Sur1FINAL PLATIREPORTS%SMR ROW -I GEO EXHIBIT -A.doc
111111111111111111l 111111111111111111111111111111111111 11 0�� 808'
THENCE RADIAL TO SAID LAST MENTIONED CURVE NORTH 73 0 23'23" EAST, A
DISTANCE OF 2.00 FEET TO THE BEGINNING OF A NON - TANGENT CURVE
CONCENTRIC WITH LAST MENTIONED CURVE AND HAVING A RADIUS OF 1,158.00
FEET;
THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
13 °27'27 ", AN ARC DISTANCE OF 271.99 FEET TO THE BEGINNING OF A COMPOUND
CURVE CONCAVE WESTERLY, HAVING A RADIUS OF 211.00 FEET;
THENCE SOUTHERLY ALONG SAID COMPOUND CURVE THROUGH A CENTRAL
ANGLE OF 13 0 32'34 ", AN ARC DISTANCE OF 49.87 FEET TO THE BEGINNING OF A
REVERSE CURVE CONCAVE EASTERLY, HAVING A RADIUS OF 200.00 FEET, A
RADIAL LINE TO SAID BEGINNING BEARS NORTH 79 0 36'36" WEST;
THENCE SOUTHERLY ALONG SAID REVERSE CURVE THROUGH A CENTRAL ANGLE
OF 09 0 38'32 ", AN ARC DISTANCE OF 33.66 FEET;
THENCE SOUTH 00 0 44'52" WEST, A DISTANCE OF 848.83 FEET;
THENCE SOUTH 47 0 25'56" EAST, A DISTANCE OF 24.21 FEET TO A POINT ON THE
EASTERLY LINE OF PARCEL "B" OF SAID LOT LINE ADJUSTMENT NO. 4704;
THENCE SOUTH 00 °44'50" WEST ALONG SAID EASTERLY LINE, A DISTANCE OF 0.94
FEET TO THE NORTHEAST CORNER OF HEREIN DESCRIBED PARCEL "A ";
THENCE SOUTH 85 0 42'18" WEST ALONG THE NORTHERLY LINE OF SAID PARCEL
"A ", A DISTANCE OF 24.09 FEET TO THE WESTERLY LINE OF PARCEL "B" OF SAID
LOT LINE ADJUSTMENT NO. 4704;
THE FOLLOWING FOUR (4) COURSES CONTINUE ALONG THE WESTERLY AND
SOUTHERLY LINES OF SAID PARCEL "B ":
1. THENCE NORTH 00 0 44'50" EAST, A DISTANCE OF 390.26 FEET;
2. THENCE NORTH 89 0 15'33" WEST, A DISTANCE OF 44.00 FEET;
3. THENCE NORTH 00 0 44'50" EAST, A DISTANCE OF 276.39 FEET;
4. THENCE NORTH 82 WEST, A DISTANCE OF 50.38 FEET TO THE TRUE
POINT OF BEGINNING.
CONTAINING 1.84 ACRES, MORE OR LESS.
SHOWN BY EXHIBIT "B ", ATTACHED.
PARCEL "D"
BEGINNING AT ABOVE REFERENCED POINT "B" BEING THE NORTHEASTERLY
CORNER OF HEREIN DESCRIBED PARCEL "B" AND THE BEGINNING OF A NON-
PAGE 5 OF 9 PAGES I Oil 512007
K:13062041SurIFINAL PLATIREPORTS\SMR ROW -1 GEO EXHIBIT -A.doc
IIIEII IIIIIIIIIIIIIII Illlllllll IIIIIIIIII IIIIIIIIIIIII II
2068-@592660
TANGENT CURVE CONCAVE EASTERLY, HAVING A RADIUS OF 330.00 FEET, A
RADIAL LINE TO SAID POINT BEARS SOUTH 57 °47'54" WEST;
THENCE NORTHERLY ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF
29 0 58'20 ", AN ARC DISTANCE OF 172.63 FEET;
THENCE NORTH 89 0 28'50" WEST, A DISTANCE OF 3.00 FEET TO THE BEGINNING OF A
NON - TANGENT CURVE CONCAVE EASTERLY HAVING A RADIUS OF 333.00 FEET, A
RADIAL LINE TO SAID BEGINNING BEARS SOUTH 87 °47'43" WEST;
THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
03 °06'29 ", AN ARC DISTANCE OF 18.06 FEET;
THENCE NORTH 00"54'12" EAST, A DISTANCE OF 249.95 FEET;
THENCE NORTH 00 0 15'50" EAST, A DISTANCE OF 92.02 FEET TO THE BEGINNING OF
A NON - TANGENT CURVE CONCAVE WESTERLY HAVING A RADIUS OF 99.00 FEET, A
RADIAL LINE TO SAID BEGINNING BEARS NORTH 82 °38'39" EAST;
THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
11 "41'21" , AN ARC DISTANCE OF 20.20 FEET TO THE BEGINNING OF A REVERSE
CURVE CONCAVE EASTERLY HAVING A RADIUS OF 101.00 FEET, A RADIAL LINE TO
SAID BEGINNING BEARS SOUTH 70"57'18" WEST;
THENCE NORTHERLY ALONG SAID REVERSE CURVE THROUGH A CENTRAL ANGLE
OF 19 AN ARC DISTANCE OF 35.16 FEET;
THENCE NORTH 00 "54'12" EAST, A DISTANCE OF 140.05 FEET;
THENCE NORTH 44 0 05'08" WEST, A DISTANCE OF 33.93 FEET TO THE SOUTHERLY
LINE OF HEREIN DESCRIBED PARCEL "E" (PIGEON PASS ROAD);
THENCE SOUTH 89 0 04'27" EAST ALONG SAID SOUTHERLY LINE, A DISTANCE OF
92.50 FEET TO A POINT ON THE NORTHERLY LINE OF THE SOUTHWEST ONE -
QUARTER OF THE SOUTHEAST ONE QUARTER OF SAID SECTION 9 LYING SOUTH
87 EAST 581.98 FEET FROM THE CENTER SOUTH ONE - SIXTEENTH CORNER OF
SAID SECTION 9;
THENCE ALONG SAID NORTHERLY LINE SOUTH 87 EAST, A DISTANCE OF
44.29 FEET;
THENCE SOUTH 45 0 54'52" WEST, A DISTANCE OF 32.21 FEET;
THENCE SOUTH 00 0 54'12" WEST, A DISTANCE OF 140.00 FEET TO THE BEGINNING OF
A TANGENT CURVE CONCAVE WESTERLY, HAVING A RADIUS OF 101.00 FEET;
THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
19 °56'54" , AN ARC DISTANCE OF 35.16 FEET TO THE BEGINNING OF A REVERSE
CURVE CONCAVE EASTERLY, HAVING A RADIUS OF 99.00 FEET, A RADIAL LINE TO
SAID BEGINNING BEARS NORTH 69 0 08'54" WEST;
PAGE 6 OF 9 PAGES 101 1 512 00 7
K:V3062041Sur1FINAL PLATIREPORTSISMR ROW -1 GEO EXHIBIT -A.doc
Illllllllli {I III{ illllllll111111111111111111111ffflllll
2008-059260@
@
W
THENCE SOUTHERLY ALONG SAID REVERSE CURVE THROUGH A CENTRAL ANGLE
OF 19 AN ARC DISTANCE OF 34.47 FEET;
THENCE SOUTH 00 0 54'12" WEST, A DISTANCE OF 327.74 FEET TO THE BEGINNING OF
A TANGENT CURVE CONCAVE EASTERLY, HAVING A RADIUS OF 267.00 FEET;
THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
03 AN ARC DISTANCE OF 17.63 FEET;
THENCE NORTH 89 0 28'50" WEST, A DISTANCE OF 3.01 FEET TO THE BEGINNING OF A
NON - TANGENT CURVE CONCAVE EASTERLY, HAVING A RADIUS OF 270.00 FEET, A
RADIAL LINE TO SAID BEGINNING BEARS SOUTH 87 °09'32" WEST;
THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
45 AN ARC DISTANCE OF 212.37 FEET;
THENCE SOUTH 42 °05'37" WEST, A DISTANCE OF 60.00 FEET TO SAID EASTERLY LINE
OF HEREIN DESCRIBED PARCEL "B" BEING THE BEGINNING OF A NON - TANGENT
CURVE CONCAVE EASTERLY, HAVING A RADIUS OF 330.00 FEET, A RADIAL LINE TO
SAID BEGINNING BEARS SOUTH 42 0 05'37" WEST;
THENCE NORTHWESTERLY ALONG SAID CURVE AND SAID EASTERLY LINE
THROUGH A CENTRAL ANGLE OF 15 0 42'17" , AN ARC DISTANCE OF 90.45 FEET TO
THE POINT OF BEGINNING.
CONTAINING 1.32 ACRES, MORE OR LESS.
SHOWN BY EXHIBIT "B ", ATTACHED.
PARCEL "E" (PIGEON PASS ROAD)
BEGINNING AT ABOVE REFERENCED POINT "C" BEING THE NORTHEASTERLY
CORNER OF HEREIN DESCRIBED PARCEL "C" AND BEING A POINT ON THE
SOUTHERLY LINE OF THE NORTHWEST ONE - QUARTER OF THE SOUTHWEST ONE -
QUARTER OF SAID SECTION 9;
THENCE SOUTH 89 EAST ALONG SAID SOUTHERLY LINE, A DISTANCE OF
684.88 FEET TO THE BEGINNING OF A NON - TANGENT CURVE CONCAVE
NORTHERLY, HAVING A RADIUS OF 2,011.00 FEET, A RADIAL LINE TO SAID
BEGINNING BEARS SOUTH 08 0 40'07" WEST;
THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
00 AN ARC DISTANCE OF 0.77 FEET;
THENCE SOUTH 81"21'12" EAST, A DISTANCE OF 653.18 FEET TO THE BEGINNING OF
A TANGENT CURVE CONCAVE NORTHERLY, HAVING A RADIUS OF 967.00 FEET;
THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 26
AN ARC DISTANCE OF 441.72 FEET;
PAGE 7 OF 9 PAGES 10/15/2007
K:13062041Sur1F[NAL PLAI'\REPORTSISMR ROW -1 GEO EXHIBIT -A.doc
111111 1111111 III Ell 1 IN 11 2008 -05 9 26 80 ��
THENCE NORTH 72 0 28'27" EAST, A DISTANCE OF 153.26 FEET TO THE BEGINNING OF
A TANGENT CURVE CONCAVE SOUTHERLY, HAVING A RADIUS OF 1,033.00 FEET;
THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 00 °28'21
AN ARC DISTANCE OF 8.52 FEET TO A POINT ON THE NORTHERLY LINE OF THE
SOUTH ONE -HALF OF THE SOUTHWEST ONE- QUARTER OF SAID SECTION 9;
THENCE SOUTH 89 °16'17" EAST ALONG SAID NORTHERLY LINE, A DISTANCE OF
163.63 FEET TO THE NORTHWEST CORNER OF THE SOUTHWEST ONE - QUARTER OF
THE SOUTHEAST ONE - QUARTER OF SAID SECTION 9 LYING SOUTH 89 EAST
2,631.75 FEET FROM THE SOUTH ONE - SIXTEENTH CORNER ON THE WEST LINE OF
SAID SECTION 9;
THENCE SOUTH 87 EAST ALONG THE NORTHERLY LINE OF SAID SOUTHWEST
ONE - QUARTER OF THE SOUTHEAST ONE - QUARTER OF SECTION 9, A DISTANCE OF
581.98 FEET;
THENCE NORTH 89 0 04'27" WEST, A DISTANCE OF 426.53 FEET TO THE BEGINNING OF
A TANGENT CURVE CONCAVE SOUTHERLY, HAVING A RADIUS OF 967.00 FEET;
THENCE WESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
18 °27'06 ", AN ARC LENGTH OF 311.42 FEET;
THENCE SOUTH 72 0 28'27" WEST, A DISTANCE OF 153.26 FEET TO THE BEGINNING OF
A TANGENT CURVE CONCAVE NORTHERLY, HAVING A RADIUS OF 1,033.00 FEET;
THENCE WESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
26 1071 ", AN ARC DISTANCE OF 471.87 FEET;
THENCE NORTH 81 0 21'12" WEST, A DISTANCE OF 806.04 FEET TO THE BEGINNING OF
A TANGENT CURVE CONCAVE SOUTHERLY, HAVING A RADIUS OF 1,189.00 FEET;
THENCE WESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
09 0 07'50 ", AN ARC DISTANCE OF 189.48 FEET;
THENCE SOUTH 89 0 30'58" WEST, A DISTANCE OF 72.08 FEET TO THE BEGINNING OF A
TANGENT CURVE CONCAVE SOUTHERLY, HAVING A RADIUS OF 750.00 FEET;
THENCE WESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
16 0 07'35 ", AN ARC DISTANCE OF 211.09 FEET;
THENCE SOUTH 73 0 23'23" WEST, A DISTANCE OF 9.28 FEET;
THENCE SOUTH 30 0 11'04" WEST A DISTANCE OF 32.86 FEET TO THE EASTERLY LINE
OF HEREIN DESCRIBED PARCEL "C (MT. VERNON AVENUE) BEING A POINT ON A
NON - TANGENT CURVE CONCAVE WESTERLY, HAVING A RADIUS OF 1,158.00 FEET,
A RADIAL LINE TO SAID POINT BEARS NORTH 76 °58'415" EAST;
THE FOLLOWING (3) THREE COURSES CONTINUE ALONG SAID EASTERLY LINE:
PAGE 8 OF 9 PAGES 10/ 1 512 00 7
K: \306204\Sur \FINAL PLAT\REPORTS \SMR ROW -1 GFO EXHIBIT -A.doc
I1111111111111 llll� Illll Illll1111111 llljll III IN 31
2 f 0a 15
1. THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL
ANGLE OF 03 0 35'22 ", AN ARC DISTANCE OF 72.54 FEET;
2. THENCE RADIAL TO SAID CURVE SOUTH 73 0 23'23" WEST, A DISTANCE OF
2.00 FEET TO THE BEGINNING OF A NON - TANGENT CURVE CONCENTRIC
WITH SAID LAST MENTIONED CURVE AND HAVING A RADIUS OF 1,156.00
FEET;
3. THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
01 °36'38 ", AN ARC DISTANCE OF 32.50 FEET TO THE POINT OF BEGINNING.
CONTAINING 2.92 ACRES, MORE OR LESS.
SHOWN BY EXHIBIT "B ", ATTACHED.
PREPARED UNDER THE DIRECTION OF:
G mz6A ti No. 7841 t
10 KOEPKr, rS. 7841 ATE
NSE EXPIRES: 12/31/2008
THIS DOCUMENT REVIEWED BY
RIVERSIDE COUNTY SURVEYOR.
BY;
DATE; fo / �' a
PAGE 9 OF 9 PAGES 1015/2007
K:\306204\Sur\FINALPLATIREPORTS\SMR ROW -1 GEO EXHIBIT -A.duc
IN I cl of P.5
EXHIBIT W m
INDEX MAP
5 4
8 9
j
Q BLUE ,410UNTAIN DRIVE
0
\SEC. 9, T.2 S., R.4 W.,
'Of INDICATES SHEET No.
— PIGEON PASS ROAD
1
T of
PARCEL "d' hApP tA8 Ar
-- — —
SEC. 16, 1
712 S., R.4 W., S.B.M.
s� � + ° =1zaa•
SEC. 10,
T.2 S. R.4 W., + S.B.M.
\ I I
�9p
SEC. 15,
T.2 S., R.4 W., S.B.M.
I
LAND
�
No. 7841 ° x
Exp. 12/31/08
OF CALF
K
/O l O
J6H, . KDEPKE . 841 DATE
P. DATE.• 1213112008
N. T. S.
DRIVE CONSULTING INC
277 RAHEROS DR
277 RANCHEROS HEROS
COUNTY OF RIVERSIDE, CALIFORNIA
scaLF 1"= 1200'
SUrM 300
SAN MARCOS,CA 92069
PUBLIC ROAD & UTILITY EASEMENT
DATE: 9128107
IWC 760.891.3200 N.crc. rn
SPRING MOUNTAIN RANCH
BY" MLP
SMR-- ROW— T — WO
SHEET a OF 7
IN "�_ -. 8
VICINITY MAP
NOTE EXHIBIT 'B
Q PALMYRITA AVENUE
PORTION OF PARCEL A", L.L.A. NO. 4675 CONVEYED
TO THE REDEVELOPMENT AGENCY FOR THE COUNTY OF
RIVERSIDE PER INST. N0. 2005 - 0267951, O.R.
SCALE N 1 =200'
NO.
BEARING
DISK
0 1 30130
S86'19' 19"E
POR. PAR. "A ",
L2
S86'19'19"E
W
L.L.A. NO. 4704
N89' 15' 10 "W
25.45'
j
POINT A"
59.39'
3
POC
PARCEL
100'30'54 "E
58.00'
S89 480.44'
176.53'
N &542'1 E
M
S'LY LINE SEC 9
j
L 591.25'
189' 15' 10 "W 941.25'
P� EL ;a" PEA A MW
& PARCEL "B"
SW COR SEC 9 PARGEL A° El
PALMYRITA AVENUE
POR. PALMYRITA AVENUE, SEE SHE£7 M0. 7
DEDICATED PER INST. NO
2006 - 0245563, O.R., RECD
4106106 & INST NO. 2006- SECTION 16 T.2 S.,
0300928, O.R., RECD 4126106 R.4 W., SB.M.
POR. W KENDA RANCH, MB 2139
PARCEL ° B °
\ PALMYRITA AVE.
13.81 AC.
R= 1969.00'
,6= 01'16'38"
L= 44.34'
PALM'�TA A VB'4C�E j 00'
O SOX 1 " [R� ` d L338t 10
R1 '
S88'0237
W 280.45'
476.74'
S89'29'36 "W /
COUNTY OF RIVERSIDE
CITY OF RIVERSIDE
�SrLy LINE PARCEL "B",
L.L.A. NO. 4704
INST. NO. 2004-0157398,0,R.
6�
4b 5 %
LINE TABLE
NO.
BEARING
DISK
L 1
S86'19' 19"E
66.40'
L2
S86'19'19"E
144.12'
L3
N89' 15' 10 "W
25.45'
L4
100'44'50 'E
59.39'
POR. PAR. A° EASTERLY LINE PAR. ° A ",
L.L.A. NO. 4704 1 L.L.A. NO. 4704
w R= 298.00' R-262.00' TPOB
d =0925 33' PARCEL
L= 49.02' d= 029.72"
J
S89'15 10"E 90.49524 °E
180.42' L1 W
o N10'10'23
(Rr
0
� 189' 15' 10 °W L3 i m
476,74
154 ' 12 "W S89'29'JCW W
76.29' V ~ ---
PARCEL ° B ° R= 3000.00'
PALMYRITA AVE. d =00'22 26"
13.81 AC, L =1957
SW'LY LINE PARCEL "B",
L.L.A. NO, 4704
INST. NO. 2004-0157398,0.R,
R= 833.00'
d =32'28'32" 1�
L= 472.15' 1
�6
N O
i
n
Z
W
r�
W
LA
w
R= 767.00'
d =3.728'32"
L= 434.74'
I SECTION 9, T.2 S., R.4 W., S.B.M.
� SEC77ON 16, T.2 5 , R.4 W, S.B.M.
R= 633.00' /
,6-36'0250
L= 398.25'
\\ SLY LINE LOT 9,
\ \ �WKENOA TRACT I
277 STA CONSULTING INC. COUNTY OF RIVERSIDE, CALIFORNIA SCALE: °-200'
277 RANCHEROS DRIVE
SUITE 300 9128107
SAN 9/28/07
SAN MARCOS, CA 92069 PUBLIC ROAD & UTILITY EASEMENT
tC 760.891.3200 6Y.• MLP
SPRING MOUNTAIN RANCH
SHEET 2 OF 7
11111111111111111111111111111111111111111111111111 INI 'm�� �,
i
STANTEC CONSULTING INC. COUNTYOFRIVFRSIDE, CALIFORNIA SCALE.' AS NOTED
277 RANCHEROS DRIVE
SUITE 300 DATE 9/28/07
SAN MARCOS, CA 92069 PUBLIC ROAD & UTILITY EASEMENT
ftC
760,891.3200 wnhcmm 8Y.' MLP
SPRING MOUNTAIN RANCH
SHEET 3 OF 7
111111111 IIII �,�=�•
EXHIBIT "B
SEE SHEET No. 5
scAr.E
N r' =too•
a
PARCEL "B" POINT m ir
PALMYRITA AVE. \
-*5.15 AC. P08 PARCEL
S574754'W {R)
? N54' 16' 15"E 38.87'
R =8.33, 00'
,l
4 ' R= 467.00'
d= 32'28'32"
6= 31'39'03" ` 1
L=
472.15'
L= 257.98' /
N LA
N85'55' 18 "E 562.37'
w
�
585'55'18 W 562.37' R= 533.00' SEE BELO
W
�,
w
Pa , ,�voiTA L Q 6= 31'3903"
U r n+' L= 294.44'
R= 767.00'
6= 322832
POR. SEC. 9,
L= 434.74'
T.2 S, R.4 W., S.B.M.
SEE SHEET No. 5
1 �1
lir
POINT
k'
POO g? R= 330.00'
PARCEL "D" 1
}�� 6= 15'42' 17"
SCALE
N r'= too'
yp' i L= 90.45'
N 13'08'05 'E 19.88'
N54' 16' 15"E 38.67'
POR. SEC, 9,��
T.2 S., R.4 W., S.B.M. tk
A r, L N89'15'50'W 18.23'
O S54'
16' 15'W 45.98'
"B"
W 4
W
3.39 PARCEL
' PA
D LMYRI M AVE.
g`533•00' 1 5.15 AC.
i
STANTEC CONSULTING INC. COUNTYOFRIVFRSIDE, CALIFORNIA SCALE.' AS NOTED
277 RANCHEROS DRIVE
SUITE 300 DATE 9/28/07
SAN MARCOS, CA 92069 PUBLIC ROAD & UTILITY EASEMENT
ftC
760,891.3200 wnhcmm 8Y.' MLP
SPRING MOUNTAIN RANCH
SHEET 3 OF 7
111111111 IIII �,�=�•
EXHIBIT T v
8 9
SCALE
S 1/16 CORNER
SECTION 9
545.77'
N'LY LINE Si /2,
SW 114 SEC 9
\ POINT V
S8916'1 POB PARCEL 'E"
N71'4645"E (R)
' 7'E 2631.75'
R= 1044.00'
d =1711 '32"
L= 313.27'
POR. PAR. - B - ,
L.LA. NO. 4704
NO3'09'10 'W
82.89'
R= 1158.00'
NO.
d= 132727'
DIST.
L= 271.99'
N89'15'33 "W
N86 50'50 "E - (R)
L2
R= 211.00'
POINT To
mo d= 1332'34"
N82'34'18'W
L= 49.87'
P08
S89' 16' 17"E
PARCEL "E"
S89'16'17"£
N71'46'45 "E (R)
.545.77'
:)jqLJL3qLW_(R)
R= 200.00' 119.18
R= 1156.00'
d= 09'38'32"
6=01'36 38"
L= 33.66'
L= 32.50'
~ SE D ET A IL A" N'LY LINE S112, ~ �L
BELOW SW 114 SEC 9
56' S8'
50', 50
t 3 I
R= 1200.00'
d= 0354'02" -
L= 81.70'
N00'44 52'E'
106.63'—<
TPOB /
PARCEL "C'
PARCEL "C'
N
Z
W
W
4 I u l I I�ta
� Q �
LINE TABLE
NO.
BEARING
DIST.
L1
N89'15'33 "W
44.00'
L2
NOO'44 50 "E
276.39'
L3
N82'34'18'W
5038'
L4
S89' 16' 17"E
119.18'
�P,4S�S —' `° A246
N73'23'23"E (R)
2.00'
POR. PAR. -B-, R= 1158.00'
L.L.A. NO. 4704 d= 13'2727'
L= 271.99'
?' EASTERLY LINE " 1'
PARCEL "B" 1
POR. PAR. "A ", L l L.L.A. NO. 4704 DETN1 TS
A
L.L.A. NO. 4704 3
48 83 E
'u
WESTERLY LINE v �' POR• PAR. "A
PARCEL "B ", cn L.L.A. NO. 4704 J ,
L.L.A. NO. 4704 $ a I S00'44'WW
`-� SEE DETAIL 'B" 24.09' 0.94'
N45'44'5 2 1 "E RIGHT S&T42'18"W
24.04' Z — — — — I
POINT "A" l S4725'56'E I DETAIL "B"
50' 50 24.21' M T S cV
PARCEL 'C'
Y LINE SEC 9 PARCEL
OUNTY OF RIVERSIDE ' SEE SHEET NO. 7
vTY of R I VER SID PALMYfD'TA AVM
POR. PALMYRITA AVENUE, DEDICATED PER INST.
NO. 2006 -- 0245563, O.R., RE-C 4106106 do
INST NO. 0300928, O.R., RECD 4126106
• Z
- PAR
W
277 RA CONSULTING INC. COUNTY OF RIVERSIDE, CALIFORNIA SCALE r° =200'
277 RANCHEROS DRIVE
SURE 300 DATE 9/28/07
SAN MARCOS, CA 92069 PUBLIC ROAD & UTILITY EASEMENT
760.891.3200 +T.� 3K MLP
SPRING MOUNTAIN RANCH
SHEET 4 OF 7
111111111 INI �m "�•
SCALE t' =200'
NW COR
SW 1/4, SE
SECTION 9
S8747'43'W (R)
N89'2850"W
3.00'
58746' 14't-(Jv-j
DETAIL "A"
N. T S.
S8707' 16" W
N89
3.01'
9709 '32'W
DETAIL "B"
N. T. S.
EXHIBIT "B
TO 7S11 581.98•
coy S'C 9 PIGEON PASS ROAD
LY LINE
S
L 1 1/4 SEC — —
44.29'
S87`2g •
DETAIL T"
N.T.S.
4 115EM PA
N LY LINE SW 114, SE 1/4 SEC 9
S8 729 1 13 E 58 .98'-�-
N44'05'08"W 33.93' L
SEE C SHa7 NO. 6 4V
R= 101.00'
,6=19 56'54' `.��
L= 35.16' Z
S70'57' 18'W �R)
N82'3-8'39"E SR�
R= 99.00' 33'
d= 1141'21"
L= 20.20'
NOO' 15'50 "E 92.02' : '
Ev.
SEE DETAIL "C"
R0� ABOVE —
e ��729 54 ' 13 "E 44.2.9' �
S45' 52 'W 32.21'
45' -
8=101.00'
6= 19'5654"
"o L= 35.16'
S6 9'08 54 "E (R�
R= 99.00'
-33 d =19'5654"
L= 34.47'
R= 333.00' 6 =03'05 29"
L= 18.06'
SE D ET A IL A'
'28'50"W 3.00'
R= 330.00' d= 29'58'20'
L= 172.63'
yuM r�
�� P08 PARCEL "D"
S5747'54'
PARCEL
W p�rA A
q R= 267.00' 4= 03'4656"
v L= 17.63'
' y SEE DETAIL 'B
N89'28'5D"W 3.01'
R= 270.00' .6= 45'03'55"
L= 212.37'
S42'05 J7"W (R)
60.00'
R= 330.00'
d= 15'42' 17"
L= 90.45'
LINE TABLE
NO.
BEARING
DIST.
L 1
S89'04 27"E
92.50'
W POR. SEC. 9,
T.2 S., R.4 W., S.B.M.
STANT RA D R I VE INC. COUNTY OF RIVERSIDE, CALIFORNIA SCALE. 7"=200'
277 RAHERRVE
SUITE 300 DALE 9/28/07
SAN MARCOS, CA 92069 PUBLIC ROAD & UTILITY EASEMENT
C 760.891.3200 BY: MLP
SPRING MOUNTAIN RANCH
SHEET 5 OF 7
111111111111 i�i
11 / )W/2068
CURVE TABLE
NO.
RADIUS
DELTA
LENGTH
Cl
1158.00'
03'35'22"
72.54'
POR. PIGEON PASS ROAD VACATED
SEE D
SHEET NO. 4 \, PaNT "C"
PW PARCEL "E"
L -- Z N71'4645 "E (R)_ i
S89'16'1
EXHIBIT "B 11
SCALE 1' -200'
POR. SEC. 9,
T.2 S., R.4 W. S. B.M.
R= 2011.00' PARCEL "E"
d= 00'01'19" f2.92 AC.
L=0.77'
S69'16'17"E 2631.75' --t N'LY LINE S1/2,
4 Q'OT ° W�R SW 114, SEC 9
684.88' - _ S69'16'I rE "�i 1237.47'
2,
W --r- - - -
C 1 582„E W
R= 750.00' 6Sj
Ny6'58'" R d= 16'0735" R- 1189.00'
L= 211.09' _
�l1 S7323 23 "W 9.28' 6= 09'07150" 1 °A `'' SAD &06.04 W
y S30'11 4 04 "W 32.86' L= 189.48' m
l I POR. SEC. 9, W
T.2 S, R.4 W, S.B.M.
A 56 58' POR. MT. VERNON AVENUE VACATED
SEE SHEET No. 4
N`LY LINE S1 /2 1 12 AC.
SW 114, SEC 9
�- S89'16'1T'E 2631.75'
- 1237.47'
58171'12 E R= 967.00' d= 26'1021"
653.18 /, L= 441.72'
R =103.. 00'
d^00'2821" N1T03'12 "W R)
F
--��-
f 589'16'1TE�.�
L�
i
f � 5 j538Z�"w
8� ' „" >>
W=103.00',6=26
N812112 "yy L= 471.87'
POR. SEC. 9, POR. PIGEON PASS ROAD VACATED
T.2 S., R.4 W, S.B.M.
LINE TABLE
NO.
BEARING
DIST
L 1
N72'28 27"E
153.26'
POR. SEC. 9,
T.2 S., R.4 W, S.B.M.
C5 1 167H
CDR. SEC. 9
LINE 1
SE 1 9
SE 1 /4, SEC 9
S8T29' 13"E 581.98'
- - N89"04'27"W 426:53' -
R EW PASS HIDAD
R=967.00',6= 18'27'06"
L= 311.42'
SEE SHEET No. 5
L
27c SUMVE INQ COUNTY OF RIVERSIDE, CALIFORNIA SCALE: r —zoo'
277 RANCHEROS DRIVE
SUITE 300 DATE. 9128107
SAN MARCOS, CA 92069 PUBLIC ROAD & UTILITY EASEMENT
SbKItC 760.8911200 , BY: MLP
SPRING MOUNTAIN RANCH
SHEET 6 OF 7
cx
� w
Lai fn
EXHIBIT "B
If
5C4LE N 1 " =20'
POR. PAR. A",
L.L.A. NO. 4704,
INST. NO. 2004- 0157398, O.R.,
RECD 0310512004 POR. PAR. *6,
L.L.A. NO. 4704
PARCEL "C ",
(SEE SHEET NO 4)
J
N85'42' 18" E 136.53' 1 — -
- ;
N 85 - 42' 18 E
11 1.48 24.09'
POINT 'A' MOB o
POC PARCEL "A"
PARCEL "C" o
Z
24.00' -
N89' 15' 10 "W
POR. PAR. A ",
L.L.A. NO. 4704,
INST. NO, 2004 - 0157398, O.R.,
RECD 0310512004
POR • PARR. "8",
L.L.A. NO. 4704,
INST. NO, 2004 - 0157398, O.R.
RECD 0310512004
S89' 15' 10 'E 180.42'
0.96'
3
O
rn�
V
0
PARCEL "A"
PALMYRITA AVENUE
-E860 S.F.
N
O
Z
, W
W
TM BO"ENT REl EWED BY
RIVERSIDE COUNTY SURVEYOR.
BY: �
DATE: to /6/07
PALMYRITA AVENUE `l
PORTION OF PARCEL "A ", L.L.A. NO. 4675 CONVEYED
TO THE REDEVELOPMENT AGENCY FOR TIME COUNTY OF
RIVERSIDE PER INST NO. 2005- 0267951, O.R.
277 RANCHEROS CO ROS DRVE INC. COUNTY OF RIVERSIDE, CALIFORNIA E: 1 "=200'
1p 277 RANCHEROS DRNE
SUITE 300 DATE. 9/28/07
SAN MARCOS,CA 92069 PUBLIC ROAD & UTILITY EASEMENT
9tl168C 740.893.3200 lan BY.- MTP
SPRING MOUNTAIN RANCH
SHEET 7 OF 7
amumiiuuimiMUinuiiuixuu �e�:.
23 of 25
0
Z 2
0
S89' 15' 10 'E A89 "W S'LY LINE SEC]]ON 9
LLJ 591.25' �C 24.00'
4
COUNTY OF RIVERSIDE
—
LW PAWTWA AWME
L
CITY OF RIVERSIDE
cn
W
TM BO"ENT REl EWED BY
RIVERSIDE COUNTY SURVEYOR.
BY: �
DATE: to /6/07
PALMYRITA AVENUE `l
PORTION OF PARCEL "A ", L.L.A. NO. 4675 CONVEYED
TO THE REDEVELOPMENT AGENCY FOR TIME COUNTY OF
RIVERSIDE PER INST NO. 2005- 0267951, O.R.
277 RANCHEROS CO ROS DRVE INC. COUNTY OF RIVERSIDE, CALIFORNIA E: 1 "=200'
1p 277 RANCHEROS DRNE
SUITE 300 DATE. 9/28/07
SAN MARCOS,CA 92069 PUBLIC ROAD & UTILITY EASEMENT
9tl168C 740.893.3200 lan BY.- MTP
SPRING MOUNTAIN RANCH
SHEET 7 OF 7
amumiiuuimiMUinuiiuixuu �e�:.
23 of 25
LARRY W. WARD [recorder
P.O. Box 751
COUNTY OF RIVERSIDE Riverside, CA 92502 -0751
ASSESSOR — COUNTY CLERK — RECORDER (951) 486 -7000
www.riversideacr.com
CERTIFICATION
Pursuant to the provisions of Government Code 27361.7, 1 certify under the penalty of perjury
that the following is a true copy of illegible wording found in the attached document:
Print or type the page numbers and wording below):
5exI/9 v/ C 5 r,Ms/t)�4-411 T
i
i
Date:
Signature: 6flt'14�1�l
Print Name: 7
ACR 601P- AS4RE0 (Rev. 0912005) Available in Alternate Formats
I1111111111111IIIillll11111IIIII1111111III1111111IIIIII i f $ g�$ °i
order
LARRY W. WARD Recorder
SOX 751
COUNTY OF RIVERSIDE Riverside, CA 92502 -0751
_i ASSESSOR- COUNTY CLERK - RECORDER ( 486 -7000
www. riversideacr.com
NOTARY CLARITY
Under the provisions of Government Code 27361.7, 1 certify under the penalty of perjury
that the notary seal on the document to which this statement is attached reads as
follows:
Name of Notary: V U T �6•�f� aZ 4
Commission #: /74 2.3,9'0
Place of Execution: 1-0,5 ALf Ges Aoe'wr
Date Commission Expires: Zal�
Date:
Signature:
0
wvtot,.. -tom
Print Name: .44" l&k-()
ACR 186P- AS4RE0 (Rev. 09!2006) Available in Alternate Formats
111111111111111111111111111111111111111111111111111111111111 ,�np��.