HomeMy WebLinkAbout540M20OWNER'S STATEMENT
THE UNDERSIGNED, BEING THE PARTY HAVING A RECORD TITLE INTEREST IN THE LANDS DELINEATED AND
EMBRACED WITHIN THE HEAVY BLACK LINES UPON THIS MAP, DO HEREBY CONSENT TO THE MAKING AND
RECORDATION OF THE SAME.
THE REAL PRQPERTY DESCRIBED BELOW IS DEDICATED IN FEE FOR PUBLIC PURPOSES:
THAT CERTAIN STRIP OF LAND DESIGNATED AS HILLCREST AVENUE FOR ROADWAY AND UTILITY PURPOSES.
THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES:
THOSE CERTAIN STRIPS OF LAND DESIGNATED AS "EVAE" (EMERGENCY VEHICLE ACCESS EASEMENT) FOR
PUBLIC USE FOR EMERGENCY ACCESS, INGRESS AND EGRESS.
THOSE CERTAIN STRIPS OF LAND DESIGNATED AS "PUE" (PUBLIC UTILITY EASEMENT) FOR THE PURPOSE
OF CONSTRUCTION, OPERATION AND MAINTENANCE OF APPLICABLE STRUCTURES AND APPURTENANCES
THERETO, INCLUDING BUT NOT LIMITED TO SANITARY SEWERS, WATER, ELECTRICAL, GAS AND
COMMUNICATION FACILITIES.
SAID AREAS ARE TO BE RE`8ERVED FOR THE PRIVATE USE OF THE HOMEOWNERS AND RESIDENTS OF
SUBDIVISION 9427 AND TO BE MAINTAINED ALL IN ACCORDANCE WITH THE COVENANTS, CONDITIONS AND
RESTRICTIONS THAT GOVERN THIS SUBDIVISION. SAID AREAS AND REAL PROPERTY TO BE CONVEYED TO
THE HOMEOWNERS ASSOCIATION SUBSEQUENT TO THE FILING OF THIS SUBDIVISION MAP.
1. THE AREAS MARKED "PARCEL A" AND "PARCEL E" ARE FOR OPEN SPACE AND PARK PURPOSES.
2. THE AREA MARKED AS "PARCEL B" IS FOR CONDOMINIUM AND OPEN SPACE PURPOSES.
3. THE AREA MARKED AS "PARCEL C" IS FOR COMMERCIAL PUPOSES.
4. THE AREA MARKED "PARCEL D" IS FOR PRIVATE STREET PURPOSES.
THE REAL PROPERTY DESCRIBED HEREIN IS ALSO SUBJECT TO THE CERTAIN DECLARATION OF COVENANTS,
CONDITIONS AND RESTRICTIONS (CC&R-S) THAT GOVERN THIS SUBDIVISION AND ANY AMENDMENTS
THERETO APPROVED IN ACCORDANCE WITH THEIR TERMS.
AS OWNER: CIVIC WILDFLOWER, LLC, A CALIFORNIA LIMITED LIABILITY COMPANY
BY: 40 4a
NAME:
TITLE:
*ft#+owv* GMc?e
DATE:1 0 i
BY: •�
NAME: 14rs' [_) .SCY�
TITLE: MA"D 11 w
DATE: i 12 q
2659-00
SUBDIVISION 9427
WILDFLOWER STATION
CONSISTING OF 11 SHEETS
BEING A SUBDIVISION OF A PORTION OF PARCEL B OF
SUBDIVISION 5653, FILED IN BOOK 249 OF MAPS, AT PAGE 26
CONTRA COSTA COUNTY RECORDS
CITY OF ANTIOCH, CONTRA COSTA COUNTY, CALIFORNIA
Carlson, Barbee & Gibson, Inc.
CIVIL ENGINEERS • SURVEYORS • PLANNERS
SAN RAMON WEST SACRAMENTO
JANUARY 2019
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 CA I SS.
COUNTY OF (&to I r t
ON L ZO -,BE RE ME v` g's 1 k 1 A
NOTARY PUBLIC, PERSONALLY APPEARED 1��k A Aten
,WHO PROVED TO ME ON THE BASIS OF SATISFACTORY
EVIDENCE TO BE THE PERSON;J WHOSE NAME ARE SUBSCRIBED TO THE WITHIN
INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE/THEY EXECUTED THE SAME IN
1Nt53HER/THEIR AUTHORIZED CAPACITY;e,, A -THAT BY�/HER/THEIR SIGNATURX ON
E INSTRUMENT THE PERSON(R THE 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.
AMP 6WCiAL $%AL
WITNESS MY HANDL
SIGNATUR
/V-7
NAME (P T : �t Gi
PRINCIPAL COUNTY OF BUSINESS: Cf%"- a
MY COMMISSION NUMBER: u 3 `3-*-
MY COMMISSION EXPIRES: 12- 44 / 20
VICINITY MAP
NOT TO SCALE
OWNER'S ACKNOWLEDGMENT
N
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 Cd* I SS.
COUNTY OF I
ON ' L BEFORE ME.
NOTARY UBLI, PERSONALLY APPEARED WHO
PROVED ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSO WHOSE
NAMXEY
ARE SUBSCRIBED TO THE WITHIN STRUMENT AND ACKNOWLEDGE TO ME THAT
HE/ EXECUTED THE SAME IN HIS E /THEIR AUTHORIZED CAPACITY�*<AND THAT
BY //THEIR SIGNATUR,;�(�SfON THE I TRUMENT THE PERSONOR THE ENTITY UPON
BEHALFWHICH THE PERSO�TED, EXECUTED THE INSTRUMENT.
I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF CALIFORNIA THAT
THE FOREGOING PARAGRAPH A L TRUE AND CORRECT.
Awo CF CU►S"L-
WITNESS MY HAND _
SIGNA
NAMERINT): C 1 L^- /1 /WWV@gr-#
PRINCIPAL COUNTY OF BUSINESS: CO N.
MY COMMISSION NUMBER: Z VS 63 04-'
MY COMMISSION EXPIRES: IL- 4 / so ( 9
RECORDER'S STATEMENT
THIS MAP, ENTITLED "SUBDIVISION 9427 - WILDFLOWER STATION", IS HEREBY ACCEPTED FOR RECORDATION,
SHOWING A CL AR TITLE AS PER LETTER OF TITLE WRITTEN BY FIRST AMERICAN TITLE COMPANY, DATED
AND AFTER EXAMINING THE SAME, I DEEM THAT SAID MAP COMPLIES IN ALL
RESPECTS WIT14 THE PROVISIONS OF STATE LAWS AND LOCAL ORDINANCES GOVERNING THE FILING OF
SUBDIVISION MAPS.
RECORDED AT THL REQUEST OF FIRST AMERICAN TITLE COMPANY AT 14" 1-1 -F.M., ON THE
-Z2� DAY OF 2019, IN BOOK OF MAPS, AT PAGE IN THE
OFFICE OF THE COUNTY RECORDER OF CONTRA COSTA COUNTY, STATE OF CALIFORNIA. ��V�,,
-r'o cwM&OLk -A%-- 20kci - Tpms-t
JOSEPH E. CANCIAMILLA
COUNTY OF CONTRA COSTA
STATE OF CALIFORNIA
SHEET 1 OF 11
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 ORDINANCE AT THE
REQUEST OF DENOVA HOMES IN MAY 2018. I HEREBY STATE THAT THIS SUBDIVISION MAP SUBSTANTIALLY
CONFORMS TO THE APPROVED OR CONDITIONALLY APPROVED VESTING TENTATIVE MAP, IF ANY; THAT THE
SURVEY IS TRUE AND COMPLETE AS SHOWN; 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 31,
2021; AND THAT THE MONUMENTS ARE, OR WILL BE, SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED.
I2/tIItB
DATE
LAND SG,p
�i 7960
s�'rF OF C
CITY ENGINEER'S STATEMENT
- �O� � - I �-- �-2 r; ;- ��
MARK H. WEHBER, P.L.S.
L.S. NO. 7960
I HEREBY STATE THAT I HAVE EXAMINED THE WITHIN MAP ENTITLED "SUBDIVISION 9427 - WILDFLOWER
STATION", THAT THE SUBDIVISION AS SHOWN HEREON IS SUBSTANTIALLY THE SAME AS IT APPEARED ON
THE VESTING TENTATIVE MAP AND ANY APPROVED ALTERATIONS THEREOF; THAT ALL PROVISIONS OF
CHAPTER 2 OF THE SUBDIVISION MAP ACT AND OF ANY LOCAL ORDINANCES APPLICABLE AT THE TIME OF
APPROVAL OF THE VESTING TENTATIVE MAP HAVE BEEN COMPLIED WITH, AND I AM SATISFIED THAT SAID
MAP IS TECHNICALLY CORRECT.
7 ,) a,oi�t ov�V�-- L - I s -ZD 19
JON M. BLA DATE
CITY ENGINEER
L.S. #7327
CITY PLANNING COMMISSION'S STATEMENT
I HEREBY STATE THAT THE PLANNING COMMISSION OF THE CITY OF ANTIOCH, COUNTY OF CONTRA COSTA, STATE OF
CALIFORNIA, HAS APPROVED THE VESTING TENTATIVE MAP OF THIS SUBDIVISION UPON WHICH THIS FINAL MAP IS BASED.
C--(- 1115(t1
S ETARY OF THE PLANRW COMMISSION DATE
. •TiTi
SUBDIVISION 9427
WILDFLOWER STATION
CONSISTING OF 11 SHEETS
BEING A SUBDIVISION OF A PORTION OF PARCEL B OF
SUBDIVISION 5653, FILED IN BOOK 249 OF MAPS, AT PAGE 26
CONTRA COSTA COUNTY RECORDS
CITY OF ANTIOCH, CONTRA COSTA COUNTY, CALIFORNIA
Carlson, Barbee & Gibson, Inc.
CIVIL ENGINEERS SURVEYORS • PLANNERS
SAN RAMON WEST SACRAMENTO
JANUARY 2019
SIGNATURE OMISSION NOTE
PURSUANT TO SECTION 66436 OF THE CALIFORNIA SUBDIVISION MAP ACT, THE
SIGNATURES OF THE FOLLOWING PARTIES HAVE BEEN OMITTED:
1. PACIFIC GAS AND ELECTRIC COMPANY FOR POLE LINE EASEMENTS PER BOOK 5,
PAGE 333; BOOK 7, PAGE 349; AND BOOK 1716, PAGE 279, OFFICIAL RECORDS.
2. UNITED STATES OF AMERICA FOR EASEMENTS FOR WATERLINE PURPOSES PER BOOK
2135, PAGE 114; AND BOOK 2574, PAGE 137, OFFICIAL RECORDS.
3. CONTRA COSTA COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT FOR
FLOOD CONTROL AND STORM DRAIN EASEMENT PER BOOK 12180, PAGE 610; DN.
2007-317012; AND DN. 2008-19198, OFFICIAL RECORDS.
TITLE NOTES
THE FOLLOWING ITEMS APPEARED ON THE TITLE REPORT PREPARED FIRST AMERICAN
TITLE COMPANY, ORDER NUMBER 0192-4869935, AND ARE NOT SHOWN HEREON:
1. SUBJECT TO THE TERMS AND CONDITIONS IN DN. 2011-0241712.
2. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "CONSENT
AGREEMENT" RECORDED JUNE 8, 2018 AS INSTRUMENT NO. 2018-0091101 OF
OFFICIAL RECORDS.
3. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "CONSENT
AGREEMENT" RECORDED JUNE 8, 2018 AS INSTRUMENT NO. 2018-0091102 OF
OFFICIAL RECORDS.
SOILS REPORT
A SOILS REPORT WAS PREPARED BY STEVENS FERRONE & BAILEY, DATED JANUARY 9, 2015
PROJECT NO. 155-59, AND HAS BEEN FILED AT THE OFFICE OF THE CITY ENGINEER.
CITY CLERK'S STATEMENT
I, THE UNDERSIGNED, ARNE SIMONSON, CITY CLERK OF THE CITY OF ANTIOCH, COUNTY OF CONTRA COSTA,
STATE OF CALIFORNIA, DO HEREBY STATE THAT THIS MAP, CONSISTING OF 11 SHEETS AND ENTITLED
"SUBDIVISION 9427 - WILDFLOWER STATION", WAS PRESENTED TO THE CITY COUNCIL OF THE CITY OF
ANTIOCH, CALIFORNIA, AS PROVIDED BY LAW, AT A REGULAR MEETING HELD ON THE ff+k DAY OF
740+gv-y , 2019 AND THAT SAID COUNCIL APPROVED SAID MAP AND ACCEPTED ON BEHALF OF THE
PUBLIC ALL STREETS AND LANDS DESIGNATED ON SAID MAP AS: HILLCREST AVENUE, EMERGENCY VEHICLE
ACCESS EASEMENT "EVAE", AND PUBLIC UTILITY EASEMENT "PUE".
I FURTHER STATE THAT ALL AGREEMENTS AND SURETY AS REQUIRED BY LAW TO ACCOMPANY THE WITHIN
MAP HAVE BEEN APPROVED BY THE CITY COUNCIL OF THE CITY OF ANTIOCH AND ARE FILED IN MY OFFICE.
IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND THIS 6 DAY OF 2019.
ARNE SIMONSEN, CMC DATE
CITY CLERK, CITY OF ANTIOCH, CALIFORNIA~
CLERK OF THE BOARD OF SUPERVISORS' STATEMENT
I STATE AS CHECKED BELOW, THAT
A TAX BOND ASSURING PAYMENT OF ALL TAXES WHICH ARE NOW A LIEN, BUT NOT YET PAYABLE, HAS BEEN
RECEIVED AND FILED WITH THE BOARD OF SUPERVISORS, COUNTY OF CONTRA COSTA, STATE OF CALIFORNIA.
ALL TAXES DUE HAVE BEEN PAID, AS CERTIFIED BY THE COUNTY REDEMPTION OFFICER.
BY: DAVID TWA
CLERK OF THE BOARD OF SUPERVISORS AND COUNTY
ADMINISTRATOR, COUNTY OF CONTRA COSTA, CALIFORNIA
BY: lka' `-
DEPUTY CLER
SHEET 2 OF 11
REFERENCES: (2) SUNFLOWER BASIS OF BEARINGS:
DRIVE
(lil)
(3)
(5)
(6)
INDICATES REFERENCE NUMBER N2 �� [,M -M) 25g"W L11 THE BASIS OF BEARINGS FOR THIS SURVEY IS DETERMINED BY FOUND
SUBDIVISION 5653 (249 M 26) I �� iM-M� — (1)(2) MONUMENTS IN LOTUS COURT, THE BEARING BEING N76'37'28"E PER
SUBDIVISION 6068 (301 M 8) A (2) F-+ (1)(2) SUBDIVISION 6068 (301 M 8).
N38'35'19"W oar ,
SUBDIVISION 7222 (343 M 13) 69.00'(M -M) oz
5g5 l��ll`i I S 1
RECORD OF SURVEY (92 LSM 3) p in
N (1)(2)(3) ,ter
DEED (2000-100734)
PARCEL MAP (173 PM 27) ,56"W 2 (2)
(2) " (2) N255a M -Ml () ►—� M t, so �9
_N13'22 32 W 189 44 ( ,...1 I � �, S. bS'
108.13'(M -M) I z
N SJDD1V15101\1 60 68 (2) (1)(3)(4)
p .6W /
FOUND 3/4" PARC r L C FOUND 3/4" IRON
co �' IRON PIPE, OPEN (692.94')(1)(2) PIPE, OPEN 2 /
I
DISTURBED N13'43'7"W 62.63' —--- PARCEL —
p`o 2 ' it = \
Z
358 () 0.46' 100' TOWER LINE '3 f '3 � �1
N13'22'32"W EASEMENT IN FAVOR \ t
r 9 (2) OF PG&E PER ACCESS EASEMENT IN
5 OR 333
J 0.32 FAVOR OF MEADOW i� y
(2) N13'22'32"W CREEK GROUP, LLC
(2) PER 2018-141395
,j JJ 0.38' FOUND 5/8" REBAR 100' TOWER LINE
N1 3'22'32"W NO REFERENCE
EASEMENT IN FAVOR
r • (2) OF PG&E PER
36 1 7 OR 349
^,
� h
3 PARCEL 83
SUBDIVISION AREA
23.03 AC+
�e INGRESS, EGRESS AND
PARCEL
��\1 R r E I 3(1)
„ DRIVEWAY EASEMENT 1
2J __ _ _ PER 99-25529 WATERLINE EASEMENT (P 0k r101\1)
--
05
i
i
io
� J
L12
FOUND BRASS
DISK IN WELL,
RCE 13247(4)(6)
FOUND BRASS
Z
ILLEGIBLE (4)
FOUND BRASS
DISK IN WELL,
ILLEGIBLE (1)(4)
J
i
IN FAVOR OF U.S.A. WATERLINE EASEMENT IN FAVOR
PER 2135 OR 114 OF CROWN- ZELLERBACH
CORPORATION PER 2579 OR 222
WATERLINE EASEMENT
SEE DETAIL A _ _ IN FAVOR OF U.S.A.
THIS SHEET _ , _ _ _ _ — _ PER 2574 OR 137 9a1°�l�l
zo
WATERLINE EASEMENT IN FAVOR
o 2� 6jq OF CROWN -ZELLERBACH
BSB, CORPORATION PER 2574 OR 428
(4)
4 VL \ R=670.05' A=59'28'57" L=695.62
� f�1
(A=4'02'46", L=51.55')(1) (4) "0. .�h�°`� V
9
(0=4'45'37", L=64.14')(5) �NSA��
NOTES. �B¢AF?�S
(A=8417'42", L=29.42)(5) �S• 2
(0=28'52'09", L=338.98')(6) 1 CONDITIONS IN DN. 2011-. SUMCT TO THE TERMS0241712.
CURVE TABLE
NO
RADIUS
DELTA
LENGTH
C1
420.00'
28'29'13"
208.82'
C2
730.05'
4'02'57"
51.59'
C3
772.00'
4'08'44"
55.86'
C4
20.00'
80'00'59"
27.93'
C5
772.00'
28'51'09"
388.76'
2659-00
(4)
BOUNDARY
LINE TABLE
NO
BEARING
LENGTH
L1
N14'50'28"E
15.56'
L2
N82'15'54"W
41.64'
L3
N 12'48'01 "E
6.79'
L4
N82'15'54"W
83.82'
L5
N07'44'06"E
46.00'
(N83'07'36"W)(4)
(N82'15'12"W)(5)
(S07'44'48"W)(5)
LINE TABLE
NO
BEARING
LENGTH
L6
N69'15'00"W
71.84'
L7
N43'19'41"E
84.59'
L8
N14'50'28"E
136.01'
L9
N46'40'19"W
110.41'
L10
N6948'08"E
64.00'
L11
N13'51'11 "E
17.45'
L12
NO3'41'S5"W
402.14'
SUBDIVISION 9427
WILDFLOWER STATION
CONSISTING OF 11 SHEETS
BEING A SUBDIVISION OF A PORTION OF PARCEL B OF
SUBDIVISION 5653, FILED IN BOOK 249 OF MAPS, AT PAGE 26
CONTRA COSTA COUNTY RECORDS
CITY OF ANTIOCH, CONTRA COSTA COUNTY, CALIFORNIA
Carlson, Barbee & Gibson, Inc.
CIVIL ENGINEERS SURVEYORS • PLANNERS
SAN RAMON • WEST SACRAMENTO
SCALE: I"= 100' JANUARY 2019
100' 0' 50' 100' 200' 400'
GRAPHIC SCALE
PAR(Cr I S(6)
li'01"6 N81'20'43"W(R) C�
(S81'18'31"E){6) O(N82'12'25"W)(4)
CS
N81'14'56"W(R)
(N82'06'38"W)(4;
(N81'14'09"W)(1)
/
POLE LINE EASEMENT IN
/ FAVOR OF PG&E (NO
WIDTH) PER 1716 OR 279
N72'16'53"W(R)
L3
N7711'59"W
NOT _ � � 12 � 64.00'(M -PL)
(N78'03'41"W)(4)
12')(4)
FOUND BRASS DISK
IN WELL, ILLEGIBLE DETAIL A
(4)(6) SCALE: 1"=50'
LEGEND
(M-M)(N43'20'15"E)(3)
(M -M)
(M-M)(N46'39'45"E)(3)
(R)(N68'56'26"E)(4)
(N04'33'37"W)(4)
(NO3'40'43"W)(6)
(T)
(R)
(LL)
(M -M)
(M -PL)
O
•
O
EVAE
PUE
SUBDIVISION BOUNDARY LINE
RIGHT OF WAY LINE
LOT LINE
ADJOINER LINE
EASEMENT LINE
MONUMENT LINE
TIE LINE
TOTAL
RADIAL
LOT LINE
MONUMENT TO MONUMENT
MONUMENT TO PROPERTY LINE
FOUND STANDARD STREET MONUMENT
FOUND IRON PIPE OR REBAR, AS NOTED
SET STANDARD STREET MONUMENT
EMERGENCY VEHICLE ACCESS EASEMENT
PUBLIC UTILITY EASEMENT
SHEET 3 OF 11
-gy- ;,*Av r s7,
z
1 2659-00
'CEL r
M 13
SUBDIVISION9427
WILDFLOWER STATION
CONSISTING OF 11 SHEETS
BEING A SUBDIVISION OF A PORTION OF PARCEL B OF
SUBDIVISION 5653, FILED IN BOOK 249 OF MAPS, AT PAGE 26
CONTRA COSTA COUNTY RECORDS
CITY OF ANTIOCH, CONTRA COSTA COUNTY, CALIFORNIA
Carlson, Barbee & Gibson, Inc.
CIVIL ENGINEERS SURVEYORS • PLANNERS
SAN RAMON • WEST SACRAMENTO
SCALE: 1" = 100' JANUARY 2019
100' 0' 50' 100' 200'
GRAPHIC SCALE
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS SURVEY IS DETERMINED BY FOUND
MONUMENTS IN LOTUS COURT,
THE BEARING BEING N76 -37'28"E PER
SUBDIVISION 6068 (301 M 8).
LEGEND
SUBDIVISION BOUNDARY LINE
RIGHT OF WAY LINE
LOT LINE
ADJOINER LINE
- - - - - - - - - -
EASEMENT LINE
- -
MONUMENT LINE
--------------------
TIE LINE
(T)
TOTAL
(R)
RADIAL
(LL)
LOT LINE
(M -M)
MONUMENT TO MONUMENT
(M -PL)
MONUMENT TO PROPERTY LINE
O
FOUND STANDARD STREET MONUMENT
•
FOUND IRON PIPE OR REBAR, AS NOTED
O
SET STANDARD STREET MONUMENT
EVAE
EMERGENCY VEHICLE ACCESS EASEMENT
PUE
PUBLIC UTILITY EASEMENT
I•
SHEET LIMIT
i
SHEET NUMBER
SHEET 4 OF 11
gy- 540 -m 23
LINE TABLE
NO
BEARING
LENGTH
L1
N 43'19'41 "E
4.00'
L2
N46'40'19"W
20.62'
L3
N46'40'19"W
35.49'
L4
N46'40'19"W
5.82'
L5
N46'40'1 9"W
20.75'
L6
N86'27'30"E
10.73'
L7
N12'32'10"E
3.74'
L8
N00'58'29"E
74.13'
L9
N00'58'29"E
74.13'
L10
N00'58'29"E
74.13'
L11
N14'50'28"E
15.56'
L12
N46'40'19"W
36.00'
L13
N46'40'19"W
71.49'
L14
N 43'19' 41 "E
18.50'
L15
N46'40'19"W
110.41'
L16
N4319'41"E
598.49'
L17
N64'37'12"E
4.00'
L18
N66'24'29"E
4.00'
L19
N67'04'37"E
6.50'
L20
N4414'46"E
14.50'
(R)
(LL)
(M -PL)
(T)
(M -M)
(T)
(1)
(M -PL)
(M -M)
(M -M)
(M-M)(N46'39'45"E)(3)
(M -M)
(R)
(R)
(R)
(R)
CURVE TABLE
NO
RADIUS
DELTA
LENGTH
C1
20.00'
48'03'18"
16.77'
C2
20.00'
47'29'21"
16.58'
C3
166.00'
7'30'51"
21.77'
C4
11.00'
39'21'20"
7.56'
C5 j
9.00'
32'03'04" j
5.03'
C6
156.00'
2'03'02"
5.58'
C7
271.00'
0'25'18"
1.99'
C8
128.00'
16'52'09"
37.69'
C9
271.00'
1'49'02"
8.59'
C10
9.00'
4514'33"
7.11'
C11
11.00'
4119'03"
7.93'
C12
280.00'
0'47'40"
3.88'
C13
280.00'
211'55"
10.74'
C14
271.00'
8'45'18"
41.41'
C15
271.00'
8'59'04"
42.49'
C16
235.00'
23'53'52"
98.02'
C17
235.00'
5'51'30"
24.03'
C18
243.00'
13'02'51"
55.34'
C19
243.00'
17'47'14"
75.43'
C20
15.00'
82'37'09"
21.63'
C21
235.00'
29'45'22"
122.05'
2659-00
(PUE)
100' TOWER LINE
EASEMENT IN FAVOR OF
PG&E PER 5 OR 333
PARrr I r
301 M 3
(692.94')(1)(2)
614.88'(LL)
o
�t9'
.
F-4
W N�
00tu i
COD
C7
NO3b5'25" 5
W 97.SE'(T)
33-41-
301
34301 m a
DADPUT T%
LILY COURT
N25.56, p5
PARrr I o
SEE SHEET 8
SUBDIVISION 9427
WILDFLOWER STATION
CONSISTING OF II SHEETS
BEING A SUBDIVISION OF A PORTION OF PARCEL B OF
SUBDIVISION 5653, FILED IN BOOK 249 OF MAPS, AT PAGE 26
CONTRA COSTA COUNTY RECORDS
CITY OF ANTIOCH, CONTRA COSTA COUNTY, CALIFORNIA
Carlson, Barbee & Gibson, Inc.
CIVIL ENGINEERS SURVEYORS • PLANNERS
SAN RAMON WEST SACRAMENTO
SCALE: V= 30' JANUARY 2019
30' 0' 15' 30' 60'
REFERENCES:
(#) INDICATES REFERENCE NUMBER
(1) SUBDIVISION 5653 (249 M 26)
(2) SUBDIVISION 6068 (301 M 8)
(3) SUBDIVISION 7222 (343 M 13)
(4) RECORD OF SURVEY (92 LSM 3)
(5) DEED (2000-100734)
(6) PARCEL MAP (173 PM 27)
-Bv-
120'
SHEET 5 OF 11
GRAPHIC SCALE
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS SURVEY IS DETERMINED BY FOUND
MONUMENTS IN LOTUS COURT, THE BEARING BEING N76'37'28"E PER
SUBDIVISION 6068 (301
M 8).
\
LEGEND
4`1
SUBDIVISION BOUNDARY LINE
RIGHT OF WAY LINE
LOT LINE
V
ADJOINER LINE
�-�'b
----------
EASEMENT LINE
3
- -
MONUMENT LINE
--------------------
TIE LINE
(T)
TOTAL
(R)
RADIAL
(LL)
LOT LIME
9'10'58"W(R)
(M -M)
MONUMENT TO MONUMENT
4
(M -PL)
MONUMENT TO PROPERTY LINE
O
FOUND STANDARD STREET MONUMENT
Q��-
•
FOUND IRON PIPE OR REBAR, AS NOTED
\ 5
\
O
SET STANDARD STREET MONUMENT
�\
EVAE
EMERGENCY VEHICLE ACCESS EASEMENT
\
PUE
PUBLIC UTILITY EASEMENT
REFERENCES:
(#) INDICATES REFERENCE NUMBER
(1) SUBDIVISION 5653 (249 M 26)
(2) SUBDIVISION 6068 (301 M 8)
(3) SUBDIVISION 7222 (343 M 13)
(4) RECORD OF SURVEY (92 LSM 3)
(5) DEED (2000-100734)
(6) PARCEL MAP (173 PM 27)
-Bv-
120'
SHEET 5 OF 11
LINE TABLE
NO
BEARING
LENGTH
L1
N13'44'55"W
0.77'
L2
N13'44'55"W
131.00'
L3
N10'58'27"W
100.00'
L4
N84'53'42"E
4.00'
L5
N83'58'25"E
4.00'
CURVE TABLE
NO
RADIUS
DELTA
LENGTH
C1
235.00'
29'45'22"
122.05'
C2
271.00'
64'30'57"
305.15'
C3
271.00'
0'25'18"
1.99'
C4
969.00'
0'51'10"
14.43'
C5
960.00'
017'49"
4.97'
C6
960.00'
0'37'28"
10.46'
(T)
(T)
PARCEL C
301 M 3
(692.94')(1)(2)
N13'43'17"W 692.63'(T)
- - - 614.88'(LL)
N13'44'55"W 241.65'(T') 6 50' - - - - _ _ - 4 PARCEL A
R=1005.00'
N13'44'55"W 241.65'(M-M)� - - w d=14'43'24" - - _ _ 1.72 ACt
o i tea- - - LILY L=258.26' LL - - _
Lq
CpUR,
N06 23'13" 255.88'(M -
F --4 z2-
C14- _
"M) - - -
W N13'44 55 W 176.07'(T) i - - 6.50'�.� N0058, "
- - _43.00'- - - �--Ll
_A=2'45'32" -'00' R=969.00' d=14'43'24" PARCEL D 29 f
COO - -- -d=2'46. - - .d=2'49'16" - L=249.01' '� NO
L=46.66 L=46.79 (EVAE, PUE) o, 05829"
W L=47.71' - d=2'43'12" 0.85 ACf N �, f 74.13,(M`M C]
i7 a�
V1 g o o L5 L=46.00' - _ .Q= ! i o
/ ^ "' ^ o _/ w L4 24g'14"_ L3
1 0 16 1 S w 14 °° C6 � C5 L`47.42' C4` ` 3p g6N0058,29 f 7 N ' 6.50'
3,161 SFt o � - _ 4.13'
LO 3,477 SFt M 3,578 SFt ``'
co P d ^ j 4317= C
z Z M 3,823 SFt C 12 a 1 2
Z 00 oo 3,764 SFtLO
C3 -
z W o 3
L2 43.11' 43.82' ,`^� 3,870 SFt .� 1 3
N09'42'42"W 86.93'a h 3,614 SFt 9
43.23' � � �
43.69' z 2 oA, 3,414 SFt S
N0
2157'080W 08 41.95'
172.13'
43.26' 2
SUBDIVISION 9427
WILDFLOWER STATION
CONSISTING OF II SHEETS
BEING A SUBDIVISION OF A PORTION OF PARCEL B OF
SUBDIVISION 5653, FILED IN BOOK 249 OF MAPS, AT PAGE 26
CONTRA COSTA COUNTY RECORDS
CITY OF ANTIOCH, CONTRA COSTA COUNTY, CALIFORNIA
Carlson, Barbee & Gibson, Inc.
CIVIL ENGINEERS SURVEYORS • PLANNERS
SAN RAMON • WEST SACRAMENTO
SCALE: V = 30' JANUARY 2019
30' 0' 15' 30' 60' 120'
GRAPHIC SCALE
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS SURVEY IS DETERMINED BY FOUND
MONUMENTS IN LOTUS COURT, THE BEARING BEING N76'37'28"E PER
SUBDIVISION 6068 (301 M 8).
LEGEND
REFERENCES:
N0912'19"W 44.83'
45.82' (#) INDICATES REFERENCE NUMBER
PA(` E I NO3 05'25" (1) SUBDIVISION 5653 (249 M 26)
W 97.56(T) (2) SUBDIVISION 6068 (301 M 8)
(3) SUBDIVISION 7222 (343 M 13)
(4) RECORD OF SEE SHEET 8 (5) DEED (2 00 SUROVE 4)(92 LSM 3)
(6) PARCEL MAP (173 PM 27)
SHEET 6 OF 11
'* J54D vo� Zc
SUBDIVISION BOUNDARY LINE
RIGHT OF WAY LINE
LOT LINE
ADJOINER LINE
- - - - - - - - -
- EASEMENT LINE
- -
MONUMENT LINE
--------------------
TIE LINE
()
TOTAL
(R)
RADIAL
(LL)
LOT LINE
(M -M)
MONUMENT TO MONUMENT
(M -PL)
MONUMENT TO PROPERTY LINE
O
FOUND STANDARD STREET MONUMENT
•
FOUND IRON PIPE OR REBAR, AS NOTED
O
SET STANDARD STREET MONUMENT
EVAE
EMERGENCY VEHICLE ACCESS EASEMENT
PUE
PUBLIC UTILITY EASEMENT
w
COD
w
REFERENCES:
N0912'19"W 44.83'
45.82' (#) INDICATES REFERENCE NUMBER
PA(` E I NO3 05'25" (1) SUBDIVISION 5653 (249 M 26)
W 97.56(T) (2) SUBDIVISION 6068 (301 M 8)
(3) SUBDIVISION 7222 (343 M 13)
(4) RECORD OF SEE SHEET 8 (5) DEED (2 00 SUROVE 4)(92 LSM 3)
(6) PARCEL MAP (173 PM 27)
SHEET 6 OF 11
'* J54D vo� Zc
LINE TABLE
NO
BEARING
LENGTH
L1
N09'42'42"W
86.93'
L2
N 13'44' 55"W
1.30'
L3
N52'58'16"W
5.15'
L4
N41'44'20"W
23.94'
L5
N54'19'16"E
19.87'
(T)
CURVE TABLE
NO
RADIUS
DELTA
LENGTH
C1
23.00'
74'39'02"
29.97'
C2
41.00'
49'33'11"
35.46'
C3
41.00'
47'29'13"
33.98'
C4
41.00'
45'33'20"
32.60'
C5
41.00'
27'55'04"
19.98'
SUBDIVISION 9427
WILDFLOWER STATION
CONSISTING OF 11 SHEETS
x BEING A SUBDIVISION OF A PORTION OF PARCEL B OF
SUBDIVISION 5653, FILED IN BOOK 249 OF MAPS, AT PAGE 26
CONTRA COSTA COUNTY RECORDS
CITY OF ANTIOCH, CONTRA COSTA COUNTY, CALIFORNIA
Carlson, Barbee & Gibson, Inc.
CIVIL ENGINEERS • SURVEYORS • PLANNERS
SAN RAMON • WEST SACRAMENTO
SCALE: V= 30' JANUARY 2019
30' 0' 15' 30' 60' 120'
GRAPHIC SCALE
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS SURVEY IS DETERMINED BY FOUND
PARCIEL C MONUMENTS IN LOTUS COURT, THE BEARING BEING N76'37'28"E PER
30 1 N1 8 SUBDIVISION 6068 (301 M 8).
LEGEND
FON DISTURBED 314" IRON PIPE PARCEL A SUBDIVISION BOUNDARY LINE
OPEN
(692.94')(1)(2) 1.72 ACt RIGHT OF WAY UNE
N13'43'17"W 692.63'(T) LOT LINE
ADJOINER LINE
77'75' N48'20'01"E(R) 6155"W(LL) _ — — — — — — — — _ EASEMENT LINE
s ----------- -----------
--------_N13'44'55"W 241.65'--
N 22 i- — — _ _ _ — — — — _ �, — — MONUMENT LINE
3,643 SFt V�` p`1 6.50 N13'44'55"W 241.65'(M -M) � V -------------------- TIE LINE
s Poe i ,;`�`� W , _ PARCEL D LILY COURT
J `( ,n o (T) TOTAL
N13'43'17"W 81.99' u 4 (EVAE, PUE)
FOUND 5 " R AR NO2'46'41"E R o � M 0.85 ACt N13'44'55"W 176.07'(T) (R) RADIAL
NO REFERENCE I b Z Nia6'03-
p� `o (LL) LOT LINE
-- 44.00_-- --43.00 -- --_44.00'.— ---
�% � ` — 36 03"ESR (M -M) MONUMENT TO MONUMENT
i L2 W
Q `^ N 21 `'' '0 45. ppm — ` W (M -PL) MONUMENT TO PROPERTY LINE
3,907 SFt o
0 0 0
^ ^ LO ^ �% OO FOUND STANDARD STREET MONUMENT
�N ��d' N85'44'17"E R ��� w 19 W 18 W 17 W J w • FOUND IRON PIPE OR REBAR, AS NOTED
�, 3 N 13'4317 W 82.31 () �, . W
359 N °�` " c? ^� 0 3,168 SFt 3,096 SFt 3,168 SFt u 10 o zn OO SET STANDARD STREET MONUMENT
N44'42 32 W(R) L3 $1 "' "' "' "'
;� h 8$tiCD
EVAE EMERGENCY VEHICLE ACCESS EASEMENT
(,Q _ h3 hS�p R=45.00' D' PARCEL E z z z Z PUE PUBLIC UTILITY EASEMENT
J ti h 20 *�` N89'55'44"W(R) (PUE)
6,082 SFt 5�� 0.09 ACf
_ �g`L �� 44.00' 43.00' 44.00'
FOUND 5 8" R AR N17'28 01 W 115.60 N13'44'55"W 131.00' L1
NO REFERENCE 113.67'
60 N21'22'04"W
FOUND 8" REBAR REFERENCES:
NO REFERENCE
(#) INDICATES REFERENCE NUMBER
(1) SUBDIVISION 5653 (249 M 26)
(2) SUBDIVISION 6068 (301 M 8)
C (3) SUBDIVISION 7222 (343 M 13)
361 (4) RECORD OF SURVEY (92 LSM 3)
1 P,1\r I (5) DEED (2000-100734)
(6) PARCEL MAP (173 PM 27)
SEE SHEET 8
2659-00 SHEET 7 OF 11
358 (2) SEE SHEET 7
5Z8- R AR �� PARCEL r
NO REFERENCE
359(2 21
360(2)
361(2)
vc&
m
ti
20
L10 114
,9
L15 �
L16 L17 L18 N66'29'13"W(R)
PUE - �-
PARCEL B _ Ls
PUE---_--- 7.16 ACt------------------ N35'11'54"E(R)s
511 L12 L13
SEE SHEET 6
- LILY COURT �,
-L
sr
N8910'58"W(R)
L2
SEE SHEET 5
l�
3
• 3
PARCEL E
o ti \mss, 343 M 13
PUE
XL
N89'45'40"W(R)
C4 i PUE
C2
100'
PARCEL B �3 C9 _ DRIVE AISLE 2 W �h � ¢ FG PUE
N38'08'29"E(R) / %- - - - L37 ,oGFF /lJ L�
N85'37'10"W(R) / % "-----�--� -�- --- 1
(6) N 49 j N7307 28 W R L -F i N37'01'49"E(R) ��5 �� (3)(4) NOT
PAROL 5 C10 N68'23'17"W R Cs PUE PUE PUE / / L4 '\ FOUND
_ x(25.12)(4)
() C� L8 C6 N89 <01
c^L L5 0� tea' 1
POLE LINE EASEMENT IN
FAVOR OF PG&E (NO
WIDTH) PER 1716 OR 279
N81'20'43"W R
(S8118'31 E)(6)
(N8212'25"W)(4)
N8114'56'W R C1
N82 -06-38-W)(4)
(N8114'09"W)(1)
L30 C�2
FOUND BRASS
DISK IN WELL,
RCE 13247(4)(6) ,
FOUND BRASS
DISK IN WELL,
ILLEGIBLE (4)
LINE TABLE
NO
BEARING
LENGTH
L1
N51 *26'51"E
79.69'
L2
N46'40'19"W
5.82'
L3
N46'40'19"W
33.63'
L4
N5114'31"W
16.24'
L5
N38'45'29"E
4.33'
L6
N52'17'46"W
5.16'
L7
N41'38'03"W
90.27'
L8
N10'06'22"W
105.12'
L9
N09'14'52"E
31.52'
L10
N21 *22'04"W
113.67'
L11
N17'28'01 "W
115.60'
L12
N13'44'55"W
131.00'
L13
N09'42'42"W
86.93'
L14
N0257'08"W
172.13'
L15
N0912'19"W
44.83'
L16
NO3'05'25"W
97.56'
L17
N10'41'38"W
54.22'
L18
N25'56'05"W
107.27'
FL,
N37'07'57"W
53.15'
2659-00
'Co
PUE- - _-_'�� _ _ _ ' - - - _ _ R=695.50' A=4209'34
INGRESS, EGRESS AND
DRIVEWAY EASEMENT W
� a_ - - - - - - - r vE �ISL� �' 10.46' X66
- = = _
PER 99-25529
v 69.58'(LL) - "' ^o
SEE DETAIL B
'\,
THIS SHEET WATERLINE EASEMENT IN
FAVOR OF CROWN -ZELLERBACH
/ PUE CORPORATION PER 2579 OR 222
SEE DETAIL H WATERLINE EASEMENT IN
SHEET 11 PARCEL C U..A.
(IVj,• 2574 OR 137 ���`
S61 �� J 10.29 ACf � *y1 / �N5
248 9 F S4 �?g WATERLINE EASEMENT IN a4�6`1 tiG
\ N1248, SE' 35 �S6) WATERLINE EASEMENT IN FAVOR OF FAVOR OF CROWN-ZELLERBACH
�f OAF 159 J((4� �2S U.S.A. PER 2135 OR 114 CORPORATION PER 2574 OR 428
lLC 58. 341.34 (TIE)
10 HILLCREST AVENUE
FOUND BRASST� (ROADWAY AND UTILITY DEDICATION)
DISK IN WELL, L� \ �%� 1.08 ACt N61'46'13"E(R)
ILLEGIBLE (1)(4) ,y, R=70 " 0150 ` 4 " o
(R)
LINE TABLE
NO
BEARING
LENGTH
L20
N54'44'29"W
54.48'
L21
N52'01'51 "W
84.68'
L22
N74'28'24"W
124.54'
L23
N12'49'08"E
101.76'
L24
N20'31'44"E
103.18'
L25
N12'48'01"E
130.08'
L26
N82'15'54"W
41.64'
L27
N07'44'06"E
46.00'
L28
N821 5'54"W
83.82'
L29
N12'48'01"E
6.79'
L30
NO3'41'55"W
402.14'
L31
N771 1'59"W
64.00'
L32
N77'11'59"W
64.20'
L33
N33'07'22"E
70.26'
L34
N45'02'40"E
56.02'
L35
N46'40'19"W
36.00'
L36
N51'14'31 "W
31.31'
L37
N38'45'29"E
46.44'
?• '
0.00 A=4102 55 L=5 ! �o
q
1�6, 8j6S" 2462L-695.62 0��
R=670.05 A=59'28 57 C)
� "� PARCEL C
C�
:124.35')(1)
-,86' r*"
;LL) (4J
C)
4 _ Ill
(R C'
;N83'07'36"W)(4)
,S07'44'48"W)(5)
(N82'15'12"W)(5)
(M-M)(N04-33'37"W)(4)
(NO3'40'43"E)(6)
(M-PL)(N78'03'41 "W)(4)
(TIE)
(TIE)
(TIE)
(TIE)
CURVE TABLE
NO
RADIUS
DELTA
LENGTH
C1
20.00'
47'29'21"
16.58'
C2
20.00'
46'54'39"
16.37'
C3
478.00'
6'17'52"
52.54'
C4
20.00'
15'14'42"
5.32'
C5
462.50'
13'10'03"
106.29'
C6
537.50'
10'37'53"
99.74'
C7
162.50'
31'43'05"
89.96'
C8
172.50'
4'44'11"
14.26'
CURVE TABLE
NO
RADIUS
DELTA
LENGTH
C9
19.50'
85'07'58"
28.97'
C10
151.50'
56'14'21"
148.71'
C11
400.00'
16'42'51"
116.69'
C12
730.05'
4'02'57"
51.59'
C13
772.00'
4'08'44"
55.86'
C14
20.00'
80'00'59"
27.93'
C15
20.00'
84'56'05"
29.65'
(A=4'02'46", L=51.55')(1)
(A=4'45'37", L=64.14')(5)
(A=84'17'42", L=29.42')(5)
O40 4Y q Sp F
"0
129 q%
N72'16'53"W(R)
DETAIL B
NOT TO SCALE
SUBDIVISION 9427
WILDFLOWER STATION
CONSISTING OF 11 SHEETS
BEING A SUBDIVISION OF A PORTION OF PARCEL B OF
SUBDIVISION 5653, FILED IN BOOK 249 OF MAPS, AT PAGE 26
CONTRA COSTA COUNTY RECORDS
CITY OF ANTIOCH, CONTRA COSTA COUNTY, CALIFORNIA
Carlson, Barbee & Gibson, Inc.
CIVIL ENGINEERS • SURVEYORS • PLANNERS
SAN RAMON • WEST SACRAMENTO
SCALE: V= 100' JANUARY 2019
0' 50' 100' 200'
GRAPHIC SCALE
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS SURVEY IS DETERMINED BY FOUND
MONUMENTS IN LOTUS COURT, THE BEARING BEING N76'37'28"E PER
SUBDIVISION 6068 (301 M 8).
LEGEND
REFERENCES:
(#) INDICATES REFERENCE NUMBER
(1) SUBDIVISION 5653 (249 M 26)
(2) SUBDIVISION 6068 (301 M 8)
(3) SUBDIVISION 7222 (343 M 13)
(4) RECORD OF SURVEY (92 LSM 3)
(5) DEED (2000-100734)
(6) PARCEL MAP (173 PM 27)
NOTE: SEE SHEETS 9-11 FOR DIMENSIONS OF EASEMENTS TO
BE DEDICATED ON THIS MAP THAT AFFECT PARCELS B AND C.
m
SHEET 8 OF 11
By- J5&1 -D '"m 2-1
SUBDIVISION BOUNDARY LINE
RIGHT OF WAY LINE
LOT LINE
ADJOINER LINE
- - - - - - - - -
- EASEMENT LINE
- -
MONUMENT LINE
---------
TIE LINE
(T)
TOTAL
(R)
RADIAL
(LL)
LOT LINE
(M -M)
MONUMENT TO MONUMENT
(M -PL)
MONUMENT TO PROPERTY LINE
O
FOUND STANDARD STREET MONUMENT
•
FOUND IRON PIPE OR REBAR, AS NOTED
O
SET STANDARD STREET MONUMENT
EVAE
EMERGENCY VEHICLE ACCESS EASEMENT
PUE
PUBLIC UTILITY EASEMENT
REFERENCES:
(#) INDICATES REFERENCE NUMBER
(1) SUBDIVISION 5653 (249 M 26)
(2) SUBDIVISION 6068 (301 M 8)
(3) SUBDIVISION 7222 (343 M 13)
(4) RECORD OF SURVEY (92 LSM 3)
(5) DEED (2000-100734)
(6) PARCEL MAP (173 PM 27)
NOTE: SEE SHEETS 9-11 FOR DIMENSIONS OF EASEMENTS TO
BE DEDICATED ON THIS MAP THAT AFFECT PARCELS B AND C.
m
SHEET 8 OF 11
By- J5&1 -D '"m 2-1
CURVE TABLE
NO
RADIUS
DELTA
LENGTH
C1
151.50'
5614'21"
148.71'
C2
169.00'
31'04'18"
91.65'
C3
531.00'
10'37'53"
98.53'
C4
702.00'
42'09'34"
516.55'
C5
469.00'
10'55'13"
89.39'
C6
517.00'
5'50'48"
52.76'
C7
25.00'
36'20'15"
15.86'
C8
25.00'
35'44'56"
15.60'
C9
483.00'
617'20"
53.02'
C10
531.00'
9'02'49"
83.84'
C11
5.00'
89'26'49"
7.81'
C12
513.00'
2'32'40"
22.78'
C13
5.00'
90'00'00"
7.85'
C14
764.00'
8'04'13"
107.61'
C15
5.00'
89'37'07"
7.82'
C16
746.00'
9'03'33"
117.95'
C17
3.00'
89'46'14"
4.70'
C18
766.00'
2'04'25"
27.72'
C19
3.00'
89'46'14"
4.70'
PAROL B
309 M 8
PAROL 5
173 PM 27
2659-00
CURVE TABLE
NO
RADIUS
DELTA
LENGTH
C20
746.00'
5'13'04"
67.94'
C21
5.00'
87'33'28"
7.64'
C22
766.00'
4'47'06"
63.97'
C23
5.00'
89'37'07"
7.82'
C24
746.00'
3'32'57"
46.21'
C25
5.00'
89'37'07"
7.82'
C26
764.00'
2'45'54"
36.87'
C27
5.00'
89'37'07"
7.82'
C28
746.00'
3'51'32"
50.24'
C29
5.00'
89'38'17"
7.82'
C30
467.00'
10'37'10"
86.56'
C31
5.00'
90'00'00"
7.85'
C32
5.00'
90'00'00"
7.85'
C33
233.00'
5'27'58"
22.23'
C34
5.00'
88'41'09"
7.74'
C35
213.00'
23'28'45"
87.28'
C36
125.00'
66'46'14"
145.67'
C37
113.00'
70'59'45"
140.02'
358
359
3 60 F`
CURVE TABLE
NO
RADIUS
DELTA
LENGTH
C38
10.00'
90'00'00"
15.71'
C39
1000.00'
2'42'32"
47.28'
C40
130.00'
27'43'12"
62.89'
C41
5.00'
90'00'00"
7.85'
C42
173.00'
27'23'29"
82.71'
C43
5.00'
8823'25"
7.71'
C44
181.00'
3627'20"
115.16'
C45
147.00'
5811'00"
149.28'
C46
5.00'
92'01'04"
8.03'
C47
129.00'
4'56'39"
11.13'
C48
194.00'
27'43'12"
93.86'
C49
5.00'
90'00'00"
7.85'
C50
5.00'
90'00'00"
7.85'
C51
1064.00'
2'42'13"
50.20'
C52
5.00'
89'59'41"
7.85'
C53
5.00'
90'00'00"
7.85'
C54
5.00'
90'00'00"
7.85'
C55
87.00'
70'59'45"
107.80'
LINE TABLE
NO
BEARING
LENGTH
L1
N07'44'06"E
36.64'
L2
N82'1 5'54"W
91.68'
L3
N10'06'22"W
105.13'
L4
N41'38'03"W
90.27'
L5
N46'40'19"W
33.42'
L6
N43'19'41 "E
43.57'
L7
N46'40'19"W
33.63'
L8
N36'13'17"E
14.90'
L9
N45"16'06"E
13.02'
L10
N41 *38'03"W
67.27'
L11
N48'21'57"E
13.00'
L12
N41 *38'03"W
18.00'
L13
N56'26'10"E
13.02'
L14
N66'06'22"E
17.01'
L15
N6810'47"E
17.01'
L16
N76'04'09"E
15.21'
L17
N78'50'03"E
15.02'
SEE SHEET 7 SEE SHEET 6
22 LILY COURT
219 18 17 16 �14 13 D
10
/
(R)
LINE TABLE
NO
BEARING
LENGTH
L18
N83'08'46"E
13.02'
L19
N85'54'40"E
13.02'
L20
N89'29'12"W
15.01'
L21
N1 0'06'22"W
3.44'
L22
N7953'38"E
15.00'
L23
N10'06'22"W
13.00'
L24
N7953'38"E
15.00'
L25
N10'06'22"W
78.68'
L26
N85'21'35"E
15.06'
L27
NO2'25'06"E
66.07'
L28
N81'57'48"W
7.74'
L29
N81'51'15"W
2.92'
L30
N11'12'19"W
43.36'
L31
N78'47'41 "E
10.00'
L32
N41'38'03"W
41.23'
L33
N48'21'57"E
15.00'
SEE SHEET 5
(R)
LINE TABLE
NO
BEARING
LENGTH
L34
N41 '38'03"W
58.05'
L35
N77'22'01"E
3.07'
L36
N53'18'36"E
12.91'
L37
N41 *38'03"W
104.28'
L38
N13'54'51"W
38.60'
L39
N76'05'09"E
13.00'
L40
N 13'54'51 "W
103.84'
L41
N76'05'09"E
13.00'
L42
N13'54'51"W
67.65'
L43
N78'47'22"E
13.00'
L44
N11'12'19"W
67.00'
L45
N78'47'41"E
13.00'
L46
N11'12'19"W
162.00'
L47
N78'47'41"E
13.00'
L48
N11'12'19"W
40.00'
L49
N07'44'06"E
46.00'
(R)
(R)
(R)
(S07'44' 48"W)(5)
J
3 yam-
/l �.
J J �� d
N06'59'26 E(R)
0
�R r r I r -/ PARCEL B „E R L35 C7PAJ G�
361 mcg 7.16 ACt N75'45 26 C4� �, N79'04'37"E(R)
`- SEE SHEET 8 FOR PARCEL DIMENSIONS
a w N55'19'40"E(R)
L31 ,? a �� C42 _ _ C43 /,<- /11 i
•�' C38 , " - � �.�N C45 �\
h L30�- - - N11'1219 W 230.54' _ _C39 _� N13'S4'51 "w 220.08' - _ C40� L3 C46 C5
_ _
- C54 C53 C52 C49 l L33 �,��i �� L36
v, G L48 lz�DRIVE AISLE 2 C41 jr-
�, N38'08'29"E(R) �GShi -1- - L47 L45 L44 L43 L39 � C47
\,I
,,, - -+- L42 L40 L38+ _ �4�' oG� 9� C11 , N37'02'21 "E(R)
C1f �\ SEE DETAIL C n C51 C50 �N i
SHEET 10u -j a �' G�� L8
N89-28'29'W(R) L41 •� SEE DETAIL D
N74'48'26"E R ��, k (�, L3 „ r^
C3 C27 N82'45 53 E(R) y ��� L9 SHEET 10
L19 N79'12'56"E(R) C4 C15 C13 N45'49'17"E(R)
/ N69'50'49"W(R) �� \ C32 L23 C31 _ _ L13 L11
rL29 L28 3-�- L24 - L20 C29 C28 --C23 C21 C19 17 iG�� L12
N86'40 26 E(R) L25 _ L17 C20 - C�6 N56'49'03"E(R)��
c34 C30_ c24 _ DRIVE AISLE 1
L26 C33 L22 L21 C26 - - C18 N65 52 36 E R
C25 C22
N89'50'55"W(R) L18 N74'02'57"E(R) L15 L14
N86'17'33"E(R) L16
N73'37'37"E(R) N68'24'33"E(R)
PARCEL C
SEE SHEET 8
SUBDIVISION 9427
WILDFLOWER STATION
CONSISTING OF 11 SHEETS
BEING A SUBDIVISION OF A PORTION OF PARCEL B OF
SUBDIVISION 5653, FILED IN BOOK 249 OF MAPS, AT PAGE 26
CONTRA COSTA COUNTY RECORDS
CITY OF ANTIOCH, CONTRA COSTA COUNTY, CALIFORNIA
Carlson, Barbee & Gibson, Inc.
CIVIL ENGINEERS • SURVEYORS • PLANNERS
SAN RAMON WEST SACRAMENTO
SCALE: 1" = 100' JANUARY 2019
100' 0' 50' 100' 200' 400'
GRAPHIC SCALE
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS SURVEY IS DETERMINED BY FOUND
MONUMENTS IN LOTUS COURT, THE BEARING BEING N76'37'28"E PER
SUBDIVISION 6068 (301 M 8).
LEGEND
SUBDIVISION BOUNDARY LINE
RIGHT OF WAY LINE
LOT LINE
ADJOINER LINE
- - - - - - - - - -
EASEMENT LINE
- -
MONUMENT LINE
--------------------
TIE LINE
(T)
TOTAL
(R)
RADIAL
(LL)
LOT LINE
(M -M)
MONUMENT TO MONUMENT
(M -PL)
MONUMENT TO PROPERTY LINE
O
FOUND STANDARD STREET MONUMENT
•
FOUND IRON PIPE OR REBAR, AS NOTED
O
SET STANDARD STREET MONUMENT
EVAE
EMERGENCY VEHICLE ACCESS EASEMENT
PUE
PUBLIC UTILITY EASEMENT
REFERENCES:
(#) INDICATES REFERENCE NUMBER
(1) SUBDIVISION 5653 (249 M 26)
(2) SUBDIVISION 6068 (301 M 8)
(3) SUBDIVISION 7222 (343 M 13)
(4) RECORD OF SURVEY (92 LSM 3)
(5) DEED (2000-100734)
(6) PARCEL MAP (173 PM 27)
NOTF,S:
1. THIS SHEET SHOWS DIMENSIONS OF EASEMENT AREAS THAT ARE
DESIGNATED AS BOTH EVAE AND PUE THAT AFFECT PARCELS B AND C.
2. SEE SHEETS 10 do 11 FOR DIMENSIONS OF EASEMENT AREAS THAT ARE
DESIGNATED EXCLUSIVELY AS PUE THAT AFFECT PARCELS B AND C.
SHEET 9 OF 11
CURVE TABLE
NO
RADIUS
DELTA
LENGTH
C1
151.50'
5614'21
148.71'
C2
20.00'
1'26'56"
0.51'
C3
113.00'
70'59'45"
140.02'
C4
87.00'
70'59'45"
107.80'
C5
5.00'
90'00'00"
7.85'
C6
1064.00'
2'42'13"
50.20'
CURVE TABLE
NO
RADIUS
DELTA
LENGTH
C7
1064.00'
1'08'38"
21.24'
C8
1079.00'
1'33'35"
29.37'
C9
194.00'
27'43'12"
93.86'
C10
200.50'
22'58'38"
80.41'
C11
194.00'
444'34"
16.06'
C12
181.00'
3627'20"
115.16'
�Q) 353
�o
-Z� CZ) 359
360
CURVE TABLE
NO
RADIUS
DELTA
LENGTH
C13
5.00'
91'32'34"
7.99'
C14
517.00'
5'50'48"
52.76'
C15
147.00'
5811'00"
149.28'
C16
5.00'
9415'15"
8.23'
C17
469.00'
10'55'13"
89.39'
C18
162.50'
31'43'05"
89.96'
CURVE TABLE
NO
RADIUS
DELTA
LENGTH
C19
169.00'
31'04'18"
91.65'
C20
5.00'
110'35'58"
9.65'
C21
3.00'
7915'59"
4.15'
C22
172.50'
4'44'11"
14.26'
C23
20.00'
1514'42"
5.32'
SEE SHEET 7 SEE SHEET 6
LILY COURT
2'1 19 18 17 16 15 14 r
20 1 1 1C) �-
LINE TABLE
NO
BEARING
LENGTH
L1
N8212'04"W
4.16'
L2
N8212'04"W
5.32'
L3
N1112'19"W
40.00'
L4
N78'47'41"E
13.00'
L5
N13'54'51 "W
67.65'
L6
N13*54'51"W
38.60'
StiEE SHEET
T 5
FARrrI D
J
LINE TABLE
NO
BEARING
LENGTH
L7
N41 *38'03"W
104.28'
L8
N6610'39"W
3.04'
L9
N36*13'17"E
14.90'
L10
N37'26'44"E
12.94'
L11
N79'53'38"E
6.50'
SAN RAMON • WEST SACRAMENTO
N69'02'04"W
12.04'
EL12
L13
N82'12'04"W
7.83'
e
�� �-
Pr J PARCEL B �, C71`
361 ma' r r - 7.16 ACta wW a ,,, w SEE DETAIL F /
SEE SHEET 8 FOR PARCEL DIMENSIONS ' Z)``' ui
' ``' SHEET 11
V)
L3 Ad -id
h 13.17' CL Ln U)
3 SEE DETAIL C _ -- --------
PARCEL B °` THIS SHEET sS � -� + J L4 DRIVE AISLE 2 Ls G 1-1
��
N N38'O8'29"E(R) /� i - F /
309 M c3 i �-�--------� C6 L5�-- _ �%
�:22.56'
10CCj
SEE DETAIL G
w 21.83 49.74 C10.00' a SHEET 11
16.04SEE DETAIL DD j 17.91' i , THIS SHEET
C7 15.5' PUE
i \
PARCEL 5 ;%�i� \�Q C18 L11 ��------------- '
973 PM 37 /
SEE DETAIL E ---�- -f- DRIVE AISLE1 C12J
cn /
I � �' � �_ � - - � � �+ gr �
SHEET 11 '� �; cn a �^ (-'
�y� 4 N67'43'13"W(R)
cr
W PARCEL C N,'
0.50'
'/ c2
PARCEL B '
/�0a Np974
34 S?, /C, �
5 EJ (
Cl R=19.50' VAE v o & (C` / // N73'07 28")
PUE W R
26.52' / 500,
N85'37'10"W(R) (EVAE & PUE)
DRIVE AISLE I
/
1 N68'23'17"W(R)
PARCEL C I
C)�o PUE
o / �
DETAIL C
NOT TO SCALE
\ C20 '
N48'26'06"W(R)
2659-00
SEE SHEET 8
\�s N66'29'13"W(R) (R=20.00')
N52'17'46"W 5.16' N66'29'20"W(R) (R=147.00')
N35'11'54"E(R) N5114'31"W(R) PARCEL B
NOT PART OF
PUE/EVAE to
/CbV
�,C16_-
PARCEL C
DRIVE AISLE I
's
>�
EVAE-/
& PUE
N3311'29"E(R) , 5p i "4
DETAIL D
NOT TO SCALE
/
N25-29'16-E(R)
C21�
L9
SCALE: 1" = 100' JANUARY 2019
100' 0' 50' 100' 200' 400'
GRAPHIC SCALE
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS SURVEY IS DETERMINED BY FOUND
MONUMENTS IN LOTUS COURT, THE BEARING BEING N76'37'28"E PER
SUBDIVISION 6068 (301 M 8).
LEGEND
--------------------
(T)
(R)
(LL)
(M -M)
N37'28'53"E(R) (M -PL)
O
•
O
EVAE
PUE
REFERENCES:
SUBDIVISION BOUNDARY LINE
RIGHT OF WAY LINE
LOT LINE
ADJOINER LINE
EASEMENT LINE
MONUMENT LINE
TIE LINE
TOTAL
RADIAL
LOT LINE
MONUMENT TO MONUMENT
MONUMENT TO PROPERTY LINE
FOUND STANDARD STREET MONUMENT
FOUND IRON PIPE OR REBAR, AS NOTED
SET STANDARD STREET MONUMENT
EMERGENCY VEHICLE ACCESS EASEMENT
PUBLIC UTILITY EASEMENT
(#) INDICATES REFERENCE NUMBER
(1) SUBDIVISION 5653 (249 M 26)
(2) SUBDIVISION 6068 (301 M 8)
(3) SUBDIVISION 7222 (343 M 13)
(4) RECORD OF SURVEY (92 LSM 3)
(5) DEED (2000-100734)
(6) PARCEL MAP (173 PM 27)
NOTE:
1. THIS SHEET SHOWS DIMENSIONS OF EASEMENT AREAS THAT ARE
DESIGNATED EXCLUSIVELY AS PUE THAT AFFECT PARCELS B AND C.
SHEET 10 OF 11
FA ,, W, f
SUBDIVISION 9427
WILDFLOWER STATION
(R)
CONSISTING OF 11 SHEETS
BEING A SUBDIVISION OF A PORTION OF PARCEL B OF
SUBDIVISION 5653, FILED IN BOOK 249 OF MAPS, AT PAGE 26
(R)
CONTRA COSTA COUNTY RECORDS
(R)
CITY OF ANTIOCH, CONTRA COSTA COUNTY, CALIFORNIA
(R)
Carlson, Barbee & Gibson, Inc.
CIVIL ENGINEERS • SURVEYORS • PLANNERS
SAN RAMON • WEST SACRAMENTO
SCALE: 1" = 100' JANUARY 2019
100' 0' 50' 100' 200' 400'
GRAPHIC SCALE
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS SURVEY IS DETERMINED BY FOUND
MONUMENTS IN LOTUS COURT, THE BEARING BEING N76'37'28"E PER
SUBDIVISION 6068 (301 M 8).
LEGEND
--------------------
(T)
(R)
(LL)
(M -M)
N37'28'53"E(R) (M -PL)
O
•
O
EVAE
PUE
REFERENCES:
SUBDIVISION BOUNDARY LINE
RIGHT OF WAY LINE
LOT LINE
ADJOINER LINE
EASEMENT LINE
MONUMENT LINE
TIE LINE
TOTAL
RADIAL
LOT LINE
MONUMENT TO MONUMENT
MONUMENT TO PROPERTY LINE
FOUND STANDARD STREET MONUMENT
FOUND IRON PIPE OR REBAR, AS NOTED
SET STANDARD STREET MONUMENT
EMERGENCY VEHICLE ACCESS EASEMENT
PUBLIC UTILITY EASEMENT
(#) INDICATES REFERENCE NUMBER
(1) SUBDIVISION 5653 (249 M 26)
(2) SUBDIVISION 6068 (301 M 8)
(3) SUBDIVISION 7222 (343 M 13)
(4) RECORD OF SURVEY (92 LSM 3)
(5) DEED (2000-100734)
(6) PARCEL MAP (173 PM 27)
NOTE:
1. THIS SHEET SHOWS DIMENSIONS OF EASEMENT AREAS THAT ARE
DESIGNATED EXCLUSIVELY AS PUE THAT AFFECT PARCELS B AND C.
SHEET 10 OF 11
FA ,, W, f
N74'48'26'E(R)
8.00 / r8.78'
X06
"AY , / PARCEL C
GF
DETAIL E
NOT TO SCALE
L2 / / (SEE SHEET 10)
DRIVE AISLE 2
rn
PARCEL B
i�
L1/ L=149.28'(Ti - - - T C3
/
r-9.36' 4100 r L=45.38 c v,
C1TY Jr (5)
AINT 10r!-1
N37'02'21"E(R)
s• �
AG 3�
9.76'(PUE)
2659-00
R-142.00 J ,
N55'19'40"E(R) 4 51'55" L=12.06
i G
� G
J
D, 6=
\ DETAIL F
\ NOT TO SCALE
\\\ (SEE SHEET 10)
G1, l
\ N06'59'26"E(R)
eve \ \
PARCEL B
�r C5 N79'04'37"E(R)
N89'36'18"W(R)
6.63' < $.
,���-��` 6o ° DETAIL G
�- NOT TO SCALE
(SEE SHEET 10)
N37'01'49"E(R)
AG
PARCEL C
ygNo C�S�� jj�
aFoc� ' C
TQM
DFTATT, N
NUI IU JI;ALt
(SEE SHEET 8)
LINE TABLE
NO
BEARING
LENGTH
L1
N81'51'15"W
2.92'
L2
N81'57'48"W
7.74'
L3
NO2'25'06"E
66.07'
L4
N53'18'36"E
12.91'
L5
N07'44'06"E
46.00'
L6
N38'45'29"E
4.33'
L7
N51'14'31 "W
16.24'
CURVE TABLE
NO
RADIUS
DELTA
LENGTH
C1
129.00'
4'56'39"
11.13'
C2
5.00'
92'01'04"
8.03'
C3
147.00'
40'29'47"
103.90'
C4
25.00'
35'44'56"
15.60'
C5
20.00'
46'54'39"
16.37'
C6
478.00'
1'55'04"
16.00'
C7
25.00
36'20'15"
15.86'
N?o�,�¢;
F1
PARCEL C
SUBDIVISION 9427
WILDFLOWER STATION
CONSISTING OF 11 SHEETS
BEING A SUBDIVISION OF A PORTION OF PARCEL B OF
SUBDIVISION 5653, FILED IN BOOK 249 OF MAPS, AT PAGE 26
CONTRA COSTA COUNTY RECORDS
CITY OF ANTIOCH, CONTRA COSTA COUNTY, CALIFORNIA
Carlson, Barbee & Gibson, Inc.
CIVIL ENGINEERS • SURVEYORS • PLANNERS
SAN RAMON • WEST SACRAMENTO
JANUARY 2019
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS SURVEY IS DETERMINED BY FOUND
MONUMENTS IN LOTUS COURT, THE BEARING BEING N76'37'28"E PER
SUBDIVISION 6068 (301 M 8).
(R) LEGEND
(LL)
(T)
(R)
(LL)
(M -M)
(M -PL)
O
•
(PUE) O
EVAE
PUE
REFERENCES:
SUBDIVISION BOUNDARY LINE
RIGHT OF WAY LINE
LOT LINE
ADJOINER LINE
EASEMENT LINE
MONUMENT LINE
TIE LINE
TOTAL
RADIAL
LOT LINE
MONUMENT TO MONUMENT
MONUMENT TO PROPERTY LINE
FOUND STANDARD STREET MONUMENT
FOUND IRON PIPE OR REBAR, AS NOTED
SET STANDARD STREET MONUMENT
EMERGENCY VEHICLE ACCESS EASEMENT
PUBLIC UTILITY EASEMENT
(#) INDICATES REFERENCE NUMBER
(1) SUBDIVISION 5653 (249 M 26)
(2) SUBDIVISION 6068 (301 M 8)
(3) SUBDIVISION 7222 (343 M 13)
(4) RECORD OF SURVEY (92 LSM 3)
(5) DEED (2000-100734)
(6) PARCEL MAP (173 PM 27)
1. THIS SHEET SHOWS DIMENSIONS OF EASEMENT AREAS THAT ARE
DESIGNATED EXCLUSIVELY AS PUE THAT AFFECT PARCELS B AND C.
SHEET 11 OF 11