HomeMy WebLinkAbout4.4 - 1182 Notice of Pending Decision on Final Maps fo
Page 1 of 2
STAFF REPORT
CITY COUNCIL
DATE: November 1, 2016
TO: Honorable Mayor and City Councilmembers
FROM:
Christopher L. Foss, City Manager
SUBJECT:
Notice of Pending Decision on Final Map for Tract 8295
Prepared by: Andrew Russell, City 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 8295,
a condominium subdivision located at 7144 Regional Stree t. The City Engineer shall
approve the Final Map within 10 days following this notification.
STAFF RECOMMENDATION:
Staff recommends that the City Council receive the notification.
FINANCIAL IMPACT:
None.
DESCRIPTION:
In accordance with Chapter 9.24.080 of the City of Dublin Municipal 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
8295 7144
Regional
Street
Trumark
Homes
60 Units on
6 Lots
Condominium Approve
Page 2 of 2
ATTACHMENTS:
1. Copy of Final Map for Tract 8295
OWNER'S STATEMENT:THE UNDERSIGNED DOES HEREBY STATE THAT IT IS THE OWNER OF ALL THE LANDS DELINEATED AND EMBRACED WITHIN THEBOUNDARY LINES UPON THE HEREIN EMBODIED FINAL MAP ENTITLED: "TRACT 8295 FOR CONDOMINIUM PURPOSES, CITY OF DUBLIN,
ALAMEDA COUNTY, CALIFORNIA”, CONSISTING OF FIVE (5) SHEETS, THIS STATEMENT BEING UPON SHEET ONE (1) THEREOF; THAT IT
HAS CAUSED SAID MAP TO BE PREPARED FOR RECORD AND DOES CONSENT TO THE MAKING AND RECORDATION OF SAID MAP; AND
THAT SAID MAP DOES PARTICULARLY SET FORTH AND DESCRIBE ALL PARCELS BY THEIR NUMBER OR LETTER, BEARINGS AND
DISTANCES.
THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS EASEMENTS FOR PUBLIC PURPOSES:
1.THE AREAS DESIGNATED AS EMERGENCY VEHICLE ACCESS EASEMENT (EVAE) AS SHOWN UPON SAID MAP, FOR THE PURPOSE
SHOWN ON THE FINAL MAP OF INGRESS AND EGRESS OF EMERGENCY VEHICLES.
2.THE AREAS IN, UNDER, ALONG, AND ACROSS ANY AREA OR STRIP OF LAND DESIGNATED AS PUBLIC SERVICE EASEMENTS (PSE),
AS DELINEATED AND EMBRACED WITHIN THE BOUNDARIES OF THE HEREIN EMBODIED MAP, DEDICATED TO THE CITY OF DUBLIN
FOREVER FOR THE "PURPOSES OF PUBLIC SERVICES" (AS HEREIN DEFINED). THE "PURPOSES OF PUBLIC SERVICES" SHALL
INCLUDE THE CONSTRUCTION, RECONSTRUCTION, REMOVING, REPLACING, REPAIRING, MAINTAINING, OPERATING, AND USING
"PUBLIC SERVICE FACILITIES" (AS DEFINED HEREIN), AND ACCESS THROUGH THE PUBLIC SERVICE EASEMENT FOR THESE
PURPOSES. "PUBLIC SERVICE FACILITIES" SHALL INCLUDE PUBLIC UTILITIES, FIRE HYDRANTS, ELECTROLIERS, IRRIGATION
SYSTEMS, SIGNS AND TRAFFIC SIGNALS, AND ALL NECESSARY APPURTENANCES THERETO SUCH AS BRACES, CONNECTIONS,
FASTENINGS, APPLIANCES, AND FIXTURES FOR USE IN CONNECTION THEREWITH. ALL PUBLIC SERVICE EASEMENTS SHALL BE
KEPT OPEN AND FREE FROM BUILDINGS OR STRUCTURES OF ANY KIND, WITH THE SOLE EXCEPTION OF PUBLIC SERVICE
FACILITIES. ALL PUBLIC SERVICE EASEMENTS SHALL BE CONSIDERED PUBLIC "WAYS" AS THAT TERM IS USED IN CALIFORNIA
PUBLIC UTILITIES CODE SECTION 6202, AND ALL PUBLIC UTILITIES HOLDING A VALID FRANCHISE FROM THE CITY SHALL HAVE
THE RIGHT TO USE THE PUBLIC SERVICE EASEMENTS IN ACCORDANCE WITH THE TERMS OF THE FRANCHISE.
AND THE UNDERSIGNED DOES HEREBY RESERVE TO ITSELF AND TO THE OWNERS, RESIDENTS, CUSTOMERS AND OTHERS
DESIGNATED BY THE HOMEOWNERS ASSOCIATION, THE AREAS MARKED AS PRIVATE ACCESS EASEMENT (PAE), AND PARCELS A
THROUGH G, AS SHOWN UPON SAID MAP. SAID PARCELS ARE FOR THE PURPOSE OF BUT NOT LIMITED TO, PRIVATE INGRESS AND
EGRESS, PRIVATE UTILITIES, PRIVATE STORM DRAINS, LANDSCAPING AND ALL APPURTENANCES. MAINTENANCE OF SAID PRIVATE
ACCESS WAYS IS TO BE THE RESPONSIBILITY OF THE HOMEOWNERS ASSOCIATION, ALL IN ACCORDANCE WITH THE SUBDIVISION
RESTRICTIONS GOVERNING THIS PROJECT. SAID PARCELS ARE TO BE CONVEYED TO THE HOMEOWNERS ASSOCIATION BY SEPARATE
DOCUMENT SUBSEQUENT TO THE FILING OF THIS FINAL MAP.
THE AREAS DESIGNATED AS DUBLIN SAN RAMON SERVICES DISTRICT (DSRSD) ARE HEREBY DEDICATED BY SEPARATE INSTRUMENT
TO DUBLIN SAN RAMON SERVICES DISTRICT (DSRSD), OR IT'S DESIGNEE IN GROSS, AS A SUBSURFACE EASEMENT AND SURFACE
EASEMENT FOR POTABLE AND RECYCLED WATER AND SANITARY SEWER PURPOSES, INCLUDING ACCESS THERETO, FOR THE
CONSTRUCTION, OPERATION, MAINTENANCE, REPAIR AND REPLACEMENTS 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 DONE THEREIN, NOR ACCESS RESTRICTED THERETO WHICH MAY INTERFERE WITH DSRSD'S FULL ENJOYMENT OF SAID
EASEMENT. ACCEPTANCE OF SAID EASEMENT WILL BE BY SEPARATE INSTRUMENT.
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 OR NOTES ALL EASEMENTS OF RECORD, WITHIN THE BOUNDARY LINES OF THE HEREIN EMBODIED MAP.
IN WITNESS WHEREOF, THE UNDERSIGNED HAVE EXECUTED THIS STATEMENT ON THE ______ DAY OF _______________________, 2016.
AS OWNERS:
BDC REGIONAL STREET, LLC, A CALIFORNIA LIMITED LIABILITY COMPANY, AN UNDIVIDED 62% INTEREST, AS TENANTS IN COMMON.
BY:
PRINTED: ___________________________________
TITLE: ______________________________________
BDC AMERICAN CANYON II L.P., A CALIFORNIA LIMITED PARTNERSHIP, AN UNDIVIDED 38% INTEREST, AS TENANTS IN COMMON.
BY:
PRINTED: ___________________________________
TITLE:______________________________________
CLERK OF THE BOARD OF SUPERVISORS' STATEMENT:
STATE OF CALIFORNIA)
COUNTY OF ALAMEDA)
I, ANIKA CAMPBELL-BELTON, CLERK OF THE BOARD OF SUPERVISORS FOR THE COUNTY OF ALAMEDA, STATE OF
CALIFORNIA, DO HEREBY STATE, AS CHECKED BELOW, THAT:
□AN APPROVED BOND HAS BEEN FILED WITH THE SUPERVISORS OF SAID COUNTY AND STATE IN THE AMOUNT OF
$___________ CONDITIONED FOR THE PAYMENT OF ALL TAXES AND SPECIAL ASSESSMENTS COLLECTED AS TAXES,
APPROVED BY SAID LOCAL 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 BY:
CLERK OF THE BOARD OF SUPERVISORS DEPUTY COUNTY CLERK
COUNTY OF ALAMEDA, STATE OF CALIFORNIA
COUNTY RECORDER'S STATEMENT:
FILED FOR RECORD THIS DAY OF , 2016 AT M., IN BOOK OF MAPS AT
PAGES THROUGH , UNDER SERIES NO. 2016 AT THE REQUEST OF
FIRST AMERICAN TITLE COMPANY IN THE OFFICE OF THE COUNTY RECORDER OF THE COUNTY OF ALAMEDA, STATE OF
CALIFORNIA.
FEE: $_____________
STEVE MANNING
COUNTY RECORDER IN AND FOR THE COUNTY
OF ALAMEDA, STATE OF CALIFORNIA
BY:
DEPUTY
STATEMENT OF SOILS REPORT:
THE FOLLOWING GEOTECHNICAL INVESTIGATION REPORT WAS PREPARED FOR TRUMARK HOMES, LLC AND IS ON FILE
WITH THE CITY OF DUBLIN, CALIFORNIA
PROJECT NO. 206-37-3, DATED DECEMBER 8, 2015, TITLED FAULT RUPTURE HAZARD EVALUATION AND DESIGN-LEVEL
GEOTECHNICAL INVESTIGATION FOR REGIONAL STREET RESIDENTIAL DEVELOPMENT, PREPARED BY CORNERSTONE
EARTH GROUP.
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 CALIFORNIA } SS
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 WHOSE NAME IS SUBSCRIBED TO THE WITHIN INSTRUMENT AND
ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME IN HIS AUTHORIZED CAPACITY, AND BY HIS SIGNATURE ON THE INSTRUMENT
THE PERSON, OR ENTITY UPON BEHALF OF WHICH THE PERSON 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:
PRINTED NAME, NOTARY PUBLIC IN AND FOR SAID COUNTY AND STATE
PRINCIPAL PLACE OF BUSINESS:
COMMISSION EXPIRES:
COMMISSION # OF NOTARY:
TRACT 8295
DUBLIN
I
-
6
8
0
I-580CITY OF DUBLIN
CITY LIMITS
PROJECT
SITE
S
A
N
R
A
M
O
N
R
O
A
D
DUBLIN
BLVD
R
E
G
I
O
N
A
L
S
T
GOLDEN
GATE DR
ST PATRICK
WAY
PLEASANTON
TRUSTEE'S STATEMENT:THE UNDERSIGNED, FIRST AMERICAN TITLE COMPANY AND TRUST AS TRUSTEE UNDER THE DEED OF TRUST RECORDED
JUNE 26, 2013, AS INSTRUMENT NO. 2013222782, OFFICIAL RECORDS OF ALAMEDA COUNTY, CALIFORNIA, CONSENTS TO
THE PREPARATION AND FILING OF THIS MAP OF TRACT 8295, AND JOINS IN ALL OFFERS OF DEDICATION HEREIN.
BY:
PRINTED NAME & TITLE:
DATE:
TRUSTEE'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 CALIFORNIA } SS
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 WHOSE NAME IS SUBSCRIBED TO
THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME IN HIS AUTHORIZED CAPACITY, AND
BY HIS SIGNATURE ON THE INSTRUMENT THE PERSON, OR ENTITY UPON BEHALF OF WHICH THE PERSON 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:
PRINTED NAME, NOTARY PUBLIC IN AND FOR SAID COUNTY AND STATE
PRINCIPAL PLACE OF BUSINESS:
COMMISSION EXPIRES:
COMMISSION # OF NOTARY:
AMADOR
VALLEY
B
L
V
D
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 CALIFORNIA } SS
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 WHOSE NAME IS SUBSCRIBED TO THE WITHIN INSTRUMENT AND
ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME IN HIS AUTHORIZED CAPACITY, AND BY HIS SIGNATURE ON THE INSTRUMENT
THE PERSON, OR ENTITY UPON BEHALF OF WHICH THE PERSON 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:
PRINTED NAME, NOTARY PUBLIC IN AND FOR SAID COUNTY AND STATE
PRINCIPAL PLACE OF BUSINESS:
COMMISSION EXPIRES:
COMMISSION # OF NOTARY:
ACTING CITY SURVEYOR'S STATEMENT:
I HEREBY STATE THAT I HAVE EXAMINED THIS FINAL MAP ENTITLED “TRACT 8295 FOR CONDOMINIUM PURPOSES, CITY OF
DUBLIN, ALAMEDA COUNTY, CALIFORNIA", AND I AM SATISFIED THAT THIS FINAL MAP IS TECHNICALLY CORRECT.
DATED: , 2016
SETH H. IRISH, ACTING CITY SURVEYOR
PLS 5922, EXPIRES DECEMBER 31, 2016
CITY OF DUBLIN, ALAMEDA COUNTY, CALIFORNIA
TRACT 8295
SURVEYOR'S STATEMENT:
THIS MAP WAS PREPARED BY ME OR UNDER MY DIRECTION AND IS BASED UPON A FIELD SURVEY IN CONFORMANCE WITH
THE REQUIREMENTS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCES AT THE REQUEST OF TRUMARK HOMES LLC,
INC. IN FEBRUARY OF 2016. I HEREBY STATE THAT THIS FINAL MAP SUBSTANTIALLY CONFORMS TO THE CONDITIONALLY
APPROVED TENTATIVE MAP, IF ANY, AND THAT ALL THE MONUMENTS INDICATED HEREON ARE OF THE CHARACTER AND
OCCUPY POSITIONS INDICATED HEREON OR WILL BE SET WITHIN TWENTY FOUR MONTHS FROM RECORDATION OF THIS
FINAL MAP, AND THE COMPLETION OF IMPROVEMENTS, AND WILL BE SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED,
AND THE SURVEY IS TRUE AND COMPLETE AS SHOWN, AND THAT THE GROSS AREA WITHIN THE TRACT IS 2.72 ACRES, MORE
OR LESS.
DATED: , 2016
IAN MACDONALD
LS NO. 8817
REGISTRATION EXPIRES: DECEMBER 31, 2017
CITY ENGINEER'S STATEMENT:
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 8295" , CITY OF DUBLIN, ALAMEDA COUNTY, CALIFORNIA, CONSISTING OF FIVE (5)
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 , 2016, 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 ALTERATION THEREOF, AND THAT I APPROVE SAID MAP AND ACCEPT,
SUBJECT TO IMPROVEMENT, ON BEHALF OF THE CITY OF DUBLIN, PUBLIC SERVICE EASEMENT (PSE)
AND EMERGENCY VEHICLE ACCESS EASEMENT (EVAE), OFFERED FOR DEDICATION FOR PUBLIC USE
IN CONFORMITY WITH THE TERMS OF THE OFFER OF DEDICATION.
ALSO ON BEHALF OF THE CITY DID ABANDON IN IT'S ENTIRETY PER SECTION 66434(g) AND 66499.20.2
OF THE SUBDIVISION MAP ACT: THE STORM DRAIN EASEMENT AS RECORDED IN REEL 2454 IMAGE
610, OFFICIAL RECORDS, WITHIN THE LIMITS OF THE HEREIN EMBODIED TRACT 8295.
I FURTHER STATE THAT ALL AGREEMENTS AND SURETY REQUIRED BY LAW TO ACCOMPANY THE
WITHIN TRACT MAP ARE APPROVED AND ARE FILED WITH THE CITY.
SIGNED: DATED:
ANDREW C. RUSSELL, CITY ENGINEER
R.C.E. 61348, EXPIRES JUNE 30. 2017
CITY OF DUBLIN, ALAMEDA COUNTY, CALIFORNIA
N69°08'14"E 533.97' BNDY (CALC)
(N69°08'15"E)(R1)(R4)
1
PARCEL B
2
PARCEL G
5
PARCEL A
3
4
6
PARCEL E
PARCEL F
PARCEL D
PARCEL C
N80°25'
3
3
"
E
93.91'(
R
4
)
1
PARCEL B
2
PA
R
C
E
L
G
5
N2
0
°
5
1
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4
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2
7
7
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2
5
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(
R
2
)
N20°51'45"W
62.00'(R4)
R=40.00'
Δ=90°00'00"
L=62.83'(R4)
N2
0
°
5
1
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4
5
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3
7
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2
5
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4
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6
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N69°08'15"E 338.74'
97
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4
3
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N9
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1
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2
7
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W
11
3
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9
5
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BA
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B
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1
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7
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8
6
1
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9
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2
3
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PARCEL A
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PA
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E
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20
7
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2
5
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33
9
.
2
5
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(3
3
9
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2
4
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2
)
)
N69°08'15"E
27.42'
N5
°
5
1
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4
5
"
W
3
6
7
.
1
3
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(
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(
R
4
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N
2
8
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0
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1
1
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2
5
5
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0
5
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(
R
1
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(
R
4
)
30
4
.
6
8
'
(
R
1
)
(
R
4
)
32.00'
R=1030.00'
Δ=13°04'52"
L=235.16'
N23°23'44"E 0.10'
N45°17'28"E 0.24'
N69°08'15"E
28.00'
N69°08'15"E(R)
28.00'
N69°08'15"E
100.00'(R4)
240.00'(T)
210.00'(R2)
N69°08'15"E 723.46'(R4)
N9
°
3
1
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2
7
"
W
1
3
1
4
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1
2
'
N70°07'15"E 308.41'(R4)
N80°28'
4
2
"
E
129.00'
(
R
4
)
N5
°
5
1
'
4
5
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W
13
6
.
2
7
'
N28°20'11"W
52.86'(R3)
N69°08'14"E 282.00'
17
7
.
2
5
'
100.00'
43
0
.
5
5
'
(
R
1
)
16
4
.
7
9
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(
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3
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(
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4
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N80°28'
3
3
"
E
4
8
1
.
1
1
'
(
R
1
)
(481.10
'
(
R
4
)
)
N69°08'14"E 282.00'(R2)
N70°07'15"E
38.42'
(38.37'(R4))
N80°28'
3
3
"
E
148.53'
(
R
2
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(
R
4
)
N2
0
°
5
1
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4
5
"
W
13
6
.
3
2
'
(
R
2
)
(
R
4
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128.74'(R2)
Δ=2°15'34"
L=18.53'(R1)
N75°30'07"E
4
2
7
.
9
8
'
B
N
D
Y
(
R
1
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N84°08'15"E
28.37'(R1)
N9
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3
1
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2
7
"
W
2
6
6
.
6
1
'
B
N
D
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(
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N69°08'15"E
23.64' BNDY(R1)
N20°51'45"W 172.76' BNDY(R1)
R=1030.00'
Δ=1°55'08"
L=34.50' BNDY(R1)
R=470.00'
Δ=22°28'26"(T)
L=184.35'(T)
Δ=11°45'39"
L=96.47'(R3)
Δ=8°27'13"
L=69.35'(R3)
N81°52
'
4
1
"
E
(
R
)
N80°28'
3
3
"
E
88.99'
(89.00'
(
R
3
)
)
R=1024.00'Δ=14°49'28"L=264.95'(Δ=14°49'27"L=264.94'(R3))R=40.00'
Δ=90°00'00"
L=62.83'
288.69'
192.41'
N9
°
3
1
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2
7
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W
89
.
7
8
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N24°04'40"W
127.08'
N78°32'4
8
"
E
1
8
5
.
0
0
'
R=40.00' Δ=86°00'43"
L=60.05'(R3)
80
.
4
1
'
(
R
1
)
N80°25'
3
3
"
E
93.91'(
R
4
)
N9
°
3
4
'
4
1
"
W
99
.
6
4
'
(
R
4
)
N80°35'03"E
33.82'
BNDY(R1)
3
282.00'251.97'
N71°03'24"E(R)
79
.
2
9
'
(R
4
)
Δ=7°10'02"L=128.10'(Δ=7°09'37"L=127.97'(R3))
Δ=7°39'26"
L=136.85'
(Δ=7°39'26"
L=136.85'(R3))
PARCEL B
PARCEL A
N80°35'03"E
33.82' BNDY
N9
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3
1
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2
7
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W
2
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6
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6
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ABUTTERS RIGHT
RELINQUISHED
BOOK 7870 PAGE 73
PARCEL B
PARCEL C
2
PARCEL A 1
3
N69°08'14"E 533.97' BNDY
22
.
4
4
'
N69°08'15"E
5.43'
N69°08'15"E
9.85'
N20°52'55"W
22.00'
N69°08'15"E
7.79'
N69°08'15"E
12.20'
N20°51'45"W
22.00'
TRACT 8295
1
PARCEL B
2
PARCEL A
3
PARCEL E
PARCEL D
PARCEL C
N69°08'15"E 186.90'(M-M) 207.40'(T)
N69°08'15"E 172.55'(M-M) 186.55'(T)
N2
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5
1
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4
5
"
W
27
.
4
6
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(
M
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B
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5539± SF
1
4848± SF
PARCEL B
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5
1
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4
5
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W
44
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3
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(
T
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N2
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5
1
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4
5
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W
44
.
7
3
'
N20°52'55"W
26.97'
N20°51'45"W (R)
22.00'
R=9.50'
Δ=90°00'00"
L=14.92'
N69°08'15"E
26.50'(T)
L1C1
L2
C2
N20°51'45"W 10.16'
28
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7
3
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16
.
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0
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28
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7
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16
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L3 L4
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L6
L7
L8
L9
R=9.50'
Δ=90°00'00"
L=14.92'
C4 C
5
15.01'
3.99'
N2
0
°
5
1
'
4
5
"
W
69
.
5
6
'
N2
0
°
5
1
'
4
5
"
W
6
9
.
7
5
'
N69°08'15"E 185.90'(T)
N20°51'45"W 27.90'
N2
0
°
5
1
'
4
5
"
W
1
4
3
.
5
9
'
N69°08'15"E 117.33'
N2
0
°
5
1
'
4
5
"
W
25
.
8
2
'
N69°08'15"E 112.33'
21.58'
47
.
5
6
'
13.25'13.25'
180.90'
21.74'
N2
0
°
5
1
'
4
5
"
W
50
.
0
0
'
41
8
9
±
S
F
PA
R
C
E
L
D
9914± SF
PARCEL A
9409 ± SF
3
N69°08'14"E 533.97' BNDY
4
PARCEL E
16285± SF
2
4334± SF
PARCEL C
N69°08'15"E 154.90'
R=14.50'
Δ=90°00'00"
L=22.78'
N69°15'13"E
26.50'(T)
PAE, PSE,
EVAE, DSRSD
L5
PAE, PSE,
DSRSD
EVAE, DSRSD
PAE, PSE,
EVAE, DSRSD
PA
E
,
P
S
E
,
EV
A
E
,
D
S
R
S
D
N2
0
°
5
1
'
4
5
"
W
43
.
9
0
'
(
M
-
M
)
N75°30'07"E
132.10'(M-M)
N2
0
°
5
1
'
4
5
"
W
1
1
5
.
7
5
'
(
M
-
M
)
160.55' (M-PL)
160.40' (M-PL)22
.
0
0
'
N69°08'15"E 20.50'
10
'
10
'
12
'
96
.
2
2
'
(
M
-
P
L
)
N69°07'05"E
14.00'
10
'
12
'
10
'
12
'
N69°08'15"E 165.04'(T)
12'14.5'
12'14.5'
N20°51'45"W
3.50'M-PL
N6
9
°
0
8
'
1
5
"
E
(
R
)
19
.
5
0
'
14.00'
20.50'
208.65'
26.50'
(M-PL)
151.04'12.00'
(M-PL)
N69°08'15"E(R)
N80°35'03"E 33.82' BNDY
N75°30'07"E
4
2
7
.
9
8
'
B
N
D
Y
N69°08'15"E 1.37'
N2
0
°
5
2
'
5
5
"
W
7
0
.
2
8
'
(
T
)
48
.
2
8
'
22.00'
11
9
.
2
5
'
(
T
)
Line Table
Line #
L1
L2
L3
L4
L5
L6
L7
L8
L9
Bearing
N69°08'15"E
N20°51'45"W
N69°08'15"E
N69°08'15"E
N69°08'15"E
N69°08'15"E
N20°51'47"W
N69°08'15"E
N20°51'45"W
Length
1.50'
16.00'
28.00'
25.22'
5.00'
2.00'
16.00'
19.00'
16.00'
Curve Table
Curve #
C1
C2
C3
C4
C5
Radius
2.50'
2.50'
2.50'
2.50'
2.50'
Delta
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
Length
3.93'
3.93'
3.93'
3.93'
3.93'
TRACT 8295
PARCEL G
5
4
6
PARCEL E
PARCEL F
PARCEL D
N75°30'07"E 4
2
7
.
9
8
'
B
N
D
Y
N2
0
°
5
1
'
4
5
"
W
1
7
2
.
7
6
'
B
N
D
Y
N69°08'15"E
40.20'N75°30'07"E
1
9
5
.
5
3
'
N75°30'07"E
45.00'
N75°30'07"E
32.92'N75°30'07"E
30.67'
N75°30'07"E
19.00'
N2
0
°
5
1
'
4
5
"
W
1
5
8
.
1
9
'
N2
0
°
5
1
'
4
5
"
W
1
5
6
.
3
3
'
(
T
)
N2
0
°
5
1
'
4
5
"
W
1
3
9
.
3
5
'
N2
0
°
5
1
'
4
5
"
W
1
5
1
.
9
5
'
R=14.50'
Δ=95°28'47"
L=24.16'
N2
0
°
5
1
'
4
5
"
W
25
.
8
2
'
N2
0
°
5
1
'
4
5
"
W
50
.
0
0
'
55.72'116.82'
109.45'
L1
C
1
L2
L3
C2
C
3
L4
C
4
C5
C
6
L5
C7 C8
C9 C10
L6
L7
L8
L9
R=14.50'
Δ=83°38'08"
L=21.17'
L10
11.00'11.00'11.00'11.00'
14
.
6
0
'
N14°29'53"W
15.81'
15356 ± SF
5
PARCEL B
2
1
18615 ± SF
4 7806± SF
6
3 32
0
4
±
S
F
PA
R
C
E
L
G
N69°08'15"E
26.50'
N69°08'15"E
22.00'N69°08'15"E
22.00'
13.25'
N20°51'45"W
10.16'
N20°51'45"W
7.81'
N20°51'45"W
7.29'
31
9
1
±
S
F
PA
R
C
E
L
F
R=15.50'
Δ=96°21'52"
L=26.07'
11
.
2
8
'
14
5
.
0
5
'
N2
0
°
5
1
'
4
5
"
W
1
4
5
.
0
5
'
N69°08'15"E(R)
41
8
9
±
S
F
PA
R
C
E
L
D
PA
E
,
P
S
E
EV
A
E
,
D
S
R
S
D
9914± SF
PARCEL A
PAE, PSE
EVAE, DSRSD
PA
E
,
P
S
E
EV
A
E
,
D
S
R
S
D
PAE, PSE
EVAE, DSRSD
PA
E
,
P
S
E
EV
A
E
,
D
S
R
S
D
PARCEL CPAE, PSE
EVAE, DSRSD
N20°51'45"W
27.46'(M-M)N75°30'07"E 1
3
2
.
1
0
'
(
M
-
M
)
N75°30'07"E
1
1
7
.
5
5
'
(
M
-
M
)
N2
0
°
5
1
'
4
5
"
W
1
7
4
.
8
1
'
(
M
-
M
)
14
1
.
5
5
'
(
M
-
P
L
)
N2
0
°
5
1
'
4
5
"
W
1
6
2
.
3
0
'
(
M
-
M
)
14
1
.
5
8
'
(
M
-
P
L
)
N51°49
'
1
7
"
E
35.78'
(
M
-
M
)
N69°08'15"E
50.57'(M-M)
N2
0
°
5
1
'
4
5
"
W
43
.
9
0
'
(
M
-
M
)
N2
0
°
5
1
'
4
5
"
W
1
1
5
.
7
5
'
(
M
-
M
)
N2
0
°
5
1
'
4
5
"
W
12
0
.
9
4
'
(
M
-
M
)
N2
0
°
5
1
'
4
5
"
W
5
2
2
.
9
9
'
(
M
-
M
)
27.94'
(M-PL)
96
.
2
2
'
(
M
-
P
L
)
N20°51'45"W
3.50'(M-PL)
14.5'12'12'10'N20°51'45"W
3.50'(M-PL)
14.5'12'N69°08'15"E 172.55'(M-M)
160.55'(M-PL)
14
.
5
'
31
.
8
1
'
12'10'
14
.
5
'
14
.
5
'
11
.
5
2
'
13
.
8
3
'
N20°51'45"W
3.50'(M-PL)
12'10'
19
.
5
3
'
(M
-
P
L
)
12
.
0
0
'
(
M
-
P
L
)
33
.
2
5
'
(M
-
P
L
)
20
.
7
2
'
22.63'
(M
-
P
L
)
(M-PL)
N69°08'15"E
30.23'C12
N69°08'15"E(R)
16045 ± SF
PARCEL E
N15°22'58"W(R)
N49°34'36"W(R)
N12°57'17"W(R)
N55°31'12"W(R)
21.58'
131.03'
N69°08'14"E 533.97' BNDY
58.96'
5.87'
17
8
.
3
1
'
(
T
)
16
5
.
8
0
'
(
T
)
Line Table
Line #
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
Bearing
N69°15'13"E
N14°29'53"W
N14°29'53"W
N69°08'15"E
N75°30'07"E
N69°08'15"E
N14°29'53"W
N14°29'53"W
N75°30'07"E
N39°20'32"E
Length
26.50'
17.50'
17.50'
22.00'
3.93'
22.95'
15.50'
15.50'
10.44'
25.35'
Curve Table
Curve #
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
Radius
2.50'
2.50'
9.50'
2.50'
2.50'
3.50'
9.50'
19.33'
19.50'
46.50'
1030.00'
14.50'
Delta
90°53'05"
90°00'00"
83°38'08"
90°00'00"
90°00'00"
90°00'00"
41°01'19"
42°33'55"
36°37'19"
28°42'51"
0°03'16"
90°00'00"
Length
3.97'
3.93'
13.87'
3.93'
3.93'
5.50'
6.80'
14.36'
12.46'
23.30'
0.98'
22.78'
R=1030.00'
Δ=1°55'08"
L=34.50'
BNDY
(T)
N69°08'15"E 23.64' BNDY
L6
N69°11'31"E(R)C11
N71°03'24"E(R)
N70°41'39"E(R)
27.94'
(M-PL)
N69°44'54"E(R)
22.63'
N69°08'15"E
30.23'
(M-PL)N69°08'15"E 50.57'(M-M)
N2
0
°
5
1
'
4
5
"
W
1
2
0
.
9
4
'
(
M
-
M
)
N2
0
°
5
1
'
4
5
"
W
5
2
2
.
9
9
'
(
M
-
M
)
Δ=0°21'45"
L=6.52'
Δ=1°30'08"
L=27.00'
Δ=0°33'23"
L=10.00'
N2
0
°
5
1
'
4
5
"
W
17
2
.
7
6
'
B
N
D
Y
TRACT 8295