LLA 2003-40105-19-03r 12:22 City of LaAuinta Comm.Dev.Dept
'4
Iy�
City Of L ofLainta
Community Development Department
78-495 Calle Tampico
La Quinta, California 92253
(760) 777-7125 FAX: (760) 777-1233
ID= 790 777 1233
D- 761
OFFICE USE ONLY
Case No. V :5 u i
Date Recvd. `r ? 1- U�
Fee:
Logged in by
APPLICATION FOR LOT LINE ADJUSTMENT APPRON7AL
P1 O14/
LOT LINE ADJUSTMENT applications are reviewed and approved by the Communit% 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.
V i' :' -�- 4 i' i i' '••' J e W ee V 1' 'i i' 41 i V. • V '.' ti' i' 4 J '•.'
APPLICANT LA QUINTA DUNES 350, INC.
(Print)
MAILING ADDRESS 5005 CALLE SAN RAPWAEL, SUITE B-1 Phone No. (760) 325-4289
CITY, STATE, ZIP PALM SPRINGS, CA 92264 Fax No. (760) 325-3791
tf e
*Owner "A"Name: LA QUINTA DUNES 350, INC.
Address: 5005 CALLE SAW RAPHAEL, SUITE B-1
92264 Phone: 760 325-4289
(City) (State) (Zip)
*Owner `B" Name:
Address:
Phone:
(City) (State) (Zip)
*Owner "C" Name:
Address: I
Phone: - -
(City) (State) (Zip)
*Attach sheet for additional owners
PROPERTY DATA
Property A: Assessor's Parcel Number. Pending recordation of F1429323-1
Street Address (if any):
Property B: Assessor's Parcel Number. Pending recordation of F1429323-1
Street Address (if any):
Property C: Assessor's Parcel Number: Pending recordation of FM29323-1
Street Address (if any):
DESCRIPTION OF ADJUSTMENT REQUESTED: Utilizing lots 137 6 138 6 remainder parcel to
create 3 parcels needed for financing purposes.
A16 LI A 1-7/16197 app`'d == i
_ 05-19-63 12:SS City of LaAuinta Comm.Dev.Dept ID- 760 777 1233 P.61
r. Financi osee _
APPYt ABI t _
The following criteria must be met to approve a lot line adjustment:
CI The adjustment shall not create a greater number of parcels than originally existed.
❑ The resulting parcels shall conform with City Zoning and Building Codes.
O The adjustment shall not cause existing uses or improvements of the property to be out of compliance with any
r provision of the City Codes.
❑ 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 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 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.
O State on Grant Deed when aficcted 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 Quinta
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 B attached hereto and made
a part hereof.
NOTE: This grant deed perfects the intent of Lot Line Adjustment"as approved by the City of La Quinta.
A16:LLA I-7/16/97 Appvd 22000 cdi
65-119-6 ti 12:23 City of LaQuinta Comm.Dev.Dept ID= 6 777 1233
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 Quinta
County of Riverside State of California, described as
P.62
(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 pan hereof.
NOTE: This grant deed 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 (&%- x 11'� 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.
❑ Filing fee for Lot Line Adjustment. if filing multiple applications, the most expensive application will be charged full
fee, with remaining 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.
4.S%:v00?441bOL �••r0:>e 41>iw3414* ++3%i•>>//>•}>i>v>o>i>i>i>:v>>•Y>i
SIGNATURE OF APPLICANT /1 �� u+ V' u dl�J DATE_;�')7 z
NAME OF APPLICANT IA QUINTA DUNES 350, INC.
(Print)
SIGNATURE OF PROPERTY OWNER "A"
IF NOT SAME AS APPLICANT:
NAME OF OWNER
(Print)
SIGNATURE OF PROPERTY OWNER "B"
IF NOT SAME AS APPLICANT:
NAME OF OWNER
(Print)
SIGNATURE OF PROPERTY OWNER "C"
IF NOT SAME AS APPLICANT: —
NAME OF OWNER _. __
(Print)
DATE
_ DATE
DATE
DATE _
DATE
(Separate written authority by owner to submit application may be provided)
I hereby certify that all informatian 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 .tfL 1111 G
QVFORMATION GIVEN I'N THIS APPLICATIONSHALL BE GROUNDS FOR DEAYL%'G APPLIC.4T10.%'. I itrro�%
grant the City authority to enter onto the property to conduct site inspections and to post required public mites.
A161LA 1-711"7 Appvd 2-2000 cdi
05-19-03 12:25 City of LaAuinta Comm.Dev.Dept ID 756 777 1233
O+Er'6�iV�L
P.07
= Z
'yA,/' P�/Jj�no/'
Engineering Plan Check Application and Fee
Lot Line Adjustment
Project: ESPLANADE Date: A iz 9-0
1 2—X3
Development Idetttification Number. TRACT S 29323
Map/Plans Su miffed for ('heckin� F
SurMor'e Checking Fee $50 x 3 Lots $150.00
CITY ACCOUNT INFORMATION Total Fee: 5 150.00
101-000-443-318
APPLICANT INFORMATION
FER=w wo SXcgo1 U101 PLAN CNFLI: AOMOIISIxAli`/E CU:IES nJGMlEIUNG FiRaVrEP RESYW�SiBLE R;(r{p�rj`I['A-`+.^"•�'
A1,J.A LEVIN DAVID HACKER _
CORNERSTONE DEVELOPERS, INC. HACKER ENGINEERING _
...�wasr ...caa+a•.
5005 CAM SAN RAPHALE, SUITE B-1 68-487 HIGHWAY 111, SUITE 43
PALM SPRINGS, CA 92264 CATHEDRAL CITY, CA 92234
@, RAR 9 QIY >ud
(760) 413-4600 (760) 345-0058 (760) 203-1800 (760) 202-8267
mVYa! a.i lIIY1Pt ha
QRAnA OA15
78-495 CaRe Tampico • P.O. Box I504 • La Cuints. CA 92253 • l6191 777-7075 • iFaxi 777-71
11 (Sy!NLifT%JNES 2IQ4IWLA
Invoice Invoice Date
051903 05/19/2003
QUINTA
Refer
LOT LIN FEE 3 LOTSa$50/EA
Check Date: OS/ 03
Amount Lion
150.00
____ _________00
Check:
Discount
.00
1097
1097
Net Amount
150.00
Totals
150.00 .00
-----------
.00
150.00
LA QUINTA DUNES 350, INC.
5005 CALLE SAN RAPHAEL, SUITE B-1
PALM SPRINGS, CA 92264
(760) 325-4289
VALLEY INDEPENDENT BANK
PALM SPRINGS, CA 92262
90-384211222 CHECK NO.
1097
I
**ONE HUNDRED FIFTY DOLLARS EXACTLY**
PAY
TO THE
ORDER pp
OF
CITY OF LA P.O. BOX 1504UINTA
LA QUINTA CA 92253
DATE AMOUNT
05/19/2003 *******,$150.00*
-- -- -
AUTHORIZED SIGIJ4iUHE
111001097N• 1:12223BI.201: 0L3504L6411■
LA QUINTA DUNES 350, INC.
Vendor: CITY01 CITY OF LA QUINTA
Invoice Invoice Date Reference
051903 05/19/2003 LOT LINE ADJ FEE 3 LOTSa$50/EA
Check Date:
Amount
150.00
____
05/19/2003
Retention
________
Check:
Discount
1097
Net Amo
1Amo unt
150.00
Totals
150.00
---
.00
.00
---
________.00
-----------
LMM M CHECK
SIf1321
Wally Nesbit
From: Jerry Herman
Sent: Thursday, June 19, 2003 2:00 PM
To: Wally Nesbit
Subject: RE: LLA 03-401 - Esplanade
you are right, you should get a letter withdrawing the application soon, when you get the letter see if you can refund some
money
-----Original Message -----
From: Wally Nesbit
Sent: Thursday, June 19, 2003 10:45 AM
To: Oscar Ord
Cc: Jerry Herman; Steve Speer
Subject: LLA 03-401 - Esplanade
The parcels affected by this adjustment were part of LLA 03-393, approved 3/10/03. Based on Section 13.32.020.C., this
adjustment can not be approved. If my assessment is incorrect, please provide me a written interpretation to include in
the file. NOTE: The 3/10/03 approval I worked on had the same concern, but was allowed to move ahead. This will be
the third LLA since August'02.
WALLACE H. NESBIT
ASSOCIATE PLANNER
CITY OF LA QUINTA
PH: 760.777.7069
FAX: 760.777. 1 233
E-MAIL: WNESBIT9LA-QUINTA.0RG
W.Y. Nea)-X
City of La Quinta
Public Works Department
INTER -DEPARTMENTAL
PLAN CHECK COMMENTS
TRANSMITTAL FORM
TO: Community Development Department
DATE: June 18, 2003 /
FROM: Steve Speer, Assistant City Engir ee�
PROJECT: Esplanade Tract 29323
PCN: 03086
ITEM: Lot Line Adjustment (L.L.A. 2003-401)
The item indicated above has been reviewed, and has been found to be
technically correct. We have attached the original documents for final
processing.
If you have any question or need additional information please contact
Jesse Jimenez, Counter Technician at extension 7089.
Thank you
SS/jgj
WHEN RECORDED MATO:
La Quinta Dunes 350, LLC
5005 Calle San Raphael, Suite B-1
Palm Springs, CA 92264
MAIL TAX STATEMENTS TO:
La Quinta Dunes 350, LLC
5005 Calle San Raphael, Suite B-1
Palm Springs, CA 92264
FOR RECORDER'S USE ONLY
GRANT DEED
AFFECTS APN:
FOR VALUABLE CONSIDERATION, receipt of which is hereby acknowledged.
hereby GRANT(S) to
the real property in the City of La Quinta
County of Riverside, State of California, described as:
Dated:
See Attached "EXHIBITS A & B" attached hereto and by reference made a part hereof.
LA QUINTA DUNES 350, LLC
EN
MICHAEL MARIX, PRESIDENT
NOTE: This grant deed implements the revised lot configurations pursuant to Lot Line Adjustment 2003-
401 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 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 2003-401 as approved.
STATE OF CALIFORNIA
COUNTY OF RIVERSIDE ) S.S.
On
before me,
A Notary Public in and for said County and State, personally appeared
personally known to me (or proved to me on the basis of satisfactory
evidence) to be the person(s) whose name(s) is/are subscribed to the within
instrument and acknowledged to me that he/she/they executed the same in
his/her/their authorized capacity(ies), and that by his/her/their signature(s) on
the instrument the person(s), or the entity upon behalf of which the person(s)
acted, executed the instrument.
WITNESS my hand and official seal
Signature
(THIS AMA FOR OFFICIAL NOTARIAL SEAL)
B030309 Ila grant deed.doc
EX IT "A" — LOT LINE ADJUSTMENT O. 2003-401 Page 1 of 8
LEGAL DESCRIPTIONS OF ADJUSTED LOTS
PARCEL "A":
In the City of La Quinta, County of Riverside, State of California, that portion of the southeast
quarter of Section 17, Township 5 South, Range 7 East S.B.M., more particularly described as
follows:
Beginning at the East one -quarter corner of said Section 17;
Thence South 89°49'04" West along the north line of said southeast quarter of section 17, a
distance of 1340.00 feet to the TRUE POINT OF BEGINNING;
Thence South 18'43'48" East a distance of 173.37 feet to the beginning of a non -tangent curve to
the left, having a radius of 220.00 feet, a radial line from said point bears South 32'38' 19" East;
Thence southwesterly along the arc of said curve, through a central angle of 05°48'29", an arc
distance of 22.30 feet;
Thence South 51°33'12" West a distance of 89.89 feet to the beginning of a tangent curve to the
right, having a radius of 24.50 feet;
Thence westerly along the arc of said curve, through a central angle of 90°24'31 ", an arc distance
of 38.66 feet;
Thence South 51 °20'38" West a distance of 37.00 feet to the beginning of a non -tangent curve to
the right, having a radius of 24.50 feet, a radial line from said point bears South 51 °27'40" West;
Thence southerly along the arc of said curve, through a central angle of 90°05'32", an arc
distance of 38.52 feet;
Thence South 38' 12'49" East a distance of 40.00 feet to the beginning of a non -tangent curve to
the right, having a radius of 24.50 feet, a radial line from said point bears South 38°26'48" East;
Thence easterly along the arc of said curve, through a central angle of 90°06'19", an arc distance
of 38.53 feet;
Thence South 38°20'29" East a distance of 15.10 feet to the beginning of a tangent curve to the
right, having a radius of 481.50 feet;
Thence southeasterly along the arc of said curve, through a central angle of 14°36'41 ", an arc
distance of 122.79 feet to the beginning of a reverse curve to the left, having a radius of 518.50
feet;
Thence southeasterly along the arc of said curve, through a central angle of 23' 12'31 ", an arc
distance of 210.03 feet to the beginning of a reverse curve to the right, having a radius of 481.50
feet;
Thence southeasterly along the arc of said curve, through a central angle of 22°08'20", an arc
distance of 186.05 feet to the beginning of a reverse curve to the left, having a radius of 1018.50
feet;
Thence southeasterly along the arc of said curve, through a central angle of 13°32'30", an arc
distance of 240.72 feet;
Thence South 38°20'29" East a distance of 75.68 feet to the beginning of a tangent curve to the
right, having a radius of 24.50 feet and the northerly line of Tract No. 29323-1, per map filed in
Map Book 334, pages 25 through 34, inclusive, records of said county;
EXI T "A" — LOT LINE ADJUSTMENT O. 2003-401 Page 2 of 8
PARCEL "A" (continued):
Thence along said northerly line the following courses: southerly along the arc of said curve,
through a central angle of 90°00'00", an arc distance of 38.48 feet;
Thence South 51°39'31" West a distance of 105.66 feet to the beginning of a tangent curve to the
left, having a radius of 218.50 feet;
Thence southwesterly along the arc of said curve, through a central angle of 27°52'47", an arc
distance of 106.32 feet to the beginning of a reverse curve to the right, having a radius of 181.50
feet;
Thence southwesterly along the arc of said curve, through a central angle of 27°52'47", an arc
distance of 88.32 feet;
Thence South 51°39'31" West a distance of 44.01 feet to the beginning of a tangent curve to the
right, having a radius of 24.50 feet;
Thence westerly along the arc of said curve, through a central angle of 90°00'00", an arc distance
of 38.48 feet;
Thence South 51 °39'31" West a distance of 37.00 feet;
Thence South 38°20'29" East a distance of 45.26 feet;
Thence South 51 °39'31 " West a distance of 142.24 feet;
Thence North 34°47'02" West a distance of 16.01 feet;
Thence North 29°55'03" West a distance of 168.68 feet;
Thence South 60°04'31" West a distance of 131.66 feet;
Thence North 29°55'29" West a distance of 2.67 feet;
Thence South 60°04'31 " West a distance of 37.00 feet;
Thence South 66°49'34" West a distance of 160.38 feet;
Thence North 02°34'09" West a distance of 62.40 feet to the beginning of a non -tangent curve to
the right, having a radius of 855.00 feet, a radial line from said point bears South 89°03' 14" East;
Thence northerly along the arc of said curve, through a central angle of 01°31'08", an arc
distance of 22.67 feet;
Thence South 89°46'28" West a distance of 125.12 feet;
Thence North 87°52'42" West a distance of 40.00 feet to the beginning of a non -tangent curve to
the left, having a radius of 1020.00 feet, a radial line from said point bears South 87°52'42" East;
Thence southerly along the arc of said curve, through a central angle of 00°49'00", an arc
distance of 14.54 feet to the beginning of a reverse curve to the right, having a radius of 24.50
feet;
Thence southwesterly along the arc of said curve, through a central angle of 88°28'10", an arc
distance of 37.83 feet;
Thence South 89°46'28" West a distance of 105.87 feet to a point on the east boundary line of
Tract No. 2606 as shown by map on file in Map Book 45, pages 91 through 97, inclusive,
records of Riverside County, California;
EXIT "A" — LOT LINE ADJUSTMENT -NO. 2003-401 Page 3 of 8
PARCEL "A" (continued):
Thence North 00' 13'32" West along said east boundary line of said Tract No. 2606, a distance of
911.51 feet to an angle point in said east boundary line;
Thence North 05°08'07" East along said east boundary line of said Tract No. 2606, a distance of
472.03 feet to the northeast corner of said Tract No. 2606, said point also being on the north line
of said southeast quarter of Section 17;
Thence North 89°49'04" East along the said north line of the southeast quarter of Section 17, a
distance of 600.58 feet to the TRUE POINT OF BEGINNING.
Said area contains 25.26 acres of land, more or less.
Subject to existing easements and Rights -of -Way of record.
d
EXHOT "A" — LOT LINE ADJUSTMENPO. 2003-401 Page 4 of 8
PARCEL "B":
In the City of La Quinta, County of Riverside, State of California, those portions of the southeast
quarter of Section 17, Township 5 South, Range 7 East S.B.M. and of Lot 137 of Tract No.
29323-1, per map filed in Map Book 334, pages 25 through 34, inclusive, records of Riverside
County, more particularly described as follows:
Beginning at the East one -quarter corner of said Section 17;
Thence South 89°49'04" West along the north line of said southeast quarter of section 17, a
distance of 471.00 feet to the TRUE POINT OF BEGINNING;
Thence South 00' 10'56" East a distance of 144.11 feet to the beginning of a non -tangent curve to
the left, having a radius of 480.00 feet, a radial line from said point bears North 07°09'39" East;
Thence easterly along the arc of said curve, through a central angle of 01 °3025", an arc distance
of 12.62 feet;
Thence South 05°39'14" West a distance of 155.00 feet to the beginning of a non -tangent curve
to the left, having a radius of 635.00 feet, a radial line from said point bears
North 05°39' 14" East;
Thence easterly along the arc of said curve, through a central angle of 00°07'55", an arc distance
of 1.46 feet;
Thence South 05°24'03" West a distance of 152.00 feet to the beginning of a non -tangent curve
to the left, having a radius of 981.50 feet, a radial line from said point bears
South 05024'03" West;
Thence westerly along the arc of said curve, through a central angle of 00°25'41 ", an arc distance
of 7.33 feet;
Thence South 04°58'22" West a distance of 126.33 feet to the beginning of a non -tangent curve
to the left, having a radius of 866.50 feet, a radial line from said point bears
North 03°22'47" East;
Thence easterly along the arc of said curve, through a central angle of 02°40'41 ", an arc distance
of 40.50 feet;
Thence South 00°42'06" West a distance of 152.00 feet to the beginning of a non -tangent curve
to the right, having a radius of 1018.50 feet, a radial line from said point bears
North 00°42'06" East;
Thence westerly along the arc of said curve, through a central angle of 00°22'05", an arc distance
of 6.54 feet;
Thence South 01°04'l l" West a distance of 119.05 feet to the beginning of a non -tangent curve
to the left, having a radius of 866.50 feet, a radial line from said point bears
North 01 ° 14'50" East;
Thence easterly along the arc of said curve, through a central angle of 00°23'39", an are distance
of 5.96 feet;
Thence South 00°51'11" West a distance of 115.00 feet to the beginning of a non -tangent curve
to the left, having a radius of 981.50 feet, a radial line from said point bears
North 00°51'l I" East;
EX T "A" — LOT LINE ADJUSTMENRO. 2003-401 Page 5 of 8
PARCEL °B" (continued):
Thence easterly along the arc of said curve, through a central angle of 02°05'06", an arc distance
of 35.72 feet;
Thence South 01 ° 13'55" East a distance of 157.00 feet to the beginning of a non -tangent curve to
the left, having a radius of 866.50 feet, a radial line from said point bears North 01 °39'58" West;
Thence easterly along the arc of said curve, through a central angle of 00°55'36", an arc distance
of 14.01 feet;
Thence South 02°35'34" East a distance of 115.00 feet to the beginning of a non -tangent curve to
the left, having a radius of 981.50 feet, a radial line from said point bears North 02°35'34" West;
Thence easterly along the are of said curve, through a central angle of 00'39' 18", an arc distance
of 11.22 feet;
Thence South 03' 14'52" East a distance of 152.93 feet to a point on the northerly line of said Lot
137;
Thence along the northerly, easterly, southerly and westerly line of said Lot 137 the following
courses: North 84'26'11" East a distance of48.93 feet,
Thence South 26°56'56" West a distance of 147.96 feet;
Thence South 35' 165 " West a distance of 25.00 feet to the beginning of a non -tangent curve to
the left, having a radius of 38.50 feet, a radial line from said point bears South 35' 16'51 " West;
Thence westerly along the arc of said curve, through a central angle of 65°28'57", an arc distance
of 44.00 feet;
Thence along said westerly line of Lot 137 and the northerly line of said Tract No. 29323-1 the
following courses: North 24'18'51" West a distance of 290.53 feet;
Thence North 04°36'48" West a distance of 37.00 feet to the beginning of a non -tangent curve to
the left, having a radius of 218.50 feet, a radial line from said point bears South 04°36'48" East;
Thence westerly along the arc of said curve, through a central angle of 11 °50'26", an arc distance
of 45.15 feet;
Thence North 16°27'14" West a distance of 123.42 feet to the beginning of a non -tangent curve
to the left, having a radius of 350.00 feet, a radial line from said point bears
South 12' 1 1'58" East:
Thence westerly along the arc of said curve, through a central angle of 12'06'53", an arc distance
of 74.00 feet;
Thence South 65°41'09" West a distance of 34.32 feet to the beginning of a non -tangent curve to
the left, having a radius of 818.50 feet, a radial line from said point bears South 61 °28'55" West;
Thence northwesterly along the arc of said curve, through a central angle of 072113", an arc
distance of 105.05 feet to the beginning of a reverse curve to the right, having a radius of 24.50
feet;
Thence northerly along the arc of said curve, through a central angle of 87°31'49", an arc
distance of 37.43 feet;
Thence North 37°07'45" West a distance of 37.01 feet to the beginning of a non -tangent curve to
the right, having a radius of 24.50 feet, a radial line from said point bears North 38°20'29" West;
EXAT "A" — LOT LINE ADJUSTMEN' O.2003-401 Page 6 of 8
PARCEL `B" (continued):
Thence westerly along the arc of said curve, through a central angle of 90°00'00", an arc distance
of 38.48 feet;
Thence South 51 °39'31 " West a distance of 37.00 feet;
Thence leaving said northerly line, North 38°20'29" West a distance of 75.68 feet to the
beginning of a tangent curve to the right, having a radius of 1018.50 feet;
Thence northwesterly along the arc of said curve, through a central angle of 13°32'30", an arc
distance of 240.72 feet to the beginning of a reverse curve to the left, having a radius of 481.50
feet;
Thence northwesterly along the arc of said curve, through a central angle of 22°08'20", an arc
distance of 186.05 feet to the beginning of a reverse curve to the right, having a radius of 518.50
feet;
Thence northwesterly along the arc of said curve, through a central angle of 23° 12'31 ", an arc
distance of 210.03 feet to the beginning of a reverse curve to the left, having a radius of 481.50
feet;
Thence northwesterly along the arc of said curve, through a central angle of 14°36'41", an arc
distance of 122.79 feet;
Thence North 38°20'29" West a distance of 15.10 feet to the beginning of a tangent curve to the
left, having a radius of 24.50 feet;
Thence westerly along the are of said curve, through a central angle of 90'06' 19", an arc distance
of 38.53 feet;
Thence North 38° 12'49" West a distance of 40.00 feet to the beginning of a non -tangent curve to
the left, having a radius of 24.50 feet, a radial line from said point bears North 38°26'48" West;
Thence northerly along the arc of said curve, through a central angle of 90°05'32", an arc
distance of 38.52 feet;
Thence North 51°20'38" East a distance of 37.00 feet to the beginning of a non -tangent curve to
the left, having a radius of 24.50 feet, a radial line from said point bears North 51 °5743" East;
Thence easterly along the arc of said curve, through a central angle of 90°24'31 ", an arc distance
of 38.66 feet;
Thence North 51 °33' l2" East a distance of 89.89 feet to the beginning of a tangent curve to the
right, having a radius of 220.00 feet;
Thence northeasterly along the arc of said curve, through a central angle of 05°48'29", an arc
distance of 22.30 feet;
Thence North 18°43'48" West a distance of 173.37 feet to a point on the northerly line of said
southeast quarter of Section 17;
Thence North 89°49'04" East along the northerly line of said southeast quarter of Section 17 a
distance of 869.00 feet to the TRUE POINT OF BEGINNING.
Said area contains 19.82 acres of land, more or less.40��tSubject to existing easements and Rights -of -Way of record.
EXHOT "A" — LOT LINE ADJUSTMENRO. 2003-401 Page 7 of 8
PARCEL "C":
In the City of La Quinta, County of Riverside, State of California, those portions of the southeast
quarter of Section 17 and the southwest quarter of Section 16, Township 5 South, Range 7 East
S.B.M. and of Lot 138 of Tract No. 29323-1, per map filed in Map Book 334, pages 25 through
34, inclusive, records of Riverside County, more particularly described as follows:
BEGINNING at the East one -quarter corner of said Section 17;
Thence North 89°29'26" East along the north line of said southwest quarter of Section 16, a
distance of 460.38 feet to a point on the westerly right-of-way line of Jefferson Street, half width
of 55.00 feet, as described in deed to the County of Riverside recorded September 28, 1988 as
Instrument No. 96195, O.R.;
Thence South 12°48'44" West along said westerly right-of-way line of Jefferson Street a distance
of 1676.02 feet to the northerly line of said Tract No. 29323-1;
Thence along said northerly line the following courses: North 77°08'39" West a distance of
260.94 feet to the beginning of a non -tangent curve to the left, having a radius of 820.00 feet, a
radial line from said point bears South 77'08'39" East;
Thence southerly along the arc of said curve, through a central angle of 03°20'33", an arc
distance of 47.84 feet;
Thence North 80°29'12" West a distance of 115.12 feet:
Thence North 10°26'28" East a distance of 15.71 feet to the southeasterly corner of said Lot 138:
Thence along the southerly and westerly lines of said Lot 138 the following courses:
North 84°01'22" West a distance of 123.85 feet to the beginning of a non -tangent curve to the
left, having a radius of 38.50 feet, a radial line from said point bears North 84°01'22" West;
Thence northwesterly along the arc of said curve, through a central angle of 60°41'47", an arc
distance of 40.79 feet;
Thence North 35' 1651 " East a distance of 25.00 feet;
Thence North 26°56'56" East a distance of 147.96 feet to the northeasterly corner of Lot 137 of
said Tract 29323-1;
Thence along the northerly line of said Lot 137 South 84'26'1 1" West a distance of 48.93 feet;
Thence leaving said northerly line North 03' 14'52" West a distance of 152.93 feet to the
beginning of a non -tangent curve to the right, having a radius of 981.50 feet, a radial line from
said point bears North 03' 14'52" West;
Thence westerly along the arc of said curve, through a central angle of 00'39' 18", an arc distance
of 11.22 feet;
Thence North 02°35'34" West a distance of 115.00 feet to the beginning of a non -tangent curve
to the right, having a radius of 866.50 feet, a radial line from said point bears
North 02°35'34" West:
Thence westerly along the arc of said curve, through a central angle of 00°55'36", an arc distance
of 14.01 feet;
EX f "A" — LOT LINE ADJUSTMEN O. 2003-401 Page 8 of 8
PARCEL "C" (continued):
Thence North 01013-55" West a distance of 157.00 feet to the beginning of a non -tangent curve
to the right, having a radius of 981.50 feet, a radial line from said point bears
North 01°13'55" West;
Thence westerly along the arc of said curve, through a central angle of 02°05'06", an arc distance
of 35.72 feet;
Thence North 00051'1 I " East a distance of 115.00 feet to the beginning of a non -tangent curve to
the right, having a radius of 866.50 feet, a radial line from said point bears North 00°51'l I" East;
Thence westerly along the arc of said curve, through a central angle of 00°23'39", an arc distance
of 5.96 feet;
Thence North 01 °04'l 1 " East a distance of 119.05 feet to the beginning of a non -tangent curve to
the left, having a radius of 1018.50 feet, a radial line from said point bears North 01 °04' I I " East;
Thence easterly along the arc of said curve, through a central angle of 00°22'05", an arc distance
of 6.54 feet;
Thence North 00°42'06" East a distance of 152.00 feet to the beginning of a non -tangent curve to
the right, having a radius of 866.50 feet, a radial line from said point bears North 00°42'06" East;
Thence westerly along the arc of said curve, through a central angle of 02°40'41 ", an arc distance
of 40.50 feet;
Thence North 04°58'22" East a distance of 126.33 feet to the beginning of a non -tangent curve to
the right, having a radius of 981.50 feet, a radial line from said point bears
South 04°58'22" West;
Thence easterly along the arc of said curve, through a central angle of 00°25'41 ", an arc distance
of 7.33 feet;
Thence North 05°24'03" East a distance of 152.00 feet to the beginning of a non -tangent curve to
the right, having a radius of 635.00 feet, a radial line from said point bears North 05°31' 19" East;
Thence westerly along the arc of said curve, through a central angle of 00°07'55", an arc distance
of 1.46 feet;
Thence North 05°39'14" East a distance of 155.00 feet to the beginning of a non -tangent curve to
the right, having a radius of 480.00 feet, a radial line from said point bears North 05°39' 14" East;
Thence westerly along the arc of said curve, through a central angle of 01 °30'25", an arc distance
of 12.62 feet;
Thence North 00' 10'56" West a distance of 144.11 feet to a point on the northerly line of said
southeast quarter of Section 17;
Thence North 89°49'04" East along the northerly line of said southeast quarter of Section 17 a
distance of 471.00 feet to the POINT OF BEGINNING.
Said area contains 26.62 acres of land, more or less. LANo
Subject to existing easements and rights -of -way of record. ��pklACnr„ 9L
K5
>O
B EFMUDA
D UNE•5
wir
EXHIBIT "B"
LOT LINE ADJUSTMENT NO. 2003-401
BERMUDA GOLF CLUB ESTATES — UNIT NO. 3, M.3. 56/7:I:1—�
7
NEW ADJUSTED LOT LINES
SEE ESHEETCEL �
3 J PARCEL C
EERSHEET 2 �1g' , SEE SHEET 4
4;rv�i,A � j ��•
�I]I A
EXISTING LOT LINES
TO BE ADJUSTED
N /
IX IX I
TRACT NO. 29,�26-1, M.B. 5,54/25-34
INDIOO
0
W
SHEET 1 OF 4
EXHIBIT "B"
LOT LINE ADJUSTMENT NO. 2003-401
SCALE: 1"=200' BJ;R1vJUDA GOI_y" CLUB LS7A7ES - UNJ7 NO. 2�, M.B. 58/71-7,
I I I I I I i i
TRACT NO. 29,52,5-7, M.B. 6,34/25- 64
SHEET 2 OF 4
EAST QUARTER
OF SECTION 17
1 TABLE
S LENGTH
TANGENT
Y 38.48'
24.50'
0' 106.32'
54.23'
Y 88.32'
45.05'
0' 22.67'
11.33'
0' 14.54'
727'
)' 37.83'
23.85'
0' 22.30'
11.16'
I" 38.66'
24.68'
I' 38.52'
24.54'
I' 38.53'
24.54'
Y 122.79'
61.73"
Y 210.03"
106.47'
Y 186.05'
94.20'
Y 240.72'
120.92'
IE DATA TABLE
SEARING
DISTANCE
1'39 31 E
44.01
39 31 E R
37.00
4'20 29 V
45.26
4'47 02
16.01
3'55 29
2.67
O'0431 E
3700
?'34 09
62.40
7'52 42
40. 00
1'33 12 E
89.89
1'2038E
3700
r 12'49W
40.00
3'20 29 V
15. 10
3'20 29
75.68
EXHIBIT "B" is
LOT LINE ADJUSTMENT NO, 2003-401
I BEEIR lU A GO FICLU13 L"SYAAS NY N6. ,
600.58' 869.00'
- 4- N89'49'04 E 1940.58'
w w
SCALE: 1'=200'
CURVE DATA
TABLE
NO.
DELTA
RADIUS
LENGTH
TANGENT
Cl
90'00'00"
24.50'
38.48'
24.50'
C7
05'4829"
220,00'
22.30'
11.16'
C8
90'24'31 "
24.50'
38.66'
24.58'
C9
90'05'32"
24.50'
38.52'
24.54'
CIO
90'06'19"
24.50'
38.53'
24.54'
C 1 i
14'J6'4I "
481.50'
122.79'
61.73'
C12
23'12'31"
518.50'
210.03'
106.47'
C13
22'08'20"
481.50'
186.05'
94.20'
C14
1332'30"
1018.50'
240.72'
120.92'
C15
8731'49"
24.50'
37.43'
23.4T
C16
0721'13"
818.50'
105.05'
52.60'
C17
12'06'53"
350.00'
74.00'
37.14'
C18
11'50'26"
218.50'
45.15'
22.66'
C 19
652857'
38.50'
44.00'
24.76'
C20
00'39'18"
981.50'
11.22'
5.61'
C21
00'5536"
856.50'
14.01'
7.01'
C22
02'05'06"
981.50'
35.72'
17.86'
C23
00'23'39"
866.50'
5.96'
2.98'
C24
00'22'05"
1018.50'
6.54'
3.27'
C25
02'4041 "
866.50'
40.50'
20.25'
C26
00'2541 "
981.50'
7.33'
3.67'
C27
00'0755"
635.00'
1.46'
0.73'
C28
01'30'25"
480.00'
12.62'
6.JI'
89
Exp. 6-30-2007
PARCEL "A"
SEE SHEET 1
NEW ADJUSTED LOT
SHEET 3 OF 4
P.O.B., EAST QUARTER
CORNER OF SECTION 17
T P.O.B. 471.00'
PARCEL V
19.82 ACRES
NEW ADJUSTED LOT LINE
131
abl0i13 132
Rl /
129
90
101 133
\\
91 100
5
92 ri{aC7 N0. 29,523--1, >y1.B. 33�'r/25-34
LINE DATA TABLE 136
PARCEL C"
SEE SHEET 4
�- L17�'
137 a�'b'o
1
r�o „� 138
39
1
EXHIBIT "B" fo
LOT LINE ADJUSTMENT NO. 2003-401
BERJJUrA GOLF CLUB ESTATES - UNIT NO. 3, M.B. 50/71-7,2i
I I I I I I i
N8949'04 E 471.00 N892926 E
P.O.B., EAST QUARTER
CORNER OF SECTION 17
SCALE: 1'=200'
LINE DATA TABLE
NO.
6EARING
DISTANCE
III
N35' I6'S1 E R 25.00'
L19
N84'26'11E 48.93'
L20
NO3'14'52"W R 152.93'
L21
NO2'35'341N R 115.00,
L22
N01'13'55'W R 157.00'
L23
NOO-51.11 MCA`) 115.00'
L24
NO1.04'11 ER 119.05'
L25
N00'42'06"E R 12.00:
L26
N04'58'22"E R 126.33'
L27
N05'24'03 E R 152.00'
L28
N05'39'14"ER
155.00'
L29
NOO'10'56"W
144.11'
L30
N10'2628"E 15.71'
PARCEL B"
SEE SHEET 3
CURVE DATA
TABLE
NO.
DELTA
RADIUS
LENGTH
TANGENT
C20
00'39'18"
981.50'
11.22'
5.61'
C21
00'5536"
866.50'
14.01'
701'
C22
02'05'06"
981.50'
35.72'
17.86'
C23
00'2339"
866.50'
5.96'
2.98'
C24
00'22'05"
1018.50'
6.54'
3.27'
C25
02'40'41"
865.50'
40.50'
20.25'
C26
00'2541'
981,50'
7.33'
3.67'
C27
00'07'55"
635.00'
1.46'
0.73'
C28
01'3025"
480.00'
12.62'
6.31'
C29
03'20'33"
820.00'
47.84'
23.93'
C30
60'41'47"
38.50'
40.79'
22.54'
135
136
ADJUSTED LOT LINE
W'LY LINE OF JEFFERSON STREET PER
DEED RECORDED OCT. 11, 1968 AS
INSTRUMENT NO. 100765
PARCEL 'C'
26.62 ACRES
((EXISTING LOT LINE
�TO BE ADJUSTED
L19,
137
&.h0 I
h
� „� 138
�pl LAND / o 09,1822'1T R) N7j•
S�� S 4 85' J75 J ' N 083g1Y(R�
139 L30 �B0,�g1? 280gq /
Exp. 6-30-2007 TRACT NO. 29z -1, vLa. 5 5=>/a5�34 �
55'
1#
SHEET 4 OF 4
M
IR
LETTER OF TRANSMITTAL
COMMUNITY DEVELOPMENT DEPARTMENT
To: Steve Speer
From: Martin Magana W
Cases: LLA 03-401
Location: See Attached Information
Date: June 2, 2003
Ref: Lot Line Adjustment application
Proposal: Adjust parcel boundary line per application. Enclosed find two copies of the application for a lot
line adjustment, 2 copies of the legal descriptions and plats, 2 copies of the title report, 2 copies of the closure
calcs, and a check for a plan check fee.
NOTE: Please review this proposal and provide comments as soon as possible.
The above is transmitted via:
Mail Fed Ex __ Fax Hand VZ1
Other
ALAkN LEVIN
ASSOCIATES
Transmittal
To: CITY OF LA QUINTA
PLANNING DEPT.
Attn:
Subject: TRACT 29323: ESPLANADE - LOT LINE ADJUSTMENT
Transmitted: (X ) Herewith ( ) Under Separate Cover
Development &
Date: May 22 2003
W.O.# 1044-2.01
( ) # Sets
(
) Site Plan
( ) Bluelines
( ) Sepias
( ) Originals
( ) # Sets
(
) Grading Plan
( ) Bluelines
( ) Sepias
( ) Originals
( ) # Sets
(
) Sewer Plans
( ) Bluelines
( ) Sepias
( ) Originals
( ) # Sets
(
) Water Plans
( ) Bluelines
( ) Sepias
( ) Originals
( ) # Sets
(
) Tract Map
( ) Bluelines
( ) Sepias
( ) Originals
( ) # Sets
(
)
( ) Bluelines
( ) Sepias
( ) Originals
Enclosed for review and approval are copies of the following documents for a Lot Line Adjustment for the Espla-
nade project located at Jefferson St. & Fred Waring Dr.: 1 copy of the Application Form (signed by the owner), 2
copies of the legal descriptions and plats of the proposed adjusted lots; 1 copy of a Preliminary Title Report
(dated as of May 2, 2003); and 2 checks in the amounts of $250 (application fee) and $150 (engineering plan
check fee for 3 lots @ $50/lot). Please call me at 345-0058 when you have completed your review.
A4 �OGu otI3 42R 2(VP1E6-oE rNe rniC�„�rizr�S ��d'�t7tzE5
C !a r_Ck4 L4>t-t 0N4d ,
Sent Via:
( X) Hand Delivery ( ) U.S. Mail ( ) As Requested
( ) Blue Print Co. ( ) UPS ( ) For Information Purposes
( ) Other ( ) Federal Express ( ) For Approval
( X ) For Processing
Signature: cc:
76-768 Bishop Place • Palm Desert, CA 92211 • (760) 345-0058 Voice/FAX • e-mail: alamagic®earthlink.net
WHEN RECORDED MA O:
E
MAIL TAX STATEMENTS TO:
AFFECTS APN:
FOR RECORDER'S USE ONLY
GRANT DEED
FOR VALUABLE CONSIDERATION, receipt of which is hereby acknowledged.
hereby GRANT(S) to
the real property in the City of La Quinta
County of Riverside, State of California, described as:
Dated:
See Attached "EXHIBITS A & B" attached hereto and by reference made a part hereof.
By:
LA QUINTA DUNES 350, LLC
MICHAEL MARIX, PRESIDENT
ti o'- NL;v Q— \L Y )
STATE OF CALIFORNIA
COUNTY OF RIVERSIDE } S.S.
On
before me,
A Notary Public in and for said County and State, personally appeared
personally known to me (or proved to me on the basis of satisfactory
evidence) to be the person(s) whose name(s) is/are subscribed to the within
instrument and acknowledged to me that he/she/they executed the same in
his/her/their authorized capacity(ies), and that by his/her/their signatme(s) on
the instrument the person(s), or the entity upon behalf of which the person(s)
acted, executed the instrument.
W rf NESS my hand and official seal
Signature
(Tins AREA FOR OFFICIAL NOTARIAL SEAL)
I:\030309 LLA grant deed.doc
®' 05/19/03
12:50 a
[a 002
STSWART TITLE OF CALIFORNIA, INC.,
INLAND EMPIRE DIVISION
3403 TENTH STREET, SUITE 400
RIVERSxbE, CA 92501
(909) 276-2700 www.stsales.com
MEMBER CALIFORNIA LAND TITLE ASSOCiAT-ION
PRELIMINARY REPORT
CORNIRSTONE DEVELOPMENT
5005 CALLE SAN RAPHAEL i 13-1
PALM SPRINGS, CA 94588
Attention: MICHAEL MARIX
Order Number: 501219773
Your Reference: ESPLANADE
In response to the above referenced application for a Policy of Title Insurance, Stewart Title of California, Inc. hereby
reports that it is pMm-ed to issue, or can to be issued, as of the date heruuf, a Policy or Policies of Tide intarsace
describing the land and the estate or interest therein hereinafter set forth, insuring against loss which may be sustainod
by reason of any defect. lien or encumbrance not shown or referenced to as an Exception on Schedule E 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 p0lides are set forth is the attached list.
Copies of the policy forms should be read. They are available from the office which issued this report.
Please read the exceptions shown or referred to below and the exceptions and exclusions set forth in Exhibit A of this
report carefully. The exceptions and exclusions are meant to provide you with notice of matters which are nut covered
under the terms of the title lnsur+nce policy and should be carefully considered.
It n important to note that this prel➢minary report is not a written representation as to the condition of title and may
not list all liens, ddectt, and encumbrance affecting title to the Land.
This report, (and any supplements or amendments thereto) is issued solely for the purpose of facilitating the issuance of a
policy of title insurance and no liability is assumed hereby. if it is desired that liability be assumed prior to the issuance
of a policy of title insurance a binder or commitment should be requested.
Dated as of May 02, 2003 at 7:30 A.M.
Prim date: May 14, 2003
Updated
KATHY A. CRAWFORD, Title Officer
(909) 276-2700 Fax: (909) 276-2306
05/19/03 12: 50 ty 10003
501219773
The form of Policy of Title Insurance contemplated by this report is:
American Land Title Association Loan Policy
SCHEDULE A
The estate or interest in the land hereinafter described or referred
to covered by this report is:
A FEE
Title to said estate or interest at the date hereof is vested in:
LA QL7INTA DUNES 350, INC., A CALIFORNIA CORPORATION
Continued on next page
-1-
05/19/03 12:51 12 ® 004
11
501219773
LEGAL DESCRIPTION
The lard referred to herein is situated in the State of California,
County of RIVERSIDE, City of LA QUINTA, described as follows:
PARCEL "A":
IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF
CALIFORNIA, THOSE PORTIONS OF THE SOUTHEAST QUARTER OF SECTION
17, AND THE SOUTHWEST QUARTER OF SECTION 16, TOWNSHIP 5 SOUTH,
RANGE 7 EAST, S.B.M., MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING A'1' A POINT ON THE EAST LINE OF THE WEST HALF OF THE
WEST HALF OF SAID SOUTHEAST QUARTER OF SECTION 17, SAID EAST
LINE ALSO BEING THE EAST LINE OF TRACT NO. 2606 AS SHOWN BY MAP
ON FILE IN BOOK 45 AT PAGES 91 THROUGH 97, INCLUSIVE, OF MAPS,
RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, SAID POINT BEING
DISTANT SOUTH 00013132" EAST, 911.51 FEET FROM THE NORTHEAST
CORNER OF LOT 197 OF SAID TRACT NO, 2606;
THENCE SOUTH 00913'32" EAST ALONG SAID EAST LINE A DISTANCE OF
1217.74 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF
FRED WARING DRIVE AS DESCRIBED IN DEED TO THE COUNTY OF
RIVERSIDE, RECORDED JANUARY 23, 1968 AS INSTRUMENT NO. 9778,
O.R., SAID POINT BEING ON A NON -TANGENT CURVE, CONCAVE
NORTHERLY AND HAVING A RADIUS OF 3945.00 FEET, A RADIAL LINE
THROUGH SAID POINT BEARS SOUTH 00936124" EAST;
THENCE EASTERLY ALONG SAID NORTHERLY RIGHT-OF-WAY LINE THROUGH
THE FOLLOWING FOUR (4) COURSES:
(1) EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
1052,3811, AN ARC DISTANCE OF 129.25 FEET TO THE BEGINNING OF A
REVERSE CURVE, CONCAVE SOUTHERLY AND HAVING A RADIUS OF 4055.00
FEET, A RADIAL LINE THROUGH SAID POINT DEARS NORTH 02929102"
WEST;
(2) THENCE. EASTERLY ALONG LAST SAID CURVE THROUGH A CENTRAL
ANGLE OF 2901'33", AN ARC DISTANCE OF 143.37 FEET;
(3) THENCE TANGENT TO LAST SAID CURVE NORTH 89932'31" EAST
1635.45 FEET TO THE BEGINNING OF A TANGENT CURVE, CONCAVE
NORTHWESTERLY AND HAVING A RADIUS OF 25.00 FEET;
(4) THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL
ANGLE OF 89947'35" AN ARC DISTANCE OF 39.18 FEET TO THE
BEGINNING OF A REVERSE CURVE, CONCAVE EASTERLY AND HAVING A
RADIUS OF 3055.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS
SOUTH 899 44' 56" WEST, SAID POINT ALSO BEING ON THE WESTERLY
Continued on next page
-2-
05/19/00 12:51 $` Z005
El
501219773
RIGHT-OF-WAY LINE OF JEFFERSON STREET AS DESCRIBED IN DEED TO
THE COUNTY OF RIVERSIDE RECORDED OCTOBER 11, 1966 AS INSTRUMENT
NO. 100765, O.R.;
THENCE NORTHERLY ALONG SAID REVERSE CURVE AND SAID WESTERLY
RIGHT-OF-WAY LINE AND ALONG THE WESTERLY RIGHT-OF-WAY LINE OF
JEFFERSON STREET 55.00 FEET IN HALF WIDTH, AS DESCRIBED IN DEED
TO THE COUNTY OF RECORDED SEPTEMBER 25, 1966 AS INSTRUMENT NO,
96195, O.R., THROUGH A CENTRAL ANGLE OF 13003'4811, AN ARC
DISTANCE OF 696.53 FEET;
THENCE CONTINUING ALONG SAID WESTERLY RIGHT OF WAY LINE AND
TANGENT TO LAST MENTIONED CURVE, NORTH 12048'44" EAST A
DISTANCE OF 245.24 FEET;
THENCE LEAVING SAID WESTERLY RIGHT OF WAY LINE SOUTH 77008'39"
WEST A DISTANCE OF 260.94 FEET, TO THE BEGINNING ON A
NON -TANGENT CURVE CONCAVE EASTERLY, HAVING A RADIUS OF 820.00
FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 77008'39"
WEST;
THENCE SOUTH WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A
CENTRAL ANGLE OF 03020133", AN ARC DISTANCE. OF 47.84 FEET;
THENCE NORTH 800 29' 12" WEST A DISTANCE OF 115.12 FEET; THENCE
NORTH 100 26' 28" EAST A DISTANCE OF 227.68 FRET; THENCE NORTH
860 55' 12" WEST A DISTANCE OF 35.33 FEET; THENCE SOUTH 840 26'
11" WEST A DISTANCE OF 245.05 FEET; THENCE NORTH 240 IS' 51"
WEST A DISTANCE OF 145.00 FEET; THENCE NORTH 040 36' 48" WEST A
DISTANCE OF 37.00 FEET TO THE BEGINNING OF A NON -TANGENT CURVE
CONCAVE SOUTHERLY, HAVING A RADIUS OF 218.50 FEET;
THENCE WESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL
ANGLE OF 11050'2611, AN ARC DISTANCE OF 45.15 FEET TO A POINT, A
RADIAL LINE PASSING THROUGH SAID POINT BEARS NORTH 160 27' 14"
WEST;
THENCE NONTANGENT TO LAST MENTIONED CURVE, NORTH 160 27' 14"
WEST A DISTANCE OF 123.42 FEET TO THE BEGINNING OF A
NON -TANGENT CURVE CONCAVE SOUTHERLY, HAVING A RADIUS OF 350.00
FEET, A RADIAL LINE PASSING THROUGH SAID POINT BEARS NORTH 120
11' 58" WEST; THENCE WESTERLY ALONG THE ARC OF SAID CURVE
THROUGH A CENTRAL ANGLE OF 120 06' 53", AN ARC DISTANCE OF
74.01 FEET TO A POINT;
THENCE SOUTH 650 41' 09" WEST A DISTANCE OF 34.32 FEET TO THE
SECINNING OF A NON -TANGENT CURVE CONCAVE SOUTHWESTERLY, HAVING
A RADIUS OF 818.50 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF
SAID CURVE THROUGH A CENTRAL ANGLE OF 070 21' 13", AN ARC
DISTANCE. OF 105.05 FEET TO THE BEGINNING OF A REVERSE CURVE
Continued on next page
-3-
u0iiaius 12:51 6 Im 006
Ah
501219773
CONCAVE EASTERLY HAVING A RADIUS OF 24.50 FEET, A RADIAL LINE
PASSING THROUGH SAID POINT BEARS NORTH 540 07' 42" EAST;
THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL
ANGLE OF 870 31' 49", AN ARC DISTANCE OF 37.43 FEET TO A POINT,
A RADIAL LINE PASSING THROUGH SAID POINT BEARS NORTH 380 20' 29"
WEST;
THENCE NONTANGENT TO LAST MENTIONED CURVE, NORTH 370 07' 45"
WEST A DISTANCE OF 37.01 FEET TO TIIE BEGINNING OF A NONTANGENT
CURVE, CONCAVE NORTHERLY HAVING A RADIUS OF 24.50 FEET, A
RADIAL LINE PASSING THROUGH SAID POINT BEARS NORTH 380 20' 29"
WEST;
THENCR WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL
ANGLE OF 900 00' 00", AN ARC DISTANCE OF 38.48 FEET TO A POINT,
A RADIAL LINE PASSING THROUGH SAID POINT BEARS SOUTH 510 39'
31" WEST;
THENCE NONTANGENT TO LAST MENTIONED CURVE, SOUTH 510 39' 31"
WEST A DISTANCE OF 37.00 FEET TO THE BEGINNING OF A NONTANGENT
CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 24.50 FEET, A
RADIAL LINE PASSING THROUGH SAID POINT BEARS NORTH 510 39' 31"
EAST;
THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL
ANGLE OF 900 00' 00', AN ARC DISTANCE OF 38.46 FEET;
THENCE TANGENT TO LAST MENTIONED CURVE, SOUTH 51' 39' 31" WEST
A DISTANCE OF 105.66 FEET TO THE BEGINNING OF A TANGENT CURVE,
CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 218.50 FEET;
THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A
CENTRAL ANGLE OF 270 52' 47", AN ARC DISTANCE OF 106.32 FEET TO
THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY HAVING A.
RADIUS OF 181.50 FEET, A RADIAL LINE PASSING THROUGH SAID POINT
BEARS NORTH 660 13' 16" WEST;
THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A
CENTRAL ANGLE OF 270 52' 4711, AN ARC DISTANCE OF 98.32 FEET;
THENCE TANGENT TO LAST MENTIONED CURVE, SOUTH 510 39' 31" WEST
A DISTANCE OF 44.01 FEET TO THE BEGINNING OF A TANGENT CURVE
CONCAVE NORTHERLY, HAVING A RADIUS OF 24.50 FEET; THENCE
WESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE
OF 900 00' 00", AN ARC DISTANCE OF 38.48 FEET TO A POINT, A
RADIAL LINE PASSING THROUGH SAID POINT BEARS NORTH 510 39' 31"
EAST;
THENCE NON -TANGENT TO LAST MENTIONED CURVE, SOUTH 510 39' 31"
Continued on next page
-4-
05/19/03 12:52 1&
2007
® 501219773
WEST A DISTANCE OF 37.00 FEET;
THENCE SOUTH 380 20' 29" EAST A DISTANCE OF 45.26 FEET; THENCE
SOUTH 510 39' 31" WEST A DISTANCE OF 142.24 FEET; THENCE.NORTH
340 47' 02" WEST A DISTANCE OF 16.01 FEET] THENCE NORTH 290 55'
03" WEST A DISTANCE OF 168.68 FEET; THENCE SOUTH 600 04' 31"
WEST A DISTANCE OF 131.66 FEET; THENCE NORTH 290 55' 2911 WEST A
DISTANCE OF 2.67 FEET; THENCE SOUTH 600 04' 31" WEST A DISTANCE
OF 37.00 FEET; THENCE SOUTH 660 49' 34" WEST A DISTANCE OF
160.38 FEET; THENCE NORTH 020 34' 09" WEST A DISTANCE OF 62.40
FEET_ TO THE BEGINNING OF A NON -TANGENT CURVE CONCAVE EASTERLY,
HAVING A RADIUS OF 855.00 FEET, A RADIAL LINE PASSING THROUGH
SAID POINT BEARS NORTH 890 03' 14" WEST;
THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL
ANGLE OF O10 31, 0811, AN ARC DISTANCE OF 22.67 FEET TO A POINT,
A RADIAL LINE PASSING THROUGH SAID POINT BEARS NORTH 870 32'
06" WEST;
THENCE NON -TANGENT TO LAST MENT70NED CURVE, SOUTH 890 46' 28"
WEST A DISTANCE OF 125.12 FEET;
THENCE NORTH 870 52' 42" WEST A DIS'ANCE .OF 40.00 FEET TO THE
BEGINNING OF A NON -TANGENT CURVE CONCAVE EASTERLY, HAVING A
RADIUS OF 1020.00 FEET, A RADIAL LINE PASSING THROUGH SAID
POINT BEARS NORTH 870 52' 42" WEST,
THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL
ANGLE OF 000 49, 0011, AN ARC DISTANCE OF 14.54 PEET TO THE
BEGINNING OF A REVERSE CURVE, CONCAVE NORTHWESTERLY, HAVING A
RADIUS OF 24.50 FEET, A RADIAL LINE PASSING THROUGH SAID POINT
BEARS NORTH 880 41' 42" WEST;
THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A
CENTRAL ANGLE OF 880 28' 10", AN ARC DISTANCE OF 37.83 FEET;
THENCE TANGENT TO LAST MENTIONED CURVE, SOUTH 890 46' 28" WEST
A DISTANCE OF 105.87 FEET TO THE POINT OF BEGINNING,
PURSUANT TO A LOT LINE ADJUSTMENT 140. 2003-393 AS APPROVED BY
THE CITY OF LA QUINTA MARCH 7, 2003.
PARCEL "B":
IN THE CITY OF LA QUTNTA, COUNTY OF RIVERSIDE, STATE OF
CALIFORNIA, THOSE PORTIONS OF THE SOUTHEAST QUARTER OF SECTION
1AND SOUTHWEST QUARTER SECTION TOWNSHIP
Sx
RANGE 7 EAST, MTDESCRIBED ASFOLLO
BEGINNING AT THE EAST ONE -QUARTER CORNER OF SAID SECTION 17;
Continued on next page
-5-
95/19/03 12:52 %r
501219773
11008
THENCE SOUTH 890 49' 04" WEST ALONG THE NORTH LINE OF SAID
SOUTHEAST QUARTER OF SECTION 17, A DISTANCE OF 1940.58 FEET TO
THE NORTHEAST CORNER OF TRACT NO. 2606 AS SHOWN BY MAP ON FILE
IN BOOK 45 AT PAGES 91 THROUGH 97, INCLUSIVE, OF MAPS, RECORDS
OF RIVERSIDE COUNTY, CALIFORNIA;
THENCE SOUTH 050 08' 07" WEST ALONG THE EAST BOUNDARY LINE OF
SAID TRACT NO. 2606, A DISTANCE OF 472.03 FEET TO AN ANGLE
POINT IN SAID EAST BOUNDARY LINE, SAID POINT ALSO BEING ON THE
EAST LINE OF THE WEST HALF OF THE WEST HALF OF SAID SOUTHEAST
OUARTER OF SECTION 17;
THENCE SOUTH 000 13' 32" EAST ALONG SAID EAST LINES A DISTANCE
OF 911.51 FEET;
THENCE LEAVING SAID EAST LINES NORTH 890 46' 28" EAST A
DISTANCE OF 105.87 FEET TO THE BEGINNING OF A TANGENT CURVE,
CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 24.50 FEET;
THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A
CENTRAT, ANGLE OF 880 28' 1011, AN ARC DISTANCE OF 37.83 FEET TO
A POINT OF REVERSE CURVATURE WITH A CURVE CONCAVE EASTERLY
HAVING A RADIUS OF 1020.00 FEET, A RADIAL LINE PASSING THROUGH
SAID POINT BEARS SOUTH 880 41' 42" EAST;
THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF
00° 49' 00", AN ARC DISTANCE OF 14.54 FEET;
THENCE NONTANGENT TO LAST MENTIONED CURVE, SOUTH 870 52' 42"
EAST A DISTANCE OF 40.00 FEET;
THENCE NORTH 890 46' 28" EAST A DISTANCE OF 125.12 FEET TO THE
BEGINNING OF A NON -TANGENT CURVE CONCAVE EASTERLY, HAVING A
RADIUS OF 855.00 FEET, A RADIAL, LINE PASSING THROUGH SAID POINT
BEARS NORTH 870 32' 06" WEST;
THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL
ANGLE OF 010 31' 08" AN ARC DISTANCE OF 22.67 FEET TO A POINT,
A RADIAL LINE PASSING THROUGH SAID POINT BEARS NORTH 690 03'
14" WEST;
THENCE NON -TANGENT TO LAST MENTIONED CURVE, SOUTH 020 34' 09"
EAST A DISTANCE OF 62.40 FEET;
THENCE NORTH 660 49' 34" EAST A DISTANCE OF 160.38 FEET?
THENCE NORTH 600 04' 31" EAST A DISTANCE OF 37.00 FEET;
THENCE SOUTH 290 55' 29" EAST A DISTANCE OF 2.67 FEET;
Continued on next page
95/19/,03 12:52 %T
501239773
a 009
THENCE NORTH 600 04' 31" EAST A DISTANCE OF 131.66 FEET;
THENCE SOUTH 290 55' 03" EAST A DISTANCE OF 168,68 FEET;
THENCE SOUTH 340 47' 02" EAST A DISTANCE OF 16.01 FEET;
THE NORTH 510 39' 31" EAST A DISTANCE OF 142.24 FEET;
THENCE NORTH 380 20' 29" WEST A DISTANCE OF 45.26 FEET;
THENCE NORTH 510 39, 3111 EAST A DISTANCE OF 37.00 FEET TO THE
BEGINNING OF A NONTANGENT CURVE, CONCAVE NORTHERLY HAVING A
RADIUS OF 24.50 FEET, A RADIAL LINE PASSING THROUGH SAID POINT
BEARS SOUTH 510 39' 31" WEST;
THENCE EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL
ANGLE OF 900 00' 00",. AN ARC DISTANCE OF 38.48 FEET;
THENCE TANGENT TO THE LAST MENTIONED CURVE, NORTH 510 39' 31"
EAST A DISTANCE OF 44.01 FEET TO THE BEGINNING OF A TANGENT
CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 181.50 FEET;
THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A
CENTRAL ANGLE OF 270 52' 47", AN ARC DISTANCE OF 88.32 FEET TO
AHE N
RADIUS OF218.50 FEET, A RADIAL LINE PASSING THROUGHHAVING
SAID
pOINT BEARS NORTH 660 13' 16" WEST;
T�
HENCE NORTASTERLY ALONG THE ARC OF SAID CURVE 'THROUGH A
CENTRAL ANGLE OF 270 52' 47", AN ARC DISTANCE OF 106.32 FEET TO
A POINT;
DISTANCEGOF 1005. 6SFEETT TO LAED THE �INNINGNORTH
OF AITANGENTSill
CURVE,
CONCAVE NORTHWESTERLY HAVING A RADIUS OF 24.50 FEET;
THENCE NORTHERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL
ANGLE OF 900 00' 00", AN ARC DISTANCE OF 38.48 FEET TO A POINT,
A RADIAL LINE PASSING THROUGH SAID POINT BEARS NORTH 510 39'
31" EAST;
THENCE NONTANGENT TO LAST MENTIONED CURVE, NORTH 510 39' 31"
FAST A DISTANCE OF 37.00 FEET TO THE BEGINNING OF A NONTANGENT
CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 24.50 FEET, A
RADIAL LINE PASSING THROUGH SAID POINT BEARS SOUTH 510 39' 31°
WEST;
THENCE EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL
ANGLE OF 9U0 00, 00", AN ARC DISTANCE OF 38.48 FEET TO A POINT,
A RADIAL LINE PASSING THROUGH SAID POINT BEARS SOUTHn380ued 20'Contion next page
-7-
05/19/03 12:53 *a
Bolo
501219773
29" EAST;
THENCE NONTANGENT TO LAST MENTIONED CURVE, SOUTH 37007'45"
A DISTANCE OF 37.01 FEET TO THE BEGINNING OF A NONTANGENT
CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 24.50 FEET, A
RADIAL LINE PASSING THROUGH SAID POINT BEARS NORTH 380 20'
WEST;
Mm
THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL
ANGLE OF 87° 31' 49 AN ARC DISTANCE OF 37.53 FEET TO THE
BEGINNING OF A REVERSE CURVE, CONCAVE SOUTHWESTERLY, HAVING A
RADIUS OF 818.50 FEET, A RADIAL LINE PASSING THROUGH SAID POINT
BEARS NORTH 54007'42" EAST;
THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A
CENTRAL ANGLE OF 070 21' 1311, AN ARC DISTANCE OF 105.05 FEET TO
A POINT, A RADIAL LINE PASSING THROUGH SAID POINT BEARS NORTH
610 28, 55" EAST;
THENCE NONTANGENT TO LAST MENTIONED CURVE, NORTH 650 41' 09"
EAST A DISTANCE OF 34.32 FEET TO THE BEGINING OF A TANGENT
CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 350.00 FEET;
THENCE EASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL
ANGLE OF 120 06' 5311, AN ARC DISTANCE OF 74.01 FEET TO A POINT,
A RADIAL LINE PASSING THROUGH SAID POINT BEARS NORTH 120 11'
58" WEST;
THENCE NONTANGENT TO LAST MENTIONED CURVE, SOUTH 160 27' 14"
EAST, A DISTANCE OF 123.42 FEET TO THR BEGINNING OF A
NONTANGENT CURVE, CONCAVE SOUTHERLY, HAVTNG A RADIUS OF 218.50
FEET, A RADIAL LINE PASSING THROUGH SAID POINT BEARS NORTH 160
27' 14" WEST;
T-HENCE EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL
ANGLE OF 110 50' 26", A DISTANCE OF 45.15 FEET TO A POTNT, A
RADIAL LINE PASSING THROUGH SAID POINT BEARS NORTH 040 36' 48"
WEST;
THENCE NONTANGENT TO LAST MENTIONED CURVE, SOUTH 040 36' 48"
EAST A DISTANCE OF 37.00 FEET;
THENCE SOUTH 240 18' 51" EAST A DISTANCE OF 145.00 FEET;
THENCE NORTH 840 26' 11" EAST A DISTANCE OF 245.05 FEET;
TEH±NCE NORTH 860 55' 12" EAST A DISTANCE OF 35.33 FEET;
THENCE SOUTH 100 26' 28" WEST A DISTANCE OF 227.68 FEET;
Continued on next page
Sm
05/19/03 12:53 0
r�\
U
501219773
Roll
THENCE SOUTH 800 29' 12" EAST A DISTANCE OF 115.12 FEET, TO THE
BEGINNING OF A NON -TANGENT CURVE CONCAVE EASTERLY, HAVING A
RADIUS OF 820.00 FEET;
THENCE NORTHERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL
ANGLE OF 030 20' 33" AN ARC DISTANCE OF 47.84;
THENCE NON -TANGENT TO LAST MENTIONED CURVE NORTH 770 08' 39"
EAST A DISTANCE OF 260.94 FEET TO A POINT ON THE WESTERLY RIGHT
OF WAY LINE OF JEFFERSON STREET, 55.00 FEET IN HALF WIDTH, AS
DESCRIBED IN DEED TO THE COUNTY OF RIVERSIDE, RECORDED SEPTEMBER
28, 1966 AS INSTRUMENT NO. 96195, OF OFFICIAL RECORDS;
TvMNCE NORTH 120 48' 44" EAST ALONG SAID WESTERLY RIGHT OF WAY
LINE OF JEFFERSON STREET A DISTANCE OF 68.59 FEET TO THE
BEGINNING OF A NON -TANGENT CURVE CONCAVE NORTHEASTERLY, HAVING
A RADIUS OF 230.00 FEET, A RADIAL LINE PASSING THROUGH SAID
POINT BEARS SOUTH 26" 38' 33" WET;
THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A
CENTRAL ANGLE. OF 330 28' 07", AN ARC DISTANCE OF 134.35 FEET TO
A POINT ON THE EAST LINE OF SAID SOUTHEAST QUARTER OF SECTION
17, A RADIAL LINE PASSING THROUGH SAID PINT BEARS SOUTH 600 06'
40" WEST;
THENCE NON -TANGENT TO LAST MENTIONED CURVE AND ALONG LAST SAID
EAST LINE, NORTH 000 17' 50" WEST A DISTANCE OF 1472.36 FEET TO
THE POINT OF BEGINNING.
PURSUANT TO A LOT LINE ADJUSTMENT NO
THE CITY OF LA QUINTA MARCH 7, 2003.
End of Legal Description
WE
2003-393, AS APPROVED BY
Continued on next page
05/19/00 12:53 V
IA 012
501219773
SCHEDULE B
At the date hereof, exceptions to coverage in addition to the
printed exceptions and exclusions contained in said policy or
policies would be as follows:
A. GENERAL AND SPECIAL CITY AND/OR COUNTY TAXES FOR THE FISCAL
YEAR 2003-2004, A LIEN NOT YET DUE AND PAYABLE.
B_ THE LIEN OF SUPPLEMENTAL TAXES, IF ANY, ASSESSED PURSUANT TO
THE PROVISIONS OF CHAPTER 3.5, COMMENCING WITH SECTION 75 OF
REVENUE AND TAXATION CODE OF THE STATE OF CALIFORNIA.
C. ASSESSMENTS, IF ANY, FOR COMMUNITY FACILITY DISTRICTS
AFFECTING SAID LAND WHICH MAY EXIST BY VIRTUE OF ASSESSMENT
MAPS OR NOTICES FILED BY SAID DISTRICTS. SAID ASSESSMENTS ARE
COLLECTED WITH THE COUNTY TAXES.
D. A RESOLUTION ESTABLISHING WATERSHED BENEFIT ASSESSMENT AREAS
WHICH PROVIDES FOR THE ISSUING OF BONDS AND THE LEVYING OF A
SPECIAL TAX TO PAY THE INTEREST AND PRINCIPAL PAYMENTS ON SUCH
BONDS UPON THE HEREIN DESCRIBED PROPERTY, RECORDED JUKE 10, 1991
AS INSTRUMENT NOS. 193749, 193750 AND 19375.1 OF OFFICIAL
RECORDS OF RIVERSIDE COUNTY, CALIFORNIA.
REFERENCE IS HEREBY MADE TO SAID DOCUMENT FOR FURTHER AND OTHER
PARTICULARS.
THE INSTALLMENTS THEREUNDER BEING PAYABLE ANNUALLY WITH THE
REAL PROPERTY TAXES.
1. WATER RIGHTS, CLAIMS OR TITLE TO WATER, WHETHER OR NOT SHOWN
BY THE PUBLIC RECORDS.
2. RIGHTS OF THE PUBLIC IN AND TO ANY PORTION OF SAID LAND,
LYING WITHIN ANY LAWFUL ESTABLISHED STREETS, ROADS, OR HIGHWAYS.
3. AN EASEMENT FOR EITHER OR BOTH POLE LINES, CONDUITS OR
UNDERGROUND FACILITIES AND INCIDENTAL PURPOSES, IN FAVOR OF
CALIFORNIA WATER AND TELEPHONE COMPANY, A CORPORATION IN
INSTRUMENT RECORDED JULY 29, 1964 AS INSTRUMENT NO. 92728 AND
92729 OF OFFICIAL RECORDS. SAID EASEMENT IS DESCRIBED AS
FOLLOWS:
THE CENTER LINE OF THE 10.00 FOOT EASEMENT HEREBY GRANTED IS
DESCRIBED AS FOLLOWS:
Continued on next page
-10-
95/19/03 12:54 %y
50121.9773
a 013
BEGINNING AT A POINT ON THE WEST LINE OF SAID PARCEL, SAID
POINT BEING 49.00 FEET DISTANT FROM THE SOUTHEAST CORNER
THEREOF AND RUNNING THENCE EASTERLY IN A STRAIGHT LINE, 49.00
FEET DISTANT FROM AND PARALLEL TO THE SOUTH LINE OF SAID PARCEL
TO THE EAST LINE THEREOF.
4. AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES, IN
FAVOR OF COUNTY OF RIVERSIDE IN INSTRUMENT RECORDED NOVEMBER 2,
1966 AS INSTRUMENT NO. 107601 OF OFFICIAL RECORDS.
5. AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES, IN
FAVOR OF COUNTY OF RIVERSIDE IN INSTRUMENT RECORDED FEBRUARY
15, 1990 AS INSTRUMENT NO. 58725 OF OFFICIAL RECORDS.
6. AN EASEMENT FOR PIPE LINES FOR PRESENT OR FUTURE WATER LINE
SYSTEM AND INCIDENTAL PURPOSES, IN FAVOR OF COACHELLA VALLEY
WATER DISTRICT IN INSTRUMENT RECORDED APRIL 4, 1990 AS
INSTRUMENT NO. 121194 OF OFFICIAL RECORDS.
7. AN EASEMENT FOR PUBLIC ROAD AND DRAINAGE AND INCIDENTAL
PURPOSES, IN FAVOR OF COUNTY OF RIVERSIDE IN INSTRUMENT RECORDED
DECEMBER 22, 1995 AS INSTRUMENT NO. 426274 OF OFFICIAL RECORDS.
REFERENCE IS HEREBY MADE TO SAID DOCUMENT FOR FURTHER AND OTHER
PARTICULARS.
8. A NOTICE OF PENDENCY OF ADMINISTRATIVE PROCEEDINGS BASED UPON
OWNER(S) NON-COMPLIANCE TO CORRECT MUNICIPAL CODE VIOLATIONS,
INCLUDING LIABILITY FOR ALL COSTS AND EXPENSES ASSESSED AGAINST
THE PROPERTY AS A LIEN FOR ABATEMENT, RECORDED NOVEM13ER 9, 1999
AS INSTRUMENT NO. 99-495534 OF OFFICIAL RECORDS.
NOTE: TO AVOID DELAYS AT THE TIME OF CLOSING, PLEASE SUBMIT THE
ORIGINAL RELEASE (PROPERLY EXECUTED) INDICATING ALL CODE
VIOLATIONS HAVE BEEN SATISFIED, AND A FINAL DEMAND FOR PAY-OFF
EXECUTED BY THE RECORD AGENCY.
9. A DEED OF TRUST TO SECURE AN INDEBTEDNESS OF THE AMOUNT
STATED HEREIN AND ANY OTHER AMOUNTS PAYABLE UNDER THE TERMS
THEREOF, RECORDED MARCH 12, 2002 AS INSTRUMENT NO. 02-126756 OF
OFFICIAL RECORDS:
DATED:
TRUSTOR:
TRUSTEE:
BENEFICIARY
FruTilljZP �
MARCH 5, 2002
LA QUINTA DUNES 350, INC.,
A CALIFORNIA CORPORATION
FIDELITY NATIONAL TITLE COMPANY
SAND HARBOR LAND COMPANY, LLC,
AN OREGON LIMITED LIABILITY COMPANY
$4,387,500.00
-11-
Continued on next gage
05/19/03 12:54 V
501219773
10. A DEED OF TRUST TO SECURE AN INDEBTEDNESS OF THE AMOUNT
STATED HEREIN AND ANY OTHER AMOUNTS PAYABLE UNDER THE TERMS
THEREOF, RECORDED MARCH 12, 2002 AS INSTRUMENT NO. 02-126759 OF
OFFICIAL RECORDS:
DATED:
TRUSTOR:
TRUSTEE:
BENEFICIARY:
AMOUNT:
FEBRUARY 26, 2002
LA QUINTA DUNES 350, INC.,
A CALIFORNIA CORPORATION
FIDELITY NATIONAL TITLE COMPANY
CDI LA QUINTA 350, L.L.C., A NEVADA
LIMITED LIABILITY COMPANY
(NOT SET OUT)
AN AGREEMENT, DATED AUGUST 28, 2002 AND EXECUTED BY LA QUINTA
DUNES 350, INC_, MODIFYING THE TERMS OF SAID DEED OF TRUST, WAS
RECORDED SEPTEMBER 13, 2002 AS INSTRUMENT NO. 02-510708 OF
OFFICIAL RECORDS.
AN AGREEMENT, DATED SEPTEM13ER 17, 2002 AND EXECUTED BY LA
QUINTA DUNES 350, INC., MODIFYING THE TERMS OF SAID DEED OF
TRUST, WAS RECORDED OCTOBER 23, 2002 AS INSTRUMENT NO.
02-595263 OF OFFICIAL RECORDS.
THE LIEN OR CHARGE OF SAID DEED OF TRUST WAS SUBORDINATED TO THE
LIEN OR CHARGE OF THE DEED OF TRUST, REFERRED TO IN ITEM NO. 11,
BY AN AGREEMENT RECORDED DECEMBER 11, 2002 AS INSTRUMENT NO.
02-741521 OF OFFICIAL RECORDS.
AN AGREEMENT, DATED DECEMBER 30, 2002 AND EXECUTED BY :GA QUINTA
DUNES 350, INC., MODIFYING THE TERMS OF SAID DEED OF TRUST, WAS
RECORDED DECEMBER 31, 2002 INSTRUMENT NO. 793928 OF OFFICIAL
RECORDS.
11 A CONSTRUCTION DEED OF TRUST TO SECURE AN INDEBTEDNESS OF
THE AMOUNT STATED HEREIN AND ANY OTHER AMOUNTS PAYABLE UNDER
THE TERMS THEREOF, RECORDED DECEMBER 11, 2002 AS INSTRUMENT NO.
741522 OF OFFICIAL RECORDS:
DATED:
TROSTOR:
TRUSTEE:
BENEFICIARY:
AMOUNT:
DECEMBER 3, 2002
LA QUINTA DUNES 350, INC.,
A CALIFORNIA CORPORATION
COMERICA BANK-CALIFORNIA,
A CALIFORNIA BANKING CORPORATION
COAMERICA BANK-CALIFORNIA,
A CALIFORNIA BANKING CORPORATION
$(NOT SET OUT)
0 014
12. THE MATTERS CONTAINED IN AN INSTRUMENT ENTITLED CABLE
SERVICE EASEMENT AGREEMENT, BY AND BETWEEN CORNERSTONE
DEVELOPERS AND TIME WARNER ENTERTAINNMENNT-ADVANCE/NEWHOUSE
Continued on next page
-12-
'104
95/19/03 12:54 %T
Ik(�1 I
v
2
50121.9773
fa 015
PARTNERSHIP DBA TIME WARNER CABLE, ITS SUCCESSORS AND/OR
ASSIGNS, UPON THE TERMS AND CONDITIONS AND COVENANTS THEREIN
PROVIDED, RECORDED APRIL 11, 2003 AS INSTRUMENT NO. 03-257473
OF OFFICIAL RECORDS.
REFERENCE IS MADE TO SAID INSTRUMENT FOR PARTICULARS.
13. THE EFFECT OF THE FOLLOWING: NOTICE OF NON -RESPONSIBILITY
RECORDED MARCH 21, 2003 AS INSTRUMENT NO. 03-199361 OF OFFICIAL
RECORDS.
14. DRE NOTE: NO KNOWN MATTERS OTHERWISE APPROPRIATE TO BE
SHOWN HAVE BEEN DELETED PROM THIS REPORT, WHICH IS NOT A POLICY
OF TITLE INSURANCE, BUT A REPORT TO FACILITATE THE ISSUANCE OF A
POLICY OF TITLE INSURANCE.
FOR PURPOSES OF POLICY ISSUANCE, NO ITEMS HAVE BEEN ELIMINATED
ON THE BASIS OF AN INDEMNITY AGREEMENT OR OTHER AGREEMENT
SATISFACTORY TO THE COMPANY AS INSURER.
END OF EXCEPTIONS
Typist Initials: CM
Print date: May 14, 2003
-13-
Continued on next page
05119e03 12:55
U 016
501219773
NOTES
.1NFORMATION NOTES:
1_ SUBDIVISION RATE
2. ACCORDING TO THE PUBLIC RECORDS, THERE HAVE BEEN NO DEEDS
CONVEXING THE PROPERTY HEREIN DESCRIBED IN THIS REPORT WITHIN A
pERIOD ON SIX MONTHS PRIOR TO THE DATE OF THIS REPORT, EXCEPT AS
FOLLOWS: (NONR)
Continued on next page
-14-
EXH T "A" — LOT LINE ADJUSTMEN O.2003-_ Page] of 8
LEGAL DESCRIPTIONS OF ADJUSTED LOTS
PARCEL "A":
In the City of La Quinta, County of Riverside, State of California, those portions of the southeast
quarter of Section 17 and the southwest quarter of Section 16, Township 5 South, Range 7 East
S.B.M., more particularly described as follows:
Beginning at the East one -quarter corner of said Section 17;
Thence South 89°49'04" West along the north line of said southeast quarter of section 17, a
distance of 1340.00 feet to the TRUE POINT OF BEGINNING;
Thence South 18°43'48" East a distance of 173.37 feet to the beginning of a non -tangent curve to
the left, having a radius of 220.00 feet, a radial line from said point bears South 32'38'19" East;
Thence southwesterly along the are of said curve, through a central angle of 05°48'29", an arc
distance of 22.30 feet;
Thence southwesterly a distance of 89.89 feet to the beginning of a tangent curve to the right,
having a radius of 24.50 feet;
Thence westerly along the arc of said curve, through a central angle of 90'24'31 ", an arc distance
of 38.66 feet;
Thence South 51 °20'38" West a distance of 37.00 feet to the beginning of a non -tangent curve to
the right, having a radius of 24.50 feet, a radial line from said point bears South 51 °27'40" West;
Thence southerly along the arc of said curve, through a central angle of 90°05'32", an arc
distance of 38.52 feet;
Thence South 38' 1249" East a distance of 40.00 feet to the beginning of a non -tangent curve to
the right, having a radius of 24.50 feet, a radial line from said point bears South 38°26'48" East;
Thence easterly along the arc of said curve, through a central angle of 90'06' 18", an arc distance
of 38.53 feet;
Thence South 38°20'29" East a distance of 15.10 feet to the beginning of a tangent curve to the
right, having a radius of 481.50 feet;
Thence southeasterly along the arc of said curve, through a central angle of 14°36'41 ", an arc
distance of 122.79 feet to the beginning of a reverse curve to the left, having a radius of 518.50
feet;
Thence southeasterly along the arc of said curve, through a central angle of 23'12'31", an arc
distance of 210.03 feet to the beginning of a reverse curve to the right, having a radius of 481.50
feet;
Thence southeasterly along the arc of said curve, through a central angle of 22°08'20", an arc
distance of 186.05 feet to the beginning of a reverse curve to the left, having a radius of 1018.50
feet;
Thence southeasterly along the arc of said curve, through a central angle of 13°32'30", an arc
distance of 240.72 feet;
Thence South 38°20'29" East a distance of 75.68 feet to the beginning of a tangent curve to the
right, having a radius of 24.50 feet;
EX IT "A" — LOT LINE ADJUSTME O.2003-_ Page 2 of 8
PARCEL "A" (continued):
Thence southerly along the arc of said curve, through a central angle of 90°00'00", an arc
distance of 38.48 feet;
Thence South 51 °39'31 " West a distance of 105.66 feet to the beginning of a tangent curve to the
left, having a radius of 218.50 feet;
Thence southwesterly along the arc of said curve, through a central angle of 27°52'47", an arc
distance of 106.32 feet to the beginning of a reverse curve to the right, having a radius of 181.50
feet;
Thence southwesterly along the arc of said curve, through a central angle of 275247", an arc
distance of 88.32 feet;
Thence South 51°39'31" West a distance of 44.01 feet to the beginning of a tangent curve to the
right, having a radius of 24.50 feet;
Thence westerly along the arc of said curve, through a central angle of 90°00'00", an arc distance
of 38.48 feet;
Thence South 51 °39'31 " West a distance of 37.00 feet;
Thence South 38°20'29" East a distance of 45.26 feet;
Thence South 51 °3931 " West a distance of 142.24 feet;
Thence North 34°47'02" West a distance of 16.01 feet;
Thence North 29°55'03" West a distance of 168.68 feet;
Thence South 60°04'31 " West a distance of 131.66 feet;
Thence North 29°55'29" West a distance of 2.67 feet;
Thence South 60°04'31 " West a distance of 37.00 feet;
Thence South 66°49'34" West a distance of 160.38 feet;
Thence North 02°34'09" West a distance of 62.40 feet to the beginning of a non -tangent curve to
the right, having a radius of 855.00 feet, a radial line from said point bears South 89°03'14" East;
Thence northerly along the arc of said curve, through a central angle of 01'31'08", an arc
distance of 22.66 feet;
Thence South 89°46'28" West a distance of 125.12 feet;
Thence North 87°52'42" West a distance of 40.00 feet to the beginning of a non -tangent curve to
the left, having a radius of 1020.00 feet, a radial line from said point bears South 875242" East;
Thence southerly along the arc of said curve, through a central angle of 00°49'00", an arc
distance of 14.54 feet to the beginning of a reverse curve to the right, having a radius of 24.50
feet;
Thence southwesterly along the are of said curve, through a central angle of 88°28'10", an are
distance of 37.83 feet;
Thence South 89°46'28" West a distance of 105.87 feet to a point on the east boundary line of
Tract No. 2606 as shown by map on file in book 45 at pages 91 through 97, inclusive, of maps,
records of Riverside County, California;
EX T "A" — LOT LINE ADJUSTME O. 2003-_ Page 3 of 8
PARCEL "A" (continued):
Thence North 00' 13'32" West along said east boundary line of said Tract No. 2606, a distance of
91 1.51 feet to an angle point in said east boundary line;
Thence North 05°08'07" East along said east boundary line of said Tract No. 2606, a distance of
472.03 feet to the northeast corner of said Tract No. 2606, said point also being on the north line
of said southeast quarter of Section 17;
Thence North 89°49'04" East along the said north line of the southeast quarter of Section 17, a
distance of 600.58 feet to the TRUE POINT OF BEGINNING.
Said area contains 25.26 acres of land, more or less.
Subject to existing easements and Rights -of -Way of record.
EXHOT "A" — LOT LINE ADJUSTMEN O.2003-_ Page 4 of 8
PARCEL "B":
In the City of La Quinta, County of Riverside, State of California, those portions of the southeast
quarter of Section 17 and the southwest quarter of Section 16, Township 5 South, Range 7 East
S.B.M., more particularly described as follows:
Beginning at the East one -quarter corner of said Section 17;
Thence South 89°49'04" West along the north line of said southeast quarter of section 17, a
distance of 471.00 feet to the TRUE POINT OF BEGINNING;
Thence South 00°10'56" East a distance of 144.11 feet to the beginning of a non -tangent curve to
the left, having a radius of 480.00 feet, a radial line from said point bears North 07009'39" East;
Thence easterly along the arc of said curve, through a central angle of 01 '30'25", an arc distance
of 12.63 feet;
Thence South 05°39' 14" West a distance of 155.00 feet to the beginning of a non -tangent curve
to the left, having a radius of 635.00 feet, a radial line from said point bears
North 05°39' 14" East;
Thence easterly along the arc of said curve, through a central angle of 00°07'55", an arc distance
of 1.46 feet;
Thence South 05°24'03" West a distance of 152.00 feet to the beginning of a non -tangent curve
to the left, having a radius of 981.50 feet, a radial line from said point bears
South 05°24'03" West;
Thence westerly along the arc of said curve, through a central angle of 00°25'41 ", an arc distance
of 7.33 feet;
Thence South 04°58'22" West a distance of 126.33 feet to the beginning of a non -tangent curve
to the left, having a radius of 866.50 feet, a radial line from said point bears
North 03°22'47" East;
Thence easterly along the arc of said curve, through a central angle of 02040'41 ", an arc distance
of 40.50 feet;
Thence South 00042'06" West a distance of 152.00 feet to the beginning of a non -tangent curve
to the right, having a radius of 1018.50 feet, a radial line from said point bears
North 00°42'06" East;
Thence westerly along the arc of said curve, through a central angle of 00°22'05", an arc distance
of 6.54 feet;
Thence South 01004'1 1" West a distance of 119.05 feet to the beginning of a non -tangent curve
to the left, having a radius of 866.50 feet, a radial line from said point bears
North 01 ° 14'50" East;
Thence easterly along the arc of said curve, through a central angle of 00023'39", an arc distance
of 5.96 feet;
Thence South 00°51'l I" West a distance of 115.00 feet to the beginning of a non -tangent curve
to the left, having a radius of 981.50 feet, a radial line from said point bears
North 00°51' 11 " East;
Thence easterly along the arc of said curve, through a central angle of 02°05'06", an arc distance
of 35.72 feet;
EXHT "A" — LOT LINE ADJUSTMEN . 2003-_ Page 5 of 8
PARCEL `B" (continued):
Thence South 01 ° 13'55" East a distance of 157.00 feet to the beginning of a non -tangent curve to
the left, having a radius of 866.50 feet, a radial line from said point bears North 01 °39'S8" West;
Thence easterly along the arc of said curve, through a central angle of 00°55'36", an arc distance
of 14.01 feet;
Thence South 02°35'34" East a distance of 115.00 feet to the beginning of a non -tangent curve to
the left, having a radius of 981.50 feet, a radial line from said point bears North 02°35'34" West;
Thence easterly along the arc of said curve, through a central angle of 00'39'17", an arc distance
of 11.22 feet;
Thence South 03' 14'52" East a distance of 152.93 feet;
Thence North 84'26' 1 1" East a distance of 48.93 feet;
Thence South 26°56'56" West a distance of 147.96 feet;
Thence South 35'16'51" West a distance of 25.00 feet to the beginning of a non -tangent curve to
the left, having a radius of 38.50 feet, a radial line from said point bears South 35'16,51" West;
Thence westerly along the arc of said curve, through a central angle of 65°28'57", an arc distance
of 44.00 feet;
Thence North 24' 18'51 " West a distance of 290.53 feet;
Thence North 04°36'48" West a distance of 37.00 feet to the beginning of a non -tangent curve to
the left, having a radius of 218.50 feet, a radial line from said point bears South 04°36'48" East;
Thence westerly along the arc of said curve, through a central angle of 11 °50'26", an arc distance
of 45.15 feet;
Thence North 16027'14" West a distance of 123.42 feet to the beginning of a non -tangent curve
to the left, having a radius of 350.00 feet, a radial line from said point bears
South 12' 1 V58" East;
Thence westerly along the arc of said curve, through a central angle of 12°06'53", an arc distance
of 74.01 feet;
Thence South 65°41'09" West a distance of 34.32 feet to the beginning of a non -tangent curve to
the left, having a radius of 818.50 feet, a radial line from said point bears South 61°28'55" West;
Thence northwesterly along the arc of said curve, through a central angle of 07°21' 13", an arc
distance of 105.05 feet to the beginning of a reverse curve to the right, having a radius of 24.50
feet;
Thence northerly along the are of said curve, through a central angle of 8731'49", an arc
distance of 37.43 feet;
Thence North 37°07'45" West a distance of 37.01 feet to the beginning of a non -tangent curve to
the right, having a radius of 24.50 feet, a radial line from said point bears North 38°20'29" West;
Thence westerly along the arc of said curve, through a central angle of 90°00'00", an arc distance
of 38.48 feet;
Thence South 51 °39'31 " West a distance of 37.00 feet;
EXHT "A" — LOT LINE ADJUSTMENAO.2003-_ Page 6 of 8
PARCEL "B" (continued):
Thence North 38°20'29" West a distance of 75.68 feet to the beginning of a tangent curve to the
right, having a radius of 1018.50 feet;
Thence northwesterly along the arc of said curve, through a central angle of 13'32'30", an arc
distance of 240.72 feet to the beginning of a reverse curve to the left, having a radius of 481.50
feet;
Thence northwesterly along the arc of said curve, through a central angle of 22°08'20", an arc
distance of 186.05 feet to the beginning of a reverse curve to the right, having a radius of 518.50
feet;
Thence northwesterly along the arc of said curve, through a central angle of 23' 12'31 ", an arc
distance of 210.03 feet to the beginning of a reverse curve to the left, having a radius of 481.50
feet;
Thence northwesterly along the arc of said curve, through a central angle of 14°36'41 ", an arc
distance of 122.79 feet;
Thence North 38°20'29" West a distance of 15.10 feet to the beginning of a tangent curve to the
left, having a radius of 24.50 feet;
Thence westerly along the arc of said curve, through a central angle of 90'06' 18", an arc distance
of 38.53 feet;
Thence North 38° 12'49" West a distance of 40.00 feet to the beginning of a non -tangent curve to
the left, having a radius of 24.50 feet, a radial line from said point bears North 38'26'48" West;
Thence northerly along the arc of said curve, through a central angle of 90°05'32", an arc
distance of 38.52 feet;
Thence North 51 °20'38" East a distance of 37.00 feet to the beginning of a non -tangent curve to
the left, having a radius of 24.50 feet, a radial line from said point bears North 51 °57'43" East;
Thence easterly along the arc of said curve, through a central angle of 90°24'31 ", an arc distance
of 38.66 feet;
Thence North 51'33'12" East a distance of 89.89 feet to the beginning of a tangent curve to the
right, having a radius of 220.00 feet;
Thence northeasterly along the arc of said curve, through a central angle of 05°48'29", an arc
distance of 22.30 feet;
Thence North 18°43'48" West a distance of 173.37 feet to a point on the northerly line of said
southeast quarter of Section 17;
Thence North 89°49'04" East along the northerly line of said southeast quarter of Section 17 a
distance of 869.00 feet to the TRUE POINT OF BEGINNING.
Said area contains 19.82 acres of land, more or less.
Subject to existing easements and Rights -of -Way of record.
EXIT "A" — LOT LINE ADJUSTMEN. 2003- Page 8 of 8
PARCEL "C" (continued):
Thence westerly along the arc of said curve, through a central angle of 02°05'06", an arc distance
of 35.72 feet;
Thence North 00°51' 1 1 " East a distance of 115.00 feet to the beginning of a non -tangent curve to
the right, having a radius of 866.50 feet, a radial line from said point bears North 00°51' 1 1 " East;
Thence westerly along the arc of said curve, through a central angle of 00°23'39", an arc distance
of 5.96 feet;
Thence North 01 °04' I 1 " East a distance of 119.05 feet to the beginning of a non -tangent curve to
the left, having a radius of 1018.50 feet, a radial line from said point bears North 01 °04' I 1 " East;
Thence easterly along the arc of said curve, through a central angle of 00°22'05", an arc distance
of 6.54 feet;
Thence North 00'42'06" East a distance of 152.00 feet to the beginning of a non -tangent curve to
the right, having a radius of 866.50 feet, a radial line from said point bears North 00°42'06" East;
Thence westerly along the arc of said curve, through a central angle of 02°40'41 ", an arc distance
of 40.50 feet;
Thence North 04°58'22" East a distance of 126.33 feet to the beginning of a non -tangent curve to
the right, having a radius of 981.50 feet, a radial line from said point bears
South 04°58'22" West;
Thence easterly along the arc of said curve, through a central angle of 00°25'41 ", an arc distance
of 7.33 feet;
Thence North 05°24'03" East a distance of 152.00 feet to the beginning of a non -tangent curve to
the right, having a radius of 635.00 feet, a radial line from said point bears North 05°31'l9" East;
Thence westerly along the arc of said curve, through a central angle of 00°07'55", an arc distance
of 1.46 feet;
Thence North 05°39' 14" East a distance of 155.00 feet to the beginning of a non -tangent curve to
the right, having a radius of 480.00 feet, a radial line from said point bears North 05°39'14" East;
Thence westerly along the arc of said curve, through a central angle of 01 °30'25", an arc distance
of 12.63 feet;
Thence North 00'10'56" West a distance of 144.11 feet to a point on the northerly line of said
southeast quarter of Section 17;
Thence North 89°49'04" East along the northerly line of said southeast quarter of Section 17 a
distance of 471.00 feet to the POINT OF BEGINNING.
Said area contains 26.62 acres of land, more or less.
Subject to existing easements and rights -of -way of record.
EXAT "A" — LOT LINE ADJUSTMENOO. 2003-_ Page 6 of 8
PARCEL °B" (continued):
Thence North 38020'29" West a distance of 75.68 feet to the beginning of a tangent curve to the
right, having a radius of 1018.50 feet;
Thence northwesterly along the arc of said curve, through a central angle of 13°32'30", an arc
distance of 240.72 feet to the beginning of a reverse curve to the left, having a radius of 481.50
feet;
Thence northwesterly along the arc of said curve, through a central angle of 22°08'20", an arc
distance of 186.05 feet to the beginning of a reverse curve to the right, having a radius of 518.50
feet;
Thence northwesterly along the arc of said curve, through a central angle of 23° 12'31 ", an arc
distance of 210.03 feet to the beginning of a reverse curve to the left, having a radius of 481.50
feet;
Thence northwesterly along the arc of said curve, through a central angle of 14°36'41 ", an arc
distance of 122.79 feet;
Thence North 38°20'29" West a distance of 15.10 feet to the beginning of a tangent curve to the
left, having a radius of 24.50 feet;
Thence westerly along the arc of said curve, through a central angle of 90'06' 18", an arc distance
of 38.53 feet;
Thence North 38° l2'49" West a distance of 40.00 feet to the beginning of a non -tangent curve to
the left, having a radius of 24.50 feet, a radial line from said point bears North 38°26'48" West;
Thence northerly along the arc of said curve, through a central angle of 90°05'32", an arc
distance of 38.52 feet;
Thence North 51 °20'38" East a distance of 37.00 feet to the beginning of a non -tangent curve to
the left, having a radius of 24.50 feet, a radial line from said point bears North 51 °57'43" East;
Thence easterly along the arc of said curve, through a central angle of 90°24'31 ", an arc distance
of 38.66 feet;
Thence North 51°33'12" East a distance of 89.89 feet to the beginning of a tangent curve to the
right, having a radius of 220.00 feet;
Thence northeasterly along the arc of said curve, through a central angle of 05°48'29", an arc
distance of 22.30 feet;
Thence North 18°43'48" West a distance of 173.37 feet to a point on the northerly line of said
southeast quarter of Section 17;
Thence North 89°49'04" East along the northerly line of said southeast quarter of Section 17 a
distance of 869.00 feet to the TRUE POINT OF BEGINNING.
Said area contains 19.82 acres of land, more or less.
Subject to existing easements and Rights -of -Way of record.
EXH T "A" — LOT LINE ADJUSTMEN . 2003-_ Page 7 of 8
PARCEL "C":
In the City of La Quinta, County of Riverside, State of California, those portions of the southeast
quarter of Section 17 and the southwest quarter of Section 16, Township 5 South, Range 7 East
S.B.M., more particularly described as follows:
BEGINNING at the East one -quarter corner of said Section 17;
Thence North 89°29'26" East along the north line of said southwest quarter of Section 16, a
distance of 460.38 feet to a point on the westerly right-of-way line of Jefferson Street, half width
of 55.00 feet, as described in deed to the County of Riverside recorded September 28, 1988 as
instrument no. 96195, O.R.;
Thence South 12048'44" West along said westerly right-of-way line of Jefferson Street a distance
of 1676.02 feet;
Thence North 77°08'39" West a distance of 260.94 feet to the beginning of a non -tangent curve
to the left, having a radius of 820.00 feet, a radial line from said point bears
South 77°08'39" East;
Thence southerly along the arc of said curve, through a central angle of 03020'33", an arc
distance of 47.84 feet;
Thence North 80*29'12" West a distance of 115.12 feet;
Thence North 10'26'28" East a distance of 15.71 feet;
Thence North 84°01'22" West a distance of 123.85 feet to the beginning of a non -tangent curve
to the left, having a radius of 38.50 feet, a radial line from said point bears
North 84°01'22" West;
Thence northwesterly along the arc of said curve, through a central angle of 60°41'47", an arc
distance of 40.79 feet;
Thence North 35°16'51" East a distance of 25.00 feet;
Thence North 26°56'56" East a distance of 147.96 feet;
Thence South 84°26'1 1" West a distance of 48.93 feet;
Thence North 03°14'52" West a distance of 152.93 feet to the beginning of a non -tangent curve
to the right, having a radius of 981.50 feet, a radial line from said point bears
North 03° 14'52" West;
Thence westerly along the arc of said curve, through a central angle of 00'39' 18", an arc distance
of 11.22 feet;
Thence North 02°35'34" West a distance of 115.00 feet to the beginning of a non -tangent curve
to the right, having a radius of 866.50 feet, a radial line from said point bears
North 02°35'34" West;
Thence westerly along the arc of said curve, through a central angle of 00'55'36", an arc distance
of 14.01 feet;
Thence North 01°13'55" West a distance of 157.00 feet to the beginning of a non -tangent curve
to the right, having a radius of 981.50 feet, a radial line from said point bears
North 01 ° 13'55" West;
EXHIBIT "B"
LOT LINE ADJUSTMENT NO. 2003-
SHEET
t
0
to
N
d
z
1p
Exp. 6-30-2003
No. 5128
ADJUSTED LOT U,
PARCEL B
SEE SHEET 3
PARCEL A SEE S1 SHEET 2 p�� �$
too ,Lg323
otiS�oN Pc j r10
0.13,
4 A¢c�,L
J PARCEL C
SEE SHEET 4
n
/ �\n
) a n
i
• io
)
TRACT NO. 29,23-1, M.B. /
EXISTING LOT LINES
TO BE ADJUSTED
i
I�
W
ly
EXHIBIT "B" SHEET 2 OF 4
LOT LINE ADJUSTMENT NO. 2003-_
BERMUDA GOLF CLUB ESTATES - UNIT NO. 6, M.S. 56/71-7-5
I I I I I I I I I I I
N89'49'04 E 600.58 T P.O.B. SCALE: 1'=200'
z
J A
u
W/
y1
a
X;
o NJ8'26'48"W
o �R% C 0 112 PARCEL 08'
SEE SHEET 3
�i
1 i
m
c�
$-
PARCEL 'A' N65%�otR�
25.26 ACRES
ioi -
Ll n
p
N
Y
CO
z
1^
U NEW ADJUSTED LOT LINE
� a �
}-• M CJ
Rf 131
\k 89' �0�� y03i lR� L5 \3�90 m • . �01
105.87'�- 5125.124 _a0i
89'46 28 ob 39 '6o yg 9 t ati T'00
89 !
92
TRACT NO. 29-325--1, M.B. / -
,,l LAryp
HAC,f�,�<
a p �0 4b
Exp. 6-30-2003
* No. 5128
s
4)F CF CNT
CURVE DATA TABLE
N0.
DELTA
RADIUS
LENGTH
TANGENT
Cl
90'00'00"
24.50'
38.48'
24.50'
C2
2T5247"
218.50'
106.32'
S4.23'
C3
1T5247"
181.50'
88.32"
45.05'
C4
0131'OB"
855.00'
22.66"
11.33'
C5
00'49'00"
f020.00'
14.54'
7.1T
C6
88'28'10"
24.50'
37.83'
23.85'
C7
OS48'29"
220.00'
22.30"
11.16'
C8
90'24'31"
24.50'
38.66'
14.68'
C9
90'05'32"
24.50'
38.52'
14.54'
C10
90'06'18"
24.50'
38.53"
24.54'
C11
143641"
481.50'
122.79'
61.73'
C12
23'1231"
518.50'
210.03'
I06.47'
C13
21'08'20"
481.50'
186.05'
94.20'
C14
13'32'30"
1018.50'
240.72"
120.92'
LINE DATA TAME
N0.
BEARING
DISTANCE
L 1
N51'39 31
44.01
L2
N513931
3100
L3
N38'20 29
45.26
L4
N34'4702
16.01
LS
N29'S5 29
2.67
L6
N60'0431 E
37.00
L7
NOTJ4 09
62.40
L8
N8T52 42
40.00
L9
NSI'3312
89.89
L 10
N51'10 38 E
37.00
L 11
N38' 12 49
40.00
L11
N38'2029
15.f0
L 13
N38'20 29
75.68
qU EXHIBIT 11B" SHEET 3OF4
LOT LINE ADJUSTMENT NO. 2003-
1 I S&MUDA GOLFICLUS LSTATtS - UNIT Nd) 3, Mlg, 38/177-131 I
N89'49'04 E 869.00
T.P.O.B.
SCALE: 1'=200' y., k-
CURME 04TA TARE
NO
DELTA
RADIUS
LENGTH
TANGENT
Cl
90'00'00'
24.50'
38.48'
24.50'
C7
05'4829'
220.00'
22.30'
11.I6'
C8
90'24 J1'
24.50'
38.66'
24.68'
C9
90'05J1'
24.50
38.52'
24.54'
CIO
90'06'18'
24.50'
J8.53'
24.54'
CII
14J641'
481.50'
122.79'
61.73'
C12
23'12J1'
518.50'
210.03,
106.47'
CIJ
22'08'20'
481.50'
186.05'
94.10'
C14
IJ'J1J0'
1018.50'
240.72'
120.92'
C15
87'31'49'
24.50'
37,43'
23.47'
C16
07'21'13'
818.50'
105.05'
52.60,
C17
170653'
350.00'
74.01'
3714'
C18
11'50'26'
218,50'
45.15'
22.66'
C19
65'2857'
38.50'
44.00'
24.76'
C20
0039'17'
981.50'
11.22'
5.61'
C21
00'55J6'
866.50'
14.01'
7.01'
C22
02'05'06'
981.50'
35.72'
i786'
C23
00'23J9'
666.50'
5.96'
2.98'
C24
00'12'05'
1018.50'
6.54'
3.27'
C25
02'4041'
866.50'
40.50'
20.25'
C26
00'2541'
981.50'
733'
3.67'
C27
00'0755'
635.00'
1.46'
0.73'
C28
01'JO'25'
480.00'
12.63'
631'
90 \
89 91
92
Exp. 6-30-2003
No. 5128
12
PARCEL '8'
19.82 ACRES
NEW ADJUSTED LOT LINE
PARCEL A'
SEE SHEET 2
NEW ADJUSTED LOT LINE
131 A z
32
130� \ A
129 `
101 `
100 C/
TRACT NO. 29323-1, M.B. /
PARCEL 'Co
SEE SHEET 4
h1 C20
G18 0 n1
�m m
133 o
134
L19�
35 0,61
/ 137 ,a ryo
136 9 ,�� 138
c�
/ � o
139
EXHIBIT "B"
LOT LINE ADJUSTMENT NO. 2003-
13ERMUDA GOLF CLUB ESTATES UNIT N0. 6, M.B. 55/71-75
I I I I I I i
N89'49'04 E 411.00 N89'2926 E
P.O.B., EAST QUARTER
CORNER OF SECTION 17
SCALE: 1'=200' ---
LINE DATA TABLE
NO.
BEARING
DISTANCE
L18
N35'16'51 E
25.00'
L 19
N8426'1I E
48.93'
L20
NOYI4'521YR
152.9J'
L21
N0735 341Y R
115.00'
L22
NOf'13"55iV R
15700'
UJ
NOO'51'11 R
115.00'
L24
NO1'04'11 E R
119.05'
L25
NW42'06E R
152.00'
L26
N04'58'12'E R
126.33'
L27
N05'1410JER
152.00'
L28
NO5'39'14ER
155.00'
L29
NOO'10'56V
144.11'
L30
N I 0'2628E
15.71'
PARCEL B'
SEE SHEET 3
CURVE DATA TABLE
NO
DELTA
RADIUS
LENGTH
TANGENT
C20
00'J9'17'
981.50"
11.11'
5.61'
C21
00'55'36'
866.50
14.01 "
7.01'
C22
02'05'06'
981.50'
J5.72'
1786'
C21
00'23'39'
866.50
5.96'
2.98'
C24
00'22'05'
1018.50;
6.54"
J.27'
C25
02'4041'
866.50'
40.50'
20.25"
C26
00'25'41'
981.50,
733•
3.67'
C27
00'07'55'
6J5.00'
1.46"
0.73"
C28
01'JO'25'
480.00'
12.63'
6.31'
C29
OJ'20'33'
820.00'
4784'
23.92'
C30
60'41'47'
J8.50'
40.79'
22.54'
1
135
136
Exp. 6-30-2003
No. 5128
ADJUSTED LOT LINE
PARCEL 'C'
26.62 ACRES
!EXISTING LOT LINE
TO BE ADJUSTED
137 I
h
138
nn4'OIT2AR)
12'T 85 1151
139 L30 pV80'Z�g 12 R)
TRACT NO. 2I932,5-'1, M.B.
55'
SHEET 4 OF 4 1
flACtER ENGINPERiNG
LOT LINE ADJUSTMENT - CLOSURE CALCULATIONS
CORNERSTONE DEVEVELOPERS, INC. - ESPLANADE, TRACT 29323
May 20, 2003 W.O. 030309
-------------------- ------------------------------------------------------
Parcel A:
North: 12635.4036
Line Course: S 18-43-48 E
North: 12471.2149
Curve Length: 22.30
Delta: 5-48-29
Chord: 22.29
Course In: S 32-38-19 E
RP North: 12285.9553
End North: 12458.2565
Line Course: S 51-33-12 W
North: 12402.3641
Curve Length: 38.66
Delta: 90-24-31
Chord: 34.77
Course In: N 38-26-48 W
RP North: 12421.5522
End North: 12406.4557
Line Course: S 51-20-38 W
North: 12383.3438
Curve Length: 38.52
Delta: 90-05-32
Chord: 34.68
Course In: S 51-27-40 W
RP North: 12368.0792
End North: 12348.8911
Line Course: S 38-12-49 E
North: 12317.4627
Curve Length: 38.53
Delta: 90-06-19
Chord: 34.68
Course In: S 38-26-48 E
RP North: 12298.2746
End North: 12313.4731
Line Course: S 38-20-29 E
North: 12301.6298
Curve Length: 122.79
Delta: 14-36-41
Chord: 122.46
Course In: S 51-39-31 W
RP North: 12002.9333
End North: 12196.7019
Curve Length: 210.03
Delta: 23-12-31
Chord: 208.59
Course In: N 66-16-12 E
RP North: 12405.3604
End North: 12026.5326
East : 8646.3169
Length: 173.37
East : 8701.9875
Radius: 220.00
Tangent: 11.16
Course: S 54-27-27 W
Course Out: N 38-26-48 W
East : 8820.6420
East : 8683.8491
Length: 89.89
East : 8613.4484
Radius: 24.50
Tangent: 24.68
Course: N 83-14-32 W
Course Out: S 51-57-43 W
East : 8598.2146
East : 8578.9184
Length: 37.00
East : 8550.0247
Radius: 24.50
Tangent: 24.54
Course: S 06-30-26 W
Course Out: S 38-26-48 E
East 8530.8612
East 8546.0950
Length: 40.00
East 8570.8388
Radius: 24.50
Tangent: 24.54
Course: S 83-23-39 E
Course Out: N 51-39-31 E
East 8586.0725
East 8605.2886
Length: 15.10
East 8614.6558
Radius: 481.50
Tangent: 61.73
Course: S 31-02-09 E
Course Out: N 66-16-12 E
East 8237.0016
East 8677.7918
Radius: 518.50
Tangent: 106.47
Course: S 35-20-04 E
Course Out: S 43-03-41 W
East : 9152.4536
East : 8798.4314
68-487 Hghway l l l • Suite 43 • Cothedrol City, CA 92234 . (760) 202-1800 • Fox (760) 202-8267
engineer®hockemngineedng.com Page 1 of 9
(Continued)
Curve Length: 186. Radius: 481.50`;.
Delta: 22-08-20 Tangent: 94.20
Chord: 184.89 Course: S 35-52-09 E
Course In: S 43-03-41 W Course Out: N 65-12-01 E
RP North: 11674.7379 East 8469.6721
End North: 11876.7019 East 8906.7679
Curve Length: 240.72 Radius: 1018.50
Delta: 13-32-30 Tangent: 120.92
Chord: 240.16 Course: S 31-34-14 E
Course In: N 65-12-01 E Course Out: S 51-39-31 W
RP North: 12303.9094 East 9831.3413
End North: 11672.0872 East 9032.5028
Line Course: S 38-20-29 E Length: 75.68
North: 11612.7292 East 9079.4506
Curve Length: 38.48 Radius: 24.50
Delta: 90-00-00 Tangent: 24.50
Chord: 34.65 Course: S 06-39-31 W
Course In: S 51-39-31 W Course Out: S 38-20-29 E
RP North: 11597.5308 East : 9060.2345
End North: 11578.3147 East : 9075.4330
Line Course: S 51-39-31 W Length: 105.66
North: 11512.7690 East : 8992.5609
Curve Length: 106.32 Radius: 218.50
Delta: 27-52-47 Tangent: 54.23
Chord: 105.27 Course: S 37-43-07 W
Course In: S 38-20-29 E Course out: N 66-13-16 W
RP North: 11341.3932 East 9128.1064
End North: 11429.4942 East 8928.1552
Curve Length: 88.32 Radius: 181.50
Delta: 27-52-47 Tangent: 45.05
Chord: 87.45 Course: S 37-43-07 W
Course In: N 66-13-16 W Course Out: S 38-20-29 E
RP North: 11502.6765 East 8762.0631
End North: 11360.3209 East 8874.6558
Line Course: S 51-39-31 W Length: 44.01
North: 11333.0194 East 8840.1375
Curve Length: 38.48 Radius: 24.50
Delta: 90-00-00 Tangent: 24.50
Chord: 34.65 Course: N 83-20-29 W
Course In: N 38-20-29 W Course Out: S 51-39-31 W
RP North: 11352.2355 East 8824.9391
End North: 11337.0370 East 8805.7230
Line Course: S 51-39-31 W Length: 37.00
North: 11314.0842 East 8776.7029
Line Course: S 38-20-29 E Length: 45.26
North: 11278.5855 East 8804.7797
Line Course: S 51-39-31 W Length: 142.24
North: 11190.3475 East : 8693.2168
Line Course: N 34-47-02 W Length: 16.01
North: 11203.4967 East : 8684,0834
Line Course: N 29-55-03 W Length: 168.68
North: 11349.6992 East : 8599.9538
Line Course: S 60-04-31 W Length: 131.66
North: 11284.0190 East : 8485.8466
Line Course: N 29-55-29 W Length: 2.67
North: 11286.3331 East : 8484.5146
Line Course: S 60-04-31 W Length: 37.00
North: 11267.8752 East : 8452.4474
Line Course: S 66-49-34 W Length: 160.38
North: 11204.7620 East : 8305.0077
Line Course: N 02-34-09 W Length: 62.40
North: 11267.0992 East : 8302.2106
Lot Line Adjustment - Closure Calculations Page 2 of 9
It
(Continued)
Line Course: N 01-0 E
North: 11289.7492
Line Course: S 89-46-26 W
North: 11289.2566
Line Course: N 87-52-42 W
North: 11290.7375
Curve Length: 14.54
Delta: 0-49-00
Chord: 14.54
Course In: S 87-52-42 E
RP North: 11252.9755
End North: 11276.2055
Curve Length: 37.83
Delta: 88-28-10
Chord: 34.18
Course In: N 88-41-42 W
RP North: 11276.7635
End North: 11252.2637
Line Course: S 89-46-28 W
North: 11251,8469
Line Course: N 00-13-32 W
North: 12163.3499
Line Course: N 05-08-07 E
North: 12633.4852
Line Course: N 89-49-04 E
North: 12635.3953
Length: 22.66
East 8302.8850
Length: 125.12
East 8177.7660
Length: 40.00
East 8137.7934
Radius: 1020.00
Tangent: 7.27
Course: S 01-42-48 W
Course Out: N 88-41-42 W
East : 9157.0941
East : 8137.3587
Radius: 24.50
Tangent: 23.85
Course: S 45-32-23 W
Course Out: S 00-13-32 E
East 8112.8651
East 8112.9615
Length: 105.87
East 8007.0923
Length: 911.51
East : 8003.5040
Length: 472.03
East : 8045.7543
Length: 600.58
East : 8646.3312
Perimeter: 4883.36 Area: 1,100,295 sq.ft. 25.26 acres
Mapcheck Closure - (Uses listed courses, radii, and deltas)
Error Closure: 0.0166 Course: S 59-54-27 E
Error North:-0.00831 East : 0.01434
Precision 1: 294,177,71
---------------------------------------------------------------------------
Lot Line Adjustment - Closure Calculations
Page 3 of 9
(Continued)
Parcel 8:
North: 12638.1656
Line Course: S 00-10-56 E
North: 12494.0563
Curve Length: 12.62
Delta: 1-30-25
Chord: 12.62
Course In: N 07-09-39 E
RP North: 12970.3124
End North: 12492.6475
Line Course: S 05-39-14 W
North: 12338.4015
Curve Length: 1.46
Delta: 0-07-55
Chord: 1.46
Course In: N 05-39-14 E
RP North: 12970.3124
End North: 12338.2591
Line- Course: S 05-24-03 W
North: 12186.9339
Curve Length: 7.33
Delta: 0-25-41
Chord: 7.33
Course In: S 05-24-03 W
RP North: 11209.7912
End North: 12187.5968
Line Course: S O4-58-22 W
North: 12061.7423
Curve Length: 40.50
Delta: 2-40-41
Chord: 40.50
Course In: N 03-22-47 E
RP North: 12926.7353
End North: 12060.3003
Line Course: S 00-42-06 W
North: 11908.3117
Curve Length: 6.54
Delta: 0-22-05
Chord: 6.54
Course In: N 00-42-06 E
RP North: 12926.7353
End North: 11908.4128
Line Course: S 01-04-11 W
North: 11789.3835
Curve Length: 5.96
Delta: 0-23-39
Chord: 5.96
Course In: N 01-14-50 E
RP North: 12655.6782
End North: 11789.2743
Line Course: S 00-51-11 W
North: 11674.2870
Curve Length: 35.72
Delta: 2-05-06
Chord: 35.71
Course In: N 00-51-11 E
RP North: 12655.6782
End North: 11674.4051
Line Course: S 01-13-55 E
East : 9515.3125
Length: 144.11
East : 9515.7708
Radius: 480.00
Tangent: 6.31
Course: S 83-35-34 E
Course Out: S 05-39-14 W
East : 9575.6053
East : 9528.3162
Length: 155.00
East : 9513.0457
Radius: 635.00
Tangent: 0.73
Course: S 84-24-44 E
Course out: S 05-31-19 W
East 9575.6053
East 9514.5011
Length: 152.00
East 9500.1945
Radius: 981.50
Tangent: 3.67
Course: N 84-48-48 W
Course Out: N 04-58-22 E
East : 9407.8129
East : 9492.8917
Length: 126.33
East : 9481.9411
Radius: 866.50
Tangent: 20.25
Course: S 87-57-33 E
Course Out: S 00-42-06 W
East : 9533.0240
East : 9522.4127
Length: 152.00
East : 9520.5513
Radius: 1018.50
Tangent: 3.27
Course: N 89-06-51 W
Course Out: S 01-04-11 W
East : 9533.0240
East : 9514.0095
Length: 119.05
East : 9511.7870
Radius: 866.50
Tangent: 2.98
Course: S 88-56-59 E
Course out: S 00-51-11 W
East : 9530.6476
East : 9517.7470
Length: 115.00
East : 9516.0349
Radius: 981.50
Tangent: 17.86
Course: N 89-48-38 E
Course Out: S 01-13-55 E
East 9530.6476
East 9551.7496
Length: 157.00
Lot Line Adjustment - Closure Calculations Page 4 of 9
(Continued)
North: 115 414
Curve Length: 14.01
Delta: 0-55-36
Chord: 14.01
Course In: N 01-39-58 W
RP North: 12383.5751
End North: 11517.9621
Line Course: S 02-35-34 E
North: 11403.0799
Curve Length: 11.22
Delta: 0-39-18
Chord: 11.22
Course In: N 02-35-34 W
RP North: 12383.5751
End North: 11403.6515
Line Course: S 03-14-52 E
North: 11250.9671
Line Course: N 84-26-11 E
North: 11255.7109
Line Course: S 26-56-56 W
North: 11123.8177
Line Course: S 35-16-51 W
North: 11103.4095
Curve Length: 44.00
Delta: 65-28-57
Chord: 41.65
Course In: S 35-16-51 W
RP North: 11071.9807
End North: 11105.2547
Line Course: N 24-18-51 W
North: 11370.0152
Line Course: N 04-36-48 W
North: 11406.8953
Curve Length: 45.15
Delta: 11-50-26
Chord: 45.07
Course In: S O4-36-48 E
RP North: 11189.1032
End North: 11398.6552
Line Course: N 16-27-14 W
North: 11517.0209
Curve Length: 74.00
Delta: 12-06-53
Chord: 73.87
Course In: S 12-11-58 E
RP North: 11174.9246
End North: 11493.8801
Line Course: S 65-41-09 W
North: 11479.7492
Curve Length: 105.05
Delta: 7-21-14
Chord: 104.98
Course In: S 61-28-55 W
RP North: 11088.9681
End North: 11568.5892
Curve Length: 37.43
Delta: 87-31-50
Chord: 33.89
Course In: N 54-07-41 E
RP North: 11582.9456
End North: 11602.1616
Line Course: N 37-07-45 W
East : 9555.12
Radius: 866.50
Tangent: 7.01
Course: N 87-52-14 E
Course Out: S 02-35-34 E
East : 9529.9316
East : 9569.1295
Length: 115.00
East : 9574.3318
Radius: 981.50
Tangent: 5.61
Course: N 87-04-47 E
Course Out: S 03-14-52 E
East : 9529.9316
East : 9585.5376
Length: 152.93
East : 9594.2017
Length: 48.93
East : 9642.9012
Length: 147.96
East : 9575.8464
Length: 25.00
East : 9561.4068
Radius: 38.50
Tangent: 24.76
Course: N 87-27-38 W
Course Out: N 30-12-06 W
East : 9539.1697
East : 9519.8025
Length: 290.53
East : 9400.1798
Length: 37.00
East : 9397.2038
Radius: 218.50
Tangent: 22.66
Course: S 79-27-59 W
Course Out: N 16-27-14 W
East : 9414.7780
East : 9352.8893
Length: 123.42
East : 9317.9313
Radius: 350.00
Tangent: 37.14
Course: S 71-44-36 W
Course Out: N 24-18-51 W
East : 9391.8917
East : 9247.7828
Length: 34.32
East : 9216.5069
Radius: 818.50
Tangent: 52.60
Course: N 32-11-42 W
Course Out: N 54-07-41 E
East 8497.3182
East 9160.5723
Radius: 24.50
Tangent: 23.47
Course: N 07-53-36 E
Course Out: N 38-20-29 W
East 9180.4253
East 9165.2268
Length: 37.01
Lot Line Adjustment - Closure Calculations
Page 5 of 9
(Continued),.
0688
North:
1163
East :
9142.687
Curve Length:
38.48
Radius:
24.50
Delta:
90-00-00
Tangent:
24.50
Chord:
34.65
Course:
N 83-20-29
W
Course In:
N 38-20-29 W
Course Out:
S 51-39-31
W
RP North:
11650.8849
East
9127.6886
End North:
11635.6864
East
9108.4726
Line Course:
S 51-39-31 W
Length: 37.00
North:
11612.7336
East
9079.4524
Line Course:
N 38-20-29 W
Length: 75.68
North:
11672.0916
East
9032.5046
Curve Length:
240.72
Radius:
1018.50
Delta:
13-32-30
Tangent:
120.92
Chord:
240.16
Course:
N 31-34-14
W
Course In:
N 51-39-31 E
Course Out:
S 65-12-01
W
RP North:
12303.9138
East
9831.3432
End North:
11876.7063
East
8906.7697
Curve Length:
186.05
Radius:
481.50
Delta:
22-08-20
Tangent:
94.20
Chord:
184.89
Course:
N 35-52-09
W
Course In:
S 65-12-01 W
Course Out:
N 43-03-41
E
RP North:
11674.7423
East :
8469.6739
End North:
12026.5370
East :
8798.4332
Curve Length:
210.03
Radius:
518.50
Delta:
23-12-31
Tangent:
106.47
Chord:
208.59
Course:
N 35-20-04
W
Course In:
N 43-03-41 E
Course Out:
S 66-16-12
W
RP North:
12405.3648
East
9152.4555
End North:
12196.7063
East
8677.7936
Curve Length:
122.79
Radius:
481.50
Delta:
14-36-41
Tangent:
61.73
Chord:
122.46
Course:
N 31-02-09
W
Course In:
S 66-16-12 W
Course Out:
N 51-39-31
E
RP North:
12002.9377
East :
8237.0035
End North:
12301.6341
East :
8614.6576
Line Course:
N 38-20-29 W
Length: 15.10
North:
12313.4775
East :
8605.2904
Curve Length:
38.53
Radius:
24.50
Delta:
90-06-19
Tangent:
24.54
Chord:
34.68
Course:
N 83-23-39
W
Course In:
S 51-39-31 W
Course Out:
N 38-26-48
W
RP North:
12298.2790
East
8586.0743
End North:
12317.4671
East
8570.8406
Line Course:
N 38-12-49 W
Length: 40.00
North:
12348.8955
East
8546.0968
Curve Length:
38.52
Radius:
24.50
Delta:
90-05-32
Tangent:
24.54
Chord:
34.68
Course:
N 06-30-26
E
Course In:
N 38-26-48 W
Course Out:
N 51-27-40
E
RP North:
12368.0836
East
8530.8630
End North:
12383.3482
East
8550.0266
Line Course:
N 51-20-38 E
Length: 37.00
North:
12406.4601
East
8578.9202
Curve Length:
38.66
Radius:
24.50
Delta:
90-24-31
Tangent:
24.68
Chord:
34.77
Course:
S 83-14-32
E
Course In:
N 51-57-43 E
Course Out:
S 38-26-46
E
RP North:
12421.5566
East
8598.2165
End North:
12402.3685
East
8613.4502
Line Course:
N 51-33-12 E
Length: 89.89
North:
12458.2608
East
8683.8509
Curve Length:
22.30
Radius:
220.00
Lot Line Adjustment - Closure Calculations
Page 6 of 9
(Continued)
Delta: 5-4 Tangent: 11.16 ®.
Chord: 22. 2P Course: N 54-27-27 E I,
Course In: S 38-26-48 E Course Out: N 32-38-19 W
RP North: 12285.9596 East : 8820.6438
End North: 12471.2193 East : 8701.9894
Line Course: N 18-43-48 W Length: 173.37
North: 12635.4080 East : 8646.3187
Line Course: N 89-49-04 E Length: 869.00
North: 12638.1717 East : 9515.3143
Perimeter: 4846.72 Area: 863,512 sq.ft. 19.82 acres
Mapcheck Closure - (Uses listed courses, radii, and deltas)
Error Closure: 0.0064 Course: N 16-16-00 E
Error North: 0.00615 East : 0.00179
Precision 1: 757,296.88
Lot Line Adjustment - Closure Calculations Page 7 of 9
• (Continued)
------------------
Parcel C:
North: 12639.6626
Line Course: N 89-29-26 E
North: 12643.7560
Line Course: S 12-48-44 W
North: 11009.4654
Line Course: N 77-08-39 W
North: 11067.5242
Curve Length: 47.84
Delta: 3-20-33
Chord: 47.83
Course In: S 77-08-39 E
RP North: 10885.0753
End North: 11020.6025
Line Course: N 80-29-12 W
North: 11039.6292
Line Course: N 10-26-28 E
North: 11055.0791
Line Course: N 84-01-22 W
North: 11067.9760
Curve Length: 40.79
Delta: 60-41-47
Chord: 38.90
Course In: N 84-01-22 W
RP North: 11071.9851
End North: 11103,4139
Line Course: N 35-16-51 E
North: 11123.8221
Line Course: N 26-56-56 E
North: 11255.7153
Line Course: S 84-26-11 W
North: 11250.9715
Line Course: N 03-14-52 W
North: 11403.6559
Curve Length: 11.22
Delta: 0-39-18
Chord: 11.22
Course In: N 03-14-52 W
RP North: 12383.5795
End North: 11403.0843
Line Course: N 02-35-34 W
North: 11517.9665
Curve Length: 14.01
Delta: 0-55-36
Chord: 14.01
Course In: N 02-35-34 W
RP North: 12383.5795
End North: 11517.4458
Line Course: N 01-13-55 W
North: 11674.4095
Curve Length: 35.72
Delta: 2-05-06
Chord: 35.71
Course In: N 01-13-55 W
RP North: 12655.6826
End North: 11674.2914
Line Course: N 00-51-11 E
North: 11789.2787
Curve Length: 5.96
East : 9986.3102
Length: 460.38
East : 10446.6720
Length: 1676.02
East : 10075.0036
Length: 260.94
East : 9820.6046
Radius: 820.00
Tangent: 23.92
Course: S 11-11-05 W
Course Out: N 80-29-12 W
East 10620.0497
East 9811.3270
Length: 115.12
East 9697.7902
Length: 15.71
East 9700.6373
Length: 123.85
East 9577.4606
Radius: 38.50
Tangent: 22.54
Course: N 24-22-15 W
Course Out: N 35-16-51 E
East 9539.1699
East 9561.4069
Length: 25.00
East 9575.8465
Length: 147.96
East 9642.9013
Length: 48.93
East 9594.2018
Length: 152.93
East 9585.5377
Radius: 981.50
Tangent: 5.61
Course: S 87-04-47 W
Course Out: S 02-35-34 E
East 9529.9318
East 9574.3319
Length: 115.00
East 9569.1297
Radius: 866.50
Tangent: 7.01
Course: S 87-52-14 W
Course Out: S 01-39-58 E
East 9529.9318
East 9555.1253
Length: 157.00
East 9551.7498
Radius: 981.50
Tangent: 17.86
Course: S 89-48-38 W
Course Out: S 00-51-11 W
East 9530.6477
East 9516.0351
Length: 115.00
East 9517.7472
Radius: 866.50
E
Lot Line Adjustment - Closure Calculations Page 8 of 9
• (Continued)
Delta: 0-20 Tangent: 2.98 ',.
Chord: 5.96 Course: N 88-56-59 W I,
Course In: N 00-51-11 E Course Out: S 01-14-50 W
RP North: 12655.6826 East : 9530.6477
End North: 11789.3879 East : 9511.7871
Line Course: N 01-04-11 E Length: 119.05
North: 11908.4172 East : 9514.0097
Curve Length: 6.54 Radius: 1018.50
Delta: 0-22-05 Tangent: 3.27
Chord: 6.54 Course: S 89-06-51 E
Course In: N 01-04-11 E Course Out: S 00-42-06 W
RP North: 12926.7397 East : 9533.0241
End North: 11908.3161 East : 9520.5515
Line Course: N 00-42-06 E Length: 152.00
North: 12060.3047 East : 9522.4129
Curve Length: 40.50 Radius: 866.50
Delta: 2-40-41 Tangent: 20.25
Chord: 40.50 Course: N 87-57-33 W
Course In: N 00-42-06 E Course Out: S 03-22-47 W
RP North: 12926.7397 East 9533.0241
End North: 12061.7467 East 9481.9413
Line Course: N 04-58-22 E Length: 126.33
North: 12187.6012 East 9492.8919
Curve Length: 7.33 Radius: 981.50
Delta: 0-25-41 Tangent: 3.67
Chord: 7.33 Course: S 84-48-48 E
Course In: S O4-58-22 W Course Out: N 05-24-03 E
.RP North: 11209.7956 East 9407.8131
End North: 12186.9383 East 9500.1946
Line Course: N 05-24-03 E Length: 152.00
North: 12338.2635 East 9514.5013
Curve Length: 1.46 Radius: 635.00
Delta: 0-07-55 Tangent: 0.73
Chord: 1.46 Course: N 84-24-44 W
Course In: N 05-31-19 E Course Out: S 05-39-14 W
RP North: 12970.3168 East 9575.6054
End North: 12338.4059 East 9513.0459
Line Course: N 05-39-14 E Length: 155.00
North: 12492.6519 East 9528.3163
Curve Length: 12.62 Radius: 480.00
Delta: 1-30-25 Tangent: 6.31
Chord: 12.62 Course: N 83-35-34 W
Course In: N 05-39-14 E Course Out: S 07-09-39 W
RP North: 12970.3168 East : 9575.6054
End North: 12494.0607 East : 9515.7710
Line Course: N 00-10-56 W Length: 144.11
North: 12638.1700 East : 9515.3127
Line Course: N 89-49-04 E Length: 471.00
North: 12639.6679 East : 9986.3103
Perimeter: 4957.32 Area: 1,159,368 sq.ft. 26.62 acres
Mapcheck Closure - (Uses listed courses, radii, and deltas)
Error Closure: 0.0054 Course: N 01-18-41 E
Error North: 0.00535 East : 0.00012
Precision 1: 918,022.22
Lot Line Adjustment - Closure Calculations Page 9 of 9