LLA 1998-287City of L&Quinta
Community Development Department
78-495 Calle Tampico
OrTnt
La Quinta, California 92253
(760) 777-7125 FAX: (760) 777-7155
OFFICE USE ONLY
Case No. `/,? 1 .
Date Recvd. c:�? la
Fee:
Related Apps:
APPLICATION FOR LOT LINE ADJUSTMENT APPROVAL
LOT LINE ADJUSTMENT applications are reviewed and approved by the Community Development Director
pursuant to Chapter 13.32 of the Subdivision Regulations. The purpose of the review is to allow reconfiguration of
two or more adjoining lots into sizes or shapes appropriate for desired uses and in compliance with Municipal Code
requirements.
: : : : : : : : : : : : : :
......................................................................................
APPLICANT WASHINGT_ON - 1 1 1 , LIT),
--
(Print)
MAILING ADDRESS _42600 Cook at, Ste 205 __Phone No. ( 7 1 4) 6 31- 3 5 5 9
CITY. STATE. ZIP Palm Desert. CA 92211 Fax No. (; i i) 5 1 Q i 2 a n
*Owner "Aaune: �,n
�� HTN TON-1 1 j T Tn
WAS�
Address: 42600 Cook St. Ste. 205
Palm Desert. CA 9 211 Phone: (714)631-�559
("City) (State) (Zip)
*Owner "B" Name:_ WASHINGTON-1 1 1 , LTD.
Address: 42600 Cook St Ste 205
Palm Desert CA 92211 Phone: (714) 631-3559
(City) (State) (Zip)
*Owner "C" Name: WASHINGTON-1 1 1 , LTD
Address:- 4260 0 cook 4 t Q t e 205
Palm Desert, CA 92211 Phone: (714) 631-3559
(City) (State) (Zip)
*Attach sheet for additional owners
PROPERTY DATA
Property A:
Property B
Propeml C
Assessors Parcel Number:6 4 3- 0 2 0- 018 • 6 4 3- 0 2 0- 0 2 0
Street Address (if aarv):
Assessors Parcel Number:6 4 3- 0 2 0- 017
Street Address (if anv): _
Assessor's Parcel Number:
Street Address (if any): —
DESCRIPTION OF ADJUSTMENT REQUESTED: SEE ATTACHED EXHIBIT "A""
A 16:LLA 1-7/ 16/97 Appvd 1 /6/98 cdi
REASONFORREQUEST: To, MUST EASTERLY LINE OF INSA&ENT NO. 249234,
Pvr.nunFn OCT. 16, 199.7
APPLICABILITY
The following criteria must be met to approve a lot line adjustment:
❑ The adjustment shall not create a greater number of parcels than originally existed.
❑ The resulting parcels shall conform with City Zoning and Building Codes.
❑ The adjustment shall not cause existing uses or improvements of the property to be out of compliance with anv
provision of the City Codes.
MINIMUM SUBMISSION REQUIREMENTS:
❑ Existing grant deeds or title reports for all affected parcels.
❑ An acceptable legal description of each existing parcel and a metes and bounds description of each new parcel proposed.
❑ Closing calculations for each new parcel proposed.
❑ Original, unrecorded Grant Deeds for each new parcel with the following:
❑ State on the Grant Deed when all affected parcels are under one ownership.
GRANT DEED
FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged
Owner A
hereby GRANTS to
Owner A
the real property in the City of La Quinta
County of Riverside State of California, described as
(Property Description)
See Exhibits A and B attached hereto and by reference made a part hereof.
NOTE: This grant deed implements the revised lot configurations pursuant to Line Line Adjustment - as
approved by the City of La Quinta. All property subject to this lot line adjustment is owned by a single
entity, hence ownership conveyance is a nonessential secondary function of this deed. The primary
function of the deed is to provide constructive notice of the revised lot configurations pursuant to
Government Code Section 66512 (d), and to perfect the intent of the Lot Line Adjustment as
approved.
❑ State on Grant Deed when affected parcels are under multiple ownership:
GRANT DEED
FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged,
Owner A
hereby GRANTS to
Owner B
the real property in the City of La Quinta
County of Riverside State of California, described as
(Property Description)
that portion of land in Lot A which is overlaid by the reconfigured shap
made a part hereof.
e
1-7/ 16/97
Appvd 1/6/98 cdi
GRANT DEED i
FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged,
Owner B
hereby GRANTS to
nwner A
the real property in the City of La Quinta
County of Riverside State of California, described as
(Property Description)
that portion of land in Lot B which is overlaid by the reconfigured shape of Lot A pursuant to LLA
approved by the City of La Quinta. The reconfigured lots are described in Exhibits A and B attached hereto and
made a part hereof.
NOTE: This grant deed perfects the intent of Lot Line Adjustment - as approved by the City of La Quinta.
0 Attached to the Grant Deeds shall be Exhibits A and B. a metes and bounds legal description of the new parcels and
a plat (8%:" x I I"') of the new parcels, respectively (see attached sample Exhibits A and B).
0 If structures or other improvements exist on the affected parcel(s), provide separate plot plan showing dimensioned
location in relation to new property lines.
0 Filing fee for Lot (Line Adjustment. If filing multiple applications, the most expensive application will be charged full
fee, with remaining related applications discounted 50% for each. If the nunber of lots adjusted exceeds two, then a
Public Works Department plan check fee of $50.00 per lot (over two lots) shall be paid in addition to Lot Line
Adjustment fee.
4. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4- . . 4- . . . .
. �,.. ..,.....,..,..�..,..;..,.
DATE ..✓�,.
SIGNATURE OF APPLICANT1,��-`-
NAME OF APPLICANT ✓ i � "� �� '`
,(Print)
�
SIGNATURE OF PROPERTY OWNS '�A"
IF NOT SAME AS APPLICANT: e' �. ! _ ' = '� _. DATE
NAME OF OWNER _ c DATE
SIGNATURE OF PROPERTY OWNER "B"
IF NOT SAME AS APPLICANT: DATE
DATE
NAME OF OWNER _
(Print)
SIGNATURE OF PROPERTY OWNER "C"
IF NOT SAME AS APPLICANT:
NAME OF OWNER
(Print)
DATE
DATE
(Separate written authority by owner to submit application may he provided)
I hereby certify that all information contained in this application, including all plans and materials required
by the (:ity's application submission requirements, is, to the best of my knowledge, true and correct. FALSE
OR MISLEADING INFORMATION ('IVEN IN THIS APPLICATION SHALL BE C�KOUNUS FOR
DENYING APPLI('LkTION. I hereby grant the City authority to enter onto the property to conduct site
inspections and to post required public notices.
1-7/16/97
Appvd 1/6/98 cdi
PARDUE, CANWELL & ASSAIATES, INC.
PLANNING • ENGINEERING • SURVEYING
LETTER OF TRANSMITTAL
CITY OF LA QUINTA
PLANNING DEPT
Attn
We are transmitting herewith:
Date: 06/10/98
W.O.: 145-1
Project: Washington Square
From: Hayward Pardue
Lot line adjustment Application Package inc:
Application, grant deed with exhibits, closure calculations, checking fee of $350
At the request of:
Remarks:
Please expedite as possible
Copies to:
By way of:
Hand delivered
1 51 KALMUS DR., 0-230 • COSTA MESA, CA 92626 • PHONE (7 1 4) 241 -3400 • FAX (7 1 4) 241 -3432
Lo,� •c
V S
TRANSMITTAL MEMO
OF THE
TO:
FROM:
DATE:
_CITY MANAGER
PARKS DEPARTMENT
BUILDING & SAFETY
CODE ENFORCEMENT
_FIRE MARSHAL
\
114 PUBLIC WORKS DEPARTMENT
JERRY HERMAN
PLANNING MANAGER
SHERIFFS DEPARTMENT
COMMUNITY DEVELOPMENT DEPARTMENT - STAN SAWA
-SU-vUL lGt , L�`r3
SUBJECT: PROJECT REVIEW
CASE:
U
elf 9 =26-1
PLEASE REVIEW AND PROVIDE ANY CON MFNTS YOU MAY HAVE
ON THE ATTACHED ITEM BY �� �/ 3 1 G.a165
CON MENTS:
tmns.004
a
0 Fire COPY
78-495 CALLE TAMPICO — LA QUINTA, CALIFORNIA 92253 - (760) 777-7000
FAX (760) 777-7101
June 26, 1998 TDD (foul 777-122f
Mr. Jack Franks
Washington-111, LTD.
42600 Cook Street
Palm Desert, Calif. 92211
SUBJECT: Approval of Lot Line Adjustment 98-287 (Washington Square)
Dear Mr. Franks,
Your request for Lot Line Adjustment 98-287 has been approved. Please have the
enclosed Grant Deeds 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 lot line adjustment:
Should you have any questions, please call me at (760) 777-7064.
Very truly yours,
JERRY HERMAN
COMMUNITY DEVELOPMENT DIRECTOR
5�A-. rt) ► G3a�rTl�
STAN B. SAWA
Principal Planner
sbs
Attachment
c: Hayward. Pardue, Pardue, Cornell & Associates
Hector Guzman, Public Works Department
c:\Itr appr Ila 98-287
MAILING ADDRESS — P.O. BOX 1504 — LA QUINTA, CALIFORNIA 92253 41`
17
78-495 CALLE TAMPICO — LA QUINTA, CALIFORNIA 92253 — (760) 777-7000
F 1 t+� FAX (760) 777-7101
June 26, 1998 TDD (760) 777-1227
County Recorder
County of Riverside
Post Office Box 751
Riverside, Calif. 92502
SUBJECT: Recording of Lot Line Adjustment 98-287
Dear Sir:
The City of La Quinta has approved the above noted Lot Line Adjustment. Please allow
its recording as presented by Mr. Jack Franks 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:\Itr rec Ila 98-287
MAILING ADDRESS — P.O. BOX 1504 — LA QUINTA, CALIFORNIA 92253
•
WHEN RECORDED MAIL TO:
Pardue, Cornwell & Associates
151 Kalmus Drive
Suite C-230
Costa Mesa, CA 92626
MAIL TAX STATEMENTS TO:
Washington-111, LTD.
42600 Cook Street, Suite 205
Palm Desert, Ca. 92211
SPACE ABOVE THIS LINE FOR RECORDER'S USE
DOCUMENTARY TRANSFER TAX $ 0
......Computed on the consideration or value of property conveyed; OR
......Computed on the consideration or value less liens or encumbrances
remaining at time of sale.
Signature of Declarant or Agent determining Tax — Firm Name
GRANT DEED
APN 643-020-018
FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged,
Washington - 111, LTD, A California Limited Partnership
hereby GRANT(S) to:
Washington - 111, LTD, A California Limited Partnership
the real property in the City of La Quinta
County of Riverside
Dated
643-020-020
, State of California, described as
See Attached Exhibit "A" and `B"
This Deed reflects Lot Line Adjustment No. 98- 287 As approved by the City of La Quinta
STATE OF C,
COUNTY OF
SS.
uetore me,
personally appeared nil
(or proved to me o the basis of satisfactory
evidence) to be the person whose namJQ/./e subscri ed to the
within instrument an acknowledged to me that &sVe/ttk executed
the same in hi /their authorized capacity(ye4), and that bytgi 4/th4
signature(,4 on the instrument the person(sl or the entity upon behalf of
which the personV acted, executed the instrument.
Washington - 111 LTD A California
Limited Partnership
KRISTIE M. HERNANDEZ
Commission # 1168013
= Notary public - Colifomic
Orange County
My Comm. Expires Jon 8, 2002
WITNESS my hand and official seal.
Signature J4 1 � (This area for official notarial seal)
MAIL TAX STAT MENTS AS DIRECTED ABOVE
LOT LINE ADJUSTMENT 98-287
EXHIBIT "A'
PARCEL 1:
THAT PORTION OF THE NORTHEAST QUARTER OF SECTION 30 TOWNSHIP 5 SOUTH,
RANGE 7 EAST, SAN BERNARDINO MERIDIAN, IN THE CITY OF LA QUINTA, COUNTY OF
RIVERSIDE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHEASTERLY CORNER OF THAT CERTAIN PARCEL OF LAND
DESCRIBED AS PARCEL 1 IN DEED RECORDED ON JULY 16, 1997 AS INSTRUMENT NO.
249234, OF OFFICIAL RECORDS, RECORDS OF SAID COUNTY; THENCE ALONG THE
SOUTHERLY BOUNDARY OF SAID NORTHEAST QUARTER AND ALONG THE
BOUNDARIES OF SAID CERTAIN PARCEL OF LAND AS FOLLOWS: SOUTH 89°29'55'WEST
234.66 FEET TO A POINT IN A NON- TANGENT CURVE CONCAVE SOUTHERLY AND
HAVING A RADIUS OF 636.00 FEET A RADIAL OF SAID CURVE TO SAID POINT BEARS
NORTH 18052'OT EAST; THENCE WESTERLY ALONG SAID CURVE THROUGH A CENTRAL
ANGLE OF 19022'12' A DISTANCE OF 215.01 FEET; THENCE TANGENT TO SAID CURVE
SOUTH 89029'55' WEST 579.00 FEET TO THE BEGINNING OF A TANGENT CURVE
CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 564.00 FEET; THENCE
NORTHWESTERLY ALONG SAID LAST MENTIONED CURVE THROUGH A CENTRAL ANGLE
OF 19045'53' A DISTANCE OF 194.56 FEET; THENCE TANGENT TO SAID CURVE NORTH
70044'12" WEST 172.43 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE
SOUTHERLY AND HAVING A RADIUS OF 638.00 FEET; THENCE WESTERLY ALONG SAID
LAST MENTIONED CURVE THROUGH A CENTRAL ANGLE OF 19040'55' A DISTANCE OF
218.48 FEET; THENCE TANGENT TO SAID LAST MENTIONED CURVE SOUTH 89034'53"
WEST 221.32 FEET; THENCE NORTH 45023'00" WEST 33.26 FEET; THENCE NORTH
00023'00' WEST 61.78 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE
WESTERLY AND HAVING A RADIUS OF 2760.00 FEET; THENCE NORTHERLY ALONG SAID
LAST MENTIONED CURVE THROUGH A CENTRAL ANGLE OF 6048'04" A DISTANCE OF
327.62 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND
HAVING A RADIUS OF 2640.00 FEET; THENCE NORTHERLY ALONG SAID REVERSE
CURVE THROUGH A CENTRAL ANGLE OF 6048'04' A DISTANCE OF 313.37 FEET; THENCE
TANGENT TO SAID LAST MENTIONED CURVE NORTH 00023'00" WEST 925.44 FEET TO
THE BEGINNING OF A TANGENT CURVE CONCAVE WESTERLY AND HAVING A RADIUS
OF 2060.00 FEET; THENCE NORTHERLY ALONG SAID LAST MENTIONED CURVE
THROUGH A CENTRAL ANGLE OF 0047'00" A DISTANCE OF 28.16 FEET; THENCE NORTH
52024'17' EAST 28.28 FEET TO A POINT IN NON -TANGENT CURVE CONCAVE
SOUTHWESTERLY AND HAVING A RADIUS OF 256.00 FEET, A RADIAL OF SAID CURVE TO
SAID POINT BEARS NORTH 1502T42" EAST; THENCE SOUTHEASTERLY ALONG SAID
LAST MENTIONED CURVE THROUGH A CENTRAL ANGLE OF 33018'37" A DISTANCE OF
148.83 FEET„ THENCE TANGENT TO SAID CURVE SOUTH 41 °13'41' EAST 373.22 FEET;
THENCE NORTH 48047'03' EAST 498.65 FEET; THENCE SOUTH 86012'42' EAST 35.35 FEET
TO A POINT IN THE SOUTHWESTERLY BOUNDARY OF STATE HIGHWAY NO. 111 AS
DESCRIBED IN INSTRUMENT NO. 31462 ON APRIL 5, 1968, OF SAID OFFICIAL RECORDS;
THENCE ALONG SAID SOUTHWESTERLY BOUNDARY SOUTH 41012'2T EAST 1014.30
FEET TO THE BEGINNING OF A TANGENT CURVE THEREIN CONCAVE NORTHEASTERLY
AND HAVING A RADIUS OF 2555.00 FEET; THENCE SOUTHEASTERLY ALONG SAID LAST
MENTIONED CURVE THROUGH A CENTRAL ANGLE OF 12033'00" A DISTANCE OF 559.65
FEET TO THE NORTHEASTERLY CORNER OF SAID PARCEL 1; THENCE CONTINUING
SOUTHEASTERLY ALONG SAID LAST MENTIONED CURVE THROUGH A CENTRAL ANGLE
OF 7005'42" A DISTANCE OF 316.39 FEET; THENCE SOUTH 23°0326' WEST 309.88 FEET;
THENCE SOUTH 00020'51' EAST 214.45 FEET TO A POINT IN THE SOUTHERLY LINE OF
SAID NORTHEAST QUARTER DISTANT NORTH 89029'55' EAST THEREON 141.58 FEET
FROM THE POINT OF BEGINNING; THENCE ALONG SAID SOUTHERLY LINE SOUTH
89029'55" WEST 141.58 FEET TO THE POINT OF BEGINNING. -
EXCEPTING THEREFROM THAT PORTION THEREOF WHICH LIES WITHIN THAT CERTAIN
PARCEL OF LAND DESCRIBED AS PARCEL 2 IN DEED RECORDED ON JULY 18, 1997 AS
INSTRUMENT NO.249234, OF SAID OFFICIAL RECORDS.
CONTAINING 46.57 ACRES MORE OR LESS.
PARCEL 2:
THAT PORTION OF THE NORTHEAST QUARTER OF SECTION 30 TOWNSHIP 5 SOUTH,
RANGE 7 EAST, SAN BERNARDINO MERIDIAN, IN THE CITY OF LA QUINTA, COUNTY OF
RIVERSIDE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEASTERLY CORNER OF THAT CERTAIN PARCEL OF LAND
DESCRIBED AS PARCEL 1 IN DEED RECORDED ON JULY 16, 1997 AS INSTRUMENT NO.
249234, OF OFFICIAL RECORDS, RECORDS OF SAID COUNTY SAID NORTHEASTERLY
CORNER ALSO BEING A POINT IN THAT CERTAIN 2555.00 FOOT RADIUS CURVE IN THE
SOUTHWESTERLY BOUNDARY OF STATE HIGHWAY NO. 111 AS DESCRIBED IN
INSTRUMENT NO. 31462 ON APRIL 5, 1958, OF SAID OFFICIAL RECORDS, A RADIAL OF
SAID CERTAIN CURVE TO SAID POINT BEARS SOUTH 38014'32' WEST; THENCE
SOUTHEASTERLY ALONG SAID CERTAIN CURVE THROUGH A CENTRAL ANGLE OF
7°05'42" A DISTANCE OF 316.39 FEET TO THE 'TRUE POINT OF BEGINNING"; THENCE
SOUTH 2300326' WEST 309.88 FEET; THENCE SOUTH 00020'51' EAST 214.45 FEET TO A
POINT IN THE SOUTHERLY LINE OF SAID NORTHEAST QUARTER DISTANT NORTH
89029'55' EAST THEREON 141.58 FEET FROM THE SOUTHEASTERLY CORNER OF SAID
PARCEL 1; THENCE ALONG SAID SOUTHERLY NORTH 89029'55'EAST 457.34 FEET TO A
POINT IN A LINE PARALLEL WITH AND 55.00 FEET WESTERLY, MEASURED AT RIGHT
ANGLES, FROM THE EASTERLY LINE OF SAID NORTHEAST QUARTER; THENCE ALONG
SAID PARALLEL LINE NORTH 0020'51' WEST 339.29 FEET TO A POINT IN SAID CERTAIN
2555.00 FOOT RADIUS CURVE; THENCE NORTHWESTERLY ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 8018'03" A DISTANCE OF 370.16 FEET TO THE "TRUE
POINT OF BEGINNING".
CONTAING 4.18 ACRES MORE OR LESS.
�. �10 SVq` DATE D ��
25 F�
ROBERT B. STANFORD . LS 4457 V ROBERT B. 09
EXPIRES SEPT 30, 2001 '' STANFORD, JR-
PCA LEGAL 010-G * EV, Sot. 30,20
s N0.4457
P
gTFOF
APPROVED BY COMMUNITY pEYEl6!•MENT tun
ULI
BY � 'SAAOl' GATE
EXHIBIT
CASE NO. ALA ��✓���
EXHIBIT "B"=
'ROVED BY COMMUNITY 0
6aw,A)7, N DATE
4IBIT __....� ..wwm..
1 NO. LLA qoo
OT LINE ADJUSTMENT 98-287
EISENHOWER
DRIVE /-
LINE
L1
I DIRECTION I
S37'40'39"W
DISTANCE
124.33'
L2
N70'44' 1 2"W
172.43'
L3
N45'23 00
33.26
L4
N00'23 00
61.78
L5
S89'34 53
221.32
L6
N52'24 17 E
25.28
L7
S86'12'42"E
35.35'
L8
S48'47'33'
54.37'
CURVE
I RADIUS I
LENGTH
DELTA
C1
300.00
58.20
1 1'O6 54
C2
300.00
58.20'
11-06'S4"
C3
636.00'
215.01 '
19'22' 12-
C4
564.00
194.56
19745 53'
C5
636.00
218.48
19*40 55
C6
2760.00
327.62
06'48 04'
C7
2640.00
313.37'
06*48104
C8
2060.00
28.16'
00'47'00"
C9
256.00'
148.83'
33' 18 37
C 10
2555.00'
370.16'
08' 18'03"
C 1 1
2555. 00
316.39'
07'05 42'
LAND S�/A
= L
U ROBERT B.
STANFORD JR.
EXP.SEPT.30, 2001
* NO. 4457
�TF OF
CA
PARDUE, CORNWELL & ASSOCIATES, INC.
DESIGN BY
BS
SCALE
N/A
FILE NO.
145-01
BRUCE STANFORD
[Exp.
CHECKED BY
SHEET NO.
DATE
LS 4457
SEPT 30, 2001
BS
1 OF 2
04/11/98
N COR OF THE
1/4 SEC 30.
EXHIBIT" B� � SHEET 2 OF 2
LOT LINE ADJUSTMENT 98-287 SCALE, 1' = 300
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TRANSMITTAL MEMO
TO: CITY MANAGER \ PUBLIC WORKS DEPARTMENT
PARKS DEPARTMENT JERRY HERMAN
BUILDING & SAFETY PLANNING MANAGER
CODE ENFORCEMENT SHERIFFS DEPARTMENT
_FIRE MARSHAL _
FROM: COMMUNITY DEVELOPMENT DEPARTMENT - STAN SAWA
DATE: - uvta. lG I [Arm
SUBJECT: PROJECT REVIEW
CASE:
PLEASE REVIEW AND PROVIDE ANY COWAENTS YOU MAY HAVE
ON THE ATTACHED n7EM BY -:I-L+ L-11 3 1. 1 G�-6
COMMENTS:
G,_
d
tmns.004 S
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T-it4t 4 4 Q"
MEMORANDUM
TO: Christine di Iorio, Planning Manager
FROM: Hector Guzman, Assistant Engineer
VIA: Steve Speer, Senior Engineer
DATE: June 26, 1998
SUBJECT: Lot Line Adjustment 98-287
We have completed our review of the lot line adjustment referenced above and recommend
approval as submitted.
hg
•
•
WHEN RECORDED MAIL TO:
Pardue, Cornwell & Associates
151 Kalmus Drive
Suite C-230
Costa Mesa, CA 92626
MAIL TAX STATEMENTS TO:
SPACE ABOVE THIS LINE FOR RECORDER'S USE
DOCUMENTARY TRANSFER TAX $ 0
......Computed on the consideration or value of property conveyed; OR
......Computed on the consideration or value less liens or encumbrances
remaining at time of sale.
Signature of Declarant or Agent determining Tax — Firm Name
GRANT DEED
APN 643-020-018
643-020-020
FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged,
Washington - 111, LTD, A California Limited Partnership
hereby GRANT(S) to:
Washington - 111, LTD, A California Limited Partnership
the real property in the City of La Quinta
County of Riverside
Dated
, State of California, described as
See Attached Exhibit "A" and `B"
This Deed reflects Lot Line Adjustment No. 98- As approved by the City of La Quinta
STATE OF CALIFORNIA
COUNTY OF
On
personally appeared
Washington - 111 LTD A California
SS. Limited Partnership
before me,
personally known to me (or proved to me on the basis of satisfactory
evidence) to be the person(s) whose name(s) is/are subscribed to the
within instrument and acknowledged to me that he/she/they executed
the same in his/her/their authorized capacity(ies), and that by his/her/their
signature(s) on the instrument the person(s) or the entity upon behalf of
which the person(s) acted, executed the instrument.
WITNESS my hand and official seal.
Signature _
(This area for official notarial seal)
MAIL TAX STATEMENTS AS DIRECTED ABOVE
EXHIBIT "A'
PARCEL 1:
THAT PORTION OF THE NORTHEAST QUARTER OF SECTION 30 TOWNSHIP 5 SOUTH,
RANGE 7 EAST, SAN BERNARDINO MERIDIAN, IN THE CITY OF LA QUINTA, COUNTY OF
RIVERSIDE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHEASTERLY CORNER OF THAT CERTAIN PARCEL OF LAND
DESCRIBED AS PARCEL 1 IN DEED RECORDED ON JULY 16, 1997 AS INSTRUMENT NO.
249234, OF OFFICIAL RECORDS, RECORDS OF SAID COUNTY; THENCE ALONG THE
SOUTHERLY BOUNDARY OF SAID NORTHEAST QUARTER AND ALONG THE
BOUNDARIES OF SAID CERTAIN PARCEL OF LAND AS FOLLOWS: SOUTH 89029'55'WEST
234.66 FEET TO A POINT IN A NOW TANGENT CURVE CONCAVE SOUTHERLY AND
HAVING A RADIUS OF 636.00 FEET A RADIAL OF SAID CURVE TO SAID POINT BEARS
NORTH 18052'07" EAST; THENCE WESTERLY ALONG SAID CURVE THROUGH A CENTRAL
ANGLE OF 19022'12" A DISTANCE OF 215.01 FEET; THENCE TANGENT TO SAID CURVE
SOUTH 89029'55" WEST 579.00 FEET TO THE BEGINNING OF A TANGENT CURVE
CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 564.00 FEET; THENCE
NORTHWESTERLY ALONG SAID LAST MENTIONED CURVE THROUGH A CENTRAL ANGLE
OF 19045'53" A DISTANCE OF 194.58 FEET; THENCE TANGENT TO SAID CURVE NORTH
70044'12" WEST 172.43 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE
SOUTHERLY AND HAVING A RADIUS OF 636.00 FEET; THENCE WESTERLY ALONG SAID
LAST MENTIONED CURVE THROUGH A CENTRAL ANGLE OF 19040'55" A DISTANCE OF
218.48 FEET; THENCE TANGENT TO SAID LAST MENTIONED CURVE SOUTH 89134'53'
WEST 221.32 FEET; THENCE NORTH 45023'00" WEST 33.26 FEET; THENCE NORTH
00023'00" WEST 61.78 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE
WESTERLY AND HAVING A RADIUS OF 2760.00 FEET; THENCE NORTHERLY ALONG SAID
LAST MENTIONED CURVE THROUGH A CENTRAL ANGLE OF 6048'04" A DISTANCE OF
327.62 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY AND
HAVING A RADIUS OF 2640.00 FEET; THENCE NORTHERLY ALONG SAID REVERSE
CURVE THROUGH A CENTRAL ANGLE OF 6048'04" A DISTANCE OF 313.37 FEET; THENCE
TANGENT TO SAID LAST MENTIONED CURVE NORTH 00023'00' WEST 925.44 FEET TO
THE BEGINNING OF A TANGENT CURVE CONCAVE WESTERLY AND HAVING A RADIUS
OF 2060.00 FEET; THENCE NORTHERLY ALONG SAID LAST MENTIONED CURVE
THROUGH A CENTRAL ANGLE OF 0047'00" A DISTANCE OF 28.16 FEET; THENCE NORTH
52024'17" EAST 28.28 FEET TO A POINT IN NON -TANGENT CURVE CONCAVE
SOUTHWESTERLY AND HAVING A RADIUS OF 256.00 FEET, A RADIAL OF SAID CURVE TO
SAID POINT BEARS NORTH 1502T42" EAST; THENCE SOUTHEASTERLY ALONG SAID
LAST MENTIONED CURVE THROUGH A CENTRAL ANGLE OF 33018'37" A DISTANCE OF
148.83 FEET; THENCE TANGENT TO SAID CURVE SOUTH 41 °1341' EAST 373.22 FEET;
THENCE NORTH 48047'03" EAST 498.65 FEET; THENCE SOUTH 86112'42" EAST 35.35 FEET
TO A POINT IN THE SOUTHWESTERLY BOUNDARY OF STATE HIGHWAY NO. 111 AS
DESCRIBED IN INSTRUMENT NO. 31462 ON APRIL 5, 1968, OF SAID OFFICIAL RECORDS;
THENCE ALONG SAID SOUTHWESTERLY BOUNDARY SOUTH 41 °12'27" EAST 1014.30
FEET TO THE BEGINNING OF A TANGENT CURVE THEREIN CONCAVE NORTHEASTERLY
AND HAVING A RADIUS OF 2555.00 FEET; THENCE SOUTHEASTERLY ALONG SAID LAST
MENTIONED CURVE THROUGH A CENTRAL ANGLE OF 12033'00' A DISTANCE OF 559.65
FEET TO THE NORTHEASTERLY CORNER OF SAID PARCEL 1; THENCE CONTINUING
SOUTHEASTERLY ALONG SAID LAST MENTIONED CURVE THROUGH A CENTRAL ANGLE
OF 7005'42" A DISTANCE OF 316.39 FEET; THENCE SOUTH 2300326' WEST 309.88 FEET;
THENCE SOUTH 00020'51" EAST 214.45 FEET TO A POINT IN THE SOUTHERLY LINE OF
SAID NORTHEAST QUARTER DISTANT NORTH 89029'55" EAST THEREON 141.58 FEET
FROM THE POINT OF BEGINNING; THENCE ALONG SAID SOUTHERLY LINE SOUTH
89029'55" WEST 141.58 FEET TO THE POINT OF BEGINNING.
EXCEPTING THEREFROM THAT PORTION THEREOF WHICH LIES WITHIN THAT CERTAIN
PARCEL OF LAND DESCRIBED AS PARCEL 2 IN DEED RECORDED ON JULY 16, 1997 AS
INSTRUMENT NO.249234, OF SAID OFFICIAL RECORDS.
CONTAINING 46.57 ACRES MORE OR LESS.
PARCEL 2:
%A
THAT PORTION OF THE NORTHEAST QUARTER OF SECTION 30 TOWNSHIP 5 SOUTH,
RANGE 7 EAST, SAN BERNARDINO MERIDIAN, IN THE CITY OF LA QUINTA, COUNTY OF
RIVERSIDE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEASTERLY CORNER OF THAT CERTAIN PARCEL OF LAND
DESCRIBED AS PARCEL 1 IN DEED RECORDED ON JULY 16, 1997 AS INSTRUMENT NO.
249234, OF OFFICIAL RECORDS, RECORDS OF SAID COUNTY SAID NORTHEASTERLY
CORNER ALSO BEING A POINT IN THAT CERTAIN 2555.00 FOOT RADIUS CURVE IN THE
SOUTHWESTERLY BOUNDARY OF STATE HIGHWAY NO. 111 AS DESCRIBED IN
INSTRUMENT NO. 31462 ON APRIL 5, 1958, OF SAID OFFICIAL RECORDS, A RADIAL OF
SAID CERTAIN CURVE TO SAID POINT BEARS SOUTH 36014'32" WEST; THENCE
SOUTHEASTERLY ALONG SAID CERTAIN CURVE THROUGH A CENTRAL ANGLE OF
7005'42" A DISTANCE OF 316.39 FEET TO THE "TRUE POINT OF BEGINNING"; THENCE
SOUTH 23003'26" WEST 309.88 FEET; THENCE SOUTH 00020'51' EAST 214.45 FEET TO A
POINT IN THE SOUTHERLY LINE OF SAID NORTHEAST QUARTER DISTANT NORTH
89029'55" EAST THEREON 141.58 FEET FROM THE SOUTHEASTERLY CORNER OF SAID
PARCEL 1; THENCE ALONG SAID SOUTHERLY NORTH 89029'55"EAST 457.34 FEET TO A
POINT IN A LINE PARALLEL WITH AND 55.00 FEET WESTERLY, MEASURED AT RIGHT
ANGLES, FROM THE EASTERLY LINE OF SAID NORTHEAST QUARTER; THENCE ALONG
SAID PARALLEL LINE NORTH 0020'51' WEST 339.29 FEET TO A POINT IN SAID CERTAIN
2555.00 FOOT RADIUS CURVE; THENCE NORTHWESTERLY ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 8018'03" A DISTANCE OF 370.16 FEET TO THE 'TRUE
POINT OF BEGINNING".
CONTAING 4.18 ACRES MORE OR LESS.
ROBERT B. STANFORD
EXPIRES SEPT 30, 2001
PCA LEGAL 010-G
AND SVR`
4457 V ROBERT B. 0
STANFORD, JR.
* Exp. Sept. 30, 2001
N� No. 4457 �Q-
CA`\�OQ
/ d
DATE: �> tl— -=
EXHIBIT "B"
LINE
DIRECTION
DISTANCE
L1
S37'40'39"W
124.33'
L2
N70'44'12"W
172.43'
L3
N45723 00
33.26
L4
N00'23 00'W
61.78
L5
S89'34'53'
221.32'
L6
N52'24' 17' E
25.28'
L7
S86'12'42"E
35.35'
LS
S48'47'33"W
54.37'
CURVE
RADIUS
LENGTH
I DELTA
C1
300.00'
58.20'
11*06'54'
C2
300.00'
58.20'
11'06'54"
C3
636.00'
215.01'
19'22'12"
C4
564.00
194.56'
19'4553'
C5
636.00'
218.48'
19'40 55
C6
2760.00'
327.62'
06'48 04"
C7
2640.00
313.37'
06'48'04
C8
2060.00'
28.16'
00'47'00"
C9
256.00'
143.83'
33' 18'37"
C 10
2555.00'
370.16'
08' 18'03"
C 1 1
2555.00'
316.39'
07'05'42"
PARDUE, CORN Wf=LL
BRUCE STANFORD
LS 4457
Exp. SEPT 30, 2001
& ASSOCIATES, INC.
�A.ND
L
C� ROBERT B.
STANFORD JR.
J EXP.SEPT.30, 2001
* NO. 4457
�
CA
DESIGN BY I SCALE
BS N/A
1�
FILE NO.
145-01
CHECKED BY SHEET N0. DATE
BS 1 OF 2 04/11/98
N15'2742E RAD
o '"`
N "' 6 OWNER:
II o k', �" \ // L7 WASHINGTON- 1 11, LTD,
LL-
O Q C8 \ /C A CALIFORNIA CORPORATION.
-4 GRANT RECORDED
w �/0,`6MAY29, 1996 S IINSTR. NOS.
N
197643 AND 197644, O.R.
W
W DENOTES EXISTING PARCEL
N �p0 C'� LINE TO BE ADJUSTED.
DENOTES PROPOSED
PARCEL LINE.
44' PUBLIC STREET O�°w�/ ' DENOTES EXISTING PARCEL
PER INSTRUMENT NO. F �• /// , LINE TO REMAIN.
�I 13 1MAY 5, 989,ROER. �� 2k�2� °• NORTH
0
o S�R�p� p2p L8 NSTR. N0, 31462,
W Z
6�3 REC'D APRiL :j, 1968,.
C2 O.R.
Cl
/ %%
l
r(AD00
v f?04
�
L� Z
W o z
60 0
INSTR. NO. 164281 AND
164284 THROUGH 164314, AREA = 46.57 :AC
U REC'D MAY 4, 1990, O.R.PARCEL
I L4 % P/V 643-020-020 APN 643-020- N
N18'52'07"E RAD IN Nkz is
S89'29'55"W 579.00' o
6 1 1
N 897955" E 888.58'
E
_ \ ' S94.93'
c) N85)'29'55"E 2648.85
w
�---AVENUE 41---'�� 0
INSTRUMENT NO. 211031 THROUGH 211039,
�
Z RECORDED JUNE 8, 1990, O.R. ^�
JUN-09-1998 13:23
• 0
1 626 683 9058 P.01
.tune 9, 1998
PARDUE, CORNWELL 8a ASSOC.
151 KALMUS DRIVE
SUITE C-230
COSTA MESA, CALIFORNIA 92626
PARCEL 1 LOT LINE ADJUSTMENT....WASHINGTON-111
North:20495.5061
East:19d07.7391
Curve Length:876.05
Radius: 2555.00
Delta:19-38.43
Tangent:442.36
Chord: 871.76
Course: N 51-01-49 W
Course In: N 29-08-50 E
Course Out: S 40.47-33 W
RP North:22726.9593
East:20852.1655
End North: 21043.7661
East: 18929.9657
Line Course: N 4142-27 W Length: 47.46
North:21079.4716
East: 18898.6987
Line Course: S 48.47-33 W Length: 54.37
North:21043.6533
East:18857.795+6
Curve Length: 58-20
Radius: 300.00
Delta: II-M54
Tangent: 29. 19
Chord: 58.11
Course: S 43-14-06 W
Course In: S 41-12-27 E
Course Out: N 52-19-21 W
RP North:20817.9547
East: 19055.4319
End North: 21001.3196
East: 18817.9929
Line Course: 8 37-40-39 W Length:124.33
North: 2M2.9169
East; 18742,0003
Curve Length:58.20
Radius: 300.00
Delta:11-06-54
Tarngent:29.19
Chord: 58.11
Course: S 43-14-00 W
Course In: N 52-19-21 W
Course Out: S 41-12-27 E
RP North: 21 0M.281 8
East: 18504.5612
End North: 20680.5832
East: 18702.1976
Line Course: S 48.47-33 W Length: 514.13
North.20521.8805
East:18315.4029
Line Course: N 41-12-27 W Length: 745.55
North:21002,7867
East:17824.2369
Line Course: N 48-47-33 E
Length: 806.16
North:21613.8752
East:1843ti.7342
Line Course: N 41-12-27 W Length: 266.51
North:21806.8550
East:18281.7485
Line Course: N 88-12-42 W Length: 35.35
North: 21809.1906
East:18228.4758
Line Course: S 49 47-03 W Length: 406.65
North.,214W.6315
East:17851.3749
Line Course: N 41-13-41 W Length: 373.22
North:21761.3273
East:17605.4013
Curve Length. 148.83
Radius: 256.00
Delta:33-18-37
Tangent. 76.59
Chord: 145.74
Course: N 57-53-00 W
Course In: S 48-46-19 W
Course Out: N 15-27-42 E
JUN-09-1998 13:23
0
1 626 683 9058 P.02
RP North: 21592.6085
East., 17412.8657
End North: 21839.3437
East: 17481.1136
Line Course: S 52-24-17 W Length: 28,28
North: 21822.0906
East: 17458.7063
Curve Length: 28.18
Radius- 2080,00
Delta: 0-47-00
Tangent: 14.08
Chord: 28.16
Course: S 00-48-30 E
Course In: S W50-M W course Out: N W37-00 E
RP North: 21780.1474
East: 15399.1333
End North: 21793,9M
East: 17459.0072
Line Course: S 00.23-00 E Length: 926.44
North- 20888.5103
East: 17465.2788
Curve Length.- 313.37
Radius: 2640.00
Delta: 6-411-04
Taropent: 156.87
Chord: 313.19
Course: 8 03.47-02 E
Course In: N M37-M E
Course Out: sa2-48-58 W
RP North., 2M. 1729
East. 20105.2197
End North: 20558.0043
Fast: 17485.9471
Curve Length: 327,152
Radius: 2760.00
Delta: 6-48-04
Tangent: 104.00
Chord: 327.42
Course: S 03-47-02 E
Course In: 8 82-48-56 W Course Out, N W37-00 E
RIP North: 20210.3280
East: 14747.61$7
End North: 202292934
East: 17507.5550
Line Course: S 00-23-M I-
Length: 61,76
North: 20167.5148
East: 175071683
Line Course: 8 45-23-00 E
Length: 33.26
North: 20144.1543
East: 17531.6435
Line Course: N W34-53 E
Length: 221.32
North: 20145.7713
East: 17752.9576
Curve Length, 218.48
Radius: OW.00
Delta: 1%40-55
Tangent: 110,33
Chord: 217.40
Course: S 80-34-39 E
Course In: S 00-25-07 E
Course Out: N 19-15-48 E
RP North: 19509.7883
East- 17757.81M2
End North: 20110-1001
East: 17967,4272
Line Course: 8 70."-12 E
Length: 172.43
North: 20063.2936
East: 18130.2033
Curve Length- 194.56
Radfus. 584.00
Delta: 19-45-53
Tangent: 98.26
Chord: 193.59
course: S W37-05 E
Course In: Nig-154SE
Course Out: $00-30-OSE
RP North: 20585,7166
East: 18316.M7
End North: 20021.7382
East: 18321.2081
Line Course: N W29-55 E
Length: 579.00
North: 20026.&99
East: 18MASW
Curve Length: 215.01
Radius: GM.00
Delta- 19-22-12
Tangent: 108.54
Chord: 213.09
Course: 6 80-46-59 E
Course In. S 00-30-05 E
Course Out: N 18-62-07 E
RP North: 19390.8292
East, I 8M.7514
End North: 19992.8523
East, 19111.4333
Una Come: N W29-65 E
Length. 234.86
North: 19994.7057
EiW: 19340.0843
Line Course: N W29-155 E
Length* 141.58
North-. 19995.9447
East; 19W.6588
JUN-09-1998 13:24
1 626 683 9058 P.03
Line Course: N 00-20-51 W Length: 214.45
North:20210.3907 East:19486.3582
Line Course: N 23-03-26 E Length: 309.88
North:20495.5157 East:19007.7228
Perimeter. 8818.28 Area: 2,028,419 sq.ft_ 46.57 acres
Mapchedc Closure - (Uses listed courses, radii, and deltas)
Error Closure: 0.0189 Course: N 59-33-03 W
Error North: 0.00957 East:-0.01627
Precision 1:467,090.18
PARCEL 2
North:20495.5051
East:19007.7391
Line Course: S 23-03-25 W Length: 309.$8
North:20210.3811
East:19486.3745
Line Course: S 00-20-51 E Length: 214.45
North, 19995.9351
East:19487.6751
Line Course: N M29-55 E Length: 457.34
North:19999.9372
East:19944.9976
Line Course: N 00-20-51 W Length: 339.29
North:20339.2209
East:19942,9393
Curve Length: 370.16
Radius:2566.00
Detta:8-18-03
Tangent:185.41
Chord: 369.84
Course: N 63-00-11 W
Course In: N 20-50-47 E
Course out: S 29-08-50 W
RP North:22726.9652
East:20052.1716
End North: 20495.6020
East 19607.7452
Perimeter: 1891.13 Area: 182,242 sq.ft_ 4.18 acres
Mapcheck Closure - (Uses listed courses, radii, and deltas)
Error Closure: 0.0074 Course: S %41-22 E
Error North:-0.00411 East: 0.00510
Precision 1:229,958.52
TOTAL P.03