Loading...
HomeMy WebLinkAboutT-6051 - Map - 7/15/2014 FINAL MAP OF RECORD TITLE INTEREST STATEMENT: TRACT NO. 6051 SURVEYORS STATEMENT THE UNDERSIGNED, BEING ALL PARTIES HAVING ANY RECORD TITLE INTEREST IN THE LAND WITHIN THIS SUBDIVISION, HEREBY CONSENT TO THE PREPARATION AND RECORDATION OF THIS PHASE 3 OF VESTING TENTATIVE MAP NO. 5600 THE SURVEY FOR THIS MAP WAS MADE BY ME OR UNDER MY DIRECTION AND IS TRUE MAP AND OFFER FOR DEDICATION FOR PUBLIC USE THE PARCELS AND EASEMENTS SPECIFIED BEING A MERGER AND RESUBDIVISION OF PORTIONS OF LOTS 24 & 25 OF THE PLAT OF AND COMPLETE AS SHOWN. ON SAID MAP AS INTENDED FOR PUBLIC USE FOR THE PURPOSES SPECIFIED THEREIN. MUSCATEL ESTATE, RECORDED IN VOLUME 4 OF PLATS AT PAGE 67, F.C.R. AND THIS MAP WAS PREPARED BY ME OR UNDER MY DIRECTION AND IS BASED UPON A OUTLOT D OF TRACT NO. 5600 RECORDED IN VOLUME 80 OF PLATS AT PAGES 68 - 73, F.C.R. FIELD SURVEY IN CONFORMANCE WITH THE REQUIREMENTS OF THE SUBDIVISION MAP LENNAR FRESNO, INC., A CALIFORNIA CORPORATION AND OUTLOTS B, C & D OF TRACT NO. 5869 RECORDED IN VOLUME 81 OF PLATS AT ACT AND LOCAL ORDINANCE AT THE REQUEST OF LENNAR FRESNO, INC ON JUNE 20, PAGES 90 - 96, F.C.R. 2013. 1 HEREBY STATE THAT ALL THE MONUMENTS ARE OF THE CHARACTER AND OCCUPY THE POSITIONS INDICATED, OR THAT THEY WILL BE SET IN THOSE POSITIONS IN THE CITY OF FRESNO, FRESNO COUNTY, CALIFORNIA ON OR BEFORE ONE YEAR OF THE DATE THIS MAP IS RECORDED, OR ANY TIME BY: SURVEYED AND PLATTED IN JUNE 2013 BY YAMABE & HORN ENGINEERING, INC. LAND EXTENSION APPROVED BY THE CITY ENGINEER. THE MONUMENTS ARE, OR WILL BE, MIKE MILLER, VICE PRESIDENT CONSISTING OF THREE SHEETS, SHEET 1 OF 3 \o� DAV/o vC�,pL SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED, AND THAT THIS FINAL MAP SUBSTANTIALLY CONFORMS TO THE CONDITIONALLY APPROVED TENTATIVE MAP. 0 LEGAL DESCRIPTION: m REAL PROPERTY IN THE CITY OF FRESNO, COUNTY OF FRESNO, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: Exp. 12/31/15 No. 7923 ��� HARRY DAVID JAYNE, PLS 7923 DATE NOTARY ACKNOWLEDGMENT& OUTLOTS B, C AND D OF TRACT NO. 5869, ACCORDING TO THE MAP THEREOF RECORDED IN VOLUME 81 OF PLATS AT PAGES ATF OF CAO'c 90 THROUGH 96, FRESNO COUNTY RECORDS. STATE OF CALIFORNIA TOGETHERWITH OUTLOT D OF TRACT NO. 5600, ACCORDING TO THE MAP THEREOF RECORDED IN VOLUME 80 OF PLATS AT CITY ENGINEER'S STATEMENT COUNTY OF FRESNO PAGES 68 THROUGH 73, FRESNO COUNTY RECORDS. ON , 2014 BEFORE ME NOTARY PUBLIC, ALSO TOGETHERWITH THAT PORTION OF LOTS 24 AND 25 OF MUSCATEL ESTATE, ACCORDING TO THE MAP THEREOF RECORDED I HEREBY STATE THAT I HAVE EXAMINED THIS MAP, THAT THE SUBDIVISION SHOWN IS PERSONALLY APPEARED MIKE MILLER, WHO PROVED TO ME ON THE BASIS OF SATISFACTORY IN VOLUME 4 OF PLATS AT PAGE 67, FRESNO COUNTY RECORDS, DESCRIBED AS FOLLOWS: SUBSTANTIALLY THE SAME AS IT APPEARED ON THE APPROVED TENTATIVE MAP, AND EVIDENCE TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE WITHIN INSTRUMENT AND ANY APPROVED ALTERATIONS THEREOF. THAT ALL PROVISIONS OF THE SUBDIVISION ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME IN HIS AUTHORIZED CAPACITY AND THAT BEGINNING AT A POINT 892.6 FEET WEST AND 944 FEET NORTH OF THE SOUTHEAST CORNER OF SECTION 8, TOWNSHIP 13 MAP ACT AND LOCAL ORDINANCES APPLICABLE AT THE TIME OF APPROVAL OF THE BY HIS SIGNATURE ON THE INSTRUMENT THE PERSON, OR THE ENTITY UPON BEHALF OF WHICH SOUTH, RANGE 19 EAST, MOUNT DIABLO BASE AND MERIDIAN; THENCE NORTH, 914 FEET; THENCE WEST PARALLEL TO THE TENTATIVE MAP HAVE BEEN COMPLIED WITH. THE PERSON ACTED, EXECUTED THE INSTRUMENT. SOUTH LINE OF SAID LOT 24, 431.34 FEET TO THE WEST LINE OF SAID LOT 24; THENCE SOUTH ALONG SAID WEST LINE AND THE WEST LINE OF SAID LOT 25, 914 FEET TO A POINT; THENCE EAST, 431.3 FEET TO THE POINT OF BEGINNING. I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF CALIFORNIA THAT THE FOREGOING PARAGRAPH IS TRUE AND CORRECT. WITNESS MY HAND. SCOTT L. MOZIER, PE 54417, CITY ENGINEER DATE THIS PROPERTY IS SUBJECT TO THE FOLLOWING LICENSE EXPIRES 12/31/2015 1. PROPERTY LIES WITHIN THE BOUNDARIES OF THE FRESNO IRRIGATION DISTRICT, AND IS SUBJECT TO ASSESSMENTS AND PRINT NAME SIGNATURE FEES APPLICABLE. MY COMMISSION EXPIRES: COUNTY OF: 2. PROPERTY LIES WITHIN THE BOUNDARIES OF THE FRESNO COMMUNITY FACILITIES DISTRICT NO. 11, AND IS SUBJECT TO ALL ASSESSMENTS AND FEES IF APPLICABLE. CONSULTING LAND SURVEYOR'S STATEMENT COMMISSION NUMBER: 3. SAID LAND LIES WITHIN THE BOUNDARIES OF THE FRESNO METROPOLITAN FLOOD CONTROL DISTRICTS MAP IDENTIFYING "AREAS SUBJECT TO PAYMENT OF DRAINAGE FEES AND/OR REQUIREMENTS TO CONSTRUCT PLANNED LOCAL I HEREBY STATE THAT I HAVE EXAMINED THIS MAP AND THAT I AM SATISFIED THAT DRAINAGE FACILITIES" RECORDED JULY 31, 1995 AS DOCUMENT NO. 95092128, OFFICIAL RECORDS FRESNO COUNTY. THE MAP IS TECHNICALLY CORRECT. 4. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT ACTING FOR THE CITY OF FRESNO ACKNOWLEDGING RIGHT-TO-FARM LAW FOR FINAL MAP OF TRACT NO. 5600" RECORDED JUNE 12, 2008 AS DOCUMENT NO. BLAIR, CHURCH & FLYNN CONSULTING ENGINEERS 2008-0085137, OFFICIAL RECORDS FRESNO COUNTY. 451 CLOVIS AVENUE, SUITE 200, CLOVIS, CA 93612 VICINITY MAP. 5. STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT FOR RIGHT TO FARM FOR THE BARSTO W-GRAN TLAND NO. 3 REORGANIZATION RECORDED MAY 7, 2008 AS DOCUMENT NO. 2008-0067011, OFFICIAL RECORDS FRESNO COUNTY. BY. 6. STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT FOR MAINTENANCE OF CERTAIN IMPROVEMENTS FOR THE FINAL MAP OF RANDELL SCOTT WEST, LS 8663 DATE TRACT NO. 5600 RECORDED JUNE 12, 2008 AS DOCUMENT NO. 2008-0085130, OFFICIAL RECORDS FRESNO COUNTY. LICENSE EXPIRES 12/31/2015 WEST BARSTOW AVENUE 7. STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT FOR TEMPORARY ON-SITE STREET FACILITIES FOR THE FINAL MAP OF TRACT NO. 5600 RECORDED JUNE 12, 2008 AS DOCUMENT NO. 2008-0085134, OFFICIAL RECORDS FRESNO COUNTY. WEST PLANNING COMMISSION CERTIFICATE U-, SAN RAMON :D 8. SUBDIVISION AGREEMENT FINAL MAP OF TRACT NO. 5869, PHASE 2 OF VESTING TENTATIVE MAP NO. 5600 RECORDED APRIL 28, w SAN WESTRAMON AVENUE z 2011 AS DOCUMENT NO. 2011-0057500, OFFICIAL RECORDS FRESNO COUNTY. Q AVENUE ¢ I HEREBY CERTIFY THAT I HAVE EXAMINED THIS MAP, THAT THE SUBDIVISION SHOWN r� A MODIFICATION TO THE AGREEMENT RECORDED JUNE 21, 2012 AS DOCUMENT N0. 2012-0086546, OFFICIAL RECORDS FRESNO CONFORMS TO AND IS IN COMPLIANCE WITH THE APPROVED TENTATIVE MAP AND THE Q COUNTY. REQUIREMENTS IMPOSED BY THE FRESNO CITY PLANNING COMMISSION AS A CONDITION Li 9. STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT FOR MAINTENANCE OF CERTAIN IMPROVEMENTS FOR THE FINAL MAP OF TO THE ACCEPTANCE OF THE FINAL MAP. TRACT NO. 5869 PHASE 2 OF VESTING TENTATIVE MAP NO. 5600 RECORDED APRIL 28 2011 AS DOCUMENT NO. 2011-0057501 = o OFFICIAL RECORDS FRESNO COUNTY. z10. o 10. STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT FOR TEMPORARY ON-SITE STREET FACILITIES FOR THE FINAL MAP OF z NTS TRACT NO. 5869, PHASE 2 OF VESTING TENTATIVE MAP NO. 5600 RECORDED APRIL 28, 2011 AS DOCUMENT NO. 2011-0057505, JENNIFER CLARK DATE LOCATION OFFICIAL RECORDS FRESNO COUNTY. SECRETARY OF THE FRESNO CITY PLANNING COMMISSION 11. A SUBDIVISION AGREEMENT FOR THE FINAL MAP OF TRACT NO. 6051, PHASE 3 OF VESTING TENTATIVE MAP NO. 5600 WEST SHAW AVENUE RECORDED , 2014 AS DOCUMENT NO. 2014- , OFFICIAL RECORDS FRESNO COUNTY. 12. A STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT FOR THE MAINTENANCE OF CERTAIN IMPROVEMENTS FOR THE FINAL CITY CLERK'S CERTIFICATE MAP OF TRACT NO. 6051, PHASE 3 OF VESTING TENTATIVE MAP NO. 5600, RECORDED 2014 AS DOCUMENT NO. 2014- OFFICIAL RECORDS FRESNO COUNTY. I HEREBY CERTIFY THAT THE COUNCIL OF THE CITY OF FRESNO, BY 13. A STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT DEFERRING CERTAIN SEWER CONNECTION CHARGES, WATER CONNECTION CHARGES, URBAN GROWTH MANAGEMENT FEES, CITY-WIDE FEES AND DEVELOPMENT FEES TO THE TIME OF ISSUANCE RESOLUTION NO. ADOPTED ON OF CERTIFICATE OF OCCUPANCY AND CREATION OF LIEN FOR THE FINAL MAP OF TRACT NO. 6051, PHASE 3 OF VESTING TENTATIVE APPROVED THE WITHIN MAP AND ACCEPTED ON BEHALF OF THE PUBLIC ALL PARCELS RECORDERM CERTIFICATE MAP NO. 5600, RECORDED 2014 AS DOCUMENT NO. 2014- OFFICIAL RECORDS OF LAND AND EASEMENTS OFFERED FOR DEDICATION FOR PUBLIC USE IN CONFORMITY FRESNO COUNTY. WITH THE TERMS OF THE OFFER OF DEDICATION, AND APPROVED THE ABANDONMENT DOCUMENT NO. FEE $ 9.00 14. A STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT FOR TEMPORARY STORM DRAINAGE FACILITIES FOR THE FINAL MAP OF THOSE PUBLIC STREETS AND/OR PUBLIC EASEMENTS NOT SHOWN ON THE MAP AND NOTED AS ABANDONED BY THE FILING OF THE MAP. OF TRACT NO. 6051, PHASE 3 OF VESTING TENTATIVE MAP NO. 5600, RECORDED 2014 AS DOCUMENT NO. FILED THIS DAY OF 2014, AT _M. 2014- OFFICIAL RECORDS FRESNO COUNTY. YVONNE SPENCE, CMC CITY CLERK IN VOLUME OF PLATS, AT PAGES AT THE REQUEST OF NORTH AMERICAN TITLE COMPANY BY. FRESNO COUNTY RECORDS DEPUTY DATE PAUL DICTOS, C.P.A., RECORDER I i B Y: DEPUTY YAMABE & HORN ENGINEERING, INC. 2985 N. BURL AVE. SUITE 101 TEL (559) 244-3123 FRESNO, CA 93727 FAX (559) 244-3120 F:\2012\12-273\dwg\Maps\Final Map\12-273_01—FM.dwg LEGEND FINAL MAP OF 0 MONUMENT FOUND & ACCEPTED 3/4" IRON PIPE DOWN 6" TAGGED LS 7923 UNLESS OTHERWISE NOTED CR CORNER RECORD ON FILE WITH THE FRESNO COUNTY SURVEYOR OO SET 3/4" X 30" IRON PIPE UP 4" IN 6" DIAMETER X 30" P.C.C. MONUMENT, DOWN 6" TAGGED LS 7923 O.R.F.C. OFFICIAL RECORDS FRESNO COUNTY TRACT NO. 6051 R1 ( ) RECORD DATA PER FINAL MAP OF TRACT NO. 5600 RECORDED IN VOL. 80 OF PLATS AT PGS. 68-73, F.C.R. F.C.R. FRESNO COUNTY RECORDS PHASE 3 OF VESTING TENTATIVE MAP NO. 5600 R2 ( ) RECORD DATA PER FINAL MAP OF TRACT NO. 5869 RECORDED IN VOL. 81 OF PLATS AT PGS. 90-96, F.C.R. CFR CALCULATED FROM RECORD DATA BEING A MERGER AND RESUBDIVISION OF PORTIONS OF LOTS 24 & 25 OF THE PLAT OF R3 ( ) RECORD DATA PER RECORD OF SURVEY RECORDED IN BK. 10 OF RECORD OF SURVEYS AT PG. 33, F.C.R. FCBCM FRESNO COUNTY BRASS CAP MONUMENT MUSCATEL ESTATE, RECORDED IN VOLUME 4 OF PLATS AT PAGE 67, F.C.R. AND OUTLOT D OF TRACT NO. 5600 RECORDED IN VOLUME 80 OF PLATS AT PAGES 68 - 73, F.C.R. SECTION LINE AND OUTLOTS B, C & D OF TRACT NO. 5869 RECORDED IN VOLUME 81 OF PLATS AT PAGES 90 - 96, F.C.R. EXISTING PROPERTY LINE BASIS OF BEARINGS: IN THE CITY OF FRESNO, FRESNO COUNTY, CALIFORNIA THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 8, SURVEYED AND PLATTED IN JUNE 2013 BY YAMABE & HORN ENGINEERING, INC. - - - - - - EASEMENT LINE CONSISTING OF THREE SHEETS, SHEET 2 OF 3 TOWNSHIP 13 SOUTH, RANGE 19 EAST, MOUNT DIABLO BASE BLUE BORDER INDICATES LIMITS OF SUBDIVISION AND MERIDIAN, AS SHOWN ON THE MAP OF TRACT NO. 5600, BOUNDARY ANALYSIS RECORDED IN VOLUME 80 OF PLATS AT PAGES 68 THROUGH 73, • • • • • • • • • • INDICATES EXTENSION OF LINE TO DIMENSION POINT AS SHOWN FRESNO COUNTY RECORDS. TAKEN TO BE NORTH 00'25'00" EAST. z ww of w 1 I AS z�> 2 �5 CENTER 1/4 CORNER EAST 1/4 CORNER - - zQ CENTER /4 CO 9 SECTION 8-13/19 WEST SAN CARLOS AVENUE L3 �2 FOUND 3 4" IP FLUSHma FOUND 3/4" IP DOWN 9" TAGGED CE 26996 L5 G� N 1� 16 TAGGED LS 5510 WEST BARSTOW AVENUE �6 -� PER CR 8152 PER CR 8099 N89_53 52 E 2648.81 R�N89'53 52 E 2648.81 ) - - - - - - - - - S89'51 33 E 250.00 _ -' OUTLOT D R1()w co- R1(S89'51'33"E 250.00')rD -� -� 5Z zco19* . (,o oo N89'58'46"E 431.45' R1(N89'58'43"E 431.46') 1 � - 1 W t N I _T F_ 7- 1 -7 T_ I I �- "-30 R3(30) � mom �C . v = ooI �`_ . ► / « « 13 0Z. 0 I o DETAIL A 1 z C14 U) SCALE: 1" = 100' I� I I� I 1� Epp �5 l� oo 0) 5 P L8 0 50 100 d NO•pF QLF GR• - WEST . SRP 8p AVENUE C'4 5a SAN W _ G - - VN`�5 6a� - - �,� L10 0 pp�� I- P R o T ' l NO. FP _ I III"co �,: z OUTLOT A I . - I o N o�I N R1 ( ) X23 X24� o,Y o Col o' m o Lo- _ N o� 00 5$6g 6, d r o of -g `-� �- 0 _ I RPG vME PG�sI 1 I0) I I I -T- p0� N ZW NIo P�P�c'F G OUTLOT D RIO z cc�V - I v 431.46 R1(431.46 ) �- 862.89' R1(862.89 ) _ o N89'58'43"E 1324.35' R1(N89'58'43"E 1324.35') L11 z W ori 1 1 WEST SAN JOSE I � o - I N I J- w Lo cn IN � z '56'36" 655.56')� N N N �o O•m W o 0w C, m T oo pG. OUTLOT D R2O oo I W ? 5p6 -14 m - co G p RF 2`� W N" 5 I O d IN TA tipp OUTLOT A I N N w I m z LINE BLE Q NO �F G' Lm I0 o M v> W MEASURED RECORD G p• .. » R2 ( ) o m I SEE DETAIL A Q C� I IvO ' SEE DETAIL B _ u z d- m LINE BEARING DISTANCE BEARING DISTANCE THIS SHEET N THIS SHEET Q L1 N00 24 53 E 39.36 R1 N00 24 53 E R1 39.36, o 000 C) L2 N00'24'53"E 44.08' R1 N00'24'53"E R1 44.08' L `n � 0i L3 R1 96.55' OUTLOT D R2( ) -� �J z S80 33 55 E 96.55 R1 S80 33 55 E � AVENUE L4 N89'59'20'E 6.21' R1 N89'59'20"E R1 6.21' z 662.16 R1(662.16) N Q I WEST SAN JOSE 0,- - -� _ L5 N89'59'20"E 34.27' R1 N8959'20"E R1 34.26' o / - 324.32 R1(1324.32) 7.? 10NO w w »� \ t w , L6 N44'59 20 E 17.46 R2 N44'59 20 E R2 17.461;1 N89'56 36 E 2648.6a0 � R1(N89'56 36 E 2648.64) 0 Z =z R2(N89'56 36 E 655.56) L7 N45'03'24"W 15.46' R2 N45'03'24"W R2(15.46') z NW CORNER PARCEL 2 d' w Q I �--_� N89'56 36 E 655.56p » PARCEL MAP NO. 7294 N w I N cc �o �� - - - - - - - - - - L8 N89 56 36 E 34.05 R2 N89'56 36 E R2(34.05') 3/4" IRON PIPE DOWN 6" NE CORNER PARCELo ;,� 0 zQ �' L9 N0024'48"E 50.00' R2 N00'24'48"E R2 50.00'CFR 1 1 PARCEL MAP N0. 7294 ro o I Lo L10 N8956'36"E 54.76' R2 N8956'36"E R2(54.76') P.C.C. MONUMENT r7 z d- � ? _ TAGGED LS 7923 PER R2( ) :� � L16 L11 N89'56'36"E 53.28' R2 N89'56'36"E R2(53.28' 00 O L12 N00 24'48"E 50.00' R2 N00 24'48"E R2 50.00'CFR z SCALE. 1" = 200' _oo o. - °No N Q 0 o L13 N00'24'48"E 59.85' R2 N00'24'48"E R2(59.85') i I I c6 000 �t I"� rn z 4 � L14 N44'58'23"E 17.46' R2 N44'58'23"E R2(17.46 )to 00 n 010 , ao ,� 0 100' 200' 400' N 0; N �1p��56 w n OUTLOT D R2O L15 N00'00'40"W 13.66' R2 N00'00'40"W R2(13.66') O• G• m_w NO• F G � L16 N89'56'36"E 5.55' R2 N89'56'36"E R2(5.55') ^000� 'Doc­ NpRF � w o 431.43' R1(431.43') o �� �' 'Doc. oR �t� RADIAL TABLE 0 N89'59'02"E 1294.29' R1 N89'59'02"E 1294.29' Lo O N d- r- ( ) / 0) N O N MEASURED RECORD ' G ooI � ,� �5 25 �� R, N 6 6 0 v Z RADIA BEARING BEARING 1 E� G p6 F G 1 N Z it R1 S84'28'19"E R1 N84'28'18"W RG g, P � o �0 ES 1, d M Z w ?G- CURVE rn N89'56'36"E 662.16' , CURVE TABLE 1WO G• N oR of Pis P --30' R3(30') R1(S89 56 36 W 662.16')0 LP P MEASURED RECORD �t P pF I CURVE RADIUS LENGTH DELTA RADIUS LENGTH DELTA I I I .04 ZI �0�-' (o Cl 50.00 90.00 103'07 57 R1 50.00 R1 90.00 R1 103'07 56 30' R3(30') 0' I C2 45.00' 14.66' 18'40'18" R1 45.00' R1 14.66' R1 18'40'18" 1 L - ` �/ 1294.24' R1(1294.24') - - / YAMABE & HORN - 1324.24' R1(1324.24) SOUTHEAST CORNER DETAIL B ENGINEERING, INC. N8959'20"E 2648.48' R1(N89'59'20"E 2648.48') SECTION 8-13/19 SCALE. 1" = 50' SOUTH 1/4 CORNER POSITION FALLS ON SECTION 8-13/19 WEST SHAW AVENUE MANHOLE LID 2985 N. BURL AVE. FOUND FCBCM IN HANDWELL RE-ESTABLISHED FROM 0 25 50 SUITE 101 TEL (559) 244-3123 PER R1( ) TIES PER CR 6965 FRESNO, CA 93727 FAX (559) 244-3120 F.\2012\12-273\dwg\Maps\Final Map\12-273_02-FM.dwg =z TRACT NO. 5600 R1( ) FINAL MAP OF I.W W OUTLOT A R1( ) pW Z125' 251' ►��J 25' 25' '�j , I CD z 25 I I I �\� (p 25 25 � - Z U 10 II I � O � � _� w WEST SAN CARLOS AVENUE Q Q Q I �o F- > ,' I I SET 6" DIAMETER X 12" 6 � Q Q ccZ ic) R1(N89 59 20 E 253.27) in a I � OQ ¢ `y N89'59'20"E 253.27' `� � �'� L3 � I CONCRETE COLLAR 4" DOWN TRA T NO 051 Z� - '(° ON EXISTING MONUMENT 0 i " 128.30 ,fAlPHASE 3 OF VESTING TEN TA TI VE MAP NO. 560 \ 0 0 f o� S89 51 33 E I 250.00 N C G 1 PE N N , „� ' 6 -� R1 1 33 E 50.00 � BEING A MER D RESUBDIVISION OF PORTIONS OF LOTS 24 & 25 OF THE PLAT OF � 40.48 � � tet• � (S89 5 I I 2 )-�. 1_c4 sR 10 PPUE N 125.00' �I 6 125.00' - I MUSCATEL ESTATE, RECORDED IN VOLUME 4 OF PLATS AT PAGE 67, F.C.R. AND �o 0 1 � C6 C5 33 w 100.00' 4 L44• 100.00' OUTLOT D OF TRACT N0. 5600 RECORDED IN VOLUME 80 OF PLATS AT PAGES 68 - 73, F.C.R. 1o,88s SQ.FT.' , 1 1 PE 1 PE _ AND OUTLOTS B C & D OF TRACT NO. 5869 RECORDED IN VOLUME 81 OF PLATS AT �o �,`� I �' 34 �sF` 10' PPUE fr�-) 31 ' PAGES 90 - 96, F.C.R. p� I I � pp .s ] N N 00 35 O C6 8,656 SQ.FT. v 32„ , °, O o / ' 6.351 SQ.FT IN THE CITY OF FRESNO, FRESNO COUNTY, CALIFORNIA SET 6 DIAMETER X 12 o 6,424 SQ.FT •- •s z S,004 sQ.FT I W I S8935 07'E CONCRETE COLLAR 4" DOWN I Z N 1 �" N89'56'36"E 327.25' -�. 25' 25' SURVEYED AND PLATTED IN JUNE 2013 BY YAMABE & HORN ENGINEERING, INC. ON EXISTING MONUMENT I w 00 65.00 130.00 L25 100.00 0 I 100.00' CONSISTING OF THREE SHEETS, SHEET 3 OF 3 L1 Q �r `^° 65.00' 60.00' 60.00' 60.00' 82.25' co 0�----10 PPUE 0 ti I N 1 c0 ^ 30 N 36 3 3 I ►� 0 LEGEND a p 16,440 SQ.FT N d- " 3 c0I 6,320 SQ.FT c0 O O o 0 0 � 00' N 0 d• 0 40 N S89'35'07"E • MONUMENT FOUND & ACCEPTED 3/4" IRON PIPE DOWN 6" TAGGED LS 7923 UNLESS OTHERWISE NOTED Z I W I Z o p o N o 8,019 SQ.FT. W �I �j�o �j� �j�` �j'�J = °' o z 37 38 0 0 ►� o 100.00' „ > Z h I I I I �- co o 0 0 0 o L60 I 0° SET 314" X 30 IRON PIPE UP 4 IN 6 DIAMETER X 30 P.C.C. MONUMENT, DOWN 6 TAGGED LS 7923 Q Q w I a: 6,000 SO.FT.z 6,000 SQ.FT.z 39 o L59 > I O I--10'O 0' PPUE 6,000 SQ.FT.Z L58 1 I 29 0 '�� 1 Q 25' Z 1 �- 285.14' 1' PE R1 ( ) RECORD DATA PER FINAL MAP OF TRACT NO. 5600 RECORDED IN VOL. 80 OF PLATS AT PGS. 68-73, F.C.R. I ' Q W I I _ - - - - - - -� - � - - - 54.07 -' - -E 766--or �1.�7 �`L � S6,100S TT. o - F.C.R. Q� LS 251.08' �' R2 ( ) RECORD DATA PER FINAL MAP OF TRACT NO. 5869 RECORDED IN VOL. 81 OF PLATS AT PGS. 90 96, F C = I = Q N - - - N - L24 I��L20 - l N - I 100.00' 0 R3 ( ) RECORD DATA PER RECORD OF SURVEY RECORDED IN BK. 10 OF RECORD OF SURVEYS AT PG. 33, F.C.R. q c0 Q I N8956 36 E 306.44 o WEST SAN BRUNO AVENUE L 7 N N _ 28 0 cp`b O Q N - - - - - - - - - - - - - - N _ L10 -� ' 251.50 c`� EASEMENT PREVIOUSLY DEDICATED FOR PUBLIC STREET PURPOSES BY THE FINAL MAP OF TRACT N0. 5600 R1( ). Z Z I -�- - - - -�_ - - J7- - - 62.92' -�.QQ - x•44 X3,40- 54.34 I 6,100 SQ.FT. co I -� 25' � 1�� � `- 306.26' 1' PE �' S89 35 07 E 0 10'j 10' PPUE L55 1 I 100.00' Q EASEMENT PREVIOUSLY DEDICATED FOR PUBLIC STREET PURPOSES BY THE FINAL MAP OF TRACT NO. 5869 R2( ). 0 o L56 `L 1 o o 6,296 SQ.FT. O o 0 0 O L57 6 27 0 PREVIOUSLY DEDICATED FOR PEDESTRIAN EASEMENT PURPOSESHE FINAL MAP OF TRACT NO. 5600 R1( ). O� co I O '� �, "� 0 O 0 0 0 0 0 0 0 0 41 s 100 SO.FT.�� `l� �`L �`L �`L o 00 0 !- 44 0 43 42 0 8.222 SQ.FT. ' O O 6,300 SQ.FT. I S89'35'07"€ PREVIOUSLY DEDICATED FOR PEDESTRIAN EASEMENT PURPOSES BY THE FINAL MAP OF TRACT N0. 5869 R2( ). N N p0 6,300 SQ.FT.N 6,300 SQ.FT. O N N89'56'36"E 335.46' 4. � oI eq I 100.00' � PREVIOUSLY DEDICATED FOR PLANTING & PUBLIC UTILITY EASEMENT PURPOSES BY THE FINAL MAP OF . =o- d: 0 0 0 TRACT NO. 5600 R1( ). 63.00 63.00 63.00 63.00 3 83.46 3t I N 26 0 0 0 0 N oI00 6,100 SQ.FT. co � PREVIOUSLY DEDICATED FOR PLANTING & PUBLIC UTILITY EASEMENT PURPOSES BY THE FINAL MAP OF o d N 0 4 -C) 0 N 10' PPUE o o cN o o �,� 0 o S89 35 07 E U G TRACT NO. 5869 R2( ). l o o o N`� '�� '�� �� N z o O 0 47 0 0 0 0 0 0 50 N O I 100.00' o 1 0 46 z O 48 z 49 z 0 8,227 sa N � 0 0)rn I CR CORNER RECORD ON FILE WITH THE FRESNO COUNTY SURVEYOR OUTLOT A R2( ) I I I I I 6,300 sQ.FTZ 6,300 SQ.FT. 6,300 SQ.FT. I N 001 0 °' rn 25' 1 1,016, 304 SQ.FT. 1 °p 25 ,i n rn 25'125' I\ 1� � 322.22'` 1' PE 3 6,100 SQ.FT. � 0 rn rn O.R.F.C. OFFICIAL RECORDS FRESNO COUNTY 63.08 630 tk "� S89'35 07 E w � nZF.C.R. FRESNO COUNTY RECORDS 640.oo WEST SAN JOSE AVENUE L22 �-/ 268.95 -� I 100.oo250.00' R2 250.00' N 390.00' 1' 10 PPUEN89'56' 6"E 306.45' N ' 0 4 (3( ) ,� - " - - " V o N o CFR CALCULATED FROM RECORD DATA 1' p N89'S636 E 693.09 R2(N89'56 36 E 693.09) 3.09 56.44 � 250.01 � 24 0 r1' Q N 655.56' R2(655.56') Q L23 L�6 ��j'/ ,�� N 174.48' N S' d 6,100 SQ.FT. (0 O FCBCM FRESNO COUNTY BRASS CAP MONUMENT Q �� 15-61.97' 61.80- 61.80' _61.80_ _61.80_ _61.80' -61.80° -61.80' - -61.80' 61.80- 55.75' _ 86 7 _ 87.51- `� S89'35'07"E - - SECTION LINE 125' 118 L16 0' 0 L49 L52 T 10' PPUEJ� 1 >I I 100.00' 4.45' t 010' � 0 �'-' _ _ LO, 0 L50 L53 d- 51 OI 0 � EXISTING PROPERTY LINE PPUE 0 � o d- o d o o d' o v- 0 �t o It 0 o L51 N nI L54 60 00 {� '� O 23 0 °' N O N O N O N O N N O N O N O N O / N M 6,804 SQ.FT. co � p d- O 11 6,635 SQ.FT. `"I cv 10 V) 0 ►� o n o n o n O '� o o o O N ,� I f J `0 6,100 SQ.FT. c0 EASEMENT LINE - - - - - - LL: r\ 1 0 0 2 0 0 3 0 0 4 0 0 5 0 6 0 0 7 0 0 8 0 0 9 o 0 10 ;,� 6,676 SQ.F`T 5 25 "� 100.00 100.00 1 PE „ ON 6,969 SQ.FT.o o O o 0 O o 0 o O r� S89'35 07 E Z 6,180 SQ.FT.Z 6,180 SQ.FT.Z 6,180 SQ.FT.Z 6,180 SQ.FT.Z 6,180 SQ.FT.N 6,180 SQ.FT.Z 6,180 SQ.FT.Z 6,180 SQ.FT.Z 6,1s0 SQ.FT• 10 -, N89'35'07"W 200.00' �`' BLUE BORDER INDICATES LIMITS OF SUBDIVISION Z w _ " Z 100.00 C5 PPUE _ ,.. o - _ 9.39 61.80 61.80 61.80. ��61.80' 61.80: „61_.80' 61.80' 61.80' 61.80' QQ' 59 52 I Q 0I 22 0 d INDICATES EXTENSION OF LINE TO DIMENSION POINT AS SHOWN N89 56 36 E 662.16 R1 N89 56 36 E 662.16 - L28 d' _ o ( ) N 6,300 SQ.FT N c0 6,300 SQ.FT I I / 1 I r7 �I 6,100 SQ.FT. co z o PARCEL 2 Z 100.00' 100.00' I p S89'35'07"E 0) NW CORNER PARCEL 2 PARCEL MAP N0. 7294 I 10' N8935'07"W w 200.00' ' PARCEL MAP N0. 7294 BK.49, PG.17,F.C.R. �• Z 100.00 PUE I " r 00 0 d Z 3/4" IRON PIPE DOWN 6" �I 0 `0 0 o d• 4 o P.C.C. MONUMENT LINE TABLE LINE TABLE or o � � 58 d- � 53 ,� rn N 21 d '__N v) � W � c0I 6,300 SQ.FT. 0 c0 6,300 SQ.FT. I N n c0� 6,100 SQ.FT. c0 o TAGGED LS 7923 PER R2( ) LINE DIRECTION DISTANCE LINE DIRECTION DISTANCE N N z I " o �� Z 100.00 100.00 S89'35 07 E LINE TABLE L25 S89'56'36"W 32.25' L48 N62'57'14"E 33.38' °N°(0I°�0 IQ N89'35'07"W 200.00' I 100.00' THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES 10 PPUE 0 10 PPUE 01 0 ' ' " ' NQ = W o O p ' NOW OFFERED FOR DEDICATION FOR PUBLIC STREET EASEMENT PURPOSES LINE TABLE RECORD L26 N89-56'36"E 18.36 L49 N52'27 44 E 6.42 w N� Z r� 57 Ci 54 I ff:. 20 T ^dam- Oi w OI 6,300 SQ.FT. t0 6,300 SQ.FT. O 6,100 SQ.FT. m LINE DIRECTION DISTANCE BEARING DISTANCE L27 S44'49 15 E 17.27 L50 NO'24 53 E 9.16 �I Z W 100.00' 100.00' I ' S89'35'07"E PPUE PLANTING & PUBLIC UTILITY EASEMENT NOW OFFERED FOR DEDICATION FOR PUBLIC USE L1 N024'53"E 39.36' R1(N0024'53"E) R1(39.36') L28 N89'56'36"E 31.43' L51 N51'45'06"W 7.44' 00 CN oI C� t-1, PE 200.00' JFT )l V PE 100.00' L2 N 4'53"E 44.08' R1 N00 24'53"E R1 44.08' L29 N89'59'02"E 18.93' L52 S51'45'06"E 6.75' I 25' 25' � 19 56 0 55 6,659 SQ.FT. 0 PE PEDESTRIAN EASEMENT NOW OFFERED FOR DEDICATION FOR PUBLIC USE 0 2 ( ) ( ) 6,659 SQ.FT tr I 10 PPUE N 6,584 S / I U) 10' PPUE r< L3 S80'33'55'E 96.55' R1(S80'33'55"E) R1(96.55') L30 N0724'53"E 25.00' L53 SO'24'53"W 9.17' 00 1 I 1 CO -- 25'25'• o� , 87 51 � ffT5�' OUTLOT A LANDSCAPE EASEMENT NOW OFFERED FOR DEDICATION FOR PUBLIC USE „ , » , „ a 87.50 L6 N44 59 20E 17.46 R2(N44'59 20 E) R2(17.46) L31 N44'48 02 W 17.61 L54 S52'33 47 W 7.44 � 29 v 175.01' ' '�" PO � 'I L7 N45'03'24"W 15.46' R2(N45'03'24"W) R2(15.46') L32 N45'10'45"E 17.73' L55 N37'53'46"W 7.44' i 56.43' - N 250.01' - �� N 125.00' � N' � WEST SCOTT AVENUE N89'59'02"E 431.44' � - , L8 N89'56'36"E 34.05' R2(N89'56'36"E) R2(34.05') L33 S44'48'58"E 17.27' L56 S89'56'36"W 9.16' -�`t `�- `�' 431.43' N/ - SCALE. 1 = 80 N 10x8 -6�QQ -6000 6Q,.OQ 6:00 60.00 -60.75 L10 N89'56'36"E 54.76' R2 N89'56'36"E R2 54.76 L34 S45'10'45"W 17.75' L57 S37'53'46"W 6.42' O ( ) ( ) z , 1' PE 0 40' 80' 160' o 0 0 3 0 10 3 0 0 0 L11 N89'56'36"E 53.28' R2 N89'56'36"E R2 53.28' L35 S44'49'15"E 17.60' L58 N37'48'48"E 7.44' 0 0 o PPUE= O o 00 0 0 ( ) ( ) o0 0 0o ao 00 00 0 00 Ln o -n o Ln o � o �n o � 0 0 L14 N44'58'23"E 17.46' R2(N44'58'23"E) R2(17.46) L36 S45'11'58"W 17.74' L59 N89'56'36"E 9.17' •- 12 0 13 0 14 0 15 0 0 16 0 0 17 0 18 0 NOTE 7,106 SQ.FT. O 6,000 SQ.FT O 6,000 SQ.FT:O 6,000 SQ.FT O 6,000 SQ.FT 6,000 SQ.FT.O 6,038 SQ.FT. L15 NO'00'40"W 13.66' R2(No0'00'40"W) R2(13.66') L37 S44'48'02"E 17.61' L60 S37'55'02"E 6.75' z z z z z z 1. OUTLOT A IS FOR AGGREGATE OPEN SPACE, LANDSCAPING AND RECREATIONAL PURPOSES. L16 N89'56'36"E 5.55' R2(N89756'36"E) R2(5.55') L38 N45'10'45"E 17.73' 71.43' 60.00' 60.00' 60.00' 60.00' 60.00' ' ° ° 2. SET 3/4" x 30" IRON PIPE DOWN 6" TAGGED LS 7923 OR BRASS TAG STAMPED LS 7923 FLUSH WITH L17 S0724'44"W 74.00' R1(N00'24'44"E) R2(74.00') L39 N0724'53"E 25.00' N89'59'02"E 431.43' R1(N89'S9'02" 431.43') CONCRETE SURFACE AT ALL LOT CORNERS, ANGLE POINT OR POINTS OF CURVATURE UNLESS OTHERWISE NOTED. L18 S89'56'36"W 25.00' R2(N89'56'36"E) R2(25.00'CFR) L40 N45'11'49"E 17.74' I DOC. NO. 1999-0061433, O.R.F.C. 3. BASIS OF BEARINGS SEE SHEET 2. L19 NO'00'40"W 51.00' R2(N00'00'40"W) R2(51.00') L41 N0724'48"E 25.00' L20 NO 24'48"E 25.00' R2(No0'24'48"E) R2(25.Oo'CFR) L42 N024'48"E 25.00' CU TABLE MEASUHLU RECORD L21 SO 24'48"W 25.00' R2(No0'24'48"E) R2(25.00') L43 S89'51'33"E 25.00' RADIAL TABLECURVE YAMABE & HORN MEASURED RECORD Cl 50.00' 103'07'57' 90.00' R1 50.00 R1 103'07 56 R1 90.001?4 L22 N0724'48"E 25.00' R2(N00'24'48"E) R2(25.00') L44 S89'51'33"E 25.00' RADIAL BEARING BEARING C2 45.00' 18'40'18" 14.66' R1(45.00') R1(18'40'18") R1(14.66') ENGINEERING INC. L23 NO'24'48"E 25.00' R2(N00 24'48"E) R2(25.00') L45 N00'00'40"W 25.00' R1 N8428'19"W R1 N84'28'18"W C3 50.00' 53 29'15" 46.68' R2 S30'59'04"E I C4 50.00' 49'38'42" 43.32' L24 N89'56'36"E 69.78' R2(N89'56'36"E) R2(69.78) L46 NOo'00'40"W 25.00' R3 N15'40'40"E 2985 N. BURL AVE. C5 45.00' 2'58'58" 2.34' SUITE 101 TEL (559) 244-3123 L47 N89'56'36"E 14.83' C6 45.00' 15'41'20" 12.32' FRESNO, CA 93727 FAX (559) 244-3120 F:\2012\12-273\dwg\Maps\Final Map\12-273_03-FM.dwg