LLA 1998-2670 0
PAID
CITY OF LA QUINTA
A4
PLANNING & DEVELOPMENT DEPARTMENT
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
APPLICATION FOR LOT LINE ADJUSTMENT
--------------------- -- ------------------------
OFFICE USE ONLY
Zoning: LLA No. 7
Related
Cases' '
Reviewed By: Date:
L--------------------------------------------------------------
APPLICANT
Name:
KSL RECREATION CORPORATION
Address:
56-140 PGA BOULEVARD Daytime
(Mailing)
LA QUINTA, CA 92201 Phone: 760 564 1088
(City) (State) (Zip)
PROPERTY OWNERS
Owner "A"
Name: KSL LAND CORPORATION
Address:
56-140 PGA BOULEVARD
LA QUINTA, CA 92253 Phone: 760 564 1088
(City) (State) (Zip)
PROPERTY DATA
Assessor's Parcel Number: 769-670-31 thru 34, 769-680-1 thru 39
769-700-1 thru 37
Street Address (if any):
ADJUSTMENT REQUESTED: To adjust the Lot Lines of Lots 1 through 77, and Lot "A" of Tract
No. 24890-6, filed in Map Book 225, Pages 11 through 17.
0
REASON FOR REQUEST: To accommodate revised house footprints and meet city setback
requirements.
I/We hereby certify that: 1) I am/We are the record owner(s) of all parcels proposed for adjustment by
this Application; (2) I/We have knowledge of and consent to he filing of this Application; and, 3) The
information submitted in connection with this Application is true and correct.
Owner A Lots 1 thru 77, and "A" Tract 24890-6
KSL LAND CORPORATION
Name Date v/ /�✓9�
Representative
Signature: Date: January 1998
(Attach Letter(s) of Authorization)
n
G: A401 \LLAAPC C
f
40
r-Ahr/C%iPl %/
RECO DING REYUESTED BY
AND WHEN RECORDED MAIL TO:
Desert Housing, LLC
c% Cateilus Residential Group, Inc.
5 Park Plaza, Suite 400
Irvine, CA" 92614 '
Certified to e a trite and correct
copy of GRANT DEED
Recorded AUGUST 14, 1998
As Instrument No. 341102
of Official Records of RIVERSIDE
County, Calif orni
By
MAIL TAX STATEMENT To FIDELITY NATIONAL TITLE CO.
Same as above
APN: 769-670-031 - 033
760-700 002 - 037
TRA 020051 GRANT DEED
THE UNDERSIGNED GRANTOR DECLARES.
Documentary Transfer Tax is $ 0
Computed on the full value of the interest or property conveyed, or is
Computed on the full value less the value of liens or encumbrances remaining thereon at the time of sale.
FOR VALUABLE CONSIDERATION, the receipt of which is hereby acknowledged, Desert Housing, LLC, a Delaware Limited
Liability Company hereby GRANT(S) to Desert Housing, LLC, a Delaware Limited Liability Company the following described
real property in the County of Riverside, State of Calffomia;
SEE EXHIBITS "A" and "B- ATTACHED HERETO AND INCORPORATED HEREIN
BY REFERENCE
'THIS GRANT DEED IMPLEMENTS THE REVISED LOT CONFIGURATIONS PURSUANT TO LOT LINE
ADJUSTMENT NO 98-267, 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 NONESSENTIAL SECONDARY FUNCTION OF THIS DEED. THE PRIMARY
FUNCTION OF THE DEED IS TO PROVIDE CONSTRUCTIVE NOTICE OF THE REVISED LOT
CONFIGURATION TO GOVERNMENT CODE SECTION 66412(d), AND TO PERFECT THE INTENT OF
SAID LOT LINE ADJUSTMENT AS APPROVED."
Desert Housing, LLC, a Delaware Limited Liability Company
Dated: AUGUST 7. 1_ 998BRUC• AHM014
STATE OF CALIFORNIA
) ss
COUNTY OF RIVERSIDE
(i nd a P(drlrtt a Notary Public in and for
p i l 4 48 before me ry
said S e, personally r c-t T t +?.j"f fir+ personally known to me or on z c o
in ma nn y to be the person who so name is m o
subscribed to the within Instrument
and acknowledged to me that he executed the same In his authorized capacity, and that by the iua 2 z
signature of the Instrument the person, or the of which the person acted executed the RIP; y z :1Z, Ili
Instrument � c
WITNESS my hand and official seal
Notary Public in and for Said State ye
UNDA iK FLANNELLY
i1a Ccrr Mb3$on # 116W1
Notary Public - California
Orange County
My Comm. Expires Dec 8, 2001
9
r♦
f� SHEET 9 OF 11
EXHIBIT
LOT LINE ADJUSTMENT NO. 98-267 SEE SHEET 1 FOR LEGEMD
LOTS 1, 30 & 70, PARCEL MERGER 98-335
TOGETHER WITH LOTS 2-29, 36-69 OF
TRACT NO. 24890-6, M.B. 225/11-17
liA? � S�:w 18' T 10 34
a L=22.02' ' !`''o l ����ti �'� Z�990�6 �• (e*3, 41
?�, -$6`9"`
'�P� !P1 , w 135qo,
41 ( s As• ' /�o�:�•� P oo�ho c11�1D1
65
Z
�'g
49 �y �,' ��, Ao $ i �.�� ' 35 e-8'37'19"
N 8310'Od E�
_ _ (RAD)
N 7535'00' q
n)
N 6628'0>i E
SCALE 1" =60'
$moo Z P Pik; 43 L=27.09'
H 0 N 8511'16" E 124.70
39,h;%y' , S 0 J ,y��, 4-15•01'0
&48 �� N 7553'41" E_ �\y6 6g4?', .� L-4� 18'
w
lb 0 �8746'4g E(RAD) R poG N 36 14j3 W
E R49. a
Vefi_ _ N 44'09' 17" W w o>
44
Z238
37
-_ (m)_ 46 _IW `N s�
N 5511'49' E `y � I � � La4 5 N 46'28'41' W ��t75
Sir
IzC,6 1
00, 4 6,, \ 4� �7. 49' I �� Z 5 52-5,
18' 17 S 1 ! i ��J65
CURVE TABLE
p
R
L
T
A
14`41'52"
180.00'
46.17' 1
23.21'
B
8'05'5S*
178.00'
25.16'
12.60'
C
16'17'22"
178.00.
50.61'
25.48'
0
133-11-32"
25.00'
58.12'
57.76'
E
62' 14'06"
45.00'
48.88'
27.16'
F
1 6726'07"
45.00'
49.04'
27.27'
G
70'27'04"
45.00'
55.33'
31.77'
6753'45"
45.00'
49.40'
27.52'
1
28!23'19"
45.00'
22.30'
11.38'
J
3T50'47"
45.00'
26.58'
13.69'
K
11'55'28"
45.00'
9.37'
4.70'
L
5(730'39"
45.00'
39.67'
21.23'
715'53"
45.00'
1.78'
0.89'
68'11'11"
45.00'
53.55'
30.46'
(0->l
2759'48"
45.00'
18.06'
9.15'
P 1
3953'57"
45.00'
31.34'
16.33'
24'26'49"
100.00'
42.67'
21.66'
5 53'08"
100.00'
10.27'
5.14'
OSI
1633'41"
100.00'
32.40'
16.34'
T
I 28'05'00"
132.00'
64.70'
33.01'
9'5657"
132.00'
22.92'
11.49'
V
18 08'03"
132.00'
41.78'
21.07'
6'00'27"
132.00'
13.84'
6.93'
TXT
1707'36"
132.00'
27.94'
14.02'
78-495 CALLE TAMPICO — LA QUINTA, CALIFORNIA 92253 -
_ FAX
August 12, 1998 TDD
Ms. Cindy Zamorez
KSL Land Corporation
55-920 PGA Blvd.
La Quinta, Calif. 92253
SUBJECT: Approval of Lot Line Adjustment 98-267 (related to PM 98-335)
Dear Ms Zamorez,
(760) 777-7000
(760) 777-7101
(760) 777-1227
Your request for a lot line adjustment has been approved. Please have the enclosed
Grant Deed and exhibits for this adjustment recorded with the County Recorder and
give us a copy of the recorded documents for our files. Until the recorded copy is
received, our lot line adjustment file is not complete. Attached is a letter addressed to
the County Recorder for you to present to them indicating our approval of this
adjustment.
Should you have any questions, please call me at (760) 777-7064.
Very truly yours,
JERRY HERMAN
COMMUNITY DEVELOPMENT DIRECTOR
et), —"D-cw-A-
STAN B. SAWA
Principal Planner
sbs
Attachment
Itr app lla 98-267
MAILING ADDRESS - P.O. BOX 1504 - LA QUINTA, CALIFORNIA 92253
n
U
a
4 a"
78-495 CALLE TAMPICO — LA QUINTA, CALIFORNIA 92253 — (760) 777-7000
FAX (760) 777-7101
August 12, 1998 TDD (760) 777-1227
County Recorder
County of Riverside
Post Office Box 751
Riverside, Calif. 92502
SUBJECT: Recording of Lot Line Adjustment 98-267
Dear Sir:
The City of La Quinta has approved the above noted Lot Line Adjustment. Please allow
its recording as presented by KSL Land Corporation or his representative.
Should you have any questions, please call me at (760) 777-7064.
Very truly yours,
JERRY HERMAN
COMMUNITY DEVELOPMENT DIRECTOR
STAN B. SAWA
Principal Planner
sbs
c: KSL Land Corporation
c:\Itr rec Ila 98-267
MAILING ADDRESS — P.O. BOX 1504 — LA QUINTA, CALIFORNIA 92253
•
RECORDING REQUESTED BY
AND WHEN RECORDED MAIL TO:
Desert Housing, LLC
c/o Catellus Residential Group, Inc.
5 Park Plaza, Suite 400
Irvine, CA 92614
MAIL TAX STATEMENT TO
Same as above
APN:
TRA:
WFATTUNFRY40
THE UNDERSIGNED GRANTOR DECLARES.
Documentary Transfer Tax is $
Computed on the full value of the interest or property conveyed, or is
Computed on the full value less the value of liens or encumbrances remaining thereon at the time of sale.
FOR VALUABLE CONSIDERATION, the receipt of which is hereby acknowledged, Desert Housing, LLC, a Delaware Limhed
Liability Company hereby GRANT(S) to Desert Housing, LLC, a Delaware Limited Liability Company the following described
real property in the County of Riverside, State of California;
SEE EXHIBITS "A" and "B" ATTACHED HERETO AND INCORPORATED HEREIN
BY REFERENCE
"THIS GRANT DEED IMPLEMENTS THE REVISED LOT CONFIGURATIONS PURSUANT TO LOT LINE
ADJUSTMENT NO 98-267, 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 NONESSENTIAL SECONDARY FUNCTION OF THIS DEED. THE PRIMARY
FUNCTION OF THE DEED IS TO PROVIDE CONSTRUCTIVE NOTICE OF THE REVISED LOT
CONFIGURATION TO GOVERNMENT CODE SECTION 66412(d), AND TO PERFECT THE INTENT OF
SAID LOT LINE ADJUSTMENT AS APPROVED"
Desert Housing, LLC, a Delaware Limited Liability Company
Dated:
STATE OF CALIFORNIA )
) ss
COUNTY OF RIVERSIDE )
OnIQLA 16f % i 14 48before melG Ad& 01, a Notary Public in and for
said StMe, personally %personally known tome or
to be the person who so name is
subscribed to the within instrument
and acknowledged to me that he executed the same in his authorized capacity, and that by the
signature of the instrument the person, or the of which the person acted executed the
instrument
WITNESS my hand and official seal
Notary Public in and for Said State
UNDA K RANNELLY
ie Commission M 1164991 Z
Notary Public - CaGfomia
Orange County
My Comm. Expires Dec B, 2001
.�--- 0 EXHIBIT B 4 11 SHEET 1 OF 11
LOT LINE ADJUSTMENT NO. 98-267
APPROVED BY COMMUNIff DEMtMW DE"
\G BY '--t52aj4 zc DATE B I $
EXHIBIT f,5- ( la4.:= < ov II
A s CASE N0. LL-A Ql -a&7
s3 '
62 1 - - - - - - - - EXISTING LOT LINE TO BE ADJUSTED
61 3 - EXISTING LOT LINE TO REMAIN
s0 '4 �— NEW LOT LINE
TRACT BOUNDARY
s 4 OLD LOT NO.
s ` 4 NEW LOT NO.
--- 7
57
e_
'"' NOTE: ALL DIMENSIONS ARE RECORD
OR CALCULATED FROM RECORD PER
TRACT NO. 24890-6. M.B. 225/11-17,
T6- AND PER PARCEL MERGER 98-335.
12
52
s1 13 -
- 50 1�-sum 3
Is -
46 t•
17
�- 47 -
1s
�e NOT TO SCALE
20
_ 44 --
21
_ -4-2 22, wo
41 Z4
40
\ Zs
4 26
2s
3s' l 1 134133 32 \.\ n
30 i /31
-'37 i 36i , l /30 TANGELO
LOT LINE ADJUSTMENT
CITY OF LA QUINTA
NO. 98-267
EXHIBIT WB " SHEET 2 OF 11
LOT LINE ADJUSTMENT NO. 98-267 SEE SHEET 1 FOR LEGEND
LOTS 1, 30 & 70, PARCEL MERGER 98-235
TOGETHER WITH LOTS 2-29, 36-69 OF
TRACT NO. 24890-6, M.B. 225/11-17
N To5,3 p. d'33' 40' 41"
R_
d2' 34' S2` L=130. 2899. 00' L=1704 01
d=1' 19' 38" 59' 4=1' 42.06__
L =6 15' / 4-1' 15' 14" L -t6. 09 •
d=1' 18' 12. L�39' 15"
cn lip C ! L -65. 94' d _ • 70
o ?1, n, a� �. 1 MACY
Ilcd
$
SCALE 1" =60'
N � 4 2353 E
' 136 5
3 91
�42
N 126 g3,
LW w 1 i 1 �, iW ¢ r� '24890• �!
B ! ! W
PARCEL ; z r b �.®. N !;� 3
MERGER 95 335 I c!
L=44.29' 1 L�13.10' 1 l2 ! 2
L�21a 4 • A=T 58' 47" A=7' 45' 54" ! L �2 !
6=9. 3 A=15' 44' 41 L07. 39' d=1' 1858 " F !
p_2g 16' 29" R=318. 00' L=140. 28 d=1� 42. 0� L�12 d �� 65. 22' I
(PRNAIE d21' 05, 1," d=1. 39, 5 30" !
L 25 16, 29" R 2 2. 00' L =124. 40' d i • 05' 4g 9 Rft2751 00 • L ,7g 42
D,1T 19' 02" j, e�9.�2/ d 5 1, 6" d=1' 46' 12'R �3 gj0'^LC1479 559
h/ /
63 62 10
z d0Y 70 b
PARCEL N MERGER
45.06'
CURVE TABLE
A
R
L
T
A
O14'27
2899.00'
12.19'
6.09'
B
0-03-18"
2899.00'
2.78'
1.39'
C
O23'54"
2899.00'
20.15'
10.08'
D
1'21'3O"
2751.00'
65.22'
32.61'
014'27
2751.00'
11.57'
8'E
55F
(T03'18"
2751.00'
2.64'
1
0-23-54"
2751.00'
19.13'
9
N 86'02'25" W
77.76'
ao
19' S2" R 27j5. 00
L 194. 78,
61
3_ 65'
9 o -335 5 60
00
2
L=71. 10•
d G=34' 55" 4=1' 46' ; 1
2" L
d 29' 06 0 R 5,5 08, r 5'
00' L =1308. 32,
LOT LINE ADJUSTMENT NO. 98-267
CITY OF LA QUINTA
EXHIBIT 'FB"
SHEET 3 OF 11
LOT LINE ADJUSTMENT NO. 98-267
LOTS 1, 30 & 70, PARCEL MERGER 98-335
TOGETHER WITH LOTS 2-29, 36-69 OF
TRACT NO. 24890-6, M.B. 225/11-17
So q*gT 2
18'
SCALE 1" =6a' 18 '
K
I pr
60
� orn
RAO � `•n
N 14 04'4 E 140.00, %�Qj
O 0 to
59
Iry rn� ^ � � ��.�.� �►
� tG, D I{�
�• o, N 1550'54" E 140.00' v ��o CI'
r -
o Jvr 58 %o $w CF
�p
yr
IIw
c,+ cov+ r o a
o co • II
qD
L, N 1 T 37'05' E 140.00' (RAD• c�'r+ ( i
A=O'23'08" Imo• � 1 �
_ L=17_33_=18.27___ 1
j r N 18'00' 14 E 140.00' (RAD) a
�. r t ^1' v
r
rn• •�}, �N r � 11
i
NN wN 69 57 N•
o ra - CD
N 19'23'18' E 140.00' (RAD)
N 19'27'34" E 140.00I (RAD) C N
A 18' 18'
60 56
9EE 91'EET 4
CURVE TABLE
6
R
L
T
A
904' 16*
2575.00'
3.20'
1.60'
C
0'04' 16"
2715.00'
3.37'
1.68'
F
0'04'00"
2751.00'
3.20'
1.60'
G
0.13'45"
2751.00'
11.00'
5.50'
H
0'31'31"
2751.00'
25.22'
12.61'
SEE SHEET 1 FOR LEGEND
lOO
I
0'49'59"
2751.00'
40.00'
20.00'
J
0'32' 13"
2751.00'
25.78'
12.89'
K
914'27"
2751.00'
11.57'
5.78'
L
O'04'00"
2899.00'
3.37'
1.69'
M
913'45"
2899.00'
11.60'
5.80'
N
0*32' 13"
1 2899.00'
1 27.17'
13.58'
0
0'14'27"
1 2899.00'
1 12.19'
LOT LINE ADJUSTMENT NO. 98-267
CITY OF LA QUINTA
EXHIBIT M )p
SHEET 4 OF 11
LOT LINE ADJUSTMENT NO. 98-267
LOTS 1, 30 & 70, PARCEL MERGER 98-335
TOGETHER WITH LOTS 2-29, 36-69 OF
TRACT NO. 24890-6, M.B. 225/1 1-17
f:2 Z.
io L0
cV d Of
O II
O C
I I
J
O
u-i
L
N �'o
O •11
O �
N
G
N.
�tn
an; 122
a ^�
CURVE
TABLE
A
R
L
T
A
0' 16'07"
2575.00'
12.07'
6.04'
B
934'59"
2575.00'
26.21'
13.11'
C
0' 14'36"
2575.00'
10.93'
5.47'
D
904' 16"
2575.00'
3.20'
1.60'
E
916'07"
2715.00'
12.73'
6.37'
F
O'34'59"
2715.00'
27.64'
13.82'
G
914'36"
2715.00'
11.53'
5.77'
H
0104' 16*
2715.00'
3.37'
1.68'
SM SHMT 3
18' 18'
SEE SHEET 1 FOR LEGEND
I
O'O6'26"
2751.00'
5.15'
2.57'
J
0'24'12"
2751.00'
19.37'
9.68'
K
0'04'00"
2751.00'
3.20'
1.60'
L
0'06'26"
2899.00'
5.43'
2.71'
M
0-04-06'
2899.00'
3.37'
1.69'
i0
SCALE 1" =60'
LOT LINE ADJUSTMENT NO. 98-267
CITY OF LA QUINTA
EXHIBIT "9"
SHEET 5 OF 11
LOT LINE ADJUSTMENT NO. 98-267
LOTS 1, 30 & 70, PARCEL MERGER 98-98-335
TOGETHER WITH LOTS 2-29, 36-69 OF
TRACT NO. 24890-6, M.B. 225/11-17
CURVE TABLE
A
R
L
T
A
T21'37"
2575.00'
16.19'
8.09'
8
O'02'45"
2575.00'
2.06'
1.03'
C
0' 16'07"
2575.00'
12.07'
6.04'
D
O'21'3T
2715.00'
17.07'
8.53'
E
702'45"
2715.00'
2.17'
1.08'
F
O'16'07"
2715.00'
12.73'
6.37'
G
O'11'19"
2751.00'
9.05'
4.53'
2751.00'
5.15'
2.57'
tO'06'26"
0' 11' 19"
2899.00'
9.54'
4.77'
(Y06'26"
1 2899.00'
5.43'
1 2.71'
SEE SHEET 4
SEE SHEET 1 FOR LEGEND
SCALE 1 " = 60'
LOT LINE ADJUSTMENT NO. 98-267
CITY OF LA QUINTA
EXHIBIT "P"
LOT LINE ADJUSTMENT NO. 98-267
LOTS 1, 30 & 70, PARCEL MERGER 98-335
TOGETHER WITH LOTS 2-29, 36-69 OF
TRACT NO. 24890-6, M.B. 225/11-17
61 SEE SHEET 6
- N -_-14" E- 1--- RAD 18' 18'
A-O'40'29" 50
SCALE
A=O'40'2T
1 =60' L=30.32' L=31.97' a;
N 31'46'4 E 140.00' (RAD) ^ --
A=O'46'51" 6OA=O'46'S1" 00 c
M ,
a N N 32 33'34" E 44Q.00' (RAD)
11 J Or � N
G9� 1� cy
Lo co.
o J N 33'32'55" E 1440.00' (RAO) •v -N
J
_ O
zo N 34'00'S4" E-140.00' RAD - -- zn
Q 00 48
• •n co �
v 58 .00
N 35' 19'O1" E 140.00'''li o _ �
v :2 - o . 9 140.00 (RAD) cx . u� N .r
47
9�0 0 v
N 36S5'34" E_ _ 140J & of
_ _ - .00 ,Wjj N N,
OS'2 11
i' E idn v J � N 3b
CURVE TABLE
A
R
L
T
A
O'09'46"
2575.00'
7.31'
3.66'
8
O'09'07"
2575.00'
6.83'
3.41'
C
927'59"
2575.00'
20.96'
10.48'
D
909'46"
2715.00'
7.72'
3.85'
E
O'09'07'
2715.00'
1 7.20'
3.60'
F
927'59"
2715.00'
22.10'
11.05'
G
O'18'3T
2751.00'
14.91'
7.46'
H
0'00'53"
2751.00'
0.70'
0.35'
I
O'16'53"
2751.00'
13.52'
6.76'
918'38'
2899.00'
15.71'
7.86'
K
tLJ
900'53"
1 2899.00'
0.74'
0.37'
0' 16'53" 1
2899.00'
1 14.24'
7.12'
9,
SISE SHEET 7
%i
SHEET 6 OF 11
SEE SHEET 1 FOR LEGEND
toi
NMI
rn .
M M
�Q
34'31_1E-148.00_----
Q -
N 34'32'09" E 148.00, K
17
DETAIL (NO SCALE)
LOT LINE ADJUSTMENT NO. 98-267
CITY OF LA QUINTA
EXHIBIT ";"
SHEET 7 OF 11
LOT LINE ADJUSTMENT NO. 98-267
LOTS 1, 30 & 70, PARCEL MERGER 98-335
TOGETHER WITH LOTS 2-29, 36-69 OF
TRACT NO. 24890-6, M.B. 225/11-17
S 47
N
SEE SHEET 1 FOR LEGEND
1 -
- _ N 36'55'34_ E_ 100
40. SM MEET 6
- _
0 o It r s r
' 1�
N 3 Tp5'20" E
140.00' (RAp I
)
pp��ja�
G� ��
. n
v °'�
4=0'36'24" E
v, iv
4 6
N :' �' o
L=29.13' 1 d =0'36'24"
o I `' - -
-N 38'22'S4"
^; o•
N 377- j0'40• E L=30.7p'
u
w
N
cn
Ln
fi
w
J�D) -i
N 34' 15'00"E
E _ 140.Qp• . 11 d= 0'45 148.00' R,40
R r -�._�_ ''�
o w6N INI�� L-36.09 6"
At to
V v
N 39'S0'14.45 C
' ESQ TO � R O�CAT�ED o )�
I� N 40'46'11" E
44
(RAD) (
N 31'08'S0" E-\�
N N 28'55'14" E 139.53' (RAD)
N
� � I
N 30'39'0T E K
ON 2746' 1 �' E N 20'34'41 E
c---- N 26'31'39" E 141.11'---
L
or
52
we RPM
rn iN ,
rn 1� N15p42
0 _ _2�542 E 141.80'
N 42 51
CURVE TABLE
A
R
L
T
8)
2'52'03"
167.00'
8.36,
4.18'
C
2'52'03'
302.00'
15.12'
7.56'
0
0'08'27"
2715.00'
6.6V
3.34'
E
947'30"
2715.00'
1 3.7.51'
18.76'
F
958'42"
2715.00'
46.36'
23.18'
G
O'28'38"
2715.00'
22.61'
11.31'
H
O'09'46"
2715.00'
7.72'
3.85'
I
9'37'21"
338.00'
56.77'
28.45'
00
r
w
.00o
'1�cy� co
19
`"
r-
N 39'29'56" E
m �=
148,00, RAO C?o
11 r
Z k '� �� r
on 11
Y
c%lN
Till
i
39'50' 1"
4
r O
• CE_ EXIST PRN 148 00, o
ESA47. ATE DRAT rn
d=5 46�1 ,- 148.Op � ^ti oU
L-29.10,
N 35'14'S3" E 148.58' 14.tt2
(RAD) 2
25 �
�I N�
21 `f
135OO1 �*-�-
1�5po
,O N 9390� E
22
26
8
J
2' 13'36"
338.00'
13.14'
6.57'
8'20'33"
338.00'
49.21'
24.65'
L
4'34' 13"
338.00'
26.96'
13.49'
6'06'47"
338.00'
36.06'
18.05'
00
3'35'52"
400.00'
25.12'
12.56'
0
7 52'50"
400.00'
55.02'
27.55'
733'49"
400.00'
52.80'
26.44'
3'25'29"
400.00'
23.91'
11.96'
1P
R
O'28'38"
2575.00'
21.45'
10.72'
S
O'09'46"
2575.00'
7.31'
3.66'
-0 000�
",eo�
SCALE 1" =60'
LOT LINE ADJUSTMENT
CITY OF LA QUINTA
NO. 98-267
EXHIBIT "B "• 0 SHM7 8 OF 11
LOT LINE ADJUSTMENT NO. 98-267 SEE SHEET 1 FOR LEGEND
LOTS 1, 30 & 70, PARCEL MERGER 98-335
TOGETHER WITH LOTS 2-29, 36-69 OF
TRACT NO. 24890-6, M.B. 225/11-17
S �
�\-Ij g. D
,
6 p=37 2$ ` .8 36' 6 \ ��6.55 \\y
1 � n-X 56_ a \t� LOT 30
25
o ► 0`� z J`� Z1 w o w`\` 29 \\�
CQ
12
CS5 � 1 .P� �`'1
23
21 ,; 26 o w ,w o 1 t% , z9 E
z"1 � 22 In cnl r� $ � N $1 � \ D `�R• d.
/ 2 � 81 �1 w o vL � 1 L J19' g3
/QH L=84.34' G 28 "�3R �VEi
d=16' 00' 0-r 6 56' ' 1 VAtE
�4�4T 07' t y R�--302. 00' L=248. 36' F = 7. L1 Gf► ��' a�� ��
des.?6 16' R:r338.00' L-268 05' N 4 BRAD) a
�20' 40' 33" L =121. 97'
o
/ 1 4=14' 06' 18"
L=83.21' y>,i�/bo
18'
43��
g N N
v
�l6
/ LA19 ��/ aLd
;1 -/
O�
4Q /
f
��e,
10
z
/ b 51
K
CURVE TABLE
p
R
L
T
A
2'52'03"
167.00'
8.36'
4.18'
B
0 19,17'
647.00'
3.63'
1.81,
C
2' 17'36'
647.00'
25.90'
12.95'
D
O'34'32"
647.00
6.50'
3.25'
E
0'34'32"
782.00'
7.86'
3.93'
F
736'53"
782.00'
35.69'
17.85'
G
0' 19' 17'
782.00'
4.39'
2.19'
752'03"
302.00'
15.12'
7.56'
1
86'07'05"
25.00'
37.58'
23.36'
�r§ s . �/, * 1\j arc`
W �9 41 %��,��'
cnass' 50
a 1?mop• / �5,,' ���`���i 1 �h . / (b
Z s ,54�i
40
11 �) 0
5 �g y
�p00.
/Q
R
L
T
J
1 10'41'23"
118.00'
22.02'
11.04'
01
21'03'52"
118.00'
43.38'
21.94'
01
325'29"
400.00'
23.91'
11.96'
LOT LINE ADJUSTMENT NO. 98-267
SCALE 1" =60' CITY OF LA UINTA
Q
EXHIBIT t " SHEET 9 OF 11
LOT LINE ADJUSTMENT NO. 98-267 SEE SHEU 1 FOR LEUM
LOTS 1, 30 & 70, PARCEL MERGER 98-335
TOGETHER WITH LOTS 2-29, 36-69 OF
TRACT NO. 24890-6, M.B. 225/11-17
4 6"
6� w 34
'�j
8•
A=10'41'23" v�l;�p 2i �`Ot �� .6 �(��/V 41
ZAS
41 ( sus• ' �i`�'ti, �� H s�a,,,s, l�eaol
X T \` Qi'�1 �4�30• N
V Bs N
W a 1�4
`�� 35 ho/
P 6=8'37'19"
4.3 L=27.09' 2
0 l /
��ii'�e.�6 0� H N 8511'16" E 124.70
39 ��� S 0 JLo
d 15. 06"
o �\y69'4?• i,471
' \� �4°o <<, ��N 7653'41" E_ 18,
` \6 ,x
N 8746'49" E(RAD) R oo G N ;�3 614j�0�
(RAD) " E �`' �! y,� \h�g9 I E R5 p f_ _ N 44'09'17" W N 8T(RAOi co
`o -
N 8310'00_� i 6 �� F, 1i -
pi //�� nn r o.��ya°� ��pCS 1°' N ��) "1T�'St 77
77
I \\ L JAG M /�1
N 7g35'00" q K I` 1 "
BRAD) 38
N 6K28'08" E C�,A��h�1i� \J ly �`�?,
' _ (R_AD) - _ 46
o v N 5511'49' E I�
��.
SCALE 1 =60 .� `�, a� \ti ^� I i W �� N 46'28'4�
`0[A rr6,• ��oq b I �
�0�9 ss lq 6�. \� I I \.%,k V,
00 .`��• \ C J 1 Z S\
7 51" ��� \0
1
CURVE TABLE
p
R
L
T
A
14'41'52"
180.00'
46.17'
23.21'
B
8'05'53"
178.00'
25.16'
12.60'
C
1 16' 17'22"
178.00'
50.61 '
25.48'
D
1 133' 11'32"
25.00'
58.12'
57.76'
E
I 62' 14'06"
45.00'
48.88'
27.16'
F
62'26'07'
45.00'
49.04'
27.27'
G
70'27'04"
45.00'
55.33'
31.77'
H
62'53'45"
45.00'
49.40'
27.52'
1
2823' 19"
45.00'
22.30'
1 1.38'
J
33'50'47"
45.00'
26.58'
13.69'
K
11*55'26'
45.00'
9.37'
4.70'
L
50'30'39"
45.00'
39.67'
21.23'
2' 15'53"
45.00'
1.78'
0.89'
68,1 1 ' 1 1 "
45.00'
53.55'
30.46'
0
2Z59'48"
45.00'
18.06'
9.15'
P
39'53'57'
45.00'
31.34'
16.33'
24'26'49"
100.00'
42.67'
21.66'
5'53'08"
100.00'
10.27'
5.14'
S
18'33'41"
100.00'
32.40'
16.34'
T
28'05'00"
132.00'
64.70'
33.01'
U
9'56'57'
132.00'
22.92'
11.49'
V
1608103"
132.00'
41.78'
21.07'
600'27"
132.00'
13.84'
6.93'
X
12'07'36"
132.00'
27.94'
14.02'
0
V
EXHIBIT M 1)
LOT LINE ADJUSTMENT NO. 98-267
LOTS 1, 30 & 70, PARCEL MERGER 98-335
TOGETHER WITH LOTS 2--29, 36-69 OF
TRACT NO. 24890-6, M.B. 225/11-17
'N 39'11'16`W_(RAD�
00
d
^
J
O Nn
^d
11
v J
h
N
v o> '00 uhi
^'0 C'v
27
26
JO
.AVM
Ir
v
25,E
loN� O (c
ly 2rs0
\3\oO,C� VTa�
D
'19
a
CURVE TABLE
#
p
R
L
T
A 1
(734'32"
647.00'
6.50'
3.25'
D
0'34'32"
782.00'
7.86'
3.93'
F
5'49'56"
818.00'
83.27'
41.67'
G
3'24'20"
818.00'
48.62'
24.32'
H
48'36'28"
61.00'
51.75'
27.55'
(0
11'50'57"
61.00'
12.61'
6.33'
J
1 1' 18'25"
61.00'
12.04'
6.04'
K
25'27'06"
61.00'
27.10'
13.78'
L
4'35'43"
982.00'
78.76'
39.40'
3'51'51"
982.00'
66.23'
33.13'
N
0'32'33"
982.00'
9.30'
4.65'
0
906'47"
982.00'
1.94'
0.97'
P
427'10"
178.00'
13.83'
6.92'
0
1945'09"
220.00'
41.28'
20.70'
R
8'S1'03"
220.00
33.99'
1 17.03'
11
SHEET 10 OF 11
SEE SHEET 1 FOR LEGEND
I N
ui
�r
J
�o
SCALE 1"='
°G N ffA7'28" W
PCC (��
N 15� W
9�6���'i 35
S
3645'31"
61.00'
39.14'
20.27'
6'28'46"
220.00'
24.88'
12.45'
IV
2' 22' 17
220.00'
9.1 1 '
4.55'
0'43' 15"
847.00'
10.66'
5.33'
0'32'33"
847.00'
8.02'
4.01'
LOT LINE ADJUSTMENT NO. 98-267
CITY OF LA QUINTA
EXHIBIT 'B"
LOT LINE ADJUSTMENT NO. 98-267
LOTS 1, 30 & 70, PARCEL MERGER 98-335
TOGETHER WITH LOTS 2-29, 36-69 OF
TRACT NO. 24890-6, M.B. 225/1 1-17
7
SCALE 1" =60'
J h
�O
r\ �
r
_N 39'11'16"
PRC iRADf W-- L
o�
J1 �
CON O
v
a h �
or c
0
R=25.00 L 432148'
28
��-T
co^>�
, Q--r B
w 1
t.
Mh Q
. h
h
27
w
4=2'27'31`
L=33.56'
135.Op�
bo
G
/► p1t�
26
GTj
:r `o
SHEET 11 OF 11
SEE SHEET 1 FOR LEGEND
TR 24 8 90-3
fibE 217-/99-10,3
N 337'00 W
9• 36.00' (W)
p=1'35'26'
R=302.00' L=8.38'
a
36
30
C,33s�?8" \\w`13500� O,�o�o,•
- )`v
�s r ' o
�.: N 31•16.59" W 'it,o
135•00'
4--0'57'20" 37 1
1=13.64'
W_ 135_i 3'
4=2'27'00" 3 l - --
Rd/L-34.98- °o N_49956'25`_ W
�° aN d=2'06'28" . 6' `
L=30.10,
o< ``\ N-
��N 32
10 iRAD) -
39
CURVE TABLE
p
R
L
T
A
15'01 ' 55"
338.00'
88.68'
44.59'
B
12'54'46"
338.00'
76.17'
38.25'
C
737'35"
338.00'
44.99'
22.53'
9' 14'16"
818.00'
131.89'
66.09'
324'20"
818.00'
48.62'
24.32'
26'04'33"
167.00'
76.00'
38.67'
IH)
754'1i'
167.00'
23.04'
11.54'
10'45'09"
220.00'
41.28'
20.70'
8'51'03"
220.00'
33.99'
17.03'
N 50'48' 44"E
15.89'
N
M
f O
/ oc
L
227'31"
647.00'
27.76'
13.88'
326' 16'
473.00'
28.38'
14.19'
15'45'55'
782.00'
215.18'
108.27'
LOT LINE ADJUSTMENT NO. 98-267
CITY OF LA QUINTA
LOT LINE ADJUSTMENT 98W APPROV& COWUMW DEVELOPMENT DM
EXHIBIT "A" BDATE Z
EXHIBIT 6 ( pAopse, 1 o-G a1
LOT 1 CASE NO. LLA G$- Zt(--7
THAT PORTION OF LOT 1 AS SHOWN BY PARCEL MERGER NO. 98-335, RECORDED AUGUST 12,
1998, AS INSTRUMENT NO. 337138; TOGETHER WITH THAT PORTION OF LOT 2 OF TRACT NO.
24890-6 IN THE CITY OF LA QUINTA, AS PER MAP ON FILE IN BOOK 225, PAGES 11 THROUGH
17, INCLUSIVE OF MAPS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY,
DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 2, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 8025'08" EAST; THENCE SOUTHEASTERLY ALONG THE NORTHERLY
LINE OF SAID LOT 2, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1°15'14', AN ARC
LENGTH OF 63.44 FEET; THENCE SOUTH 9040'22' WEST, 148.00 FEET, TO THE SOUTHERLY
LINE OF SAID -LOT 2, SAID POINT BEING THE BEGINNING OF A CURVE CONCAVE SOUTHERLY
HAVING A RADIUS OF 318.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH
9040'22" EAST; THENCE SOUTHWESTERLY ALONG THE SOUTHERLY LINE OF SAID LOT 2 AND
LOT 1, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 15044'41 ", AN ARC LENGTH OF
87.39 FEET; THENCE NORTH 6004'19"'WEST, 163.11 FEET, TO THE NORTHWEST CORNER OF
SAID LOT 1, SAID POINT BEING THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY
HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH
7005'30" EAST; THENCE SOUTHEASTERLY ALONG THE NORTHERLY LINE OF SAID LOT 1,
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1019'38', AN ARC LENGTH OF 67.15
FEET, TO THE POINT OF BEGINNING.
LOT 2
THAT PORTION OF LOTS 2 AND 3 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 2, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 10004'16' EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHERLY LINE OF SAID LOT 3, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
1 °18'12", AN ARC LENGTH OF 65.94 FEET; THENCE SOUTH 11 °22'28" WEST, 148.00 FEET, TO
THE SOUTHERLY LINE OF SAID LOT 3, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2751.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 11022'28" EAST; THENCE NORTHWESTERLY ALONG THE SOUTHERLY LINE OF
SAID LOTS 3 AND 2, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1°42'06', AN ARC
LENGTH OF 81.71 FEET; THENCE NORTH 9040'22' EAST, 148.00 FEET, TO THE NORTHERLY LINE
OF SAID LOT 2, SAID POINT BEING ON A CURVE CONCAVE SOUTHWESTERLY HAVING A
RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 9040'22" EAST;
THENCE SOUTHEASTERLY ALONG THE NORTHERLY LINE OF SAID LOT 2, ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 0023'54", AN ARC LENGTH OF 20.15 FEET, TO THE POINT OF
BEGINNING.
LOT 3
THAT PORTION OF LOTS 3,4 AND 5 OF TRACT NO. 248W6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 3, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 11025'46" EAST; THENCE SOUTHEASTERLY ALONG THE
PAGE 1
G A\413\08\LEGAMLLA. DOC
• 9
NORTHERLY LINE OF LOTS 4 AND 5, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
1 °35'57", AN ARC LENGTH OF 80.92 FEET; THENCE SOUTH 13001'43" WEST, 148.00 FEET, TO
THE SOUTHERLY LINE OF SAID LOT 5, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2751.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 13001'43" EAST; THENCE NORTHWESTERLY ALONG THE SOUTHERLY LINE OF
LOTS 5, 4 AND 3, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1 °39'15", AN ARC
LENGTH OF 79.42 FEET; THENCE NORTH 11022'28" EAST, 148.00 FEET, TO THE NORTHERLY
LINE OF SAID LOT 3, SAID POINT BEING ON A CURVE CONCAVE SOUTHWESTERLY HAVING A
RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 11 °22'28" EAST;
THENCE SOUTHEASTERLY ALONG THE NORTHERLY LINE OF SAID LOT 3, ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 0003'18", AN ARC LENGTH OF 2.78 FEET, TO THE POINT OF
BEGINNING.
LOT 4
THAT PORTION OF LOTS 5 AND 6 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 5, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 14008'46" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHERLY LINE OF SAID LOT 6, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0032'13", AN ARC LENGTH OF 27.17 FEET; THENCE SOUTH 14040'59" WEST, 148.00 FEET, TO
THE SOUTHERLY LINE OF SAID LOT 6, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY, HAVING A RADIUS OF 2751.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 14040'59' EAST; THENCE WESTERLY ALONG THE SOUTHERLY LINE OF SAID
LOTS 6 AND 5, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1 °39'16", AN ARC LENGTH
OF 79.44 FEET; THENCE NORTH 13001'43" EAST, 148.00 FEET, TO THE NORTHERLY LINE OF
SAID LOT 5, SAID POINT BEING ON A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS
OF 148.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 13001'43" EAST; THENCE
EASTERLY ALONG THE NORTHERLY LINE OF SAID LOT 5, ALONG SAID CURVE THROUGH A
CENTRAL ANGLE OF 1007'03', AN ARC LENGTH OF 56.54 FEET, TO THE POINT OF BEGINNING.
LOT 5
THAT PORTION OF LOTS 6 AND 7 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 6, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 15030'16" EAST; THENCE EASTERLY ALONG THE NORTHERLY LINE
OF SAID LOT 7, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 0049'591, AN ARC
LENGTH OF 42.15 FEET; THENCE SOUTH 16020'15" WEST, 148.00 FEET, TO THE SOUTHERLY
LINE OF SAID LOT 7, SAID POINT BEING ON A CURVE CONCAVE SOUTHWESTERLY HAVING A
RADIUS OF 2751.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 16°20'15" EAST;
THENCE WESTERLY ALONG THE SOUTHERLY LINE OF SAID LOTS 7 AND 6, ALONG SAID
CURVE THROUGH A CENTRAL ANGLE OF 1 °39'16", AN ARC LENGTH OF 79.44 FEET; THENCE
NORTH 14040'59" EAST, 148.00 FEET, TO THE NORTHERLY LINE OF SAID LOT 6, SAID POINT
BEING ON A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A
RADIAL LINE THROUGH SAID POINT BEARS NORTH 14040'59' EAST; THENCE EASTERLY ALONG
THE NORTHERLY LINE OF SAID LOT 6, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0049'17", AN ARC LENGTH OF 41.56 FEET, TO THE POINT OF BEGINNING.
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LOT 6
THAT PORTION OF LOTS 7 AND 8 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 7, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 16051'46" EAST; THENCE EASTERLY ALONG THE NORTHERLY LINE
OF SAID LOT 8, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1°07'45", AN ARC
LENGTH OF 57.13 FEET; THENCE SOUTH 17059'31" WEST, 148.00 FEET, TO THE SOUTHERLY
LINE OF SAID LOT 8, SAID POINT BEING ON A CURVE CONCAVE SOUTHWESTERLY HAVING A
RADIUS OF 2751.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 17°59'31" EAST;
THENCE WESTERLY ALONG THE SOUTHERLY LINE OF SAID LOTS 8 AND 7, ALONG SAID
CURVE THROUGH A CENTRAL ANGLE OF 1 °39'16-, AN ARC LENGTH OF 79.44 FEET; THENCE
NORTH 16020'15" EAST, 148.00 FEET, TO THE NORTHERLY LINE OF SAID LOT 7, SAID POINT
BEING ON A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A
RADIAL LINE THROUGH SAID POINT BEARS NORTH 16020'15" EAST; THENCE EASTERLY ALONG
THE NORTHERLY LINE OF SAID LOT 7, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0031'31", AN ARC LENGTH OF 26.58 FEET, TO THE POINT OF BEGINNING.
LOT 7
THAT PORTION OF LOTS 8, 9 AND 10 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS
PER MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE
OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 8, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 18013'16" EAST; THENCE EASTERLY ALONG THE NORTHERLY LINE
OF SAID LOTS 9 AND 10, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1 °25'30-, AN
ARC LENGTH OF 72.10 FEET; THENCE SOUTH 19038'46" WEST, 148.00 FEET, TO THE
SOUTHERLY LINE OF SAID LOT 10, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2751.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 19038*46' EAST; THENCE WESTERLY ALONG THE SOUTHERLY LINE OF SAID
LOTS 10, 9 AND 8, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1 °39'15", AN ARC
LENGTH OF 79.42 FEET; THENCE NORTH 17059'31" EAST, 148.00 FEET, TO THE NORTHERLY
LINE OF SAID LOT 8, SAID POINT BEING ON A CURVE CONCAVE SOUTHWESTERLY HAVING A
RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 17059'31- EAST;
THENCE EASTERLY ALONG THE NORTHERLY LINE OF SAID LOT 8, ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 0013'45", AN ARC LENGTH OF 11.60 FEET, TO THE POINT OF
BEGINNING.
LOT 8
THAT PORTION OF LOTS 10 AND 11 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 10, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 20056'16" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 11, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0021'46", AN ARC LENGTH OF 18.36 FEET; THENCE SOUTH 21018'02" WEST, 148.00 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 11, SAID POINT BEING ON A CURVE CONCAVE
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• 0
SOUTHWESTERLY HAVING A RADIUS OF 2751.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 21 °18'02" EAST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF SAID LOTS 11 AND 10, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1039'16",
AN ARC LENGTH OF 79.44 FEET; THENCE NORTH 19038'46" EAST, 148.00 FEET, TO THE
NORTHEASTERLY LINE OF LOT 10, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 19038'46' EAST; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE
OF SAID LOT 10, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1 °17'30", AN ARC
LENGTH OF 65.35 FEET, TO THE POINT OF BEGINNING.
LOT 9
THAT PORTION OF LOTS 11 AND 12 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF LOT 11, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 22017'46" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 12, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0039'32% AN ARC LENGTH OF 33.34 FEET; THENCE SOUTH 22057'18' WEST, 148.00 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 12, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2751.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 22057'18" EAST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF SAID LOTS 12 AND 11, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1 °39'16",
AN ARC LENGTH OF 79.43 FEET; THENCE NORTH 21018'02" EAST, 148.00 FEET, TO THE
NORTHEASTERLY LINE OF SAID LOT 11, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 11, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0059'44', AN ARC LENGTH OF 50.37 FEET, TO THE POINT OF BEGINNING.
LOT 10
THAT PORTION OF LOTS 12 AND 13 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 12, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 23039'16" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 13, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0057'18", AN ARC LENGTH OF 48.32 FEET; THENCE SOUTH 24036'34' WEST, 148.00 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 13, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2751.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 24036'34" EAST; THENCE NORTHWESTERLY ALONG THE SOUTHEASTERLY LINE
OF SAID LOTS 13 AND 12, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1039'16", AN
ARC LENGTH OF 79.44 FEET; THENCE NORTH 22057'18" EAST, 148.00 FEET, TO THE
NORTHEASTERLY LINE OF SAID LOT 12, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 22057'18' EAST; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE
OF SAID LOT 12, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 0041'58", AN ARC
LENGTH OF 35.39 FEET, TO THE POINT OF BEGINNING.
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LOT 11
THAT PORTION OF LOTS 13 AND 14 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 13, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 25000'46" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 14, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
1 °15'04", AN ARC LENGTH OF 63.30 FEET; THENCE SOUTH 26015'50' WEST, 148.00 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 14, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2751.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 26015'50" EAST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF SAID LOTS 14 AND 13, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1039'16",
AN ARC LENGTH OF 79.44 FEET; THENCE NORTH 24036'34" EAST, 148.00 FEET, TO THE
NORTHEASTERLY LINE OF SAID LOT 13, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 24036'34" EAST; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE
OF SAID LOT 13, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 0°24'12", AN ARC
LENGTH OF 20.41 FEET, TO THE POINT OF BEGINNING.
LOT 12
THAT PORTION OF LOTS 14,15 AND 16 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS
PER MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE
OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 14, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 26022'16" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOTS 15 AND 16, ALONG SAID CURVE THROUGH A CENTRAL
ANGLE OF 1 °3249", AN ARC LENGTH OF 78.27 FEET; THENCE SOUTH 27055'05" WEST, 148.00
FEET, TO THE SOUTHWESTERLY LINE OF SAID LOT 16, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2751.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 27055'05" EAST; THENCE NORTHWESTERLY ALONG THE
SOUTHWESTERLY LINE OF LOTS 16,15 AND 14, ALONG SAID CURVE THROUGH A CENTRAL
ANGLE OF 1039'15", AN ARC LENGTH OF 79.42 FEET; THENCE NORTH 26015'50" EAST, 148.00
FEET, TO THE NORTHEASTERLY LINE OF SAID LOT 14, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 26015'50" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 14, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0006'26", AN ARC LENGTH OF 5.43 FEET, TO THE POINT OF BEGINNING.
LOT 13
THAT PORTION OF LOTS 16 AND 17 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 16, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 29005'16" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 17, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0029'05", AN ARC LENGTH OF 24.53 FEET; THENCE SOUTH 29034'21" WEST, 148.00 FEET, TO
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THE SOUTHWESTERLY LINE OF SAID LOT 17, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2751.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 29034'21' EAST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF SAID LOTS 17 AND 16, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1°39'16",
AN ARC LENGTH OF 79.43 FEET; THENCE NORTH 27055'05" EAST, 148.00 FEET, TO THE
NORTHEASTERLY LINE OF SAID LOT 16, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 27055'05" EAST; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE
OF SAID LOT 16, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1°10'11', AN ARC
LENGTH OF 59.18 FEET, TO THE POINT OF BEGINNING.
LOT 14
THAT PORTION OF LOTS 17 AND 18 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 17, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 30026'46" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 18, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0046'51 ", AN ARC LENGTH OF 39.51 FEET; THENCE SOUTH 31 °13'37" WEST, 148.00 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 18, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2751.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 31013'37' EAST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF SAID LOTS 18 AND 17, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1°39'16",
AN ARC LENGTH OF 79.44 FEET; THENCE NORTH 29034'21' EAST, 148.00 FEET, TO THE
NORTHEASTERLY LINE OF SAID LOT 17, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 29034'21" EAST; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE
OF SAID LOT 17, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 0052'25", AN ARC
LENGTH OF 44.20 FEET, TO THE POINT OF BEGINNING.
LOT 15
THAT PORTION OF LOTS 18 AND 19 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 18, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 31°48'16' EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 19, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
1 °04'37", AN ARC LENGTH OF 54.49 FEET; THENCE SOUTH 32052'53" WEST, 148.00 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 19, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2751.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 32052'53' EAST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF SAID LOTS 19 AND 18, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1°39'16",
AN ARC LENGTH OF 79.43 FEET; THENCE NORTH 31013'37" EAST, 148.00 FEET, TO THE
NORTHEASTERLY LINE OF SAID LOT 18, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 31 °13'37' EAST; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE
OF SAID LOT 18, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 0°34'39', AN ARC
LENGTH OF 29.22 FEET, TO THE POINT OF BEGINNING.
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LOT 16
THAT PORTION OF LOTS 19, 20 AND 21 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS
PER MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE
OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 19, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 33009'46" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF LOTS 20 AND 21, ALONG SAID CURVE THROUGH A CENTRAL ANGLE
OF 1 °22'23", AN ARC LENGTH OF 69.47 FEET; THENCE SOUTH 34032'09" WEST, 148.00 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 21, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2751.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 34032'09" EAST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF SAID LOTS 21, 20 AND 19, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
1039'16", AN ARC LENGTH OF 79.44 FEET; THENCE NORTH 32052'53" EAST, 148.00 FEET, TO THE
NORTHEASTERLY LINE OF SAID LOT 19, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 32052'53" EAST; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE
OF SAID LOT 19, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 0016'53", AN ARC
LENGTH OF 14.24 FEET, TO THE POINT OF BEGINNING.
LOT 17
THAT PORTION OF LOTS 21 AND 22 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 21, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 3505246" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 22, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0018'38", AN ARC LENGTH OF 15.71 FEET; THENCE SOUTH 36011'24* WEST, 148.00 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 22, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2751.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 36011'24' EAST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF SAID LOTS 22 AND 21, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1-39'15",
AN ARC LENGTH OF 79.42 FEET; THENCE NORTH 34032'09" EAST, 148.00 FEET, TO THE
NORTHEASTERLY LINE OF SAID LOT 21, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 34032'09" EAST; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE
OF SAID LOT 21, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1020'37", AN ARC
LENGTH OF 67.99 FEET, TO THE POINT OF BEGINNING.
LOT 18
THAT PORTION OF LOTS 22 AND 23 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 22, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 37014'16" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 23, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0036'24", AN ARC LENGTH OF 30.70 FEET; THENCE SOUTH 37050'40" WEST, 148.00 FEET, TO
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THE SOUTHWESTERLY LINE OF SAID LOT 23, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2751.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 37050'40" EAST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF SAID LOTS 23 AND 22, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1°39'16",
AN ARC LENGTH OF 79.44 FEET; THENCE NORTH 36*11'24" EAST, 148.00 FEET, TO THE
NORTHEASTERLY LINE OF SAID LOT 22, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 36011'24" EAST; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE
OF SAID LOT 22, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1 °02'52", AN ARC
LENGTH OF 53.01 FEET, TO THE POINT OF BEGINNING.
LOT 19
THAT PORTION OF LOTS 23 AND 24 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 23, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 38°35'46" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 24, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0054'10", AN ARC LENGTH OF 45.68 FEET; THENCE SOUTH 39029'56" WEST, 148.00 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 24, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2751.00 FEET; THENCE NORTHWESTERLY ALONG
THE SOUTHWESTERLY LINE OF SAID LOTS 24 AND 23, ALONG SAID CURVE THROUGH A
CENTRAL ANGLE OF 1 °39'16% AN ARC LENGTH OF 79.43 FEET; THENCE NORTH 37050'40" EAST,
148.00 FEET, TO THE NORTHEASTERLY LINE OF SAID LOT 23, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 37°50'40" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 23, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0045'06", AN ARC LENGTH OF 38.03 FEET, TO THE POINT OF BEGINNING.
LOT 20
THAT PORTION OF LOTS 24 AND 25 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 25; THENCE SOUTHEASTERLY ALONG
THE NORTHERLY LINE OF SAID LOT 25, SOUTH 54012'48" EAST, 14.82 FEET; THENCE LEAVING
SAID NORTHERLY LINE, SOUTH 35014'35" WEST, 148.58 FEET TO THE SOUTHERLY LINE OF
SAID LOT 25, SAID POINT BEING ON A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS
OF 302.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 35014'35" WEST; THENCE
NORTHWESTERLY ALONG SAID SOUTHERLY LINE, ALONG SAID CURVE THROUGH A CENTRAL
ANGLE OF 5031'18", AND ARC LENGTH OF 29.10 FEET TO THE SOUTHEAST CORNER OF SAID
LOT 24, SAID POINT BEING THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY HAVING
A RADIUS OF 2751.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 40°46'11"
EAST; THENCE NORTHWESTERLY ALONG SAID SOUTHERLY LINE, ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 1 °16'15", AN ARC LENGTH OF 61.02 FEET; THENCE LEAVING
SAID SOUTHERLY LINE, NORTH 39029'56" EAST, 148.00 FEET TO THE NORTHERLY LINE OF SAID
LOT 24, SAID POINT BEING ON A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF
2899.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 39029'56" EAST, THENCE
SOUTHEASTERLY ALONG SAID NORTHERLY LINE, ALONG SAID CURVE THROUGH A CENTRAL
ANGLE OF 1016'15", AN ARC LENGTH OF 64.30 FEET TO THE POINT OF BEGINNING.
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n
LOT 21
THAT PORTION OF LOTS 25 AND 26 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 25, SAID POINT BEING THE BEGINNING
OF A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 167.00 FEET, A RADIAL LINE
THROUGH SAID POINT BEARS SOUTH 12031'09" WEST; THENCE EASTERLY ALONG THE
NORTHERLY LINE OF SAID LOT 26, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
2052'03', AN ARC LENGTH OF 8.36 FEET; THENCE SOUTH 9039'06" WEST, 135.00 FEET, TO THE
SOUTHERLY LINE OF SAID LOT 26, SAID POINT BEING ON A CURVE CONCAVE NORTHERLY
HAVING A RADIUS OF 302.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH
9039'06" WEST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY LINE OF SAID LOTS
26 AND 25, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 25°35'47", AN ARC LENGTH
OF 134.92 FEET; THENCE NORTH 35*14'53" EAST, 148.58 FEET, TO THE NORTHEASTERLY LINE
OF SAID LOT 25; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE OF SAID LOT
25, SOUTH 54012'48" EAST, 64.53 FEET, TO THE POINT OF BEGINNING.
LOT 22
THAT PORTION OF LOTS 26 AND 27 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 26, SAID POINT BEING ON A CURVE
CONCAVE NORTHWESTERLY HAVING A RADIUS OF 647.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS SOUTH 6040'18' EAST; THENCE NORTHEASTERLY ALONG THE NORTHERLY
LINE OF SAID LOT 27, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 2°17'36", AN ARC
LENGTH OF 25.90 FEET; THENCE SOUTH 8057'54" EAST, 135.00 FEET, TO THE SOUTHEASTERLY
LINE OF SAID LOT 27, SAID POINT BEING ON A CURVE CONCAVE NORTHWESTERLY HAVING A
RADIUS OF 782.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 8057'54" EAST;
THENCE SOUTHWESTERLY ALONG THE SOUTHEASTERLY LINE OF SAID LOTS 27 AND 26,
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 2036'53", AN ARC LENGTH OF 35.69
FEET, TO THE BEGINNING OF A TANGENT CURVE CONCAVE NORTHERLY HAVING A RADIUS
OF 302.00 FEET; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY LINE OF SAID LOT
26, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 16000'07", AN ARC LENGTH OF 84.34
FEET; THENCE NORTH 9039'06" EAST, 135.00 FEET, TO THE -NORTHERLY LINE OF SAID LOT 26,
SAID POINT BEING ON A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 167.00 FEET, A
RADIAL LINE THROUGH SAID POINT BEARS SOUTH 9039'06" WEST; THENCE EASTERLY ALONG
THE NORTHERLY LINE OF SAID LOT 26, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
16000'07", AN ARC LENGTH OF 46.64 FEET, TO THE BEGINNING OF A TANGENT CURVE
CONCAVE NORTHWESTERLY HAVING A RADIUS OF 647.00 FEET; THENCE CONTINUING
EASTERLY ALONG SAID NORTHERLY LINE, ALONG SAID CURVE THROUGH A CENTRAL ANGLE
OF 0019'17", AN ARC LENGTH OF 3.63 FEET, TO THE POINT OF BEGINNING.
LOT 23
THAT PORTION OF LOTS 27 AND 28 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 27, SAID POINT BEING ON A CURVE
CONCAVE NORTHWESTERLY HAVING A RADIUS OF 647.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS SOUTH 12015'19" EAST; THENCE NORTHEASTERLY ALONG THE
PAGE 9
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NORTHERLY LINE OF SAID LOT 28, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
3039'03", AN ARC LENGTH OF 41.23 FEET; THENCE SOUTH 15054'22" EAST, 135.00 FEET, TO THE
SOUTHERLY LINE OF SAID LOT 28, SAID POINT BEING ON A CURVE CONCAVE
NORTHWESTERLY HAVING A RADIUS OF 782.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS SOUTH 15054'22" EAST; THENCE WESTERLY ALONG SOUTHERLY LINE OF SAID LOT 28
AND 27, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 6°56'28', AN ARC LENGTH OF
94.73 FEET; THENCE NORTH 8057'54" WEST, 135.00 FEET, TO THE NORTHERLY LINE OF SAID
LOT 27, SAID POINT BEING ON A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF
647.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 8057'54" EAST; THENCE
EASTERLY ALONG THE NORTHERLY LINE OF SAID LOT 27, ALONG SAID CURVE THROUGH A
CENTRAL ANGLE OF 3017'25", AN ARC LENGTH OF 37.15 FEET, TO THE POINT OF BEGINNING.
LOT 24
THAT PORTION OF LOTS 28 AND 29 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 28, SAID POINT BEING THE BEGINNING
OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 647.00 FEET, A RADIAL LINE
THROUGH SAID POINT BEARS SOUTH 17050'20" EAST; THENCE NORTHEASTERLY ALONG THE
NORTHWESTERLY LINE OF SAID LOT 29, ALONG SAID CURVE THROUGH A CENTRAL ANGLE
OF 5000'29, AN ARC LENGTH OF 56.55 FEET; THENCE SOUTH 22050'49" EAST, 135.00 FEET, TO
THE SOUTHEASTERLY LINE OF SAID LOT 29, SAID POINT BEING ON A CURVE CONCAVE
NORTHWESTERLY HAVING A RADIUS OF 782.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS SOUTH 22050'49" EAST; THENCE SOUTHWESTERLY ALONG THE SOUTHEASTERLY LINE
OF SAID LOTS 29 AND 28, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 6056'27", AN
ARC LENGTH OF 94.73 FEET; THENCE NORTH 15054'22" WEST, 135.00 FEET, TO THE
NORTHWESTERLY LINE OF SAID LOT 28, SAID POINT BEING ON A CURVE CONCAVE
NORTHWESTERLY HAVING A RADIUS OF 647.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS SOUTH 15054'22' EAST; THENCE NORTHEASTERLY ALONG SAID NORTHWESTERLY
LINE, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1 °55'58', AN ARC LENGTH OF 21.83
FEET, TO THE POINT OF BEGINNING.
LOT 25
THAT PORTION OF LOT 30 AS SHOWN BY PARCEL MERGER NO. 98-335, RECORDED AUGUST
12, 1998, AS INSTRUMENT NO. 337138; TOGETHER WITH THAT PORTION OF LOT 29 OF TRACT
NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER MAP ON FILE IN BOOK 225, PAGES 11
THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE
COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 29, SAID POINT BEING ON A CURVE
CONCAVE NORTHWESTERLY HAVING A RADIUS OF 647.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS SOUTH 23025'21" EAST; THENCE NORTHEASTERLY ALONG THE
NORTHWESTERLY LINE OF SAID LOT 30, ALONG SAID CURVE THROUGH A CENTRAL ANGLE
OF 6021'58", AN ARC LENGTH OF 71.89 FEET; THENCE SOUTH 29047'19" EAST, 135.00 FEET, TO
THE SOUTHEASTERLY LINE OF SAID LOT 30, SAID POINT BEING ON A CURVE CONCAVE
NORTHWESTERLY HAVING A RADIUS OF 782.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS SOUTH 29047'19" EAST; THENCE SOUTHWESTERLY ALONG THE SOUTHEASTERLY LINE
OF SAID LOTS 30 AND 29, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 6056'30', AN
ARC LENGTH OF 94.74 FEET; THENCE NORTH 22050'49" WEST, 135.00 FEET, TO THE
NORTHWESTERLY LINE OF SAID LOT 29, SAID POINT BEING ON A CURVE CONCAVE
NORTHWESTERLY HAVING A RADIUS OF 647.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS SOUTH 22050'49' EAST; THENCE NORTHEASTERLY ALONG THE NORTHWESTERLY LINE
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OF SAID LOT 29, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 0°34'32", AN ARC
LENGTH OF 6.50 FEET, TO THE POINT OF BEGINNING.
LOT 26
THAT PORTION OF LOT 30 AS SHOWN BY PARCEL MERGER NO. 98-335, RECORDED AUGUST
12, 1998, AS INSTRUMENT NO. 337138, DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF SAID LOT 30, SAID POINT BEING ON A CURVE
CONCAVE NORTHWESTERLY HAVING A RADIUS OF 647.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS SOUTH 23025'21" WEST; THENCE NORTHEASTERLY ALONG THE
NORTHERLY LINE OF SAID LOT 30, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
6021'58", AN ARC LENGTH OF 71.89 FEET TO THE TRUE POINT OF BEGINNING; THENCE
CONTINUING ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 6056'26", AN ARC LENGTH
OF 78.37 FEET; THENCE LEAVING SAID NORTHERLY LINE, SOUTH 36043'45' EAST, 135.00 FEET
TO THE SOUTHERLY LINE OF SAID LOT 30, SAID POINT BEING THE BEGINNING OF A CURVE
CONCAVE NORTHWESTERLY HAVING A RADIUS OF 782.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS SOUTH 36043'45' EAST; THENCE SOUTHWESTERLY ALONG SAID
SOUTHERLY LINE, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 6°56'26", AN ARC
LENGTH OF 94.73 FEET; THENCE LEAVING SAID SOUTHERLY LINE, NORTH 29047'19" WEST,
135.00 FEET TO THE TRUE POINT OF BEGINNING.
LOT 27
THAT PORTION OF LOT 30 AS SHOWN BY PARCEL MERGER NO. 98-335, RECORDED AUGUST
12, 1998, AS INSTRUMENT NO. 337138, DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF SAID LOT 30, SAID POINT BEING ON A CURVE
CONCAVE NORTHWESTERLY HAVING A RADIUS OF 647.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS SOUTH 23025'21' WEST; THENCE NORTHEASTERLY ALONG THE
NORTHERLY LINE OF SAID LOT 30, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
13018'24', AN ARC LENGTH OF 150.26 FEET TO THE TRUE POINT OF BEGINNING; THENCE
CONTINUING ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 2027'31 ", AN ARC LENGTH
OF 27.76 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY HAVING A
RADIUS OF 473.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 39011116" WEST;
THENCE CONTINUING ALONG SAID NORTHERLY LINE, ALONG SAID CURVE THROUGH A
CENTRAL ANGLE OF 7037'35", AN ARC LENGTH OF 62.96 FEET; THENCE LEAVING SAID
NORTHERLY LINE, SOUTH 31033'41" EAST, 135.00 FEET TO THE SOUTHERLY LINE OF SAID LOT
30, SAID POINT BEING ON A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 338.00
FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 31033'41" WEST; THENCE
NORTHWESTERLY ALONG SAID SOUTHERLY LINE, ALONG SAID CURVE THROUGH A CENTRAL
ANGLE OF 7037'35', AN ARC LENGTH OF 44.99 FEET TO THE BEGINNING OF A CURVE
CONCAVE NORTHWESTERLY HAVING A RADIUS OF 782.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS SOUTH 39011'16' EAST; THENCE CONTINUING ALONG SAID SOUTHERLY
LINE, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 2°27'31 ", AN ARC LENGTH OF 33.56
FEET; THENCE LEAVING SAID SOUTHERLY LINE, NORTH 36043'45" WEST, 135.00 FEET TO THE
TRUE POINT OF BEGINNING.
LOT 28
THAT PORTION OF LOT 30 AS SHOWN BY PARCEL MERGER NO. 98-335, RECORDED AUGUST
12, 1998, AS INSTRUMENT NO. 337138, DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF SAID LOT 30, SAID POINT BEING ON A CURVE
CONCAVE NORTHWESTERLY HAVING A RADIUS OF 647.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS SOUTH 23025'21" WEST; THENCE NORTHEASTERLY ALONG SAID CURVE
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0 0
THROUGH A CENTRAL ANGLE OF 15045'55", AN ARC LENGTH OF 178.02 FEET TO THE
BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 473.00 FEET, A
RADIAL LINE THROUGH SAID POINT BEARS NORTH 39011'16" WEST; THENCE CONTINUING
ALONG SAID NORTHERLY LINE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 7037135",
AN ARC LENGTH OF 62.96 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 3026'16", AN ARC LENGTH OF 28.38
FEET; THENCE CONTINUING ALONG SAID NORTHERLY LINE, NORTH 61052'35" EAST, 78.94
FEET TO A POINT BEING SOUTH 61 °52'35" WEST, 76.47 FEET FROM THE NORTHEAST CORNER
OF SAID LOT 30; THENCE LEAVING SAID NORTHERLY LINE, SOUTH 18038'55" EAST, 141.54 FEET
TO THE SOUTHERLY LINE OF SAID LOT 30, SAID POINT BEING ON A CURVE CONCAVE
SOUTHEASTERLY HAVING A RADIUS OF 338.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 18038'55" WEST; THENCE SOUTHWESTERLY ALONG SAID SOUTHERLY LINE,
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 12054'46", AN ARC LENGTH OF 76.17
FEET; THENCE LEAVING SAID SOUTHERLY LINE, NORTH 31033'41" WEST, 135.00 FEET TO THE
TRUE POINT OF BEGINNING.
LOT 29
THAT PORTION OF LOT 30 AS SHOWN BY PARCEL MERGER NO. 98-335, RECORDED AUGUST
12, 1998, AS INSTRUMENT NO. 337138, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 30; THENCE SOUTHEASTERLY ALONG
THE EASTERLY LINE OF SAID LOT, SOUTH 33°16'01" EAST, 159.44 FEET TO THE SOUTHEAST
CORNER OF SAID LOT 30, SAID POINT BEING THE BEGINNING OF A CURVE CONCAVE
NORTHWESTERLY HAVING A RADIUS OF 25.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS SOUTH 78002'43" EAST; THENCE SOUTHWESTERLY ALONG THE SOUTHERLY LINE OF
SAID LOT 30, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 74°25'43", AN ARC LENGTH
OF 32.48 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY HAVING A
RADIUS OF 338.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 3037'00" WEST;
THENCE CONTINUING ALONG SAID SOUTHERLY LINE, ALONG SAID CURVE THROUGH A
CENTRAL ANGLE OF 15001'55", AN ARC LENGTH OF 88.68 FEET; THENCE LEAVING SAID
SOUTHERLY LINE, NORTH 18038'55" WEST, 141.54 FEET TO THE NORTHERLY LINE OF SAID LOT
30; THENCE ALONG SAID NORTHERLY LINE, NORTH 61052'35" EAST, 76.47 FEET TO THE POINT
OF BEGINNING.
xellw1k,
LOT 36 AND A PORTION OF LOT 37 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 36; THENCE SOUTHERLY ALONG THE
EASTERLY LINE OF SAID LOT 36, SOUTH 5°12'26" EAST, 135.00 FEET, TO THE SOUTHEAST
CORNER OF SAID LOT 36, SAID POINT BEING THE BEGINNING OF A CURVE CONCAVE
SOUTHEASTERLY HAVING A RADIUS OF 167.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 5012'26" WEST; THENCE SOUTHWESTERLY ALONG THE SOUTHERLY LINE OF
SAID LOTS 36 AND 37, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 26°04'33", AN ARC
LENGTH OF 76.00 FEET; THENCE NORTH 31 °16'59" WEST, 135.00 FEET, TO THE
NORTHWESTERLY LINE OF SAID LOT 37, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 302.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 31 °16'59" WEST; THENCE NORTHEASTERLY ALONG THE NORTHWESTERLY
LINE OF SAID LOTS 37 AND 36, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 26004'33",
AN ARC LENGTH OF 137.44 FEET, TO THE POINT OF BEGINNING.
LOT 31
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0 •
THAT PORTION OF LOTS 37 AND 38 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 38, SAID POINT BEING ON A CURVE
CONCAVE NORTHWESTERLY HAVING A RADIUS OF 818.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS SOUTH 38013'56" EAST; THENCE NORTHEASTERLY ALONG THE
NORTHWESTERLY LINE OF SAID LOT 37, ALONG SAID CURVE THROUGH A CENTRAL ANGLE
OF 0057'20% AN ARC LENGTH OF 13.64 FEET, TO THE BEGINNING OF A REVERSE CURVE
CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 302.00 FEET; THENCE CONTINUING ALONG
SAID NORTHWESTERLY LINE, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 7054'17",
AN ARC LENGTH OF 41.67 FEET; THENCE SOUTH 31 °16'59" EAST, 135.00 FEET, TO THE
SOUTHEASTERLY LINE OF SAID LOT 37, SAID POINT BEING ON A CURVE CONCAVE
SOUTHEASTERLY HAVING A RADIUS OF 167.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 31 °16'59" WEST; THENCE SOUTHWESTERLY ALONG THE SOUTHEASTERLY
LINE OF SAID LOT 37, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 7°54'17", AN ARC
LENGTH OF 23.04 FEET; THENCE CONTINUING ALONG SAID SOUTHEASTERLY LINE OF LOT 37,
SOUTH 5004844" WEST, 15.89 FEET TO THE SOUTHWEST CORNER OF SAID LOT 37, SAID
POINT BEING THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF
220.00 FEET; THENCE ALONG THE SOUTHEASTERLY LINE OF LOT 38, ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 10045'09", AN ARC LENGTH OF 41.28 FEET; THENCE LEAVING
SAID SOUTHERLY LINE NORTH 35046'56" WEST, 140.56 FEET, TO THE NORTHWESTERLY LINE
OF SAID LOT 38, SAID POINT BEING ON A CURVE CONCAVE NORTHWESTERLY HAVING A
RADIUS OF 818.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 35°46'56" EAST;
THENCE NORTHEASTERLY ALONG THE NORTHWESTERLY LINE OF SAID LOT 38, ALONG SAID
CURVE THROUGH A CENTRAL ANGLE OF 2027'00% AN ARC LENGTH OF 34.98 FEET, TO THE
POINT OF BEGINNING.
LOT 32
THAT PORTION OF LOTS 38, 39 AND 40 OF TRACT NO. 24890.6 IN THE CITY OF LA QUINTA, AS
PER MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE
OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 39, SAID POINT BEING ON A CURVE
CONCAVE NORTHWESTERLY HAVING A RADIUS OF 818.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS SOUTH 33040'28" EAST; THENCE NORTHEASTERLY ALONG THE
NORTHWESTERLY LINE OF SAID LOT 38, ALONG SAID CURVE THROUGH A CENTRAL ANGLE
OF 2006'28", AN ARC LENGTH OF 30.10 FEET; THENCE SOUTH 35046'56" EAST, 140.56 FEET, TO
THE SOUTHEASTERLY LINE OF SAID LOT 38, SAID POINT BEING ON A CURVE CONCAVE
SOUTHEASTERLY HAVING A RADIUS OF 220.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 49056'25" WEST; THENCE SOUTHWESTERLY ALONG THE SOUTHEASTERLY
LINE OF SAID LOTS 38 AND 39, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 8051'03",
AN ARC LENGTH OF 33.99 FEET, TO THE BEGINNING OF A TANGENT CURVE CONCAVE
SOUTHEASTERLY HAVING A RADIUS OF 847.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 58047'28" WEST; THENCE SOUTHWESTERLY ALONG THE SOUTHEASTERLY
LINE OF SAID LOT 39, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 2054'17", AN ARC
LENGTH OF 42.94 FEET; THENCE NORTH 61 °41'45" WEST, 136.38 FEET, TO THE
NORTHWESTERLY LINE OF SAID LOT 40, SAID POINT BEING ON A CURVE CONCAVE
NORTHWESTERLY HAVING A RADIUS OF 61.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS SOUTH 74016'29" EAST; THENCE NORTHERLY ALONG THE NORTHWESTERLY LINE OF
SAID LOTS 40 AND 39, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 36045'31", AN ARC
LENGTH OF 39.14 FEET, TO THE BEGINNING OF A REVERSE CURVE CONCAVE
SOUTHEASTERLY HAVING A RADIUS OF 25.00 FEET, A RADIAL LINE THROUGH SAID POINT
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BEARS SOUTH 68058'00" WEST; THENCE NORTHEASTERLY ALONG THE NORTHWESTERLY
LINE OF LOT 39, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 81°05'00", AN ARC
LENGTH OF 35.38 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY HAVING
A RADIUS OF 818.00 FEET; THENCE NORTHEASTERLY ALONG THE NORTHWESTERLY LINE OF
SAID LOT 39, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 3043'28", AN ARC LENGTH
OF 53.17 FEET, TO THE POINT OF BEGINNING.
LOT 33
THAT PORTION OF LOTS 39,40 AND 41 OF TRACT NO. 2489" IN THE CITY OF LA QUINTA, AS
PER MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE
OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE MOST WESTERLY CORNER OF SAID LOT 40, SAID POINT BEING ON A
CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 982.00 FEET, A RADIAL LINE
THROUGH SAID POINT BEARS NORTH 66028'42" WEST; THENCE NORTHEASTERLY ALONG THE
NORTHWESTERLY LINE OF SAID LOT 40, ALONG SAID CURVE THROUGH A CENTRAL ANGLE
OF 4003'10", AN ARC LENGTH OF 69.46 FEET, TO THE BEGINNING OF A REVERSE CURVE
CONCAVE NORTHWESTERLY HAVING A RADIUS OF 61.00 FEET, A RADIAL LINE THROUGH SAID
POINT BEARS NORTH 62025'32" WEST; THENCE NORTHEASTERLY ALONG THE
NORTHWESTERLY LINE OF LOT 40, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
11 °50'57", AN ARC LENGTH OF 12.61 FEET; THENCE SOUTH 61 °41'45" EAST, 136.38 FEET, TO
THE SOUTHEASTERLY LINE OF SAID LOT 39, SAID POINT BEING ON A CURVE CONCAVE
SOUTHEASTERLY HAVING A RADIUS OF 847.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 61 °41'45" WEST; THENCE SOUTHWESTERLY ALONG THE SOUTHEASTERLY
LINE OF LOTS 39, 40 AND 41, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 5019'30",
AN ARC LENGTH OF 78.72 FEET; THENCE NORTH 67001'15" WEST, 135.00 FEET, TO THE
NORTHWESTERLY LINE OF LOT 41, SAID POINT BEING ON A CURVE CONCAVE
SOUTHEASTERLY HAVING A RADIUS OF 982.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 67001'15" WEST; THENCE NORTHEASTERLY ALONG THE NORTHWESTERLY
LINE OF SAID LOT 41, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 0032'33", AN ARC
LENGTH OF 9.30 FEET, TO THE POINT OF BEGINNING.
LOT 34
THAT PORTION OF LOTS 41 AND 42 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE MOST WESTERLY CORNER OF SAID LOT 41, SAID POINT BEING ON A
CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 982.00 FEET, A RADIAL LINE
THROUGH SAID POINT BEARS NORTH 70046'19" WEST; THENCE NORTHEASTERLY ALONG THE
NORTHWESTERLY LINE OF SAID LOT 41, ALONG SAID CURVE THROUGH A CENTRAL ANGLE
OF 3045'04", AN ARC LENGTH OF 64.29 FEET; THENCE SOUTH 67001'15' EAST, 135.00 FEET, TO
THE SOUTHEASTERLY LINE OF SAID LOT 41, SAID POINT BEING ON A CURVE CONCAVE
SOUTHEASTERLY HAVING A RADIUS OF 847.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 67001'15" WEST; THENCE SOUTHWESTERLY ALONG THE SOUTHEASTERLY
LINE OF SAID LOT 41, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 3045'04", AN ARC
LENGTH OF 55.45 FEET, TO THE SOUTHEAST CORNER OF SAID LOT 41; THENCE
SOUTHWESTERLY ALONG THE SOUTHEASTERLY LINE OF SAID LOT 42, SOUTH 6050'51" WEST,
25.60 FEET; THENCE NORTH 67001'15" WEST, 141.30 FEET, TO THE NORTHWESTERLY LINE OF
SAID LOT 42, SAID POINT BEING ON A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS
OF 178.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 66025'56" EAST; THENCE
NORTHEASTERLY ALONG THE NORTHWESTERLY LINE OF SAID LOT 42, ALONG SAID CURVE
PAGE 14
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• 0
THROUGH A CENTRAL ANGLE OF 4027'10", AN ARC LENGTH OF 13.83 FEET, TO THE POINT OF
BEGINNING.
LOT 35
THAT PORTION OF LOTS 42,43 AND 44 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS
PER MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE
OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHERLY CORNER OF SAID LOT 43, SAID POINT BEING ON A CURVE
CONCAVE NORTHWESTERLY HAVING A RADIUS OF 178.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS SOUTH 50008'34" EAST; THENCE NORTHEASTERLY ALONG THE
NORTHWESTERLY LINE OF SAID LOT 42, ALONG SAID CURVE THROUGH A CENTRAL ANGLE
OF 16017'220, AN ARC LENGTH OF 50.61 FEET; THENCE SOUTH 67001'15' EAST, 141.30 FEET, TO
THE EASTERLY LINE OF SAID LOT 42; THENCE SOUTH 6050'51" WEST, 40.95 FEET, TO THE
SOUTHEAST CORNER OF SAID LOT 42, SAID POINT BEING THE BEGINNING OF A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 180.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 69013'29" EAST; THENCE SOUTHEASTERLY ALONG THE EASTERLY
LINE OF LOT 43, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 8037'19", AN ARC
LENGTH OF 27.09 FEET; THENCE SOUTH 85011'16" WEST, 124.70 FEET, TO THE WESTERLY
LINE OF SAID LOT 44, SAID POINT BEING ON A CURVE CONCAVE SOUTHWESTERLY HAVING A
RADIUS OF 45.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 67°39'32" EAST;
THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 62053'45",
AN ARC LENGTH OF 49.40 FEET, TO THE BEGINNING OF A REVERSE CURVE CONCAVE
EASTERLY HAVING A RADIUS OF 25.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS
SOUTH 4045'47" WEST; THENCE NORTHEASTERLY ALONG THE NORTHWESTERLY LINE OF
SAID LOT 43, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 133011'32-, AN ARC
LENGTH OF 58.12 FEET, TO THE BEGINNING OF A REVERSE CURVE CONCAVE
NORTHWESTERLY HAVING A RADIUS OF 178.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS SOUTH 42002'41" EAST; THENCE NORTHEASTERLY ALONG THE NORTHWESTERLY LINE
OF SAID LOT 43, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 8°05'53", AN ARC
LENGTH OF 25.16 FEET, TO THE POINT OF BEGINNING.
LOT 36
THAT PORTION OF LOTS 43, 44 AND 45 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS
PER MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE
OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 45, SAID POINT BEING ON A CURVE
CONCAVE NORTHWESTERLY HAVING A RADIUS OF 45.00 FEET, A RADIAL LINE THROUGH SAID
POINT BEARS SOUTH 44009'17" EAST; THENCE NORTHEASTERLY ALONG THE
NORTHWESTERLY LINE OF SAID LOT 44, ALONG SAID CURVE THROUGH A CENTRAL ANGLE
OF 68011'11 ", AN ARC LENGTH OF 53.55 FEET; THENCE NORTH $5011'160 EAST, 124.70 FEET, TO
THE EASTERLY LINE OF SAID LOT 43, SAID POINT BEING ON A CURVE CONCAVE
NORTHWESTERLY HAVING A RADIUS OF 180.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 77050'48" EAST; THENCE SOUTHWESTERLY ALONG THE EASTERLY LINE OF
LOTS 43, 44 AND 45, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 55040'31 ", AN ARC
LENGTH OF 174.91 FEET; THENCE NORTH 41 °53'24" WEST, 135.38 FEET, TO THE
NORTHWESTERLY LINE OF SAID LOT 45, SAID POINT BEING ON A CURVE CONCAVE
NORTHWESTERLY HAVING A RADIUS OF 45.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS SOUTH 41 °53'24" EAST; THENCE NORTHEASTERLY ALONG THE NORTHWESTERLY LINE
OF SAID LOT 45, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 2015'53", AN ARC
LENGTH OF 1.78 FEET, TO THE POINT OF BEGINNING.
PAGE 15
G 44131081LEGALSILLA.DOC
0
0
LOT 37
THAT PORTION OF LOTS 45 AND 46 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 46, SAID POINT BEING ON A CURVE
CONCAVE NORTHWESTERLY HAVING A RADIUS OF 45.00 FEET, A RADIAL LINE THROUGH SAID
POINT BEARS SOUTH 8037'15" WEST; THENCE NORTHEASTERLY ALONG THE NORTHERLY
LINE OF SAID LOT 45, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 50°30'39", AN ARC
LENGTH OF 39.67 FEET; THENCE SOUTH 41 °5324' EAST, 135.38 FEET, TO THE
SOUTHEASTERLY LINE OF SAID LOT 45, SAID POINT BEING ON A CURVE CONCAVE
NORTHWESTERLY HAVING A RADIUS OF 180.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS SOUTH 46028'41' EAST; THENCE SOUTHWESTERLY ALONG THE SOUTHEASTERLY LINE
OF LOT 45 AND THE SOUTHWESTERLY LINE OF LOT 46, ALONG SAID CURVE THROUGH A
CENTRAL ANGLE OF 6501.0'22', AN ARC LENGTH OF 204.75 FEET; THENCE NORTH 20032'43"
EAST, 148.11 FEET, TO THE NORTHEASTERLY LINE OF SAID LOT 46, SAID POINT BEING ON A
CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 45.00 FEET, A RADIAL LINE
THROUGH SAID POINT BEARS SOUTH 2003243" WEST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 46, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
11055'28", AN ARC LENGTH OF 9.37 FEET, TO THE POINT OF BEGINNING.
LOT 38
THAT PORTION OF LOTS 46 AND 47 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE EASTERLY CORNER OF SAID LOT 47, SAID POINT BEING ON A CURVE
CONCAVE NORTHEASTERLY HAVING A RADIUS OF 45.00 FEET, A RADIAL LINE THROUGH SAID
POINT BEARS SOUTH 54023'30" WEST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 46, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
33050'47', AN ARC LENGTH OF 26.58 FEET; THENCE SOUTH 20°3243' WEST, 148.11 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 46, SAID POINT BEING ON A CURVE CONCAVE
NORTHEASTERLY HAVING A RADIUS OF 180.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS SOUTH 18041*41" WEST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF LOTS 46 AND 47, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 49046'27", AN
ARC LENGTH OF 156.37 FEET; THENCE NORTH 58020'00" EAST, 153.99 FEET, TO THE
NORTHEASTERLY LINE OF SAID LOT 47, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 100.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 76053'41' EAST; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE
OF SAID LOT 47, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 5°53'08", AN ARC
LENGTH OF 10.27 FEET, TO THE BEGINNING OF A REVERSE CURVE CONCAVE
NORTHEASTERLY HAVING A RADIUS OF 45.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS SOUTH 82046'49' WEST; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE
OF SAID LOT 47, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 28023'19", AN ARC
LENGTH OF 22.30 FEET, TO THE POINT OF BEGINNING.
PAGE 16
G:4413\081EGALSILA. DOC
LOT 39
THAT PORTION OF LOTS 47 AND 48 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE EASTERLY CORNER OF SAID LOT 48; THENCE SOUTHEASTERLY ALONG
THE NORTHEASTERLY LINE OF LOT 47, SOUTH 31°40'00" EAST, 14.36 FEET, TO THE BEGINNING
OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 100.00 FEET; THENCE
SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 18033'41 ", AN ARC
LENGTH OF 32.40 FEET; THENCE SOUTH 58°20'00" WEST, 153.99 FEET, TO THE
SOUTHWESTERLY LINE OF SAID LOT 47, SAID POINT BEING ON A CURVE CONCAVE
NORTHEASTERLY HAVING A RADIUS OF 180.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS SOUTH 68028'08' WEST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF SAID LOTS 47 AND 48, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 14°41'52",
AN ARC LENGTH OF 46.17 FEET, TO AN ANGLE POINT IN THE SOUTHWESTERLY LINE OF SAID
LOT 48; THENCE NORTH 39030'00' WEST, 33.67 FEET; THENCE NORTH 50030'00" EAST, 149.35
FEET, TO THE NORTHEASTERLY LINE OF SAID LOT 48, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 132.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 48023'03" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 48, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
9056'57", AN ARC LENGTH OF 22.92 FEET; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 48, SOUTH 31040'00" EAST, 28.64 FEET, TO THE POINT OF
BEGINNING.
LOT 40
THAT PORTION OF LOTS 48, 49 AND 50 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS
PER MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE
OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE EASTERLY CORNER OF SAID LOT 49, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 132.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 42022'36" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 48, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
6000'27", AN ARC LENGTH OF 13.84 FEET; THENCE SOUTH 50030'00" WEST, 149.35 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 48; THENCE NORTHWESTERLY ALONG THE
SOUTHWESTERLY LINE OF SAID LOTS 48, 49 AND 50, NORTH 39030'00" WEST, 80.00 FEET;
THENCE NORTH 50030'00' EAST, 134.00 FEET, TO THE NORTHEASTERLY LINE OF SAID LOT 49,
SAID POINT BEING ON A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 118.00
FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 49°41'45" WEST; THENCE
SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE OF SAID LOT 49, ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 19026'45", AN ARC LENGTH OF 40.05 FEET, TO THE
BEGINNING OF A REVERSE CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 132.00
FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 30015'00" EAST; THENCE
SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE OF SAID LOT 49, ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 12007'36", AN ARC LENGTH OF 27.94 FEET, TO THE POINT OF
BEGINNING.
LOT 41
THAT PORTION OF LOTS 49, 50 AND 51 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS
PER MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE
OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
PAGE 17
G:4413\08\LEGAMLLA. DOC
BEGINNING AT THE EASTERLY CORNER OF SAID LOT 50, SAID POINT BEING ON A CURVE
CONCAVE NORTHEASTERLY HAVING A RADIUS OF 118.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS SOUTH 60023'08' WEST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 49, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
10041'23", AN ARC � LENGTH OF 22.02 FEET; THENCE SOUTH 50030'00 EAST, 134.00 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 50; THENCE NORTHWESTERLY ALONG THE
SOUTHWESTERLY LINE OF SAID LOT 50, NORTH 39°30'00" WEST, 56.33 FEET, TO THE
SOUTHWEST CORNER OF SAID LOT 50; THENCE NORTHWESTERLY ALONG THE
SOUTHWESTERLY LINE OF SAID LOT 51, NORTH 53030'00" WEST, 22.06 FEET; THENCE NORTH
41051'35" EAST, 184.03 FEET, TO THE NORTHEASTERLY LINE OF SAID LOT 50; THENCE
SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE OF SAID LOT 50, SOUTH 8°33'00" EAST,
50.19 FEET, TO THE BEGINNING OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS
OF 118.00 FEET; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE OF SAID LOT
50, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 21 °03'52", AN ARC LENGTH OF 43.38
FEET, TO THE POINT OF BEGINNING.
LOT 42
THAT PORTION OF LOTS 50, 51 AND 52 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS
PER MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE
OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 52, SAID POINT BEING ON A CURVE
CONCAVE NORTHEASTERLY HAVING A RADIUS OF 338.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS SOUTH 9053'41" WEST; THENCE EASTERLY ALONG THE NORTHERLY LINE
OF LOTS 51 AND 50, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 14033'46", AN ARC
LENGTH OF 85.91 FEET, TO THE BEGINNING OF A REVERSE CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 25.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 4040'05" WEST; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A
CENTRAL ANGLE OF 86007'05", AN ARC LENGTH OF 37.58 FEET; THENCE SOUTH 41 °51'35"
WEST, 184.03 FEET, TO THE SOUTHWESTERLY LINE OF SAID LOT 51; THENCE
NORTHWESTERLY ALONG THE SOUTHWESTERLY LINE OF SAID LOT 51, NORTH 53°30'00"
WEST, 49.94 FEET, TO THE SOUTHWEST CORNER OF LOT 51, SAID POINT BEING THE
BEGINNING OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 400.00 FEET, A
RADIAL LINE THROUGH SAID POINT BEARS SOUTH 11047'00" WEST; THENCE
NORTHWESTERLY ALONG THE SOUTHWESTERLY LINE OF SAID LOT 52, ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 3025'29", AN ARC LENGTH OF 23.91 FEET; THENCE NORTH
16000'28" EAST, 140.41 FEET, TO THE NORTHEASTERLY LINE OF SAID LOT 52, SAID POINT
BEING ON A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 338.00 FEET, A RADIAL
LINE THROUGH SAID POINT BEARS SOUTH 16000'28" WEST; THENCE SOUTHEASTERLY ALONG
THE NORTHEASTERLY LINE OF SAID LOT 52, ALONG SAID CURVE THROUGH A CENTRAL
ANGLE OF 6006'47", AN ARC LENGTH OF 36.06 FEET, TO THE POINT OF BEGINNING.
LOT 43
THAT PORTION OF LOTS 52 AND 53 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 53, SAID POINT BEING ON A CURVE
CONCAVE NORTHEASTERLY HAVING A RADIUS OF 338.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS SOUTH 20034'41" WEST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 52, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
4034'13", AN ARC LENGTH OF 26.96 FEET; THENCE SOUTH 16000'28" WEST, 140.41 FEET, TO
PAGE 18
G:4313\081EGALSU A.DOC
THE SOUTHWESTERLY LINE OF SAID LOT 52, SAID POINT BEING ON A CURVE CONCAVE
NORTHEASTERLY HAVING A RADIUS OF 400.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS SOUTH 15012'29" WEST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF LOTS 52 AND 53, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 15°26'39", AN
ARC LENGTH OF 107.82 FEET; THENCE NORTH 28055'14" EAST, 139.53 FEET, TO THE
NORTHEASTERLY LINE OF SAID LOT 53, SAID POINT BEING ON A CURVE CONCAVE
NORTHEASTERLY HAVING A RADIUS OF 338.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS SOUTH 28055'14" WEST; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE
OF SAID LOT 53, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 8°20'33", AN ARC
LENGTH OF 49.21 FEET, TO THE POINT OF BEGINNING.
LOT 44
THAT PORTION OF LOTS 53 AND 54 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 54, SAID POINT BEING ON A CURVE
CONCAVE NORTHEASTERLY HAVING A RADIUS 'OF 338.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS SOUTH 31008'50" WEST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 53, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
2013'36", AN ARC LENGTH OF 13.14 FEET; THENCE SOUTH 28055'14" WEST, 139.53 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 53, SAID POINT BEING ON A CURVE CONCAVE
NORTHEASTERLY HAVING A RADIUS OF 400.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS SOUTH 30039'08" WEST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF SAID LOT 53, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 3°35'52", AN ARC
LENGTH OF 25.12 FEET, TO THE SOUTHWEST CORNER OF SAID LOT 53; THENCE
NORTHWESTERLY ALONG THE SOUTHWESTERLY LINE OF SAID LOT 54, NORTH 52053'13"
WEST, 79.70 FEET; THENCE NORTH 40037'44" EAST, 138.06 FEET, TO THE NORTHEAST LINE OF
SAID LOT 54, SAID POINT BEING ON A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS
OF 2715.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 40037'44" EAST;
THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE OF SAID LOT 54, ALONG SAID
CURVE THROUGH A CENTRAL ANGLE OF 0008'27", AN ARC LENGTH OF 6.68 FEET, TO THE
BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 338.00
FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 40046'11" WEST; THENCE
SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE OF SAID LOT 54, ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 9037'21", AN ARC LENGTH OF 56.77 FEET, TO THE POINT OF
BEGINNING.
LOT 45
THAT PORTION OF LOTS 54 AND 55 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 55, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 39050'14" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 54, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0047'30", AN ARC LENGTH OF 37.51 FEET; THENCE SOUTH 40037'44" WEST, 138.06 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 54; THENCE NORTHWESTERLY ALONG THE
SOUTHWESTERLY LINE OF SAID LOT 54, NORTH 52053'13" WEST, 35.64 FEET, TO THE
SOUTHWEST CORNER OF SAID LOT 54, SAID POINT BEING THE BEGINNING OF A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2575.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 39050'14" EAST; THENCE NORTHWESTERLY ALONG THE
PAGE 19
G:4413\08\LEGALSILA. DOC
SOUTHWESTERLY LINE OF SAID LOT 55, ALONG SAID CURVE THROUGH A CENTRAL ANGLE
OF 0058'42', AN ARC LENGTH OF 43.97 FEET; THENCE NORTH 38051'32' EAST, 140.00 FEET, TO
THE NORTHEASTERLY LINE OF SAID LOT 55, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 38051'32' EAST; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE
OF SAID LOT 55, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 0°58'42", AN ARC
LENGTH OF 46.36 FEET, TO THE POINT OF BEGINNING.
LOT 46
THAT PORTION OF LOTS 55 AND 56 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 56, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 38022'54" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 55, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0028'38", AN ARC LENGTH OF 22.61 FEET; THENCE SOUTH 38051'32" WEST, 140.00 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 55, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2575.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 38051 *32" EAST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF SAID LOTS 55 AND 56, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1046'12",
AN ARC LENGTH OF 79.55 FEET; THENCE NORTH 37005'20' EAST, 140.00 FEET, TO THE
NORTHEASTERLY LINE OF SAID LOT 56, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 37005'20' EAST; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE
OF SAID LOT 56, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1017'34", AN ARC
LENGTH OF 61.26 FEET, TO THE POINT OF BEGINNING.
LOT 47
THAT PORTION OF LOTS 56, 57 AND 58 OF TRACT NO. 2489M IN THE CITY OF LA QUINTA, AS
PER MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE
OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 58, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 35028'14" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF LOTS 57 AND 56, ALONG SAID CURVE THROUGH A CENTRAL ANGLE
OF 1 °37'06", AN ARC LENGTH OF 76.69 FEET; THENCE SOUTH 37005'20" WEST, 140.00 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 56, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2575.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 3700520" EAST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF SAID LOTS 56, 57 AND 58, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
1046'13% AN ARC LENGTH OF 79.56 FEET; THENCE NORTH 35019'07" EAST, 140.00 FEET, TO THE
NORTHEASTERLY LINE OF SAID LOT 58, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 35019'07" EAST; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE
OF SAID LOT 58, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 0009'07", AN ARC
LENGTH OF 7.20 FEET, TO THE POINT OF BEGINNING.
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LOT 48
THAT PORTION OF LOTS 58 AND 59 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 59, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 34000'54" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 58, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
1 °18'13", AN ARC LENGTH OF 61.77 FEET; THENCE SOUTH 35019'07" WEST, 140.00 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 58, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2575.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 35019'07" EAST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF SAID LOTS 58 AND 59, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1°46'12',
AN ARC LENGTH OF 79.55 FEET; THENCE NORTH 33032'55' EAST, 140.00 FEET, TO THE
NORTHEASTERLY LINE OF SAID LOT 59, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 33032'55" EAST; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE
OF SAID LOT 59, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 0027'59", AN ARC
LENGTH OF 22.10 FEET, TO THE POINT OF BEGINNING.
LOT 49
THAT PORTION OF LOTS 59 AND 60 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 60, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 32033'34" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 59, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0059'21', AN ARC LENGTH OF 46.87 FEET; THENCE SOUTH 33032'55' WEST, 140.00 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 59, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2575.00 FEET; THENCE NORTHWESTERLY ALONG
THE SOUTHWESTERLY LINE, OF SAID LOTS 59 AND 60, ALONG SAID CURVE THROUGH A
CENTRAL ANGLE OF 1 °46'12% AN ARC LENGTH OF 79.55 FEET; THENCE NORTH 31 °46'43" EAST,
140.00 FEET, TO THE NORTHEASTERLY LINE OF SAID LOT 60, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 31046'43" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 60, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0046'51 ", AN ARC LENGTH OF 37.00 FEET, TO THE POINT OF BEGINNING.
LOT 50
THAT PORTION OF LOTS 60 AND 61 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE MOST EASTERLY CORNER OF SAID LOT 61, SAID POINT BEING ON A
CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE
THROUGH SAID POINT BEARS NORTH 31006'14" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 60, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0040'29", AN ARC LENGTH OF 31.97 FEET; THENCE SOUTH 31 °46'43" WEST, 140.00 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 60, SAID POINT BEING ON A CURVE CONCAVE
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SOUTHWESTERLY HAVING A RADIUS OF 2575.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 31 °46'43" EAST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF SAID LOTS 60 AND 61, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1°46'12",
AN ARC LENGTH OF 79.55 FEET; THENCE NORTH 30000'31" EAST, 140.00 FEET, TO THE
NORTHEASTERLY LINE OF SAID LOT 61, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 30000'31" EAST; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE
OF SAID LOT 61, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1 °05'43", AN ARC
LENGTH OF 51.90 FEET, TO THE POINT OF BEGINNING.
LOT 51
THAT PORTION OF LOTS 61 AND 62 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE MOST EASTERLY CORNER OF SAID LOT 62, SAID POINT BEING ON A
CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE
THROUGH SAID POINT BEARS NORTH 29038'54" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 61, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0021'37", AN ARC LENGTH OF 17.07 FEET; THENCE SOUTH 30000'31" WEST, 140.00 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 61, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2575.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 30000'31" EAST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF SAID CURVE THROUGH A CENTRAL ANGLE OF 1 °46'12", AN ARC LENGTH OF 79.55
FEET; THENCE NORTH 28014'19" EAST, 140.00 FEET, TO THE NORTHEASTERLY LINE OF SAID
LOT 62, SAID POINT BEING ON A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF
2715.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 28014'19" EAST; THENCE
SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE OF SAID LOT 62, ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 1024'35', AN ARC LENGTH OF 66.80 FEET, TO THE POINT OF
BEGINNING.
LOT 52
THAT PORTION OF LOTS 62, 63 AND 64 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS
PER MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE
OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE MOST NORTHERLY CORNER OF SAID LOT 63, SAID POINT BEING ON A
CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE
THROUGH SAID POINT BEARS NORTH 26044'14' EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOTS 63 AND 62, ALONG SAID CURVE THROUGH A CENTRAL
ANGLE OF 1 °30'05', AN ARC LENGTH OF 71.14 FEET; THENCE SOUTH 28014'19" WEST, 140.00
FEET, TO THE SOUTHWESTERLY LINE OF SAID LOT 62, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2575.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 28014'19" EAST; THENCE NORTHWESTERLY ALONG THE
SOUTHWESTERLY LINE OF SAID LOTS 62, 63 AND 64, ALONG SAID CURVE THROUGH A
CENTRAL ANGLE OF 1 °46'12", AN ARC LENGTH OF 79.55 FEET; THENCE NORTH 26028'07" EAST,
140.00 FEET, TO THE NORTHEASTERLY LINE OF SAID LOT 64, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 26028'07" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 64, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0016'07", AN ARC LENGTH OF 12.73 FEET, TO THE POINT OF BEGINNING.
PAGE 22
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LOT 53
THAT PORTION OF LOTS 64 AND 65 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 65, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 25016'54" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 64, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
1 °11'13", AN ARC LENGTH OF 56.24 FEET; THENCE SOUTH 26028'07" WEST, 140.00 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 64, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2575.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 26028'07' EAST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF SAID LOTS 64 AND 65, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1 °46'12"
AN ARC LENGTH OF 79.55 FEET; THENCE NORTH 24041'55' EAST, 140.00 FEET, TO THE
NORTHEASTERLY LINE OF SAID LOT 65, SAID POINT BEING ON THE NORTHEASTERLY LINE OF
SAID LOT 65, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 24041'55' EAST; THENCE
SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE OF SAID LOT 65, ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 0034'59", AN ARC LENGTH OF 27.64 FEET, TO THE POINT OF
BEGINNING.
LOT 54
THAT PORTION OF LOTS 65 AND 66 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 66, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 23049'34" EAST; THENCE SOUTHEASTERLY. ALONG THE
NORTHEASTERLY LINE OF SAID LOT 65, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0052'21 ", AN ARC LENGTH OF 41.34 FEET; THENCE SOUTH 24041'55' WEST, 140.00 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 65, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2575.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 24041'55" EAST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF SAID LOTS 65 AND 66, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1 °46'12"
AN ARC LENGTH OF 79.55 FEET; THENCE NORTH 2205543" EAST, 140.00 FEET, TO THE
NORTHEASTERLY LINE OF SAID LOT 66, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 22055'43" EAST; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE
OF SAID LOT 68, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 0053'51', AN ARC
LENGTH OF 42.53 FEET, TO THE POINT OF BEGINNING.
LOT 55
THAT PORTION OF LOTS 66 AND 67 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 67, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 22022'14" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 66, ALONG SAID -CURVE THROUGH A CENTRAL ANGLE OF
0033'29", AN ARC LENGTH OF 26.45 FEET; THENCE SOUTH 22055'43" WEST, 140.00 FEET, TO
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THE SOUTHWESTERLY LINE OF SAID LOT 66, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2575.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 22055'43" EAST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF SAID LOTS 66 AND 67, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1 °46'13',
AN ARC LENGTH OF 79.56 FEET; THENCE NORTH 21 °09'30" EAST, 140.00 FEET, TO THE
NORTHEASTERLY LINE OF SAID LOT 67, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 21009'30' EAST; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE
OF SAID LOT 67, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1 °12'44", AN ARC
LENGTH OF 57.44 FEET, TO THE POINT OF BEGINNING.
LOT 56
THAT PORTION OF LOTS 67, 68 AND 69 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS
PER MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE
OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 69, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 19027'34" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOTS 68 AND 67, ALONG SAID CURVE THROUGH A CENTRAL
ANGLE OF 1 °41'56", AN ARC LENGTH. OF 80.50 FEET; THENCE SOUTH 21 °09'30" WEST, 140.00
FEET, TO THE SOUTHWESTERLY LINE OF SAID LOT 67, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2575.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 21009'30" EAST; THENCE NORTHWESTERLY ALONG THE
SOUTHWESTERLY LINE OF SAID LOTS 67, 68 AND 69, ALONG SAID CURVE THROUGH A
CENTRAL ANGLE OF 1 °46'12% AN ARC LENGTH OF 79.55 FEET; THENCE NORTH 19023'18" EAST,
140.00 FEET, TO THE NORTHEASTERLY LINE OF SAID LOT 69, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 19023'18" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 69, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0004'16", AN ARC LENGTH OF 3.37 FEET, TO THE POINT OF BEGINNING.
LOT 57
THAT PORTION OF LOT 70 AS SHOWN ON PARCEL MERGER NO. 98-335, RECORDED AUGUST
12, 1998, AS INSTRUMENT NO. 337138; TOGETHER WITH THAT PORTION OF LOT 69 OF TRACT
NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER MAP ON FILE IN BOOK 225, PAGES 11
THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE
COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 70, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 18000'14" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 69, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
1 °23'04", AN ARC LENGTH OF 65.60 FEET; THENCE SOUTH 19023'18" WEST, 140.00 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 69, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2575.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 19023'18' EAST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF SAID LOTS 69 AND 70, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1046'12",
AN ARC LENGTH OF 79.55 FEET; THENCE NORTH 17037'06" EAST, 140.00 FEET, TO THE
NORTHEASTERLY LINE OF SAID LOT 70, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 17037'06" EAST; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE
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OF SAID LOT 70, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 0°23'08", AN ARC
LENGTH OF 18.27 FEET, TO THE POINT OF BEGINNING.
LOT 58
THAT PORTION OF LOT 70 AS SHOWN ON PARCEL MERGER NO. 98-335, RECORDED AUGUST
12, 1998 AS INSTRUMENT NO. 337138; IN THE OFFICE OF THE COUNTY RECORDER OF
RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF SAID LOT 70, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2575.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 18000'14" EAST; THENCE NORTHWESTERLY ALONG THE
SOUTHERLY LINE OF SAID LOT 70, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0023'08", AN ARC LENGTH OF 17.33 FEET TO THE TRUE POINT OF BEGINNING; THENCE
CONTINUING ALONG SAID SOUTHERLY LINE, ALONG SAID CURVE THROUGH A CENTRAL
ANGLE OF 1046'12', AN ARC LENGTH OF 79.55 FEET; THENCE LEAVING SAID SOUTHERLY LINE,
NORTH 15050'54' EAST, 140.00 FEET TO THE NORTHERLY LINE OF SAID LOT 70, SAID POINT
BEING ON A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE
THROUGH SAID POINT BEARS NORTH 15050'54" EAST; THENCE EASTERLY ALONG SAID
NORTHERLY LINE, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1°46'12", AN ARC
LENGTH OF 83.88 FEET; THENCE LEAVING SAID NORTHERLY LINE, SOUTH 17037'06" WEST,
140.00 FEET TO THE TRUE POINT OF BEGINNING.
LOT 59
THAT PORTION OF LOT 70 AS SHOWN ON PARCEL MERGER NO. 98-335, RECORDED AUGUST
12, 1998, AS INSTRUMENT NO. 337138; IN THE OFFICE OF THE COUNTY RECORDER OF
RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF SAID LOT 70, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2575.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 18000'14' EAST; THENCE NORTHWESTERLY ALONG THE
SOUTHERLY LINE OF SAID LOT 70, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
2009'20", AN ARC LENGTH OF 96.88 FEET TO THE TRUE POINT OF BEGINNING; THENCE
CONTINUING ALONG SAID SOUTHERLY LINE, ALONG SAID CURVE THROUGH A CENTRAL
ANGLE OF 1 °46'12", AN ARC LENGTH OF 79.55 FEET; THENCE LEAVING SAID SOUTHERLY LINE,
NORTH 14004'42' EAST, 140.00 FEET TO THE NORTHERLY LINE OF SAID LOT 70, SAID POINT
BEING ON A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE
THROUGH SAID POINT BEARS NORTH 14004'42" EAST, THENCE EASTERLY ALONG SAID
NORTHERLY LINE, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1 °46'12% AN ARC
LENGTH OF 83.87 FEET; THENCE LEAVING SAID NORTHERLY LINE, SOUTH 15050'54" WEST,
140.00 FEET TO THE TRUE POINT OF BEGINNING.
LOT 60
THAT PORTION OF LOT 70 AS SHOWN ON PARCEL MERGER NO. 98-335, RECORDED AUGUST
12, 1998 AS INSTRUMENT NO. 337138; IN THE OFFICE OF THE COUNTY RECORDER OF
RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF SAID LOT 70, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2575.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 18000'14" EAST; THENCE NORTHWESTERLY ALONG THE
SOUTHERLY LINE OF SAID LOT 70, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
3055'32", AN ARC LENGTH OF 176.43 FEET TO THE TRUE POINT OF BEGINNING; THENCE
CONTINUING ALONG SAID SOUTHERLY LINE, ALONG SAID CURVE THROUGH A CENTRAL
PAGE 25
G A413\081EGALSILA. DOC
ANGLE OF 1046'12", AN ARC LENGTH OF 79.55 FEET; THENCE LEAVING SAID SOUTHERLY LINE,
NORTH 12018'30" EAST, 140.00 FEET TO THE NORTHERLY LINE OF SAID LOT 70, SAID POINT
BEING ON A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE
THROUGH SAID POINT BEARS NORTH 12018'30" EAST, THENCE EASTERLY ALONG SAID
NORTHERLY LINE, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1°46'12', AN ARC
LENGTH OF 83.88 FEET; THENCE LEAVING SAID NORTHERLY LINE, SOUTH 14004'42" WEST,
140.00 FEET TO THE TRUE POINT OF BEGINNING.
LOT 61
THAT PORTION OF LOT 70 AS SHOWN ON PARCEL MERGER NO. 98-335, RECORDED AUGUST
12, 1998 AS INSTRUMENT NO. 337138, IN THE OFFICE OF THE COUNTY RECORDER OF
RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF SAID LOT 70, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2575.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 18000'14" EAST; THENCE NORTHWESTERLY ALONG THE
SOUTHERLY LINE OF SAID LOT 70, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
5041'44", AN ARC LENGTH OF 255.98 FEET TO THE TRUE POINT OF BEGINNING; THENCE
CONTINUING ALONG SAID SOUTHERLY LINE, ALONG SAID CURVE THROUGH A CENTRAL
ANGLE OF 1034'55', AN ARC LENGTH OF 71.10 FEET; THENCE CONTINUING ALONG SAID
SOUTHERLY LINE, NORTH 86°02'25' WEST, 8.50 FEET; THENCE LEAVING SAID SOUTHERLY
LINE, NORTH 10032'18' EAST, 140.99 FEET TO THE NORTHERLY LINE OF SAID LOT 70, SAID
POINT BEING ON A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 2715.00 FEET, A
RADIAL LINE THROUGH SAID POINT BEARS NORTH 10032'18" EAST; THENCE EASTERLY ALONG
SAID NORTHERLY LINE, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1046'12', AN
ARC LENGTH OF 83.87 FEET; THENCE LEAVING SAID NORTHERLY LINE, SOUTH 12018'30"
WEST, 140.00 FEET TO THE TRUE POINT OF BEGINNING.
LOT 62
THAT PORTION OF LOT 70 AS SHOWN ON PARCEL MERGER NO. 98-335, RECORDED AUGUST
12, 1998 AS INSTRUMENT NO. 337138, IN THE OFFICE OF THE COUNTY RECORDER OF
RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF SAID LOT 70; THENCE ALONG THE
SOUTHERLY LINE OF SAID LOT 70, SOUTH 83014'59" EAST, 111.67 FEET; THENCE CONTINUING
ALONG SAID SOUTHERLY LINE, SOUTH 81030'02' EAST, 33.85 FEET TO THE TRUE POINT OF
BEGINNING; THENCE LEAVING SAID SOUTHERLY LINE, NORTH 10032'18' EAST, 145.71 FEET TO
THE NORTHERLY LINE OF SAID LOT 70, SAID POINT BEING ON A CURVE CONCAVE
SOUTHERLY HAVING A RADIUS OF 282.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS
NORTH 1 °42'55" EAST; THENCE EASTERLY ALONG SAID NORTHERLY LINE, ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 7057'27", AN ARC LENGTH OF 39.17 FEET TO THE BEGINNING
OF A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE
THROUGH SAID POINT BEARS NORTH 09040'22' EAST; THENCE CONTINUING ALONG SAID
NORTHERLY LINE, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 0°51'56", AN ARC
LENGTH OF 41.01 FEET; THENCE LEAVING SAID NORTHERLY LINE, SOUTH 10032'18" WEST,
140.99 FEET TO SAID SOUTHERLY LINE, SAID POINT BEING NORTH 86°02'25" WEST, 8.50 FEET
FROM THE WESTERLY TERMINUS OF A 2575.00 FOOT RADIUS CURVE ALONG THE SOUTHERLY
LINE OF SAID LOT 70; THENCE WESTERLY ALONG SAID SOUTHERLY BOUNDARY, NORTH
86002'25" WEST, 77.76 FEET; THENCE CONTINUING WESTERLY ALONG SAID SOUTHERLY LINE,
NORTH 81030'02" WEST, 11.21 FEET TO THE TRUE POINT OF BEGINNING.
PAGE 26
G:4413\081EGALSILA. DOC
LOT 63
THAT PORTION OF LOT 70 AS SHOWN ON PARCEL MERGER NO. 98-335, RECORDED AUGUST
12, 1998 AS INSTRUMENT NO. 337138, IN THE OFFICE OF THE COUNTY RECORDER OF
RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF SAID LOT 70; THENCE EASTERLY ALONG THE
SOUTHERLY LINE OF SAID LOT 70, SOUTH 83.14'59" EAST, 55.38 FEET TO THE TRUE POINT OF
BEGINNING; THENCE LEAVING SAID SOUTHERLY LINE, NORTH 10"32'18" EAST, 120.70 FEET TO
THE NORTHERLY LINE OF SAID LOT 70; THENCE EASTERLY ALONG SAID NORTHERLY LINE,
NORTH 74"23'53' EAST, 10.04 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY
HAVING A RADIUS OF 282.00 FEET; THENCE EASTERLY ALONG SAID NORTHERLY LINE, ALONG
SAID CURVE THROUGH A CENTRAL ANGLE OF 17019'02", AN ARC LENGTH OF 85.23 FEET;
THENCE LEAVING SAID NORTHERLY LINE, SOUTH 10032'18" WEST, 145.71 FEET TO THE
SOUTHERLY LINE OF SAID LOT 70; THENCE WESTERLY ALONG SAID SOUTHERLY LINE, NORTH
81030'02' WEST, 33.85 FEET; THENCE CONTINUING WESTERLY ALONG SAID SOUTHERLY LINE,
NORTH 83014'59' WEST, 56.29 TO THE TRUE POINT OF BEGINNING.
LOT A
THAT PORTION OF LOT 70 AS SHOWN ON PARCEL MERGER NO. 98-335, RECORDED AUGUST
12, 1998 AS INSTRUMENT NO. 337138, IN THE OFFICE OF THE COUNTY RECORDER OF
RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 70, THENCE NORTH 30.04'34" WEST,
90.16 FEET TO THE NORTHWEST CORNER OF SAID LOT 70; THENCE ALONG THE NORTHERLY
LINE OF SAID LOT 70, NORTH 74°23'53" EAST, 126.93 FEET; THENCE LEAVING SAID
NORTHERLY LINE, SOUTH 10032'18* WEST, 120.70 FEET TO THE SOUTHERLY LINE OF SAID LOT
70; THENCE WESTERLY ALONG SAID SOUTHERLY LINE, NORTH 83°14'59" WEST, 55.38 FEET TO
THE POINT OF BEGINNING.
LOT B
THAT PORTION OF LOT 1 AS SHOWN ON PARCEL MERGER NO. 98-335, RECORDED AUGUST
12, 1998 AS INSTRUMENT NO. 337138, IN THE OFFICE OF THE COUNTY RECORDER OF
RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHWESTERLY CORNER OF SAID LOT 1, THENCE NORTHEASTERLY
ALONG THE WESTERLY LINE OF SAID LOT 1, NORTH 29'55'26" EAST, 223.34 FEET TO THE
NORTHWESTERLY CORNER OF SAID LOT 1; THENCE SOUTH 6'04'19' EAST, 163.11 FEET TO
THE SOUTHERLY LINE OF SAID LOT 1, SAID POINT BEING ON A CURVE CONCAVE SOUTHERLY
HAVING A RADIUS OF 318.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH
6004'19" WEST; THENCE SOUTHWESTERLY ALONG THE SOUTHERLY LINE OF SAID LOT 1,
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 9'31'48', AN ARC LENGTH OF 52.89
FEET; THENCE CONTINUING SOUTHWESTERLY ALONG THE SOUTHERLY LINE OF SAID LOT 1,
SOUTH 74'23'53" WEST, 79.71 FEET TO THE POINT OF BEGINNING.
PREPARED UNDER THE DIRECTION OF: �P
lr�w '4 8 &a
CHRIS J. BERG P.L . 6588
EXPIRATION DATE: 12-314999
J. 8F9 JG
o No.6588 CD
c
a
Exp.12.31.9R
TFOF C
PAGE 27
G A413\081EGALSILA. DOC
•
Nos co�su►�t�ng�
Pig . Effonews . sm"yors
79.799 OM Aw " 64
La Qaiata, CA 92253
TO:
CITY OF LA QUINTA
78495 CALLE TAMPICO
LA QUINTA, CA 92253
ATTENTION: STAN SAWA
7C0/771-4013
FAX 771-4073
DATE: August 12, 1998
PROJECT NO.: 413-08
SUBJECT: LLA 98-267
LOT LINE ADJUSTMENT
THE FOLLOWING ITEMS ARE TRANSMITTED: ® HEREWITH
❑ UNDER SEPARATE COVER VIA: DELIVERY
NO. OF
ITEMS
1 1 1 ORIGINAL LOT LINE ADJUSTMENT LEGAL AND PLAT
THE ABOVE ITEMS ARE SUBMITTED:
❑ AT YOUR REQUEST ® FOR YOUR ❑ FOR YOUR FILES
REVIEW
❑ FOR YOUR APPROVAL ❑ FOR YOUR USE ❑ FOR YOUR INFORMATION
GENERAL REMARKS:
® ENCLOSURE
❑ COPIES TO:
BY: Chris Bergh
Nos
Norse Dokich Schultz
RECORDING REQUESTED BY
AND WHEN RECORDED MAIL TO:
KSL LAND CORPORATION
56-140 PGA Blvd.
La Quinta, CA 92253
Atten: Legal Department
MAIL TAX STATEMENTS TO
Same as above
APN: 769-670-031 to 033; 769-690-001-039, TRA: 020-051
Space above this line for Recorder's Use
GRAN DEED''
(Tract 24890-6)
THE UNDERSIGNED GRANTOR DECLARES:
Documentary Transfer Tax is $
Computed on the full value of the interest or property conveyed, or is
Computed on the full value less the value of liens or encumbrances remaining thereon at the time of sale.
FOR VALUABLE CONSIDERATION, the receipt of which is hereby acknowledged, KSL LAND CORPORATION,
a Delaware corporation hereby GRANT(S) to KSL LAND CORPORATION, a Delaware corporation the following
described real property in the County of Riverside, State of California:
SEE EXHIBITS "A" and "B" ATTACHED HERETO AND INCORPORATED
HEREIN BY REFERENCE
"THIS GRANT DEED IMPLEMENTS THE REVISED LOT CONFIGURATIONS PURSUANT
TO LOT LINE ADJUSTMENT NO. 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 SAID LOT
LINE ADJUSTMENT AS APPROVED."
Dated: �
KSL ND CORPORATION, a Delaware corporation
Larry ichliter, As President
citrus. 24890-6.11a98. ded11-77
STATE OF CALIFORNIA
) ss
COUNTY OF RIVERSIDE )
On • 15 , 1998, before me, BARBARA LARSH, a Notary Public
in and for said State, personally appeared LARRY E. LICHLITEW-lof--
personally known to me or ❑ proved to me on the basis of satisfactory
evidence to be the person whose name is subscribed to the within
instrument and acknowledged to me that he executed the same in his
authorized capacity, and that by his signature on the instrument the
person, or the entity upon behalf of which the person acted, executed
the instrument.
WITNESS my hand and official seal.
No ay Public in and for Said State
FOR NOTARY SEAL OR STAMP
SAFMM LAW
Cp11M111Mi00 oil
Cdft*
2"
ww i" Caro
* Catm1. E*MM 0@0 2% l00�
citrus. 24890-6. 1108. ded/I -77
FILE COPY
78-495 CALLE TAMPICO -- LA QUINTA, CALIFORNIA 92253 - (760) 777-7000
FAX (760) 777-7101
TDD (760) 777-1227
April 13, 1998
Mr. Chris Bergh
MDS Consulting
79-799 Old Avenue 52
La Quinta, Calif. 92253
SUBJECT: Lot Line Adjustment 98-267 Correction
Dear Ms. Bergh,
Your Lot Line Adjustment request has been plan checked and the following revisions
are necessary:
1 . Legal Description, Lot 43, Page 18, last line: "an arc length of 29.96 feet"
should be corrected to "an arc length of 26.96 feet".
2. Legal Description caption for Lots 1, 25 through 29, 57 through 63, Lot A
and B all require the recordation data to be completed from Parcel Merger 98-
335.
Please correct the Exhibits and submit the new Exhibits and we will then complete
the processing.
Should you have any questions, please call me at (760) 777-7064.
Very truly yours,
JERRY HERMAN
COMMUNITY DEVELOPMENT DIRECTOR
, <r-3 a,,O try
STAN B. SAWA
Principal Planner
sbs
c: Cindy Zamorez, KSL Land Corp.
Itr corr Ila 98-2MAILING ADDRESS — P.O. BOX 1504 — LA QUINTA, CALIFORNIA 92253
•
DEVELOPMENT CORPORATION
TRANSMITTAL SHEET
To: Stan Sawa, City of La Quinta/Community Development Department
From: Cynthia Zamorez
Date: August 17, 1998
Subject: Desert Housing, LLC; Conformed Copy of Recorded LLA 98-267 (Tract 24890-6)
Via...
= Hand -Delivery
0 Inter -Office Facsimile F7X
U. S. Mail
0 Federal Express
Stan:
O
Per Your Request
0
For Your Review/Comment(s)
CD
For Your Information
40
For Your Files
C)
For Your Approval
C)
Per Our Conversation
O
Copied:
CD
See Note(s) Below
CD
CONFIDENTIAL
O
Please Respond
•
Please Handle: Final
CD
Certificate of Compliance
Enclosed Please Find:
Qty Name/Description of Enclosures:
° 1 Conformed Copy of LLA 98-267
°
°
°
°
°
°
AUG11998
CITY OF LAOUINTIA.
PLANNING DEPAPTMEP.IT
55-920 PGA Boulevard La Quinta, California 92253 (760) 564-7166 Fax (760) 771-3503
�/Jr/CiPI Certified to be a true and correct
RECO DING RE UESTED BY copy Of GRANT DEED
AND WHEN RECORDED MAIL TO: Recorded AUGUST 14, 1998
Desert Housing, LLC
As Instrument No. 341102
C/o Catellus Residential Group, Inc. of Official Records of RIVERSIDE ' -SI 5 Park Plaza, Suite 400 County, Californi`����:t�
Irvine, CA 92614 By
�-�
MAIL TAX STATEMENT TO FIDELITY NATIONAL TITLE CO.
Same as above
APN: 769-670-031 — 033
769-700-002 - 037
TRA 020051
GRANT DEED
THE UNDERSIGNED GRANTOR DECLARES.
Documentary Transfer Tax is $ 0
Computed on the full value of the interest or property conveyed, or is
Computed on the full value less the value of liens or encumbrances remaining thereon at the time of sale.
FOR VALUABLE CONSIDERATION, the receipt of which is hereby acknowledged, Desert Housing, LLC, a Delaware Limited
Liability Company herebi GRANT(S) to Desert Housing, LLC, a Delaware Limited Liability Company the following described
l0 real property in the County of Riverside, State of California;
SEE EXHIBITS "A" and "B" ATTACHED HERETO AND INCORPORATED HEREIN
BY REFERENCE
"THIS GRANT DEED IMPLEMENTS THE REVISED LOT CONFIGURATIONS PURSUANT TO LOT LINE
ADJUSTMENT NO 98-267, 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 NONESSENTIAL SECONDARY FUNCTION OF THIS DEED. THE PRIMARY
FUNCTION OF THE DEED IS TO PROVIDE CONSTRUCTIVE NOTICE OF THE REVISED LOT
CONFIGURATION TO GOVERNMENT CODE SECTION 66412(d), AND TO PERFECT THE INTENT OF
SAID LOT LINE ADJUSTMENT AS APPROVED."
Dated: AUGUST 7, 1998
STATE OF CALIFORNIA )
) ss
COUNTY OF RIVERSIDE )
Desert Housing, LLC, a Delaware Limited Liability Company
BRUC• HMON
0nQL"&+'7g 14 4$, before me a Notary Public in and for
said St e, personally Z t�h�"' personally known to me or
to be the person who so name is
subscribed to the within instrument
and acknowledged to me that he executed the same In his authorized capacity, and that by the
signature of the instrument the person, or the of which the person acted executed the
Instrument
WITNESS my hand and official seal
Notary Public in and for Said State
UNDA K flANNELLY
Commission 0 1164891
Notary Public - CaGfamia
Orange County
My Comm. Expires Dec 8, 2001
=-i rn ::4
-T^-^Zcnm
o
aZ��oo
r^=�=
C-.N-+ z I -a
=pc-ccuZi
m Big Ri
Z Z Z� n
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- I ND
CO2
—» I)SHEET 1 OF 11
EXHIBIT B
LOT LINE ADJUSTMENT NO. 98-267
APPROVED BY COMMUNff DEVELO W DE"
BY �s ,.,,CATE 111 '1
�c EXHIBIT a I
A a CASE NO. Lt.-k
az �2 1------- EXISTING LOT LINE TO BE ADJUSTED
61 3J EXISTING LOT LINE TO REMAIN
a0 -- NEW LOT LINE
�i 4' ` TRACT BOUNDARY
s 4 OLD LOT NO.
a 4 NEW LOT NO.
- 57 �7
56 a -
_ _ NOTE: ALL DIMENSIONS ARE RECORD
55 =_ - OR CALCULATED FROM RECORD PER
TRACT NO. 24890-6. M.B. 225/11-17,
T6 - AND PER PARCEL MERGER 98-335.
- 11 SHEET 4
--- 12
52 - -
_ S1 13 -
SHEET 5
15 /4! _--
ta
48
47 -
-=� - `s NOT TO SCALE
_45 ii--
20
_ 44
,3 21
O
42
i
�, �o
�\
i
i
41 i24 .:
40 4 25
26
27
28
3e� 1 %34 33 32 29
� 3y1 1 � /
37 i 361 30 TgNCEtO
LOT LINE AJUSTW
CITY .OF LA QUINTA
NO. 98-267
EXHIBIT WB" " SHEET 2 OF 11
LOT LINE ADJUSTMENT NO. 98-267 SEE SHEET 1 FOR LEGEND
LOTS 1, 30 & 70, PARCEL MERGER 98-235
TOGETHER WITH LOTS 2-29, 36-69 OF
TRACT NO. 24890-6, M.B. 225/11-17
�N T05, d - ' 40' 41"
`��� 4 2' 34 520R=2899. 00, L =1704. 01,
•
4=1' 19' 38' L=130.59442' 06"
' _1.
L=67. 15, /+ 4=1' 15' 14" L=86. pg,
_ Q,1 ,
"
3 44' 1 � 1' 18' 12" L�3 7p5
P d�/ / I B L' 8. 73. -�
/ RACy
I
SCALE 1" =60'
5�
a� N �A2126g3
19
I b® liF I. cv O
LOT w 1 i 1 �, i� 24890.E
�5
PARCEL z b �.®. ^ �;v a2���%%%% Co
MERGER 98 335 ► 12
89 L=44. 29' 1 L-13. 10. G I
L�2 8 A=T 58' 47" A=7' 45' 54" 1 L --62 l
p;9' 31 6=16 44' 41" L=87. 39' 4=1' 1858 " F /
16' 29" R=318.00' L=140.28 4'1.42' Or L�12 4=5 22' l
25 M tMVATE D 4::r31. 05 ,1 " 4=1' 39' 21 30 / E
e 25 16' 29" "R=2 2.00'� L=124.�40' 4 ;31' OS' 499 R 275i 0' - :9. 42'
p.1T 19' 02 =8 �/ e=3917' 4=O..1 ' 6' 4`l ' 46' 1 ?" � ?83, . 00, L=1473 SS
tip/ � 4�• 1 19'5T
R 2715. 00 1 �39 , 78.
4
AN
2 PARCEL
58, 56.29'
14'59" W 111.67' 33.85'
N81'30'0,
45.06'
CURVE TABLE
A
R
L
T
A
O'14'27"
2899.00'
12.19'
6.09'
O'03'18"
2899.00'
2.78'
1.39,
O'23'54"
2899.00'
20.15'
10.08'
1'21'30"
2751.00'
65.22'
32.61'
IQ
O'14'27"
2751.00'
11.57'
5.78'
0'03'18"
2751.00'
2.64'
1.32'
0'23'54"
2751.00'
19.13'
9.56'
62 to
LOT T 70
N MERGER 2
6— 9.2-6
N 86'02'25' W
77.76'
61
LJ*
g o -335co
LAJ 60 a
S
z g^
as
L -71. i p.
4 G_34'SS" 4,1• 46,12
4 29' 06' 40"" R 2527 08 " 1 �7g 55,
75, 0
0, 1
1308. 32,
ti
LOT LINE ADJUSTMENT NO. 98-267
CITY,. OF LA QUINTA
EXHIBIT "j"
SHEET 3 OF 11
LOT LINE ADJUSTMENT NO. 98-267
LOTS 1, 30 & 70, PARCEL MERGER 98-335
TOGETHER WITH LOTS 2-29, 36-69 OF
TRACT NO. 24890-6, M.B. 225/11-17
SCALE
Ra
_-
K_
..
7r
C�
81
ws
r
cc
CP
a=� vvr
Ns 1�.
ce
osCl �--
?
�
• O
"Io 70
r N INS
• v J .
J O pJ
NCO O�
rr•r
bo u 15,
Wr
0o W
c�
pa
Jr
r \
Ov
23'OT
18.27'
ID) _
n
v
pi
tnN r _
w
00� w
co
V
Q
AD)
AD)
�
_
18
18'J
SEE SHMT 4
CURVE TABLE
A
R
L
T
A
a04'16'
2575.00'
3.20'
1.60'
O'04'16"
2715.00'
3.37'
1.68'
iF
0.04'0T
2751.00'
3.20'
1.60'
O'13'45"
2751.00'
11.00'
5.50'
931'31"
2751.00'
1 25.22'
12.61'
SEE SHEET 1 FOR LEGEND
100
I
0'49'5T
2751.00'
1 40.00'
20.00'
J
MIT T
2751.00'
25.78'
12.89'
K
O'14'27"
2751.00'
11.57'
5.78'
L
0'04'00"
2899.00'
3.37'
1.69'
N
0Y13'46*
2899,00'
11.60'
5.80'
N
0'32' 13"
2899.00'
27.17'
13.58'
0
O'14'27"
2899.00'
12.19'
6.09'
1rP"
w C-4
1 1
'r1u
LOT LINE ADJUSTMENT NO. 98-267
CITY,.OF LA QUINTA
EXHIBIT '"3"
LOT LINE ADJUSTMENT NO. 98-267
LOTS 1, 30 & 70, PARCEL MERGER 98-335
TOGETHER WITH LOTS 2-29, 36-69 OF
TRACT NO. 24890-6, M.B. 225/11-17
57 69
SEE SHMT 3
18' 18'
19'27'34 E 140.00' (RAD)00
00
H ri
56 60 �N N
00 N
io
N 20'54'54" E 140.00' RAD L • c
> n a
N 21'09'30" E 140.00' (RAD)
"
00
67-_
.0v
00
v
f .
"'
2z1o1
4
^+ d=O'33'29'
55
^C
t
L=26.45'
�•II
J
M �^a�
J
22'22'14"-E
�°',"',
�
orn
o c
M
--N -140.00_(RAD) _
_ _
A=0'33'29'
-
t01�
.r `r
,o,
cn .
•r rn
L=25.08'
.a -j
M
J •il
o
N 2755'4 E 140.00' (RAD)
t
0 0 ;t
66
�M
°�
N_
7osc}
54
cr v Qi ,.-
a _' N 23*49-34' E
_ _ _ 140_00'1RAD)_
a
•11 �i
_ t
C147
C NN
"t'• a
M N
0 of 6 5
_• N i0 to M
Lo O O
11
N 24'41'
cil+ 55' E 140.00' (RAD)
iT. u
-' a a c c c.
a
: 8
O
v
`t
�' -
N 25'16' _ -"-'
ip t 54" E 140.00'
O��
n
(RAD)
-t
hli
^n
ili,/
� � C
N^
53 64
^ o
Q--j
N 26'28'07"a
E 140.00' RAD
A
c �>
N 26'44' 14" E 140.00 (�) - C
52 63
CURVE TABLE
A
R
L
T
O'16'07"
2575.00'
12.07'
6.04'
O'34'59"
2575.00'
26.21'
13.11'
914'36'
2575.00'
10.93'
5.47'
IG
a04'16'
2575.00'
3.20'
1.60'
916'07"
2715.00'
12.73'
6.37'
0'34'59"
2715.00'
27.64'
13.82'
O' 14'3fi
2715.00'
11.53'
5.77'
O'04'16'
2715.00,
3.37'
1.68'
SEE SHEET 5
SHEET 4 OF 11
SEE SHEET 1 FOR LEGEND
1
906'26"
2751.00'
5.15'
2.57'
J
O'24'12"
2751.00'
19.37'
9.68'
K
O'04'00"
2751.00'
3.20'
1.60'
L
a06'2C
2899.00'
5.43'
2.71'
f�
O'04'00"
2899.00'
3.37'
CD
1`
M r'7
is
SCALE 1" =60'
LOT LINE ADJUSTMENT NO. 98-267
CITY r OF LA QUINTA
EXHIBIT "B"
LOT LINE ADJUSTMENT NO. 98-267
LOTS 1, 30 & 70, PARCEL MERGER 98-98-335
TOGETHER WITH LOTS 2-29, 36-69 OF
TRACT NO. 24890-6, M.B. 225/11-17
SEE SHEET 4
SEE SHEET 6
CURVE TABLE
A
R
L
T
A
O'21'37"
2575.00'
16.19'
8.09'
B
O'02'45"
2575.00'
2.06'
1.03'
C
O'16'07"
2575.00'
12.07'
6.04'
D
a21'37"
2715.00'
17.07'
8.53'
E
0'02'45"
2715.00'
2.17'
1.08'
F
0' 16'07"
2715.00'
12.73'
6.37'
G
al V19"
2751.00'
9.05'
4.53'
H
O'06'26"
2751.00'
S.15'
I
al 1' 19"
2899.00'
9.54'
4.77'
J
a06'26"
2899.00'
1 5.43'
L 2.71'
SHEET 5 OF 11
SEE SHEET 1 FOR LEGEND
'�'�*100�
SCALE 1" =60'
LOT LINE ADJUSTMENT NO. 98-267
CITY OF LA QUINTA
EXHIBIT "�"
LOT LINE ADJUSTMENT NO. 98-267
LOTS 1, 30 & 70, PARCEL MERGER 98-335
TOGETHER WITH LOTS 2-29, 36-69 OF
TRACT NO. 24890-6, M.B. 225/1 1-17
61 SEE SHEET 6
- N 31_06'14" E 140.00' RAD 18' 18'
35,
A=O'40'29" 50 A-O'40'29"
SCALE 1" =60' L=30.32' L=31.97' Q;
CURVE TABLE
p
R
L
T
O'09'46*
2575.00'
7.31'
3.66'
0*09-07"
2575.00'
6.83'
3.41'
O'27'59"
2575.00'
20.96'
10.48'
O'09'46'
2715.00'
7.72'
3.85'
O'09'07'
2715.00'
7.20'
3.60'
IL
0�27'S9'
2715.00'
22.10'
11.05'
O'18'38"
2751.00'
14.91'
7.46'
0'00'51
2751.00'
0.70'
0.35'
916'53"
2751.00'
13.52'
6.76'
C 18'38'
2899.00'
15.71'
7.86'
O'00'53"
2899.00'
0.74'
0.37'
9 16'53"
2899.00'
1 14.24'
7.12'
n
J --
cpp
J
cq II
•IQI J
v-a
O�
•f 11 p
J J J
�
G :1 N
O' O cNp
ce wi - N t!
h
SEE SHEET 7
SHEET 6 OF 11
SEE SHEET 1 FOR LEGEND
I
i
. 'D
_____N 34'31'16" E 148.00'
H �/ _L4- .-------
4N 34'32'09" E 148.00' K
17
DETAIL (NO SCALE)
LOT LINE ADJUSTMENT NO. 98-267
CITY ,OF LA QUINTA
EXHIBIT =B"
LOT LINE ADJUSTMENT NO. 98-267
LOTS 1, 30 & 70, PARCEL MERGER 98-335
TOGETHER WITH LOTS 2-29, 36-69 OF
TRACT NO. 24890-6, M.B. 225/11-17
N
S 47
H 9EE &.EET 6
18'
a' N 3705'
o P g r 20" E 140.00'
• Il r
: II ' °°
, p
Io cJ V o- a 10 p
N rn• .6
i V 0
I
v ". ; LJ
!rN qp
46 N _U
o 38'22'54" C5
r
14Q.2QC to
to
c., 4 N 51 �32" E 1 O co 6; V �' o
� o
N 34' 15'00" E
42
51
CURVE
TABLE
A
R I
L
T
8
2'52'03
167.00'
8.36'
4.18'
C
2'52'03'
302.00'
15.12'
7.56'
D
0'08'27'
2715.00'
6.68'
3.34'
E
Or47'30'
2715.00'
37.51'
18.76'
F
O'58'4r
2715.00'
46.36'
23.18'
G
O'28'38"
2715.00'
22.61'
11.31'
0*09*46"
2715.00'
7.72'
3.85'
1
9'37'21'
338.00'
56.77'
28.45'
SHEET 7 OF 11
SEE SHEET 1 FOR LEGEND
J
2'13'36*
338.00'
13.14'
6.57'
8'20'3S'
338.00'
49.21'
24.65'
L
V34' 13'
338.00'
26.96'
13.49'
6'06'4Y
338.00'
36.06'
18.05'
3'35'5T
400.00'
25.12'
12.56'
0
752'50"
400.00'
55.02'
27.55'
P
733'49"
400.00'
52.80'
26.44'
3'25'29"
400.00'
23.91'
11.96'
R
O'28'38"
2575.00'
21.45'
10.72'
S
O'09'46"
2575
oo�
SCALE 1" =60'
LOT LINE ADJUSTMENT NO.
CITY r OF LA QUINTA
98-267
EXHIBIT"B "• w '"tr-1 d ur „
LOT LINE ADJUSTMENT NO. 98-267 SEE SHEET 1 FOR LEGEND
_OTS 1, 30 & 70, PARCEL MERGER 98-335
FOGETHER WITH LOTS 2-29, 36-69 OF
FRACT NO. 24890-6, M.B. 225/11-17
D
1
B 4--Z7
l n 56.2e ` 1a �\ ` \\� LOT 30O
-A W
g I at
u2� 29 \\w 24
LSN/ 27
23
21 r 1/ O I-,► v � r'c'�t v� ` � \� \, pp 2 -i s E J Q:
221I� 'J•\
oI G� o I--,-.�\ 3A
g' 3 L48'
L .mil
% 4a4 j. 07, 12OR_ d 16' 00' 07"
02.00' L 248.36
�'
G,45.26, 1
4-2n•Rn38."00' L=268.05� �_ o
o ✓ j l 4=14' 06' 18"
o / i
L=83. 2l' A\,,
��,
SN o
11
/
b N
04
/ :l
^ /
S
/ 42
/bh
0
ho /
51
CURVE TABLE
p
R
L
T
A
2'52'03"
167.00'
8.36'
4.18'
B
0' 19' 17'
647.00'
3.63'
1.81'
C
2' 17-36'
647.00'
25.90'
12.95'
D
934'32"
647.00
6.50'
3.25'
E
0'34'32"
782.00,
7.86'
3.93,
F
736'53"
782.00'
35.69'
17.85'
G
0' 19' 17"
782.00'
4.39'
2.19'
2'52'03"
302.000
15.12'
j7.56'
I
86'07'05"
25.00'
37.58'
23.36'
_ A
R
L
T
J
10'41'23"
118.00,
22.02'
11.04'
K
21'03'52"
118.00'
43.38'
21.94'
L
3'25'29"
400.00'•
23.91'
' I
11.96'
SCALE 1" =60'
LOT LINE ADJUSTMENT NO. 98-267
CITY OF LA QUINTA
EXHIBIT 1
7" s SHEET 9 OF 11
LOT LINE ADJUSTMENT NO. 98-267 SE SHEET 1 FOR LEGEND
LOTS 1, 30 & 70, PARCEL MERGER 98-335
TOGETHER WITH LOTS 2-29, 36-69 OF
TRACT NO. 24890-6, M.B. 225/11-17
48PL.
a/s�2,s� T 1
�o ,l 34
vrl� �� e
r � /1 �I
A=10'41'23" o 2/ ti4 %ol .6 � � &N) � 4 u
L=22.02/ ' o��`��O ��r �ti Z�490 (�1383.1�•46W 13S
41 ! s 4s• ' %J;���wj �001�0�
T �; D 4"24. 4!� 41.30, N W
O
dy0 w� \D� a46'19-� 1 �'P9p�S�9• C to`o 4,/
40
'S65 49 `� �� 35 h��a
�r' ,�o,. ,��r �p o$ �%G•gj zl
0 P 4,$ L=27.09'
H � N 8511' 16' E 124.70
N 7553'41" E_ o �\y� 6g•4238'�`` 1-47, 8
ov
� h , par �;�'o ��, W 1��
boo d0�'N 8746'49" E - R o` G N ��9p9`��+ 3 6 4j3d
00 0� o ti �hr �RAD� 99 I E R45 ��5g J��F 8T08'
0� W
(RAD) �I 5� D ___ N,_
' ��;t U F, 1 N 44'09' 17" W tRAD� Q'
N 8� 10'00 E� i 6 00�' i F N (�) 91'
°a 44
�S �
N 7535'00 E q I �\ L Jy M
I o
38
N 6628'OS" E �,, �� �' I rn
Gi
s..\ 37
AD 46 ,
I ,� ! . D
_ RW F �s� ' s ti
a 5511'49' E d n TS
NB.
SCALE 1"=60' i W ro 4528'4_1' w
I
4 18' 7.49'
17 51"
CURVE TABLE
A
R
L
T
A
14'41'52"
180.00'
46.17'
23.21'
B
8'05'53"
178.00'
25.16'
12.60'
C
16'17'22"
178.00'
50.61'
25.48'
D
133' 11'32"
25.00'
58.12'
57.76'
E
6714'06"
45.00'
48.88'
27.16'
F
62'26'07"
45.00'
49.04'
27.27'
G
70'27'04"
45.00'
55.33'
31.77'
H
6753'45"
45.00'
49.40'
27.52'
I
26 23' 19"
45.00'
22.30'
11.38'
J
33*50'47"
45.00'
26.58,
13.69'
K
11'55'28"
45.00'
9.37'
4.70'
L
50'30'39"
1 45.00'
39.67'
21.23'
715'55"
45.00'
1.78'
0.89'
N
68' 11 ' 11 "
45.00'
53.55'
30.46'
0
22'59'48"
45.00'
18.06'
9.15'
P
3953-57"
45.00,
31.34'
16.33'
24'26'49"
100.00'
42.67'
21.66'
R
5'53'08"
100.00'
10.27'
5.14'
S
18'33'41"
100.00'
32.40'
16.34'
(T>
28'05'00"
132.00'
64.70'
33.01'
U
9'56'57"
132.00'
22.92'
11.49'
V
18 08'03"
132.00'
41.78'
21.07'
600,27"
132.00'
13.84'
6.93,
X
1707'36"
132.00'
27.94'
14.02'
EXHIBIT 11B 11
LOT LINE ADJUSTMENT NO. 98-267
LOTS 1, 30 & 70, PARCEL MERGER 98-335
TOGETHER WITH LOTS 2-29, 36-69 OF
TRACT NO. 24890-6, M.B. 225/11-17
/N39'1i'16`W
� ?PRCj
ri
4
O
fto
27
26
CURVE TABLE
# R L T
A O'34'32" 647.00' 6.50' 3.25'
D
F
O'34'32"
5'49'56"
782.00'
818.00'
7.86'
83.27'
3.93'
41.67'
G
3'24'20"
818.00'
48.62'
24.32'
H
4'61
36-28F
00'
*
575'
27.55'
IJ
11*50'57'
61.00,
12.61'
6.33'
11'18'26'
61.00'
12.04'
6.04'
K
25'27'06"
61.00'
27.10'
13.78'
L
'
'q2'3
982.0
.
7876'
39.40'
982.00'
66.23'
33.13'
N
982.00'
'
4.65'
0Q
0.
982.00'
1.94'
0.97'
P
178.00'
13.83'
6.92'
R
10'45'09
8'S1'03"
220.00'
220.00'
41.28'
33.99'
20.70'
17.03'
SHEET 10 OF 11
SEE SHEET 1 FOR LEGEND
( N
� J
� 0
SCALE 1" =E
N 5947'2T W
LOT LINE ADJUSTMENT NO.
CITY, OF LA QUINTA
98-267
EXHIBITB" SHEET 11 OF „
LOT LINE ADJUSTMENT NO. 98-267 SEE SHEET 1 FOR LEGEND
LOTS 1, 30 & 70, PARCEL MERGER 98-335
TOGETHER WITH LOTS 2-29, 36-69 OF
TRACT NO. 24890-6, M.B. 225/11-17
SCALE
pM
,I h
J.
M
O
11
_ N 39' 11' 16" w''1
PRc (RUDY -
00,
o�
h
v �
t\
Il
I< 1
ilJfor'
T !O
CURVE
TABLE
R
L
T
A
15'0,'55"
338.00'
88.68'
44.59'
B
1754'46"
338.00'
76.17'
38.25'
C
7'37'35"
338.00'
44.99'
22.53'
F
9' 14' 16"
818.00'
131.89'
66.09'
G
T2420"
818.00`
48.62'
24.32'
H
26'04'33"
167.00'
76.00'
38.67'
I
7'54117"
7.00'
23.04'
11.54'
J
10-45,09"
0.00'
t220.00-
41.28'
20.70'
K
8-51,03"
33.99'
17.03'
24 0 90-3
217-/99-103
6-1'35'2� ��g.38'
R=302.00
39
N 50'48' 44"E
15.89'
L 1
2'27'31
647.00'
27.76
.13.88'
3'26'16'
473.00'
28.38'
14.19'
15'45'55'
782.00'
215.18'
108.27'
LOT LINE ADJUSTMENT NO. 98-267
CITY OF LA QUINTA
LOT LINE ADJUSTMENT 9807 APPROVISY COMMUNITY DEVELOPMENT DEPT
EXHIBIT "A" By'!^ DATE 2'
EXHIBIT L t p4 l 0- ���
LOT 1 CASE NO. U ._..�
THAT PORTION OF LOT 1 AS SHOWN BY PARCEL MERGER NO. 98-335, RECORDED AUGUST 12,
1998, AS INSTRUMENT NO. 337138; TOGETHER WITH THAT PORTION OF LOT 2 OF TRACT NO.
UINTA, AS PER MAP ON FILE IN BOOK 225, PAGES 11 THROUGH
, INCLUSIVE EIN OF MAPS THE
HE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY,
17
DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHWEST CORNER DIUS OFD 2895.00 FEETLOT 2, SAIDPAINT RADIAL NLINENA CURVE
THROUGH
CONCAVE SOUTHWESTERLY HAVING A OF
SAID POINT BEARS NORTH 8025'08' EAST; THENCE SOUTHEASTERLY ALONG THE NORTHERLY
LINE OF SAID LOT 2, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1°15'14% AN ARC
LENGTH OF 63.44 FEET; THENCE SOUTH 9040'22' WEST, 148.00 FEET, TO THE SOUTHERLY
LINE OF SAID LOT 2, SAID POINT BEING THE BEGINNING OF A CURVE CONCAVE SOUTHERLY
HAVING A RADIUS OF 318.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH
9040'22' EAST; THENCE SOUTHWESTERLY ALONG THE SOUTHERLY LINE OF SAID LOT 2 AND
LOT 1, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 15044'41', AN ARC LENGTH OF
87.39 FEET; THENCE NORTH 6004'19" WEST, 163.11 FEET, TO THE NORTHWEST CORNER OF
SAID LOT 1, SAID POINT BEING THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY
HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH
7005'30' EAST; THENCE SOUTHEASTERLY ALONG THE NORTHERLY LINE OF SAID LOT 1,
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1 °19'38', AN ARC LENGTH OF 67.15
FEET, TO THE POINT OF BEGINNING.
LOT 2
THAT PORTION OF LOTS 2 AND 3 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 2, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 10004'16" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHERLY LINE OF SAID LOT 3, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
1018'12", AN ARC LENGTH OF 65.94 FEET; THENCE SOUTH 11022'28" WEST, 148.00 FEET, TO
THE SOUTHERLY LINE OF SAID LOT 3, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2751.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 11022'28" EAST; THENCE NORTHWESTERLY ALONG THE SOUTHERLY LINE OF
SAID LOTS 3 AND 2, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1°42'06% AN ARC
LENGTH OF 81.71 FEET; THENCE NORTH 9040'22" EAST, 148.00 FEET, TO THE NORTHERLY LINE
OF SAID LOT 2, SAID POINT BEING ON A CURVE CONCAVE SOUTHWESTERLY HAVING A
RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 9040'22" EAST;
THENCE SOUTHEASTERLY ALONG THE NORTHERLY LINE OF SAID LOT 2, ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 0023'54', AN ARC LENGTH OF 20.15 FEET, TO THE POINT OF
BEGINNING.
LOT 3
THAT PORTION OF LOTS 3,4 AND 5 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN OF MAPS IN
THE OFFICE OF
THE COUNTY RE
CORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 3, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY
HAVING
25'46�EAST;DIUS OTHENCE SOUTHEASTERADIAL
RLY LINE
ALONGTHROUGH THE
SAID POINT BEARS NORTH
PAGE 1
G:W13\08\L.EGALSu,LA.DOC
NORTHERLY LINE OF LOTS 4 AND 5, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
1 °35'57", AN ARC LENGTH OF 80.92 FEET; THENCE SOUTH 13001'43" WEST, 148.00 FEET, TO
THE SOUTHERLY LINE OF SAID LOT 5, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2751.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 13001'43" EAST; THENCE NORTHWESTERLY ALONG THE SOUTHERLY LINE OF
LOTS 5, 4 AND 3, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1 °39'15", AN ARC
LENGTH OF 79.42 FEET; THENCE NORTH 11 °22'28" EAST, 148.00 FEET, TO THE NORTHERLY
LINE OF SAID LOT 3, SAID POINT BEING ON A CURVE CONCAVE SOUTHWESTERLY HAVING A
RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 11022'28" EAST;
THENCE SOUTHEASTERLY ALONG THE NORTHERLY LINE OF SAID LOT 3, ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 0003'18% AN ARC LENGTH OF 2.78 FEET, TO THE POINT OF
BEGINNING.
LOT 4
THAT PORTION OF LOTS 5 AND 6 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 5, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 14008'46" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHERLY LINE OF SAID LOT 6, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0032'13", AN ARC LENGTH OF 27.17 FEET; THENCE SOUTH 14040'59" WEST, 148.00 FEET, TO
THE SOUTHERLY LINE OF SAID LOT 6, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY, HAVING A RADIUS OF 2751.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 14040'59" EAST; THENCE WESTERLY ALONG THE SOUTHERLY LINE OF SAID
LOTS 6 AND 5, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1°39'16", AN ARC LENGTH
OF 79.44 FEET; THENCE NORTH 13001'43" EAST, 148.00 FEET, TO THE NORTHERLY LINE OF
SAID LOT 5, SAID POINT BEING ON A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS
OF 148.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 13001'43" EAST; THENCE
EASTERLY ALONG THE NORTHERLY LINE OF SAID LOT 5, ALONG SAID CURVE THROUGH A
CENTRAL ANGLE OF 1007'03", AN ARC LENGTH OF 56.54 FEET, TO THE POINT OF BEGINNING.
LOT 5
THAT PORTION OF LOTS 6 AND 7 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17,. INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 6, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 15030'16" EAST; THENCE EASTERLY ALONG THE NORTHERLY LINE
OF SAID LOT 7, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 0°49'59", AN ARC
LENGTH OF 42.15 FEET; THENCE SOUTH 16020'15" WEST, 148.00 FEET, TO THE SOUTHERLY
LINE OF SAID LOT 7, SAID POINT BEING ON A CURVE CONCAVE SOUTHWESTERLY HAVING A
RADIUS OF 2751.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 16020'15-SAID;
THENCE WESTERLY ALONG THE SOUTHERLY LINE OF SAID LOTS 7 AND 6, ALONG
CURVE THROUGH A CENTRAL ANGLE OF 1039'16", AN ARC LENGTH OF 79.44 FEET; THENCE
NORTH 14040'59" EAST, 148.00 FEET, TO THE NORTHERLY LINE OF SAID LOT 6, SAID POINT
BEING ON A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A
RADIAL LINE THROUGH SAID POINT BEARS NORTH 14040'59" EAST; THENCE EASTERLY ALONG
THE NORTHERLY LINE OF SAID LOT 6, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0049'17", AN ARC LENGTH OF 41.56 FEET, TO THE POINT OF BEGINNING.
PAGE 2
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• 0
LOT 6
THAT PORTION OF LOTS 7 AND 8 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 7, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 16051'46" EAST; THENCE EASTERLY ALONG THE NORTHERLY LINE
OF SAID LOT 8, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1°07'45', AN ARC
LENGTH OF 57.13 FEET; THENCE SOUTH 17059'31' WEST, 148.00 FEET, TO THE SOUTHERLY
LINE OF SAID LOT 8, SAID POINT BEING ON A CURVE CONCAVE SOUTHWESTERLY HAVING A
RADIUS OF 2751.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 17°59'31' EAST;
THENCE WESTERLY ALONG THE SOUTHERLY LINE OF SAID LOTS 8 AND 7, ALONG SAID
CURVE THROUGH A CENTRAL ANGLE OF 1039'16', AN ARC LENGTH OF 79.44 FEET; THENCE
NORTH 16020'15" EAST, 148.00 FEET, TO THE NORTHERLY LINE OF SAID LOT 7, SAID POINT
BEING ON A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A
RADIAL LINE THROUGH SAID POINT BEARS NORTH 16020'15' EAST; THENCE EASTERLY ALONG
THE NORTHERLY LINE OF SAID LOT 7, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0031'31", AN ARC LENGTH OF 26.58 FEET, TO THE POINT OF BEGINNING.
LOT 7
THAT PORTION OF LOTS 8, 9 AND 10 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS
PER MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE
OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 8, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 18013'16' EAST; THENCE EASTERLY ALONG THE NORTHERLY LINE
OF SAID LOTS 9 AND 10, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1°25'30", AN
ARC LENGTH OF 72.10 FEET; THENCE SOUTH 19038'46' WEST, 148.00 FEET, TO THE
SOUTHERLY LINE OF SAID LOT 10, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2751.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 19038'46' EAST; THENCE WESTERLY ALONG THE SOUTHERLY LINE OF SAID
LOTS 10, 9 AND 8, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1°39'15", AN ARC
LENGTH OF 79.42 FEET; THENCE NORTH 17059'31' EAST, 148.00 FEET, TO THE NORTHERLY
LINE OF SAID LOT 8, SAID POINT BEING ON A CURVE CONCAVE SOUTHWESTERLY HAVING A
RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 17°59'31" EAST;
THENCE EASTERLY ALONG THE NORTHERLY LINE OF SAID LOT 8, ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 0013'45', AN ARC LENGTH OF 11.60 FEET, TO THE POINT OF
BEGINNING.
LOT 8
THAT PORTION OF LOTS 10 AND 11 OF TRACT NO.24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 10, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 20056'16' EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 11, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0021'46", AN ARC LENGTH OF 18.36 FEET; THENCE SOUTH 21 °18'02" WEST, 148.00 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 11, SAID POINT BEING ON A CURVE OONCAVE
PAGE 3
G:W13\08\LEGALS\LLA.D0C
SOUTHWESTERLY HAVING A RADIUS OF 2751.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 21018'02' EAST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF SAID LOTS 11 AND 10, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1039'16',
AN ARC LENGTH OF 79.44 FEET; THENCE NORTH 19038'46" EAST, 148.00 FEET, TO THE
NORTHEASTERLY LINE OF LOT 10, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 19038'46' EAST; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE
OF SAID LOT 10, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1 °17'30", AN ARC
LENGTH OF 65.35 FEET, TO THE POINT OF BEGINNING.
LOT 9
THAT PORTION OF LOTS 11 AND 12 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF LOT 11, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 22017'46" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 12, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0039'32", AN ARC LENGTH OF 33.34 FEET; THENCE SOUTH 22057'18" WEST, 148.00 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 12, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2751.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 22057'18" EAST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF SAID LOTS 12 AND 11, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1-39'16",
AN ARC LENGTH OF 79.43 FEET; THENCE NORTH 21 °18'02" EAST, 148.00 FEET, TO THE
NORTHEASTERLY LINE OF SAID LOT 11, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 11, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0059'44", AN ARC LENGTH OF 50.37 FEET, TO THE POINT OF BEGINNING.
LOT 10
THAT PORTION OF LOTS 12 AND 13 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 12, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 23039'16" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 13, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0057'18", AN ARC LENGTH OF 48.32 FEET; THENCE SOUTH 24036'34" WEST, 148.00 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 13, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2751.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 24036'34" EAST; THENCE NORTHWESTERLY ALONG THE SOUTHEASTERLY LINE
OF SAID LOTS 13 AND 12, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1°39'16% AN
ARC LENGTH OF 79.44 FEET; THENCE NORTH 22057'18" EAST, 148.00 FEET, TO THE
NORTHEASTERLY LINE OF SAID LOT 12, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 22057'18" EAST; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE
OF SAID LOT 12, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 0°41'58", AN ARC
LENGTH OF 35.39 FEET, TO THE POINT OF BEGINNING.
PAGE 4
G:W13\081LEGALS\LLA. DOC
LOT 11
THAT PORTION OF LOTS 13 AND 14 OF TRACT NO.24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 13, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 25000'46" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 14, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
1 °15'04', AN ARC LENGTH OF 63.30 FEET; THENCE SOUTH 26015'50' WEST, 148.00 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 14, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2751.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 26015'50" EAST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF SAID LOTS 14 AND 13, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1°39'16",
AN ARC LENGTH OF 79.44 FEET; THENCE NORTH 24036'34' EAST, 148.00 FEET, TO THE
NORTHEASTERLY LINE OF SAID LOT 13, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 24036'34' EAST; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE
OF SAID LOT 13, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 0°24'12", AN ARC
LENGTH OF 20.41 FEET, TO THE POINT OF BEGINNING.
LOT 12
THAT PORTION OF LOTS 14,15 AND 16 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS
PER MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE
OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 14, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 26022'16" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOTS 15 AND 16, ALONG SAID CURVE THROUGH A CENTRAL
ANGLE OF 1032'49', AN ARC LENGTH OF 78.27 FEET; THENCE SOUTH 27055'05" WEST, 148.00
FEET, TO THE SOUTHWESTERLY LINE OF SAID LOT 16, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2751.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 27055'05' EAST; THENCE NORTHWESTERLY ALONG THE
SOUTHWESTERLY LINE OF LOTS 16,15 AND 14, ALONG SAID CURVE THROUGH A CENTRAL
ANGLE OF 1039'15', AN ARC LENGTH OF 79.42 FEET; THENCE NORTH 26015'50" EAST, 148.00
FEET, TO THE NORTHEASTERLY LINE OF SAID LOT 14, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 26015'50" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 14, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0006'26", AN ARC LENGTH OF 5.43 FEET, TO THE POINT OF BEGINNING.
LOT 13
THAT PORTION OF LOTS 16 AND 17 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 16, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 29005'16" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 17, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0029'05", AN ARC LENGTH OF 24.53 FEET; THENCE SOUTH 29034'21" WEST, 148,00, FEET, TO
PAGE 5
G:k113W8\LEGALSILA.DOC
•
THE SOUTHWESTERLY LINE OF SAID LOT 17, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2751.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 29034'21" EAST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF SAID LOTS 11 AND 16, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1039'16",
AN ARC LENGTH OF 79.43 FEET; THENCE NORTH 27055'05" EAST, 148.00 FEET, TO THE
NORTHEASTERLY LINE OF SAID LOT 16, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 27055'05' EAST; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE
OF SAID LOT 16, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1 °10'11 ", AN ARC
LENGTH OF 59.18 FEET, TO THE POINT OF BEGINNING.
LOT 14
THAT PORTION OF LOTS 17 AND 18 OF TRACT NO.24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 17, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 30026'46" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 18, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0046'51", AN ARC LENGTH OF 39.51 FEET; THENCE SOUTH 31013'37" WEST, 148.00 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 18, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2751.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 31013'37' EAST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF SAID LOTS 18 AND 17, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1039'16',
AN ARC LENGTH OF 79.44 FEET; THENCE NORTH 29034'21" EAST, 148.00 FEET, TO THE
NORTHEASTERLY LINE OF SAID LOT 17, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 29034'21" EAST; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE
OF SAID LOT 17, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 0052'25", AN ARC
LENGTH OF 44.20 FEET, TO THE POINT OF BEGINNING.
LOT 15
THAT PORTION OF LOTS 18 AND 19 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 18, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 31048'16" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 19, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
1 °04'37", AN ARC LENGTH OF 54.49 FEET; THENCE SOUTH 32052'53" WEST, 148.00 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 19, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2751.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 32052'53" EAST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF SAID LOTS 19 AND 18, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1039'16",
AN ARC LENGTH OF 79.43 FEET; THENCE NORTH 31013'37" EAST, 148.00 FEET, TO THE
NORTHEASTERLY LINE OF SAID LOT 18, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH SAID,. POINT
BEARS NORTH 31013'37" EAST; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE
OF SAID LOT 18, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 0°34'39', AN ARC
LENGTH OF 29.22 FEET, TO THE POINT OF BEGINNING.
PAGE 6
G:W13`081EGALSUA. DOC
LOT 16
THAT PORTION OF LOTS 19, 20 AND 21 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS
PER MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE
OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 19, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 33009'46' EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF LOTS 20 AND 21, ALONG SAID CURVE THROUGH A CENTRAL ANGLE
OF 1 °22'23 AN ARC LENGTH OF 69.47 FEET; THENCE SOUTH 34032'09' WEST, 148.00 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 21, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2751.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 34032'09" EAST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF SAID LOTS 21, 20 AND 19, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
1039'16", AN ARC LENGTH OF 79.44 FEET; THENCE NORTH 32052'53' EAST, 148.00 FEET, TO THE
NORTHEASTERLY LINE OF SAID LOT 19, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 32052'53" EAST; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE
OF SAID LOT 19, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 0°16'53", AN ARC
LENGTH OF 14.24 FEET, TO THE POINT OF BEGINNING.
LOT 17
THAT PORTION OF LOTS 21 AND 22 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 21, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 35052'46" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 22, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0018'38", AN ARC LENGTH OF 15.71 FEET; THENCE SOUTH 36011'24" WEST, 148.00 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 22, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2751.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 36011'24' EAST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF SAID LOTS 22 AND 21, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1°39'15",
AN ARC LENGTH OF 79.42 FEET; THENCE NORTH 34032'09" EAST, 148.00 FEET, TO THE
NORTHEASTERLY LINE OF SAID LOT 21, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 34032'09' EAST; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE
OF SAID LOT 21, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1°20'37", AN ARC
LENGTH OF 67.99 FEET, TO THE POINT OF BEGINNING.
LOT 18
THAT PORTION OF LOTS 22 AND 23 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 22, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 37014'16' EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 23, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0036'24", AN ARC LENGTH OF 30.70 FEET; THENCE SOUTH 37050'40" WEST, 148.00.FEET, TO
PAGE 7
G:1413V081EGALSILLA. D OC
THE SOUTHWESTERLY LINE OF SAID LOT 23, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2751.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 37050'40' EAST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF SAID LOTS 23 AND 22, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1°39'16',
AN ARC LENGTH OF 79.44 FEET; THENCE NORTH 36011'24' EAST, 148.00 FEET, TO THE
NORTHEASTERLY LINE OF SAID LOT 22, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 36011'24' EAST; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE
OF SAID LOT 22, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1°02'52", AN ARC
LENGTH OF 53.01 FEET, TO THE POINT OF BEGINNING.
LOT 19
THAT PORTION OF LOTS 23 AND 24 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 23, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 38035'46" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 24, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0054'10", AN ARC LENGTH OF 45.68 FEET; THENCE SOUTH 39029'56" WEST, 148.00 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 24, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2751.00 FEET; THENCE NORTHWESTERLY ALONG
THE SOUTHWESTERLY LINE OF SAID LOTS 24 AND 23, ALONG SAID CURVE THROUGH A
CENTRAL ANGLE OF 1039'16", AN ARC LENGTH OF 79.43 FEET; THENCE NORTH 37°50'40" EAST,
148.00 FEET, TO THE NORTHEASTERLY LINE OF SAID LOT 23, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 37050'40" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 23, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0045'06", AN ARC LENGTH OF 38.03 FEET, TO THE POINT OF BEGINNING.
LOT 20
THAT PORTION OF LOTS 24 AND 25 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 25; THENCE SOUTHEASTERLY ALONG
THE NORTHERLY LINE OF SAID LOT 25, SOUTH 54°12'48' EAST, 14.82 FEET; THENCE LEAVING
SAID NORTHERLY LINE, SOUTH 35014'35" WEST, 148.58 FEET TO THE SOUTHERLY LINE OF
SAID LOT 25, SAID POINT BEING ON A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS
OF 302.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 35014'35' WEST; THENCE
NORTHWESTERLY ALONG SAID SOUTHERLY LINE, ALONG SAID CURVE THROUGH A CENTRAL
ANGLE OF 5031'18", AND ARC LENGTH OF 29.10 FEET TO THE SOUTHEAST CORNER OF SAID
LOT 24, SAID POINT BEING THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY HAVING
A RADIUS OF 2751.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 40°46'11'
EAST; THENCE NORTHWESTERLY ALONG SAID SOUTHERLY LINE, ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 1 °16'15", AN ARC LENGTH OF 61.02 FEET; THENCE LEAVING
SAID SOUTHERLY LINE, NORTH 39029'56" EAST, 148.00 FEET TO THE NORTHERLY LINE OF SAID
LOT 24, SAID POINT BEING ON A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF
2899.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 39029'56' EAST, THENCE
SOUTHEASTERLY ALONG SAID NORTHERLY LINE, ALONG SAID CURVE THROUGH A CENTRAL
ANGLE OF 1016'15", AN ARC LENGTH OF 64.30 FEET TO THE POINT OF BEGINNING.
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0
LOT 21
THAT PORTION OF LOTS 25 AND 26 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 25, SAID POINT BEING THE BEGINNING
OF A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 167.00 FEET, A RADIAL LINE
THROUGH SAID POINT BEARS SOUTH 12031'09" WEST; THENCE EASTERLY ALONG THE
NORTHERLY LINE OF SAID LOT 26, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
2052'03% AN ARC LENGTH OF 8.36 FEET; THENCE SOUTH 9039'06" WEST, 135.00 FEET, TO THE
SOUTHERLY LINE OF SAID LOT 26, SAID POINT BEING ON A CURVE CONCAVE NORTHERLY
HAVING A RADIUS OF 302.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH
9039'06' WEST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY LINE OF SAID LOTS
26 AND 25, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 25035'47", AN ARC LENGTH
OF 134.92 FEET; THENCE NORTH 35014'53" EAST, 148.58 FEET, TO THE NORTHEASTERLY LINE
OF SAID LOT 25; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE OF SAID LOT
25, SOUTH 54012'48" EAST, 64.53 FEET, TO THE POINT OF BEGINNING.
LOT 22
THAT PORTION OF LOTS 26 AND 27 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 26, SAID POINT BEING ON A CURVE
CONCAVE NORTHWESTERLY HAVING A RADIUS OF 647.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS SOUTH 6040'18' EAST; THENCE NORTHEASTERLY ALONG THE NORTHERLY
LINE OF SAID LOT 27, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 2°17'36", AN ARC
LENGTH OF 25.90 FEET; THENCE SOUTH 8057'54' EAST, 135.00 FEET, TO THE SOUTHEASTERLY
LINE OF SAID LOT 27, SAID POINT BEING ON A CURVE CONCAVE NORTHWESTERLY HAVING A
RADIUS OF 782.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 8057'54" EAST;
THENCE SOUTHWESTERLY ALONG THE SOUTHEASTERLY LINE OF SAID LOTS 27 AND 26,
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 2036'53', AN ARC LENGTH OF 35.69
FEET, TO THE BEGINNING OF A TANGENT CURVE CONCAVE NORTHERLY HAVING A RADIUS
OF 302.00 FEET; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY LINE OF SAID LOT
26, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 16000'07', AN ARC LENGTH OF 84.34
FEET; THENCE NORTH 9039'06' EAST, 135.00 FEET, TO THE NORTHERLY LINE OF SAID LOT 26,
SAID POINT BEING ON A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 167.00 FEET, A
RADIAL LINE THROUGH SAID POINT BEARS SOUTH 9039'06" WEST; THENCE EASTERLY ALONG
THE NORTHERLY LINE OF SAID LOT 26, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
16000'07", AN ARC LENGTH OF 46.64 FEET, TO THE BEGINNING OF A TANGENT CURVE
CONCAVE NORTHWESTERLY HAVING A RADIUS OF 647.00 FEET; THENCE CONTINUING
EASTERLY ALONG SAID NORTHERLY LINE, ALONG SAID CURVE THROUGH A CENTRAL ANGLE
OF 0019'17', AN ARC LENGTH OF 3.63 FEET, TO THE POINT OF BEGINNING.
LOT 23
THAT PORTION OF LOTS 27 AND 28 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 27, SAID POINT BEING ON A CURVE
CONCAVE NORTHWESTERLY HAVING A RADIUS OF 647.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS SOUTH 12115'19" EAST; THENCE NORTHEASTERLY ALONG THE
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•
NORTHERLY LINE OF SAID LOT 28, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
3039'03", AN ARC LENGTH OF 41.23 FEET; THENCE SOUTH 15054'22" EAST, 135.00 FEET, TO THE
SOUTHERLY LINE OF SAID LOT 28, SAID POINT BEING ON A CURVE CONCAVE
NORTHWESTERLY HAVING A RADIUS OF 782.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS SOUTH 15054'22" EAST; THENCE WESTERLY ALONG SOUTHERLY LINE OF SAID LOT 28
AND 27, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 6056'28", AN ARC LENGTH OF
94.73 FEET; THENCE NORTH 8057'54' WEST, 135.00 FEET, TO THE NORTHERLY LINE OF SAID
LOT 27, SAID POINT BEING ON A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF
647.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 8057'54' EAST; THENCE
EASTERLY ALONG THE NORTHERLY LINE OF SAID LOT 27, ALONG SAID CURVE THROUGH A
CENTRAL ANGLE OF 3017'25% AN ARC LENGTH OF 37.15 FEET, TO THE POINT OF BEGINNING.
LOT 24
THAT PORTION OF LOTS 28 AND 29 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 28, SAID POINT BEING THE BEGINNING
OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 647.00 FEET, A RADIAL LINE
THROUGH SAID POINT BEARS SOUTH 17050'20' EAST; THENCE NORTHEASTERLY ALONG THE
NORTHWESTERLY LINE OF SAID LOT 29, ALONG SAID CURVE THROUGH A CENTRAL ANGLE
OF 5000'29", AN ARC LENGTH OF 56.55 FEET; THENCE SOUTH 22050'49" EAST, 135.00 FEET, TO
THE SOUTHEASTERLY LINE OF SAID LOT 29, SAID POINT BEING ON A CURVE CONCAVE
NORTHWESTERLY HAVING A RADIUS OF 782.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS SOUTH 22050'49" EAST; THENCE SOUTHWESTERLY ALONG THE SOUTHEASTERLY LINE
OF SAID LOTS 29 AND 28, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 6°56'27", AN
ARC LENGTH OF 94.73 FEET; THENCE NORTH 15054'22" WEST, 135.00 FEET, TO THE
NORTHWESTERLY LINE OF SAID LOT 28, SAID POINT BEING ON A CURVE CONCAVE
NORTHWESTERLY HAVING A RADIUS OF 647.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS SOUTH 15054'22" EAST; THENCE NORTHEASTERLY ALONG SAID NORTHWESTERLY
LINE, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1055'58', AN ARC LENGTH OF 21.83
FEET, TO THE POINT OF BEGINNING.
LOT 25
THAT PORTION OF LOT 30 AS SHOWN BY PARCEL MERGER NO. 98-335, RECORDED AUGUST
12, 1998, AS INSTRUMENT NO. 337138; TOGETHER WITH THAT PORTION OF LOT 29 OF TRACT
NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER MAP ON FILE IN BOOK 225, PAGES 11
THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE
COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 29, SAID POINT BEING ON A CURVE
CONCAVE NORTHWESTERLY HAVING A RADIUS OF 647.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS SOUTH 23025'21' EAST; THENCE NORTHEASTERLY ALONG THE
NORTHWESTERLY LINE OF SAID LOT 30, ALONG SAID CURVE THROUGH A CENTRAL ANGLE
OF 6021'58", AN ARC LENGTH OF 71.89 FEET; THENCE SOUTH 29047'19" EAST, 135.00 FEET, TO
THE SOUTHEASTERLY LINE OF SAID LOT 30, SAID POINT BEING ON A CURVE CONCAVE
NORTHWESTERLY HAVING A RADIUS OF 782.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS SOUTH 29047'19' EAST; THENCE SOUTHWESTERLY ALONG THE SOUTHEASTERLY LINE
OF SAID LOTS 30 AND 29, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 6°56'30% AN
ARC LENGTH OF 94.74 FEET; THENCE NORTH 22050'49" WEST, 135.00 FEET, TO THE
NORTHWESTERLY LINE OF SAID LOT 29, SAID POINT BEING ON A CURVE CONCAVE
NORTHWESTERLY HAVING A RADIUS OF 647.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS SOUTH 22050'49' EAST; THENCE NORTHEASTERLY ALONG THE NORTHWESTERLY LINE
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OF SAID LOT 29, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 0°34'32", AN ARC
LENGTH OF 6.50 FEET, TO THE POINT OF BEGINNING.
LOT 26
THAT PORTION OF LOT 30 AS SHOWN BY PARCEL MERGER NO. 98-335, RECORDED AUGUST
12, 1998, AS INSTRUMENT NO. 337138, DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF SAID LOT 30, SAID POINT BEING ON A CURVE
CONCAVE NORTHWESTERLY HAVING A RADIUS OF 647.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS SOUTH 23025'21" WEST; THENCE NORTHEASTERLY ALONG THE
NORTHERLY LINE OF SAID LOT 30, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
6021'58", AN ARC LENGTH OF 71.89 FEET TO THE TRUE POINT OF BEGINNING; THENCE
CONTINUING ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 6056'26", AN ARC LENGTH
OF 78.37 FEET; THENCE LEAVING SAID NORTHERLY LINE, SOUTH 36043'45" EAST, 135.00 FEET
TO THE SOUTHERLY LINE OF SAID LOT 30, SAID POINT BEING THE BEGINNING OF A CURVE
CONCAVE NORTHWESTERLY HAVING A RADIUS OF 782.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS SOUTH 36043'45" EAST; THENCE SOUTHWESTERLY ALONG SAID
SOUTHERLY LINE, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 6056'26", AN ARC
LENGTH OF 94.73 FEET; THENCE LEAVING SAID SOUTHERLY LINE, NORTH 29°47'19" WEST,
135.00 FEET TO THE TRUE POINT OF BEGINNING.
LOT 27
THAT PORTION OF LOT 30 AS SHOWN BY PARCEL MERGER NO. 98-335, RECORDED AUGUST
12, 1998, AS INSTRUMENT NO. 337138, DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF SAID LOT 30, SAID POINT BEING ON A CURVE
CONCAVE NORTHWESTERLY HAVING A RADIUS OF 647.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS SOUTH 23025'21" WEST; THENCE NORTHEASTERLY ALONG THE
NORTHERLY LINE OF SAID LOT 30, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
13018'24", AN ARC LENGTH OF 150.26 FEET TO THE TRUE POINT OF BEGINNING; THENCE
CONTINUING ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 2027'31", AN ARC LENGTH
OF 27.76 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY HAVING A
RADIUS OF 473.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 39011'16" WEST;
THENCE CONTINUING ALONG SAID NORTHERLY LINE, ALONG SAID CURVE THROUGH A
CENTRAL ANGLE OF 7037'35", AN ARC LENGTH OF 62.96 FEET; THENCE LEAVING SAID
NORTHERLY LINE, SOUTH 31°33'41" EAST, 135.00 FEET TO THE SOUTHERLY LINE OF SAID LOT
30, SAID POINT BEING ON A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 338.00
FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 31°33'41" WEST; THENCE
NORTHWESTERLY ALONG SAID SOUTHERLY LINE, ALONG SAID CURVE THROUGH A CENTRAL
ANGLE OF 7037'35", AN ARC LENGTH OF 44.99 FEET TO THE BEGINNING OF A CURVE
CONCAVE NORTHWES ; ERLY HAVING A RADIUS OF 782.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS SOUTH 39011'16" EAST; THENCE CONTINUING ALONG SAID SOUTHERLY
LINE, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 2027'31", AN ARC LENGTH OF 33.56
FEET; THENCE LEAVING SAID SOUTHERLY LINE, NORTH 36043*45' WEST, 135.00 FEET TO THE
TRUE POINT OF BEGINNING.
LOT 28
THAT PORTION OF LOT 30 AS SHOWN BY PARCEL MERGER NO. 98-335, RECORDED AUGUST
12, 1998, AS INSTRUMENT NO. 337138, DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF SAID LOT 30, SAID POINT BEING ON A CURVE
CONCAVE NORTHWESTERLY HAVING A RADIUS OF 647.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS SOUTH 23025'21" WEST; THENCE NORTHEASTERLY ALONG SAID CURVE
PAGE 11
GM13MLEGALSUA.DOC
THROUGH A CENTRAL ANGLE OF 15045'55", AN ARC LENGTH OF 178.02 FEET TO THE
BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 473.00 FEET, A
RADIAL LINE THROUGH SAID POINT BEARS NORTH 39011'16' WEST; THENCE CONTINUING
ALONG SAID NORTHERLY LINE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 7°37'35",
AN ARC LENGTH OF 62.96 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 3026'16", AN ARC LENGTH OF 28.38
FEET; THENCE CONTINUING ALONG SAID NORTHERLY LINE, NORTH 61052'35" EAST, 78.94
FEET TO A POINT BEING SOUTH 61052'35" WEST, 76.47 FEET FROM THE NORTHEAST CORNER
OF SAID LOT 30; THENCE LEAVING SAID NORTHERLY LINE, SOUTH 18038'55" EAST, 141.54 FEET
TO THE SOUTHERLY LINE OF SAID LOT 30, SAID POINT BEING ON A CURVE CONCAVE
SOUTHEASTERLY HAVING A RADIUS OF 338.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 18038'55" WEST; THENCE SOUTHWESTERLY ALONG SAID SOUTHERLY LINE,
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 12054'46", AN ARC LENGTH OF 76.17
FEET; THENCE LEAVING SAID SOUTHERLY LINE, NORTH 31033'41" WEST, 135.00 FEET TO THE
TRUE POINT OF BEGINNING.
LOT 29
THAT PORTION OF LOT 30 AS SHOWN BY PARCEL MERGER NO. 98-335, RECORDED AUGUST
12, 1998, AS INSTRUMENT NO. 337138, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 30; THENCE SOUTHEASTERLY ALONG
THE EASTERLY LINE OF SAID LOT, SOUTH 33016'01' EAST, 159.44 FEET TO THE SOUTHEAST
CORNER OF SAID LOT 30, SAID POINT BEING THE BEGINNING OF A CURVE CONCAVE
NORTHWESTERLY HAVING A RADIUS OF 25.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS SOUTH 78002'43' EAST; THENCE SOUTHWESTERLY ALONG THE SOUTHERLY LINE OF
SAID LOT 30, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 74025'43", AN ARC LENGTH
OF 32.48 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY HAVING A
RADIUS OF 338.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 3°37'00" WEST;
THENCE CONTINUING ALONG SAID SOUTHERLY LINE, ALONG SAID CURVE THROUGH A
CENTRAL ANGLE OF 15001'55", AN ARC LENGTH OF 88.68 FEET; THENCE LEAVING SAID
SOUTHERLY LINE, NORTH 18038'55" WEST, 141.54 FEET TO THE NORTHERLY LINE OF SAID LOT
30; THENCE ALONG SAID NORTHERLY LINE, NORTH 61052'35" EAST, 76.47 FEET TO THE POINT
OF BEGINNING.
LOT 30
LOT 36 AND A PORTION OF LOT 37 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 36; THENCE SOUTHERLY ALONG THE
EASTERLY LINE OF SAID LOT 36, SOUTH 5012'26" EAST, 135.00 FEET, TO THE SOUTHEAST
CORNER OF SAID LOT 36, SAID POINT BEING THE BEGINNING OF A CURVE CONCAVE
SOUTHEASTERLY HAVING A RADIUS OF 167.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 5012'26" WEST; THENCE SOUTHWESTERLY ALONG THE SOUTHERLY LINE OF
SAID LOTS 36 AND 37, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 26°04'33', AN ARC
LENGTH OF 76.00 FEET; THENCE NORTH 31 °16'59" WEST, 135.00 FEET, TO THE
NORTHWESTERLY LINE OF SAID LOT 37, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 302.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 31016'59' WEST; THENCE NORTHEASTERLY ALONG THE NORTHWESTERLY
LINE OF SAID LOTS 37 AND 36, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 26004'33",
AN ARC LENGTH OF 137.44 FEET, TO THE POINT OF BEGINNING.
LOT 31
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G:W13\081EGALS\LLA. DOC
THAT PORTION OF LOTS 37 AND 38 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 38, SAID POINT BEING ON A CURVE
CONCAVE NORTHWESTERLY HAVING A RADIUS OF 818.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS SOUTH 38013'56' EAST; THENCE NORTHEASTERLY: ALONG THE
NORTHWESTERLY LINE OF SAID LOT 37, ALONG SAID CURVE THROUGH A CENTRAL ANGLE
OF 0057'20', AN ARC LENGTH OF 13.64 FEET, TO THE BEGINNING OF A REVERSE CURVE
CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 302.00 FEET; THENCE CONTINUING ALONG
SAID NORTHWESTERLY LINE, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 7054,17
THE
AN ARC LENGTH OF 41.67 FEET; THENCE SOUTH 31°16'59" EAST, 135.00 FEET, T0
SOUTHEASTERLY LINE OF SAID LOT 37, SAID POINT BEING ON A CURVE CONCAVE
SOUTHEASTERLY HAVING A RADIUS OF 167.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 31016'59' WEST; THENCE SOUTHWESTERLY ALONG THE SOUTHEASTERLY
LINE OF SAID LOT 37, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 7054'17', AN ARC
LENGTH OF 23.04 FEET; THENCE CONTINUING ALONG SAID SOUTHEASTERLY LINE OF LOT 37,
SOUTH 50048'44' WEST, 15.89 FEET TO THE SOUTHWEST CORNER OF SAID LOT 37, SAID
POINT BEING THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF
220.00 FEET; THENCE ALONG THE SOUTHEASTERLY LINE OF LOT 38, ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 10045'09', AN ARC LENGTH OF 41.28 FEET; THENCE LEAVING
SAID SOUTHERLY LINE NORTH 35046'56' WEST, 140.56 FEET, TO THE NORTHWESTERLY LINE
OF SAID LOT .38, SAID POINT BEING ON A CURVE CONCAVE NORTHWESTERLY HAVING A
RADIUS OF 818.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 35°46'56" EAST;
THENCE NORTHEASTERLY ALONG THE NORTHWESTERLY LINE OF SAID LOT 38, ALONG SAID
CURVE THROUGH A CENTRAL ANGLE OF 2027'00", AN ARC LENGTH OF 34.98 FEET, TO THE
POINT OF BEGINNING.
LOT 32
THAT PORTION OF LOTS 38, 39 AND 40 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS
PER MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE
OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 39, SAID POINT BEING ON A CURVE
CONCAVE NORTHWESTERLY HAVING A RADIUS OF 818.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS SOUTH 33040'28" EAST; THENCE NORTHEASTERLY ALONG THE
NORTHWESTERLY LINE OF SAID LOT 38, ALONG SAID CURVE THROUGH A CENTRAL ANGLE
OF 2006'28', AN ARC LENGTH OF 30.10 FEET; THENCE SOUTH 35046'56" EAST, 140.56 FEET, TO
THE SOUTHEASTERLY LINE OF SAID LOT 38, SAID POINT BEING ON A CURVE CONCAVE
SOUTHEASTERLY HAVING A RADIUS OF 220.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 49056'25' WEST; THENCE SOUTHWESTERLY ALONG THE SOUTHEASTERLY
LINE OF SAID LOTS 38 AND 39, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 8051'03',
AN ARC LENGTH OF 33.99 FEET, TO THE BEGINNING OF A TANGENT CURVE CONCAVE
SOUTHEASTERLY HAVING A RADIUS OF 847.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 58047'28" WEST; THENCE SOUTHWESTERLY ALONG THE SOUTHEASTERLY
LINE OF SAID LOT 39, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 2054'17', AN ARC
LENGTH OF 42.94 FEET; THENCE NORTH 61 °41'45' WEST, 136.38 FEET,
TO THE
NORTHWESTERLY LINE OF SAID LOT 40, SAID POINT BEING ON A CURVE CONCAVE
NORTHWESTERLY HAVING A RADIUS OF 61.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS SOUTH 74016'29' EAST; THENCE NORTHERLY ALONG THE NORTHWESTERLY LINE OF
SAID LOTS 40 AND 39, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 36045'31', AN ARC
LENGTH OF LYI4 FEET, TO THE HAVING A RADIUS OF FING OF A EET, A RADIAL VERSE LINE CURVE
CONCAVE
SOUTHEASTER LINE THROUGH SAID POINT
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BEARS SOUTH 68058'00' WEST; THENCE NORTHEASTERLY ALONG THE NORTHWESTERLY
LINE OF LOT 39, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 81°05'00', AN ARC
LENGTH OF 35.38 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY HAVING
A RADIUS OF 818.00 FEET; THENCE NORTHEASTERLY ALONG THE NORTHWESTERLY LINE OF
SAID LOT 39, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 3-43'28% AN ARC LENGTH
OF 53.17 FEET, TO THE POINT OF BEGINNING.
LOT 33
THAT PORTION OF LOTS 39,40 AND 41 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS
PER MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE
OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE MOST WESTERLY CORNER OF SAID LOT 40, SAID POINT BEING ON A
CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 982.00 FEET, A RADIAL LINE
THROUGH SAID POINT BEARS NORTH 66028'42' WEST; THENCE NORTHEASTERLY ALONG THE
NORTHWESTERLY LINE OF SAID LOT 40, ALONG SAID CURVE THROUGH A CENTRAL ANGLE
OF 4003'10", AN ARC LENGTH OF 69.46 FEET, TO THE BEGINNING OF A REVERSE CURVE
CONCAVE NORTHWESTERLY HAVING A RADIUS OF 61.00 FEET, A RADIAL LINE THROUGH SAID
POINT BEARS NORTH 62125'32" WEST; THENCE NORTHEASTERLY ALONG THE
NORTHWESTERLY LINE OF LOT 40, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
11 °50'57", AN ARC LENGTH OF 12.61 FEET; THENCE SOUTH 61 °41'45" EAST, 136.38 FEET, TO
THE SOUTHEASTERLY LINE OF SAID LOT 39, SAID POINT BEING ON A CURVE CONCAVE
SOUTHEASTERLY HAVING A RADIUS OF 847.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 61041'45" WEST; THENCE SOUTHWESTERLY ALONG THE SOUTHEASTERLY
LINE OF LOTS 39, 40 AND 41, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 5°19'30',
AN ARC LENGTH OF 78.72 FEET; THENCE NORTH 67001'15' WEST, 135.00 FEET, TO THE
NORTHWESTERLY LINE OF LOT 41, SAID POINT BEING ON A CURVE CONCAVE
SOUTHEASTERLY HAVING A RADIUS OF 982.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 67001'15" WEST; THENCE NORTHEASTERLY ALONG THE NORTHWESTERLY
LINE OF SAID LOT 41, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 0032'33', AN ARC
LENGTH OF 9.30 FEET, TO THE POINT OF BEGINNING.
LOT 34
THAT PORTION OF LOTS 41 AND 42 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE MOST WESTERLY CORNER OF SAID LOT 41, SAID POINT BEING ON A
CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 982.00 FEET, A RADIAL LINE
THROUGH SAID POINT BEARS NORTH 70046'19" WEST; THENCE NORTHEASTERLY ALONG THE
NORTHWESTERLY LINE OF SAID LOT 41, ALONG SAID CURVE THROUGH A CENTRAL ANGLE
OF 3045'04', AN ARC LENGTH OF 64.29 FEET; THENCE SOUTH 67001'15' EAST, 135.00 FEET, TO
THE SOUTHEASTERLY LINE OF SAID LOT 41, SAID POINT BEING ON A CURVE CONCAVE
SOUTHEASTERLY HAVING A RADIUS OF 847.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 67001'15' WEST; THENCE SOUTHWESTERLY ALONG THE SOUTHEASTERLY
LINE OF SAID LOT 41, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 3045'04", AN ARC
LENGTH OF 55.45 FEET, TO THE SOUTHEAST CORNER OF SAID LOT 41; THENCE
SOUTHWESTERLY ALONG THE SOUTHEASTERLY LINE OF SAID LOT 42, SOUTH 6050'51' WEST,
25.60 FEET; THENCE NORTH 67001'15" WEST, 141.30 FEET, TO THE NORTHWESTERLY LINE OF
SAID LOT 42, SAID POINT BEING ON A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS
OF THE FEERLY ALONG THE NORTHWESTERLY Y LDIAL LINE THROUGH SAID ANE OF SAID LOT 42, ALONG SAID CURVE
T BEARS SOUTH 66025'56' EAST; THENCE
NORTHEAST .
PAGE 14
G:14131081EGALSILLA.DOC
THROUGH A CENTRAL ANGLE OF 4027'10", AN ARC LENGTH OF 13.83 FEET, TO THE POINT OF
BEGINNING.
LOT 35
THAT PORTION OF LOTS 42, 43 AND 44 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS
PER MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE
OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHERLY CORNER OF SAID LOT 43, SAID POINT BEING ON A CURVE
CONCAVE NORTHWESTERLY HAVING A RADIUS OF 178.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS_ SOUTH 50008'34" EAST; THENCE NORTHEASTERLY ALONG THE
NORTHWESTERLY LINE OF SAID LOT 42, ALONG SAID CURVE THROUGH A CENTRAL ANGLE
OF 16017'22 AN ARC LENGTH OF 50.61 FEET; THENCE SOUTH 6700115' EAST, 141.30 FEET, TO
THE EASTERLY LINE OF SAID LOT 42; THENCE SOUTH 6050'51' WEST, 40.95 FEET, TO THE
SOUTHEAST CORNER OF SAID LOT 42, SAID POINT BEING THE BEGINNING OF A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 180.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 69013'29" EAST; THENCE SOUTHEASTERLY ALONG THE EASTERLY
LINE OF LOT 43, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 8°37'19", AN ARC
LENGTH OF 27.09 FEET; THENCE SOUTH 85011'16" WEST, 124.70 FEET, TO THE WESTERLY
LINE OF SAID LOT 44, SAID POINT BEING ON A CURVE CONCAVE SOUTHWESTERLY HAVING A
RADIUS OF 45.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 67039'32" EAST;
THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 62053'45',
AN ARC LENGTH OF 49.40 FEET, TO THE BEGINNING OF A REVERSE CURVE CONCAVE
EASTERLY HAVING A RADIUS OF 25.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS
SOUTH 4045'47' WEST; THENCE NORTHEASTERLY ALONG THE NORTHWESTERLY LINE OF
SAID LOT 43, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 133°11'32', AN ARC
LENGTH OF 58.12 FEET, TO THE BEGINNING OF A REVERSE CURVE CONCAVE
NORTHWESTERLY HAVING A RADIUS,OF 178.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS SOUTH 42002'41' EAST; THENCE NORTHEASTERLY ALONG THE NORTHWESTERLY LINE
OF SAID LOT 43, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 8°05'53", AN ARC
LENGTH OF 25.16 FEET, TO THE POINT OF BEGINNING.
LOT 36
THAT PORTION OF LOTS 43, 44 AND 45 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS
PER MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE
OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 45, SAID POINT BEING ON A CURVE
CONCAVE NORTHWESTERLY HAVING A RADIUS OF 45.00 FEET, A RADIAL LINE THROUGH SAID
POINT BEARS SOUTH 44009'17" EAST; THENCE NORTHEASTERLY ALONG THE
NORTHWESTERLY LINE OF SAID LOT 44, ALONG SAID CURVE THROUGH A CENTRAL ANGLE
OF 6801I'll", AN ARC LENGTH OF 53.55 FEET; THENCE NORTH 85011'16' EAST, 124.70 FEET, TO
THE EASTERLY LINE OF SAID LOT 43, SAID POINT BEING ON A CURVE CONCAVE
NORTHWESTERLY HAVING A RADIUS OF 180.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 77050'48" EAST; THENCE SOUTHWESTERLY ALONG THE EASTERLY LINE OF
LOTS 43, 44 AND 45, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 55040'31% AN ARC
LENGTH OF 174.91 FEET; THENCE NORTH 41 °53'24' WEST, 135.38 FEET, TO THE
NORTHWESTERLY LINE OF SAID LOT 45, SAID POINT BEING ON A CURVE CONCAVE
NORTHWESTERLY HAVING A RADIUS OF 45.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS SOUTH 41°53'24' EAST; THENCE NORTHEASTERLY ALONG THE LONG SAID CURVE THROUGH A CENTRAL ANGLE OF 2015 53E
RLY LINE
OF SAID LOT 45, -ALONG AN ARC
LENGTH OF 1.78 FEET, TO THE POINT OF BEGINNING.
PAGE 15
G1413V0MLEGALSILLA.DOC
r�
u
LOT 37
THAT PORTION OF LOTS 45 AND 46 OF TRACT NO.24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 46, SAID POINT BEING ON A CURVE
CONCAVE NORTHWESTERLY HAVING A RADIUS OF 45.00 FEET, A RADIAL LINE THROUGH SAID
POINT BEARS SOUTH 8037'15' WEST; THENCE NORTHEASTERLY ALONG THE NORTHERLY
LINE OF SAID LOT 45, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 50°30'39", AN ARC
LENGTH OF 39.67 FEET; THENCE SOUTH 41 °53'24' EAST, 135.38 FEET, TO THE
SOUTHEASTERLY LINE OF SAID LOT 45, SAID POINT BEING ON A CURVE CONCAVE
NORTHWESTERLY HAVING A RADIUS OF 180.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS SOUTH 46028'41' EAST; THENCE SOUTHWESTERLY ALONG THE SOUTHEASTERLY LINE
OF LOT 45 AND THE SOUTHWESTERLY LINE OF LOT 46, ALONG SAID CURVE THROUGH A
CENTRAL ANGLE OF 6501.0'22", AN ARC LENGTH OF 204.75 FEET; THENCE NORTH 20032'43"
EAST, 148.11 FEET, TO THE NORTHEASTERLY LINE OF SAID LOT 46, SAID POINT BEING ON A
CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 45.00 FEET, A RADIAL LINE
THROUGH SAID POINT BEARS SOUTH 20032'43" WEST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 46, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
11055'28", AN ARC LENGTH OF 9.37 FEET, TO THE POINT OF BEGINNING.
LOT 38
THAT PORTION OF LOTS 46 AND 47 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE EASTERLY CORNER OF SAID LOT 47, SAID POINT BEING ON A CURVE
CONCAVE NORTHEASTERLY HAVING A RADIUS OF 45.00 FEET, A RADIAL LINE THROUGH SAID
POINT BEARS SOUTH 54°23'30" WEST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 46, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
33050'47", AN ARC LENGTH OF 26.58 FEET; THENCE SOUTH 2003243' WEST, 148.11 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 46, SAID POINT BEING ON A CURVE CONCAVE
NORTHEASTERLY HAVING A RADIUS OF 180.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS SOUTH 18041'41' WEST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF LOTS 46 AND 47, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 49°46'27', AN
ARC LENGTH OF 156.37 FEET; THENCE NORTH 58020'00' EAST, 153.99 FEET, TO THE
NORTHEASTERLY LINE OF SAID LOT 47, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 100.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 76053'41' EAST; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE
OF SAID LOT 47, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 5053'08', AN ARC
LENGTH OF 10.27 FEET, TO THE BEGINNING OF A REVERSE CURVE CONCAVE
NORTHEASTERLY HAVING A RADIUS OF 45.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS SOUTH 82046'49" WEST; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE
OF SAID LOT 47, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 28023'19", AN ARC
LENGTH OF 22.30 FEET, TO THE POINT OF BEGINNING.
PAGE 16
G:k413\081EGALSILA.DOC
LOT 39
THAT PORTION OF LOTS 47 AND 48 OF TRACT NO.24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE EASTERLY CORNER OF SAID LOT 48; THENCE SOUTHEASTERLY ALONG
THE NORTHEASTERLY LINE OF LOT 47, SOUTH. 31°40'00' EAST, 14.36 FEET, TO THE BEGINNING
OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 100.00 FEET; THENCE
SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 18033'41", AN ARC
LENGTH OF 32.40 FEET; THENCE SOUTH 58020'00' WEST, 153.99 FEET, TO THE
SOUTHWESTERLY LINE OF SAID LOT 47, SAID POINT BEING ON A CURVE CONCAVE
NORTHEASTERLY HAVING A RADIUS OF 180.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS SOUTH 68028'08' WEST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF SAID LOTS 47 AND 48, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 14041'52",
AN ARC LENGTH OF 46.17 FEET, TO AN ANGLE POINT IN THE SOUTHWESTERLY LINE OF SAID
LOT 48; THENCE NORTH 39030'00' WEST, 33.67 FEET; THENCE NORTH 50°30'00' EAST, 149.35
FEET, TO THE NORTHEASTERLY LINE OF SAID LOT 48, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 132.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 48123'03' EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 48, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
9056'57", AN ARC LENGTH OF 22.92 FEET; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 48, SOUTH 31040'00' EAST, 28.64 FEET, TO THE POINT OF
BEGINNING.
LOT 40
THAT PORTION OF LOTS 48, 49 AND 50 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS
PER MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE
OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE EASTERLY CORNER OF SAID LOT 49, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 132.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 42022'36' EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 48, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
6000'27", AN ARC LENGTH OF 13.84 FEET; THENCE SOUTH 50030'00" WEST, 149.35 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 48; THENCE NORTHWESTERLY ALONG THE
SOUTHWESTERLY LINE OF SAID LOTS 48, 49 AND 50, NORTH 39°30'00' WEST, 80.00 FEET;
THENCE NORTH 50030'00' EAST, 134.00 FEET, TO THE NORTHEASTERLY LINE OF SAID LOT 49,
SAID POINT BEING ON A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 118.00
FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 49041'45" WEST; THENCE
SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE OF SAID LOT 49, ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 19026'45', AN ARC LENGTH OF 40.05 FEET, TO THE
BEGINNING OF A REVERSE CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 132.00
FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 30015'00" EAST; THENCE
SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE OF SAID LOT 49, ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 12007'36', AN ARC LENGTH OF 27.94 FEET, TO THE POINT OF
BEGINNING.
LOT 41
THAT PORTION OF LOTS 49, 50 AND 51 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS
PER MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE
OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
PAGE 17
G:W13)MLEGALSU.LA.DOC
• 0
BEGINNING AT THE EASTERLY CORNER OF SAID LOT 50, SAID POINT BEING ON A CURVE
CONCAVE NORTHEASTERLY HAVING A RADIUS OF 118.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS SOUTH 60023'08' WEST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 49, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
10041'23', AN ARC LENGTH OF 22.02 FEET; THENCE SOUTH 50030'00' EAST, 134.00 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 50; THENCE NORTHWESTERLY ALONG THE
SOUTHWESTERLY LINE OF SAID LOT 50, NORTH 39030'00' WEST, 56.33 FEET, TO THE
SOUTHWEST CORNER OF SAID LOT 50; THENCE NORTHWESTERLY ALONG THE
SOUTHWESTERLY LINE OF SAID LOT 51, NORTH 53030'00" WEST, 22.06 FEET; THENCE NORTH
41051'35" EAST, 184.03 FEET, TO THE NORTHEASTERLY LINE OF SAID LOT 50; THENCE
SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE OF SAID LOT 50, SOUTH 8033'00' EAST,
50.19 FEET, TO THE BEGINNING OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS
OF 118.00 FEET; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE OF SAID LOT
50, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 21 °03'52", AN ARC LENGTH OF 43.38
FEET, TO THE POINT OF BEGINNING.
LOT 42
THAT PORTION OF LOTS 50, 51 AND 52 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS
PER MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE
OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 52, SAID POINT BEING ON A CURVE
CONCAVE NORTHEASTERLY HAVING A RADIUS OF 338.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS SOUTH 9053'41' WEST; THENCE EASTERLY ALONG THE NORTHERLY LINE
OF LOTS 51 AND 50, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 14033'46", AN ARC
LENGTH OF 85.91 FEET, TO THE BEGINNING OF A REVERSE CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 25.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 4040'05' WEST; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A
CENTRAL ANGLE OF 86007'05", AN ARC LENGTH OF 37.58 FEET; THENCE SOUTH 41051'35'
WEST, 184.03 FEET, TO THE SOUTHWESTERLY LINE OF SAID LOT 51; THENCE
NORTHWESTERLY ALONG THE SOUTHWESTERLY LINE OF SAID LOT 51, NORTH 53030'00'
WEST, 49.94 FEET, TO THE SOUTHWEST CORNER OF LOT 51, SAID POINT BEING THE
BEGINNING OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 400.00 FEET, A
RADIAL LINE THROUGH SAID POINT BEARS SOUTH 11 °47'00" WEST; THENCE
NORTHWESTERLY ALONG THE SOUTHWESTERLY LINE OF SAID LOT 52, ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 3025'29", AN ARC LENGTH OF 23.91 FEET; THENCE NORTH
16000'28" EAST, 140.41 FEET, TO THE NORTHEASTERLY LINE OF SAID LOT 52, SAID POINT
BEING ON A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 338.00 FEET, A RADIAL
LINE THROUGH SAID POINT BEARS SOUTH 16000'28" WEST; THENCE SOUTHEASTERLY ALONG
THE NORTHEASTERLY LINE OF SAID LOT 52, ALONG SAID CURVE THROUGH A CENTRAL
ANGLE OF 6006'47', AN ARC LENGTH OF 36.06 FEET, TO THE POINT OF BEGINNING.
LOT 43
THAT PORTION OF LOTS 52 AND 53 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 53, SAID POINT BEING ON A CURVE
CONCAVE NORTHEASTERLY HAVING A RADIUS OF 338.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS SOUTH 20034'41' WEST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 52, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
4034'13", AN ARC LENGTH OF 26.96 FEET; THENCE SOUTH 16000'28" WEST, 140.41 •FEET, TO
PAGE 18
G A413\081EGALSILA.DOC
THE SOUTHWESTERLY LINE OF SAID LOT 52, SAID POINT BEING ON A CURVE CONCAVE
NORTHEASTERLY HAVING A RADIUS OF 400.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS SOUTH 15012'29" WEST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF LOTS 52 AND 53, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 15°26'39', AN
ARC LENGTH OF 107.82 FEET; THENCE NORTH 28055'14" EAST, 139.53 FEET, TO THE
NORTHEASTERLY LINE OF SAID LOT 53, SAID POINT BEING ON A CURVE CONCAVE
NORTHEASTERLY HAVING A RADIUS OF 338.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS SOUTH 28055'14' WEST; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE
OF SAID LOT 53, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 8°20'33', AN ARC
LENGTH OF 49.21 FEET, TO THE POINT OF BEGINNING..
LOT 44
THAT PORTION OF LOTS 53 AND 54 OF TRACT NO.24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 54, SAID POINT BEING ON A CURVE
CONCAVE NORTHEASTERLY HAVING A RADIUS OF 338.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS SOUTH 31008'50' WEST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 53, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
2013'36", AN ARC LENGTH OF 13.14 FEET; THENCE SOUTH 28055'14" WEST, 139.53 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 53, SAID POINT BEING ON A CURVE CONCAVE
NORTHEASTERLY HAVING A RADIUS OF 400.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS SOUTH 30°39'08' WEST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF SAID LOT 53, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 3035'52", AN ARC
LENGTH OF 25.12 FEET, TO THE SOUTHWEST CORNER OF SAID LOT 53; THENCE
NORTHWESTERLY ALONG THE SOUTHWESTERLY LINE OF SAID LOT 54, NORTH 52053'13'
WEST, 79.70 FEET; THENCE NORTH 40037'44' EAST, 138.06 FEET, TO THE NORTHEAST LINE OF
SAID LOT 54, SAID POINT BEING ON A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS
OF 2715.00 FEET, A RADIAL LINE THROUGH -SAID POINT BEARS NORTH 40°37'44" EAST;
THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE OF SAID LOT 54, ALONG SAID
CURVE THROUGH A CENTRAL ANGLE OF 0008'27", AN ARC LENGTH OF 6.68 FEET, TO THE
BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 338.00
FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 40°46'11" WEST; THENCE
SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE OF SAID LOT 54, ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 9037'21% AN ARC LENGTH OF 56.77 FEET, TO THE POINT OF
BEGINNING.
LOT 45
THAT PORTION OF LOTS 54 AND 55 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 55, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 39050'14' -EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 54, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0047'30", AN ARC LENGTH OF 37.51 FEET; THENCE SOUTH 40037'44' WEST, 138.06 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 54; THENCE NORTHWESTERLY ALONG THE
SOUTHWESTERLY LINE OF SAID LOT 54, NORTH 52053'13' WEST, 35.64 FEET, TO THE
SOUTHWEST CORNER OF SAID LOT 54, SAID POINT BEING THE BEGINNING OF A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2575.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 39050'14' EAST; THENCE NORTHWESTERLY ALONG THE
PAGE 19
G:\413\08\LEGALS\LLA. DOC
SOUTHWESTERLY LINE OF SAID LOT 55, ALONG SAID CURVE THROUGH A CENTRAL ANGLE
OF 0058'42', AN ARC LENGTH OF 43.97 FEET; THENCE NORTH 38051'32' EAST, 140.00 FEET, TO
THE NORTHEASTERLY LINE OF SAID LOT 55, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 38051'32' EAST; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE
OF SAID LOT 55, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 0058'42% AN ARC
LENGTH OF 46.36 FEET, TO THE POINT OF BEGINNING.
�ZL
THAT PORTION OF LOTS 55 AND 56 OF TRACT NO.24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11.THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 56, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 38022'54' EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 55, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0028'38', AN ARC LENGTH OF 22.61 FEET; THENCE SOUTH 38051'32' WEST, 140.00 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 55, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2575.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 38051'32' EAST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF SAID LOTS 55 AND 56, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1°46'12',
AN ARC LENGTH OF 79.55 FEET; THENCE NORTH 37005'20' EAST, 140.00 FEET, TO THE
NORTHEASTERLY LINE OF SAID LOT 56, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 37005'20' EAST; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE
OF SAID LOT 56, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1 °17'34", AN ARC
LENGTH OF 61.26 FEET, TO THE POINT OF BEGINNING.
LOT 47
THAT PORTION OF LOTS 56, 57 AND 58 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS
PER MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE
OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 58, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 35028'14' EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF LOTS 57 AND 56, ALONG SAID CURVE THROUGH A CENTRAL ANGLE
OF 1 °37'06", AN ARC LENGTH OF 76.69 FEET; THENCE SOUTH 37005'20' WEST, 140.00 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 56, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2575.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 37005'20' EAST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF SAID LOTS 56, 57 AND 58, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
1046'13", AN ARC LENGTH OF 79.56 FEET; THENCE NORTH 35019'07" EAST, 140.00 FEET, TO THE
NORTHEASTERLY LINE OF SAID LOT 58, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 35019'07' EAST; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE
OF SAID LOT 58, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 0°09'07', AN ARC
LENGTH OF 7.20 FEET, TO THE POINT OF BEGINNING.
PAGE 20
GA4131081EGALSTLAMOC
LOT 48
THAT PORTION OF LOTS 58 AND 59 OF TRACT NO.24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 59, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 34000'54' : EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 58, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
1018'13', AN ARC LENGTH OF 61.77 FEET; THENCE SOUTH 35019'07' WEST, 140.00 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 58,- SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2575.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 35019'07' EAST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF SAID LOTS 58 AND 59, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1046'12',
AN ARC LENGTH OF 79.55 FEET; THENCE NORTH 33032'55' EAST, 140.00 FEET, TO THE
NORTHEASTERLY LINE OF SAID LOT 59, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 33032'55" EAST; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE
OF SAID LOT 59, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 0027'59", AN ARC
LENGTH OF 22.10 FEET, TO THE POINT OF BEGINNING.
LOT 49
THAT PORTION OF LOTS 59 AND 60 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BIOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 60, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 32033'34' EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 59, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0059'21', AN ARC LENGTH OF 46.87 FEET; THENCE SOUTH 33032'55' WEST, 140.00 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 59, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2575.00 FEET; THENCE NORTHWESTERLY ALONG
THE SOUTHWESTERLY LINE OF SAID LOTS '59 AND 60, ALONG SAID CURVE THROUGH A
CENTRAL ANGLE OF 1 °46'12% AN ARC LENGTH OF 79.55 FEET; THENCE NORTH 31 °46'43" EAST,
140.00 FEET, TO THE NORTHEASTERLY LINE OF SAID LOT 60, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 31046'43' EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 60, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0046'51 AN ARC LENGTH OF 37.00 FEET, TO THE POINT OF BEGINNING.
LOT 50
THAT PORTION OF LOTS 60 AND 61 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE MOST EASTERLY CORNER OF SAID LOT 61, SAID POINT BEING ON A
CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE
THROUGH SAID POINT BEARS NORTH 31006'14' EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLYLINE OF SAID LOT 60, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0040'29", AN ARC LENGTH OF 31.97 FEET; THENCE SOUTH 31046'43' WEST, 140.00 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 60, SAID POINT BEING ON A CURVE CONCAVE
PAGE 21
GA413\081EGALSILLA. DOC
SOUTHWESTERLY HAVING A RADIUS OF 2575.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 31 °4643' EAST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF SAID LOTS 60 AND 61, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1°46'12',
AN ARC LENGTH OF 79.55 FEET; THENCE NORTH 30000'31' EAST, 140.00 FEET, TO THE
NORTHEASTERLY LINE OF, SAID LOT 61, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 30000'31' EAST; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE
OF SAID LOT 61, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1°05'43', AN ARC
LENGTH OF 51.90 FEET, TO THE POINT OF BEGINNING.
LOT 51
THAT PORTION OF LOTS 61 AND 62 OF TRACT NO.24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE MOST EASTERLY CORNER OF SAID LOT 62, SAID POINT BEING ON A
CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE
THROUGH SAID POINT BEARS NORTH 29038'54' EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY Ln4E OF SAID LOT 61, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0021'37", AN ARC LENGTH OF 17.07 FEET; THENCE SOUTH 30000'31" WEST, 140.00 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 61, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2575.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 30000'31" EAST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF SAID CURVE THROUGH A CENTRAL ANGLE OF 1046'12', AN ARC LENGTH OF 79.55
FEET; THENCE NORTH 28014'19" EAST, 140.00 FEET, TO THE NORTHEASTERLY LINE OF SAID
LOT 62, SAID POINT BEING ON A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF
2715.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 28014'19" EAST; THENCE
SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE OF SAID LOT 62, ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 1°24'35', AN ARC LENGTH OF 66.80 FEET, TO THE POINT OF
BEGINNING.
LOT 52
THAT PORTION OF LOTS 62,63 AND 64 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS
PER MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE
OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE MOST NORTHERLY CORNER OF SAID LOT 63, SAID POINT BEING ON A
CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE
THROUGH SAID POINT BEARS NORTH 26044'14' EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOTS 63 AND 62, ALONG SAID CURVE THROUGH A CENTRAL
ANGLE OF 1030'05", AN ARC LENGTH OF 71.14 FEET; THENCE SOUTH 28014'19" WEST, 140.00
FEET, TO THE SOUTHWESTERLY LINE OF SAID LOT 62, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2575.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 28014'19" EAST; THENCE NORTHWESTERLY ALONG THE
SOUTHWESTERLY LINE OF SAID LOTS 62, 63 AND 64, ALONG SAID CURVE THROUGH A
CENTRAL ANGLE OF 1 °46'12", AN ARC LENGTH OF 79.55 FEET; THENCE NORTH 26028'07" EAST,
140.00 FEET, TO THE NORTHEASTERLY LINE OF SAID LOT 64, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 26028'07" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 64, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0016'07", AN ARC LENGTH OF 12.73 FEET, TO THE POINT OF BEGINNING.
PAGE 22
G:M131081EGALSILLAMOC
LOT 53
THAT PORTION OF LOTS 64 AND 65 OF TRACT NO.24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 65, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 25016'54' EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 64, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
1 °11'13", AN ARC LENGTH OF 56.24 FEET; THENCE SOUTH 26028'07' WEST, 140.00 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 64, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2575.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 26028'07' EAST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF SAID LOTS 64 AND 65, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1°46'12",
AN ARC LENGTH OF 79.55 FEET; THENCE NORTH 24041'55' EAST, 140.00 FEET, TO THE
NORTHEASTERLY LINE OF SAID LOT 65, SAID POINT BEING ON THE NORTHEASTERLY LINE OF
SAID LOT 65, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 24041'55" EAST; THENCE
SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE OF SAID LOT 65, ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 0034'59', AN ARC LENGTH OF 27.64 FEET, TO THE POINT OF
BEGINNING.
LOT 54
THAT PORTION OF LOTS 65 AND 66 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 66, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 23049'34' EAST; THENCE SOUTHEASTERLY. ALONG THE
NORTHEASTERLY LINE OF SAID LOT 65, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0052'21', AN ARC LENGTH OF 41.34 FEET; THENCE SOUTH 24041'55' WEST, 140.00 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 65, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2575.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 24041'55" EAST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF SAID LOTS 65 AND 66, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1°46'12',
AN ARC LENGTH OF 79.55 FEET; THENCE NORTH 22055'43' EAST, 140.00 FEET, TO THE
NORTHEASTERLY LINE OF SAID LOT 66, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 22055'43" EAST; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE
OF SAID LOT 66, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 0°53'51% AN ARC
LENGTH OF 42.53 FEET, TO THE POINT OF BEGINNING.
LOT 55
THAT PORTION OF LOTS 66 AND 67 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 67, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 22022'14' EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 66, ALONG SAID -CURVE THROUGH A CENTRAL ANGLE OF
0033'29", AN ARC LENGTH OF 26.45 FEET; THENCE SOUTH 22055'43" WEST, 140.00-FEET, TO
PAGE 23
GM13\081EGALSTLAMOC
0
THE SOUTHWESTERLY LINE OF SAID LOT 66, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2575.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 22055'43" EAST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF SAID LOTS 66 AND 67, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1°46'13-,
AN ARC LENGTH OF 79.56 FEET; THENCE NORTH 21 °09'30" EAST, 140.00 FEET, TO THE
NORTHEASTERLY LINE OF SAID LOT 67, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF'2715.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 21009'30" EAST; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE
OF SAID LOT 67, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1°12'44", AN ARC
LENGTH OF 57.44 FEET, TO THE POINT OF BEGINNING.
xsll
THAT PORTION OF LOTS 67,68 AND 69 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS
PER MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE
OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST. CORNER OF SAID LOT 69, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 19027'34' EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOTS 68 AND 67,.ALONG SAID CURVE THROUGH A CENTRAL
ANGLE OF 1 °41'56", AN ARC LENGTH. OF 80.50 FEET; THENCE SOUTH 21 °09'30' WEST, 140.00
FEET, TO THE SOUTHWESTERLY LINE OF SAID LOT 67, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2575.00 FEET, A RADIAL .LINE THROUGH
SAID POINT BEARS NORTH 21009'30" EAST; THENCE NORTHWESTERLY ALONG THE
SOUTHWESTERLY LINE OF SAID LOTS 67, 68 AND 69, ALONG SAID CURVE THROUGH A
CENTRAL ANGLE OF 1046'12", AN ARC LENGTH OF 79.55 FEET; THENCE NORTH 19023'18" EAST,
140.00 FEET, TO THE NORTHEASTERLY LINE OF SAID LOT 69, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 19023'18" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 69, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0004'16", AN ARC LENGTH OF 3.37 FEET, TO THE POINT OF BEGINNING.
LOT 57
THAT PORTION OF LOT 70 AS SHOWN ON PARCEL MERGER NO. 98-335, RECORDED AUGUST
12, 1998, AS INSTRUMENT NO. 337138; TOGETHER WITH THAT PORTION OF LOT 69 OF TRACT
NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER MAP ON FILE IN BOOK 225, PAGES 11
THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF THE, COUNTY RECORDER OF RIVERSIDE
COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 70, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 18100'14' EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 69, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
1023'04", AN ARC LENGTH OF 65.60 FEET; THENCE SOUTH 19023'18' WEST, 140.00 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 69, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2575.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 19023'18" EAST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF SAID LOTS 69 AND 70, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1046'12',
AN ARC LENGTH OF 79.55 FEET; THENCE NORTH 17037'06" EAST, 140.00 FEET, TO THE
NORTHEASTERLY LINE OF SAID LOT 70, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 17037'06' EAST; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE
PAGE 24
GM13\081EGALSILLA.DOC
0 •
OF SAID LOT 70, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 0°23'08', AN ARC
LENGTH OF 18.27 FEET, TO THE POINT OF BEGINNING.
LOT 58
THAT PORTION OF LOT 70 AS SHOWN ON PARCEL MERGER NO. 98-335, RECORDED AUGUST
12, 1998 AS INSTRUMENT NO. 337138; IN THE OFFICE OF THE COUNTY RECORDER OF
RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF SAID LOT 70, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2575.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 18000'14' EAST; THENCE NORTHWESTERLY ALONG THE
SOUTHERLY LINE OF SAID LOT 70,- ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0023'08", AN ARC LENGTH OF 17.33 FEET TO THE TRUE POINT OF BEGINNING; THENCE
CONTINUING ALONG SAID SOUTHERLY LINE, ALONG SAID CURVE THROUGH A CENTRAL
ANGLE OF 1046'12', AN ARC LENGTH OF 79.55 FEET; THENCE LEAVING SAID SOUTHERLY LINE,
NORTH 15050'54' EAST, 140.00 FEET TO THE NORTHERLY LINE OF SAID LOT 70, SAID POINT
BEING ON A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE
THROUGH SAID POINT BEARS NORTH 15050'54" EAST; THENCE EASTERLY ALONG SAID
NORTHERLY LINE, ALONG SAID CURVE THROUGH -A CENTRAL ANGLE OF 1°46'12", AN ARC
LENGTH OF 83.88 FEET; THENCE LEAVING SAID NORTHERLY LINE, SOUTH 17037'06" WEST,
140.00 FEET TO THE TRUE POINT OF BEGINNING.
LOT 59
THAT PORTION OF LOT 70 AS SHOWN ON PARCEL MERGER NO. 98-335, RECORDED AUGUST
12, 1998, AS INSTRUMENT NO. 337138; IN THE OFFICE OF THE COUNTY RECORDER OF
RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF SAID LOT 70, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2575.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 18000'14" EAST; THENCE NORTHWESTERLY ALONG THE
SOUTHERLY LINE OF SAID LOT 70, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
2009'20", AN ARC LENGTH OF 96.88 FEET TO THE TRUE POINT OF BEGINNING; THENCE
CONTINUING ALONG SAID SOUTHERLY LINE, ALONG SAID CURVE THROUGH A CENTRAL
ANGLE OF 1046'12% AN ARC LENGTH OF 79.55 FEET; THENCE LEAVING SAID SOUTHERLY LINE,
NORTH 14004'42' EAST, 140.00 FEET TO THE NORTHERLY LINE OF SAID LOT 70, SAID POINT
BEING ON A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE
THROUGH SAID POINT BEARS NORTH 14004'42" EAST, THENCE EASTERLY ALONG SAID
NORTHERLY LINE, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1°46'12", AN ARC
LENGTH OF 83.87 FEET; THENCE LEAVING SAID NORTHERLY LINE, SOUTH 15150'54" WEST,
140.00 FEET TO THE TRUE POINT OF BEGINNING.
LOT 60
THAT PORTION OF LOT. 70 AS SHOWN ON PARCEL MERGER NO. 98-335, RECORDED AUGUST
12, 1998 AS INSTRUMENT NO. 337138; IN THE OFFICE OF THE COUNTY RECORDER OF
RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF SAID LOT 70, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2575.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 18000'14' EAST; THENCE NORTHWESTERLY ALONG THE
SOUTHERLY LINE OF SAID LOT 70, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
3055'32", AN ARC LENGTH OF 176.43 FEET TO THE TRUE POINT OF BEGINNING; THENCE
CONTINUING ALONG SAID SOUTHERLY LINE, ALONG SAID CURVE THROUGH A. CENTRAL
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ANGLE OF 1046'12", AN ARC LENGTH OF 79.55 FEET; THENCE LEAVING SAID SOUTHERLY LINE,
NORTH 12018'30" EAST, 140.00 FEET TO THE NORTHERLY LINE OF SAID LOT 70, SAID POINT
BEING ON A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE
THROUGH SAID POINT BEARS NORTH 12018'30' EAST, THENCE EASTERLY ALONG SAID
NORTHERLY LINE, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1046'12", AN ARC
LENGTH OF 83.88 FEET; THENCE LEAVING SAID NORTHERLY LINE, SOUTH 14004'42" WEST,
140.00 FEET TO THE TRUE POINT OF BEGINNING.
LOT 61
THAT PORTION OF LOT 70 AS SHOWN ON PARCEL MERGER NO. 98-335, RECORDED AUGUST
12, 1998 AS INSTRUMENT NO. 337138, IN THE OFFICE OF THE COUNTY RECORDER OF
RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF SAID LOT 70, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2575.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 18°00'14" EAST; THENCE NORTHWESTERLY ALONG THE
SOUTHERLY LINE OF SAID LOT 70, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
5041'44", AN ARC LENGTH OF 255.98 FEET TO THE TRUE POINT OF BEGINNING; THENCE
CONTINUING ALONG SAID SOUTHERLY LINE, ALONG SAID CURVE THROUGH A CENTRAL
ANGLE OF 1034'55", AN ARC LENGTH OF 71.10 FEET; THENCE CONTINUING ALONG SAID
SOUTHERLY LINE, NORTH 86°02'25" WEST, 8.50 FEET; THENCE LEAVING SAID SOUTHERLY
LINE, NORTH 10032'18" EAST, 140.99 FEET TO THE NORTHERLY LINE OF SAID LOT 70, SAID
POINT BEING ON A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 2715.00 FEET, A
RADIAL LINE THROUGH SAID POINT BEARS NORTH 10032'18" EAST; THENCE EASTERLY ALONG
SAID NORTHERLY LINE, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1046'12", AN
ARC LENGTH OF 83.87 FEET; THENCE LEAVING SAID NORTHERLY LINE, SOUTH 12°18'30"
WEST, 140.00 FEET TO THE TRUE POINT OF BEGINNING.
LOT 62
THAT PORTION OF LOT 70 AS SHOWN ON PARCEL MERGER NO. 98-335, RECORDED AUGUST
12, 1998 AS INSTRUMENT NO. 337138, IN THE OFFICE OF THE COUNTY RECORDER OF
RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF SAID LOT 70; THENCE ALONG THE
SOUTHERLY LINE OF SAID LOT 70, SOUTH 83°14'59" EAST, 111.67 FEET; THENCE CONTINUING
ALONG SAID SOUTHERLY LINE, SOUTH 81°30'02" EAST, 33.85 FEET TO THE TRUE POINT OF
BEGINNING; THENCE LEAVING SAID SOUTHERLY LINE, NORTH 10032'18" EAST, 145.71 FEET TO
THE NORTHERLY LINE OF SAID LOT 70, SAID POINT BEING ON A CURVE CONCAVE
SOUTHERLY HAVING A RADIUS OF 282.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS
NORTH 1 °42'55" EAST; THENCE EASTERLY ALONG SAID NORTHERLY LINE, ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 7057'27", AN ARC LENGTH OF 39.17 FEET TO THE BEGINNING
OF A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE
THROUGH SAID POINT BEARS NORTH 09040'22" EAST; THENCE CONTINUING ALONG SAID
NORTHERLY LINE, ALONG SAID CURVE THROUGH A. CENTRAL ANGLE OF 0051'56", AN ARC
LENGTH OF 41.01 FEET; THENCE LEAVING SAID NORTHERLY LINE, SOUTH 10032'18" WEST,
140.99 FEET TO SAID SOUTHERLY LINE, SAID POINT BEING NORTH 86002'25" WEST, 8.50 FEET
FROM THE WESTERLY TERMINUS OF A 2575.00 FOOT RADIUS CURVE ALONG THE SOUTHERLY
LINE OF SAID LOT 70; THENCE WESTERLY ALONG SAID SOUTHERLY BOUNDARY, NORTH
86002'25" WEST, 77.76 FEET; THENCE CONTINUING WESTERLY ALONG SAID SOUTHERLY LINE,
NORTH 81030'02" WEST, 11.21 FEET TO THE TRUE POINT OF BEGINNING.
PAGE 26
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LOT 63
THAT PORTION OF LOT 70 AS SHOWN ON PARCEL MERGER NO. 98-335, RECORDED AUGUST
12, 1998 AS INSTRUMENT NO. 337138, IN THE OFFICE OF THE COUNTY RECORDER OF
RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF SAID LOT 70; THENCE EASTERLY ALONG THE
SOUTHERLY LINE OF SAID LOT 70, SOUTH 83°14'59" EAST, 55.38 FEET TO THE TRUE POINT OF
BEGINNING; THENCE LEAVING SAID SOUTHERLY LINE, NORTH 10°32'18" EAST, 120.70 FEET TO
THE NORTHERLY LINE OF SAID LOT 70; THENCE EASTERLY ALONG SAID NORTHERLY LINE,
NORTH 74023'53" EAST, 10.04 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY
HAVING A RADIUS OF 282.00 FEET; THENCE EASTERLY ALONG SAID NORTHERLY LINE, ALONG
SAID CURVE THROUGH A CENTRAL ANGLE OF 17°19'02", AN ARC LENGTH OF 85.23 FEET;
THENCE LEAVING SAID NORTHERLY LINE, SOUTH 10°32'18" WEST, 145.71 FEET TO THE
SOUTHERLY LINE OF -SAID LOT 70; THENCE WESTERLY ALONG SAID SOUTHERLY LINE, NORTH
81°30'02" WEST, 33.85 FEET; THENCE CONTINUING WESTERLY ALONG SAID SOUTHERLY LINE,
NORTH 83014'59" WEST, 56.29 TO THE TRUE POINT OF BEGINNING.
LOT A
THAT PORTION OF LOT 70 AS SHOWN ON PARCEL MERGER NO. 98-335, RECORDED AUGUST
12, 1998 AS INSTRUMENT NO. 337138, IN THE OFFICE OF THE COUNTY RECORDER OF
RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 70, THENCE NORTH 30°04'34" WEST,
90.16 FEET TO THE NORTHWEST CORNER OF SAID LOT 70; THENCE ALONG THE NORTHERLY
LINE OF SAID LOT 70, NORTH 74°23'53" EAST, 126.93 FEET; THENCE LEAVING SAID
NORTHERLY LINE, SOUTH 10°32'18" WEST, 120.70 FEET TO THE SOUTHERLY LINE OF SAID LOT
70; THENCE WESTERLY ALONG SAID SOUTHERLY LINE, NORTH 83014'59" WEST, 55.38 FEET TO
THE POINT OF. BEGINNING.
LOT B
THAT PORTION OF LOT 1 AS SHOWN ON PARCEL MERGER NO. 98-335, RECORDED AUGUST
12, 1998 AS INSTRUMENT NO. 337138, IN THE OFFICE OF THE COUNTY RECORDER OF
RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHWESTERLY CORNER OF SAID LOT 1, THENCE NORTHEASTERLY
ALONG THE WESTERLY LINE OF SAID LOT 1, NORTH 29°55'26" EAST, 223.34 FEET TO THE
NORTHWESTERLY CORNER OF SAID LOT 1; THENCE SOUTH 6004'19" EAST, 163.11 FEET TO
THE SOUTHERLY LINE OF SAID LOT 1, SAID POINT BEING ON A CURVE CONCAVE SOUTHERLY
HAVING A RADIUS OF 318.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH
6004'19" WEST; THENCE SOUTHWESTERLY ALONG THE SOUTHERLY LINE OF SAID LOT 1,
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 9031'481, AN ARC LENGTH OF 52.89
FEET; THENCE CONTINUING SOUTHWESTERLY ALONG THE SOUTHERLY LINE OF SAID LOT 1,
SOUTH 74°23'53" WEST, 79.71 FEET TO THE POINT OF BEGINNING.
PREPARED UNDER THE DIRECTION OF:
1w, 'w 8V,4 gwif
CHRIS J. BERGH P.L . 6588
EXPIRATION DATE: 12-31- 999
PAGE 27
W4131081EGALSILLAMOC
LOT 1
THAT PORTION OF LOT 1 AS SHOWN BY PARCEL MERGER NO. TOGETHER WITH RECORDED
THAT
AS INSTRUMENT NO.
PORTION OF LOT 2 OF TRACT NO.24890-6 IN THE CITY OF LA QUINTA, AS PER MAP ON FILE IN
BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF THE COUNTY
RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 2, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 8025'08" EAST; THENCE SOUTHEASTERLY ALONG THE NORTHERLY
LINE OF SAID LOT 2, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1°15'15", AN ARC
LENGTH OF 63.45 FEET; THENCE SOUTH 9040'22" WEST, 148.00 FEET, TO THE SOUTHERLY
LINE OF SAID LOT 2, SAID POINT BEING THE BEGINNING OF A CURVE CONCAVE SOUTHERLY
HAVING A RADIUS OF 318.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH
9040'22" EAST; THENCE SOUTHWESTERLY ALONG THE SOUTHERLY LINE OF SAID LOT 2 AND
LOT 1, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 15°44'41 % AN ARC LENGTH OF
87.39 FEET; THENCE NORTH 6004'19" WEST, 163.11 FEET, TO THE NORTHWEST CORNER OF
SAID LOT 1, SAID POINT BEING THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY
HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH
7105'30" EAST; THENCE SOUTHEASTERLY ALONG THE NORTHERLY LINE OF SAID LOT 1,
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1019'37", AN ARC LENGTH OF 67.14
FEET, TO THE POINT OF BEGINNING.
LOT 2
THAT PORTION OF LOTS 2 AND 3 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 2, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 10004'16" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHERLY LINE OF SAID LOT 3, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
1 °18'11 ", AN ARC LENGTH OF 65.94 FEET; THENCE SOUTH 11 °22'28" WEST, 148.00 FEET, TO
THE SOUTHERLY LINE OF SAID LOT 3, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2751.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 11022'28" EAST; THENCE NORTHWESTERLY ALONG THE SOUTHERLY LINE OF
SAID LOTS 3 AND 2, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1042'06", AN ARC
LENGTH OF 81.69 FEET; THENCE NORTH 9040'22" EAST, 148.00 FEET, TO THE NORTHERLY LINE
OF SAID LOT 2, SAID POINT BEING ON A CURVE CONCAVE SOUTHWESTERLY HAVING A
RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 9°40'22" EAST;
THENCE SOUTHEASTERLY ALONG THE NORTHERLY LINE OF SAID LOT 2, ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 0023'54", AN ARC LENGTH OF 20.15 FEET, TO THE POINT OF
BEGINNING.
LOT 3
THAT PORTION OF LOTS 3,4 AND 5 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 3, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 11025'46" EAST; THENCE SOUTHEASTERLY ALONG THE
PAGE 1
G: W 13\O81EGA LSI LA. DOC
NORTHERLY LINE OF LOTS 4 AND 5, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
1 °35'57", AN ARC LENGTH OF 80.92 FEET; THENCE SOUTH 13001'43" WEST, 148.00 FEET, TO
THE SOUTHERLY LINE OF SAID LOT 5, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2751.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 13001'43" EAST; THENCE NORTHWESTERLY ALONG THE SOUTHERLY LINE OF
LOTS 5, 4 AND 3, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1°39'15", AN ARC
LENGTH OF 79.43 FEET; THENCE NORTH 11 °22'28" EAST, 148.00 FEET, TO THE NORTHERLY
LINE OF SAID LOT 3, SAID POINT BEING ON A CURVE CONCAVE SOUTHWESTERLY HAVING A
RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 11 022'28" EAST;
THENCE SOUTHEASTERLY ALONG THE NORTHERLY LINE OF SAID LOT 3, ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 0003'19", AN ARC LENGTH OF 2.79 FEET, TO THE POINT OF
BEGINNING.
LOT 4
THAT PORTION OF LOTS 5 AND 6 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 5, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 14008'46" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHERLY LINE OF SAID LOT 6, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0032'13", AN ARC LENGTH OF 27.17 FEET; THENCE SOUTH 14040'59" WEST, 148.00 FEET, TO
THE SOUTHERLY LINE OF SAID LOT 6, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY, HAVING A RADIUS OF 2751.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 14040'59" EAST; THENCE WESTERLY ALONG THE SOUTHERLY LINE OF SAID
LOTS 6 AND 5, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1 °39'16", AN ARC LENGTH
OF 79.43 FEET; THENCE NORTH 13001'43" EAST, 148.00 FEET, TO THE NORTHERLY LINE OF
SAID LOT 5, SAID POINT BEING ON A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS
OF 148.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 13001'43" EAST; THENCE
EASTERLY ALONG THE NORTHERLY LINE OF SAID LOT 5, ALONG SAID CURVE THROUGH A
CENTRAL ANGLE OF 1007'03", AN ARC LENGTH OF 56.54 FEET, TO THE POINT OF BEGINNING.
LOT 5
THAT PORTION OF LOTS 6 AND 7 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 6, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 15030'16" EAST; THENCE EASTERLY ALONG THE NORTHERLY LINE
OF SAID LOT 7, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 0049'59", AN ARC
LENGTH OF 42.15 FEET; THENCE SOUTH 16020'15" WEST, 148.00 FEET, TO THE SOUTHERLY
LINE OF SAID LOT 7, SAID POINT BEING ON A CURVE CONCAVE SOUTHWESTERLY HAVING A
RADIUS OF 2751.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 16020'15" EAST;
THENCE WESTERLY ALONG THE SOUTHERLY LINE OF SAID LOTS 7 AND 6, ALONG SAID
CURVE THROUGH A CENTRAL ANGLE OF 1039'16", AN ARC LENGTH OF 79.43 FEET; THENCE
NORTH 14040'59" EAST, 148.00 FEET, TO THE NORTHERLY LINE OF SAID LOT 6, SAID POINT
BEING ON A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A
RADIAL LINE THROUGH SAID POINT BEARS NORTH 14040'59" EAST; THENCE EASTERLY ALONG
THE NORTHERLY LINE OF SAID LOT 6, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0049'17", AN ARC LENGTH OF 41,56 FEET, TO THE POINT OF BEGINNING,
PAGE 2
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•
•
LOT 6
THAT PORTION OF LOTS 7 AND 8 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 7, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 16051'46" EAST; THENCE EASTERLY ALONG THE NORTHERLY LINE
OF SAID LOT 8, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1°07'45", AN ARC
LENGTH OF 57.13 FEET; THENCE SOUTH 17059'31" WEST, 148.00 FEET, TO THE SOUTHERLY
LINE OF SAID LOT 8, SAID POINT BEING ON A CURVE CONCAVE SOUTHWESTERLY HAVING A
RADIUS OF 2751.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 17°59'31" EAST;
THENCE WESTERLY ALONG THE SOUTHERLY LINE OF SAID LOTS 8 AND 7, ALONG SAID
CURVE THROUGH A CENTRAL ANGLE OF 1039'16", AN ARC LENGTH OF 79.43 FEET; THENCE
NORTH 16020'15" EAST, 148.00 FEET, TO THE NORTHERLY LINE OF SAID LOT 7, SAID POINT
BEING ON A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A
RADIAL LINE THROUGH SAID POINT BEARS NORTH 16020'15" EAST; THENCE EASTERLY ALONG
THE NORTHERLY LINE OF SAID LOT 7, AN ARC LENGTH OF 26.58 FEET, TO THE POINT OF
BEGINNING.
LOT 7
THAT PORTION OF LOTS 8, 9 AND 10 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS
PER MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE
OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 8, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 18013'16" EAST; THENCE EASTERLY ALONG THE NORTHERLY LINE
OF SAID LOTS 9 AND 10, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1025'30", AN
ARC LENGTH OF 72.11 FEET; THENCE SOUTH 19038'46" WEST, 148.00 FEET, TO THE
SOUTHERLY LINE OF SAID LOT 10, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2751.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 19038'46" EAST; THENCE WESTERLY ALONG THE SOUTHERLY LINE OF SAID
LOTS 10, 9 AND 8, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1039'15", AN ARC
LENGTH OF 79.43 FEET; THENCE NORTH 17059'31" EAST, 148.00 FEET, TO THE NORTHERLY
LINE OF SAID LOT 8, SAID POINT BEING ON A CURVE CONCAVE SOUTHWESTERLY HAVING A
RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 17059'31" EAST;
THENCE EASTERLY ALONG THE NORTHERLY LINE OF SAID LOT 8, ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 0013'45", AN ARC LENGTH OF 11.60 FEET, TO THE POINT OF
BEGINNING.
LOT 8
THAT PORTION OF LOTS 10 AND 11 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 10, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 20043'04" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 11, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0022'27", AN ARC LENGTH OF 18.93 FEET; THENCE SOUTH 21 °18'02" WEST, 148.00 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 11, SAID POINT BEING ON A CURVE CONCAVE
PAGE 3
G:44131081EGALSILA. DOC
SOUTHWESTERLY HAVING A RADIUS OF 2751.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 21 °18'02" EAST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF SAID LOTS 11 AND 10, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1 °39'16",
AN ARC LENGTH OF 79.43 FEET; THENCE NORTH 19038'46" EAST, 148.00 FEET, TO THE
NORTHEASTERLY LINE OF LOT 10, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 19038'46" EAST; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE
OF SAID LOT 10, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1016'49", AN ARC
LENGTH OF 64.78 FEET, TO THE POINT OF BEGINNING.
LOT 9
THAT PORTION OF LOTS 11 AND 12 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF LOT 11, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 22017'46" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 12, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0039'32", AN ARC LENGTH OF 33.34 FEET; THENCE SOUTH 22057'18" WEST, 148.00 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 12, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2751.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 22057'18" EAST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF SAID LOTS 12 AND 11, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1°39'16",
AN ARC LENGTH OF 79.43 FEET; THENCE NORTH 21 °18'02" EAST, 148.00 FEET, TO THE
NORTHEASTERLY LINE OF SAID LOT 11, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 11, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0059'44", AN ARC LENGTH OF 50.37 FEET, TO THE POINT OF BEGINNING.
LOT 10
THAT PORTION OF LOTS 12 AND 13 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 12, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 23039'16" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 13, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0057'18", AN ARC LENGTH OF 48.32 FEET; THENCE SOUTH 24036'34" WEST, 148.00 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 13, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2751.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 24036'34" EAST; THENCE NORTHWESTERLY ALONG THE SOUTHEASTERLY LINE
OF SAID LOTS 13 AND 12, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1 °39'16", AN
ARC LENGTH OF 79.43 FEET; THENCE NORTH 22057'18" EAST, 148.00 FEET, TO THE
NORTHEASTERLY LINE OF SAID LOT 12, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 22057'18" EAST; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE
OF SAID LOT 12, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 0041'58", AN ARC
LENGTH OF 35.39 FEET, TO THE POINT OF BEGINNING.
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LOT 11
THAT PORTION OF LOTS 13 AND 14 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 13, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 25000'46" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 14, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
1015'03", AN ARC LENGTH OF 63.30 FEET; THENCE SOUTH 26015'50" WEST, 148.00 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 14, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2751.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 26015'50" EAST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF SAID LOTS 14 AND 13, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1°39'16",
AN ARC LENGTH OF 79.43 FEET; THENCE NORTH 24036'34" EAST, 148.00 FEET, TO THE
NORTHEASTERLY LINE OF SAID LOT 13, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 24036'34" EAST; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE
OF SAID LOT 13, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 0024'12", AN ARC
LENGTH OF 20.41 FEET, TO THE POINT OF BEGINNING.
LOT 12
THAT PORTION OF LOTS 14,15 AND 16 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS
PER MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE
OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 14, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 26022'16" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOTS 15 AND 16, ALONG SAID CURVE THROUGH A CENTRAL
ANGLE OF 1 °32'49", AN ARC LENGTH OF 78.28 FEET; THENCE SOUTH 27055'05" WEST, 148.00
FEET, TO THE SOUTHWESTERLY LINE OF SAID LOT 16, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2751.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 27055'05" EAST; THENCE NORTHWESTERLY ALONG THE
SOUTHWESTERLY LINE OF LOTS 16, 15 AND 14, ALONG SAID CURVE THROUGH A CENTRAL
ANGLE OF 1039'16", AN ARC LENGTH OF 79.43 FEET; THENCE NORTH 26015'50" EAST, 148.00
FEET, TO THE NORTHEASTERLY LINE OF SAID LOT 14, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 26115'50" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 14, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0006'27", AN ARC LENGTH OF 5.43 FEET, TO THE POINT OF BEGINNING.
LOT 13
THAT PORTION OF LOTS 16 AND 17 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 16, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 29005'16" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 17, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0029'05", AN ARC LENGTH OF 24.53 FEET; THENCE SOUTH 29034'21" WEST, 148.00 FEET, TO
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THE SOUTHWESTERLY LINE OF SAID LOT 17, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2751.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 29034'21" EAST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF SAID LOTS 17 AND 16, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1039'16",
AN ARC LENGTH OF 79.43 FEET; THENCE NORTH 27055'05" EAST, 148.00 FEET, TO THE
NORTHEASTERLY LINE OF SAID LOT 16, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 27055'05' EAST; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE
OF SAID LOT 16, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1 °10'11 ", AN ARC
LENGTH OF 59.18 FEET, TO THE POINT OF BEGINNING.
LOT 14
THAT PORTION OF LOTS 17 AND 18 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 17, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 30026'46" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 18, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0046'51 ", AN ARC LENGTH OF 39.51 FEET; THENCE SOUTH 31 °13'37" WEST, 148.00 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 18, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2751.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 31 °13'37" EAST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF SAID LOTS 18 AND 17, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1039'16",
AN ARC LENGTH OF 79.43 FEET; THENCE NORTH 29034'21" EAST, 148.00 FEET, TO THE
NORTHEASTERLY LINE OF SAID LOT 17, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 29034'21" EAST; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE
OF SAID LOT 17, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 0052'25", AN ARC
LENGTH OF 44.20 FEET, TO THE POINT OF BEGINNING.
LOT 15
THAT PORTION OF LOTS 18 AND 19 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 18, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 31048'16" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 19, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
1 °04'37", AN ARC LENGTH OF 54.48 FEET; THENCE SOUTH 32052'53" WEST, 148.00 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 19, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2751.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 32052'53" EAST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF SAID LOTS 19 AND 18, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1°39'16",
AN ARC LENGTH OF 79.43 FEET; THENCE NORTH 31 °13'37" EAST, 148.00 FEET, TO THE
NORTHEASTERLY LINE OF SAID LOT 18, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 31013'37" EAST; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE
OF SAID LOT 18, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 0°34'39", AN ARC
LENGTH OF 29,22 FEET, TO THE POINT OF BEGINNING.
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LOT 16
THAT PORTION OF LOTS 19, 20 AND 21 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS
PER MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE
OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 19, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 33009'46" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF LOTS 20 AND 21, ALONG SAID CURVE THROUGH A CENTRAL ANGLE
OF 1022'22", AN ARC LENGTH OF 69.47 FEET; THENCE SOUTH 34032'09" WEST, 148.00 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 21, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2751.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 34032'09" EAST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF SAID LOTS 21, 20 AND 19, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
1 °39'16", AN ARC LENGTH OF 79.43 FEET; THENCE NORTH 32052'53" EAST, 148.00 FEET, TO THE
NORTHEASTERLY LINE OF SAID LOT 19, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 32052'53" EAST; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE
OF SAID LOT 19, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 0°16'53", AN ARC
LENGTH OF 14.24 FEET, TO THE POINT OF BEGINNING.
LOT 17
THAT PORTION OF LOTS 21 AND 22 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 21, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 35052'46" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 22, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0018'38", AN ARC LENGTH OF 15.72 FEET; THENCE SOUTH 36011'24" WEST, 148.00 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 22, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2751.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 36011'24" EAST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF SAID LOTS 22 AND 21, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1039'16",
AN ARC LENGTH OF 79.43 FEET; THENCE NORTH 34032'09" EAST, 148.00 FEET, TO THE
NORTHEASTERLY LINE OF SAID LOT 21, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 34032'09" EAST; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE
OF SAID LOT 21, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1020'38", AN ARC
LENGTH OF 67.99 FEET, TO THE POINT OF BEGINNING.
LOT 18
THAT PORTION OF LOTS 22 AND 23 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 22, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 37014'16" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 23, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0036'24", AN ARC LENGTH OF 30.69 FEET; THENCE SOUTH 37050'40" WEST, 148.00 FEET, TO
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THE SOUTHWESTERLY LINE OF SAID LOT 23, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2751.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 37050'40" EAST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF SAID LOTS 23 AND 22, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1°39'16",
AN ARC LENGTH OF 79.43 FEET; THENCE NORTH 36°11'24" EAST, 148.00 FEET, TO THE
NORTHEASTERLY LINE OF SAID LOT 22, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 36011'24" EAST; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE
OF SAID LOT 22, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1002'52", AN ARC
LENGTH OF 53.01 FEET, TO THE POINT OF BEGINNING.
LOT 19
THAT PORTION OF LOTS 23 AND 24 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 23, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 38035'46" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 24, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0054'10", AN ARC LENGTH OF 45.67 FEET; THENCE SOUTH 39029'56" WEST, 148.00 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 24, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2751.00 FEET; THENCE NORTHWESTERLY ALONG
THE SOUTHWESTERLY LINE OF SAID LOTS 24 AND 23, ALONG SAID CURVE THROUGH A
CENTRAL ANGLE OF 1039'16", AN ARC LENGTH OF 77.43 FEET; THENCE NORTH 37050'40" EAST,
148.00 FEET, TO THE NORTHEASTERLY LINE OF SAID LOT 23, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2899.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 37050'40" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 23, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0045'06", AN ARC LENGTH OF 38.03 FEET, TO THE POINT OF BEGINNING.
LOT 20
THAT PORTION OF LOTS 24 AND 25 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 25; THENCE SOUTHEASTERLY ALONG
THE NORTHERLY LINE OF SAID LOT 25, SOUTH 54°12'48" EAST, 14.82 FEET; THENCE LEAVING
SAID NORTHERLY LINE, SOUTH 35014'35" WEST, 148.58 FEET TO THE SOUTHERLY LINE OF
SAID LOT 25, SAID POINT BEING ON A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS
OF 302.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 35014'35" WEST; THENCE
NORTHWESTERLY ALONG SAID SOUTHERLY LINE, ALONG SAID CURVE THROUGH A CENTRAL
ANGLE OF 5031'18", AND ARC LENGTH OF 29.10 FEET TO THE SOUTHEAST CORNER OF SAID
LOT 24, SAID POINT BEING THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY HAVING
A RADIUS OF 2751.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 40°46'11"
EAST; THENCE NORTHWESTERLY ALONG SAID SOUTHERLY LINE, ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 1016'15", AN ARC LENGTH OF 61.02 FEET; THENCE LEAVING
SAID SOUTHERLY LINE, NORTH 39029'56" EAST, 148.00 FEET TO THE NORTHERLY LINE OF SAID
LOT 24, SAID POINT BEING ON A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF
2899.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 39029'56" EAST, THENCE
SOUTHEASTERLY ALONG SAID NORTHERLY LINE, ALONG SAID CURVE THROUGH A CENTRAL
ANGLE OF 1016'15", AN ARC LENGTH OF 64.30 FEET TO THE POINT OF BEGINNING.
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LOT 21
THAT PORTION OF LOTS 25 AND 26 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 25, SAID POINT BEING THE BEGINNING
OF A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 167.00 FEET, A RADIAL LINE
THROUGH SAID POINT BEARS NORTH 12031'09" EAST; THENCE EASTERLY ALONG THE
NORTHERLY LINE OF SAID LOT 26, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
2052'03", AN ARC LENGTH OF 8.36 FEET; THENCE SOUTH 9039'06" WEST, 135.00 FEET, TO THE
SOUTHERLY LINE OF SAID LOT 26, SAID POINT BEING ON A CURVE CONCAVE NORTHERLY
HAVING A RADIUS OF 302.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH
9039'06" WEST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY LINE OF SAID LOTS
26 AND 25, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 25°35'47", AN ARC LENGTH
OF 134.92 FEET; THENCE NORTH 35014'53" EAST, 148.58 FEET, TO THE NORTHEASTERLY LINE
OF SAID LOT 25; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE OF SAID LOT
25, SOUTH 54012'48" EAST, 64.53 FEET, TO THE POINT OF BEGINNING.
LOT 22
THAT PORTION OF LOTS 26 AND 27 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 26, SAID POINT BEING ON A CURVE
CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 647.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS SOUTH 6040'18" EAST; THENCE NORTHEASTERLY ALONG THE NORTHERLY
LINE OF SAID LOT 27, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 2°17'36", AN ARC
LENGTH OF 25.90 FEET; THENCE SOUTH 8057'54" EAST, 135.00 FEET, TO THE SOUTHEASTERLY
LINE OF SAID LOT 27, SAID POINT BEING ON A CURVE CONCAVE NORTHWESTERLY HAVING A
RADIUS OF 782.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 8°57'54" EAST;
THENCE SOUTHWESTERLY ALONG THE SOUTHEASTERLY LINE OF SAID LOTS 27 AND 26,
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 2036'54", AN ARC LENGTH OF 35.69
FEET, TO THE BEGINNING OF A TANGENT CURVE CONCAVE NORTHERLY HAVING A RADIUS
OF 302.00 FEET; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY LINE OF SAID LOT
26, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 16°00'07", AN ARC LENGTH OF 84.34
FEET; THENCE NORTH 9039'06" EAST, 135.00 FEET, TO THE NORTHERLY LINE OF SAID LOT 26,
SAID POINT BEING ON A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 167.00 FEET, A
RADIAL LINE THROUGH SAID POINT BEARS SOUTH 9039'06" WEST; THENCE WESTERLY ALONG
THE NORTHERLY LINE OF SAID LOT 26, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
16000'07", AN ARC LENGTH OF 46.64 FEET, TO THE BEGINNING OF A TANGENT CURVE
CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 647.00 FEET; THENCE CONTINUING
EASTERLY ALONG SAID NORTHERLY LINE, ALONG SAID CURVE THROUGH A CENTRAL ANGLE
OF 0019'17", AN ARC LENGTH OF 3.63 FEET, TO THE POINT OF BEGINNING.
LOT 23
THAT PORTION OF LOTS 27 AND 28 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 27, SAID POINT BEING ON A CURVE
CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 647.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS SOUTH 12015'19" EAST; THENCE NORTHEASTERLY ALONG THE
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NORTHERLY LINE OF SAID LOT 28, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
3039'03", AN ARC LENGTH OF 41.23 FEET; THENCE SOUTH 15054'22" EAST, 135.00 FEET, TO THE
SOUTHERLY LINE OF SAID LOT 28, SAID POINT BEING ON A CURVE CONCAVE
SOUTHEASTERLY HAVING A RADIUS OF 782.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS SOUTH 15054'22" EAST; THENCE WESTERLY ALONG SOUTHERLY LINE OF SAID LOT 28
AND 27, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 6056'27", AN ARC LENGTH OF
94.73 FEET; THENCE NORTH 8057'54" WEST, 135.00 FEET, TO THE NORTHERLY LINE OF SAID
LOT 27, SAID POINT BEING ON A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF
647.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 8057'54' EAST; THENCE
EASTERLY ALONG THE NORTHERLY LINE OF SAID LOT 27, ALONG SAID CURVE THROUGH A
CENTRAL ANGLE OF 3017'25", AN ARC LENGTH OF 37.15 FEET, TO THE POINT OF BEGINNING.
LOT 24
THAT PORTION OF LOTS 28 AND 29 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 28, SAID POINT BEING THE BEGINNING
OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 647.00 FEET, A RADIAL LINE
THROUGH SAID POINT BEARS SOUTH 17050'20" EAST; THENCE NORTHEASTERLY ALONG THE
NORTHWESTERLY LINE OF SAID LOT 29, ALONG SAID CURVE THROUGH A CENTRAL ANGLE
OF 5000'29", AN ARC LENGTH OF 56.55 FEET; THENCE SOUTH 22050'49" EAST, 135.00 FEET, TO
THE SOUTHEASTERLY LINE OF SAID LOT 29, SAID POINT BEING ON A CURVE CONCAVE
NORTHWESTERLY HAVING A RADIUS OF 782.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS SOUTH 22050'49" EAST; THENCE SOUTHWESTERLY ALONG THE SOUTHEASTERLY LINE
OF SAID LOTS 29 AND 28, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 6056'27", AN
ARC LENGTH OF 94.73 FEET; THENCE NORTH 15054'22" WEST, 135.00 FEET, TO THE
NORTHWESTERLY LINE OF SAID LOT 28, SAID POINT BEING ON A CURVE CONCAVE
NORTHWESTERLY HAVING A RADIUS OF 647.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS SOUTH 15054'22" EAST; THENCE NORTHEASTERLY ALONG SAID NORTHWESTERLY
LINE, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1°55'58", AN ARC LENGTH OF 21.83
FEET, TO THE POINT OF BEGINNING.
LOT 25
THAT PORTION OF LOT 30 AS SHOWN BY PARCEL MERGER NO. 98- , RECORDED
AS INSTRUMENT NO. ; TOGETHER WITH THAT
PORTION OF LOT 29 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER MAP ON FILE
IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF THE COUNTY
RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 29, SAID POINT BEING ON A CURVE
CONCAVE NORTHWESTERLY HAVING A RADIUS OF 647.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS SOUTH 23025'21" EAST; THENCE NORTHEASTERLY ALONG THE
NORTHWESTERLY LINE OF SAID LOT 30, ALONG SAID CURVE THROUGH A CENTRAL ANGLE
OF 6021'58", AN ARC LENGTH OF 71.89 FEET; THENCE SOUTH 29047'19" EAST, 135.00 FEET, TO
THE SOUTHEASTERLY LINE OF SAID LOT 30, SAID POINT BEING ON A CURVE CONCAVE
NORTHWESTERLY HAVING A RADIUS OF 782.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS SOUTH 29047'19" EAST; THENCE SOUTHWESTERLY ALONG THE SOUTHEASTERLY LINE
OF SAID LOTS 30 AND 29, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 6°56'30", AN
ARC LENGTH OF 94.74 FEET; THENCE NORTH 22050'49" WEST, 135.00 FEET, TO THE
NORTHWESTERLY LINE OF SAID LOT 29, SAID POINT BEING ON A CURVE CONCAVE
NORTHWESTERLY HAVING A RADIUS OF 647.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS SOUTH 22050'49" EAST; THENCE NORTHEASTERLY ALONG THE NORTHWESTERLY LINE
PAGE 10
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OF SAID LOT 29, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 0°34'32", AN ARC
LENGTH OF 6.50 FEET, TO THE POINT OF BEGINNING.
LOT 26
THAT PORTION OF LOT 30 AS SHOWN BY PARCEL MERGER NO. 98- , RECORDED
AS INSTRUMENT NO. , DESCRIBED AS
FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF SAID LOT 30, SAID POINT BEING ON A CURVE
CONCAVE NORTHWESTERLY HAVING A RADIUS OF 647.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS SOUTH 23025'21" WEST; THENCE NORTHEASTERLY ALONG THE
NORTHERLY LINE OF SAID LOT 30, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
6021'58", AND ARC LENGTH OF 71.89 FEET TO THE TRUE POINT OF BEGINNING; THENCE
CONTINUING ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 6056'26", AN ARC LENGTH
OF 78.38 FEET; THENCE LEAVING SAID NORTHERLY LINE, SOUTH 36043'45" EAST, 135.00 FEET
TO THE SOUTHERLY LINE OF SAID LOT 30, SAID POINT BEING THE BEGINNING OF A CURVE
CONCAVE NORTHWESTERLY HAVING A RADIUS OF 782.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS SOUTH 36043'45" EAST; THENCE SOUTHWESTERLY ALONG SAID
SOUTHERLY LINE, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 6056'26", AN ARC
LENGTH OF 94.73 FEET; THENCE LEAVING SAID SOUTHERLY LINE, NORTH 29047'19" WEST,
135.00 FEET TO THE POINT OF BEGINNING.
LOT 27
THAT PORTION OF LOT 30 AS SHOWN BY PARCEL MERGER NO. 98- , RECORDED
AS INSTRUMENT NO. , DESCRIBED AS
FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF SAID LOT 30, SAID POINT BEING ON A CURVE
CONCAVE NORTHWESTERLY HAVING A RADIUS OF 647.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS SOUTH 23025'21" WEST; THENCE NORTHEASTERLY ALONG THE
NORTHERLY LINE OF SAID LOT 30, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
13018'24", AN ARC LENGTH OF 156.77 FEET TO THE TRUE POINT OF BEGINNING; THENCE
CONTINUING ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 2027'31", AN ARC LENGTH
OF 27.76 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY HAVING A
RADIUS OF 473.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 39011'16" WEST;
THENCE CONTINUING ALONG SAID NORTHERLY LINE, ALONG SAID CURVE THROUGH A
CENTRAL ANGLE OF 7037'35", AN ARC LENGTH OF 63.96 FEET; THENCE LEAVING SAID
NORTHERLY LINE, SOUTH 31033'41" EAST, 135.00 FEET TO THE SOUTHERLY LINE OF SAID LOT
30, SAID POINT BEING ON A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 338.00
FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 31033'41" WEST; THENCE
NORTHWESTERLY ALONG SAID SOUTHERLY LINE, ALONG SAID CURVE THROUGH A CENTRAL
ANGLE OF 7037'35", AN ARC LENGTH OF 44.99 FEET TO THE BEGINNING OF A CURVE
CONCAVE NORTHWESTERLY HAVING A RADIUS OF 782.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS SOUTH 39011'16" EAST; THENCE CONTINUING ALONG SAID SOUTHERLY
LINE, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 2027'31 ", AN ARC LENGTH OF 33.56
FEET; THENCE LEAVING SAID SOUTHERLY LINE, NORTH 36043'45" WEST, 135.00 FEET TO THE
TRUE POINT OF BEGINNING.
LOT 28
THAT PORTION OF LOT 30 AS SHOWN BY PARCEL MERGER NO. 98- , RECORDED
AS INSTRUMENT NO. DESCRIBED AS
FOLLOWS:
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•
COMMENCING AT THE NORTHWEST CORNER OF SAID LOT 30, SAID POINT BEING ON A CURVE
CONCAVE NORTHWESTERLY HAVING A RADIUS OF 647.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS SOUTH 23025'21" WEST; THENCE NORTHEASTERLY ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 15045'55", AN ARC LENGTH OF 184.53 FEET TO THE
BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 473.00 FEET, A
RADIAL LINE THROUGH SAID POINT BEARS NORTH 39011'16" WEST; THENCE CONTINUING
ALONG SAID NORTHERLY LINE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 7037'35",
AN ARC LENGTH OF 63.96 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 3026'16", AN ARC LENGTH OF 28.38
FEET; THENCE CONTINUING ALONG SAID NORTHERLY LINE, NORTH 61052'35" EAST, 78.94
FEET TO A POINT BEING SOUTH 61 °52'35" WEST, 76.47 FEET FROM THE NORTHEAST CORNER
OF SAID LOT 30; THENCE LEAVING SAID NORTHERLY LINE, SOUTH 18038'55" EAST, 141.54 FEET
TO THE SOUTHERLY LINE OF SAID LOT 30, SAID POINT BEING ON A CURVE CONCAVE
SOUTHEASTERLY HAVING A RADIUS OF 338.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 18038'55" WEST; THENCE SOUTHWESTERLY ALONG SAID SOUTHERLY LINE,
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 12054'46", AN ARC LENGTH OF 76.18
FEET; THENCE LEAVING SAID SOUTHERLY LINE, NORTH 31033'41" WEST, 135.00 FEET TO THE
POINT OF BEGINNING.
LOT 29
THAT PORTION OF LOT 30 AS SHOWN BY PARCEL MERGER NO. 98- , RECORDED
AS INSTRUMENT NO. DESCRIBED AS
FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 30; THENCE SOUTHEASTERLY ALONG
THE EASTERLY LINE OF SAID LOT, SOUTH 33016'01" EAST, 159.44 FEET TO THE SOUTHEAST
CORNER OF SAID LOT 30, SAID POINT BEING THE BEGINNING OF A CURVE CONCAVE
NORTHWESTERLY HAVING A RADIUS OF 25.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS SOUTH 78002'43" EAST; THENCE NORTHWESTERLY ALONG THE SOUTHERLY LINE OF
SAID LOT 30, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 74025'43", AN ARC LENGTH
OF 32.48 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY HAVING A
RADIUS OF 338.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 3°37'00" WEST;
THENCE CONTINUING ALONG SAID SOUTHERLY LINE, ALONG SAID CURVE THROUGH A
CENTRAL ANGLE OF 15001'55", AN ARC LENGTH OF 88.68 FEET; THENCE LEAVING SAID
SOUTHERLY LINE, NORTH 18038'55" WEST, 141.54 FEET TO THE NORTHERLY LINE OF SAID LOT
30; THENCE ALONG SAID NORTHERLY LINE, NORTH 61 °52'35" EAST, 76.47 FEET TO THE POINT
OF BEGINNING.
LOT 30
LOT 36 AND A PORTION OF LOT 37 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 36; THENCE SOUTHERLY ALONG THE
EASTERLY LINE OF SAID LOT 36, SOUTH 5°12'26" EAST, 135.00 FEET, TO THE SOUTHEAST
CORNER OF SAID LOT 36, SAID POINT BEING THE BEGINNING OF A CURVE CONCAVE
SOUTHEASTERLY HAVING A RADIUS OF 167.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 5012'26" WEST; THENCE SOUTHWESTERLY ALONG THE SOUTHERLY LINE OF
SAID LOTS 36 AND 37, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 26004'33", AN ARC
LENGTH OF 76.00 FEET; THENCE NORTH 31016'59" WEST, 135.00 FEET, TO THE
NORTHWESTERLY LINE OF SAID LOT 37, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 302.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 31016'59" WEST; THENCE NORTHEASTERLY ALONG THE NORTHWESTERLY
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LINE OF SAID LOTS 37 AND 36, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 26004'35",
AN ARC LENGTH OF 137.44 FEET, TO THE POINT OF BEGINNING.
LOT 31
THAT PORTION OF LOTS 37 AND 38 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 38, SAID POINT BEING ON A CURVE
CONCAVE NORTHWESTERLY HAVING A RADIUS OF 818.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS SOUTH 38013'56" EAST; THENCE NORTHEASTERLY ALONG THE
NORTHWESTERLY LINE OF SAID LOT 37, ALONG SAID CURVE THROUGH A CENTRAL ANGLE
OF 0057'20", AN ARC LENGTH OF 41.66 FEET, TO THE BEGINNING OF A REVERSE CURVE
CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 302.00 FEET; THENCE CONTINUING ALONG
SAID NORTHWESTERLY LINE, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 7°54'17",
AN ARC LENGTH OF 41.66 FEET; THENCE SOUTH 31 °16'59" EAST, 135.00 FEET, TO THE
SOUTHEASTERLY LINE OF SAID LOT 37, SAID POINT BEING ON A CURVE CONCAVE
SOUTHEASTERLY HAVING A RADIUS OF 167.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 31016'59" WEST; THENCE SOUTHWESTERLY ALONG THE SOUTHEASTERLY
LINE OF SAID LOT 37, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 7054'17", AN ARC
LENGTH OF 23.04 FEET; THENCE CONTINUING ALONG SAID SOUTHEASTERLY LINE OF LOT 37,
SOUTH 50048'44" WEST, 15.89 FEET TO THE SOUTHWEST CORNER OF SAID LOT 37, SAID
POINT BEING THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF
220.00 FEET; THENCE ALONG THE SOUTHEASTERLY LINE OF LOT 38, ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 10045'09", AN ARC LENGTH OF 41.29 FEET; THENCE LEAVING
SAID SOUTHERLY LINE NORTH 35046'56" WEST, 140.56 FEET, TO THE NORTHWESTERLY LINE
OF SAID LOT 38, SAID POINT BEING ON A CURVE CONCAVE NORTHWESTERLY HAVING A
RADIUS OF 818.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 35°46'56" EAST;
THENCE NORTHEASTERLY ALONG THE NORTHWESTERLY LINE OF SAID LOT 38, ALONG SAID
CURVE THROUGH A CENTRAL ANGLE OF 2027'00", AN ARC LENGTH OF 34.98 FEET, TO THE
POINT OF BEGINNING.
LOT 32
THAT PORTION OF LOTS 38, 39 AND 40 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS
PER MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE
OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 39, SAID POINT BEING ON A CURVE
CONCAVE NORTHWESTERLY HAVING A RADIUS OF 818.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS SOUTH 33040'28" EAST; THENCE NORTHEASTERLY ALONG THE
NORTHWESTERLY LINE OF SAID LOT 38, ALONG SAID CURVE THROUGH A CENTRAL ANGLE
OF 2006'28", AN ARC LENGTH OF 30.09 FEET; THENCE SOUTH 35046'56" EAST, 140.56 FEET, TO
THE SOUTHEASTERLY LINE OF SAID LOT 38, SAID POINT BEING ON A CURVE CONCAVE
SOUTHEASTERLY HAVING A RADIUS OF 220.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 49056'25" WEST; THENCE SOUTHWESTERLY ALONG THE SOUTHEASTERLY
LINE OF SAID LOTS 38 AND 39, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 8°51'03",
AN ARC LENGTH OF 33.99 FEET, TO THE BEGINNING OF A TANGENT CURVE CONCAVE
SOUTHEASTERLY HAVING A RADIUS OF 847.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 58047'28" WEST; THENCE -SOUTHWESTERLY ALONG THE SOUTHEASTERLY
LINE OF SAID LOT 39, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 2054'16", AN ARC
LENGTH OF 42.94 FEET; THENCE NORTH 61 °41'45" WEST, 136.38 FEET, TO THE
NORTHWESTERLY LINE OF SAID LOT 40, SAID POINT BEING ON A CURVE CONCAVE
NORTHWESTERLY HAVING A RADIUS OF 61.00 FEET, A RADIAL LINE THROUGH SAID POINT
PAGE 13
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• 0
BEARS SOUTH 74016'29" EAST; THENCE NORTHERLY ALONG THE NORTHWESTERLY LINE OF
SAID LOTS 40 AND 39, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 36°45'31", AN ARC
LENGTH OF 39.14 FEET, TO THE BEGINNING OF A REVERSE CURVE CONCAVE
SOUTHEASTERLY HAVING A RADIUS OF 25.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS SOUTH 68058'00" WEST; THENCE NORTHEASTERLY ALONG THE NORTHWESTERLY
LINE OF LOT 39, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 81°05'00", AN ARC
LENGTH OF 35.38 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY HAVING
A RADIUS OF 818.00 FEET; THENCE NORTHEASTERLY ALONG THE NORTHWESTERLY LINE OF
SAID LOT 39, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 3°43'28", AN ARC LENGTH
OF 53.17 FEET, TO THE POINT OF BEGINNING.
LOT 33
THAT PORTION OF LOTS 39,40 AND 41 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS
PER MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE
OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE MOST WESTERLY CORNER OF SAID LOT 40, SAID POINT BEING ON A
CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 982.00 FEET, A RADIAL LINE
THROUGH SAID POINT BEARS NORTH 66028'42" WEST; THENCE NORTHEASTERLY ALONG THE
NORTHWESTERLY LINE OF SAID LOT 40, ALONG SAID CURVE THROUGH A CENTRAL ANGLE
OF 4003'10", AN ARC LENGTH OF 69.46 FEET, TO THE BEGINNING OF A REVERSE CURVE
CONCAVE NORTHWESTERLY HAVING A RADIUS OF 61.00 FEET, A RADIAL LINE THROUGH SAID
POINT BEARS NORTH 62025'32" WEST; THENCE NORTHEASTERLY ALONG THE
NORTHWESTERLY LINE OF LOT 40, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
11 °50'57", AN ARC LENGTH OF 12.62 FEET; THENCE SOUTH 61 °41'45" EAST, 136.38 FEET, TO
THE SOUTHEASTERLY LINE OF SAID LOT 39, SAID POINT BEING ON A CURVE CONCAVE
SOUTHEASTERLY HAVING A RADIUS OF 847.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 61041'45" WEST; THENCE SOUTHWESTERLY ALONG THE SOUTHEASTERLY
LINE OF LOTS 39, 40 AND 41, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 5°19'30",
AN ARC LENGTH OF 78.72 FEET.; THENCE NORTH 67001'15" WEST, 135.00 FEET, TO THE
NORTHWESTERLY LINE OF LOT 41, SAID POINT BEING ON A CURVE CONCAVE
SOUTHEASTERLY HAVING A RADIUS OF 982.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 67001'15" WEST; THENCE NORTHEASTERLY ALONG THE NORTHWESTERLY
LINE OF SAID LOT 41, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 0032'33", AN ARC
LENGTH OF 9.30 FEET, TO THE POINT OF BEGINNING.
LOT 34
THAT PORTION OF LOTS 41 AND 42 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE MOST WESTERLY CORNER OF SAID LOT 41, SAID POINT BEING ON A
CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 982.00 FEET, A RADIAL LINE
THROUGH SAID POINT BEARS NORTH 70046'19" WEST; THENCE NORTHEASTERLY ALONG THE
NORTHWESTERLY LINE OF SAID LOT 41, ALONG SAID CURVE THROUGH A CENTRAL ANGLE
OF 3045'04", AN ARC LENGTH OF 64.29 FEET; THENCE SOUTH 67001'15" EAST, 135.00 FEET, TO
THE SOUTHEASTERLY LINE OF SAID LOT 41, SAID POINT BEING ON A CURVE CONCAVE
SOUTHEASTERLY HAVING A RADIUS OF 847.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 67001'15" WEST; THENCE SOUTHWESTERLY ALONG THE SOUTHEASTERLY
LINE OF SAID LOT 41, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 3°45'04", AN ARC
LENGTH OF 55.45 FEET, TO THE SOUTHEAST CORNER OF SAID LOT 41; THENCE
SOUTHWESTERLY ALONG THE SOUTHEASTERLY LINE OF SAID LOT 42, SOUTH 6050'51" WEST,
25.60 FEET; THENCE NORTH 67001'15" WEST, 141.30 FEET, TO THE NORTHWESTERLY LINE OF
PAGE 14
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SAID LOT 42, SAID POINT BEING ON A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS
OF 178.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 66025'56" EAST; THENCE
NORTHEASTERLY ALONG THE NORTHWESTERLY LINE OF SAID LOT 42, ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 4027'10", AN ARC LENGTH OF 13.83 FEET, TO THE POINT OF
BEGINNING.
LOT 35
THAT PORTION OF LOTS 42, 43 AND 44 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS
PER MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE
OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 43, SAID POINT BEING ON A CURVE
CONCAVE NORTHWESTERLY HAVING A RADIUS OF 178.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS SOUTH 50008'34" EAST; THENCE NORTHEASTERLY ALONG THE
NORTHWESTERLY LINE OF SAID LOT 42, ALONG SAID CURVE THROUGH A CENTRAL ANGLE
OF 16017'22", AN ARC LENGTH OF 50.61 FEET; THENCE SOUTH 67001'15* EAST, 141.30 FEET, TO
THE EASTERLY LINE OF SAID LOT 42; THENCE SOUTH 6050'51" WEST, 40.95 FEET, TO THE
SOUTHEAST CORNER OF SAID LOT 42, SAID POINT BEING THE BEGINNING OF A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 180.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 69013'29" EAST; THENCE SOUTHEASTERLY ALONG THE EASTERLY
LINE OF LOT 43, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 8037'19", AN ARC
LENGTH OF 27.09 FEET; THENCE SOUTH 85011'16" WEST, 124.70 FEET, TO THE WESTERLY
LINE OF SAID LOT 44, SAID POINT BEING ON A CURVE CONCAVE SOUTHWESTERLY HAVING A
RADIUS OF 45.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 67°39'32" EAST;
THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 62053'45",
AN ARC LENGTH OF 49.40 FEET, TO THE BEGINNING OF A REVERSE CURVE CONCAVE
EASTERLY HAVING A RADIUS OF 25.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS
SOUTH 4045'47" WEST; THENCE NORTHEASTERLY ALONG THE NORTHWESTERLY LINE OF
SAID LOT 43, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 133011'32", AN ARC
LENGTH OF 58.12 FEET, TO THE BEGINNING OF A REVERSE CURVE CONCAVE
NORTHWESTERLY HAVING A RADIUS OF 178.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS SOUTH 42002'41" EAST; THENCE NORTHEASTERLY ALONG THE NORTHWESTERLY LINE
OF SAID LOT 43, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 8005'53", AN ARC
LENGTH OF 25.16 FEET, TO THE POINT OF BEGINNING.
LOT 36
THAT PORTION OF LOTS 43,44 AND 45 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS
PER MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE
OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 45, SAID POINT BEING ON A CURVE
CONCAVE NORTHWESTERLY HAVING A RADIUS OF 45.00 FEET, A RADIAL LINE THROUGH SAID
POINT BEARS SOUTH 44009'17" EAST; THENCE NORTHEASTERLY ALONG THE
NORTHWESTERLY LINE OF SAID LOT 44, ALONG SAID CURVE THROUGH A CENTRAL ANGLE
OF 68011'11", AN ARC LENGTH OF 53.55 FEET; THENCE NORTH 85011'16' EAST, 124.70 FEET, TO
THE EASTERLY LINE OF SAID LOT 43, SAID POINT BEING ON A CURVE CONCAVE
NORTHWESTERLY HAVING A RADIUS OF 180.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 77050'48" EAST; THENCE SOUTHWESTERLY ALONG THE EASTERLY LINE OF
LOTS 43, 44 AND 45, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 55°40'30", AN ARC
LENGTH OF 174.91 FEET; THENCE NORTH 41053'24" WEST, 135.38 FEET, TO THE
NORTHWESTERLY LINE OF SAID LOT 45, SAID POINT BEING ON A CURVE CONCAVE
NORTHWESTERLY HAVING A RADIUS OF 45.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS SOUTH 41053'24" EAST; THENCE NORTHEASTERLY ALONG THE NORTHWESTERLY LINE
PAGE 15
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OF SAID LOT 45, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 2°15'53", AN ARC
LENGTH OF 1.78 FEET, TO THE POINT OF BEGINNING.
LOT 37
THAT PORTION OF LOTS 45 AND 46 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 46, SAID POINT BEING ON A CURVE
CONCAVE NORTHWESTERLY HAVING A RADIUS OF 45.00 FEET, A RADIAL LINE THROUGH SAID
POINT BEARS SOUTH 8037'15" WEST; THENCE NORTHEASTERLY ALONG THE NORTHERLY
LINE OF SAID LOT 45, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 50°30'39", AN ARC
LENGTH OF 39.67 FEET; THENCE SOUTH 41 °53'24" EAST, 135.38 FEET, TO THE
SOUTHEASTERLY LINE OF SAID LOT 45, SAID POINT BEING ON A CURVE CONCAVE
NORTHWESTERLY HAVING A RADIUS OF 180.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS SOUTH 46028'41" EAST; THENCE SOUTHWESTERLY ALONG THE SOUTHEASTERLY LINE
OF LOT 45 AND THE SOUTHWESTERLY LINE OF LOT 46, ALONG SAID CURVE THROUGH A
CENTRAL ANGLE OF 65010'23", AN ARC LENGTH OF 204.75 FEET; THENCE NORTH 20032'43"
EAST, 148.11 FEET, TO THE NORTHEASTERLY LINE OF SAID LOT 46, SAID POINT BEING ON A
CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 45.00 FEET, A RADIAL LINE
THROUGH SAID POINT BEARS SOUTH 20032'43" WEST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 46, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
11055'18", AN ARC LENGTH OF 9.37 FEET, TO THE POINT OF BEGINNING.
LOT 38
THAT PORTION OF LOTS 46 AND 47 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 47, SAID POINT BEING ON A CURVE
CONCAVE NORTHEASTERLY HAVING A RADIUS OF 45.00 FEET, A RADIAL LINE THROUGH SAID
POINT BEARS SOUTH 54023'30" WEST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 46, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
33050'47", AN ARC LENGTH OF 26.58 FEET; THENCE SOUTH 20032'43" WEST, 148.11 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 46, SAID POINT BEING ON A CURVE CONCAVE
NORTHEASTERLY HAVING A RADIUS OF 180.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS SOUTH 18041'41" WEST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF LOTS 46 AND 47, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 49046'27", AN
ARC LENGTH OF 156.37 FEET; THENCE NORTH 58020'00" EAST, 153.99 FEET, TO THE
NORTHEASTERLY LINE OF SAID LOT 47, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 100.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 76053'41" EAST; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE
OF SAID LOT 47, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 5053'08", AN ARC
LENGTH OF 10.27 FEET, TO THE BEGINNING OF A REVERSE CURVE CONCAVE
NORTHEASTERLY HAVING A RADIUS OF 45.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS SOUTH 82046'49" WEST; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE
OF SAID LOT 47, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 28023'19", AN ARC
LENGTH OF 22.30 FEET, TO THE POINT OF BEGINNING.
PAGE 16
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LOT 39
THAT PORTION OF LOTS 47 AND 48 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 48; THENCE SOUTHEASTERLY ALONG
THE NORTHEASTERLY LINE OF LOT 47, SOUTH 31040'00" EAST, 14.35 FEET, TO THE BEGINNING
OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 100.00 FEET; THENCE
SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 18033'41", AN ARC
LENGTH OF 32.40 FEET; THENCE SOUTH 58020'00" WEST, 153.99 FEET, TO THE
SOUTHWESTERLY LINE OF SAID LOT 47, SAID POINT BEING ON A CURVE CONCAVE
NORTHEASTERLY HAVING A RADIUS OF 180.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS SOUTH 68028'08" WEST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF SAID LOTS 47 AND 48, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 14°41'52",
AN ARC LENGTH OF 46.17 FEET, TO AN ANGLE POINT IN THE SOUTHWESTERLY LINE, NORTH
39030'00" WEST, 33.67 FEET; THENCE NORTH 50030'00" EAST, 149.35 FEET, TO THE
NORTHEASTERLY LINE OF SAID LOT 48, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 132.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 48023'03" EAST; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE
OF SAID LOT 48, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 9°56'57", AN ARC
LENGTH OF 22.92 FEET; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE OF
SAID LOT 48, SOUTH 31040'00" EAST, 28.64 FEET, TO THE POINT OF BEGINNING.
LOT 40
THAT PORTION OF LOTS 48, 49 AND 50 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS
PER MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE
OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 49, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 132.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 42022'36" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 48, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
6000'28", AN ARC LENGTH OF 13.84 FEET; THENCE SOUTH 50030'00" WEST, 149.35 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 48; THENCE NORTHWESTERLY ALONG THE
SOUTHWESTERLY LINE OF SAID LOTS 48, 49 AND 50, NORTH 39°30'00" WEST, 80.00 FEET;
THENCE NORTH 50030'00" EAST, 134.00 FEET, TO THE NORTHEASTERLY LINE OF SAID LOT 49,
SAID POINT BEING ON A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 118.00
FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 49°41'45" WEST; THENCE
SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE OF SAID LOT 49, ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 19026'45", AN ARC LENGTH OF 40.05 FEET, TO THE
BEGINNING OF A REVERSE CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 132.00
FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 30015'00" EAST; THENCE
SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE OF SAID LOT 49, ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 12007'36", AN ARC LENGTH OF 27.94 FEET, TO THE POINT OF
BEGINNING.
LOT 41
THAT PORTION OF LOTS 49, 50 AND 51 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS
PER MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE
OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
PAGE 17
GA41310MLEGALSILLA. DOC
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 50, SAID POINT BEING ON A CURVE
CONCAVE NORTHEASTERLY HAVING A RADIUS OF 118.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS SOUTH 60023'08" WEST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 49, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
10041'23", AN ARC LENGTH OF 22.02 FEET; THENCE SOUTH 50030'00" EAST, 134.00 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 49; THENCE NORTHWESTERLY ALONG THE
SOUTHWESTERLY LINE OF SAID LOTS 49 AND 50, NORTH 39030'00" WEST, 56.33 FEET, TO THE
SOUTHWEST CORNER OF SAID LOT 50; THENCE NORTHWESTERLY ALONG THE
SOUTHWESTERLY LINE OF SAID LOT 51, NORTH 53030'00" WEST, 22.06 FEET; THENCE NORTH
41051'35" EAST, 184.03 FEET, TO THE NORTHEASTERLY LINE OF SAID LOT 50; THENCE
SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE OF SAID LOT 50, SOUTH 8033'00" EAST,
50.19 FEET, TO THE BEGINNING OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS
OF 118.00 FEET; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE OF SAID LOT
50, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 19026'45", AN ARC LENGTH OF 40.05
FEET, TO THE POINT OF BEGINNING.
LOT 42
THAT PORTION OF LOTS 50, 51 AND 52 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS
PER MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE
OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 52, SAID POINT BEING ON A CURVE
CONCAVE NORTHEASTERLY HAVING A RADIUS OF 338.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS SOUTH 9053'41" WEST; THENCE EASTERLY ALONG THE NORTHERLY LINE
OF LOTS 51 AND 50, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 14°33'40", AN ARC
LENGTH OF 85.91 FEET, TO THE BEGINNING OF A REVERSE CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 25.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 4040'05" WEST; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A
CENTRAL ANGLE OF 86007'05", AN ARC LENGTH OF 37.58 FEET; THENCE SOUTH 41 °51'35"
WEST, 184.03 FEET, TO THE SOUTHWESTERLY LINE OF SAID LOT 51; THENCE
NORTHWESTERLY ALONG THE SOUTHWESTERLY LINE OF SAID LOT 51, NORTH 53°30'00"
WEST, 49.94 FEET, TO THE SOUTHWEST CORNER OF LOT 51, SAID POINT BEING THE
BEGINNING OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 400.00 FEET, A
RADIAL LINE THROUGH SAID POINT BEARS SOUTH 11047'00" WEST; THENCE
NORTHWESTERLY ALONG THE SOUTHWESTERLY LINE OF SAID LOT 52, ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 3025'29", AN ARC LENGTH OF 23.91 FEET; THENCE NORTH
16000'28" EAST, 140.41 FEET, TO THE NORTHEASTERLY LINE OF SAID LOT 52, SAID POINT
BEING ON A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 338.00 FEET, A RADIAL
LINE THROUGH SAID POINT BEARS SOUTH 16000'28" WEST; THENCE SOUTHEASTERLY ALONG
THE NORTHEASTERLY LINE OF SAID LOT 52, ALONG SAID CURVE THROUGH A CENTRAL
ANGLE OF 6006'47", AN ARC LENGTH OF 36.06 FEET, TO THE POINT OF BEGINNING.
LOT 43
THAT PORTION OF LOTS 52 AND 53 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 53, SAID POINT BEING ON A CURVE
CONCAVE NORTHEASTERLY HAVING A RADIUS OF 338.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS SOUTH 20034'41" WEST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 52, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
4034'13", AN ARC LENGTH OF 36.06 FEET; THENCE SOUTH 16000'28" WEST, 140.41 FEET, TO
PAGE 18
G:4413\081EGALSILA. DOC
THE SOUTHWESTERLY LINE OF SAID LOT 52, SAID POINT BEING ON A CURVE CONCAVE
NORTHEASTERLY HAVING A RADIUS OF 400.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS SOUTH 1501229' WEST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF LOTS 52 AND 53, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 15°26'39", AN
ARC LENGTH OF 107.82 FEET; THENCE NORTH 28055'14" EAST, 139.53 FEET, TO THE
NORTHEASTERLY LINE OF SAID LOT 53, SAID POINT BEING ON A CURVE CONCAVE
NORTHEASTERLY HAVING A RADIUS OF 338.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS SOUTH 28055'14' WEST; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE
OF SAID LOT 53, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 8020'33", AN ARC
LENGTH OF 49.21 FEET, TO THE POINT OF BEGINNING.
LOT 44
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 54, SAID POINT BEING ON A CURVE
CONCAVE NORTHEASTERLY HAVING A RADIUS OF 338.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS SOUTH 31008'50" WEST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 53, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
2013'36", AN ARC LENGTH OF 13.14 FEET; THENCE SOUTH 28055'14" WEST, 139.53 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 53, SAID POINT BEING ON A CURVE CONCAVE
NORTHEASTERLY HAVING A RADIUS OF 400.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS SOUTH 30039'08" WEST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF SAID LOT 53, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 3035'53", AN ARC
LENGTH OF 25.12 FEET, TO THE SOUTHWEST CORNER OF SAID LOT 53; THENCE
NORTHWESTERLY ALONG THE SOUTHWESTERLY LINE OF SAID LOT 54, NORTH 52053'13"
WEST, 79.70 FEET; THENCE NORTH 40037'44" EAST, 138.06 FEET, TO THE NORTHEAST LINE OF
SAID LOT 54, SAID POINT BEING ON A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS
OF 2715.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 40°37'44" EAST;
THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE OF SAID LOT 54, ALONG SAID
CURVE THROUGH A CENTRAL ANGLE OF 0008'27', AN ARC LENGTH OF 6.68 FEET, TO THE
BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 338.00
FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 40046'11' WEST; THENCE
SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE OF SAID LOT 54, ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 9037'21", AN ARC LENGTH OF 56.77 FEET, TO THE POINT OF
BEGINNING.
LOT 45
THAT PORTION OF LOTS 54 AND 55 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 55, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 39050'14" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 54, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0047'30", AN ARC LENGTH OF 37.51 FEET; THENCE SOUTH 40037'44" WEST, 138.06 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 54; THENCE NORTHWESTERLY ALONG THE
SOUTHWESTERLY LINE OF SAID LOT 54, NORTH 52°53'13" WEST, 35.64 FEET, TO THE
SOUTHWEST CORNER OF SAID LOT 54, SAID POINT BEING THE BEGINNING OF A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2575.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 39050'14" EAST; THENCE NORTHWESTERLY ALONG THE
SOUTHWESTERLY LINE OF SAID LOT 55, ALONG SAID CURVE THROUGH A CENTRAL ANGLE
OF 0058'42", AN ARC LENGTH OF 43.97 FEET; THENCE NORTH 38051'32" EAST, 140.00 FEET, TO
THE NORTHEASTERLY LINE OF SAID LOT 55, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE THROUGH SAID POINT
PAGE 19
G: W 13\pg1EGALSILLA. DOC
BEARS NORTH 38051'32" EAST; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE
OF SAID LOT 55, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 0058'43", AN ARC
LENGTH OF 46.37 FEET, TO THE POINT OF BEGINNING.
LOT 46
THAT PORTION OF LOTS 55 AND 56 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 56, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 38022'54" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 55, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0028'37", AN ARC LENGTH OF 22.61 FEET; THENCE SOUTH 38051'32" WEST, 140.00 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 55, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2575.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 38051'32" EAST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF SAID LOTS 55 AND 56, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1046'12%
AN ARC LENGTH OF 79.55 FEET; THENCE NORTH 37005'20" EAST, 140.00 FEET, TO THE
NORTHEASTERLY LINE OF SAID LOT 56, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 37005'20" EAST; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE
OF SAID LOT 56, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1017'35", AN ARC
LENGTH OF 61.27 FEET, TO THE POINT OF BEGINNING.
LOT 47
THAT PORTION OF LOTS 56, 57 AND 58 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS
PER MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE
OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 58, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 35028'14" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF LOTS 57 AND 56, ALONG SAID CURVE THROUGH A CENTRAL ANGLE
OF 1 °37'05", AN ARC LENGTH OF 76.67 FEET; THENCE SOUTH 37005'20" WEST, 140.00 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 56, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2575.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 37005'20" EAST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF SAID LOTS 56, 57 AND 58, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
1046"13", AN ARC LENGTH OF 79.56 FEET; THENCE NORTH 35019'07" EAST, 140.00 FEET, TO THE
NORTHEASTERLY LINE OF SAID LOT 58, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 35019'07" EAST; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE
OF SAID LOT 58, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 0009'07", AN ARC
LENGTH OF 7.20 FEET, TO THE POINT OF BEGINNING.
LOT 48
THAT PORTION OF LOTS 58 AND 59 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
PAGE 20
G:4413\081EGALSILA. DOC
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 59, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 34000'54" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 58, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
1 °18'13", AN ARC LENGTH OF 61.77 FEET; THENCE SOUTH 35019'07" WEST, 140.00 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 58, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2575.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 35019'07" EAST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF SAID LOTS 58 AND 59, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1046'12%
AN ARC LENGTH OF 79.55 FEET; THENCE NORTH 33032'55" EAST, 140.00 FEET, TO THE
NORTHEASTERLY LINE OF SAID LOT 59, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 33032'55" EAST; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE
OF SAID LOT 59, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 0027'59", AN ARC
LENGTH OF 22.10 FEET, TO THE POINT OF BEGINNING.
LOT 49
THAT PORTION OF LOTS 59 AND 60 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 60, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 32033'34" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 59, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0059'21 ", AN ARC LENGTH OF 46.87 FEET; THENCE SOUTH 33032'55' WEST, 140.00 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 59, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2575.00 FEET; THENCE NORTHWESTERLY ALONG
THE SOUTHWESTERLY LINE OF SAID LOTS 59 AND 60, ALONG SAID CURVE THROUGH A
CENTRAL ANGLE OF 1046'12", AN ARC LENGTH OF 79.55 FEET; THENCE NORTH 31046'43" EAST,
140.00 FEET, TO THE NORTHEASTERLY LINE OF SAID LOT 60, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 31046'43" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 60, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0046'51", AN ARC LENGTH OF 37.00 FEET, TO THE POINT OF BEGINNING.
LOT 50
THAT PORTION OF LOTS 60 AND 61 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE MOST EASTERLY CORNER OF SAID LOT 61, SAID POINT BEING ON A
CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE
THROUGH SAID POINT BEARS NORTH 31006'14" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 60, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0040'29", AN ARC LENGTH OF 31.97 FEET; THENCE SOUTH 31 °46'43" WEST, 140.00 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 60, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2575.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 31 °46'43" EAST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF SAID LOTS 60 AND 61, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1046'12",
AN ARC LENGTH OF 79.55 FEET; THENCE NORTH 30000'31" EAST, 140.00 FEET, TO THE
NORTHEASTERLY LINE OF SAID LOT 61, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE THROUGH SAID POINT
PAGE 21
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BEARS NORTH 30000'31" EAST; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE
OF SAID LOT 61, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1°05'43", AN ARC
LENGTH OF 51.90 FEET, TO THE POINT OF BEGINNING.
LOT 51
THAT PORTION OF LOTS 61 AND 62 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE MOST EASTERLY CORNER OF SAID LOT 62, SAID POINT BEING ON A
CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE
THROUGH SAID POINT BEARS NORTH 29038'54" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 61, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0021'37", AN ARC LENGTH OF 17.07 FEET; THENCE SOUTH 30000'31" WEST, 140.00 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 61, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2575.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 30000'31" EAST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF SAID CURVE THROUGH A CENTRAL ANGLE OF 1 °46'12", AN ARC LENGTH OF 79.55
FEET; THENCE NORTH 28014'19" EAST, 140.00 FEET, TO THE NORTHEASTERLY LINE OF SAID
LOT 62, SAID POINT BEING ON A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF
2715.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 28014'19" EAST; THENCE
SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE OF SAID LOT 62, ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 1024'35", AN ARC LENGTH OF 66.81 FEET, TO THE POINT OF
BEGINNING.
LOT 52
THAT PORTION OF LOTS 62,63 AND 64 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS
PER MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE
OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE MOST NORTHERLY CORNER OF SAID LOT 63, SAID POINT BEING ON A
CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE
THROUGH SAID POINT BEARS NORTH 26044'14" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOTS 63 AND 62, ALONG SAID CURVE THROUGH A CENTRAL
ANGLE OF 1 °30'05", AN ARC LENGTH OF 71.14 FEET; THENCE SOUTH 28014'19" WEST, 140.00
FEET, TO THE SOUTHWESTERLY LINE OF SAID LOT 62, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2575.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 28011'34" EAST; THENCE NORTHWESTERLY ALONG THE
SOUTHWESTERLY LINE OF SAID LOTS 62, 63 AND 64, ALONG SAID CURVE THROUGH A
CENTRAL ANGLE OF 1 °46'12", AN ARC LENGTH OF 79.55 FEET; THENCE NORTH 26028'07" EAST,
140.00 FEET, TO THE NORTHEASTERLY LINE OF SAID LOT 64, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 26028'07" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 64, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0016'07", AN ARC LENGTH OF 12.73 FEET, TO THE POINT OF BEGINNING.
LOT 53
THAT PORTION OF LOTS 64 AND 65 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
PAGE 22
G:b413\081EGALSILA. DOC
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 65, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 25016'54" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 64, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
1011'13", AN ARC LENGTH OF 56.24 FEET; THENCE SOUTH 26°28'07" WEST, 140.00 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 64, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2575.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 26028'07" EAST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF SAID LOTS 64 AND 65, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1°46'12",
AN ARC LENGTH OF 79.55 FEET; THENCE NORTH 24041'55" EAST, 140.00 FEET, TO THE
NORTHEASTERLY LINE OF SAID LOT 65, SAID POINT BEING ON THE NORTHEASTERLY LINE OF
SAID LOT 65, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 24041'55" EAST; THENCE
SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE OF SAID LOT 65, ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 0035'00", AN ARC LENGTH OF 27.64 FEET, TO THE POINT OF
BEGINNING.
LOT 54
THAT PORTION OF LOTS 65 AND 66 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 66, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 23049'34" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 65, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0052'20", AN ARC LENGTH OF 41.34 FEET; THENCE SOUTH 24041'55" WEST, 140.00 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 65, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2575.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 24041'55" EAST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF SAID LOTS 65 AND 66, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1046'12",
AN ARC LENGTH OF 79.55 FEET; THENCE NORTH 221155'43" EAST, 140.00 FEET, TO THE
NORTHEASTERLY LINE OF SAID LOT 66, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 22055'43" EAST; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE
OF SAID LOT 66, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 0053'52", AN ARC
LENGTH OF 42.54 FEET, TO THE POINT OF BEGINNING.
LOT 55
THAT PORTION OF LOTS 66 AND 67 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER
MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 67, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 22022'14" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 66, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0033'28", AN ARC LENGTH OF 26.43 FEET; THENCE SOUTH 22055'43" WEST, 140.00 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 66, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2575.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 22055'43" EAST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF SAID LOTS 66 AND 67, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1046'13",
AN ARC LENGTH OF 79.55 FEET; THENCE NORTH 21009'30" EAST, 140.00 FEET, TO THE
NORTHEASTERLY LINE OF SAID LOT 67, SAID POINT BEING ON A CURVE CONCAVE
PAGE 23
GA413\08U.EGALSU.LA. DOC
•
SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 21009'30" EAST; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE
OF SAID LOT 67, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1°12'44", AN ARC
LENGTH OF 57.44 FEET, TO THE POINT OF BEGINNING.
LOT 56
THAT PORTION OF LOTS 67, 68 AND 69 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS
PER MAP ON FILE IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE
OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 69, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 19027'34" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOTS 68 AND 67, ALONG SAID CURVE THROUGH A CENTRAL
ANGLE OF 1041'56", AN ARC LENGTH OF 80.50 FEET; THENCE SOUTH 21009'30" WEST, 140.00
FEET, TO THE SOUTHWESTERLY LINE OF SAID LOT 67, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2575.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 21009'30" EAST; THENCE NORTHWESTERLY ALONG THE
SOUTHWESTERLY LINE OF SAID LOTS 67, 68 AND 69, ALONG SAID CURVE THROUGH A
CENTRAL ANGLE OF 1 °46'12", AN ARC LENGTH OF 79.55 FEET; THENCE NORTH 19023'18" EAST,
140.00 FEET, TO THE NORTHEASTERLY LINE OF SAID LOT 69, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 19023'18" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 69, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0004'16", AN ARC LENGTH OF 3.37 FEET, TO THE POINT OF BEGINNING.
LOT 57
THAT PORTION OF LOT 70 AS SHOWN ON PARCEL MERGER NO. 98- , RECORDED
AS INSTRUMENT NO. ; TOGETHER WITH THAT
PORTION OF LOT 69 OF TRACT NO. 24890-6 IN THE CITY OF LA QUINTA, AS PER MAP ON FILE
IN BOOK 225, PAGES 11 THROUGH 17, INCLUSIVE OF MAPS IN THE OFFICE OF THE COUNTY
RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 70, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 18000'14" EAST; THENCE SOUTHEASTERLY ALONG THE
NORTHEASTERLY LINE OF SAID LOT 69, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
1 °23'04", AN ARC LENGTH OF 65.60 FEET; THENCE SOUTH 19023'18" WEST, 140.00 FEET, TO
THE SOUTHWESTERLY LINE OF SAID LOT 69, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2575.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 19023'18" EAST; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY
LINE OF SAID LOTS 69 AND 70, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1046'12",
AN ARC LENGTH OF 79.55 FEET; THENCE NORTH 17037'06" EAST, 140.00 FEET, TO THE
NORTHEASTERLY LINE OF SAID LOT 70, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE THROUGH SAID POINT
BEARS NORTH 17037'06" EAST; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE
OF SAID LOT 70, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 0°23'08 AN ARC
LENGTH OF 18.27 FEET, TO THE POINT OF BEGINNING.
PAGE 24
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•
0
LOT 58
THAT PORTION OF LOT 70 AS SHOWN ON PARCEL MERGER NO. 98- , RECORDED
AS INSTRUMENT NO. IN THE
OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF SAID LOT 70, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2575.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 18000'14" EAST; THENCE NORTHWESTERLY ALONG THE
SOUTHERLY LINE OF SAID LOT 70, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0023'08", AN ARC LENGTH OF 17.33 FEET TO THE TRUE POINT OF BEGINNING; THENCE
CONTINUING ALONG SAID SOUTHERLY LINE, ALONG SAID CURVE THROUGH A CENTRAL
ANGLE OF 1046'12", AN ARC LENGTH OF 79.55 FEET; THENCE LEAVING SAID SOUTHERLY LINE,
NORTH 15050'54" EAST, 140.00 FEET TO THE NORTHERLY LINE OF SAID LOT 70, SAID POINT
BEING ON A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE
THROUGH SAID POINT BEARS NORTH 15050'54" EAST; THENCE EASTERLY ALONG SAID
NORTHERLY LINE, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1°46'12% AN ARC
LENGTH OF 83.87 FEET; THENCE LEAVING SAID NORTHERLY LINE, SOUTH 17037,06" WEST,
140.00 FEET TO THE POINT OF BEGINNING.
LOT 59
THAT PORTION OF LOT 70 AS SHOWN ON PARCEL MERGER NO. 98- , RECORDED
AS INSTRUMENT NO. IN THE
OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF SAID LOT 70, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2575.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 18000'14" EAST; THENCE NORTHWESTERLY ALONG THE
SOUTHERLY LINE OF SAID LOT 70, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
2009'20", AN ARC LENGTH OF 96.88 FEET TO THE TRUE POINT OF BEGINNING; THENCE
CONTINUING ALONG SAID SOUTHERLY LINE, ALONG SAID CURVE THROUGH A CENTRAL
ANGLE OF 1046'12", AN ARC LENGTH OF 79.55 FEET; THENCE LEAVING SAID SOUTHERLY LINE,
NORTH 14004'42" EAST, 140.00 FEET TO THE NORTHERLY LINE OF SAID LOT 70, SAID POINT
BEING ON A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE
THROUGH SAID POINT BEARS NORTH 14004'42" EAST, THENCE EASTERLY ALONG SAID
NORTHERLY LINE, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1046'12", AN ARC
LENGTH OF 83.87 FEET; THENCE LEAVING SAID NORTHERLY LINE, SOUTH 15050'54" WEST,
140.00 FEET TO THE POINT OF BEGINNING.
LOT 60
THAT PORTION OF LOT 70 AS SHOWN ON PARCEL MERGER NO. 98- , RECORDED
AS INSTRUMENT NO. IN THE
OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF SAID LOT 70, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2575.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 18000'14" EAST; THENCE NORTHWESTERLY ALONG THE
SOUTHERLY LINE OF SAID LOT 70, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
3055'32", AN ARC LENGTH OF 176.43 FEET TO THE TRUE POINT OF BEGINNING; THENCE
CONTINUING ALONG SAID SOUTHERLY LINE, ALONG SAID CURVE THROUGH A CENTRAL
ANGLE OF 1046'12", AN ARC LENGTH OF 79.55 FEET; THENCE LEAVING SAID SOUTHERLY LINE,
NORTH 12018'30" EAST, 140.00 FEET TO THE NORTHERLY LINE OF SAID LOT 70, SAID POINT
BEING ON A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE
PAGE 25
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• 0
THROUGH SAID POINT BEARS NORTH 12018'30" EAST, THENCE EASTERLY ALONG SAID
NORTHERLY LINE, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1 °46'12", AN ARC
LENGTH OF 83.87 FEET; THENCE LEAVING SAID NORTHERLY LINE, SOUTH 14004,42" WEST,
140.00 FEET TO THE POINT OF BEGINNING.
LOT 61
THAT PORTION OF LOT 70 AS SHOWN ON PARCEL MERGER NO. 98- , RECORDED
AS INSTRUMENT NO. IN THE
OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF SAID LOT 70, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2575.00 FEET, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 18000'14" EAST; THENCE NORTHWESTERLY ALONG THE
SOUTHERLY LINE OF SAID LOT 70, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
5041'44", AN ARC LENGTH OF 255.98 FEET TO THE TRUE POINT OF BEGINNING; THENCE
CONTINUING ALONG SAID SOUTHERLY LINE, ALONG SAID CURVE THROUGH A CENTRAL
ANGLE OF 1034'35", AN ARC LENGTH OF 71.10 FEET; THENCE CONTINUING ALONG SAID
SOUTHERLY LINE, NORTH 86002'25" WEST, 8.50 FEET; THENCE LEAVING SAID SOUTHERLY
LINE, NORTH 10032'18" EAST, 140.99 FEET TO THE NORTHERLY LINE OF SAID LOT 70, SAID
POINT BEING ON A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 2715.00 FEET, A
RADIAL LINE THROUGH SAID POINT BEARS NORTH 10032'18" EAST; THENCE EASTERLY ALONG
SAID NORTHERLY LINE, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1027,20", AN
ARC LENGTH OF 68.97 FEET; THENCE LEAVING SAID NORTHERLY LINE, SOUTH 12018'30"
WEST, 140.00 FEET TO THE POINT OF BEGINNING.
LOT 62
THAT PORTION OF LOT 70 AS SHOWN ON PARCEL MERGER NO. 98- , RECORDED
AS INSTRUMENT NO. IN THE
OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF SAID LOT 70; THENCE ALONG THE
SOUTHERLY LINE OF SAID LOT 70, SOUTH 83014'59" EAST, 111.67 FEET; THENCE CONTINUING
ALONG SAID SOUTHERLY LINE, SOUTH 81030'02" EAST, 33.85 FEET TO THE TRUE POINT OF
BEGINNING; THENCE LEAVING SAID SOUTHERLY LINE, NORTH 10032'18" EAST, 145.71 FEET TO
THE NORTHERLY LINE OF SAID LOT 70, SAID POINT BEING ON A CURVE CONCAVE
SOUTHERLY HAVING A RADIUS OF 282.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS
NORTH 1042'55" EAST; THENCE EASTERLY ALONG SAID NORTHERLY LINE, ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 7057'27", AN ARC LENGTH OF 39.17 FEET TO THE BEGINNING
OF A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 2715.00 FEET, A RADIAL LINE
THROUGH SAID POINT BEARS NORTH 12018'30" EAST; THENCE CONTINUING ALONG SAID
NORTHERLY LINE, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 0051'56", AN ARC
LENGTH OF 41.01 FEET; THENCE LEAVING SAID NORTHERLY LINE, SOUTH 10032'18" WEST,
140.99 FEET TO SAID SOUTHERLY LINE, SAID POINT BEING NORTH 86002'25" WEST, 8.50 FEET
FROM THE WESTERLY TERMINUS OF A 2575.00 FOOT RADIUS CURVE ALONG THE SOUTHERLY
LINE OF SAID LOT 70; THENCE WESTERLY ALONG SAID SOUTHERLY BOUNDARY, NORTH
86002'25" WEST, 77.76 FEET; THENCE CONTINUING WESTERLY ALONG SAID SOUTHERLY LINE,
NORTH 81030'02" WEST, 11.21 FEET TO THE POINT OF BEGINNING.
LOT 63
THAT PORTION OF LOT 70 AS SHOWN ON PARCEL MERGER NO. 98- , RECORDED
AS INSTRUMENT NO. IN THE
OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
PAGE 26
G:4413\081EGALSILA. DOC
COMMENCING AT THE SOUTHWEST CORNER OF SAID LOT 70; THENCE EASTERLY ALONG THE
SOUTHERLY LINE OF SAID LOT 70, SOUTH 83°14'59" EAST, 55.38 FEET TO THE TRUE POINT OF
BEGINNING; THENCE LEAVING SAID SOUTHERLY LINE, NORTH 10032'18" EAST, 120.70 FEET TO
THE NORTHERLY LINE OF SAID LOT 70; THENCE EASTERLY ALONG SAID NORTHERLY LINE,
NORTH 74023'53" EAST, 10.04 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY
HAVING A RADIUS OF 282.00 FEET; THENCE EASTERLY ALONG SAID NORTHERLY LINE, ALONG
SAID CURVE THROUGH A CENTRAL ANGLE OF 17°19'02", AN ARC LENGTH OF 85.23 FEET;
THENCE LEAVING SAID NORTHERLY LINE, SOUTH 10°32'18" WEST, 145.71 FEET TO THE
SOUTHERLY LINE OF SAID LOT 70; THENCE WESTERLY ALONG SAID SOUTHERLY LINE, NORTH
81 °30'02" WEST, 33.85 FEET; THENCE CONTINUING WESTERLY ALONG SAID SOUTHERLY LINE,
NORTH 83014'59" WEST, 56.29 TO THE POINT OF BEGINNING.
LOT A
THAT PORTION OF LOT 70 AS SHOWN ON PARCEL MERGER NO. 98- , RECORDED
AS INSTRUMENT NO. IN THE
OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 70, THENCE NORTH 30°04'34" WEST,
90.16 FEET TO THE NORTHWEST CORNER OF SAID LOT 70; THENCE ALONG THE NORTHERLY
LINE OF SAID LOT 70, NORTH 74"23'53" EAST, 126.93 FEET; THENCE LEAVING SAID
NORTHERLY LINE, SOUTH 10°32'18" WEST, 120.70 FEET TO THE SOUTHERLY LINE OF SAID LOT
70; THENCE WESTERLY ALONG SAID SOUTHERLY LINE, NORTH 83°14'59" WEST, 55.38 FEET TO
THE POINT OF BEGINNING.
PREPARED UNDER THE DIRECTION OF:
�"( � 6-4 a�1(11B
CHRIS J. BER Pt . 6588
EXPIRATION DATE: 12-31-1999
PAGE 27
G:4413\081LEGALS\LLA. DOC
EXHIBIT "B 11 SHEET 1 OF 11
LOT ICE ADJUSTMENT NO. 98-
-------- EXISTING LOT UNE TO BE ADJUSTED
EXISTING LOT UNE TO BE REMAIN
�— NEW LOT UNE
TRACT BOUNDARY
OLD LOT NO.
4 NEW LOT NO.
-
b
_ s7
7
�
s
Os
b--
_ �
16-
- �
tt
---
sz
12
—
s_1
1 3 -
_
50
14. _
_
is -
4
---
---
4b
1b
47
17
is
s0--
44
43
21
_ -
n,"
42
41 �24
40
Zb
�-
26
< 1
134 33
�
3Z; ,
35
11
1
1
37 3b 1
//30
,
wl�o�
",eo
NOT TO SCALE
n
LOT LINE ADJUSTMENT NO. 98-
CITY OF LA QUINTA
i + ,
SHEET 2 OF 11
=318
EXHIBIT "
umm
-
- - - - - EXISTING LOT LINE
TO BE ADJUSTED
LOT
LINE ADJUSTMENT NO. 98-
EXISTING LOT LINE TO BE REMAIN
LOTS
�.�--�-
1, 30 & 70, PARCEL MERGER 98-
NEW LOT LINE
TRACT BOUNDARY
TOGETHER
TRACT
WITH LOTS 2-29, 36-69 OF
NO. 24890-6, M.B. 225/11-17
4 OLD LOT NO.
N 7.05, " d�33' 40' "
3p 41 R 2899.00'
4 NEW LOT N0.
4' 52" L=130. 59,
4
l =1704, p 1 --~►
d=1• 9.3
4=1' 42' 06"
L-67. 14' /I 5' 15"
L�345'
L-66. 09'
1
d= • 3g 5"
Z 1
h/ I
1 4_1• 18. "
C L �5. 94'1
Leg
d=0
1' 7
21'
�ti 'bo
g
4
n '
SCALE 1 =60
cc
ppp$p
w l�
ti �g I
1n /10
N i.
��
3 �j co
L.44. 29' 1 L=43. 10, G
L�3.1' 4 " =7' 58' 47" A=7' 45' S4"
d=4' 24•
L�2. 57, 20 R 2 51. Op•
6- A=15' 44' 41 L�7. 39, d_1. 4=1' 181 1 i" F =65 L 211.152'
00' L-140 42' ? '
y\ `a
O�
�g�1' 25 16, 29 R 28 0 L--8 7p' d=1 a`1.21'30" L \
136 g3' 39 15 E �53, 65
E 16, 2T R 282. 00' L=124. 4p• L'79 4?' d-1' 0j' 0;
Le25T 19' 02" L� �� 4�
N 9.17 / dL 51'56" d'1.46' 12" 1�3. 87•
01 ' L*68 970" d 1; 46' 1 "
�' 24' L �2 9 45" 7'
<z; / ^^ �.`` �' 20" R 2715. 00 g8,
208. 7
6
A 63 62 o$ Nto
w
O Z DO bM
.2938W55.38' 563N 83'14'5 111.' 2
N �8�
9.26'50'30WN45.06' 02'25"z
<
W--,-'
77.76'
CURVE TABLE
A
R
L
T
914'27"
2899.00'
12.19'
6.09'
O'03'19"
2899.00,
2.79'
1.40'
0'23'54"
2899.00'
20.15'
10.08'
1'21'30"
2751.00'
65.22'
32.61'
lF8i
0' 14'27"
2751.00'
11.57'
5.78'
O'03'19"
2751.00'
2.65'
1.32'
O'23'54"
2751.00'
19.12'
9.56'
0-26-28"
2715.00'
20.90'
10.4
O'07'36"
2715.00'
6.00'
3.00'
O1117'
2715.00'
8.91'
4.45'
LtA
60
i
0
a
L =71, 1 ol
46' 12"
79 54'S6d,.5G29' 06'40" R2575.00,L11308.3
2'
r
K
0'26'28"
2575.00'
19.82'
9.91'
L
0'07'36"
2575.00'
5.69'
2.84'
M
4 05' 19"
282.00'
20.12'
10.07'
N
,T52'09"
282.00'
19.04'
9.52'
LOT LINE ADJUSTMENT NO. 98-
CITY OF LA QUINTA
EXHIBIT 1311
LOT LINE ADJUSTMENT NO. 98-
LOTS 1, 30 & 70, PARCEL MERGER 98-
TOGETHER WITH LOTS 2-29, 36-69 OF
TRACT NO. 24890-6, M.B. 225/11-17
SCALE 1 " = 60'
SHEET 3 OF 11
- - - - - - - - EXISTING LOT UNE TO BE ADJUSTED
EXISTING LOT UNE TO BE REMAIN
NEW LOT UNE
TRACT BOUNDARY
OLD LOT NO.
NEW LOT NO.
SPA
�14�148.00• i
v yr rno ry
60 low 4 5 �pw
(
Li
r µ 1408'46 - O
--
v �o
E 140.00' P.
0 148.00' RAD
µ 14 04'4 N 14 40'S9" E r
v r �- .a
ro Ifs IVLL �p ry
r QD 'f7 p t0 �2 0 Ln ! w
I! Iv 59 w r w
N a ccnn �' vo+. cpr-°3' N 1530'16" E 148.00 (�t 'ai
y a jip so 11
o, N 1550'54" E
140.00' RAD � cr �
� io '+ N 1520'15 E 148.00'
^' O O� rn it `= v o A=O'31'31"
11
�r o o tom, QH L'26.58_
Ln
no 0 o r
58 j �-------- E i48.00' (RAD)
o o cr 1r1'' r r o N 16*51'46"
Nam` o w I�•� 6 -4o
co w L4 r p a O
o � • tl �' c.+ can
co N 1T37'06" E 140.00' (�) v
=08" A=O'23'08"
AO'23'I w N 1759'31" E 148.0 ' RAD M
-- L_ 17.33_------=18.27--- j--------------------
j N 1$'00' 14 E 140.00' (RAD) r rn G
N e• N 1$' 13' 16" E 148.00' (RAD)
yr r II n; v r�
rnN ,&N r Ir
N� wN CoSg 57 N F �,, jt.� g
J 4 4
N 1723'18" E 140.00' (RAD)
9'3
--------------------- �V�
N14'46" E _148.N 19'27'34" E 140.00' (RAD) C 19'38'46" E 148.00' (RAD)
t�0 0 5 6 N () 236�00� SEESHMT 4 8 10
CURVE TABLE
A
R
L
T
O'04'16'
2575.00'
3.20'
1.60'
O'26'28"
2575.00'
19.82'
9.91,
0'04'16"
2715.00'
3.37'
1.68'
IH
O'26'28"
2715.00'
20.90'
10.45'
O'04'00"
2751.00'
3.21'
1.60,
0' 13'45"
2751.00'
11.01,
5.50'
O'31'31"
2751.00'
25.22'
12.61'
I
0'49'59"
2751.00'
40.00'
20.00'
J
932' 13"
2751.00'
25.78'
12.89'
K
914'27"
2751.00'
11.57'
5.78'
L
0'04'00"
2899.00'
3.38'
1.69'
M
913'45"
2899.00'
11.60'
5.80'
N
(732' 13"
2899.00'
27.17'
13.58'
0
O'14'27"
2899.00'
12.19'
r
L4L4
o�
- tn,
LOT LINE ADJUSTMENT NO. 98-
CITY OF LA QUINTA
I - -
EXHIBIT T"
LOT LINE ADJUSTMENT NO. 98-
LOTS 1, 30 & 70, PARCEL MERGER 98-
TOGETHER WITH LOTS 2-29, 36-69 OF
TRACT NO. 24890-6, M.B. 225/11-17
CURVE
TABLE
p
R
L
T
O'16'07"
2575.00'
12.08'
6.04'
8
O'35'00"
2575.00'
26.21'
13.11'
C
0575.00'
14'36"
__T
10.94'
5.47'
0
O'04'16"
2575.00'
3.20'
1.60'
1A
E
O'16'07"
2715.00'
12.73'
6.37'
F
O'35'00"
2715.00'
27.64'
13.82'
G
0' 14'36"
2715.00'
11.53'
5.77'
H
904'16*
2715.00'
3.37'
1.68'
SEE OHM 3
•- ,o N
^cpf f
Q ul� O stL .-
{p I� 03 .
.0.
it it
•lal J -� •II
Q C
N ih
n
N' Mfv n ^
�N N II
Sy Jce ozJ
_ C
M
CN voO O M
•II
Q Q''jj jj a
G C
M
O c I ;
rjI 0;
M
� II
<f II a
a
..J
C
SEE SHEET 5
SHEET 4 OF 11
Lligm
- - - - - - - - EXISTING LOT UNE TO BE ADJUSTED
EXISTING LOT UNE TO BE REMAIN
NEW LOT UNE
TRACT BOUNDARY
4 OLD LOT NO.
4 NEW LOT NO.
1 4r_ u NJ
I
906'27"
2751,00'
5.16'
2.58'
J
0'24'12"
2751.00'
19.37'
9.69'
K
704'00"
2751.00'
3.21'
1.60'
L
U06'27"
2899.00'
5.43'
2.72'
M
1704'00"
2899.00'
3.38'
1 1.69'
CD
SCALE 1" =60'
LOT LINE ADJUSTMENT NO. 98-
CITY OF LA QUINTA
EXHIBIT "B"
LOT LINE ADJUSTMENT NO. 98-
LOTS 1, 30 & 70, PARCEL MERGER 98-
TOGETHER WITH LOTS 2-29, 36-69 OF
TRACT NO. 24890-6, M.B. 225/11-17
SEE SHEET 4
SEE SHEET 8
CURVE TABLE
R
L
T
A
O'21'37"
2575.00'
16.19'
8.09'
B
O'02'45"
2575.00'
2.06'
1.03'
O'16'07"
2575.00'
12.08'
6.04'
O'21'37"
2715.00'
17.07'
8.53'
O'02'45"
2715,00'
2.17'
1.08'
0' 16'07"
2715.00'
12.73'
6.37'
IF
O11'19"
2751.00'
9.06'
4.53'
O'06'27'
2751.00'
5.16'
2.58'
0'11'19"
2899,00'
9.55'
4.77'
0'06'27'
2899,00'
5.43'
1 2.72'
SHEET 5 OF 11
- - - - - - - - EXISTING LOT UNE TO BE ADJUSTED
EXISTING LOT UNE TO BE REMAIN
,NEW LOT UNE
TRACT BOUNDARY
4 OLD LOT NO.
4 NEW LOT NO.
SCALE 1" =60'
LOT LINE ADJUSTMENT NO. 98-
CITY OF LA QUINTA
15M
19 o
-N 33'09'46" E 148.00' (RAD)
EXHIBIT T "
LOT LINE ADJUSTMENT NO. 98-
LOTS 1, 30 & 70, PARCEL MERGER 98-
TOGETHER WITH LOTS 2-29, 36-69 OF
TRACT NO. 24890-6, M.B. 225/11-17
SHEET 6 OF 11
Legm
-------- EXISTING LOT UNE TO BE ADJUSTED
EXISTING LOT UNE TO BE REMAIN
-- NEW LOT UNE
TRACT BOUNDARY
61 SEE SHEET 5
N 31'06'14" E 140.00' RAD- -------------------
4 OLD LOT NO.
4 NEW LOT NO.
14
A=O'40'29 50 A=0'40'29" A=O34'39" q{{o-ff� A=O'34'39"
L=30.32' L=31.97' of L=27.73' u V L=29.22'
i _ N 31'48' 16" E 148.00' LR_AD)
N 31'46'4 E 14000' RAD----------- -- --
- 'b
MM
9?a
<G
O ^-
�� �M f
00 N
•11
•II c o
0
u
J
0 140.00' it i° N t0 0
_o>
o' N 35'28'14»"--------- o� o'"'
B E 140.00 (RAD� �„ 1n 21
N .r ^ N o
' '� `(�
17
'`�aNI 9?(r � 0G _ N47 ^ .� •u
OON 117 �
365534"E51%N 3356-'S' 121'4''26_4- EE_
11448_80.000,, ((RAD)
o
am '
J au
a.0(RAJ
N 7*05,20E co GG
40.0011
(RAD) Zo a 1 8 n c 10
46 0 - G `0'3 3T 14'16' E _ 14s 00' 1wu�� M
a L-29. 324 A=0'36'24" 9pv
56 L=30.69'
N 37'50'40"
CURVE TABLE E 1�.00'
SEE sir 19
(RADA
�
A R L T a�
A U09'45" 2575.00' 7.31' 3.65' 2.3
8 0'09'07" 2575.00' 6.83' 3.41' /
C I O'27'59" 2575.00' 20.96' 10.48'
0 O'09'45" 2715.00' 7.70' 3.85' le*
E 0'09*07" 2715.00' 7.20' 3.60'
F 0'27'59" 2715.00' 22.10' 11.05'
G IT18'38" 2751.00' 14.91' 7.46' SCALE 1" =60'
H O'00152" 2751.00' 0.70' 0.35'
i 0'16'53! 2751.00' 13.52' 6.76'
J a18138" 2899.00' 15.72' 7.86'
K 000'52" 2899.00' 0.74' 0.37' LOT LINE ADJUSTMENT NO. 98-
L O' 16'53" 2899.00' 14.24' 7.12' CITY OF LA QUINTA
A=0'46'51" 60O 0 ( )
A=O'46'S1"
00
L=35.09' L=37.00'
M c
pp I b
u�
-- _________
,_
- J
•na
N 3733'34" E 1400, (RAD)
, J
^
rn
59
M
-'
N 33'32'55' E 140,00' (RAD)
c Q ^ -
J
II
MNO O
o
N 34'00'S4" E-140.00' (RAD)'
--
cA
n
N
v of
n
IIJ
^ .
O
a°"
48
N N• G
� ix
16
2(o 14
C
N 34'31'160 E 148.00' RAD
Q 5 o - ao •t � N 34'32'09" E 148.00' (RAD)
N 35' 19'Oi E N�
EXHIBIT "B"
LOT LINE ADJUSTMENT NO. 98-
LOTS 1, 30 & 70, PARCEL MERGER 98-
TOGETHER WITH LOTS 2-29, 36-69 OF
TRACT NO. 24890-6, M.B. 225/11-17
0
S 47
SHEET 7 OF 11
- - - - - - - - EXISTING LOT UNE TO BE ADJUSTED
EXISTING LOT UNE TO BE REMAIN
NEW LOT UNE
TRACT BOUNDARY
4 N 36'55'34_ E 140.00, H SEE SET 6
rn - -- L
4 OLD LOT NO.
4 NEW LOT NO.
o C�r N 3T05'20" E 140.00 c�n 22
'
(� /_�
U �0 cN� �JV �, 4-0'36'24" --�`�-
46 N `.' °' L-29.13' 1 8 d-O'36'24"
i
o '40" E
R _ i 4 00_�Rgp v r-= g =O N'06"PD
50148.00 Rq0 L�
G u
�00N 38'51 '32" E 140.00'ID (RAO) r N 38'35'46" E_ i 48.00' w o <o
go;
w
-- t 1
N 34' 15'00"-E
a
N J9'S0� O
140 00 �D�,� /^�
' 14_"rn
U (R4,, N
_ E
D w
N 40'37'44"
E 138.06' Rqp I
o N 40'46'11" E ,
44
. - - -
N 31'08'50" E�`�
33_51'16_ E 138_75'
Ui cep
o•
o
p
N 28'14" E 13
559.53' (RAD)
o � N 30'39'OT E ,)
Q, ( AD)
O - � 194320'34'41" E ` a
N 27 . EN __ _ ---
141.11'
�' -- N 2631'39" E L 9'
r -
52
N� �N 1512'29 �44 41' M
® � 141.8 0
42 51
CURVE TABLE
G
R
L
T
8
2'52'03"
167.00'
8.36'
4.18'
C
2'52'03"
302.00'
15.11'
7.56'
D
O'08'27"
2715.00'
6.68'
3.34'
E
O'47'30"
2715.00'
37.51'
18.75'
F
O'58'43"
2715.00'
46.37'
23.18'
G
O'281
2715.00'
22.61'
11.30'
O'09'45"
2715.00'
7.70'
3.85'
1
9'37'21"
1 338.00'
56.77'
28.45'
w
+�
19
r' �°
N
00
i
N 3929'56" E 148.00
p
• g v
S
u r-
��
24�
ov
_
20rl
o
v
'
o
--N 40*46_11"
o
E
d-5'31'18"
_148.00_ iRAO)__
•�;
L=29,10,
--
I
N 35' 14'S3" "'"`�
E 148.58' (12,gD)
z
25
Nw
w
w� Ln
y
CA
21
p
i
r
1�
B
•N�
��' l�,ol
tJ 17�1,'0�'
Spp,
N 22
26
8
J
713'35
13.14'
6.57'
L
20'33"
4'34'13
80
338.00'
338.00'
49.21'
26.96,
24.65'
13.49'
33.00'
36.06'
18.05'
335'5Y
400.00'
25.12'
12.56'
0pR
7*52*49"
400.00,
55.02'
27.55'
7'33'49"
400.00'
52.80'
26.44'
325'29"
400.00'
23.91'
11.96''
.28'37"
06'06'47"
1.44'
10.72'
S
O'09'45"
1 2575.00'
7.31'
3.65'
SCALE 1" =60'
LOT LINE ADJUSTMENT
CITY OF LA QUINTA
� �i
EXHIBIT "B" SHEET 8 OF 11
- - - - - - - EXISTING LOT LINE TO BE ADJUSTED
LOT LINE ADJUSTMENT NO. 98— EXISTING LOT LINE TO BE REMAIN
LOTS 1, 30 & 70, PARCEL MERGER 98— NEW LOT LINE
TOGETHER WITH LOTS 2-29, 36-69 OF TRACT BOUNDARY
TRACT NO. 24890-6, M.B. 225/ 11-17 4 OLD LOT NO.
$ 4 NEW LOT NO.
h
�_jt. D
96
c �! -Z B E 2� 1` l8 3g'
C c 5 0 \� 300
A _ z = �\�► �' 25
In .&O 29
\
t�r g a lz LA
11 cq
`, 28 24
o/21
c a6 I I J� �a Zg" E
1
21 z I� $11 � � $ � �` ��, L� 39 0,3✓ 6� 56' 2� � �
/ HO L=84. 34'
4=16' 00' 0r �� 56
-d, 02 12 R=302.00' L 248.36' F "
26'�--
16" Rr,338 00' - N
C 20' L-268.0
4p' 33" 5
L =121. 97' PRC
/ 1 4=14' 06' 19"
43
o•
�
it
`�'cR
LA
a�
W
1-1
o
42
2 �p01 %��, u
= bah
�� , K
oo
T
18'
95'
25'
.93,
.85'
.19,
'.56'
36'
I 41 osp
I Z '{ S 'tip'/'
40
le 65 n
d°O "� k //
aj :1)/
R
L
T
J
10'41'23"
118.00,
22.02'
11.04'
19*26'45"
118.00'
40.05'
20.22'
L
3'25'29"
400.00'
1 23.91'
11.96'
LOT LINE ADJUSTMENT NO. 98-
SCALE 1" =60' CITY OF LA Q UINTA
EXHIBIT ' B" SHEET 9 OF 11
LOT LINE ADJUSTMENT NO. 98 - - - - - - - - EXISTING LOT UNE TO BE ADJUSTED
LOTS 1, 30 & 70, PARCEL MERGER 98- EXISTING LOT UNE TO BE REMAIN
NEW LOT UNE
TOGETHER WITH LOTS 2-29, 36-69 OF TRACT BOUNDARY
TRACT NO. 24890-6, M.B. 225/11-17 4 OLD LOT NO.
$ 'H 6 4, NEW LOT N0.
10
34
� �?SS6"
A=10*41'23" � oo. �L' / G IN �p.46 .';T
L=22.02' ' I`� N
�` (.
41
�• h .4
T 4 n 7, vi to
41
�� �i W Y �� �a0 3a461g° II\
40
p8 / e' �� ZI �� /t �1 A=8'37 19
d�o�' p1 00. \y Y P o�` 43 L=27.09'
��o�o oo• i,�' �d^�p°a ���a�� g �x�`i�y H N 8511' 16" E
1 4.70
o h //��{0� 39,��,0;� " 0 N� 4�15.01,
i ��� S46 F,�� N 76'53�41 E_ \�� ��'L��9'�6'jB�w `��47 8
o S
j>oo �`�6 /b^�o �dti0°'N 8z464g E - R o° G N ��9pJ?• 36
R =445'po1 7"N 409,-
N 8TRADi co
0FN 8) rn
n u N 76'35'00" E q 1, `? �� /�9� K I L Jy��. M o
0 I � � M
N 6628'08" E �, 5 i �qi' 1 �rn ��� o \ ti In o.
37
jw
SCALE 1"=60' ll\� G N 55'1149" E `� I� 45 N 46.28'41'
,� s�� 1r6, o r\\ N W (RADj
LOT LINE 6'J/1. \� �� Cp = i Z � i b
ADJUSTMENT NO. 98--�.�,� '
CITY OF LA QUINTA ° oo,`�'' 6�. \\ 4 i57. 48'
17' 51" p�5
CURVE TABLE
p
R
L
T
A 1
14'41'52"
180.00'
46.17'
23.21'
B
8'05'53"
178.00'
25.16'
12.60'
C
16*17'22"
178.00'
50.61'
25.48'
D
133' 1 1 '32"
25.00'
58.12'
57.76'
E
62'14'06"
45.00'
48.88'
27.16'
F
62726'07'
45.00'
49.04'
27.27'
G
7927'04"
45.00'
55.33'
31.77'
H
62'53'45"
45.00'
49.40'
27.52'
1
28'23' 19"
45.00'
22.30'
11.38'
J
33'50'47"
45.00'
26.58'
13.69'
I
11'55'28"
45.00'
9.37'
4.70'
L
50-30-39"
45.00'
39.67'
21.23'
2' 15'53"
45.00'
1.78'
0.89,
N
68' 1 1 ' 1 1"
45.00'
53.55'
30.46'
0
22'59'48"
45.00'
18.06'
9.15'
(P>
39'53'57'
45.00'
31.34'
16.33,
24'26'49"
100.00'
42.67'
21.66'
R
553'08"
100.00'
10.27'
5.14'
S
18'33'41"
100.00'
32.40'
16.34'
T
28'05'00"
132.00'
64.70'
33.01'
U
9'56'57'
132.00'
22.92'
11.49'
V
18 08'03"
132.00'
41.78'
21.07'
600'28"
132.00'
13.84'
6.93'
X
12'07'36"
132.00'
27.94'
14.02'
Y
67'35'46"
25.00'
29.49'
16.73'
Z
88'41'26"
25.00'
1 38.70'
24.44'
oz
EXHIBIT "B"
LOT LINE ADJUSTMENT NO. 98-
LOTS 1, 30 & 70, PARCEL MERGER 98-
TOGETHER WITH LOTS 2-29, 36-69 OF
TRACT NO. 24890-6, M.B. 225/11-17
N 4_0'2_2'3_3" W
27
00 3526'45" W
-
i? / N 36'43'
J 45" W 13,
to M
`- 4000
�J 26
o N 29'47,19w
h10 N
o�
A 25
rR��N 30
IV zrso 49. w \3\00,��0
24
29
D
e
N. It
CURVE TABLE
#
Q
R
L
T
(A>
934'32"
647.00'
6.50'
3.25'
B
0'45'57"
661.15'
8.84'
4.42'
C
1'44'21"
338.00'
10.26'
5.13'
D
0-34-32"
782.00'
7.86'
3.93'
E
0'46'57"
782.00'
10.68'
5.34'
F
5'49'56"
818.00'
83.26'
41.67'
G
3'24'20"
818.00'
48.62'
24.32'
H
I
48-36-28"
11*50'57"
61.00'
61.00'
51.75'
12.62'
27.55'
6.33'
J
1 1' 18'25'
61.00'
12.04'
6.04'
K
25'27'06"
61.00'
27.10'
13.78'
L
4'35'43"
982.00'
78.76'
39.40'
3'51'51"
982.00'
66.23'
33.13'
O'32'33"
982.00'
9.30'
4.65'
O'06'47"
982.00'
1.94'
0.97'
IR
4'27'10"
178.00'
13.83'
6.92'
10'45' 10"
220.00'
41.29'
20.70'
8'51'03"
1 220.00'
1 33.99'
17.03'
N'�;
SHEET 10 OF 11
- - - - - - EXISTING LOT UNE TO BE ADJUSTED
EXISTING LOT UNE TO BE REMAIN
- ,NEW LOT UNE
TRACT BOUNDARY
4 OLD LOT NO.
4 NEW LOT NO.
1^
N
�M ui
r
� J
O
SCALE 1"=60'
- N 5947'28" W
PRC (RAD-T
S
36'45'31"
61.00'
39.14'
20.27'
6'28'46"
220.00'
24.88'
12.45'
V
2'22' 17"
220.00'
9.1 1 '
4.55'
0-43' 16'
847.00'
10.66'
5.33'
0-32-35"
847.00'
8.02'
4.01'
LOT LINE ADJUSTMENT NO. 98-
CITY OF LA QUINTA
EXHIBIT ' B"
LOT LINE ADJUSTMENT NO. 98-
SHEET 11 OF 11
- - - - - - - - EXISTING LOT UNE TO BE ADJUSTED
EXISTING LOT UNE TO BE REMAIN
LOTS 1, 30 & 70, PARCEL MERGER 98- - NEW LOT UNE
TOGETHER WITH LOTS 2-29, 36-69 OF TlWT BOUNDARY
TRACT NO. 24890-6, M.B. 225/11-17 4 OLD LOT NO.
4 NEW LOT NO.
SCALE 1"=60'
` ftwr�
10
CURVE TABLE
A
R
L
T
A
15'01'55'
338.00'
88.68'
44.59'
B
12'54'46"
338.00'
76.17'
38.25'
C
737'35"
338.00'
44.99'
22.53'
D
2'01'50"
338.00'
11.98'
5.99'
E
1'44'21"
338.00'
10.26'
5.13'
F
9' 14' 16"
818.00'
131.88'
66.09'
G
324'20"
818.00'
48.62'
24.32'
H
26'04'33"
167.00'
76.00'
38.67'
I
754' 16"
167.00'
23.04'
11.54'
J
10'45' 10"
220.00'
41.29'
20.70'
K
8'51'03"
220.00'
33.99'
17.03'
N 537'0C W
36.00' (W)
p=1'35'26 R=302.00 L=8.38'
39
N 50'48' 44"E
15.89'
LOT LINE ADJUSTMENT NO. 98-
CITY OF LA QUINTA
A24890-6.out
TRAVERSE CALCULATION AND ANALYSIS
TRACT NO. 24890-6 LOT LINE ADJUSTMENT - LA QUINTA - MDS CONSULTING - 2-19-98
BLOCK ID : BDRY
TRACT NO. 24890-6 BOUNDARY & LOT AQ OF TR. NO. 24890-2
C O O R D I N
A T E S
COURSE
BEARING
DISTANCE
NORTH
49230.927
EAST
90150.771
START-
1900
1643
N
19-56-43
E
36.00
49264.767
90163.052
2560
S
70-03-17
E
123.00
49222.809
90278.674
1402
N
19-56-43
E
282.00
49487.895
90374.871
CURVE
DELTA-- 35-32-50
R=
282.000
L= 174.957
T=
90.397
CH=
172.165
A=-1552.401
2559
S
15-36-07
E
282.00
49216.285
90450.715
1390
N
74-23-53
E
146.11
49255.582
90591.442
1202
N
29-55-26
E
223.34
49449.148
90702.855
134
S
7-05-30
W
2899.00
46572.326
90344.952
CURVE
DELTA-- 33-40-41
R=
2899.000
L= 1704.012
T=
877.415
CH=
1679.587
A= 139792.156
3179
N
40-46-11
E
2899.00
48767.855
92238.059
3137
S
54-12-48
E
79.35
48721.454
92302.427
168
N
12-31-09
E
167.00
48884.483
92338.627
CURVE
DELTA-- 18-52-10
R=
167.000
L= 54.999
T=
27.751
CH=
54.751
A=-82.567
3138
S
6-21-01
E
167.00
48718.508
92357.099
166
N
6-21-01
W
647.00
49361.538
92285.536
CURVE
DELTA-- 32-50-15
R=
647.000
L= 370.810
T=
190.653
CH=
365.756
A=-6460.026
3145
S
39-11-16
E
647.00
48860.062
92694.352
164
S
39-11-16
E
473.00
48493.449
92993.224
CURVE
DELTA-- 11-03-51
R=
473.000
L= 91.339
T=
45.812
CH=
91.197
A= 134.005
3148
N
28-07-25
W
473.00
48910.603
92770.263
3121
N
61-52-35
E
155.41
48983.860
92907.325
2649
S
33-16-01
E
159.44
48850.548
92994.784
2650
N
78-02-43
W
25.00
48855.727
92970.326
CURVE
DELTA-- 74-25-43
R=
25.000
L= 32.476
T=
18.986
CH=
30.240
A= 104.915
2651
S
3-37-00
E
25.00
48830.777
92971.903
1564
S
3-37-00
E
36.00
48794.848
92974.174
164
S
3-37-00
E
302.00
48493.450
92993.224
CURVE
DELTA--
1-35-26
R=
302.000
L= 8.384
T=
4.192
CH=
8.383
A= -0.163
3190
N
5-12-26
W
302.00
48794.203
92965.815
3182
S
5-12-26
E
135.00
48659.761
92978.068
164
S
5-12-26
E
167.00
48493.450
92993.224
CURVE
DELTA--
33-58-50
R=
167.000
L= 99.043
T=
51.026
CH=
97.598
A=-476.359
3187
N
39-11-16
W
167.00
48622.888
92887.703
3184
S
50-48-44
W
15.89
48612.848
92875.387
3188
S
39-11-16
E
220.00
48442.330
93014.397
CURVE
DELTA--
19-36-12
R=
220.000
L= 75.271
T=
38.007
CH=
74.905
A=-160.599❑❑
3189
N
58-47-28
W
220.00
48556.325
92826.235
172
S
58-47-28
E
847.00
48117.444
93550.660
CURVE
DELTA--
11-58-51
R=
847.000
L= 177.112
T=
88.880
CH=
176.789
A=-545.418
Page
1
•
A24890-6.out
3198
N
70-46-19
W
847.00
48396.386
92750.910
3201
S
6-50-51
W
66.55
48330.310
92742.975
183
S
69-13-29
W
180.00
48266.464
92574.679
CURVE
DELTA-- 193-56-31
R=
180.000
L= 609.287
T=-1472.148
CH=
357.339
A= 58738.998
3228
S
83-10-00
W
180.00
48245.047
92395.958
3217
N
39-30-00
W
170.00
48376.223
92287.824
3218
N
53-30-00
W
72.00
48419.051
92229.947
3229
N
11-47-00
E
400.00
48810.621
92311.631
CURVE
DELTA--
22-28-00
R=
400.000
L= 156.847
T=
79.444
CH=
155.844
A= 797.714
3220
S
34-15-00
W
400.00
48479.985
92086.509
3221
N
52-53-13
W
115.34
48549.580
91994.532
134
S
39-50-14
W
2575.00
46572.322
90344.965
CURVE
DELTA--
29-06-40
R=
2575.000
L= 1308.318
T=
668.605
CH=
1294.291
A=-71544.178
3446
N
10-43-34
E
2575.00
49102.331
90824.209
3447
N
86-02-25
W
77.76
49107.701
90746.635
3448
N
81-30-02
W
45.06
49114.361
90702.070
2046
N
83-14-59
W
111.67
49127.487
90591.174
2047
N
30-04-34
W
90.16
49205.508
90545.990
2536
S
74-23-53
W
88.86
49181.609
90460.404
1402
N
15-36-07
W
318.00
49487.891
90374.877
CURVE
DELTA--
35-32-50
R=
318.000
L= 197.292
T=
101.937
CH=
194.143
A= 1974.058
2535
S
19-56-43
W
318.00
49188.965
90266.400
1643
N
70-03-17
W
123.00
49230.923
90150.778
CLOSURE:
N
63-40-10
W
0.007
AREA =
979447.3 SQ. FT.
AREA = 22.48502
ACRES
TRAVERSE CALCULATION AND ANALYSIS
TRACT NO.
24890-6 LOT LINE
ADJUSTMENT -
LA QUINTA - MDS CONSULTING - 2-19-98
BLOCK ID : BDRY
LOT NO. 1
C O O R
D I N A T E S
COURSE
BEARING
DISTANCE
NORTH
EAST
START-
5408
49286.956
90720.112
1202
N
6-04-19
W 163.11
49449.151
90702.859
134
S
7-05-30
W 2899.00
46572.329
90344.956
CURVE
DELTA--
2-34-52 R= 2899.000
L= 130.597
T=
65.309 CH= 130.586
A=
64.021
5351
N
9-40-22
E 2899.00
49430.115
90832.049
2557
S
9-40-22
W 148.00
49284.219
90807.182
1405
S
9-40-22
W 318.00
48970.740
90753.752
CURVE
DELTA--
15-44-41 R= 318.000
L=
87.386
T=
43.970 CH= 87.111
A=
-174.209
5408
N
6-04-19
W 318.00
49286.956
90720.114
CLOSURE:
N
80-02-21
W 0.00200
AREA =
16588.3 SQ. FT.
AREA =
0.38081 ACRES
TRAVERSE
CALCULATION AND ANALYSIS
TRACT NO.
24890-6 LOT LINE
ADJUSTMENT - LA QUINTA - MDS CONSULTING - 2-19-98
BLOCK ID BDRY
LOT NO. 2
C O O R
D I N A T E S
COURSE
BEARING
DISTANCE
NORTH
EAST
START-
2557
49284.219
90807.180
Page 2
A24890-6.out
5351
N
9-40-22
E 148.00
49430.115
90832.047
134
S
9-40-22
W 2899.00
46572.329
90344.954
CURVE
DELTA=
1-42-06 R= 2899.000
L= 86.099
T=
43.053 CH= 86.096
A=
18.346
5352
N
11-22-28
E 2899.00
49414.390
90916.695
5406
S
11-22-28
W 148.00
49269.297
90887.507
134
S
11-22-28
W 2751.00
46572.329
90344.954
CURVE
DELTA--
1-42-06 R= 2751.000
L= 81.704
T=
40.855 CH= 81.701
A=
-16.521
2557
N
9-40-22
E 2751.00
49284.219
90807.180
CLOSURE:
S
78-36-39
E 0.000
AREA =
12417.4 SQ. FT.
AREA =
0.28507 ACRES
TRAVERSE CALCULATION AND ANALYSIS
TRACT NO.
24890-6 LOT LINE ADJUSTMENT - LA QUINTA - MDS CONSULTING - 2-19-98
BLOCK ID BDRY
LOT NO. 3
C O O R
D I N A T E S
COURSE
BEARING
DISTANCE
NORTH
EAST
START-
5406
49269.298
90887.502
5352
N
11-22-28
E 148.00
49414.391
90916.691
134
S
11-22-28
W 2899.00
46572.330
90344.950
CURVE
DELTA--
1-39-15 R= 2899.000
L=
83.696
T=
41.851 CH= 83.693
A=
16.853
5354
N
13-01-43
E 2899.00
49396.702
90998.494
5405
S
13-01-43
W 148.00
49252.512
90965.129
134
S
13-01-43
W 2751.00
46572.330
90344.950
CURVE
DELTA=
1-39-15 R= 2751.000
L=
79.423
T=
39.714 CH= 79.420
A=
-15.176
5406
N
11-22-28
E 2751.00
49269.298
90887.502
CLOSURE:
S
76-30-15
E 0.000
AREA =
12070.8 SQ. FT.
AREA =
0.27711 ACRES
TRAVERSE CALCULATION AND ANALYSIS
TRACT NO.
24890-6 LOT LINE ADJUSTMENT - LA QUINTA - MDS CONSULTING - 2-19-98
BLOCK ID BDRY
LOT NO. 4
C O O R
D I N A T E S
COURSE
BEARING
DISTANCE
NORTH
EAST
START-
5405
49252.512
90965.129
5354
N
13-01-43
E 148.00
49396.702
90998.494
134
S
13-01-43
W 2899.00
46572.330
90344.950
CURVE
DELTA--
1-39-16 R= 2899.000
L=
83.710
T=
41.858 CH= 83.707
A=
16.86100
5355
N
14-40-59
E 2899.00
49376.656
91079.765
5404
S
14-40-59
W 148.00
49233.489
91042.251
134
S
14-40-59
W 2751.00
46572.330
90344.950
CURVE
DELTA--
1-39-16 R= 2751.000
L=
79.437
T=
39.721 CH= 79.434
A=
-15.183
5405
N
13-01-43
E 2751.00
49252.512
90965.129
CLOSURE:
S
76-19-43
E 0.000
AREA =
12072.8 SQ. FT.
AREA =
0.27715 ACRES
TRAVERSE
CALCULATION AND ANALYSIS
TRACT NO.
24890-6 LOT LINE
ADJUSTMENT - LA QUINTA - MDS CONSULTING - 2-19-98
BLOCK ID BDRY
Page 3
u
A24890-6.out
LOT NO. : 5
COURSE
BEARING
DISTANCE
START-
5404
5355
N
14-40-59
E
148.00
134
S
14-40-59
W
2899.00
CURVE
DELTA--
1-39-16
R=
2899.000
T=
41.858
CH=
83.707
5356
N
16-20-15
E
2899.00
5403
S
16-20-15
W
148.00
134
S
16-20-15
W
2751.00
CURVE
DELTA=
1-39-16
R=
2751.000
T=
39.721
CH=
79.434
5404
N
14-40-59
E
2751.00
C O O R D I N A T E S
NORTH EAST
49233.489 91042.251
49376.656 91079.765
46572.330 90344.950
L= 83.710
A= 16.861
49354.272 91160.424
49212.248 91118.792
46572.330 90344.950
L= 79.437
A=-15.183
49233.489 91042.251
CLOSURE: S 76-19-43 E 0.000
AREA = 12072.8 SQ. FT. AREA = 0.27715 ACRES
TRAVERSE CALCULATION AND ANALYSIS
TRACT NO. 24890-6 LOT LINE ADJUSTMENT - LA QUINTA - MDS CONSULTING - 2-19-98
BLOCK ID BDRY
LOT NO. 6
COURSE
BEARING
DISTANCE
START-
5403
5356
N
16-20-15
E
148.00
134
S
16-20-15
W
2899.00
CURVE
DELTA--
1-39-16
R=
2899.000
T=
41.858
CH=
83.707
5357
N
17-59-31
E
2899.00
5402
S
17-59-31
W
148.00
134
S
17-59-31
W
2751.00
CURVE
DELTA--
1-39-16
R=
2751.000
T=
39.721
CH=
79.434
5403
N
16-20-15
E
2751.00
C O O R D I N A T E S
NORTH EAST
49212.248 91118.792
49354.272 91160.424
46572.330 90344.950
L= 83.710
A= 16.861
49329.568 91240.403
49188.806 91194.688
46572.330 90344.950
L= 79.437
A=-15.183
49212.248 91118.792
CLOSURE: S 73-41-10 E 0.000
AREA = 12072.8 SQ. FT. AREA = 0.27715 ACRES
TRAVERSE CALCULATION AND ANALYSIS
TRACT NO. 24890-6 LOT LINE ADJUSTMENT - LA QUINTA - MDS CONSULTING - 2-19-98
00
BLOCK ID BDRY
LOT NO. 7
COURSE
BEARING
DISTANCE
START-
5402
5357
N
17-59-31
E
148.00
134
S
17-59-31
W
2899.00
CURVE
DELTA--
1-39-15
R=
2899.000
T=
41.851
CH=
83.693
5358
N
19-38-46
E
2899.00
5401
S
19-38-46
W
148.00
134
S
19-38-46
W
2751.00
CURVE
DELTA--
1-39-15
R=
2751.000
T=
39.714
CH=
79.420
5402
N
17-59-31
E
2751.00
CLOSURE: S 73-00-00 E 0.000
AREA = 12070.8 SQ. FT.
Page 4
C O O R D I N A T E S
NORTH EAST
49188.806 91194.688
49329.568 91240.403
46572.330 90344.950
L= 83.696
A= 16.853
49302.571 91319.622
49163.186 91269.863
46572.330 90344.950
L= 79.423
A=-15.176
49188.806 91194.688
AREA = 0.27711 ACRES
Ll
U
A24890-6.out
TRAVERSE CALCULATION AND ANALYSIS
TRACT NO. 24890-6 LOT LINE ADJUSTMENT - LA QUINTA - MDS CONSULTING - 2-19-98
BLOCK ID BDRY
LOT NO. 8
C O O R
D I N A T E S
COURSE
BEARING
DISTANCE
NORTH
EAST
START-
5401
49163.186
91269.863
5358
N
19-38-46
E 148.00
49302.571
91319.622
134
S
19-38-46
W 2899.00
46572.330
90344.950
CURVE
DELTA--
1-39-16 R= 2899.000
L=
83.710
T=
41.858 CH= 83.707
A=
16.861
5359
N
21-18-02
E 2899.00
49273.292
91398.041
5400
S
21-18-02
W 148.00
49135.402
91344.279
134
S
21-18-02
W 2751.00
46572.330
90344.950
CURVE
DELTA=
1-39-16 R= 2751.000
L=
79.437
T=
39.721 CH= 79.434
A=
-15.183
5401
N
19-38-46
E 2751.00
49163.186
91269.863
CLOSURE:
S
68-42-49
E 0.000
AREA =
12072.8 SQ. FT.
AREA =
0.27715 ACRES
TRAVERSE CALCULATION AND ANALYSIS
TRACT NO.
24890-6 LOT LINE ADJUSTMENT - LA QUINTA
- MDS CONSULTING - 2-19-98
BLOCK ID : BDRY
LOT NO. : 9
COURSE
BEARING
DISTANCE
START-
5400
5359
N
21-18-02
E
148.00
134
S
21-18-02
W
2899.00
CURVE
DELTA--
1-39-16
R=
2899.000
T=
41.858
CH=
83.707
5360
N
22-57-18
E
2899.00
5399
S
22-57-18
W
148.00
134
S
22-57-18
W
2751.00
CURVE
DELTA--
1-39-16
R=
2751.000
T=
39.721
CH=
79.434
5400
N
21-18-02
E
2751.00
C O O R D I N A T E S
NORTH EAST
49135.402 91344.279
49273.292 91398.041
46572.330 90344.950
L= 83.710
A= 16.861
49241.762 91475.583
49105.482 91417.862
46572.330 90344.95000
L= 79.437
A=-15.183
49135.402 91344.279
CLOSURE: S 68-35-13 E 0.000
AREA = 12072.8 SQ. FT. AREA = 0.27715 ACRES
TRAVERSE CALCULATION AND ANALYSIS
TRACT NO. 24890-6 LOT LINE ADJUSTMENT - LA QUINTA - MDS CONSULTING - 2-19-98
BLOCK ID BDRY
LOT NO. 10
COURSE
BEARING
DISTANCE
START-
5399
5360
N
22-57-18
E
148.00
134
S
22-57-18
W
2899.00
CURVE
DELTA=
1-39-16
R=
2899.000
T=
41.858
CH=
83.707
5361
N
24-36-34
E
2899.00
5398
S
24-36-34
W
148.00
134
S
24-36-34
W
2751.00
CURVE
DELTA--
1-39-16
R=
2751.000
T=
39.721
CH=
79.434
Page 5
C O O R D I N A T E S
NORTH EAST
49105.482 91417.862
49241.762 91475.583
46572.330 90344.950
L= 83.710
A= 16.861
49208.006 91552.182
49073.449 91490.551
46572.330 90344.950
L= 79.437
A=-15.183
5399
CLOSURE:
TRACT NO.
A24890-6.out
N 22-57-18 E 2751.00 49105.482 91417.862
S 67-39-34 E 0.000
AREA = 12072.8 SQ. FT. AREA = 0.27715 ACRES
TRAVERSE CALCULATION AND ANALYSIS
24890-6 LOT LINE ADJUSTMENT - LA QUINTA - MDS CONSULTING - 2-19-98
BLOCK ID BDRY
LOT NO. 11
COURSE
BEARING
DISTANCE
START-
5398
5361
N
24-36-34
E
148.00
134
S
24-36-34
W
2899.00
CURVE
DELTA--
1-39-16
R=
2899.000
T=
41.858
CH=
83.707
5362
N
26-15-50
E
2899.00
5397
S
26-15-50
W
148.00
134
S
26-15-50
W
2751.00
CURVE
DELTA=
1-39-16
R=
2751.000
T=
39.721
CH=
79.434
5398
N
24-36-34
E
2751.00
CLOSURE:
TRACT NO
C O O R D I N A T E S
NORTH EAST
49073.449 91490.551
49208.006 91552.182
46572.330 90344.950
L= 83.710
A= 16.861
49172.053 91627.775
49039.331 91562.284
46572.330 90344.950
L= 79.437
A=-15.183
49073.449 91490.551
S 64-05-37 E 0.000
AREA = 12072.8 SQ. FT. AREA = 0.27715 ACRES
TRAVERSE CALCULATION AND ANALYSIS
24890-6 LOT LINE ADJUSTMENT - LA QUINTA - MDS CONSULTING - 2-19-98
BLOCK ID BDRY
LOT NO. 12
COURSE
BEARING
DISTANCE
START-
5397
5362
N
26-15-50
E
148.00
134
S
26-15-50
W
2899.00
CURVE
DELTA--
1-39-15
R=
2899.000
T=
41.851
CH=
83.693
5363
N
27-55-05
E
2899.00
5396
S
27-55-05
W
148.00
134
S
27-55-05
W
2751.00
CURVE
DELTA---
1-39-15
R=
2751.000
T=
39.714
CH=
79.420
5397
N
26-15-50
E
2751.00
CLOSURE:
TRACT NO
C O O R D I N A T E S
NORTH EAST❑❑
49039.331 91562.284
49172.053 91627.775
46572.330 90344.950
L= 83.696
A= 16.853
49133.938 91702.286
49003.163 91632.991
46572.330 90344.950
L= 79.423
A=-15.176
49039.331 91562.284
S 62-06-10 E 0.000
AREA = 12070.8 SQ. FT. AREA = 0.27711 ACRES
TRAVERSE CALCULATION AND ANALYSIS
24890-6 LOT LINE ADJUSTMENT - LA QUINTA - MDS CONSULTING - 2-19-98
BLOCK ID BDRY
LOT NO. 13
COURSE
BEARING
DISTANCE
START-
5396
5363
N
27-55-05
E 148.00
134
S
27-55-05
W 2899.00
CURVE
DELTA--
1-39-16 R= 2899.000
T=
41.858 CH= 83.707
5364
N
29-34-21
E 2899.00
Page 6
C O O R D I N A T E S
NORTH EAST
49003.163 91632.991
49133.938 91702.286
46572.330 90344.950
L= 83.710
A= 16.861
49093.682 91775.677
•
•
5395 S 29-34-21 W
134 S 29-34-21 W
CURVE DELTA-- 1-39-16
T= 39.721
5396 N 27-55-05 E
A24890-6.out
148.00
2751.00
R= 2751.000
CH= 79.434
2751.00
48964.962 91702.636
46572.330 90344.950
L= 79.437
A=-15.183
49003.163 91632.991
CLOSURE: S 60-26-23 E 0.000
AREA = 12072.8 SQ. FT. AREA = 0.27715 ACRES
TRAVERSE CALCULATION AND ANALYSIS
TRACT NO. 24890-6 LOT LINE ADJUSTMENT - LA QUINTA - MDS CONSULTING - 2-19-98
BLOCK ID BDRY
LOT NO. 14
C O O R
D I N A T E S
COURSE
BEARING
DISTANCE
NORTH
EAST
START-
5395
48964.962
91702.636
5364
N
29-34-21
E
148.00
49093.682
91775.677
134
S
29-34-21
W
2899.00
46572.330
90344.950
CURVE
DELTA--
1-39-16
R= 2899.000
L=
83.710
T=
41.858
CH= 83.707
A=
16.861
5365
N
31-13-37
E
2899.00
49051.324
91847.876
5394
S
31-13-37
W
148.00
48924.766
91771.149
134
S
31-13-37
W
2751.00
46572.330
90344.950
CURVE
DELTA--
1-39-16
R= 2751.000
L=
79.437
T=
39.721
CH= 79.434
A=
-15.183
5395
N
29-34-21
E
2751.00
48964.962
91702.636
CLOSURE:
S
60-26-23
E
0.000❑❑
AREA =
12072.8
SQ. FT.
AREA =
0.27715 ACRES
TRAVERSE CALCULATION AND ANALYSIS
TRACT NO.
24890-6 LOT LINE ADJUSTMENT
- LA QUINTA
- MDS CONSULTING - 2-19-98
BLOCK ID BDRY
LOT NO. 15
C O O R
D I N A T E S
COURSE
BEARING
DISTANCE
NORTH
EAST
START-
5394
48924.766
91771.149
5365
N
31-13-37
E 148.00
49051.324
91847.876
134
S
31-13-37
W 2899.00
46572.330
90344.950
CURVE
DELTA--
1-39-16 R= 2899.000
L=
83.710
T=
41.858 CH= 83.707
A=
16.861
5366
N
32-52-53
E 2899.00
49006.899
91918.822
5393
S
32-52-53
W 148.00
48882.609
91838.473
134
S
32-52-53
W 2751.00
46572.330
90344.950
CURVE
DELTA--
1-39-16 R= 2751.000
L=
79.437
T=
39.721 CH= 79.434
A=
-15.183
5394
N
31-13-37
E 2751.00
48924.766
91771.149
CLOSURE:
S
57-10-17
E 0.000
AREA =
12072.8 SQ. FT.
AREA =
0.27715 ACRES
TRAVERSE CALCULATION AND ANALYSIS
TRACT NO.
24890-6 LOT LINE ADJUSTMENT - LA QUINTA - MDS CONSULTING - 2-19-98
BLOCK ID BDRY
LOT NO. 16
C O O R
D I N A T E S
COURSE
BEARING
DISTANCE
NORTH
EAST
START-
5393
48882.609
91838.473
5366
N
32-52-53
E 148.00
49006.899
91918.822
Page 7
•
0
A24890-6.out
134
S
32-52-53 W
2899.00
46572.330
90344.950
CURVE
DELTA= 1-39-16
R= 2899.000
L=
83.710
T= 41.858
CH= 83.707
A7-
16.861
5367
N
34-32-09 E
2899.00
48960.444
91988.456
5392
S
34-32-09 W
148.00
48838.526
91904.551
134
S
34-32-09 W
2751.00
46572.330
90344.950
CURVE
DELTA= 1-39-16
R= 2751.000
L=
79.437
T= 39.721
CH= 79.434
A=
-15.183
5393
N
32-52-53 E
2751.00
48882.609
91838.473
CLOSURE:
S
56-18-36 E
0.000
AREA = 12072.8
SQ. FT.
AREA =
0.27715 ACRES
TRAVERSE CALCULATION AND ANALYSIS
TRACT NO.
24890-6 LOT LINE ADJUSTMENT
- LA QUINTA
- MDS CONSULTING - 2-19-98
BLOCK ID BDRY
LOT NO. 17
COURSE
BEARING
DISTANCE
START-
5392
5367
N
34-32-09
E
148.00
134
S
34-32-09
W
2899.00
CURVE
DELTA--
1-39-15
R=
2899.000
T=
41.851
CH=
83.693
5368
N
36-11-24
E
2899.00
5391
S
36-11-24
W
148.00
134
S
36-11-24
W
2751.00
CURVE
DELTA--
1-39-15
R=
2751.000
T=
39.714
CH=
79.420
5392
N
34-32-09
E
2751.00
C O O R D I N A T E S
NORTH EAST
48838.526 91904.551
48960.444 91988.456
46572.330 90344.950
L= 83.696
A= 16.853❑❑
48912.006 92056.707
48792.561 91969.319
46572.330 90344.950
L= 79.423
A=-15.176
48838.526 91904.551
CLOSURE:
S
55-33-40
E 0.000
AREA =
12070.8 SQ. FT.
AREA =
0.27711 ACRES
TRAVERSE CALCULATION AND ANALYSIS
TRACT NO.
24890-6 LOT LINE
ADJUSTMENT - LA QUINTA - MDS CONSULTING - 2-19-98
BLOCK ID BDRY
LOT NO. 18
C O O R
D I N A T E S
COURSE
BEARING
DISTANCE
NORTH
EAST
START-
5391
48792.561
91969.319
5368
N
36-11-24
E 148.00
48912.006
92056.707
134
S
36-11-24
W 2899.00
46572.330
90344.950
CURVE
DELTA=
1-39-16 R= 2899.000
L=
83.710
T=
41.858 CH= 83.707
A=
16.861
5369
N
37-50-40
E 2899.00
48861.610
92123.544
5390
S
37-50-40
W 148.00
48744.737
92032.743
134
S
37-50-40
W 2751.00
46572.330
90344.950
CURVE
DELTA--
1-39-16 R= 2751.000
L=
79.437
T=
39.721 CH= 79.434
A=
-15.183
5391
N
36-11-24
E 2751.00
48792.561
91969.319
CLOSURE:
S
54-17-36
E 0.000
AREA =
12072.8 SQ. FT.
AREA =
0.27715 ACRES
TRAVERSE CALCULATION AND ANALYSIS
TRACT NO.
24890-6 LOT LINE ADJUSTMENT - LA QUINTA
- MDS CONSULTING - 2-19-98
BLOCK ID BDRY
LOT NO. 19
Page 8
•
A24890-6.out
COURSE
BEARING
DISTANCE
START-
5390
5369
N
37-50-40
E
148.00
134
S
37-50-40
W
2899.00
CURVE
DELTA--
1-39-16
R=
2899.000
T=
41.858
CH=
83.707
5370
N
39-29-56
E
2899.00
5389
S
39-29-56
W
148.00
134
S
39-29-56
W
2751.00
CURVE
DELTA--
1-39-16
R=
2751.000
T=
39.721
CH=
79.434
5390
N
37-50-40
E
2751.00
C O O R D I N A T E S
NORTH EAST
48744.737 92032.743
48861.610 92123.544
46572.330 90344.950
L= 83.710
A= 16.861
48809.305 92188.897
48695.103 92094.760
46572.330 90344.950
L= 79.437
A=-15.183
48744.737 92032.743
CLOSURE:
S
51-48-05
E 0.000
AREA =
12072.8 SQ. FT.
AREA =
0.27715 ACRES
TRAVERSE CALCULATION AND ANALYSIS
TRACT NO.
24890-6 LOT LINE ADJUSTMENT - LA QUINTA - MDS CONSULTING - 2-19-98
BLOCK ID BDRY
LOT NO. 20
C O O R
D I N A T E S
COURSE
BEARING
DISTANCE
NORTH
EAST
START-
5389
48695.103
92094.760
5370
N
39-29-56
E 148.00
48809.305
92188.897
134
S
39-29-56
W 2899.00
46572.330
90344.950
CURVE
DELTA--
1-16-15 R= 2899.000
L=
64.300
T=
32.152 CH= 64.299
A=
7.642
3179
N
40-46-11
E 2899.00
48767.859
92238.056
5371
S
54-12-48
E 14.82
48759.193
92250.078
5388
S
35-14-53
W 148.58
48637.853
92164.330
168
N
35-14-53
E 302.00
48884.485
92338.620
CURVE
DELTA--
5-31-18 R= 302.000
L= 29.104
T=
14.563 CH= 29.093
A=
6.799
2654
S
40-46-11
W 302.00
48655.768
92141.408
134
S
40-46-11
W 2751.00
46572.325
90344.948
CURVE
DELTA=
1-16-15 R= 2751.000
L= 61.018
T=
30.510 CH= 61.017
A=
-6.882
5389
N
39-29-56
E 2751.00
48695.098
92094.758
CLOSURE:
N
21-47-52
E 0.005
AREA =
12532.1 SQ. FT.
AREA =
0.28770 ACRES
TRAVERSE CALCULATION AND ANALYSIS
TRACT NO.
24890-6 LOT LINE ADJUSTMENT - LA QUINTA
- MDS CONSULTING - 2-19-98
BLOCK ID BDRY
LOT NO. 21
COURSE
BEARING
START-
5388
5371
N
35-14-53
E
3137
S
54-12-48
E
168
N
12-31-09
E
CURVE
DELTA=
2-52-03
T=
4.180
5372
S
9-39-06
W
5387
S
9-39-06
W
168
N
9-39-06
E
CURVE
DELTA-- 25-35-47
DISTANCE
148.58
64.53
167.00
R= 167.000
CH= 8.357
167.00
135.00
302.00
R= 302.000
Page 9
C O O R D I N A T E S
NORTH EAST
48637.856 92164.334
48759.195 92250.082
48721.460 92302.429
48884.490 92338.629
L= 8.358
A= -0.291
48719.853 92310.630
48586.764 92287.996
48884.490 92338.629
L= 134.916
A24890-6.out
T=
68.603 CH= 133.797
A=
670.913
5388
S
35-14-53
W 302.00
48637.858
92164.339
CLOSURE:
S
69-00-28
W 0.006
AREA =
14725.1 SQ. FT.
AREA =
0.33804 ACRES
TRAVERSE CALCULATION AND ANALYSIS
TRACT NO.
24890-6
LOT LINE
ADJUSTMENT - LA QUINTA - MDS CONSULTING - 2-19-98
BLOCK ID BDRY
LOT NO. 22
C 0 0 R
D I N A T E S
COURSE
BEARING
DISTANCE
NORTH
EAST
START-
5387
48586.762
92287.991
5372
N
9-39-06
E 135.00
48719.851
92310.625❑❑
168
N
9-39-06
E 167.00
48884.488
92338.624
CURVE
DELTA--
16-00-07 R= 167.000
L=
46.641
T=
23.473 CH= 46.489
A=
-50.432
3138
S
6-21-01
E 167.00
48718.512
92357.095
166
N
6-21-01
W 647.00
49361.542
92285.532
CURVE
DELTA=
2-36-53 R= 647.000
L=
29.526
T=
14.766 CH= 29.524
A=
-3.315
5373
S
8-57-54
E 647.00
48722.446
92386.355
5386
S
8-57-54
E 135.00
48589.096
92407.392
166
N
8-57-54
W 782.00
49361.542
92285.532
CURVE
DELTA--
2-36-53 R= 782.000
L=
35.687
T=
17.847 CH= 35.684
A=
4.843
2653
S
6-21-01
E 782.00
48584.341
92372.027
168
N
6-21-01
W 302.00
48884.488
92338.624
CURVE
DELTA-- 16-00-07 R= 302.000
L=
84.345
T=
42.449 CH= 84.071
A7--
164.926
5387
S
9-39-06
W 302.00
48586.762
92287.991
CLOSURE: N
84-50-40
E 0.000
AREA =
13243.4 SQ. FT.
AREA =
0.30403 ACRES
TRAVERSE CALCULATION AND ANALYSIS
TRACT NO.
24890-6 LOT LINE ADJUSTMENT - LA QUINTA - MDS CONSULTING - 2-19-98
BLOCK ID BDRY
LOT NO. 23
C O O R
D I N A T E S
COURSE
BEARING
DISTANCE
NORTH
EAST
START-
5386
48589.096
92407.393
5373
N
8-57-54
W 135.00
48722.446
92386.356
166
N
8-57-54
W 647.00
49361.542
92285.533
CURVE
DELTA--
6-56-28 R= 647.000
L= 78.381
T=
39.238 CH= 78.333
A=
-61.977
5374
S
15-54-22
E 647.00
48739.315
92462.851
5385
S
15-54-22
E 135.00
48609.484
92499.849
166
N
15-54-22
W 782.00
49361.542
92285.533
CURVE
DELTA=
6-56-28 R= 782.000
L= 94.736
T=
47.426 CH= 94.678
A=
90.538
5386
S
8-57-54
E 782.00
48589.096
92407.393
CLOSURE:
N
78-22-18
E 0.000
AREA =
11685.4 SQ. FT.
AREA =
0.26826 ACRES
TRAVERSE CALCULATION AND ANALYSIS
TRACT NO.
24890-6
LOT LINE
ADJUSTMENT - LA QUINTA
- MDS CONSULTING - 2-19-98
BLOCK ID : BDRY
Page 10
A24890-6.out
LOT NO. 24
C O O R
D I N A T E S
COURSE
BEARING DISTANCE
NORTH
EAST
START-
5385
48609.484
92499.849
5374
N
15-54-22 W
135.00
48739.315
92462.851
166
N
15-54-22 W
647.00
49361.542
92285.533
CURVE
DELTA-- 6-56-27
R= 647.000
L=
78.378
T= 39.237
CH= 78.330
A=
-61.969
5375
S
22-50-49 E
647.00
48765.303
92536.744❑❑
5384
S
22-50-49 E
135.00
48640.894
92589.161
166
N
22-50-49 W
782.00
49361.542
92285.533
CURVE
DELTA-- 6-56-27
R= 782.000
L=
94.732
T= 47.424
CH= 94.674
A=
90.528
5385
S
15-54-22 E
782.00
48609.484
92499.849
CLOSURE:
N
70-41-29 E
0.000
AREA = 11684.9
SQ. FT.
AREA =
0.26825 ACRES
TRAVERSE CALCULATION AND ANALYSIS
TRACT NO.
24890-6 LOT LINE ADJUSTMENT - LA QUINTA - MDS CONSULTING - 2-19-98
BLOCK ID : BDRY
LOT NO.
25
C O O R
D I N A T E S
COURSE
BEARING
DISTANCE
NORTH
EAST
START-
5384
48640.894
92589.161
5375
N
22-50-49
W 135.00
48765.303
92536.744
166
N
22-50-49
W 647.00
49361.542
92285.533
CURVE
DELTA--
6-56-30 R=
647.000
L=
78.387
T=
39.242 CH=
78.339
A=
-61.991
5376
S
29-47-19
E 647.00
48800.034
92606.963
5383
S
29-47-19
E 135.00
48682.873
92674.032
166
N
29-47-19
W 782.00
49361.542
92285.533
CURVE
DELTA=
6-56-30 R=
782.000
L=
94.743
T=
47.430 CH=
94.685
A=
90.560
5384
S
22-50-49
E 782.00
48640.894
92589.161
CLOSURE:
N
63-46-05
E 0.000
AREA =
11686.3 SQ. FT.
AREA =
0.26828 ACRES
TRAVERSE CALCULATION AND ANALYSIS
TRACT NO.
24890-6 LOT LINE ADJUSTMENT - LA QUINTA - MDS CONSULTING - 2-19-98
BLOCK ID
BDRY
LOT NO.
26
C O O R
D I N A T E S
COURSE
BEARING
DISTANCE
NORTH
EAST
START-
5383
48682.873
92674.032
5376
N
29-47-19
W 135.00
48800.034
92606.963
166
N
29-47-19
W 647.00
49361.542
92285.533
CURVE
DELTA--
6-56-26 R=
647.000
L= 78.375
T=
39.235 CH=
78.327
A=
-61.962
5377
S
36-43-45
E 647.00
48842.991
92672.460
5382
S
36-43-45
E 135.00
48734.792
92753.195
166
N
36-43-45
W 782.00
49361.542
92285.533
CURVE
DELTA--
6-56-26 R=
782.000
L= 94.728
T=
47.422 CH=
94.670
A=
90.517
5383
S
29-47-19
E 782.00
48682.873
92674.032
CLOSURE:
N
55-55-22
E 0.000
AREA =
11684.4 SQ. FT.
AREA =
0.26824 ACRES
Page 11
•
171
A24890-6.out
TRAVERSE CALCULATION AND ANALYSIS
TRACT NO. 24890-6 LOT LINE ADJUSTMENT - LA QUINTA - MDS CONSULTING - 2-19-98
BLOCK ID : BDRYOO
LOT NO.
27
C O O R
D I N A T E S
COURSE
BEARING
DISTANCE
NORTH
EAST
START-
5382
48734.792
92753.195
5377
N
36-43-45
W 135.00
48842.991
92672.460
166
N
36-43-45
W 647.00
49361.542
92285.533
CURVE
DELTA--
2-27-31 R=
647.000
L=
27.763
T=
13.884 CH=
27.761
A=
-2.756
3145
S
39-11-16
E 647.00
48860.066
92694.349
164
S
39-11-16
E 473.00
48493.454
92993.221
CURVE
DELTA--
7-37-35 R=
473.000
L=
62.959
T=
31.526 CH=
62.912
A=
43.928
5378
N
31-33-41
W 473.00
48896.487
92745.647
5381
S
31-33-41
E 135.00
48781.457
92816.307
164
S
31-33-41
E 338.00
48493.454
92993.221
CURVE
DELTA--
7-37-35 R=
338.000
L=
44.990
T=
22.528 CH=
44.956
A=
-22.431
2652
N
39-11-16
W 338.00
48755.430
92779.651
166
N
39-11-16
W 782.00
49361.542
92285.533
CURVE
DELTA--
2-27-31 R=
782.000
L=
33.556
T=
16.781 CH=
33.554
A=
4.026
5382
S
36-43-45
E 782.00
48734.792
92753.195
CLOSURE:
N
52-25-53
E 0.000
AREA =
11425.6 SQ. FT.
AREA =
0.26230 ACRES
TRAVERSE CALCULATION AND ANALYSIS
TRACT NO.
24890-6 LOT LINE ADJUSTMENT - LA QUINTA - MDS CONSULTING - 2-19-98
BLOCK ID
BDRY
LOT NO.
28
C O O R
D I N A T E S
COURSE
BEARING
DISTANCE
NORTH
EAST
START-
5381
48781.455
92816.306
5378
N
31-33-41
W 135.00
48896.486
92745.645
164
S
31-33-41
E 473.00
48493.452
92993.219
CURVE
DELTA--
3-26-16 R=
473.000
L= 28.380
T=
14.194 CH=
28.376
A=
4.027
3148
N
28-07-25
W 473.00
48910.607
92770.258
5379
N
61-52-35
E 78.94
48947.817
92839.878
5380
S
18-38-55
E 141.54
48813.708
92885.137
164
S
18-38-55
E 338.00
48493.454
92993.217
CURVE
DELTA-- 12-54-46 R=
338.000
L= 76.175
T=
38.250 CH=
76.014
A7- -108.703
5381
N
31-33-41
W 338.00
48781.457
92816.304
CLOSURE:
S
42-46-00
E 0.002
AREA =
12507.6 SQ. FT.
AREA =
0.28713 ACRES
TRAVERSE CALCULATION
AND ANALYSIS
TRACT NO.
24890-6 LOT LINE ADJUSTMENT - LA QUINTA - MDS CONSULTING - 2-19-98
BLOCK ID
BDRY
LOT NO.
29
C O O R
D I N A T E S
COURSE
BEARING
DISTANCE
NORTH
EASTOO
START-
5380
48813.706
92885.139
Page 12
A24890-6.out
5379
N
18-38-55 W
141.54
48947.815
92839.880
3121
N
61-52-35 E
76.47
48983.861
92907.321
2649
S
33-16-01 E
159.44
48850.550
92994.780
2650
N
78-02-43 W
25.00
48855.728
92970.323
CURVE
DELTA-- 74-25-43
R=
25.000
L=
32.476
T= 18.986
CH=
30.240
A=
104.915
2651
S
3-37-00 E
25.00
48830.778
92971.900
164
S
3-37-00 E
338.00
48493.451
92993.221
CURVE
DELTA= 15-01-55
R=
338.000
L=
88.677
T= 44.594
CH=
88.423
A=
-171.331
5380
N
18-38-55 W
338.00
48813.705
92885.141
CLOSURE:
N
58-34-14 W
0.002
AREA = 14853.4
SQ. FT.
AREA =
0.34099 ACRES
TRAVERSE CALCULATION AND ANALYSIS
TRACT NO.
24890-6 LOT LINE ADJUSTMENT -
LA QUINTA - MDS CONSULTING - 2-19-98
BLOCK ID
BDRY
LOT NO.
30
C O O R
D I N A T E S
COURSE
BEARING DISTANCE
NORTH
EAST
START-
5443
48636.173
92906.501
5442
N
31-16-59 W
135.00
48751.545
92836.401
164
S
31-16-59 E
302.00
48493.452
92993.219
CURVE
DELTA= 26-04-33
R=
302.000
L= 137.443
T= 69.933
CH=
136.260
A=
709.056
3190
N
5-12-26 W
302.00
48794.206
92965.810
3182
S
5-12-26 E
135.00
48659.763
92978.062
164
S
5-12-26 E
167.00
48493.452
92993.219
CURVE
DELTA-- 26-04-33
R=
167.000
L= 76.003
T= 38.671
CH=
75.349
A=-216.820
5443
N
31-16-59 W
167.00
48636.173
92906.501
CLOSURE:
N
71-24-47 E
0.000
AREA = 14407.6
SQ. FT.
AREA =
0.33075 ACRES
TRAVERSE CALCULATION AND ANALYSIS
TRACT NO.
24890-6 LOT LINE ADJUSTMENT -
LA QUINTA - MDS CONSULTING - 2-19-98
BLOCK ID
BDRY
LOT NO.
31
C O O R
D I N A T E S
COURSE
BEARING DISTANCE
NORTH
EAST
START-
5444
48583.919
92846.006
5441
N
35-46-56 W
140.56
48697.947
92763.820
166
N
35-46-56 W
818.00
49361.546
92285.530
CURVE
DELTA= 3-24-20
R=
818.000
L= 48.620
T= 24.317
CH=
48.613
A=
-11.707
2598
S
39-11-16 E
818.00
48727.531
92802.395
164
S
39-11-16 E
302.00
48493.457
92993.218
CURVE
DELTA-- 7-54-17
R=
302.000
L= 41.665
T= 20.866
CH=
41.632
A=
19.939
5442
N
31-16-59 W
302.00
48751.550
92836.399
5443
S
31-16-59 E
135.00
48636.178
92906.500❑❑
164
S
31-16-59 E
167.00
48493.457
92993.218
CURVE
DELTA= 7-54-17
R=
167.000
L= 23.040
T= 11.538
CH=
23.022
A=
-6.097
3187
N
39-11-16 W
167.00
48622.896
92887.697
3184
S
50-48-44 W
15.89
48612.855
92875.381
3188
S
39-11-16 E
220.00
48442.338
93014.391
Page
13
A24890-6.out
CURVE DELTA= 10-45-09 R= 220.000 L= 41.287
T= 20.704 CH= 41.226 A=-26.611
5444 N 49-56-25 W 220.00 48583.927 92846.008
CLOSURE: S 16-56-51 W 0.008
AREA = 11557.0 SQ. FT. AREA = 0.26531 ACRES
TRAVERSE CALCULATION AND ANALYSIS
TRACT NO. 24890-6 LOT LINE ADJUSTMENT - LA QUINTA - MDS CONSULTING - 2-19-98
BLOCK ID : BDRY
LOT
NO.
32
C O O R
D I N A T E S
COURSE
BEARING
DISTANCE
NORTH
EAST
START-
5445
48519.052
92804.917
5440
N
61-41-45
W
136.38
48583.717
92684.842
2599
N
74-16-29
W
61.00
48600.249
92626.125
CURVE
DELTA-- 36-45-31
R=
61.000
L= 39.135
T=
20.268
CH=
38.467
A=
-80.213
2595
N
68-58-00
E
61.00
48622.143
92683.061
2596
N
68-58-00
E
25.00
48631.116
92706.395
CURVE
DELTA-- 81-05-00
R=
25.000
L=
35.379
T=
21.383
CH=
32.500
A=
133.518
2597
N
29-57-00
W
25.00
48652.777
92693.914
166
N
29-57-00
W
818.00
49361.543
92285.533
CURVE
DELTA=
5-49-56
R=
818.000
L=
83.265
T=
41.669
CH=
83.229
A=
-58.781
5441
S
35-46-56
E
818.00
48697.944
92763.822
5444
S
35-46-56
E
140.56
48583.915
92846.008
3188
S
49-56-25
E
220.00
48442.327
93014.391
CURVE
DELTA=
8-51-03
R=
220.000
L=
33.985
T=
17.026
CH=
33.951
A=
-14.850
3189
N
58-47-28
W
220.00
48556.322
92826.228
172
S
58-47-28
E
847.00
48117.440
93550.654
CURVE
DELTA--
2-54-17
R=
847.000
L=
42.940
T=
21.475
CH=
42.936
A=
-7.789
5445
N
61-41-45
W
847.00
48519.047
92804.918
CLOSURE:
N
17-36-10
W
0.005
AREA =
16762.0
SQ. FT.
AREA =
0.38480 ACRES
TRAVERSE CALCULATION AND ANALYSIS
TRACT NO.
24890-6 LOT LINE ADJUSTMENT -
LA QUINTA - MDS CONSULTING - 2-19-98
BLOCK ID
BDRY
LOT NO.
33
C O O R
D I N A T E S
COURSE
BEARING
DISTANCE
NORTH
EAST
START-
5446
48448.111
92770.864
5439
N
67-01-15
W
135.00
48500.814
92646.57700
172
S
67-01-15
E
982.00
48117.445
93550.652
CURVE
DELTA--
4-35-43
R=
982.000
L=
78.759
T=
39.401
CH=
78.738
A=
41.445
2594
N
62-25-32
W
982.00
48572.014
92680.197
2599
N
62-25-32
W
61.00
48600.251
92626.126
CURVE
DELTA--
11-50-57
R=
61.000
L=
12.615
T=
6.330
CH=
12.593
A=
-2.737
5440
S
74-16-29
E
61.00
48583.718
92684.843
5445
S
61-41-45
E
136.38
48519.053
92804.918
172
S
61-41-45
E
847.00
48117.446
93550.653
CURVE
DELTA--
5-19-30
R=
847.000
L=
78.719
Page 14
A24890-6.out
T=
39.388 CH= 78.691
A=
-47.972
5446
N
67-01-15
W 847.00
48448.112
92770.865
CLOSURE:
S
44-04-59
W 0.002
11479.9 SQ. FT.
AREA =
0.26354 ACRES
AREA =
TRAVERSE CALCULATION AND ANALYSIS
TRACT NO.
24890-6 LOT LINE ADJUSTMENT - LA QUINTA - MDS CONSULTING - 2-19-98
BLOCK ID BDRY
LOT NO. 34
C O O R
D I N A T E S
COURSE
BEARING
DISTANCE
NORTH
48370.973
EAST
92747.850
START-
5438
5447
N
67-01-15
W 141.30
48426.136
92617.763
174
N
66-25-56
W 178.00
48497.306
92454.610
CURVE
DELTA--
4-27-10 R= 178.000
L=
13.833
T=
6.920 CH= 13.830
A=
-1.239
2581
S
70-53-06
E 178.00
48439.018
92622.796
172
S
70-53-06
E 982.00
48117.447
93550.651
CURVE
DELTA--
3-51-51 R= 982.000
L=
66.228
T=
33.127 CH= 66.216
A=
24.646
5439
N
67-01-15
W 982.00
48500.816
92646.576
5446
S
67-01-15
E 135.00
48448.113
92770.863
172
S
67-01-15
E 847.00
48117.447
93550.651
CURVE
DELTA--
3-45-04 R= 847.000
L=
55.452
T=
27.736 CH= 55.443
A=
-16.773
3198
N
70-46-19
W 847.00
48396.388
92750.901
5447
S
6-50-51
W 25.60
48370.971
92747.849
CLOSURE:
N
30-35-42
=
E 0.002
10881.8 SQ. FT.
AREA =
0.24981 ACRES
AREA
TRAVERSE CALCULATION AND ANALYSIS
TRACT NO.
24890-6 LOT LINE ADJUSTMENT - LA QUINTA - MDS CONSULTING - 2-19-98
BLOCK ID BDRY
LOT NO. 35
C O O R
D I N A T E S
COURSE
BEARING
DISTANCE
NORTH
48304.362
EAST
92750.637
START-
5437
5448
S
85-11-16
W
124.70
48293.901
92626.377
1321
S
67-39-32
W
45.00
48276.796
92584.754
CURVE
DELTA= 62-53-45
R=
45.000
L=
49.398
T=
27.520
CH=
46.955
A=
-210.15400
2578
N
4-45-47
E
45.00
48321.640
92588.491
2579
N
4-45-47
E
25.00
48346.554
92590.567
CURVE
DELTA-- 133-11-32
R=
25.000
L=
58.116
T=
57.761
CH=
45.886
A=
498.619
2580
N
42-02-41
W
25.00
48365.119
92573.824
174
N
42-02-41
W
178.00
48497.306
92454.616
CURVE
DELTA=
24-23-15
R=
178.000
L=
75.764
T=
38.465
CH=
75.194
A=
-201.771
5438
S
66-25-56
E
178.00
48426.136
92617.768
5447
S
67-01-15
E
141.30
48370.973
92747.856
3201
S
6-50-51
W
40.95
48330.315
92742.973
183
S
69-13-29
W
180.00
48266.468
92574.677
CURVE
DELTA--
8-37-19
R=
180.000
L=
27.087
T=
13.569
CH=
27.061
A=
9.190
5448
N
77-50-48
E
180.00
48304.363
92750.643
Page 15
A24890-6.out
CLOSURE:
S
77-50-15 W 0.006
AREA = 0.37148 ACRES
AREA = 16181.8 SQ. FT.
TRAVERSE CALCULATION AND ANALYSIS
TRACT NO.
24890-6
LOT LINE ADJUSTMENT - LA QUINTA
- MDS CONSULTING - 2-19-98
BLOCK ID BDRY
LOT NO. 36
C O O R D I N A T E S
COURSE
BEARING DISTANCE
NORTH EAST
48142.513 92705.192
START-
5436
5449
N
41-53-24 W 135.38
48243.294 92614.798
1321
N
41-53-24 W 45.00
48276.793 92584.751
CURVE
DELTA= 70-27-04 R= 45.000
L= 55.332
T= 31.774 CH= 51.912
A=-290.838
5437
N
67-39-32 E 45.00
48293.899 92626.374
5448
N
85-11-16 E 124.70
48304.360 92750.634
183
S
77-50-48 W 180.00
48266.465 92574.668
CURVE
DELTA-- 55-40-30 R= 180.000
L= 174.908
T= 95.054 CH= 168.108
A= 2362.928
5449
S
46-28-42 E 180.00
48142.511 92705.189
CLOSURE:
N
56-45-42 E 0.003
= 14760.2 SQ. FT.
AREA = 0.33885 ACRES
AREA
TRAVERSE CALCULATION AND ANALYSIS
TRACT NO.
24890-6 LOT LINE ADJUSTMENT - LA QUINTA - MDS CONSULTING - 2-19-98
BLOCK ID BDRY
LOT NO. 37
C O O R D I N A T E S
COURSE
BEARING DISTANCE
NORTH EAST
48095.964 92516.976
START-
5435
5450
N
20-32-43 E 148.11
48234.653 92568.955
1321
N
20-32-43 E 45.00
48276.791 92584.748
CURVE
DELTA-- 62-26-07 R= 45.000
L= 49.037
T= 27.272 CH= 46.646
A=-205.753
5436
S
41-53-24 E 45.00
48243.292 92614.795
5449
S
41-53-24 E 135.38
48142.511 92705.188
183
N
46-28-42 W 180.00
48266.464 92574.66800
CURVE
DELTA-- 65-10-23 R= 180.000
L= 204.747
T= 115.055 CH= 193.886
A= 3724.449
5450
S
18-41-41 W 180.00
48095.961 92516.973
CLOSURE:
N
52-46-48 E 0.004
18060.9 SQ. FT.
AREA = 0.91462 ACRES
AREA =
TRAVERSE CALCULATION AND ANALYSIS
TRACT NO.
24890-6
LOT LINE ADJUSTMENT - LA QUINTA - MDS CONSULTING - 2-19-98
BLOCK ID BDRY
LOT NO. 38
COURSE
BEARING
START-
5451
5434
N
58-20-00
E
2574
S
76-53-41
W
CURVE
DELTA--
5-53-08
T=
5.141
2575
N
82-46-49
E
1321
N
82-46-49
E
CURVE
DELTA--
62-14-06
DISTANCE
153.99
100.00
R= 100.000
CH= 10.268
100.00
45.00
R= 45.000
Page 16
C O O R D I N A T E S
NORTH EAST
48200.406 92407.232
48281.247 92538.295
48258.573 92440.900
L= 10.272
A= 0.903
48271.140 92540.107
48276.796 92584.750
L= 48.879
n
LJ
T= 27.164
5435
S
20-32-43
W
5450
S
20-32-43
W
183
N
18-41-41
E
CURVE
DELTA--
49-46-27
T=
83.504
5451
S
68-28-08
W
A24890-6.out
CH= 46.512
45.00
148.11
180.00
R= 180.000
CH= 151.499
180.00
A=-203.857
48234.658 92568.958
48095.968 92516.979
48266.472 92574.673
L= 156.370
A= 1704.534
48200.410 92407.234
CLOSURE: S 25-04-43 W 0.005
AREA = 16005.5 SQ. FT. AREA = 0.36744 ACRES
TRAVERSE CALCULATION AND ANALYSIS
TRACT NO. 24890-6 LOT LINE ADJUSTMENT - LA QUINTA - MDS CONSULTING - 2-19-98
BLOCK ID BDRY
LOT NO. 39
COURSE
BEARING
DISTANCE
START-
5452
5433
N
50-30-00
E
149.35
181
S
48-23-03
W
132.00
CURVE
DELTA--
9-56-57
R=
132.000
T=
11.490
CH=
22.892
2572
N
58-20-00
E
132.00
2573
S
31-40-00
E
42.99
2574
S
58-20-00
W
100.00
CURVE
DELTA--18-33-41
R=
100.000
T=
16.341
CH=
32.254
5434
N
76-53-41
E
100.00
5451
S
58-20-00
W
153.99
183
N
68-28-08
E
180.00
CURVE
DELTA--14-41-52
R=
180.000
T=
23.215
CH=
46.048
3228
S
83-10-00
W
180.00
5452
N
39-30-00
W
33.67
C O O R D I N A T E S
NORTH EAST
48271.029 92374.534
48366.028 92489.776
48278.362 92391.091
L= 22.921
A= 7.591
48347.659 92503.439
48311.069 92526.008
48258.572 92440.896
L= 32.396
A= 28.184
48281.246 92538.291
48200.405 92407.228
48266.466 92574.667
L= 46.174
A= 45.428
48245.049 92395.94600
48271.030 92374.529
CLOSURE: S 84-30-39 E 0.005
AREA = 13134.5 SQ. FT. AREA = 0.30153 ACRES
TRAVERSE CALCULATION AND ANALYSIS
TRACT NO. 24890-6 LOT LINE ADJUSTMENT - LA QUINTA - MDS CONSULTING - 2-19-98
BLOCK ID : BDRY
LOT NO. : 40
COURSE
BEARING
DISTANCE
START-
5453
5432
N
50-30-00
E
134.00
179
N
49-41-45
E
118.00
CURVE
DELTA=
19-26-45
R=
118.000
T=
20.219
CH=
39.857
2571
S
30-15-00
W
118.00
181
S
30-15-00
W
132.00
CURVE
DELTA--
18-08-03
R=
132.000
T=
21.065
CH=
41.604
5433
N
48-23-03
E
132.00
5452
S
50-30-00
W
149.35
5453
N
39-30-00
W
80.00
CLOSURE:
S
23-53-01
W
0.001
AREA =
11325.2
SQ. FT.
Page 17
C O O R D I N A T E S
NORTH EAST
48332.759 92323.648
48417.993 92427.046
48494.321 92517.035
L= 40.048
A=-45.102
48392.389 92457.590
48278.362 92391.092
L= 41.778
A= 45.805
48366.028 92489.777
48271.030 92374.535
48332.760 92323.649
AREA = 0.25999 ACRES
A24890-6.out
TRAVERSE CALCULATION AND ANALYSIS
TRACT NO.
24890-6
LOT LINE ADJUSTMENT - LA QUINTA
- MDS CONSULTING - 2-19-98
BLOCK ID BDRY
LOT NO. 41
C O O R
D I N A T E S
COURSE
BEARING DISTANCE
NORTH
48389.348
EAST
92270.084
START-
2569
5454
N
41-51-35 E 184.03
48526.410
92392.889
2570
S
8-33-00 E 50.19
48476.778
92400.351
179
N
81-27-00 E 118.00
48494.321
92517.039
CURVE
DELTA= 31-45-15 R= 118.000
L= 65.397
T= 33.562 CH= 64.564
A=-194.511
5432
S
49-41-45 W 118.00
48417.993
92427.050
5453
S
50-30-00 W 134.00
48332.759
92323.652
3217
N
39-30-00 W 56.33
48376.224
92287.822
5454
N
53-30-00 W 22.06
48389.346
92270.089
CLOSURE:
N
71-35-37 W 0.005
FT.
AREA =
0.30805 ACRES
AREA = 13418.5 SQ.
TRAVERSE CALCULATION AND ANALYSIS
TRACT NO.
24890-6 LOT LINE ADJUSTMENT - LA QUINTA - MDS CONSULTING - 2-19-98
BLOCK ID BDRY
LOT NO. 42
C O O R
D I N A T E S
COURSE
BEARING DISTANCE
NORTH
EAST
START-
5455
48424.632
92206.69500
5430
N
16-00-28 E 140.41
48559.597
92245.415
168
N
16-00-28 E 338.00
48884.491
92338.625
CURVE
DELTA-- 20-40-33 R= 338.000
L= 121.971
T= 61.656 CH= 121.310
A=-444.473
2567
S
4-40-05 E 338.00
48547.612
92366.132
2568
S
4-40-05 E 25.00
48522.695
92368.167
CURVE
DELTA--86-07-05 R= 25.000
L=
37.576
T= 23.361 CH= 34.138
A=
157.918
2569
N
81-27-00 E 25.00
48526.412
92392.889
5454
S
41-51-35 W 184.03
48389.350
92270.084
3218
N
53-30-00 W 49.94
48419.056
92229.939
3229
N
11-47-00 E 400.00
48810.626
92311.624
CURVE
DELTA-- 3-25-29 R= 400.000
L=
23.909
T= 11.958 CH= 23.906
A=
2.847
5455
S
15-12-29 W 400.00
48424.635
92206.694
CLOSURE:
S
15-40-34 E 0.003
AREA = 17707.2 SQ. FT.
AREA =
0.90650 ACRES
TRAVERSE CALCULATION AND ANALYSIS
TRACT NO.
24890-6 LOT LINE ADJUSTMENT - LA QUINTA - MDS CONSULTING - 2-19-98
BLOCK ID BDRY
LOT NO. 43
C O O R D I N
A T E S
COURSE
BEARING
DISTANCE
NORTH
48466.513
EAST
92107.693
START-
5429
5456
N
28-55-14
E 139.53
48588.642
92175.170
168
N
28-55-14
E 338.00
48884.491
92338.625
CURVE
DELTA--
12-54-46 R= 338.000
L= 76.175
T=
38.250 CH= 76.014
A=-108.703
5430
S
16-00-28
W 338.00
48559.597
92245.416
Page 18
•
s
A24890-6.out
5455
S
16-00-28
W 140.41
48424.631
92206.695
3229
N
15-12-29
E 400.00
48810.623
92311.625
CURVE
DELTA= 15-26-39 R= 400.000
L= 107.821
T=
54.239 CH= 107.495
A=
260.187
5456
S
30-39-08
W 400.00
48466.512
92107.695
CLOSURE:
N
60-07-47
W 0.002
12912.7 SQ. FT.
AREA =
0.29644 ACRES
AREA =
TRAVERSE CALCULATION AND ANALYSIS
TRACT NO.
24890-6 LOT LINE ADJUSTMENT - LA QUINTA - MDS CONSULTING - 2-19-98
BLOCK ID BDRY
LOT NO. 44
C O O R
D I N A T E S
COURSE
BEARING
DISTANCE
NORTH
48528.080
EAST
92022.942
START-
5428
5457
N
40-37-44
E 138.06
48632.860
92112.841
134
S
40-37-44
W 2715.00
46572.330
90344.950
CURVE
DELTA--
0-08-27 R= 2715.000
L=
6.673
T=
3.337 CH= 6.673
A=
0.009
2566
N
40-46-11
E 2715.00
48628.508
92117.901
168
N
40-46-11
E 338.00
48884.489
92338.621
CURVE
DELTA=
11-50-57 R= 338.000
L=
69.901
T=
35.075 CH= 69.776
A=
-84.02700
5429
S
28-55-14
W 338.00
48588.641
92175.166
5456
S
28-55-14
W 139.53
48466.512
92107.690
3229
N
30-39-08
E 400.00
48810.623
92311.620
CURVE
DELTA--
3-35-52 R= 400.000
L=
25.117
T=
12.563 CH= 25.113
A=
3.301
3220
S
34-15-00
W 400.00
48479.987
92086.498
5457
N
52-53-13
W 79.70
48528.077
92022.942
CLOSURE:
N
14-10-35
E 0.004
12482.1 SQ. FT.
AREA =
0.28655 ACRES
AREA =
TRAVERSE
CALCULATION AND ANALYSIS
TRACT NO.
24890-6
LOT LINE ADJUSTMENT - LA QUINTA - MDS CONSULTING - 2-19-98
BLOCK ID BDRY
LOT NO. 45
C O O R D I N A T E S
COURSE
BEARING
DISTANCE
NORTH
48577.465
EAST
91960.517
START-
5427
5458
N
38-51-32
E 140.00
48686.482
92048.353
134
S
38-51-32
W 2715.00
46572.330
90344.950
CURVE
DELTA=
1-46-12 R= 2715.000
L=
83.873
T=
41.940 CH= 83.869
A=
18.109
5428
N
40-37-44
E 2715.00
48632.860
92112.841
5457
S
40-37-44
W 138.06
48528.080
92022.942
3221
N
52-53-13
W 35.64
48549.585
91994.521
134
S
39-50-14
W 2575.00
46572.326
90344.954
CURVE
DELTA--
0-58-42 R= 2575.000
L=
43.968
T=
21.985 CH= 43.968
A=
-2.751
5458
N
38-51-32
E 2575.00
48577.462
91960.521
CLOSURE:
N
51-33-07
W 0.005
11406.4 SQ. FT.
AREA =
0.26185 ACRES
AREA =
TRAVERSE CALCULATION AND ANALYSIS
TRACT NO.
24890-6 LOT LINE ADJUSTMENT - LA QUINTA - MDS CONSULTING
- 2-19-98
Page 19
A24890-6.out
BLOCK ID : BDRY
LOT NO. 46
C O O R
D I N A T E S
COURSE
BEARING
DISTANCE
NORTH
48626.409
EAST
91897.812
START-
5426
5459
N
37-05-20
E 140.00
48738.087
91982.240
134
S
37-05-20
W 2715.00
46572.330
90344.950
CURVE
DELTA--
1-46-12 R= 2715.000
L= 83.873
T=
41.940 CH= 83.869
A=
18.109
5427
N
38-51-32
E 2715.00
48686.482
92048.353
5458
S
38-51-32
W 140.00
48577.465
91960.517
134
S
38-51-32
W 2575.00
46572.330
90344.950
CURVE
DELTA--
1-46-12 R= 2575.000
L= 79.548
T=
39.777 CH= 79.545
A=
-16.289
5459
N
37-05-20
E 2575.00
48626.409
91897.812
CLOSURE:
S
52-31-26
AREA =
E 0.000
11439.4 SQ. FT.
AREA =
0.26261 ACRES
TRAVERSE CALCULATION AND ANALYSIS
TRACT NO.
24890-6 LOT LINE ADJUSTMENT - LA QUINTA - MDS CONSULTING - 2-19-98 00
BLOCK ID BDRY
LOT NO. 47
C O O R
D I N A T E S
COURSE
BEARING
DISTANCE
NORTH
48673.400
EAST
91833.616
START-
5425
5460
N
35-19-07
E 140.00
48787.633
91914.553
134
S
35-19-07
W 2715.00
46572.330
90344.950
CURVE
DELTA--
1-46-13 R= 2715.000
L= 83.886
T=
41.946 CH= 83.882
A=
18.117
5426
N
37-05-20
E 2715.00
48738.087
91982.240
5459
S
37-05-20
W 140.00
48626.409
91897.812
134
S
37-05-20
W 2575.00
46572.330
90344.950
CURVE
DELTA--
1-46-13 R= 2575.000
L=
79.560
T=
39.783 CH= 79.557
A=
-16.297
5460
N
35-19-07
E 2575.00
48673.400
91833.616
CLOSURE: S
54-38-15
E 0.000
AREA =
0.26265 ACRES
AREA =
11441.2 SQ. FT.
TRAVERSE CALCULATION AND ANALYSIS
TRACT NO.
24890-6 LOT LINE ADJUSTMENT - LA QUINTA - MDS CONSULTING - 2-19-98
BLOCK ID BDRY
LOT NO. 48
C O O R
D I N A T E S
COURSE
BEARING
DISTANCE
NORTH
48718.379
EAST
91768.009
START-
5424
5461
N
33-32-55
E 140.00
48835.057
91845.379
134
S
33-32-55
W 2715.00
46572.330
90344.950
CURVE
DELTA=
1-46-12 R= 2715.000
L=
83.873
T=
41.940 CH= 83.869
A=
18.109
5425
N
35-19-07
E 2715.00
48787.633
91914.553
5460
S
35-19-07
W 140.00
48673.400
91833.616
134
S
35-19-07
W 2575.00
46572.330
90344.950
CURVE
DELTA--
1-46-12 R= 2575.000
L=
79.548
T=
39.777 CH= 79.545
A=
-16.289
5461
N
33-32-55
E 2575.00
48718.379
91768.009
CLOSURE:
S
54-56-26
E 0.000
Page 20
A24890-6.out
AREA = 11439.4 SQ. FT. AREA = 0.26261 ACRES
TRAVERSE CALCULATION AND ANALYSIS
TRACT NO. 24890-6 LOT LINE ADJUSTMENT - LA QUINTA - MDS CONSULTING - 2-19-98
BLOCK ID : BDRY
LOT NO. 49
C O O R
D I N A T E S
COURSE
BEARING
DISTANCE
NORTH
EAST
START-
5462
48761.310
91701.044
5423
N
31-46-43
E 140.00
48880.322
91774.773
134
S
31-46-43
W 2715.00
46572.330
90344.950
CURVE
DELTA=
1-46-12 R= 2715.000
L= 83.873
T=
41.940 CH= 83.869
A=
18.109
5424
N
33-32-55
E 2715.00
48835.057
91845.379
5461
S
33-32-55
W 140.00
48718.379
91768.00900
134
S
33-32-55
W 2575.00
46572.330
90344.950
CURVE
DELTA--
1-46-12 R= 2575.000
L= 79.548
T=
39.777 CH= 79.545
A=
-16.289
5462
N
31-46-43
E 2575.00
48761.310
91701.044
CLOSURE:
S
59-20-58
E 0.000
AREA =
11439.4 SQ. FT.
AREA =
0.26261 ACRES
TRAVERSE CALCULATION AND ANALYSIS
TRACT NO.
24890-6 LOT LINE ADJUSTMENT - LA QUINTA - MDS CONSULTING - 2-19-98
BLOCK ID BDRY
LOT NO. 50
C O O R
D I N A T E S
COURSE
BEARING
DISTANCE
NORTH
EAST
START-
5463
48802.151
91632.785
5422
N
30-00-31
E 140.00
48923.384
91702.803
134
S
30-00-31
W 2715.00
46572.330
90344.950
CURVE
DELTA--
1-46-12 R= 2715.000
L=
83.873
T=
41.940 CH= 83.869
A=
18.109
5423
N
31-46-43
E 2715.00
48880.322
91774.773
5462
S
31-46-43
W 140.00
48761.310
91701.044
134
S
31-46-43
W 2575.00
46572.330
90344.950
CURVE
DELTA--
1-46-12 R= 2575.000
L=
79.548
T=
39.777 CH= 79.545
A=
-16.289
5463
N
30-00-31
E 2575.00
48802.151
91632.785
CLOSURE:
S
59-11-03
E 0.000
AREA =
11439.4 SQ. FT.
AREA =
0.26261 ACRES
TRAVERSE CALCULATION AND ANALYSIS
TRACT NO.
24890-6 LOT LINE ADJUSTMENT - LA QUINTA - MDS CONSULTING - 2-19-98
BLOCK ID BDRY
LOT NO. 51
C O O R
D I N A T E S
COURSE
BEARING
DISTANCE
NORTH
EAST
START-
5464
48840.865
91563.297
5421
N
28-14-19
E 140.00
48964.203
91629.537
134
S
28-14-19
W 2715.00
46572.330
90344.950
CURVE
DELTA--
1-46-12 R= 2715.000
L=
83.873
T=
41.940 CH= 83.869
A=
18.109
5422
N
30-00-31
E 2715.00
48923.384
91702.803
5463
S
30-00-31
W 140.00
48802.151
91632.785
134
S
30-00-31
W 2575.00
46572.330
90344.950
CURVE
DELTA--
1-46-12 R= 2575.000
L=
79.548
Page 21
A24890-6.out
T=
39.777 CH= 79.545
A=
-16.289
5464
N
28-14-19
E 2575.00
48840.865
91563.297
CLOSURE:
S
61-06-48
E 0.000
AREA =
11439.4 SQ. FT.
AREA =
0.26261 ACRES
TRAVERSE CALCULATION AND ANALYSIS
TRACT NO.
24890-6 LOT LINE ADJUSTMENT - LA QUINTA
- MDS CONSULTING - 2-19-98
BLOCK ID BDRY
LOT NO. 52 ❑❑
C O O R
D I N A T E S
COURSE
BEARING
DISTANCE
NORTH
EAST
START-
5465
48877.415
91492.647
5420
N
26-28-07
E 140.00
49002.740
91555.046
134
S
26-28-07
W 2715.00
46572.330
90344.950
CURVE
DELTA--
1-46-12 R= 2715.000
L= 83.873
T=
41.940 CH= 83.869
A7--
18.109
5421
N
28-14-19
E 2715.00
48964.203
91629.537
5464
S
28-14-19
W 140.00
48840.865
91563.297
134
S
28-14-19
W 2575.00
46572.330
90344.950
CURVE
DELTA--
1-46-12 R= 2575.000
L= 79.548
T=
39.777 CH= 79.545
A=
-16.289
5465
N
26-28-07
E 2575.00
48877.415
91492.647
CLOSURE:
S
63-26-06
E 0.000
AREA =
11439.4 SQ. FT.
AREA =
0.26261 ACRES
TRAVERSE CALCULATION AND ANALYSIS
TRACT NO.
24890-6 LOT LINE ADJUSTMENT - LA QUINTA - MDS CONSULTING - 2-19-98
BLOCK ID BDRY
LOT NO. 53
C O O R
D I N A T E S
COURSE
BEARING
DISTANCE
NORTH
EAST
START-
5466
48911.764
91420.901
5419
N
24-41-55
E 140.00
49038.957
91479.399
134
S
24-41-55
W 2715.00
46572.330
90344.950
CURVE
DELTA=
1-46-12 R= 2715.000
L= 83.873
T=
41.940 CH= 83.869
A=
18.109
5420
N
26-28-07
E 2715.00
49002.740
91555.046
5465
S
26-28-07
W 140.00
48877.415
91492.647
134
S
26-28-07
W 2575.00
46572.330
90344.950
CURVE
DELTA--
1-46-12 R= 2575.000
L=
79.548
T=
39.777 CH= 79.545
A=
-16.289
5466
N
24-41-55
E 2575.00
48911.764
91420.901
CLOSURE:
S
63-26-06
E 0.000
AREA =
11439.4 SQ. FT.
AREA =
0.26261 ACRES
TRAVERSE CALCULATION AND ANALYSIS
TRACT NO.
24890-6 LOT LINE ADJUSTMENT - LA QUINTA - MDS CONSULTING - 2-19-98
BLOCK ID BDRY
LOT NO. 54
C O O R
D I N A T E S
COURSE
BEARING
DISTANCE
NORTH
EAST
START-
5467
48943.881
91348.129
5418
N
22-55-43
E 140.00
49072.820
91402.670
134
S
22-55-43
W 2715.00
46572.330
90344.950
CURVE
DELTA:-
1-46-12 R= 2715.000
L=
83.873
T=
41.940 CH= 83.869
A7--
18.109
Page 22
0
0
A24890-6.out
5419
N
24-41-55
E 2715.00
49038.957
91479.399
5466
S
24-41-55
W 140.00
48911.764
91420.901
134
S
24-41-55
W 2575.00
46572.330
90344.950
CURVE
DELTA--
1-46-12 R= 2575.000
L=
79.548
T=
39.777 CH= 79.545
A=
-16.28900
5467
N
22-55-43
E 2575.00
48943.881
91348.129
CLOSURE:
S
66-11-39
E 0.000
AREA =
11439.4 SQ. FT.
AREA =
0.26261 ACRES
TRAVERSE CALCULATION AND ANALYSIS
TRACT NO.
24890-6 LOT LINE ADJUSTMENT - LA QUINTA - MDS CONSULTING - 2-19-98
BLOCK ID BDRY
LOT NO. 55
COURSE
BEARING
DISTANCE
START-
5468
5417
N
21-09-30
E
140.00
134
S
21-09-30
W
2715.00
CURVE
DELTA=
1-46-13
R=
2715.000
T=
41.946
CH=
83.882
5418
N
22-55-43
E
2715.00
5467
S
22-55-43
W
140.00
134
S
22-55-43
W
2575.00
CURVE
DELTA=
1-46-13
R=
2575.000
T=
39.783
CH=
79.557
5468
N
21-09-30
E
2575.00
C O O R D I N A T E S
NORTH EAST
48973.740 91274.387
49104.302 91324.920
46572.330 90344.950
L= 83.886
A= 18.117
49072.820 91402.670
48943.881 91348.129
46572.330 90344.950
L= 79.560
A=-16.297
48973.740 91274.387
CLOSURE: S 65-44-19 E 0.000
AREA = 11441.2 SQ. FT. AREA = 0.26265 ACRES
TRAVERSE CALCULATION AND ANALYSIS
TRACT NO. 24890-6 LOT LINE ADJUSTMENT - LA QUINTA - MDS CONSULTING - 2-19-98
BLOCK ID : BDRY
LOT NO.
56
C O O R
D I N A T E S
COURSE
BEARING
DISTANCE
NORTH
EAST
START-
5469
49001.302
91199.770
5416
N
19-23-18
E 140.00
49133.363
91246.246
134
S
19-23-18
W 2715.00
46572.330
90344.950
CURVE
DELTA--
1-46-12 R=
2715.000
L=
83.873
T=
41.940 CH=
83.869
A=
18.109
5417
N
21-09-30
E 2715.00
49104.302
91324.920
5468
S
21-09-30
W 140.00
48973.740
91274.387
134
S
21-09-30
W 2575.00
46572.330
90344.950
CURVE
DELTA=
1-46-12 R=
2575.000
L=
79.548
T=
39.777 CH=
79.545
A=
-16.289
5469
N
19-23-18
E 2575.00
49001.302
91199.770
CLOSURE:
S
71-18-04
E 0.000
AREA =
11439.4 SQ. FT.
AREA =
0.26261 ACRES
TRAVERSE CALCULATION AND ANALYSIS
TRACT NO.
24890-6 LOT LINE ADJUSTMENT -
LA QUINTA - MDS CONSULTING - 2-19-98
BLOCK ID : BDRY
LOT NO. 57
C O O R D I N A T E S
COURSE BEARING DISTANCE NORTH EAST
START- 5470 49026.546 91124.33800
Page 23
!7-
A24890-6.out
5415
N
17-37-06
E
140.00
49159.979
91166.712
134
S
17-37-06
W
2715.00
46572.330
90344.950
CURVE
DELTA--
1-46-12
R= 2715.000
L=
83.873
T=
41.940
CH= 83.869
A=
18.109
5416
N
19-23-18
E
2715.00
49133.363
91246.246
5469
S
19-23-18
W
140.00
49001.302
91199.770
134
S
19-23-18
W
2575.00
46572.330
90344.950
CURVE
DELTA=
1-46-12
R= 2575.000
L=
79.548
T=
39.777
CH= 79.545
A=
-16.289
5470
N
17-37-06
E
2575.00
49026.546
91124.338
CLOSURE:
S
69-51-49
E
0.000
AREA =
11439.4
SQ. FT.
AREA =
0.26261 ACRES
TRAVERSE CALCULATION AND ANALYSIS
TRACT NO.
24890-6 LOT LINE ADJUSTMENT
- LA QUINTA - MDS CONSULTING - 2-19-98
BLOCK ID BDRY
LOT NO. 58
C O O R
D I N A T E S
COURSE
BEARING
DISTANCE
NORTH
EAST
START-
5471
49049.449
91048.162
5414
N
15-50-54
E 140.00
49184.127
91086.394
134
S
15-50-54
W 2715.00
46572.330
90344.950
CURVE
DELTA=
1-46-12 R= 2715.000
L=
83.873
T=
41.940 CH= 83.869
A=
18.109
5415
N
17-37-06
E 2715.00
49159.979
91166.712
5470
S
17-37-06
W 140.00
49026.546
91124.338
134
S
17-37-06
W 2575.00
46572.330
90344.950
CURVE
DELTA=
1-46-12 R= 2575.000
L=
79.548
T=
39.777 CH= 79.545
A=
-16.289
5471
N
15-50-54
E 2575.00
49049.449
91048.162
CLOSURE:
S
74-10-26
E 0.000
AREA =
11439.4 SQ. FT.
AREA =
0.26261 ACRES
TRAVERSE CALCULATION AND ANALYSIS
TRACT NO.
24890-6 LOT LINE ADJUSTMENT - LA QUINTA
- MDS CONSULTING - 2-19-98
BLOCK ID BDRY
LOT NO. 59
COURSE
BEARING
DISTANCE
START-
5472
5413
N
14-04-42
E
140.00
134
S
14-04-42
W
2715.00
CURVE
DELTA--
1-46-12
R=
2715.000
T=
41.940
CH=
83.869
5414
N
15-50-54
E
2715.00
5471
S
15-50-54
W
140.00
134
S
15-50-54
W
2575.00
CURVE
DELTA--
1-46-12
R=
2575.000
T=
39.777
CH=
79.545
5472
N
14-04-42
E
2575.00
C O O R D I N A T E S
NORTH EAST
49069.987 90971.314
49205.782 91005.369
46572.330 90344.950
L= 83.873
A= 18.109
49184.127 91086.394
49049.449 91048.162
46572.330 90344.950
L= 79.548
A=-16.289
49069.987 90971.314
CLOSURE: S 74-17-29 E 0.000❑❑
AREA = 11439.4 SQ. FT. AREA = 0.26261 ACRES
TRAVERSE CALCULATION AND ANALYSIS
TRACT NO. 24890-6 LOT LINE ADJUSTMENT - LA QUINTA - MDS CONSULTING - 2-19-98
BLOCK ID : BDRY
Page 24
n
A24890-6.out
LOT NO. : 60
C O O R
D I N A T E S
COURSE
BEARING
DISTANCE
NORTH
EAST
START-
5473
49088.142
90893.869
5412
N
12-18-30
E
140.00
49224.924
90923.713
134
S
12-18-30
W
2715.00
46572.330
90344.950
CURVE
DELTA=
1-46-12
R= 2715.000
L=
83.873
T=
41.940
CH= 83.869
A=
18.109
5413
N
14-04-42
E
2715.00
49205.782
91005.369
5472
S
14-04-42
W
140.00
49069.987
90971.314
134
S
14-04-42
W
2575.00
46572.330
90344.950
CURVE
DELTA=
1-46-12
R= 2575.000
L=
79.548
T=
39.777
CH= 79.545
A=
-16.289
5473
N
12-18-30
E
2575.00
49088.142
90893.869
CLOSURE:
S
78-11-51
E
0.000
AREA =
11439.4
SQ. FT.
AREA =
0.26261 ACRES
TRAVERSE CALCULATION AND ANALYSIS
TRACT NO.
24890-6 LOT LINE ADJUSTMENT
- LA QUINTA
- MDS CONSULTING - 2-19-98
BLOCK ID BDRY
LOT NO. 61
COURSE
BEARING
DISTANCE
START-
5474
5411
N
10-32-18
E
140.99
134
S
10-32-18
W
2715.00
CURVE
DELTA--
1-46-12
R=
2715.000
T=
41.940
CH=
83.869
5412
N
12-18-30
E
2715.00
5473
S
12-18-30
W
140.00
134
S
12-18-30
W
2575.00
CURVE
DELTA--
1-34-56
R=
2575.000
T=
35.557
CH=
71.106
3446
N
10-43-34
E
2575.00
5474
N
86-02-25
W
8.50
C O O R D I N A T E S
NORTH EAST
49102.925 90815.720
49241.537 90841.506
46572.332 90344.950
L= 83.873
A= 18.109
49224.927 90923.714
49088.144 90893.870
46572.332 90344.950
L= 71.109
A=-11.636
49102.342 90824.195
49102.929 90815.715
CLOSURE: S 53-45-04 E 0.005
AREA = 11443.6 SQ. FT. AREA = 0.26271 ACRES
TRAVERSE CALCULATION AND ANALYSIS
TRACT NO. 24890-6 LOT LINE ADJUSTMENT - LA QUINTA - MDS CONSULTING - 2-19-98
BLOCK ID BDRY
LOT NO. 62
COURSE
BEARING
DISTANCE
START-
5475
5410
N
10-32-18
E
145.71
1405
S
1-42-55
W
282.00
CURVE
DELTA=
7-57-27
R=
282.000
T=
19.614
CH=
39.134
2538
N
9-40-22
E
282.00
134
S
9-40-22
W
2715.00
CURVE
DELTA--
0-51-56
R=
2715.000
T=
20.508
CH=
41.015
5411
N
10-32-18
E
2715.00
5474
S
10-32-18
W
140.99
3447
N
86-02-25
W
69.26
5475
N
81-30-02
W
11.21
Page
25
C O O R D I N A T E S
NORTH EAST
49109.365 90735.541
49252.617 90762.191
48970.744 90753.75000
L= 39.165
A= 17.736
49248.735 90801.131
46572.333 90344.954
L= 41.015
A= 2.118
49241.538 90841.510
49102.926 90815.724
49107.709 90746.629
49109.366 90735.542
•
•
A24890-6.out
CLOSURE: S 48-26-45 W 0.001
AREA = 11581.4 SQ. FT. AREA = 0.26587 ACRES
TRAVERSE CALCULATION AND ANALYSIS
TRACT NO. 24890-6 LOT LINE ADJUSTMENT - LA QUINTA - MDS CONSULTING - 2-19-98
BLOCK ID : BDRY
LOT NO. 63
C O O R
D I N A T E S
COURSE
BEARING
DISTANCE
NORTH
EAST
START-
5476
49120.985
90646.159
5409
N
10-32-18
E 120.70
49239.649
90668.234
2537
N
74-23-53
E 10.04
49242.349
90677.905
1405
S
15-36-07
E 282.00
48970.740
90753.749
CURVE
DELTA--
17-19-02 R= 282.000
L=
85.232
T=
42.944 CH= 84.908
A=
182.138
5410
N
1-42-55
E 282.00
49252.614
90762.190
5475
S
10-32-18
W 145.71
49109.362
90735.541
3448
N
81-30-02
W 33.85
49114.365
90702.063
5476
N
83-14-59
W 56.29
49120.981
90646.163
CLOSURE:
N
41-11-41
W 0.005
AREA =
12205.8 SQ. FT.
AREA =
0.28021 ACRES
TRAVERSE CALCULATION AND ANALYSIS
TRACT NO.
24890-6 LOT LINE ADJUSTMENT - LA QUINTA - MDS CONSULTING - 2-19-98
BLOCK ID BDRY
LOT NO. 78
COURSE
BEARING
DISTANCE
START-
2586
179
N
30-15-00
E
82.00
CURVE
DELTA--
51-12-00
R=
82.000
T=
39.288
CH=
70.862
2587
S
81-27-00
W
82.00
2588
N
8-33-00
W
50.10
2589
N
81-27-00
E
25.00
CURVE
DELTA--
87-04-34
R=
25.000
T=
23.756
CH=
34.442
2590
N
11-28-26
W
25.00
166
N
11-28-26
W
818.00
CURVE
DELTA=
11-52-23
R=
818.000
T=
85.059
CH=
169.206
2591
S
23-20-49
E
818.00
2592
S
23-20-49
E
25.00
CURVE
DELTA-- 140-08-17
R=
25.000
T=
68.945
CH=
47.005
2593
S
63-12-32
E
25.00
172
S
63-12-32
E
1018.00
CURVE
DELTA--
7-40-34
R=
1018.000
T=
68.295
CH=
136.283
2582
N
70-53-06
W
1018.00
174
N
70-53-06
W
142.00
CURVE
DELTA-- 29-14-33
R=
142.000
T=
37.044
CH=
71.690
2583
S
41-38-33
E
142.00
2584
N
41-38-33
W
25.00
CURVE
DELTA-- 88-41-26
R=
25.000
T=
24.435
CH=
34.949
Page 26
C O O R D I N A T E S
NORTH EAST
48423.488 92475.728
48494.323 92517.037
L= 73.276
A= 384.178
48482.132 92435.949
48531.675 92428.500
48535.392 92453.222
L= 37.994
A= 162.833
48559.892 92448.249
49361.545 92285.532
L= 169.509
A=-495.122
48610.521 92609.703❑❑
48587.568 92619.611
L= 61.147
A= 564.041
48576.300 92641.927
48117.447 93550.651
L= 136.385
A=-207.482
48450.807 92588.780
48497.307 92454.609
L= 72.474
A= 220.502
48391.190 92548.966
48409.872 92532.354
L= 38.699
A= 171.314
A24890-6.out
2585
S
47-02-53 W
25.00
48392.838
92514.056
181
S
47-02-53 W
168.00
48278.365
92391.092
CURVE
DELTA-- 16-47-53
R= 168.000
L=
49.254
T= 24.805
CH= 49.078
A=
-59.017
2586
N
30-15-00 E
168.00
48423.489
92475.726
CLOSURE:
S
65-03-36 E
0.002
AREA = 29953.0
SQ. FT.
AREA =
0.68763 ACRES
TRAVERSE CALCULATION AND ANALYSIS
TRACT NO.
24890-6 LOT LINE ADJUSTMENT - LA QUINTA
- MDS CONSULTING - 2-19-98
BLOCK ID : BDRY
LOT NO.
A
C O O R D I N
A T E S
COURSE
BEARING
DISTANCE
NORTH
EAST
START-
1643
49230.927
90150.771
1900
N
19-56-43
E
36.00
49264.767
90163.052
2560
S
70-03-17
E
123.00
49222.809
90278.674
1402
N
19-56-43
E
282.00
49487.895
90374.871
CURVE
DELTA--
35-32-50
R=
282.000
L= 174.957
T=
90.397
CH=
172.165
A=-1552.401
2559
S
15-36-07
E
282.00
49216.285
90450.715
2558
N
74-23-53
E
225.83
49277.023
90668.224
1405
S
15-36-07
E
318.00
48970.740
90753.751
CURVE
DELTA=
25-16-29
R=
318.000
L= 140.278
T=
71.299
CH=
139.144
A= 716.371
2557
N
9-40-22
E
318.00
49284.219
90807.182
134
S
9-40-22
W
2751.00
46572.329
90344.956
CURVE
DELTA--
31-05-49
R=
2751.000
L= 1493.089
T=
765.427
CH=
1474.830
A= 99354.246
2654
N
40-46-11
E
2751.00
48655.772
92141.415
168
N
40-46-11
E
302.00
48884.489
92338.627
CURVE
DELTA--
47-07-12
R=
302.000
L= 248.365
T=
131.690
CH=
241.424
A=-4086.791
2653
S
6-21-01
E
302.00
48584.342
92372.031
166
N
6-21-01
W
782.00
49361.544
92285.536
CURVE
DELTA--
32-50-15
R=
782.000
L= 448.182
T=
230.433
CH=
442.073
A=-9437.115
2652
S
39-11-16
E
782.00
48755.432
92779.65400
164
S
39-11-16
E
338.00
48493.455
92993.224
CURVE
DELTA--
35-34-16
R=
338.000
L= 209.842
T=
108.426
CH=
206.488
A= 2234.617
2651
N
3-37-00
W
338.00
48830.782
92971.903
1564
S
3-37-00
E
36.00
48794.854
92974.174
164
S
3-37-00
E
302.00
48493.455
92993.224
CURVE
DELTA--
35-34-16
R=
302.000
L= 187.492
T=
96.878
CH=
184.495
A=-1783.954
2598
N
39-11-16
W
302.00
48727.529
92802.401
166
N
39-11-16
W
818.00
49361.544
92285.536
CURVE
DELTA--
9-14-16
R=
818.000
L= 131.886
T=
66.086
CH=
131.743
A= 233.397
2597
S
29-57-00
E
818.00
48652.778
92693.918
2596
S
29-57-00
E
25.00
48631.117
92706.399
CURVE
DELTA--
81-05-00
R=
25.000
L= 35.379
T=
21.383
CH=
32.500
A=-133.518
2595
S
68-58-00
W
25.00
48622.144
92683.065
2599
S
68-58-00
W
61.00
48600.250
92626.129
CURVE
DELTA=
48-36-28
R=
61.000
L= 51.750
T=
27.548
CH=
50.212
A= 182.636
Page
27
•
A24890-6.out
2594
S
62-25-32 E
61.00
48572.014 92680.200
172
S
62-25-32 E
982.00
48117.445 93550.655
CURVE
DELTA-- 8-27-34
R=
982.000
L= 144.988
T= 72.626
CH=
144.856
A=-258.360
2581
N
70-53-06 W
982.00
48439.016 92622.799
174
N
70-53-06 W
178.00
48497.305 92454.614
CURVE
DELTA-- 28-50-25
R=
178.000
L= 89.598
T= 45.769
CH=
88.655
A= 332.495
2580
S
42-02-41 E
178.00
48365.118 92573.822
2579
S
42-02-41 E
25.00
48346.552 92590.565
CURVE
DELTA= 133-11-32
R=
25.000
L= 58.116
T= 57.761
CH=
45.886
A=-498.619
2578
S
4-45-47 W
25.00
48321.639 92588.489
1321
S
4-45-47 W
45.00
48276.794 92584.752
CURVE
DELTA= 258-01-02
R=
45.000
L= 202.646
T=-55.553
CH=
69.935
A= 5549.978
2575
S
82-46-49 W
45.00
48271.139 92540.109
2574
S
82-46-49 W
100.00
48258.571 92440.902
CURVE
DELTA-- 24-26-49
R=
100.000
L= 42.668
T= 21.664
CH=
42.345
A=-64.146
2573
N
58-20-00 E
100.00
48311.069 92526.014
2572
N
31-40-00 W
42.99
48347.658 92503.445
181
S
58-20-00 W
132.00
48278.362 92391.097
CURVE
DELTA= 28-05-00
R=
132.000
L= 64.699
T= 33.013
CH=
64.054
A=-168.938
2571
N
30-15-00 E
132.00
48392.388 92457.596
2586
N
30-15-00 E
36.00
48423.486 92475.732
181
S
30-15-00 W
168.00
48278.362 92391.097
CURVE
DELTA= 16-47-53
R=
168.000
L= 49.254
T= 24.805
CH=
49.078
A= 59.017
2585
N
47-02-53 E
168.00
48392.834 92514.061
2584
N
47-02-53 E
25.00
48409.869 92532.359
CURVE
DELTA-- 88-41-26
R=
25.000
L= 38.699
T= 24.435
CH=
34.949
A=-171.31400
2583
S
41-38-33 E
25.00
48391.186 92548.971
174
N
41-38-33 W
142.00
48497.304 92454.615
CURVE
DELTA-- 29-14-33
R=
142.000
L= 72.474
T= 37.044
CH=
71.690
A=-220.502
2582
S
70-53-06 E
142.00
48450.803 92588.785
172
S
70-53-06 E
1018.00
48117.444 93550.656
CURVE
DELTA= 7-40-34
R=
1018.000
L= 136.385
T= 68.295
CH=
136.283
A= 207.482
2593
N
63-12-32 W
1018.00
48576.296 92641.933
2592
N
63-12-32 W
25.00
48587.565 92619.616
CURVE
DELTA-- 140-08-17
R=
25.000
L= 61.147
T= 68.945
CH=
47.005
A=-564.041
2591
N
23-20-49 W
25.00
48610.518 92609.709
166
N
23-20-49 W
818.00
49361.541 92285.537
CURVE
DELTA-- 11-52-23
R=
818.000
L= 169.509
T= 85.059
CH=
169.206
A= 495.122
2590
S
11-28-26 E
818.00
48559.889 92448.255
2589
S
11-28-26 E
25.00
48535.388 92453.228
CURVE
DELTA= 87-04-34
R=
25.000
L= 37.994
T= 23.756
CH=
34.442
A=-162.833
2588
S
81-27-00 W
25.00
48531.672 92428.506
2587
S
8-33-00 E
50.10
48482.128 92435.954
179
N
81-27-00 E
82.00
48494.320 92517.043
CURVE
DELTA-- 51-12-00
R=
82.000
L= 73.276
T= 39.288
CH=
70.862
A=-384.178
Page 28
A24890-6.out
2586
S
30-15-00
W
82.00
48423.485
92475.733
2571
S
30-15-00
W
36.00
48392.387
92457.597
179
N
30-15-00
E
118.00
48494.320
92517.043
CURVE
DELTA--
51-12-00
R=
118.000
L= 105.446
T=
56.536
CH=
101.972
A= 795.552
2570
S
81-27-00
W
118.00
48476.776
92400.354
2569
N
8-33-00
W
50.19
48526.408
92392.892
2568
S
81-27-00
W
25.00
48522.692
92368.170
CURVE
DELTA=
86-07-05
R=
25.000
L= 37.576
T=
23.361
CH=
34.138
A=-157.918
2567
N
4-40-05
W
25.00
48547.609
92366.136
168
N
4-40-05
W
338.00
48884.488
92338.628
CURVE
DELTA=
45-26-16
R=
338.000
L= 268.047
T=
141.519
CH=
261.078
A= 4601.176
2566
S
40-46-11
W
338.00
48628.507
92117.907
134
S
40-46-11
W
2715.00
46572.328
90344.957
CURVE
DELTA--
31-05-49
R=
2715.000
L= 1473.550
T=
755.410
CH=
1455.531
A=-96770.931
2538
N
9-40-22
E
2715.00
49248.730
90801.134
1405
S
9-40-22
W
282.00
48970.739
90753.752
CURVE
DELTA-- 25-16-29
R=
282.000
L= 124.398
T=
63.228
CH=
123.392
A=-563.354
2537
N
15-36-07
W
282.00
49242.348
90677.907
2536
S
74-23-53
W
225.83
49181.611
90460.398
1402
N
15-36-07
W
318.00
49487.893
90374.871
CURVE
DELTA-- 35-32-50
R=
318.000
L= 197.292
T=
101.937
CH=
194.143
A= 1974.058
2535
S
19-56-43
W
318.00
49188.967
90266.394
1643
N
70-03-17
W
123.00
49230.925
90150.77200
CLOSURE:
N
27-55-44
W
0.002
AREA =
140558.4
SQ. FT.
AREA = 3.22678 ACRES
TRAVERSE CALCULATION AND ANALYSIS
TRACT NO.
24890-6 LOT LINE ADJUSTMENT -
LA QUINTA - MDS CONSULTING - 2-19-98
BLOCK ID
BDRY
LOT NO.
B
C O O R D I N
A T E S
COURSE
BEARING
DISTANCE
NORTH
EAST
START-
2046
49127.495
90591.163
2047
N
30-04-34
W
90.16
49205.515
90545.980
5409
N
74-23-53
E
126.93
49239.654
90668.233
5476
S
10-32-18
W
120.70
49120.989
90646.158
2046
N
83-14-59
W
55.38
49127.499
90591.161
CLOSURE:
S
23-46-39
E
0.005
AREA =
8875.0
SQ. FT.
AREA = 0.20374
ACRES
TRAVERSE CALCULATION AND ANALYSIS
TRACT NO.
24890-6
LOT LINE
ADJUSTMENT -
LA QUINTA
- MDS CONSULTING
- 2-19-98
BLOCK ID : BDRY
LOT NO. : C
LOT C (LOT AQ OF TR. 28490-2 & POR. OF LOT 1 OF TR. 24890-6)
C O O R D I N A T E S
COURSE BEARING DISTANCE NORTH EAST
START- 1390 49255.583 90591.445
1202 N 29-55-26 E 223.34 49449.150 90702.858
Page 29
•
5408
S
6-04-19
E
1405
S
6-04-19
E
CURVE
DELTA=
9-31-48
T=
26.508
2558
N
15-36-07
W
1390
S
74-23-53
W
A24890-6.out
163.11
318.00
R= 318.00
CH= 52.83
318.00
79.71
49286.955 90720.111
48970.739 90753.748
L= 52.893
A=-38.724
49277.022 90668.221
49255.583 90591.448
CLOSURE: N 89-30-06 W 0.004
AREA = 10491.6 SQ. FT. AREA = 0.24085 ACRES
TRAVERSE CALCULATION AND ANALYSIS
TRACT NO. 24890-6 LOT LINE ADJUSTMENT - LA QUINTA - MDS CONSULTING - 2-19-98
COMPLETION OF BLOCK ID: BDRY
BLOCK AREA= 979447.3 SQ.FT. TOTAL LOT AREA = 979451.5 SQ.FT.
22.48502 ACRES 22.48511 ACRES
TRAVERSE CALCULATION AND ANALYSIS
TRACT NO. 24890-6 LOT LINE ADJUSTMENT - LA QUINTA - MDS CONSULTING - 2-19-98
BLOCK ID : C/L
TRACT NO. 24890-6 BOUNDARY & LOT AQ OF TR. NO. 24890-2 PERIMETER FOR C/L CK.
COURSE
BEARING
DISTANCE
START-
1643
1900
N
19-56-43
E
36.00
2560
S
70-03-17
E
123.00
1402
N
19-56-43
E
282.00
CURVE
DELTA=
35-32-50
R=
282.000
T=
90.397
CH=
172.165
2559
S
15-36-07
E
282.00
1390
N
74-23-53
E
146.11
1202
N
29-55-26
E
223.34
134
S
7-05-30
W
2899.00
CURVE
DELTA=
33-40-41
R=
2899.000
T=
877.415
CH=
1679.587
3179
N
40-46-11
E
2899.00
3137
S
54-12-48
E
79.35
168
N
12-31-09
E
167.00
CURVE
DELTA=
18-52-10
R=
167.000
T=
27.751
CH=
54.751
3138
S
6-21-01
E
167.00
166
N
6-21-01
W
647.00
CURVE
DELTA-- 32-50-15
R=
647.000
T=
190.653
CH=
365.756
3145
S
39-11-16
E
647.00
164
S
39-11-16
E
473.00
CURVE
DELTA= 11-03-51
R=
473.000
T=
45.812
CH=
91.197
3148
N
28-07-25
W
473.00
3121
N
61-52-35
E
155.41
2649
S
33-16-01
E
159.44
2650
N
78-02-43
W
25.00
CURVE
DELTA= 74-25-43
R=
25.000
T=
18.986
CH=
30.240
2651
S
3-37-00
E
25.00
1564
S
3-37-00
E
36.00
Page 30
C O O R D I N A T E S
NORTH EAST
49230.927 90150.771
49264.767 90163.052
49222.809 90278.674❑❑
49487.895 90374.871
L= 174.957
A=-1552.401
49216.285 90450.715
49255.582 90591.442
49449.148 90702.855
46572.326 90344.952
L= 1704.012
A= 139792.156
48767.855 92238.059
48721.454 92302.427
48884.483 92338.627
L= 54.999
A=-82.567
48718.508 92357.099
49361.538 92285.536
L= 370.810
A=-6460.026
48860.062 92694.352
48493.449 92993.224
L= 91.339
A= 134.005
48910.603 92770.263
48983.860 92907.325
48850.548 92994.784
48855.727 92970.326
L= 32.476
A= 104.915
48830.777 92971.903
48794.848 92974.174
A24890-6.out
164
E
3-37-00
E
302.00
48493.450
92993.224
CURVE
DELTA=
1-35-26
R=
302.000
L= 8.384
T=
4.192
CH=
8.383
A= -0.163
3190
N
5-12-26
W
302.00
48794.203
92965.815
3182
S
5-12-26
E
135.00
48659.761
92978.068
164
S
5-12-26
E
167.00
48493.450
92993.224
CURVE
DELTA=
33-58-50
R=
167.000
L= 99.043
T=
51.026
CH=
97.598
A=-476.359
3187
N
39-11-16
W
167.00
48622.888
92887.703
3184
S
50-48-44
W
15.89
48612.848
92875.387
3188
S
39-11-16
E
220.00
48442.330
93014.397
CURVE
DELTA=
19-36-12
R=
220.000
L= 75.271
T=
38.007
CH=
74.905
A=-160.599
3189
N
58-47-28
W
220.00
48556.325
92826.235
172
S
58-47-28
E
847.00
48117.444
93550.660
CURVE
DELTA--
11-58-51
R=
847.000
L= 177.112
T=
88.880
CH=
176.789
A=-545.418
3198
N
70-46-19
W
847.00
48396.386
92750.910
3201
S
6-50-51
W
66.55
48330.310
92742.975
183
S
69-13-29
W
180.00
48266.464
92574.679
CURVE
DELTA= 193-56-31
R=
180.000
L= 609.287
T=-1472.148
CH=
357.339
A= 58738.998
3228
S
83-10-00
W
180.00
48245.047
92395.958
3217
N
39-30-00
W
170.00
48376.223
92287.82400
3218
N
53-30-00
W
72.00
48419.051
92229.947
3229
N
11-47-00
E
400.00
48810.621
92311.631
CURVE
DELTA-- 22-28-00
R=
400.000
L= 156.847
T=
79.444
CH=
155.844
A= 797.714
3220
S
34-15-00
W
400.00
48479.985
92086.509
3221
N
52-53-13
W
115.34
48549.580
91994.532
134
S
39-50-14
W
2575.00
46572.322
90344.965
CURVE
DELTA-- 29-06-40
R=
2575.000
L= 1308.318
T=
668.605
CH=
1294.291
A=-71544.178
3446
N
10-43-34
E
2575.00
49102.331
90824.209
3447
N
86-02-25
W
77.76
49107.701
90746.635
3448
N
81-30-02
W
45.06
49114.361
90702.070
2046
N
83-14-59
W
111.67
49127.487
90591.174
2047
N
30-04-34
W
90.16
49205.508
90545.990
2536
S
74-23-53
W
88.86
49181.609
90460.404
1402
N
15-36-07
W
318.00
49487.891
90374.877
CURVE
DELTA= 35-32-50
R=
318.000
L= 197.292
T=
101.937
CH=
194.143
A= 1974.058
2535
S
19-56-43
W
318.00
49188.965
90266.400
1643
N
70-03-17
W
123.00
49230.923
90150.778
CLOSURE:
N
63-40-10
W
0.007
AREA =
979447.3
SQ. FT.
AREA = 22.48502
ACRES
TRAVERSE CALCULATION AND ANALYSIS
TRACT NO.
24890-6
LOT LINE
ADJUSTMENT
-
LA QUINTA
- MDS CONSULTING
- 2-19-98
BLOCK ID : C/L
PARCEL ID: Cl
CENTERLINE AROUND LOTS 1 THRU 29 & LOT C
C O O R D I N A T E S
COURSE BEARING DISTANCE NORTH EAST
START- 1642 49247.847 90156.912
1900 N 19-56-43 E 18.00 49264.767 90163.052
Page 31
A24890-6.out
2560
S 70-03-17 E
123.00
49222.809 90278.674
1402
N 19-56-43 E
282.00
49487.895 90374.871
CURVE
DELTA-- 35-32-50
R=
282.000
L= 174.957
T= 90.397
CH=
172.165
A=-1552.401
2559
S
15-36-07 E
282.00
49216.285 90450.715
1390
N
74-23-53 E
146.11
49255.582 90591.442
1202
N
29-55-26 E
223.34
49449.148 90702.855
134
S
7-05-30 W
2899.00
46572.326 90344.952
CURVE
DELTA= 33-40-41
R=
2899.000
L= 1704.012
T= 877.415
CH=
1679.587
A= 139792.156
3179
N
40-46-11 E
2899.00
48767.855 92238.059
3137
S
54-12-48 E
79.35
48721.454 92302.427
168
N
12-31-09 E
167.00
48884.483 92338.627
CURVE
DELTA-- 18-52-10
R=
167.000
L= 54.999
T= 27.751
CH=
54.751
A=-82.567
3138
S
6-21-01 E
167.00
48718.508 92357.099
166
N
6-21-01 W
647.00
49361.538 92285.536
CURVE
DELTA-- 32-50-15
R=
647.000
L= 370.810
T= 190.653
CH=
365.756
A=-6460.02600
3145
S
39-11-16 E
647.00
48860.062 92694.352
164
S
39-11-16 E
473.00
48493.449 92993.224
CURVE
DELTA= 11-03-51
R=
473.000
L= 91.339
T= 45.812
CH=
91.197
A= 134.005
3148
N
28-07-25 W
473.00
48910.604 92770.263
3121
N
61-52-35 E
155.41
48983.860 92907.325
2649
S
33-16-01 E
159.44
48850.548 92994.784
2650
N
78-02-43 W
25.00
48855.727 92970.326
CURVE
DELTA-- 74-25-43
R=
25.000
L= 32.476
T= 18.986
CH=
30.240
A= 104.915
2651
S
3-37-00 E
25.00
48830.777 92971.903
1563
S
3-37-00 E
18.00
48812.812 92973.039
164
S
3-37-00 E
320.00
48493.450 92993.224
CURVE
DELTA= 35-34-16
R=
320.000
L= 198.667
T= 102.652
CH=
195.491
A=-2002.948
165
N
39-11-16 W
320.00
48741.475 92791.028
166
N
39-11-16 W
800.00
49361.539 92285.537
CURVE
DELTA-- 32-50-15
R=
800.000
L= 458.498
T= 235.737
CH=
452.249
A= 9876.560
167
S
6-21-01 E
800.00
48566.447 92374.022
168
N
6-21-01 W
320.00
48884.484 92338.628
CURVE
DELTA= 47-07-12
R=
320.000
L= 263.168
T= 139.539
CH=
255.814
A= 4588.476
169
S
40-46-11 W
320.00
48642.135 92129.661
134
S
40-46-11 W
2733.00
46572.324 90344.956
CURVE
DELTA= 31-05-49
R=
2733.000
L= 1483.320
T= 760.419
CH=
1465.180
A=-98058.335
1406
N
9-40-22 E
2733.00
49266.470 90804.158
1405
S
9-40-22 W
300.00
48970.735 90753.751
CURVE
DELTA-- 25-16-29
R=
300.000
L= 132.338
T= 67.263
CH=
131.268
A=-637.567
1404
N
15-36-07 W
300.00
49259.681 90673.066
1403
S
74-23-53 W
225.83
49198.943 90455.557
1402
N
15-36-07 W
300.00
49487.889 90374.871
CURVE
DELTA= 35-32-50
R=
300.000
L= 186.125
T= 96.167
CH=
183.154
A= 1756.905
1401
S
19-56-43 W
300.00
49205.884 90272.534
1642
N
70-03-17 W
123.00
49247.842 90156.912
CLOSURE:
N
4-04-19 W
0.005
Page 32
•
n
A24890-6.out
AREA = 425968.9 SQ. FT. AREA = 9.77890 ACRES
TRAVERSE CALCULATION AND ANALYSIS
TRACT NO. 24890-6 LOT LINE ADJUSTMENT - LA QUINTA - MDS CONSULTING - 2-19-98
BLOCK ID : C/L
PARCEL ID: C30
CENTERLINE AROUND LOTS 30 THRU 63 AND LOT B
C O O R D I N A T E S
COURSE
BEARING
DISTANCE
NORTH
EAST
START-
1643
49230.927
90150.771
1642
N
19-56-43 E
18.00
49247.847
90156.912
1401
S
70-03-17 E
123.00
49205.889
90272.53400
1402
N
19-56-43 E
300.00
49487.895
90374.871
CURVE
DELTA--
35-32-50
R=
300.000
L= 186.125
T=
96.167
CH=
183.154
A=-1756.905
1403
S
15-36-07
E
300.00
49198.949
90455.556
1404
N
74-23-53
E
225.83
49259.686
90673.065
1405
S
15-36-07
E
300.00
48970.740
90753.751
CURVE
DELTA--
25-16-29
R=
300.000
L= 132.338
T=
67.263
CH=
131.268
A= 637.567
1406
N
9-40-22
E
300.00
49266.475
90804.157
134
S
9-40-22
W
2733.00
46572.329
90344.956
CURVE
DELTA--
31-05-49
R=
2733.000
L= 1483.320
T=
760.419
CH=
1465.180
A= 98058.335
169
N
40-46-11
E
2733.00
48642.140
92129.661
168
N
40-46-11
E
320.00
48884.489
92338.627
CURVE
DELTA--
47-07-12
R=
320.000
L= 263.168
T=
139.539
CH=
255.814
A=-4588.476
167
S
6-21-01
E
320.00
48566.452
92374.022
166
N
6-21-01
W
800.00
49361.544
92285.536
CURVE
DELTA--
2-11-59
R=
800.000
L= 30.714
T=
15.359
CH=
30.712
A= -3.018
177
S
8-33-00
E
800.00
48570.435
92404.474
178
S
8-33-00
E
92.00
48479.457
92418.152
179
N
81-27-00
E
100.00
48494.324
92517.041
CURVE
DELTA-- 51-12-00
R=
100.000
L= 89.361
T=
47.912
CH=
86.417
A=-571.353
180
S
30-15-00
W
100.00
48407.941
92466.663
181
S
30-15-00
W
150.00
48278.365
92391.097
CURVE
DELTA= 28-05-00
R=
150.000
L= 73.522
T=
37.515
CH=
72.788
A= 218.153
182
N
58-20-00
E
150.00
48357.112
92518.765
1320
S
31-40-00
E
103.00
48269.447
92572.837
1321
N
58-20-00
E
14.00
48276.797
92584.753
1320
S
58-20-00
W
14.00
48269.447
92572.837
176
N
31-40-00
W
96.00
48351.154
92522.440
175
N
58-20-00
E
19.00
48361.129
92538.611
174
N
31-40-00
W
160.00
48497.307
92454.615
CURVE
DELTA-- 39-13-06
R=
160.000
L= 109.518
T=
57.002
CH=
107.393
A=-668.311
173
S
70-53-06
E
160.00
48444.913
92605.793
172
S
70-53-06
E
1000.00
48117.448
93550.656
CURVE
DELTA--
9-39-42
R=
1000.000
L= 168.628
T=
84.514
CH=
168.428
A= 399.015
171
N
61-13-24
W
1000.00
48598.844
92674.153
170
N
27-00-00
W
56.00
48648.741
92648.730
166
N
27-00-00
W
800.00
49361.546
92285.537
Page 33
9
A24890-6.out
CURVE
DELTA-- 12-11-16
R=
800.000
L= 170.173
T= 85.409
CH=
169.853
A=-512.179
165
S
39-11-16 E
800.00
48741.482 92791.028
164
S
39-11-16 E
320.00
48493.457 92993.225
CURVE
DELTA= 35-34-16
R=
320.000
L= 198.667
T= 102.652
CH=
195.491
A= 2002.948
1563
N
3-37-00 W
320.00
48812.820 92973.039
1564
S
3-37-00 E
18.00
48794.856 92974.175
164
S
3-37-00 E
302.00
48493.457 92993.225❑❑
CURVE
DELTA= 1-35-26
R=
302.000
L= 8.384
T= 4.192
CH=
8.383
A= -0.163
3190
N
5-12-26 W
302.00
48794.211 92965.816
3182
S
5-12-26 E
135.00
48659.768 92978.068
164
S
5-12-26 E
167.00
48493.457 92993.225
CURVE
DELTA= 33-58-50
R=
167.000
L= 99.043
T= 51.026
CH=
97.598
A=-476.359
3187
N
39-11-16 W
167.00
48622.895 92887.704
3184
S
50-48-44 W
15.89
48612.855 92875.388
3188
S
39-11-16 E
220.00
48442.338 93014.398
CURVE
DELTA= 19-36-12
R=
220.000
L= 75.271
T= 38.007
CH=
74.905
A=-160.599
3189
N
58-47-28 W
220.00
48556.333 92826.235
172
S
58-47-28 E
847.00
48117.451 93550.661
CURVE
DELTA-- 11-58-51
R=
847.000
L= 177.112
T= 88.880
CH=
176.789
A=-545.418
3198
N
70-46-19 W
847.00
48396.393 92750.910
3201
S
6-50-51 W
66.55
48330.318 92742.976
183
S
69-13-29 W
180.00
48266.471 92574.680
CURVE
DELTA-- 193-56-31
R=
180.000
L= 609.287
T=-1472.148
CH=
357.339
A= 58738.998
3228
S
83-10-00 W
180.00
48245.054 92395.958
3217
N
39-30-00 W
170.00
48376.231 92287.825
3218
N
53-30-00 W
72.00
48419.058 92229.947
3229
N
11-47-00 E
400.00
48810.629 92311.632
CURVE
DELTA= 22-28-00
R=
400.000
L= 156.847
T= 79.444
CH=
155.844
A= 797.714
3220
S
34-15-00 W
400.00
48479.993 92086.510
3221
N
52-53-13 W
115.34
48549.588 91994.532
134
S
39-50-14 W
2575.00
46572.329 90344.965
CURVE
DELTA-- 29-06-40
R=
2575.000
L= 1308.318
T= 668.605
CH=
1294.291
A=-71544.178
3446
N
10-43-34 E
2575.00
49102.339 90824.210
3447
N
86-02-25 W
77.76
49107.708 90746.635
3448
N
81-30-02 W
45.06
49114.368 90702.070
2046
N
83-14-59 W
111.67
49127.494 90591.174
2047
N
30-04-34 W
90.16
49205.515 90545.991
2536
S
74-23-53 W
88.86
49181.616 90460.405
1402
N
15-36-07 W
318.00
49487.899 90374.878
CURVE
DELTA= 35-32-50
R=
318.000
L= 197.292
T= 101.937
CH=
194.143
A= 1974.058
2535
S
19-56-43 W
318.00
49188.973 90266.401
1643
N
70-03-17 W
123.00
49230.931 90150.779
CLOSURE:
S
60-18-31 W
0.008
AREA = 508314.6
SQ. FT.
AREA = 11.66930 ACRES
TRAVERSE CALCULATION AND ANALYSIS
TRACT NO.
24890-6 LOT LINE ADJUSTMENT - LA QUINTA
- MDS CONSULTING - 2-19-98
BLOCK ID : C/L
Page 34
CJ
0
A24890-6.out
PARCEL ID: C78
CENTERLINE AROUND LOT 78
00
C O O R
D I N A T E S
COURSE
BEARING
DISTANCE
NORTH
EAST
START-
176
48351.153
92522.436
182
N
31-40-00
W
7.00
48357.111
92518.761
181
S
58-20-00
W
150.00
48278.364
92391.094
CURVE
DELTA--
28-05-00
R=
150.000
L=
73.522
T=
37.515
CH=
72.788
A=
-218.153
180
N
30-15-00
E
150.00
48407.939
92466.660
179
N
30-15-00
E
100.00
48494.323
92517.037
CURVE
DELTA--
51-12-00
R=
100.000
L=
89.361
T=
47.912
CH=
86.417
A=
571.353
178
S
81-27-00
W
100.00
48479.456
92418.149
177
N
8-33-00
W
92.00
48570.433
92404.471
166
N
8-33-00
W
800.00
49361.542
92285.533
CURVE
DELTA=
18-27-00
R=
800.000
L= 257.611
T=
129.930
CH=
256.499
A=-1771.610
170
S
27-00-00
E
800.00
48648.737
92648.725
171
S
27-00-00
E
56.00
48598.841
92674.149
172
S
61-13-24
E
1000.00
48117.444
93550.652
CURVE
DELTA=
9-39-42
R=
1000.000
L= 168.628
T=
84.514
CH=
168.428
A=
-399.015
173
N
70-53-06
W
1000.00
48444.909
92605.788
174
N
70-53-06
W
160.00
48497.304
92454.610
CURVE
DELTA= 39-13-06
R=
160.000
L= 109.518
T=
57.002
CH=
107.393
A=
668.311
175
S
31-40-00
E
160.00
48361.125
92538.607
176
S
58-20-00
W
19.00
48351.151
92522.435
CLOSURE:
N
23-33-19
E
0.002
AREA =
45157.9
SQ. FT.
AREA =
1.03668 ACRES
TRAVERSE CALCULATION
AND ANALYSIS
TRACT NO.
24890-6 LOT LINE ADJUSTMENT
-
LA QUINTA
- MDS CONSULTING - 2-19-98
COMPLETION OF BLOCK ID: C/L
BLOCK AREA=
979447.3 SQ.FT.
TOTAL
LOT AREA =
979441.3 SQ.FT.
22.48502 ACRES
22.48488 ACRES00
LOT ACREAGE
PAGE 1
TRACT NO. 24890-6
LOT LINE ADJUSTMENT -
LA QUINTA -
MDS CONSULTING - 2-19-98
ACRES
(SQ. FEET)
PARCEL:
Cl
9.779
425968.9
PARCEL:
C30
11.669
508314.6
PARCEL:
C78
1.037
45157.9
BLOCK ID
LOT NO.
ACRES
(SQ. FEET)
BDRY
1
0.381
16588.3
BDRY
2
0.285
12417.4
BDRY
3
0.277
12070.8
BDRY
4
0.277
12072.8
BDRY
5
0.277
12072.8
Page 35
•
A24890-6.out
BDRY
6
0.277
12072.8
BDRY
7
0.277
12070.8
BDRY
8
0.277
12072.8
BDRY
9
0.277
12072.8
BDRY
10
0.277
12072.8
BDRY
11
0.277
12072.8
BDRY
12
0.277
12070.8
BDRY
13
0.277
12072.8
BDRY
14
0.277
12072.8
BDRY
15
0.277
12072.8
BDRY
16
0.277
12072.8
BDRY
17
0.277
12070.8
BDRY
18
0.277
12072.8 ❑❑
BDRY
19
0.277
12072.8
BDRY
20
0.288
12532.1
BDRY
21
0.338
14725.1
BDRY
22
0.304
13243.4
BDRY
23
0.268
11685.4
BDRY
24
0.268
11684.9
BDRY
25
0.268
11686.3
BDRY
26
0.268
11684.4
BDRY
27
0.262
11425.6
BDRY
28
0.287
12507.6
BDRY
29
0.341
14853.4
BDRY
30
0.331
14407.6
BDRY
31
0.265
11557.0
BDRY
32
0.385
16762.0
BDRY
33
0.264
11479.9
BDRY
34
0.250
10881.8
BDRY
35
0.371
16181.8
BDRY
36
0.339
14760.2
BDRY
37
0.415
18060.9
BDRY
38
0.367
16005.5
BDRY
39
0.302
13134.5
BDRY
40
0.260
11325.2
BDRY
41
0.308
13418.5
BDRY
42
0.407
17707.2
BDRY
43
0.296
12912.7
BDRY
44
0.287
12482.1
BDRY
45
0.262
11406.4 ❑❑
BDRY
46
0.263
11439.4
BDRY
47
0.263
11441.2
BDRY
48
0.263
11439.4
BDRY
49
0.263
11439.4
BDRY
50
0.263
11439.4
BDRY
51
0.263
11439.4
BDRY
52
0.263
11439.4
BDRY
53
0.263
11439.4
BDRY
54
0.263
11439.4
BDRY
55
0.263
11441.2
BDRY
56
0.263
11439.4
BDRY
57
0.263
11439.4
BDRY
58
0.263
11439.4
BDRY
59
0.263
11439.4
BDRY
60
0.263
11439.4
BDRY
61
0.263
11443.6
BDRY
62
0.266
11581.4
BDRY
63
0.280
12205.8
BDRY
78
0.688
29953.0
Page 36
•
0
A24890-6.out
BDRY A 3.227 140558.4
BDRY B 0.204 8875.0
BDRY C 0.241 10491.6
Traverse Analysis and Checking (PTRAV)
TRACT NO. 24890-6 LOT LINE ADJUSTMENT - LA QUINTA - MDS CONSULTING - 2-19-98
TRACT NO.:
DATE: 2/19/98 TIME: 11:43
POINT FILE: 1785 POINTS= 7500
DIRECTORY PATH:
DATA FILE: 24890-6.P
********************
Page 37
City of La Quinta, 78-495 Calle Tam ico, P. O. Box 1504, La Quinta CA 92253
RECEIPT _7 -- (I �I
..DATE 19 / t
ADDRESS e -"'
nnl t_ARS S `2J
0
•
i
TM
DEVELOPMENT CORPORATION
TRANSMITTAL SHEET
To: City of La Quinta Community Development
From: Cynthia Zamorez ���•..,,,,�
Date: January 13, 1998 % -�.
n (0
Subject: KSL Land Corporation; LLA for Tract 24890-6 A
N 13 1998
�QUI
Via Hand -Delivery �NN/NG pFPAR MENT
Communitv Development:
Per Your Request
X
For Your Review and Comment(s)
For Your Information
X
For Your Approval
For Your Files
X
Please Handle: RUSH!
Copied:
Per Our Conversation
CONFIDENTIAL_
X
See Notes Below
Enclosed Please Find:
Qty
Name/Description of Enclosures:
1
Check Nos 11544 in the Amount of $250.00 (CD) and 11543 in the Amount of $3,850.00 (Eng)
1
Application for LLA for Tract 24890-6
1
Lot Closures for LLA for Tract 24890-6
1 1
Legal Description (Exhibit A) for Tract 24890-6
1
Plat Maps (Exhibit B) for Tract 24890-6
1
PTR for LLA for Tract 24890-6
0
T
E
note that Original, Signed Grant Deed will be forthcoming.
55-920 PGA Boulevard La Quinta, California 92253 (760) 564-7166 Fax (760) 564-7131
•
•
DEVELOPMENT CORPORATION
TM
iiTRANSMITTAL SHEET 11
To: Stan Sawa, City of La Quin Community Development
From: Cynthia Zamorez
Date: January 15, 1998
Subject: KSL Land Corporation; Original Grant Deed for Tract 24890-6 (LLA)
Via Hand -Delivery
Stan:
Per Your Request
For Your Review and Comment(s)
For Your Information
For Your Approval
For Your Files
X
Please Handle: Final Piece of Package
Submitted January 13, 1998
Copied:
Per Our Conversation
CONFIDENTIAL
See Notes Below
Enclosed Please Find:
Qty Name/Description of Enclosures:
1 Signed Oriqinal Grant Deed for Tract 24890-6 Lot Line Adjustment
O
T
E
55-920 PGA Boulevard La Quinta, California 92253 (760) 564-7166 Fax (760) 564-7131
Form No. 1068-1 (Rev. 10/17/92) s
Exhibit A to Preliminary Report
Preliminary
Report
First American Title Insurance Company
•
Order No.
First American Title Insurance Company
3625 Fourteenth Street, (P.O. Box 986)
Riverside, California 92502
(Area Code 909) 787-1700
KSL
56-140 PGA BOULEVARD
LA QUINTA, CALIFORNIA 92253 AMENDMENT NO. 2
ATTENTION: CINDY ZAMOREZ
YOUR NO. 24890-6
DATED AS OF DECEMBER 24, 1997 AT 7:30 A.M.
2082907
IN RESPONSE TO THE A30VE REFERENCED APPLICATION FOR A POLICY OF TITLE
INSURANCE, THIS CCMP_=NY HEREBY REPORTS THAT IT IS PREPARED TO ISSUE, OR
CAUSE TO BE ISSUED, OF THE DATE HEREOF, A POLICY OR POLICIES OF TITLE
INSURANCE DESCRIBING THE LAND AND THE ESTATE OR INTEREST THEREIN
HEREINAFTER SET FORTH,INSURING AGAINST LOSS WHICH MAY BE SUSTAINED`3Y
REASON OF ANY DEFECT, LIEN OR ENCUM3RANL CE NOT SHOWN OR REFERRED TO AS AN
EXCEPTION BELOW OR EXCLUDED FROM COVERAGE PURSUANT TO THE PRINTED
SCHEDULES, CONDITIO`:S AND STIPULATIONS OF SAID POLICY FORMS.
THE PRINTED EXCEPTICNS AND EXCLUSIONS FROM THE COVERAGE OF SAID POLICY
OR POLICIES ARE SET FORTH IN EXHIBIT A ATTACHED. 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 NOT COVERED UNDER THE TERMS OF THE TITLE INSURANCE POLICY AND
SHOULD BE CAREFULLY CONSIDERED.
IT IS IMPORTANT TO NOTE THAT THIS PRELIMINARY REPORT IS NOT A WRITTEN
REPRESENTATION AS TO THE CONDITION OF TITLE AND MAY NOT LIST ALL LIENS,
DEFECTS, AND ENCUMBRANCES AFFECTING TITLE TO THE LAND.
THIS REPORT (AND ANY SUPPLEMENTS OR AMENDMENTS HERETO) IS ISSUES SOLELY
FOR THE PURPOSE OF FACILITATING THE ISSUANCE OF A POLICY CF TITLE
INSURANCE AND NO LI=3ILITY IS ASSUMED HEREBY. IF IT IS DESIRED THAT
LIABILITY BE ASSUMED PRIOR TO THE ISSUANCE OF A POLICY CF TITLE
INSURANCE, A BINDER OR COMMITMENT SHOULD BE REQUESTED.
, 4 4 07' -� r"4' �
GARY FRANCIS - TITLE OFFICER
Page I
Order No. 2082907
TITLE TO SAID ESTATE OR INTEREST AT THE DATE HEREOF IS VESTED IN:
KSL LAND CORPORATION, •
A DELAWARE CORPORATION
THE ESTATE OR INTEREST IN THE LAND HEREINAFTER DESCRIBED OR
REFERRED TO COVERED BY THIS REPORT IS:
IN FEE
THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF
CALIFORNIA, COUNTY OF RIVERSIDE, CITY OF LA QUINTA AND IS DESCRIBED
AS FOLLOWS:
PARCEL 1:
LOTS 1 THROUGH 78, INCLUSIVE, AND LETTERED LOT A OF TRACT NO.
24890-6, AS SHOWN BY MAP ON FILE IN BOOK 225 PAGE(S) 11 THROUGH 17,
INCLUSIVE, OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA.
PARCEL 2:
LETTERED LOT AQ OF TRACT NO. 24889, AS SHOWN BY MAP ON FILE IN BOOK
210 PAGES 38 THROUGH 52 OF MAPS, RECORDS OF RIVERSIDE COUNTY,
CALIFORNIA;
EXCEPTING THEREFROM ALL MINERALS, OIL, GAS, PETROLEUM, OTHER
HYDROCARBON SUBSTANCES, AND ALL GEOTHERMAL ENERGY SOURCES BELOW THE
DEPTH OF 500 FEET BELOW THE SURFACE OF SAID LAND WITHOUT THE RIGHT
OF SURFACE ENTRY.
AT THE DATE HEREOF EXCEPTIONS TO COVERAGE IN ADDITION TO
PRINTED EXCEPTIONS AND EXCLUSIONS CONTAINED TN SAID POLICY FCRM
WOULD BE AS FOLLOWS:
1. GENERAL AND SPECIAL COUNTY TAXES FOR THE FISCAL YEAR 1998-99,
A LIEN NOT YET PAYABLE.
2. GENERAL AND SPECIAL PRORATED COUNTY TAXES FOR THE FISCAL YEAR
1997-98. CODE NO. 020-051. ASSESSMENT NO. 769-670-031-7.
T_NS-ALT MENT AMOUNTS PENALTY DUE DATE STATUS
!ST $267.93 $26.79 12-10-97 PAID
2ND $267.93 $36.79 4-10-98 NOT PAID
GENERAL AND SPECIAL PRORATED COUNTY TAXES FOR THE FISCAL YEAR
1997-98. CODE NO. 020-051. ASSESSMENT NO. 769-680-002-2.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $214.13 $21.41 12-10-97 PAID
2ND $214.13 $31.41 4-10-98 NOT PAID
Page 2
•
0
Order No. 2082907
GENERAL AND SPECIAL PRORATED COUNTY TAXES FOR THE FISCAL YEAR
1997-98. CODE NO. 020-051. ASSESSMENT NO. 769-680-003-3.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $214.13 $21.41 12-10-97 PAID
2ND $214.13 $31.41 4-10-98 NOT PAID
GENERAL AND SPECIAL PRORATED COUNTY TAXES FOR THE FISCAL YEAR
1997-98. CODE NO. 020-051. ASSESSMENT NO. 769-680-004-4.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $214.13 $21.41 12-10-97 PAID
2ND $214.13 $31.41 4-10-98 NOT PAID
GENERAL AND SPECIAL PRORATED COUNTY TAXES FOR -HE FISCAL YEAR
1997-98. CODE NO. 020-051. ASSESSMENT NO. 769-680-005-5.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $214.13 $21.41 12-10-97 PAID
2ND $214.13 $31.41 4-10-98 NCT PAID
GENERAL A2= SPECIAL PRRATED COUNTY TAXES FOR 7-HE FISCAL YEAR
1997-98. CODE NO. 020-051. ASSESSMENT NC. 769-680-006-6.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $214.13 $21.41 12-10-97 PAID
2ND $214.13 $31.41 4-10-98 NOT PA-=
GENERAL AND SPECIAL PRORATED COUNTY TAXES FOR TEE FISCAL YEAR
1997-98. CODE NO. 020-051. ASSESSMENT NO. 769-6;80-007-7.
INSTALLMENT AMOUNTS PENALTY DUE DATA STATUS
1ST $214.13 $21.41 12-10-97 PAID
2ND $214.13 $31.41 4-10-98 NOT PAID
GENERAL AND SPECIAL PRORATED COUNTY TAXES FOR TEE FISCAL YEAR
1997-98. CODE NO. 020-051. ASSESSMENT NC. 769-680-008-8.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $214.13 $21.41 12-10-97 PAID
2ND $214.13 $31.41 4-10-98 NOT PAID
GENERAL AND SPECIAL PRORATED COUNTY TAXES FOR FISC?.L YEAR
1997-98. CODE NO. 020-051. ASSESSMENT NO. 769-680-009-9.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $214.13 $21.41 12-10-97 PAID
2ND $21-4.13 $31.41 4-10-98 NOT PAID
GENERAL AND SPECIAL PRORATED COUNTY TAXES FOR THE FISCAL YEAR
1997-98. CODE NO. 020-051. ASSESSMENT NO. 769-0680-010-9.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $214.13 $21.41 12-10-97 _AID
2ND $214.13 $31.41 4-10-98 NOT PAID
Page 3
0
Order No. 2082907
GENERAL AND SPECIAL PRORATED COUNTY TAXES FOR THE FISCAL YEAR
1997-98. CODE NO. 020-051. ASSESSMENT NO. 769-680-011-40.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $214.13 $21.41 12-10-97 PAID
2ND $214.13 $31.41 4-10-98 NOT PAID
GENERAL AND SPECIAL PRORATED COUNTY TAXES FOR THE FISCAL YEAR
1997-98. CODE NO. 020-051. ASSESSMENT NO. 769-680-012-1.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $214.13 $21.41 12-10-97 PAID
2ND $214.13 $31.41 4-10-98 NOT PAID
GENERAL AND SPECIAL PRORATED COUNTY TAXES FOR THE FISCAL YEAR
1997-98. CODE NO. 020-051. ASSESSMENT NO. 759-680-013-2.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $214.13 $21.41 12-10-97 PAIN
2ND $214.13 $31.41 4-10-98 NOT PAID
GENERAL AND SPECIAL PRORATED COUNTY TAXES FOR TzE FISCAL YEAR
1997-98. CODE NO. 020-051. ASSESSMENT NO. 769-680-014-3.
INSTALLMENT AMOUNTS PENALTY SUE DATE STATUS
1ST $214.13 $21.41 12-10-97 PAID
2ND $214.13 $31.41 4-10-98 NOT PAID
GENERA" AND SPECIAL PRORATED COUNTY TAXES FOR -HE FISCAL YEAR
1997-98. CODE NO. 020-051. ASSESSMENT NO. 769-680-015-4.
INSTALMENT A,MC .-NTS PENALTY SUE DATE STATUS
1ST $214.13 $21.41 12-10-97 PAID
2ND $214.13 $31.41 4-'_0-98 NOT PAID
GENERAL AND SPECIAL PRORATED COUNTY TAXES FOR THE FISCAL YEAR
1997-98. CODE NO. 020-051. ASSESSMENT NO. 769-680-016-5.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $214.13 $21.41_2-10-97 PAID
2ND $214.13 $31.41 4-10-98 NOT PAID
GENERAL AND SPECIAL PRORATED COUNTY TAXES FOR THE FISCAL YEAR
1997-98. CODE NO. 020-051. ASSESSMENT NO. 769-680-017-6.
INSTALLMENT AM=TS PENALTY DUE DATE STATUS
1ST $214.13 $21.41 12-10-97 PAID
2ND $214.13 $31.41 4-10-98 NOT PAID
GENERAL: AND SPECIAL PRORATED COUNTY TAXES FOR THE FISCAL YEAR
1997-98. CODE NO. 020-051. ASSESSMENT NO. 769-680-018-7.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $214.13 $21.41 12-10-97 PAID
2ND $214.13 $31.41 4-10-98 NOT PAID
Page 4
Order No. 2082907
GENERAL AND SPECIAL
PRORATED COUNTY TAXES FOR
THE FISCAL
YEAR
1997-98. CODE NO. 020-051. ASSESSMENT
NO. 769-680-019-8.
INSTALLMENT AMOUNTS
PENALTY
DUE DATE
STATUS
1ST $214.13
$21.41
12-10-97
PAID
2ND $214.13
$31.41
4-10-98
NOT PAID
GENERAL AND SPECIAL
PRORATED COUNTY TAXES FOR
THE FISCAL
YEAR
1997-98. CODE NO. 020-051. ASSESSMENT
NO. 769-680-020-8.
INSTALLMENT AMOUNTS
PENALTY
DUE DATE
STATUS
1ST $214.13
$21.41
12-10-97
PAID
2ND $214.13
$31.41
4-10-98
NOT PAID
GENERAL AND SPECIAL
PRORATED COUNTY TAXES FOR
THE FISCAL
YEAR
1997-98. CODE NO. 020-051. ASSESSMENT
NO. 769-680-021-9.
INSTALLMENT AMOUNTS
PENALTY
DUE DATE
STATUS
1ST $214.13
$21.41
12-10-97
PAID
2ND $214.13
$31.41
4-10-98
NOT PAID
GENERAL AND SPECIAL
PRORATED COUNTY TAXES FOR
THE FISCAL
YEAR
1997-98. CODE NO. 020-051. ASSESSMENT
NO. 769-700-002-3.
INSTALLMENT AMOUNTS
PENALTY
DUE DATE
STATUS
1ST $214.13
$21.41
12-10-97
PAID
2ND $214.13
$31.41
4-10-98
NOT PAID
GENERAL AND SPECIAL
PRORATED COUNTY TAXES FOR
THE FISCAL
YEAR
1997-98. CODE NO. 020-051.
ASSESSMENT
NO. 769-700-003-4.
INSTALLMENT AMOUNTS
PENALTY
DUE DATE
STATUS
1ST $214.13
$21.41
12-10-97
PAID
2ND $214.13
$31.41
4-10-98
NOT PAID
GENERAL AND SPECIAL
PRORATED COUNTY TAXES FOR
THE FISCAL
YEAR
1997-98. CODE NO. 020-051.
ASSESSMENT
NO. 769-700-004-5.
INSTALLMENT AMOUNTS
PENALTY
DUE DATE
STATUS
1ST $214.13
$21.41
12-10-97
PAID
2ND $214.13
$31.41
4-10-98
NOT PAID
GENERAL AND SPECIAL
PRORATED COUNTY TAXES FOR
THE FISCAL
YEAR
1997-98. CODE NO. 020-051.
ASSESSMENT
NO. 769-700-005-6.
INSTALLMENT AMOUNTS
PENALTY
DUE DATE
STATUS
1ST $214.13
$21.41
12-10-97
PAID
2ND $214.13
$31.41
4-10-98
NOT PAID
GENERAL AND SPECIAL
PRORATED COUNTY TAXES FOR
THE FISCAL
YEAR
1997-98. CODE NO. 020-051.
ASSESSMENT
NO. 769-700-006-7.
INSTALLMENT AMOUNTS
PENALTY
DUE DATE
STATUS
1ST $214.13
$21.41
12-10-97
PAID
2ND $214.13
$31.41
4-10-98
NOT PAID
Page 5
a
Order No. 2082907
GENERAL AND SPECIAL PRORATED COUNTY TAXES FOR THE FISCAL YEAR
1997-98. CODE NO. 020-051. ASSESSMENT NO. 769-700-007-46.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $214.13 $21.41 12-10-97 PAID
2ND $214.13 $31.41 4-10-98 NOT PAID
GENERAL AND SPECIAL PRORATED COUNTY TAXES FOR THE FISCAL YEAR
1997-98. CODE NO. 020-051. ASSESSMENT NO. 769-700-008-9.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $214.13 $21.41 12-10-97 PAID
2ND $214.13 $31.41 4-10-99 NOT PAID
GENERAL AND SPECIAL PRORATED COUNTY TAXES FOR THE FISCAL YEAR
1997-98. CODE NO. 020-051. ASSESSMENT NO. 769-7C0-009-0.
INSTALLMENT AIMOL'NTS PENALTY DUE DATE STATUS
1ST $214.13 $21.41 12-10-97 PAID
2ND $214.13 $31.41 4-10-93 NOT PAID
GENERAL AND SPECIAL PRORATED COUNTY TAXES FOR THE 'FISCAL �.AR
1997-98. CODE NO. 020-051.
ASSESSMENT
NO. 769-7-0-013-0.
INSTALLMENT AMOUNTS
PENALTY
DUE DAME
STATUS
1ST $214.13
$21.41
12-10-97
PAID
2ND $214.13
$31.41
4-10-98
NOT PAID
GENERAL AtiD SPECIAL PRORATED COUNTY TAXES FOR THE FISCAL YEAR
1997-98. CODE NO. 020-051.
ASSESSMENT
NO. 769-7_0-01--1.
INSTALLMENT AMOUNTS
PENALTY
DATE
STATUS
1ST $214.13
$21.41
12-10-37
PAID
2ND $214.13
$31.41
4-10-98
NOT PAID
GENERAL ?VD SPECIAL PRORATED COUNTY TAXES FOR THE FISCAL YEAR
1997-98. CODE NO.
020-051. ASSESSMENT
NO. 769-7C0-012-2.
INS 'AT LMENT AMOUNTS
PENALTY
DUE DATE
S ATUS
1S7 $214.13
$21.41
12-10-97
PAID
2ND 5214.13
$31.41
4-10-98
NOT PAID
GENERAL ?ND SPECIAL PRORATED COUNTY TAXES FOR
THE FISCAL YEAR
1997-98. CODE NO.
020-051. ASSESSMENT
NO. 769-700-013-3.
INSTALLMENT AMOUNTS
PENALTY
DUE DATE
STATUS
1ST $214.13
$21.41
12-10-97
PAID
2ND $214.13
$31.41
4-10-98
NOT PAID
GENERAL AND SPECIAL PRORATED COUNTY TAXES FOR THE FISCAL YEAR
1997-98. CODE NO. 020-051.
ASSESSMENT
NO. 769-700-014-4.
INSTALLMENT AMOUNTS
PENALTY
DUE DATE
STATUS
1ST $214.13
$21.41
12-10-97
PAID
2ND $214.13
$31.41
4-10-98
NOT PAID
Page 6
Order No. 2082907
GENERAL AND SPECIAL PRORATED COUNTY TAXES FOR THE FISCAL YEAR
1997-98. CODE NO. 020-051. ASSESSMENT NO. 769-700-015-6.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $214.13 $21.41 12-10-97 PAID
2ND $214.13 $31.41 4-10-98 NOT PAID
GENERAL AND SPECIAL PRORATED COUNTY TAXES FOR THE FISCAL YEAR
1997-98. CODE NO. 020-051. ASSESSMENT NO. 769-700-016-6.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $214.13 $21.41 12-10-97 PAID
2ND $21_4.13 $31.41 4-10-98 NOT PAID
GENERAL AND SPECIAL PRORATED COUNTY TAXES FOR THE FISCAL YEAR
1997-98. CODE NO. 020-051. ASSESSMENT NO. 769-700-017-7.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $214.13 $21.41 12-10-97 PAID
2ND $214.13 $31.41 4-10-98 NOT PAID
GENERAL AND SPECIAL PRORATED COU TY TAXES FOR THE FISCAL YEAR
1997-98. CODE NO. 320-051. ASSESSMENT NO. 769-700-018-8.
INSTALMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $214.13 $21.41 12-10-97 PAID
2ND $214.13 $31.41 4-10-98 NOT PAID
GENERAL AND SPECIAL PRORATED COUNTY TAXES FOR THE FISCAL YEAR
1997-98. CODE NO. 020-051. ASSESSMENT NO. 769-70C-077-9-9.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $214.13 $21.41 12-1C-97 PAID
2ND $2'4.13 $31.41 4-10-98 NOT PAID
GENERAL AND SPECIAL PRORATED COUNTY TAXES FOR --'iE FISCAL YEAR
1997-98. CODE NO. 020-051. ASSESSMENT NO. 769-700-020-9.
INSTALLMENT AMCUNTS PENALTY DUE DATE STATUS
1ST $214.13 $21.41 12-10-97 PAID
2ND $214.13 $31.41 4-10-98 NOT PAID
GENERAL AND SPECIAL PRORATED COUNTY TAXES FOR THE FISCAL YEAR
1997-98. CODE NO. 020-051. ASSESSMENT NO. 769-700-021-0.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $214.13 $21.41 12-10-97 PAID
2ND 3214.13 $31.41 4-10-98 NOT PAID
GENERAL AND SPECIAL PRORATED COUNTY TAXES FOR THE FISCAL Y=AR
1997-98. CODE NO. 020-051. ASSESSMENT NO. 769-700-022-1.
INSTALLMENT AIMCUNTS PENALTY DUE DATE STATUS
1ST $214.13 $21.41 12-10-97 PAID
2ND $214.13 $31.41 4-10-98 NOT PAID
Page 7
Order No. 2082907
GENERAL AND SPECIAL PRORATED COUNTY TAXES FOR THE FISCAL YEAR
1997-98. CODE NO. 020-051. ASSESSMENT NO. 769-700-023-42.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $214.13 $21.41 12-10-97 PAID
2ND $214.13 $31.41 4-10-98 NOT PAID
GENERAL AND SPECIAL PRORATED COUNTY TAXES FOR THE FISCAL YEAR
1997-98. CODE NO. 020-051. ASSESSMENT NO. 769-700-024-3.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $214.13 $21.41 12-10-97 PAID
2ND $214.13 $31.41 4-10-98 NOT PAID
GENERAL AND SPECIAL PRORATED COUNTY TAXES FOR THE FISCAL YEAR
1997-98. CODE NO. 020-051. ASSESSMENT NO. 769-700-0025-4
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $274.13 $21.41 12-10-97 PAID
2ND $214.13 $31.41 4-10-98 NOT PAID
GENERAL AND SPECIAL PRORATED CCi.NiTY TAXES
1997-98. CODE NO. 020-051. ASSESSMENT NO. 769-700-026-3
INSTAL-MENT AMOUNTS PENALTY DUE DATE STATUS
$2-4.'3 $21.=1 _2-�0-97 PAID
2ND $214.13 $31.41 4-10-98 NOT PAID
GENERAL AND SPECIAL PRORATED COUNTY TAXES FOR THE FISCAL YEAR
1997-98. CODE NO. 020-051. ASSESSMENT NO. 769-700-027-6.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $214.13 $21.41 12-10-97 PAID
2ND $214.13 $31.41 4-10-98 NOT PAID,
GENERAL AND SPECIAL PRORATED COUNTY TAXES FOR THE FISCAL YEAR
1997-98. CODE NO. 020-051. ASSESSMENT NO. 769-700-023-7.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $214.13 $21.41 12-10-97 PAID
2ND S214.13 $31.41 4-10-98 NOT PAID
GENERA_ AND SPECIAL PRORATED COUNTY TAXES FOR THE FISCAL YEAR
1997-98. CODE NO. 020-051. ASSESSMENT NO. 769-700-029-8.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $214.13 $21.41 12-10-97 PAID
2ND $214.13 $31.41 4-10-93 NOT PAID
GENERA., AND SPECIAL PRORATED COUNTY TAXES FOR THE FISCAL YE7vR
1997-98. CODE NO. 020-051.
ASSESSMENT
NO. 769-700-030-3.
INS-ALLMENT AMOUNTS
PENALTY
DUE DATE
STATUS
1ST $214.13
$21.41
12-10-97
PAID
2ND $214.13
$31.41
4-10-98
NOT PAID
Page 8
Order No. 2082907
GENERAL AND SPECIAL
PRORATED COUNTY TAXES FOR
THE FISCAL
YEAR
1997-98. CODE NO. 020-051. ASSESSMENT
NO. 769-700-031-49.
INSTALLMENT AMOUNTS
PENALTY
DUE DATE
STATUS
1ST $214.13
$21.41
12-10-97
PAID
2ND $214.13
$31.41
4-10-98
NOT PAID
GENERAL AND SPECIAL
PRORATED COUNTY TAXES
FOR
THE FISCAL
YEAR
1997-98. CODE NO. 020-051. ASSESSMENT
NO. 769-700-032-0.
INSTALLMENT AMOUNTS
PENALTY
DUE DATE
STATUS
1ST $214.13
$21.41
12-10-97
PAID
2ND $214.13
$31.41
4-10-98
NOT PAID
GENERAL AND SPECIAL
PRORATED COUNTY TAXES FOR
THE FISCAL
YEAR
1997-98. CODE NO. 020-051. ASSESSMENT
NO. 769-700-033-1.
INSTALLMENT AMOUNTS
PENALTY
DUE DATE
STATUS
1ST $214.13
$21.41
12-10-97
PAID
2ND $214.13
$31.41
4-10-98
NOT PAID
GENERAL AND SPECIAL
PRORATED COUNTY TAXES FCR
THE FISCAL
YEAR
1997-98. CODE NO. 020-051. ASSESSMENT
NO. 769-700-034-2.
INSTALLMENT AMOUN-_S
PENALTY
DUE DATE
STATUS
1ST $214.13
$21.41
12-10-97
PAID
2ND $214.13
$31.41
4-10-98
NOT PAID,
GENERAL AND SPECIAL
PRORATED COUNTY TAXES FOR
THE FISCAL
YEAR
1997-98. CODE NO. 020-051. ASSESSMENT
NO. 769-700-035-3.
INSTALLMENT AMOUNTS
PENALTY
DUE DATE
STATUS
1ST $214.13
$21.41
12-10-97
_AID
2ND $214.13
$31.41
4-11'98
NCT PAID
GENERAL AND SPECIAL
PRORATED COUNTY TAXES FCR
THE FISCAL
YEAR
1997-98. CODE NO. 020-051.
ASSESSMENT
NO. 769-700-036-4.
INSTALLMENT AMOUNTS
PENALTY
DUE DATE
STATUS
1ST $214..13
$21.41
12-10-97
PAID
2ND $214.13
$31.41
4-113-98
NOT PAID
GENERAL AND SPECIAL
PRORATED COUNTY TAXES FOR
THE FISCAL
YEAR
1997-98. CODE NO. 020-051.
ASSESSMENT
NO. 769-700-037-5.
INSTALLMENT AMOUNTS
PENALTY
DUE DATE
STATUS
1ST $214.13
$21.41
12-10-97
-PAID
2ND $214.13
$31.41
4-10-98
NOT PAID
GENERAL AND SPECIAL
PRORATED COUNTY TAXES FOR
THE FISCAL
YEAR
1997-98. CODE NO. 020-051.
ASSESSMENT
NO. 769-680-022-0.
INSTALLMENT AMOUNTS
PENALTY
DUE DATE
STATUS
1ST $214.i3
$21.41
12-10-97
PAID
2ND $214.13
$31.41
4-10-98
NOT PAID
Page 9
n
U
Order No. 2082907
GENERAL AND SPECIAL PRORATED COUNTY TAXES FOR THE FISCAL YEAR
1997-98. CODE NO. 020-051. ASSESSMENT NO. 769-680-023-1.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $214.13 $21.41 12-10-97 PAID
2ND $214.13 $31.41 4-10-98 NOT PAIL)
GENERAL AND SPECIAL PRORATED COUNTY TAXES FOR THE FISCAL YEAR
1997-98. CODE NO. 020-051. ASSESSMENT NO. 769-680-024-2.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $214.13 $21.41 12-10-97 PAID
2ND $214.13 $31.41 4-10-98 NOT PAID
GENERAL AND SPECIAL PRORATED COUNTY TAXES FOR THE FISCAL YEAR
1997-98. CODE NO. 020-051. ASSESSMENT NO. 769-680-025-3.
INSTALLMENT AMOUNTS PENALTY DUE Dh E STATUS
1ST $214.13 $21.41 12-1C-97 PAID
2ND $214.13 $31.41 4-10-98 NOT PA=
GENERAL AND SPECIAL PRORATED COUNTY TAXES = A �R THE FISCL YF=_F
1997-98. COVE NO. 0`20-051.
ASSESSMENT
NO.
7�9-680-C26-4.
INSTALLMENT AMOUNTS
PENALTY
DUE
DATE
STATUS
1ST $214.13
$21.41
12-1C-97
PAID
2ND $214.13
$31.41
4-10-98
NOT PAID
GENERAL AND SPECIAL, PRORATED
COUNTY TAXES
F.;R
THE FISCAL
YEAR
1997-98. CODE NO. 020-051.
ASSESSMENT
NO.
70'9-680-027-5.
INSTALLMENT AMOUNTS
PENALTY
DUE
DATE
STATUS
1ST $214.13
$21.41
12-10-97
PAID
2ND $214.13
$31.41
4-10-9.8
NOT PAID
GENERAL AND SPECIAL PRORATED COUNTY TAXES
FOR
THE FISCAL
Y.AR
1997-98. CODE NO. 020-051.
ASSESSMENT
NO.
769-680-028-6.
INSTALLMENT AMOUNTS
PENALTY
DUE
DATE
STATUS
1ST $214.13
$21.41
12-lC-97
PAID
2ND $214..13
$31.41
4-10-98
NOT PAID
GENERAL AND SPECIAL PRORATED COUNTY TAXES
FOR
THE FISCAL
YEAR
1997-98. CODE NO. 020-051.
ASSESSMENT
NO.
769-680-029-7.
INSTALLMENT AMOUNTS
PENALTY
DUE
DATE
STATUS
1ST $214.13
$21.41
12-10-97
PAID
2ND $214.13
$31.41
4-10-93
NOT PAID
:GENERAL AND SPECIAL PRORATED COUNTY TAXES
FOR
THE FISCAL
YEAR
1997-98. CODE NO. 020-051.
ASSESSMENT
NO.
769-680-030-7_
INSTALLMENT AMOUNTS
PENALTY
DUE
DATE
STATUS
1ST $214.13
$21.41
12-10-97
PAID
2ND $214.13
$31.41
4-10-98
NOT PAID
Page 10
Order No. 2082907
GENERAL AND
SPECIAL
PRORATED COUNTY TAXES
FOR
THE FISCAL YEAR
1997-98. CODE NO. 020-051. ASSESSMENT
NO.
769-680-031-48.
INSTALLMENT
AMOUNTS
PENALTY
DUE
DATE
STATUS
1ST $214.13
$21.41
12-10-97
PAID
2ND $214.13
$31.41
4-10-98
NOT PAID
GENERAL AND
SPECIAL..,
PRORATED COUNTY TAXES
FOR
THE FISCAL YEAR
1997-98. CODE NO. 020-051. ASSESSMENT
NO.
769-680-032-9.
INSTALLMENT
AMOUNTS
PENALTY
DUE
DATE
STATUS
1ST $214.13
$21.41
12-10-97
P AID
2ND $214.13
$31.41
4-10-98
-NOT PAID
GENERAL AND
SPECIAL
PRORATED COUNTY TAXES
FOR
THE FISCAL YEAR
1997-98. CODE NO. 020-051.
ASSESSMENT
NO.
769-680-033-0.
INSTALLMENT
AMOUNTS
PENALTY
DUE
DATE
STATUS
1ST $214.13
$21.41
12-10-97
PAID
2ND $214.13
$31.41
4-10-98
NCT PAID
GENERAL AND SPECK PRORATED COUNTY TAXES FOR :__E FISCAL YEAR
1997-98. CODE NO. 020-051. ASSESSMENT
NO. 769-68--034-1.
INSTALLMENT AMCUNTS
PENALTY
DUE DATE
STATUS
1ST $214.13
$21.41
12-10-97
PAID
2ND $214.13
$31.41
4-10-98
NOT PAID
GENERAL AND SPECIAL
PRORATED COUNTY TAXES FOR
TEE FISCAL
YEAR
1997-98. CODE NO. 020-051. ASSESSMENT
NO. 769-680-035-2.
INSTALLMENT AMOi.,-N S
PENALTY
DUE =;ATE
STATUS
1ST $214.13
$21.41
12-10-97
PAID
2ND $214.13
$31.41
4-I0-98
NOT PAID
GENERAL AND SPECIAL
PRORATED COUNTY TAXES FOR
T�E FISCAL
YEAR
1997-93. CODE NO. 020-351. ASSESSMENT
NC. 769-680-036-3
INSTALLMENT A`�IOUN7T 7
PENALTY
DUB DATE
STATUS
1ST $214.13
$21.41
12-10-97
PAID
2ND $214.13
$31.41
4-10-98
NCT PAID
GENERAL AND SPECIAL
PRORATED COUNTY TAXES FOR
THE FISCAL
YEAR
1997-98. CODE NO. 020-051. ASSESSMENT
NO. 769-680-037-4.
INSTALLMENT AMOUNTS
PENALTY
DUE DATE
STATUS
1ST $214.13
$21.41
12-10-97
PAID
2ND $211-4.13
$31.41
4-10-98
NOT PAID
GENERAL: AND SPECIAL
PRORATED COUNTY TAXES FOR
TEE FISCAL..,
YEAR
1997-98. CODE NO. 020-051.
ASSESSMENT
NO. 769-630-038-5.
INSTALLMENT AMOUNTS
PENALTY
DUE DATE
STATUS
1ST $267.93
$26.79
12-10-97
PAID
2ND $267.93
$36.79
4-10-98
NOT PAID
Page 11
Order No. 2082907
GENERAL AND SPECIAL PRORATED COUNTY TAXES FOR THE FISCAL YEAR
1997-98. CODE NO. 020-051. ASSESSMENT NO. 769-680-039-16.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $267.93 $26.79 12-10-97 PAID
2ND $267.93 $36.79 4-10-98 NOT PAID
GENERAL AND SPECIALL PRORATED COUNTY TAXES FOR THE FISCAL YEAR
1997-98. CODE NO. 020-051. ASSESSMENT NO. 769-670-032-8_
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $267.93 $26.79 12-10-97 PAID
2ND $267.93 $36.79 4-10-98 NOT PAID
GENERAL AND SPECIAL PRORATED COUNTY TAXES FOR THE FISCAL YEAR
1997-98. CODE NO. 020-051. ASSESSMENT NO. 769-670-033-9.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $267.93 $26.79 12-10-97 PAID
2ND $267.93 $36.79 4-10-98 NOT PAID
GENERAL ANT-' SPECK._- PRORATED CCUNTY TAXES FOR _Hr. FISC__= Y=AR
1997-98. CODE NO. C20-051. ASSESSMENT NO. 769-7C-038-6.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $105.09 $10.50 12-1C-97 PAID
2ND $105.09 $20.50 4-10-98 NOT PAID
3. THE LIEN OF SUPPLEMENTAL TAXES, IF ANY, ASSESSED PURSUANT TO
CHAPTER 3.5 COMMENCING WITH SECTION 75 OF THE CA=FCRNIA REVENUE
AND TAXATION CODE.
4. ASSESSMENTS, A ANY, OF THE COACHELLA VALL=Y COUNT-f' WATER
DISTRICT.
5. A RIGHT OF WAY AND EASEMENT OF THE COACHELLA VALLEY COUNTY
WATER DISTRICT, IN FAVOR OF THE PUBLIC, FOR ALL PUBLIC ROADS, AND
RIGHTS OF WAY HERETOFORE DEDICATED, ACQUIRED, RESERVED OR ACCEPTED
FOR PUBLIC USE AND ALSO ANY AND ALL PRIVATE EASEMENTS AND RIGHTS OF
WAY FOR ROADS, PIPELINES, DITCHES AND CONDUITS ON, OVER, UNDER OR
ACROSS THE HEREIN DESCRIBED PROPERTY, EXISTING FOR THE PURPOSES OF
INGRESS AND EGRESS FROM OTHER LANDS BY MEANS OF SUCH ROADS AND FOR
THE PURPOSE OF CONVEYING IRRIGATING AND DOMESTIC WATER TO SUCH
OTHER LANDS BY MEANS OF SUCH PIPELINES, DITCHES AND CONDUITS.
6. AN EASEMENT FCR THE HEREINAFTER SPECIFIC PURPCSE AND
INCIDENTAL P`u`RPOSES, IN FAVOR OF SOUTHERN PACIFIC RAILROAD COMPANY,
IN INSTRUMENT REC'CRDED MARCH 23, 1912 IN BOOK 3=7 PAGE 127 OF
DEEDS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. SAID EASEMENT IS
FOR POLE LINES, AND CANNOT BE LOCATED FROM THE RECORDS.
Page 12
0
Order No. 2082907
7. A RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE
AUTHORITY OF THE UNITED STATES, AS RESERVED IN UNITED STATES PATENT
RECORDED JULY 8, 1915 IN BOOK 5 PAGE 228 OF PATENTS RECORDS OF
RIVERSIDE COUNTY, CALIFORNIA.
8. AN EASEMENT FOR THE HEREINAFTER SPECIFIC PURPOSE AND
INCIDENTAL PURPOSES, IN FAVOR OF THE UNITED STATES OF AMERICA, IN
INSTRUMENT RECORDED DECEMBER 15, 1952 IN BOOK 1424 PAGE 200 OF
OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. SAID EASEMENT IS
FOR PIPELINES.
9. AN EASEMENT FOR THE HEREINAFTER SPECIFIC PURPOSE AND
INCIDENTAL PURPOSES, IN FAVOR OF THE UNITED STATES OF AMERICA, IN
INSTRUMENT RECORDED MAY 6, 1953 IN BOOK 1469 PAGE 52 OF OFFICIAL
RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. SAID EASEMENT _F FOR A
PIPELINES.
10. ANEASEMENT FOR THE HEREINAFTER SPECIFIC PURPOSE AND
INCIDENTAL PURPOSES, AS SHOWN ON THE MAP OF SAID TRACT. SAID
EASEMENT IS FCR PRIVATE DRAINAGE PURPOSES, AND IS 1CCATED WITHIN'
LOTS 24 AND 54.
11. THE EFFECT OF A RECITAL ON SAID `,AP WHICH STATES T-E
FOLLOWING:
BUILDERS AND DEVELOPERS WHO PURCHASE LOTS IN THE SUBDIVISION WILL
BE REQUIRED TO STATE IN THE C.C.&R.'S PASSED TO THE HOMEOWNERS
ASSOCIATION CHARGED WITH MAINTAINING THE PRIVATE STREETS THAT SAID
STREETS CO NOT MEET MINIMUM HORIZONTAL CURVE STANDARDS FOR PUBLIC
STREETS, AND THEREFORE, SHALL ALWAYS REMAIN AS PRIVATE STREETS
SUBJECT TO THE QUALITY OF MAINTENANCE PROVIDED BY THE HOMEOWNERS
ASSOCIATION.
12. THE EFFECT OF AN EASEMENT FOR THE :HEREINAFTER SPECIFIC PURPOSE
AND INCIDENTAL PURPOSES IN FAVOR OF THE CITY OF LA QUINTA, AS SHOWN
ON THE MAP OF SAID TRACT. SAID EASEMENT IS FOR INGRESS AND EGRESS
OF SERVICE AND EMERGENCY VEHICLES, AND IS LOCATED WITHIN LOT A.
13. THE EFFECT OF AN EASEMENT FOR THE HEREINAFTER SPECIFIC PURPOSE
AND INCIDENTAL PURPOSES IN FAVOR OF IMPERIAL IRRIGATION DISTRICT,
AS DEDICATED ON THE MAP OF SAID TRACT. SAID EASEMENT IS FOR THE
EXCAVATION, LAYING, CONSTRUCTION, INSTALLATION, MAINTENANCE,
OPERATION, INSPECTION, REPAIR, REPLACEMENT; AND REMOVAL OF
:ELECTRICAL LINES, WIRES, CABLES, DUCTS, SUPPORTS, FIXTURES,
FACILITIES AND APPURTENANCES, WITH THE RIGHT OF INGRESS AND EGRESS
OVER AND WITHIN SAME FOR MAINTENANCE, OPERATION, AND EMERGENCY
VEHICLES, AND IS LOCATED WITHIN THE PRIVATE STREETS SHOWN ON THIS
MAP AND AN ADDITIONAL TEN (10) FEET IN WIDTH ON BOTH SIDES OF AND
ADJACENT TO SAID STREETS.
Page 13
0
Order No. 2082907
14. THE EFFECT OF AN EASEMENT FOR THE HEREINAFTER SPECIFIC PURPOSE
AND INCIDENTAL PURPOSES, IN FAVOR OF COACHELLA VALLEY WATER
DISTRICT AS SHOWN ON THE MAP OF SAID TRACT. SAID EASEMENT IS FOR
DOMESTIC WATER AND SANITATION PURPOSES, AND IS LOCATED WITHIN LOT
A.
15. COVENANTS, CONDITIONS AND RESTRICTIONS IN DOCUMENT RECORDED
NOVEMBER 6, 1990 AS INSTRUMENT NO. 406990 OF OFFICIAL RECORDS OF
RIVERSIDE COUNTY, CALIFORNIA, BUT DELETING ANY COVENANTS,
CONDITIONS OR RESTRICTIONS INDICATING A PREFERENCE, LIMITATION OR
DISCRIMINATION BASED ON RACE, COLOR, RELIGION, SEX, HANDICAP,
FAMILIAL STATUS, OR NATIONAL ORIGIN TO THE EXTENT SUCH COVENANTS,
CONDITIONS OR RESTRICTIONS VIOLATE 42 USC 3604(C), WHICH PROVIDE
THAT A VIOLATION THEREOF SHALL NOT DEFEAT OR RENDER INVALID THE
LIEN OF ANY FIRST MORTGAGE OR DEED OF TRUST ^La -DE IN GOCD FAITH AND
FOR VALUE.
(AFFECTS PARCEL 2)
NOTE: SAID ?ACESS ARE IDENTIFIED AS AVNEXABL PRCPERTY UNDER SAID
COVENANTS, CONDI IONS AND RESTRICTIONS. SAID ':-ARC-: S :AVE NOT BEEN
AINNEXED TO SAID COVENANTS, CONDITIONS AND RESTRICTIONS.
16. AN EASEMENT FOR THE HEREINAFTER SP=CIFIC PURPOSE AND
INCIDENTAL PURPOSES, IN FAVOR OF KSL DESERT RESORTS, INC., A
DELAWARE CORPORATION, ("KSL RESORTS"), IN INSTRUMENT RECORDED
NOVEMBER 5, 1997 AS INSTRUMENT NO. 405449 OF OFFICIAL RECORDS OF
RIVERSIDE COUNTY, CALIFORNIA. SAID EASEMENT IS FOR ACCESS,
CONSTRUCTION AND OTHER EASEMENTS.
EFFECTIVE DECEMBER 16, 1996 AT 6:00 A.M., THE WIRING INSTRUCTIONS
FOR FIRST AMERICAV TITLE INSURANCE COMPANY RIVE'RSICE OFFICE ONLY:
UNION BANK OF CALIFORNIA
LOS ANGELES, CALIFORNIA
ABA 122000496
CREDIT TO FIRST AMERICAN TITLE INSURANCE COMPANY --MA-ND ACCOUNT
ACCOUNT NO. 9120049396
UNION BANK OF CALIFORNTA
1980 SATURN STREET
MONTEREY PARK, CALIFORNIA 91755
Page 14
•
Order No. 2082907
WHEN WIRING, PLEASE REFERENCE OUR TITLE ORDER NUMBER AND THE TITLE
OFFICERS NAME.
PLEASE WIRE THE DAY BEFORE RECORDING.
PLEASE NOTIFY THE TITLE OFFICER OF YOUR INTENT TO WIRE.
NOTE:
GENERAL AND SPECIAL PRORATED COUNTY TAXES FOR
THE FISCAL YEAR
1996-97. CODE NO.
020-051. ASSESSMENT
NO. 769-670-031-7.
INSTALLMENT AMOUNTS PENALTY
DUE DATE
STATUS
1ST $263.15
$26.31
12-10-96
PAID
2ND $263.15
$36.31
4-10-97
PAID
CODE NO. 020-051.
ASSESSMENT NO.
769-680-002-2.
INSTALLMENT A-MOUN-S PENALTY
DUE DATE
STATUS
1ST $212.95
$21.29
12-10-96
PAID
2ND $212.95
$31.29
4-10-97
_AID
CODE NO. 020-051.
ASSESSMENT NO.
769-680-003-3.
INSTALLMENT AMOUNTS PENALTY
JUE DATE
STATUS
1ST $212.95
$21.29
12-10-96
:AID
2ND $212.95
$31.29
1-10-97
-PAID
CODE NO. 020-051.
ASSESSMENT NO.
769-680-004-4.
INSTALLMENT AIMOUNTS PENALTY
:.UE DATE
STATUS
1ST $212.95
$21.29
12-10-96
PAID
22ND $212.95
$31.29
'_-10-97
PAID
CODE NO. 020-051.
ASSESSMENT NO.
769-680-005-5.
INSTALLMENT A-==S
PENALTY
D-,:F DATE
STATUS
1ST $212.95
$21.29
12-10-96
PAID
2ND $212.95
$31.29
4-10-97
PArD
CODE NO. 020-051.
ASSESSMENT NO.
769-680-006-6.
INSTALLMENT AMOUNTS
PENALTY
D""E DATE
STATUS
1ST $212.95
$21.29
12-10-96
PAID
2ND $212.95
$31.29
4-10-97
PAID
CODE NO. 020-051.
ASSESSMENT NO.
769-680-007-7.
INSTALLMENT AMOUNTS
PENALTY
DUE DATE
STATUS
1ST $212.95
$21.29
12-10-96
PAID
2ND $212.95
$31.29
4-10-97
PAID
Page 15
Order No. 2082907
CODE NO. 020-051. ASSESSMENT NO. 769-680-008-8.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $212.95 $21.29 12-10-96 PAID •
2ND $212.95 $31.29 4-10-97 PAID
CODE NO. 020-051. ASSESSMENT NO. 769-680-009-9.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $212.95 $21.29 12-10-96 PAID
2ND $212.95 $31.29 4-10-97 PAID
CODE NO. 020-051. ASSESSMENT NO. 769-680-010-9.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $212.95 $21.29 12-lC-96 PAID
2ND $212.95 $31.29 4-10-97 PAID
CODE NO. C20-051. ASSESSMENT NO. 769-680-Oi1-0
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $212.95 $21.29 12-10-96 PAID
2ND $212.95 $31.29 4-10-97 PAID
CODE NO. 020-051. ASSESSMENT NO. 769-680-012-1.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $212.95 $21.29 12-lC-96 PAID
2ND $212.95 $31.29 4-10-97 PAID
CODE NO. 020-051. ASSESSMENT NO. 769-680-013-2
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $212.95 $21.29 12-1C-96 PAID
2ND $212.95 $31.29 4-10-97 PAID
CODE NO. 020-051. ASSESSMENT NO. 769-680-014-3
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $212.95 $21.29 12-10-96 PAID
2ND $212.95 $31.29 4-10-97 PAID
CODE NO. 020-051. ASSESSMENT NO. 769-630-015-4
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $212.95 $21.29 12-10-96 PAID
2ND $212.95 $31.29 4-10-97 PAID
CODE NO. 020-051. ASSESSMENT NO. 769-680-016-5.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $212.95 $21.29 12-10-96 PAID
2ND $212.95 $31.29 4-10-97 PAID
CODE NO. 020-051. ASSESSMENT NO. 769-680-017-6.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $212.95 $21.29 12-10-96 PAID
2ND $212.95 $31.29 4-10-97 PAID
Page 16
Order No. 2082907
CODE NO. 020-051. ASSESSMENT NO. 769-680-018-7.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS.
1ST $212.95 $21.29 12-10-96 PAID
2ND $212.95 $31.29 4-10-97 PAID
CODE NO. 020-051. ASSESSMENT NO. 769-680-019-8.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $212.95 $21.29 12-10-96 PAID
2ND $212.95 $31.29 4-10-97 PAID
CODE NO. 020-051. ASSESSMENT NO. 769-680-020-8.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $212.95 $21.29 12-10-96 PAID
2ND $212.95 $31.29 4-10-97 PAID
CODE NO. 020-051. ASSESSMENT NO. 769-680-021-9.
INSTALLMENT AitiIOUNTS PENALTY DUE DATE STATUS
1ST $212.95 $21.29 12-10-96 PAID
2ND $212.95 $31.29 4-10-97 PAID
CODE NO. 020-051. ASSESSMENT NO. 769-700-002-3.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $212.95 $21.29 12-10-96 PAID
2ND $212.95 $31.29 4-10-97 =AID
CODE NO. 020-051. ASSESSMENT NO. 769-700-003-4.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $212.95 $21.29 12-10-96 PAID
2ND $212.95 $31.29 4-10-97 PAID
CODE NO. 020-051. ASSESSMENT NC. 769-700-004-5.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $212.95 $21.29 12-10-96 PAID
2ND $212.95 $31.29 4-10-97 PAID
CODE NO. 020-051. ASSESSMENT NO. 769-700-005-6.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $212.95 $21.29 12-10-96 PAID
2ND $212.95 $31.29 4-10-97 PAID
CODE NO. 02C-051. ASSESSMENT NO. 769-700-006-7.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $212.95 $21.29 12-10-96 PAID
2ND $212.95 $31.29 4-10-97 PAID
CODE NO. 020-051. ASSESSMENT NO. 769-700-007-8.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $212.95 $21.29 12-10-96 PAID
2ND $212.95 $31.29 4-10-97 PAID
Page 17
Order No. 2082907
CODE NO. 020-051. ASSESSMENT NO. 769-700-008-9.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $212.95 $21.29 12-10-96 PAID '
2ND $212.95 $31.29 4-10-97 PAID
CODE NO. 020-051. ASSESSMENT NO. 769-700-009-0.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $212.95 $21.29 12-10-96 PAID
2ND $212.95 $31.29 4-10-97 PAID
CODE NO. 020-051. ASSESSMENT NO. 769-700-010-0.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $212.95 $21.29 12-10-96 PAID
2ND $212.95 $31.29 4-10-97 PAID
CODE NO. 020-051. ASSESSMENT NO. 769-700-011-1.
INSTALLMENT AMOUNTS PENALTY 2 E DATE STATUS
1ST $212.95 $21.29 12-1 -96 PAID
2ND $212..I $31.29 4-10-97 PAID
CODS NO. C20-051. ASSESSMENT NC. 769-700-012-2.
INSTALLMENT AMC1T7 T S PENALTY DE DATE STA US
1ST $212.95 $21.29 12-10-96 PAID
2ND $212.95 $31.29 4-10-97 PAID
CODE NO. 020-051. ASSESSMENT NO. 769-700-013-3.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $212.95 $21.29 12-10-96 PAID
2ND 82_2.95 $31.29 4-10-97 PAID
CODE NO. 020-051. ASSESSMENT NO. 769-70C-014-4.
INSTALLMENT AM=L TS PENALTY DUE DATE STATUS
1ST $212.95 $21.29 12-10-96 PAID
2ND $212.95 $31.29 4-10-97 PAID
CODS NC. 020-051. ASSESSMENT NO. 769-700-015-5.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $212.95 $21.29 12-10-96 PAID
2ND $212.95 $31.29 _-10-97 PAID
COrE NC. 020-051. ASSESSMENT NO. 769-700-016-6.
INS -ALL- MENT AMC NTS PENALTY :UE DATE STATUS
1S7 $212.95 $21.29 12-10-96 PAID
2ND $212.95 $31.29 4-10-97 PAID
CODE NO. 020-051. ASSESSMENT NO. 769-700-017-7.
INSTAL=„TENT AMOUNTS PENALTY DUE DATE STATUS
1ST $212.95 $21.29 12-10-96 PAID
2ND $212.95 $31.29 4-10-97 PAID
Page 18
0 •
Order No. 2082907
CODE NO. 020-051. ASSESSMENT NO. 769-700-018-8.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS.
1ST $212.95 $21.29 12-10-96 PAID
2ND $212.95 $31.29 4-10-97 PAID
CODE NO. 020-051. ASSESSMENT NO. 769-700-019-9.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $212.95 $21.29 12-10-96 PAID
2ND $212.95 $31.29 4-10-97 PAID
CODE NO. 020-051. ASSESSMENT NO. 769-700-020-9.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $212.95 $21.29 12-10-96 PAID
2ND $212.95 $31.29 4-10-97 PAID
CODE NO. 020-051. ASSESSMENT NO. 769-700-021-0.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $212.95 $21.29 12-10-96 PAID
2ND $212.95 $31.29 4-10-97 T__=
CODE NO. 020-051. ASSESSMENT NO. 769-700-022-1.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $212.95 $21.29 12-10-96 PAID
2ND $212.95 $31.29 4-10-97 PAID
CODE NO. 020-051. ASSESSMENT NO. 769-700-023-2.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $212.95 $21.29 12-10-96 PAID
2ND $212.95 $31.29 4-10-97 PAID
CODE NO. 020-051. ASSESSMENT NO. 769-700-024-3.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $212.95 $21.29 12-10-96 PAID
2ND $212.95 $31.29 4-10-97 PAID
CODE NO. 020-051. ASSESSMENT NO. 769-700-025-4.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $212.95 $21.29 12-10-96 PAID
2ND $212.95 $31.29 4-10-97 PAID
CODE NO. 020-051. ASSESSMENT NO. 769-700-026-5.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $212.95 $21.29 12-10-96 PAID
2ND $212.95 $31.29 4-10-97 PAID
CODE NO. 020-051. ASSESSMENT NO. 769-700-027-6.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $212.95 $21.29 12-10-96 PAID
2ND $212.95 $31.29 4-10-97 PAID
Page 19
. • i
Order No. 2082907
CODE NO. 020-051. ASSESSMENT NO. 769-700-028-7.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS -
1ST $212.95 $21.29 12-10-96 PAID
2ND $212.95 $31.29 4-10-97 PAID
CODE NO. 020-051. ASSESSMENT NO. 769-700-029-8.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $212.95 $21.29 12-10-96 PAID
2ND $212.95 $31.29 4-10-97 PAID
CODE NO. 020-051. ASSESSMENT NO. 769-700-030-8.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $212.95 $21.29 12-13-96 PAID
2ND $212.95 $31.29 4-10-97 PAID
CODE NO. 023-051. ASSESSMENT NO. 769-700-031-9.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $212.95 $21.29 12-10-96 PAID
2ND $212.95 $31.29 4-10-97 PAID
CODE NO. 023-351. ASSESSMENT NO. 769-700-032-0.
INSTALLMENT' AMOUNTS PENALTY DUE DATE STATUS
1ST $212.95 $21.29 12-10-96 PAID
2ND $212.95 $31.29 4-10-97 PAID
CODE NO. 020-051. ASSESSMENT NO. 769-700-033-1.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $212.95 $21.29 12-lC-96 PAID
2ND $212.95 $31.29 4-10-97 PAID
CODE NO. 02D-051. ASSESSMENT NO. 769-700-034-2.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $212.95 $21.29 12-10-96 PAID
2ND $212.95 $31.29 4-10-97 PAID
CODE NC. 02 -051. ASSESSMENT NO. 769-700-035-3.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $212.95 $21.29 12-10 96 PAID
2ND $212.95 $31.29 4-10-97 PAID
CODE NO. 02 -051. ASSESSMENT NO. 769-700-036-4.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $212.95 $21.29 12-10-96 PAID
2ND $212.95 $31.29 4-10-97 PAID
CODE NO. 020-051. ASSESSMENT NO. 769-700-037-5.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $212.95 $21.29 12-10-96 PAID
2ND $212..95 $31.29 4-10-97 PAID
Page 20
•
•
Order No. 2082907
CODE NO. 020-051. ASSESSMENT NO. 769-680-022-0.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS.
1ST $212.95 $21.29 12-10-96 PAID
2ND $212.95 $31.29 4-10-97 PAID
CODE NO. 020-051. ASSESSMENT NO. 769-680-023-1.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $212.95 $21.29 12-10-96 PAID
2ND $212.95 $31.29 4-10-97 PAID
CODE NO. 020-051. ASSESSMENT NO. 769-680-024-2.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $212.95 $21.29 12-10-96 PAID
2ND $212.95 $31.29 4-1C-97 PAID
CODE NO. 020-051. ASSESSMENT NO. 769-680-025-3.
INSTALLMENT AMOUNTS PENALTY DI)E DATE STATUS
1ST $212.95 $21.29 12-1C-96 PAID
2ND $212.95 $31.29 10-97 PAID
CODE NO. 020'-051. ASSESSMENT NO. 769-680-026-4.
INSTALLMENT AMOUNTS PENALTY DUE -ATE STATUS
1ST $212.95 $21.29 12-1C-96 PAID
2ND $212.95 $31.29 4-10-97 PAI
CODE NO. 020-051. ASSESSMENT NO. 769-683-027-5.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $212.95 $21.29 12-10-96 PAID
2ND $212.95 $31.29 4-10-97 PAID
CODE NO. 020-051. ASSESSMENT NO. 769-680-028-6.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $212.95 $21.29 12-10-96 PAID
2ND $212.95 $31.29 7 PAID
CODE NO. 020-051. ASSESSMENT NO. 769-680-029-7.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $212.95 $21.29 12-10-96 PAID
2ND $212.95 $31.29 4-10-97 PAID
CODE NO. 020-051. ASSESSMENT NO. 769-680-030-7.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $212.95 $21.29 12-10-96 PAID
2ND $212.95 $31.29 4-10-97 PAID
CODE NO. 020-051. ASSESSMENT NO. 769-680-031-8.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $212.95 $21.29 12-10-96 PAID
2ND $212.95 $31.29 4-10-97 PAID
Page 21
Order No. 2082907
CODE NO. 020-051. ASSESSMENT NO. 769-680-032-9.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS•
1ST $212.95 $21.29 12-10-96 PAID
2ND $212.95 $31.29 4-10-97 PAID
CODE NO. 020-051. ASSESSMENT NO. 769-680-033-0.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $212.95 $21.29 12-10-96 PAID
2ND $212.95 $31.29 4-10-97 PAID
CODE NO. 020-051. ASSESSMENT NO. 769-680-034-1.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $212.95 $21.29 12-10-96 PAID
2ND $212.95 $31.29 4-10-97 PAID
CODE NO. 020-051. ASSESSMENT NO. 769-680-035-2.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $212.95 $21.29 12-10-96 PAID
2ND $212.95 $31.29 4-10-97
CODE NO. 020-051. ASSESSMENT NO. 769-680-036-3
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $212.95 $21.29 12-10-96 PAID
2ND $212.95 $31.29 4-10-97 ?AID
CODE NO. 020-051. ASSESSMENT NO. 769-680-037-4.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $212.95 $21.29 12-10-96 PAID
2ND $212.95 $31.29 4-10-97 PAID
CODE NO. 020-051. ASSESSMENT NO. 769-680-038-5.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $278.15 $27.81 12-10-96 RAID
2ND $278.15 $37.81 4-10-97 PAID
CODE NO. 020-051. ASSESSMENT NO. 769-680-039-6.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $212.95 $21.29 12-10-96 PAID
2ND $212.95 $31.29 4-10-97 PAID
CODE NO. 020-051. ASSESSMENT NO. 769-670-032-8.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $263.15 $26.31 12-10-96 PAID
2ND $263.15 $36.31 4-10-97 PAID
CODE NO. 020-051. ASSESSMENT NO. 769-670-033-9.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS
1ST $263.15 $26.31 12-10-96 PAID
2ND $263.15 $36.31 4-10-97 PAID
Page 22
•
Order No. 2082907
CODE NO. 020-051. ASSESSMENT NO. 769-700-038-6.
INSTALLMENT AMOUNTS PENALTY DUE DATE STATUS.
1ST $199.45 $19.94 12-10-96 PAID
2ND $199.45 $29.94 4-10-97 PAID
NOTE:
COPIES OF THIS PRELIM WERE SENT TO:
NOS CONSULTING
17320 REDHILL AVENUE, SUITE 320
IRVINE, CALIFORNIA 92714
ATTENTION: CHRIS BERGH
KSL LAND CORPORATION
AND
KSL
ATTENTION: 3AR24RA LARSH
PLAT ATTACHED/KM/MM
Page 23
•
MEMORANDUM:
Order No. 2082907
THE INFORMATION HEREIN SET FORTH IS SUPPLEMENTAL TO PRELIMINARY
REPORT NO. (ABOVE REFERRED TO), AND IS MADE A PART THEREOF.
ACCORDING TO THE PUBLIC RECORDS, THERE HAVE BEEN NO DEEDS -CONVEYING
THE PROPERTY DESCRIBED IN THIS REPORT RECORDED WITHIN A PERIOD OF
SIX MONTHS PRIOR TO THE DATE OF THIS REPORT, EXCEPT AS FOLLOWS:
NONE
Page 24
NOTICE
In accordance with Sections 18805 and 26131 of the Revenue and Taxation Code,' a buyer may
be required to withhold an amount equal to three and one-third percent of the sales price in the
case of the disposition of California real property interest by either:
1. A seller who is an individual with a last known street address outside of
California or when the disbursement instructions authorize the proceeds be sent to a
financial intermediary of the seller, OR
2. A corporate seller which has no permanent place of business in California.
The buyer may become subject to penalty for failure to withhold an amount equal to the
greater of 10 percent of the amount required to be withheld or five hundred dollars
(S500).
However, notwithstanding any other provision included in the California statutes
referenced above, no buyer will be required to withhold any amount or be subject to
penalty for failure to withhold if:
1. The sales price of the California real property conveyed does not exceed one
hundred thousand dollars (S100,000), OR
2. The seller executes a written certificate, under the penalty of perjury. certifying
that the seller is a resident of California, or if a corporation. has a permanent place of
business in California, OR
3. The seller, who is an individual, executes a written certificate, under the penalty
of perjury, that the California real property being conveyed is the seller's principal
residence (as defined in Section 1034 of the Internal Revenue Code).
The seller is subject to penalty for knowingly filing a fraudulent certificate for the
purpose of avoiding the withholding requirement.
The California statutes referenced above include provisions which authorize the Franchise
Tax Board to grant reduced withholding and waivers from withholding on a case -by -case
basis.
The parties to this transaction should seek an attorneys, accountants, or other tax
specialist's opinion concerning the effect of this law on this transaction and should not
act on any statements made or omitted by the escrow or closing officer.
ADDENDUM TO EXHIBIT A
LIST OF PRINTED EXCEPTIONS AND EXCLUSIONS (By Policy Type)
11. A.MERICAN LAND TITLE ASSOCIATION RESIDENTIAL TITLE INSURANCE POLICY-1987
WITH EAGLE PROTECTION ADDED
EXCLUSIONS
In addition to die Exceptions in Schedule B: you are not insured against loss, costs, attorneys' fees and expenses resulting from:
Governmental police power, and the existence or violation of any law or government regulation. This includes building and zoning ordinances and also laws aril
regulations concerning:
land use land division
improvements on the land environmental protection
This exclusion does not apply to violations or the enforcement of these matters which appear in the public records at Policy Date.
This exclusion does not limit the zoning coverage described in items 12c and d, and 1= and 18 of Covered Tide Risks.
The right to take the land by condemning it. unless
a notice of exercising the right appears in the public records on the Policy Date: or
the taking happened prior to the Policy Date and is binding on 1.ou :f ou ~ought the land .k ithout knowing if the taking
Title Risks:
that are created, allowed, or agreed to by you:
that are known to you, but not to us, on the Policy Date - unless they appeared in the public records:
that result in no loss to you; or
that first affect your title after the Policy Dace -this does not limit the :overage in items _b. 8. 17 and 19 of Covered Title Risks
Failure to pay, value for your title.
Lack of a n_ghr
to any land outside the area specifically described and referred to in Item 3 of Schedule A, or
in streets, allevs, or waterways that touch your land
This exclusion does not limit the coverage in Items 5 and 12a of Covered Title Risks.
12. AMERICAN LAND TITLE ASSOCIATION LOAM POLICY - 1992 WITH A.L.T.A.
ENDORSEMENT FORM 1 COVERAGE �VITH EAGLE PROTECTION ADDED
EXCLUSIONS FROM COVERAGE
The following matters are expressly excluded from the coverage of this policy and the Company will not pay loss or damage, costs, attorneys' fees or expenses .y hich arise by
reason of
(a) Any law. ordinance or governmental regulation (including but not limited to building and zoning laws, ordinances, or regulaiionsi restricting. regulating,
prohibiting or relating to (i) the occupancy. use. or enjoyment of the land: (it) the character• dimensions or location of any improvement now or hereafter
erected on the land: (iii) a separation in ownership or a change in the dimensions or area of the land or any parcel of which the land is or was a part: or
i iv i environmental protection, or the effect of any violation of these laws, ordinances or governmental regulations, except to the extent that a notice of the
enforcement thereof or a notice of a defect, lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the
Public Records at Date of Policy. This exclusion does not limit the coverage provided under insuring provisions 14, 15, 16 and -4 of this policy.
ibi Any governmental police power not excluded by (a) above, except to the extent that a notice of the exercise thereof or a notice of a defect, lien or
encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the Public Records at Date of Policy. This exclusion
does not limit the coverage provided under insuring provisions 14. 15. 16 and 24 of this policy.
Rights of eminent domain unless notice of the exercise thereof has been recorded in the Public Records at Date of Policy, but not excluding from coverage
any taking which has occurred prior to Date of Policy which would be binding on the rights of a purchaser for value without Knowledge.
Defects, liens, encumbrances, adverse claims or other matters:
(a) created, suffered, assumed or agreed to by the Insured Claimant:
(b) nor known to the Company, not recorded in the Public Records at Date of Policy, but known to the Insured Claimant and not disclosed in writing to the
Company by the Insured Claimant prior to the date the Insured Claimant became an Insured under this policy:
(c) resulting in no loss or damage to the Insured Claimant;
rd) attaching or created subsequent to Date of Policy(this paragraph (d) does not limit the coverage provided under insuring provisions 7. 8, 16, 17, 19, 10.
21, 23, 24 and 25); or
(e) resulting in loss or damage which would not have been sustained if the Insured Claimant had paid value for the Insured Mortgage.
Unenforceabiliry of the lien of the insured mortgage because of the inability or failure of the insured at Date of Policy, or the inability or failure of aw,
subsequent owner of the indebtedness, to comply with applicable doing business laws of the state in which the Land is situated.
Invalidity or unenforceabiliry of the lien of the Insured Mortgage, or claim thereof, which arises out of the transaction evidenced by the Insured Jfort¢aee
and is based upon. `
(a) usury, except as provided under insuring provision 10 of this policy; or
(b) any consumer credit protection or truth in lending law.
6 Taxes or assessments of any taxing or assessment authority which become a lien on the land subsequent to Date of Policy.
Amy claim. which arises out of the transaction creating die interest of the mortgage insured by this policy, by reason of the operation of federal bankruptcy, state
insolvency, or similar creditors' rights laws, that is based on:
(a) the transaction creating the interest of the insured mortgage being deemed a fraudulent conveyance or fraudulent transfer; or
(b) the subordination of the interest of the insured mortgagee as a result of the application of the doctrine of equitable subordination: or
(c) the transaction creating the interest of the insured mortgagee being deemed a preferential transfer except where the preferential transfer results from :he
failure:
0) to timely record the instrument of transfer: or
00 of such recordation to impart notice to a purchaser for value or a judgment or lien creditor.
Anv claim of invalidity, unenforceabiliry or lack of priority of the lien of the Insured Mortgage as to advances or modifications made after the Insured has Knowledge
that the vestee shown in Schedule A is no longer the owner of the estate or interest covered by this policy. This exclusion does not limn the coverage prop rded under
insuring provision 7.
9 Lack. of priority of the lien of the Insured Mortgage as to each and every ads ante made after Date of Policy. and all interest charged diereon. ,,� er liens, ancumhrat:es
and other matters affecting tide. the existence of which are Known to the Insured at:
(a) The time of the advance: or
(bi The time a modification is made to the terms of the insured Mortgage which changes the rate of interest charged. if the rare of interest is greater as a result
of the modification than it would have been before the modification.
Thus exclusion does not limit the .:oseraee provided under insuring provision 7.
SCHEDULE B
I'h:, policy does not insure against loss or damage (and the Company will not pay costs. attorneys' fees or expenses which arise by reason ot-
I Em rronmental protection liens provided for by the following existing statutes. which liens will have priority over the lien of the Insured 1lortgagt when rhes arse:
NONE.
B. AMERICAN LA.ti-D TITLE ASSOCIATION LOAN POLICY - 1992
INITH EAGLE PROTECTION ADDED
«TTH REGIONAL EXCEPTIONS
«hen the American Land Title Association policy with EAGLE Protection Added is used as a Standard Coverage Policy and not as an Extended Coverage Policy the cxclustons
;er forth in paragraph 12 above are used and the following exceptions to coverage appear in the policy.
SCHEDULE B
Thu policy does not insure against loss or damage (and the Corri will not pay costs, attorneys' fees or expenses) which arise by reason of
Part One:
l Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real propem or h� the public
records.
Any facts, rights interest, or claims which are not shown by the public records but which could be ascertained by an inspection of said land or b% making inquiry
of persons in possession thereof.
3 Easements, claims or easement or encumbrances which are not shown by the public records.
4. Discrepancies, conflicts in boundary lines, shortage in area. encroachments, or any other facts which a correct survey would disclose, and which are not shown by
public: records.
5. Unpatented mining claims; reservations or exceptions in patents or in Acts authorizing the issuance thereof; water rights, claims or title to water.
6. Any lien, or right to a lien, for services, labor or material theretofore or hereafter furnished, imposed by law and not shown by the public records.
Part Two:
i . Environmental protection liens provided for by the following existing statutes, which liens will have priority over the lien of the Insured Mortgage when they arise:
NONE
TRANSMITTAL MEMO
TO: CITY MANAGER
PARKS DEPARTMENT
BUILDING & SAFETY
CODE ENFORCEMENT
FIRE MARSHAL
\. hAetrcc.rs
`� PUBLIC WORKS DEPARTMENT
JERRY HERMAN
PLANNING MANAGER
SHERIFFS DEPARTMENT
FROM: COMMUNITY DEVELOPMENT DEPARTMENT - STAN SAWA
DATE: UVor ! 3.1GA45
SUBJECT: PROJECT REVIEW
CASE:
k.-SL
#A ho 4wook, amvow%ka *;, se G6. 'R.0
PLEASE REVIEW AND PROVIDE ANY COMMENTS YOU MAY HAVE
ON THE ATTACHED TI'EM BY IMAr..-1 o r QSAg?
COIVEVIENTS:
tmns.004