HomeMy WebLinkAbout08-107 CC Resolution
' RESOLUTION NO. 08-107
A RESOLUTION OF THE CITY OF TEMECULA
DECLARING CERTAIN REAL PROPERTY INTERESTS
NECESSARY FOR PUBLIC PURPOSES AND
AUTHORIZING THE ACQUISITION THEREOF IN
CONNECTION WITH THE PECHANGA PARKWAY -
DUAL TURN LANES FROM TEMECULA PARKWAY
(PROJECT NO. PW06-11)
THE CITY OF TEMECULA DOES HEREBY RESOLVE, FIND, DETERMINE,
AND ORDER AS FOLLOWS:
Section 1. The City of Temecula is a municipal corporation, in the County of
Riverside, State of California.
Section 2. The real property interests described in Section 3 of this Resolution
are to be taken for a public use, namely for public street purposes and all uses
necessary or convenient thereto in connection with the Pechanga Parkway - Dual Turn
Lanes From Temecula Parkway (Project No. PW 06-11) ("Project"), pursuant to the
authority conferred upon the City of Temecula to acquire property by eminent domain by
California Constitution Article 1, Section 19, California Government Code Sections
37350, 37350.5, 37351, 40401 and 40404 and California Code of Civil Procedure
Section 1230.010 et seq. (Eminent Domain Law), including, but not limited to Sections
1240.010, 1240.020, 1240.110, 1240.120, 1240.510, 1240.610, 1240.650 and other
provisions of law.
Section 3. The City seeks to acquire the following real property interests
(which are referred to below collectively as "Subject Property Interests") from the real
property, which is a vacant lot located at the southwest corner of Pechanga Parkway
and Temecula Parkway in Temecula, California, identified as Riverside County Tax
Assessor's Parcel Numbers 961-010-072 and 961-010-073 ("larger parcel"), for public
street purposes and all uses necessary or convenient thereto:
• An approximate 2,978 square foot permanent easement for public street
purposes, which is described on Exhibit "A" hereto labeled "Legal Description
for Dedication of Right-Of-Way" and is depicted on Exhibit "B" labeled
"Dedication of Right of Way";
• An approximate 2,774 square foot slope easement to support the adjacent
public roadway that will revert back to the property owner after construction of
the Project in the manner proposed, which is described on Exhibit "A-1"
hereto labeled "Legal Description for Slope Easement" and is depicted on
Exhibit "13-1" labeled "Slope Easement"; and
• An approximate 3,004 square foot temporary construction easement with a
term of eighteen (18) months to facilitate construction of the Project, which is
described on Exhibit "A-2"hereto labeled "Legal Description for Temporary
1
Construction Easement" and depicted on Exhibit "B-2" labeled "Temporary
Construction Easement".
The Subject Property Interests described on Exhibits "A", "A-1" and "A-2" and
depicted, respectively, on Exhibits "B" "B-1" and "B-2" hereto are incorporated herein by
this reference. The Subject Property Interests are required for the construction of the
Project, which a public use.
Section 4. The Project would construct two dedicated right-turn lanes on
eastbound Temecula Parkway to southbound Pechanga Parkway consistent with the
City's General Plan and would also construct new curbs, gutters and sidewalks.
Temecula Parkway is designated as a principal arterial in the City's General Plan and is
currently configured with three eastbound and three westbound traffic lanes in the
vicinity of the larger parcel. There are also two westbound left turn lanes, one
eastbound left turn lane and one eastbound right turn lane at the signalized intersection
with Pechanga Parkway. The construction of the Project in the manner proposed would
not change the westbound configuration of Temecula Parkway. The Project would
change the eastbound configuration of Temecula Parkway to realign the existing single
right turn lane to accommodate two right turn lanes. The Project would not change the
grade of the larger parcel from which the City seeks to acquire the Subject Property
Interests. The grade of Temecula Parkway would change as it approaches the
intersection at Pechanga Parkway.
The Final Environmental Impact Report (SCH #2003061041) for the 2005 City of
Temecula General Plan Update ("2005 General Plan EIR"), which was certified by the
City Council on April 12, 2005, contains a traffic study that concluded that auxiliary
lanes at principal intersections would remove through-movement bottlenecks and
improve traffic flow. The Circulation Element of the General Plan indicates that the
failure of key intersections to perform at adopted performance standards significantly
impairs the overall effectiveness of the transportation network. The Project is consistent
with the General Plan Circulation Element, which was analyzed in the 2005 General
Plan EIR. For example, the Circulation Element indicates that principal arterials, such
as Temecula Parkway, have six lanes of through travel with additional turn lanes at
specific locations. The Project would construct the two dedicated right turn lanes that
are needed at the intersection of Temecula Parkway and Pechanga Parkway to improve
traffic circulation at this intersection.
The Project is needed to improve traffic circulation in this area of the City.
Increased development in this area of the City and an increase in patrons of the
Pechanga Casino have resulted in traffic congestion and have impacted traffic
circulation on Pechanga Parkway. The Project's construction of two dedicated right-turn
lanes on eastbound Temecula Parkway to southbound Pechanga Parkway would
improve traffic conditions at the intersection of Temecula Parkway and Pechanga
Parkway. Level of Service ("LOS") describes the efficiency and quality of traffic
' operations. LOS is ranked on a scale of LOS A to LOS F, with LOS A representing
excellent efficiency or free-flow traffic and LOS F representing extreme congestion or a
forced or breakdown flow. At LOS F, traffic volumes exceed capacity, resulting in
R:/Resos 2008/Resos 08-107 2
Jammed intersections. This can result in delays greater than 80 seconds at
intersections and/or two-cycle signal waits. The Project would improve the intersection
of Temecula Parkway and Pechanga Parkway from LOS F to LOS E, which is still below
the LOS D goal established by the Circulation Element of the General Plan. Goal 1 of
the Circulation Element of the General Plan is to "strive to maintain a LOS D or better at
all intersections within the City during peak hours and LOS C or better during non-peak
hours." The construction of the proposed improvements would bring the intersection of
Temecula Parkway and Pechanga Parkway to a level of service closer to the LOS D
goal set forth in the Circulation Element of the General Plan.
By improving the efficiency of traffic circulation as set forth above, the Project
would also help to meet Goal 3 of the Circulation Element, which is to provide an
efficient City circulation system through the use of transportation system management
and travel demand management strategies. The proposed Project adds turn lanes to
implement this Goal. The proposed Project will also comply with policy 3.2, which is to
discourage on-street (curbside) parking along principal arterial roadways to minimize
traffic conflicts and increase carrying capacity. The impacted portions of Temecula
Parkway and Pechanga Parkway will continue to prohibit curbside parking.
By making right turn movements from Temecula Parkway to Pechanga Parkway
more efficient, the proposed Project would improve traffic circulation and efficiency at
this intersection and on Pechanga Parkway during peak hour traffic. This may also
' consequently have a beneficial effect on the access and response times of emergency
vehicles vital to the public health and safety, and thus, benefit the community as a
whole.
Section 5. The environmental effects of the Project were studied and analyzed
pursuant to the California Environmental Quality Act ("CEQA"), Public Resources Code
Section 21000 et seq. and the CEQA Guidelines, 14 Cal. Code Regs. § 15000 et seq.
("CEQA Guidelines"). On September 24, 2008, the City filed a Notice of Exemption for
the proposed Project pursuant to Section 15162 of the CEQA Guidelines. In adopting a
Notice of Exemption, the City determined that the environmental effects of the Project
were studied by the City Council on April 12, 2005, when the City Council certified the
2005 General Plan EIR (SCH #2003061041) pursuant to City Council Resolution No.
05-44.
Specifically, the Circulation Element of the 2005 General Plan discussed the
need for and includes provisions to add auxiliary turn lanes at principal intersections in
the City. The City has identified the intersection of Temecula Parkway and Pechanga
Parkway as one of the intersections that need these auxiliary turn lanes. The 2005
General Plan EIR contains a traffic study that concluded that auxiliary turn lanes at
principal intersections would remove through-movement bottlenecks and improve traffic
flow. The Notice of Exemption found that the proposed Project is consistent with the
General Plan Circulation Element, which was analyzed in the General Plan EIR.
' Therefore, the City found the proposed Project is exempt from further review under
CEQA pursuant to Section 15162 of the CEQA Guidelines. The Notice of Exemption,
2005 General Plan EIR, Notice of Preparation of a Draft Environmental Impact Report
R:/Resos 2008/Resos 08-107 3
' dated June 4, 2003, the Environmental Checklist prepared by the City in connection
with the 2005 General Plan EIR and agenda reports prepared in connection with these
environmental documents are incorporated herein by this reference.
In connection with the proposed Resolution of Necessity, City staff on November
12, 2008, reviewed all of the environmental documentation prepared in connection with
the Project, including the Notice of Exemption dated September 24, 2008, the 2005
General Plan EIR certified by the Temecula City Council on April 12, 2005 by City
Council Resolution No. 05-44. Pursuant to the criteria of Section 15162 of the CEQA
Guidelines and Section 21166 of the Public Resources Code, City staff concluded that
no substantial changes have occurred in the proposed Project that the City has
obtained no new information of substantial importance that would require further
environmental analysis. These environmental findings are the appropriate findings with
respect to the proposed acquisition of the Subject Property Interests.
Section 6. Pursuant to Government Code Section 7267.2, the City obtained a
fair market value appraisal of the Subject Property Interests, set just compensation in
accordance with the fair market value and extended a written offer on June 4, 2008 to
the record owner. The City's offer letter also offered to pay to the property owner the
reasonable costs, up to $5,000.00 (Five Thousand Dollars) for an independent appraisal
of the Subject Property Interests pursuant to Code of Civil Procedure Section 1263.025.
' Section 7. The City provided notice to the record owner pursuant to Code of
Civil Procedure Section 1245.235 of its decision to consider the adoption of a
Resolution of Necessity for the acquisition of the Subject Property Interests by eminent
domain.
Section 8. The public use for which the City seeks to acquire the Subject
Property Interests, namely public street purposes and all uses necessary or convenient
thereto, is a more necessary public use within the meaning of Code of Civil Procedure
Section 1240.650 than the uses to which public utility easement holders have
appropriated those utility easements, which are located in the Subject Property Interests
and are affected by the Project.
Section 9. Based on the evidence presented at the hearing regarding the
Project, including the Agenda Report and documents referenced therein, the City
Council hereby finds and determines that:
A. The public interest and necessity require the Project;
B. The Project is planned and located in the manner that will be most
compatible with the greatest public good and the least private injury;
C. The Subject Property Interests described in Exhibits "A", "A-1" and "A-2"
and depicted, respectively, on Exhibits "B" "B-1" and "B-2" hereto are
' necessary for the Project; and
R:/Resos 2008/Resos 08-107 4
D. The City has made the offer required by Government Code Section
t 7267.2 to the owner of record of the Subject Property Interests it seeks to
acquire.
Section 10. The findings and declarations contained in this Resolution are
based upon the record before the City Council, including the Agenda Report and all
documents referenced therein, all of which are incorporated herein by this reference,
and any testimony and/or comments submitted to the City by the record owner and or
its representative(s). These documents include, but are not limited to, the 2005 General
Plan; the Circulation Element, the street plans for the Project, the environmental
documents referenced above and in the Agenda Report, including the Notice of
Exemption, the 2005 General Plan EIR, the offer letter sent to the property owner
pursuant to Government Code Section 7267.2, and the notice to the record owner
pursuant to Code of Civil Procedure Section 1245.235 of the City's intent to consider the
adoption of the Resolution of Necessity.
Section 11. The City Council of the City of Temecula hereby authorizes and
directs the City Attorney's office to take all steps necessary to commence and prosecute
legal proceedings in a court of competent jurisdiction to acquire by eminent domain the
property described in Exhibits "A", "A-1" and "A-2" and depicted, respectively, on
Exhibits "B" "B-1" and "B-2" attached hereto.
Section 12. The City Council of the City of Temecula hereby authorizes the City
Manager to execute all necessary documents in connection with the eminent domain
proceeding.
PASSED, APPROVED, AND ADOPTED by the City Council of the City of
Temecula this 25th day of November, 2008.
Michael Naggar, Mayor
ATTEST:
\ Susan: ones, MMC
ity
rk
[SEAL]
1
R:/Resos 2008/Resos 08-107 5
' STATE OF CALIFORNIA )
COUNTY OF RIVERSIDE ) ss
CITY OF TEMECULA )
I, Susan W. Jones, MMC, City Clerk of the City of Temecula, do hereby certify that
the foregoing Resolution No. 08-107 was duly and regularly adopted by the City Council of
the City of Temecula at a meeting thereof held on the 25th day of November, 2008, by the
following vote:
AYES: 5 COUNCIL MEMBERS: Comerchero, Edwards, Roberts,
Washington, Naggar
NOES: 0 COUNCIL MEMBERS: None
ABSENT: 0 COUNCIL MEMBERS: None
ABSTAIN: 0 COUNCIL MEMBERS: None
Susan . Jones, MMC
City Clerk
R:/Resos 2008/Resos 08-107 6
EXHIBIT "A"
LEGAL DESCRIPTION FOR DEDICATION OF RIGHT-OF-WAY
A DEDICATION OF RIGHT-OF-WAY OVER AND ACROSS A PORTION OF PARCEL 14 OF
PARCEL MAP NO. 30180 AS SHOWN BY MAP ON FILE IN BOOK 208, PAGES 56
THROUGH 61 INCLUSIVE OF PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY,
CALIFORNIA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE MOST NORTHWESTERLY CORNER OF PARCEL 14 OF SAID MAP,
SAID POINT BEING ON THE SOUTHERLY RIGHT-OF4VAY LINE OF STATE HIGHWAY 79
AS SHOWN BY SAID MAP, SAID RIGHT-OF-WAY BEING A CURVE CONCAVE
NORTHERLY, HAVING A RADIUS OF 1,571.00 FEET, A RADIAL LINE THROUGH SAID
POINT BEARS SOUTH 100 14' 05" WEST;
THENCE EASTERLY ALONG SAID CURVE AND SAID RIGHT-OF-WAY THROUGH A
CENTRAL ANGLE OF 060 58' 22", AN ARC LENGTH OF 191.19 FEET TO THE BEGINNING
OF A CORNER CUT BACK AS SHOWN ON SAID MAP;
THENCE SOUTH 540 18'48- EAST, 31.29 FEET ALONG SAID CORNER CUT BACK TO THE
BEGINNING OF A NON-TANGENT CURVE CONCAVE NORTHERLY, HAVING A RADIUS OF
1,588.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 020 18' 32' WEST,
SAID CURVE ALSO BEING CONCENTRIC TO AND 88.00 FEET SOUTHERLY OF THE
CENTER LINE OF STATE HIGHWAY 79 AS SHOWN BY SAID MAP;
THENCE WESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
050 04' 21', AN ARC DISTANCE OF 140.59 FEET TO THE BEGINNING OF A COMPOUND
CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 134.00 FEET;
THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 180
37'150, AN ARC LENGTH OF 43.55 FEET;
THENCE NORTH 630 59'51' WEST, 37.37 FEET TO THE NORTHWEST CORNER OF
PARCEL 14 OF SAID MAP, SAID POINT ALSO BEING THE POINT OF BEGINNING.
CONTAINING 2,978 SQUARE FEET OR 0.07 ACRES MORE OR LESS.
GRANTOR HEREBY RELEASES AND RELINQUISHES TO THE GRANTEE ANY AND ALL
ABUTTER'S RIGHTS OF ACCESS BETWEEN THE ABOVE DESCRIBED PARCEL OF LAND
AND THE GRANTOR'S REMAINING PROPERTY LYING SOUTHERLY THEREOF.
EXCEPTING AND RESERVING THERETO THE FOLLOWING DESCRIBED ACCESS
OPENING:
A 30-FOOT WIDE PUBLIC ACCESS OPENING DESCRIBED AS FOLLOWS:
BEGINNING AT THE MOST NORTHWESTERLY CORNER OF THE ABOVE DESCRIBED
PARCEL 14;
Page 1 of 2
' THENCE SOUTH 63° 59' 51" EAST, 17.07 FEET TO THE TRUE POINT OF BEGINNING OF
SAID THIRTY FOOT WIDE ACCESS OPENING;
THENCE CONTINUING SOUTH 630 59'51" EAST, 20.30 FEET TO THE BEGINNING OF A
TANGENT CURVE CONCAVE NORTHERLY, HAVING A RADIUS OF 134.00 FEET;
THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 040 45'08",
AN ARC LENGTH OF 11.11 FEET TO THE END OF SAID 30-FOOT WIDE PUBLIC ACCESS
OPENING.
THIS DESCRIPTION ALSO BEING SHOWN ON THE ATTACHED EXHIBIT 'B-,
AND THEREBY BEING MADE A PART HEREOF:
PRRE .ABED YY ME OR UNDER MY SUPERVISION:
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PROFESSIONAL CIVIL ENGINEER NO. 26159
REGISTRATION EXPIRES 3!31!08 NO. 25130
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Page 2 of 2
' EXHIBIT "B"
DEDICATION OF RIGHT OF WAY
A DEDICATION OF RIGHT-OF-WAY OVER AND ACROSS A PORTION OF PARCEL 14 OF
PARCEL MAP NO. 30180 AS SHOWN BY MAP ON FILE IN BOOK 208, PAGES 56 THROUGH
61 INCLUSIVE OF PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA.
I 1.26' 47
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0) y CORNER CUTBACK PARCEL 14-/
LSEE DETAIL BELOW lR' ~-1
PARCEL MAP 30180 (0=02'42'25" o
R=1067.00' m,
w P.M. 208/56-61
L=50.41) 67.00
PARCEL 14 .E
(1.053 ACRES) Za5 s ~N69!~R1
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P. 0. B. 30' ACCESS
✓ PARCEL 13 OPENING
TRACT 20319 ~ is 46
M.B. 181/54-58 S26'OV09"W
(R) QO SCALE
SCALE: 1'=60' NOT TO SCALE
O9 OFESSI° ( ) INDICATES RECORD DATA PER PM 208/56-61
Ate` °r s~ LINE TABLE CURVE TABLE
; LINE LENGTH BEARING CURVE LENGTH RADIUS ANGENr DELTA
' Na 28169 L1 37.37 N83'S9'S11Y C1 19 1571.00 95.71 658'22'
* Ems. J/31 /OB * L2 -TT N54'1 C2 13.55 134.00 21.97 18'37'18'
L3 113.60 1 4V C3 140.59 1588.00 70.34 5'04'21'
4~F C1V1` p16.1~! L4 .34 NOB'45'19 14 11.11 134.00 70.34 4'45'08'
CALIF S63'5951"E
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' EXHIBIT "A -1"
LEGAL DESCR nON FOR SLOPE EASEMENT
A SLOPE EASEMENT OVER AND ACROSS A PORTION OF PARCEL 14 OF PARCEL MAP
NO. 30180 AS SHOWN BY MAP ON FILE IN BOOK 208, PAGES 56 THROUGH 61
INCLUSIVE OF PARCEL MAPS. RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, BEING
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE MOST NORTHWESTERLY CORNER OF PARCEL 14 OF SAID MAP,
SAID POINT BEING ON THE SOUTHERLY RIOHi-0F-WAY LANE OF STATE HIGHWAY 79
AS SHOWN BY SAID MAP, SAID RIGHT-OF-WAY BEING A CURVE CONCAVE
NORTHERLY, HAVING A RADIUS OF 1,571.00 FEET, A RADIAL LINE THROUGH SAID
POINT BEARS SOUTH 10' 14'05" WEST;
THENCE SOUTH 63' S9' 51" EAST, 37.37 FEET ALONG SAID RIGHT-OF-WAY TO THE
BEGINNING OF A CURVE CONCAVE NORTHERLY, HAVING A RADIUS OF 130.00 FEET, A
RADIAL LINE THROUGH SAID POINT BEARS SOUTH 26' 00' 09" WEST;
THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 18' 37' 16",
AN ARC DISTANCE OF 43.55 FEET TO THE BEGINNING OF A COMPOUND CURVE
CONCAVE NORTHERLY HAVING A RADIUS OF 1,588.00 FEET, A RADIAL LINE THROUGH
' SAID POINT BEARS SOUTH 07' 22'53" WEST;
THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 05' 04' 21",
AN ARC DISTANCE OF 140.59 FEET, TO THE BEGINNING OF A CORNER CUT BACK AS
SHOWN ON SAID MAP A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 02' 18' 32"
WEST, ALSO BEING CONCENTRIC TO AND 88400 FEET SOUTHERLY OF THE CENTER
LINE OF STATE HIGHWAY 79 AS SHOWN BY SAID MAP;
THENCE SOUTH 54' 1844" EAST ALONG SAID CORNER CUT BACK, 21.63 FEET TO
THE BEGINNING OF A NON-TANGENT CURVE CONCAVE NORTHERLY HAVING A
RADIUS OF 1,600.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 0.1
39'44!* WEST;
THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 05'
43' 09", AN ARC LENGTH OF 159.71 FEET TO THE BEGINNING OF A COMPOUND CURVE
CONCAVE NORTHERLY HAVING A RADIUS OF 146.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS SOUTH 07' 22'53" WEST;
THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 18'
3T 16", AN ARC LENGTH OF 47.45 FEET, A RADIAL LINE THROUGH SAID POINT BEARS
SOUTH 26' 00' 09" WEST;
THENCE NORTH 63' 59'51" WEST, 33.65 FEET;
THENCE NORTH 08' 45'19" EAST, 12.56 FEET TO THE NORTHWEST CORNER OF
PARCEL 14 OF SAID MAP, SAID POINT ALSO BEING THE POINT OF BEGINNING.
CONTAINING 2,774 SOUARE FEET OR 0.06 ACRES MORE OR LESS.
' Page 1 2
CnaOedouf/2N2W73:52F PM
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THIS DESCRIPTION ALSO BEING SHOWN ON THE ATTACHED EXHIBIT "B',
AND THEREBY BEING MADE A PART HEREOF:
PREPARED Y ME OR UNDER MY SUPERVISION:
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GOB _
'KEVIN B. COZAD
PROFESSIONAL CIVIL ENGINEER NO. 26159 REGISTRATION EXPIRES 3/31/08 N0.9At5Y
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' Page 2 of 2
Created an WM007 3:52 PM
BY: J.S.W.
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' EXHIBIT "B -1"
SLOPE EASEMENT
SLOPE EASEMENT OVER AND ACROSS A PORTION OF PARCEL 14 OF PARCEL
MAP NO. 30180 AS SHOWN BY MAP ON FILE IN BOOK 208, PAGES 56
THROUGH 61 INCLUSIVE OF PARCEL MAPS, RECORDS OF RIVERSIDE
COUNTY, CALIFORNIA.
Co
~(A -02.42.25 •29
R=1067.00' 00
7f'~.~Rr~ L=50.41~.
L+~gs• R= 1500.00'
P.0 B. 04'42'30V 00
~w 17i'Xi`1 „Q Qn
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CORNER CUTBACK PARCa V~-/
' PARCEL MAP 30180
P.M. 208/56-61
PARCEL14 '
(1.053 yy►9~
ACRES) ~
PARCEL 13
* of. WOO
0111~1r e
TRACT 20319 M.B.
181 /54.58' !
SCALE: 1'.60'
INDICATES RECORD DATA PER PM 206/56-61
LINE TABLE CURVE TABLE
' UNE LENGTH LNG CURVE DELTA LENG7N RADIUS TMIGEM
L1 37.37' S 63'59'51- E Cl 18'37'16' 43.55' 134.00' 21.97-
L2 21.63' S 54.18'44' E 72 ` ' 140.59' 1588.00' 70.34'
L3 33.65' N 63.59'5r W C3 5-43.09' 159.71' 1600.00' 79.92'
L4 12.56' N 08'45'19' E C4 18.37.16-' 47.45' 146.00' 23.94'
' EXHIBIT "A - 2"
LEGAL DESCRIPTION FOR TEMPORARY WNSTRUCIION EASEMENT
A TEMPORARY CONSTRUCTION EASEMENT OVER AND ACROSS A PORTION OF
PARCEL 14 OF PARCEL MAP NO. 30180 AS SHOWN BY MAP ON FILE IN BOOK 208,
PAGES 56 THROUGH 61 INCLUSIVE OF PARCEL MAPS, RECORDS OF RIVERSIDE
COUNTY, CALIFORNIA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE MOST NORTHWESTERLY CORNER OF PARCEL 14 OF SAID MAP,
SAID POINT BEING ON THE SOUTHERLY RIGHT-OF-WAY LINE OF STATE HIGHWAY 79
AS SHOWN BY SAID MAP, SAID RIGHT-OF-WAY BEING A CURVE CONCAVE
NORTHERLY, HAVING A RADIUS OF 1,571.00 FEET, A RADIAL LINE THROUGH SAID
POINT BEARS SOUTH 100 14'05" WEST;
THENCE SOUTH 08' 45'19" WEST, 12.56 FEET TO THE TRUE POINT OF BEGINNING;
THENCE SOUTH 63°59'51 " EAST, 33.65 FEET TO THE BEGINNING OF A TANGENT
CURVE CONCAVE NORTHERLY, HAVING A RADIUS OF 146.00 FEET;
THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 18037'
16", AN ARC DISTANCE OF 47,45 FEET TO THE BEGINNING OF A COMPOUND CURVE
CONCAVE NORTHERLY HAVING A RADIUS OF 1,600.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS SOUTH 07' 22'53" WEST;
THENCE EASTERLY ALONG SAID CURVE, ALSO BEING CONCENTRIC TO AND 100.00
FEET SOUTHERLY OF THE CENTER LINE OF STATE HIGHWAY 79 AS SHOWN BY SAID
MAP, THROUGH A CENTRAL ANGLE OF 05' 43' 09", AN ARC DISTANCE OF 159.71 FEET,
TO A POINT ON THE CORNER CUT BACK AS SHOWN ON SAID MAP, A RADIAL LINE
THROUGH SAID POINT BEARS SOUTH 01 ° 39' 44" WEST;
THENCE SOUTH 54' 18' 44" EAST ALONG SAID CORNER CUT BACK, 21.27 FEET TO
THE BEGINNING OF A NON-TANGENT CURVE CONCAVE NORTHERLY HAVING A
RADIUS OF 1,612.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 01°
02'08" WEST;
THENCE WESTERLY ALONG SAID CURVE, ALSO BEING CONCENTRIC TO AND 112.00
FEET SOUTHERLY OF THE CENTER LINE OF STATE HIGHWAY 79 AS SHOWN BY SAID
MAP, THROUGH A CENTRAL ANGLE OF 06' 20' 45", AN ARC LENGTH OF 178.54 FEET TO
THE BEGINNING OF A COMPOUND CURVE CONCAVE NORTHERLY HAVING A RADIUS
OF 158.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 07' 22' 53" WEST;
THENCE WESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 18' 3T
16", AN ARC LENGTH OF 51.35 FEET;
THENCE NORTH 63'59'51 " WEST, 29.92 FEET;
THENCE NORTH 08' 45'19" EAST, 12.56 FEET TO THE TRUE POINT OF BEGINNING.
Page 1 of 2
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' F4700WM0k A9dEawQ9LTWpCW5Lft
' CONTAINING 3,004 SQUARE FEET OR 0.069 ACRES MORE OR LESS.
THIS DESCRIPTION ALSO BEING SHOWN ON THE ATTACHED EXHIBIT "B",
AND THEREBY BEING MADE A PART HEREOF:
PREPARED BY ME OR UNDER MY SUPERVISION:
"KEVIN B. COZAD PROFESSIONAL CIVIL mom
ENGINEER NO. 26159 REGISTRATION epum
EXPIRES 3/31/08
IY1~
Page 2 d 2
Cremed on IOS=711:12 AM
BY:I&W.
'
Cr,D - BY., K OOZAD
F. oMTempCambw
a~sldoc
' EXHIBIT "B - 21'
TEMPORARY CONSTRUCTION EASEMENT
TEMPORARY CONSTRUCTION EASEMENT OVER AND ACROSS A PORTION OF
PARCEL 14 OF PARCEL MAP NO. 30180 AS SHOWN BY MAP ON FILE IN
BOOK 208, PAGES 56 THROUGH 61 INCLUSIVE OF PARCEL MAPS, RECORDS
OF RIVERSIDE COUNTY, CALIFORNIA.
71ca., ,~4r SR 78
P.O.C. b"~ii ° •O ~m
~s 100' C7.
IF .
TRU
'
P. 12
E
O.B. 9 • ~ _ p~_
a d~
12' C3
CORNER CUTBACK PARCEL i
(A=D2'42'25~ ~
1 R=1067.00' , m
t PARCEL MAP 30180 L=5D.41')
1 P.M. 208/56-61
PARCEL 14
`J (1.053 ACRES) ~y1 PARCEL 13
~4~ t tr
TRACT 20319
M.B. 181/54-58
VV111ATEMPORARY CONSTRUCTION EASEMENT airn
INDICATES RECORD DATA PER PM 208/56-61~t
LINE TABLE CURVE TABLE "W""
LINE LENGTH BEARING CURVE DELTA LENG7H RADIUS TANGENT
Li 12.56' S 08'45'19- W G1 18'37'16' 47.45' 146.00' 23.94'
L2 33.65' S F G2 .5'43'09- 159.71' 1600.00' 79.92'
' L3 21.27' 14'18'44* F C3 6'20'45' 178.54' 1612.00' 89-36.
L4 29.92' N ' W C4 18'3716' 51.35' 158.00' 25.90'
L5 12.56' N 08'45'19" E