LLA 2006-452City of L %10, Uinta
Community Mvelopment
78-495 Calle Tampico
La Quinta, California
JAR! 2 6 2006
APPLI
FAX:
1
FINANCC
Revenue Cod
Department
OFFICE USE ONLY
Case No. 1-1 ,A v to - �A52
Date Recvd. t
Fee:-
RelatedApps:')F,;. A �,G =
Logged in by:��yy
LOT LINE ADJUSTMENT applications are reviewed and approved by the Community Development Director
pursuant to Chapter 13.32 of the Subdivision Regulations. The purpose of the review is to allow reconfiguration
of two or more adjoining lots into sizes or shapes appropriate for desired uses and in compliance with Municipal
Code requirements.
Inc.
MAILING ADDRESS 34-200 Bob Hope Drive Phone No. (760) 320-9811
CITY, STATE, Zip Rancho Mirage, Fax No.
*Owner "A" Name: CP Development La Quinta, LLC
Address:77-900 Avenue of the States
Palm Desert, CA 92211 Phone: (760) 776-9900
(City) (State) (Zip)
*Owner "B" Name:
Address:
Phone:
(City) (State) (Zip)
*Owner "C" Name:
Address:
Phone:
(City) (State) (Zip)
*Attach sheet for additional owners
..
Property C:
Assessor's Parcel Number:604-040-045
Street Address (if any): See ey nve
Assessor's Parcel Number:
Street Address (if any). See ey nve
Assessor's Parcel Number:
Street Address (if any):
DESCRIPTION OF ADJUSTMENT REQUESTED•Adjust common lot lines between Parcels 6, 7, & 8 of
Parcel Map No. 31116, PMB 212/60-66, and reduce the number ot parcels to
A-�/
a -
A16:LLA 1-7/16/97 Appvd 2/2000 edi
REASON FOR REQUEST:To facili the
)osed medical center devel
APPLICABILITY
The following criteria must be met to approve a lot line adjustment:
16 The adjustment shall not create a greater number of parcels than originally existed.
The resulting parcels shall conform with City Zoning and Building Codes.
ail The adjustment shall not cause existing uses or improvements of the property to be out of compliance with any
provision of the City Codes.
MINIM IM qUBM1,SqlON ROUIRFMENTS•
❑ Existing grant deeds or title reports for all affected parcels.
❑ An acceptable legal description of each existing parcel and a metes and bounds description of each new parcel
proposed
❑ Closing calculations for each new parcel proposed.
❑ Original, unrecorded Grant Deeds for each new parcel with the following:
❑ State on the Grant Deed when all affected parcels are under one ownership.
GRANT DEED
FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged
Owner A
hereby GRANTS to
Owner A
the real property in the City of La Quinta
County of Riverside State of California, described as
(Property Description)
See Exhibits A and B attached hereto and by reference made a part hereof.
NOTE: This grant deed implements the revised lot configurations pursuant to Line Line Adjustment _ _ as
approved by the City of La Quinte. All property subject to this lot line adjustment is owned by a single
entity, hence ownership conveyance is a nonessential secondary function of this deed. The primary function
of the deed is to provide constructive notice of the revised lot configurations pursuant to Government Code
Section 66412 (d), and to perfect the intent of the Lot Line Adjustment = _ as approved.
❑ State on Grant Deed when affected parcels are under multiple ownership:
GRANT DEED
FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged,
Owner A
hereby GRANTS to
Owner B
the real property In the City of La Quints
County of Riverside State of California, described as
(Property Description)
that portion of land in Lot A which is overlaid by the reconfigured shape of Lot B pursuant to LLA _-
approved by the City of La Quinta. The reconfigured lots are described in Exhibits A and 8 attached hereto and made
a part hereof.
NOTE: This grant deed perfects the intent of Lot Line Adjustment = i as approved by the City of La Quinta.
A16:LLA 1-7/16/97 Appvd 2/2000 cdi
GRANT DEED
FOR A VALUABLE CONSIDERATION, receipt of which Is hereby acknowledged,
Owner B
hereby GRANTS to
Owner A
the real property in the City of La Quints
County of Riverside State of California, described as
(Property Description)
that portion of land in Lot B which is overlaid by the reconfigured shape of Lot A pursuant to LLA
approved by the City of La Quinta. The reconfigured lots are described in Exhibits A and B attached hereto and made
a part hereof.
NOTE: This grant dead perfects the intent of Lot Line Adjustment = _ as approved by the City of La Quinta.
❑ Attached to the Grant Deeds shall be Exhibits A and B, a metes and bounds legal description of the new parcels and
a plat (8%," x 1 I') of the new parcels, respectively (see attached sample Exhibits A and B),
❑ If structures or other improvements exist on the affected parcel(s), provide separate plot plan showing dimensioned,
location in relation to new property lines.
O Filing fee for Lot Line Adjustment. If filing multiple applications, the most expensive application will be charged full
fee, with retraining related applications discounted 50% for each. If the nunber of lots adjusted exceeds two, then a
Public Works Department plan check fee of $50.00 per lot (over two lots) shall be paid in addition to Lot Line
Adjustment fee.
eo$4v4.0643r-r>-:, ..+ ✓ re•o❖•35�6❖•kd• yt ❖?ar4••AS• r++✓i$4❖Pr ✓•?C+> :•G
SIGNATURE OF APPLICANT
NAME OF APPLICANTRobei
SIGNATURE OF PROPERTY OWNER "A"
IF NOT SAME AS APPLICANT:
NAME OF OWNER CP Development La
(Print) BY: By:
SIGNATURE OF PROPERTY OWNER "B"
IF NOT SAME AS APPLICANT:
NAME OF OWNER
U
(Print)
SIGNATURE OF PROPERTY OWNER "C"
IF NOT SAME AS APPLICANT:
NAME OF OWNER
(Print)
rN,
npnant Lnterprises, Inc., its -IV
Richard R. Oliphant, President
DATE
DATE
_ DATE
DATE _
DATE
DATE
(Separate written authority by owner to submit application may be provided)
I hereby certify that all information contained in this application, including all plans and materials required by the City's
application submission requirements, is, to the best of my knowledge, true and correct. FALSE OR MISLEADING
INFORMATION GIVEN IN THIS APPLICATION SHALL BE GROUNDS FOR DENYING APPLICATION. I hereby
grant the City authority to enter onto the property to conduct site inspections and to post required public notices.
A16:LLA 1-7/16/97 Appvd 2/2000 cdi
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�CFM OF
Engineering Plan Check Application and Fee
Lot Line Adjustment
project: Centre.Pointe, La Quinta
Date: January 13, 2006
Development Identification Number: Parcel Map No. 31116, PMB 212/60-66
Map/Plans Submitted for Checking 10
Su=or's Checking Fee $50 x 3 Lots 150.00
CITY ACCOUNT INFORMATION Total Fee: $150.00
101-000-443-318
APPLICANT INFORMATION
rn,%oNDLS RESPONSIBLE FOR PLAN CHECK ADAIOBSTRATIVE Duns: Vobert
O IIJNGFMMTERSON RESPONSIBLE FOR PREPARING PLANS'MAPS:
S. Smith
.M,6 MwIR
MSA Consulting, Inc.
iNIQPFYY HAIR Ci FOY .
34-200 Bob Hope Drive
Rancho Mirage, CA 92270
OR rtw1F m crtT rtwTC m
(760) 320-9811 (760) 320-0977•_
' }ppllttl FA% T{ipNOM Fa[
CRYSTAFF DATE
78-495 Calle Tampico • P.O. Box 1504 • La Ouinta, CA 92253 • (6191 777-7075 • IFax) 771-711p,
CENTRE POINTE DEVELOPMENT
City of La Quinta Community D&O
Item to be Paid - Description
Lot Line Adiustment
1497
Ch*Number 1497
Check Date: Jan 17, 2006
Check Amount: $250.00
Amount Paid
250.00
CllY O} LA QJl„'TA
L" SfD:'SR RECEIPT ;as
Date: ilc7iC6 ni Receipt no; 7599
uescriotiun Quentitq
3� Rt LOT LD,L RDdOST;iTS A,eunt
l.;i 84w.G_ Trans nu�ber:
41155
Lci(IN,t FUMTE DEVELiiP;.:GVT
Tenser detail
CK CStLu 1498 6150. C 1
CN Totall tendered 1497 425J.0
en
ietal Pay;ent 4" a
G4C9. CD
Trans date: 1127/86 Tiae: 14:58112
`n TFC4.i;t YCO FOR YOUR PRYT;EPJT
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RECEIVED P.TER 3 P.;L
N= PUSILD 10 THE KHT DAYIS RCTIVITY
C•` t �f FINANCE
ulnta Revenue Cot
Co11n lnity Development Department
78-495 Calle Tamuic.e,
La Quinta,
JAN 2 6 2006
APPLI
6(%777 12331,;
2006 �L
OFFICE USE ONLY
Case No. 1.LA C W - N52
Date Rwvd_ :L- o i,
Related Apps: -: ^�> A, � S
i7
Logged in by: -Z
OT LINE ADJUSTMENT APPROVAL
LOT LINE ADJUSTMENT applications are reviewed and approved by the Community Development Director
pursuant to Chapter 13.32 of the Subdivision Regulations. The purpose of the review is to allow reconfiguration
of two or more adjoining lots into sizes or shapes appropriate for desired uses and in compliance with Municipal
Code requirements.
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APPLICANT MSA Consulting, Inc.
(Print)
MAILING ADDRESS 34-200 Bob Hope Drive Phone No. (760) 320-9811
CITY, STATE, zip Rancho Mirage,92270 Fax No.
*Owner "A" Name: CP Development La Quinta, LLC
Address:77-900 Avenue of the States
Palm esert, CA 92211 Phone: (760) 776-9900
(City) (State) (zip)
*Owner "B" Name:
Address:
Phone:
(City) (State) (zip)
*Owner "C" Name:
Address:
Phone:
(City) (State)
'Attach sheet for additional owners
PROPERTY DATA
Property A:
Assessor's Parcel Number:604-040-045
Street Address (if any): See ey rive
Property B:
Assessor's Parcel Number: 604-040-051
Street Address (if any): Seeley UrIve
Property C:
Assessor's Parcel Number:
Street Address (if any):
DESCRIPTION OF ADJUSTMENT
Parcel Map No. 31116, PMB 21;
common lot lines between Parcels 6, 7, & 8 of
s✓
A 16:LI,A
1-7116/97 Appvd 2/2000 cdi
All
PLANNING ■ CIVIL ENGINEERING ■ LAND SCRVFYISG
Letter of Transmittal
Date: January 23, 2006 Via: Hand Delivery
Job #: 1612.22
To: Fred Baker Senior Planner
CITY OF LA QUINTA Planning Department
78495 Calle Tampico P.O. Box 1504, 92247
La Quinta, California 92247-1504
From: Tony Maddox
Re: LEA Parcels 6, 7, & 8 of Parcel Map No. 31116 Il77 j� jC 1 D,
Project: Centre Pointe, La Quinta p II
r� IN,u
CC: Lisa D. Carr, Ali Tourkaman, Rick Jacobs rn ruNm ev LOFMENT
-i3EPAR1AiEl�--
0 Urgent ® For Review ❑ Please Comment ❑ As Requested ❑ Other
CITY.
ITEM
1
Complete City of La Quinta Application for Lot Line Adjustment Approval package
1 EA
Original, wetsigned and stamped Exhibit "A" and Exhibit"B"
1
Original, signed and notarized Grant Deed
1 EA
Closure calsc, preliminary title report and partial prints of Parcel Map No. 31116
1 EA
Check #1497 in the amount of $250.00 payable to the Community Development Department, Check #1498
in the amount of $150.00 payable to the Public Works Department.
• Comments: Fred — the above referenced items are for your review. If you have any questions, please feel free to
contact our office. Thank you.
34200 BOB HOPE DRIVE M RANCHO MIRAGE ® CALIFORNIA ® 92270
760.320-9811 ® 760.323-7893 fax ® www.MSACONSULTINGINC.com
All
PLANNING 0 CIVIL ENGINEERING ® LAND SURVEYING
Letter of Transmittal
Date: January 23, 2006 Via: Hand Delivery
Job #: 1612.22
To: Fred Baker Senior Planner
CITY OF LA QUINTA Planning Department
78-495 Calle Tampico P.O. Box 1504, 92247
La Quinta, California 92247-1504
From: Tony Maddox
Re: LLA Parcels 6, 7, & 8 of Parcel Map No. 31116
Project: Centre Pointe, La Quinta
CC: Lisa D. Carr, Ali Tourkaman, Rick Jacobs
❑ Urgent ® For Review ❑ Please Comment ❑ As Requested ❑ Other _
QTY.
ITEM
1
Complete City of La Quinta Application for Lot Line Adjustment Approval package
1 EA
Original, wetsigned and stamped Exhibit "A" and Exhibit "B"
1
Original, signed and notarized Grant Deed
1 EA
Closure calsc, preliminary title report and partial prints of Parcel Map No. 31116
1 EA
Check #1497 in the amount of $250.00 payable to the Community Development Department, Check #1498
in the amount of $150.00 payable to the Public Works Department.
• Comments: Fred — the above referenced items are for your review. If you have any questions, please feel free to
contact our office. Thank you.
34200 BOB HOPE DRIVE 0 RANCHO MIRAGE 13 CALIFORNIA 0 92270
760.320-9811 111 760.323-7893 fax 0 www.MSACONSULTINGINC.COM
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-Order No.
Escrow No.
Loan No.
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i r) ,-rJ t +l p ri m s to its ulr,r�
ul ecl ter n
WHEN RECORDED MAIL TO:
RICHARD R. OLIPHANT
CENTRE POINTE DEVELOPMENT, LLC
77-900 AVENUE OF THE STATES
PALM DESERT. CA 92211
E
DOCUMENTARY TRANSFER TAX $ .... ........ ......... ........_..... ,............
.....Computed on the consideration or value of property conveyed, OR
_...Computed on the consideration or value less liens or encumbrances
remaining at time of sale
apn- 1D04 040 012 cf
t2Ct 020 Ott
COPY of Document Recorded
oAPR 1 9 9M;as No. 0280726
has not been, compared with
original
LARRY W. WARD
County Recorder
RIVERSIDE COUNTY CALIFORNIA
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EXM:
Signature of Declarant or Agent determining tax - Firm Name
GRANT DEED
FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged,
CP DEVELOPMENT LA QUINTA, LLC, A California Limited Liability Company
hereby GRANT(s) to
CP DEVELOPMENT LA QUINTA, LLC, A California Limited Liability Company
the real property in the City of La Quinta
County of Riverside , State of California, described as
See Exhibits A and B attached hereto and by reference made a part hereof
NOTE: This grant deed implements the revised lot configuration to Lot Line Adjusment 20il 02 as approved by the City of La Quinta.
All property subject to this lot line adjustment is owned by a single entity, hence ownership conveyance is a nonessential secondary
function of this deed. The primary function of this deed is to provide constructive notice of the revised lot configurations pursuant to
GOVermnent Code Section 66412 (d), and to perfect the intent of the Lot Line Adjustment 52 as approved.
Dated I - It-, �{!'
STATE OF CALIFOFjNIA JJ )
COUNTY OF Kkit lrrACtZ }ss.
OnI IL! • 'c-CLi( ` before me,
C. 0411I, City
1 dl LLpt,t 4 l IiC.
personally appeared. .J L
'16 al (A 'e-i
personally known to me (er••proved-lo-•ma•ort-the-basis-N—•aeNsfnelory
-evidence) ID be the person(sy whose namefs) is/are subscribed to the within
instrument and acknowledged to me that he/ehNipay executed the same
in his/herHheir authorized capacity(we), and that by his/hsatheir signa-
ture* on the instrument the person(q or the entity upon behalf of which
the personM acted, executed the instrument.
WITNESS my hand `,�{[,�1.'{rciiaaljseal
.
Signature \ .-7 �,/ t (iU�trW'
MAIL TAX STATEMENTS TO:
CP Development La Quinta LLC A California Limited
Liability Company
BY: Oliphant Enterprises, Inc., A California
Corporation, Its Mania ' g partner
BY: 12
Richard R. Oliphant, sident
(This area for official notarial seal)
iii�l American fitle Company has recorded
this r,stnmtent by request as an accom-
modation only and has not examined it for
rerulanty and sufficiency of as to its effect
upon the title to any real property that may
he oescribLd herein„
EXHIBIT "A"
LOT LINE ADJUSTMENT NO. 2006-452
EXISTING LEGAL DESCRIPTION:
IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF
CALIFORNIA, PARCELS 6,7 AND 8 OF PARCEL MAP NO. 31116, AS
SHOWN BY MAP ON FILE IN BOOK 212, AT PAGES 60 THROUGH 66,
INCLUSIVE, OF PARCEL MAPS, RIVERSIDE COUNTY RECORDS, BEING IN
THE SOUTH HALF OF SECTION 19, TOWNSHIP 5 SOUTH, RANGE 7 EAST,
S.B.M.
APPROVED BY COMMUNITY DEVELOPMENT
'I IDE_PIARTMENT
of . C�,1i rrA _ DATE 41`�
EXHIBIT 1 Po
CASE NO. �4Lyo (aGjl 2006-A462-:
EXHIBIT "A"
LOT LINE ADJUSTMENT NO. 2006452
PARCEL "A":
IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF
CALIFORNIA, PARCEL 6 TOGETHER WITH THAT PORTION OF PARCEL 7
OF PARCEL MAP NO. 31116, AS SHOWN BY MAP ON FILE IN BOOK 212,
AT PAGES 60 THROUGH 66, INCLUSIVE, OF PARCEL MAPS, RIVERSIDE
COUNTY RECORDS, BEING IN THE SOUTH HALF OF SECTION 19,
TOWNSHIP 5 SOUTH, RANGE 7 EAST, S.B.M., MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
BEGINNING AT THE MOST EASTERLY CORNER OF SAID PARCEL 7;
THENCE ALONG THE SOUTHEASTERLY, SOUTHWESTERLY AND
NORTHWESTERLY BOUNDARY LINES OF SAID PARCEL 7 THROUGH THE
FOLLOWING FIVE (5) COURSES:
(1) SOUTH 43°56'44" WEST, A DISTANCE OF 357.95 FEET TO THE
BEGINNING OF A NON -TANGENT CURVE, CONCAVE SOUTHWESTERLY,
HAVING A RADIUS OF 4,565.17 FEET, A RADIAL LINE PASSING THROUGH
SAID POINT BEARS NORTH 42059'27" EAST;
(2) THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE,
THROUGH A CENTRAL ANGLE OF 02057'46", AN ARC DISTANCE OF
236.07 FEET TO A POINT, A RADIAL LINE PASSING THROUGH SAID
POINT BEARS NORTH 40°01'41" EAST;
(3) THENCE NON -TANGENT TO SAID CURVE SOUTH 00-17-35" EAST, A
DISTANCE OF 11.03 FEET TO THE BEGINNING OF A NON -TANGENT
CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 2,500.00
FEET, A RADIAL LINE PASSING THROUGH SAID POINT BEARS NORTH
36°57'27" EAST;
(4) THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE,
THROUGH A CENTRAL ANGLE OF 05°43'47"; AN ARC DISTANCE OF
250.01 FEET TO A POINT, A RADIAL LINE PASSING THROUGH SAID
POINT BEARS NORTH 31°13'40" EAST;
(5) THENCE NON -TANGENT TO SAID CURVE NORTH 28°29'24" EAST, A
DISTANCE OF 153.02 FEET TO AN ANGLE POINT IN THE SOUTH-
EASTERLY BOUNDARY LINE OF SAID PARCEL 6 OF PARCEL MAP NO.
31116;
THENCE LEAVING THE BOUNDARY LINES OF SAID PARCEL 7 AND
Page 1 of 3
ALONG THE SOUTHWESTERLY, WESTERLY, NORTHERLY AND
EASTERLY LINES OF SAID PARCEL 6 THROUGH THE FOLLOWING
FIFTEEN (15) COURSES:
(1) THENCE NORTH 61030'36" WEST, A DISTANCE OF 150.00 FEET;
(2) THENCE SOUTH 28029'24" WEST A DISTANCE OF 150.35 FEET TO THE
BEGINNING OF A NON -TANGENT CURVE, CONCAVE SOUTHWESTERLY,
HAVING A RADIUS OF 2,500.00 FEET, A RADIAL LINE PASSING THROUGH
SAID POINT BEARS NORTH 27047'20" EAST;
(3) THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE,
THROUGH A CENTRAL ANGLE OF 09043'18", AN ARC DISTANCE OF
424.19 FEET TO THE BEGINNING OF A NON -TANGENT CURVE, CONCAVE
WESTERLY, HAVING A RADIUS OF 2,095.00 FEET, A RADIAL LINE
PASSING THROUGH SAID POINT BEARS NORTH 75°25'34" EAST;
(4) THENCE NORTHERLY ALONG THE ARC OF LAST SAID CURVE,
THROUGH A CENTRAL ANGLE OF 02-56-54", AN ARC DISTANCE OF
107,80 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE
EASTERLY, HAVING A RADIUS OF 18.00 FEET, A RADIAL LINE PASSING
THROUGH SAID POINT BEARS SOUTH 72028'40" WEST;
(5) THENCE NORTHERLY ALONG THE ARC OF LAST SAID CURVE,
THROUGH A CENTRAL ANGLE OF 27042'25", AN ARC DISTANCE OF 8.70
FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY,
HAVING A RADIUS OF 82.00 FEET, A RADIAL LINE PASSING THROUGH
SAID POINT BEARS SOUTH 79048'55" EAST;
(6) THENCE NORTHERLY ALONG THE ARC OF LAST SAID CURVE,
THROUGH A CENTRAL ANGLE OF 29°01'21", AN ARC DISTANCE OF 41,54
FEET TO THE BEGINNING OF A COMPOUND CURVE, CONCAVE
WESTERLY, HAVING A RADIUS OF 2,107.00 FEET, A RADIAL LINE
PASSING THROUGH SAID POINT BEARS NORTH 71°09'44" EAST;
(7) THENCE NORTHERLY ALONG THE ARC OF LAST SAID CURVE,
THROUGH A CENTRAL ANGLE OF 03016'31", AN ARC DISTANCE OF
120.45 FEET;
(8) THENCE NON -TANGENT TO LAST SAID CURVE NORTH 22-46-41"
EAST, A DISTANCE OF 5.77 FEET;
(9) THENCE NORTH 67°06'56" EAST, A DISTANCE OF 52.05 FEET TO THE
BEGINNING OF A TANGENT CURVE, CONCAVE NORTHWESTERLY,
HAVING A RADIUS OF 540.00 FEET;
Page 2 of 3
(10) THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE,
THROUGH A CENTRAL ANGLE OF 15°52'03", AN ARC DISTANCE OF
149.55 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE
SOUTHEASTERLY, HAVING A RADIUS OF 810.00 FEET, A RADIAL LINE
PASSING THROUGH SAID POINT BEARS NORTH 38045'07" WEST;
(11) THENCE NORTHEASTERLY ALONG THE ARC OF LAST SAID CURVE,
THROUGH A CENTRAL ANGLE OF 31-10-05", AN ARC DISTANCE OF
440.63 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE
NORTHERLY, HAVING A RADIUS OF 840.00 FEET, A RADIAL LINE
PASSING THROUGH SAID POINT BEARS SOUTH 07035'02" EAST;
(12) THENCE EASTERLY ALONG THE ARC OF LAST SAID CURVE,
THROUGH A CENTRAL ANGLE OF 13°34'42", AN ARC DISTANCE OF
199.07 FEET;
(13) THENCE NON -TANGENT TO LAST SAID CURVE SOUTH 16°39'14"
EAST, A DISTANCE OF 55.87 FEET TO THE BEGINNING OF A TANGENT
CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 250.00 FEET;
(14) THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, THROUGH
A CENTRAL ANGLE OF 20-41-22", AN ARC DISTANCE OF 90.27 FEET;
(15) THENCE TANGENT TO SAID CURVE SOUTH 04°02'08" WEST A
DISTANCE OF 333.46 FEET TO THE NORTHWESTERLY PROLONGATION
OF THE NORTHEASTERLY LINE OF SAID PARCEL 7;
THENCE LEAVING SAID BOUNDARY LINES OF PARCEL 6 AND ALONG
SAID PROLONGATION AND SAID NORTHEASTERLY LINE OF PARCEL 7
SOUTH 50010'13" EAST, A DISTANCE OF 592.88 FEET TO THE POINT OF
BEGINNING.
SUBJECT TO EXISTING EASEMENTS, COVENANTS,
RIGHTS AND RIGHTS -OF -WAY OF RECORD.
CONTAINING 588,702 SQUARE FEET
OR 13.515 ACRES, MORE OR LESS.
APPROVED BY COMMUNITY DEVELOPMENT DEPARTMENT
BY && /.,M DATE 4f 14tC>6
EXHIBIT A
CASE NO, JEh 1-1612 rri i 7 pp/ j4xs
Page 3 of 3
EXHIBIT "A"
LOT LINE ADJUSTMENT NO. 2006-452
PARCEL "B":
IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF
CALIFORNIA, PARCEL 8 TOGETHER WITH THAT PORTION OF PARCEL 7
OF PARCEL MAP NO. 31116, AS SHOWN BY MAP ON FILE IN BOOK 212,
AT PAGES 60 THROUGH 66, INCLUSIVE, OF PARCEL MAPS, RIVERSIDE
COUNTY RECORDS, BEING IN THE SOUTH HALF OF SECTION 19,
TOWNSHIP 5 SOUTH, RANGE 7 EAST, S.B.M., MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
BEGINNING AT THE MOST SOUTHERLY CORNER OF SAID PARCEL 8;
THENCE ALONG THE SOUTHEASTERLY, EASTERLY AND NORTHERLY
BOUNDARY LINES OF SAID PARCEL 8 THROUGH THE FOLLOWING FIVE
(5) COURSES:
(1) NORTH 43056'44" EAST, A DISTANCE OF 152.65 FEET;
(2) THENCE NORTH 00°12'13" WEST, A DISTANCE OF 790.73 FEET;
(3) THENCE SOUTH 89°4747" WEST, A DISTANCE OF 239,56 FEET TO
THE BEGINNING OF A TANGENT CURVE, CONCAVE NORTHEASTERLY,
HAVING A RADIUS OF 80.00 FEET;
(4) THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE,
THROUGH A CENTRAL ANGLE OF 45°27'41", AN ARC DISTANCE OF 63.48
FEET;
(5) THENCE TANGENT TO SAID CURVE NORTH 44044'32" WEST, A
DISTANCE OF 91.61 FEET TO THE BEGINNING OF A NON -TANGENT
CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 440.00
FEET, A RADIAL LINE PASSING THROUGH SAID POINT BEARS SOUTH
49°06'37" EAST;
THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE AND
CONTINUING ALONG SAID NORTHERLY LINE OF PARCEL 8 AND ALONG
THE NORTHERLY LINE OF SAID PARCEL 7, THROUGH A CENTRAL
ANGLE OF 23054'45", AN ARC DISTANCE OF 183.63 FEET TO THE
BEGINNING OF A COMPOUND CURVE, CONCAVE NORTHWESTERLY,
HAVING A RADIUS OF 840.00 FEET, A RADIAL LINE PASSING THROUGH
SAID POINT BEARS SOUTH 25-11-52" EAST; .
THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE AND
CONTINUING ALONG SAID NORTHERLY LINE OF PARCEL 7, THROUGH A
Page I of 2
0 1 0
CENTRAL ANGLE OF 04-02-08", AN ARC DISTANCE OF 59.16 FEET TO
THE MOST NORTHERLY NORTHWEST CORNER OF SAID PARCEL 7;
THENCE ALONG THE WESTERLY LINES OF SAID PARCEL 7 THROUGH
THE FOLLOWING THREE (3) COURSES:
(1) SOUTH 16039'14" EAST AND NON -TANGENT TO LAST SAID CURVE, A
DISTANCE OF 55.87 FEET TO THE BEGINNING OF A TANGENT CURVE,
CONCAVE WESTERLY, HAVING A RADIUS OF 250.00 FEET;
(2) THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, THROUGH A
CENTRAL ANGLE OF 20°41'22", AN ARC DISTANCE OF 90.27 FEET;
(3) THENCE TANGENT TO SAID CURVE SOUTH 04002'08" WEST, A
DISTANCE OF 333.46 FEET TO THE NORTHWESTERLY PROLONGATION
OF THE SOUTHWESTERLY LINE OF SAID PARCEL 8;
THENCE LEAVING SAID WESTERLY LINES OF PARCEL 7 AND ALONG
SAID PROLONGATION AND SAID SOUTHWESTERLY LINE OF PARCEL 8,
SOUTH 50010'13" EAST, A DISTANCE OF 592.88 FEET TO THE POINT OF
BEGINNING.
SUBJECT TO EXISTING EASEMENTS, COVENANTS,
RIGHTS AND RIGHTS -OF -WAY OF RECORD.
CONTAINING 411,680 SQUARE FEET
OR 9.451 ACRES, MORE OR LESS.
APPROVED BY COMMUNITY DEVELOPMENT DEPARTMENT
B1' f� 15 �8 EA DATE 4{ CD
EXHIBIT A
CASE 1y0. L� L ma, alc Zcc)( -q,jZ
Page 2 of 2
/ONp,L LA&/
46 2~' oNY D. ,ygOC
a :7Ie 'N p
CITY OF LA QUINTA - CERTIFICATE OF LOT LINE ADJUSTMENT
EXHIBIT •B-1• LOT LINE ADJUSTMENT NO. 2006-452
SEE SHEET 2 FOR MILES AVENUE
ANNOTATION TABLES
—
AND NOTES PL LAA
RI �aoHY 0.
_ °oo PARCEL 3
�c2 L8 C'/
R2
\ E . 09/30/O6
/ e0
DETAIL •A• OF c�yFd'`� o � PL^pG3C[�d V
ROVED W6OMMKHEVEL0P?.VENT DEPARTMENT R13
DP.TE H" i+`J6 PARCEL 2 R11 "s
f� 6
[BIT 6-
PARCEL 9
7
2
ft
ACCESS
R9 A
Q v\Igo
' qP
20' PEDESTRIAN/ Q° Lo
LANDSCAPE ESMT. 4
DEDICATED HEREON Q
'6 PARCEL'A'
13.515 AC.
PARCEL 6
SEE DETAIL •A•
AT UPPER LEFT
L
C/L 70'
ACCESS
i-C/L 77'
ACCESS
I —LOT LINE 70 BE
-DELETED
PARCEL •B•
I 9.451 AC.
PARCEL 8
rINEW ADJUSTED
LOT LINE
J' SQ J
LOT LINE TO BE
DELETED
14 SCALE: 1 " = 200' NE'LY LINE O�
OR 64/54694 ?
IDMSA CONSULTING, INC. LEGEND
PnzMADiIBRO. SMITH &..45SOCIATES, INC. EXISTING LOT LINE TO BE DELETED —
uW • lry ENoeMMO ■ LAND Sosv ym I EXISTING LOT LINE TO REMAIN
34200 BOB Hove Dam ■ RANCHo MIXAoE • CA 92270 NEW ADJUSTED LOT LINE
TaLRPHONE (760) 320-98U ■ Pax (760) 323-7993 RESTRICTED ACCESS
SHEET 1 OF 2 J.N. 1612 PER PMB 212/60-66
3
0 4
CITY OF LA QUINTA - CERTIFICATE OF LOT LINE
EXHIBIT °B-2° T I nT I We . A ..
NOTES
THERE ARE EASEMENTS AND PROHIBITED ACCESS TO SEELEY DRIVE OF RECORD DELINEATED AND
REFERENCED ON THE UNDERLYING MAPS OR THERE MAY BE OTHER RECORDED EASEMENTS WITHIN
THE AREA BEING ADJUSTED THAT ARE NOT SHOWN ON THIS DOCUMENT THAT COULD ENCUMBER SAID
PARCELS HEREIN.
AS A CONDITION TO APPROVAL OF THIS LOT LINE ADJUSTMENT, ANY RELOCATION OF ACCESP RESTRICTSS POINTS
IONS
AND ACCESS EASEMENTS TO SEELEY DRIVE FROM PARCELS "A" AND "B" AND ACCESS
SHALL BE IN CONFORMANCE WITH THE CONDITIONS OF APPROVAL FOR SPECIFIC PLANTOOT IONS AMENDMENT #2.
�0
EXp. 09/30/06 S
Y'
\OP CW 1F�'oo
ON 3SV0
T-S, y 118IHX3
<1 a(o 31V0 Afl
IN3VUFVd3O 1NJb.-;413A30 A.UNf1WN100 AB 03AOEIddV
LEGEND
EXISTING LOT LINE TO BE DELETED —
EXISTING LOT LINE TO REMAIN
NEW ADJUSTED LOT LINE
RESTRICTED ACCESS
PER PMB 212/60-66
MSA CONSULTING, INC.
MAINIBRO, SMITH & ASSOCIATES, INc
PLANNrNo ■ Crvm EroDmEn o ■ Lu SO "v No
34200 BOB HOPE DRrvE ■ RANCHO MEUOE 0 CA 92270
ID TELEPHONE (760) 320-98U . FAx (760) 323-7893
.%I. 6 2 SHEET 2 OF 2
P.O. Box 1504
LA QU[NTA, CALIFORNIA 92247-1504
78-495 CALLF TAMPICO (760) 7 7 7 - 7 0 0 0
LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7101
April 4, 2006
Mr. Robert Smith
MSA Consulting
34-200 Bob Hope Drive
Rancho Mirage, CA 92270
Subject: Lot Line Adjustment 2006-452 for CP Development La Ouinta,
LLC
Dear Mr. Smith,
The Community Development Department has approved your request for a
lot line adjustment on Seeley Drive in the Centre Pointe development.
Enclosed is the approved original Grant Deed (prepared by you) and exhibits
for this adjustment. All of the original approved documents are to be
recorded with the County Recorder with a recorded copy given to us for our
files. Until the recorded copy is received, our Lot Line Adjustment file is not
complete.
Should you have any questions, please contact me at 760 777-7064.
VERY TRULY YOURS,
�1w�.1.�GUnl7n,
STAN SAWA
Principal Planner
Encl.
Brian Ching, Public Works Department
Richard Oliphant, Centre Pointe Development, LLC
P:\stankentre pointella 2006-452 Itr app.doc
Order No.
Escrow No.
Loan No.
WHEN RECORDED MAIL TO:
RICHARD R. OLIPHANT
CENTRE POINTE DEVELOPMENT, LLC
77-900 AVENUE OF THE STATES
PALM DESERT. CA 92211
DOCUMENTARY TRANSFER TAX $ ................................... SPACE ABOVE THIS LINE FOR RECORDER'S USE
... -Computed on the consideration or value of property conveyed: OR
.....Computed on the consideration or value less liens or encumbrances
remaining at time of sale. Signature of Declarant or Agent determining tax - Firm Name
GRANT DEED
FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged,
CP DEVELOPMENT LA QUINTA, LLC, A California Limited Liability Company
hereby GRANT(s) to
CP DEVELOPMENT LA QUINTA, LLC, A California Limited Liability Company
the real property in the City of La Quinta
County of Riverside , State of California, described as
See Exhibits A and B attached hereto and by reference made a part hereof
NOTE: This grant deed implements the revised lot configuration to Lot Line Adjusment as approved by the City of La Quinta.
All property subject to this lot line adjustment is owned by a single entity, hence ownership conveyance is a nonessential secondary
function of this deed. The primary function of this deed is to provide constructive notice of the revised lot configurations pursuant to
Govermnent Code Section 66412 (d), and to perfect the intent of the Lot Line Adjustment as approved.
Dated i " 10 - ZOUP
STATE OF CALIFO NIA
COUNTY OF ff�'f�niVr�)ri,W1 ,v }ss.
On before me,
G A.Yt Uw' t ti r3t-utta �ItC;
per onally appeared:
1�►t�larcl
personally known to me
-evidence) to be the person (M whose names) is/are subscribed to the within
instrument and acknowledged to me that helshelthey executed the same
in his/hOAhek authorized capacity(w), and that by his/heWpair signa-
ture(e) on the instrument the persons) or the entity upon behalf of which
the person(r) acted, executed the instrument.
WITNESS my hand vial seal, t _
Signature
MAIL TAX STATEMENTS TO:
CP Development La Quinta LLC, A California Limited
Liability Company
BY: Oliphant Enterprises, Inc., A California
Corporation, Its Mana ' g artner
BY: I
,u
Richard R. Oliphant, P sident
(This area for official notarial seal)
EXHIBIT "A"
LOT LINE ADJUSTMENT NO. 2006-452
EXISTING LEGAL DESCRIPTION:
IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF
CALIFORNIA, PARCELS 6,7 AND 8 OF PARCEL MAP NO. 31116, AS
SHOWN BY MAP ON FILE IN BOOK 212, AT PAGES 60 THROUGH 66,
INCLUSIVE, OF PARCEL MAPS, RIVERSIDE COUNTY RECORDS, BEING IN
THE SOUTH HALF OF SECTION 19, TOWNSHIP 5 SOUTH, RANGE 7 EAST,
S.B.M.
APPROVED BY COMMUNITY DEVELOPMENT D� EPARTMENT
B nnn `f DATE ` �
—
EXHIBIT ft
CASE NO. L-�LANG (2J 2��6-
EXHIBIT "A"
LOT LINE ADJUSTMENT NO. 2006-462
PARCEL "A":
IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF
CALIFORNIA, PARCEL 6 TOGETHER WITH THAT PORTION OF PARCEL 7
OF PARCEL MAP NO. 31116, AS SHOWN BY MAP ON FILE IN BOOK 212,
AT PAGES 60 THROUGH 66, INCLUSIVE, OF PARCEL MAPS, RIVERSIDE
COUNTY RECORDS, BEING IN THE SOUTH HALF OF SECTION 19,
TOWNSHIP 5 SOUTH, RANGE 7 EAST, S.B.M., MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
BEGINNING AT THE MOST EASTERLY CORNER OF SAID PARCEL 7;
THENCE ALONG THE SOUTHEASTERLY, SOUTHWESTERLY AND
NORTHWESTERLY BOUNDARY LINES OF SAID PARCEL 7 THROUGH THE
FOLLOWING FIVE (5) COURSES:
(1) SOUTH 43-56-44" WEST, A DISTANCE OF 357.95 FEET TO THE
BEGINNING OF A NON -TANGENT CURVE, CONCAVE SOUTHWESTERLY,
HAVING A RADIUS OF 4,565.17 FEET, A RADIAL LINE PASSING THROUGH
SAID POINT BEARS NORTH 42059'27" EAST;
(2) THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE,
THROUGH A CENTRAL ANGLE OF 02057'46", AN ARC DISTANCE OF
236.07 FEET TO A POINT, A RADIAL LINE PASSING THROUGH SAID
POINT BEARS NORTH 40°01'41" EAST;
(3) THENCE NON -TANGENT TO SAID CURVE SOUTH 00°17'35" EAST, A
DISTANCE OF 11.03 FEET TO THE BEGINNING OF A NON -TANGENT
CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 2,500.00
FEET, A RADIAL LINE PASSING THROUGH SAID POINT BEARS NORTH
36057'27" EAST;
(4) THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE,
THROUGH A CENTRAL ANGLE OF 05043'47", AN ARC DISTANCE OF
250.01 FEET TO A POINT, A RADIAL LINE PASSING THROUGH SAID
POINT BEARS NORTH 31°13'40" EAST;
(5) THENCE NON -TANGENT TO SAID CURVE NORTH 28-29-24" EAST, A
DISTANCE OF 153.02 FEET TO AN ANGLE POINT IN THE SOUTH-
EASTERLY BOUNDARY LINE OF SAID PARCEL 6 OF PARCEL MAP NO.
31116;
THENCE LEAVING THE BOUNDARY LINES OF SAID PARCEL 7 AND
Page 1 of 3
E
0
ALONG THE SOUTHWESTERLY, WESTERLY, NORTHERLY AND
EASTERLY LINES OF SAID PARCEL 6 THROUGH THE FOLLOWING
FIFTEEN (15) COURSES:
(1) THENCE NORTH 61°30'36" WEST, A DISTANCE OF 150.00 FEET;
(2) THENCE SOUTH 28°29'24" WEST A DISTANCE OF 150.35 FEET TO THE
BEGINNING OF A NON -TANGENT CURVE, CONCAVE SOUTHWESTERLY,
HAVING A RADIUS OF 2,500.00 FEET, A RADIAL LINE PASSING THROUGH
SAID POINT BEARS NORTH 27047'20" EAST;
(3) THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE,
THROUGH A CENTRAL ANGLE OF 09043'18", AN ARC DISTANCE OF
424.19 FEET TO THE BEGINNING OF A NON -TANGENT CURVE, CONCAVE
WESTERLY, HAVING A RADIUS OF 2,095.00 FEET, A RADIAL LINE
PASSING THROUGH SAID POINT BEARS NORTH 75025'34" EAST;
(4) THENCE NORTHERLY ALONG THE ARC OF LAST SAID CURVE,
THROUGH A CENTRAL ANGLE OF 02056'54", AN ARC DISTANCE OF
107.80 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE
EASTERLY, HAVING A RADIUS OF 18.00 FEET, A RADIAL LINE PASSING
THROUGH SAID POINT BEARS SOUTH 72028'40" WEST;
(5) THENCE NORTHERLY ALONG THE ARC OF LAST SAID CURVE,
THROUGH A CENTRAL ANGLE OF 27042'25", AN ARC DISTANCE OF 8.70
FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY,
HAVING A RADIUS OF 82.00 FEET, A RADIAL LINE PASSING THROUGH
SAID POINT BEARS SOUTH 79048'55" EAST;
(6) THENCE NORTHERLY ALONG THE ARC OF LAST SAID CURVE,
THROUGH A CENTRAL ANGLE OF 29001'21", AN ARC DISTANCE OF 41.54
FEET TO THE BEGINNING OF A COMPOUND CURVE, CONCAVE
WESTERLY, HAVING A RADIUS OF 2,107.00 FEET, A RADIAL LINE
PASSING THROUGH SAID POINT BEARS NORTH 71009'44" EAST;
(7) THENCE NORTHERLY ALONG THE ARC OF LAST SAID CURVE,
THROUGH A CENTRAL ANGLE OF 03016'31", AN ARC DISTANCE OF
120.45 FEET;
(8) THENCE NON -TANGENT TO LAST SAID CURVE NORTH 22°46'41"
EAST, A DISTANCE OF 5.77 FEET;
(9) THENCE NORTH 67°06'56" EAST, A DISTANCE OF 52.05 FEET TO THE
BEGINNING OF A TANGENT CURVE, CONCAVE NORTHWESTERLY,
HAVING A RADIUS OF 540.00 FEET;
Page 2 of 3
(10) THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE,
THROUGH A CENTRAL ANGLE OF 15052'03", AN ARC DISTANCE OF
149.55 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE
SOUTHEASTERLY, HAVING A RADIUS OF 810.00 FEET, A RADIAL LINE
PASSING THROUGH SAID POINT BEARS NORTH 38045'07" WEST;
(11) THENCE NORTHEASTERLY ALONG THE ARC OF LAST SAID CURVE,
THROUGH A CENTRAL ANGLE OF 31-10-05", AN ARC DISTANCE OF
440.63 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE
NORTHERLY, HAVING A RADIUS OF 840.00 FEET, A RADIAL LINE
PASSING THROUGH SAID POINT BEARS SOUTH 07035'02" EAST;
(12) THENCE EASTERLY ALONG THE ARC OF LAST SAID CURVE,
THROUGH A CENTRAL ANGLE OF 13°34'42", AN ARC DISTANCE OF
199.07 FEET;
(13) THENCE NON -TANGENT TO LAST SAID CURVE SOUTH 16°39'14"
EAST, A DISTANCE OF 55.87 FEET TO THE BEGINNING OF A TANGENT
CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 250.00 FEET;
(14) THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, THROUGH
A CENTRAL ANGLE OF 20-41-22", AN ARC DISTANCE OF 90.27 FEET;
(15) THENCE TANGENT TO SAID CURVE SOUTH 04-02-08" WEST A
DISTANCE OF 333.46 FEET TO THE NORTHWESTERLY PROLONGATION
OF THE NORTHEASTERLY LINE OF SAID PARCEL 7;
THENCE LEAVING SAID BOUNDARY LINES OF PARCEL 6 AND ALONG
SAID PROLONGATION AND SAID NORTHEASTERLY LINE OF PARCEL 7
SOUTH 50°10'13" EAST, A DISTANCE OF 592.88 FEET TO THE POINT OF
BEGINNING.
SUBJECT TO EXISTING EASEMENTS, COVENANTS,
RIGHTS AND RIGHTS -OF -WAY OF RECORD.
CONTAINING 588,702 SQUARE FEET
OR 13.515 ACRES, MORE OR LESS.
APPROVED BY COMMUNITY DEVELOPMENT DEPARTMENT
BY 11F 1 '-5_dW DATE 1 oG
EXHIBIT H
CASE No. L,6b (-4 V, aly ZoD/. - 45Z.
Page 3 of 3
0
EXHIBIT "A"
LOT LINE ADJUSTMENT NO. 2006-452
PARCEL " B":
IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF
CALIFORNIA, PARCEL 8 TOGETHER WITH THAT PORTION OF PARCEL 7
OF PARCEL MAP NO. 31116, AS SHOWN BY MAP ON FILE IN BOOK 212,
AT PAGES 60 THROUGH 66, INCLUSIVE, OF PARCEL MAPS, RIVERSIDE
COUNTY RECORDS, BEING IN THE SOUTH HALF OF SECTION 19,
TOWNSHIP 5 SOUTH, RANGE 7 EAST, S.B.M., MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
BEGINNING AT THE MOST SOUTHERLY CORNER OF SAID PARCEL 8;
THENCE ALONG THE SOUTHEASTERLY, EASTERLY AND NORTHERLY
BOUNDARY LINES OF SAID PARCEL 8 THROUGH THE FOLLOWING FIVE
(5) COURSES:
(1) NORTH 43°56'44" EAST, A DISTANCE OF 152.65 FEET;
(2) THENCE NORTH 00-12-13" WEST, A DISTANCE OF 790.73 FEET;
(3) THENCE SOUTH 89°47'47" WEST, A DISTANCE OF 239.56 FEET TO
THE BEGINNING OF A TANGENT CURVE, CONCAVE NORTHEASTERLY,
HAVING A RADIUS OF 80.00 FEET;
(4) THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE,
THROUGH A CENTRAL ANGLE OF 45027'41", AN ARC DISTANCE OF 63.48
FEET;
(5) THENCE TANGENT TO SAID CURVE NORTH 44°44'32" WEST, A
DISTANCE OF 91.61 FEET TO THE BEGINNING OF A NON -TANGENT
CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 440.00
FEET, A RADIAL LINE PASSING THROUGH SAID POINT BEARS SOUTH
49°06'37" EAST;
THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE AND
CONTINUING ALONG SAID NORTHERLY LINE OF PARCEL 8 AND ALONG
THE NORTHERLY LINE OF SAID PARCEL 7, THROUGH A CENTRAL
ANGLE OF 23054'45", AN ARC DISTANCE OF 183.63 FEET TO THE
BEGINNING OF A COMPOUND CURVE, CONCAVE NORTHWESTERLY,
HAVING A RADIUS OF 840.00 FEET, A RADIAL LINE PASSING THROUGH
SAID POINT BEARS SOUTH 25011'52" EAST;
THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE AND
CONTINUING ALONG SAID NORTHERLY LINE OF PARCEL 7, THROUGH A
Page 1 of 2
CENTRAL ANGLE OF 04°02'08", AN ARC DISTANCE OF 59.16 FEET TO
THE MOST NORTHERLY NORTHWEST CORNER OF SAID PARCEL 7;
THENCE ALONG THE WESTERLY LINES OF SAID PARCEL 7 THROUGH
THE FOLLOWING THREE (3) COURSES:
(1) SOUTH 16°39'14" EAST AND NON -TANGENT TO LAST SAID CURVE, A
DISTANCE OF 55.87 FEET TO THE BEGINNING OF A TANGENT CURVE,
CONCAVE WESTERLY, HAVING A RADIUS OF 250.00 FEET;
(2) THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, THROUGH A
CENTRAL ANGLE OF 20-41-22", AN ARC DISTANCE OF 90.27 FEET;
(3) THENCE TANGENT TO SAID CURVE SOUTH 04°02'08" WEST, A
DISTANCE OF 333.46 FEET TO THE NORTHWESTERLY PROLONGATION
OF THE SOUTHWESTERLY LINE OF SAID PARCEL 8;
THENCE LEAVING SAID WESTERLY LINES OF PARCEL 7 AND ALONG
SAID PROLONGATION AND SAID SOUTHWESTERLY LINE OF PARCEL 8,
SOUTH 50010'13" EAST, A DISTANCE OF 592.88 FEET TO THE POINT OF
BEGINNING.
SUBJECT TO EXISTING EASEMENTS, COVENANTS,
RIGHTS AND RIGHTS -OF -WAY OF RECORD.
CONTAINING 411,680 SQUARE FEET �P� LANp
OR 9.451 ACRES, MORE OR LESS. crin
�F OF
APPROVED BY COMMUNITY DEVELOP"ENT DEPARTMENT
BY '3t?M ra DATE
EXHIBIT ' A
CASE NO. tD Li N 2 �LJ3 Zap( - zf�)2
Page 2 of 2
CITY OF LA QUINTA - CERTIFICATE OF LOT LINE ADJUSTMENT
EXHIBIT 'B-1• I LOT LINE ADJUSTMENT NO. 2006-452
SEE SHEET 2 FOR
ANNOTATION TABLES
AND NOTES
R1
R2
DE
bIOiT7ApIL 'A•
SCALE
/ED GOMIAUNIIY DEVELORIENT DEPARIMENI
MSGU Ult DATE /+'40& F RC ELF 2
IBIT E)'
PAGRC EL 5
7
iA \
Z
/ �—C/L 80' qqq�
ACCESS S
R9 �O°�o�o
20' PEDESTRIAN/
LANDSCAPE ESMT. o°r
DEDICATED HEREON Q Q
R 6 PARCEL •A•
Cs 13.515 AC.
L00 4 •E•
L07
a'Dv
SEE DETAIL •A•
AT UPPER LEFT
MILES
PARCEL 3
ki
AVENUE
PARCEL 9
C/L 70'
ACCESS
C/L 77'
ACCESS
I
i—LOT LINE TO BE
�f DELETED
PARCEL •B•
9.451 AC.
PARC I L 8
NEW ADJUSTED
LOT LINE
V S�
c
LOT LINE TO BE
DELETED
PG^ RCEL 7
jW SCALE: 1' = 200 NE'LY LINE c� R,
OR 64/54694 S
IDMSA CONSULTING, INC. LEGEND
MAl RO, SMITH & ASSOCIATES, INC. EXISTING LOT LINE TO BE DELETED
PLnNum ■ Crm BNOD� Emo ■ LAND SuRVffMG EXISTING L01 LINE TO REMAIN
34200 BOB Horn DRrvE ■ RANCHO MHIADE ■ CA 92270 NEW ADJUSTED LOT LINE
Tu"HoNE (760) 320-98U • FAx (760) 323-7893 RESTRICTED ACCESS
SHEET 1 OF 2 J.N. 1612 PER PMB 212/60-66
rA
I CITY OF LA QUINTA - CERTIFICATE OF LOT LINE ADJUSTMENT
EXHIBIT 'B-2• I LOT LINE ADJUSTMENT NO. 2006-452 1
NOTES -
THERE ARE EASEMENTS AND PROHIBITED ACCESS TO SEELEY DRIVE OF RECORD DELINEATED AND
REFERENCED ON THE UNDERLYING MAPS OR THERE MAY BE OTHER RECORDED EASEMENTS WITHIN
THE AREA BEING ADJUSTED THAT ARE NOT SHOWN ON THIS DOCUMENT THAT COULD ENCUMBER SAID
PARCELS HEREIN.
AS A CONDITION TO APPROVAL OF THIS LOT LINE ADJUSTMENT, ANY RELOCATION OF ACCESS POINTS
AND ACCESS EASEMENTS TO SEELEY DRIVE FROM PARCELS "A" AND "B" AND ACCESS RESTRICTIONS
SHALL BE IN CONFORMANCE WITH THE CONDITIONS OF APPROVAL FOR SPECIFIC PLAN SP 2001-055,
AMENDMENT #2.
uwo
I Exp. 09/30/06
P
Q OF CAUF�
I� , Zpob- 57- 'ON 3SVO
p,,-Z 1191HX3
y 14 o& 31V0 Anui Ao
IN3V,Illitld30 lN3VA013A30 AlINnvgiNOO A8 03AO Hddtl
RADIAL DATA
NO.
BEARING
R1
N
40'01'41"
E
R2
N
36'57'27"
E
R3
N
27'47'20"
E
R4
N
75'25'34"
E
R5
N
18'04'02"
E
R6
N
72'28'40"
E
R7
N
71'09'44"
E
RS
N
67'53'13"
E
R9
N
38'45'07"
W
R10
N
07'35'02"
W
R11
-N-2
1 009'44" W
R12
N
25-11'52"
W
R13
N
49'06'37"
W
R14
N
31'13'40"
E
R15
N
42'5927"
E
R16
N
79'4855" W
LEGEND
EXISTING LOT LINE TO BE DELETED
EXISTING LOT LINE TO REMAIN
NEW ADJUSTED LOT LINE
RESTRICTED ACCESS
PER PMB 212/60-66
LINE DATA
NO.
BEARING
LENGTH
L1
N
28'29'24"
E
153.02'
L2
N
61'30'36"
W
150.00'
L3
S
28'29'24"
W
150.35'
L4
N
22'46'41"
E
5.77'
L5
N
67'06'56"
E
52.05'
L6
N
44'4432"
W
91.61'
L7
S
16'39'14"
E
55.87'
L8
IS
00'17'35"
E
11.03'
L9
S
04'02'08"
W
333.46'
L10
S
89'47'47"
W
239.56'
CURVE DATA
NO.
DELTA
RADIUS I
LENGTH I
TANGENT
Cl
02'57'46"
4565.17'
236.07'
118.06'
C2
05'43'47"
2500.00'
250.01'
125.11'
C3
09'43'18"
2500.00'
424.19
212.61'
C4
02'56'54"
2095.00'
107.80'
53.91'
C5
27'42'25"
18.00'
8.70'
4.44'
C6
29'01'21"
82.00'
41.54'
21.22'
C7
03'16'31"
2107.00'
120.451
60.24'
C8
15'52'03"
540.00'
149.55'
75.25
C9
31'10'05"
810.00,
440.63'
225.91'
C10
13*34'42"
840.00'
199.07'
100.00'
C11
04'02'08"
840.00'
59.16'
29.59'
C12
17'36'50"
840.00'
258.23'
130.14'
C13
45'27'41.1
80.00'
63.48'
33.52'
C14
23*54'45"
440.00'
183.63
93.17'
C15
20'41'22"
250.00'
90.27'
45.63'
IDMSA CONSULTING, INC.
MATNIERo, SMITH & AssociATEs, INC.
PLANNING ■ Cm ENGIN mwo a LAND SIRVBYx
34200 BOB HOPE DRIVE ■ RANcHo MIRAGE ■ CA 92270
TBI.EPNom (760) 320-98n a FAx (760) 323-7893
J.N. 1612 SHEET 2 OF 2
,f
�Y
P.O. Boa 1504
LA QUINTA, CALIFORNIA 92247-1504
78-495 CALLS TAMPICO (760) 777-7000
LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7101
April 4, 2006
Mr. Robert Smith
MSA Consulting
34-200 Bob Hope Drive
Rancho Mirage, CA 92270
Subject: Lot Line Adjustment 2006-452 for CP Development La Quinta,
LLC
Dear Mr. Smith,
The Community Development Department has approved your request for a
lot line adjustment on Seeley Drive in the Centre Pointe development.
Enclosed is the approved original Grant Deed (prepared by you) and exhibits
for this adjustment. All of the original approved documents are to be
recorded with the County Recorder with a recorded copy given to us for our
files. Until the recorded copy is received, our Lot Line Adjustment file is not
complete.
Should you have any questions, please contact me at 760 777-7064.
VERY TRULY YOURS,
�Gwv 6AUn &
STAN SAWA
Principal Planner
Encl.
Brian Ching, Public Works Department
Richard Oliphant, Centre Pointe Development, LLC
P:\stan\centre pointe\Ila 2006-452 Itr app.doc
Order No.
Escrow No.
Loan No.
WHEN RECORDED MAIL TO:
RICHARD R. OLIPHANT
CENTRE POINTE DEVELOPMENT, LLC
77-900 AVENUE OF THE STATES
PALM DESERT, CA 92211
DOCUMENTARY TRANSFER TAX $ ....................................................
.....Computed on the consideration or value of property conveyed; OR
.....Computed on the consideration or value less liens or encumbrances
remaining at time of sale.
Signature of Declarant or Agent determining tax — Firm Name
GRANT DEED
FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged,
CP DEVELOPMENT LA QUINTA, LLC, A California Limited Liability Company
hereby GRANT(s) to
CP DEVELOPMENT LA QUINTA, LLC, A California Limited Liability Company
the real property in the City of La Quinta
County of Riverside , State of California, described as
See Exhibits A and B attached hereto and by reference made a part hereof
NOTE: This grant deed implements the revised lot configuration to Lot Line Adjusment - as approved by the City of La Quints.
All property subject to this lot line adjustment is owned by a single entity, hence ownership conveyance is a nonessential secondary
function of this deed. The primary function of this deed is to provide constructive notice of the revised lot configurations pursuant to
Govermnent Code Section 66412 (d), and to perfect the intent of the Lot Line Adjustment as approved.
Dated
I- It-ZCl9(,5)
STATE OF CALIFO NIA �}
COUNTY OF Ygnvr.-AYh�ntn' }ss.
On 1 �' •'Ll.•e/4' before me,
personally appeared:
iC 1 CR�,at`Gi fl t I l pl'1G�F`l �
personally known to me A le me on the bass of 5944@eWy
-evidence) to be the persons) whose name(s) is/am subscribed to the within
instrument and acknowledged to me that helsheAhey executed the same
in nis/hevHheir authorized capacity(iae), and that by his/he;Ahsir signa-
turefe) on the instrument the person( or the entity upon behalf of which
the person(s) acted, executed the instrument.
WITNESS my hand icial seal,
Signature �JJyyl V)
CP Development La Quints LLC A California Limited
Liability Company
BY: Oliphant Enterprises, Inc., A California
Corporation, Its Mana i g artner
BY:
Richard R. Oliphant, P sident
CW
Comm"laslon M 1521142
Not uy Public - CWHarda
Riveralde County
0Nly Comm. Expilres Oct22,2008
(This area for official notarial seal)
MAIL TAX STATEMENTS TO:
EXHIBIT "A"
LOT LINE ADJUSTMENT NO. 2006-452
EXISTING LEGAL DESCRIPTION:
IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF
CALIFORNIA, PARCELS 6, 7 AND 8 OF PARCEL MAP NO. 31116, AS
SHOWN BY MAP ON FILE IN BOOK 212, AT PAGES 60 THROUGH 66,
INCLUSIVE, OF PARCEL MAPS, RIVERSIDE COUNTY RECORDS, BEING IN
THE SOUTH HALF OF SECTION 19, TOWNSHIP 5 SOUTH, RANGE 7 EAST,
S.B.M.
APPROVED BY COMMUNITY DEVELOPMENT
� ��� , DEPARTMENT
B .IAC� AA1 A DATE `
EXHIBIT 4
CASE NO. L-26U160, 'Loofa �5Z
EXHIBIT "A"
LOT LINE ADJUSTMENT NO. 2006-452
PARCEL "A":
IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF
CALIFORNIA, PARCEL 6 TOGETHER WITH THAT PORTION OF PARCEL 7
OF PARCEL MAP NO. 31116, AS SHOWN BY MAP ON FILE IN BOOK 212,
AT PAGES 60 THROUGH 66, INCLUSIVE, OF PARCEL MAPS, RIVERSIDE
COUNTY RECORDS, BEING IN THE SOUTH HALF OF SECTION 19,
TOWNSHIP 5 SOUTH, RANGE 7 EAST, S.B.M., MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
BEGINNING AT THE MOST EASTERLY CORNER OF SAID PARCEL 7;
THENCE ALONG THE SOUTHEASTERLY, SOUTHWESTERLY AND
NORTHWESTERLY BOUNDARY LINES OF SAID PARCEL 7 THROUGH THE
FOLLOWING FIVE (5) COURSES:
(1) SOUTH 43°56'44" WEST, A DISTANCE OF 357.95 FEET TO THE
BEGINNING OF A NON -TANGENT CURVE, CONCAVE SOUTHWESTERLY,
HAVING A RADIUS OF 4,565.17 FEET, A RADIAL LINE PASSING THROUGH
SAID POINT BEARS NORTH 42059'27" EAST;
(2) THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE,
THROUGH A CENTRAL ANGLE OF 02057'46", AN ARC DISTANCE OF
236.07 FEET TO A POINT, A RADIAL LINE PASSING THROUGH SAID
POINT BEARS NORTH 40001'41" EAST;
(3) THENCE NON -TANGENT TO SAID CURVE SOUTH 00-17-35" EAST, A
DISTANCE OF 11.03 FEET TO THE BEGINNING OF A NON -TANGENT
CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 2,500.00
FEET, A RADIAL LINE PASSING THROUGH SAID POINT BEARS NORTH
36°57'27" EAST;
(4) THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE,
THROUGH A CENTRAL ANGLE OF 05043'47", AN ARC DISTANCE OF
250.01 FEET TO A POINT, A RADIAL LINE PASSING THROUGH SAID
POINT BEARS NORTH 31013'40" EAST;
(5) THENCE NON -TANGENT TO SAID CURVE NORTH 28°29'24" EAST, A
DISTANCE OF 153.02 FEET TO AN ANGLE POINT IN THE SOUTH-
EASTERLY BOUNDARY LINE OF SAID PARCEL 6 OF PARCEL MAP NO.
31116;
THENCE LEAVING THE BOUNDARY LINES OF SAID PARCEL 7 AND
Page 1 of 3
1.;U
ALONG THE SOUTHWESTERLY, WESTERLY, NORTHERLY AND
EASTERLY LINES OF SAID PARCEL 6 THROUGH THE FOLLOWING
FIFTEEN (15) COURSES:
(1) THENCE NORTH 61-30-36" WEST, A DISTANCE OF 150.00 FEET;
(2) THENCE SOUTH 28-29'24" WEST A DISTANCE OF 150.35 FEET TO THE
BEGINNING OF A NON -TANGENT CURVE, CONCAVE SOUTHWESTERLY,
HAVING A RADIUS OF 2,500.00 FEET, A RADIAL LINE PASSING THROUGH
SAID POINT BEARS NORTH 27047'20" EAST;
(3) THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE,
THROUGH A CENTRAL ANGLE OF 09043'18", AN ARC DISTANCE OF
424.19 FEET TO THE BEGINNING OF A NON -TANGENT CURVE, CONCAVE
WESTERLY, HAVING A RADIUS OF 2,095.00 FEET, A RADIAL LINE
PASSING THROUGH SAID POINT BEARS NORTH 75025'34" EAST;
(4) THENCE NORTHERLY ALONG THE ARC OF LAST SAID CURVE,
THROUGH A CENTRAL ANGLE OF 02056'54", AN ARC DISTANCE OF
107.80 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE
EASTERLY, HAVING A RADIUS OF 18.00 FEET, A RADIAL LINE PASSING
THROUGH SAID POINT BEARS SOUTH 72028'40" WEST;
(5) THENCE NORTHERLY ALONG THE ARC OF LAST SAID CURVE,
THROUGH A CENTRAL ANGLE OF 27-42-25", AN ARC DISTANCE OF 8.70
FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY,
HAVING A RADIUS OF 82.00 FEET, A RADIAL LINE PASSING THROUGH
SAID POINT BEARS SOUTH 79048'55" EAST;
(6) THENCE NORTHERLY ALONG THE ARC OF LAST SAID CURVE,
THROUGH A CENTRAL ANGLE OF 2900121", AN ARC DISTANCE OF 41.54
FEET TO THE BEGINNING OF A COMPOUND CURVE, CONCAVE
WESTERLY, HAVING A RADIUS OF 2,107.00 FEET, A RADIAL LINE
PASSING THROUGH SAID POINT BEARS NORTH 71 °09'44" EAST;
(7) THENCE NORTHERLY ALONG THE ARC OF LAST SAID CURVE,
THROUGH A CENTRAL ANGLE OF 03016'31 ", AN ARC DISTANCE OF
120.45 FEET;
(8) THENCE NON -TANGENT TO LAST SAID CURVE NORTH 22046'41"
EAST, A DISTANCE OF 5.77 FEET;
(9) THENCE NORTH 67°06'56" EAST, A DISTANCE OF 52.05 FEET TO THE
BEGINNING OF A TANGENT CURVE, CONCAVE NORTHWESTERLY,
HAVING A RADIUS OF 540.00 FEET;
Page 2 of 3
(10) THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE,
THROUGH A CENTRAL ANGLE OF 15052'03", AN ARC DISTANCE OF
149.55 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE
SOUTHEASTERLY, HAVING A RADIUS OF 810.00 FEET, A RADIAL LINE
PASSING THROUGH SAID POINT BEARS NORTH 38045'07" WEST;
(11) THENCE NORTHEASTERLY ALONG THE ARC OF LAST SAID CURVE,
THROUGH A CENTRAL ANGLE OF 31010'05", AN ARC DISTANCE OF
440.63 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE
NORTHERLY, HAVING A RADIUS OF 840.00 FEET, A RADIAL LINE
PASSING THROUGH SAID POINT BEARS SOUTH 07035'02" EAST;
(12) THENCE EASTERLY ALONG THE ARC OF LAST SAID CURVE,
THROUGH A CENTRAL ANGLE OF 13034'42", AN ARC DISTANCE OF
199.07 FEET;
(13) THENCE NON -TANGENT TO LAST SAID CURVE SOUTH 16-39-14"
EAST, A DISTANCE OF 55.87 FEET TO THE BEGINNING OF A TANGENT
CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 250.00 FEET;
(14) THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, THROUGH
A CENTRAL ANGLE OF 20c4l'22", AN ARC DISTANCE OF 90.27 FEET;
(15) THENCE TANGENT TO SAID CURVE SOUTH 04-02-08" WEST A
DISTANCE OF 333.46 FEET TO THE NORTHWESTERLY PROLONGATION
OF THE NORTHEASTERLY LINE OF SAID PARCEL 7;
THENCE LEAVING SAID BOUNDARY LINES OF PARCEL 6 AND ALONG
SAID PROLONGATION AND SAID NORTHEASTERLY LINE OF PARCEL 7
SOUTH 50010'13" EAST, A DISTANCE OF 592.88 FEET TO THE POINT OF
BEGINNING.
SUBJECT TO EXISTING EASEMENTS, COVENANTS,
RIGHTS AND RIGHTS -OF -WAY OF RECORD.
CONTAINING 588,702 SQUARE FEET
OR 13.515 ACRES, MORE OR LESS.
APPROVED BY COMMUNITY DEVELOP^.4ENT DEPARTMENT
BY Gun !�m DATE r I oG
EXHIBIT '' A
L CASE N0. 2 �4 m, ai l Zoo/ 2
Page 3 of 3
2
E
EXHIBIT "A"
LOT LINE ADJUSTMENT NO. 2006-452
PARCEL "B":
IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF
CALIFORNIA, PARCEL 8 TOGETHER WITH THAT PORTION OF PARCEL 7
OF PARCEL MAP NO. 31116, AS SHOWN BY MAP ON FILE IN BOOK 212,
AT PAGES 60 THROUGH 66, INCLUSIVE, OF PARCEL MAPS, RIVERSIDE
COUNTY RECORDS, BEING IN THE SOUTH HALF OF SECTION 19,
TOWNSHIP 5 SOUTH, RANGE 7 EAST, S.B.M., MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
BEGINNING AT THE MOST SOUTHERLY CORNER OF SAID PARCEL 8;
THENCE ALONG THE SOUTHEASTERLY, EASTERLY AND NORTHERLY
BOUNDARY LINES OF SAID PARCEL 8 THROUGH THE FOLLOWING FIVE
(5) COURSES:
(1) NORTH 43°56'44" EAST, A DISTANCE OF 152.65 FEET;
(2) THENCE NORTH 00°12'13" WEST, A DISTANCE OF 790.73 FEET;
(3) THENCE SOUTH 89°47'47" WEST, A DISTANCE OF 239.56 FEET TO
THE BEGINNING OF A TANGENT CURVE, CONCAVE NORTHEASTERLY,
HAVING A RADIUS OF 80.00 FEET;
(4) THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE,
THROUGH A CENTRAL ANGLE OF 45027'41 ", AN ARC DISTANCE OF 63.48
FEET;
(5) THENCE TANGENT TO SAID CURVE NORTH 44-44-32" WEST, A
DISTANCE OF 91.61 FEET TO THE BEGINNING OF A NON -TANGENT
CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 440.00
FEET, A RADIAL LINE PASSING THROUGH SAID POINT BEARS SOUTH
49°06'37" EAST;
THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE AND
CONTINUING ALONG SAID NORTHERLY LINE OF PARCEL 8 AND ALONG
THE NORTHERLY LINE OF SAID PARCEL 7, THROUGH A CENTRAL
ANGLE OF 23054'45", AN ARC DISTANCE OF 183.63 FEET TO THE
BEGINNING OF A COMPOUND CURVE, CONCAVE NORTHWESTERLY,
HAVING A RADIUS OF 840.00 FEET, A RADIAL LINE PASSING THROUGH
SAID POINT BEARS SOUTH 25011'52" EAST;
THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE AND
CONTINUING ALONG SAID NORTHERLY LINE OF PARCEL 7, THROUGH A
Page I of 2
CENTRAL ANGLE OF 04°02'08", AN ARC DISTANCE OF 59.16 FEET TO
THE MOST NORTHERLY NORTHWEST CORNER OF SAID PARCEL 7;
THENCE ALONG THE WESTERLY LINES OF SAID PARCEL 7 THROUGH
THE FOLLOWING THREE (3) COURSES:
(1) SOUTH 16°39'14" EAST AND NON -TANGENT TO LAST SAID CURVE, A
DISTANCE OF 55.87 FEET TO THE BEGINNING OF A TANGENT CURVE,
CONCAVE WESTERLY, HAVING A RADIUS OF 250.00 FEET;
(2) THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, THROUGH A
CENTRAL ANGLE OF 20°41'22", AN ARC DISTANCE OF 90.27 FEET;
(3) THENCE TANGENT TO SAID CURVE SOUTH 04-02-08" WEST, A
DISTANCE OF 333.46 FEET TO THE NORTHWESTERLY PROLONGATION
OF THE SOUTHWESTERLY LINE OF SAID PARCEL 8;
THENCE LEAVING SAID WESTERLY LINES OF PARCEL 7 AND ALONG
SAID PROLONGATION AND SAID SOUTHWESTERLY LINE OF PARCEL 8,
SOUTH 50010'13" EAST, A DISTANCE OF 592.88 FEET TO THE POINT OF
BEGINNING.
SUBJECT TO EXISTING EASEMENTS, COVENANTS,
RIGHTS AND RIGHTS -OF -WAY OF RECORD.
CONTAINING 411,680 SQUARE FEET
OR 9.451 ACRES, MORE OR LESS.
APPROVED BY COMMUNITY DEVELOPMENT DEPARTMENT
BY 5SAM,x. DATE 4114 10 &
EXHIBIT PC
CASE N0. bc;'� Ll k 2
\O�pl LANO
��'tl" ��NY D. Mq0
O e
Page 2 of 2
CITY OF LA QIJINTA - CERTIFICATE OF LOT LINE ADJUSTMENT
EXHIBIT •B-1• LOT LINE ADJUSTMENT NO. 2006-452
SEE SHEET 2 FOR MILES AVENUE
ANNOTATION TABLES
AND NOTES
oNa- L^^No
R 1 pNY D.
� e1� °oo L I�QG3C�C�d �3
�c2 La
R2 E . 09/SO/06 ` a
�� aQ
DETAIL •A• qTF OF C�F(� 0�� pQG3C�CL
N-
ROVEDWlAIJlaDEVELOPtl.(ENTDEPARTIVI Ni d R13
DOTE ±' 4 o& F&RC IEL 2 R11
IBIT � 6-1 �� �13 L10
ENO.✓4LIY¢ Z45pRIVE �2 R12 C/L70'
CAD ACCESS
/ cJj R10 ACCESS
pQG�C�C�d g G9 � I
C/L 80'
ACCESS I SLOT LINE TO BE
O �f DELETED
R9 M
o
PARCEL •B•
v RS 20' PEDESTRIAN/ Q° °�o 9.451 AC. 3
(P LANDSCAPE ESMT.
,A R7 DEDICATED HEREON
Ri6 PARCEL �A� I NEW ADJUSTED o
OZ 5 13.515 AC. LOT LINE Z
R6 PARCEL Chi
LO4 *0
L0T
wjw
SEE DETAIL •A•
AT UPPER LEFT
J'
S0/
0
LOT LINE TO BE
DELETED
P& C EL 77
R1
Iq SCALE: 1 " = 200 NE'LY LINE O� Rj V \
OR 64/54694 S
MSA CONSULTING, INC. LEGEND \
MTH An RO, SMI& ASSOCIATES, INC. EXISTING LOT LINE TO BE DELETED
PLANxwc cmL ENGINEERING ■ LA Sc wwNG EXISTING LOT LINE TO REMAIN
34200 BOB HOPE DwvE ■ RANcxo MmncE ■ CA 92270 NEW ADJUSTED LOT LINE
Ap TELEPHONE (760) 320-98U ■ FAx (760) 323-7893 RESTRICTED ACCESS
SHEET 1 OF 2 J.N. 1612 PER PMB 212/60-66
CITY OF LA OUTNTA - CERTIFICATE OF LOT LINE ADJUSTMENT
EXHIBIT •B-2• I LOT LINE ADJUSTMENT NO. 2006-452
NOTES -
THERE ARE EASEMENTS AND PROHIBITED ACCESS TO SEELEY DRIVE OF RECORD DELINEATED AND
REFERENCED ON THE UNDERLYING MAPS OR THERE MAY BE OTHER RECORDED EASEMENTS WITHIN
THE AREA BEING ADJUSTED THAT ARE NOT SHOWN ON THIS DOCUMENT THAT COULD ENCUMBER SAID
PARCELS HEREIN.
AS A CONDITION TO APPROVAL OF THIS LOT LINE ADJUSTMENT, ANY RELOCATION OF ACCESS POINTS
AND ACCESS EASEMENTS TO SEELEY DRIVE FROM PARCELS "A" AND "B" AND ACCESS RESTRICTIONS
SHALL BE IN CONFORMANCE WITH THE CONDITIONS OF APPROVAL FOR SPECIFIC PLAN SP 2001-055,
AMENDMENT #2.
L:�NO
7 E. o9/3o/0e T
S), �P
OF CW1F�
I� Zt>oG- 5Z '0N 3Stl0
n,. y 1181HX3
y LF a(v 31J0 --' ,l0
'N3W!HVd30 1NIWA013A30 AlINnV4V400 ,l9 03AOHddtl
RADIAL DATA
BEARING
N 40-01'41N
36'57'27"
E
J
N 27'47'20"
E
N 75'25'34"
E
N 18'04'02"
E
N 72'28'40"
E
R7
N 71'09'44"
E
RS
N 67-53-13"
R9
N 38'45'07"
W
R10
N 07'35'02"
W
R11
N 21'09'44"
WWE
N 25'11'52"
W
R13
N 49'06'37"
R14
N 31'13'40"
EE
R15
N 42'59'27"
R16
7948'55"
W
LEGEND
LINE DATA
BEARING
LENGTH
28'29'24"
E
153.02'
61'30'36"
W
150.00'
28'29'24"
W
150.35'
22'46'41"
E
5.77'
11N
67'06'56"
E
52.05'
44'44'32"
W
91.61'
16'39'14"
E
55.8700'17'35"
E
11.03'
04'02'08"
W
333.46'89'47'47"
W
239.56'
CURVE DATA
NO.
DELTA
RADIUS
LENGTH
TANGENT
C1
02'57'46"
4565.17'
236.07'
118.06,
C2
05'43'47"
2500.00'
250.01'
125.11'
C3
09*43'18"
2500.00'
424.19'
212.61'
C4
02'56'54"
2095.00'
107.80'
53.91'
C5
27'42'25"
18.00'
8,70'
4.44'
C6
29'01'21"
82.00'
41.54'
21.22'
C7
03'16'31"
2107.00'
120.45'
60.24'
C8
15'52'03"
540.00'
149.55'
75.25'
C9
31'10'05"
810.00'
440.63'
225.91'
C10
13'34'42"
840.00'
199.07'
100.00'
C11
04'02'08"
840.00'
59.16'
29.59'
C12
17'36'50"
840.00'
258.23'
130.14'
C13
45'27'41"
80.00'
63.48'
33.52'
C14
23'54'45"
440.00'
1833'
93.17'
C15
20'41'22"
250.00'
90'27'1
45.63'
EXISTING LOT LINE TO BE DELETED -
EXISTING LOT LINE TO REMAIN
NEW ADJUSTED LOT LINE
RESTRICTED ACCESS
PER PMB 212/60-66
MSA CONSULTING, INC.
MAINmRO, SMITH & AssociATES, INC.
PLAx r u CwiL ENGmmma u LA SGBvBYINo
34200 BOB HOPE Dwve ■ RANCHO MuLAGB ■ CA 92270
TELEPHONE (760) 320-98U ■ FAx (760) 323-7893
J.N. 1612 SHEET 2 OF 2
E
EXHIBIT "A"
LOT LINE ADJUSTMENT NO. 2006-452
PARCEL "B":
IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF
CALIFORNIA, PARCEL 8 TOGETHER WITH THAT PORTION OF PARCEL
OF PARCEL MAP NO. 31116, AS SHOWN BY MAP ON FILE IN BOOK 212,
AT PAGES 60 THROUGH 66, INCLUSIVE, OF PARCEL MAPS, RIVERSIDE
COUNTY RECORDS, BEING IN THE SOUTH HALF OF SECTION 19,
TOWNSHIP 5 SOUTH, RANGE 7 EAST, S.B.M., MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
BEGINNING AT THE MOST SOUTHERLY CORNER OF SAID PARCEL 8;
THENCE ALONG THE SOUTHEASTERLY, EASTERLY AND NORTHERLY
BOUNDARY LINES OF SAID PARCEL 8 THROUGH THE FOLLOWING FIVE
(5) COURSES:
(1) NORTH 43-56-44" EAST, A DISTANCE OF 152.65 FEET;
(2) THENCE NORTH 00-12-13" WEST, A DISTANCE OF 790.73 FEET;
(3) THENCE SOUTH 89°47'47" WEST, A DISTANCE OF 239.56 FEET TO
THE BEGINNING OF A TANGENT CURVE, CONCAVE NORTHEASTERLY,
HAVING A RADIUS OF 80.00 FEET;
(4) THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE,
THROUGH A CENTRAL ANGLE OF 45027'41", AN ARC DISTANCE OF 63.48
FEET;
(5) THENCE TANGENT TO SAID CURVE NORTH 44-44-32" WEST, A
DISTANCE OF 91.61 FEET TO THE BEGINNING OF A NON -TANGENT
CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 440.00
FEET, A RADIAL LINE PASSING THROUGH SAID POINT BEARS SOUTH
49°06'37" EAST;
THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE AND
CONTINUING ALONG SAID NORTHERLY LINE OF PARCEL 8 AND ALONG
THE NORTHERLY LINE OF SAID PARCEL 7, THROUGH A CENTRAL
ANGLE OF 23054'45", AN ARC DISTANCE OF 183.63 FEET TO THE
BEGINNING OF A COMPOUND CURVE, CONCAVE NORTHWESTERLY,
HAVING A RADIUS OF 840.00 FEET, A RADIAL LINE PASSING THROUGH
SAID POINT BEARS SOUTH 25011'52" EAST;
THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE AND
CONTINUING ALONG SAID NORTHERLY LINE OF PARCEL 7, THROUGH A
Page 1 of 2
CENTRAL ANGLE OF 04002'08", AN ARC DISTANCE OF 59.16 FEET TO
THE MOST NORTHERLY NORTHWEST CORNER OF SAID PARCEL 7;
THENCE ALONG THE WESTERLY LINES OF SAID PARCEL 7 THROUGH
THE FOLLOWING THREE (3) COURSES:
(1) SOUTH 16°39'14" EAST AND NON -TANGENT TO LAST SAID CURVE, A
DISTANCE OF 55.87 FEET TO THE BEGINNING OF A TANGENT CURVE,
CONCAVE WESTERLY, HAVING A RADIUS OF 250.00 FEET;
(2) THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, THROUGH A
CENTRAL ANGLE OF 20041'22", AN ARC DISTANCE OF 90.27 FEET;
(3) THENCE TANGENT TO SAID CURVE SOUTH 04°02'08" WEST, A
DISTANCE OF 333.46 FEET TO THE NORTHWESTERLY PROLONGATION
OF THE SOUTHWESTERLY LINE OF SAID PARCEL 8;
THENCE LEAVING SAID WESTERLY LINES OF PARCEL 7 AND ALONG
SAID PROLONGATION AND SAID SOUTHWESTERLY LINE OF PARCEL 8,
SOUTH 50010'13" EAST, A DISTANCE OF 592.88 FEET TO THE POINT OF
BEGINNING.
SUBJECT TO EXISTING EASEMENTS, COVENANTS,
RIGHTS AND RIGHTS -OF -WAY OF RECORD.
CONTAINING 411,680 SQUARE FEET ��pL LANQ
OR 9.451 ACRES, MORE OR LESS. �`\ v °.4f
a
�F OF CALF
Page 2 of 2
CITY OF LA QUl
EXHIBIT '97
SEE SHEET 2 FOR
ANNOTATION TABLES
AND NOTES
R1
R2
DETAIL 'A'
NOT TO SCALE
A - CERTIFICATE OF LOT
LOT LINE
LAAMO
6476
Z E 09/10/06 JI
�FOF CwF�000
NO. 2006-4521
MILES I AVENUE
P&RC EL g
pG^QGOC�11 1� A� Cs
C,73 L 10
ACCESSlb -ft
R9
—20' PEDESTRIAN/ °o
LANDSCAPE ESMT.
DEDICATED HEREON Q Q
R ss PARCEL •A°
5 13.515 AC.
6 PARCEL 6
LOT 'E'
LOST
ajv
SEE DETAIL 'A'
AT UPPER LEFT
C/L 70'
ACCESS
�— C/L 77'
ACCESS
I
SLOT LINE TO BE
�f DELETED
PARCEL 'Bv
I 9.451 AC.
pL^QG3OC�L �
INEW ADJUSTED
LOT LINE
J' S\
G
LOT LINE TO BE
DELETED
PLHC L 7
I� SCALE: 1 " = 200' NE'LY LINE
OR 64/54694 S
IDMSA CONSULTING, INC. LEGEND
MAINIERO, SMITH & ASSOCIATES, INEXISTING LOT LINE TO BE DELETED
PinxxEac ■ CrvE. BNGEiEEEING ■ LA SuRvE Cr EXISTING LOT LINE TO REMAIN
34200 BOB HOPE DRIVE ■ RANCHO MEUOE ■ CA 92270 NEW ADJUSTED LOT LINE
TBLEPHONE (760) 320-98H ■ FAX (760) 323-7893 RESTRICTED ACCESS
SHEEP 1 OF 2 J.N. 1612 PER PMB 212/60-66
-�i
Z
CITY OF LA QUINTA - CERTIFICATE OF LOT LINE ADJUSTMENT
EXHIBIT •B-21 I LOT LINE ADJUSTMENT NO. 2006-4521
NOTES -
THERE ARE EASEMENTS AND PROHIBITED ACCESS TO SEELEY DRIVE OF RECORD DELINEATED AND
REFERENCED ON THE UNDERLYING MAPS OR THERE MAY BE OTHER RECORDED EASEMENTS WITHIN
THE AREA BEING ADJUSTED THAT ARE NOT SHOWN ON THIS DOCUMENT THAT COULD ENCUMBER' SAID
PARCELS HEREIN.
AS A CONDITION TO APPROVAL OF THIS LOT LINE ADJUSTMENT, ANY RELOCATION OF ACCESS POINTS
AND ACCESS EASEMENTS TO SEELEY DRIVE FROM PARCELS "A" AND "B" AND ACCESS RESTRICTIONS
SHALL BE IN CONFORMANCE WITH THE CONDITIONS OF APPROVAL FOR SPECIFIC PLAN SP 2001-055,
AMENDMENT #2.
Vlo. 5476
Exp. 09/30/O6
��OF CAUF9
RADIAL DATA
NO.
BEARING
R1
N 40'01'41"
E
R2
N 36'57'27"
E
R3
N 27'47'20"
E
R4
N 75'25'34"
E
R5
N 18'04'02"
E
R6
N 72'28'40"
E
R7
N 71'09'44"
E
R8
N 67*53'13"
E
R9
N 38'45'07"
W
R10
N 07'35'02"
W
R 11
N 21'09'44"
W
R12
N 25-11'52"
W
R13
N 49'06'37"
W
R14
N 31'13'40"
E
R15
N 42'59'27"
E
R16
N 79'48'55"
W
LEGEND
LINE DATA
NO.
BEARING
LENGTH
L1
N
28'29'24"
E
153.02'
L2
N
61'30'36"
W
150.00'
L3
S
28*29*24"
W
150.35'
L4
N
22'46'41"
E
5.77'
L5
N
67'06'56"
E
52.05'
L6
N
44'44'32"
W
91.61'
L7
S
16.39' 14"
E
55.87'
L8
S
OO'17'35"
E
11,03,
L9
IS
04'02'OB"
W
333.46'
L10
IS
89-47.47"
W
239.56'
CURVE DATA
NO.
DELTA
RADIUS
LENGTH
TANGENT
02'57'46"
4565.17'
236.07'
11B.06'
-Cl
C2
05'43'47"
2500.00'
250.01'
125.11'
C3
09*43'18"
2500.00'
424.19'
212.61'
C4
02'56'54"
2095.00'
107.80'
53.91'
C5
27*42*25"
18.00'
8.70'
4.44'
C6
29'01'21"
82.00'
41.54'
21.22'
C7
03'16'31"
2107.00'
120.45'
60.24'
C8
15'52'03"
540.00'
149.55'
75.25'
C9
31'10'05"
810.00'
440.63'
225.91'
C10
13'34'42"
840.00'
199.07'
000.00'
C11
04'O8 02'"
840.00'
59.16'
29.59'
C12
17'36'50"
840.00'
258.23'
130.14'
C13
45'27'41"
80.00'
63.48'
33.52'
C14
23'54'45"
440.00'
183.63'
93.17'
C15
20-41'22"
250.00'
90.27'
45.63'
EXISTING LOT LINE TO BE DELETED -
EXISTING LOT LINE TO REMAIN
NEW ADJUSTED LOT LINE
RESTRICTED ACCESS
PER PMB 212/60-66
IDMSA CONSULTING, INC.
MAINIERO, SMITH & ASSOCIATES, INC
PLANNING ■ CIVIL ENGINEERING ■ LAND SURVEYING
34200 BOB Horn DR[vE • RANcHo MHUGE ■ CA 92270
TELEPHONE (760) 320-9811 ■ FAX (760) 323-7893
J.N. 1612 SHEET 2 OF 2
P.O. Bo s 1504
LA QuiNrA, CALIFORNIA 92247-1504
78-495 CALLF I vNIPICO 7 6 0 ) 7 7 7 - 7 0 0 0
LA QI)IN rn, CALIFORNIA 92253 FAX (760) 777-7101
March 17, 2006
Mr. Robert Smith
MSA Consulting, Inc.
34-200 Bob Hope Drive
Rancho Mirage, CA 92270
SUBJECT: Lot Line Adjustment 20OX-452 Centre Pointe
6
Dear Mr. Smith:
Enclosed are the required corrections to the requested Lot Line Adjustment for Centre
Pointe project. Please make the corrections and submit them to us and we will
complete the approval process.
If you have any questions, please contact me at 777-7064.
Very Truly Yours,
Stan Sawa
Principal Planner
Encl.
C: Brian Ching, Public Works Department (w/o encl)
p:\stan\centre pointe\Ila 2006-452 Itr rev.doc
P.O. BOX 1504
LA QuINTA, CALIFORNIA 92247-1504
78-495 CALLS TAMPICO (760) 7 7 7 - 7 0 0 0
LA QuINTA, CALIFORNIA 92253 FAX (760) 777-7101
March 17, 2006
Mr. Robert Smith
MSA Consulting, Inc.
34-200 Bob Hope Drive
Rancho Mirage, CA 92270
SUBJECT: Lot Line Adjustment 2005-452 Centre Pointe
Dear Mr. Smith:
Enclosed are the required corrections to the requested Lot Line Adjustment for Centre
Pointe project. Please make the corrections and submit them to us and we will
complete the approval process.
If you have any questions, please contact me at 777-7064.
Very Truly Yours,
Z. eatwx
Stan Sawa
Principal Planner
Encl.
C: Brian Ching, Public Works Department (w/o encl)
p:\stan\centre pointe\Ila 2006-452 Itr rev.doc "'
A
At%
PLANNING ® CIVIL ENGINEERING E LAND `jURVFVING
Letter of Transmittal
Date: March 13, 2006 Via: Hand
Job #: 1612
To: Stan Sawa Principal Planner
CITY OF LA QUINTA
78-495 Calle Tam
Development Departmen
P.O. Box 1504, 92247
La Quinta, California 92247-1504
From: Tony Maddox
Re: LLA Parcels 6, 7, & 8 of Parcel Map No. 31116
Project: Centre Pointe, La Quinta
CC: Lisa D. Carr, Ali Tourkaman, Rick Jacobs, Richard Oliphant
❑ urgent ❑ For Review ❑ Please Comment ® As Requested ® Other
QTY.
ITEM
1 EA
Copy of City of La Quinta Application for LLA Adjustment Approval package first submitted January 23,
2006; Copy of check #1497 in the amount of $250,00, payable to the Community Development Department
and check #1498 in the amount of $150.00, payable to the Public Works Department
1 EA
Original, wetsigned and stamped Exhibit "A" and Exhibit"B"
1 EA
Closure calcs, preliminary title report and partial prints of Parcel Map 31116
e Comments: Stan — we are re -submitting the above referenced items. We are sending the Grant Deed out for
original signature and notarization today. If you have any questions, please feel free to contact our office. Thank you.
34200 BOB HOPE DRIVE E RANCHO MIRAGE 13 CALIFORNIA ® 92270
760.320-9811 9 760.323-7893 fax IN www.MSACONSULTINGINC.Com
f L
AN 111M
PLANNING ® CIVIL ENGINEERING ® LAND SURVEYING
Letter of Transmittal
Date: January 23, 2006 Via: Hand Delivery
Job #: 1612.22
To: Fred Baker Senior Planner
CITY OF LA QUINTA Planning Department
78-495 Calle Tampico P.O. Box 1504, 92247
La Quinta, California 92247-1504
From: Tony Maddox c'
0 1, F �N`
Re: LLA Parcels 6 7 & 8 of Parcel Map No. 31116
Project: Centre Pointe, La Quinta
CC: Lisa D. Carr, Ali Tourkaman, Rick Jacobs
❑ Urgent ® For Review ❑ Please Comment ❑ As Requested ❑ Other
CITY.
ITEM
1
Complete City of La Quinta Application for Lot Line Adjustment Approval package
1 FA
Original, wetsigned and stamped Exhibit "A" and Exhibit "B"
1
Original, signed and notarized Grant Deed
1 EA
Closure calsc, preliminary title report and pa tial prints of Parcel Map No. 31116
1 EA
Check #1497 in the amount of $250.00 payable to the Community Development Depa tment, Check #1498
in the amount of $150.00 payable to the Public Works Department.
• Comments: Fred — the above referenced items are for your review. If you have any questions, please feel free to
contact our office. Thank you.
34200 BOB HOPE DRIVE ® RANCHO MIRAGE ® CALIFORNIA ® 92270
760.320-9811 ® 760.323-7893 fax ® www.MSACONSULTINGINC.COM
�n
® 0
EXHIBIT "A"
LOT LINE ADJUSTMENT NO.
EXISTING LEGAL DESCRIPTION:
IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF
CALIFORNIA, PARCELS 6, 7 AND 8 OF PARCEL MAP NO. 31116, AS
SHOWN BY MAP ON FILE IN BOOK 212, AT PAGES 60 THROUGH 66,
INCLUSIVE, OF PARCEL MAPS, RIVERSIDE COUNTY RECORDS, BEING IN
THE SOUTH HALF OF SECTION 19, TOWNSHIP 5 SOUTH, RANGE 7 EAST,
S.B.M.
Order No.
Escrow No.
Loan No.
WHEN RECORDED MAIL TO:
RICHARD R. OLIPHANT
CENTRE POINTE DEVELOPMENT, LLC
77-900 AVENUE OF THE STATES
PALM DESERT, CA 92211
DOCUMENTARY TRANSFER TAX 5......................................
.....Computed on the consideration or value of property conveyed; OR
.....Computed on the consideration or value less liens or encumbrances
remaining at time of sale.
Signature of Declarant or Agent determining tax -Firm N ame
GRANT DEED
FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged,
CP DEVELOPMENT LA QUINTA, LLC, A California Limited Liability Company
hereby GRANT(s) to
CP DEVELOPMENT LA QUINTA, LLC, A California Limited Liability Company
the real property in the City of La Quinta
County of Riverside State of California, described as
See Exhibits A and B attached hereto and by reference made a part hereof
NOTE: This grant deed implements the revised lot configuration to Lot Line Adjusment - as approved by the City of La Quinta.
All property subject to this lot line adjustment is owned by a single entity, hence ownership conveyance is a nonessential secondary
function of this deed. The primary function of this deed is to provide constructive notice of the revised lot configurations pursuant to
Govermnent Code Section 66412 (d), and to perfect the intent of the Lot Line Adjustment as approved.
Dated I' 101ZCcUn
STATE OF CALIF NIA }
}ss.
COUNTY OF II Z'tVitli �-A(k-'�
On t ' I • 'Z'W4 r before me,
( lr0111,11ow
t
personally appeared:
{�1C5'1LLi"Gl �i�• �'1tt�4�Gc1'lE'
personally known to me W-prov�,-..r n� 4he-basK'of- &aNsfaekory
-evence) to be the person(sf whose name(a) is/are subscribed to the within
instrument and acknowledged to me that helshelthey executed the same
in hislheNfAeir authorized capacity('ws), and that by his/hedlttair signa-
ture(e) on the instrument the person(s) or the entity upon behalf of which
the person(s) acted, executed the instrument.
WITNESS my hand i}h�cial se�^��1
Signature I`1 JJjtyG 1 V\
MAIL TAX STATEMENTS TO:
CP Development La Quinta LLC A California Limited
Liability Company
BY: Oliphant Enterprises, Inc., A California
Corporation, Its Mana 'IllfgrRartner
BY:
Richard R. Oliphant, P00sident
C. BRANDOW
Commission fP 1521142
a
llo" Public - Callfwk
Riverside County
My Comm. Exptres Od 22, 200e
(This area for official notarial seal)
11
EXHIBIT "A"
LOT LINE ADJUSTMENT NO.
PARCEL "A":
IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF
CALIFORNIA, PARCEL 6 TOGETHER WITH THAT PORTION OF PARCEL 7
OF PARCEL MAP NO. 31116, AS SHOWN BY MAP ON FILE IN BOOK 212,
AT PAGES 60 THROUGH 66, INCLUSIVE, OF PARCEL MAPS, RIVERSIDE
COUNTY RECORDS, BEING IN THE SOUTH HALF OF SECTION 19,
TOWNSHIP 5 SOUTH, RANGE 7 EAST, S.B.M., MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
BEGINNING AT THE MOST EASTERLY CORNER OF SAID PARCEL 7;
THENCE ALONG THE SOUTHEASTERLY, SOUTHWESTERLY AND
NORTHWESTERLY BOUNDARY LINES OF SAID PARCEL 7 THROUGH THE
FOLLOWING FIVE (5) COURSES:
(1) SOUTH 43°56'4411 WEST, A DISTANCE OF 357.95 FEET TO THE
BEGINNING OF A NON -TANGENT CURVE, CONCAVE SOUTHWESTERLY,
HAVING A RADIUS OF 4,565.17 FEET, A RADIAL LINE PASSING THROUGH
SAID POINT BEARS NORTH 42059'27" EAST;
(2) THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE,
THROUGH A CENTRAL ANGLE OF 02057'46", AN ARC DISTANCE OF
236.07 FEET TO A POINT, A RADIAL LINE PASSING THROUGH SAID
POINT BEARS NORTH 40001'41" EAST;
(3) THENCE NON -TANGENT TO SAID CURVE SOUTH 00°17'35" EAST, A
DISTANCE OF 11.03 FEET TO THE BEGINNING OF A NON -TANGENT
CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 2,500.00
FEET, A RADIAL LINE PASSING THROUGH SAID POINT BEARS NORTH
36057'2711 EAST;
(4) THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE,
THROUGH A CENTRAL ANGLE OF 05043'47", AN ARC DISTANCE OF
250.01 FEET TO A POINT, A RADIAL LINE PASSING THROUGH SAID
POINT BEARS NORTH 31013'40" EAST;
(5) THENCE NON -TANGENT TO SAID CURVE NORTH 28029'24" EAST, A
DISTANCE OF 153.02 FEET TO AN ANGLE POINT IN THE SOUTH-
EASTERLY BOUNDARY LINE OF SAID PARCEL 6 OF PARCEL MAP NO.
31116;
THENCE LEAVING THE BOUNDARY LINES OF SAID PARCEL 7 AND
Page 1 of 3
lit
ALONG THE SOUTHWESTERLY, WESTERLY, NORTHERLY AND
EASTERLY LINES OF SAID PARCEL 6 THROUGH THE FOLLOWING
FIFTEEN (15) COURSES:
(1) THENCE NORTH 61°30'36" WEST, A DISTANCE OF 150.00 FEET;
(2) THENCE SOUTH 28°29'24" WEST A DISTANCE OF 150.35 FEET TO THE
BEGINNING OF A NON -TANGENT CURVE, CONCAVE SOUTHWESTERLY,
HAVING A RADIUS OF 2,500.00 FEET, A RADIAL LINE PASSING THROUGH
SAID POINT BEARS NORTH 27°47'20" EAST;
(3) THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE,
THROUGH A CENTRAL ANGLE OF 09043'18", AN ARC DISTANCE OF
424.19 FEET TO THE BEGINNING OF A NON -TANGENT CURVE, CONCAVE
WESTERLY, HAVING A RADIUS OF 2,095.00 FEET, A RADIAL LINE
PASSING THROUGH SAID POINT BEARS NORTH 75025'34" EAST;
(4) THENCE NORTHERLY ALONG THE ARC OF LAST SAID CURVE,
THROUGH A CENTRAL ANGLE OF 02056'54", AN ARC DISTANCE OF
107.80 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE
EASTERLY, HAVING A RADIUS OF 18.00 FEET, A RADIAL LINE PASSING
THROUGH SAID POINT BEARS SOUTH 72028'40" WEST;
(5) THENCE NORTHERLY ALONG THE ARC OF LAST SAID CURVE,
THROUGH A CENTRAL ANGLE OF 27042'25", AN ARC DISTANCE OF 8.70
FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY
HAVING A RADIUS OF 82.00 FEET, A RADIAL LINE PASSING THROUGH
SAID POINT BEARS SOUTH 79048'55" EAST;
(6) THENCE NORTHERLY ALONG THE ARC OF LAST SAID CURVE,
THROUGH A CENTRAL ANGLE OF 29001'21", AN ARC DISTANCE OF 41.54
FEET TO THE BEGINNING OF A COMPOUND CURVE, CONCAVE
WESTERLY, HAVING A RADIUS OF 2,107.00 FEET, A RADIAL LINE
PASSING THROUGH SAID POINT BEARS NORTH 71009'44" EAST; r
(7) THENCE NORTHERLY ALONG THE ARC OF LAST SAID CURVE,
THROUGH A CENTRAL ANGLE OF 03016'31", AN ARC DISTANCE OF
120.45 FEET;
(8) THENCE NON -TANGENT TO LAST SAID CURVE NORTH 22-46-41"
EAST. A DISTANCE OF 5.77 FEET;
(9) THENCE NORTH 67-06-56" EAST, A DISTANCE OF 52.05 FEET TO THE
BEGINNING OF A TANGENT CURVE, CONCAVE NORTHWESTERLY,
HAVING A RADIUS OF 540.00 FEET;
Page 2 of 3
(10) THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE,
THROUGH A CENTRAL ANGLE OF 15052'03", AN ARC DISTANCE OF
149.55 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE
SOUTHEASTERLY, HAVING A RADIUS OF 810.00 FEET, A RADIAL LINE
PASSING THROUGH SAID POINT BEARS NORTH 38045'07" WEST;
(11) THENCE NORTHEASTERLY ALONG THE ARC OF LAST SAID CURVE,
THROUGH A CENTRAL ANGLE OF 31 010'05", AN ARC DISTANCE OF
440.63 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE
NORTHERLY, HAVING A RADIUS OF 840.00 FEET, A RADIAL LINE
PASSING THROUGH SAID POINT BEARS SOUTH 07035'02" EAST;
(12) THENCE EASTERLY ALONG THE ARC OF LAST SAID CURVE,
THROUGH A CENTRAL ANGLE OF 13034'42", AN ARC DISTANCE OF
199.07 FEET;
(13) THENCE NON -TANGENT TO LAST SAID CURVE SOUTH 16-39-14"
EAST, A DISTANCE OF 55.87 FEET TO THE BEGINNING OF A TANGENT
CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 250.00 FEET;
(14) THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, THROUGH
A CENTRAL ANGLE OF 20041'22", AN ARC DISTANCE OF 90.27 FEET;
(15) THENCE TANGENT TO SAID CURVE SOUTH 04-02-08" WEST A
DISTANCE OF 333.46 FEET TO THE NORTHWESTERLY PROLONGATION
OF THE NORTHEASTERLY LINE OF SAID PARCEL 7;
THENCE LEAVING SAID BOUNDARY LINES OF PARCEL 6 AND ALONG
SAID PROLONGATION AND SAID NORTHEASTERLY LINE OF PARCEL 7
SOUTH 50010'13" EAST, A DISTANCE OF 592.88 FEET TO THE POINT OF
BEGINNING.
SUBJECT TO EXISTING EASEMENTS, COVENANTS,
RIGHTS AND RIGHTS -OF -WAY OF RECORD.
CONTAINING 588,702 SQUARE FEET
OR 13.515 ACRES, MORE OR LESS.
476
\� OF CPZw
Page 3 of 3
E
EXHIBIT "A"
LOT LINE ADJUSTMENT NO.
PARCEL "B":
IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF
CALIFORNIA, PARCEL 8 TOGETHER WITH THAT PORTION OF PARCEL 7
OF PARCEL MAP NO. 31116, AS SHOWN BY MAP ON FILE IN BOOK 212,
AT PAGES 60 THROUGH 66, INCLUSIVE, OF PARCEL MAPS, RIVERSIDE
COUNTY RECORDS, BEING IN THE SOUTH HALF OF SECTION 19,
TOWNSHIP 5 SOUTH, RANGE 7 EAST, S.B.M., MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
BEGINNING AT THE MOST SOUTHERLY CORNER OF SAID PARCEL 8;
THENCE ALONG THE SOUTHEASTERLY, EASTERLY AND NORTHERLY
BOUNDARY LINES OF SAID PARCEL 8 THROUGH THE FOLLOWING FIVE
(5) COURSES:
(1) NORTH 43°56'44" EAST, A DISTANCE OF 152.65 FEET;
(2) THENCE NORTH 00°12'13" WEST, A DISTANCE OF 790.73 FEET;
(3) THENCE SOUTH 89°47'47" WEST, A DISTANCE OF 239.56 FEET TO
THE BEGINNING OF A TANGENT CURVE, CONCAVE NORTHEASTERLY,
HAVING A RADIUS OF 80.00 FEET;
(4) THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE,
THROUGH A CENTRAL ANGLE OF 45-27-41", AN ARC DISTANCE OF 63.48
FEET;
(5) THENCE TANGENT TO SAID CURVE NORTH 44-44-32" WEST, A
DISTANCE OF 91.61 FEET TO THE BEGINNING OF A NON -TANGENT
CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 440.00
FEET, A RADIAL LINE PASSING THROUGH SAID POINT BEARS SOUTH
49006'37" EAST;
THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE AND
CONTINUING ALONG SAID NORTHERLY LINE OF PARCEL 8 AND ALONG
THE NORTHERLY LINE OF SAID PARCEL 7, THROUGH A CENTRAL
ANGLE OF 23054'45", AN ARC DISTANCE OF 183.63 FEET TO THE
BEGINNING OF A COMPOUND CURVE, CONCAVE NORTHWESTERLY,
HAVING A RADIUS OF 840.00 FEET, A RADIAL LINE PASSING THROUGH
SAID POINT BEARS SOUTH 25-11-52" EAST;
THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE AND
Page 1 of 2
CONTINUING ALONG SAID NORTHERLY LINE OF PARCEL 7, THROUGH A
CENTRAL ANGLE OF 04002'08", AN ARC DISTANCE OF 59.16 FEET TO
THE MOST NORTHERLY NORTHWEST CORNER OF SAID PARCEL 7;
THENCE ALONG THE WESTERLY LINES OF SAID PARCEL 7 THROUGH
THE FOLLOWING THREE (3) COURSES:
(1) SOUTH 16-39-14" EAST AND NON -TANGENT TO LAST SAID CURVE, A
DISTANCE OF 55.87 FEET TO THE BEGINNING OF A TANGENT CURVE,
CONCAVE WESTERLY, HAVING A RADIUS OF 250.00 FEET;
(2) THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, THROUGH A
CENTRAL ANGLE OF 20041'22", AN ARC DISTANCE OF 90.27 FEET;
(3) THENCE TANGENT TO SAID CURVE SOUTH 04°02'08" WEST, A
DISTANCE OF 333.46 FEET TO THE NORTHWESTERLY PROLONGATION
OF THE SOUTHWESTERLY LINE OF SAID PARCEL 8;
THENCE LEAVING SAID WESTERLY LINES OF PARCEL 7 AND ALONG
SAID PROLONGATION AND SAID SOUTHWESTERLY LINE OF PARCEL 8,
SOUTH 50010'13" EAST, A DISTANCE OF 592.88 FEET TO THE POINT OF
BEGINNING.
SUBJECT TO EXISTING EASEMENTS, COVENANTS,
RIGHTS AND RIGHTS -OF -WAY OF RECORD.
CONTAINING 411,680 SQUARE FEET N
OR 9.451 ACRES, MORE OR LESS. nNY � Ma_
Page 2 of 2
CITY OF LA QUINTA - CERTIFICATE OF LOT LINE ADJUSTMENT
EXHIBIT •B-1• I LOT LINE ADJUSTMENT NO. _---
SEE SHEET 2 FOR
ANNOTATION TABLES
R1
�C2 L6
DETAIL 'A'
NOT TO SCALE
PARCEL 5
l.Aly,
MILES
F&RC EL 9
s\ OF CAL\F0
y/u I ✓ C�
R
C/LACC (b
ACCESS SS Gp
R9
20' PEDESTRIAN/ <v°O
LANDSCAPE ESMT.�o�
DEDICATED HEREON
PARCEL 'A'
16 13.515 AC.
F&RCEL 6
LOT 'CEm
LOT
WJT
SEE DETAIL 'A'
AT UPPER LEFT
SCALE: 1 " = 200'
MSA CONSULTING, INC
MAINMRO, SMrrH & AssociATEs, INC.
PLANNING ■ CIVIL ENGINEERING ■ LAND SURVEYING
34200 BOB HOPE DRIVE ■ RANCHO MIRAGE o CA 92270
'[ELEPHoNE (760) 320-98ll a FAx (760) 323-7893
SHEET 1 of 2 _ J.N. 1612
AVENUE
R13
`73 i— L10
C/L 70'
ACCESS
�— C/L 77'
ACCESS
I
LOT LINE TO BE
DELETED
PARCEL 'B•
9.451 AC.
pG°QG3C�C�L�
NEW ADJUSTED
LOT LINE
Off
LOT LINE TO BE
DELETED
P&RC EL a
NE'LY LINE
OR 64/54694
LEGEND
EXISTING LOT LINE TO BE DELETED
EXISTING LOT LINE TO REMAIN
NEW ADJUSTED LOT LINE
O
0
User Name: ASalcedo 0 ® Date: 12-22-05
Project: 1612 Survey Calcs Time: 14:06:06
Create Mapcheck Reports Page: 1
Lot Name: PARCEL "A"
Lot Area (Square Feet): 588702
Lot Area (Acres): 13.515
Course Data:(Mapcheck Through Radius Points Method)
Point
Northing
Basting
Direction
Begin
9739.9900
11231.5959
S43°56144"W
PC
9482.2662
10983.1877
RP
6143.0141
7870.2635
Curve Direction:
CCW
Radial In:
S42°59127"W
D.O.0 Arc:
01-15'18"
D.O.0 Chord:
01015,18"
Radius:
4565,17
Delta angle:
02-57146"
Tangent length:
118.06
Arc length:
236.07
Chord Direction:
N48°29'26"W
Chord length:
236.04
External:
1.53
Middle ordinate:
1.53
Radial Out:
N40-01'41"E
Point
Northing
Fasting
Direction
PT
9638.6999
10806.4302
S00°17'35"E
PC
9627.6701
10806.4867
RP
7629.9658
9303.4305
Curve Direction:
CCW
Radial in:
S36°57127"W
D.O.0 Arc:
02-17131"
D.O.0 Chord:
02°17'31"
Radius:
2500.00
Delta angle:
05-43147"
Tangent length:
125.11
Arc length:
250.01
Chord Direction:
N55°54'26"W
Chord length:
249.90
External:
3.13
Middle ordinate:
3.12
Radial Out:
N31-1314011E
Point
Northing
Basting
Direction
PT
9767.7464
10599.5346
N28-29124"E
9902.2377
10672.5260
N61°30136"W
9973.7885
10540.6909
S28°29'24"W
PC
9841.6458
10468.9732
RP
7629.9673
9303.4354
Curve Direction:
CCW
Radial In:
S27°47120"W
-------------
Distance
357.95
Distance
11.03
Distance
153.02
150.00
150.35
User Name: ASalcedo I Date: 12-22-05
Caicos
Project: 1612 Survey Time: 14:06:06
Create Mapcheck Reports Page: 2
D.O.0 Arc:
02°17'31"
D.O.0 Chord:
02-17131"
Radius:
2500.00
Delta angle:
09-43-18"
Tangent length:
212.60
Arc length:
424.19
Chord Direction:
N67°04119"W
Chord length:
423.68
External:
9.02
Middle ordinate:
8.99
Radial Out:
N18°04102"E
Point
Northing
Easting
Direction Distance
PCC
10006.7006
10078.7670
RP
9479.5393
8051.1758
Curve Direction:
CCW
Radial In:
S75°2513411W
D.O.0 Arc:
02°44'06"
D.O.0 Chord:
02044107"
Radius:
2095.00
Delta angle:
02-56'54"
Tangent length:
53.91
Arc length:
107.80
Chord Direction:
N16°02'53"W
Chord length:
107.79
External:
0.69
Middle ordinate:
0.69
Radial Out:
N72°28140"E
Point
Northing
Easting
Direction Distance
PRC
10110.2928
10048.9683
RP
10115.7122
10066.1331
Curve Direction:
CW
Radial In:
N72°28140"E
D.O.0 Arc:
318-18-36"
D.O.0 Chord:
N/A
Radius:
18.00
Delta angle:
27-42125"
Tangent length:
4.44
Arc length:
8.70
Chord Direction:
NO3°40108"W
Chord length:
8.62
External:
0.54
Middle ordinate:
0.52
Radial Out:
N79°48'55"W
Point
Northing
Easting
Direction Distance
PRC
10118.8950
10048.4168
RP
10133.3944
9967.7088
Curve Direction:
CCW
Radial In:
N79°48'S511W
User Name: ASalcedo 0 ® Date: 12-22-05
Project: 1612 Survey Calcs Time: 14:06:06
Create Mapcheck Reports Page: 3
D.O.0 Arc.
69°52'22"--=---_-__'-___-__"__--__
D.O.0 Chord:
75-08137"
Radius:
82.00
Delta angle:
29-0112111
Tangent length:
21.22
Arc length:
41.54
Chord Direction:
N04°19135"W
Chord length:
41.09
External:
2.70
Middle ordinate:
2.62
Radial Out:
N71°09'44"E
Point
Northing
Easting
Direction
Distance
PCC
10159.8713
10045.3166
RP
9479.5426
8051.1748
Curve Direction:
CCW
Radial In:
S71°09'44"W
D.O.0 Arc:
02-43-10"
D.O.0 Chord:
02-43110"
Radius:
2107.00
Delta angle:
03°16'31"
Tangent length:
60.24
Arc length:
120.45
Chord Direction:
N20°28'31"W
Chord length:
120.43
External:
0.86
Middle ordinate:
0.86
Radial Out:
N67°5311311E
Point
Northing
Easting
Direction
Distance
PT
10272.6919
10003.1899
N22°46'41"E
5.77
10278.0119
10005.4239
N67°06156"E
52.05
PC
10298.2528
10053.3771
RP
10795.7499
9843.3852
Curve Direction:
CCW
Radial In:
N2205310411W
D.O.0 Arc:
10-36137"
D.O.0 Chord:
10037132"
Radius:
540.00
Delta angle:
15052103"
Tangent length:
75.26
Arc length:
149.55
Chord Direction:
N59°10'SS"E
Chord length:
149.07
External:
5.22
Middle ordinate:
5.17
`
Radial Out:
S38°45107"E
Point
Northing
Easting
Direction
Distance
PRC
10374.6238
10181.3982
RP
9742.9345
10688.4176
User Name: ASalcedo
®
Date: 12-22-05
Project:
1612 Survey Ca
Create
Mapcheck Reports
Time: 14:06:06
Page: 4
Curve Direction:
CW
Radial In:
S38°45'07"E
D.O.0 Arc:
07004125"
D.O.0 Chord:
07-04141"
Radius:
810.00
Delta angle:
31-10,05"
Tangent length:
225.91
Arc length:
440.63
Chord Direction:
N66°49156"E
Chord length:
435.22
External:
30.91
Middle ordinate:
29.78
Radial Out:
N07°35102"W
Point
Northing
Easting
Direction
Distance
PRC
10545.8492
10581.5157
RP
11378.5015
10470.6545
Curve Direction:
CCW
Radial In:
N0703510211W
D.O.0 Arc:
06°491151-
D.O.0 Chord:
06-49130"
Radius:
840.00
Delta angle:
13°34'42"
Tangent length:
100.00
Arc length:
199.07
Chord Direction:
N75°37137"E
Chord length:
198.60
External:
5.93
Middle ordinate:
5.89
Radial Out:
S21°0914411E
Point
Northing
Easting
Direction
Distance
PT
10595.1494
10773.9027
S16°3911411E
55.87
PC
10541.6229
10789.9144
RP
10469.9755
10550.4011
Curve Direction:
CW
Radial In:
S73°20146"W
D.O.0 Arc:
22-5510611
D.O.0 Chord:
23-04126"
Radius:
250.00
Delta angle:
20-41122"
Tangent length:
45.63
Arc length:
90.27
Chord Direction:
S06°18'33"E
Chord length:
89.79
External:
4.13
Middle ordinate:
4.06
Radial Out:
S85°57152"E
Point
Northing
Easting
Direction
Distance
PT
10452.3817
10799.7812
SO4°02'08"W
333.46
User Name: ASalcedo ® ® Date: 12-22-05
Project: 1612 Survey Calcs Time: 14:06:06
Create Mapcheck Reports Page: 5
====-= ================= = == == = ========
10119.7485 10776.3138 S50°10'13"E 592.88
End 9740.0040 13.231.6168
Closing Direction: S56013'33"W
Closing Distance: 0.0251
Error of Closure 1 : 156389
User Name: ASalcedo ® ® Date: 12-22-OS
Project: 1612 Survey Calcs Time: 10:35:33
Create Mapcheck Reports Page: 1
Lot Name: PARCEL 'Ig ,,--__________________________________
Lot Area (Square Feet): 411680
Lot Area (Acres): 9.451
Course Data:(Mapcheck Through Radius Points Method)
Point
Northing
Basting
Direction
Distance
Begin
9739.9900
11231.5959
N43°56'44"E
152.65
9849.8979
11337.5311
N00°12113"W
790.73
10640.6229
11334.7211
S89°4714711W
239.56
PC
10639.7716
11095.1626
RP
10719.7711
11094.8783
Curve Direction:
CW
Radial In:
N00°1211311W
D.O.0 Arc:
71°37'll"
D.O.0 Chord:
77°21'52"
Radius:
80.00
Delta angle:
45-27141"
Tangent length:
33.52
Arc length:
63.48
Chord Direction:
N67°28'22"W
Chord length:
61.82
External:
6.74
Middle ordinate:
6.21
Radial Out:
S45°1512811W
Point
Northing
Easting
Direction
Distance
PT
10663.4577
11038.0559
N44°4413211W
91.61
PC
10728.5265
10973.5699
RP
11016.5528
10640.9427
Curve Direction:
CW
Radial In:
N49°06'37"W
D.O.0 Arc:
13-01-18"
D.O.0 Chord:
13-03100"
Radius:
440.00
Delta angle:
23-54145"
Tangent length:
93.17
Arc length:
183.63
Chord Direction:
S52°50146"W
Chord length:
182.30
External:
9.76
Middle ordinate:
9.55
Radial Out:
S25011'52"E
Point
Northing
Easting
Direction
Distance
PCC
10618.4216
10828.2701
RP
11378.4902
10470.6450
Curve Direction:
CW
Radial In:
N25°11'52"W
D.O.0 Arc:
06-49115"
User Name:
ASalcedo
®
Date: 12-22-05
Project:
1612 Survey Ca
Time: 10:35:33
' Create Napcheck
Reports
Page: 2
--------------------------------------------------------------------------------
D.O.0 Chord:
06'49'30"
Radius:
840.00
Delta angle:
04002-08"
Tangent length:
29.59
Arc length:
59.16
Chord Direction:
S66°49112"W
Chord length:
59.15
External:
0.52
Middle ordinate:
0.52
Radial Out:
S21°09'44"E
Point
Northing
Easting
Direction
Distance
PT
10595.1361
10773.8932
S16°3911411E
55.87
PC
10541.6117
10789.9050
RP
10469.9643
10550.3916
Curve Direction:
CW
Radial In:
S73°20'46"W
D.O.0 Arc:
22°55'06"
D.O.0 Chord:
23°04'26"
Radius:
250.00
Delta angle:
20-41122"
Tangent length:
45.63
Arc length:
90.27
Chord Direction:
S06°1813311E
Chord length:
89.79
External:
4.13
Middle ordinate:
4.06
Radial Out:
S85°57152"E
Point
Northing
Easting
Direction
Distance
PT
10452.3704
10799.7718
SO4°02108"W
333.46
10119.7372
10776.3043
S50-101131-E
592.88
End
9739.9927
11231.6074
Closing
Direction:
S76045129"W
Closing
Distance:
0.0118
Error of
Closure
1 : 225545
® 0
City of La Quinta - REQUEST FOR .BENTS
F C E �
COMMUNITY DEVELOPMENT DEPARTMENT
P. 0. Box 1504, La Quinta, CA 922,17 (760) 777-7125 (ph) - 1760(5R-7- 2 (fAXj
CITYp FLAGpIN rF
cOMMUNITV IN TA
T
FROM PROJECT PLANNER: STAN SAWA, PRINCIPAL PLANNER-IssaFrqumia.drg)
DATE: FEBRUARY 2, 2006
The City of La Quinta is conducting an initial environmental study pursuant to the
California Environmental Quality Act (CEQA) for the referenced project(s). Attached is the
information submitted by the project proponent. Your comments are requested with
respect to: 1.) Physical impacts the project presents on public resources, facilities, and/or
services, and 2.) Recommended conditions that your agency believe would mitigate any
potential adverse effects. If you find that the identified impacts will have significant
adverse effects on the environment which cannot be avoided through conditions, please
recommend the scope and focus of additional study(ies) which may be helpful.
X The project is exempt or has previously been reviewed pursuant to CEQA.
CASE(S): Lot Line Adjustment 2006-452
APPLICANT: MSA Consulting, Inc. for CP Development La Quinta, LLC
LOCATION: East side of Washington Street,
south of Miles Avenue
DESCRIPTION: Request to adjust one property
line and eliminate a portion of a second
property line between two parcels to allow medical complex at Centre
Pointe development
AGENCIES REQUESTED TO RESPOND:
Imperial Irrigation District
Desert Sands Unified School District
_ Southern California Gas Company _
Coachella Valley Unified School District
_ Coachella Valley Water District _
C.V. Archaeological Society
Waste Management of the Desert
Building Industry - Desert Council
_ Verizon
La Quinta Chamber of Commerce
Sunline Transit
C.V. Recreation & Parks District
_ U. S. Postal Service - La Quinta
C.V. Mountain Conservancy
_ Riverside County Fire Marshal
U.S. Fish & Wildlife
Riverside County Sheriff's Dept
Department of Fish & Game
_ Time Warner
Caltrans
City of
Interoffice Administration & Departments:
City Manager _ Assistant: City Manager X Community Dev. Staff (DE, Li, F43,
, jW)
X Public Works X Building and Safety _ Community Services
Your response is requested prior to FEBRUARY 17, 2006. If you have any questions,
please contact the noted project planner.
PLEASE RETURN DOCUMENT(S) OR PLAN(S) IF YOU DO NOT NEED THEM. THANK -YOU.
Comments made by: Title:
Comments:
Date: _ Phone #: Agency/Division:
Comments Attached
TO:
FROM:
THRU:
DATE:
RE:
MEMORANDUM
Stan Sawa, Principal Planner
Brian Ching, Associate IEngineer�f-ram
Paul Goble, Senior Engineer
Ilu
March 13, 2006
F-
MAR 17 ?006
i70MbfUN'y� INppL+, f
^FP4FT+ANTPM,ENT '
a
LLA 200X— 452 — Centre Pointe, Parcel Map No. 31116
The Public Works Department has reviewed the documents for the abovementioned lot
line adjustment from MSA Consulting, Inc. from February 2, 2006 and offer the
following comments:
1. On Exhibit B -1 and B — 2:
A. Provide a legend if there is enough room,
B. Show all easements and prohibited access or provide the following
statement:
Note: There are easements and prohibited access to Seeley Drive of record
delineated and referenced on the underlying maps or there may be other
recorded easement within the area being adjusted that are NOT shown on this
document that could encumber said parcels here in.
2. We require that the a condition be imposed on the approval that relocation of
access easements to Seeley Drive from Parcel A and B that access points and
access restrictions be in conformance with conditions of approval for Specific
Plan SP 2001-055, Amendment #2.
Please have MSA Consulting, Inc. make the changes and resubmit for final approval.
If you have any questions, please feel free to contact me at extension 7044.
TAPROJECT DEVELOPMENT DIVISIOMDEVELOPMENT PROJECTSICOA & CORRESPONDENCE\LLA\LLA2005-052\PRELIMCOMMENTSLLLA2005452.DOC
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City of La Quinta - BEQUEST FOR COMMENTS
m
COMMUNITY DEVELOPMENT DEPARTMENT C�>
P. 0. Box 1504, La Quinta, CA 92247 (760) 777-7125 (ph) - (760) 777-1233 (fax) 4=>
FROM PROJECT PLANNER: STAN SHWA, PRINCIPAL PLANNER (ssawa@la-quinta.org)
DATE: FEBRUARY 2, 2006
The City of La Quinta is conducting an initial environmental study pursuant to the
California Environmental Quality Act (CEQA) for the referenced project(s). Attached is the
information submitted by the project proponent. Your comments are requested with
respect to: 1.) Physical impacts the project presents on public resources, facilities, and/or
services, and 2.) Recommended conditions that your agency believe would mitigate any
potential adverse effects. If you find that the identified impacts will have significant
adverse effects on the environment which cannot be avoided through conditions, please
recommend the scope and focus of additional study(ies) which may be helpful.
X The project is exempt or has previously been reviewed pursuant to CEQA.
CASE(S): Lot Line Adjustment 2006-452
APPLICANT: MSA Consulting, Inc. for CP Development La Quinta, LLC
LOCATION: East side of Washington Street,
south of Miles Avenue
DESCRIPTION: Request to adjust one property
line and eliminate a portion of a second
property line between two parcels to allow medical complex at Centre
Pointe development
AGENCIES REQUESTED TO RESPOND:
Imperial Irrigation District _
Desert Sands Unified School District
Southern California Gas Company _
Coachella Valley Unified School District
Coachella Valley Water District _
C.V. Archaeological Society
Waste Management of the Desert _
Building Industry - Desert Council
Verizon
La Quinta Chamber of Commerce
_ Sunline Transit
C.V. Recreation & Parks District
U. S. Postal Service - La Quinta
C.V. Mountain Conservancy
Riverside County Fire Marshal
U.S. Fish & Wildlife
_ Riverside County Sheriff's Dept
Department of Fish & Game
Time Warner
Caltrans
City of
Interoffice Administration & Departments
City Manager _ Assistant City Manager X Community Dev. Staff (DE, LJ, F-437
WN; AM, jW)
X Public Works X Building and Safety _ Community Services
Your response is requested prior to FEBRUARY 17, 2006. If you have any questions,
please contact the noted project planner.
PLEASE RETURN DOCUMENT(S) OR PLAN(S) IF YOU DO NOT NEED THEM. THANK -YOU.
Comments made by: � �0�• �b' Title: c �• -(,�• , ' v,
Date: Phone #: Z o L( Agency/Division: `P UJ
r/ Comments Attached
2
EXHIBIT "A"
LOT LINE ADJUSTMENT NO. 2046- 952
EXISTING LEGAL DESCRIPTION:
IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF
CALIFORNIA, PARCELS 6; 7 AND 8 OF PARCEL MAP NO. 31116, AS,/
SHOWN BY MAP ON FILE IN BOOK 212, AT PAGES 60 THROUGH 66,
INCLUSIVE, OF PARCEL MAPS, RIVERSIDE COUNTY RECORDS, BEING IN
THE SOUTH HALF OF SECTION 19, TOWNSHIP 5 SOUTH, RANGE 7 EAST,
S.B.M. -
Order No.
Escrow No.
Loan No.
WHEN RECORDED MAIL TO:
RICHARD R. OLIPHANT
CENTRE POINTE DEVELOPMENT, LLC
77-900 AVENUE OF THE STATES
PALM DESERT, CA 92211
DOCUMENTARY TRANSFER TAX $.......
.....Computed on the consideration or value of property conveyed; CR
.....Computed on the consideration or value less liens or encumbrances
remaining at time of sale.
Signature of Declarant or Agent determining tax— Firm Name
GRANT DEED
FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged,
CP DEVELOPMENT LA QUINTA, LLC, A Californ'tla Limited Liability Company
hereby GRANT(s) to
CP DEVELOPMENT LA QUINTA, LLC, A California Limited Liability Company
the real property in the City of La Quintal
County of Riverside , State of California, described as
See Exhibits A and B attached hereto and by reference made a part hereof
OTE: This grant deed implements the revised lot configuration to Lot Line Adjusment 2006 - 6!-S2 as approved by the City of La Quinta.
All property subject to this lot line adjustment is owned by a single entity, hence ownership conveyance is a nonessential secondary
function of this deed. The primary function of this deed is to provide constructive notice of the revised lot configurations pursuant to
Govermnent Code Section 66412 (d), and to perfect the intent of the Lot Line Adjustment Z666-452 as approved.
Dated j- tib'LSO
STATE OF CALIFORNIA J O }
COUNTY OF { htVnr�y7tf•�A�',�, }ss.
On t 1i�l.ti4-' before me,
G. tltl 0W �t _
personally appeared:
personally known to me llef"l.efy
-evidence) to be the persons} whose names) islare subscribed to the within
instrument and acknowledged to me that helsheR" executed the same
in hislheAheir authorized capacity(ias), and that by his/hea0wir signa-
tureW on the instrument the person(4) or the entity upon behalf of which
the personM acted, executed the instrument.
WITNESS my hand cat seal.
Signature 1
CP Development La Quinta, LLC, A California Limited
Liability Company
BY: Oliphant Enterprises, Inc., A California
Corporation, Its Mana g artner
BY:
Richard R. Oliphant, sident
C. BRANDOW
Commission • 1521142
£ 0mifComm.Exibires0clI22,2001111
Notary PubBC - COMM00
RNealde Carty
(This area for official notarial seal)
MAIL TAX STATEMENTS TO:
EXHIBIT "A"
LOT LINE ADJUSTMENT NO. L0ej% F32`�,
PARCEL "A":
IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF
CALIFORNIA, PARCEL 6 TOGETHER WITH THAT PORTION OF PARCEL 7
OF PARCEL MAP NO. 31116, AS SHOWN BY MAP ON FILE IN BOOK 212,
AT PAGES 60 THROUGH 66, INCLUSIVE, OF PARCEL MAPS, RIVERSIDE
COUNTY RECORDS, BEING IN THE SOUTH HALF OF SECTION 19,
TOWNSHIP 5 SOUTH, RANGE 7 EAST, S.B.M., MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
BEGINNING AT THE MOST EASTERLY CORNER OF SAID PARCEL 7;
THENCE ALONG THE SOUTHEASTERLY, SOUTHWESTERLY AND
NORTHWESTERLY BOUNDARY LINES OF SAID PARCEL 7 THROUGH THE
FOLLOWING FIVE (5) COURSES:
(1) SOUTH 43-56-44" WEST, A DISTANCE OF 357.95 FEET TO THE
BEGINNING OF A NON -TANGENT CURVE, CONCAVE SOUTHWESTERLY,
HAVING A RADIUS OF 4,565.17 FEET, A RADIAL LINE PASSING THROUGH
SAID POINT BEARS NORTH 42059'27" EAST; ter.
(2) THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE,
THROUGH A CENTRAL ANGLE OF 02957'46", AN ARC DISTANCE OF
236VrEET TO A POINT, A RADIAL LINE PASSING THROUGH SAID
POINT BEARS NORTH 40°01'41" EAST; 1
(3) THENCE NON -TANGENT TO SAID CURVE SOUTH 00°17'35" EAST, A
DISTANCE OF 11`U3 FEET TO THE BEGINNING OF A NON -TANGENT
CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 2,560.00
FEET, A RADIAL LINE PASSING THROUGH SAID POINT BEARS NORTH
360V'27" EAST;
(4) THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE,
THROUGH A CENTRAL ANGLE OF 05-43'47", AN ARC DISTANCE OF
250.0'�FEET TO A POINT, A RADIAL LINE PASSING THROUGH SAID
POINT BEARS NORTH 31°13'40" EAST;
(5) THENCE NON -TANGENT TO SAID CURVE NORTH 28-29-24" EAST, A
DISTANCE OF 153.02 FEET TO AN ANGLE POINT IN THE SOUTH-
EASTERLY BOUNDARY LINE OF SAID PARCEL 6,OF PARCEL MAP NO.
31116;
THENCE LEAVING THE BOUNDARY LINES OF SAID PARCEL 7 AND
]Page 1 of 3
ALONG THE SOUTHWESTERLY, WESTERLY, NORTHERLY AND
EASTERLY LINES OF SAID PARCEL 6 THROUGH THE FOLLOWING
FIFTEEN (15) COURSES:
(1) THENCE NORTH 61°30'36" WEST, A DISTANCE OF 150.00 FEET;
(2) THENCE SOUTH 28029'24" WEST A DISTANCE OF 150.35 FEET TO THE
BEGINNING OF A NON -TANGENT CURVE, CONCAVE SOUTHWESTERLY,
HAVING A RADIUS OF 2,500.00 FEET, A RADIAL LINE PASSING THROUGH
SAID POINT BEARS NORTH 27-47-20" EAST;
(3) THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE,
THROUGH A CENTRAL ANGLE OF 09043'98", AN ARC DISTANCE OF
424.V FEET TO THE BEGINNING OF A NON -TANGENT CURVE, CONCAVE
WESTERLY, HAVING A RADIUS OF 2,095.00 FEET, A RADIAL LINE
PASSING THROUGH SAID POINT BEARS NORTH 75°25 34" EAST;
(4) THENCE NORTHERLY ALONG THE ARC OF LAST SAID CURVE,
THROUGH A CENTRAL ANGLE OF 02056-54", AN ARC DISTANCE OF
107.80-FEET TO THE BEGINNING OF A,REVERSE CURVE CONCAVE
EASTERLY, HAVING A RADIUS OF 18:00 FEET, A RADIAL LINE PASSING
THROUGH SAID POINT BEARS SOUTH 72°28'40" WEST;
(5) THENCE NORTHERLY ALONG THE ARC OF LAST SAID CURVE,
THROUGH A CENTRAL ANGLE OF 27042'25", AN ARC DISTANCE OF,8.70
FEET TO THE BEGINNING OF'A REVERSE CURVE CONCAVE WESTERLY
HAVING A RADIUS OF 82.00 FEET, A RADIAL LINE PASSING THROUGH
SAID POINT BEARS SOUTH 79°�P5" EAST;
(6) THENCE NORTHERLY ALONG THE ARC OF LAST SAID CURVE,
THROUGH A CENTRAL ANGLE OF 29001'21", AN ARC DISTANCE OF 41.54
FEET TO THE BEGINNING OF A COMPOUND CURVE, CONCAVE
WESTERLY, HAVING A RADIUS OF 2,107.00 FEET, A RADIAL LINE
PASSING THROUGH SAID POINT BEARS NORTH 71°09:44" EAST;
(7) THENCE NORTHERLY ALONG THE ARC OF LAST SAID CURVE,
THROUGH A CENTRAL ANGLE OF 03°16'31", AN ARC DISTANCE OF
120.45 FEET;
(8) THENCE NON -TANGENT TO LAST SAID CURVE NORTH 22°46'41"
EAST, A DISTANCE OF 5.77 FEET;
(9) THENCE NORTH 6700W"56" EAST,
BEGINNING OF A TANGENT CURVE,
HAVING A RADIUS OF 540 00 FEET;
A DISTANCE OF 52.05 FEET TO THE
CONCAVE NORTHWESTERLY,
Page 2 of 3
0
(10) THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE,
THROUGH A CENTRAL ANGLE OF 15052'03", AN ARC DISTANCE OF
149.95 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE
SOUTHEASTERLY, HAVING A RADIUS OF 810/60 FEET, A RADIAL LINE
PASSING THROUGH SAID POINT BEARS NORTH 3�5'07" WEST;
(11) THENCE NORTHEASTERLY ALONG THE ARC OF LAST SAID CURVE,
THROUGH A CENTRAL ANGLE OF 31 °4-0'05", AN ARC DISTANCE OF
440.6a,FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE
NORTHERLY, HAVING A RADIUS OF 840-60 FEET, A RADIAL LINE
PASSING THROUGH SAID POINT BEARS SOUTH 07°,35'02" EAST;
(12) THENCE EASTERLY ALONG THE ARC OF LAST SAID CURVE,
THROUGH A CENTRAL ANGLE OF 13.3� 2", AN ARC DISTANCE OF
199.0 FEET;
(13) THENCE NON -TANGENT TO LAST SAID CURVE SOUTH 16 914"
EAST, A DISTANCE OF 5687 FEET TO THE BEGINNING OF A TANGENT
CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 250.00 FEET;
(14) THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, THROUGH
A CENTRAL ANGLE OF 20041'22", AN ARC DISTANCE OF 90.27 FEET;
(15) THENCE TANGENT TO SAID CURVE SOUTH 04°02'08" WEST A
DISTANCE OF 333716 FEET TO THE NORTHWESTERLY PROLONGATION
OF THE NORTHEASTERLY LINE OF SAID PARCEL 7;
THENCE LEAVING SAID BOUNDARY LINES OF PARCEL 6 AND ALONG
SAID PROLONGATION AND SAID NORTHEASTERLY LINE OF PARCEL 7
SOUTH 50010'13" EAST, A DISTANCE OF 592:88 FEET TO THE POINT OF
BEGINNING.
SUBJECT TO EXISTING EASEMENTS, COVENANTS,
RIGHTS AND RIGHTS -OF -WAY OF RECORD.
CONTAINING 588,702 SQUARE FEET
OR 13.51,5 ACRES, MORE OR LESS.
i
Page 3 of 3
E.
EXHIBIT "A"
LOT LINE ADJUSTMENT NO. 2052 ,,
PARCEL "B":
IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF
CALIFORNIA, PARCEL-8 TOGETHER WITH THAT PORTION OF PARCEL 7
OF PARCEL MAP NO. 31116, AS SHOWN BY MAP ON FILE IN BOOK2 2,
AT PAGES 60'THROUGH 66, INCLUSIVE, OF PARCEL MAPS, RIVERSIDE
COUNTY RECORDS, BEING IN THE SOUTH HALF OF SECTION 19,
TOWNSHIP 5 SOUTH, RANGE 7 EAST, S.B.M., MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
BEGINNING AT THE MOST SOUTHERLY CORNER OF SAID PARCEL 8;
1
THENCE ALONG THE SOUTHEASTERLY, EASTERLY AND NORTHERLY
BOUNDARY LINES OF SAID PARCEL 8 THROUGH THE FOLLOWING FIVE
(5) COURSES:
(1) NORTH 43°56'44" EAST, A DISTANCE OF 152.65 FEET;
(2) THENCE NORTH 00°12'13" WEST, A DISTANCE OF 790.73 FEET;
r'
(3) THENCE SOUTH 89°47'47" WEST, A DISTANCE OF 239.56 FEET TO
THE BEGINNING OF A TANGENT CURVE, CONCAVE NORTHEASTERLY,
HAVING A RADIUS OF 80.00 FEET;
(4) THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE,
THROUGH A CENTRAL ANGLE OF 45027'41", AN ARC DISTANCE OF 63.48
FEET;
(5) THENCE TANGENT TO SAID CURVE NORTH 44°44'32" WEST, A
DISTANCE OF 91.61 FEET TO THE BEGINNING OF A NON-TANGEN ,—
CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 441TOO
FEET, A RADIAL LINE PASSING THROUGH SAID POINT BEARS SOUTH
49006'37" EAST;
THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE AND
CONTINUING ALONG SAID NORTHERLY LINE OF PARCEL 8 AND ALONG
THE NORTHERLY LINE OF SAID PARCEL 7, THROUGH A CENTRAL
ANGLE OF 23°5445", AN ARC DISTANCE OF 183 63 FEET TO THE
BEGINNING OF A COMPOUND CURVE, CONCAVE NORTHWESTERLY,
HAVING A RADIUS OF 84 .00 FEET, A RADIAL LINE PASSING THROUGH
SAID POINT BEARS SOUTH 25-1,V52" EAST;
THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE AND
Page 1 of 2
0
CONTINUING ALONG SAID NORTHERLY LINE OF PARCEL 7, THROUGH A
CENTRAL ANGLE OF 0400'08", AN ARC DISTANCE OF 59,1t FEET TO
THE MOST NORTHERLY NORTHWEST CORNER OF SAID PARCEL 7;
THENCE ALONG THE WESTERLY LINES OF SAID PARCEL 7 THROUGH
THE FOLLOWING THREE (3) COURSES:
ul�
(1) SOUTH 16°39'14" EAST AND NON -TANGENT TO LAST SAID CURVE, A
DISTANCE OF 55.87 FEET TO THE BEGINNING OF A TANGENT CURVE,
CONCAVE WESTERLY, HAVING A RADIUS OF 250:00 FEET;
(2) THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, THROUGH A
CENTRAL ANGLE OF 29�41'22", AN ARC DISTANCE OF 90�25 FEET;
(3) THENCE TANGENT TO SAID CURVE SOUTH 04°b2'08" WEST, A
DISTANCE OF 333.46 FEET TO THE NORTHWESTERLY PROLONGATION
OF THE SOUTHWESTERLY LINE OF SAID PARCEL 8;
THENCE LEAVING SAID WESTERLY LINES OF PARCEL 7 AND ALONG
SAID PROLONGATION AND SAID SOUTHWESTERLY LINE OF PARCEL 8,
SOUTH 50°1013" EAST, A DISTANCE OF 592.,88-FEET TO THE POINT OF
BEGINNING.
SUBJECT TO EXISTING EASEMENTS, COVENANTS,
RIGHTS AND RIGHTS -OF -WAY OF RECORD.
CONTAINING 411,680 SQUARE FEET AI L.4%
OR 9.451 ACRES, MORE OR LESS. \0 oNv D. yq
KQN's-
C j
OF ALw
Page 2 of 2
CITY OF LA QUINTA - CERTIFICATE OF LOT LINE ADJUSTMENT
EXHIBIT •B-1• LOT LINE ADJUSTMENT NO. 200c_42
MILES AVENUE
SEE SHEET 2 FOR
NOTATION TABLES
` . Np1. LAAQ \
R1
o eti� oo� m PARCEL �
�0� LB C7
\ 476
R2 9 Ex /30/O6 l�P Q
•
DETAIL Av OF CA��F� Q� PARCEL 9
NOT TO SCALE R13
PARCEL 2 R11 11 !6
CAD
/ pRIVE ,z R12 C/L 70'
C/L 77- ACCESS
ACCESS
PARCEL a G9 R10 �
C/L 80' �t���
i ACCESS O I SLOT LINE TO BE
I/
R9 DELETED
PARCEL •B•
7 R8 20' PEDESTRIAN/ Q° 9.451 AC. 3
N N LANDSCAPE ESMT. p I
Z '� R7 DEDICATED HEREON Q PARCEL
PARCEL 'A® I NEW ADJUSTED o
OZ 516 13.515 AC. LOT LINE Z
R6 PARCEL 0
R4 J `SO
LOT •E• I LOT LINE TO BE
LO I DELETED F S
L R3 R14 PARCEL 7 y.
y;ti•
k R.O.S.
SEE DETAIL •A° R1 \ y
r. AT UPPER LEFT RLg
2
SCALE: 1 " = 2 10'
NE'LY LINE ?
IDMSA CONSULTING, INC. OR 64/54694
MAINH3R0, SMITH & ASSOCIATES, INC R15
Fi.nNNwG CIVH. ENGII MUNG . LANG ScmvEyiNG LEGEND
34200 BoB HOPE DRrve • RANcmo MmAGE s CA 92270 EXISTING LOT LINE TO BE DELETED —
TELEPHoNE (760) 320-98U a FAx (760) 323-7893 EXISTING LOT LINE TO REMAIN
SHEET 1 OF 2 J.N. 1612 NEW ADJUSTED LOT LINE
City of La Quinta - REQUEST FOR COMMENTS
COMMUNITY DEVELOPMENT DEPARTMENT
P. 0. Box 1504, La Quinta, CA 92247 (760) 777-7125 (ph) - (760) 777-1233 (fax)
FROM PROJECT PLANNER: STAN SAWA, PRINCIPAL PLANNER (ssawa@la-quinta.org)
DATE: FEBRUARY 2, 2006
The City of La Quinta is conducting an initial environmental study pursuant to the
California Environmental Quality Act (CEQA) for the referenced project(s). Attached is the
information submitted by the project proponent. Your comments are requested with
respect to: 1 .) Physical impacts the project presents on public resources, facilities, and/or
services, and 2.) Recommended conditions that your agency believe would mitigate any
potential adverse effects. If you find that the identified impacts will have significant
adverse effects on the environment which cannot be avoided through conditions, please
recommend the scope and focus of additional study(ies) which may be helpful.
X The project is exempt or has previously been reviewed pursuant to CEQA.
CASE(S): Lot Line Adjustment 2006-452
APPLICANT: MSA Consulting, Inc. for CP Development La Quinta, LLC
LOCATION: East side of Washington Street, south of Miles Avenue
DESCRIPTION: Request to adjust one property line and eliminate a portion of a second
property line between two parcels to allow medical complex at Centre
Pointe development
AGENCIES REQUESTED TO RESPOND:
_ Imperial Irrigation District Desert Sands Unified School District
_ Southern California Gas Company Coachella Valley Unified School District
_ Coachella Valley Water District C.V. Archaeological Society
_ Waste Management of the Desert Building Industry - Desert Council
_ Verizon La Quinta Chamber of Commerce
_ Sunline Transit C.V. Recreation & Parks District
U. S. Postal Service - La Quinta C.V. Mountain Conservancy
_ Riverside County Fire Marshal U.S. Fish & Wildlife
_ Riverside County Sheriff's Dept Department of Fish & Game
_ Time Warner Caltrans
City of
Interoffice Administration & Departments:
_ City Manager _ Assistant City Manager X Community Dev. Staff (DE, LJ, €67
X Public Works X Building and Safety _ Community Services
Your response is requested prior to FEBRUARY 17, 2006. If you have any questions,
please contact the noted project planner.
PLEASE RETURN DOCUMENT(S) OR PLAN(S) IF YOU DO NOT NEED THEM. THANK -YOU.
Comments made by:
Comments: No r
Date: Phone #:
Comments Attached
Division:
411
City of La Quinta - REQUEST FOR COMMENTS
COMMUNITY DEVELOPMENT DEPARTMENT
P. O. Box 1504, La Quinta, CA 92247 (760) 777-7125 (ph) - (760) 777-1233 (fax) Cn%
Gd7
FROM PROJECT PLANNER: STAN SAWA, PRINCIPAL PLANNER (ssawa@la-quinta.org)
DATE: FEBRUARY 2, 2006
i ne ctty or La Quinta is conducting an initial environmental study pursuant to the
California Environmental Quality Act (CEQA) for the referenced project(s). Attached is the
information submitted by the project proponent. Your comments are requested with
respect to: 1.) Physical impacts the project presents on public resources, facilities, and/or
services, and 2.) Recommended conditions that your agency believe would mitigate any
potential adverse effects. If you find that the identified impacts will have significant
adverse effects on the environment which cannot be avoided through conditions, please
recommend the scope and focus of additional study(ies) which may be helpful.
X The project is exempt or has previously been reviewed pursuant to CEQA.
CASEIS►: Lot Line Adjustment 2006-452
APPLICANT: MSA Consulting, Inc. for CP Development La Quinta, LLC
LOCATION: East side of Washington Street,
south of Miles Avenue
DESCRIPTION: Request to adjust one property
line and eliminate a portion of a second
property line between two parcels to allow medical complex at Centre
Pointe development
AGENCIES REQUESTED TO RESPOND:
Imperial Irrigation District _
Desert Sands Unified School District
Southern California Gas Company _
Coachella Valley Unified School District
_ Coachella Valley Water District _
C.V. Archaeological Society
Waste Management of the Desert _
Building Industry - Desert Council
Verizon
La Quinta Chamber of Commerce
Sunline Transit
C.V. Recreation & Parks District
U. S. Postal Service - La Quinta
C.V. Mountain Conservancy
Riverside County Fire Marshal
U.S. Fish & Wildlife
_ Riverside County Sheriff's Dept
Department of Fish & Game
Time Warner
Caltrans
City of
Interoffice Administration & Departments:
City Manager _ Assistant City Manager X Community Dev. Staff (DE, LJ, FS
W�1
X Public Works X Building and Safety _ Community Services
Your response is requested prior to FEBRUARY 17, 2006. If you have any questions,
please contact the noted project planner.
PLEASE RETURN DOCUMENTIS) OR PLAN(S) IF YOU DO NOT NEED THEM THANK -YOU
Comments made by: Title:
Comments:
Date: Phone #: Agency/Division:
Comments Attached
EXHIBIT "A"
LOT LINE ADJUSTMENT NO.
EXISTING LEGAL DESCRIPTION:
IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF
CALIFORNIA, PARCELS 6, 7 AND 8 OF PARCEL MAP NO, 31116, AS
SHOWN BY MAP ON FILE IN BOOK 212, AT PAGES 60 THROUGH 66,
INCLUSIVE, OF PARCEL MAPS, RIVERSIDE COUNTY RECORDS, BEING IN
THE SOUTH HALF OF SECTION 19, TOWNSHIP 5 SOUTH, RANGE 7 EAST,
S.B.M.
Order No.
Escrow No.
Loan No.
WHEN RECORDED MAIL TO:
RICHARD R. OLIPHANT
CENTRE POINTE DEVELOPMENT, LLC
77-900 AVENUE OF THE STATES
PALM DESERT, CA 92211
DOCUMENTARY TRANSFER TAX $ .........................................
..Computed on the consideration or value of property conveyed; OR
..Computed on the consideration or value less liens or encumbrances
remaining at time of sale.
Signature of Declarant or Agent determining tax - Firm Name
GRANT DEED
FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged,
CP DEVELOPMENT LA QUINTA, LLC, A California Limited Liability Company
hereby GRANT(s) to
CP DEVELOPMENT LA QUINTA, LLC, A California Limited Liability Company
the real property in the City of La Quinta
County of Riverside
See Exhibits A and B attached hereto and by reference made a part hereof
State of California, described as
NOTE: This grant deed implements the revised lot configuration to Lot Line Adjusment --_as approved by the City of La Quinta.
All property subject to this lot line adjustment is owned by a single entity, hence ownership conveyance is a nonessential secondary
function of this deed. The primary function of this deed is to provide constructive notice of the revised lot configurations pursuant to
Govermnent Code Section 66412 (d), and to perfect the intent of the Lot Line Adjustment as approved.
Dated I - 11b I Z.CW
STATE OF CALIF05NIA )
COUNTY OF {{ 1 II ° h\yt� �A�
}ss.
On I' 12-cotr before me,
0 1 NA-l" OW i k,
personally appeared:
ivtcy)W 'f)- b(t0-lcu� I, t—
personally known to me far -pre "liaetefy
evidence) to be the persons) whose namets) Ware subscribed to the within
instrument and acknowledged to me that helsheHiaey executed the same
in his/he4lheir authorized capacity(ws), and that by his/he4t4air signa-
ture* on the instrument the person(,) or the entity upon behalf of which
the personM acted, executed the instrument.
WITNESS my hand J�ciiaalfs�eal,l,�(,]�
Signature �J1t/V tVwV�
CP Development La Quinta LLC A California Limited
Liability Company
BY: Oliphant Enterprises, Inc., A California
Corporation, Its Mana irSg artner
BY:
Richard R. Oliphant, P sident
(This area for official notarial seal)
MAIL TAX STATEMENTS TO:
A
EXHIBIT "A"
LOT LINE ADJUSTMENT NO.
PARCEL "A":
IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF
CALIFORNIA, PARCEL 6 TOGETHER WITH THAT PORTION OF PARCEL 7
OF PARCEL MAP NO. 31116, AS SHOWN BY MAP ON FILE IN BOOK 212,
AT PAGES 60 THROUGH 66, INCLUSIVE, OF PARCEL MAPS, RIVERSIDE
COUNTY RECORDS, BEING IN THE SOUTH HALF OF SECTION 19,
TOWNSHIP 5 SOUTH, RANGE 7 EAST, S.B.M., MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
BEGINNING AT THE MOST EASTERLY CORNER OF SAID PARCEL 7;
THENCE ALONG THE SOUTHEASTERLY, SOUTHWESTERLY AND
NORTHWESTERLY BOUNDARY LINES OF SAID PARCEL 7 THROUGH THE
FOLLOWING FIVE (5) COURSES:
(1) SOUTH 43°56'44" WEST, A DISTANCE OF 357.95 FEET TO THE
BEGINNING OF A NON-TANGE14T CURVE, CONCAVE SOUTHWESTERLY,
HAVING A RADIUS OF 4,565.17 FEET, A RADIAL LINE PASSING THROUGH
SAID POINT BEARS NORTH 42"59'27" EAST;
(2) THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE,
THROUGH A CENTRAL ANGLE OF 02057'46", AN ARC DISTANCE OF
236.07 FEET TO A POINT, A RADIAL LINE PASSING THROUGH SAID
POINT BEARS NORTH 40°01'41" EAST;
(3) THENCE NON -TANGENT TO SAID CURVE SOUTH 00017'35" EAST, A
DISTANCE OF 11.03 FEET TO THE BEGINNING OF A NON -TANGENT
CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 2,500.00
FEET, A RADIAL LINE PASSING THROUGH SAID POINT BEARS NORTH
36"57'27" EAST;
(4) THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE,
THROUGH A CENTRAL ANGLE OF 05043'47", AN ARC DISTANCE OF
250.01 FEET TO A POINT, A RADIAL LINE PASSING THROUGH SAID
POINT BEARS NORTH 31°13'40" EAST;
(5) THENCE NON -TANGENT TO SAID CURVE NORTH 28029'24" EAST, A
DISTANCE OF 153.02 FEET TO AN ANGLE POINT IN THE SOUTH-
EASTERLY BOUNDARY LINE OF SAID PARCEL 6 OF PARCEL MAP NO.
31116;
THENCE LEAVING THE BOUNDARY LINES OF SAID PARCEL 7 AND
Page 1 of 3
El
ALONG THE SOUTHWESTERLY, WESTERLY, NORTHERLY AND
EASTERLY LINES OF SAID PARCEL 6 THROUGH THE FOLLOWING
FIFTEEN (15) COURSES:
(1) THENCE NORTH 61-30-36" WEST, A DISTANCE OF 150.00 FEET;
(2) THENCE SOUTH 28°29'24" WEST A DISTANCE OF 150.35 FEET TO THE
BEGINNING OF A NON -TANGENT CURVE, CONCAVE SOUTHWESTERLY,
HAVING A RADIUS OF 2,500.00 FEET, A RADIAL LINE PASSING THROUGH
SAID POINT BEARS NORTH 27047'20" EAST;
(3) THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE,
THROUGH A CENTRAL ANGLE OF 09043'18", AN ARC DISTANCE OF
424.19 FEET TO THE BEGINNING OF A NON -TANGENT CURVE, CONCAVE
WESTERLY, HAVING A RADIUS OF 2,095.00 FEET, A RADIAL LINE
PASSING THROUGH SAID POINT BEARS NORTH 75025'34" EAST;
(4) THENCE NORTHERLY ALONG THE ARC OF LAST SAID CURVE,
THROUGH A CENTRAL ANGLE OF 02056'54", AN ARC DISTANCE OF
107.80 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE
EASTERLY, HAVING A RADIUS OF 18.00 FEET, A RADIAL LINE PASSING
THROUGH SAID POINT BEARS SOUTH 72028'40" WEST;
(5) THENCE NORTHERLY ALONG THE ARC OF LAST SAID CURVE,
THROUGH A CENTRAL ANGLE OF 27042'25", AN ARC DISTANCE OF 8.70
FEET TO THE BEGINNING OF A, REVERSE CURVE CONCAVE WESTERLY,
HAVING A RADIUS OF 82.00 FEET, A RADIAL LINE PASSING THROUGH
SAID POINT BEARS SOUTH 79048'55" EAST;
(6) THENCE NORTHERLY ALONG THE ARC OF LAST SAID CURVE,
THROUGH A CENTRAL ANGLE OF 29001'21", AN ARC DISTANCE OF 41.54
FEET TO THE BEGINNING OF A COMPOUND CURVE, CONCAVE
WESTERLY, HAVING A RADIUS OF 2,107.00 FEET, A RADIAL LINE
PASSING THROUGH SAID POINT BEARS NORTH 71009'44" EAST;
(7) THENCE NORTHERLY ALONG THE ARC OF LAST SAID CURVE,
THROUGH A CENTRAL ANGLE OF 03016'31", AN ARC DISTANCE OF
120.45 FEET;
(8) THENCE NON -TANGENT TO LAST SAID CURVE NORTH 22046'41"
EAST, A DISTANCE OF 5.77 FEET;
(9) THENCE NORTH 67°06'56" EAST, A DISTANCE OF 52.05 FEET TO THE
BEGINNING OF A TANGENT CURVE, CONCAVE NORTHWESTERLY,
HAVING A RADIUS OF 540.00 FEET;
Page 2 of 3
0 �
(10) THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE,
THROUGH A CENTRAL ANGLE OF 15°52'03", AN ARC DISTANCE OF
149.55 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE
SOUTHEASTERLY, HAVING A RADIUS OF 810.00 FEET, A RADIAL LINE
PASSING THROUGH SAID POINT BEARS NORTH 38045'07" WEST;
(11) THENCE NORTHEASTERLY ALONG THE ARC OF LAST SAID CURVE,
THROUGH A CENTRAL ANGLE OF 31-10-05", AN ARC DISTANCE OF
440.63 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE
NORTHERLY, HAVING A RADIUS OF 840.00 FEET, A RADIAL LINE
PASSING THROUGH SAID POINT BEARS SOUTH 07035'02" EAST;
(12) THENCE EASTERLY ALONG THE ARC OF LAST SAID CURVE,
THROUGH A CENTRAL ANGLE OF 13°34'42", AN ARC DISTANCE OF
199.07 FEET;
(13) THENCE NON -TANGENT TO LAST SAID CURVE SOUTH 16°39'14"
EAST, A DISTANCE OF 55.87 FEET TO THE BEGINNING OF A TANGENT
CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 250.00 FEET;
(14) THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, THROUGH
A CENTRAL ANGLE OF 20041'22", AN ARC DISTANCE OF 90.27 FEET;
(15) THENCE TANGENT TO SAID CURVE SOUTH 04°02'08" WEST A
DISTANCE OF 333.46 FEET TO THE NORTHWESTERLY PROLONGATION
OF THE NORTHEASTERLY LINE OF SAID PARCEL 7;
THENCE LEAVING SAID BOUNDARY LINES OF PARCEL 6 AND ALONG
SAID PROLONGATION AND SAID NORTHEASTERLY LINE OF PARCEL 7
SOUTH 50010'13" EAST, A DISTANCE OF 592.88 FEET TO THE POINT OF
BEGINNING.
SUBJECT TO EXISTING EASEMENTS, COVENANTS,
RIGHTS AND RIGHTS -OF -WAY OF RECORD.
ND
CONTAINING 588,702 SQUARE FEET ONP
OR 13.515 ACRES, MORE OR LESS. �i coo D.
MgoMgo,
\� OF CAS-\F
Page 3 of 3
EXHIBIT "A"
LOT LINE ADJUSTMENT NO.
PARCEL "B":
IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF
CALIFORNIA, PARCEL 8 TOGETHER WITH THAT PORTION OF PARCEL
OF PARCEL MAP NO. 31116, AS SHOWN BY MAP ON FILE IN BOOK 212,
AT PAGES 60 THROUGH 66, INCLUSIVE, OF PARCEL MAPS, RIVERSIDE
COUNTY RECORDS, BEING IN THE SOUTH HALF OF SECTION 19,
TOWNSHIP 5 SOUTH, RANGE 7 EAST, S.B.M., MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
BEGINNING AT THE MOST SOUTHERLY CORNER OF SAID PARCEL 8;
THENCE ALONG THE SOUTHEASTERLY, EASTERLY AND NORTHERLY
BOUNDARY LINES OF SAID PARCEL 8 THROUGH THE FOLLOWING FIVE
(5) COURSES:
(1) NORTH 43°56'44" EAST, A DISTANCE OF 152.65 FEET;
(2) THENCE NORTH 00-12-13" WEST, A DISTANCE OF 790.73 FEET;
(3) THENCE SOUTH 89°47'47" WEST, A DISTANCE OF 239.56 FEET TO
THE BEGINNING OF A TANGENT CURVE, CONCAVE NORTHEASTERLY,
HAVING A RADIUS OF 80.00 FEET;
(4) THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE,
THROUGH A CENTRAL ANGLE OF 45027'41", AN ARC DISTANCE OF 63.48
FEET;
(5) THENCE TANGENT TO SAID CURVE NORTH 44°44'32" WEST, A
DISTANCE OF 91.61 FEET TO THE BEGINNING OF A NON -TANGENT
CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 440.00
FEET, A RADIAL LINE PASSING THROUGH SAID POINT BEARS SOUTH
49006'37" EAST;
THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE AND
CONTINUING ALONG SAID NORTHERLY LINE OF PARCEL 8 AND ALONG
THE NORTHERLY LINE OF SAID PARCEL 7, THROUGH A CENTRAL
ANGLE OF 23054'45", AN ARC DISTANCE OF 183.63 FEET TO THE
BEGINNING OF A COMPOUND CURVE, CONCAVE NORTHWESTERLY,
HAVING A RADIUS OF 840.00 FEET, A RADIAL LINE PASSING THROUGH
SAID POINT BEARS SOUTH 25011'52" EAST;
THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE AND
Page 1 of 2
11
CONTINUING ALONG SAID NORTHERLY LINE OF PARCEL 7, THROUGH A
CENTRAL ANGLE OF 04002'08", AN ARC DISTANCE OF 59.16 FEET TO
THE MOST NORTHERLY NORTHWEST CORNER OF SAID PARCEL 7;
THENCE ALONG THE WESTERLY LINES OF SAID PARCEL 7 THROUGH
THE FOLLOWING THREE (3) COURSES:
(1) SOUTH 16-39-14" EAST AND NON -TANGENT TO LAST SAID CURVE, A
DISTANCE OF 55.87 FEET TO THE BEGINNING OF A TANGENT CURVE,
CONCAVE WESTERLY, HAVING A RADIUS OF 250.00 FEET;
(2) THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, THROUGH A
CENTRAL ANGLE OF 20041'22", AN ARC DISTANCE OF 90.27 FEET;
(3) THENCE TANGENT TO SAID CURVE SOUTH 04°02'08" WEST, A
DISTANCE OF 333.46 FEET TO THE NORTHWESTERLY PROLONGATION
OF THE SOUTHWESTERLY LINE OF SAID PARCEL 8;
THENCE LEAVING SAID WESTERLY LINES OF PARCEL 7 AND ALONG
SAID PROLONGATION AND SAID SOUTHWESTERLY LINE OF PARCEL 8,
SOUTH 50010'13" EAST, A DISTANCE OF 592.88 FEET TO THE POINT OF
BEGINNING.
SUBJECT TO EXISTING EASEMENTS, COVENANTS,
RIGHTS AND RIGHTS -OF -WAY OF RECORD.
OR 9.451 1,ACRES, MOREING 411,680 OORRLE:SS. �ONP
s�F OF
Page 2 of 2
CITY OF LA QUINTA - CERTIFICATE OF LOT LINE ADJUSTMENT
EXHIBIT 'B-1' I LOT LINE ADJUSTMENT NO. _
MILES AVENUE
SEE SHEET 2 FOR
ANNOTATION TABLES
pNp`1- LAND S,
R1 y5` OHY DY9
�c Ls
\� Ex /30/06 a
476
R2
DETAIL 'A' OF 0�\F�
NOT TO SCALE R13
C p°Gl° G3C��d R11
C/L 70'
ACCESS ACCESS
G9 R10
pG°QG�C�C�d �
C/L 80' �q��
ACCESS 0 I SLOT LINE TO BE
R9 �O°o I -DELETED
PARCEL 'B'
'y RS 20' PEDESTRIAN/ °° °0 9.451 AC.
(p (P LANDSCAPE ESMT.
—� R7 DEDICATED HEREON
;A PARCEL 'A' I NEW ADJUSTED
0 R516 13.515 AC. LOT LINE
R6
LOT 'E'
SCALE: 1 " = 200'
J'
S�,
16.
ZR14
LOT LINE TO BEDELETEDLSg ?q
pQG3C EL 7
P.O.B.
SEE DETAIL 'A'
AT UPPER LEFT
MSA CONSULTING, INC.
MAD, SMI7'II & ASSOCIATES, INC.
PLANNBJG INIERCIVU. EN(HNEERING ■ LAND SURVEYING
34200 BOB HOPE DRIVE u RANCHO MIRAGE ■ CA 92270
AD TELEPHONE (760) 320-9811 • FAx (760) 323-7893
SHEET 1 OF 2 J.N. 1612
NE'LY LINE —
OR 64/54694
LEGEND
EXISTING LOT LINE TO BE DELETED —
EXISTING LOT LINE TO REMAIN
NEW ADJUSTED LOT LINE
am limp
'0 SMITH& Ass6o,
IDPLANNING e CIVIL ENGINEERING III LAND SURVEYING
Letter of Transmittal
Date: March 22, 2006
Job #: 1612.22
To: Stan Sawa Principal Planner
Via: Hand Delivery
CITY OF LA QUINTA Community Development Departmen
78-495 Calle Tampico P.O. Box 1504, 92247
La Quinta, California 92247-1504
From: Tony Maddox " iNla
,:.illNlTV oEVOPMENT
ter,, .� r
Re: LLA 2006-452 (Par. 6, 7, & 8 of PM 31116)
Project: Centre Pointe, La Quinta
CC: Lisa D. Carr, Ali Tourkaman, Rick Jacobs, Richard Oliphant
❑ Urgent ❑ For Review ❑ Please Comment ® As Requested
❑ Other
QTY.
ITEM
1
The City's original redlined comments and instructions 7'
1
Stamped & wet signed revised Exhibits "A" and "B"
s Comments: Stan — we have made the requested changes and are resubmitting for final approval. If you have any
questions, please feel free to contact our office. Thank you.
34200 BOB HOPE DRIVE ® RANCHO MIRAGE ® CALIFORNIA R 92270
760.320-9811 M 760.323-7893 fax ■ www.MSACONSULTINGINC.com
EXHIBIT "A"
LOT LINE ADJUSTMENT NO. 2006-452
EXISTING LEGAL DESCRIPTION:
IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF
CALIFORNIA, PARCELS 6,7 AND 8 OF PARCEL MAP NO. 31116, AS
SHOWN BY MAP ON FILE IN BOOK 212, AT PAGES 60 THROUGH 66,
INCLUSIVE, OF PARCEL MAPS, RIVERSIDE COUNTY RECORDS, BEING IN
THE SOUTH HALF OF SECTION 19, TOWNSHIP 5 SOUTH, RANGE 7 EAST,
S.B.M.
EXHIBIT "A"
LOT LINE ADJUSTMENT NO. 2006-452
PARCEL "A":
IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF
CALIFORNIA, PARCEL 6 TOGETHER WITH THAT PORTION OF PARCEL
OF PARCEL MAP NO. 31116, AS SHOWN BY MAP ON FILE IN BOOK 212,
AT PAGES 60 THROUGH 66, INCLUSIVE, OF PARCEL MAPS, RIVERSIDE
COUNTY RECORDS, BEING IN THE SOUTH HALF OF SECTION 19,
TOWNSHIP 5 SOUTH, RANGE 7 EAST, S.B.M., MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
BEGINNING AT THE MOST EASTERLY CORNER OF SAID PARCEL 7;
THENCE ALONG THE SOUTHEASTERLY, SOUTHWESTERLY AND
NORTHWESTERLY BOUNDARY LINES OF SAID PARCEL 7 THROUGH THE
FOLLOWING FIVE (5) COURSES:
(1) SOUTH 43°56'44" WEST, A DISTANCE OF 357.95 FEET TO THE
BEGINNING OF A NON -TANGENT CURVE, CONCAVE SOUTHWESTERLY,
HAVING A RADIUS OF 4,565.17 FEET, A RADIAL LINE PASSING THROUGH
SAID POINT BEARS NORTH 42059'27" EAST;
(2) THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE,
THROUGH A CENTRAL ANGLE OF 02057'46", AN ARC DISTANCE OF
236.07 FEET TO A POINT, A RADIAL LINE PASSING THROUGH SAID
POINT BEARS NORTH 40°01'41" EAST;
(3) THENCE NON -TANGENT TO SAID CURVE SOUTH 00°17'35" EAST, A
DISTANCE OF 11.03 FEET TO THE BEGINNING OF A NON -TANGENT
CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 2,500.00
FEET, A RADIAL LINE PASSING THROUGH SAID POINT BEARS NORTH
36°57'27" EAST;
(4) THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE,
THROUGH A CENTRAL ANGLE OF 05043'47", AN ARC DISTANCE OF
250.01 FEET TO A POINT, A RADIAL LINE PASSING THROUGH SAID
POINT BEARS NORTH 31°13'40" EAST;
(5) THENCE NON -TANGENT TO SAID CURVE NORTH 28°29'24" EAST, A
DISTANCE OF 153.02 FEET TO AN ANGLE POINT IN THE SOUTH-
EASTERLY BOUNDARY LINE OF SAID PARCEL 6 OF PARCEL MAP NO.
31116;
THENCE LEAVING THE BOUNDARY LINES OF SAID PARCEL 7 AND
Page 1 of 3
ALONG THE SOUTHWESTERLY, WESTERLY, NORTHERLY AND
EASTERLY LINES OF SAID PARCEL 6 THROUGH THE FOLLOWING
FIFTEEN (15) COURSES:
(1) THENCE NORTH 61°30'36" WEST, A DISTANCE OF 150.00 FEET;
(2) THENCE SOUTH 28°29'24" WEST A DISTANCE OF 150.35 FEET TO THE
BEGINNING OF A NON -TANGENT CURVE, CONCAVE SOUTHWESTERLY,
HAVING A RADIUS OF 2,500.00 FEET, A RADIAL LINE PASSING THROUGH
SAID POINT BEARS NORTH 27047'20" EAST;
(3) THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE,
THROUGH A CENTRAL ANGLE OF 09043'18", AN ARC DISTANCE OF
424.19 FEET TO THE BEGINNING OF A NON -TANGENT CURVE, CONCAVE
WESTERLY, HAVING A RADIUS OF 2,095.00 FEET, A RADIAL LINE
PASSING THROUGH SAID POINT BEARS NORTH 75025'34" EAST;
(4) THENCE NORTHERLY ALONG THE ARC OF LAST SAID CURVE,
THROUGH A CENTRAL ANGLE OF 02056'54", AN ARC DISTANCE OF
107.80 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE
EASTERLY, HAVING A RADIUS OF 18.00 FEET, A RADIAL LINE PASSING
THROUGH SAID POINT BEARS SOUTH 72028'40" WEST;
(5) THENCE NORTHERLY ALONG THE ARC OF LAST SAID CURVE,
THROUGH A CENTRAL ANGLE OF 27042'25", AN ARC DISTANCE OF 8.70
FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY,
HAVING A RADIUS OF 82.00 FEET, A RADIAL LINE PASSING THROUGH
SAID POINT BEARS SOUTH 79048'55" EAST;
(6) THENCE NORTHERLY ALONG THE ARC OF LAST SAID CURVE,
THROUGH A CENTRAL ANGLE OF 29001'21", AN ARC DISTANCE OF 41.54
FEET TO THE BEGINNING OF A COMPOUND CURVE, CONCAVE
WESTERLY, HAVING A RADIUS OF 2,107.00 FEET, A RADIAL LINE
PASSING THROUGH SAID POINT BEARS NORTH 71009'44" EAST;
(7) THENCE NORTHERLY ALONG THE ARC OF LAST SAID CURVE,
THROUGH A CENTRAL ANGLE OF 03016'31", AN ARC DISTANCE OF
120.45 FEET;
(8) THENCE NON -TANGENT TO LAST SAID CURVE NORTH 22046'41"
EAST, A DISTANCE OF 5.77 FEET;
(9) THENCE NORTH 67-06-56" EAST,
BEGINNING OF A TANGENT CURVE,
HAVING A RADIUS OF 540.00 FEET;
A DISTANCE OF 52.05 FEET TO THE
CONCAVE NORTHWESTERLY,
Page 2 of 3
(10) THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE,
THROUGH A CENTRAL ANGLE OF 15052'03", AN ARC DISTANCE OF
149.55 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE
SOUTHEASTERLY, HAVING A RADIUS OF 810.00 FEET, A RADIAL LINE
PASSING THROUGH SAID POINT BEARS NORTH 38045'07" WEST;
(11) THENCE NORTHEASTERLY ALONG THE ARC OF LAST SAID CURVE,
THROUGH A CENTRAL ANGLE OF 31010'05", AN ARC DISTANCE OF
440.63 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE
NORTHERLY, HAVING A RADIUS OF 840.00 FEET, A RADIAL LINE
PASSING THROUGH SAID POINT BEARS SOUTH 07035'02" EAST;
(12) THENCE EASTERLY ALONG THE ARC OF LAST SAID CURVE,
THROUGH A CENTRAL ANGLE OF 13034'42", AN ARC DISTANCE OF
199.07 FEET;
(13) THENCE NON -TANGENT TO LAST SAID CURVE SOUTH 16°39'14"
EAST, A DISTANCE OF 55.87 FEET TO THE BEGINNING OF A TANGENT
CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 250.00 FEET;
(14) THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, THROUGH
A CENTRAL ANGLE OF 20041'22", AN ARC DISTANCE OF 90.27 FEET;
(15) THENCE TANGENT TO SAID CURVE SOUTH 04002'08" WEST A
DISTANCE OF 333.46 FEET TO THE NORTHWESTERLY PROLONGATION
OF THE NORTHEASTERLY LINE OF SAID PARCEL 7;
THENCE LEAVING SAID BOUNDARY LINES OF PARCEL 6 AND ALONG
SAID PROLONGATION AND SAID NORTHEASTERLY LINE OF PARCEL 7
SOUTH 50010" 3" EAST, A DISTANCE OF 592.88 FEET TO THE POINT OF
BEGINNING.
SUBJECT TO EXISTING EASEMENTS, COVENANTS,
RIGHTS AND RIGHTS -OF -WAY OF RECORD.
\pNp 1. LAA/p
CONTAINING 588,702 SQUARE FEETwon
OR 13.515 ACRES, MORE OR LESS. G��oNY D. yqo`
Page 3 of 3
User Name: ASalcedo ® Date: 12-22-05
Project: 1612 Survey Ca s Time: 14:06:06
Create Mapcheck Reports Page: 1
Lot Name: PARCEL ..A"_-=__________-____-_________________
Lot Area (Square Feet): 588702
Lot Area (Acres): 13.515
Course Data:(Mapcheck Through Radius Points Method)
Point
Northing
Easting
Direction
Distance
Begin
9739.9900
11231.5959
S43°56'44"W
357.95
PC
9482.2662
10983.1877
RP
6143.0141
7870.2835
Curve Direction:
CCW
Radial In:
S42°59127"W
D.O.0 Arc:
01-15,18"
D.O.0 Chord:
01-15,18"
Radius:
4565.17
Delta angle:
02-57146"
Tangent length:
118.06
Arc length:
236.07
Chord Direction:
N48°2912611W
Chord length:
236.04
External:
1.53
Middle ordinate:
1.53
Radial Out:
N4000114111E
Point
Northing
Easting
Direction
Distance
PT
9638.6999
10806.4302
S00°17135"E
11.03
PC
9627.6701
10806.4867
RP
7629.9658
9303.4305
Curve Direction:
CCW
Radial In:
S36°57127"W
D.O.0 Arc:
02°17131"
D.O.0 Chord:
02-1713111
Radius:
2500.00
Delta angle:
05043'47"
Tangent length:
125.11
Arc length:
250.01
Chord Direction:
N550541261-W
Chord length:
249.90
External:
3.13
Middle ordinate:
3.12
Radial Out:
N31°13140"E
Point
Northing
Easting
Direction
Distance
PT
9767.7484
10599.5346
N28°29124"E
153.02
9902.2377
10672.5260
N61°30136"W
150.00
9973.7885
10540.6909
S28°29124"W
150.35
PC
9841.6458
10468.9732
RP
7629.9673
9303.4354
Curve Direction:
CCW
Radial In:
S27°47'2011W
User Name: ASalcedo
Project: 1612 Survey Ca
Create Mapcheck Reports
Date: 12-22-05
Time: 14:06:06
Page: 2
D.O.0 Arc:
02-17-3111
D.O.0 Chord:
02-17131"
Radius:
2500.00
Delta angle:
09°43118"
Tangent length:
212.60
Arc length:
424.19
Chord Direction:
N67°04119"W
Chord length:
423.68
External:
9.02
Middle ordinate:
8.99
Radial Out:
N18°04102"E
Point
Northing
Easting
Direction Distance
PCC
10006.7006
10078.7670
RP
9479.5393
8051.1758
Curve Direction:
CCW
Radial In:
S75°2513411W
D.O.0 Arc:
02-44106"
D.O.0 Chord:
02-44107"
Radius:
2095.00
Delta angle:
02-56154"
Tangent length:
53.91
Arc length:
107.80
Chord Direction:
N16°02153"W
Chord length:
107.79
External:
0.69
Middle ordinate:
0.69
Radial out:
N72°28140"E
Point
Northing
Easting
Direction Distance
PRC
10110.2928
10048.9683
RP
10115.7122
10066.1331
Curve Direction:
CW
Radial In:
N72°2814011E
D.O.0 Arc:
318°18136"
D.O.0 Chord:
N/A
Radius:
18.00
Delta angle:
27°42125"
Tangent length:
4.44
Arc length:
8.70
Chord Direction:
N03040'08"W
Chord length:
8.62
External:
0.54
Middle ordinate:
0.52
Radial Out:
N79°48155"W
Point
Northing
Easting
Direction Distance
PRC
10118.8950
10048.4168
RP
10133.3944
9967.7088
Curve Direction:
CCW
Radial In:
N79°48'55"W
User Name: ASalcedo
As
Date: 12-22-05
Project:
1612 Survey
Create
Mapcheck Reports
Time: 14:06:06
Page: 3
D.O.0 Arc:
69-52122„
D.O.0 Chord:
75-0813711
Radius:
82.00
Delta angle:
29001121"
Tangent length:
21.22
Arc length:
41.54
Chord Direction:
N04°19135"W
Chord length:
41.09
External:
2.70
Middle ordinate:
2.62
Radial Out:
N71°09'44"E
Point
Northing
Fasting
Direction
Distance
PCC
10159.8713
10045.3166
RP
9479.5426
8051.1748
Curve Direction:
CCW
Radial In:
S71°09144"W
D.O.0 Arc:
02-43110"
D.O.0 Chord:
02°43110"
Radius:
2107.00
Delta angle:
03-16131"
Tangent length:
60.24
Arc length:
120.45
Chord Direction:
N20°28131"W
Chord length:
120.43
External:
0.86
Middle ordinate:
0.86
Radial Out:
N670S311311E
Point
Northing
Fasting
Direction
Distance
PT
10272.6919
10003.1899
N22°46'41"E
5.77
10278.0119
10005.4239
N67006156"E
52.05
PC
10298.2528
10053.3771
RP
10795.7499
9843.3852
Curve Direction:
CCW
Radial In:
N22053104"W
D.O.0 Arc:
10-36137"
D.O.0 Chord:
10-37132"
Radius:
540.00
Delta angle:
15-52103"
Tangent length:
75.26
Arc length:
149.55
Chord Direction:
N59°10155"E
Chord length:
149.07
External:
5.22
Middle ordinate:
5.17
Radial Out:
S38045'0711E
Point
Northing
Fasting
Direction
Distance
PRC
10374.6238
10181.3982
RP
9742.9345
10688.4176
User Name: ASalcedo
Date: 12-22-05
Project:
1612 Survey Ca
Time: 14:06:06
Create
Mapcheck Reports
Page: 4
Curve Direction:
CW
Radial In:
S38°45107"E
D.O.0 Arc:
07-04-25"
D.O.0 Chord:
07-04-41"
Radius:
810.00
Delta angle:
31-10-05"
Tangent length:
225.91
Arc length:
440.63
Chord Direction:
N66°49156"E
Chord length:
435.22
External:
30.91
Middle ordinate:
29.78
Radial out:
N07°35102"W
Point
Northing
Easting
Direction
Distance
PRC
10545.8492
10581.5157
RP
11378.5015
10470.6545
Curve Direction:
CCW
Radial In:
N07°35102"W
D.O.0 Arc:
06-49115"
D.O.0 Chord:
06-49130"
Radius:
840.00
Delta angle:
13-34142"
Tangent length:
100.00
Arc length:
199.07
Chord Direction:
N75°37137"E
Chord length:
196.60
External:
5.93
Middle ordinate:
5.69
Radial Out:
S21°0914411E
Point
Northing
Easting
Direction
Distance
PT
10595.1494
10773.9027
S16-391141-E
55.87
PC
10541.6229
10789.9144
RP
10469.9755
10550.4011
Curve Direction:
CW
Radial In:
S73°20'46"W
D.O.0 Arc:
22-55106"
D.O.0 Chord:
23004126"
Radius:
250.00
Delta angle:
20-41122"
Tangent length:
45.63
Arc length:
90.27
Chord Direction:
S06°18133"E
Chord length:
89.79
External:
4.13
Middle ordinate:
4.06
Radial Out:
S85°5'7152"E
Point
Northing
Easting
Direction
Distance
PT
10452.3817
10799.7812
,504°02108"W
333.46
User Name: ASalcedo
Project: 1612 Survey AS
Dater. 12-22-05
Timer. 14:06:06
Create Mapcheck Reports
Page:. 5
10119.7485
10776 3138
S50-1011311E
592.88
End 9740.0040
11231.6168
Closing Direction:
S56°1313311W
Closing Distance:
0.0251
Error of Closure
_
1 : 156389
User Name:
ASalcedo
®
Date: 12-22-05
Project:
1612 Survey Ca
Create Mapcheck
Reports
Time: 10:35:33
Page: 1
Lot Name:
PARCEL "B"
Lot Area
(Square Feet):
411680
Lot Area
(Acres):
9.451
Course Data:(Mapcheck
--------------------------------------
Through
Radius Points
Method)
Point
Northing
- ----------------------------------------
Easting
Direction
Distance
Begin
9739.9900
11231.5959
N43-56'4411E
152.65
9849.8979
11337.5311
N00-1211311W
790.73
10640.6229
11334.7211
S89-47147"W
239.56
PC
10639.7716
11095.1626
RP
10719.7711
11094.8783
Curve Direction:
CW
Radial In:
N00-1211311W
D.O.0 Arc:
710371111'
D.O.0 Chord:
770211521'
Radius:
80.00
Delta angle:
45-27141"
Tangent length:
33.52
Arc length:
63.48
Chord Direction:
N67-28122"W
Chord length:
61.82
External:
6.74
Middle ordinate:
6.21
Radial Out:
S45°15'28"W
Point
Northing
Easting
Direction
Distance
PT
10663.4577
13038.0559
N44-44132"W
91.61
PC
10728.5265
10973.5699
RP
11016.5528
10640.9427
Curve Direction:
CW
Radial In:
N49006137"W
D.O.0 Arc:
13-01118"
D.O.0 Chord:
13-03100"
Radius:
440.00
Delta angle:
23-54145"
Tangent length:
93.17
Arc length:
183.63
Chord Direction:
S52°50'46"W
Chord length:
182.30
External:
9.76
Middle ordinate:
9.55
Radial Out:
S25-11152"E
Point
Northing
Easting
Direction
Distance
PCC
10618.4216
10828.2701
RP
11378.4902
10470.6450
Curve Direction:
Cw
Radial In:
N25-11152"W
D.O.0 Arc:
06-49115"
User Name: ASalcedo
Project: 1612 Survey Cans
Create Mapcheck Reports
® Date: 2.2-22-05
Time: 1.0:35:33
Page: 2;
D.O.0 Chord:
06-49130"
Radius:
840.00
Delta angle:
04-02108"
Tangent length:
29.59
Arc length:
59.16
Chord Direction:
S66°49'1211W
Chord length:
59.15
External:
0.52
Middle ordinate:
0.52
Radial Out:
S21°09'44"E
Point
Northing
Easting
Direction
Distance
PT
10595.1381
10773.8932
S16°3911411E
55.87
PC
10541.6117
10789.9050
RP
10469.9643
10550.3916
Curve Direction:
CW
Radial In:
S73°20'4611W
D.O.0 Arc:
22-55106"
D.O.0 Chord:
23°04126"
Radius:
250.00
Delta angle:
20°41122"
Tangent length:
45.63
Arc length:
90.27
Chord Direction:
S06°1813311E
Chord length:
89.79
External:
4.13
Middle ordinate:
4.06
Radial Out:
S85°5715211E
Point
Northing
Easting
Direction
Distance
PT
10452.3704
10799.7718
504°02106"W
333.46
10119.7372
10776.3043
S50°10113"E
592.88
End
9739.9927
11231.6074
Closing
Direction:
S76°45'29"W
Closing
Distance:
0.0118
Error of
Closure
1 : 22SS45
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CHICAGO TITLE COMPANY
Reference: LLA-PARCELS 6-8 PM 31116
PRELIMINARY REPORT
Dated as of: January 8, 2006 at 7:30 AM
Order No.: 602010010 - K04
CHICAGO TITLE COMPANY hereby reports that it is prepared to issue, or cause to be issued, as
of the date hereof, a Policy or Policies of Title Insurance describing the land and the estate or interest therein hereinafter
set forth, insuring against loss which may be sustained by reason of any defect, lien or encumbrance not shown or
referred to as an Exception in Schedule B or not excluded from coverage pursuant to the printed Schedules, Conditions
and Stipulations of said Policy forms.
The printed Exceptions and Exclusions from the coverage of said Policy or Policies are set forth in the attached list.
Copies of the Policy forms are available upon request.
Please read the exceptions shown or referred to in Schedule B and the exceptions and exclusions set forth in the
attached list of this report carefully. The exceptions and exclusions are meant to provide you with notice of matters
which are not covered under the terms of title insurance policy and should be carefully considered. It is important to
note that this preliminary report is not a written representation as to the condition of title and may not list all liens,
defects and encumbrances affecting title to the land.
THIS REPORT (AND ANY SUPPLEMENTS OR AMENDMENTS HERETO) IS ISSUED SOLELY FOR THE PURPOSE OF
FACILITATING THE ISSUANCE OF POLICY OF TITLE INSURANCE AND NO LIABILITY IS ASSUMED HEREBY. IF IT IS
DESIRED THAT LIABILITY BE ASSUMED PRIOR TO THE ISSUANCE OF POLICY OF TITLE INSURANCE, A BINDER OR
COMMITMENT SHOULD BE REQUESTED
The form of policy of title insurance contemplated by this report is:
CALIFORNIA LAND TITLE ASSOCIATION STANDARD COVERAGE POLICY
Visit Us On The Web: westerndivision.at.com
Title Department:
CHICAGO TITLE COMPANY
560 E. HOSPITALITY LANE
SAN BERNARDINO, CA 92408
(909)381-6760 fax:(909)381-6764
STEVE GALLAGHER
TITLE OFFICER
Escrow Department:
CHICAGO TITLE COMPANY
560 HOSPITALITY LANE
SAN BERNARDINO, CALIFORNIA 92408
(909) 684-0448 fax: (909) 884-9428
Escrow No.:
PFP - /05/99bk
SCHEDULE A
Order No: 602010010 K04 Your Ref: LLA-PARCELS 6-8 PM 31116
1. The estate or interest in the land hereinafter described or referred to covered by this report is:
A FEE
2. Title to said estate or interest at the date hereof is vested in:
CP DEVELOPMENT LA QUINTA, LLC, A CALIFORNIA LIMITED LIABILITY COMPANY
3. The land referred to in this report is situated in the State of California, County of RIVERSIDE
and is described as follows:
SEE ATTACHED DESCRIPTION
PREA .10/31/97bk
Page 1 DESCRIPTION
Order No. 602010010
PARCELS 6, 7 AND 8 OF PARCEL MAP NO. 31116, IN THE CITY OF LA QUINTA, COUNTY OF
RIVERSIDE, AS PER MAP RECORDED IN BOOK 212 OF PARCEL MAPS, PAGES 60 TO 66,
RECORDS OF SAID COUNTY.
EXCEPTING THEREFROM ALL OIL, GAS, HYDROCARBON SUBSTANCES AND MINERALS OF EVERY
KIND AND CHARACTER LYING MORE THAN FIVE HUNDRED(500) FEET BELOW THE SUR2FACE,
TOGETHER WITH THE RIGHT TO DRILL INTO, THROUGH, AND TO USE AND OCCUPY ALL PARTS
OF THE PROPERTY LYING MORE THAN FIVE HUNDRED (500) FEET BELOW THE SURFACE
THEREOF FOR ANY AND ALL PURPOSES INCIDENTAL TO THE EXPLORATION FOR AND
PRODUCTION OF OIL, GAS, HYDROCARBON SUBSTANCES OR MINERALS FROM SAID PROPERTY OR
OTHER LANDS, BUT WITHOUT, HOWEVER, ANY RIGHT TO USE EITHER THE SURFACE OF THE
PROPERTY OR ANY PORTION THEREOF WITHIN FIVE HUNDRED (500) FEET OF THE SURFACE
FOR ANY PURPOSE OR PURPOSES WHATSOEVER, OR TO USE THE PROPERTY IN SUCH A MANNER
AS TO CREATE A DISTURBANCE TO THE USE OR ENJOYMENT OF THE PROPERTY, AS RESERVED
IN THE DEED FROM LA QUINTA REDEVELOPMENT AGENCY, RECORDED DECEMBER 9, 2004 AS
INSTRUMENT NO. 04-979137 OFFICIAL RECORDS.
SCHEDULE B
Page 1
Order No: 602010010 K04 Your Ref: LLA-PARCELS 6-8 PM 3111E
At the date hereof exceptions to coverage in addition to the printed Exceptions and Exclusions in the policy
form designated on the face page of this Report would be as follows:
A 1. PROPERTY TAXES, INCLUDING ANY ASSESSMENTS COLLECTED WITH TAXES, TO BE
LEVIED FOR THE FISCAL YEAR 2006-2007 THAT ARE A LIEN NOT YET DUE.
E 2. THE LIEN OF SUPPLEMENTAL OR ESCAPED ASSESSMENTS OF PROPERTY TAXES, IF
ANY, MADE PURSUANT TO THE PROVISIONS OF PART 0.5, CHAPTER 3.5 OR PART 2,
CHAPTER 3, ARTICLES 3 AND 4 RESPECTIVELY (COMMENCING WITH SECTION 75) OF
THE REVENUE AND TAXATION CODE OF THE STATE OF CALIFORNIA AS A RESULT OF
THE TRANSFER OF TITLE TO THE VESTEE NAMED IN SCHEDULE A; OR AS .A RESULT
OF CHANGES IN OWNERSHIP OR NEW CONSTRUCTION OCCURRING PRIOR TO :DATE OF
POLICY.
c 3. ASSESSMENTS, IF ANY, OF THE COACHELLA VALLEY IRRIGATION DISTRICT.
D 4. AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS
SET FORTH IN A DOCUMENT
IN FAVOR OF: NEVADA-CALIFORNIA ELECTRIC CORPORATION
PURPOSE: PUBLIC UTILITIES
RECORDED: JULY 26, 1937 IN BOOK 332, PAGE 470, OFFICIAL
RECORDS
AFFECTS: AS MORE PARTICULARLY DESCRIBED THEREIN
AT REFERENCE IS MADE TO SAID DOCUMENT FOR FULL PARTICULARS.
E 5. AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS
SET FORTH IN A DOCUMENT
IN FAVOR OF: THE COUNTY OF RIVERSIDE
PURPOSE: SLOPES
RECORDED: MARCH 16, 1948 IN BOOK 899 PAGE 200 AS INSTRUMENT
NO. 2405, OFFICIAL RECORDS
AFFECTS: PARCEL 6 AS DESCRIBED IN SAID INSTRUMENT
AU REFERENCE IS MADE TO SAID DOCUMENT FOR FULL PARTICULARS.
F 6. AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS
SET FORTH IN A DOCUMENT
IN FAVOR OF: THE COACHELLA VALLEY COUNTY WATER DISTRICT
PURPOSE: CONSTRUCTION, MAINTENANCE, OPERATION, UPKEEP AND
REPAIR OF AN OPEN CHANNEL FOR STORM WATER PURPOSES
RECORDED: NOVEMBER 30, 1960 AS INSTRUMENT NO. 101681),
OFFICIAL RECORDS
AFFECTS: A PORTION OF PARCELS 6 AND 7 AS DESCRIBED IN SAID
SCHEDULE B
Page 2 (continued)
Order No: 602010010 K04 Your Ref: LLA-PARCELS 6-8 PM 31116
INSTRUMENT
AV REFERENCE IS MADE TO SAID DOCUMENT FOR FULL PARTICULARS.
c 7. AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS
SET FORTH IN A DOCUMENT
IN FAVOR OF: CALIFORNIA WATER AND TELEPHONE COMPANY
PURPOSE: PUBLIC UTILITIES
RECORDED: JANUARY 15, 1963 AS INSTRUMENT NO. 4982, OFFICIAL
RECORDS
AFFECTS: PARCELS 6 AND 7 AS DESCRIBED IN SAID INSTRUMENT
Aw REFERENCE IS MADE TO SAID DOCUMENT FOR FULL PARTICULARS.
x 8. AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS
SET FORTH IN A DOCUMENT
IN FAVOR OF: THE COUNTY OF RIVERSIDE
PURPOSE: EMBANKMENT SLOPES
RECORDED: SEPTEMBER 16, 1975 AS INSTRUMENT NO. 113199, OFFICIAL
RECORDS
AFFECTS: AS MORE PARTICULARLY DESCRIBED THEREIN
Ax REFERENCE IS MADE TO SAID DOCUMENT FOR FULL PARTICULARS.
r 9. AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS
SET FORTH IN A DOCUMENT -
IN FAVOR OF: COUNTY OF RIVERSIDE
PURPOSE: EMBANKMENT SLOPES
RECORDED: MARCH 31, 1975 AS INSTRUMENT NO. 35750, OFFICIAL
RECORDS
AFFECTS: A PORTION OF PARCEL 6 AS DESCRIBED IN SAID INSTRUMENT
AY REFERENCE IS MADE TO SAID DOCUMENT FOR FULL PARTICULARS.
a 10. AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS
SET FORTH IN A DOCUMENT
IN FAVOR OF: COACHELLA VALLEY WATER DISTRICT
PURPOSE: PIPELINES AND ACCESS
RECORDED: SEPTEMBER 28, 1993 AS INSTRUMENT NO. 377042, OFFICIAL
RECORDS
AFFECTS: A PORTION OF PARCEL 6 AS DESCRIBED IN SAID INSTRUMENT
Page 3
Order No: G02010010 K04
SCHEDULE B
(continued)
Your Ref:
LLA-PARCELS 6-8 PM 31116
Az REFERENCE IS MADE TO SAID DOCUMENT FOR FULL PARTICULARS.
x 11. AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS
SET FORTH IN A DOCUMENT
IN FAVOR OF: THE CITY OF LA QUINTA
PURPOSE: PUBLIC STREET, PUBLIC UTILITIES AND A PERPETUAL SLOPE
EASEMENT
RECORDED: MAY 16, 1994 AS INSTRUMENT NO. 199210, OFFICIAL
RECORDS
AFFECTS: PARCEL 6 AS DESCRIBED IN SAID INSTRUMENT
BA REFERENCE IS MADE TO SAID DOCUMENT FOR FULL PARTICULARS.
L 12. AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS
SET FORTH IN A DOCUMENT
IN FAVOR OF: THE CITY OF LA QUINTA
PURPOSE: PUBLIC STREET, PUBLIC UTILITIES AND A PERPETUAL SLOPE
EASEMENT
RECORDED: MAY 16, 1994 AS.INSTRUMENT NO. 199211, OFFICIAL
RECORDS
AFFECTS: PARCEL 6 AS DESCRIBED IN SAID INSTRUMENT
BB REFERENCE IS MADE TO SAID DOCUMENT FOR FULL PARTICULARS.
n 13. AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS
SET FORTH IN A DOCUMENT
GRANTED TO: COACHELLA VALLEY WATER DISTRICT
PURPOSE: PIPELINE
RECORDED: NOVEMBER 23, 1699 AS INSTRUMENT NO. 516621 OFFICIAL
RECORDS
AFFECTS: PORTIONS OF PARCELS 6 AND 7 AS DESCRIBED I:N SAID
INSTRUMENT
Be REFERENCE IS MADE TO SAID DOCUMENT FOR FULL PARTICULARS.
x 14. A DOCUMENT ENTITLED "DISPOSITION AND DEVELOPMENT AGREEMENT", DATED DECEMBER
18, 2003 EXECUTED BY LA QUINTA REDEVELOPMENT AGENCY AND CP DEVELOPMENT LA
QUINTA, LLC, SUBJECT TO ALL THE TERMS, PROVISIONS AND CONDITIONS THEREIN
CONTAINED, RECORDED JANUARY 5, 2004 AS INSTRUMENT NO. 5255 OFFICIAL RECORDS
-ncumno-a/m/as"e
® 0
Page 4 SCHEDULE B
(continued)
Order No: 602010010 K04 Your Re(: LLA-PARCELS 6-8 PM 31116
BD REFERENCE IS MADE TO SAID DOCUMENT FOR FULL PARTICULARS.
0 15. A DOCUMENT ENTITLED "DEVELOPMENT AGREEMENT", DATED DECEMBER 18, 2003
EXECUTED BY CITY OF LA QUINTA AND CP DEVELOPMENT LA QUINTA, LLC, SUBJECT TO
ALL THE TERMS, PROVISIONS AND CONDITIONS THEREIN CONTAINED, RECORDED
JANUARY 5, 2004 AS INSTRUMENT NO. 5256 OFFICIAL RECORDS.
BE MATTERS AS MORE PARTICULARLY SET FORTH IN AMENDMENTS NO. 1 AND NO. 2 OF
SAID AGREEMENT RECORDED NOVEMBER 8, 2004 AS INSTRUMENT NO. 2004-088SO63 AND
DECEMBER 19, 2005 AS INSTRUMENT NO. 2005-1045416, BOTH OF OFFICIAL RECORDS.
REFERENCE IS HEREBY MADE TO SAID DOCUMENTS FOR FULL PARTICULARS.
s 16. AN OPTION IN FAVOR OF LA QUINTA REDEVELOPMENT AGENCY AS CONTAINED IN OR
DISCLOSED BY A DOCUMENT RECORDED DECEMBER 9, 2004 AS INSTRUMENT NO. 979138
OFFICIAL RECORDS.
A DOCUMENT RECORDED DECEMBER 9, 2004 AS INSTRUMENT NO. 979142 017FICIAL
RECORDS PROVIDES THAT THE OPTION AGREEMENT WAS SUBORDINATED TO THE LIEN OR
CHARGE OF THE DEED OF TRUST RECORDED DECEMBER 9, 2004 AS INSTRUMENT NO.
979139 OFFICIAL RECORDS.
T AN AGREEMENT WHICH STATES THAT THIS INSTRUMENT WAS
TO: DEED OF TRUST
RECORDED: SEPTEMBER 26, 2005 AS INSTRUMENT NO. 2005-0793712,
OFFICIAL RECORDS
BY AGREEMENT
RECORDED: SEPTEMBER 26, 2005 AS INSTRUMENT NO. 2005-0793715,
OFFICIAL RECORDS
BF REFERENCE IS MADE TO SAID DOCUMENT FOR FULL PARTICULARS.
D 17. A DEED OF TRUST TO SECURE AN INDEBTEDNESS IN THE ORIGINAL AMOUNT SHOWN
BELOW
AMOUNT: $21,628,000.00
DATED: NOVEMBER 8, 2004
TRUSTOR: CP DEVELOPMENT LA QUINTA, LLC, A CALIFORNIA LIMITED
LIABILITY COMPANY
TRUSTEE: 1ST CENTENNIAL BANK
BENEFICIARY: 1ST CENTENNIAL BANK
RECORDED: DECEMBER 9, 2004 AS INSTRUMENT NO. 979139 OFFICIAL
RECORDS
ORIGINAL LOAN
NUMBER: NOT SET OUT
0
SCHEDULE B
Page 5 (continued)
Order NO: 602010010 K04 Your Ref: LLA-PARCELS 6-6 PM 31116
v
AFFECTS:
w AN UNDIVIDED 32
CENTENNIAL BANK
WAS ASSIGNED OF
RECORD TO:
RECORDED:
x AN UNDIVIDED 32
CENTENNIAL BANK
WAS ASSIGNED OF
RECORD TO:
RECORDED:
THE HEREIN DESCRIBED LAND AND OTHER LAND.
23% INTEREST INTEREST OF THE BENEFICIAL INTEREST OF 1ST
THE INDEPENDENT BANKERSBANK
DECEMBER 9, 2004 AS INSTRUMENT NO. 979140 OFFICIAL
RECORDS
50% INTEREST INTEREST OF THE BENEFICIAL INTEREST OF 1ST
AFFINITY BANK
DECEMBER 9, 2004 AS INSTRUMENT NO. 979141 OFFICIAL
RECORDS
P 18. COVENANTS, CONDITIONS AND RESTRICTIONS BUT OMITTING ANY COVENANTS OR
RESTRICTIONS, IF ANY, BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL
ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP,
NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE
STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR
RESTRICTION IS PERMITTED BY APPLICABLE LAW AS SET FORTH IN THE DOCUMENT
RECORDED: DECEMBER 9, 2004 AS INSTRUMENT NO. 979143 OFFICIAL
RECORDS
p NOTE: Section 12956.1 of the Government Code provides the following: If
this document contains any restriction based on race, color, religion, sex,
familial status, marital status disability, national origin, or ancestry,
that restriction violates state and federal fair housing laws and is void.
"Any person holding an interest in this property may request that the
county recorder remove the restrictive language pursuant to subdivision (c)
of Section 12956.1 of the Government Code."
R SAID COVENANTS, CONDITIONS AND RESTRICTIONS PROVIDE THAT A VIOLATION
THEREOF SHALL NOT DEFEAT THE LIEN OF ANY MORTGAGE OR DEED OF TRUST MADE IN
GOOD FAITH AND FOR VALUE.
r 19. A DEED OF TRUST TO SECURE AN INDEBTEDNESS IN THE ORIGINAL AMOUNT SHOWN
BELOW
AMOUNT:
DATED:
$2,000,000.00
NOVEMBER 10, 2004
YHLUMBU-9/231930M
Ll
Page 6
Order No: 602010010 K04
z
SCHEDULE B
(continued)
Your Ref:
LLA-PARCELS 6-8 PM 31116
TRUSTOR: CPDEVELOPMENT LA QUINTA, LLC, A CALIFORNIA LIMITED
LIABILITY COMPANY
TRUSTEE: NORTH AMERICAN TITLE INSURANCE COMPANY
BENEFICIARY: LENNAR HOMES OF CALIFORNIA, INC., A CALIFORNIA
CORPORATION
RECORDED: DECEMBER 9, 2004 AS INSTRUMENT NO. 979145 OFFICIAL
RECORDS
ORIGINAL LOAN
NUMBER: NOT SET OUT
AFFECTS: THE HEREIN DESCRIBED LAND AND OTHER LAND.
AA AN AGREEMENT TO MODIFY THE TERMS AND PROVISIONS OF SAID DEED OF TRUST AS
THEREIN PROVIDED
EXECUTED BY: CP DEVELOPMENT, ET AL
RECORDED: SEPTEMBER 26, 2005 AS INSTRUMENT NO. 2005-0793708,
OFFICIAL RECORDS
AB AN AGREEMENT WHICH STATES THAT THIS INSTRUMENT WAS SUBORDINATED
TO: DEED OF TRUST
RECORDED: SEPTEMBER 26, 2005 AS INSTRUMENT NO. 2005-0793712,
OFFICIAL RECORDS
BY AGREEMENT
RECORDED: SEPTEMBER 26, 2005 AS INSTRUMENT NO. 2005-0793707,
OFFICIAL RECORDS
AC 20. EASEMENTS FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS
SHOWN OR AS OFFERED FOR DEDICATION ON THE RECORDED MAP SHOWN BELOW.
MAP OF: PARCEL MAP NO. 31116
EASEMENT
PURPOSE: LANDSCAPE/PEDESTRIAN EASEMENTS
AFFECTS: PORTIONS OF PARCEL 6 THROUGH 8 AS DELINEATED ON SAID
MAP
EASEMENT
PURPOSE: STORM DRAIN
AFFECTS: PARCEL 6 THROUGH 8 AS DELINEATED ON SAID MAP
AD 21. EASEMENTS FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS
SHOWN OR AS OFFERED FOR DEDICATION ON THE RECORDED MAP SHOWN BELOW.
PRELIM8G9/nMbk
SCHEDULE B
Page 7 (continued)
Order No: 602010010 K04 Your Ref: LLA-PARCELS 6-8 PM 311.16
MAP OF: PARCEL MAP 31116
EASEMENT
PURPOSE: IMPERIAL IRRIGATION DISTRICT
AFFECTS: 10 FEET IN WIDTH ADJACENT TO ALL PUBLIC STREETS
EASEMENT
PURPOSE: COACHELLA VALLEY WATER EASEMENT
AFFECTS: PARCELS 6 THROUGH 8
AE 22. THE FACT THAT THE OWNERSHIP OF SAID LAND DOES NOT INCLUDE RIGHTS OF ACCESS
TO OR FROM THE STREET OR HIGHWAY ABUTTING SAID LAND, SUCH RIGHTS HAVING
BEEN RELINQUISHED BY THE MAP OF SAID TRACT.
AFFECTS: PARCELS 6 THROUGH 8 ABUTTING SEELEY DRIVE
SAID LAND HOWEVER, ABUTS UPON A PUBLIC THOROUGHFARE OTHER THAN THE ROAD
REFERRED TO ABOVE, OVER WHICH RIGHTS OF VEHICULAR INGRESS AND EGRESS HAVE
NOT BEEN RELINQUISHED,
AF 23. A DEED OF TRUST TO SECURE AN INDEBTEDNESS IN THE ORIGINAL AMOUNT SHOWN
BELOW
AMOUNT:
DATED:
TRUSTOR:
TRUSTEE:
BENEFICIARY:
RECORDED:
ORIGINAL LOAN
NUMBER:
AG
AFFECTS:
Arr END OF SCHEDULE B
$3,170,000.00
SEPTEMBER 1, 2005
CP DEVELOPMENT LA QUINTA
LIABILITY COMPANY
1ST CENTENNIAL BANK
1ST CENTENNIAL BANK
LLC, A CALIFORNIA LIMITED
SEPTEMBER 26, 2005 AS INSTRUMENT NO. 2005-793712,
OFFICIAL RECORDS
(NOT SET OUT)
THE HEREIN DESCRIBED LAND AND OTHER LAND.
Al NOTE NO. 1: IF THIS COMPANY IS REQUESTED TO DISBURSE FUNDS IN CONNECTION
WITH THIS TRANSACTION, CHAPTER 598, STATUTES OF 1989 MANDATES HOLD PERIODS
FOR CHECKS DEPOSITED TO ESCROW OR SUB -ESCROW ACCOUNTS. THE MANDATORY HOLD
PERIOD FOR CASHIER'S CHECKS, CERTIFIED CHECKS AND TELLER'S CHECKS IS ONE
BUSINESS DAY AFTER THE DAY DEPOSITED. OTHER CHECKS REQUIRE A HOLD PERIOD OF
FROM TWO TO FIVE BUSINESS DAYS AFTER THE DAY DEPOSITED. IN THE EVENT THAT
THE PARTIES TO THE CONTEMPLATED TRANSACTION WISH TO RECORD PRIOR TO THE
VHtLIMHG9/23/MbN
Page 8
Order No: 602010010 K04
SCHEDULE B
(continued)
Your Ref: LLA-PARCELS 6-8 PM 31116
TIME THAT THE FUNDS ARE AVAILABLE FOR DISBURSEMENT (AND SUBJECT TO COMPANY
APPROVAL), THE COMPANY WILL REQUIRE THE PRIOR WRITTEN CONSENT OF THE
PARTIES. UPON REQUEST, A FORM ACCEPTABLE TO THE COMPANY AUTHORIZING SAID
EARLY RECORDING MAY BE PROVIDED TO ESCROW FOR EXECUTION.
WIRE TRANSFERS
THERE IS NO MANDATED HOLD PERIOD FOR FUNDS DEPOSITED BY CONFIRMED WIRE
TRANSFER. THE COMPANY MAY DISBURSE SUCH FUNDS THE SAME DAY.
CHICAGO TITLE WILL DISBURSE BY WIRE (WIRE -OUT) ONLY COLLECTED FUNDS OR
FUNDS RECEIVED BY CONFIRMED WIRE (WIRE -IN). THE FEE FOR EACH WIRE -OUT IS
$25.00. THE COMPANY'S WIRE -IN INSTRUCTIONS ARE:
WIRE -IN INSTRUCTIONS FOR C & I/SUBDIVISION INLAND:
BANK: UNION BANK
2001 MICHELSON DRIVE
IRVINE, CA 92714
BANK ABA: 122 000 496
ACCOUNT NAME: CHICAGO TITLE COMPANY
C&I/SUBDIVISION-INLAND
ACCOUNT NO.: 9120052850
FOR CREDIT TO: CHICAGO TITLE COMPANY
560 EAST HOSPITALITY LANE
SAN BERNARDINO, CA 92408
FURTHER CREDIT TO: ORDER NO.: 602010010
NOTE NO. 2: IF A 1970 ALTA OWNER'S OR LENDER'S OR 1975 ALTA LEASEHOLD
OWNER'S OR LENDER'S POLICY FORM HAS BEEN REQUESTED, THE POLICY, WHEN
APPROVED FOR ISSUANCE, WILL BE ENDORSED TO ADD THE FOLLOWING TO THE
EXCLUSIONS FROM COVERAGE CONTAINED THEREIN:
LOAN POLICY EXCLUSION;
ANY CLAIM, WHICH ARISES OUT OF THE TRANSACTION CREATING THE INTEREST OF THE
MORTGAGEE INSURED BY THIS POLICY, BY REASON OF THE OPERATION OF FEDERAL
BANKRUPTCY, STATE INSOLVENCY OR SIMILAR CREDITORS' RIGHTS LAWS.
OWNER'S POLICY EXCLUSION
ANY CLAIM, WHICH ARISES OUT OF THE TRANSACTION VESTING IN THE INSURED,THE
ESTATE OR INTEREST INSURED BY THIS POLICY, BY REASON OF THE OPERATION OF
FEDERAL BANKRUPTCY, STATE INSOLVENCY OR SIMILAR CREDITORS' RIGHTS LAWS.
Page 9
Order No: 602010010 K04
SCHEDULE B
(continued)
Your Ref: LLA-PARCE7,S 6-R DM Z1119
NOTE NO. 3: CHICAGO TITLE COMPANY WILL REQUIRE THAT WE BE FURN]: SHED A
WRITTEN STATEMENT FROM THE BENEFICIARY OF ANY OUTSTANDING DEED OF TRUST
THAT THE ACCOUNT IS FROZEN PRIOR TO OUR PAYING THE DEMAND IF SAID DEED OF
TRUST SECURES A LINE OF CREDIT.
A.r NOTE NO. 4: YOUR OPEN ORDER REQUEST INDICATES THAT A LIMITED LIABILITY
COMPANY WILL BE ACQUIRING, ENCUMBERING OR CONVEYING REAL PROPERTY IN YOUR
TRANSACTION. UNDER THE PROVISIONS OF "THE CALIFORNIA LIMITED LIABILITY
ACT, EFFECTIVE SEPTEMBER 30, 1994" THE FOLLOWING WILL BE REQUIRED:
1. A COPY OF THE ARTICLES OF ORGANIZATION (AND ALL AMENDMENTS, IF ANY)
THAT HAS BEEN FILED WITH THE SECRETARY OF STATE.
2. THE REQUIREMENT THAT THIS COMPANY BE PROVIDED WITH A COPY OF THE
OPERATING AGREEMENT. THE COPY PROVIDED MUST BE CERTIFIED BY THE.
APPROPRIATE MANAGER OR MEMBER THAT IT IS A COPY OF THE CURRENT OPERATING
AGREEMENT.
3. IF THE LIMITED LIABILITY COMPANY IS MEMBER -MANAGED THEN THIS COMPANY
MUST BE PROVIDED WITH A CURRENT LIST OF THE MEMBER NAMES.
BG NOTE NO. S: WE WISH TO REPORT THAT A REVIEW OF TAXING AUTHORITY RECORDS
INDICATES THAT THERE IS A BOND CURRENTLY AFFECTING SAID LAND. AT THIS TIME
THE EXACT AMOUNTS AND NATURE OF SAID BOND IS UNAVAILABLE. THIS INFORMATION
WILL FOLLOW IN THE FORM OF A SUPPLEMENTAL REPORT.
AFFECTS: A PORTION OF SAID LAND WITH OTHER LAND NOT DESCRIBED HEREIN.
Bz NOTE NO. 6: WE WISH TO REPORT THAT A REVIEW OF TAXING AUTHORITY RECORDS
INDICATES THAT THERE IS A BOND CURRENTLY AFFECTING SAID LAND. AT THIS TIME
THE EXACT A14OUNTS AND NATURE OF SAID BOND IS UNAVAILABLE. THIS INFORMATION
WILL FOLLOW IN THE FORM OF A SUPPLEMENTAL REPORT.
AFFECTS: A PORTION OF SAID LAND WITH OTHER LAND NOT DESCRIBED HEREIN.
Bx NOTE NO. 7: WE WISH TO REPORT THAT A REVIEW OF TAXING AUTHORITY RECORDS
INDICATES THAT THERE IS A BOND CURRENTLY AFFECTING SAID LAND. AT THIS TIME
THE EXACT AMOUNTS AND NATURE OF SAID BOND IS UNAVAILABLE. THIS INFORMATION
WILL FOLLOW IN THE FORM OF A SUPPLEMENTAL REPORT.
AFFECTS: A PORTION OF SAID LAND WITH OTHER LAND NOT DESCRIBED HEREIN.
Bm NOTE NO. 6: WE WISH TO REPORT THAT A REVIEW OF TAXING AUTHORITY RECORDS
INDICATES THAT THERE IS A BOND CURRENTLY AFFECTING SAID LAND. AT THIS TIME
THE EXACT AMOUNTS AND NATURE OF SAID BOND IS UNAVAILABLE. THIS INFORMATION
WILL FOLLOW IN THE FORM OF A SUPPLEMENTAL REPORT.
AFFECTS: A PORTION OF SAID LAND WITH OTHER LAND NOT DESCRIBED HEREIN.
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Reference: LLA-PARCELS 6-8 PM 31116
1
PRELIMINARY REPORT
Dated as of: January 8, 2006 at 7:30 AM
Order No.: 602010010 - K04
CHICAGO TITLE COMPANY hereby reports that it is prepared to issue, or cause to be issued, as
of the date hereof, a Policy or Policies of Title Insurance describing the land and the estate or interest therein hereinafter
set forth, insuring against loss which may be sustained by reason of any defect, lien or encumbrance not shown or
referred to as an Exception in Schedule B or not excluded from coverage pursuant to the printed Schedules, Conditions
and Stipulations of said Policy forms.
The printed Exceptions and Exclusions from the coverage of said Policy or Policies are set forth in the attached list.
Copies of the Policy forms are available upon request.
Please read the exceptions shown or referred to in Schedule B and the exceptions and exclusions set forth in the
attached list of this report carefully. The exceptions and exclusions are meant to provide you with notice of matters
which are not covered under the terms of title insurance policy and should be carefully considered. It is important to
note that this preliminary report is not a written representation as to the condition of title and may not list all liens,
defects and encumbrances affecting title to the land.
THIS REPORT (AND ANY SUPPLEMENTS OR AMENDMENTS HERETO) IS ISSUED SOLELY FOR THE PURPOSE OF
FACILITATING THE ISSUANCE OF POLICY OF TITLE INSURANCE AND NO LIABILITY IS ASSUMED HEREBY. IF IT IS
DESIRED THAT LIABILITY BE ASSUMED PRIOR TO THE ISSUANCE OF POLICY OF TITLE INSURANCE, A BINDER OR
COMMITMENT SHOULD BE REQUESTED
The form of policy of title insurance contemplated by this report is:
CALIFORNIA LAND TITLE ASSOCIATION STANDARD COVERAGE POLICY
Title Department:
Visit Us On The Web. westerndivision. ctt. com
0
Escrow Department:
CHICAGO TITLE COMPANY CHICAGO TITLE COMPANY
560 E. HOSPITALITY LANE 56o HOSPITALITY LANE
SAN BERNARDINO, CA 92408 SAN BERNARDINO, CALIFORNIA 92408
(909)381-6760 fax: (909)381-6764 (909) 884-0448 fax: (909) 884-9428
Escrow No.:
STEVE GALLAGHER
TITLE OFFICER
PFP - /05/99bk
SCHEDULE A
Order No: 602010010 K04 Your Ref: LLA-PARCELS 6-6 PM 31116
1. The estate or interest in the land hereinafter described or referred to covered by this report is:
A FEE
2. Title to said estate or interest at the date hereof is vested in:
CP DEVELOPMENT LA QUINTA, LLC, A CALIFORNIA LIMITED LIABILITY COMPANY
3. The land referred to in this report is situated in the State of California, County of RIVERSIDE
and is described as follows:
SEE ATTACHED DESCRIPTION
Page 1 DESCRIPTION
Order No. 602010010
PARCELS 6, 7 AND 8 OF PARCEL MAP NO. 31116, IN THE CITY OF LA QUINTA, COUNTY OF
RIVERSIDE, AS PER MAP RECORDED IN BOOK 212 OF PARCEL MAPS, PAGES 60 TO 66,
RECORDS OF SAID COUNTY.
EXCEPTING THEREFROM ALL OIL, GAS, HYDROCARBON SUBSTANCES AND MINERALS OF EVERY
KIND AND CHARACTER LYING MORE THAN FIVE HUNDRED (500) FEET BELOW THE SURFACE,
TOGETHER WITH THE RIGHT TO DRILL INTO, THROUGH, AND TO USE AND OCCUPY ALL PARTS
OF THE PROPERTY LYING MORE THAN FIVE HUNDRED (500) FEET BELOW THE SURFACE
THEREOF FOR ANY AND ALL PURPOSES INCIDENTAL TO THE EXPLORATION FOR AND
PRODUCTION OF OIL, GAS, HYDROCARBON SUBSTANCES OR MINERALS FROM SAID PROPERTY OR
OTHER LANDS, BUT WITHOUT, HOWEVER, ANY RIGHT TO USE EITHER THE SURFACE OF THE
PROPERTY OR ANY PORTION THEREOF WITHIN FIVE HUNDRED (500) FEET OF THE SURFACE
FOR ANY PURPOSE OR PURPOSES WHATSOEVER, OR TO USE THE PROPERTY IN SUCH A MANNER
AS TO CREATE A DISTURBANCE TO THE USE OR ENJOYMENT OF THE PROPERTY, AS RESERVED
IN THE DEED FROM LA QUINTA REDEVELOPMENT AGENCY, RECORDED DECEMBER 9, 2004 AS
INSTRUMENT NO. 04-979137 OFFICIAL RECORDS.
E
SCHEDULE B
Page 1
Order No: 602010010 K04 Your Ref. LLA-PARCRr.R F-a nm z111r
At the date hereof exceptions to coverage in addition to the printed Exceptions and Exclusions in the policy
form designated on the face page of this Report would be as follows:
A 1. PROPERTY TAXES, INCLUDING ANY ASSESSMENTS COLLECTED WITH TAXES, TO BE
LEVIED FOR THE FISCAL YEAR 2006-2007 THAT ARE A LIEN NOT YET DUE.
B 2. THE LIEN OF SUPPLEMENTAL OR ESCAPED ASSESSMENTS OF PROPERTY TAXES, IF
ANY, MADE PURSUANT TO THE PROVISIONS OF PART 0.5, CHAPTER 3.5 OR PART 2,
CHAPTER 3, ARTICLES 3 AND 4 RESPECTIVELY (COMMENCING WITH SECTION 75) OF
THE REVENUE AND TAXATION CODE OF THE STATE OF CALIFORNIA AS A RESULT OF
THE TRANSFER OF TITLE TO THE VESTEE NAMED IN SCHEDULE A; OR AS A RESULT
OF CHANGES IN OWNERSHIP OR NEW CONSTRUCTION OCCURRING PRIOR TO DATE OF
POLICY.
c 3. ASSESSMENTS, IF ANY, OF THE COACHELLA VALLEY IRRIGATION DISTRICT.
D 4. AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS
SET FORTH IN A DOCUMENT
IN FAVOR OF: NEVADA-CALIFORNIA ELECTRIC CORPORATION
PURPOSE: PUBLIC UTILITIES
RECORDED: JULY 26, 1937 IN BOOK 332, PAGE 470, OFFICIAL
RECORDS
AFFECTS: AS MORE PARTICULARLY DESCRIBED THEREIN
AT REFERENCE IS MADE TO SAID DOCUMENT FOR FULL PARTICULARS.
s 5. AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS
SET FORTH IN A DOCUMENT
IN FAVOR OF: THE COUNTY OF RIVERSIDE
PURPOSE: SLOPES
RECORDED: MARCH 16, 1948 IN BOOK 899 PAGE 200 AS INSTRUMENT
NO. 2405, OFFICIAL RECORDS
AFFECTS: PARCEL 6 AS DESCRIBED IN SAID INSTRUMENT
na REFERENCE IS MADE TO SAID DOCUMENT FOR FULL PARTICULARS.
F 6. AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS
SET FORTH IN A DOCUMENT
IN FAVOR OF: THE COACHELLA VALLEY COUNTY WATER DISTRICT
PURPOSE: CONSTRUCTION, MAINTENANCE, OPERATION, UPKEEP AND
REPAIR OF AN OPEN CHANNEL FOR STORM WATER PURPOSES
RECORDED: NOVEMBER 30, 1960 AS INSTRUMENT NO. 101680,
OFFICIAL RECORDS
AFFECTS: A PORTION OF PARCELS 6 AND 7 AS DESCRIBED IN SAID
® 0
SCHEDULE B
Page 2 (continued)
Order No: 602010010 K04 Your Ref: LLA-PARCELS 6-8 PM 31116
INSTRUMENT
AV REFERENCE IS MADE TO SAID DOCUMENT FOR FULL PARTICULARS.
c 7. AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS
SET FORTH IN A DOCUMENT
IN FAVOR OF: CALIFORNIA WATER AND TELEPHONE COMPANY
PURPOSE: PUBLIC UTILITIES
RECORDED: JANUARY 15, 1963 AS INSTRUMENT NO. 4982, OFFICIAL
RECORDS
AFFECTS: PARCELS 6 AND 7 AS DESCRIBED IN SAID INSTRUMENT
AW REFERENCE IS MADE TO SAID DOCUMENT FOR FULL PARTICULARS.
e 6. AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS
SET FORTH IN A DOCUMENT
IN FAVOR OF: THE COUNTY OF RIVERSIDE
PURPOSE: EMBANKMENT SLOPES
RECORDED: SEPTEMBER 16, 1975 AS INSTRUMENT NO. 113199, OFFICIAL
RECORDS
AFFECTS: AS MORE PARTICULARLY DESCRIBED THEREIN
Ax REFERENCE IS MADE TO SAID DOCUMENT FOR FULL PARTICULARS.
r 9. AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS
SET FORTH IN A DOCUMENT
IN FAVOR OF: COUNTY OF RIVERSIDE
PURPOSE: EMBANKMENT SLOPES
RECORDED: MARCH 31, 1975 AS INSTRUMENT NO. 35750, OFFICIAL
RECORDS
AFFECTS: A PORTION OF PARCEL 6 AS DESCRIBED IN SAID INSTRUMENT
AY REFERENCE IS MADE TO SAID DOCUMENT FOR FULL PARTICULARS.
10. AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS
SET FORTH IN A DOCUMENT
IN FAVOR OF: COACHELLA VALLEY WATER DISTRICT
PURPOSE: PIPELINES AND ACCESS
RECORDED: SEPTEMBER 28, 1993 AS INSTRUMENT NO. 377042, OFFICIAL
RECORDS
AFFECTS: A PORTION OF PARCEL 6 AS DESCRIBED IN SAID INSTRUMENT
Page 3
Order No: 602010010 K04
SCHEDULE B
(continued)
Your Ref:
LLA-PARCELS 6-8 PM 31116
Az REFERENCE IS MADE TO SAID DOCUMENT FOR FULL PARTICULARS.
x 11. AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS
SET FORTH IN A DOCUMENT
IN FAVOR OF: THE CITY OF LA QUINTA
PURPOSE: PUBLIC STREET, PUBLIC UTILITIES AND A PERPETUAL SLOPE
EASEMENT
RECORDED: MAY 16, 1994 AS INSTRUMENT NO. 199210, OFFICIAL
RECORDS
AFFECTS: PARCEL 6 AS DESCRIBED IN SAID INSTRUMENT
BA REFERENCE IS MADE TO SAID DOCUMENT FOR FULL PARTICULARS.
t 12. AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS
SET FORTH IN A DOCUMENT
IN FAVOR OF: THE CITY OF LA QUINTA
PURPOSE: PUBLIC STREET, PUBLIC UTILITIES AND A PERPETUAL SLOPE
EASEMENT
RECORDED: MAY 16, 1994 AS INSTRUMENT NO. 199211, OFFICIAL
RECORDS
AFFECTS: PARCEL 6 AS DESCRIBED IN SAID INSTRUMENT
BB REFERENCE IS MADE TO SAID DOCUMENT FOR FULL PARTICULARS.
x 13. AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS
SET FORTH IN A DOCUMENT
GRANTED TO: COACHELLA VALLEY WATER DISTRICT
PURPOSE: PIPELINE
RECORDED: NOVEMBER 23, 1999 AS INSTRUMENT NO. 516621 OFFICIAL
RECORDS
AFFECTS: PORTIONS OF PARCELS 6 AND 7 AS DESCRIBED IN SAID
INSTRUMENT
BC REFERENCE IS MADE TO SAID DOCUMENT FOR FULL PARTICULARS.
t+ 14. A DOCUMENT ENTITLED "DISPOSITION AND DEVELOPMENT AGREEMENT", DATED DECEMBER
18, 2003 EXECUTED BY LA QUINTA REDEVELOPMENT AGENCY AND CP DEVELOPMENT LA
QUINTA, LLC, SUBJECT TO ALL THE TERMS, PROVISIONS AND CONDITIONS THEREIN
CONTAINED, RECORDED JANUARY 5, 2004 AS INSTRUMENT NO. 5255 OFFICIAL RECORDS
'RELIMBC-9/23/93Ek
Pate 4 SCHEDULE B
(continued)
Order No: 602010010 K04 Your Ref: LLA-PARCELS 6-8 PM 31116
BD REFERENCE IS MADE TO SAID DOCUMENT FOR FULL PARTICULARS.
0 15. A DOCUMENT ENTITLED "DEVELOPMENT AGREEMENT", DATED DECEMBER 18, 2003
EXECUTED BY CITY OF LA QUINTA AND CP DEVELOPMENT LA QUINTA, LLC, SUBJECT TO
ALL THE TERMS, PROVISIONS AND CONDITIONS THEREIN CONTAINED, RECORDED
JANUARY 5, 2004 AS INSTRUMENT NO. 5256 OFFICIAL RECORDS.
BE
M
T
BE
IN
MATTERS AS MORE PARTICULARLY SET FORTH IN AMENDMENTS NO. 1 AND 110. 2 OF
SAID AGREEMENT RECORDED NOVEMBER 8, 2004 AS INSTRUMENT NO. 2004--0885063 AND
DECEMBER 19, 2005 AS INSTRUMENT NO. 2005-1045418, BOTH OF OFFICIAL RECORDS.
REFERENCE IS HEREBY MADE TO SAID DOCUMENTS FOR FULL PARTICULARS.
16. AN OPTION IN FAVOR OF LA QUINTA REDEVELOPMENT AGENCY AS CONTAINED IN OR
DISCLOSED BY A DOCUMENT RECORDED DECEMBER 9, 2004 AS INSTRUMENT NO. 979138
OFFICIAL RECORDS.
A DOCUMENT RECORDED DECEMBER 9, 2004 AS INSTRUMENT NO. 979142 OFFICIAL
RECORDS PROVIDES THAT THE OPTION AGREEMENT WAS SUBORDINATED TO THE LIEN OR
CHARGE OF THE DEED OF TRUST RECORDED DECEMBER 9, 2004 AS INSTRUMENT NO.
979139 OFFICIAL RECORDS.
AN AGREEMENT WHICH STATES THAT THIS INSTRUMENT WAS SUBORDINATED
TO: DEED OF TRUST
RECORDED: SEPTEMBER 26, 2005 AS INSTRUMENT NO. 2005-0793712,
OFFICIAL RECORDS
BY AGREEMENT
RECORDED: SEPTEMBER 26, 2005 AS INSTRUMENT NO. 2005-0793715,
OFFICIAL RECORDS
REFERENCE IS MADE TO SAID DOCUMENT FOR FULL PARTICULARS.
17. A DEED OF TRUST TO SECURE AN
BELOW
IN THE ORIGINAL AMOUNT SHOWN
AMOUNT: $21,628,000.00 1
DATED: NOVEMBER 8, 2004
TRUSTOR: CP DEVELOPMENT LA QUINTA, LLC, A CALIFORNIA LIMITED
LIABILITY COMPANY
TRUSTEE: 1ST CENTENNIAL BANK
BENEFICIARY: 1ST CENTENNIAL BANK
RECORDED: DECEMBER 9, 2004 AS INSTRUMENT NO. 979139 OFFICIAL
RECORDS
ORIGINAL LOAN
NUMBER: NOT SET OUT
SCHEDULE B
Page s (continued)
Order No: 602010010 K04 Your Ref: LLA-PARCELS 6-8 PM 31116
v
AFFECTS:
w AN UNDIVIDED 32
CENTENNIAL BANK
WAS ASSIGNED OF
RECORD TO:
RECORDED:
x AN UNDIVIDED 32
CENTENNIAL BANK
WAS ASSIGNED OF
RECORD TO:
RECORDED:
THE HEREIN DESCRIBED LAND AND OTHER LAND.
23% INTEREST INTEREST OF THE BENEFICIAL INTEREST OF 1ST
THE INDEPENDENT BANKERSBANK
DECEMBER 9, 2004 AS INSTRUMENT NO. 979140 OFFICIAL
RECORDS
50% INTEREST INTEREST OF THE BENEFICIAL INTEREST OF 1ST
AFFINITY BANK
DECEMBER 9, 2004 AS INSTRUMENT NO. 979141 OFFICIAL
RECORDS
P 18. COVENANTS, CONDITIONS AND RESTRICTIONS BUT OMITTING ANY COVENANTS OR
RESTRICTIONS, IF ANY, BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL
ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP,
NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE
STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR
RESTRICTION IS PERMITTED BY APPLICABLE LAW AS SET FORTH IN THE DOCUMENT
RECORDED: DECEMBER 9, 2004 AS INSTRUMENT NO. 979143 OFFICIAL
RECORDS
o NOTE: Section 12956.1 of the Government Code provides the following: If
this document contains any restriction based on race, color, religion, sex,
familial status, marital status disability, national origin, or ancestry,
that restriction violates state and federal fair housing laws and is void.
"Any person holding an interest in this property may request that the
county recorder remove the restrictive language pursuant to subdivision (c)
of Section 12956.1 of the Government Code."
R
Y
SAID COVENANTS, CONDITIONS AND RESTRICTIONS PROVIDE THAT A VIOLATION
THEREOF SHALL NOT DEFEAT THE LIEN OF ANY MORTGAGE OR DEED OF TRUST MADE IN
GOOD FAITH AND FOR VALUE.
19. A DEED OF TRUST TO SECURE AN
BELOW
AMOUNT:
DATED:
$2,000,000.00
NOVEMBER 10, 2004
IN THE ORIGINAL AMOUNT SHOWN
PREUMSC-9/23/93bk
Page 6 SCHEDULE B
(continued)
Order No: 602010010 K04 Your Ref: LLA-PARCELS 6-8 PM "illu
TRUSTOR: CPDEVELOPMENT LA QUINTA, LLC, A CALIFORNIA LIMITED
LIABILITY COMPANY
TRUSTEE: NORTH AMERICAN TITLE INSURANCE COMPANY
BENEFICIARY: LENNAR HOMES OF CALIFORNIA, INC., A CALIFORNIA
CORPORATION
RECORDED: DECEMBER 9, 2004 AS INSTRUMENT NO. 979145 OFFICIAL
RECORDS
ORIGINAL LOAN
NUMBER: NOT SET OUT
z
AFFECTS: THE HEREIN DESCRIBED LAND AND OTHER LAND.
AA AN AGREEMENT TO MODIFY THE TERMS AND PROVISIONS OF SAID DEED OF TRUST AS
THEREIN PROVIDED
EXECUTED BY: CP DEVELOPMENT, ET AL
RECORDED: SEPTEMBER 26, 2005 AS INSTRUMENT NO. 2005-0793708,
OFFICIAL RECORDS
AB AN AGREEMENT WHICH STATES THAT THIS INSTRUMENT WAS SUBORDINATED
TO: DEED OF TRUST
RECORDED: SEPTEMBER 26, 2005 AS INSTRUMENT NO. 2005-0793712,
OFFICIAL RECORDS
BY AGREEMENT
RECORDED: SEPTEMBER 26, 2005 AS INSTRUMENT NO. 2005-0793707,
OFFICIAL RECORDS
AC 20. EASEMENTS FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS
SHOWN OR AS OFFERED FOR DEDICATION ON THE RECORDED MAP SHOWN BELOW.
MAP OF: PARCEL MAP NO. 31116
EASEMENT
PURPOSE: LANDSCAPE/PEDESTRIAN EASEMENTS
AFFECTS: PORTIONS OF PARCEL 6 THROUGH 8 AS DELINEATED ON SAID
MAP
EASEMENT
PURPOSE: STORM DRAIN
AFFECTS: PARCEL 6 THROUGH 8 AS DELINEATED ON SAID MAP
Ao 21. EASEMENTS FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS
SHOWN OR AS OFFERED FOR DEDICATION ON THE RECORDED MAP SHOWN BELOW.
'HtLIMHU-91M/9 bk
Q
Page 7 SCHEDULE B
(continued)
Order NO: 602010010 K04 Ynlir Rrf- r r n nn nl-T I I ., ....
MAP OF: PARCEL MAP 31116
EASEMENT
PURPOSE: IMPERIAL IRRIGATION DISTRICT
AFFECTS: 10 FEET IN WIDTH ADJACENT TO ALL PUBLIC STREETS
EASEMENT
PURPOSE: COACHELLA VALLEY WATER EASEMENT
AFFECTS: PARCELS 6 THROUGH 8
22. THE FACT THAT THE OWNERSHIP OF SAID LAND DOES NOT INCLUDE RIGHTS OF ACCESS
TO OR FROM THE STREET OR HIGHWAY ABUTTING SAID LAND, SUCH RIGHTS HAVING
BEEN RELINQUISHED BY THE MAP OF SAID TRACT.
AFFECTS: PARCELS 6 THROUGH 8 ABUTTING SEELEY DRIVE
SAID LAND HOWEVER, ABUTS UPON A PUBLIC THOROUGHFARE OTHER THAN THE ROAD
REFERRED TO ABOVE, OVER WHICH RIGHTS OF VEHICULAR INGRESS AND EGRESS HAVE
NOT BEEN RELINQUISHED.
AF 23. A DEED OF TRUST TO SECURE AN
BELOW
AMOUNT:
DATED:
TRUSTOR:
TRUSTEE:
BENEFICIARY:
RECORDED:
ORIGINAL LOAN
NUMBER:
AG
AFFECTS:
Ax END OF SCHEDULE B
IN THE ORIGINAL AMOUNT SHOWN
$3,170,000.00
SEPTEMBER 1, 2005
CP DEVELOPMENT LA QUINTA, LLC, A CALIFORNIA LIMITED
LIABILITY COMPANY
1ST CENTENNIAL BANK
1ST CENTENNIAL BANK
SEPTEMBER 26, 2005 AS INSTRUMENT NO. 2005-793712,
OFFICIAL RECORDS
(NOT SET OUT)
THE HEREIN DESCRIBED LAND AND OTHER LAND. `
Al NOTE NO. 1: IF THIS COMPANY IS REQUESTED TO DISBURSE FUNDS IN CONNECTION
WITH THIS TRANSACTION, CHAPTER 598, STATUTES OF 1989 MANDATES HOLD PERIODS
FOR CHECKS DEPOSITED TO ESCROW OR SUB -ESCROW ACCOUNTS. THE MANDATORY HOLD
PERIOD FOR CASHIER'S CHECKS, CERTIFIED CHECKS AND TELLER'S CHECKS IS ONE
BUSINESS DAY AFTER THE DAY DEPOSITED. OTHER CHECKS REQUIRE A HOLD PERIOD OF
FROM TWO TO FIVE BUSINESS DAYS AFTER THE DAY DEPOSITED. IN THE EVENT THAT
THE PARTIES TO THE CONTEMPLATED TRANSACTION WISH TO RECORD PRIOR TO THE
SCHEDULE B
Page e (Continued)
Order No: 602010010 K04 Your Ref: LLA-PARCELS 6-8 PM 31116
TIME THAT THE FUNDS ARE AVAILABLE FOR DISBURSEMENT (AND SUBJECT TO COMPANY
APPROVAL), THE COMPANY WILL REQUIRE THE PRIOR WRITTEN CONSENT OF THE
PARTIES. UPON REQUEST, A FORM ACCEPTABLE TO THE COMPANY AUTHORIZING SAID
EARLY RECORDING MAY BE PROVIDED TO ESCROW FOR EXECUTION.
WIRE TRANSFERS
THERE IS NO MANDATED HOLD PERIOD FOR FUNDS DEPOSITED BY CONFIRMED WIRE
TRANSFER. THE COMPANY MAY DISBURSE SUCH FUNDS THE SAME DAY.
CHICAGO TITLE WILL DISBURSE BY WIRE (WIRE -OUT) ONLY COLLECTED FUNDS OR
FUNDS RECEIVED BY CONFIRMED WIRE (WIRE -IN). THE FEE FOR EACH WIRE -OUT IS
$25.00. THE COMPANY'S WIRE -IN INSTRUCTIONS ARE:
WIRE -IN INSTRUCTIONS FOR C & I/SUBDIVISION INLAND:
BANK: UNION BANK
2001 MICHELSON DRIVE
IRVINE, CA 92714
BANK ABA: 122 000 496
ACCOUNT NAME: CHICAGO TITLE COMPANY
C&I/SUBDIVISION-INLAND
ACCOUNT NO.: 9120052850
FOR CREDIT TO: CHICAGO TITLE COMPANY
560 EAST HOSPITALITY LANE
SAN BERNARDINO, CA 92408
FURTHER CREDIT TO: ORDER NO.: 602010010
NOTE NO. 2: IF A 1970 ALTA OWNER'S OR LENDER'S OR 1975 ALTA LEASEHOLD
OWNER'S OR LENDER'S POLICY FORM HAS BEEN REQUESTED, THE POLICY, WHEN
APPROVED FOR ISSUANCE, WILL BE ENDORSED TO ADD THE FOLLOWING TO THE
EXCLUSIONS FROM COVERAGE CONTAINED THEREIN:
LOAN POLICY EXCLUSION:
ANY CLAIM, WHICH ARISES OUT OF THE TRANSACTION CREATING THE INTEREST OF THE
MORTGAGEE INSURED BY THIS POLICY, BY REASON OF THE OPERATION OF FEDERAL
BANKRUPTCY. STATE INSOLVENCY OR SIMILAR CREDITORS' RIGHTS LAWS.
OWNER'S POLICY EXCLUSION
ANY CLAIM, WHICH ARISES OUT OF THE TRANSACTION VESTING IN THE INSURED,THE
ESTATE OR INTEREST INSURED BY THIS POLICY, BY REASON OF THE OPERATION OF
FEDERAL BANKRUPTCY, STATE INSOLVENCY OR SIMILAR CREDITORS' RIGHTS LAWS.
PELIMBC-9/n/93bk
Page 9
SCHEDULE B
(continued)
Order No: 602010010 K04 Your Ref: LLA-PARCELS 6-8 PM 31116
NOTE NO. 3: CHICAGO TITLE COMPANY WILL REQUIRE THAT WE BE FURNISHED A
WRITTEN STATEMENT FROM THE BENEFICIARY OF ANY OUTSTANDING DEED OF TRUST
THAT THE ACCOUNT IS FROZEN PRIOR TO OUR PAYING THE DEMAND IF SAID DEED OF
TRUST SECURES A LINE OF CREDIT.
NOTE NO. 4: YOUR OPEN ORDER REQUEST INDICATES THAT A LIMITED LIABILITY
COMPANY WILL BE ACQUIRING, ENCUMBERING OR CONVEYING REAL PROPERTY IN YOUR
TRANSACTION. UNDER THE PROVISIONS OF "THE CALIFORNIA LIMITED LIABILITY
ACT, EFFECTIVE SEPTEMBER 30, 1994" THE FOLLOWING WILL BE REQUIRED:
1. A COPY OF THE ARTICLES OF ORGANIZATION (AND ALL AMENDMENTS, IF ANY)
THAT HAS BEEN FILED WITH THE SECRETARY OF STATE.
2. THE REQUIREMENT THAT THIS COMPANY BE PROVIDED WITH A COPY OF THE
OPERATING AGREEMENT. THE COPY PROVIDED MUST BE CERTIFIED BY THE
APPROPRIATE MANAGER OR MEMBER THAT IT IS A COPY OF THE CURRENT OPERATING
AGREEMENT.
3. IF THE LIMITED LIABILITY COMPANY IS MEMBER -MANAGED THEN THIS COMPANY
MUST BE PROVIDED WITH A CURRENT LIST OF THE MEMBER NAMES.
BG NOTE NO. 5: WE WISH TO REPORT THAT A REVIEW OF TAXING AUTHORITY RECORDS
INDICATES THAT THERE IS A BOND CURRENTLY AFFECTING SAID LAND. AT THIS TIME
THE EXACT AMOUNTS AND NATURE OF SAID BOND IS UNAVAILABLE. THIS INFORMATION
WILL FOLLOW IN THE FORM OF A SUPPLEMENTAL REPORT.
AFFECTS: A PORTION OF SAID LAND WITH OTHER LAND NOT DESCRIBED HEREIN.
Bi NOTE NO. 6: WE WISH TO REPORT THAT A REVIEW OF TAXING AUTHORITY RECORDS
INDICATES THAT THERE IS A BOND CURRENTLY AFFECTING SAID LAND. AT THIS TIME
THE EXACT AMOUNTS AND NATURE OF SAID BOND IS UNAVAILABLE. THIS INFORMATION
WILL FOLLOW IN THE FORM OF A SUPPLEMENTAL REPORT.
AFFECTS: A PORTION OF SAID LAND WITH OTHER LAND NOT DESCRIBED HEREIN.
Bx NOTE NO. 7: WE WISH TO REPORT THAT A REVIEW OF TAXING AUTHORITY RECORDS
INDICATES THAT THERE IS A BOND CURRENTLY AFFECTING SAID LAND. AT THIS TIME
THE EXACT AMOUNTS AND NATURE OF SAID BOND IS UNAVAILABLE. THIS INFORMATION
WILL FOLLOW IN THE FORM OF A SUPPLEMENTAL REPORT.
AFFECTS: A PORTION OF SAID LAND WITH OTHER LAND NOT DESCRIBED HEREIN.
Bn NOTE NO. 8: WE WISH TO REPORT THAT,A REVIEW OF TAXING AUTHORITY RECORDS
INDICATES THAT THERE IS A BOND CURRENTLY AFFECTING SAID LAND. AT THIS TIME
THE EXACT AMOUNTS AND NATURE OF SAID BOND IS UNAVAILABLE. THIS INFORMATION
WILL FOLLOW IN THE FORM OF A SUPPLEMENTAL REPORT.
AFFECTS: A PORTION OF SAID LAND WITH OTHER LAND NOT DESCRIBED HEREIN.
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EXHIBIT "A"S�
LOT LINE ADJUSTMENT NO.
\
EXISTING LEGAL DESCRIPTION: \
IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF
CALIFORNIA, PARCELS 6,7 AND 8 OF PARCEL MAP NO. 31116, AS
SHOWN BY MAP ON FILE IN BOOK 212, AT PAGES 60 THROUGH 66,
INCLUSIVE, OF PARCEL MAPS, RIVERSIDE COUNTY RECORDS, BEING IN
THE SOUTH HALF OF SECTION 19, TOWNSHIP 5 SOUTH, RANGE 7 EAST,
S.B.M.
E
0
EXHIBIT "A"
LOT LINE ADJUSTMENT NO.
PARCEL "A":
IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF
CALIFORNIA, PARCEL 6 TOGETHER WITH THAT PORTION OF PARCEL 7
OF PARCEL MAP NO. 31116, AS SHOWN BY MAP ON FILE IN BOOK 212,
AT PAGES 60 THROUGH 66, INCLUSIVE, OF PARCEL MAPS, RIVERSIDE
COUNTY RECORDS, BEING IN THE SOUTH HALF OF SECTION 19,
TOWNSHIP 5 SOUTH, RANGE 7 EAST, S.B.M., MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
BEGINNING AT THE MOST EASTERLY CORNER OF SAID PARCEL 7;
THENCE ALONG THE SOUTHEASTERLY, SOUTHWESTERLY AND
NORTHWESTERLY BOUNDARY LINES OF SAID PARCEL 7 THROUGH THE
FOLLOWING FIVE (5) COURSES:
(1) SOUTH 43°56'44" WEST, A DISTANCE OF 357.95 FEET TO THE
BEGINNING OF A NON -TANGENT CURVE, CONCAVE SOUTHWESTERLY,
HAVING A RADIUS OF 4,565.17 FEET, A RADIAL LINE PASSING THROUGH
SAID POINT BEARS NORTH 42059'27" EAST;
(2) THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE,
THROUGH A CENTRAL ANGLE OF 02057'46", AN ARC DISTANCE OF
236.07 FEET TO A POINT, A RADIAL LINE PASSING THROUGH SAID
POINT BEARS NORTH 40°01'41" EAST;
(3) THENCE NON -TANGENT TO SAID CURVE SOUTH 00°17'35" EAST, A
DISTANCE OF 11.03 FEET TO THE BEGINNING OF A NON -TANGENT
CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 2,500.00
FEET, A RADIAL LINE PASSING THROUGH SAID POINT BEARS NORTH
36°57'27" EAST;
(4) THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE,
THROUGH A CENTRAL ANGLE OF 05043'47", AN ARC DISTANCE OF
250.01 FEET TO A POINT, A RADIAL LINE PASSING THROUGH SAID
POINT BEARS NORTH 31°13'40" EAST;
(5) THENCE NON -TANGENT TO SAID CURVE NORTH 28°29'24" EAST, A
DISTANCE OF 153.02 FEET TO AN ANGLE POINT IN THE SOUTH-
EASTERLY BOUNDARY LINE OF SAID PARCEL 6 OF PARCEL MAP NO.
31116;
THENCE LEAVING THE BOUNDARY LINES OF SAID PARCEL 7 AND
Page 1 of 3
0
ALONG THE SOUTHWESTERLY, WESTERLY, NORTHERLY AND
EASTERLY LINES OF SAID PARCEL 6 THROUGH THE FOLLOWING
FIFTEEN (15) COURSES:
(1) THENCE NORTH 61°30'36" WEST, A DISTANCE OF 150.00 FEET;
(2) THENCE SOUTH 28`29'24" WEST A DISTANCE OF 150.35 FEET TO THE
BEGINNING OF A NON -TANGENT CURVE, CONCAVE SOUTHWESTERLY,
HAVING A RADIUS OF 2,500.00 FEET, A RADIAL LINE PASSING THROUGH
SAID POINT BEARS NORTH 27047'20" EAST;
(3) THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE,
THROUGH A CENTRAL ANGLE OF 09043'18", AN ARC DISTANCE OF
424.19 FEET TO THE BEGINNING OF A NON -TANGENT CURVE, CONCAVE
WESTERLY, HAVING A RADIUS OF 2,095.00 FEET, A RADIAL LINE
PASSING THROUGH SAID POINT BEARS NORTH 75025'34" EAST;
(4) THENCE NORTHERLY ALONG THE ARC OF LAST SAID CURVE,
THROUGH A CENTRAL ANGLE OF 02056'54", AN ARC DISTANCE OF
107.80 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE
EASTERLY, HAVING A RADIUS OF 18.00 FEET, A RADIAL LINE PASSING
THROUGH SAID POINT BEARS SOUTH 72028'40" WEST;
(5) THENCE NORTHERLY ALONG THE ARC OF LAST SAID CURVE,
THROUGH A CENTRAL ANGLE OF 27042'25", AN ARC DISTANCE OF 8.70
FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY,
HAVING A RADIUS OF 82.00 FEET, A RADIAL LINE PASSING THROUGH
SAID POINT BEARS SOUTH 79048'55" EAST;
(6) THENCE NORTHERLY ALONG THE ARC OF LAST SAID CURVE,
THROUGH A CENTRAL ANGLE OF 29001'21", AN ARC DISTANCE OF 41.54
FEET TO THE BEGINNING OF A COMPOUND CURVE, CONCAVE
WESTERLY, HAVING A RADIUS OF 2,107.00 FEET, A RADIAL LINE
PASSING THROUGH SAID POINT BEARS NORTH 71 °09'44" EAST;
(7) THENCE NORTHERLY ALONG THE ARC OF LAST SAID CURVE,
THROUGH A CENTRAL ANGLE OF 03016'31", AN ARC DISTANCE OF
120.45 FEET;
(8) THENCE NON -TANGENT TO LAST SAID CURVE NORTH 22046'41"
EAST, A DISTANCE OF 5.77 FEET;
(9) THENCE NORTH 67-06-56" EAST,
BEGINNING OF A TANGENT CURVE,
HAVING A RADIUS OF 540.00 FEET;
A DISTANCE OF 52.05 FEET TO THE
CONCAVE NORTHWESTERLY,
Page 2 of 3
(10) THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE,
THROUGH A CENTRAL ANGLE OF 15052'03", AN ARC DISTANCE OF
149.55 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE
SOUTHEASTERLY, HAVING A RADIUS OF 810.00 FEET, A RADIAL LINE
PASSING THROUGH SAID POINT BEARS NORTH 38045'07" WEST;
(11) THENCE NORTHEASTERLY ALONG THE ARC OF LAST SAID CURVE,
THROUGH A CENTRAL ANGLE OF 31010'05", AN ARC DISTANCE OF
440.63 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE
NORTHERLY, HAVING A RADIUS OF 840.00 FEET, A RADIAL LINE
PASSING THROUGH SAID POINT BEARS SOUTH 07035'02" EAST;
(12) THENCE EASTERLY ALONG THE ARC OF LAST SAID CURVE,
THROUGH A CENTRAL ANGLE OF 13034'42", AN ARC DISTANCE OF
199.07 FEET;
(13) THENCE NON -TANGENT TO LAST SAID CURVE SOUTH 16°39'14"
EAST, A DISTANCE OF 55.87 FEET TO THE BEGINNING OF A TANGENT
CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 250.00 FEET;
(14) THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, THROUGH
A CENTRAL ANGLE OF 20041'22", AN ARC DISTANCE OF 90.27 FEET;
(15) THENCE TANGENT TO SAID CURVE SOUTH 04°02'08" WEST A
DISTANCE OF 333.46 FEET TO THE NORTHWESTERLY PROLONGATION
OF THE NORTHEASTERLY LINE OF SAID PARCEL 7;
THENCE LEAVING SAID BOUNDARY LINES OF PARCEL 6 AND ALONG
SAID PROLONGATION AND SAID NORTHEASTERLY LINE OF PARCEL 7
SOUTH 50010'13" EAST, A DISTANCE OF 592.88 FEET TO THE POINT OF
BEGINNING.
SUBJECT TO EXISTING EASEMENTS, COVENANTS,
RIGHTS AND RIGHTS -OF -WAY OF RECORD. eeo
le \pNpJ_ LAArp
CONTAINING 588,702 SQUARE FEET
OR 13.515 ACRES, MORE OR LESS.
4% OF c
Page 3 of 3
EXHIBIT "A"
LOT LINE ADJUSTMENT NO. -
PARCEL "B":
IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF
CALIFORNIA, PARCEL 8 TOGETHER WITH THAT PORTION OF PARCEL 7
OF PARCEL MAP NO. 31116, AS SHOWN BY MAP ON FILE IN BOOK 212,
AT PAGES 60 THROUGH 66, INCLUSIVE, OF PARCEL MAPS, RIVERSIDE
COUNTY RECORDS, BEING IN THE SOUTH HALF OF SECTION 19,
TOWNSHIP 5 SOUTH, RANGE 7 EAST, S.B.M., MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
BEGINNING AT THE MOST SOUTHERLY CORNER OF SAID PARCEL 8;
THENCE ALONG THE SOUTHEASTERLY, EASTERLY AND NORTHERLY
BOUNDARY LINES OF SAID PARCEL 8 THROUGH THE FOLLOWING FIVE
(5) COURSES:
(1) NORTH 43-56-44" EAST, A DISTANCE OF 152.65 FEET;
(2) THENCE NORTH 00°12-13" WEST, A DISTANCE OF 790.73 FEET;
(3) THENCE SOUTH 89°47'47" WEST, A DISTANCE OF 239.56 FEET TO
THE BEGINNING OF A TANGENT CURVE, CONCAVE NORTHEASTERLY,
HAVING A RADIUS OF 80.00 FEET;
(4) THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE,
THROUGH A CENTRAL ANGLE OF 45027'41", AN ARC DISTANCE OF 63.48
FEET;
(5) THENCE TANGENT TO SAID CURVE NORTH 44-44-32" WEST, A
DISTANCE OF 91.61 FEET TO THE BEGINNING OF A NON -TANGENT
CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 440.00
FEET, A RADIAL LINE PASSING THROUGH SAID POINT BEARS SOUTH
49°06'37" EAST;
THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE AND
CONTINUING ALONG SAID NORTHERLY LINE OF PARCEL 8 AND ALONG
THE NORTHERLY LINE OF SAID PARCEL 7, THROUGH A CENTRAL
ANGLE OF 23054'45", AN ARC DISTANCE OF 183.63 FEET TO THE
BEGINNING OF A COMPOUND CURVE, CONCAVE NORTHWESTERLY,
HAVING A RADIUS OF 840.00 FEET, A RADIAL LINE PASSING THROUGH
SAID POINT BEARS SOUTH 25011'52" EAST;
THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE AND
Page 1 of 2
® 0
CONTINUING ALONG SAID NORTHERLY LINE OF PARCEL 7, THROUGH A
CENTRAL ANGLE OF 04-02-08", AN ARC DISTANCE OF 59.16 FEET TO
THE MOST NORTHERLY NORTHWEST CORNER OF SAID PARCEL 7;
THENCE ALONG THE WESTERLY LINES OF SAID PARCEL 7 THROUGH
THE FOLLOWING THREE (3) COURSES:
(1) SOUTH 16°39'14" EAST AND NON -TANGENT TO LAST SAID CURVE, A
DISTANCE OF 55.87 FEET TO THE BEGINNING OF A TANGENT CURVE,
CONCAVE WESTERLY, HAVING A RADIUS OF 250.00 FEET;
(2) THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, THROUGH A
CENTRAL ANGLE OF 20°41'22", AN ARC DISTANCE OF 90.27 FEET;
(3) THENCE TANGENT TO SAID CURVE SOUTH 04002'08" WEST, A
DISTANCE OF 333.46 FEET TO THE NORTHWESTERLY PROLONGATION
OF THE SOUTHWESTERLY LINE OF SAID PARCEL 8;
THENCE LEAVING SAID WESTERLY LINES OF PARCEL 7 AND ALONG
SAID PROLONGATION AND SAID SOUTHWESTERLY LINE OF PARCEL 8,
SOUTH 50010'13" EAST, A DISTANCE OF 592.88 FEET TO THE POINT OF
BEGINNING.
SUBJECT TO EXISTING EASEMENTS, COVENANTS,
RIGHTS AND RIGHTS -OF -WAY OF RECORD.
ING 411,680
LA"
OR 9.4511ACRES, MORE OORRLESS. ���oE FEETN wv D A.O
N\� OF
Page 2 of 2
CITY OF LA QUINTA - CERTIFICATE OF LOT LI ADJUSTMENT
EXHIBIT 'B-1' LOT LINE ADJUSTMENT NO.
MILES AVENUE
SEE SHEET 2 FOR
ANNOTATION TABLES
R 1
N-1-It
DETAIL 'A'
NOT TO SCALE
Np
2
Lam
S Ex"130/06 w
OF cis-f
PARCEL 2 R11
/. DRIVV�
/ V' SO -
ACC'
ACCESS
a R9 � �A
0
—20' PEDESTRIAN/
LANDSCAPE ESMT.
DEDICATED HEREON
R ss PARCEL •A•
g 13.515 AC.
LOOT 'CE'
L 7
aiv
SEE DETAIL 'A'
AT UPPER LEFT
SCALE: 1 " = 200'
qDMSA CONSULTING, INC.
MAINffiRO, SMITH & AssociATEs, INC.
PLANNINQ C[vm ENouaEEFmo ■ LAND SunvEYIN
34200 BOB HOPE DRIVE ■ RANCHO MMAOE ■ CA 92270
TELEPHONE (760) 320-9811 0 FAX (760) 323-7893
SHEET 1 OF 2 J.N. 1612
PARCEL I
IPJA1F:tICC3EIL�9
C/L 70'
ACCESS
r C/L 77'
ACCESS
II SLOT LINE TO BE
V DELETED
PARCEL 'B°
9.451 AC.
pG�1G�C�C��
NEW ADJUSTED
K—LOT LINE
J' S\
ic
LOT LINE TO BE
DELETED
P,'RCZL 7
NE'LY LINE
OR 64/54694
LEGEND
EXISTING LOT LINE TO BE DELETED
EXISTING LOT LINE TO REMAIN
NEW ADJUSTED LOT LINE
CITY OF LA QUTATA - CERTIFICATE OF LOT LINE ADJUSTMENT
EXHIBIT •B-2• I LOT LINE ADJUSTMENT NO.
LAND
RADIAL DATA
NO.
BEARING
R1
N 40'01'41"
E
R2
N 36'57'27"
E
R3
N 27'47'20"
E
R4
N 75'25'34"
E
R5
N 18'04'02"
E
R6
N 72'28'40"
E
R7
N 71'09'44"
E
R8
N 67'53'13"
E
R9
N 38'45'07"
W
R10
N 07'35'02"
W
R11
N 21'09'44"
W
R12
N 25'11'52"
W
R13
N 49'06'37"
W
R14
N 31'13'40"
E
R15
N 42'59'27"
E
R16
IN 79'48'55"
W
LINE DATA
NO.
BEARING
LENGTH
L1
N 28'29'24"
E
153.02'
L2
N 61'30'36"
W
150.00'
L3
S 28'29'24"
W
150.35'
L4
N 22'46'41"
E
5.77'
L5
N 67'06'56"
E
52.05'
L6
N 44'44'32"
W
91.61'
L7
S 16*39'14"
E
55.87'
L8
IS 00'17'35"
E
11.03'
L9
S 04'02'08"
W
333.46'
L10
S 89'47'47"
W
239.56'
CURVE DATA
NO.
DELTA
RADIUS
LENGTH
TANGENT
C1
02'57'46"
4565.17'
236.07'
118.06'
C2
05'43'47"
2500.00'
250.01'
125.11'
C3
09'43'18"
2500.00'
424.19'
212.61'
C4
02'56'54"
2095.00'
107.80'
53.91'
C5
27'42'25"
18.00'
8.70'
4.44'
C6
29'01'21"
82.00'
41.54'
21.22'
C7
03'16'31"
2107.00'
120.45'
60.24'
C8
15'52'03"
540.00'
149.55'
75.25'
C9
31'10'05"
810.00,
440.63'
225.91'
C10
13'34'42"
840.00'
199,07'
100.00'
C11
04'02'08"
840.00'
59.16'
29.59'
C12
17'36'50"
840.00'
258.23'
130.14'
C13
45'27'41"
80.00'
63.48'
33.52'
C14
23'54'45"
440.00'
183.63'
93.17'
C15
20'41'22"
250.00'
90.27'
45.63'
MSA CONSULTING, INC.
10 IVIAIHIERO, SM1TH & ASSOCIATES, INC.
PLANNING o CrvE. ENCE� mum a LAND SuRVEYI ro
34200 Boa HOPE DRivE a RANCHO MELIOE ■ CA 92270
TELEPHONE (760N 320-9811 a FAx (760) 323-7893
J.N. 1612 SHEET 2 OF 2
User Name: ASalcedo
Project: 1612 Survey As
®
Date:
12-22-05
Time:
14:06:06
Create Mapcheck Reports
Page:
1
Lot Name: PARCEL "A"
Lot Area (Square Feet): 588702
Lot Area (Acres): 13.515
Course Data:(Mapcheck Through Radius Points Method)
Point
Northing
Basting
Direction
Distance
Begin
9739.9900
11231.5959
S43056'44"W
357.95
PC
9482.2662
10983.1877
RP
6143.0141
7870.2835
Curve Direction:
CCW
Radial In:
S42°59127"W
D.O.0 Arc:
01-15'18"
D.O.0 Chord:
01°15118"
Radius:
4565.17
Delta angle:
02-57'46"
Tangent length:
118.06
Arc length:
236.07
Chord Direction:
N48°29126"W
Chord length:
236.04
External:
1.53
Middle ordinate:
1.53
Radial out:
N40'01'41"E
Point
Northing
Easting
Direction
Distance
PT
9638.6999
10806.4302
S00-171351-E
11.03
PC
9627.6701
10806.4867
RP
7629.9658
9303.4305
Curve Direction:
CCW
Radial In:
S36°57127"W
D.O.0 Arc:
02-17131"
D.O.0 Chord:
02-17131"
Radius:
2500.00
Delta angle:
05-43147"
Tangent length:
125.11
Arc length:
250.01
Chord Direction:
N55°5412611W
Chord length:
249.90
External:
3.13
Middle ordinate:
3.12
Radial Out:
N31°13'40"E
Point
Northing
Easting
Direction
Distance
PT
9767.7484
10599.5346
N28°29124"E
153.02
9902.2377
10672.5260
N6103013611W
150.00
9973.7885
10540.6909
S28°29124"W
150.35
PC
9841.6458
10468.9732
RP
7629.9673
9303.4354
Curve Direction:
CCW
Radial In:
S27°47120"W
User Name: ASalcedo
®
Date: 12-22-05
Project:
1612 Survey Ca
Time: 14:06:06
Create
Mapcheck Reports
Page: 2
D.O.0 Arc:
02-17131"
D.O.0 Chord:
02-17131"
Radius:
2500.00
Delta angle:
09-43118"
Tangent length:
212.60
Arc length:
424.19
Chord Direction:
N67-0411911W
Chord length:
423.68
External:
9.02
Middle ordinate:
8.99
Radial Out:
N18°0410211E
Point
Northing
Easting
Direction
Distance
PCC
10006.7006
10078.7670
RP
9479.5393
8051.1758
Curve Direction:
CCW
Radial In:
S75°25'34"W
D.O.0 Arc:
02-44106"
D.O.0 Chord:
02°44'07"
Radius:
2095.00
Delta angle:
02°56'54"
Tangent length:
53.91
Arc length:
107.80
Chord Direction:
N16002153"W
Chord length:
107.79
External:
0.69
Middle ordinate:
0.69
Radial out:
N72°28140"E
Point
Northing
Easting
Direction
Distance
PRC
10110.2928
10048.9683
RP
10115.7122
10066.1331
Curve Direction:
CW
Radial In:
N72°28'40"E
D.O.0 Arc:
318018136"
D.O.0 Chord:
N/A
Radius:
-
18.00
Delta angle:
27-42-25"
Tangent length:
4.44
Arc length:
8.70
Chord Direction:
NO3°4010811W
Chord length:
8.62
External:
0.54
Middle ordinate:
0.52
Radial Out:
N79°48155"W
Point
Northing
Easting
Direction
Distance
PRC
10118.8950
10048.4168
RP
10133.3944
9967.7088
Curve Direction:
CCW
Radial In:
N79°4815511W
User Name: ASalcedo
®
Date: 12-22-05
Project:
1612 Survey Ca
Time: 14:06:06
Create
Mapcheck Reports
Page: 3
D.O.0 Arc:
69°52'22"
D.O.0 Chord:
75-08137"
Radius:
82.00
Delta angle:
29-01121"
Tangent length:
21.22
Arc length:
41.54
Chord Direction:
N04°19135"W
Chord length:
41.09
External:
2.70
Middle ordinate:
2.62
Radial Out:
N71°09'44"E
Point
Northing
Easting
Direction
Distance
PCC
10159.8713
10045.3166
RP
9479.5426
8051.1748
Curve Direction:
CCW
Radial In:
S71°09'44"W
D.O.0 Arc:
02°43110"
D.O.0 Chord:
02°43'10"
Radius:
2107.00
Delta angle:
03-16131"
Tangent length:
60.24
Arc length:
120.45
Chord Direction:
N20°2813111W
Chord length:
120.43
External:
0.86
Middle ordinate:
0.86
Radial Out:
N67°53113"E
Point
Northing
Easting
Direction
Distance
PT
10272.6919
10003.1899
N22°46'41"E
5.77
10278.0119
10005.4239
N67°06156"E
52.05
PC
10298.2528
10053.3771
RP
10795.7499
9843.3852
Curve Direction:
CCW
Radial In:
N22°53104"W
D.O.0 Arc:
10-36137"
D.O.0 Chord:
10-37132"
Radius:
540.00
Delta angle:
15-52103"
Tangent length:
75.26
Arc length:
149.55
Chord Direction:
N59010'5511E
Chord length:
149.07
External:
5.22
Middle ordinate:
5.17
Radial Out:
S38°4510711E
Point
Northing
Easting
Direction
Distance
PRC
10374.6238
10181.3982
RP
9742.9345
10688.4176
User Name: ASalcedo
Project: 1612 Survey Ca
Create Mapcheck Reports
® Date: 12-22-05
Time: 14:06:06
Page: 4
Curve Direction:
CW
Radial In:
S38°45'07"E
D.O.0 Arc:
07-04125"
D.O.0 Chord:
07004141"
Radius:
810.00
Delta angle:
31010105"
Tangent length:
225.91
Arc length:
440.63
Chord Direction:
N66°49156"E
Chord length:
435.22
External:
30.91
Middle ordinate:
29.78
Radial Out:
N07°35102"W
Point
Northing
Easting
Direction
Distance
PRC
10545.8492
10581.5157
RP
11378.5015
10470.6545
Curve Direction:
CCW
Radial In:
N07°3510211W
D.O.0 Arc:
06-49115"
D.O.0 Chord:
06049130"
Radius:
840.00
Delta angle:
13°34'42"
Tangent length:
100.00
Arc length:
199.07
Chord Direction:
N75°37137"E
Chord length:
198.60
External:
5.93
Middle ordinate:
5.89
Radial Out:
S21"09'44"E
Point
Northing
Easting
Direction
Distance
PT
10595.1494
10773.9027
S16°39114"E
55.87
PC
10541.6229
10789.9144
RP
10469.9755
10550.4011
Curve Direction:
CW
Radial In:
S73°20'46"W
D.O.0 Arc:
22-55106"
D.O.0 Chord:
23-04126"
Radius:
250.00
Delta angle:
20-41122"
Tangent length:
45.63
Arc length:
90.27
Chord Direction:
S06°1813311E
Chord length:
89.79
External:
4.13
Middle ordinate:
4.06
Radial Out:
S85°5715211E
Point
Northing
Easting
Direction
Distance
PT
10452.3817
10799.7812
SO4°02108"W
333.46
User Name: ASalcedo
Project: 1612 Survey Ca
Create Mapcheck Reports
® Date: 12-22-05
Time: 14:06:06
Page: 5
10119.7485 10776.3138 S50010'13"E 592.88
End 9740.0040 11231.6168
Closing Direction: S56°13133"W
Closing Distance: 0.0251
Error of Closure 1 : 156389
User Name: ASalcedo
Date: 12-22-05
Project:
1612 Survey Ca
Create Mapcheck
Reports
Time: 10:35:33
Page: 1
Lot Name:
PARCEL "B"
Lot Area
(Square Feet):
411680
Lot Area
(Acres):
9.451
Course Data:(Mapcheck Through
-----------------------------------
Radius Points
Method)
Point
Northing
Easting
-
Direction
- -
Distance
Begin
9739.9900
11231.5959
N43°56144"E
152.65
9849.8979
11337.5311
N00012113"W
790.73
10640.6229
11334.7211
S89°47'47"W
239.56
PC
10639.7716
11095.1626
RP
10719.7711
11094.8783
Curve Direction:
CW
Radial In:
N00°1211311W
D.O.0 Arc:
71°37111"
D.O.0 Chord:
77-21152"
Radius:
80.00
Delta angle:
45°27'4l"
Tangent length:
33.52
Arc length:
63.48
Chord Direction:
N67°28'22"W
Chord length:
61.82
External:
6.74
Middle ordinate:
6.21
Radial Out:
S45°15128"W
Point
Northing
Basting
Direction
Distance
PT
10663.4577
11038.0559
N44°44132"W
91.61
PC
10728.5265
10973.5699
RP
11016.5528
10640.9427
Curve Direction:
CW
Radial In:
N49°0613711W
D.O.0 Arc:
13-01'18"
D.O.0 Chord:
13-03100"
Radius:
440.00
Delta angle:
23-54145"
Tangent length:
93.17
Arc length:
183.63
Chord Direction:
S52°50'46"W
Chord length:
182.30
External:
9.76
Middle ordinate:
9.55
Radial Out:
S25°1115211E
Point
Northing
Fasting
Direction
Distance
PCC
10618.4216
10828.2701
RP
11378.4902
10470.6450
Curve Direction:
CW
Radial In:
N25°11152"W
D.O.0 Arc:
06°49'15"
User Name: ASalcedo
®
Date: 12-22-05
Project: 1612 Survey Ca
Time:
Create Mapcheck Reports
10:35:33
Page: 2
D.O.0 Chord:---------------------===06°49'3011====________-_----____-__
Radius:
840.00
Delta angle:
04-02108"
Tangent length:
29.59
Arc length:
59.16
Chord Direction:
S66°49112"W
Chord length:
59.15
External:
0.52
Middle ordinate:
0.52
Radial Out:
S21°09144"E
Point Northing
Easting Direction
Distance
PT 10595.1381
10773.8932 S16°3911411E
55.87
PC 10541.6117
RP 10469.9643
Curve Direction:
Radial In:
D.O.0 Arc:
D.O.0 Chord:
Radius:
Delta angle:
Tangent length:
Arc length:
Chord Direction:
Chord length:
External:
Middle ordinate:
Radial Out:
Point Northing
PT 10452.3704
10119.7372
End 9739.9927
Closing Direction:
Closing Distance:
Error of Closure
10789.9050
10550.3916
Easting
10799.7718
10776.3043
11231.6074
S76°4512911W
0.0118
1 : 225545
CW
S73°20'46"W
22°55'06"
23004'26"
250.00
20°41'22"
45.63
90.27
S06°18'33"E
89.79
4.13
4.06
S85°57'52"E
Direction
SO4°02108"W
S50-1011311E
Distance
333.46
592.88
Letter of Transmittal
Date: March 22, 2006 Via: Hand Delivery p
Job#: 1612.22 R CE,! v E5
To: Stan Sawa Principal Planner
vaF11
CITY OF LA QUINTA Community Development Departmen
' -I,'E OF THE V.A.
78-495 Calle Tampico P.O. Box 1504, 92247 I_F,..•IUTIES / CONSTRUCTIO
La Quinta, Callfornia 92247-1504
From: Tony MaCICIOx
i Re: LLA 2006-452 (Par. 6, 7, & 6 of PM 31116)
Project: Centre Pointe, La Quinta
3
CC: Lisa D. Carr, Ali Tourkaman, Rick Jacobs, Richard Oliphant
R
❑ Urgent ❑ For Review ❑ Please Comment ® As Requested ❑ other
CITY.
ITEM
1
The City's original redlined comments and instructions
1
Stamped & wet signed revised Exhibits "A" and "B"
s Comments: Stan — we have made the requested changes and are resubmitting for final approval. If you have any
questions, please feel free to contact our office. Thank you.
34200 BOB HOPE DRIVEN RANCHO MIRAGE N CALIFORNIA ® 92270
760.320-9811 0 760.323-7893 fax N www.DvISACONSULTINGINC.com
EXHIBIT "A"
LOT LINE ADJUSTMENT NO. 2006452
EXISTING LEGAL DESCRIPTION:
IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF
CALIFORNIA, PARCELS 6,.7 AND 8 OF PARCEL MAP NO. 31116, AS
SHOWN BY MAP ON FILE IN BOOK 212, AT PAGES 60 THROUGH 66,
INCLUSIVE, OF PARCEL MAPS, RIVERSIDE COUNTY RECORDS, BEING IN
THE SOUTH HALF OF SECTION 19, TOWNSHIP 5 SOUTH, RANGE 7 EAST,
S.B.M.
EXHIBIT "A"
LOT LINE ADJUSTMENT NO.2006-452
PARCEL "A":
IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF
CALIFORNIA, PARCEL 6 TOGETHER WITH THAT PORTION OF PARCEL 7
OF PARCEL MAP NO. 31115, AS SHOWN BY MAP ON FILE IN BOOK 212,
AT PAGES 60 THROUGH 66, INCLUSIVE, OF PARCEL MAPS, RIVERSIDE
COUNTY RECORDS, BEING IN THE SOUTH HALF OF SECTION 19,
TOWNSHIP 5 SOUTH, RANGE 7 EAST, S.B.M., MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
BEGINNING AT THE MOST EASTERLY CORNER OF SAID PARCEL 7;
THENCE ALONG THE SOUTHEASTERLY, SOUTHWESTERLY AND
NORTHWESTERLY BOUNDARY LINES OF SAID PARCEL 7 THROUGH THE
FOLLOWING FIVE (5) COURSES:
(1) SOUTH 43-56'44" WEST, A DISTANCE OF 357.95 FEET TO THE
BEGINNING OF A NON -TANGENT CURVE, CONCAVE SOUTHWESTERLY,
HAVING A RADIUS OF 4,565.17 FEET, A RADIAL LINE PASSING THROUGH
SAID POINT BEARS NORTH 42059'27" EAST;
(2) THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE,
THROUGH A CENTRAL ANGLE OF 02057'46", AN ARC DISTANCE OF
236,07 FEET TO A POINT, A RADIAL LINE PASSING THROUGH SAID
POINT BEARS NORTH 40°01'41" EAST;
(3) THENCE NON -TANGENT TO SAID CURVE SOUTH 00-17-35" EAST, A
DISTANCE OF 11.03 FEET TO THE BEGINNING OF A NON -TANGENT
CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 2,500.00
FEET, A RADIAL LINE PASSING THROUGH SAID POINT BEARS NORTH
36°57'27" EAST;
(4) THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE,
THROUGH A CENTRAL ANGLE OF 05043'47", AN ARC DISTANCE OF
250.01 FEET TO A POINT, A RADIAL LINE PASSING THROUGH SAID
POINT BEARS NORTH 31°13'40" EAST;
(5) THENCE NON -TANGENT TO SAID CURVE NORTH 28°29'24" EAST, A
DISTANCE OF 153.02 FEET TO AN ANGLE POINT 1N THE SOUTH-
EASTERLY BOUNDARY LINE OF SAID PARCEL 6 OF PARCEL MAP NO.
31116;
THENCE LEAVING THE BOUNDARY LINES OF SAID PARCEL 7 AND
Page I of 3
ALONG THE SOUTHWESTERLY, WESTERLY, NORTHERLY AND
EASTERLY LINES OF SAID PARCEL 6 THROUGH THE FOLLOWING
FIFTEEN (15) COURSES:
(1) THENCE NORTH 61°30'36" WEST, A DISTANCE OF 150.00 FEET;
(2) THENCE SOUTH 28°29'24" WEST A DISTANCE OF 150.35 FEET TO THE
BEGINNING OF A NON -TANGENT CURVE, CONCAVE SOUTHWESTERLY,
HAVING A RADIUS OF 2,500.00 FEET, A RADIAL LINE PASSING THROUGH
SAID POINT BEARS NORTH 27047'20" EAST;
(3) THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE,
THROUGH A CENTRAL ANGLE OF 0904318", AN ARC DISTANCE OF
424.19 FEET TO THE BEGINNING OF A NON -TANGENT CURVE, CONCAVE
WESTERLY, HAVING A RADIUS OF 2,095.00 FEET, A RADIAL LINE
PASSING THROUGH SAID POINT BEARS NORTH 75025'34" EAST;
(4) THENCE NORTHERLY ALONG THE ARC OF LAST SAID CURVE,
THROUGH A CENTRAL ANGLE OF 02°56'54", AN ARC DISTANCE OF
107.80 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE
EASTERLY, HAVING A RADIUS OF 18.00 FEET, A RADIAL LINE PASSING
THROUGH SAID POINT BEARS SOUTH 72026'40" WEST;
(5) THENCE NORTHERLY ALONG THE ARC OF LAST SAID CURVE,
THROUGH A CENTRAL ANGLE OF 27°42'25", AN ARC DISTANCE OF 8.70
FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY,
HAVING A RADIUS OF 82.00 FEET, A RADIAL LINE PASSING THROUGH
SAID POINT BEARS SOUTH 79°48'55" EAST;
(6) THENCE NORTHERLY ALONG THE ARC OF LAST SAID CURVE,
THROUGH A CENTRAL ANGLE OF 29001'21", AN ARC DISTANCE OF 41.54
FEET TO THE BEGINNING OF A COMPOUND CURVE, CONCAVE
WESTERLY, HAVING A RADIUS OF 2,107.00 FEET, A RADIAL LINE
PASSING THROUGH SAID POINT BEARS NORTH 71 °09'44" EAST;
(7) THENCE NORTHERLY ALONG THE ARC OF LAST SAID CURVE,
THROUGH A CENTRAL ANGLE OF 03016'31", AN ARC DISTANCE OF
120.45 FEET;
(8) THENCE NON -TANGENT TO LAST SAID CURVE NORTH 22°46'41"
EAST, A DISTANCE OF 5.77 FEET;
(9) THENCE NORTH 67°06'56" EAST, A DISTANCE OF 52.05 FEET TO THE
BEGINNING OF A TANGENT CURVE, CONCAVE NORTHWESTERLY,
HAVING A RADIUS OF 540.00 FEET;
Page 2 of 3
(10) THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE,
THROUGH A CENTRAL ANGLE OF 15°52'03", AN ARC DISTANCE OF
149.55 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE
SOUTHEASTERLY, HAVING A RADIUS OF 810.00 FEET, A RADIAL LINE
PASSING THROUGH SAID POINT BEARS NORTH 38045'07" WEST;
(11) THENCE NORTHEASTERLY ALONG THE ARC OF LAST SAID CURVE,
THROUGH A CENTRAL ANGLE OF 31 °10'05", AN ARC DISTANCE OF
440.63 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE
NORTHERLY, HAVING A RADIUS OF 840.00 FEET, A RADIAL LINE
PASSING THROUGH SAID POINT BEARS SOUTH 07°35'02" EAST;
(12) THENCE EASTERLY ALONG THE ARC OF LAST SAID CURVE,
THROUGH A CENTRAL ANGLE OF 13°3442", AN ARC DISTANCE OF
199.07 FEET;
(13) THENCE NON -TANGENT TO LAST SAID CURVE SOUTH 16039'14"
EAST, A DISTANCE OF 55.87 FEET TO THE BEGINNING OF A TANGENT
CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 250.00 FEET;
(14) THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, THROUGH
A CENTRAL ANGLE OF 20°41'22%AN ARC DISTANCE OF 90,27 FEET;
(15) THENCE TANGENT TO SAID CURVE SOUTH 04°02'08" WEST A
DISTANCE OF 333.46 FEET TO THE NORTHWESTERLY PROLONGATION
OF THE NORTHEASTERLY LINE OF SAID PARCEL 7;
THENCE LEAVING SAID BOUNDARY LINES OF PARCEL 6 AND ALONG
SAID PROLONGATION AND SAID NORTHEASTERLY LINE OF PARCEL 7
SOUTH 50010'13" EAST, A DISTANCE OF 592.88 FEET TO THE POINT OF
BEGINNING.
SUBJECT TO EXISTING EASEMENTS, COVENANTS,
RIGHTS AND RIGHTS -OF -WAY OF RECORD.
CONTAINING 588,702 SQUARE FEET
OR 13.515 ACRES, MORE OR LESS.
Page 3 of 3
EXHIBIT "A"
LOT LINE ADJUSTMENT NO. 2006-462
PARCEL "B":
IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF
CALIFORNIA, PARCEL 8 TOGETHER WITH THAT PORTION OF PARCEL 7
OF PARCEL MAP NO. 31116, AS SHOWN BY MAP ON FILE IN BOOK 212,
AT PAGES 60 THROUGH 66, INCLUSIVE, OF PARCEL MAPS, RIVERSIDE
COUNTY RECORDS, BEING IN THE SOUTH HALF OF SECTION 19,
TOWNSHIP 5 SOUTH, RANGE 7 EAST, S.B.M., MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
BEGINNING AT THE MOST SOUTHERLY CORNER OF SAID PARCEL 8;
THENCE ALONG THE SOUTHEASTERLY, EASTERLY AND NORTHERLY
BOUNDARY LINES OF SAID PARCEL 8 THROUGH THE FOLLOWING FIVE
(5) COURSES:
(1) NORTH 43-56-44" EAST, A DISTANCE OF 152.65 FEET;
(2) THENCE NORTH 001213" WEST, A DISTANCE OF 790.73 FEET;
(3) THENCE SOUTH 89°4747" WEST, A DISTANCE OF 239.56 FEET TO
THE BEGINNING OF A TANGENT CURVE, CONCAVE NORTHEASTERLY,
HAVING A RADIUS OF 80.00 FEET;
(4) THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE,
THROUGH A CENTRAL ANGLE OF 45027'41", AN ARC DISTANCE OF 63.48
FEET;
(5) THENCE TANGENT TO SAID CURVE NORTH 44-44-32" WEST, A
DISTANCE OF 91.61 FEET TO THE BEGINNING OF A NON -TANGENT
CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 440.00
FEET, A RADIAL LINE PASSING THROUGH SAID POINT BEARS SOUTH
49006'37" EAST;
THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE AND
CONTINUING ALONG.SAID NORTHERLY LINE OF PARCEL 8 AND ALONG
THE NORTHERLY LINE OF SAID PARCEL 7, THROUGH A CENTRAL
ANGLE OF 23054'45", AN ARC DISTANCE OF 183.63 FEET TO THE
BEGINNING OF A COMPOUND CURVE, CONCAVE NORTHWESTERLY,
HAVING A RADIUS OF 840.00 FEET, A RADIAL LINE PASSING THROUGH
SAID POINT BEARS SOUTH 25011'52" EAST;
THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE AND
CONTINUING ALONG SAID NORTHERLY LINE OF PARCEL 7, THROUGH A
Page 1 of 2
CENTRAL ANGLE OF 04002'08", AN ARC DISTANCE OF 59.16 FEET TO
THE MOST NORTHERLY NORTHWEST CORNER OF SAID PARCEL 7;
THENCE ALONG THE WESTERLY LINES OF SAID PARCEL 7 THROUGH
THE FOLLOWING THREE (3) COURSES:
(1) SOUTH 16-39-14" EAST AND NON -TANGENT TO LAST SAID CURVE, A
DISTANCE OF 55.87 FEET TO THE BEGINNING OF A TANGENT CURVE,
CONCAVE WESTERLY, HAVING A RADIUS OF 250.00 FEET;
(2) THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, THROUGH A
CENTRAL ANGLE OF 20°4122", AN ARC DISTANCE OF 90.27 FEET;
(3) THENCE TANGENT TO SAID CURVE SOUTH 04-02-08" WEST, A
DISTANCE OF 333.46 FEET TO THE NORTHWESTERLY PROLONGATION
OF THE SOUTHWESTERLY LINE OF SAID PARCEL 8;
THENCE LEAVING SAID WESTERLY LINES OF PARCEL 7 AND ALONG
SAID PROLONGATION AND SAID SOUTHWESTERLY LINE OF PARCEL 8,
SOUTH 50010'13" EAST, A DISTANCE OF 592.88 FEET TO THE POINT OF
BEGINNING.
SUBJECT TO EXISTING EASEMENTS, COVENANTS,
RIGHTS AND RIGHTS -OF -WAY OF RECORD.
CONTAINING 411,680 SQUARE FEET
OR 9.451 ACRES, MORE OR LESS.
Page 2 of 2
SEE SHEET 2 FOR
ANNOTATION TABLES
AND NOTES
R7
L C,"X
R2
DETAIL 'A'
NOT TO SCALE
PARCEL 2 Rt 1
MILES I A
PARCEL 3
mo
PARCEL 9
- C/L 77'
ACCESS
C/L 70'
ACCESS
C/L 80.
ACCESS l � *, i ,—LOT LINE TO BE
R9 Q�ij� 00 : �V DELETED
�5 �P�a� ` PARCEL 'B•
9 v R8 20' PEDESTRIAN/ �.i' ° 9.451 AC.
�NZ LANDSCAPE ESMT. �� Q� PARCELS 8
�y. R7 DEDICATED HEREON `
���',t PARCEL •A• NEW ADJUSTED
OZ R816 13.515 AC, LOT LINE
R6 PARCELS 6
R4
So,
LOT 'E' 2 LOT LINE TO 8
LOT DELETED
mom
R3 \ R14 PARCEL 7
SEE DETAIL 'A• Ri
AT UPPER LEFT L� e'.e
R2LINE
SgA' y6
SCALE: 1" = 200' ORL64/5 694
��M----SA CONSULTING, INC. LEGEND
I INO, SmrrH & ASSOCTAm,3 INC. EXISTING LOT LINE TO BE DELETED —
PuMANIER. a Cim BNommuNG n LA Summa I EXISTING LOT LINE TO REMAIN
34200 Bon Hom DRm ■ RANCEo MIRAGE • CA 92270 NEW ADJUSTED LOT LINE
TMUROSE (760) 320A811 • PAX (760) 323-7893 RESTRICTED ACCESS
SHEEP i OF 2 J.N. 1 612 PER PMB 212/60-66
NOTES,
THERE ARE EASEMENTS AND PROHIBITED ACCESS TO SEELEY DRIVE OF RECORD DELINEATED AND
REFERENCED ON THE UNDERLYING MAPS OR THERE MAY BE OTHER RECORDED EASEMENTS WITHIN
THE AREA BEING ADJUSTED THAT ARE NOT SHOWN ON THIS DOCUMENT THAT COULD ENCUMBER SAID
PARCELS HEREIN.
AS A CONDITION TO APPROVAL OF THIS LOT LINE ADJUSTMENT, ANY RELOCATION OF ACCESS POINTS
AND ACCESS EASEMENTS TO SEELEY DRIVE FROM PARCELS "A" AND "B" AND ACCESS RESTRICTIONS
SHALL BE IN CONFORMANCE WITH THE CONDITIONS OF APPROVAL FOR SPECIFIC PLAN SP 2001-055,
AMENDMENT #2.
RADIAL DATA
N0.
BEARING
R1
N 40'D1 41 E
R2
N 36'57'27 E
R3
N 27'47'20" E
R4
N 75'25 34" E
RS
N IF04'02" E
R6
N 72'28 40' E
R7
N 71'09 44" E
R8
N 67'53'13" E
R9
N 38'45'07" W
R70
N 07'35'02" W
Ri 1
N 21'09 44 W
R12
N 25'11'52 W
R13
N 49'06 37" W
Rio
N 31'13'40' E
R15
N 42'59'2T E
R16
N 79'48'55" W
LEGEND
EXISTING LOT LINE TO BE DELETED
EXISTING LOT LINE TO REMAIN
NEW ADJUSTED LOT LINE
RESTRICTED ACCESS
PER PMB 212/60-66
LINE DATA
NO.
BEARING
LENGTH
L1
N 28'29 24" E
153.02'
L2
N 61'30 36" W
150.D0
1-3
S 28'29 24" W
150.35'
L4
N 22-46 41 E
5.77
L5
N 67'06'56" E
52.05'
L6
N 4444'32" W
91.61
1-7
S 16'39'14" E
55.87
LS
S 00'1735 E
11,03'
l9
S 04'02'08' W
333.46'
LIO
IS 89'47'47' W
239,56'
CURVE DATA
NO.
DELTA
RADIUS
LENGTH
TANGENT
Cl
02'57'46"
4565.1T
336.07'
116.06
C2
05'43 47
2500.00'
250.01'
125.1 V
C3
09'4318 ''
2500.00
424.19
112.6V
C4
02'56'54'
2095.00'
107.80
53.91'
CS
2 42'25'
18.06'
8.70'
4.44'
C6
29'07'21"
82.00'
41.54
21.22
C7
03'16 31
2107.00
220.45'
60.24'
C8
15'52 03"
540.00'
149,55
75.25'
C9
31'1005
810.00'
440.63
225.91'
610
13'3442"
440.00'
199.07'
100.00'
C11
04'02'08'
B40.00'
59.16'
29.59
C12
1T36'50"
840.00
558.23'
130,14'
C13
45'27'41"
80.00
63.48'
33.52'
C14
23'5445'
440.00'
183.63
93.17'
C15
20'4122"
250.00
90.27
45.63'
- - MSA CONSULTING, INC.
MAINmRO, SMrra & AssociAM INc.
qD
PLANNwo a C[M BNawEEmo ■ LA SVRVEYwO
34200 Boa HOPE DR1vE a RANCHO MiRAGE u CA 92270
TtumoN (760) 320-98U a FAx (160) 323-7893
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