HomeMy WebLinkAbout4.11 Quit Claim Deed Easement Fallon GatewayG~~~ OF Dp~~y
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i9;~;~%2 STAFF REPORT C I T Y C L E R K
`c~ ~ ~ DUBLIN CITY COUNCIL File # ^~~0-0~
`iLIFOR~
1~/ ~O ~~
DATE: July 20, 2010
TO: Honorable Mayor and City Councilmembers
FROM: Joni Pattillo, City Manager
SUBJ • Approving Quit Claim Deed to Existing Parcel Map 9827 Public Utility Easement
and Emergency Vehicle Access Easement and Accepting New Public Utility
Easement and Emergency Vehicle Access Easement for Fallon Gateway
Prepared By: Mark Lander, City Engineer
EXECUTIVE SUMMARY:
Parcel Map 9827 created a Public Utility Easement and an Emergency Access Easement for
the future development of the Fallon Gateway Commercial Center by the Stanforth Holding
Company on the west side of Fallon Road between Dublin Boulevard and I-580. Minor design
changes in the site plan require these easements to be quitclaimed back to the property owner
and new easements to be accepted by the City.
FINANCIAL IMPACT:
There is no financial impact to the City.
RECOMMENDATION:
Staff recommends that the City Council adopt the
Existing Parcel Map 9827 Public Utility Easement
and Accepting New Public Utility Easement and
Fallon Gateway.
Submitted By
Public Works Director
Resolution Approving Quit Claim Deed to
and Emergency Vehicle Access Easement
Emergency Vehicle Access Easement for
~
Re ' d By
Assistant City Manager
Page 1 of 2 ITEM NO. -T~ ~ ~
DESCRIPTION:
The Planning Commission adopted Resolution 18-09 on April 28, 2009 approving Site
Development Review for the Fallon Gateway commercial center located on the west side of
Fallon Road between Dublin Boulevard and I-580. Parcel Map 9827, approved by Resolution
181-09 on December 9, 2009, subdivided the 33.9-acre area of Fallon Gateway into five parcels
and dedicated to the City related easements. The site plan has been slightly revised due to
changes in the footprint of the proposed Target store. The alignment of the Public Utility
Easement and Emergency Access Easement dedicated and accepted with Parcel Map 9827
need to be revised to conform to the revised site plan.
The Quit Claim Deed and Easement Grant Deed has been reviewed and found to be in
conformance with the Parcel Map 9827 Tentative Map and Conditions of Approval adopted by
Community Development Director Resolution No. 09-07 on August 12, 2009.
NOTICING REQUIREMENTS/PUBLIC OUTREACH: ~
No public noticing is required. A copy of Staff Report to be sent to James Tong on behalf of
Stanforth Holding Company.
ATTACHMENTS: 1. Resolution Approving Quit Claim Deed to Existing
Parcel Map 9827 Public Utility Easement and Emergency
Vehicle Access Easement and Accepting New Public Utility
Easement and Emergency Vehicle Access Easement for
Fallon Gateway, together with Exhibit "A," Quit Claim Deed
and Exhibit "B", Easement Grant Deeds
G:\DEVELOPMENT, PRIVATE\Dublin Ranch~Area B\Fallon Gateway\PM 9827\Staff Report Easements.DOC
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9
RESOLUTION NO. - 10
A RESOLUTION OF THE CITY COUNCIL
OF THE CITY OF DUBLIN
**~**~*~*
APPROVING QUIT CLAIM DEED TO EXISTING PARCEL MAP 9827 PUBLIC UTILITY
EASEMENT AND EMERGENCY VEHICLE ACCESS EASEMENT AND ACCEPTING NEW
PUBLIC UTILITY EASEMENT AND EMERGENCY VEHICLE ACCESS EASEMENT FOR
FALLON GATEWAY
WHEREAS, Parcel Map 9827 in the incorporated territory of the City of Dublin, State of
California was approved by City Council Resolution No. 181-09 all in accordance with
provisions of the Subdivision Map Act of the State of California and the City of Dublin Code; and
WHEREAS, the rights to the areas marked on Parcel Map 9827 as Dublin Boulevard
Public Service Easement (PSE), Public Utility Easement (PUE), Emergency Vehicle Access
Easement (EVAE) and Storm Drain Maintenance Easement (SDME) offered for dedication to
public use in conformity with the terms of dedication were accepted subject to improvement;
and
WHEREAS, the Stanforth Holding Company, LLC has executed and filed with the City of
Dublin an Quitclaim Deed, attached as Exhibit "A", to extinguish portions of the Public Utility
Easement (PUE) and Emergency Vehicle Access Easement (EVAE) dedicated on Parcel Map
9827 ; and
WHEREAS, the Stanforth Holding Company, LLC has executed and filed with the City of
Dublin an Easement Grant Deed, attached as Exhibit "B", to dedicate new Public Utility
Easement (PUE) and Emergency Vehicle Access Easement (EVAE);
NOW, THEREFORE, BE IT RESOLVED that said Quitclaim Deed is hereby approved
and that the City Manager is hereby authorized by the City Council to execute the Quit Claim
Deed, hereto attached as Exhibit "A" and the Clerk of this City Councit is hereby directed to
transmit said Deed to the County Recorder for filing.
BE IT FURTHER RESOLVED that the Public Utility Easement (PUE) and Emergency
Vehicle Access Easement (EVAE) in the said Easement Grant Deed are hereby accepted,
subject to improvements and that the City Engineer is hereby authorized by the City Council to
execute the acceptance of said Easement Grant Deed, hereto attached as Exhibit "B" and the
Clerk of this City Council is hereby directed to transmit said Deed to the County Recorder for
filing.
PASSED, APPROVED AND ADOPTED this 20th day of July, 2010.
AYES:
NOES:
ABSENT:
ABSTAIN:
Mayor
ATTe n~ ~~~~~~T
a ~~1~~
ATTEST:
City Clerk
g:\develop\dublin ranch\Fallon Gateway\resolution amend agree.doc
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RECORDING REQUESTED BY:
Charter Properties
4690 Chabot Drive, Suite 100
Pleasanton, CA 94588
AND WHEN RECORDED MAIL TO:
City Clerk
City of Dublin
100 Civic Plaza
Dublin, CA 94568
MAIL TAX STATEMENTS TO: Space Above This Line For Recorder's Use
The undersigned grantor(s):
Engineering Department CITY TRANSFER TAX $
City of Dublin DOCUMENT TRANSFER TAX $
100 Civic Plaza SURVEY MONUMENT FEE $
Dublin, CA 94568 Computed on the consideration of value of property
conveyed; OR computed on the consideration or value
less liens ar encumbrances remainine at time of sale.
AFFECTS A.P.N. 985-0079-001, 985-0079-002 ESCROW NO.
QUIT CLAIM DEED
FOR VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, CITY OF
DUBLIN, A MUNICIPAL CORPORATION
Does hereby remise, release and forever quitclaim to
STANFORTH HOLDING COMPANY, LLC, A CALIFORNIA LIMITED LIABILITY
COMPANY
The following described real property in the City of Dublin, County of Alameda, State of California
SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF
THIS QUITCLAIM DEED IS BEING RECORDED TO EXTINGUISH PORTIONS OF THE
PUBLIC UTILITY EASEMENT AND EMERGENCY VEHICLE ACCESS EASEMENT
DEDICATED ON PARCEL MAP 9827, FILED DECEMBER 22, 2009 IN BOOK 315 OF
PARCEL MAPS, PAGES 20 THROUGH 23, INCLUSIVE, MORE PARTICULARLY
DESCRIBED 1N THE EXHIBITS ATTACHED HERETO.
CITY OF DUBLIN, A MUNICIPAL CORPORATION
BY:
DATE: ,2010
PRINT NAME
CITY MANAGER
C:\Documents and Settings\paulk\Local Settings\Temporary Intemet Files\OLKE4\16034-14 CITYQuitclaimDeed.doc
~-~ . f ~ i ~ ~_ ~l .~, -~ .~~~ ~
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STATE OF CALIFORNIA
COUNTY OF
On before me, a
Notary Public, personally appeared
who proved to me on the basis of satisfactory evidence to be the persons(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 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.
I certify under PENALTY OF PERJURY under the laws of the State of California that the
foregoing paragraph is true and conect.
WITNESS my hand and official seal.
Signature
Name (typed or printed), Notary Public in
and for said County and State (seal)
~~ F
//
~
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EXHIBIT A
DESCRIPTION
CITY OF DUBLIN, A MUNICIPAL CORPORATION TO STANFORTH HOLDING
COMPANY, LLC, A CALIFORNIA LIMITED LIABILITY COMPANY
ALL THAT CERTAIN REAL PROPERTY SITUATED IN THE CITY OF DUBLIN, COUNTY OF
ALAMEDA, STATE OF CALIFORNIA, BEING A PORTION OF THE PUBLIC UTILITY EASEMENT
(PUE) AND THE EMERGENCY VEHICLE ACCESS EASEMENT (EVAE) SHOWN ON PARCEL
MAP 9827, AS RECORDED IN BOOK 315 OF PARCEL MAPS AT PAGES 20 THROUGH 23, LYING
WITHIN PARCELS A AND B OF LOT LINE ADJUSTMENT 10-02, (LLA-10-02), APPROVED BY
THE CITY OF DUBLIN IN CERTIFICATE OF COMPLIANCE RECORDED IN SERIES NO. 2010-
, ALAMEDA COUNTY RECORDS, BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
BEGINNING AT THE MOST NORTHWESTERLY CORNER OF PARCEL C, OF SAID LLA-10-02,
THENCE LEAVING SAID CORNER AND ENTERING SAID PARCELS A AND B, THE
FOLLOWING THIRTY-FOUR (34) COURSES:
1. NORTH 00°26'37" EAST, 19.11 FEET,
2. ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 227.50 FEET, THROUGH A
CENTRAL ANGLE OF 45°10'03", AND AN ARC DISTANCE OF 179.34 FEET, TO A POINT
OF COMPOUND CURVATURE,
3. ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 99.50 FEET, THROUGH A
CENTRAL ANGLE OF 41°06'46", AND AN ARC DISTANCE OF 71.40 FEET, TO A POINT
OF COMPOUND CURVATURE,
4. ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 131.50 FEET, THROUGH A
CENTRAL ANGLE OF 10°44' 18", AND AN ARC DISTANCE OF 24.65 FEET, TO A POINT
OF COMPOUND CURVATURE,
5. ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 19.50 FEET, THROUGH A
CENTRAL ANGLE OF 82°58'S3", AND AN ARC DISTANCE OF 28.24 FEET,
6. SOUTH 00°26'37" WEST, 53.17 FEET,
7. ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 214.50 FEET, THROUGH A
CENTRAL ANGLE OF 41°24'45", AND AN ARC DISTANCE OF 155.04 FEET, TO A POINT
OF REVERSE CURVATURE,
8. ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 84.50 FEET, THROUGH A
CENTRAL ANGLE OF 41°24'45", AND AN ARC DISTANCE OF 61.08 FEET,
9. SOUTH 00°26'3T' WEST, 352.74 FEET,
10. ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 169.50 FEET, THROUGH A
CENTRAL ANGLE OF 21°49'S6", AND AN ARC DISTANCE OF 64.59 FEET, TO A POINT
OF REVERSE CURVATURE,
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11. ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 80.50 FEET, THROUGH A
CENTRAL ANGLE OF 21°45'41", AND AN ARC DISTANCE OF 30.57 FEET,
12. SOUTH 00°22'22" WEST, 40.83 FEET,
13. ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 80.50 FEET, THROUGH A
CENTRAL ANGLE OF 18°19'09", AND AN ARC DISTANCE OF 25.74 FEET, TO A POINT
OF REVERSE CURVATURE,
14. ALONG A CURVE TO THE LEFT HAVING A RADNS OF 169.50 FEET, THROUGH A
CENTRAL ANGLE OF 14°26'S0", AND AN ARC DISTANCE OF 42.74 FEET, TO A POINT
OF COMPOUND CURVATURE,
15. ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 1969.50 FEET, THROUGH A
CENTRAL ANGLE OF 07°25'S4", AND AN ARC DISTANCE OF 255.46 FEET, TO A POINT
OF COMPOUND CURVATURE,
16. ALONG A CURVE TO THE LEFT HAViNG A RADIUS OF 469.50 FEET, THROUGH A
CENTRAL ANGLE OF 03° 17' 19", AND AN ARC DISTANCE OF 26.95 FEET, TO A POINT
OF REVERSE CURVATURE,
17. ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 615.50 FEET, THROUGH A
CENTRAL ANGLE OF 06°50'S4", AND AN ARC DISTANCE OF 73.57 FEET,
18. SOUTH 00°22'22" WEST, 41.18 FEET,
19. ALONG A CURVE TO THE LEFT HAVING A RADNS OF 19.50 FEET, THROUGH A
CENTRAL ANGLE OF 96°04'34", AND AN ARC DISTANCE OF 32.70 FEET,
20. THENCE ALONG A NON-TANGENT CURVE TO THE RIGHT, FROM WHICH THE
RADIUS POINT BEARS NORTH OS°42' 13" WEST, HAVING A RADIUS OF 384.50 FEET,
THROUGH A CENTRAL ANGLE OF 06°08'S0", AND AN ARC DISTANCE OF 41.25 FEET,
21. NORTH 89°33'23" WEST, 30.91 FEET,
22. THENCE ALONG A NON-TANGENT CURVE TO THE LEFT, FROM WHICH THE RADIUS
POINT BEARS NORTH 00°26'37" EAST, HAVING A RADIUS OF 19.50 FEET, THROUGH
A CENTRAL ANGLE OF 90°04' 15", AND AN ARC DISTANCE OF 30.65 FEET,
23. NORTH 00°22'22" EAST, 43.19 FEET,
24. ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 584.50 FEET, THROUGH A
CENTRAL ANGLE OF 06°50'S4", AND AN ARC DISTANCE OF 69.86 FEET, TO A POINT
OF REVERSE CURVATURE,
25. ALONG A CURVE TO THE RIGHT HAVING A RADNS OF 500.50 FEET, THROUGH A
CENTRAL ANGLE OF 03 ° 1 T 19", AND AN ARC DISTANCE OF 28.73 FEET, TO A POINT
OF COMPOUND CURVATURE,
26. ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 2000.50 FEET, THROUGH A
CENTRAL ANGLE OF 07°25'S4", AND AN ARC DISTANCE OF 259.48 FEET, TO A POINT
OF COMPOUND CURVATURE,
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27. ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 200.50 FEET, THROUGH A
CENTRAL ANGLE OF 14°26'S0", AND AN ARC DISTANCE OF 50.56 FEET, TO A POINT
OF REVERSE CURVATURE,
28. ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 49.50 FEET, THROUGH A
CENTRAL ANGLE OF 18°19'09", AND AN ARC DISTANCE OF 15.83 FEET,
29. NORTH 00°22'22" EAST, 40.83 FEET,
30. ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 49.50 FEET, THROUGH A
CENTRAL ANGLE OF 21°45'41", AND AN ARC DISTANCE OF 18.80 FEET, TO A POINT
OF REVERSE CURVATURE,
31. ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 200.50 FEET, THROUGH A
CENTRAL ANGLE OF 21°49'S6", AND AN ARC DISTANCE OF 76.40 FEET,
32. NORTH 00°26'37" EAST, 371.21 FEET,
33. ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 135.50 FEET, THROUGH A
CENTRAL ANGLE OF 36° 1 T 10", AND AN ARC DISTANCE OF 85.81 FEET, TO A POINT
OF REVERSE CURVATURE,
34. THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 167.50 FEET,
THROUGH A CENTRAL ANGLE OF 21°03'39", AND AN ARC DISTANCE OF 61.57 FEET,
TO A POINT ON THE EASTERLY LINE OF PARCEL 5 OF SAID PARCEL MAP 9827,
THENCE ALONG SAID EASTERLY LINE THE FOLLOWING THREE (3) COURSES:
CONTINUING ALONG SAID CURVE TO THE LEFT HAVING A RADNS OF 167.50 FEET,
THROUGH A CENTRAL ANGLE OF 15°13'32", AND AN ARC DISTANCE OF 44.51 FEET,
2. NORTH 00°26'37" EAST, 55.27 FEET,
3. THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 145.50 FEET,
THROUGH A CENTRAL ANGLE OF 34°06'29", AND AN ARC DISTANCE OF 86.62 FEET,
THENCE LEAVING SAID EASTERLY LINE, NORTH 56°20'08" EAST, 57.00 FEET, TO A POINT
ON THE EASTERLY LINE OF SAID PARCEL B, ALONG SAID EASTERLY LINE THE
FOLLOWING SIX (6) COURSES:
1. ALONG A NON-TANGENT CURVE TO THE RIGHT, FROM WHICH THE RADIUS POINT
BEARS SOUTH 56°20'08" WEST, HAVING A RADIUS OF 202.50 FEET, THROUGH A
CENTRAL ANGLE OF 11 °57' 12", AND AN ARC DISTANCE OF 42.25 FEET, TO A POINT
OF REVERSE CURVATURE,
ALONG A CURVE TO THE LEFT HAVING A RADNS OF 19.50 FEET, THROUGH A
CENTRAL ANGLE OF 73°39'S3", AND AN ARC DISTANCE OF 25.07 FEET, TO A POINT
OF REVERSE CURVATURE,
ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 178.50 FEET, THROUGH A
CENTRAL ANGLE OF 62°06'OS", AND AN ARC DISTANCE OF 193.47 FEET, TO A POINT
OF COMPOUND CURVATURE,
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4. ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 284.50 FEET, THROUGH A
CENTRAL ANGLE OF 33°43'OS", AND AN ARC DISTANCE OF 167.43 FEET,
5. SOUTH 00°26'37" WEST, 19.11 FEET,
6. THENCE NORTH 89°33'23" WEST, 57.00 FEET, TO THE POINT OF BEGINNING,
CONTAINING 1.53 ACRES MORE OR LESS.
END OF DESCRIPTION
PORTION OF APN' S 985-0079-001-00 AND 985-0079-002-00
PREPARED BY: ~Q ~ND SV9
v~'~~~'~,~N. W ~y~F9~~
o~
MARK WEHBER ~' No. 7960
LICENSED LAND SURVEYOR NO. 7960 * EXp 3.~~-~Z ~`
STATE FiCALIFORNIA N~9~•_ Q•~\//
C
mAC~Y~somps
CIVIL ENGINEERING LAND PLANNING LAND SURVEYING
5142 Franklin Drive Sulte B, Pleasanton, CA. 94588-3355
(925) 225-0690
(o-3a -l J
DATE
P:\16034-14~PIats & Legals\16034-14_CITY_EXTINGUISHMENT.DOC
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LEGEND
0' 50' 100' 200'
BOUNDARY OF DESCRIPTION -
- - - - - EXISTING PARCEL SCALE: 1"=100'
RIGHT OF WAY
------- --- EXISITING EASEMENT PLAT TO ACCOMPANY DESCRIPTION
BK BOOK CITY OF DUBLIN EVAE AND PUE TO STANFORTH
DSRSD DUBLIN SAN RAMON SERVICE DISTRICT HOLDING COMPANY LLC OVER PARCELS A AND
EVAE EMERGENCY VEHICLE ACCESS EASEMENT
LLA
LOT LINE ADJUSTMENT B OF LLA-10-02, SERIES N0. 2010-
PM
PARCEL MAP DUBUN GWFORNIA
PG PAGE ~A~~~ ~ ~0~~~
P.O.B. POINT OF BEGINNING
PAE PRIVATE ACCESS EASEMENT ENGINEERS PLANNERS su~oRs
5142B FRANKLIN DR, PLEASANTON, CA 94588 (925)225-0690
PUE PUBLIC UTILITY EASEMENT
~R~ RADIAL BEARING DRAWN DATE SCALE
" JOB N0.
IBM MAY, 2010 =100'
1 16034-14
06-04-2010 9:53am A~ark Wehber P:\16034-14~PLATS & LEGALS\ABANDONA~ENT-20100527.DWG
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LEGEND I
BOU~IDARY OF DESCRIPTION
- - - - - EXISTING PARCEL
RIGHT OF WAY
------ ---- EXISTING EASEMENT
BK BOOK
DSRSD DUBLIN SAN RAMON SERVICE
EVAE EMERGENCY VEHICLE ACCESS
LLA LOT LINE ADJUSTMENT
PM PARCEL MAP
PG PAGE
P.0.6: POINT OF BEGINNING
PAE PRIVATE ACCESS EASEMENT
PUE PUBLIC UTILITY FASEMENT
(R) RADIAL BEARING
R=2000.5' f 1 1_~~1 ~
~=07°25'54" ~ ~ ~ ~ :~ ~ °'• ~
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0' 50' 100' 200'
SCALE: 1"=100'
PLAT TO ACCOMPANY DESCRIPTION
DISTRICT CITY OF DUBLIN EVAE AND PUE TO STANFORTH
EASEMENT HOLDING COMPANY LLC OVER PARCELS A AND
B OF LLA-10-02, SERIES N0. 2010-
DUBIJN C~ALIFORNIA
mAC~Y ~ somps
ENGINEERS PIANNERS SURVEYORS
5142B FRANKLIN DR, PLEASANTON, CA 94588 (925)225-0690
DRAWN DATE SCALE JOB N0.
IBM MAY, 2010 1"=100' 16034-14
Uti-U4-YU7U 9:03am Mafk Wehber Y:\1tiUJ4-14\NLAIS dG LtW1LS\AtlANUUNMtNI-2U1U0b1/.UWG
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RECORDING REQUESTED BY
Charter Properties
4690 Chabot Drive, Suite 100
Pleasanton, CA. 94588
WHEN RECORDED MAIL TO:
City Clerk
City of Dublin
100 Civic Plaza
Dublin, California 94568
MAIL TAX STATEMENTS TO:
City of Dublin
Engineering Deparhnent
100 Civic Plaza
Dublin, CA 94568
The undersigned grantor(s):
CITY TRANSFER TAX $
DOCUMENTARY TRANSFER TAX $
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.
(PORT~ON OF APN: 955-0079-001 AND 985-0079-002)
JiJNE 29, 2010
EASEMENT GRANT DEED
FOR VALUABLE CONSIDERATION, receipt of which is hereby acknowledged
STANFORTH HOLDING COMPANY, LLC, A CALIFORNIA LIMITED LIABILITY COMPANY
hereby GRANT(S) to
CITY OF DUBLIN, A MUNICIPAL CORPORATION
The real property in the City of: DUBLIN
County o£ ALAMEDA
State of CALIFORNIA, described as
A PUBLIC UTILITY EASEMENT FOR THE PURPOSE OF CONSTRUCTION AND MAINTENANCE OF UNDERGROUND
UTILITY STRUCTURES AND AN EMERGENCY VEHICLE ACCESS EASEMENT FOR THE PURPOSE OF INGRESS AND
EGRESS OF EMERGENCY VEHICLES, BEING A PORTION OF PARCEL A AND PARCEL B OF LOT LINE ADNSTMENT
10-02, (LLA-10-02), APPROVED BY THE CITY OF DUBLIN IN CERTIFICATE OF COMPLIANCE RECORDED IN SERIES
NO. 2010- ALAMEDA COUNTY RECORDS.
FOR LEGAL DESCRIPTION & PLAT, SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF.
BY: STANFO,R~'I~ HOLDING COMPANY LLC, A CALIFORNIA LIMITED LIABILITY COMPANY
BY: ~tl`I I ~ ' DATE: ~~~/ ~ ~} ~ 2010
JA ES TO AGER
P:\16034-14\Plats & Legals\16034-14 Deed for PSE to Dublin.doc
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STATE OF CALIFORNIA p
COUNTY OF ,~\ c~,.~ ~C~,c~..
On ~,,,~. ~~~~ p before me, ~„ ~~ " e,, a
Notary Public, personally appeared (~.,, ~S ~-r.
who proved to me on the basis of satisfactory evidence to be the persons(~j whose nameEs) is/a~
subscribed to the within instrument and acknowledged to me that he/ske{~key executed the same
in hislh~ authorized capacity(i~es•) and by his/he~~eir signature(-s) on the instrument the
person($), or the entity upon behalf of which the person(s~ acted, executed the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California that the
foregoing paragraph is true and correct.
WITNESS my hand and official se
Signature ~
~ ~.~-.~, t~ ~v~ r. ;~` 1~'~. ~P ~ ~-
~ .E~~~ • SA~JDt7AANN PHILIPPE ~
' COMM. # 1778120
~ ~~- • NOTARY PUBIIC - CALIFORNlA A
~ ~ ALAMEDA COUN7Y (~
~+ . ` COMM. EXPIRE3 DEC. 2, 2011 ''
Name (typed or printed), Notary Public in
and for said County and State
(seal)
i3a~ ~~
CERTIFICATE OF ACCEPTANCE:
This is to certify that the interest in real property conveyed by this Deed or Grant, dated June 29,
2010, from Stanforth Holding Company, LLC, for a Grant of a Public Utility Easement and a
Emergency Vehicle Access Easement (over, under, and across a portion of Parcels A and B of
LLA-10-02) to the City of Dublin, a governmental agency, is hereby accepted by Mark Lander,
City Engineer, on behalf of the Dublin City Council puxsuant to authority conferred by
Resolution No. 24-87 of the Dublin City Council, adopted on April 13, 1987, and the grantee
consents to recordation thereof by its duly authorized officer.
DATED: , 2010
Mark Lander, City Engineer
By:
City of Dublin
100 Civic Plaza
Dublin, California 94568
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Page 1 of 6
EXHIBIT A
PUBLIC UTILITY EASEMENT AND
EMERGENCY VEHICLE ACCESS EASEMENT
ALL THAT CERTAIN REAL PROPERTY SITUATED IN THE CITY OF DUBLIN, COUNTY OF
ALAMEDA, STATE OF CALIFORNIA, BEING A PORTION OF PARCELS A AND B OF LOT LINE
ADJUSTMENT 10-02, (LLA-10-02), APPROVED BY THE CITY QF DUBLIN IN CERTIFICATE OF
COMPLIANCE RECORDED IN SERIES NO. 2010- ,
ALAMEDA COUNTY RECORDS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE MOST NORTHWESTERLY CORNER OF PARCEL C, OF SAID LLA-10-02,
THENCE LEAVING SAID CORNER AND ENTERING SAID PARCELS A AND B, THE
FOLLOWING THIRTY-FOUR (34) COURSES:
1. NORTH 00°26'37" EAST, 19.11 FEET,
2. ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 227.50 FEET, THROUGH A
CENTRAL ANGLE OF 45°10'03", AND AN ARC DISTANCE OF 179.34 FEET, TO A POINT
OF COMPOUND CURVATURE,
3. ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 99.50 FEET, THROUGH A
CENTRAL ANGLE OF 41 °06'46", AND AN ARC DISTANCE OF 71.40 FEET, TO A POINT
OF COMPOUND CURVATURE,
4. ALONG A CURVE TO THE LEFT HAVING A RADNS OF 131.50 FEET, THROUGH A
CENTRAL ANGLE OF 10°44' 18", AND AN ARC DISTANCE OF 24.65 FEET, TO A POINT
OF COMPOUND CURVATURE,
5. ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 19.50 FEET, THROUGH A
CENTRAL ANGLE OF 82°58'S3", AND AN ARC DISTANCE OF 28.24 FEET,
6. SOUTH 00°26'37" WEST, 53.17 FEET,
7. ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 214.50 FEET, THROUGH A
CENTRAL ANGLE OF 41 °24'45", AND AN ARC DISTANCE OF 155.04 FEET, TO A POINT
OF REVERSE CURVATURE,
8. ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 84.50 FEET, THROUGH A
CENTRAL ANGLE OF 41°24'45", AND AN ARC DISTANCE OF 61.08 FEET,
9. SOUTH 00°26'37" WEST, 341.63 FEET,
10. ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 169.50 FEET, THROUGH A
CENTRAL ANGLE OF 24°34'40", AND AN ARC DISTANCE OF 72.71 FEET, TO A POINT
OF REVERSE CURVATURE,
1 l. ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 80.00 FEET, THROUGH A
CENTRAL ANGLE OF 24°34'40", AND AN ARC DISTANCE OF 34.32 FEET,
12. SOUTH 00°26'3T' WEST, 139.83 FEET,
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13. ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 255.50 FEET, THROUGH A
CENTRAL ANGLE OF 14°44' 15", AND AN ARC DISTANCE OF 65.72 FEET, TO A POINT
OF REVERSE CURVATURE,
14. ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 154.50 FEET, THROUGH A
CENTRAL ANGLE OF 14°44' 15", AND AN ARC DISTANCE OF 39.74 FEET,
15. SOUTH 00°26'37" WEST, 184.46 FEET,
16. ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 184.50 FEET, THROUGH A
CENTRAL ANGLE OF 07°19'27", AND AN ARC DISTANCE OF 23.58 FEET, TO A POINT
OF REVERSE CURVATURE,
17. ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 215.50 FEET, THROUGH A
CENTRAL ANGLE OF 07° 15' 12", AND AN ARC DISTANCE OF 27.28 FEET,
18. SOUTH 00°22'22" WEST, 25.55 FEET,
19. ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 19.50 FEET, THROUGH A
CENTRAL ANGLE OF 96°04'34", AND AN ARC DISTANCE OF 32.70 FEET,
20. THENCE ALONG A NON-TANGENT CURVE TO THE RIGHT, FROM WHICH THE
RADIUS POINT BEARS NORTH OS°42' 13", HAVING A RADIUS OF 384.50 FEET,
THROUGH A CENTRAL ANGLE OF 06°08'S0", AND AN ARC DISTANCE OF 41.25 FEET,
21. NORTH 89°33'23" WEST, 30.91 FEET,
22. THENCE ALONG A NON-TANGENT CURVE TO THE LEFT, FROM WHICH THE RADIUS
POINT BEARS NORTH 00°26'37" EAST, HAVING A RADIUS OF 19.50 FEET, THROUGH
A CENTRAL ANGLE OF 90°04' 15", AND AN ARC DISTANCE OF 30.65 FEET,
23. NORTH 00°22'22" EAST, 27.57 FEET,
24. ALONG A CURVE TO THE LEFT HAVING A RADNS OF 184.50 FEET, THROUGH A
CENTRAL ANGLE OF 07°15' 12", AND AN ARC DISTANCE OF 23.36 FEET, TO A POINT
OF REVERSE CURVATURE,
25. ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 215.50 FEET, THROUGH A
CENTRAL ANGLE OF 07°19'27", AND AN ARC DISTANCE OF 27.55 FEET,
26. NORTH 00°26'37" EAST, 184.46 FEET,
27. ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 185.50 FEET, THROUGH A
CENTRAL ANGLE OF 14°44' 15", AND AN ARC DISTANCE OF 47.71 FEET, TO A POINT
OF REVERSE CURVATURE,
28. ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 224.50 FEET, THROUGH A
CENTRAL ANGLE OF 14°44' 15", AND AN ARC DISTANCE OF 57.75 FEET,
29. NORTH 00°26'37" EAST, 139.83 FEET,
30. ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 49.00 FEET, THROUGH A
CENTRAL ANGLE OF 24°34'40", AND AN ARC DISTANCE OF 21.02 FEET, TO A POINT
OF REVERSE CURVATURE,
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Page 3 of 6
31. ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 200.50 FEET, THROUGH A
CENTRAL ANGLE OF 24°34'40", AND AN ARC DISTANCE OF 86.01 FEET,
32. NORTH 00°26'37" EAST, 360.10 FEET,
33. ALONG A CURVE TO THE RIGHT HAVING A RADNS OF 135.50 FEET, THROUGH A
CENTRAL ANGLE OF 36° 17' 10", AND AN ARC DISTANCE OF 85.81 FEET, TO A POINT
OF REVERSE CURVATURE,
34. THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 167.50 FEET,
THROUGH A CENTRAL ANGLE OF 21°03'39", AND AN ARC DISTANCE OF 61.57 FEET,
TO A POINT ON THE EASTERLY LINE OF PARCEL 5 OF PARCEL MAP 9827,
RECORDED IN BOOK 315 OF PARCEL MAPS AT PAGES 20 THROUGH 23, INCLUSIVE,
ALAMEDA COUNTY RECORDS,
THENCE ALONG SAID EASTERLY LINE THE FOLLOWING THREE (3) COURSES:
1. CONTINUING ALONG SAID CURVE TO THE LEFT HAVING A RADIUS OF 167.50 FEET,
THROUGH A CENTRAL ANGLE OF 15°13'32", AND AN ARC DISTANCE OF 44.51 FEET,
2. NORTH 00°26'37" EAST, 55.27 FEET,
3. THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 145.50 FEET,
THROUGH A CENTRAL ANGLE OF 34°06'29", AND AN ARC DISTANCE OF 86.62 FEET,
THENCE LEAVING SAID EASTERLY LINE, NORTH 56°20'08" EAST, 57.00 FEET, TO A POINT
ON THE EASTERLY LINE OF SAID PARCEL B, ALONG SAID EASTERLY LINE THE
FOLLOWING SIX (6) COURSES:
1. ALONG A NON-TANGENT CURVE TO THE RIGHT, FROM WHICH THE RADIUS POINT
BEARS SOUTH 56°20'08" WEST, HAVING A RADNS OF 202.50 FEET, THROUGH A
CENTRAL ANGLE OF ll°57' 12", AND AN ARC DISTANCE OF 42.25 FEET, TO A POINT
OF REVERSE CURVATURE,
2. ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 19.50 FEET, THROUGH A
CENTRAL ANGLE OF 73°39'S3", AND AN ARC DISTANCE OF 25.07 FEET, TO A POINT
OF REVERSE CURVATURE,
3. ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 178.50 FEET, THROUGH A
CENTRAL ANGLE OF 62°06'OS", AND AN ARC DISTANCE OF 193.47 FEET, TO A POINT
OF COMPOUND CURVATURE,
4. ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 284.50 FEET, THROUGH A
CENTRAL ANGLE OF 33°43'OS", AND AN ARC DISTANCE OF 167.43 FEET,
5. SOUTH 00°26'37" WEST, 19.11 FEET,
6. THENCE NORTH 89°33'23" WEST, 57.00 FEET, TO THE POINT OF BEGIN1vING,
CONTAINING 1.53 ACRES MORE OR LESS.
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/~~ ~ ~~
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16034-14
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Page 4 of 6
END OF DESCRIPTION
PORTION OF APN'S 985-0079-001-00 AND 985-0079-002-00
PREPARED BY:
~
!~/ -~
MARK WEHBER
LICENSED LAND SURVEYOR NO. 7960
(EXP. 03/31/12)
STATE OF CALIFORNIA
/ `'~~~'~~N w~y~F~~ \
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CIVIL ENGINEERING~LAND PLANNING~LAND SURVEYING
5142 Frqnklin Drive SulTe B, Pleasanion, CA. 94588-3355
(925) 225-0690
(~~30-/O
DATE
P:\16034-14~PIats & Legals\16034-14_CITY_PUE_EVAE.DOC
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BK BOOK
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EVAE EMERGENCY VEHICLE ACCESS EASEI~ENT
LLA LOT LINE ADJUST~fENT
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06-04-2010 4:28pm ~1ark Wehber P:\16034-14\PLATS & LEGALS\REVISEO-20100527.DWG