PREPARED BY:324 S. SANTA FE, STE. AVISALIA, CA 93292TEL: 559.802.3052FAX: 559.802.3215www.4-creeks.com PREPARED BY:324 S. SANTA FE, STE. AVISALIA, CA 93292TEL: 559.802.3052FAX: 559.802.3215www.4-creeks.com NORTH
VICINITY MAPNO SCALE
BOARD OF SUPERVISOR'S STATEMENT
CITY CLERK'S STATEMENT
RECORDER'S STATEMENT
SURVEYOR'S STATEMENT
CITY SURVEYOR'S STATEMENT
CITY PLANNER'S STATEMENT
OWNER'S STATEMENT
STATE OF CALIFORNIA/COUNTY OF TULARE
SIGNATUREMY COMMISSION EXPIRES:PRINCIPAL PLACE OF BUSINESS: COUNTY ON _______________, BEFORE ME, ____________________________, A NOTARY PUBLIC PRINT NAMECOMMISSION NO.
A NOTARY PUBLIC OR OTHER OFFICER COMPLETING THIS CERTIFICATE VERIFIES ONLY THEIDENTITY OF THE INDIVIDUAL WHO SIGNED THE DOCUMENT TO WHICH THIS CERTIFICATE ISATTACHED, AND NOT THE TRUTHFULNESS, ACCURACY, OR VALIDITY OF THAT DOCUMENT.
PERSONALLY APPEARED, _______________________________________ WHO PROVED TO MEON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSON(S) WHOSE NAME(S)IS/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THATHE/SHE/THEY EXECUTED THE SAME IN HIS/HER/THEIR AUTHORIZED CAPACITY(IES), ANDTHAT BY HIS/HER/THEIR SIGNATURE(S) ON THE INSTRUMENT THE PERSON(S), OR THEENTITY UPON BEHALF OF WHICH THE PERSON(S) ACTED, EXECUTED THE INSTRUMENT.I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OFCALIFORNIA THAT THE FOREGOING PARAGRAPH IS TRUE AND CORRECT. WITNESS MYHAND.
THIS MAP WAS PREPARED BY ME OR UNDER MY DIRECTION AND IS BASED UPON A FIELD SURVEY INCONFORMANCE WITH THE REQUIREMENTS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCE ATTHE REQUEST OF WOODSIDE HOMESON SEPTEMBER 11, 2023, AND SAID FIELD SURVEY IS TRUEAND COMPLETE AS SHOWN. I HEREBY STATE THAT THIS FINAL MAP SUBSTANTIALLY CONFORMS TOTHE CONDITIONALLY APPROVED TENTATIVE MAP. ALL MONUMENTS ARE OF THE CHARACTER ANDOCCUPY, OR WILL OCCUPY, THE POSITIONS INDICATED WITHIN ONE YEAR OF THE RECORDING OFTHIS MAP AND ARE, OR WILL BE, SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED.RANDY D. WASNICK P.L.S. 8163DATE I HEREBY STATE THAT I HAVE EXAMINED THIS MAP; THAT THE SUBDIVISION AS SHOWN ISSUBSTANTIALLY THE SAME AS IT APPEARED ON THE TENTATIVE MAP, AND ANY APPROVEDALTERATIONS THEREOF; THAT ALL OF THE PROVISIONS OF CHAPTER 2 OF THE SUBDIVISION MAPACT AND ANY LOCAL ORDINANCES APPLICABLE AT THE TIME OF APPROVAL OF THE TENTATIVE MAPHAVE BEEN COMPLIED WITH; AND THAT I AM SATISFIED THAT THIS MAP IS TECHNICALLY CORRECT.MICHAEL E. LONG, CITY SURVEYOR P.L.S. 6815DATE I HEREBY STATE THAT THIS FINAL MAP CONFORMS TO THE TENTATIVE SUBDIVISION MAP APPROVED BYTHE CITY OF VISALIA PLANNING COMMISSION AT THE REGULAR MEETING HELD ON JUNE 26, 2023.
BY: PAUL BERNAL, PLANNING AND COMMUNITY DATE PRESERVATION DIRECTOR/CITY PLANNER THIS IS TO STATE THAT AT A REGULAR MEETING OF THE CITY COUNCIL OF THE CITY OF VISALIA HELDON THIS _______ DAY OF _____________________, 20______, AN ORDER WAS DULY AND REGULARLY MADEAND ENTERED INTO APPROVING THIS MAP AND SUBDIVISION AND, ON BEHALF OF THE PUBLIC,ACCEPTING SUBJECT TO IMPROVEMENT, THE PUBLIC STREETS; AND ACCEPTING THE PUBLIC UTILITYEASEMENTS, BLOCK WALL EASEMENTS, TEMPORARY EMERGENCY ACCESS EASEMENT, PEDESTRIANACCESS EASEMENTS, 0.7' CURB EASEMENT, AND STORM DRAIN EASEMENT, ALL INCLUDED WITHIN THEBOUNDARIES OF THE SUBDIVISION AND AS SHOWN UPON THIS MAP; AND CONSENTING TO THEABANDONMENT OF THE DITCH EASEMENT AS NOTED AND SHOWN HEREON.WITNESS MY HAND AND OFFICIAL SEAL OF THE CITY OF VISALIA, THIS DAY OF , 20 .LESLIE B. CAVIGLIACITY MANAGER/CITY CLERK BY: CHIEF DEPUTY CITY CLERK
I, JASON T. BRITT, COUNTY ADMINISTRATIVE OFFICER/CLERK OF THE BOARD OF SUPERVISORSOF THE COUNTY OF TULARE, STATE OF CALIFORNIA, DO HEREBY STATE THAT THE SAID BOARDOF SUPERVISORS HAS APPROVED THE PROVISIONS MADE FOR THE PAYMENT OF TAXES ASPROVIDED IN DIVISION 2 OF TITLE 7 OF THE GOVERNMENT CODE OF THE STATE OFCALIFORNIA.DATED THIS DAY OF , 20 .JASON T. BRITTCOUNTY ADMINISTRATIVE OFFICER/CLERK OF THE BOARD OF SUPERVISORSBY: DEPUTYDOCUMENT NO. FEE PAID FILED THIS DAY OF , 20_____ , AT M.,IN VOLUME OF MAPS, AT PAGE TULARE COUNTY RECORDS, ATTHE REQUEST OF 4 CREEKS, INC.TARA FREITAS, CPA, TULARE COUNTY ASSESSOR/CLERK-RECORDERBY: DEPUTY LEGAL DESCRIPTION:THAT PORTION OF THE SOUTH HALF OF THE NORTHWEST OF SECTION 3, TOWNSHIP 19 SOUTH, RANGE 24 EAST,MOUNT DIABLO BASE AND MERIDIAN, SHOWN AS PARCEL 1 OF PARCEL MAP NO. 5425 RECORDED IN BOOK 55, OFPARCEL MAPS, PAGE 33, TULARE COUNTY RECORDSALSO EXCEPTING THEREFROM AN UNDIVIDED 1/2 INTEREST IN ALL OIL, GAS, AND OR MINERALS IN AND UNDERSAID LAND, AS RESERVED BY BANK OF AMERICA NATIONAL TRUST AND SAVINGS ASSOCIATION, A NATIONALBANKING ASSOCIATION, IN DEED DATED JANUARY 15, 1937, RECORDED FEBRUARY 20, 1937 IN BOOK 724, PAGE496 OF OFFICIAL RECORDS.
BARR & WOOD RANCH - PHASE 1
PIQROEBEN ROAD
CITY OFVISALIA, CA
NOTARY ACKNOWLEDGEMENT
FLOOD HAZARD ZONEAS DELINEATED ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCERATE MAP (MAP NO. 06107C0936E) FOR COMMUNITY NO. 060409, CITY OF VISALIA, TULARECOUNTY, CALIFORNIA EFFECTIVE JUNE 16, 2009, THE PROPERTY SHOWN ON THIS MAP LIESPARTIALLY WITHIN ZONE AE, WHICH ARE SPECIAL FLOOD HAZARD AREAS SUBJECT TOINUNDATION BY THE 1% ANNUAL CHANCE FLOOD WITH BASE FLOOD ELEVATIONS DETERMINEDAND PARTIALLY WITHIN ZONE X (SHADED), WHICH ARE AREAS OF 0.2% ANNUAL CHANCEFLOODING. THE 1% ANNUAL CHANCE FLOODPLAIN BOUNDARY, BASE FLOOD ELEVATION LINESAND VALUES AND THE CALCULATED MINIMUM FINISHED FLOOR ELEVATIONS ARE SHOWN FORTHE PORTIONS OF THIS MAP THAT LIE WITHIN THE SPECIAL FLOOR HAZARD AREA.VERTICAL DATUM NOTE: BASE FLOOD ELEVATION VALUES SHOWN ON THIS MAP ARECONVERTED FROM THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) TO THE CITY OFVISALIA DATUM BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD 29) USINGTHE CONVERSION FACTOR OF 2.73 ESTABLISHED IN FEDERAL EMERGENCY MANAGEMENTAGENCY'S FLOOD INSURANCE STUDY DATED JUNE 16, 2009. THE CONVERSION FACTOR OF 2.73IS SUBTRACTED FROM THE NAVD 88 VALUE TO OBTAIN THE EQUIVALENT NGVD 29 VALUE.
TULARE COUNTY
CITY OFVISALIA
CITY LIMIT
WALNUT AVE
SHEET 2SHEET 3
THE UNDERSIGNED HEREBY CERTIFY THAT THEY ARE THE ONLY PERSONS HAVING ANYRECORD TITLE INTEREST IN THE REAL PROPERTY INCLUDED WITHIN THE BOUNDARIES OFTHE SUBDIVISION SHOWN UPON THIS MAP, AND DO HEREBY CONSENT TO THE PREPARATIONAND RECORDING OF SAID MAP AND THE CONSENT OF NO OTHER PERSON IS NECESSARY.WE HEREBY OFFER FOR DEDICATION AND DO HEREBY DEDICATE THE FOLLOWING, ASSHOWN WITHIN THE BOUNDARIES OF THE MAP HEREON, FOR THE SPECIFIED PURPOSES:1.RIGHTS OF WAY FOR ROEBEN STREET, AND WHITENDALE AVENUE, IN FEE TO THECITY OF VISALIA2.BLOCK WALL EASEMENT TO THE HOME OWNERS ASSOCIATION FOR THE INSTALLATIONAND MAINTENANCE OF BLOCK WALLS, AS SHOWN HEREON AND DESIGNATED AS "BWE"(BLOCK WALLS EASEMENT)3.PUBLIC UTILITY EASEMENTS TO THE CITY OF VISALIA FOR THE INSTALLATION ANDMAINTENANCE OF GAS LINES AND CONDUITS FOR ELECTRIC, TELEVISION ANDTELEPHONE SERVICES, TOGETHER WITH ANY AND ALL APPURTENANCES PERTAININGTHERETO, AS SHOWN HEREON AND DESIGNATED AS "PUE" (PUBLIC UTILITY EASEMENT)4.LOTS A THRU J TO BE RETAINED BY THE HOMEOWNER'S ASSOCIATION FORLANDSCAPING, UTILITY AND PEDESTRIAN ACCESS PURPOSES, AND THE MAINTENANCETHEREOF5. EASEMENT TO THE CITY OF VISALIA OVER AND ACROSS LOTS 25-27 FOR STORM DRAINPURPOSES, AS SHOWN HEREON6.DITCH PIPELINE EASEMENT IN FAVOR OF THE PERSIAN DITCH COMPANY, AS SHOWNHEREON7. TEMPORARY EMERGENCY ACCESS EASEMENT TO THE CITY OF VISALIA, AS SHOWNHEREON ACROSS LOT 27 OF THIS MAP, AND TO BE ABANDONED WITH THE RECORDINGOF PHASE 2 OF THIS SUBDIVISION.8.PEDESTRIAN ACCESS EASEMENTS IN FAVOR OF THE CITY OF VISALIA, OVER ANDACROSS LOTS D AND E, AS SHOWN HEREON AND DESIGNATED "PAE"9.A 0.7' CURB EASEMENT IS INTENDED ACROSS THE FRONTAGES OF ALL NUMBEREDLOTS IN FAVOR OF THE HOME OWNERS ASSOCIATION, PER THIS MAPFOR: WOODSIDE 06N, LP, A CALIFORNIA LIMITED PARTNERSHIPBY:WDS GP, INC., A CALIFORNIA CORPORATION, ITS GENERAL PARTNER_________________________________________________________________________________________________BY:MATT SMITHDATETITLE:VICE PRESIDENT - LAND ACQUISITION NORTHKEY MAPSCALE: 1"=300'
STATE OF CALIFORNIAPROFESSIONAL LAND SURVEYORRANDY D. WASNICKEXP: 12/31/24PLS 8163
SHIRK ROADWHITENDALE AVE
TSM 5584
PERSIAN DITCH COMPANY STATEMENTTHE PERSIAN DITCH COMPANY HAS REVEIWED THIS SET OF PLANS FOR GENERAL CONFORMITY WITHPERSIAN DITCH COMPANY REQUIREMENTS. THE COMPANY ASSUMES NO LIABILITY FOR ERRORS OROMMISIONS AS A PART OF THIS REVEIW. CONTRACTOR SHALL VERIFY ALL ELEVATIONS ANDLOCATIONS OF PERSIAN DITCH COMPANY FACILITIES PRIOR TO CONSTRUCTION.FILVA JAMES PRESIDENTDATEABANDONMENT NOTEIN ACCORDANCE WITH THE CALIFORNIA GOVERNMENT CODE SECTION 66434 (g), THE FILINGOF THIS MAP DOES HEREBY CONSTITUTE THE ABANDONMENT OF THE FOLLOWING PUBLICEASEMENT:1. EASEMENT FOR DITCH PURPOSES PER MAP OF ROEBEN RANCH RECORDED ON MAY 28,2003, IN BOOK 39 OF MAPS, PAGE 99, TCR N0° 26' 27"W 392.01'
N65° 21' 17"W (R)
N22° 39' 08"W (R) 16.00'
1933.53'
C17
C65
C72C90
C95
C27
C5
C15
C16
C19 C20C21 C22
C23 C94
C43
C46C48 C70C68 C77
C78
C79C81
C82 C83
C84C85
C87
C88C89
C93N56° 23' 37"W 24.97'N21° 37' 00"W 95.48'N68° 23' 00"E 328.35'
66.97'N53° 55' 42"E 24.02'
C28C25C26
N0° 07' 54"W (R) 24.69'
169.95'
N0° 07' 54"W 23.45'
C35C2
C24
C67
C73
N0° 07' 54"W 17.99'N0° 07' 54"W 17.99'
C92C33C34
C30C32 C31
C64
C75
C80
C29
C63C6212.27'C56
C57
C58C59C60
C61
C14
C18
R26
R27
R18
R17
R19R15
R20
R25R24
R16
R14
C36
C42
C41
R12
R13 R22R33
R10R11R9R4R3
R6 R8R7 R34 R23R28 R30R31R29 R32R36R37
42.00'216.25'90.00'
C69
116.64'
C50C51C49C47 169.95'
R35
188.35'
140.00'
512.35'C76C86
C99
C11
N75° 33' 05"W 180.31'
N0° 27' 04"W 221.81'N0° 27' 04"W 275.60'N0° 27' 04"W 198.18'N0° 27' 04"W 162.79' N76° 28' 49"E 195.70'
N85° 32' 48"E 176.50'
N89° 52' 06"E 174.23'
N89° 52' 06"E 143.96'N89° 52' 06"E 174.53'
N89° 52' 06"E 205.39'
N82° 27' 59"E 199.86'
N89° 32' 56"E 202.01'
N89° 32' 56"E 191.96'N76° 29' 33"W 181.35'
N52° 08' 56"W 161.99'
140.71' 281.63' 60.37'
145.24'124.20'
90.35'76.42' 34.98'34.98'
57.48'50.48'150.35' 121.60'96.51'
67.03'
90.00'
120.15' 67.27'
97.44'
85.84'
80.00'
61.44'
N89° 33' 47"E 153.33'
121.61'85.00'
10'
102.00'
117.37'
82.00'
97.76'
80.00'
73.14'
57.98'N0° 17' 52"W126.30'
N29° 26' 53"E 323.42'121.24'97.37'
114.01'84.89'
447.21'
N0° 27' 04"W 210.15'
141.16' 86.00'
50'25'25'
42'
36'
1748.48'
N0° 26' 27"W 2660.99' (N0° 26' 27"W 2660.99')
52' SEE DETAIL 'B'
6' PUE
6' PUE2' BWE 2' BWE
6' PUE 16'
16'
6' PUE
2' BWE 2' BWE 2' BWE
2' BWE
C45
1513,475 sf.
3812,222 sf.
3916,330 sf.4018,228 sf.
3514,523 sf.
1323,403 sf.
1416,994 sf.
1920,392 sf.
1719,439 sf. 313,824 sf.
413,140 sf.
215,065 sf.
116,879 sf.
LOT E3,105 sf.
LOT B4,236 sf.1613,776 sf. LOT C5,907 sf.EVERGREEN AVENUE
NEWTON COURTGALILEO COURT
CURIE CIRCLE
ROEBEN STREET
42'
6' PUE
6' PUE 6' PUE
6' PUE
10'
6716,274 sf.
6816,570 sf.
4416,244 sf.
4523,565 sf.
6 LOT A4,546 sf.36'
N89° 52' 06"E 1,748.48'
254.78'294.12'
WHITENDALE AVENUE
64.70'
N0° 07' 54"W 126.31'
18'18'
N54° 48' 19"E 145.44'
18'18'
242.50'
18'18'
42.00'16.09'
16'
2015.33' [2015.49'] (2015.33')
2' BWE
N89° 53' 53"E 661.09' (N89° 53' 53"E 661.09') [N89° 53' 53"E 661.15'] 34'
216.45'
817,613 sf.
715,609 sf.1116,520 sf.
1219,989 sf.
4230,817 sf.14.95'
61.58'
C71
N0° 14' 36"W 240.96'
107.90'
FOUND 1/2IN IRON PIPE TAGGEDPLS 4076 (PER RM 39-99)
2'
10'6' PUE
36'
N59° 42' 52"E (R)N84° 34' 00"W (R) N89° 52' 06"E (R)N89° 52' 06"E (R) N80° 25' 37"W (R) N76° 47' 34"E (R)N77° 03' 22"W (R)
N42° 32' 15"W (R)
N31° 03' 44"W (R)
N68° 25' 23"W (R)
N73° 49' 25"W (R)N76° 42' 57"W (R)
N8° 23' 38"E (R)N0° 47' 44"W (R)
N83° 05' 04"E (R)N70° 58' 15"E (R)N76° 46' 09"E (R)
N89° 36' 20"W (R)
N61° 09' 32"E (R)
54.89'55.20'
N89° 33' 47"E 206.61' (N89° 33' 47"E 206.61')10.0'
25'18'
SEE DETAIL 'E'
SEE DETAIL 'F'SEE DETAIL 'G'36'
10'
10'
121.86'
N48°44'46"E
127.19' N76° 42' 57"W(R) 52.00'(N76° 42' 57"W(R) 52.00') SEE DETAIL 'A'N75° 06' 59"W 145.06'(N75° 06' 59"W 145.06')
76.15'
SEE DETAIL 'C'
SEE DETAIL 'D'
N7° 39' 01"W 81.08'(N7° 39' 01"W 81.08')
N8° 40' 51"E 80.84'(N8° 40' 51"E 80.84')4.93'N88° 43' 13"E 144.37'N7° 39' 01"W 81.08' N8° 40' 15"E 80.84'706776.15'
N89°53'52"E58.09'
18' 18'
LOT J219,023 sf.
LOT J219,023 sf.LOT J219,023 sf.
LOT J219,023 sf.LOT J219,023 sf.
LOT J219,023 sf.
PUEPUE
PUE
PUE
PUE
PUE
PUE
N21° 37' 00"W (R)
PUE PUE
PUE
PUE
10'
10'
2' BWE
18'
18'
18'
16'
PUE
8.16'
8.16'118.71'76.23'
20'
20'
20'
18' 36'36'
14.40'4323,778 sf.
SEE DETAIL 'K'
R211018,676 sf.
248.96' 223.07'616,667 sf.
914,874 sf.
LOT D26,850 sf.
251.39'
513,624 sf.
C97C98
N42° 27' 06"E 27.23'
N4°39'20"W(R)
N89°33'33"E(R)
645.66' [645.66'] (645.66')
R46TO SW COR. PIQ1748.48'TO SW COR. PIQ
16'N56° 53' 10"W 326.99' 43'
N0° 14' 36"W 297.13'
C96PAE PUE
PAE
PAELOT D26,850 sf.
PUE
4124,253 sf.
PREPARED BY:324 S. SANTA FE, STE. AVISALIA, CA 93292TEL: 559.802.3052FAX: 559.802.3215www.4-creeks.com PREPARED BY:324 S. SANTA FE, STE. AVISALIA, CA 93292TEL: 559.802.3052FAX: 559.802.3215www.4-creeks.com A PORTION OF THE SOUTH HALF OF THE NORTHWEST OF SECTION 3, TOWNSHIP 19 SOUTH, RANGE 24 EAST, MOUNTDIABLO BASE AND MERIDIAN, IN THE CITY OF VISALIA, COUNTY OF TULARE, STATE OF CALIFORNIA BARR & WOOD RANCH - PHASE 1
ROEBEN RANCH
CHERRY AVE.
JACQUES ST.1 2 3 4 529
2827
SUBDIVISION MAP: BK 39, PG 99, TCR
LEGEND
PUE
CE
BWE
10'
36.50'
80' 80'
N1/4 COR. SEC. 3-19/24 FOUND NAILWITH 2' OFFSETS, TIES CHECK CENTER COR. SEC. 3-19/24FOUND BRASS DISC IN CONCRETESTAMPED PLS 5695 (PER RM 37-12)N89° 52' 06"E 2644.72 ' (N89° 52' 06"E 2644.72')W1/4 COR. SEC. 3-19/24 FOUND NAILWITH 2' OFFSETS. TIES CHECK 7B
7B7A97C
7C7D
7A9
6 6
PARCEL 2, PARCEL MAP NO. 5425BK 55, PM, PG 33
#
[ ]( )
FOUND 1/2'" IRON PIPEIN CONCRETE
FOUND BRASS DISCIN CONCRETESTAMPED PLS 5695(PER RM 37-12) R
R
R
R
R
R
SOUTHERN CALIFORNIA EDISON COMPANY ELECTRIC LINEEASEMENT RECORDED 5/9/1956, IN VOLUME 1921, AT PAGE 412 OFOFFICIAL RECORDS MINERAL INTEREST IN FAVOR OF BANK OF AMERICA NATIONALTRUST AND SAVINGS ASSOCIATION, A NATIONAL BANKINGASSOCIATION IN DEED RECORDED 2/20/1937, IN VOLUME 724, ATPAGE 496 OF OFFICIAL RECORDS DEDICATION AS SET FORTH AND SHOWN ON OFFICIAL MAP OF ROEBENRANCH AS FOLLOWS:A)SLOPE PROTECTION OVER A PORTION OF SAID PROPERTYB)IRREVOCABLE OFFER OF DEDICATION FOR A ROAD RIGHT OFWAY OVER A PORTION OF SAID PROPERTYC)EASEMENT TO THE CITY OF VISALIA AND PERSIAN DITCHCOMPANY FOR DITCH PURPOSES (CITY OF VISALIA PORTIONBEING QUITCLAIMED PER THIS MAP)D)EASEMENT TO THE CITY OF VISALIA AND PERSIAN DITCHCOMPANY FOR IRRIGATION AND STORM DRAIN WATERPURPOSES EASEMENTS AND AGREEMENTSTHAT AFFECT SUBJECT PROPERTYWATER DITCH EASEMENT, GRANTED TO JOHN W. STOKES,IN DEED RECORDED 10/20/1896, IN BOOK 77 OF DEEDS, ATPAGE 306, OFFICIAL RECORDS (NOT PLOTTABLE) PROVISIONS AND CONDITIONS SET FORTH IN THE "NOTES" ONTHE MAP OF ROEBEN RANCH AS RECORDED IN VOLUME 39 OFMAPS AT PAGE 99, TCR 567
9 3
[28']
34.00'18'
NOTES1. SEE SHEET 4 FOR CURVE AND RADIAL TABLES2. SEE SHEET 4 FOR DETAILS SCALE: 1" = 80'
TSM 5584
LOT A
R
SLOPE EASEMENT AGREEMENT PER DOCUMENT RECORDED5/28/2003 AS DOCUMENT NO. 2003-00480968 7D [28']
36.50'
6 20'
D
D
DDD
N89° 33' 15"E 14.96'
N53° 53' 10"W 326.99'
CURB EASEMENT NOTEA 0.7' CURB EASEMENT IS INTENDED ACROSS THEFRONTAGES OF ALL NUMBERED LOTS IN FAVOR OF THECITY OF VISALIA, PER THIS MAP
ZONE AEZONE X
E
(R)TCR
FOUND AND ACCEPTED MONUMENT AS DESCRIBEDSET 3/4" IRON PIPE TAGGED "PLS 8163" DOWN 6INSET 3/4" IRON PIPE TAGGED "PLS 8163" 5.00 FEET FROM TRUECORNER ALONG PROPERTY LINEFOUND 3/4" IRON PIPE TAGGED 'PLS 8163' DOWN 6IN PERPM NO. 5425 RECORDED IN BOOK 55 PAGE 33, TCRSET BRASS DISC FLUSH IN CONC. TAGGED "PLS 8163"CURB EASEMENT (SEE NOTE FOR MORE INFORMATION)TULARE COUNTY RECORDSRADIAL BEARINGSHADED LINE INDICATES SUBDIVISION BOUNDARYPUBLIC UTILITY EASEMENTBLOCK WALL EASEMENTPARCEL BEING SUBDIVIDEDRECORD DATA PER MAP OF ROEBEN RANCH RECORDED INVOLUME 39 OF MAPS AT PAGE 99, TCR(OR CALCULATED THEREFROM)RECORD DATA PER PM NO. 5425 RECORDED IN BOOK 55 PAGE 33TCREASEMENT/AGREEMENT AFFECTING PROPERTY AS LISTED ON THIS SHEETTEMPORARY EMERGENCY ACCESS EASEMENT PER THIS MAPRETAINED BY HOME OWNERS ASSOCIATION FOR PRIVATE ROADPURPOSESDITCH PIPELINE EASEMENT IN FAVOR OF THE PERSIAN DITCHCOMPANY PER THIS MAPPEDESTRIAN ACCESS EASEMENT
SEE DETAIL 'H'
PIQ
PAE
18 (N76° 42' 57"W (R) 52.00')N76° 42' 57"W (R) 52.00' C15
34.00'18.00'C34C14LOT 38CURIE CIRCLE
DEDICATION AS SET FORTH AND SHOWN ON PARCEL MAP NO.5425 FILED JUNE 14, 2024 IN BOOK 55 OF MAPS, AT PAGE 33, ASFOLLOWS:A.VEHICULAR ACCESS AND STORM DRAIN PIPELINE LYINGOVER A PORTION OF PARCEL 2, IN FAVOR OF PARCEL 1B.PONDING BASIN PURPOSES LYING OVER A PORTION OFPARCEL 2, IN FAVOR OF PARCELC.DIRT STOCKPILE PURPOSES LYING OVER A PORTION OFPARCEL 2, IN FAVOR OF PARCEL 1D.TURNAROUND EASEMENT LYING OVER A PORTION OFPARCEL 2, IN FAVOR OF PARCEL 1E.FENCE EASEMENT LYING OVER A PORTION OF PARCEL2, IN FAVOR OF PARCEL 1 12 N24° 17' 06"E 73.92'
1748.48'
C7C10C17
C4 C5
C6
C12
C16
N0° 07' 54"W 155.71'
C35C3
C8
C2
C33
C36C40C39C38C37
R12R11R9R4R3
R6R5
R2
C9
C110
C105
C111
C112 C116
C122
C102C123C124
C126
R38R44R43R45
R41R42R40R39
R1
N89° 52' 06"E 609.25'
N89° 52' 06"E 609.25'
N90° 00' 00"W 162.93'
C100 C13
C104C103
C1 (Δ=0°37'35" R=430.00' L=4.70')
C121
C120
C119C118C117C115C114
C113
C106C107
C108
18.34'
85.00'85.00'
N0° 07' 54"W 145.00'N0° 07' 54"W 145.00'N0° 07' 54"W 145.00'N0° 07' 54"W 145.00'N0° 07' 54"W 144.47' N34° 44' 09"W (R) 145.00'
N52° 08' 56"W 161.99'
N27° 42' 19"W 213.19'
N0° 07' 54"W 155.81'N0° 07' 54"W 155.71'N0° 07' 54"W 155.71'N0° 07' 54"W 155.71' N0° 07' 54"W 145.00'
100.00'
100.00'85.00'85.00'63.56'
75.10'85.00'
85.00'85.00'85.00'85.00'124.02'140.71'74.73'
145.24'124.20'
10' 88.17'
36'
585.10'
1748.48'
52'
10.00'
6' PUE
6' PUE
3014,500 sf.
3613,553 sf.
3714,116 sf.
3112,325 sf.3212,325 sf.3312,321 sf.3413,897 sf.3514,523 sf. 2413,235 sf.2313,235 sf.2213,235 sf.2113,236 sf.2016,710 sf.1920,392 sf.1825,592 sf. 1719,439 sf.
1613,776 sf.
CURIE CIRCLE
WHITENDALE AVENUE
6' PUE
10'
2816,418 sf.2914,500 sf.N0° 07' 54"W 145.00'109.32'
112.43'100.00'
100.00'
85.00'85.00'85.00'
85.00'85.00'85.00'N0° 07' 54"W 155.71'N0° 07' 54"W 155.71'N0° 07' 54"W 155.71' 6716,274 sf.
6816,570 sf.
6515,549 sf.6614,463 sf.5716,435 sf.
5814,630 sf.5912,325 sf.6012,325 sf.6112,325 sf.6214,505 sf.6313,775 sf.6414,432 sf. 5618,518 sf.
4617,899 sf.4714,939 sf.4812,325 sf.4912,325 sf.5013,077 sf.5113,775 sf.5213,775 sf.5313,925 sf.5415,867 sf. 5516,229 sf.
N89° 52' 06"E 312.43'32.24'95.00'95.00'90.19' 85.00'85.00'85.00'
59.93'95.00'100.00'85.00'85.00'85.00'
LOT F2,331 sf.
LOT A4,546 sf.N77° 43' 22"E 71.59'
36'
36'
254.78'294.12'
131.04'150.72'148.08'
609.25'
609.25'
EVERGREEN AVENUE
N89° 52' 06"E 585.10'
609.25'
64.70'
18.00'18.00' LOT G3.69 AC.
6' PUE 6' PUE
2' BWE2' BWE2' BWE
2' BWE2' BWE6' PUE
42.00'
FRANKLIN CIRCLE
N0° 00' 00"E 145.00'
N0° 07' 54"W 145.00'N0° 07' 54"W 145.00'LOT H19,248 sf.
66.37'
66.37'
290.00'290.00'
N23° 57' 12"W 80.56'(N23° 57' 12"W 80.56')
63.56'85.00'85.00'90.19'95.00'95.00'29.13'
25.81'85.00'85.00'85.00'42.34'100.07'95.00'91.02'54.55'
26.38'46.51' 42.90'36.20'30.23'49.64'
37.37'34.22'N63° 12' 38"E 78.80'N0° 07' 54"W 145.00'N0° 07' 54"W 145.00'N0° 07' 54"W 145.00'N0° 07' 54"W 145.00'N0° 07' 54"W 145.00'N18° 16' 49"E (R) 145.00' N52° 18' 06"E 144.95'
N51° 43' 09"W (R) 143.24'
N20° 42' 17"W (R) 142.84'
N0° 00' 00"W 145.00'N0° 00' 00"E 145.00'N0° 00' 00"W 145.00'N0° 06' 07"W 145.00'N0° 07' 54"W 145.00'N0° 07' 54"W 145.00'N2° 14' 58"E (R) 143.04'N31° 36' 56"E (R) 142.35' N54° 48' 19"E 145.44'
N88° 43' 13"E 144.37'
N89° 52' 06"E 255.00'
CURIE CIRCLE
42.09'
LOT I6,121 sf.
6' PUE
127.92'
FRANKLINAVE.
585.10'
34'
CURIE CIRCLE
N89° 52' 06"E 1,748.48'
FRANKLIN CIRCLE
N44° 39' 17"W 206.98'
N29° 26' 53"E 88.17'
18.00'34.00'
PUE
N2° 59' 22"W (R)
N42° 32' 15"W (R)
N31° 03' 44"W (R)N21° 32' 29"W (R)N11° 25' 28"W (R)
N1° 18' 31"W (R)
N68° 25' 23"W (R)
N73° 49' 25"W (R)
N89° 36' 20"W (R)
N61° 09' 32"E (R)
N8° 29' 52"W (R)N46° 14' 44"E (R)
N0° 07' 54"W (R)
N18° 50' 34"W (R) 145.00'
N13° 36' 12"W 169.71'
10'
N48°44'46"E
148.88'
N89° 52' 06"E 552.01' (N89° 52' 06"E 552.01')N71° 20' 02"E 72.89'(N71° 20' 02"E 72.89') 127.19'
N0° 07' 54"W (R)
N0° 07' 54"W (R)
SEE DETAIL 'I'
N0° 07' 54"W (R)
SEE DETAIL 'J'
N56° 38' 23"E 72.89'(N56° 38' 23"E 72.89')
16.00'
N41° 56' 44"E 72.89'(N41° 56' 44"E 72.89')
N0° 00' 00"E 52.00'(N0° 00' 00"E 52.00')
N86° 03' 52"E 81.62'(N86° 03' 52"E 81.62') N72° 27' 43"W 79.25'(N72° 27' 43"W 79.25')N56° 24' 53"W 79.87'(N56° 24' 53"W 79.87')N40° 13' 08"W 80.71'(N40° 13' 08"W 80.71') N80° 36' 06"W 88.12'(N80° 36' 06"W 88.12')N63° 59' 05"W 76.72'(N63° 59' 05"W 76.72') N11° 07' 11"E 87.05'(N11° 07' 11"E 87.05')
N27° 15' 05"E 72.89'(N27° 15' 05"E 72.89')
N75° 06' 59"W 145.06'(N75° 06' 59"W 145.06')
N87° 11' 35"W 79.10'(N87° 11' 35"W 79.10')
76.15'
N15° 18' 33"W 143.64'
N7° 39' 01"W 81.08'(N7° 39' 01"W 81.08')
N8° 40' 51"E 80.84'(N8° 40' 51"E 80.84')4.93'
N0° 29' 41"E (R) 144.98'(N0° 29' 41"E 144.98')
N48° 07' 55"W 80.49'(N48° 07' 55"W 80.49')
N31° 53' 26"W 80.54'(N31° 53' 26"W 80.54')
N15° 57' 26"W 77.46'(N15° 57' 26"W 77.46')
N52° 18' 06"E144.95'5554N31° 53' 26"W80.54''
N90° 00' 00"W 2.64'
3.31'
N15° 57' 26"W 77.46'55
N88° 43' 13"E 144.37'N7° 39' 01"W 81.08'
N8° 40' 15"E 80.84'706776.15'
N0° 00' 00"E 52.00'
C130C129C128
C127C125
77.18'
77.18' 219,023 sf.
LOT J219,023 sf.
LOT J219,023 sf.
LOT J219,023 sf.
LOT J219,023 sf.
LOT J219,023 sf.
PUE
PUE
PUE
PUE
PUE
PUE PUE
2713,235 sf.2613,235 sf.2513,235 sf.
LOT J219,023 sf.PUEPUE
2' BWE2' BWE
6' PUE
2' BWE
6' PUE
16'
2' BWE
34'
18'52'
18'
18' 18'
18'
36'18'
18'36'18'
18'
36'18'
18' 36'18'
18'
18'
18'
6' PUE
PUE
PUE
PUE
2' BWE
PUE
18'
LOT D26,850 sf.
609.25'
251.39'
711.20' (711.20') 1933.53' (1933.53')TO SE COR. PIQ
16'N56° 53' 10"W 326.99'
N0° 29' 41"E (R)144.98'C1109.32'N89° 52' 06"ER1
N89° 52' 06"E 24.15'(N89° 52' 06"E 24.15')
N0° 07' 54"W 259.71' (N0° 07' 54"W 259.71')PAE PUE
28 CHERRY AVENUE
FRANKLIN CIRCLE
PREPARED BY:324 S. SANTA FE, STE. AVISALIA, CA 93292TEL: 559.802.3052FAX: 559.802.3215www.4-creeks.com A PORTION OF THE SOUTH HALF OF THE NORTHWEST OF SECTION 3, TOWNSHIP 19 SOUTH, RANGE 24 EAST MOUNTDIABLO BASE AND MERIDIAN, IN THE CITY OF VISALIA, COUNTY OF TULARE, STATE OF CALIFORNIA BARR & WOOD RANCH - PHASE 1
80'80'
CENTER COR. SEC. 3-19/24 FOUND BRASS DISC INCONCRETE STAMPED PLS 56955 (PER RM 37-12)N89° 52' 06"E 2644.72 ' (N89°52'06"E 2644.72')W1/4 COR. SEC. 3-18/24 FOUND NAILWITH 2' OFFSETS, TIES CHECK PARCEL 2, PARCEL MAP NO. 5425BK 55, PM, PG 33
E
PARCEL 2, PARCEL MAP NO. 5425BK 55, PM, PG 33
PARCEL 2, PARCEL MAP NO. 5425BK 55, PM, PG 33
6 R
R
RR
R
R
NOTES1. SEE SHEET 4 FOR CURVE AND RADIAL TABLES2. SEE SHEET 4 FOR DETAILS3. SEE SHEET 2 FOR LEGEND4. SEE SHEET 2 FOR EASEMENTS AFFECTING PROPERTY 6' PUE
SCALE: 1" = 80'
TSM 5584
3'20'
3'20'
TEMPORARY TURNAROUNDEASEMENT PER PM NO. 5425
NO SCALEDETAIL
NO SCALEDETAIL
NO SCALEDETAIL
VEHICULAR ACCESS AND STORMDRAIN PIPELINE PER PM NO. 5425 PONDING BASIN EASEMENT PER PM NO. 5425
CURVE TABLECURVE #C1C2C3C4C5C6C7C8C9C10C11C12C13C14C15C16C17C18C19C20C21C22C23C24C25C26C27C28C29C30C31C32C33C34C35 DELTA0°37'35"49°52'11"2°51'28"15°51'12"15°53'35"15°15'56"96°53'04"18°25'17"78°27'47"93°45'20"16°04'27"13°10'56"2°53'31"16°27'11"11°21'40"5°05'31"92°31'30"48°49'45"18°49'06"9°11'22"9°11'54"11°37'22"9°19'21"28°32'21"8°17'13"20°15'08"88°02'28"20°15'08"21°30'52"54°43'51"22°39'22"30°28'18"1°36'11"21°10'46"55°24'16" LENGTH4.70'374.27'21.45'118.98'119.28'114.57'33.82'6.43'27.39'32.73'120.64'98.93'21.70'138.41'95.58'42.84'32.30'453.39'174.73'85.33'85.41'107.92'33.35'161.88'47.01'114.88'46.10'120.53'112.65'525.38'217.48'292.51'15.39'171.52'448.68' RADIUS430.00'430.00'430.00'430.00'430.00'430.00'20.00'20.00'20.00'20.00'430.00'430.00'430.00'482.00'482.00'482.00'20.00'532.00'532.00'532.00'532.00'532.00'205.00'325.00'325.00'325.00'30.00'341.00'300.00'550.00'550.00'550.00'550.00'464.00'464.00' CURVE TABLECURVE #C36C37C38C39C40C41C42C43C44C45C46C47C48C49C50C51C52C53C54C55C56C57C58C59C60C61C62C63C64C65C66C67C68C69C70 DELTA51°23'36"1°10'36"10°06'57"10°07'02"9°31'14"11°28'31"8°59'15"79°37'55"2°07'31"77°30'24"23°26'43"27°16'39"14°06'08"13°10'31"85°02'26"77°30'24"7°32'02"2°25'29"0°51'20"1°34'09"55°39'27"273°29'48"48°12'42"83°57'23"135°54'08"5°25'35"41°08'43"5°43'52"18°24'01"87°32'49"10°02'25"77°30'24"18°51'57"20°46'55"20°15'11" LENGTH432.35'9.90'85.10'85.11'80.09'96.54'75.61'27.80'0.74'27.05'232.42'278.03'143.74'134.29'29.68'27.05'2.63'11.93'4.21'7.72'48.57'238.67'42.07'73.27'118.60'4.74'35.91'31.81'96.34'30.56'3.50'27.05'187.03'211.83'206.43' RADIUS482.00'482.00'482.00'482.00'482.00'482.00'482.00'20.00'20.00'20.00'568.00'584.00'584.00'584.00'20.00'20.00'20.00'282.00'282.00'282.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'318.00'300.00'20.00'20.00'20.00'568.00'584.00'584.00' CURVE TABLECURVE #C71C72C73C74C75C76C77C78C79C80C81C82C83C84C85C86C87C88C89C90C91C92C93C94C95C96C97C98C99C100C101C102C103C104C105 DELTA0°31'44"90°00'00"78°27'47"11°32'13"21°29'06"21°29'06"8°23'09"13°05'57"47°09'23"274°18'46"34°04'50"103°04'32"103°04'32"34°04'50"47°09'23"21°29'06"6°47'02"12°06'49"2°35'15"90°00'00"11°32'13"78°27'47"18°20'12"18°20'12"92°50'21"85°47'08"4°31'26"4°31'26"7°05'02"72°06'42"0°55'27"38°51'58"29°34'33"8°21'58"74°01'33" LENGTH5.39'31.42'27.39'4.03'112.50'105.75'41.27'64.47'41.15'239.38'29.74'89.95'89.95'29.74'41.15'119.25'37.65'67.23'14.36'31.42'4.03'27.39'82.89'88.01'48.61'44.92'114.33'115.12'185.46'25.17'2.26'94.97'72.27'20.44'180.88' RADIUS584.00'20.00'20.00'20.00'300.00'282.00'282.00'282.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'318.00'318.00'318.00'318.00'20.00'20.00'20.00'259.00'275.00'30.00'30.00'1,448.00'1,458.00'1,500.00'20.00'140.00'140.00'140.00'140.00'140.00' CURVE TABLECURVE #C106C107C108C109C110C111C112C113C114C115C116C117C118C119C120C121C122C123C124C125C126C127C128C129C130 DELTA18°24'44"27°57'54"26°59'16"0°39'38"73°53'38"78°36'15"78°28'21"26°53'06"31°00'53"20°34'22"113°35'01"2°22'52"29°21'58"29°32'36"29°14'08"23°03'27"80°20'16"51°30'45"87°07'52"180°00'00"92°52'08"180°00'00"128°29'15"180°00'00"180°00'00" LENGTH44.99'68.33'65.94'1.61'25.79'27.44'191.74'65.69'75.78'50.27'277.54'5.82'71.76'72.19'71.44'56.34'28.04'109.69'185.53'383.27'197.75'326.73'273.59'383.27'326.73' RADIUS140.00'140.00'140.00'140.00'20.00'20.00'140.00'140.00'140.00'140.00'140.00'140.00'140.00'140.00'140.00'140.00'20.00'122.00'122.00'122.00'122.00'104.00'122.00'122.00'104.00' Radials Table#R1R2R3R4R5R6R7R8R9R10R11R12R13R14R15R16
BearingS0° 07' 54"EN0° 07' 54"WS50° 00' 05"ES33° 06' 50"WN60° 38' 29"WN33° 06' 50"ES27° 12' 45"WS60° 15' 46"ES33° 06' 50"WS31° 30' 39"WS55° 32' 10"ES28° 06' 25"WS15° 55' 15"WS4° 39' 42"WN32° 12' 55"WS71° 53' 51"E Radials Table#R17R18R19R20R21R22R23R24R25R26R27R28R29R30R31R32 BearingS15° 37' 00"WS54° 17' 17"WS89° 42' 08"WN2° 45' 03"WS21° 05' 16"ES21° 37' 00"EN21° 37' 00"WN42° 58' 31"WS42° 42' 43"WS89° 52' 06"WN68° 23' 00"EN21° 37' 00"WN21° 37' 00"WN3° 16' 48"WN89° 33' 33"ES0° 06' 08"E Radials Table#R33R34R35R36R37R38R39R40R41R42R43R44R45R46 BearingS1° 02' 21"WS9° 59' 38"ES30° 56' 21"EN2° 24' 00"WN89° 33' 33"EN33° 06' 50"EN0° 00' 00"EN86° 59' 58"ES78° 36' 15"ES0° 00' 00"EN66° 32' 53"WS33° 06' 50"WN51° 38' 39"WS0° 07' 54"E PREPARED BY:324 S. SANTA FE, STE. AVISALIA, CA 93292TEL: 559.802.3052FAX: 559.802.3215www.4-creeks.com PREPARED BY:324 S. SANTA FE, STE. AVISALIA, CA 93292TEL: 559.802.3052FAX: 559.802.3215www.4-creeks.com N0° 02' 01"W 61.58'N89° 53' 31"E6.64'N0° 27' 04"W 5.36' N89° 33' 15"E 14.96'
N51° 31' 30"W (R)
NORTHDETAIL 'B'SCALE: 1"=1'
NORTHDETAIL 'A'SCALE: 1"=10'
N49° 23' 59"W (R)
N89° 42' 08"E (R)
N80° 15' 27"W (R)
NORTHDETAIL 'E'SCALE: 1"=2'
N56° 50' 47"E (R)
N68° 23' 00"E (R)
NORTHDETAIL 'F'SCALE: 1"=2'
NORTHDETAIL 'G'SCALE: 1"=2'N68° 23' 00"E (R)
N79° 55' 13"E (R)
NORTHDETAIL 'H'SCALE: 1"=20'
C44
C43C45
LOT 16
CURIE CIRCLELOT BC47
GALILEO COURTC66
C67
C70
C65LOT C
LOT 10
LOT C
LOT 9
C73
C74
C72
2' BWENEWTON COURT
NEWTON COURT2' BWE
C91
C92C90
LOT 41
LOT 40
C101
N38° 59' 52"E (R)
N38° 04' 25"E (R)
NORTHDETAIL 'I'SCALE: 1"=1'
C100
NORTHDETAIL 'J'SCALE: 1"=1'
N73° 53' 38"E (R)
N73° 14' 00"E (R)
C109
C110
N30° 01' 23"E (R)
N0° 50' 05"E (R)
N90° 00' 00"W 148.08'C108
C105LOT F
LOT 46
LOT A
C42
N0° 17' 52"W76.42'
N21° 37' 00"W57.48'
LOT D
LOT 1
C103C102
PARCEL 2, PARCEL MAP NO. 5425BK 55, PM, PG 33
ROEBEN RANCH29
FRANKLIN CIRCLE
FRANKLIN CIRCLE
NORTHDETAIL 'C'SCALE: 1"=10'N89° 42' 08"E (R)LOT 15
GALILEO COURT
LOT BN82° 10' 06"E (R)C51C50
N2° 44' 44"E (R)
90.356' PUE
2' BWE
NORTHDETAIL 'D'SCALE: 1"=10'LOT 14
R19C54C55
C56
C53N89° 26' 32"E (R)N87° 52' 22"E (R)GALILEO COURT
NORTHDETAIL 'K'SCALE: 1"=2'
N89° 33' 47" 206.61'
N75° 33' 05"W 180.31'
2' BWE
N68° 23' 00"E 121.60'
N56° 53' 10" 294.12''
TSM 5584
N0° 27' 04"E 221.81'
LOT J
LOT J LOT J
LOT J
LOT JC48
6' PUE
C69
LOT J
LOT J LOT J
20.00'8.09'N89° 53' 53"E 661.09'20.00'
S00° 00' 00"E8.16'S00° 00' 00"E
7A910' A PORTION OF THE SOUTH HALF OF THE NORTHWEST OF SECTION 3, TOWNSHIP 19 SOUTH, RANGE 24 EAST MOUNTDIABLO BASE AND MERIDIAN, IN THE CITY OF VISALIA, COUNTY OF TULARE, STATE OF CALIFORNIA BARR & WOOD RANCH - PHASE 1NOTES1.SEE SHEET 2 FOR EASEMENT AND AGREEMENTSTHAT AFFECT THE SUBJECT PROPERTY2.SEE SHEET 2 FOR LEGEND INFORMATIOND
36.50'7C7D
LOT 43
0.83'
LOT 42
N89° 53' 53"E 118.71'N89° 53' 53"E 107.90
N0° 14' 36"W 204.96'
0.7' CE
0.7' CE
0.7' CE
0.7' CE
0.7' CE
0.7' CE
0.7' CE
JACQUES ST.
N68° 23' 00"E 169.95'
CENTER COR. SEC. 3-19/24 FOUND BRASS DISC FLUSHIN CONCRETE STAMPED PLS 5695 (PER RM 37-12)
11.45'WHITENDALE AVENUE
EXISTING 42' IOD7B
N7° 12' 56"W (R)R46 C99
N0° 26' 27"W
0.7' CE
185.05'TO SW COR. PIQ 1748.48'
PROPOSED CENTERLINEEXISTING CENTERLINEN89° 52' 06"E
LOT 15
N0° 17' 52"W
50.48 C52
512.35'
LOT 55
8.16'