HomeMy WebLinkAboutReso 106-10 Fallon Gateway EasmtRESOLUTION NO. 106 - 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
Calif~rnia 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 Council 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.
Reso No. 106-10, Adopted 7/20/10, Item 4.11 Page 1 of 2
PASSED, APPROVED AND ADOPTEDthis 20th day of July, 2010, by the following
vote:
AYES: Mayor Sbranti, Councilmember~ Hildenbrand,Hart, Biddle,and Scholz
NOES: None
ABSENT: None
ABSTAIN: None
,~ /. ,
~~w ,~,w---- ~1
Mayor
ATTES :. ~ F
~ ~ ~'
~L' ~
City Clerk
Reso No. 106-10, Adopted 7/20/10, Item 4.11 Page 2 of 2
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
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 or encumbrances remaininQ 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 MUNICIl'AL 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 BE1NG RECORDED TO EXTINGUISH PORTIONS OF THE
PUBLIC UTILITY EASEMENT AND EMERGENCY VEHICLE ACCESS EASEMENT
DEDICATED ON PARCEL MAP 9827, FILED DECEMBER 22, 20091N BOOK 315 OF
PARCEL MAPS, PAGES 20 THROUGH 23, INCLUSIVE, MORE PARTICULARLY
DESCRIBED 1N THE EXHIBITS ATTACHED HERETO.
CITY OF DUBLIN, A MUNICIPAL CORPORATION
~J ~
B ~ DATE: ~ ~ 2010
Joh ~ Pa~~~-~ ~ ! o
PRINT NAME
CITY MANAGER
C:~Documents and Settings\paulk~I,ocal Settings\Temporary Intemet Files\OLKE4\16034-14 CITYQuitclaimDeed.doc
~x~,i b i ~~ ~
CALIFORNIA ALL-PURPOSE ACKNOWLEDG~ME4~IT
State of California
ss
County of ~ ~ ~ti 1~~-~'~~C%.
On ~V ~ ~.U .~-l.~ ~ ~~ bef9re me, ~<< ~ c; ~(~u'_ I'~~c }~ , Nc F-wv,~ i~ !~ i~wNotary
Public, perso ally appeared ~ J~, ~ t!~a ~~'~i I~ J ,
who proved to me on the basis of satisfactory evidence to be the person(sj whose name(s~ is/are
subscribed to the within instrument and acknowledged to me that he/she/they executed the same
in his/her/tkaeir authorized capacity(+~s), and that by f~is/her/thefr 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 correct.
WITNESS my hand and official seal.
CAROLWE P. SOTO
Commission # 1691321 //~~
~ -s Notary Pub11c - CatHomia ~ ,/ i
Alameda County - ~,~
My Comm. Expires Sep 2, 201 ; ~ -
/f~'LC%
Signature of Notary Public
OPTIONAL
Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent
fraudulent removal and reattachment of this form to another document.
Description of attached document:
Title or Type of Document: ~~)~~U (l_,I WI 1 J`~ ~LI
Document Date:
Signers other than named above: _
Capacity(ies) claimed by signer
Signer's Name
Number of Pages:
Signer is Representing:
^ Individual
^ Corporate Officer - Title(s):
^ Partner - ^ Limited ^ General
^ Attorney-in-Fact
^ Trustee
^ Guardian or Conservator
^ Other:
16034-14
6/29/2010
Page 1 of 6
EXHIBIT A
DESCRIPTION
CITY OF DUBLIN, A MUNICIPAL CORPORATION TO STANFORTH HOLDING
COMPANY, LLC, A CALIFORNIA LIlVIITED 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 RADNS 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 RADNS 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, 352.74 FEET,
10. ALONG A CURVE TO THE LEFT HAVING A RADNS 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,
P:\16034-14~Plats & Legals\16034-14_CTI'Y_EXTINGUISHIvIEEN'T.DOC
16034-14
6/29/2010
Page 2 of 6
11. ALONG A CURVE TO THE RIGHT HAVING A RADNS 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" VJEST, 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 CURVAT`URE,
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 RADNS 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 RADNS 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 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" WEST, HAVING A RADNS 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 RADNS 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 RADIUS OF 500.50 FEET, THROUGH A
CENTRAL ANGLE OF 03° 17' 19", AND AN ARC DISTANCE OF 28.73 FEET, TO A POINT
OF COMPOUND CURVATURE,
26. ALONG A CURVE TO THE RIGHT HAVING A RADNS 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,
P:\16034-14~Plau & Legals\16034-14_CITY_EXT'INGUISHIviENT.DOC
16034-14
6/29/2010
Page 3 of 6
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 RADNS 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 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 SAID PARCEL MAP 9827,
THENCE ALONG SAID EASTERLY LINE THE FOLLOWING THREE (3) COURSES:
1. 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 RADNS 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,
2. 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,
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,
P:\16034-14~Plats & Legals\16034-14_CTI'Y_EXTINGUISF~vv1ENT.DOC
16034-14
6/29/2010
Page 4 of 6
4. ALONG A CURVE TO THE RIGHT HAVING A RADNS 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: O ~~p~sv
~ O
v~'~~~'~N w~y69G~s-
~
MARK WEHBER -' No. 7960 ~
LICENSED LAND SURVEYOR NO. 7960 ~ EX 3.~/-~/Z
(EXP.03/31/12) N~ p ~~
STATE OF CALIFORNIA ~9~ ,~Q~~~
~F C
mAC~Y~somps
CNIL ENGINEERING LAND PLANNING L4ND SURVEYING
5142 Franklin Drive Sutte B, PleasanTon, CA. 94588-3355
(925) 225-0690
(o-,3D -!c7
DATE
P:\16034-14~Plats & Legals\16034-14_CTI'Y_EXTINGLTISfIMENT.DOC
EXHIBIT "A"
PAGE 5 A~ 6
PARC~L 3
PM 98~7
BK 3l ~ PG ~0~23
R=284.5'
~=33°43'05"
L=167.43'
R=178.5'
~=62°O6'05"
L=193.47'
r\ ~~
~ ~ \`~s ~~'r o
~ ~o ~ 'o u',
0
~~
\~ ~ ~ \
/ ``
/
/
/
/
/
/
\ /
d~
~`~
,~,. BK
~O
~~
~
~~
LEGEND
N00°26'37" E
19.11'
~ ~R=227.5' 0=45°10'03"
L=179.34'
R=99.5' ~=41°06'46"
L=71.4'
-R=131.5' 0=10°44'18"
L=24.65'
R=19.5' ~=82°58'53"
L=28.24' R~2~4 .
4~ S
i~ ~ 4~24¢ ,
6 ?" ~ ~.. .... _ . ~SS~4•5
y ~~~~'~ ,""
J R=145.5' ..-- `- -• ` ~
L~=34°O6'29" R=167.50'
L=86.62' p=15°13'32"
- N56°20'08"E(R) L=44.51' ~
57.00' I
PARC~L ~ ~
PM 98~7 ~
3~ ~ PC 20~23 I
~
~
~
~
~
I
i
I
~ PARC~L C
~ LLA~ l 0-0~
~ SERI~S N0.
~ ~0 l 0-~~~~~J~
I
1 ~
/ /
~ ~
i
o ~
~ /
~ /
--------~i
~P.O.B.
- N00°26'37' E
19,11
PARC~L B
LLA- 9 0-0~
S~RI~S N0,
20l 0-~J.~J~J
4c4 84S
(,6~?4 4S*
~ .p8,
Ra~3s ~ ~~~~ ~ .rv9;~a~~ ~~~EY11E~'~~.,, . , .
4~36, S N00°26 37'E 371.21'
(,858;10'
R=167.50'
~=2 ~ ~~3~J9~
L=61.57'
o~ 50~ 100' 200~
~o
~
~
h
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 RAI~ON SERVICE DISTRICT HOLDING COMPANY LLC OVER PARCELS A AND
EVAE EMERGENCY VEHICLE ACCESS EASEMENT
LLA
LOT LINE ADJUSTMENT g OF LLA-10-02, SERIES N0. 2010-
PM
PARCEL MAP DUBIJN GWFORNIA
PG PAGE ~~~~~ ~ ~0~~~
P.O.B. POINT OF BEGINNING
PAE PRIVATE ACCESS EASEMENT ENGINEERS PLANNERS sur~oRs
PUE PUBLIC UTILCTY EASEMENT 51428 FRANKLIN DR, PLEASANTON, CA 94588 (925)225-0690
~R~ RADIAL BEARING DRAWN DATE SCALE
" JOB N0.
IBM MAY, 2010 1
=100' 16034-14
)6-04-2010 9:53am Mark Wehber P:\16D34-14\PLATS dc LEGALS\ABANDONMENT-20100527.DWG
i i
i ~ \ ~\
i ~ EXHIBIT "A" P,~ ~~
~~
, ~ PAGf 6 A~ 6 L~ ~~~L ~
,, ___1T_~-r--- --- _-, S `>O~. ~
~
~h'~
~ ~
. ~-
~--- 1_
-----
-
----- ~ 2~~
~s
.~
---
F
~v ~
i
~ ~ I _,-_
f1
xiB
~ ~ ~
/ ~
~ \
,
r
~ /N ~ ~,
G p ~~,
~ i
'~,F~qFF, ~$ ~~. )
\
~ ~~
~
~ I M'~F
~ P'~~ ~ ~
\\
~ ~ o ~ I ~ '~~
~ ~ ~ ~
~ I
~~w 1 ~
~ 1 I , ~
o
w
a
I
~
., ~ ~ o
I \~ 1
`t' I ~ ~
~
~ PARC~L A ~~ ol
~° .
I ~
~ ~ ~
°
LLA~ ~ 0~02 =
~
~
M ~ ~
~
~
a ~~ ~,
N ~ ~ ~
~ ~
S~R1~5 1y0. ~ ~
° ~
~ ;a. ,
~ ~: ~ o ~
`°
u
~ N
Q a W
In ~~~
~~ q ~
~O 1 OJ
jj ['O
II W
iv .
p~ ~i :
II `~: ,
I Q
I
~
~'1 p
~~ ~~~A N a
O O N ~
a0Ir7 N ~1? I~ d
if~ d~ ~~~~~~
a
~~ d
~ 1~ N
N
N d .
O N:
iA 1~ ~ i ~~~
~ N
I~
Q
~ ~~n
t O II II ~ oin
~ J O~ N rn~
~ N ~rn 'n'~
M
~^ ~
O Q1N~°n:
M O: '~~I
~ J
~ll
W ~
II II
~
J I Z ~-' J II ~
~~ R=1969.5~ '~ N
II II
" ~ J
~J Z II II Z:
~J ..
• . ~
I
..
t
i~ l ~=0T25'54
. I 1~ ~ x _~~~~~.,,... :: ~. ~ 1 L=255.46' . ~ ~
Q__~• .uw _... i. i i _.~ .
~~~ ~ o _ R=2000.5~ ~ - ~
~ ~ ° ~ ~ ~=07°25'S4 °' ~ M ~ : ~ ~ o ~
n~ •°~-I~ ,,, 8o N L=259.48' ~ ~°n ~°~ ~ r~' I
p~ cri cvl ~ '- ~ w II w ~ 3
° ~ 4I N 4 II M 4 N J rh'~ : ~ N I
N ~ N ~ 00 a a iA c0 N~ N~ ~ ~"~
a ~I ~ Qj ~(j in c0 lfJ jh ~ p~ ~ : ~ ~ ~~
~ ~ ~ ~ o if? O I~ ~7 0~: I
l~ ~'I Z ~'J N~ ~ONO t~~ Z~ Z: ~ Z
p I ~ J Q-' J ~ J I~I i 1~\
~ I ~ ~ \\~
O] I
I ~ ~
I ~
(
~ I
LEGEND ~ 0' 50' 100' 200'
BOU~IDARY OF DESCRIPTION
- - - - - EXISTING PARCEL SCALE: 1"=100'
RIGHT OF WAY
---------- EXISTING EASEMENT PLAT TO ACCOMPANY DESCRIPTION
BK BOOK CIlY 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 SERIES N0. 2010-
B OF LLA-10-02
LLA LOT LINE ADJUSTMENT ,
DUBLIN GIJFORNIA
PM
PG PARCEL MAP
PAGE SO~P~
mAC~~ ~
P.0.6. POINT OF BEGINNING
PAE PRIVATE ACCESS EASEMENT ENGINEERS PUWNERS su~v~roRs
51428 FRANKLIN DR, PLEpSANTON, CA 94588 (925)225-0690
PUE PUBLIC UTILITY EASEMENT DRAWN DATE SCALE JOB N0.
~R~ RADIAL BEARING IBM MAY, 2010 1"=100' 16034-14
os-04-2010 9:53am IAark Wehber P:\16034-14~PIATS k LEGALS\ABANDONMENT-20100527.DWG
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 Department
100 Civic Plaza
Dublin, CA 94568
The undersigned grantor(s):
CITY TRANSFER TAX $
DOCUMENTARY TRANSFER TAX $
SURVEY MONUIVIENT FEE $
Computed on the consideration or value of property conveyed; OR
Computed on the wnsideration or value less liens or encumbrances
Remaining at time of sale.
(PORTION OF APN: 985-0079-001 AND 985-0079-002)
JUNE 29, 2010
EASEMENT GRANT DEED
FOR VALUABLE CONSIDERATION, receipt of which is hereby aclrnowledged
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 o£ DUBLIN
County of: 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 ADJUSTMENT
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
P:\16034-14~Plats & Legals\16034-14 Deed for PSE to Dublin.doc
DATE: ~/s~~y/ ~ ~t} ~ ,2010
E~ch ibi ~- ~
STATE OF CALIFORNIA
COUNTY OF ,~\ o~.~m 2.~,~-
On ~,,~. ~ E~0 ~ p before me, ~ ~~ " ~, a
Notary Public, personally appeared O`, ~S ~'~-
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{~ey executed the same
in his/h~ authorized capacity(ies~) and by his/her~eir signature(~s) on the instrument the
person($), or the entiiy upon behalf of which the person(s} acted, executed the instrument.
I certify under PENALTY OF PERJiJRY under the laws of the State of California that the
foregoing paragraph is true and correct.
WITNESS my hand and official se
Signature
~ C~Y~~~0. ~1~ ~~~ ;~`~ [~J~.,`~ '~ 'C ~
Name (typed or printed), Notary Public in
and for said County and State
U t~~ . SA~I oRAA#N P81L
i
PPE ~
(~ *+ • z
o
NOTARY PUSLIC
A
~ - CALIFORNIA
ALAMEDA COUNIY ~
1 ~ !c ~
/~'C ' ~M. ~~~5 ~~'+. 2. ~~~ J
(seal)
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 pursuant 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: i ~~ 2.~ , 2010
Mark Lander, City Engineer
By: ~~ '
City of Dublin
100 Civic Plaza
Dublin, California 94568
P:\16034-14~Plats & Legals\16034-14 Deed for PSE to Dublin.doc
16034-14
6/29/2010
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
ADNSTMENT 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:
l. NORTH 00°26'37" EAST, 19.11 FEET,
2. ALONG A CURVE TO THE LEFT HAVING A RADNS 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 RADNS 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 RADNS 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 RADNS 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 RADNS 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 RADNS 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,
11. ALONG A CURVE TO THE RIGHT HAVING A RADNS OF 80.00 FEET, THROUGH A
CENTRAL ANGLE OF 24°34'40", AND AN ARC DISTANCE OF 34.32 FEET,
12. SOUTH 00°26'37" WEST, 139.83 FEET,
P:\16034-14~Plats & Legals\16034-14_CITY_PLTE_EVAE.DOC
16034-14
6/29/2010
Page 2 of 6
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 CURVAT'URE,
14. ALONG A CURVE TO THE LEFT HAViNG A RADNS 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°19'2T', AND AN ARC DISTANCE OF 23.58 FEET, TO A POINT
OF REVERSE CURVATURE,
17. ALONG A CURVE TO THE RIGHT HAVING A RADNS 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 RADNS 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 RADNS
POINT BEARS NORTH 00°26'37" EAST, HAVING A RADNS 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 RADIUS 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 RADNS 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 RADNS 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,
P:\16034-14~Plats & Legals\16034-14_CITY_PLTE EVAE.DOC
16034-14
6/29/2010
Page 3 of 6
31. ALONG A CURVE TO THE RIGHT HAVING A RADNS 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 RADNS 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 1N 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 RADNS 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,
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 RADNS 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 RADNS 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.
P:\16034-14~Plats & Legals\16034-14_CTI'Y PUE_EVAE.DOC
16034-14
6/29/2010
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
/ ti~~~~~N w~y~`~~'~\
~
* No.7960 *
~ .. EXp 3-`3/- .,. ~
CA~
mACKuY~somps
CNIL ENGINEERING~LAND PLANNING LAND SURVEYING
5742 Franklin Drive Suite B, Pleasanton, CA. 94588-3355
(925)225-0690
~ -,30 - / o
DATE
P:\16034-14~Plats & Legals\16034-14_CITY_PUE_EVAE.DOC
EXH/BlT "A°
PAGE 5 GI~' 6
PARC~L 3
PM 98~7
~K 3l ~ PG ~0--~3
R=284.5'
~=33°43'05"
L=167.43'
N00'26'37' E,
19.11'
R=178.5'
~=62°06'05"
L=193.47'
`~~o ~
v ?, ~r, ~ ~
~ ~~ v' s o_
~\ ~~ r'o 'o~ ~s
~a \
a ~°
~'08"W(R)~ \
~ LR=227.5' ~=45°10'03"
L=179.34'
R=99.5' ~=41°O6'46"
~ L=71.4'
-R=131.5' ~=10°44'18"
L=24.65'
R=19.5' ~=82°58'53"
L=28.24' R 2~
17' 4,4~, ¢5
~a~s 24 ¢S+
6 4~~ `~ _`~, 4`~. 4 S 0¢.
~ ~
/ ~ 9~~ ~, ~`~, ~ `e. ~.55:27"~ ~. ~ ~~~ ~
~ \, ~: ~`R=145.5' 00°26'37'
/ ~
/ ~=34°O6'29" R=167.50' ~
/ L=86.62' p=15°13'32"
/~ N56°20'08"E(R) L=44.51' ~
57.00' I
d~ PARC~L 5 ~
~ PM ga~7 ~
~,~,. ~K 3] ~ PC ~0~~3 I
'~~
~~
~
~~
LEGEND
i
I
~ PARC~L C
~ LLA~ ~ 0~0~
~ S~RJ~S N0.
~ ~0 ] 0~~~~~~~
I
~ ~
/ ~
~ /
~
o ~
o /
~ /
--------'~
~P.O.B.
- N00°26'37" E
19.11
PARC~L B
LLA- 9 0~0~
S~RI~S N0.
20 ~ 0 ~~J.~~~~
4,~ 84S
(,6~24 4S~
~ .p8.
R, ~~
a 3~,~~ ~op
8S,8j,
R=167.50'
0=21 °03'39"
L=61.57'
BOUNDARY OF DESCRIPTION
- - - - - EXISTING PARCEL
RIGHT OF WAY
------- --- EXISITING EASEMENT
BK BOOK
DSRSD DUBLIN SAN RAMON SERVICE DISTRICT
EVAE EMERGENCY VEHICLE ACCESS EASEI~ENT
LLA LOT LINE ADJUSTMENT
PM PARCEL MAP
PG PAGE
P.O.B. POINT OF BEGINNING
PAE PRIVATE ACCESS EASEMENT
PUE PUBLIC UTILITY EASEMENT
(R) RADIAL BEARING
N00°26'37"E 341.63'
N00°26'37'E 360.10'
0' 50' 100' 200'
SCALE: 1"=100'
~o
~
~
W
~
06-04-2010 4:28pm ~lark Wehber P:\16034-14\PIATS k LEGALS\REVISED-2010D5Z7.DWG
i
~ ~ ~~ ~~
i ~ EXHIBIT "A" P ~~
~ ~ PAG~' 6 AF 6 L~ ~~l ~ t
,,____~T. ~~-r-----_-__, S~` oL c ~
~~ _. J----~------------ \ ~ ~°~o~J~s `°~ ~
~ - I --''~-_ ~ ~ ~'~
~ ~ ~ ~~~, ~• ~
~ , ~'XiST~ ~~,~ i
~ \~p~~ pU~\ ~ iJ I
1 ~ ` \~~~~ sDR~ \~
~ 1 ~ `~
~Q C~ ~ I ~'~.
~~
~
~ I
1
~~~ ~
~~
~
° I ,
`
~
~ ~ I PARC~L A
~
~ I
Q I L~,~ ~ 0~~~
,
~ S~RI~S N0. ~
~ ~
~ I ~0 ] o~
' ~
M ~~~~~~
~
I _
I ~°n I
~ ~ 1 °'
1
a
h 4
-
~
_ ~ N05 42'13"W R
R=154.50' 0-1444'15"
~
~
~ ~
~
~ a
~
~ o~ ~ L=39.74' ......
................
..
R=19.5' 0=96°04'34" L=32.70' . ~°~n~
~ ~ u
~ J ~ R=255.50~ N00°22'22"E 25.55' ~~~ ~~~ I
~, 169.50' ~
R ~ 4=14°44' 1 5" R=215.50' ~=7°15'12" L=27.28' '•~: i~ J
~ 24~g4'40 N00°26'37'E 139.83' ~=65,72~ R=184.50' ~=7°19'27' L=23.58' ~
1 l~L=~2~~~~ a_ ~. ~~ ~~~.,`"~~ ~'`~t,'~, 4~..~~~. ~`n~'', V`~. `~ ~ N00°26'37"E 184.46' ~
N00°26'37'E 139.83'
„
I
~ 2q"34 40
o
86.01' ~
~
~.
,
JI
~ I
~ I
M
d I
ol
0
m
~ I
~ I
~
LEGEND I
BOU~IDARY OF DESCRIPTION
- - - - - EXISTING PARCEL
RIGHT OF WAY
----- ----- EXISITING EASEMENT
BK BOOK
DSRSD DUBLIN SAN RAMON SERVICE
EVAE EMERGENCY VEHICLE ACCES~
LLA LOT LINE ADJUSTMENT
PM PARCEL MAP
PG PAGE
P.O.B. POINT OF BEGINNING
PAE PRIVATE ACCESS EASEMENT
PUE PUBLIC UTILITY EASEMENT
(R) RADIAL BEARING
)6-04-2010 4:28pm I~ark Wehber P:\16034-1
R=224
50' ,_ ., ~ ~, ~ ~,.
°
'
' i
.
4=14°44' 15" N00
26
37
E 184.46' I
.-
L=57.75' ~ r~ ~^~ ~
'
i
i~ ~ : ~ °'• ~
o
d' 1~
~ I~
n -
N ~f'] ^~ ^ 1'~~ W: I I
~ ~N ~
NJ
.
11
I I
N
M
~
~ J II wr ~:
J
~ M I
N
d a a
N ~ ~~ M
~
O
~ N~ ~; (
O N O Z.~ Q~
pp I
Z
O~O ~ ~ p~ ~
Z ~
\
II 4 I
N °J \
~ ~ ~ ~ ~
I ~~
~
~
II I
~ ~
I
i
0' 50' 100' 200'
SCALE: 1"=100'
I PLAT TO ACCOMPANY DESCRIPTION I
DISTRICT I EVAE AND PUE OVER PARCELS A AND B OF
EASEMENT LLA-10-02, SERIES N0. 2010-____N
ousuN
CAUFORNIA
mAC~Y~ somps
ENGINEERS PLANNERS SURVEYORS
51428 FRANKLIN DR, PLEASANTON, CA 94588 (925)225-0690
DRAWN DATE SCALE JOB N0.
IBM MAY, 2010 1"=100' 16034-14
OD527.DWG