07-001, Kimberly Doyle
AGREEMENT
CITY OF CUPERTINO
10300 Torre Avenue
Cupertino, CA 95014
(408) 777-3200
NO. teC.l.5~~-S- ~
BY THIS AGREEMENT made and entered into on the 15th of May, 2007 by and between the
CITY OF CUPERTINO (Hereinafter referred to as CITY) and
Kim berly Doyle
664 Regas Drive Campbell, CA 95008 408426-0521
(Hereinafter referred to as CONTRACTOR), in consideration of their mutual covenants, the parties here
to agree as follows:
CONTRACTOR shall provide or furnish the following specified services and/or materials: Red Cross Instruction
EXHIBITS: The following attached exhibits hereby are made part of this Agreement: Exhibit A
TERMS: The services and/or materials furnished under this Agreement shall commence on
June 22, 2007 and shall be completed before June 30,2007.
COMPENSATION: For the full performance of this Agreement, CITY shall pay CONTRACTOR:
$30 per hour
GENERAL TERMS AND CONDITIONS:
Hold Hannless. CONTRACTOR agrees to save and hold harmless the CITY, its officers, agents, and employees
from any and all damage and liability of every nature, including all costs of defending any claim, caused by or arising
out of the performance of this Agreement. CITY shall not be liable for acts of CONTRACTOR in performing services
described herein.
Insurance. Should the CITY require evidence of insurability, CONTRACTOR shall file with CITY a Certificate of
Insurance before commencing any services under this Agreement. Said Certificate shall be subject to the approval of
CITY'S Director of Administrative Services.
Non-Discrimination. It is understood and agreed that this Agreement is not a contract of employment in the sense
that the relation of master and servant exists between CITY and undersigned. At all times, CONTRACTOR shall be
deemed to be an independent contractor and CONTRACTOR is not authorized to bind the CITY to any contracts or
other obligations in executing this Agreement. CONTRACTOR certifies that no one who has or will have any financial
interest under this Agreement is an officer or employee of CITY.
Changes. This Agreement shall not be assigned or transferred without the written consent of the CITY. No changes
or variations of any kind are authorized without the written consent of the CITY.
CONTRACT COORDINATOR and representative for CITY shall be:
~ ENTERED
NAME: Karen Levy
DEPARTMENT: Parks & Recreation
This Agreement shall become effective upon its execution by CITY. In witness thereof, the parties have executed this
Agreement the day and year first written above.
CIT~~~PERTINO: .;;z.
By: ~ ~
Title: Recreation Coordinator
EXPENDITURE DISTRIBUTION
ACCOUNT NUMBER
580-6449-7014
!iex.')-u'~el -"101'1"
AMOUNT
$. 'IoOD. OD
$/50,00
EXHIBIT A
1. The City reserves the right to terminate this Agreement with a 30-day notice. The
contractor may terminate this Agreement with a 30-day written notice.
2. In the event that the Contractor has employees who will assist in the performance of
this Agreement, Contractor shall file with City a Certificate of Worker's
Compensation Insurance and for those instructing persons 18 years and younger,
provide fingerprint clearance and current TB test.
3. In the event that less than the required minimum number of participant shall request
and pay for services prior to the agreed upon time for the commencement of services
to be preformed by Contractor, City may cancel and withdraw from this Agreement.
4. City shall have no right of control as to the manner Contractor performs the services
to be performed. Nevertheless, City may, at any time, observe the manner in which
such services are being performed by the contractor.
5. The Contractor shall comply with all applicable Federal, State, and local laws and
ordinances including, but not limited to, unemployment insurance benefits, FICA
laws, and the City business license ordinance.
6. The Contractor shall not promote his/her business to participants registered in the
City's programs.
Revised 4/23/97
April 2, 2007
Job No. A03141-7
Page 2 of5 '
Thence continuing along said easterly line, North 0012'42" East, 1.95 feet to the Point of
Beginning.
Legal Description prepared by Kier & Wright, Civil Engineers & Surveyors, Inc.
Date
4--Z-D7
.fr1<. lJi%
Jimmy R. Vigil, L. . 6256
I:\PROJECTS\A03141-7\DWG\SURVEY\LLA\LLA-Lot 6.doc
April 2, 2007
Job No. A03141-7
Page 3 of 5
EXHIBIT" A"
LEGAL DESCRIPTION
Blackberry Farm
All that certain real property lying within the City of Cupertino, County of Santa Clara, State of
California and being all of that 32.293 acre parcel shown on that certain Record of Survey filed
for record on July 20, 1995 in Book 667 of Maps at pages 35, 36 and 37, Santa Clara County
Records:
Together with:
A portion of Lot 6 as shown on that certain Map of Tract No. 6574 filed for record on June 13,
1979 in Book 443 of Maps at pages 34 and 35, Santa Clara County Records being more
particularly described as follows:
Beginning at the northeasterly corner of said Lot 6;
Thence along the northerly line of said Lot 6, South 89058'38" West, 260.77 feet to the
northwesterly corner thereof;
Thence along the westerly line of said Lot 6, South 12043'05" West, 205.04 feet to the
southwesterly corner thereof;
Thence North 89058'38" East, 10.08 feet along the southerly line of said Lot 6;
Thence leaving said southerly line North 17004'20" East, 35.82 feet;
Thence North 9002'22" East, 74.74 feet;
Thence South 80057'38" East, 34.49 feet;
Thence northeasterly along a curve to the left, having a radius of 5.00 feet through a central
angle of36034'01" for an arc distance of3.l9 feet;
Thence North 62028'21" East, 27.33 feet;
Thence northeasterly along a curve to the left, having a radius of 15.00 feet through a central
angle of 62046'34" for an arc distance of 5.48 feet;
Thence North 0018'13" West, 53.95 feet;
Thence North 89041 '47" East, 188.59 feet to a point on the easterly line of said Lot 6 and the
beginning of a non-tangent curve to the right, to which point a radial line bears North 60025'44"
West;
April 2, 2007
Job No. A03141-7
Page 4 of5
Thence northeasterly along said easterly line and along said curve to the right, having a radius of
69.00 feet through a central angle of26011'19" for an arc distance of31.54 feet;
Thence continuing along said easterly line, North 0012'42" East, 1.95 feet to the Point of
Beginning.
Legal Description prepared by Kier & Wright, Civil Engineers & Surveyors, Inc.
Date 1- - Z-- 07
--\'$
---
-
CURVE TABLE:
CURVE RADIUS
DELTA
C1
C2
C3
C4
C5
C6
69.00'
69.00'
69.00'
69.00'
5.00'
5.00'
55"34'57"
7'18'26"
22'05'15"
26'11'16"
62'46'34"
36'34'01 "
/
/
/ - ~ --=------=-
J ---~ - -- -
-- ~W
~ _ ~~ LINE TABLE:
_ ~ LINE BEARING DISTANCE
\
LENGTH
Ll N 00"J8'13" W 53.95'
L2 N 62"28'21" E 27.33'
L3 S 12'43'05" W 92.02'
L4 N 00"12'42" E 1.95'
L5 S 12'43'05" W 5.19'
L6 S 89.58'38" W 84.56'
L7 S31'05'14"W 58.40'
L8 N 89'58i38" E 17.00'
L9 S 36'36'28" W 62.30'
Ll 0 N 89'58'38" E 8.00'
Ll1 S 29'22'37" W 57.39'
Ll2 S 80'57'38" E 34.49'
Ll3 N 17'04'20" E 35.82'
Ll4 N 09'02'22" E 74.74'
66.94'
8.80'
26.60'
31.54'
5.48'
3.19'
RECORD OF SURVEY
(667 M 35-37)
__L3
--
00
C!
o
-J..Q62&14" W 5 02'50'16" E
126.15'- - 101.84'
LOT LINE
\ TO BE
S 12' REMOVED
-.::;..43'05/1 W
L13 -:;.. __ 20
L14 ~5.2.t:..
"V
-.J LOT LINE
TO BE
ADJUSTED
w
00 ~_
m~'~
Oo"!.,,!
LI'\~~
LOT 10 '" N'~
(443 M 34) 00 r-r.--
Z
LOT 6
(443 M 34)
LOT 9
(443 M 34)
LOT /I
(443 M 34)
LOT 8
(443 M 34) LOT 7
(443 M 34)
J
C2
BYRNE AVENUE
PARCEL
LOT 6
ROS (667 M 35-37)
BEFORE AFTER
33,440:!: S.F. 21 ,536:!: S.F.
1 ,406,683:!: S.F. 1 ,418,587:!: S.F.
0.494:!: ACRES
32.566:!: ACRES
PLAT TO ACCOMPANY LEGAL DESCRIPTION
FOR: CITY OF CUPERTINO
CUPERTINO
EXH I BIT "A"
CALIFORNIA
'KIER & WRIGHT
w
CIVIL ENGINEERS & SURVEYORS, INC.
3350 Scott Boulevard, Building 22 (408)727-6665
5anta Clara, California 95054 FAX (40B)727-5641
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POINT OF
BEGINNING
TRANSFER
PARCEL
MAR., 2007
1" = 80'
CS5
A03141-7
SHEET NO.
5 OF 5
LLA.txt
Parcel name: 1
---------------------------------------------------------------------------
North: 9210.4576
Line Course: S 89-58-38 W
North: 9210.3540
Line Course: S 12-43-05 W
North: 9010.3446
Line Course: N 89-58-38 E
North: 9010,3486
Line Course: N 17-04-20 E
North: 9044,5902
Line Course: N 09-02-22 E
North: 9118,4019
Line Course: S 80-57-38 E
North: 9112.9831
Curve Length: 3,19
Delta: 36-34-01
Chord: 3.14
Course In: N 09-02-22 E
RP North: 9117.9210
End North: 9113,4870
Line Course: N 62-28-21 E
North: 9126.1182
Curve Length: 5,48
Delta: 62-46-34
Chord: 5.21
Course In: N 27-31-39 W
RP North: 9130,5522
End North: 9130,5787
Line Course: N 00-18-13 W
North: 9184.5279
Line Course: N 89-41-47 E
North: 9185,5273
Curve Length: 31.54 .
Delta: 26-11-19
chord: 31,26
Course In: S 60-25-44 E
RP North: 9151,4755
End North: 9208,5168
Line Course: N 00-12-42 E
North: 9210,4668
Line course: S 89-58-38 W
North: 9210,4668
East: 7997,3300
Length: 260,77
East 7736.5600
205.04
East 7691. 4197
10.08
East 7701. 4997
35.82
East 7712.0156
74,74
East 7723,7584
Length: 34.49
East
Radius:
Tangent:
Course:
Course Out:
East :
East :
Length: 27,33
East
Radius:
Tangent:
Course:
Course Out:
East
East :
53,95
East: 7787.5556
188,59
East
Radius:
Tangent:
Course:
Course Out:
East
East
1.95
East 7997.3386
0.00
East 7997.3386
Length:
Length:
Length:
Length:
Length:
Length:
Length:
Length:
7757,8200
5.00
1.65
N 80-45-21 E
s 27-31-39 E
7758,6056
7760,9164
7785.1524
5,00
3.05
N 31-05-04 E
N 89-41-47 E
7782,8415
7787.8415
7976,1429
69.00
16,05
N 42-39-55 E
N 34-14-25 W
8036.1553
7997.3314
Perimeter: 932.95 Area: 11,904 sq. ft. 0.27 acres
Mapcheck closure - (Uses listed courses, radii, and deltas)
Error closure: 0,0126 Course: N 43-11-27 E
Error North: 0.00918 East: 0,00861
precision 1: 74,045,24
page 1