Loading...
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