HomeMy WebLinkAbout98-067 CC ResolutionRESOLUTION NO. 98-67
A RESOLUTION OF NECESSITY OF THE CITY COUNCIL
OF THE CITY OF TEMECULA DECLARING CERTAIN
REAL PROPERTY NECESSARY FOR PUBLIC PURPOSES
AND AUTHORIZING THE ACQUISITION THEREOF IN
CONNECTION WITH THE PALA ROAD BRIDGE AND
ROAD REALIGNMENT IMPROVEMENT PROJECT
(FEDERAL PROJECT NOS. BRLS-5459(003) AND BRRS-
W950)
THE CITY COUNCIL OF THE CITY OF TEMECULA DOES HEREBY
RESOLVE AS FOLLOWS:
Section 1. The City of Temecula is a municipal corporation in the County of
Riverside, State of California.
Section 2. The property interests are described generally in Section 3 of this
Resolution and more particularly described in Exhibits 1 and 2 of this Resolution, a re to be taken
for a public use, namely for the Pala Road Bridge and Road Realignment Improvement Project,
construction of said project, and all purposes necessary or convenient thereto, pursuant to the
authority conferred on the City of Temecula by eminent domain by California Constitution Article
I Section 19, and California Government Code Sections 37350, 37350.5, 40401, 40403 and 40404
and California Code of Civil Procedure Sections 1240.010 through 1240.050; and 1240.110,
1240.120, 1240.150, 1240.160, 1240.410, 1240.510, 1240.610, 1240.650, and other provisions
of law.
Section 3. The property interests sought to be taken are located in the City of
Temecula, County of Riverside, State of California, and are portions of a larger parcel identified
by Assessors Parcel Numbers 950-110-022, 024, 025 and 026. The property interests sought to
be taken are more particularly described in Exhibits 1 and 2 to this Resolution, which is
incorporated by this reference ("Subject Property Interests").
Section 4. The City Council of the City of Temecula finds and determines that:
A. The acquisition of the Subject Property Interests is required for the Pala
Road Bridge and Road Realignment Improvement Project ("the Project"). A general description
of the Project is set forth in the Agenda Report dated July 14, 1998 and the reports and documents
cited in that Report, which are all incorporated in this Resolution by this reference.
B. The potential environmental impacts of the acquisition of the Subject
Property Interests were analyzed by Riverside County and the Federal Highway Administration
in connection with the Pala Road Bridge and Road Realignment Project ("Project"), Federal
Project Nos. BRLS 5459(003), BRRS-W950. The Riverside County Transportation Department
R:resos\98-67 1
staff, in cooperation with Caltrans, the City and the FHWA, conducted a field review of the
Project and completed various environmental studies. The County determined that the Project
qualifies for a Categorical Exemption under the California Environmental Quality Act (CEQA)
Guidelines, Section 15061(b)(3). Notice of the determination was duly filed with the County
Clerk on January 23, 1996, and posted on February 24, 1996.
The FHWA conducted a separate field review of the Project and reviewed the
Project documents and determined that the Project is a "Categorical Exclusion," Class II action,
as described in 23 Code of Federal Regulations § 771.117. On July 10, 1997, the FHWA District
Engineer endorsed the Categorical Exclusion determination.
Pursuant to CEQA Guidelines 15162, the fmdings made by the County and FHW A
are also the appropriate findings with respect to acquisition of the Subject Property Interests. The
City Planning staff has reviewed the above determinations and the Project documents. On June
30, 1998, City staff determined that since the County and FHWA determinations, there have
occurred no significant changes in the Project or in the environment and no new information ha
been obtained that would require further environmental analysis.
Section 5. The City Council of the City of Temecula hereby finds and determines
A. The public interest and necessity require the proposed project;
B. The proposed project is planned or located in the manner that will be most
compatible with the greatest public good and the least private injury;
C. The property interests described in Exhibits 1 and 2 are necessary for the
proposed project; and
D. The offer required by Section 7267.2 of the Government Code has made
to the owners of record.
Section 6. The findings and declarations contained in this Resolution are based on
the record before the City Council on July 14, 1998 when it adopted this Resolution, including
the Agenda Report dated July 14, 1998, all documents incorporated in the Agenda Report, the
testimony at the hearing, the records and documents prepared in connection with the Project, the
testimony and evidence presented at hearings related to the Project, and the public records of the
City pertaining to the Project, all of which are incorporated in this Resolution by this reference.
Section 7. The City of Temecula hereby authorizes and directs Richards, Watson
& Gershon, as City Attorney, to take all steps necessary to commence an action in a court of
competent jurisdiction to acquire by eminent domain the property interests described in this
Resolution.
R: resos\98-67 2
PASSED, APPROVED, AND ADOPTED, by the City Council of the City of
Temecula this 14th day of July, 1998.
ATTEST:
C12y-Clerk
[SEAL]
Ron Roberts, Mayor
STATE OF CALIFORNIA )
COUNTY OF RIVERSIDE ) ss
CITY OF TEMECULA )
I, Susan W. Jones, City Clerk of the City of Temecula, do hereby certify that Resolution
No. 98-67 was duly and regularly adopted by the City Council of the City of Temecula at a
regular meeting thereof held on the 14th day of July, 1998, by the following vote:
AYES:
5 COUNCILMEMBERS: Comerchero, Ford, Lindemarts, Stone, Roberts
NOES:
0 COUNCILMEMBERS: None
ABSTAIN: 0
COUNCILMEMBERS: None
Susan~V. Jon~s, CMC
"-...~2ity Clerk
R:resos\98-67 3
TAKINGS FROM APN 950-110-022
EXHIBIT "A"
LEGAL DESCRIPTION FOR
WETLAND PRESERVATION AREA AND
WETLAND CREATION AREA
EXHIBIT
LEGAL DESCRIPTION FOR
WETLAND PRESERVATIONAREAAND
WETLAND CREATIONAd~EA
BEING PORTIONS OF THE TEMECULA RANCHO, IN THE COUNTY OF
RIVERSIDE, STATE OF CALIFORNIA, WHICH RA/~CHO WAS PATENTED TO LUIS
VIGNES BY PATENT RECORDED IN BOOK 1, PAGE 37 OF PATENTS, IN THE
OFFICE OT THE COUNTY RECORDER OF SAN DIEGO COUNTY, CALIFORNIA,
ALSO BEING A PORTION OF PARCEL 43 AS DESCRIBED IN DEED TO KACOR
REALTY, INC. RECORDED SEPTEMBER 29, 1977, AS INSTRUMENT NO.
192314 ON FILE IN THE OFFICE OF THE COUNTY RECORDER OF SAID
RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
PARCEL '~A" WETLA/qD PRESERVATION AilEA
BEGINNING AT THE NORTHWESTERLY CORNER OF THE "WILDLIFE
CONSERVATION EASEMENT" AS DESCRIBED IN INSTRUMENT NO. 424257,
RECORDED DECEMBER 21, 1995 IN THE RECORDER'S OFFICE OF SAID
COUNTY;
THENCE A_LONG THE WESTERLY LINE OF SAID "WILDLIFE CONSERVATION
EASEMENT" SOUTH 04o58'54" WEST, 313.80 FEET (NORTH 05000'00"
EAST, 313.80 FEET RECORD PER SAID INSTRI/MENT NO. 424257) TO THE
SOUTHWESTERLY CORNER THEREOF, SAID POINT BEING ALSO ON A 2870.00
FOOT RADIUS NON-TA/~GENT CURVE CONCAVE NORTHERLY, A RADIAL LINE TO
SAID POINT BEARS SOUTH 15°13'18" WEST, SAID POINT BEING ALSO ON
THE NORTHERLY LINE OF LOT 89 OF TRACT NO. 21067 AS FILED IN BOOK
231 PAGES 41 THROUGH 48 INCLUSIVE, IN THE RECORDER'S OFFICE OF
SAID COUNTY;
THENCE WESTERLY ALONG SAID CURVE AND SAID NORTHERLY LINE OF LOT
89 THROUGH A CENTRAL ANGLE OF 04°44'48", A DISTANCE OF 237.76
FEET;
THENCE CONTINUING ALONG SAID NORTHERLY LINE NORTH 70°03'20" WEST,
462.96 FEET;
THENCE LEAVING SAID NORTHERLY LINE NORTH 20038'24" EAST, 240.31
FEET TO POINT ~A";
THENCE SOUTH 74°42'56" EAST, 152.71 FEET;
THENCE NORTH 64002'35" EAST, 102.44 FEET;
THENCE SOUTH 40°46'51" EAST, 140.56 FEET;
THENCE NORTH 86°32'13" EAST, 330.00 FEET TO THE NORTHWESTERLY
CORNER OF THE "WILDLIFE CONSERVATION EASEMENT" AS DESCRIBED IN
6/18/98
INSTRUMENT NO. 366277, RECORDED OCTOBER 8, 1997 IN THE RECO~DER'S
OFFICE OF SAID COUNTY;
THENCE ALONG THE WESTERLY LINE OF SAID "WILDLIFE CONSERVATION
EASEMENT" SOUTH 04048'54" WEST, 64.63 FEET TO THE SOUTHWESTERLY
CORNER THEREOF, SAID POINT BEING ALSO ON THE NORTHERLY LINE OF
SAID INSTRUMENT NO. 424257;
THENCE ALONG SAID NORTHERLY LINE NORTH 85011'06" WEST, 51.07 FEET
TO THE NORTHWESTERLY CORNER THEREOF, SAID POINT BEING ALSO THE
POINT OF BEGINNING;
CONTAINING 194,713.20 SQUA=RE FEET OR 4.47 ACRES, MORE OR LESS.
SEE EXHIBIT ~B" ATTACHED HERETO
SHEET 1 OF 3
6/]. 8/9 8
PARCEL ~B" WETLAND CREATION AREA
BEGINNING AT POINT '~A" AS DESCRIBED HEREIN, SAID POINT BEING ALSO
THE NORTHWESTERLY CORNER OF PARCEL "A" AS DESCRIBED HEREIN;
THENCE NORTH 74°42'56" WEST, 50.00 FEET;
THENCE NORTH 60°16'31" WEST, 75.20 FEET;
THENCE NORTH 72°32'19" EAST., 37.02 FEET TO THE BEGINNING OF A
200.00 FOOT RADIUS CURVE CONCAVE SOUTHERLY;
THENCE EASTERLY A_LONG SAID CURVE THROUGH A CENTP~AL ANGLE OF
27o21'28", A DISTkNCE OF 95.50 FEET;
THENCE SOUTH 80°06'13" EAST, 46.88 FEET TO THE BEGINNING OF A
900.00 FOOT P~ADIUS CURVE CONCAVE NORTHERLY;
THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
09027'26", A DISTANCE OF 148.55 FEET;
THENCE SOUTH 89°33'39" EAST, 25.13 FEET TO THE BEGINNING OF A
500.00 FOOT RADIUS CURVE CONCAVE SOUTHERLY;
THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTP~AL ANGLE OF
25059'49", A DISTANCE OF 226.87 FEET;
THENCE SOUTH 63°33'49" EAST, 23.37 FEET TO THE BEGINNING OF A
190.00 FOOT RADIUS CURVE CONCAVE NORTHERLY;
THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
30°10'07", A DISTANCE OF 100.04 FEET;
THENCE NORTH 86o16'04" EAST, 131.69 FEET TO THE BEGINNING OF A
190.00 FOOT RADIUS CURVE CONCAVE SOUTHERLY;
THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
33°12'50", A DISTANCE OF 110.14 FEET;
THENCE SOUTH 60031'05" EAST, 63.17 FEET TO THE NORTHERLY LINE OF
SAID "WILDLIFE CONSERVATION EASEMENT" AS DESCRIBED IN INSTRUMENT
NO. 366277;
THENCE ALONG SAID NORTHERLY LINE NORTH 85°46'37" WEST, 75.69
FEET;
THENCE CONTINUING ALONG SAID NORTHERLY LINE SOUTH 87°50'11" WEST,
128.17 FEET TO THE NORTHWESTERLY CORNER THEREOF, SAID POINT BEING
ALSO THE NORTHEASTERLY CORNER OF PA/{CEL "A" AS DESCRIBED
HEREINABOVE;
6/18/9S
THENCE ALONG THE NORTHERLY LINE OF SAID PARCEL "A" THE FOLLOWING
COURSES: SOUTH 86°32'13" WEST, 330.00 FEET;
THENCE NORTH 40°46'51" WEST, 140.56 FEET;
THENCE SOUTH 64002'35" WEST, 102.44 FEET;
THENCE NORTH 74042' 56" WEST, 152.71 FEET TO THE NORTHWESTERLY
CORNER OF SAID PARCEL "A", SAID POINT BEING ALSO THE POINT OF
BEGINNING;
CONTAINING 64,904.34 SQUARE FEET OR 1.49 ACRES, MORE OR LESS.
THE ABOVE DESCRIBED PARCELS A_RE SUBJECT TO COVENANTS, CONDITIONS,
RESERVATIONS, RESTRICTIONS, RIGHTS, RIGHTS-OF-WAY AND EASEMENTS,
IF ANY OF RECORD.
SEE EXHIBIT "B" ATTACHED HERETO
SHEET 2 OF 3
6/! 8/~ 8
APN 950-110-014,
EXHIBIT "B"
L
~ APN 950-110-02~~~~..,~ ,
~ SEE EHEET 2 FOR DETAILs.
· I"""F- ~ EXIST. PRESERVATION AREA
~ ,'. ~/ PER INST. NO. 566277
~ ~ ~ ,, ,,
e . PARCEL k
950-110-030
TRACT NO. 2~057
MB 231/47-48
~ Q
( ) DENOTES RECORD DATA PER
INSTRUMENT NO. 424257, REG'D
~2/21/95. rev. co.
Trans-Pacific Consultants
27447 Enterprise Circle West. Temeculo, CA.. 92590
THIS PLAT IS SOLELY AN AID IN LOCATING THE PARCEL(S) DESCRIBED IN THE
ATTACHED DOCUMENT. IT IS NOT PART OF' THE WRITTEN DESCRIPTION THEREIN.
SCALE: 1'= 200' J DRAWN ay TJL DATE 4/15/98J WETLAND
LOT 88
~ {~ No. 5928
/
CIVIL ENGINEERS
LAND SURVEYORS. PLANNERS
w.o. #
SHEET 1 OF .~
PRESERVATION AREA
PARCEL
APN
960-110-030
37.02'
7°21 '28 '
EXHIBIT
N 80°06'13' W
N 89'JJ'39' W
~ APN 050-110-014.
%
%
Trans-Pacific Consultants
27447 Enterprise Circle West. Temeculo. CA., 92590
THIS PLAT IS SOURLY AN AID IN LOCATING THE PARC:EL(S) DESCRIBED IN THE
ATTACHED DOCUMENT. IT IS NOT PART OF' THE WRITTEN 0ESCRIPTION THEREIN.
SCALE: ,"= 100' I DRAWN BY TJL DATE4/16/98I WETLAND
CIVIL ENGINEERS
LAND SURVEYORS, PLANNERS
SHEET 2 or Z W.O. #
CREATION AREA
PARCEL ~X" UTILITY EASEMENT FOR SEWER PIPELINE PURPOSES
BEING PORTIONS OF THE TEMECULA RANCHO, IN THE COUNTY OF
RIVERSIDE, STATE OF CALIFORNIA, WHICH RANCHO WAS PATENTED TO
LUIS VIGNES BY PATENT RECORDED IN BOOK 1, PAGE 37 OF PATENTS, IN
THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY,
CALIFORNIA, ALSO BEING A PORTION OF PA3{CEL 43 AS DESCRIBED IN
DEED TO KACOR REALTY, INC. RECORDED SEPTEMBER 29, 1977, AS
INSTRUMENT NO. 192314 ON FILE IN THE OFFICE OF THE COUNTY
RECORDER OF SAID RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
A 60.00 FOOT WIDE STRIP OF LAND, THE CENTERLINE OF WHICH IS MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
COMI~ENCING AT THE CENTERLINE INTERSECTION OF STATE HIGHWAY 79
SOUTH AND PALA ROAD AS DESCRIBED IN DEED TO THE COUNTY OF
RIVERSIDE RECORDED MAY 16, 1990 AS INSTRUMENT NO. 180581;
THENCE LEAVING SAID CENTERLINE OF STATE HIGHWAY 79, SOUTHERLY
ALONG SAID CENTERLINE OF PALA ROAD, SOUTH 09°06'13" EAST, 82.53
FEET TO THE BEGINNING OF A TANGENT CURVE (RADIUS t000.00 FEET)
CONCAVE EASTERLY;
THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
10°44'12", A DISTANCE OF 187.39 FEET; SAID POINT BEING THE
CENTERLINE INTERSECTION OF PALA ROAD AND CUPENO LA/xTE AS
DESCRIBED IN SAID INSTRUMENT 180581;
THENCE SOUTHWESTERLY ALONG THE CENTERLINE OF CUPENO LANE, SOUTH
70009'35" WEST, 109.83 FEET, SAID POINT BEING ALSO THE POINT OF
TERMINUS.
THE SOUTHERLY SIDELINE AND EASTERLY SIDELINE OF SAID STRIP OF
LA/qD SKALL BE PROLONGED TO INTERSECT.
EXCEPTING THEREFROM THAT PORTION THEREOF WITHIN STATE HIGHWAY
79;
CONTAINING 18210.11 SQUARE FEET OR 0.418 ACRES MORE OR LESS.
SEE EXHIBIT ~E" ATTACHED HERETO
SCALE: 1'= 100'
Trans-Pacific ConsultanLs C~L ENGINEERS
27447 [nlerprise C;rcle ~i. Temecula. CA.. 92590 LAND SUR~-YORS. PLANNERS
rms PLAT ~g SCU~LY AM Am IN LOCATBqG THE PARCeL(S) DESCRIBED IN THE SHEET 1 OF J W.O. ~
ATTACHED ocX::Lrd[~lr. IT 6 NOr PART OF THE I~I~ITTE'N DESCRIPTION THEREad.
I o--.., TJLD,TEO/lO/98! EXHIBIT FOR[ SEWER EASEMENT
TAKINGS FROM APN 950-110-024, 025, 026
EXHIBIT "A"
LEGAL DESCRIPTION FOR
ROAD PURPOSES
EXHIBIT ~A"
LEGA~L DESCRIPTION FOR
ROAD PLrRPOSE S
BEING PORTIONS OF THE TEMECULA RANCHO, IN THE COUNTY OF
RIVERSIDE, STATE OF CALIFORNIA, WHICH RANCHO WAS PATENTED TO LUIS
VIGNES BY PATENT RECORDED IN BOOK 1, PAGE 37 OF PATENTS, IN THE
OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, CALIFORNIA,
ALSO BEING A PORTION OF PARCEL 43 AS DESCRIBED IN DEED TO KACOR
REALTY, INC. RECORDED SEPTEMBER 29, 1977, AS INSTRUMENT NO.
192314 ON FILE IN THE OFFICE OF THE COUNTY RECORDER OF SAID
RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
PARCEL ~A" 110' WIDE (FEE TITLE)
BEING A i!0.00 FOOT STRIP OF LAND, THE CENTERLINE OF WHICH IS
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE CENTERLINE INTERSECTION OF PALA ROAD AND STATE
HIGHWAY 79 SOUTH (142.00 FEET WIDE) AS SHOWN ON A RECORD OF
SURVEY, FILED IN BOOK 83, PAGES 63 THROUGH 75 INCLUSIVE, OF
RECORDS OF SURVEYS, IN THE RECORDER'S OFFICE OF SAID COUNTY, SAID
POINT BEING ALSO ON A 1500.00 FOOT RADIUS CURVE CONCAVE
NORTHERLY, A RADIAL LINE TO SAID POINT BF2LRS SOUTH 08°10'04"
WEST;
THENCE EASTERLY ALONG SAID CURVE AND SAID CENTERLINE OF STATE
HIGHWAY 79 THROUGH A CENTRAL ANGLE OF 09037'35", A DISTANCE OF
252.02 FEET TO THE BEGINNING OF A 1000.00 FOOT RADIUS NON-TANGENT
CURVE CONCAVE EASTERLY, A RADIAL LINE TO SAID POINT BEARS SOUTH
79°16'41" WEST, SAID POINT BEING ALSO THE TRUE POINT OF
BEGINNING;
THENCE LEAVING SAID CENTERLINE OF STATE HIGHWAY 79 SOUTHERLY
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 18°08'16", A DISTANCE
OF 316.57 FEET TO POINT ~A";
THENCE CONTINUING SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL
ANGLE OF 26°33'23", A DISTANCE OF 463.49 FEET;
THENCE SOUTH 55°24'59" EAST, 255.26 FEET TO POINT "B";
THENCE CONTINUING SOUTH 55024' 59" EAST, 155.89 FEET TO THE
BEGINNING OF A 2000.00 FOOT RADIUS CURVE CONCAVE NORTHEASTERLY;
THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
01020'42", A DISTANCE OF 46.95 FEET TO THE INTERSECTION WITH THE
6/1~8
WESTERLY PROLONGATION OF THE NORTHERLY LINE OF PARCEL 1 OF PARCEL
MAP NO. 11984, IN THE CITY OF TEMECULA, COUNTY OF RIVERSIDE,
STATE OF CALIFORNIA, AS FILED IN BOOK 67, PAGE 87, OF PARCEL MAPS
IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, SAID POINT
BEING ALSO THE POINT OF TERMINUS;
THE SIDELINES OF SAID STRIP OF LAND SHALL BE PROLONGED OR
SHORTENED SOUTHEASTERLY SO AS TO TERMINATE ON SAID NORTHERLY LINE
OF PARCEL 1 AND THE WESTERLY PROLONGATION THEREOF;
EXCEPTING THEREFROM THAT PORTION THEREOF WITHIN STATE HIGHWAY 79;
CONTAINING 80,124.67 SQUARE FEET OR 1.839 ACRES, MORE OR LESS.
PARCEL '~B" (FEE TITLE)
BEGINNING AT THE INTERSECTION OF THE SOUTHERLY RIGHT-OF-WAY LINE
OF SAID STATE HIGHWAY 79 WITH THE WESTERLY LINE OF PARCEL "A" AS
DESCRIBED HEREIN, SAID POINT BEING ON A 1571.00 FOOT P~ADIUS NON-
TA/~GENT CURVE CONCAVE NORTHERLY, A RADIAL LINE TO SAID POINT
BEARS SOUTH 00°05'11" WEST;
THENCE WESTERLY ALONG SAID CURVE AND SAID SOUTHERLY RIGHT-OF-WAY
LINE THROUGH A CENTRAL ANGLE OF 02o21'22", A DISTANCE OF 64.60
FEET;
THENCE LEAVING SAID CURVE SOUTH 54°19'31" EAST, 99.02 FEET TO THE
WESTERLY LINE OF SAID PARCEL "A" AS DESCRIBED HEREIN, SAID POINT
BEING ON A 1055.00 FOOT RADIUS NON-TANGENT CURVE CONCAVE
EASTERLY, A RADIAL LINE TO SAID POINT BEARS SOUTH 72041'38" WEST;
THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
03010'40", A DISTANCE OF 58.51 FEET TO THE POINT OF BEGINNING;
CONTAINING 1,777.35 SQUARE FEET OR 0.041 ACRES, MORE OR LESS.
PARCEL ~C" (FEE TITLE)
BEGINNING AT THE INTERSECTION OF THE SOUTHERLY RIGHT-OF-WAY LINE
OF SAID STATE HIGHWAY 79 SOUTH WITH THE EASTERLY LINE OF PA/{CEL
"A" AS DESCRIBED HEREIN, SAID POINT BEING ON A 1571.00 FOOT
RADIUS NON-TANGENT CURVE CONCAVE NORTHERLY, A RADIAL LINE TO SAID
POINT BEARS SOUTH 04001'46" EAST;
THENCE EASTERLY ALONG SAID CURVE AND SAID SOUTHERLY RIGHT-OF-WAY
LINE THROUGH A CENTRAL ANGLE OF 02006'29", A DISTANCE OF 57.80
FEET;
~/18/9g
THENCE LEAVING SAID CURVE AND SAID SOUTHERLY RIGHT-OF-WAY LINE
SOUTH 34°24'31" WEST, 71.98 FEET TO THE EASTERLY LINE OF SAID
Pi~RCEL "A" AS DESCRIBED HEREIN, SAID POINT BEING ON A 945.00 FOOT
RADIUS NON-TANGENT CURVE CONCAVE EASTERLY, A RADIAL LINE TO SAID
POINT BEARS SOUTH 70059'04" WEST;
THENCE NORTHERLY ALONG SAID CURVE AND SAID EASTERLY LINE THROUGH
A CENTRAL ANGLE OF 03026'47", A DISTANCE OF 56.84 FEET TO THE
POINT OF BEGINNING;
CONTAINING 1,611.26 SQUARE FEET OR 0.037 ACRES, MORE OR LESS.
PARCEL '~D" 60' WIDE (FEE TITLE)
BEING A 60.00 FOOT WIDE STRIP OF LAND, THE CENTERLINE OF WHICH IS
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT POINT "A" AS DESCRIBED HEREINABOVE;
THENCE SOUTH 61°08'24" WEST, 77.56 FEET TO THE BEGINNING OF A
300.00 FOOT RADIUS CURVE CONCAVE NORTHERLY;
THENCE WESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
13044'09", A DISTA/~CE OF 71.92 FEET;
THENCE SOUTH 74°52'33" WEST, 144.25 FEET TO THE SOUTHWESTERLY
RIGHT-OF-WAY LINE OF PAJ~ ROAD AS SHOWN ON SAID RECORD OF SURVEY,
SAID POINT BEING ALSO THE POINT OF TERMINUS;
THE SIDELINES OF SAID STRIP OF LAND SHALL BE PROLONGED OR
SHORTENED WESTERLY SO AS TO TERMINATE ON SAID SOUTHWESTERLY
RIGHT-OF-WAY LINE;
EXCEPTING THEREFROM THAT PORTION THEREOF WITHIN SAID PARCEL "A"
AS DESCRIBED HEREIN; AND THAT PORTION OF CUPENO LANE AS DESCRIBED
IN INSTRUMENT NO. 180581 RECORDED MAY 16, 1990. ALSO EXCEPTING
THEREFROM THAT PORTION LYING WITHIN THE 110 FOOT WIDE PALA ROAD
AS SHOWN ON A RECORD OF SURVEY, FILED IN BOOK 83, PAGES 63
THROUGH 75 INCLUSIVE, OF RECORDS OF SURVEYS, IN THE OFFICE OF THE
COUNTY RECORDER OF RIVERSIDE COUNTY, C~LIFORNIA.
CONTAINING 897.05 SQUARE FEET OR 0.021 ACRES, MORE OR LESS.
PARCEL '~F" (FEE TITLE)
COMMENCING AT THE INTERSECTION OF THE NORTHERLY LINE OF PARCEL
"G" WITH THE WESTERLY LINE OF SAID PARCEL "A" AS DESCRIBED
6/18/98
HEREIN, SAID POINT BEING ON A 1055.00 FOOT RADIUS NON-TA/~GENT
CURlrE CONCAVE EASTERLY, A RADIAL LINE TO SAID POINT BETLRS NORTH
59030'38" EAST; THENCE NORTHERLY ALONG THE WESTERLY LINE OF
PARCEL "A"; THROUGH A CENTRAL ANGLE OF 3°15'32" A DISTA/~CE OF
60.01 FEET TO THE TRUE POINT OF BEGINNING;
THENCE NORTHERLY ALONG SAID CURVE AND SAID WESTERLY LINE THROUGH
A CENTPJtL ~kNGLE OF 01o12'25", A DISTANCE OF 22.22 FEET;
THENCE LEAVING SAID CURVE AND SAID WESTERLY LINE SOUTH !7°32'57"
WEST, 31.72 FEET TO THE NORTHERLY LINE OF SAID PARCEL "D";
THENCE ALONG SAID NORTHERLY LINE NORTH 61o08'24" EAST, 22.12 FEET
TO THE TRUE POINT OF BEGINNING;
EXCEPTING THEREFROM THAT PORTION OF CUPENO LANE AS DESCRIBED IN
INSTRUMENT NO. 180581 RECORDED MAY 16, 1990.
CONTAINING 101.50 SQU~JIE FEET OR 0.002 ACRES, MORE OR LESS.
PARCEL ~G" (FEE TITLE)
BEGINNING AT THE INTERSECTION OF THE SOUTHERLY LINE OF SAID
Pi~JRCEL "D" WITH THE WESTERLY LINE OF SAID PARCEL "A" AS DESCRIBED
HEREIN, SAID POINT BEING ON A 1055.00 FOOT PJkDIUS NON-TANGENT
CURVE CONCAVE EASTERLY, A RADIAL LINE TO SAID POINT BEARS SOUTH
59°30'38" WEST;
THENCE SOUTHEASTERLY ALONG SAID CURVE AND SAID WESTERLY LINE
THROUGH A CENTPAL ANGLE OF 01°11'19", A DISTANCE OF 21.89 FEET;
THENCE LEAVING SAID CURVE AND SAID WESTERLY LINE NORTH 75°16'08"
WEST, 31.72 FEET TO THE SOUTHERLY LINE OF SAID PARCEL "D";
THENCE ALONG SAID SOUTHERLY LINE NORTH 61°08'24" EAST, 22.12 FEET
TO THE POINT OF BEGINNING;
CONTAINING 241.08 SQUARE FEET OR 0.006 ACRES, MORE OR LESS.
PA/~CEL ~J" SLOPE EASEMENT
BEGINNING AT THE INTERSECTION OF THE SOUTHWESTERLY LINE OF PARCEL
"B" WITH THE SOUTHERLY LINE OF SAID STATE HIGHWAY 79 SOUTH AS
DESCRIBED HEREIN, SAID POINT BEING ON A 1571.00 FOOT RADIUS NON-
TANGENT CURVE CONCAVE NORTHERLY, A RADIAL LINE TO SAID POINT
BEARS SOUTH 02026'33" WEST;
6/18/98
THENCE WESTERLY ALONG SAID CURVE AND SAID SOUTHERLY RIGHT-OF-WAY
LINE THROUGH A CENTRAL ANGLE OF 00047'38", A DISTANCE OF 21.77
FEET;
THENCE LEAVING SAID CURlrE AND SAID SOUTHERLY RIGHT-OF-WAY LINE
SOUTH 53048'42" EAST, 105.98 FEET TO THE BEGINNING OF A 1072.00
FOOT PJkDIUS NON-TANGENT CURVE CONCAVE EASTERLY, A RADIAL LINE TO
SAID POINT BEARS SOUTH 72°46'01" WEST, SAID POINT BEING ALSO
CONCENTRIC WITH AND 17.00 FEET WESTERLY OF THE WESTERLY LINE OF
PARCEL "A" AS DESCRIBED HEREIN;
THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
08°50'51", A DISTANCE OF 165.54 FEET;
THENCE SOUTH 09o15'57" WEST, 14.48 FEET TO THE NORTHERLY RIGHT-
OF-WAY LINE OF CUPENO LANE AS DESCRIBED IN INSTRUMENT NO. 180581,
RECORDED M~AY 16, 1990 IN THE RECORDER'S OFFICE OF SAID COUNTY;
THENCE ALONG SAID NORTHERLY RIGHT-OF-WAY LINE NORTH 70009'35"
EAST, 12.24 FEET TO THE WESTERLY LINE OF PA/~CEL "F" AS DESCRIBED
HEREIN;
THENCE ALONG SAID WESTERLY LINE NORTH 17032'57" EAST, 19.14 FEET
TO THE WESTERLY LINE OF PARCEL "A" AS DESCRIBED HEREIN, SAID
POINT BEING ALSO ON A 1055.00 FOOT RADIUS CURVE CONCAVE EASTERLY,
A RADIAL LINE TO SAID POINT BEARS SOUTH 63057'29" WEST;
THENCE NORTHERLY ALONG SAID CURVE AND SAID WESTERLY LINE THROUGH
A CENTPJkL ANGLE OF 08044'09", A DISTANCE OF 160.85 FEET TO THE
SOUTHERLY CORNER OF PARCEL "B" AS DESCRIBED HEREIN;
THENCE LEAVING SAID CURVE AND SAID WESTERLY LINE ALONG THE
SOUTHWESTERLY LINE OF SAID PARCEL "B" NORTH 54°19'31" WEST, 99.02
FEET TO THE POINT OF BEGINNING;
CONTAINING 4,229.43 SQUARE FEET OR 0.097 ACRES, MORE OR LESS.
PARCEL ~K" SLOPE EASEMENT
COMi~ENCING AT THE MOST WESTERLY CORNER OF PARCEL 1 OF PARCEL MAP
NO. 11984, IN THE CITY OF TEMECULA, COUNTY OF RIVERSIDE, STATE OF
CALIFORNIA, AS FILED IN BOOK 67, PAGE 87, OF PARCEL MAPS IN THE
OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, SAID POINT BEING
ALSO ON A 2045.00 FOOT 9JIDIUS NON-TANGENT CURVE CONCAVE
SOUTHWESTERLY, A RADIAL LINE TO SAID POINT BEARS NORTH 22°32'01"
EAST, SAID POINT BEING AJ~SO ON THE NORTHEASTERLY RIGHT-OF-WAY
LINE OF PALA ROAD (110.00 FEET WIDE) AS SHOWN ON A RECORD OF
SURVEY, FILED IN BOOK 83, PAGES 63 THROUGH 75 INCLUSIVE, OF
RECORDS OF SURVEYS, IN THE RECORDER'S OFFICE OF SAID COUNTY;
6/18/9 8
THENCE ALONG THE NORTHERLY LINE OF SAID PARCEL 1 NORTH 83026'40"
EAST, 22.78 FEET TO THE BEGINNING OF A 1945.00 FOOT RADIUS NON-
Ti~NGENT CURIE CONCAVE NORTHEASTERLY, A RADIAL LINE TO SAID POINT
BEARS SOUTH 31015'07" WEST, SAID POINT BEING ALSO THE TRUE POINT
OF BEGINNING;
THENCE CONTINUING ALONG SAID NORTHERLY LINE NORTH 83026'40" EAST,
18.56 FEET;
THENCE LEAVING SAID NORTHERLY LINE NORTH 58021' 20" WEST, 66.97
FEET;
THENCE NORTH 55°05'10" WEST, 78.28 FEET
THENCE NORTH 40°37'19" WEST, 11.84 FEET
THENCE NORTH 64011'49" WEST, 15.38 FEET
THENCE NORTH 47000' 55" WEST, 61.81 FEET
THENCE NORTH 55009'22" WEST, 18.70 FEET,
THENCE NORTH 44017'36" WEST, 21.80 FEET
THENCE NORTH 62°01'21" WEST, 30.30 FEET
THENCE NORTH 54054'49" WEST, 62.39 FEET
THENCE NORTH 18°53'19" WEST, 10.30 FEET
THENCE NORTH 53°50'10" WEST, 56.19 FEET
THENCE NORTH 17057'05" WEST, 10.61 FEET
THENCE NORTH 52°46'56" WEST, 64.69 FEET
THENCE SOUTH 81o20'00" WEST, 27.82 FEET
THENCE SOUTH 43°41'12" WEST, 21.89 FEET TO THE NORTHEASTERLY LINE
OF PARCEL "A" AS DESCRIBED HEREIN;
THENCE ALONG SAID NORTHEASTERLY LINE SOUTH 55024'59" EAST, 399.71
FEET TO THE BEGINNING OF A 1945.00 FOOT P, ADIUS CURVE CONCAVE
NORTHEASTERLY;
THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
03o19' 55", A DISTANCE OF 113.11 FEET TO THE TRUE POINT OF
BEGINNING;
6/18/~8
CONTAINING 11,650.80 SQUARE FEET OR 0.267 ACRES, MORE OR LESS.
PARCEL ~M" SLOPE EASEMENT
BEGINNING AT THE INTERSECTION OF THE SOUTHEASTERLY LINE OF PARCEL
"C" WITH THE SOUTHERLY LINE OF STATE HIGHWAY 79 SOUTH AS
DESCRIBED HEREIN, SAID POINT BEING ON A 1571.00 FOOT R3LDIUS NON-
TANGENT CURVE CONCAVE NORTHERLY, A B3LDIA~L LINE TO SAID POINT
BEAi~S SOUTH 06°08'15" EAST;
THENCE EASTERLY ALONG SAID CURVE AND SAID SOUTHERLY RIGHT-OF-WAY
LINE THROUGH A CENTRAL ANGLE OF 00°30'50", A DISTANCE OF 14.09
FEET;
THENCE LEAVING SAID CURVE AND SAID SOUTHERLY RIGHT-OF-WAY LINE
SOUTH 36018'55" WEST, 72.02 FEET;
THENCE SOUTH 25°13'38" EAST, 58.34 FEET;
THENCE SOUTH 54°00'41" EAST, 18.04 FEET TO THE BEGINNING OF A
919.00 FOOT RADIUS NON-TANGENT CURVE CONCAVE EASTERLY, A RADIAL
LINE TO SAID POINT BEARS SOUTH 66°22'12" WEST, SAID POINT BEING
ALSO CONCENTRIC WITH AND 26.00 FEET EASTERLY OF THE EASTERLY LINE
OF PARCEL "A" AS DESCRIBED HEREIN;
THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
16°15'14", A DISTANCE OF 260.71 FEET;
THENCE NORTH 83°13'35" EAST, 17.80 FEET;
THENCE SOUTH 01°22'03" WEST, 30.33 FEET;
THENCE SOUTH 35°38'51" WEST, 20.82 FEET TO THE EASTERLY LINE OF
SAID PARCEL "A", SAID POINT BEING ALSO ON A 945.00 FOOT RADIUS
NON-TANGENT CURVE CONCAVE EASTERLY, A RADIAL LINE TO SAID POINT
BEA/~S SOUTH 47°49'41" WEST;
THENCE NORTHERLY ALONG SAID CURVE AND SAID EASTERLY LINE THROUGH
A CENTRAL ANGLE OF 23009'23", A DISTANCE OF 381.93 FEET TO THE
SOUTHERLY CORNER OF PARCEL "C" AS DESCRIBED HEREIN;
THENCE LEAVING SAID CURVE AND SAID EASTERLY LINE ALONG THE
SOUTHEASTERLY LINE OF SAID PkRCEL "C" NORTH 34°24'31" EAST, 71.98
FEET TO THE POINT OF BEGINNING;
CONTAINING 9,833.92 SQUARE FEET OR 0.226 ACRES, MORE OR LESS.
6/18/98
THE 3~BOVE DESCRIBED PARCELS A_RE SUBJECT TO COVENANTS, CONDITIONS,
RESERVATIONS, RESTRICTIONS, RIGHTS, RIGHTS-OF-WAY AND EASEMENTS,
IF ANY OF RECORD.
SEE EXHIBIT ~C" ATTACHED HERETO
PA/~CEL '~N" TEMPORARY CONSTRUCTION EASEP~ENT
BEGINNING AT THE INTERSECTION OF THE SOUTHWESTERLY LINE OF PARCEL
"B" WITH THE SOUTHERLY LINE OF SAID STATE HIGHWAY 79 SOUTH AS
DESCRIBED HEREIN, SAID POINT BEING ON A 1571.00 FOOT RADIUS NON-
TAilGENT CURVE CONCAVE NORTHERLY, A REDIAL LINE TO SAID POINT
BEARS SOUTH 02°26'33" WEST;
THENCE WESTERLY ALONG SAID CURVE AND SAID SOUTHERLY RIGHT-OF-WAY
LINE THROUGH A CENTRAL ANGLE OF 03°44'42", A DISTANCE OF 102.68
FEET TO THE EASTERLY RIGHT-OF-WAY LINE PALA ROAD (1!0.00 FEET
WIDE);
THENCE LEAVING SAID CURVE AND SAID SOUTHERLY RIGHT-OF-WAY LINE
ALONG SAID EASTERLY RIGHT-OF-WAY LINE SOUTH 08045'24" WEST, 37.46
FEET TO THE BEGINNING OF A 195.00 FOOT RADIUS CURVE CONCAVE
EASTERLY;
THENCE SOUTHERLY AND SOUTHEASTERLY ALONG SAID CURVE THROUGH A
CENTRAL ANGLE OF 64°05'40", A DISTA~NCE OF 218.14 FEET;
THENCE SOUTH 55°20'16" EAST, 73.69 FEET TO THE NORTHERLY RIGHT-
OF-WAY LINEOF CUPENO LANE AS DESCRIBED IN INSTRUMENT NO. 180581,
RECORDED MAY 16, 1990 IN THE RECORDER'S OFFICE OF SAID COUNTY;
THENCE ALONG SAID NORTHERLY RIGHT-OF-WAY LINE NORTH 70°09'35"
EAST, 105.95 FEET TO THE WESTERLY LINE OF PARCEL "F" AS DESCRIBED
HEREIN;
THENCE ALONG SAID WESTERLY LINE NORTH 17032'57" EAST, 19.14 FEET
TO THE WESTERLY LINE OF PARCEL "A" AS DECRIBED HEREIN, SAID POINT
BEING ALSO ON A 1055.00 FOOT RADIUS CURVE CONCAVE EASTERLY, A
RADIAL LINE TO SAID POINT BEARS SOUTH 63°57'29" WEST;
THENCE NORTHERLY ALONG SAID CURVE AND SAID WESTERLY LINE THROUGH
A CENTRAL ANGLE OF 08044'09", A DISTA~NCE OF 160.85 FEET TO THE
SOUTHERLY COP~ER OF PARCEL "B" AS DESCRIBED HEREIN;
THENCE LEAVING SAID CURVE AND SAID WESTERLY LINE ALONG THE
SOUTHWESTERLY LINE OF SAID PARCEL "B" NORTH 54°19'31" WEST, 99.02
FEET TO THE POINT OF BEGINNING;
CONTAINING 44,169.94 SQUARE FEET OR 1.014 ACRES, MORE OR LESS.
THE AJBOVE EASEMENT SHALL TERMINATE A~D HAVE NO EFFECT 30 DAYS
AFTER FILING OF A "NOTICE OF COMPLETION" ON THE PALA ROAD BRIDGE
IMPROVEMENT PROJECT.
PARCEL '~O" TEMPORARY CONSTRUCTION EASEMENT
BEGINNING AT THE INTERSECTION OF THE SOUTHEASTERLY LINE OF PARCEL
"C" WITH THE SOUTHERLY LINE OF STATE HIGHWAY 79 SOUTH AS
DESCRIBED HEREIN, SAID POINT BEING ON A 1571.00 FOOT RADIUS NON-
TA/~GENT CURVE CONCAVE NORTHERLY, A RADIAL LINE TO SAID POINT
BEARS SOUTH 06°08'15" EAST;
THENCE EASTERLY ALONG SAID CURVE AND SAID SOUTHERLY RIGHT-OF-WAY
LINE THROUGH A CENTRAL Ai~GLE OF 00°57'35", A DISTANCE OF 26.31
FEET TO THE WESTERLY LINE OF THAT PARCEL OF LAND AS DESCRIBED IN
INSTRUMENT NO. 180581, RECORDED MAY 16, 1990 IN THE RECORDER'S
OFFICE OF SAID COUNTY;
THENCE LEAVING SAID CURVE AND SAID SOUTHERLY RIGHT-OF-WAY LINE
ALONG SAID WESTERLY LINE SOUTH 09°06'13" EAST, 12.49 FEET TO THE
BEGINNING OF A 1055.OO FOOT RADIUS CURVE CONCAVE EASTERLY;
THENCE SOUTHERLY ALONG SAID CURVE AND SAID CONTINUING ALONG SAID
WESTERLY LINE THROUGH A CENTRAL ANGLE OF 07o48'44", A DISTANCE OF
143.85 FEET TO THE NORTHERLY RIGHT-OF-WAY LINE OF CUPENO LA/qE AS
DESCRIBED IN SAID INSTRUMENT NO. 180581;
THENCE LFJ~VING SAID CURVE AND SAID WESTERLY LINE ALONG SAID
NORTHERLY RIGHT-OF-WAY LINE SOUTH 24°06'40" WEST, 33.10 FEET;
THENCE CONTINUING ALONG SAID NORTHERLY RIGHT-OF-WAY LINE TO THE
EASTERLY LINE OF PARCEL "A" AS DESCRIBED HEREIN, SAID POINT BEING
ALSO ON A 945.00 FOOT RADIUS NON-TANGENT CURVE CONCAVE EASTERLY,
A RADIAL LINE TO SAID POINT BEARS SOUTHERLY 62°18'11" WEST;
THENCE NORTHERLY ALONG SAID CURVE AND SAID EASTERLY LINE THROUGH
A CENTRkL A/qGLE OF 08o40'53", A DISTAi~;CE OF 143.18 FEET TO THE
SOUTHERLY CORNER OF SAID PARCEL "C"'
THENCE LEAVING SAID CURVE AND SAID EASTERLY LINE ALONG THE
SOUTHEASTERLY LINE OF SAID PARCEL "C" NORTH 34°24'31" EAST, 71.98
FEET TO THE POINT OF BEGINNING;
CONTAINING 11,320.59 SQUARE FEET OR 0.260 ACRES, MORE OR LESS.
THE ABOVE EASEMENT SHALL TERMINATE AND HAVE NO EFFECT 30 DAYS
AFTER FILING OF A "NOTICE OF COMPLETION" ON THE PAiJ~ ROA~D BRIDGE
IMPROVEMENT PROJECT.
6/18/98
PARCEL ~P' UNECONOMIC REMNA/qT
BEGINNING AT THE MOST EASTERLY CORNER OF PARCEL "G" AS DESCRIBED
HEREIN, SAID POINT BEING ALSO ON THE WESTERLY LINE OF PA/~CEL "A"
AS DESCRIBED HEREIN, SAID POINT BEING ALSO ON A 1055.00 FOOT
RADIUS NON-TANGENT CURVE CONCAVE NORTHEASTERLY, A RADIAL LINE TO
SAID POINT BEARS SOUTH 58°19'19" WEST;
THENCE SOUTHEASTERLY ALONG SAID CURVE AND SAID WESTERLY LINE
THROUGH A CENTRAL ANGLE OF 17°52'13", A DISTANCE OF 329.05 FEET
TO THE NORTHEASTELRY RIGHT-OF-WAY LINE OF PALA ROAD (30.00 FEET
HALF WIDTH) AS SHOWN ON SAID RECORD OF SURVEY FILED IN BOOK 83,
PAGES 63 THROUGH 75 INCLUSIVE, IN THE RECORDER'S OFFICE OF SAID
COU~NTY;
THENCE NORTHEASTERLY ALONG THE EASTERLY RIGHT-OF-WAY LINE OF PAJ~A
ROAD NORTH 55°20'16" WEST 315.06 FEET, SAID POINT BEING 30 FEET
EASTERLY OF CENTERLINE OF PALA ROAD AS SHOWN ON A RECORD OF
SURVEY, FILED IN BOOK 83, PAGES 63 THROUGH 75 INCLUSIVE, OF
RECORDS OF SURVEYS, IN THE OFFICE OF THE COUNTY RECORDER OF
RIVERSIDE COUNTY, CALIFORNIA.
THENCE NORTH 34039'44" EAST 25.00 FEET TO THE EASTERLY RIGHT-OF-
WAY LINE OF THE 55 FOOT WIDE, ONE HALF STREET WIDTH OF PALA ROAD;
THENCE CONTINUING ALONG SAID NORTHEASTERLY RIGHT-OF-WAY LINE
NORTH 55°20'16" WEST, 60.42 FEET TO THE SOUTHERLY LINE OF PARCEL
"D" AS DESCRIBED HEREIN, SAID POINT BEING ALSO ON A 330.00 FOOT
RADIUS NON-TANGENT CURVE CONCAVE NORTHERLY, A RADIAL LINE TO SAID
POINT BEARS SOUTH 19021'53" EAST;
THENCE EASTERLY ALONG SAID CURVE AND SAID SOUTHERLY LINE THROUGH
A CENTRAL ANGLE OF 09021'43", A DISTANCE OF 54.69 FEET;
THENCE CONTINUING ALONG SAID SOUTHERLY LINE NORTH 61008'24" EAST,
0.86 FEET TO THE MOST WESTERLY CORNER OF SAID PARCEL "G";
THENCE kLONG THE SOUTHERLY LINE OF SAID PARCEL
75016' 08" EAST, 31.72 FEET TO THE POINT OF BEGINNING;
"G" SOUTH
CONTAINING 12,568.12 SQUARE FEET OR 0.289 ACRES, MORE OR LESS.
PARCEL '~Q" TEMPORARY CONSTRUCTION EASEMENT
BEGINNING AT THE INTERSECTION OF THE SOUTHERLY RIGHT-OF-WAY LINE
OF SAID CUPENO LANE WITH THE NORTHEASTERLY LINE OF PARCEL "A" AS
DESCRIBED HEREIN, SAID POINT BEING ALSO ON A 945.00 FOOT RADIUS
6/1~8
NON-T3kNGENT CURVE CONCAVE NORTHEASTERLY, A PJtDIAL LINE OT SAID
POINT BEARS SOUTH 58036'43" WEST;
THENCE ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE NORTH 70o09' 35"
EAST, 22.61 FEET;
THENCE CONTINUING ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE SOUTH
63°47'31" EAST, 33.10 FEET TO THE WESTERLY LINE OF THAT PARCEL OF
LAND AS DESCRIBED IN INSTRUMENT NO. 180581, RECORDED MAY 16,
1990, SAID POINT BEING ALSO ON A 1055.00 FOOT RADIUS CURVE
CONCAVE EASTERLY, A RADIAL LINE TO SAID POINT BEARS SOUTH
67014' 06" WEST;
THENCE SOUTHERLY ALONG SAID WESTERLY LINE AND SAID CURVE THROUGH
A CENTP~AL ANGLE OF 10049'54", A DISTANCE OF 199.45 FEET TO THE
NORTHEASTERLY LINE OF SAID PARCEL "A", SAID POINT BEING ALSO ON A
945.00 FOOT RADIUS NON-TANGENT CURVE CONCAVE NORTHEASTERLY, A
RADIAL LINE TO SAID POINT BEARS SOUTH 44026'37" WEST;
THENCE NORTHERLY ALONG SAID NORTHEASTERLY LINE AND SAID CURVE
THROUGH A CENTPAL ANGLE OF 14010'06", A DISTANCE OF 233.68 FEET
TO THE POINT OF BEGINNING;
CONTAINING 4,912.18 SQUARE FEET OR 0.113 ACRES, MORE OR LESS.
THE A~BOVE EASEMENT SHALL TERMINATE AND HAVE NO EFFECT 30 DAYS
AFTER FILING OF A "NOTICE OF COMPLETION" ON THE PALA ROAD BRIDGE
IMPROVEMENT PROJECT.
PARCEL "R" TEMPOPJ%RY CONSTRUCTION EASEMENT
BEGINNING AT THE INTERSECTION OF THE SOUTHERLY RIGHT-OF-WAY LINE
OF SAID HIGHWAY 79 SOUTH WITH THE EASTERLY LINE OF THE PARCEL
DESCRIBED IN SAID INSTRUMENT NO. 180581, RECORDED PLAY 16, 1990;
THENCE ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE NORTH 79000'35"
EAST, 159.01 FEET;
THENCE LEAVING SAID SOUTHERLY RIGHT-OF-WAY LINE SOUTH 39022'24"
EAST, 139.85 FEET;
THENCE SOUTH 30046'58" WEST, 144.06 FEET;
THENCE SOUTH 43003'33" EAST, 554.52 FEET;
6/18/~8
THENCE SOUTH 48o34'38" EAST, 328.39 FEET TO THE NORTHERLY LINE OF
PARCEL 1 OF PA3~CEL NiAP NO. 11984 AS FILED IN BOOK 67, PAGE 87 OF
PARCEL MAPS, IN THE RECORDER'S OFFICE OF SAID COUNTY;
THENCE ALONG SAID NORTHERLY LINE OF PARCEL 1 SOUTH 83o26'40"
WEST, 118.23 FEET TO THE NORTHEASTERLY LINE OF THE PARCEL
DESCRIBED IN SAID INSTRUMENT NO. 180581;
THENCE LEAVING SAID NORTHERLY LINE ALONG SAID NORTHEASTERLY LINE
OF THE PARCEL DESCRIBED IN INSTRUMENT NO. 180581 NORTH 54°54'19"
WEST, 350.41 FEET TO THE BEGINNING OF A 945.00 FOOT RADIUS CURVE
CONCAVE NORTHEASTERLY;
THENCE NORTHWESTERLY ALONG SAID CURVE A/~D CONTINUING ALONG SAID
NORTHEASTERLY LINE THROUGH A CENTRAL ANGLE OF 45°48'06", A
DISTAi~CE OF 755.42 FEET;
THENCE CONTINUING ALONG SAID NORTHEASTERLY LINE NORTH 09°06'13"
WEST, 12.49 FEET TO THE POINT OF BEGINNING;
CONTAINING 153,399.22 SQUA/~E FEET OR 3.522 ACRES, MORE OR LESS.
THE ABOVE DESCRIBED PARCELS A~E SUBJECT TO COVENANTS, CONDITIONS,
RESERVATIONS, RESTRICTIONS, RIGHTS, RIGHTS-OF-WAY AND EASEMENTS,
IF ANY OF RECORD.
THE ABOVE EASEMENT SHALL TERMINATE AND HAVE NO EFFECT 30 DAYS
AFTER FILING OF A "NOTICE OF COMPLETION" ON THE PALA ROAD BRIDGE
IMPROVEMENT PROJECT.
SEE EXHIBIT ~D" ATTACHED HERETO
6/18/98
Trans-Pacific Consultants
27447 Enterprise Circle West, Temeculo, CA., 9'2590
THIS PLAT IS SO~ELV AN AID IN LOCATING THE PARCEL(S) DESCRIBED IN THE
ATTACHED DOCUMENT. IT IS NOT PART OF' THE WRITTEN DESCRIPTION THEREIN.
SCALE: 1'= 100' DRAWN BY TJL DATE3/30/98J EXHIBIT
CIVIL ENGINEERS
LAND SURVEYORS, PLANNERS
w.o. #
SHEET 1 OF 12
FOR ROAD
\
\
\\ APN g~50--J10-o22
\
\
\
\
\
\
\
Trans-Pacific ConsulLanLs
2744.7 Enterprise Circle West. Temecula, CA., 92690
THIS PLAT IS SOLELY AN AID IN LOCATING THE PARCELCS) DtrSCRIBIrD IN
ATTACHED DOCUIdI:"NT. IT IS NOT PART OF' THE 'WRITll~N DESCRIPTION THEREIN.
SCALE: l"= 100' DRAWN BY TJL DATES/50/98I EXHIBIT
\
\
\
\
\
\
\
\
\
\
\
\
CIVIL ENGINEERS
LAND SURVEYORS, PLANNERS
w.o. #
SHEET 2 OF 12
FOR ROAD
EXHIBIT
PARCEL ,,A,,___~
¥-": '-' '-'-~;-'"-' '~'-' ....
:';::'.-,...-~.:-:-..:..--.::-:.,=p..,'.- ...
.;.:...... :_.'.' ....o: '- -"55'
:'
DATA TABLE
No. DELTA RADIUS LENGTH TANGENT
02"06'29" 1571.00' 57.80' 28.90'
05°26'47" 945.00' 56.84' 28.43'
03 ° 10'40' 1055.00' 58. 5 I' 29. 26'
Trans-Pacific ConsulLants
27447 Enterprise Circle West. Temecula. CA.. 92590
CIVIL ENGINEERS
LAND SURVEYORS, PLANNERS
THIS PLAT IS SOLEbY AN AID IN LOCATING THE PARCEL(S) DESCRIBED IN THE
SHEET 5 OF 12
ATTACHED DOCUMENT. IT IS NOT PART OF THE WRITTEN DESCRIPTION THEREIN.
SCALE: 1'= 50' J oR^w. a¥ TJL DATE3/30/98J EXHIBIT FOR ROaD
H,\NETDRIVE\DATA\'~URVEY\PALA RO,~D BRIDGE\BA'::E_NAP\EASEHENTS\RIGHT-DF-~AY\IIORV_KEHPER3.D~IG 4-3-98 2:10:54 pm PST
w.o. #
PALA
ROAD
(EXIST)
PARCEL
CUPE, ~2'z_ ,~.25- 6,.0824 ~ \
..>..>:: -:
:_-.'?:9:
.." N 59°ZO'ZS~'Z (t~)' .'' ...'
/ ' PiO. R. .. ' "
DATA TABLE sexre..
No. b/BEARING RADIUS LENGTH TANGENT
01°12'25" 1055.00' 22.22' 11.11'
N6! °05'24"£ 22.12'
01"11'19" 1055,00' 21.89' 10,94'
H:\NETDRIVE\DATA\SURVEY\PALA ROAD BRIDGE\BASE_HAP\EASEHENTS\RIGHT-DF'-VAY'MiOR;,f_KEHPI:.R4.DVG
EXP. 12/.31/00
Trans-Pacific Consultants
27447 Enterprise Circle West, Temeculo, CA., 92590
THIS PLAT IS SOLELY AN AID IN LOCATING THE PARCEL(S) DESCRIBED IN THE
ATTACHED DOCUMENT. IT IS NOT PART OF 'I~IE WRITTEN DI:'SCRIPTION THEREIN. SHEET 4 OF 12
sc^m ~"= so' I~.^w.~ TUL ~^T~S/SO/9a! EXHIBIT FOR ROAD
4-3-9~ E:O~03 pe~ PST
CIVIL ENGINEERS
LAND SURVEYORS, PLANNERS
w.o. #
DATA TABLE
No. DELTA RADIUS LENGTH
~! 00°47"38' 1571.00' 21.77'
N54°19*31'W 99.02'
N09°15'57'£ 14. 48'
N 70'09'35"£ 12. 24'
N17'32'57'£ 19.14'
TANGENT
I0.88"
Trans-Pacific Consultants
27447 Enterprise Circle West. Temeculo. CA.. 92590
THIS PLAT IS SOLELY AN AID IN LOCATING THE PARCEL(S) DESCRIBED IN THE
ATTACHED DOCUMENT. IT IS NOT PART OF THE WRITTEN DESCRIPTION THEREIN.
SCALE: 1"=60'I DRAWN BY TJLDATEG/12/98[EXHIBIT
H:\NF'TDRIVE\DATA\SURVEY\PALA ROAD BRIDF, E\BASE_HAP\EASF'HENT~:\RIGHT-Or-~./Ay\~LOPE_KENPER[.D,~,/G
CIVIL ENGINEERS
LAND SURVEYORS. PLANNERS
SHEET 6 OF 1~ W.O. #
FOR SLOPE EASEMENT
6-1~-9~ [,:':44:41 Off PST
/
/
DATA TABLE
No, DELTA RADIUS LENGTH TANGENT
N$4 '24'$1 'g 71.98'
14~1 N54'00'41 'W 18.04'
16°15'14' 919.00' 260. 71' 151.2,5'
NO1 '22'05'E $0.,33'
N$5'35'5 ! "£ 20. 82'
Trans-Pacific Consultants
27447 Enterprise Circle West. Temeculo. CA.. 92590
CIVIL ENGINEERS
LAND SURVEYORS, PLANNERS
THIS PLAT IS SOLEI:Y AN AID IN LOCATING THE PARCEL(S) DESCRIBED IN THE W.O.
SHEET 11 OF 12
ATTACHED DOCUMENT. IT IS NOT PART OF THE WRITTEN DESCRIPTION THEREIN.
SCALE: ,"= 60' I DRAWN BY TJL DATE6/12/98I EXHIBIT FOR SLOPE EASEMENT
H:\NETDRIV£\DATA\SURVEY\PALA RnAD BRIDGE\BAS£_HAP\EASEHENTS\RIGHT-DF-%/AY\SLnPE_KENPER3.DVG 6-[2-98 12:41113 pl., PST
"' EXHIBIT "C"
'\
\
\
\
\
17~7'0~' W 10.61'
\
\
\
\
APN g50-110-022
18"~5'19' W 10.50'
62°01"21" W 50.$0"
DATA TABLE
No. DELTA RADIUS LENGTH
N43'41 '12'E 21.89'
03°19'55' 1945.00" 113.11'
NB$'26'40'E 18. 56'
TANGENT
N 44°17'36' W 21.80'
55'09'22' W 18. 70'
~. ~
56.57'
Trans-Pacific Consultants
27447 Enterprise Circle West. Temeculo, CA., 92590
CIVIL ENGINEERS
LAND SURVEYORS, PLANNERS
THIS PLAT IS SOLELY AN AID IN LOCATING THE PARCEL(S) DESCRIBED IN THE W.O.
ATTACHED DOCUMENT. IT IS NOT PART OF THE WRITTEN DESCRIPTION THEREIN. SHEET 1 2 OF 1 2
SCALE: 1"= 60' l DRAWN BY TJL DATE6/12/98I EXHIBIT FOR SLOPE EASEMENT
H:\NETDRIVE\DATA\SURVEY\PALA ROAD BR[DGEXBASE_NAP\FASEHENT$\RIGHT-nlr-;,/AY\SLOPE_KENPER4.D%/G ¢-.-i2-9B 3:L4,40 p~ PST
DATA TABLE
NO.
DELTA RADIUS LENGTH
N34°$9'44"£ 25.00'
N55 ~20'16'Vii 60. 42'
09'29'43" 330.00' 54.69'
N6 ! °08'24'E O. 86'
$75'16'08'E' .51.72'
N70°09'$5"£ 22.6I'
TANGENT
27.41'
Il N6J°47'3!'W ,33.10'
r0°49'54' 1055.00' 199.45' [00.02'
H:\NETDRIVE\DATA\SURV£Y\PALA RDAD BRIDGE\BASE_NAP\EASENENT~\RIGHT-OF-VAy\TEE_KEHPER2.DVG
Trans-Pacific Consultants
27447 Fnterprise Circle West. Temeculo, CA., 92590
mlS PLAT IS SOLEI~¥ AN AID IN LOCATING THE PARCEL(S) DESCRIBED IN THE
ATTACHED DOCUMENT. IT IS NOT PART OF' THE WRITTEN DESCRIPTION THEREIN.
sc^,E: 7'-- 60' ] ~)R^w, .¥ TJL D,~,~/02/9~I EXHIBIT FOR T.C.E. EASEMENT
4-3-9[~ 2:04,30 p~ PST
CIVIL ENGINEERS
LAND SURVEYORS. PLANNERS
SHEET 9 OF 12 W.O. #
30'46'58" E
44, 06'
~ 55'~
EXIST. ROAD EASEMENT
% INST. NO. 180581
~ % REC. ON 5/16/90
'~.
APN g50-110-022
%
I \
I
I ~ / p..
/
/ / /
I
, / ~._~' ' / . .
//~7~u.~ ~, ~,.~Xx / ,~'.' ..~.'
X~"~ ""~¢/ ,' ,' %' POL MAP NO. 11984
/ ,, /
-~ / ,, / PM 87/87
I I
I I I
I / i
/ I
Trans-Pacific Consultants
27447 Enterprise Circle West. Temeculo. CA., 92590
THIS PLAT IS SOLEI'Y AN AID IN LOCATING THE PARCELtS) DESCRIBED IN THE
ATTACHED DOCUMENT. IT IS NOT PART OF THE WRITTEN DESCRIPTION THEREIN.
SCALE: 1'=60' IDRAWNBY TJL DATE4/09/98I EXHIBIT
[:\PALA ROAD BRIDGE\BASIr_HAP\IrAStrHI:'NTS\RIGHT-OIr-~/A¥\TC£_KIrHPrR3.D~,,fG
CIVIL ENGINEERS
LAND SURVEYORS. PLANNERS
SHEET 10 OF 12 W.O.
FOR T.C.E. EASEMENT
t:57,10 p. PST
DATA TABLE
No. DELTA RADIUS LENGTH TANGENT
100'57'35',57,.00' 26.3,' ,3.,6'
23 NOg'O6'13'W 12.49'
07°48'44' 1055.00' 143.85' 72.04'
i N24~'06'40'£ 3.,t. 10'
N70'O9'35'E 32.87'
~\NETDRIVE\DATA\SURVEY\PALA ROAD BRIDGESBASE_HAP\EAS£HENTS\RIGHT-DF-~AY\TCE_KENPERI.DVG
Trans-Pacific Consultants
27447 Enterprise Circle West, Temeculo, CA., 92590
THIS PLAT IS SOLELY AN AID IN LOCATING THE PARCEL(S) DESCRIBED IN THE
ATTACHED DOCUMENT. IT IS NOT PART OF THE WRITTEN DESCRIPTION THEREIN.
SC^LE: ,*= 60' I D,^w, 8Y TJL D^~4/0~/9S! EXHIBIT
4-3-90
CIVIL ENGINEERS
LAND SURVEYORS, PLANNERS
SHEET 8 OF 12 W.O. #
FOR T.C.E. EASEMENT
1:~"0,35 p~ PST