06. Ped. Access Easement
DRAFT
RESOLUTION NO. 06-103
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CUPERTINO
ACCEPTING A GRANT OF EASEMENT FOR PEDESTRIAN ACCESS PURPOSES OVER
LOT 1 OF TRACT 9729, OAK PARK VILLAGE CONDOMINIUMS, APN 326-10-064
WHEREAS, The City of Cupertino has required as a condition of development of
the Oak Park Village Condominiurns on APN 326-10-064 that the owners of said parcel
convey to the City a grant of easement over said parcel for pedestrian purposes, more
particularly described in Exhibit "A", attached hereto and made a part hereof; and
WHEREAS, the owners of APN 326-10-064 have executed said grant of
easement for pedestrian purposes, which is in good and sufficient form,
NOW, THEREFORE, BE IT RESOLVED that the City of Cupertino accept said
grant so tendered; and
BE IT FURTHER RESOLVED that the City Clerk is hereby authorized to record
said grant and this resolution.
PASSED AND ADOPTED at a regular meeting of the City Council of the
City of Cupertino this 6th day of June 2006, by the following vote:
Vote Members of the City Council
AYES:
NOES:
ABSENT:
ABSTAIN:
ATTEST:
APPROVED:
City Clerk
Mayor, City of Cupertino
fa - /
RECORDING REQUESTED BY
WHEN RECORDED MAIL TO:
City of Cupertino
10300 Torre Avenue
Cupertino, CA 95014-3255
MAIL TAX STATEMENTS TO:
SPACE ABOVE THIS LINE FOR RECORDER'S USE
The undersigned grantor(s) declare(s):
CITY TRANSFER TAX $ None
DOCUMENTARY TRANSFER TAX $ None
SURVEY MONUMENT FEE $
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.
SAME AS ABOVE
APN 326-10-064 portion
EASEMENT GRANT DEED
FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged,
BAY COLONY INVESTORS II, INC., a California corporation
hereby GRANT(S) to THE CITY OF CUPERTINO, a Municipal corporation of the State of California
The real property in the City of Cupertino, County of Santa Clara, State of California, described as
LEGAL DESCRIPTION SEE EXHIBIT "Au ATTACHED HERETO AND MADE A PART HEREOF
Dated:
,2006
STATE OF CALIFORNIA / (7 ~" ,_ ¡55.
COUNTY OF :::'~lt. . lW'~ )
On
me, .t~1
appe ed
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II< L I ",.eLl.
/A-1"1 r /"t/] '1..
before
personally
BAY COLONY INVESTORS II, INC.,
B:~'
ame:
1l-~.
/
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.
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Q. 9. L3 S 00'06' 09" E
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f3::: LID S a9°59' 55" W
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IV> 0:: LI4 N 86' 46' 02" W
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10 Ñ LI9 N 08' 27.' 51" W
"~ L20 N 89'53' 51" E
"" L21 N OB'27' 51" W
0' L22 S B9'S3' 51" W
L23 N 00'06' D9" W
L24 N D8' 27' 51" W
L2S 5 89'53' 51" W
L26 N DO'D6'09" W
L27 N 08' 27' 51" W
CUPERTINO
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JUNIPERO SERRA FREEWAY ~
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OISTANCE LINE BEARING OJSTANCE CURVE RADIUS OELTA LENGTH
4.14' L2B S 89' 53' 51" W 20,00' Cl1 8,00' 90' 00' 00" 12.57'
16,50' L29 N 89' 53' 51" E 19.50' C12 4.00' 90' 00' 00" 6.28'
21.00' L30 N 00' 06' 09" W 35,00' C13 8,00' 59' 17' 25" 8,28'
15,50' L31 S 89' 53' 51" ,W 19- 50' C14 8,00' 49' ]4' OD': 6,87'
43,00' L32 N 89' 53' 5'1" E 20,50' CIS 4. DO' 59' 17' 25" 4,14'
1. 12' L33 S 87'25' 50" E 11. 80' C16 42.00', 31' 39' 53" 23,21'
,13,27' L34 S 62' 03' 36" E B.6B' cÜ 56.00' 18' 56' 08" 18.51'
15. D7' L35 S 69'18' 54" E 13.91' C18 81. 00' 25' 22' 14" 35,87'
2D.42' U6 S 80' 36' 32" E 13. 75' CI9 106.00' 7'15' 18" 13.42'
20.42' L37 N 84'48' 29" E 5,77' C20 56.00' t t'17' 38" 11. D4'
10.54' L38 S 68' 57' 34" E IJ: 30' C21 28.00' 14' 34' 59" 7.13'
ID.99' L39 N 00'06' 09" W 9, DO' C22 39.00' 26' 13' 57" 17,86'
5. Dl' L40 N 00' 06' 09" W 29- 00' C23 28.00' 25·'28' 26" 12.45'
5, D1' C24 36.00' 35'30' 21" 22.31'
ID.24' CURVE TABLE: C25 28.00' 23' 26' 50" : 1 I. 46'
10,36' CURVE RADIUS OELTA LENGTH C26 7.00' 48' 17' 43" 5.90'
4,24' C27 38.00' 31' 39' 53" 21. 00'
13. D2' Cl 7..00' 48' 16' 11" 5.90" C.2B 60.00' 18' 56' 08" 19.83'
6.94' C2 3.00' 48'16' II" 2.53' C29 77,00' 25' 22' ]4" 34. 10'
2.02' C3 3,OQ' 48' 17' 38" 2,53' C30 110.00' ,7' 15' 18" 13,93'
28.35' C4 58.'00' 28' 33' 54" 28.92' C31 60.00' 11'17' 38" 11. 83'
3.32' CS 16.00' 39' 30' 59" 11.04' C32 32.00' 14' 34' 59" 8.14'
22.59' C6 20.00' 39' 30' 59" 13.79' C33 35: 00' 26'13' 57" 16.02'
33.76' C7 12.00' 39' 23' 26" 8,25' C34 32,00' . 25' 28' 2.6" 14.23'
3. D9' C8 16,00' 39' 23' 26" 11. 00' C35 32.00' 35' 30'21" 19. B3'
21. 05' C9 62.00' 27' 12' 38" 29.44' C36 32.00' 25' 30' 10" ]4,24'
44,42' C10 4.00' 49' ]4' 00" 3,44' C37 3.00' 48' 17' 43" 2.53'
PLA T TO ACCOMPANY LEGAL DESCRIPTION
FOR: PINN BROTHERS
DATE
OCT., 2005
1" = 50'
SCALE
CALIFORNIA DR, BY css
TK I ER & WR I CHT JOB A00009- 2
C1V1L ENGINEERS & SURVEYORS, INC, SHEET NO,
3350 Scott Boulevord, Building 22 (408)727-6665
Sonta Claro, CoJifornjo 9505~ FAX {4PB)727-5641 5 OF 5 ~-3
I: \dwg\A00009\SURVEY\PLAT\PUBLlC ACCESS EASEMENT\pedestrian,dwg OCTOBER 28. 2005 9: 45 AM
PEDESTRIAN ACCESS EASEMENT
JSER: cbeach
October 28, 2005
Job No. A00009-2
Page 1 of5
EXlllBIT "A"
LEGAL DESCRIPTION
Pedestrian Access Easement
All that certain real property lying within the City of Cupertino, County of Santa Clara, State of
California, being a portion of Lot 1 as shown on that certain Map of Tract No. 9729 filed for
record on September 21,2005 in Book 791 of Maps at pages 43 and 44, Santa Clara County
Records described as follows:
Commencing at the southeasterly corner of said Lot 1, said point also being the southeasterly
corner of an existing Pedestrian IngressÆgress and Landscape Easement recorded March
15, 1979 in Book E347 at page 473, Official Records;
Thence South 89°53'51" West, 41.54 feet along the southerly line of said Lot 1 and said
easement to the southwesterly corner of said easement;
Thence North 08"27'51" West, 6.94 feet along the westerly line of said easement to the True
Point of Beginning, said point being the beginning of a non-tangent curve. to the right, to
which point a radial line bears South 27°18'47" East;
Thence westerly along said non-tangent curve to the right having a radius of 62.00 feet, through
a central angle of27°12'38" for an arc distance of29.44 feet to a point on the southerly line
of said Lot 1;
Thence South 89°53'51" West, 13.02 feet along said southerly line;
Thence northwesterly along a curve to the right having a radius of 16.00 feet through a central
angle of 39"23'26" for an arc distance of 11.00 feet to a point ofreverse curvature;
Thence westerly along said reverse curve to the left having a radius of 16.00 feet through a
central angle of 39°30'59" for an arc distance of 11.04 feet;
Thence South 89°46'18" West, 10.36 feet;
Thence North 86°46'02" West, 5.01 feet;
Thence West, 51.85 feet;
Thence northeasterly along a curve to the right having a radius of3.00 feet through a central
angle of 48°17'38" for an arc distance of2.53 feet;
Thence North 41 °42'22" West, 10.99 feet;
Thence South 89°59'55" West, 20.42 feet;
Thence southwesterly along a curve to the left having a radius of 3.00 feet through a central
angle of 48°16'11" for an arc distance of2.53 feet;
Thence South 41 °43'44" West, 15.07 feet;
Thence North 89°59'58" West, 97.07 feet;
Thence North 0°03'53" West, 56.15 feet;
Thence South 89°53'51" West, 20.00 feet;
Thence North 00°06'09" West, 9.00 feet;
Thence North 89°53'51" East, 19.50 feet;
Thence North 00°06'09" West, 35.00 feet;
Thence South 89°53'51" West, 19.50 feet;
Thence North 00°06'09" West, 29.00 feet;
Thence North 89°53'51" East, 20.50 feet;
Thence North 00°06'09" West, 51.50 feet;
F:\PROJECTS\A00009-2\pedestrian.doc
(.,-1
October 28, 2005
Job No. A00009-2
Page 2 of5
Thence northeasterly along a curve to the right having a radius of 8.00 feet through a central
angle of 90°00'00" for an arc distance of 12.57 feet;
Thence North 89°53'51" East, 2.02 feet;
Thence southeasterly along a curve to the right having a radius of 8.00 feet through a central
angle of 49°14'00" for an arc distance of 6.87 feet to a point of reverse curvature;
Thence easterly along said reverse curve to the left having a radius of 4.00 feet through a central
angle of 59°17'25" for an arc distance of 4.14 feet to a point of reverse curvature;
Thence easterly along said reverse curve to the right having a radius of 42.00 feet through a
central angle of31 °39'53" for an arc distance of23.21 feet to a point of reverse curvature;
Thence easterly along said reverse curve to the left having a radius of 56.00 feet through a
central angle of 18°56'08" for an arc distance of 18.51 feet;
Thence South 87°25'50" East, 11.80 feet;
Thence southeasterly along a curve to the right having a radius of 81.00 feet through a central
angle of25"22'14" for an arc distance of 35.87 feet;
Thence South 62°03'36" East, 8.68 feet;
Thence southeasterly along a curve to the left having a radius of 106.00 feet through a central
angle of7°15'18" for an arc distance of 13.42 feet;
Thence South 69°18'54" East, 13.91 feet;
Thence southeasterly along a curve to the left having a radius of 56.00 feet through a central
angle of 11 °17'38" for an arc distance of 11.04 feet;
Thence South 80°36'32" East, 13.75 feet;
Thence easterly along a curve to the left having a radius of 28.00 feet through a central angle of
14°34'59" for an arc distance of7.13 feet;
Thence North 84°48'29" East, 5.77 feet;
Thence easterly along along a curve to the right having a radius of39.00 feet through a central
angle of26°13'57" for an arc distance of 17.86 feet;
Thence South 68°57'34" East, 13.30 feet;
Thence easterly along a curve to the left having a radius of 28.00 feet through a central angle of
25°28'26" for an arc distance of 12.45 feet to a point of reverse curvature;;
Thence southeasterly along said reverse curve to the right having a radius of 36.00 feet through a
central angle of35°30'21" for an arc distance of22.31 feet to a point of reverse curvature;
Thence southeasterly along said reverse curve to the left having a radius of 28.00 feet through a
central angle of23"26'50" for an arc distance of 11.46 feet to a point on said westerly line
of said existing Pedestrian Ingress/Egress and Landscape Easement;
Thence South 08"27'51" East, 4.14 feet along said westerly line to the beginning of a non-
tangent curve to the right to which point a radial line bears South 5°34' 11 " West;
Thence northwesterly along said non-tangent curve to the right having a radius of 32.00 feet
through a central angle of25°30'10" for an arc distance of 14.24 feet to a point of reverse
curvature;
Thence westerly along said reverse curve to the left having a radius of 32.00 feet through a
central angle of35°30'21" for an arc distance of 19.83 feet to a point of reverse curvature;
Thence westerly along said reverse curve to the right having a radius of 32.00 feet through a
central angle of25"28'26" for an arc distance of 14.23 feet;
Thence North 68°57'34" West, 13.30 feet;
Thence westerly along a curve to the left having a radius of35,00 feet through a central angle of
26°13'57" for an arc distance of 16.02 feet;
F:\PROJECTS\A00009-2\pedestrian.doc
t,-s
Thence South 84°48'29" West, 5.77 feet;
Thence westerly along a curve to the right having a radius of 32.00 feet through a central angle
of 14°34'59" for an arc distance of 8.14 feet;
Thence North 80°36'32" West, 13.75 feet;
Thence northwesterly along a curve to the right having a radius of 60.00 feet through a central
angle of 11 °17'38" for an arc distance of 11.83 feet;
Thence North 69°18'54" West, 13.91 feet;
Thence northwesterly along a curve to the right having a radius of 110.00 feet through a central
angle of 7°15'18" for an arc distance of 13.93 feet;
Thence North 62°03'36" West, 8.68 feet;
Thence northwesterly along a curve to the left having a radius of77.00 feet through a central
angle of25"22'14" for an arc distance of34.10 feet;
Thence North 87°25'50" West, 11.80 feet;
Thence westerly along a curve to the right having a radius of 60.00 feet through a central angle
of 18°56'08" for an arc distance of 19.83 feet to a point of reverse curvature;
Thence westerly along said reverse curve to the left having a radius of38.00 feet through a
central angle of31 °39'53" for an arc distance of 21.00 feet to a point of reverse curvature;
Thence northwesterly along said reverse curve to the right having a radius of 8.00 feet through a
central angle of 59°17'25" for an arc distance of 8.28 feet to a point of reverse curvature;
Thence northwesterly along said reverse curve to the left having a radius of 4.00 feet through a
central angle of 49°14'00" for an arc distance of3.44 feet;
Thence South 89°53'51" West, 2.02 feet;
Thence southwesterly along a curve to the left having a radius of 4.00 feet through a central
angle of 90°00'00" for an arc distance of 6.28 feet;
Thence South 00°06'09" East, 55.50 feet;
Thence South 89°53'51" West, 16.50 feet;
Thence South 00°06'09" East, 21.00 feet;
Thence North 89°53'51" East, 15.50 feet;
Thence South 00°06'09" East, 43.00 feet;
Thence South 26°47'i 7" East, 1.12 feet;
Thence South 0°03'53" East, 56.16 feet;
Thence South 89°59'58" East, 91.29 feet;
Thence North 41°43'44" East, 13.27 feet;
Thence northeasterly along a curve to the right having a radius of7.00 feet through a central
angle of 48°16'11" for an arc distance of 5.90 feet;
Thence North 89°59'55" East, 20.42 feet;
Thence southeasterly along a curve to the right having a radius of7.00 feet through a central
angle of 48°17'43" for an arc distance of 5.90 feet;
Thence South 41°42'22" East, 10.54 feet;
Thence East, 51.52 feet;
Thence South 86°46'02" East, 5.01 feet;
Thence North 89°46'18" East, 10.24 feet;
Thence southeasterly along a curve to the right having a radius of20.00 feet through a central
angle of39°30'59" for an arc distance of 13.79 feet to a point of reverse curvature;
Thence southeasterly along said reverse curve to the left having a radius of 12.00 feet through a
central angle of 39°23'26" for an arc distance of8.25 feet; ,
October 28, 2005
Job No. A00009-2
Page 3 of5
F: \PROJECTS\A00009-2\pedestrian.doc
¿-t,
Thence North 89°53'51" East, 13.02 feet;
Thence northeasterly along a curve to the left having a radius of 58.00 feet through a central
angle of28°33'54" for an arc distance of28.92 feet to a point on said westerly line of said
existing Pedestrian IngresslEgress and Landscape Easement;
Thence South 8"27' 51 " East, 4.24 feet along said westerly line to the True Point of Beginning.
October 28, 2005
Job No. A00009-2
Page 4 of5
Legal Description prepared by Kier & Wright, Civil Engineers & Surveyors, Inc.,
Date lo/~'/oS
I ì
F:\PROJECTS\A00009-2\pedestrian.doc
[,-7
CALIFORNIA DR, BY css
'KIER & WRIGHT JOB A00009-2
CIVIL ENGINEERS & SURVEYORS, INC. SHEET NO, / Ç>
3JSO Scott Boulevord, Building 22 (408)727-6665 l.o - 0
Santa CJora, California 95054 FAX {408)727-5641 5 OF 5
I: \dwg\A00009\SURVEY\PLAT\PUBlIC ACCESS EASEMENT\pedes\rian.dwg OCTOBER 28, 2005 9: 45 AM
---------
JUNIPERO SERRA FREEWAY 3:
_________ (STATE HIGHWAY 280) -
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1:0 Ó LINE BEARING
u ,
:J:1 L1 508"27'51"E
I~;:s L2 S 89"53' 51" W
0. ~ L3 S 00'06'09· E
I<J" L4 N 89' 53' 51" E
'"' <0 L5 S 00'06' 09" E
I"" L6 S 26'47' 17" E
~ 0 L7 N 41'43'44" E
v>:¡> LS S 41'43' 44" W
I~ m L9 N 89*59' 55" E
~:::: LtO S S9'59' 55" W
Iw U')I Ll1 S 41*42' 22" E
,:Õ1 LI2 N41*42'22"W
v>. Lt3 S 86'46' 02" E
Iv>" Lt4 N 86' 46' 02" W
~ c Lt5 N S9'46' 18" E
I~ R Lt6 S 89* 46' 18" W
.- g L17 S OS* 27' 51" E
g ~ LtS S 89'53' 51" W
10'N Lt9 N OS'2t 51· W
'" '!1 L20 N 89' 53' 51" E
L21 NOS' 27' 51" W
.:' L22 S S9' 53' 51" W
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L23 N 00'06' 09" W
~ L24 N 08' 27' 51" W
~ L25 S S9'53'51" W
L26 N 00'06' 09· W
L27 N OS'27' 51" W
OISTANCE LINE BEARING OJ STANCE CURVE RAOIUS DELTA LENGTH
4, 14' L2S S 89' 53' 51" W 20,00' C11 8.00' 90' DO' 00" 12.5t
16.50' L29 N 89' 53' 51" E 19,50' C12 4.00' 90' 00' 00" 6,2S'
21. 00' UO N 00' 06' 09" W 35,00' C13 8,00' 59' 17' 25" 8,2S'
15,50' U1 S S9' 53' 51" W 19,50' C14 8,00' 49'14' 00· 6. S7'
43,00' U2 N 89' 53' 51" E 20,50' C15 4.00' 59' 17' 25" 4,14'
I. 12' L33 S 87' 25' 50" E 11,80' C16 42.00' 31' 39' 53· 23.21'
13.27' U4 S 62'03' 36" E S.68· C17 56,00' 18' 56' OS" JS.51'
15,07' U5 S 69' 18' 54" E 13.91' CIS 81. DO' 25' 22' 14" 35. st
20,42' L36 S 80'36' 32" E 13- 75' C19 106,00' 7'15' IS· 13-42'
20,42' U7 N S4' 48' 29" E 5,77' C20 56.00' 11'lt 3S" 1 I. 04'
10,54' U8 S 68'57' 34" E 13,30' C21 28.00' 14' 34' 59" 7,13'
10.99' U9 N 00' 06' 09" W 9,00' C22 39.00' 26' 13' 57" 17, S6'
5.01' L40 N 00' 06' 09" W 29,00' C23 28.00' 25' 28' 26" 12,45'
5,01' C24 36.00' 35' 30' 21" 22,31'
10,24' CURVE TABLE: C25 28. DO' 23' 26' 50" 1 I. 46'
10.36' CURVE RAOIUS OELT A LENGTH C26 7.00' 48'lt 43" 5,90'
4.24' C27 38.00' 31' 39' 53" 21. DO'
13,02' C1 7.00' 48'16' II" 5,90' C2S 60.00' 18' 56' OS· 19, S3'
6.94' C2 3,00' 48'16' 11" 2.53' C29 77, DO' 25' 22' 14· 34.10'
2,02' C3 3,00' 48' 17' 38" 2,53' C30 1 to, DO' .7'15' IS" 13.93'
2S.35' C4 58.00' 28' 33' 54· 2S.92' C31 60.00' 11'17' 3S" II. S3'
3.32' C5 16,00' 39'30' 59· 1 I. 04' C32 32.00' 14' 34' 59" 8.14'
22.59' C6 20.00' 39' 30' 59" 13.79' C33 35: 00' 26' 13' 57" 16.02'
33,76' C7 12.00' 39' 23' 26" 8,25' C34 32.00' 25' 28' 26· 14,23'
3.09' C8 16.00' 39' 23' 26· 11. 00' C35 32,00' 35' 30' 21· 19,83'
2L 05' C9 62,00' 27' 12' 38· 29.44' C36 32, DO' 25' 30' 10· 14.24'
44.42' Cto 4.00' 49'14' 00" 3,44' C37 3.00' 48' 17' 43· 2.53'
PLA T TO ACCOMPANY LEGAL DESCRIPTION
FOR: PINN BROTHERS
DATE
SCALE
CUPERTINO
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