HomeMy WebLinkAboutItem 4.15 - 1268 Notice of Pending Decision on Final Map for
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STAFF REPORT
CITY COUNCIL
DATE: December 20, 2016
TO: Honorable Mayor and City Councilmembers
FROM:
Christopher L. Foss, City Manager
SUBJECT:
Notice of Pending Decision on Final Map for Tract 8267, Parcel H at
Jordan Ranch
Prepared by: Laurie Sucgang, Senior Civil Engineer
EXECUTIVE SUMMARY:
In accordance with Chapter 9.24.80 of the Dublin Municipal Code, the City Council is
hereby notified of the City Engineer’s pending approval of the Final Map for Tract 8267,
Parcel H at Jordan Ranch. The City Engineer shall approve the Final Map within ten
(10) days following this notification.
STAFF RECOMMENDATION:
Receive the notification.
FINANCIAL IMPACT: None.
DESCRIPTION:
In accordance with Chapter 9.24.080 of the City of Dublin Mun icipal Code, this is notice
of the following:
☐ City Engineer’s receipt of the following Final Map(s) for review:
☒ City Engineer’s pending decision on the following Final Map(s):
Tract Location Developer Number of
Units/Lots
Type Proposed
Decision
8267 Parcel H at
Jordan Ranch
Tri Pointe 45 Units on
45 Lots
Duets Approve
ATTACHMENTS:
1. Copy of Final Map for Tract 8267
OWNER'S STATEMENT
THE UNDERSIGNED DOES HEREBY STATE THAT THEY ARE THE OWNERS OF ALL THE LANDS DELINEATED AND EMBRACED
WITHIN THE TRACT BOUNDARY LINE OF THIS FINAL MAP ENTITLED "TRACT 8267, JORDAN RANCH, CITY OF DUBLIN,
ALAMEDA COUNTY, CALIFORNIA ", CONSISTING OF SEVEN (7) SHEETS, THIS STATEMENT BEING UPON SHEET ONE (1)
THEREOF; THAT HE CONSENTS TO THE PREPARATION AND FILING OF SAID MAP; THAT SAID MAP PARTICULARLY SETS
FORTH AND DESCRIBES ALL THE LOTS INTENDED FOR SALE BY THEIR NUMBER AND PRECISE WIDTH AND LENGTH; AND THAT
SAID MAP PARTICULARLY SETS FORTH AND DESCRIBES THE PARCELS OF GROUND RESERVED FOR PUBLIC PURPOSES BY
THEIR BOUNDARIES, COURSES, AND EXTENT.
THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: THE AREAS DESIGNATED
AS PUBLIC SERVICE EASEMENT "PSE" FOR CONSTRUCTION AND MAINTENANCE OF UNDERGROUND UTILITY STRUCTURES,
STREET LIGHTS, AND ALL RELATED APPURTENANCES.
THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: THE AREAS DESIGNATED
AS EMERGENCY VEHICLE ACCESS EASEMENT "EVAE" FOR ACCESS OF PUBLIC SAFETY VEHICLES AND EMERGENCY EQUIPMENT.
THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: THE AREAS DESIGNATED
AS TRAIL EASEMENT "TE" FOR PEDESTRIAN INGRESS AND EGRESS. MAINTENANCE OF SAID AREA SHALL BE THE
RESPONSIBILITY OF THE HOMEOWNERS ASSOCIATION GOVERNING TRACT 8267.
THE REAL PROPERTY DESIGNATED AS BEAR VALLEY ROAD, BRICEBURG WAY, MONO VISTA PLACE, MONO VISTA STREET,
DRYTOWN AVENUE, MARKLEEVILLE ROAD, ELECTRA PLACE, AND MONITOR PLACE, ARE RESERVED AS PRIVATE STREET
EASEMENTS FOR THE PURPOSE OF PRIVATE VEHICLE AND PEDESTRIAN ACCESS WAYS. SAID PRIVATE STREET EASEMENTS
ARE NOT OFFERED FOR DEDICATION TO THE PUBLIC. SAID AREAS SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNERS
ASSOCIATION GOVERNING TRACT 8267.
THE REAL PROPERTY DESIGNATED AS PRIVATE ACCESS & PRIVATE UTILITY EASEMENT "PAUE" ARE FOR THE PURPOSES OF
PRIVATE VEHICLE AND PEDESTRIAN ACCESS WAYS, AND PRIVATE UTILITIES AND APPURTENANCES THERETO. SAID EASEMENTS
ARE NOT OFFERED FOR DEDICATION TO THE PUBLIC. MAINTENANCE OF SAID AREAS SHALL BE THE RESPONSIBILITY OF THE
HOMEOWNERS ASSOCIATION GOVERNING TRACT 8267.
THE REAL PROPERTY DESIGNATED AS PRIVATE PEDESTRIAN ACCESS EASEMENT "PPAE" ARE FOR THE PURPOSE OF PRIVATE
PEDESTRIAN ACCESS. SAID EASEMENTS ARE NOT OFFERED FOR DEDICATION TO THE PUBLIC. MAINTENANCE OF SAID AREAS
SHALL BE THE RESPONSIBILITY OF THE HOMEOWNERS ASSOCIATION GOVERNING TRACT 8267.
THE REAL PROPERTY DESIGNATED AS PRIVATE STORM DRAIN EASEMENT "PSDE" ARE FOR THE PURPOSE OF OVERLAND
DRAINAGE RELEASE AND INSTALLATION AND MAINTENANCE OF PRIVATE STORM DRAINAGE FACILITIES AND APPURTENANCES
THERETO. SAID EASEMENTS ARE NOT OFFERED FOR DEDICATION TO THE PUBLIC. MAINTENANCE OF SAID AREAS SHALL BE
THE RESPONSIBILITY OF THE HOMEOWNERS ASSOCIATION GOVERNING TRACT 8267.
THE REAL PROPERTY DESIGNATED AS PARCEL A, IS RESERVED AS COMMON AREA AND SHALL BE OWNED AND MAINTAINED
BY THE HOMEOWNERS ASSOCIATION GOVERNING TRACT 8267.
THE REAL PROPERTY DESIGNATED AS "DSRSD" ARE IRREVOCABLY OFFERED FOR DEDICATION TO DUBLIN SAN RAMON
SERVICES DISTRICT (DSRSD), OR ITS DESIGNEE IN GROSS, AS A SUBSURFACE EASEMENT AND SURFACE EASEMENT FOR
SANITARY SEWER PURPOSES, INCLUDING ACCESS THERETO, FOR CONSTRUCTION, OPERATION, MAINTENANCE, REPAIR AND
REPLACEMENT OF WORKS, IMPROVEMENTS, AND STRUCTURES, AND THE CLEARING OF OBSTRUCTIONS AND VEGETATION.
NO BUILDING OR STRUCTURE MAY BE PLACED ON SAID EASEMENT, NOR SHALL ANYTHING BE DONE THEREIN, NOR ACCESS
RESTRICTED THERETO WHICH MAY INTERFERE WITH DSRSD'S FULL ENJOYMENT OF SAID EASEMENT. SAID "DSRSD" SHALL BE
ACCEPTED BY SEPARATE INSTRUMENT SUBSEQUENT TO THE FILING OF THIS FINAL MAP.
THE REAL PROPERTY DESCRIBED HEREIN IS ALSO SUBJECT TO THAT CERTAIN DECLARATION OF COVENANTS, CONDITIONS,
AND RESTRICTIONS (CC &R'S) THAT GOVERN THIS SUBDIVISION AND ANY AMENDMENTS THERETO APPROVED IN ACCORDANCE
WITH THEIR TERMS.
THIS MAP SHOWS ALL EASEMENTS ON THE PREMISES AND /OR OF RECORD.
IN WITNESS WHEREOF,
THE UNDERSIGNED HAVE EXECUTED THIS STATEMENT ON THE
OWNER: TRI POINTE HOMES, INC., A DELAWARE CORPORATION
PRINTED NAME:
PRINTED TITLE:
DAY OF , 2016.
OWNER'S ACKNOWLEDGMENT
A NOTARY PUBLIC OR OTHER OFFICER COMPLETING THIS CERTIFICATE VERIFIES ONLY THE
IDENTITY OF THE INDIVIDUAL WHO SIGNED THE DOCUMENT TO WHICH THIS CERTIFICATE IS
ATTACHED, AND NOT THE TRUTHFULNESS, ACCURACY, OR VALIDITY OF THAT DOCUMENT.
STATE OF _
COUNTY OF
ON --------- - - - - -- 2016, BEFORE ME - -----------------------------
A NOTARY PUBLIC, PERSONALLY APPEARED -------------------------- - - - - -,
WHO 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 SIGNATURES) ON THE INSTRUMENT THE
PERSON(S), OR THE ENTITY ON 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,
SIGNATURE:
PRINT NAME:
------------------------------
NOTARY PUBLIC IN AND FOR SAID COUNTY AND STATE
MY COMMISSION NUMBER:
MY COMMISSION EXPIRES:
PRINCIPAL PLACE OF BUSINESS:
COUNTY RECORDER'S STATEMENT
FILED FOR RECORD THIS DAY OF
IN BOOK OF MAPS AT PAGES
COMPANY.
FEE: S
DOCUMENT NO.
---- - - - - -- 2016, AT ---------- M.,
AT THE REQUEST OF FIRST AMERICAN TITLE
STEVE MANNING
COUNTY RECORDER IN AND FOR THE
COUNTY OF ALAMEDA, STATE OF CALIFORNIA
DEPUTY COUNTY RECORDER
TRACT 826'7
JORDAN RANCH
BEING A RESUBDIVISION OF PARCEL "H"
AS SHOWN ON TRACT 8024,
FILED IN BOOK 313 OF MAPS AT PAGE 88
OFFICIAL RECORDS OF ALAMEDA COUNTY
CITY OF DUBLIN
ALAMEDA COUNTY, CALIFORNIA
RUGGERI— JENSEN— AZAR
CIVIL ENGINEERS, PLANNERS, SURVEYORS
PLEASANTON, CALIFORNIA
DECEMBER 2016
JOB NO. 081001TPH
SHEET 1 OF 7 SHEETS
LIVERMORE
DUBLIN
PROJECT o
SITE
CENTRAL
O
�o
iZ
o
DUBLIN BL VD
0
I�
I -580 Qs
I�
0
�p0
�r -- - -o LIVERMORE
CITY LIMIT -]
- - - - - --
PLEASANTON
---- - - - - --
(ALAMEDA
N-
COUNTY
VICINITY MAP
NOT TO SCALE
COUNTY RECORDER'S STATEMENT
FILED FOR RECORD THIS DAY OF
IN BOOK OF MAPS AT PAGES
COMPANY.
FEE: S
DOCUMENT NO.
---- - - - - -- 2016, AT ---------- M.,
AT THE REQUEST OF FIRST AMERICAN TITLE
STEVE MANNING
COUNTY RECORDER IN AND FOR THE
COUNTY OF ALAMEDA, STATE OF CALIFORNIA
DEPUTY COUNTY RECORDER
TRACT 826'7
JORDAN RANCH
BEING A RESUBDIVISION OF PARCEL "H"
AS SHOWN ON TRACT 8024,
FILED IN BOOK 313 OF MAPS AT PAGE 88
OFFICIAL RECORDS OF ALAMEDA COUNTY
CITY OF DUBLIN
ALAMEDA COUNTY, CALIFORNIA
RUGGERI— JENSEN— AZAR
CIVIL ENGINEERS, PLANNERS, SURVEYORS
PLEASANTON, CALIFORNIA
DECEMBER 2016
JOB NO. 081001TPH
SHEET 1 OF 7 SHEETS
SURVEYOR'S STATEMENT
THIS MAP WAS PREPARED BY ME OR UNDER MY DIRECTION, AT THE REQUEST OF TRI POINTE HOMES, INC.
IT IS BASED UPON A FIELD SURVEY PERFORMED IN MAY 2013, IN CONFORMANCE WITH THE REQUIREMENTS
OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCE, AND IS TRUE AND COMPLETE AS SHOWN. I
HEREBY STATE THAT THIS MAP SUBSTANTIALLY CONFORMS TO THE CONDITIONALLY APPROVED TENTATIVE
MAP (IF ANY), THAT ALL MONUMENTS ARE OF THE CHARACTER AND OCCUPY THE POSITIONS INDICATED,
OR THAT THEY WILL BE SET IN THOSE POSITIONS ON OR BEFORE DECEMBER 2018, AND THAT SAID
MONUMENTS ARE OR WILL BE SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED. THE GROSS AREA
WITHIN THE SUBDIVISION IS 4.59 ACRES, MORE OR LESS.
�J
PLS 6630
9 Q.
lF OF CAS \F�
o\ ALVIN LEUNG, P.L.S. 6630
CITY ENGINEER'S STATEMENT
DATE
I, ANDREW C. RUSSELL, CITY ENGINEER OF THE CITY OF DUBLIN, COUNTY OF ALAMEDA, STATE
OF CALIFORNIA, DO HEREBY STATE THAT I HAVE EXAMINED THE HEREIN EMBODIED FINAL MAP
ENTITLED "TRACT 8267, JORDAN RANCH, CITY OF DUBLIN, ALAMEDA COUNTY, CALIFORNIA ",
CONSISTING OF SEVEN (7) SHEETS, THIS STATEMENT BEING UPON SHEET TWO (2) THEREOF,
AND THAT THE FINAL MAP WAS PRESENTED TO ME AS PROVIDED BY LOCAL ORDINANCE THIS
______ DAY OF ----------------- 20__, AND THAT THIS MAP CONFORMS WITH THE
REQUIREMENTS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCES APPLICABLE AT THE
TIME OF APPROVAL OF THE VESTING TENTATIVE MAP AND THE SUBDIVISION AS SHOWN IS
SUBSTANTIALLY THE SAME AS IT APPEARED ON THE VESTING TENTATIVE MAP AND ANY
APPROVED ALTERATIONS THEREOF, AND THAT I APPROVE SAID MAP AND ACCEPT, SUBJECT
TO IMPROVEMENT, ON BEHALF OF THE CITY OF DUBLIN, EMERGENCY VEHICLE ACCESS
EASEMENT "EVAE ", PUBLIC SERVICE EASEMENT "PSE ", AND TRAIL EASEMENT "TE ", OFFERED
FOR DEDICATION FOR PUBLIC USE IN CONFORMITY WITH THE TERMS OF THE OFFER OF
DEDICATION.
I FURTHER STATE THAT ALL AGREEMENTS AND SURETY AS REQUIRED BY LAW TO ACCOMPANY
THE WITHIN FINAL MAP ARE APPROVED AND ARE FILED WITH THE CITY.
QROFESS /pN
RCS F�c�
c� m
w m
cy-1\ No. 61348 l�
k plVl\- F OF CA\ - \F6F`
ANDREW C. RUSSELL, CITY ENGINEER
R.C.E. 61348, EXPIRES JUNE 30, 2017
CITY OF DUBLIN, ALAMEDA COUNTY, CALIFORNIA
ACTING CITY SURVEYOR'S STATEMENT
I HEREBY STATE THAT I HAVE EXAMINED THIS
TECHNICALLY CORRECT.
�� LAND
S�
H. 1Ri
No. 5922
* Exp. 12/31/16
95 CA
DATE
MAP AND I AM SATISFIED THAT THIS MAP IS
SETH H. IRISH, PLS 5922
L
- ACTING CITY SURVEYOR, CITY OF DUBLIN
ALAMEDA COUNTY, CALIFORNIA
I LICENSE EXPIRES: DECEMBER 31, 2016
DATE
SOIL REPORT
A SOIL AND GEOTECHNICAL INVESTIGATION AND REPORT DATED AUGUST 17, 2010
PROJECT NO. 7828.000.000 WAS PREPARED BY ENGEO, INC., AND FILED WITH THE
CITY OF DUBLIN, CALIFORNIA.
NOTES
THIS PROPERTY IS ENCUMBERED BY THE FOLLOWING TERMS, PROVISIONS, AND EASEMENTS:
1. "NOTICE OF ESTABLISHMENT OF DUBLIN RANCH EAST SIDE STORM DRAIN BENEFIT DISTRICT"
RECORDED APRIL 30, 2007 AS INSTRUMENT NO. 2007168693,
2. "DEVELOPMENT AGREEMENT BETWEEN THE CITY OF DUBLIN AND BJP -ROF JORDAN RANCH, LLC
FOR THE JORDAN RANCH PROJECT" RECORDED JULY 27, 2010 AS INSTRUMENT NO. 2010206466
"ASSIGNMENTS OF RIGHTS AND ASSUMPTION OF OBLIGATIONS UNDER DEVELOPMENT AGREEMENT"
RECORDED DECEMBER 28, 2011 AS INSTRUMENT NO. 2011376354
MODIFIED NOVEMBER 24, 2015 AS INSTRUMENT NO. 2015313197
AND MODIFIED MARCH 8, 2016 AS INSTRUMENT NO. 2016056817
"ASSIGNMENT OF RIGHTS AND ASSUMPTION OF OBLIGATIONS UNDER DEVELOPMENT AGREEMENT"
RECORDED SEPTEMBER 29, 2016 AS INSTRUMENT NO. 2016250326
3. "AGREEMENT FOR LONG TERM ENCROACHMENT FOR LANDSCAPE FEATURES WITHIN TRACT 8024,
JORDAN RANCH" RECORDED JANUARY 31, 2012 AS INSTRUMENT NO. 2012030941
4. "MERCHANT BUILDER DECLARATION FOR JORDAN RANCH" RECORDED JUNE 21, 2012 AS INSTRUMENT
NO. 2012200986
5. "MEMORANDUM OF PURCHASE AGREEMENT" RECORDED SEPTEMBER 29, 2016 AS INSTRUMENT
NO. 2016250325
6. "MERCHANT BUILDER DECLARATION FOR JORDAN RANCH" RECORDED SEPTEMBER 29, 2016 AS
INSTRUMENT NO. 2016250327
CLERK OF THE BOARD OF SUPERVISORS' STATEMENT
I, ANIKA CAM PBELL- BELTON, CLERK OF THE BOARD OF SUPERVISORS OF THE COUNTY OF
ALAMEDA, STATE OF CALIFORNIA, DO HEREBY STATE, AS CHECKED BELOW, THAT:
F-] AN APPROVED BOND HAS BEEN FILED WITH THE SUPERVISORS OF THE SAID
COUNTY AND STATE IN THE AMOUNT OF S FOR THE
PAYMENT OF ALL TAXES AND SPECIAL ASSESSMENTS COLLECTED AS TAXES WHICH
ARE NOW A LIEN AGAINST SAID LAND OR ANY PART THEREOF, BUT NOT YET
PAYABLE, AND WAS DULY APPROVED BY SAID BOARD IN SAID AMOUNT.
ALL TAXES AND SPECIAL ASSESSMENTS COLLECTED AS TAXES HAVE BEEN
❑ PAID AS CERTIFIED BY THE TREASURER -TAX COLLECTOR OF THE COUNTY OF
ALAMEDA.
IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND THIS __________ DAY
OF , 2016.
ANIKA CAMPBELL - BELTON
CLERK OF THE BOARD OF SUPERVISORS
COUNTY OF ALAMEDA
STATE OF CALIFORNIA
DEPUTY CLERK
TRACT 826'7
JORDAN RANCH
BEING A RESUBDIVISION OF PARCEL "H"
AS SHOWN ON TRACT 8024,
FILED IN BOOK 313 OF MAPS AT PAGE 88
OFFICIAL RECORDS OF ALAMEDA COUNTY
CITY OF DUBLIN
ALAMEDA COUNTY, CALIFORNIA
RUGGERI- JENSEN- AZAR
CIVIL ENGINEERS, PLANNERS, SURVEYORS
PLEASANTON, CALIFORNIA
DECEMBER 2016
JOB NO. 081001TPH SHEET 2 OF 7 SHEETS
it
N
21 20 19 18 17 16 15
PARCEL "A" �iOkJAly kAl�lr'lV L)li�l �/� TRACT 802
313 IV
BASIS OF BEAR /NGS N89 °02'17 "W 259.63'(M -M)(2)
• — — — — — _ � — — (2)�_ N88 °52 47 "W 135.79'(M -M)(2) (2)
(1)(2) 140.34' 119.29 — — • N83°5447 "W 148.46' M
C3(2) 14(2)--:: L3(2) 2 •
L2(2) C4(2J N08�6 32 E R
EX. 10'PSE(2) EX. 6' EX.12 PSE(2) EX. 6 SP (2)
I C10 PARCEL A EX.307RA /L EASEMENT(2)
I 83, 706±SQ. FT. — —
1.92±ACRES
N06 °19'16 "E
5271'(2) o 11
0 50 100 150 I 1
I R= 113.00' 13 q
4
L =19 °5654"
( IN FEET )
1 inch = 50 ft.
PARCEL 8
TRACT 7281
277 M 82
I L= 39.34'(2) 14 C14 Q4 12
EX. 10'PSE(2) W 9
N63 043'50 "WR
l BRICEBU RG — — — —
I R= 87.00' „ - - _ - WAY PARCEL A
, =19 56 54
L==30.29'(2) —
15
I 16 17 18 I EX. CONSERVATION EASEMENT 1
19 8 I DOCUMENT N0. 2011368959
o I= I
I
N06019'16 "E
I 122.82(2) --4 I y 7
I �� ELECTRA
PLA CE 5
I� 6
I 24 23 22 21 20 PARCEL "l*
I I 5 TRACT 8024
I - - _ _ _ to ^ 313 /!�1 33
_
N03008'29 "W
�
1 so.83'(2) I O 25 PARCEL A
L 26
27 28 29
(1)(2) • I o
W � _
A-
4
N0601-9'16"E
I 82.15'(2) I MONITOR PLACE 6 3
I �
I
34 33 32 31 30 2
I
I N15 047'00 "E
�I 60.83'(2)
35 36 37 38 -
-
Line Table
Line
Bearing
Distance
L 1
N01 °02 24 E
12.50'
L2
N82 009'34 "E
81.50'
L3
N76 022'40 "W
8.49'
L4
I N13 °37'20 "E
1 19.50'
Curve Table
Curve
Radius
Delta
Length
Cl
22.00'
84 °43'08"
3253'
C2
414.50'
08 052'50"
64.25'
C3
285.50'
2102746"
106.95'
C4
414.50'
05010'48"
37.47'
N 39 -
N N06 °19'16 "E
L6 19.05'(2)
W I DRYTOWN A VENUE
LI
0
R= 1329.00' I �� PARCEL A
L =04 °3154"
L= 105.11'(2) I �,
Q, EX. CONSENT ND. 201368959 1 �
I � 45 44 43 I DOCUME /
42 41
I _
.06:22'... EX. 10 PSE(2) J
.......... ...........
°12 3N$ — Q = 816.00Ngg _
N00O925A =04 4138 7 1
5 00 N85�E 22_
03— 7" .90'(2) o L= 66.85(2)
41 EX.6PSE(2) �
o \
(2)
-22'22"E 371.83'(M -M) — — — — N89 "W 330.51'
(1)(2) . — — ------ — — 2) •
rF,ixITRAL PARKWA Y
0:L ,01 Die ►1Y1x►Hr►[e ]9: 9
PURSUANT TO GOVERNMENT CODE SECTIONS 66434(8) AND 66499.20.2
OF THE SUBDIVISION MAP ACT, THE EASEMENTS LISTED BELOW, AS THEY
AFFECT THE PARCELS BEING SUBDIVIDED HEREON, WILL BE ABANDONED
WITH THE FILING OF THIS MAP AND ARE THEREFORE NOT SHOWN HEREON:
1. THE EX. PUBLIC ACCESS EASEMENT (PAE) AS SHOWN ON TRACT 8024
(313 M 88).
REFERENCES:
(1) TRACT 7281, 277 M 82
(2) TRACT 8024, 313 M 88
hillrol9we
ALL MONUMENT TIE LINES ARE AT RIGHT ANGLES TO THE MONUMENT
LINE UNLESS OTHERWISE NOTED.
BASIS OF BEARINGS
THE BEARING N89 002'17 "W BETWEEN FOUND MONUMENTS IN JORDAN
RANCH DRIVE AS SHOWN ON TRACT 8024, FILED IN BOOK 313 OF
MAPS AT PAGE 88, ALAMEDA COUNTY RECORDS, IS TAKEN AS THE
BASIS OF BEARINGS FOR THIS MAP.
LEGEND
TRACT BOUNDARY LINE
LOT /PARCEL LINE
MONUMENT LINE
MONUMENT TIE LINE
- — — — — — — — — — - NEW EASEMENT LINE AS NOTED
EXISTING EASEMENT LINE AS NOTED
EXISTING LOT LINE
0
SET CITY OF DUBLIN STANDARD MONUMENT
STAMPED LS 6630
FOUND MONUMENT
STAMPED PER REFERENCE AS NOTED
EVAE
EMERGENCY VEHICLE ACCESS EASEMENT
PSE
PUBLIC SERVICE EASEMENT
DSRSD
DUBLIN SAN RAMON SERVICES DISTRICT EASEMENT
PAUE
PRIVATE ACCESS & PRIVATE UTILITY EASEMENT
PPAE
PRIVATE PEDESTRIAN ACCESS EASEMENT
PSDE
PRIVATE STORM DRAIN EASEMENT
TE
TRAIL EASEMENT
EX.
EXISTING
(M -M)
MONUMENT TO MONUMENT
(R)
RADIAL
(T)
TOTAL
SQ.FT.
SQUARE FEET
(1)
RECORD REFERENCE
(T -ESMT)
TOTAL - EASEMENT
SHEET LIMIT
4
SHEET NUMBER
TRACT 826'7
JORDAN RANCH
BEING A RESUBDIVISION OF PARCEL "H"
AS SHOWN ON TRACT 8024,
FILED IN BOOK 313 OF MAPS AT PAGE 88
OFFICIAL RECORDS OF ALAMEDA COUNTY
CITY OF DUBLIN
ALAMEDA COUNTY, CALIFORNIA
RUGGERI- JENSEN- AZAR
CIVIL ENGINEERS, PLANNERS, SURVEYORS
PLEASANTON, CALIFORNIA
DECEMBER 2016
JOB NO. 081001TPH
SHEET 3 OF 7 SHEETS
PARCEL "A 2
(1)(2)
140.34'
NOl 00224'E(R)
12.5n=
EX.10'PSE(2)
ao
21
TRA CT 3024
313 M 33
A L TA TERM]
RJAJ
20
19
TRA CT 3024
313M38
1"3
:10RJAN RAj \>r�> DRl vF
BASIS OF BEARINGS
N89 °02'17 "W 259.63'(M -M)(2) - - - - (2)
119.29 • - - - - N88 °52 47 "W 135.79'(M -M)(2) - - (2)•
' - - - - (2 N83 °54 47 "W 148.46 (u -u)(2)
QS R= 285.50 ni =2102746
106.95'
I 29.01 N76 °22'40 "W /V08�6,
32 FR
N82°09'34 "E 81.50'(x) �EX 12PSE(2) 8.49' 8=41450.
31� 18.52 _- -�81 X829 �' 37 � 8„
64.25 24.49'
R= 414.50' A =08 °5250 L =
" 9.48 C2 N�I°p- 2088' _
'09 3 ° N86 030'34 "E
61.50' 4 E " 20.93
� EX. 6'PSE(2) (T)
F \ s I I W
22.0$"
R 84 °g3 53' 29'44,30��E R \ N07 °34 41
�W
.W
0 20 40 60
( IN FEET )
1 inch = 20 ft.
REFERENCES:
(1) TRACT 7281, 277 M 82
(2) TRACT 8024, 313 M 88
N 0TFC-
ALL MONUMENT TIE LINES ARE AT RIGHT ANGLES TO THE MONUMENT
LINE UNLESS OTHERWISE NOTED.
PARCEL A o I BASIS OF BEARINGS
/ DSRSD - - --\ \ \
- - f - C24 - - - - - - - C - - - \ \ 21' I \ 1.92fACRES - _ THE BEARING N89 002'17 "W BETWEEN FOUND MONUMENTS IN JORDAN
4.36' PARCEL A \ \ \ \ RANCH DRIVE AS SHOWN ON SHEET 3 AND ON TRACT 8024, FILED IN
..............I 1.92 1ACRES \ \ I\ 1 BOOK 313 OF MAPS AT PAGE 88, ALAMEDA COUNTY RECORDS, IS
45
50' N83 040'44 "W 82.67' \ \
TAKEN AS THE BASIS OF BEARINGS FOR THIS MAP.
I 71.00' /V83 040'44 'W 142. DO' N83 °40 44 "W
\ I 5.00'
13. 00
37.17' I I q I I o f f ' S PSE, DSRSD 71. p'
s I _ L3 T 1,3 , o �.. LEGEND
- - - TRACT BOUNDARY LINE
2,272-+ SQ.FT. hN -� I^ 10 LOT /PARCEL LINE
�
�I o ICI �i� I
i -�I I IN
o ^ll
2,272-+ SQ.FT °
I MONUMENT LINE o Io 4o44 "W 71. 00 I,4 MONUMENT TIE
LINE kw 14 - - - - - - NEW EASEMENT LINE
AS NOTED 3,678E SQ.FT W 13 83° 4044" W71.00
I
0 0
2,719-+ SQ.FT. � / ; I f _ I 12 I to4i o o I - - EXISTING EASEMENT LINE AS NOTED
= o = / // 3,271-+ SQ.FT. o� ���rn ^� �� I I EXISTING LOT LINE
N83 °40'44 "W 73.18(T)
- - J 1
oa -
^o �o 1.36
oh PSE, DSRSD °4044'{y �G�`
-r- - DSRSD
�I 8PPAE I PSDE Nps
I
4,&
L NCO ° 1 ¢st
9
3PSE I I =O j ol�l 3,349-+ SQ.FT. I
DSR D
-� I ►3PSE
N83"W Iyl I -D-R14.00
I
I
4 PS -� \
/ �> �3v�� / �sry C21 N83 °40 44 "W PARCEL A -,- L2(T) SoF PSE f C8 i I C9 5'PSE, I \ \
/` _ _23.00 DSRSD I I zW
C19- - - - - - - 1.92 -+ACRES 9.00' C6 ¢ 4 12.96' 11.50' -
o
N89 °10 52 "E 94.73'(M -M) N26 017' 19. DO' o° 71.00 (LOT 9 I °j kcs 58 "E R C7 Noj71: " N83 °4044 "W 35.00' ) I
O / 8 N01 °01 '17 "W R c� `n BRICEBU0 X44 "W 113.00 (M -M ¢1 �R 183.96'(T) _
. WAY -
� o
CA
006 �2
PARCEL A
II 1.92 -+ACRES
DSRSD,
PPAE, PSDE
o
15
10. 71 ,II =°
= f _ I
o SEE SHEET 5
Line Table
Line
Bearing
Distance
L1
N06019'16'E
27.20'
L2
N83 °40 44 "W
34.00'
L3
N83 °40'44 "W
20.00'
L 4
1 N06 %9'16 "E
28.00'
L5
N83 °40'44 "W
17.00'
L6
N06 %9'16 "E
2.00'
L7
N83 °40 44 "W
18.52'
L8
N76019'16 "E
7.46'
Line Table
Line
Bearing
Distance
L9
N06019'16 "E
5.19'
L10
N26 %9'16 E
7.42'
L11
N13 040'44 "W
7.46'
L12
I N83 °40'44 "W
4.55'
L 13
N26 %9'16 "E
7.46'
L14
N13 °40'44 "W
7.24'
L15
N76 %9'16 E
18.97'
C11
Y12 C11
N83 040 44 "W 66 70'
N83040'44'W 116437(7)
(PR/ VA TE- STRE -ET) o I I N83 040'44 "W
(EVAE, PSE; DSRSD v I I 5.00'
C13 , PSDE) ^o° I I
_ PARCEL A o
-N83 °40'44" 44.70' \ �Nss ?8�9�C. I �6 I I sj" 05 1.92 -+ACRES PARCEL "1"
- - - - � ��s� •\ 'S' L7 G9 L5 L - I N8304044'W TRACT 3024
'f' \ 13.00' -� _ I N83 °40 44 "W 77., 5' 00'
21 1 I�/1
\ I x.00'
I I II o
16 17
18 Ch I
19 fLS G11 o I I
=I I
DSRSD
Curve Table
Curve
Radius
Delta
Length
Cl
74.50'
28 042106 "
37.32'
C2
2.50'
156 011'04"
6.81 '
C3
50.50'
8070'46"
70.82'
C4
1 29.50'
90 000100"
46.34'
C5
29.50'
48 013'28"
24.83'
C6
50.50'
19 05842"
17.61'
C7
9.50'
6379 39"
10.53'
C8
9.50'
46 79'03"
7.71'
Curve Table
Curve
Radius
Delta
Length
C9
1.50'
90000100"
2.J6'
C10
39.00'
J0051'07"
21.00'
C11
1.50'
70 000'00"
1.83'
C12
1 27.50'
86 °5632"
41.73'
C13
1.50
73003'28"
1.91'
C14
1.50'
77 020'33"
2.02'
C15
27.50'
82 °3927"
39.67'
C16
27.50'
35 °34 42"
17.08'
Curve Table
Curve
Radius
Delta
Length
C17
1.50'
68 00120"
1.78'
C18
50.50'
88 00120"
77.58'
C19
39.00'
54 045'11"
37.27'
C20
I 39.00'
37 05232"
25.78'
C21
39.00'
16 °5239"
11.49'
C22
29.50'
88 04435"
45.69'
C23
75.50'
22 009'49"
29.21'
C24
444.50'
11 °38 34"
90.33'
o SEE SHEET 5
a
o�
O
TRACT 826'7
JORDAN RANCH
BEING A RESUBDIVISION OF PARCEL "H"
AS SHOWN ON TRACT 8024,
FILED IN BOOK 313 OF MAPS AT PAGE 88
OFFICIAL RECORDS OF ALAMEDA COUNTY
CITY OF DUBLIN
ALAMEDA COUNTY, CALIFORNIA
RUGGERI- JENSEN- AZAR
CIVIL ENGINEERS, PLANNERS, SURVEYORS
PLEASANTON, CALIFORNIA
DECEMBER 2016
JOB NO. 081001TPH
SHEET 4 OF 7 SHEETS
SET CITY OF DUBLIN STANDARD MONUMENT
8
STAMPED LS 6630
TRACT 826'7
JORDAN RANCH
BEING A RESUBDIVISION OF PARCEL "H"
AS SHOWN ON TRACT 8024,
FILED IN BOOK 313 OF MAPS AT PAGE 88
OFFICIAL RECORDS OF ALAMEDA COUNTY
CITY OF DUBLIN
ALAMEDA COUNTY, CALIFORNIA
RUGGERI- JENSEN- AZAR
CIVIL ENGINEERS, PLANNERS, SURVEYORS
PLEASANTON, CALIFORNIA
DECEMBER 2016
JOB NO. 081001TPH
SHEET 4 OF 7 SHEETS
SET CITY OF DUBLIN STANDARD MONUMENT
STAMPED LS 6630
FOUND MONUMENT
STAMPED PER REFERENCE AS NOTED
EVAE
EMERGENCY VEHICLE ACCESS EASEMENT
PSE
PUBLIC SERVICE EASEMENT
DSRSD
DUBLIN SAN RAMON SERVICES DISTRICT EASEMENT
PAUE
PRIVATE ACCESS & PRIVATE UTILITY EASEMENT
PPAE
PRIVATE PEDESTRIAN ACCESS EASEMENT
PSDE
PRIVATE STORM DRAIN EASEMENT
TE
TRAIL EASEMENT
EX.
EXISTING
(M -M)
MONUMENT TO MONUMENT
(R)
RADIAL
(T)
TOTAL
SQ.FT.
SQUARE FEET
(1)
RECORD REFERENCE
(T -ESMT)
TOTAL - EASEMENT
TRACT 826'7
JORDAN RANCH
BEING A RESUBDIVISION OF PARCEL "H"
AS SHOWN ON TRACT 8024,
FILED IN BOOK 313 OF MAPS AT PAGE 88
OFFICIAL RECORDS OF ALAMEDA COUNTY
CITY OF DUBLIN
ALAMEDA COUNTY, CALIFORNIA
RUGGERI- JENSEN- AZAR
CIVIL ENGINEERS, PLANNERS, SURVEYORS
PLEASANTON, CALIFORNIA
DECEMBER 2016
JOB NO. 081001TPH
SHEET 4 OF 7 SHEETS
0
L
of
CIO
3
N
0
Z
SEE SHEET 4 5s SO / (2) 0 SEE SHEET 4
14
` '� _ _ � S PRSSED � �. PSE DSRSD ° 40 44 w 12 ,
25 B4' PARCEL A z h w � � , -i- _ p'�AF �. '°SOF_� � I I o ry, I I 9
>> �� / `ssz N83 °40 44 "W 1.92 ±ACRES L 1 - _ - I � ,�-' I I 5PSE, � \
PARCEL A s , - I L _ 21.00'- DSRSD
1.92±ACRES s6 �99� �' C16 12.96' - -
> - - o N26i758 "E 11.50' 19.00' o° 71.00 (LOT g)
, " N89 °10'52 "E 94.73'(M -M) - - - ° " R C2 N jjq� , N83 °40'44 "W 35 00'
N01 °01 17 W R _ N83 40 44 W 113. o0'(,y_,y)
_ `� N BRICEBURG' WA Y - - � _ _ ¢' "�R I 1 8396 (T) �..I
oh `�! h° Q� o / cif I / �, CS (PR/ VA TE o I I N83 °40'44 " "W /
/ I � _ - _ ° �+ -L 15 �C5 (EVAE, PSE STREET) I I 5.00'
-N83 40'44 "W 66.70' DSRSD, PSDE) I
= N48 44.87' NB3 °4o 44" �v 01 ti o I PARCEL A o
02 11' 164.37' T - \ N83 °40' "� 6`S10, °j -�-I I 5.5PSE, 1.92fACRES
' '23 �6' "wR 28.50' 28.50' PSE - _ - 44'!V 44.70' - NO`9� ?- \ \ �9F� I ^ �4 C,� - L3 II I DRS �
r L I 28.50' �¢F�\ ca, L5 � - _ L i
N83040'44
N8 (3T ) 0
0' 4 „W
34.00' 13.00 N83 °40'44 "W 7752 5 PSE DSR `� 21. o0' _ - 5.
PPAE, PSS,
DE
° o
o o =1 I 15 16 o f° I I W
3, 524± SQ. FT. ;4i r� 17 0° ,
a I I 2,024± 18 0 11.5 IIo
SQ. FT. 2, 024± '� 024± ° 19 -�c� I I 8 0
II h I a ° SQ. FT. W 2, ^ g o
W I I W o SQ. FT. �, 2,414± SQ. FT. I L 19.5' 3,132± SQ. FT.
I1W �, a I -►- -__ -- �� _ = 1" I I N83 °4o44'W72..o ,
� 0
IIo 0 13.50' �I i�N83 °4044 "W '(z)
O c'cr O -� o WI I I
° , _
18.00' 50.00 (T) (EVAE, PSE, DSRSD PAUE 83 40 44'W 146.96' - _ _ _ , I � N o I I 7 I °
10.71 ' II PUE, PS °"�' I I 27.46' N83 °40 44 "W � N83 °40'SDE) (T ESMr) _ - - - � ,� o � 2, 088± SQ. FT
L� J 4.54 0 28.50' 44 W o l I o
I E, pSRS ' - - ELECTRA 28.50' N83 °4o 44 "W A183040'44 „ �' I ^ I I I
PI,�gCE 2850' w � a
IN8340 44 "!W N83 °40 44" 12.50' I I I N83 °40'44'W I 4i
° W 11.
146.96'LT ESMT) 207.00' W I- ° 50'0 72.00' °
SPSE 6 Z
�Ly DSRSD
2,088± SQ. FT. I o°
I 24 h I I
I L22 , �, W ^ h I I I 4 PSDE I �,
L I I 3, 625± SQ. FT.
I I
5PSE, DSRSD, ° 2 066± 22 0j O I I I N83040'44 "W 72.00' I o
I PPAE, PSDE = 21 o I 1 1 h RA RCEL I
V ,
W SQ. FT. = 2, 066± �, h = 19.5' 13' ``'
SQ. FT. = 2SQ 6- o 2,465.± 20 SQ. FT. I ~I I o° 1 TRA CT 3024
° I -_ ^ I I N 2,484± SQ. FT. I I 313 M 83
c� to = I r-_ -__ � j `�'I I 1.5'PSE, I�
Il0 I ^ N83 °40'44 "!v 50 oo' - - 22. DO' DSRSD I ^�
�, I N83 40 44 "W -
I I r- - - _ _ _ _ - - - 28.50' Na3 °¢o 4¢ "w - - I ° CQ
a I - _ - - _ _ - 28.50' 0 44 "W - 14i N83 °40 44"
I I - - _ - - 28.50' NB3 °40 44 "!N - co W Cam, W W 7
1= I I 5PSE, DSRSD, 2 00 (T)
I - - - - _ _ _ 34.00' I � , o G5 L7 " 6 5PSE, N83 °40'44 "W
I PPAE PSDE Q DSRSD ��
I 33' - - - -
1 1 �a I_o oI� LB--- - -► I 5.00
I h a ► I �- 1= `' L7 , 16.5PSE PARCEL A o l
PARCEL A I 25 I I O DSRSD 1.92 ±ACRES
1.92 ±ACRES i 26 27 6 P I 31.50' 1 I NB N83� 0' 4 "W
0 28 I 3 °40 44 "w 72.00 �T)
SEE SHEET 6 29 I I �� `°� �I I o
I I 19.5' � r - 20 0
I �I 1 DSRSD ' 0' I
I 4 I
SEE SHEET 6 I ;� j
0
Line Table
Line
Bearing
Distance
L 1
N83 °40'44 "W
34.00'
L2
N06 °19'16 "E
28.00'
L3
N83 040'44 "W
17.00'
L4
N06019'16 "E
2.00'
L5
N83 040'44 "W
18.52'
L 6
N06 %9'16 "E
19.00'
L7
N83 040'44 "W
16.50'
L8
N06 %9'16 "E
1 1.00'
Line Table
Line
Bearing
Distance
L9
N76019'16 "E
7.46'
L10
N63 °40'44 "W
7.46'
L11
I N06 °19'16 "E
22.70'
L 12
N06 °19'16 "E
5.19'
L 13
N26 al9'16 "E
7.42'
L14
N13 °40'44 "W
7.46'
L 15
N83 °40 44 "W
4.55'
L 16
6019'16"E
7.46'
Line Table
Line
Bearing
Distance
L17
N13 °40 44 "W
7.24'
L18
N06 %9'16 "E
9.50'
L19
I N06 %9'16 "E
11.00'
L20
N06 %9'16 "E
20.00'
L21
N37 °37'51 "E
0.82'
L22
N76 019'16 "E
15.02'
L23
N76 019'16 E
18.97'
Curve Table
Curve
Radius
Delta
Length
Cl
50.50'
19 05842"
17.61'
C2
9.50'
63 °2939"
10.53'
C3
1.50'
1 90 000'00"
2.36'
C4
39.00'
30 051'07"
21.00'
C5
1.50'
70000'00"
1.83'
C6
27.50'
86 05632"
41.73'
C7
1.50'
73003'28"
1.91'
C8
i 1.50'
i 77°?0'33"
1 2.02'
Curve Table
Curve
Radius
Delta
Length
C9
27.50'
82 °39 27"
39.67'
C10
27.50'
35 °3442"
17.08'
Cll
7.50'
1 53°1837"
6.98'
C12
6.50'
22000'00"
2.50'
C13
1.50'
141018'J5"
3.70'
C14
1.50'
68 001'20"
1.78'
C15
50.50'
88 00120"
77.58'
C16
39.00'
1 54 °45'11"
37.27'
0 20 40 60
( IN FEET )
1 inch = 20 ft.
REFERENCES:
(1) TRACT 7281, 277 M 82
(2) TRACT 8024, 313 M 88
k i n-ri -cam_
All
ALL MONUMENT TIE LINES ARE AT RIGHT ANGLES TO THE MONUMENT
LINE UNLESS OTHERWISE NOTED.
BASIS OF BEARINGS
THE BEARING N89 002'17 "W BETWEEN FOUND MONUMENTS IN JORDAN
RANCH DRIVE AS SHOWN ON SHEET 3 AND ON TRACT 8024, FILED IN
BOOK 313 OF MAPS AT PAGE 88, ALAMEDA COUNTY RECORDS, IS
TAKEN AS THE BASIS OF BEARINGS FOR THIS MAP.
i E-r%E-Kin
- -
- TRACT BOUNDARY LINE
LOT /PARCEL LINE
- -
MONUMENT LINE
.............................. ...............................
MONUMENT TIE LINE
- - - - - -
- - - - - NEW EASEMENT LINE AS NOTED
-
- EXISTING EASEMENT LINE AS NOTED
EXISTING LOT LINE
SET CITY OF DUBLIN STANDARD MONUMENT
STAMPED LS 6630
FOUND MONUMENT
STAMPED PER REFERENCE AS NOTED
EVAE
EMERGENCY VEHICLE ACCESS EASEMENT
PSE
PUBLIC SERVICE EASEMENT
DSRSD
DUBLIN SAN RAMON SERVICES DISTRICT EASEMENT
PAUE
PRIVATE ACCESS & PRIVATE UTILITY EASEMENT
PPAE
PRIVATE PEDESTRIAN ACCESS EASEMENT
PSDE
PRIVATE STORM DRAIN EASEMENT
TE
TRAIL EASEMENT
EX.
EXISTING
(M -M)
MONUMENT TO MONUMENT
(R)
RADIAL
(T)
TOTAL
SQ.FT.
SQUARE FEET
(1)
RECORD REFERENCE
(T -ESMT)
TOTAL - EASEMENT
TRACT 826'7
JORDAN RANCH
BEING A RESUBDIVISION OF PARCEL "H"
AS SHOWN ON TRACT 8024,
FILED IN BOOK 313 OF MAPS AT PAGE 88
OFFICIAL RECORDS OF ALAMEDA COUNTY
CITY OF DUBLIN
ALAMEDA COUNTY, CALIFORNIA
RUGGERI- JENSEN- AZAR
CIVIL ENGINEERS, PLANNERS, SURVEYORS
PLEASANTON, CALIFORNIA
DECEMBER 2016
JOB NO. 081001TPH
SHEET 5 OF 7 SHEETS
.o°
h
I
I I
I
0 0
I to
of I2 I Cn w aZl
I^ W
0
I
o I
II ° 13.50'
I SE, DSREii
D
h � �EVPE�PPUE PS
�I I
I 19.50'
�I I I
�I �I
I
I
Q II a to
W I �
�i
I
Bearing
SEE SHEET 5
,N
II L1,
L 4 C12
I
I 5PSE, DSRSD,
o
N06 °19'16 "E
L 13 I
-- I PPAE, PSDE
N83 °40'44 "W
PARCEL A
�
3 I
I
W
1.92±ACRES
o
I
I 24
L6
�
N
L 7
N76 019'16 "E
I
= I
L-
29.88'
I O I
33' I
N83 °40 44 -
L10
N06 019'16 "E
9.50'
5 .00'
I
I I
I
0 0
I to
of I2 I Cn w aZl
I^ W
0
I
o I
II ° 13.50'
I SE, DSREii
D
h � �EVPE�PPUE PS
�I I
I 19.50'
�I I I
�I �I
I
I
Q II a to
W I �
�i
18.00'
v v 27 46'
_ L3 JI 4.54' o
45.00' - - -
�I ham°
I Nom
I
I h
I
I 34
I 3, 633± SQ. FT.
I �
5;-SF o
DSRSD,
1 -� PSDE
Q,
Iv I = I
N83 040 44 "W 51.01 '
I q� N78 3g,
PARCEL A C �� I 35
1.92±ACRES a��e
° I
SEE SHEET 7
Line Table
I
Bearing
Distance
I
I 5;°SE, DSRSD,
N83 °40'44 "W
-- I
I
TIE, PSDE
N06 °19'16 "E
�I
25
N83 °40'44 "W
N N i
3, 625± SQ. FT.
W
W
L5
o
I
L6
�
8.51'
L 7
N76 019'16 "E
7.46'
L8
N06019'16 "E
18.00'
v v 27 46'
_ L3 JI 4.54' o
45.00' - - -
�I ham°
I Nom
I
I h
I
I 34
I 3, 633± SQ. FT.
I �
5;-SF o
DSRSD,
1 -� PSDE
Q,
Iv I = I
N83 040 44 "W 51.01 '
I q� N78 3g,
PARCEL A C �� I 35
1.92±ACRES a��e
° I
SEE SHEET 7
Line Table
Line
Bearing
Distance
L 1
N83 °40'44 "W
17.00'
L2
N06 °19'16 "E
19.00'
L3
N83 °40'44 "W
16.50'
L4
N06019'16 "E
1.00'
L5
N06019'16'E
10.55'
L6
N63 040'44 "W
8.51'
L 7
N76 019'16 "E
7.46'
L8
N06019'16 "E
29.88'
L9
N63 °40'44 "W
7.46'
L10
N06 019'16 "E
9.50'
L11
N06019'16'E
11.00'
L12
N06019'16 "E
20.00'
L 13
N37 °37'51 "E
0.82'
L 14
N76 019'16 "E
15.02'
L 15
N09 °3728 "W
3.64'
23
N83 °40 44"W -
28.50'
22
LAS
'zo
kr
L
N83°4044'W -
28.50'
21
N83 °4 o44'W
_ - -- 28.50'
0
ha
26
Curve
2,066±
27 `°
28
SQ. FT. `�
2,066±
SQ. FT. W 2, 066±
33
SQ. FT.
2.36'
2,066±
Z
�
0
(E40' PSE, DSRSD } N83°40 44 "W 146.96 -
iV83 °40 44 "W PgUE PSDE iT ESMT) -
28.50' N83 °40 44 "W
_ MONITOR PL ACE 28.50' N83 °4o'44'ry
_ - LAC 28.50,
/V83 °40'44 "W 4
16.96' T
i
- _ _ ESMT)
0
L
h
Curve
Radius
Delta
h
Cl
33
90000100"
2.36'
2,066±
32
31 W
SQ. FT. 0
2,066±
1 145.00'
11018'24"
SQ. FT. =
S,Q. FT.
50.50'
22002'50"
z
28.50'- -
N83 °40'44 "W
29.Op'
36
I a�
h�
28.50'- _
N83 °40'44 "W
29.00'
- - 28.50'- -
N83 °40'44 "W
__ -_ -�- 2900'
h�a
37
38
Curve Table
Curve
Radius
Delta
Length
Cl
1.50'
90000100"
2.36'
C2
13200'
33 °4723"
7785'
C3
1 145.00'
11018'24"
1 28.61'
C4
50.50'
22002'50"
19.43'
C5
1.50'
70 000100"
1.83'
C6
26350'
09T744"
43.52'
C7
263.50'
0500121"
23.10'
C8
263.50'
040262J"
20.42'
C9
230.50'
0902744"
38.07'
C10
7.50'
53018 37"
6.98'
C11
6.50'
22 000100"
2.50'
C12
1.50'
141018'35"
3.70'
C13
13200'
11014'48"
25.91'
C14
129.00'
11 °30'42"
25.92'
h
2
col
I
SEE SHEET 5
I
I
0 34.00'
N83 °40 44 "W
o N83°40'44'1
20700 (M -U
h
30
2,465.± SQ. FT.
-- 34.00' - --
N83°4p 44 "W
3o. 00'
L15
I
39 I
I
"SE, DSRSD
PARCEL A
I
I
19.5'
STAMPED LS 6630
,� IB S
��I DSRSD
l h 4
20
I
EVAE
2,952.± SQ.
I
I
��`94
DUBLIN SAN RAMON SERVICES DISTRICT EASEMENT
44 PSDE
�
PRIVATE ACCESS & PRIVATE UTILITY EASEMENT
I I 1.5'PSE,
5
PSDE
PRIVATE STORM DRAIN EASEMENT
Cb
N83 °40 44 "W 72 00'
L 20.00 DSRSD
I
(M -M)
MONUMENT TO MONUMENT
(R)
RADIAL
I h
TOTAL
_ -
N83 °40 44 "w -
I
I o
�.50
N: I I
I W
31.50' I
I I N83 °40 44 "W 72. DO(T)
- 34.00'
2,088.± SQ. FT.
o I�
G1 _ L3 v 65PSE
L4 OSRSD�
N83 °40'44 "W
_
I I
l W
1 5�
o`O
- -i I
500' I
'o
I
fL7 G o W I
_
PARCEL A °I
2
OSRS E,
1.92 ±ACRES °I
I
1=
0
TR,A CT 30-24
31.50' j I
I
N83 °40 44 "W
I
29 ►-'
45
N83 °40 44 "W 72 00'(7) 0�
'N
G1 COI L 1 I
��
to
2,465± SQ. FT. I
i 19 5,
J Cri
I
o
h
20
13'PSE, 00
6 PSDE
o
I^ I DSRSD
I
I
I
0 34.00'
N83 °40 44 "W
o N83°40'44'1
20700 (M -U
h
30
2,465.± SQ. FT.
-- 34.00' - --
N83°4p 44 "W
3o. 00'
L15
I
39 I
I
"SE, DSRSD
PARCEL A
RD a
t o
STAMPED LS 6630
1.92 ±ACRES I
l h 4
t o
STAMPED PER REFERENCE AS NOTED
EVAE
2,952.± SQ.
FT.
PUBLIC SERVICE EASEMENT
��`94
DUBLIN SAN RAMON SERVICES DISTRICT EASEMENT
44 PSDE
�
PRIVATE ACCESS & PRIVATE UTILITY EASEMENT
�o
SSE
DRS SD
PSDE
PRIVATE STORM DRAIN EASEMENT
Cb
N83 °40 44 "W 72 00'
I
EXISTING
(M -M)
MONUMENT TO MONUMENT
(R)
RADIAL
2
'�
TOTAL
�o
SQUARE FEET
�.50
N: I I
3
cd
I
I v I
2,088.± SQ. FT.
I I
l W
1 5�
N83 °4o' "
44 W 72.00'
I �
I `°
�
I
fL7 G o W I
_
2
I
PARCEL *11u
I O = I I
2,088± SQ. FT.
o = I
TR,A CT 30-24
i 1s 5' -------�I I
313 m 83
I 14j' I N8304044 "W 7200'
_45' I I I
16' ° I DSRSD 44 PS�
cT
\ �o I 3, 330± SQ. FT.
I I
N85 004 28 "E R
I I N84 °48'34
U� I
1 83 °4044 "1W 69.19'
N8
52002052ER
\ N83 °40'44 "W
w 5.00 I
SEE SHEET 7 m CR. I
0 20 40 60
( IN FEET )
1 inch = 20 ft.
REFERENCES:
(1) TRACT 7281, 277 M 82
(2) TRACT 8024, 313 M 88
N 0TFC-
i
N
I
ALL MONUMENT TIE LINES ARE AT RIGHT ANGLES TO THE MONUMENT
LINE UNLESS OTHERWISE NOTED.
BASIS OF BEARINGS
THE BEARING N89 002'17 "W BETWEEN FOUND MONUMENTS IN JORDAN
RANCH DRIVE AS SHOWN ON SHEET 3 AND ON TRACT 8024, FILED IN
BOOK 313 OF MAPS AT PAGE 88, ALAMEDA COUNTY RECORDS, IS
TAKEN AS THE BASIS OF BEARINGS FOR THIS MAP.
FrFN n
TRACT BOUNDARY LINE
LOT /PARCEL LINE
- - MONUMENT LINE
................... ............................... MONUMENT TIE LINE
- - - - - - - - - - - NEW EASEMENT LINE AS NOTED
EXISTING EASEMENT LINE AS NOTED
EXISTING LOT LINE
TRACT 826'7
JORDAN RANCH
BEING A RESUBDIVISION OF PARCEL "H"
AS SHOWN ON TRACT 8024,
FILED IN BOOK 313 OF MAPS AT PAGE 88
OFFICIAL RECORDS OF ALAMEDA COUNTY
CITY OF DUBLIN
ALAMEDA COUNTY, CALIFORNIA
RUGGERI- JENSEN- AZAR
CIVIL ENGINEERS, PLANNERS, SURVEYORS
PLEASANTON, CALIFORNIA
DECEMBER 2016
JOB NO. 081001TPH
SHEET 6 OF 7 SHEETS
SET CITY OF DUBLIN STANDARD MONUMENT
STAMPED LS 6630
FOUND MONUMENT
STAMPED PER REFERENCE AS NOTED
EVAE
EMERGENCY VEHICLE ACCESS EASEMENT
PSE
PUBLIC SERVICE EASEMENT
DSRSD
DUBLIN SAN RAMON SERVICES DISTRICT EASEMENT
PAUE
PRIVATE ACCESS & PRIVATE UTILITY EASEMENT
PPAE
PRIVATE PEDESTRIAN ACCESS EASEMENT
PSDE
PRIVATE STORM DRAIN EASEMENT
TE
TRAIL EASEMENT
EX.
EXISTING
(M -M)
MONUMENT TO MONUMENT
(R)
RADIAL
(T)
TOTAL
SQ.FT.
SQUARE FEET
(1)
RECORD REFERENCE
(T -ESMT)
TOTAL - EASEMENT
TRACT 826'7
JORDAN RANCH
BEING A RESUBDIVISION OF PARCEL "H"
AS SHOWN ON TRACT 8024,
FILED IN BOOK 313 OF MAPS AT PAGE 88
OFFICIAL RECORDS OF ALAMEDA COUNTY
CITY OF DUBLIN
ALAMEDA COUNTY, CALIFORNIA
RUGGERI- JENSEN- AZAR
CIVIL ENGINEERS, PLANNERS, SURVEYORS
PLEASANTON, CALIFORNIA
DECEMBER 2016
JOB NO. 081001TPH
SHEET 6 OF 7 SHEETS
SEE SHEET 6
1 'V'0- - -
JIB v N78 °39'23 "W R vv .. 31 PPARCEL A N06°19 '16 "E
I Q 1 30 1 1.92 ±ACRES 60.699-M)
�� ► I I
1 ° 6 87' N83 °40'44 "W - - - ° - W
51.01 ' - 28.50'- - I 19.5' 13' I I
O �- - _ 53.51 �0T 3� - N83 40 44'!v 28.50'-- 5 PSE,
Qz' '� c�� v 1 46 64 - 29.00' N83 °40 44 "W - 28.50' - - _ _ _ ° l �¢ o ~I I DSRSD '
N83 40 44' - 34.00' _ I
O / � W
O 1 o a� 1 - - - - - - _ - -29 00 29.00' N83 °40'44 "W
30 00 II
L5
k.
/ .-N ; v I ^ a ,06019'16
35 N25 04732 E R 1 � i \ N85 °0052 -E (R) N8,3 °40¢¢„ I
4, 0861 SQ. FT. �d 36 o N84 °54'31 "W R N S. 00' _
R 1 Oa' o i
2,218± 37 h I �'I; '83 °40'44 "W 69.W LOT
SQ.FT. 2,218± co `38 0 1 (LOT 1 I
SQ. FT
2,218± ^ 39 1 2� \\ N85�428 "ER 56.47'
SQ. FT. I N I
�o z4, 2, 926E SQ. FT. � v
I I 1 I 3 °2p'00 „E R = 1� I
° I I N3 = o o l o I C--) Sp I
o I I PARCEL A _ 43.32'
Z 1 \1.92 ±ACRES �`h1 \� - - -- a� _ / \ I`'j
C20(T - - - - _ _ _- N76 °49'10 "E R I V ��1 \ ° l o,
\ o C22 II ER \,834044 "W - -_- - -___ --
DR yTp j�rN 139.52 (T ESMT) _ _ 32.00' 1 / \ I =
12.79' '83 °40 44 "W 3311 ' A VE'NU } - - - _ =zT. ss' - - J� � 19- \
h 20.11 I
N83 °40 44" 29.00 ° .0 °
h ,83 °4044 • 17.22' 29.00' W '83 40¢ (pR/V,q TE- STREET „ R
I "W 29. �' �\ \ N62 31 53 E I °j
240.60 W 29.00' DO' N83 °40 44 "W 29 00, co cV
_ o N83 °40'44 "W CS q'
9276-7 - ,. - (EVAE, pSE, DSRSD, PS DE) 29.00' 42.57' = 13 240.60 iM -Mi \ N83° p81- - - -jI
\'06 019'16 E - _ - _ _- - _N8_3 40 44 "W 202.07' DEJ N83 °40'44 " 12' _ - N6 3 44 "W o
5.00' W 42.58' \ 2 57• g "E R rn
I I N83 °40 44 "W - _ - _ _ - (T ESMT) - 31.90' 0
Me7.00' W o - ____ -_ - __ io
R I NO 916" �� _ - --
6% E - -_ - -_ PARCEL A
W 6.84' 1.92 ±ACRES h
,83 °40 44 "W qi o � \ \
d W 5.42' '� ° o `\ \
1 1 � 1 • 1�
N
( IN FEET )
1 inch = 20 ft.
REFERENCES:
(1) TRACT 7281, 277 M 82
(2) TRACT 8024, 313 M 88
N nTFq-
ALL MONUMENT TIE LINES ARE AT RIGHT ANGLES TO THE MONUMENT
LINE UNLESS OTHERWISE NOTED.
BASIS OF BEARINGS
THE BEARING N89 002'17 "W BETWEEN FOUND MONUMENTS IN JORDAN
RANCH DRIVE AS SHOWN ON SHEET 3 AND ON TRACT 8024, FILED IN
BOOK 313 OF MAPS AT PAGE 88, ALAMEDA COUNTY RECORDS, IS
TAKEN AS THE BASIS OF BEARINGS FOR THIS MAP.
LEGEND
TRACT BOUNDARY LINE
LOT /PARCEL LINE
- - MONUMENT LINE
.............................. ............................... MONUMENT TIE LINE
o I 3,385± SQ. FT 44 ^ o° `� \\ < �,°� \ 111 PAR CE *I* - NEW EASEMENT LINE AS NOTED
N r
a = 0 2,262± N 43 W 1 \ m° N �\ TRACT 8024
I = SQ. FT. 0 2,262± 42 313 NI 33
= SQ. FT. = 2,262± 41 40 I m y \ \
I SQ. FT. = 2,262± 3, 243± SQ. FT. °
Q) SQ. FT. I N36 °26'17 "E R h 1 I z cM
_ I = to o y 1
N (� -- \N
p� �� p - - - -_ -_ 4PPAE 1 NIIti o \ 1
I c�
1732, - - - -_ -_ - -_
PS-D-?--I -I 652ER
I 29.00' _ - >>O" I 62 °2 50
29 00' - I
_ N83 °40'44 "W 38.58' 1 R 2ys �R I N R,29.
Q W -- - - -- I L6 T "�WR
'83°40'44" 29.00' - - J NO2 T o -...�1 po�3 36 Opp
W 141.89' 29.00' ° � ° " O� " N 16
PARCEL A 857' N88 3323E �� R,8�60 �R �h � R,8
\ 1.92±ACRES C29 28.06' _ O\ -
\ EX. 10'PSE(2) C10 _ _ C9 C8
,ys - - - --
R= 816.00' ,L=04 041'38" L= 66.85'
�gso EX. 6'PSE(2) N00OV0925 "E R
_ N85 °27'47 "E 223.90'
0 1�
��\ITR� P Rx�►
C
_ (2) N84 X529 "W
- - 330.51 ' M -M (2) •
N85 °22'22 1.83'(M -M)(2� - -
Line Table
(1)(2)
Line
Beorin9
Distance
L 1
N06 °29'29 "W
5.00'
L2
N15 047'00 "E
11.38'
L3
N06019'16 "E
10.55'
L4
N63 °40'44 "W
8.51'
L5
N09 03728 "W
3.64'
L6
N83 °30 31 E
8.00'
Curve Table
Curve
Radius
Delta
Length
C1
145.00'
1101824"
28.61'
C2
13200'
33 °4723"
77.85'
C3
132 00'
11014'48"
25.91 '
C4
132.00'
22 °3235"
51.94'
C5
214.50'
0002546"
1.61'
C6
214.50'
20 °5838"
78.53'
C7
29.50'
210173'39"
10.84'
C8
816.00'
0002J'01"
5.46'
C9
816.00'
02T925"
35.47'
C10
816.00'
01049'12"
25.92'
Curve Table
Curve
Radius
Delta
Length
Cll
29.50'
31 °32'19"
16.24'
C12
2750'
77011'15"
37.05'
C13
30.50'
100 °25'38"
53.46'
C14
9.50'
53 °2727"
8.86'
C15
10.50'
52 °2933"
9.62'
C16
230.50'
09°2744"
38.07'
C17
263.50'
09012744"
43.52'
C18
263.50'
0500121"
23.10'
C19
263.50'
04T623"
20.42'
C20
27.50'
9902744"
47.74'
Curve Table
Curve
Radius
Delta
Length
C21
27.50'
70 °32'03"
33.85'
C22
39.00'
270173'55"
18.42'
C23
27.50'
1120172'50"
53.78'
C24
50.50'
220172'50"
19.43'
C25
1.50'
700170100"
1.83'
C26
3.00'
88 046'13"
4.65'
C27
150.00'
18016'19"
47.84'
C28
5.00'
82014'07"
7.18'
C29
14.00'
07 04553"
1.90'
C30
54.00'
J0007'01"
28.38'
O
EVAE
PSE
DSRSD
PAUE
PPAE
PSDE
TE
EX.
(M -M)
(R)
(T)
SQ.FT.
(1)
(T -ESMT)
EXISTING EASEMENT LINE AS NOTED
EXISTING LOT LINE
SET CITY OF DUBLIN STANDARD MONUMENT
STAMPED LS 6630
FOUND MONUMENT
STAMPED PER REFERENCE AS NOTED
EMERGENCY VEHICLE ACCESS EASEMENT
PUBLIC SERVICE EASEMENT
DUBLIN SAN RAMON SERVICES DISTRICT EASEMENT
PRIVATE ACCESS & PRIVATE UTILITY EASEMENT
PRIVATE PEDESTRIAN ACCESS EASEMENT
PRIVATE STORM DRAIN EASEMENT
TRAIL EASEMENT
EXISTING
MONUMENT TO MONUMENT
RADIAL
TOTAL
SQUARE FEET
RECORD REFERENCE
TOTAL - EASEMENT
TRACT 826'7
JORDAN RANCH
BEING A RESUBDIVISION OF PARCEL "H"
AS SHOWN ON TRACT 8024,
FILED IN BOOK 313 OF MAPS AT PAGE 88
OFFICIAL RECORDS OF ALAMEDA COUNTY
CITY OF DUBLIN
ALAMEDA COUNTY, CALIFORNIA
RUGGERI- JENSEN- AZAR
CIVIL ENGINEERS, PLANNERS, SURVEYORS
PLEASANTON, CALIFORNIA
DECEMBER 2016
JOB NO. 081001TPH
SHEET 7 OF 7 SHEETS