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HomeMy WebLinkAboutT-6103 - Map - 11/17/2015 i I RECORD TITLE INTEREST STATEMENT:. 0 N 0 ENGINEER'S STATEMENT: THE UNDERSIGNED. BEING ALL PARTIES HAVING ANY RECORD TITLE INTEREST IN THE LAND WITHIN THE SURVEY FOR THIS MAP WAS MADE BY ME OR UNDER MY DIRECTION AND IS TRUE AND COMPLETE THIS SUBDMSION, HEREBY CONSENT TO THE PREPARATION AND RECORDATION OF THIS MAP AND OFFER D AS SHOWN. FOR DEDICATION FOR PUBLIC USE THE PARCELS AND EASEMENTS SPECIFIED ON SAID MAP AS INTENDED FOR PUBLIC USE FOR THE PURPOSES SPECIFIED THEREIN. A PLANNED UNIT DEVELOPMENT THIS MAP WAS PREPARED BY ME OR UNDER MY DIRECTION AND IS BASED UPON A FIELD SURVEY IN BEING A MERGER AND RE-SUBDIVISION OF LOTS 211 THROUGH 218, INCLUSIVE, AND LOTS 233 CONFORMANCE WITH THE REQUIREMENTS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCE AT THE JPF FANCHER CREEK, LLC, A DELAWARE LIMITED LIABILITY COMPANY THROUGH 239, INCLUSIVE, AND OUTLOT 0 OF TRACT NO. 5232, ACCORDING TO THE MAP THEREOF REQUEST OF JOSHUA PETERSON ON JUNE 1, 2015. I HEREBY STATE THAT ALL THE MONUMENTS ARE JPF CAPITAL, LLC, MEMBER OF JPF FANCHER CREEK, LLC, A DELAWARE LIMITED LIABILITY COMPANY RECORDED IN VOLUME 79 OF PLATS, AT PAGES 45 THROUGH 60, FRESNO COUNTY RECORDS. THE IN THOSE OF THE CHARACTER AND OCCUPY POSITIONS INDICATED, OR THAT THEY WILL BE SET POSITIONS ON OR BEFORE ONE YEAR OF THE DATE THIS MAP IS RECORDED, OR ANY TIME EXTENSION IN THE CITY OF FRESNO, COUNTY OF FRESNO, STATE OF CALIFORNIA APPROVED BY THE CITY ENGINEER. THE MONUMENTS ARE, OR WILL BE, SUFFICIENT TO ENABLE THE Y--�--�R -3 IN JUNE 2015 BY BRET A. GIANNETTA SURVEY TO � RETRACED, AND THAT THIS FINAL MAP SUBSTANTIALLY CONFORMS TO THE CONDITIONALLY SURVEYED AND PLATTED r - APPROVED TENTATIVE MAP. BY: COASISTI.NC OF TOW SHEETS � JPSHUA ELOF PETERSON, MANAGER OF JPF CAPITAL, LLC SHE'E'T OWE of Trio SHEETS' � -7 31 BRET GIANNETTA, LS 8177 LIC. EXP. 12-31-16 DATE CENTRAL VALLEY COMMUNITY BANK, A CALIFORNIA +I:oStORArIs P4 AS TRUSTEE ; �. -Y " CITY ENGINEER'S STATEMENT: BY: � � y . LEGAL DESCRIPTION: JEFFREY PAC , SENIOR VICE PRESIDENT I HEREBY STATE THAT I HAVE EXAMINED THIS MAP THAT THE SUBDIVISION SHOWN IS SUBSTANTIALLY LOTS 211 THROUGH 218, INCLUSIVE, AND 233 THROUGH 239, INCLUSIVE, AND OUTLOT '0', AS SHOWN ON THE SAME AS IT APPEARED ON THE APPROVED TENTATIVE MAP AND ANY APPROVED ALTERATIONS THAT CERTAIN 'TRACT 5232, FILED JUNE 6, 2007 IN VOLUME 79 OF PLATS, AT PAGE(S) 45 THROUGH 60, THEREOF. THAT ALL PROVISIONS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCES APPLICABLE INCLUSIVE, FRESNO COUNTY RECORDS, SAID MAP HAVING BEEN AMEND BY CERTIFICATE OF CORRECTION -- AT THE TIME OF APPROVAL OF THE TENTATIVE MAP HAVE BEEN COMPLIED WITH. RECORDED JUNE 11, 2014 IN OFFICIAL RECORDS UNDER RECORDER'S SERIAL NUMBER 2014-0065346. QPOFESSi©�,q ,`���� l { iu m 1 No.50022 �t Exp.Date f CIVI NOTARY ACKNOWLEDGMENT: of C ANDREW J. I PE 50022 CITY ENGINEER DATE A NOTARY PUBLIC OR OTHER OFFICER COMPLETING THIS CERTIFICATE VERIFIES ONLY THE THIS PROPERTY IS SUBJECT TO THE FOLLOWING: LICENSE EXPI -30-2017 IDENTITY OF THE INDIVIDUAL WHO SIGNED THE DOCUMENT TO WHICH THIS CERTIFICATE IS ATTACHED, AND NOT THE TRUTHFULNESS, ACCURACY, OR VALIDITY OF THAT DOCUMENT, I. SAID LAND LIES WITHIN THE BOUNDARIES OF THE FRESNO METROPOLITAN FLOOD CONTROL DISTRICT AND CONSU L 'I N G LAND SURVEYOR'S STATEMENT: STATE OF CALIFORNIA IS SUBJECT TO THE POTENTIAL. OF THE PAYMENT OF DRAINAGE FEES AND/OR THE REQUIREMENT OF COUNTY OF FRESNO CONSTRUCTION OF DRAINAGE FACILITIES AS A CONDITION OF DEVELOPMENT, RECONSTRUCTION, ADDITIONS I HEREBY STATE THAT I HAVE EXAMINED THIS MAP AND THAT I AM SATISFIED THAT THE MAP IS ON 'N BEFORE M f NOTARY PUBLIC OR ALTERATIONS ASSOCIATED WITH SAfD LAND, DOCUMENT NO. 95092128, FRESNO COUNTY RECORDS. TECHNICALLY CORRECT. PERSONALLY APPEARED TISFACTORY WHO 2. STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT AND ANNEXATION TO THE CITY OF FRESNO, PROVED TO ME ON THE BASIS OF SA EVIDENCE TO BE THE. PER50W ' RECORDED MAY 21, 1981 IN BOOK 7726, PAGE 444, FRESNO COUNTY RECORDS. WHOSE E(; IS/ SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED `�,,, � ACTING FOR THE CITY OF FRESNO: 3. SUBDIVISION AGREEMENT INCLUDING ADDENDUM TO SUBDIVISION AGREEMENT FOR RIGHTS OF WAY I kun ,2 BLAIR, CHURCH & FLYNN CONSULTING ENGINEERS TO ME THAT HE/� 1' EXECUTED THE SAME IN HIS/ AUTHORIZED ACQUISITION FOR THE FINAL MAP OF TRACT NO. 5232, PHASE 1 OF VESTING TENTATIVE MAP N0. 4 451 CLOVIS AVENUE, SUITE 200, CLOVIS, CA 93612 THAT BY HIS/ SIGNATUR ON THE INSTRUMENT CAPACITY AND E THE 5232/UGM, RECORDED JUNE 6, 2007 AS DOCUMENT N0. 2007-0111559, FRESNO COUNTY RECORDS. PERSON), OR THE ENTITY UPON BEHALF OF WHICH THE PERSON+ ACTED, EXECUTED THE INSTRUMENT. / 4. STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT FOR THE MAINTENANCE OF CERTAIN � ,;, 4' 3 � IMPROVEMENTS FOR THE FINAL MAP OF TRACT NO. 5232, PHASE 1 OF VESTING TENTATIVE MAP NO. 7 � I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF CALIFORNIA 5232/UGM, RLvORILIED ,UNE 6, 2007 AS DOCUMENT NO. 2007-0111560, FRESNO COUNTY RECORDS. THAT THE FOREGOING PARAGRAPH IS TRUE AND CORRECT. ` RANDELL SCOTT WEST, LS 8663 DATE WITNESS MY HAND 5. DEED OF AVIGATION AND HAZARD EASEMENT FOR FRESNO-YOSEMITE INTERNATIONAL AIRPORT FOR THE LICENSE EXPIRES 12-31-2015 FINAL MAP OF TRACT NO. 5232, PHASE 1 OF VESTING TENTATIVE MAP NO. 5232/UGM, RECORDED JUNE 6, 2007 As DOCUMENT N0. 2007-0111561, FRESNO COUNTY RECORDS. 0 M M I S S i 0 N CERTIFICATE: SIGNATURE � -.' •. � - - PLANNING C /' � � $, �� 6. STATEMENT OF COVENANTS AFFECTING LAPID DEVELOPMENT DEFERRING CERTAIN SEWER CONNECTION _ - NAME � ' . .- - -. CHARGES, WATER CONNECTION CHARGES, URBAN GROWTH MANAGEMENT FEES AND DEVELOPMENT FEES COUNTY OF 'i°� + TO THE TIME OF ISSUANCE OF CERTIFICATE OF OCCUPANCY AND CREATION OF LIEN FOR THE FINAL MAP I HEREBY CERTIFY THAT I HAVE EXAMINED THIS MAP, THAT THE SUBDIVISION SHOWN CONFORMS TO OF TRACT N0. 5232, PHASE 1 OF VESTING TENTATIVE MAP NO. 5232/UGM, RECORDED JUNE 6, 2007 AND IS IN COMPLIANCE WITH THE APPROVED TENTATIVE MAP AND THE REQUIREMENTS IMPOSED BY � MY COMMISSION EXPIRES T .°- AS DOCUMENT NO. 2007-0111563, FRESNO COUNTY RECORDS. THE FRESNO CITY PLANNING COMMISSION AS A CONDITION TO THE ACCEPTANCE OF THE FINAL MAP. r MY COMMISSION NUMBER 7. STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT ACKNOWLEDGING RIGHT-TO-FARM LAW FOR THE FINAL MAP OF TRACT NO. 5232, PHASE 1 OF VESTING TENTATIVE MAP NO. 5232/UGM, RECORDED JUNE 6, 2007 AS DOCUMENT NO. 2007-0111564, FRESNO COUNTY RECORDS. *07 � y 8. STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT ACKNOWLEDGING FRESNO-YOSEMITE 11 INTERNATIONAL AIRPORT OPERATIONS FOR THE FINAL MAP OF TRACT NO. 5232, PHASE 1 OF VESTING JENN,I I ,DATg TENTATIVE MAP NO. 5232/UGM, RECORDED JUNE 6, 2007 AS DOCUMENT NO. 2007-0111565, FRESNO SECR OF THE FRESNO CITY PLANNING COMMISSION NOTARY ACKNOWLEDGMENT: COUNTY RECORDS. A NOTARY PUBLIC OR OTHER OFFICER COMPLETING THIS CERTIFICATE VERIFIES ONLY THE 9, ,AMENDED AND RESTATED DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS AND RESERVATIONS IDENTITY OF THE INDIVIDUAL WHO SIGNED THE DOCUMENT TO WHICH THIS CERTIFICATE IS OF EASEMENTS FOR STONEBROOK, THE BRIDGES, RIVERS EDGE AND THE MASTERS AT FANCHER CREEK CITY CLERK'S CERTIFICATE: ATTACHED, AND NOT THE TRUTHFULNESS, ACCURACY, OR VALIDITY OF THAT DOCUMENT. (FINAL TRACT MAP NO. 5232), RECORDED SEPTEMBER 25, 2007 AS DOCUMENT NO. 2007-0178295, fo FRESNO COUNTY RECORDS. '1r' r ' I HEREBY CERTIFY THAT THE COUNCIL OF THE CITY OF FRESNO, BY RESOLUTION NO. STATE OF CALIFORNIA r . 10. ASSIGNMENT AND ASSUMPTION OF DECLARANT'S RIGHTS, RECORDED JANUARY 30, 2015 AS DOCUMENT •�:;�_ �> . ADOPTED ON �'"�` 2015, APPROVED THE WITHIN MAP AND ACCEPTED ON BEHALF OF COUNTY OF FRESNO .a THE PUBLIC ALL PARCELS OF LAND AND EASEMENTS OFFERED FOR DEDICATION FOR PUBLIC USE IN NO. 2015-0010279, FRESNO COUNTY RECORDS. .. CONFORMITY WITH THE TERMS OF THE OFFER OF DEDICATION, AND APPROVED THE ABANDONMENT OF ON ' �brc,r .��.� F E ME.,,,.� �-. '' NOTARY PUBLIC • yP 4 THOSE PUBLIC STREETS AND/OR PUBLIC EASEMENTS NOT SHOWN ON THE MAP AND NOTED AS PERSONALLY APPEARED �!` ;�- WHO 11. CREATION OF A LIEN AND SECURED AGREEMENT TO DEFER SCHOOL IMPACT FEES, RECORDED MAY 29, � f PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSONO 2015 AS DOCUMENT NO. 2015-0066542, FRESNO COUNTY RECORDS. s �. ABANDONED BY THE FILING OF THE MAP. .. ` Av WHOSE NAMES} IS/ARE- SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT'HE/ EXECUTED THE SAME IN HIS/ AUTHORIZED 12. A STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT FOR THE MAINTENANCE OF CERTAIN � �.--•`�.� YVONNE SPENCE, CMC CAPACITY AND THAT BY HIS/ SIGNATURE(, ON THE INSTRUMENT THE IMPROVEMENTS FOR THE FINAL MAF' OF TRACT N0. 6103, RECORDED - 2015 �p U CITY CLERK a VcrR4e_r 1 PERSON OR THE ENTITY UPON BEHALF OF WHICH THE PERSON( ACTED, EXECUTED AS 1DOCUMENT N0. 2015- �d2 FRESNO COUNTY RECORDS. d, THE INSTRUMENT. 13. A STATEM 1 ENT OF COVENANT'S AFFECTING LAND DEVELOPMENT FOR THE MAINTENANCE OF LAN-ESCAPING .��' IMPROVE ENTS FOR L T 1 AND LOT 30 OF THE FINAL MAP OF CT NO. 6103, RECORDED BY: I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF CALIFORNIA 2015, AS DOCUMENT NO. 2015- FRESNO COUNTY DEPUTY DATE ' w,+ " THAT THE FOREGOING PARAGRAPH IS TRUE AND CORRECT. RECORDS. WITNESS MY HAND 14. A STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT DEFERRING CERTAIN SEWER CONNECTION RECORDER'S CERTIFICATE: CHARGES, WATER CONNECTION CHARGES, URBAN GROWTH MANAGEMENT FEES, CITY-WIDE FEES AND SIGNATURE a DEVELOPMENT FEES TO THE TIME OF ISSUANCE OF CERTjFlCATE OF OCCUPANCY AND CREATION OF LIEN d 0 FOR THE FINAL lug OF TRACT NO. 6103, RECORDED - 2015, AS DOCUMENT DOCUMENT NO. FEE $ • NAME_. -. N0. 2015- 1 .763 . FRESNO COUNTY RECORDS. FILED THIS LAY OF ,Q(l21[r.ML4Cr_, 2015 COUNTY OF ''w` ' � �Qit46a�#'�`Lol►+► .�.U.+i►� .:�,1.�►,A•�... ,9,-;�'�,�,-� ,�►,;+� ►,�,�., st,�,� AT ,�r .M. IN VOLUME 8�OF PLATS, A7 PAGES MY COMMISSION EXPIRES-111 '6/ I� ,^ ""'"'w ,�1+��:5�' '.3f �44�'� '.tom � ..,: -� �'�� • ��►.�. �:�,, =" �. � ,. AND ' L_, AT THE REQUEST OF BRET A. GIANNETTA MY COMMISSION NUMBER ; �L' FRESNO COUNTY RECORDS PAUL DICTOS, C.P.A., RECORDER BY: DEPUTY MONUMENTS: � BRASS TAG IN CONCRETE STAMPED PLS 4714, � BRASS TAG IN CONCRETE, STAMPED PLS 4714, AS BEING THE MOST WESTERLYQj BRASS TAG IN CONCRETE, STAMPED PLS 4714, AS BEING THE NORTHEAST CORNER OF i NORTHWEST CORNER OF LOT 233 OF TRACT 5232 AND AS BEING 2.94' NORTHWESTERLY OUTLOT D Of TRACT 5232 ON THE WEST LINE OF THE SOUTH BUNDY DRIVE RIGHT OF D AS BEING THE MOST NORTHERLY CORNER OF OF THE SOUTHEASTERLY LINE OF THE SOUTH PURDUE AVENUE RIGHT OF WAY. WAY, AND AS BEING 2.93' SOUTHWESTERLY OF THE SOUTHWESTERLY BOUNDARY OF THE SOUTHWESTERLY LINE OFLOT 227 OF TRACT 5232, DTHE EAST AS BEING ON ® BRASS TAG IN CONCRETE, STAMPED PLS 4714, AS BEING THE MOST NORTHERLY OUTLOT 0 OF TRACT 5232. ❑ FANCHER CREEK DRIVE RIGHT OF WAY. NORTHWEST CORNER OF LOT 233 OF TRACT 5232, AND AS BEING AN ANGLE POINT ON 3/4" IRON PIPE, FLUSH, TAGGED PLS 4714, AS BEING THE MOST EASTERLY SOUTHEAST THE SOUTHWESTERLY LINE OF THE EAST FANCHER CREEK DRIVE RIGHT OF WAY. CORNER OF OUTLOT D OF TRACT 5232, AND AS BEING ON THE WEST LINE OF THE A PLANNED UNIT DEVELOPMENT J w¢ 4 Q BRASS TAG IN CONCRETE, STAMPED PLS 4714, AS BEING THE MOST NORTHERLY CORNER SOUTH BUNDY DRIVE RIGHT OF WAY. N 0 ` OF LOT 235 OF TRACT 5232, AND AS BEING 0.06' NORTHEASTERLY OF THE Q 3/4" IRON PIPE, FLUSH, TAGGED PLS 4714, AS BEING THE MOST SOUTHERLY SOUTHEAST BEING A MERGER AND RE-SUBDIVISION OF LOTS 211 THROUGH 218, INCLUSIVE, AND LOTS 233 ° THROUGH 239, INCLUSIVE, AND OUTLOT 0 OF TRACT NO. 5232, ACCORDING TO THE MAP THEREOF o=o k- / SOUTHWESTERLY LINE OF THE EAST FANCHER CREEK DRIVE RIGHT OF WAY. CORNER OF OUTLOT D OF TRACT 5232, AND AS BEING 0.05' NORTHEASTERLY OF THE w LF NORTHEASTERLY LINE OF THE EAST BECK AVENUE RIGHT OF WAY. RECORDED IN VOLUME 79 OF PLATS, AT PAGES 45 THROUGH 60, FRESNO COUNTY RECORDS. u o= J Qp BRASS TAG IN CONCRETE, STAMPED PLS 4714, AS BEING THE MOST NORTHERLY CORNER Q a- ,,�, ,1, OF LCT 237 OF TRACT 5232, AND AS BEING ON THE SOUTHWESTERLY LINE OF THE EAST © 3/4" IRON PIPE, 5" DOWN, TAGGED PLS 4714, AS BEING THE MOST SOUTHERLY CORNER IN THE CITY OF FRESNO, COUNTY 4F FRESNO, STATE OF CALIFORNIA w ,`� '" Apps , FANCHER CREEK DRIVE RIGHT OF WAY. OF LOT 213 OF TRACT 5232, AND AS BEING ON THE NORTHEASTERLY LINE OF THE EAST z `� �ti r5r7. BRASS TAG IN CONCRETE STAMPED PLS 4714, AS BEING THE MOST NORTHERLY CORNER BECK AVENUE RIGHT OF WAY. SURVEYED AND PLATED IN JUNE 2415, BY BRET A. G IAN NETA Q o¢ X30 41 &• �` � OF LOT 239 OF TRACT 5232, AND AS BEING 0.04' NORTHEASTERLY OF THE QM BRASS TAG IN CONCRETE, STAMPED PLS 4714, AS BEING THE MOST SOUTHERLY CORNER = Sr, Sr' FLUSH IN CONCRETE, Of WAY. DESTROYED OF LOT 2i 5 OF TRACT 5232, AND AS BEING ON THE NORTHEASTERLY LINE OF THE EAST CIO.NSlSTI.NG' OF 7 SHEETS �o w / `Sri�r' �7i �r y SOUTHWESTERLY LINE OF THE EAST FANCHER CREEK DRIVE RI DURING CONSTRUCTION. SET BRASS TAG, E, STAMPED LS 8177. BECK AVENUE RIGHT OF WAY. Ld w m ='` r err ��S/I � �F BRASS TAG IN CONCRETE, STAMPED PLS 4714, AS BEING 0.05' NORTHEASTERLY OF AN N� 3/4" IRON PIPE, 7" DOWN, TAGGED PLS 4714, AS BEING THE MOST SOUTHERLY CORNER S.fI .G l T � OF � SHEETS TS � rcpdo , A�- f AN ANGLE POINT ON THE SOUTHWESTERLY LINE OF THE EAST FANCHER CREEK DRIVE OF LOT 217 OF TRACT 5232, AND AS BEING ON THE NORTHEASTERLY LINE OF THE EAST o<'� .0 �� o° BSr, RIGHT OF WAY. BECK AVENUE RIGHT OF WAY. ,7- 3/4n c��OJ � s\rr © IRON PIPE, 3" DOWN, TAGGED PLS 4714, AS BEING AN ANGLE POINT ON THE WEST Q 3/4" IRON PIPE, 2" DOWN, TAGGED PLS 4714, AS BEING THE MOST SOUTHERLY LINE OF THE SOUTH BUNDY DRIVE RIGHT OF WAY. BRASS TAG (N CONCRETE, STAMPED PLS 4714, AS BEING THE MOST SOUTHWEST CORNER OF LOT 218 OF TRACT 5232, AND AS BEING ON THE N • NORTHEASTERLY LINE OF THE EAST BECK AVENUE RIGHT OF WAY. DESTROYED DURING NORTHERLY CORNER OF LOT 229 OF TRACT 5232, AND AS BEING 3/4" IRON PIPE, 3" DOWN, TAGGED PLS 4714, AS BEING THE SOUTHEAST CORNER OF CONSTRUCTION. SET 3/4" IRON PIPE, 30" LONG, 6" DOWN, ' ON THE WEST LINE OF THE SOUTH BUNDY DRIVE RIGHT Of TAGGED LS 8177. • MONUMENT FOUND AND ACCEPTED AS NOTED ON THE SOUTHWESTERLY LINE OF THE EAST FANCHER CREEK DRIVE S' flUTLOT E OF TRACT 5232, » " AS BEING THE MOST WESTERLY RIGHT OF WAY. WAY, AND AS BEING 0.05' NORTHEASTERLY OF THE NORTHEASTERLY BOUNDARY OF ® 3/4 IRON PIPE, 2 DOWN, TAGGED PLS 4714, o » ���, rr3D �'�� OUTLOT O OF TRACT 5232. SOUTHWEST CORNER OF LOT 218 OF TRACT 5232, AND AS BEING ON THE SET 3/4 IRON PIPE, 30LONG, 6 DOWN, TAGGED LS 8177, OR AS NOTED. 0 � SOUTHEASTERLY LINE OF THE SOUTH PURDUE AVENUE RIGHT OF WAY. DESTROYED I CONCRETE STAMPED LS 8177 SET BRASS TAG, FLUSH N f r O�c DURING CONSTRUCTION. SET 3/4" IRON PIPE 30" LONG 6" DOWN TAGGED LS 8177. 5000,q��J � BRASS TAG IN CONCRETE, STAMPED PLS 4714, AS BEING ON THE SOUTHEASTERLY LINE -8- SET BRASS TAG, FLUSH IN CONCRETE, STAMPED LS 8177, 3.00' FROM LOT CORNER ON SIDE YARD LINE OR ITS PROJECTION AS SHOWN OR NOTED OF THE SOUTH PURDUE AVENUE RIGHT OF WAY, AND 3.00' SOUTHWESTERLY OF THE (DISTANCES ARE TO TRUE LOT CORNERS) o° BRASS TAG IN CONCRETE, STAMPED PLS 4714, AS BEING THE MOST MOST NORTHERLY CORNER OF LOT 218 OF TRACT 5232. qss �ryh1 NORTHERLY CORNER OF LOT 231 OF TRACT 5232, AND AS BEING o�f�� �,� R 3/4" IRON PIPE, 3" DOWN, TAGGED PLS 4714, AS BEING THE MOST WESTERLY CORNER oc. tic ON THE SOUTHWESTERLY LINE OF THE EAST FANCHER CREEK DRIVE 1L �"'i-�' Of LOT 233 OF TRACT 5232, ON THE SOUTHEASTERLY LINE OF THE SOUTH PURDUE O SET 3/4" IRON PIPE, 30" LONG, 4" UP IN 6" DIAMETER x 30" P.C.C. O� T T qc RIGHT OF WAY. 230 '1' ��• .17 OF / r� MONUMENT, DOWN 6" BELOW GROUND, TAGGED LS 8177 �,,ti/�cb AVENUE RIGHT OF WAY, AND 0.04' SOUTHWESTRLY OF THE NORTHWESTERLY BOUNDARY tiF TSi0 c0 srs, 3 sr��,3 0srr �. ,�°�� OF OUTLOT 0 OF TRACT 5232. DESTROYED DURING CONSTRUCTION. SET 3/4" IRON ( ) RECORD DATA AS PER THE FINAL MAP OF TRACT NO. 5232, RECORDED IN PIPE, 30 LONG, 6 DOWN, TAGGED LS 8177 AT TRUE LOT CORNER. VOLUME 79 OF PLATS, AT PAGES 45 THROUGH 60, FRESNO COUNTY 'gFc-,41' STS ` yF / r sr� !O syf } Q 3/4" IRON PIPE, 2" DOWN, TAGGED PLS 4714, AS BEING THE MOST SOUTHERLY CORNER RECORDS. .f-9`���rc2q� �� ,9� OO�A ,.3# �sr�r0r6,, rr�CS, r� 44,Srr SCALE: 1 = 80 OF LOT OUTLOT 030F�TRACT AND AS BEING ON THE NORTHEASTERLY BOUNDARY OF 1 O Fp \ - �, rp � . 8 0 EASEMENT PREVIOUSLY DEDICATED FOR PUBLIC STREET AND UTILITY F �` ,f, A cps , ',"E9s �` �r�r•;r BRASS TAG IN CONCRETE, STAMPED PLS 4714, AS BEING ON BOJ /' r2, r3 Q 3/4" IRON PIPE 1" DOWN TAGGED PLS 4714 AS BEING THE MOST SOUTHERLY CORNER PURPOSES AS PER TRACT 5232. 'p/' 'PON j F Tic: 63 THE SOUTHWESTERLY LINE OF THE EAST FANCHER CREEK DRIVE O� Spry , O,c.`s�, �r�'� FSG r p Q ` /; OF LOT 236 OF TRACT 5232, AND AS BEING 0.05 NORTHEASTERLY OF THE NOW OFFERED FOR DEDICATION FOR PUBLIC STREET EASEMENT PURPOSES. r O RIGHT OF WAY, AT THE BEGINNING OF CURVATURE. O,c•F9STl0; J , li,F�y 4� Bol 279 NORTHEASTERLY BOUNDARY OF OUTLOT 0 OF TRACT 5232. 232 � � s ry� �� � � 4��_ � - ��, CcJ ��. DIRECT ACCESS RIGHTS RELINQUISHED PER TRACT 5232. R AT F CALCULATED FROM RECORD D �L ` AL1 / � . 'f S�x CALC CALC LA ED F �Fc rA L eo `boil 4•? X59, � � F.C.R. FRESNO COUNTY RECORDS CURVE DELTA RADIUS LENGTH ' 9 9L S' (31') x' . ���,, a 256 Cl 03'24'34" 1,350.00' 80.33' /\` F�GF��c0 31.00' 'll��� o � > �Q? , ; Cy R_�S (R) INDICATES RADIAL BEARING TO RADIUS POINT 03'24'31" 1,350,00' 80.31' u. t �ti w ,AAO\ 5o 00' C2 02'05'39" 1,350,00' 49.34' `�� c'ST� 0 • 1 '`© '� GF 9" "l.3 . TRACT 5232 TRACT NO. 5232, RECORDED IN VOLUME 79 .OF PLATS, AT PAGES 45 ,� O� C `" 50.40, j350 THROUGH 60, FRESNO COUNTY RECORDS. C3 01-55'16" 1,853.00 62.13 1 °`,�'� ��0 1 �'� �, <v / '' 00) C4 03'51'00" 1,853.00' 124.51' '�# �` � �,�` �, , d ,w 3150 2 BLUE BORDER INDICATES THE LIMITS OF THIS SUBDIVISION 1 � , p R t ry C\ �\;,` 0 , X55 » R3.00 124.40' p `'� h /.,, ? �� 'N <cr ? O 03'50'47" 1 85� � '� 0 27.00° r1 R C5 02 37 41 0 ' 83.85° 4� .^� "� Q4 42� �,h'�`ti`'� �i o', e� 1, �' .r ,� -`�-���u 02'37'34" 1 828.DO' - $3.79' 1 , ^��' (27) ,� �. a^� ,��. w \ R,�.aO.rR`�'\ �s s, _ 240 ©�� C6 01'51'48" 1,401.00' 45.56' Op �`' - OS\��.r4� \C2S ^�"' ry``' ¢ ,ham. c/�\ ¢0x•00,1 407 �,. , p /,�1 r \ _ ^� ^� w R4� 00, Q �. p x_688 , CALe 01'51'33°' 1401.00' 45.46' �' 4,/ C'S c��. o C�6 01 » , /tc�l ,mob` 1 f*.`�' C\ p 4 °� �`� rJ `� 5 ) 07 903 ------ , �c• C7 .00'41 54 (1,401.001 17.08 °��/, �� o� O / o ^ h ,, 64? 1� ,,off \ i Q G3 `a 30,�, ��'2> � N ,`� o ,'� ( 1. THAT PORTION OF PLANTING AND PUBLIC UTILITY EASEMENTS AND 1 .50 "l` ��`y ti �L 1\ �/ \ "� 17\ AP OF C8 00'34'48*" h, 1,828.00 8 �.� ,� o �A w c 2 o co a `18 84.01 C 594 ;Ogg�� LANDSCAPE EASEMENTS PREVIOUSLY DEDICATED PER THE FINAL M 00'34'49" 1 828.Q0' 18.51' /� d` ® "``� rye. \ ,�`� 7 0 �" c 3 04 611 1` C2 TRACT NO. 5232 RECORDED IN VOLUME 79 OF PLATS AT PAGES 45-60 ?9 `' 29;0 4 Cg� S ?8 Z Jw o �o �, c� E 12. _ ,(R� » F.C.P. WHICH IS NOT DELINEATED ON THIS MAP IS DEEMED ABANDONED C9 01'41'40" 1,401.00' 41.43' 4� 6r 0 j, ,� 0 4r<v QQ �, $ 19 AN �,� N 115545 E C10 01'44'17" 1,401.00' 42.50' S/;� 91, / _.0 C A "� tih "� c\ �'/ ��' �0?9 ry �' `rj (N 11'55'53" E) PURSUANT TO SECTION 66434(8) OF THE SUBDIVISION MAP ACT. h - A 4 \ �, = N '� a o J C20 -� F C11 01'44'18" 1,401.00' 42.51' rssy AUF ,' oo w / f �c� 9� 51.00 C12 01'44'18" 1,401.00' 42.51' LINE DIRECTION DISTANCE �C,/1��5• `�`i4� 6\ "'`� ' °3 A\ \50 ^o 0 $ - C2 7 G U C13 01'44'19" 1,401.00' 42.51' L1 N 82'02'01" E 9.05' 1, �`' / 4 27 , ¢ �/ / �" "' 'i' 3.00'_ 0po , , /� 3j. �? ?S•30, \�, o �, C\ �N 1 1 co ca o in o Lq � C14 O1'44'18" 1,401.00 42.51 N 82'00'114- E 9.06 ,�f/;�"� �� S'srs, OSS ' S'\ 4S 4/ c ` o o - ��, o a co co C' / 9 , "� cV 2s N o 4 w \ V 23 c <? n N 12 Ir- rn '� � N cca C 15 O1'44'19° 1,401.00' 42.51' LZ N 4T26'fl3" W 15.29' r!,'� '9lcJ ,93 �' oo r c Q ;v o o� °' '�' 10 ` \ Q �, h ^ 46� �'- � z h 13Lo 016 01-44'14- 1 401.00' 42.48' N 47.13'14" W 15.36' / - �S• CS ,,`v 25 •h - cQ \ � /o co \.'3 ao � 14 w C17 01'44'22" 1,401.00' 42.53' L3 N 50'26'01" E 16.76' T•c' v 2400 0 c4� �/ ,` `4 z pro ti h C 18 01'44'19" 1,401.00' 42.51' N 50'26'35" E 16.74 CS\ ^`�,•°�Jw 23�h c 8 �3 z o `� �=00'58'39" (p=00'58'40') C19 01'44'18" 1,401.00' 42.51' L4 N OT52'26" W 17.24' \ QQ o w C4g� c�/ `6 - �, R=1,67900 �R=1,679.00') C20 01'44'23 1,401.00' 42.54' N OT48'16" W 17.29' ,�' '� z I--31.00' L=28.64 L=28.65) ., BASISBEARINGS RADIAL DIRECTION .. ..�/ C60\ =o ryv�^N 22 w C' U / o X37 z C21 01 4304 1,401.00 42.00r c\ �- „°j c� ;,� ry C14AU- THE CENTERLINE OF EAST FANCHER CREEK DRIVE BETWEEN R 1 N 36'1324 25.00 61 / N 21 ^,, c., OS 1 �1 ,� Q to�'' A CZ2 01'45'30" 1,401.00' 42.99' n pit cvl H N 13'08 19 W 26.41 p AND ADJACENT TO LOTS 226 THROUGH 232 TAKEN AS Q :;. '� N n. o N r » » N 36'1.1!2]r. l o wC52 �� !'�cv (N 13'07 58 W) (26.41 ) BEARING NORTH 48'51 41 WEST AS PER TRACT NO. 5232 C23 24'26'02" 1,679.OQ' 716.01' R2 N 13'41'15'r E RADIAL DIRECTION ��(" ! O6?\ _ 20 ^ �-, j CS3 _ l N Y I ' �,,,,� w �, a .� ._� RECORDED IN VOLUME 79 OF PLATS AT PAGES 45 24'26'02" 1,679.00' 715.01' CURVE DELTA RADIUS LENGTH R3 N 11'13'50" E R22 N 11.41,53" E C 3 �' �' aJ �g o �,41 a � C54 ww�� I I � 1 0 -�a���� THROUGH 60, INCLUSIVE, FRESNO COUNTY RECORDS. C24 01'54'24" 1,679.00' 55.87' C47 01'30'50" 1,703.00' 45.00' N 11-13'59- E N 11 42 03 E ## 1 ?8 6 a 18, o `'' 1�r•, N " C25 01'34'50" 1,679.00 46.32 C48 01;30'52, 1,703.00, 45.01 R4 N 36'02'21„ E R23 N 36'17'46* E ,�`' ,8 00• �/ R c 4 = �' o d- 1 �,- 17 K, o a, _ '� E o �=01'04'05" (L=01'04'05") - ' C26 01'34'51 1,679.00' 46.32' C49 01 30 49 1,703.00 44.99 » N 36'17'57" E R�7 >85 R, (R, '8?$ c6�v o c��, ,n N --25.00 R-1 703.00' R-1 703.00' N 36'02 33 E 85 30 ,18 18 Op N 16 0 T ... - - ' ) C27 01'34'50" 1,679,00' 46.32' C50 01'30'52" 1,703.00' 45.01' , " R24 N 13.43'24" E ` 00' 0 5300'{'' ?$00' :-� c6`' 2 " " •"' N g x, `�'' L=31.75 �L=31.75) R5 N 132326 E / (,per u, 6 r. I_ C28 01'34'51" 1,679.00' 46.32' C51 01'25'50" 1,703.00' 42.52' „ R25 N 12'23.35" E 18 �t! ` 0 15 z °�° , (251) o 203 C29 01'34'53" 1,679.00' 46.34' C52 01'25'49" 1,703.00' 42.51' R6 N 10.5712" E * , " / 5.00, L c67 -�.� z .J o N 10 57 21 E R26 N 11 19 30 E �. C . s• - S- C30 01'34'53" 1 679.00' 46.34' C53 01'25'49" 1,703.00' 42.51' jj 132- S o d- a o • R7 N 36'07'55" E N 11 1940 E c69 3.00 a � ' . C31 01034'53" 1,679.00' 46.34' C54 01'2549„ 1,703.00' 42.51' R27 N 34'43'18" E + �1C�7 z z z •� » ' N 36'08'05" E �.4 ,� ��1801.85' c7p 8© � I 0708 1� 3/4 IRON PIPE, 4 DOWN, TAGGED PLS 4714, AS BEING THE MOST EASTERLY C32 01'35 04' 1,679.00 46.43 C55 01'15 01 1,828.00 39.89 R28 N 28'42'49" E - `' AWL "' (j� 0 38, i R SOUTHEAST CORNER OF LOT 219 OF TRACT 5232, AND AS BEING AN ANGLE POINT ON C33 01'35'01" 1,679.0,0' 46.41' C56 01'31'13" 1,828.0,0' 48.50' R8 N 34'13 31 E ,, -� )L_ ( ) R9 N 32'38'41" E R29 N 25'41'07" E ", A, #33 (, '800.35 co THE NORTHWESTERLY LINE OF THE SOUTH PURDUE AVENUE RIGHT OF WAY. C34 01'35'07" 1,679.00 46.46' C57 01'31'14" 1,828.00, 48.51' •C 8,329 !cr N 11 32 00 E - , » , � R10 N 31'03'50" E R30 N 22 39 25 E '� ''1 0 �4$ -- ��� - 0 C35 01-35-12" 1,679.00 46.50 C58 01'31 14 1,828.00 48.51 R31 N 19'3744" E �� , lg ,� "� (N 11'32'10" E) 2 BRASS TAG IN CONCRETE, STAMPED PLS 4714, AS BEING THE MOST EASTERLY CORNER s9 c3 25.00 OF LOT 219 OF TRACT 5232 AND AS BEING 0.03 SOUTHEASTERLY OF THE R 11 N 29'29'00mE a:= C36 02'02'48" 1,679.00' 59.98' C59 01'30'51" 1,828.00' 48.31' " 1'019'50' '019 , 207 NORTHWESTERLY LINE OF THE SOUTH PURDUE AVENUE RIGHT OF WAY. C37 02'05'46" 1,679.00' 61.42' C60 01'30'51" 1,828.00' 48.31' R12 N 27'54'09" E R32 N 151513 E 50 �A�C) 4'�W » 4' '16" 1 703.00' 742.22' C61 01'30'51" 1 828.00' 48.31' R13 N 26'19'16" E R33 N 15'1507" E 182 a Ix 2 3� 3/4 IRON PIPE, UP 2", TAGGED PLS 4714, AS BEING ON THE NORTHWESTERLY LINE OF C38 2 58 R34 N 19'37'42" E MONt MENTS; I �'I+� THE SOUTH PURDUE AVENUE RIGHT OF WAY, AND AS BEING 3.06' NORTHEASTERLY FROM 24'58'17" 1,703.00' 742.22' C62 01'30'51" 1,828.00' 48.31' R 14 N 24'44'23" E 183 208 THE MOST SOUTHERLY CORNER OF LOT 232 OF TRACT 5232. R15 N 23'09'30" E R35 N 22'39'24" E » �a 1 a, (n » C39 01'3428" 1,703.00' 46.80' C63 01'30'51" 1,828.00' 48.31' �, R36 , U 3/4 IRON PIPE, 1 DOWN, TAGGED PLS 4714, AS BEING THE MOST NORTHERLY CORNER Cl ® 3/4 IRON PIPE, 7 DOWN, TAGGED PLS 4714, AS BEING THE MOST EASTERLY > " I R16 N 21 34 26 E N 25 41 06 E I z NORTHEAST CORNER OF LOT 232 OF TRACT 5232, AND AS BEING AN ANGLE POINT Ol`� C40 01 27 11 1,703.00 43.19 C64 01 30 51 1,828.00 48.31 OF LOT 212 OF TRACT 5232, AND AS BEING 0.04 NORTHEASTERLY OF THE z » R17 N 19'5925" E R37 N 28'42'48" E C41 01'31'14" 1,703.00 45.20 C65 01'30 51 1,828.00 48.31 SOUTHWESTERLY BOUNDARY OF OUTLOT 0 OF TRACT 5232. THE NORTHWESTERLY LINE Of THE SOUTH PURDUE AVENUE RIGHT OF WAY. C42 01'31'14" 1,703.00' 45.20' C66 01'30'50" 1,828.00' 48.30' R38 N 34'4720" E R18 N 18 24 1$ E Q 3/4" IRON PIPE, 2" DAWN, TAGGED PLS 4714, AS EEING THE MOST NORTHERLY CORNER BRASS TAG IN CONCRETE, STAMPED PLS 4714, AS BEING THE MOST NORTHERLY C43 01'30'50" 1,703.00' 45.00' C67 01'25'50" 1,828.00' 45.64' R19 N 16'49'06" E R39 N 15'24'19" E OF LOT 214 OF TRACT 5232, AND AS BEING ON THE SOUTHWESTERLY BOUNDARY OF NORTHEAST CORNER OF LOT 232 OF TRACT 5232, AND AS BEING AN ANGLE POINT ON C44 01'30'52" 1,703.00' 45.01' C68 01'25'55" 1,828.00' 45.69' R20 N 14'46'18" E R40 N 1708'42" E OUTLOT 0 OF TRACT 5232. THE SOUTHWESTERLY BOUNDARY OF EAST FANCHER CREEK DRIVE. C45 01'30'50" 1,703.00 45.00 C69 01'51 41" 1,828.00 59.39 R21 N 12 40 32 E R41 N 24!05'55" E fl 3/4 IRON PIPE, 3 DOWN, TAGGED PLS 4714, AS BEING THE MOST NORTHERLY CORNER C46 01'30'52" 1,703.00' 45.01' C70 0 1'51'26" 1,828.00' 59.25' N 12'40'43" E R42 N 20`37'19" E OF LOT 216 OF TRACT 5232, AND AS BEING ON THE SOUTHWESTERLY BOUNDARY OF OUTLOT 0 OF TRACT 5232. i