07_0262291PLEASE COMPLETE THS INFORMATION
RECORDING REQUESTED BY:
CLERK OF THE BOARD
DEPARTMENT
(CAC - 1 st Floor)
AND WHEN RECORDED MAIL TO.
RETURN TO: STOP #1010
Clerk of the Board
CAC Bld . - 1 = ' Floor
DOC " 2007--- 026229l
04/19/2007
Conformed Copy
Has not been compared with original
Larry W Ward
County of Riverside
;hzsassor, County Cierk $ Re'.zo de;
THIS SPACE FOR RECORDERS USE ONLY
RESOLUTION NO. 2007-042
Title of Document
SUMMARILY VACATING A PORTION OF GILMAN SPRINGS ROAD
IN THE GILMAN HOT SPRINGS AREA
(AB 07 -002)
(FIFTH SUPERVISORIAL DISTRICT)
(Transportation Department -- Item 2.17 of 0411 7107)
THIS PAGE ADDED TO PROVIDE ADEQUATE SPACE
FOR RECORDING INFORMATION CORY
I I Board of Supervisors Coun of Riverside
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RESOLUTION NO. 2007-042
SUMMARILY VACATING A PORTION OF GILMAN SPRINGS ROAD
IN THE GILMAN HOT SPRINGS AREA
(AB 07 -002)
(Fifth Supervisorial District)
WHEREAS, the hereinafter- described portion of Gilman Springs Road was
relinquished to the County of Riverside by relinquishment documents recorded per
Instrument No. 68836 on July 5, 1966 on State Highway Map Book 4, Page 94 and
Instrument No. 113922 on December 27, 1949 on State Highway Map Book 5 Pages 48
and 49 ;
WHEREAS, the hereinafter- described portion of Gilman Springs Road is being
superseded by relocation, are not necessary, and is excess Right -of -Way not required for
public street and highway purposes, now, therefore;
BE IT RESOLVED, DETERMINED AND ORDERED by the Board of Supervisors
of the County of Riverside, State of California, in regular session assembled on
April 17 , 2007, as follows:
1. Pursuant to Section 8334(a) of the Streets and Highways Code that the
hereinafter - described portion of Gilman Springs Road is excess Right -of -Way, are
no longer required for public street and highway purposes and is hereby summarily
vacated.
Page 1 of 2
04.17.07 2.17
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I RESOLUTION NO. 2007-042
SEE LEGAL DESCRIPTION AND PLAT ATTACHED HERETO
AS EXHIBITS "A" AND "B" AND MADE A PART HEREOF
EXCEPTING AND RESERVING from the vacation an easement for any existing
public utilities and public service facilities, together with the right to maintain, operate,
replace, remove, or renew such facilities, pursuant to Section 8340 of the Streets and
Highways Code.
2. That the herein - described portion of Gilman Springs Road is unnecessary for
present or prospective public use, including use as a non - motorized
transportation facility.
ADOPTED by Riverside County Board of Supervisors on April 17, 2007, by
the following vote:
ROLL CALL:
Ayes: Buster, Tavaglione, Stone, Wilson and Ashley
Nays: None
Absent: None
AM
1N.04 AB 07002
Page 2 of 2
The foregoing is certified W be a true copy of a
resolution duly adopted by said Board of super-
visors on the date therein set forth.
NANO O RO Clerk of said Bo
By j LG _-
FORM APPROVED
COUNTY COUNSEL
MAR 14 '
04.17.07 2.17
EXHIBIT "A"
LEGAL DESCRIPTION
BEING A PORTION OF THOSE CERTAIN PARCELS OF LAND RELINQUISHED TO THE
COUNTY OF RIVERSIDE BY RELINQUISHMENT DOCUMENTS RECORDED DECEMBER 27,
1967, AS INSTRUMENT NUMBER 113922, AS SHOWN ON "MAP OF RELINQUISHMENT" ON
FILE IN STATE HIGHWAY MAP BOOK 5, PAGES 48 AND 49 AND RECORDED JULY 5, 1966,
AS INSTRUMENT NUMBER 68836, AS SHOWN ON "MAP OF RELINQUISHMENT" ON FILE IN
STATE HIGHWAY MAP BOOK 4, PAGE 94, ALL BEING RECORDS OF THE RECORDER OF
RIVERSIDE COUNTY, CALIFORNIA, LYING IN SECTION 5, TOWNSHIP 4 SOUTH, RANGE 1
WEST, SAN BERNARDINO MERIDIAN, DESCRIBED AS FOLLOWS:
BEGINNING AT THE MOST SOUTHERLY CORNER OF PARCEL 0953 -0076 AS DESCRIBED IN
FINAL ORDER OF CONDEMNATION, RECORDED JUNE 4, 1997, AS INSTRUMENT NUMBER
198366, AS SHOWN ON RECORD OF SURVEY, BOOK 102, PAGES 23 THROUGH 42,
INCLUSIVE, OF RECORDS OF SURVEY, RECORDS OF SAID RECORDER, SAID POINT BEING
THE BEGINNING OF A NON - TANGENT CURVE, CONCAVE NORTHEASTERLY, HAVING A
RADIUS OF 257.94 FEET AND AN INITIAL RADIAL BEARING OF S 39 °38'32" W;
THENCE SOUTHEASTERLY ALONG THE ARC OF SAID NON - TANGENT CURVE, ALSO BEING
THE NORTHERLY LINE OF THAT CERTAIN PARCEL RELINQUISHED BY SAID INSTRUMENT
68836, THROUGH A CENTRAL ANGLE OF 38 °55'28 ", A DISTANCE OF 175.23 FEET;
THENCE CONTINUING ALONG SAID NORTHERLY LINE, S 89 0 16'54" E, A DISTANCE OF
377.23 FEET TO THE BEGINNING OF A TANGENT CURVE, CONCAVE SOUTHWESTERLY
AND HAVING A RADIUS OF 1806.86 FEET;
THENCE SOUTHEASTERLY ALONG THE ARC OF SAID TANGENT CURVE, THROUGH A
CENTRAL ANGLE OF 7 0 56'12 ", A DISTANCE OF 250.29 FEET TO THE NORTHWESTERLY OF
CORNER OF SEGMENT 1, AS SHOWN ON SAID STATE HIGHWAY MAP BOOK 5, PAGES 48
AND 49;
THENCE S 81 0 20'42" E, ALONG THE NORTHERLY LINE OF SAID SEGMENT 1 A DISTANCE
OF 390.33 FEET (SHOWN AS 400.00 FEET ON SAID STATE HIGHWAY MAP BOOKS PAGES 48
AND 49) TO AN ANGLE POINT THEREIN;
THENCE CONTINUING ALONG SAID NORTHERLY LINE OF SAID SEGMENT 1 S 89 A
DISTANCE OF 101.13 FEET TO AN ANGLE POINT THEREIN;
THENCE CONTINUING ALONG SAID NORTHERLY LINE OF SAID SEGMENT 1 S 81 °20'42" E, A
DISTANCE OF 84.74 FEET TO AN ANGLE POINT THEREIN;
THENCE CONTINUING ALONG SAID NORTHERLY LINE OF SAID SEGMENT 1 S 67 0 49'18" E,
A DISTANCE OF 116.64 FEET, TO THE BEGINNING OF A NON- TANGET CURVE, CONCAVE
SOUTHWESTERLY, HAVING A RADIUS OF 530.00 FEET AND AN INITIAL RADIAL BEARING
OF N 21 0 00'38" E;
THENCE CONTINUING ALONG SAID NORTHERLY LINE OF SAID SEGMENT 1 AND
SOUTHEASTERLY ALONG THE ARC OF SAID NON - TANGENT CURVE, THROUGH A
CENTRAL ANGLE OF 3 °52'11", A DISTANCE OF 35.80 FEET TO AN ANGLE POINT IN THE
WESTERLY OF LINE OF PARCEL 0953 -007K AS DESCRIBED IN SAID FINAL ORDER OF
CONDEMNATION, SAID POINT BEING THE SOUTHERLY TERMINUS OF THAT CERTAIN
COURSE BEING N 24 0 04'58" W A DISTANCE OF 293.54 FEET AS SHOWN ON SAID RECORD
OF SURVEY;
PAGE 1 OF 2
EXHIBIT "A"
LEGAL DESCRIPTION
THENCE S 24 °4'58" E ALONG THE SOUTHERLY PROLONGATION OF SAID COURSE, A
DISTANCE OF 78.63 FEET TO THE BEGINNING OF A TANGENT CURVE, CONCAVE
SOUTHWESTERLY AND HAVING A RADIUS OF 1100.00 FEET;
THENCE SOUTHEASTERLY ALONG THE ARC OF SAID TANGENT CURVE:, THROUGH A
CENTRAL ANGLE OF 1 0 815 ", A DISTANCE OF 21.84 FEET TO THE MOST NORTHERLY
CORNER OF PARCEL 0953 -007J AS DESCRIBED IN SAID FINAL ORDER OF
CONDEMNATION, AS SHOWN ON SAID RECORD OF SURVEY, SAID CORNER BEING THE
BEGINNING OF A NON - TANGET CURVE, CONCAVE SOUTHWESTERLY, HAVING AN INITIAL
RADIAL BEARING OF N 34 °8'30" E;
THENCE NORTHWESTERLY ALONG THE ARC OF SAID NON - TANGENT CURVE, ALSO
BEING THE SOUTHERLY LINE OF SAID SEGMENT 1, THROUGH A CENTRAL ANGLE OF
12 °41'48", A DISTANCE OF 104.15 FEET TO THE BEGINNING OF A NON - TANGET CURVE,
CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 2720.35 FEET AND AN INITIAL RADIAL
BEARING OF N 13 0 57'43" E;
THENCE NORTHWESTERLY ALONG THE ARC OF SAID NON TANGENT CURVE AND SAID
SOUTHERLY LINE OF SAID SEGMENT 1, THROUGH A CENTRAL ANGLE OF 5 0 18'26 ", A
DISTANCE OF 251.98;
THENCE N 81 W; A DISTANCE OF 427.51 FEET TO THE SOUTHEASTERLY CORNER
OF THAT CERTAIN PARCEL RELINQUISHED BY SAID INSTRUMENT 68836, SAID POINT
BEING THE BEGINNING OF A TANGENT CURVE, CONCAVE SOUTHWEASTERLY AND
HAVING A RADIUS OF 1746.86 FEET;
THENCE ALONG THE SOUTHERLY LINE OF SAID PARCEL DESCRIBED IN INSTRUMENT
NUMBER 68836, NORTHWESTERLY ALONG THE ARC OF SAID TANGENT CURVE,
THROUGH A CENTRAL ANGLE OF 7 °56'12", A DISTANCE OF 241.98 FEET;
THENCE CONTINUNING ALONG SAID SOUTHERLY LINE OF SAID PARCEL N 89 A
DISTANCE OF 377.06 FEET TO A THE BEGINNING OF A TANGENT CURVE, CONCAVE
NORTHEASTERLY, HAVING A RADIUS OF 317.94 FEET;
THENCE CONTINUNING ALONG SAID SOUTHERLY LINE OF SAID PARCEL AND
NORTHWESTERLY ALONG THE ARC OF SAID TANGENT CURVE, THROUGH A CENTRAL
ANGLE OF 22 0 07'13 ", A DISTANCE OF 122.75, TO AN ANGLE POINT IN THE EASTERLY LINE
OF PARCEL 0953 -007B AS DESCRIBED IN SAID FINAL ORDER OF CONDEMNATION, SAID
POINT BEING THE SOUTHERLY TERMINUS OF THAT CERTAIN COURSE BEING
S 28 A DISTANCE 76.61 FEET AS SHOWN ON SAID RECORD OF SURVEY;
THENCE N 28 ALONG SAID AFOREMENTIONED COURSE, A DISTANCE OF 76.61
FEET;
THENCE N 9 A DISTANCE OF 27.42 FEET, TO THE TRUE POINT OF BEGINNING.
CONTAINING 94905 SQUARE FEET, 2.179 ACRES MORE OR LESS
£ ATT HED EXHIBIT " B"
APPROVED BY:
DATE:
No. 5705
Exp. 0 0 -30 -07
PAGE 2OF2
M111111
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a
�� • P AR 0953 -0078 EXHIBIT " B"
P E R RS 102/23 -42 SECTION 5
-32 W (R T. 4S. , R. 1 W. , S. B. M.
S 3g -38 � j
A
(SOUTHERLY CORNER PARCEL
0953 -00761
RELINQUISHED TO CO--
PER INST. NO. 68836,
REC 7 -5 -1966 STATE
HWY MAP 4/94
(R) = RADIAL
-- -CURVE DATA - --
-- -LINE DATA ---
❑
LENGTH
BEARING
38 -55 -28
DISTANCE
1
S
89 -16 -56
E
377.02'
2
S
81 -20 -42
E
390.36'
3
1 S
89 -52 -30
E
101.13'
4
S
81 -20 -42
E
84.74'
5
S
67 -49 -18
E
116.64'
6
S
24 -04 -56
E
78.63'
7
N
81 -20 -42
W
427.54'
8
N
89 -16 -56
W
377.02'
9
N
28 -25 -07
W
76.61'
[ 101
N
9 -51 -57 W
27-42'
-- -CURVE DATA - --
DELTA
I RADIUS
LENGTH
A
38 -55 -28
257.94'
175.23'
8
7 -56 -12
1806.86
250.29'
C
3 -52 -11
530.00'
35.80'
D
1 -08 -15
1100.00'
21.84'
E
12 -41 -48
470.00'
104.15'
F
5 -18 -26
2720.35
251.98'
G
7 -56 -12 1
1746.86'
241.98'
H
22 -07 -15 1
317.94' 1
122.75'
AREA OF
VACATION
/ 94907 SO.FT.
2.179 AC.
F 2
F
— — - RELINQUISHED TO CO
PER INST. NO. 113922,
7 l REC 12 -27 -1967 STATE
HWY MAP 5/48 -
O
4 , cc
r 00 -38 E �r
2 �
N 13
r
I N 3 g 0 8 4 E( R r
NORTHERLY CORNER PARCEL-- — --/
0953 -007J PER RS 102/23 -42
(AUNTY OF RIVERSIDE TRANSPORTATION DEn, SURVEY DIV
PROTECT GILMAN SPRINGS ROAD
INIS PLAT 15 AN AID Ill LDCATiNG THE PARCELISI DESCRIBED IN THE PRECEDIN(
)DCIKNT. ALL PRINIART CALLS ARE LOCA30 IN THk*ITT£N DESCRIPTION.
APPROVED BY
DATE Z -,T_
ry� Ca
o o, y �'
a �o�
PAR 0953 --0078
PER RS 102/23 -42
PREPARED - BY: WEH /KDT
SCALE: N. T. S.
DATE: JANRUARY 2001
W.O. NO.: A7 -0310
SHEET 1 OF 1 SHEET