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HomeMy WebLinkAboutT-5685 - Map - 1/19/2006 FINAL MAP OF TRACT NO0 5685 PHASE 2 OF TENTATIVE MAP NO. 5232 SURVEYOR'S STATEMENT RECORD TITLE INTEREST STATEMENT FA�NCHER CREEK THE SURVEY FOR THIS MAP WAS MADE BY ME OR UNDER MY DIRECTION AND IS TRUE AND COMPLETE AS SHOWN. THE UNDERSIGNED, BEING ALL PARTIES HAVING ANY RECORD 71TLE INTEREST IN THIS MAP WAS PREPARED BY ME OR UNDER MY DIRECTION AND IS BASED UPON A THE LAND WITHIN THIS SUBDIVISION, HEREBY CONSENT TO THE PREPARA77ON IN THE CITY OF FRESNO, FIELD SURVEY IN CONFORMANCE M714 THE REQUIREMENTS OF THE SUBDIVISION MAP AND RECORDATION OF THIS MAP AND OFFER FOR DEDICATION FOR PUBLIC USE COUNTY OF FRESNO, STATE OF CALIFORNIA ACT AND LOCAL ORDINANCE AT THE REQUEST OF CENTEX HOMES, ON (05/13/05). 1 THE PARCELS AND EASEMENTS SPECIFIED ON SAID MAP AS INTENDED FOR HEREBY STATE THAT ALL MONUMENTS ARE OF THE CHARACTER AND OCCUPY THE PUBLIC USE FOR THE PURPOSES SPECIFIED THEREIN. SURVEYED AND PLATTED IN .LUNE 2005 POSITIONS INDICATED OR THAT THEY WILL BE SET IN THOSE POSITIONS ON OR BEFORE BY QUAD K N O P F INC. ONE YEAR OF THE DATE THIS MAP IS RECORDED, OR ANY 77ME EXTENSION APPROVED BY THE CITY ENGINEER. THE MONUMENTS ARE, OR WILL BE, SUFFICIENT TO ENABLE CENTEX HOMES, A NEVADA GENERAL PARTNERSHIP FRESNO IRRIGA71ON DISTRICT, AS EASEMENT HOLDER THE SURVEY TO BE RETRACED, AND THAT THIS FINAL MAP SUBSTAN71ALLY CONFORMS BY. CENTEX REAL ESTATE CORPORATION, A NEVADA CONSISTING OF 8 SHEETS TO THE CONDITIONALLY APPROVED TENTATIVE MAP. CORPORATION, AS MANAGING GENERAL PARTNER SHEET 1 OF 8 GARY R. SERRA TO DATE ROGER FOSTER DATE SECRETARY DIVISION CONTROLLER JACOB C. ANDRESEN DATE LEGAL DESCRIPTION BY: PRESIDENT ANNE M. MINNEY PLS 7985 EXP. 12-31-06 DATE FRESNO METROPOLITAN FLOOD CONTROL DISTRICT, SEE SHEET 2 FOR LEGAL DESCRIP71ON AS EASEMENT HOLDER THIS PROPERTY IS SUBJECT TO: CITY ENGINEER'S STATEMENT NAME DATE SEE SHEET 2 FOR EASEMENTS 1 HEREBY STATE THAT I HAVE EXAMINED THIS MAP, THAT THE SUBDIVISION SHOWN IS SUBSTANTIALLY THE SAME AS IT APPEARED ON THE APPROVED TENTATIVE MAP, AND ANY APPROVED ALTERA71ONS THEREOF. THAT ALL PROVISIONS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCES APPLICABLE AT THE 71ME OF APPROVAL OF THE TENTATIVE MAP HAVE BEEN COMPLIED WITH AND THAT I AM SATISFIED THAT THE MAP IS TECHNICALLY CORRECT. NOTARY ACKNOWLEDGMENT NOTARY ACKNOWLEDGMENT CITY ENGINEER MICHAEL T. KIRN, PLS 7609 STATE OF CALIFORNIA STATE OF CALIFORNIA COUNTY OF COUNTY OF BY• DEPUTY DATE ON BEFORE ME, ON BEFORE ME, PERSONALLY APPEARED PERSONALLY APPEARED PERSONALLY KNOWN TO ME (OR PROVED TO ME ON THE BASIS OF PERSONALLY KNOWN TO ME (OR PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE) TO BE THE PERSON(S) WHOSE NAME(S) IS/ARE SATISFACTORY EVIDENCE) TO BE THE PERSON(S) WHOSE NAME(S) IS/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE/SHE/THEY EXECUTED THE SAME IN HIS/HER EIR AUTHORIZED THAT HE/SHE/THEY EXECUTED THE SAME IN HIS/HER/THEIR AUTHORIZED PLANNING COMMISSION CERTIFICATE CAPACITY(IES, AND THAT BY HIS/HERI HEIR SIGNATURE(S) THE INSTRUMENT CAPACI TY(IES, AND THAT BY HIS/NER/THEIR SIGNA 7URE(S) ON THE INSTRUMENT THE PERSON(S) , OR THE EN71TY UPON BEHALF OF WHICH THE PERSON(S) ACTED, THE PERSON(S) , OR THE EN71TY UPON BEHALF OF WHICH THE PERSON(S) ACTED, EXECUTED THE INSTRUMENT. EXECUTED THE INSTRUMENT. 1 HEREBY CERTIFY THAT 1 HAVE EXAMINED THIS MAP, THAT THE SUBDIVISION SHOWN CONFORMS TO AND IS IN COMPLIANCE W17H THE APPROVED IENTA77VE MAP AND THE WITNESS MY HAND WITNESS MY HAND EAST TU LAR E AVENUEREQUIREMENTS IMPOSED BY THE FRESNO CITY PLANNING COMMISSION AS A w CONDITION TO THE ACCEPTANCE OF THE FINAL MAP. SIGNATURE SIGNATURE w w z D Li NAME NAME z z '. Q N BY w w . . . . . . . . . . . . . . . . . DATE COUNTY OF COUNTY OF > > NICK P. YO VINO Q w SECRETARY OF THE FRESNO CITY PLANNING COMMISSION MY COMMISSION EXPIRES MY COMMISSION EXPIRES wz S ITE Ld . . . . . . . . . . . . COMMISSION NUMBER COMMISSION NUMBER z a_ CITY CLERK'S CERTIFICATE z LL- w c ~ I HEREBY CERTIFY THAT THE COUNCIL OF THE CITY OF FRESNO, BY RESOLUTION NO. CANYON ROAD ADOPTED ON . 2006, APPROVED KINGS = THE 107HIN MAP AND ACCEPTED ON BEHALF OF THE PUBLIC ALL PARCELS OF LAND AND EASEMENTS OFFERED FOR DEDICA77ON FOR PUBLIC USE IN CONFORMITY 1171.1 THE TERMS 0 OF THE OFFER OF DEDICATION, AND APPROVED THE ABANDONMENT OF THOSE PUBLIC z STREETS AND/OR PUBLIC EASEMENTS NOT SHOWN ON THE MAP AND N07ED AS ABANDONED NOTARY ACKNOWLEDGMENT NOTARY ACKNOWLEDGMENT z BY THE FILING OF THE MAP. REBECCA E. KLISCH, CMC Cl TY CLERK STATE OF CALIFORNIA STA TE OF CALIFORNIA COUNTY OF COUNTY OF VICINITY MAP BY DEPUTY DATE ON BEFORE ME, ON BEFORE ME, NOT TO SCALE PERSONALLY APPEARED PERSONALLY APPEARED PERSONALLY KNOWN TO ME (OR PROVED TO ME ON THE BASIS OF PERSONALLY KNOWN TO ME (OR PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE) TO BE THE PERSON(S) WHOSE NAME(S) IS/ARE SATISFACTORY EVIDENCE) TO BE THE PERSON(S) WHOSE NAME(S) IS/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE/SHE/THEY EXECUTED THE SAME IN HIS/HER EIR AUTHORIZED THAT HE/SHE/THEY EXECUTED THE SAME IN HIS/HER EIR AUTHORIZED RECORDERS CERTIFICATE CAPACITY(IES, AND THAT BY HISAER/THEIR SIGNATURE(S)O THE INSTRUMENT CAPACITY(IES, AND THAT BY HIS/HER/YHE1R SIGNATURE(S) THE INSTRUMENT THE PERSONS) , OR THE ENTITY UPON BEHALF OF WHICH THE PERSON(S) ACTED, THE PERSON(S) , OR THE EN71TY UPON BEHALF OF WHICH THE PERSON(S) ACTED, DOCUMENT NO. FEE # EXECUTED THE INSTRUMENT. EXECUTED THE INSTRUMENT. Y HAND v 8405 NORTH FRESNO STREET FILED THIS DAY OF 200 , AT .M. IN VOLUME WITNESS MY HAND WITNESS M � SUITE 300 OF PLATS AT PAGES AT THE REQUEST OF ANNE M. MINNEY. `✓ SIGNATURE SIGNATURE FRESNO,CA 93720 TEL- (559) 449-2400 FRESNO COUNTY RECORDS. Ut"."I NAME NAME FAX:(559) 435-2905 ROBERT C. WERNER, COUNTY RECORDERw` "`°'� WEBSITE:www.quadknopfcom COUNTY OF COUNTY OF Quad � A b MY COMMISSION EXPIRES BY. � �� � 2006�o MY COMMISSION EXPIRES DEPUTY COMMISSION NUMBER COMMISSION NUMBER CITY OF FRESNO BUiLL ING & SAFETY SERVICES L:\Projects\2003\03054\Acad\Final Map\03054 phase 2\03054FM phase2.DWG 1/17/2006 1:56:33 PM PST SHEET 1 OF 8 FWAL MAP OF TRACT NO. 5685 PHASE 2 OF TENTATIVE MAP NO. 5232 FANCHER CREEK IN THE CITY OF FRESNO, COUNTY OF FRESNO, STATE OF CALIFORNIA SURVEYED AND PLATTED IN JUNE 2005 BY QUAD KNOPF INC. CONSISTING OF 8 SHEETS LEGAL DESCRIPTION SHEET 2 OF 8 THE PROPERTY IS SUBJECT TO: PARCEL 1 THAT PORTION OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 3, TOWNSHIP 14 SOUTH, RANGE 21 EAST, 1. SAID LAND LIES WITHIN BOUNDARIES OF THE FRESNO METROPOLITAN FLOOD CONTROL DISTRICT AND MAY BE SUBJECT TO DRAINAGE FEES MOUNT DIABLO BASE AND MERIDIAN, IN THE CITY OF FRESNO, COUNTY OF FRESNO, STATE OF CALIFORNIA, ACCORDING TO THE AND/OR REQUIREMENTS TO CONSTRUCT PLANNED LOCAL FACILITIES AS A CONDITION OF DEVELOPMENT, RECONSTRUCTION, ADDITIONS OR OFFICIAL PLAT THEREOF, LYING SOUTH OF FANCHER CREEK, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS. ALTERATIONS ASSOCIATED WITH SAID LAND AS DISCLOSED BY FRESNO METROPOLITAN FLOOD CONTROL DISTRICT RESOLUTION NO. 1816. RECORDED: JULY 31, 1995 AS DOCUMENT NO. 95092128, OFFICIAL RECORDS. BEGINNING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER OF NORTHWEST QUARTER, THENCE NORTH ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER OF NORTHWEST QUARTER A DISTANCE OF 160 FEET TO THE CENTER LINE OF FANCHER CREEK AS NOW LOCATED THENCE EASTERLY ALONG THE CENTER LINE OF SAID FANCHER CREEK AS NOW LOCATED, TO THE EAST LINE OF SAID 2. AN EASEMENT AFFECTING ALL OF THE LAND HEREIN STATED FOR THE PURPOSES HEREIN STATED, AND INCIDENTAL PURPOSES, SOUTHWEST QUARTER OF THE NORTHWEST QUARTER; THENCE SOUTH ALONG THE EAST LINE OF SAID PARCEL A DISTANCE OF 148 IN FAVOR OF. FRESNO CANAL AND IRRIGATION COMPANY FEET TO THE SOUTHEAST CORNER OF SAID SOUTHWEST QUARTER OF NORTHWEST QUARTER, THENCE WEST TO THE POINT OF FOR: CANAL AND BRANCHES TO BE CONSTRUCTED WITHIN 6 YEARS FROM JUNE 16, 1873, OF PROPER WIDTH NOT BEGINNING TO EXCEED 200 FEET RECORDED: IN BOOK J OF DEEDS, PAGE 36 APN: 313-270-01 PARCEL 2 3. A DOCUMENT ENTITLED "STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT AND ANNEXATION TO THE CITY OF FRESNO" RECORDED MAY 21, 1981 IN BOOK 7726 PAGE 438, AS DOCUMENT NO. 46037 OF OFFICIAL RECORDS. AFFECTS: A PORTION OF THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 3 PARCEL B OF LOT LINE ADJUSTMENT 2005-22, AS APPROVED ON NOVEMBER 23, 2005, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: 4. A DOCUMENT ENTITLED "STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT AND ANNEXATION TO THE CITY OF FRESNO" THE NORTH HALF OF THE WEST HALF OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 14 SOUTH, RANGE 21 EAST, MOUNT RECORDED MAY 21, 1981 IN BOOK 7726 PAGE 450, AS DOCUMENT NO. 46040 OF OFFICIAL RECORDS. DIABLO BASE AND MERIDIAN, IN THE CITY OF FRESNO, COUNTY OF FRESNO, STATE OF CALIFORNIA, ACCORDING TO THE OFFICIAL PLATS AFFECTS. A PORTION OF THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 3 THEREOF, A RESURVEY OF THE SOUTHWEST QUARTER OF SAID SECTION 3 HAVING ALSO BEEN RECORDED MAY 24, 1937, IN BOOK 13, PAGE 6 OF RECORD OF SURVEYS, FRESNO COUNTY RECORDS. 5. ANY EASEMENTS NOT DISCLOSED BY THOSE PUBLIC RECORDS WHICH IMPART CONSTRUCTIVE NOTICE AS TO MATTERS AFFECTING TITLE TO TOGETHER WITH; REAL PROPERTY AND WHICH ARE NOT VISIBLE AND APPARENT FROM AN INSPECTION OF THE SURFACE OF THE HEREIN STATED LAND. THE SOUTH HALF OF THE WEST HALF OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 14 SOUTH, RANGE 21 EAST, MOUNT DIABLO BASE AND MERIDIAN, IN THE CITY OF FRESNO, COUNTY OF FRESNO, STATE OF CALIFORNIA, ACCORDING TO THE OFFICIAL PLATS THEREOF, 6. THE TERMS, COVENANTS, PROVISIONS AND CONDITIONS CONTAINED IN THE UNRECORDED OPTION TO PURCHASE AS DISCLOSED BY MEMORANDUM OF AGREEMENT EXCEPTING THEREFROM THE NORTHERLY 80.00 FEET OF THE SOUTHERLY 295.00 FEET OF THE WESTERLY 205.00 FEET THEREOF. DATED: OCTOBER 14, 2004 SELLER: FANCHER CREEK PROPERTIES, LLC, A CALIFORNIA LIMITED LIABILITY COMPANY ALSO EXCEPTING THEREFROM ANY INTEREST OF THE COUNTY OF FRESNO IN AND TO THE SOUTHERLY 30.00 FEET OF SAID LAND AS BUYER: CENTEX HOMES, A NEVADA GENERAL PARTNERSHIP SET FORTH IN THE DEED RECORDED APRIL 15, 1891, IN BOOK 129, PAGE 363 OF DEEDS. RECORDED: OCTOBER 17, 2003, AS DOCUMENT NO. 2003-0251885, OF OFFICIAL RECORDS ALSO EXCEPTING THEREFROM THAT PORTION OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 14 SOUTH, RANGE 21 EAST, 7. A STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT DEFERRING CERTAIN SEWER CONNECTION CHARGES, WATER CONNECTION MOUNT DIABLO BASE AND MERIDIAN, DESCRIBED AS FOLLOWS. CHARGES, URBAN GROWTH MANAGEMENT FEES AND DEVELOPMENT FEES TO THE TIME OF ISSUANCE OF CERTIFICATE OF OCCUPANCY AND CREATION OF LIEN FOR THE FINAL MAP OF TRACT NO. 5685, RECORDED ------- DOCUMENT NO. --- _______, BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 3; THENCE (1), ALONG THE WEST LINE OF SAID SECTION 3, NORTH 0'09'44" OFFICIAL RECORDS OF FRESNO COUNTY. EAST, 80.94 FEET, THENCE (2), NORTH 83'23'50" EAST, 40.28 FEET, THENCE (3), FROM A TANGENT WHICH BEARS SOUTH 0'09'44" WEST, SOUTHEASTERLY, ALONG A CURVE TO THE LEFT, WITH A RADIUS OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF 93'4422'; AN 8. A STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT PROVIDING SPECIAL SOLID WASTE DISPOSAL SERVICES FOR CERTAIN LOTS ARC DISTANCE OF 40.90 FEET TO A POINT OF REVERSE CURVATURE WITH A CURVE HAVING A RADIUS OF 8053.00 FEET, THENCE (4), WITHIN THE FINAL MAP OF TRACT NO. 5685, RECORDED ------, DOCUMENT N0. ____ -------- OFFICIAL RECORDS OF EASTERLY ALONG LAST SAID CURVE THROUGH A CENTRAL ANGLE 12533'; AN ARC DISTANCE OF 200.42 FEET TO A POINT OF FRESNO COUNTY. COMPOUND CURVATURE WI7H A CURVE HAVING A RADIUS OF 2042.00 FEET; THENCE (5), EASTERLY ALONG LAST SAID CURVE 9. A STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT FOR THE MAINTENANCE OF LANDSCAPING, IRRIGATION SYSTEMS, TRAIL AND THROUGH A CENTRAL ANGLE 10'47'20", AN ARC DISTANCE OF 384.51 FEET; THENCE (6), SOUTH 8121'45" EAST, 123.30 FEET, THENCE OPEN SPACES FOR THE FINAL MAP OF TRACT NO. 5685, RECORDED _, DOCUMENT N0. OFFICIAL (7), SOUTH 0'01'27" EAST, 30.00 FEET TO THE SOUTH LINE OF SAID SEC7DON 3, THENCE (8), ALONG SAID SOUTH LINE, SOUTH RECORDS OF FRESNO COUNTY. 89'58'33" WEST, 772.20 FEET TO THE POINT OF BEGINNING. 10. A STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT ACKNOWLEDGING RIGHT—TO—FARM LAW FOR THE FINAL MAP OF TRACT NO. ALSO EXCEPTING THEREFROM ALL THAT PORTION OF THE WEST 414.00 FEET OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 5685, RECORDED --- ------- DOCUMENT NO. ____ ------- OFFICIAL RECORDS OF FRESNO COUNTY. 14 SOUTH, RANGE 21 EAST, MOUNT DIABLO BASE AND MERIDIAN, ACCORDING TO THE OFFICIAL PLATS THEREOF, MORE PARTICULARLY 11. A STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT REQUIRING FIRE PROTECTION MEASURES TO BE PROVIDED AND MAINTAINED ON DESCRIBED AS FOLLOWS. LOTS WITHIN THE FINAL MAP OF TRACT NO. 5685, RECORDED DOCUMENT N0. ____ -------- OFFICIAL BEGINNING AT A POINT ON THE WEST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 3, SAID POINT BEING NORTH 0'09'44" RECORDS OF FRESNO COUNTY. EAST, A DISTANCE OF 1320.44 FEET FROM THE SOUTHWEST CORNER OF SAID SECTION 3, THENCE NORTH 89-22'50- EAST A DISTANCE OF 414.04 FEET TO A POINT ON A LINE 414.00 FEET EAST OF AND PARALLEL TO THE WEST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 3; THENCE SOUTH 0'09'44" WEST ALONG A LINE 414.00 FEET EAST OF AND PARALLEL TO THE WEST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 3, A DISTANCE OF 1254.13 FEET TO A POINT ON A NON—TANGENT CURVE CONCAVE TO THE SOUTH HAVING A RADIUS OF 2042.00 FEET, TO WHICH POINT A RADIAL LINE BEARS NORTH 1 5853" EAST, THENCE WESTERLY ALONG SAID CURVE A DISTANCE OF 147.29 FEET THROUGH A CENTRAL ANGLE 4'07'58" TO THE BEGINNING OF A NON—TANGENT CURVE CONCAVE TO THE SOUTH HAVING A RADIUS OF 8053.00 FEET, TO WHICH BEGINNING A RADIAL LINE BEARS NORTH 2'09'05" WEST; THENCE WESTERLY, ALONG SAID CURVE A DISTANCE OF 200.42 FEET THROUGH A CENTRAL ANGLE OF 125'33" TO THE BEGINNING OF A REVERSE CURVE CONCAVE TO THE NORTHEAST HAVING A RADIUS OF 25.00 FEET, A RADIAL LINE THROUGH SAID BEGINNING OF REVERSE CURVE BEARS SOUTH 3'3438" EAST, THENCE NORTHWESTERLY ALONG SAID CURVE A DISTANCE OF 40.90 FEET THROUGH A CENTRAL ANGLE OF 934422" TO A POINT ON A LINE 40.00 FEET EAST OF AND PARALLEL TO THE WEST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 3, THENCE SOUTH 83'23'50" WEST A DISTANCE OF 40.28 FEET TO A POINT ON THE WEST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 3, SAID POINT BEING NORTH 0'09'44" EAST, A DISTANCE OF 80.94 FEET FROM THE SOUTHWEST CORNER OF SAID SECTION 3, THENCE NORTH 0'09'44" EAST ALONG THE WEST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 3, A DISTANCE OF 134.06 FEET, THENCE NORTH 89 58'33" EAST ALONG A LINE 215.00 FEET NORTH OF AND PARALLEL TO THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 3, A DISTANCE OF 205.00 FEET, THENCE NORTH 0'09'44" EAST ALONG A LINE 205.00 FEET EAST OF AND PARALLEL TO THE WEST LINE OF THE SOUTHWEST QUARTER OF SAID SEC77ON 3, A v 8405 NORTH FRESNO STREET DISTANCE OF 80.00 FEET; THENCE SOUTH 89'5833" WEST ALONG A LINE 295.00 FEET NORTH OF AND PARALLEL TO THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SEC77ON 3, A DISTANCE OF 205.00 FEET TO A POINT ON THE WEST LINE OF THE SOUTHWEST EMU SUITE 300 QUARTER OF SAID SECTION 3, THENCE NORTH 0'09'44" EAST ALONG THE WEST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION FRESNO,CA 93720 3, A DISTANCE OF 1025.44 FEET TO THE POINT OF BEGINNING. TEL- (559) 449-2400 FAX:(559) 435-2905 Quad Knopf WEBSITE:wwwxpadknopf com L:\Projects\2003\03054\Acad\Final Map\03054 phase 2\03054FM phase2.DWG 1/17/2006 1:56:33 PM PST SHEET 2 OF 8 FEMAL MAP OF LEGEND • MONUMENT FOUND AS DESCRIBED EAST BELMONT AVENUE PHASE 2 OF TENTATIVE MAP NO. 5232 R 1 RECORD DATA PER PARCEL MAP NO. 5387 - - S89'51'48"E 2650.49' (S89'51'55"E 2650.38' R2) - - RECORDED IN BOOK 36 OF PARCEL MAPS, AT PAGE 1325.25' 1325.24' 5685 FjkNCFMR CREEK 66, F.C.R., OR CALCULATED THEREFROM NORTHWEST COR. SEC. 3-14/21 R2 RECORD DATA PER TRACT NO. 3748 RECORDED IN FOUND 3/4" IRON PIPE, TAGGED NORTH 1/4 COR. SEC. 3-14/21 IN THE CITY OF FRESNO,COUNTY OF FRESNO, STATE OF CALIFORNIA VOLUME 45 OF PLATS, AT PAGES 6-8, F.C.R., OR RCE 23828 FLUSH IN PAVEMENT. FOUND F.C.B.C.M. IN HIGHWAY WELL. SURVEYED AND PLATTED IN JUNE 2005 BY QUAD KNOPF INC. CALCULATED THEREFROM VERIFIED TIES PER C.R. 6153. VERIFED TIES PER C.R. 4658. CONSISTING OF 8 SHEETS R4 RECORD DATA PER TRACT NO. 4677 RECORDED IN SHEET 3 OF 8 VOLUME 59 OF PLATS, AT PAGES 76 AND 77, CURVE TABLE CURVE TABLE CURVE TABLE LINE TABLE F.C.R., OR CALCULATED THEREFROM CURVE DELTA RADIUS LENGTH CURVE DELTA RADIUS LENGTH CURVE DELTA RADIUS LENGTH LINE LENGTH BEARING C.R. CORNER RECORD ON FILE WITH FRESNO COUNTY C1 0'30'08" 8053.00' 70.59' C79 8'23'30" 320.00' 46.87' C157 3238'12" 45.00' 25.63' L1 26.56 N45'00'10"E SURVEYOR C2 021'21" 8053.00' 50.01' C80 90100'00" 320.00' 502.65' C158 35'1829" 250.00' 154.06' L2 27.59 N45'00'10"E O.R.F.C. OFFICIAL RECORDS OF FRESNO COUNTY C3 0'13'15" 8053.00' 31.04' C81 2648'19" 270.00' 126.32' C159 15'12'48" 305.00' 80.98' L3 17.45 N44 59'50"W o cd " , r, „ o0 C4 1'04'44"" 8053.00 151.64 C82 26 2054" 270.00 124.16' C162 753'05�� 36.50' 5.02' L4 1745 N45 00�10"E C.F. CALCULATED FROM 061 N C5 22 58 33 40.00 16.04 C83 2511 22 270.00 118.70 C163 7 53 05 84.00 11.56 L5 17 46 N44 59 50 W d- F.C.R. FRESNO COUNTY RECORDS N � C6 44'02'55" 40.00 30.75' C84 11'3925" 270.00' 54.93' C164 23'4636" 435.00' 180.52' L6 6.39 N00'00'10'E _ N r rr , , , „ , , , „ , , r „ C7 22 58 32 40.00' 16.04' C85 90,00,00" 270.00 424.12 C165 20 28 25 410.00 146.51 L7 1746 N45'0010 E o N � C8 90,00,00" 40.00 62.83 C86 3234'02" 45.00 25.58 C166 144'40'25" 4.33 10.93 L8 1746 N45'00 38 E 'Qoo C9 13'00'11" 40.00 9.08' C87 3 57'21" 50.00' 3.45' C167 187'54'52" 47.00' 154.15' L9 21.21 N44 59'50"W _ w C10 7659'49" 40.00' 53.75' C88 50'28'50" 50.00' 44.05' C168 615925" 53.00' 57.34' L10 21.21 N45'00'10"E RADIAL TABLE RADIAL TABLE rn t C11 90'00'00" 40.00' 62.83' C89 44'50'53" 50.00' 39.14' C169 24751" 412.00' 20.12' L11 21.21 N44 59'50"W RADIAL BEARING RADIAL BEARING N o N C12 75'30'21" 40.00' 52.72' C90 55'08'10" 50.00' 48.12' C170 6'59'12" 412.00' 50.24' L12 17.46 N45'00'10"E R1 S8959'50'E R63 N57'21'57"E N C13 454'03" 625.00' 53.46' C91 154'05'14" 50.00' 134.76' C171 2'12'19" 455.00' 17.51' L13 17.97 N42'1958"E R2 N67'01'37"E R64 S895950"E C14 45244" 625.00' 53.22' C92 3238'13" 45.00' 25.63' C172 1'4322" 412.00' 12.39' L14 17.46 N4459'50"W R3 N22'58'42"E R65 S5721'38"E o 13 C15 9'46'47" 625.00' 106.68' C93 32'38'12" 45.00' 25.63' C173 1130'25" 412.00' 82.74' L15 16.53 N52'49'16"W R4 N00'00'10"E R66 N00'00'10"E , n , r , , , r . r " , n r " O � C16 3831 37 40.00 26.90 C94 35'50'13" 50.00 31.27 C174 753;05" 61.00 8.39 L16 21.21 N45 00 10 E R5 S00'45 36 E R67 N3238 03 W o 0 C17 51'2823#; 40.00 35.93 C95 5339;53 50.00 46.83 C175 753'05" 59.50 8.19 L17 1Z45 N44 59 50 W R6 S00 2416E R68 N42 32 22 E C18 90'00'00" 40.00' 62.83' C96 51'58'31" 50.00' 45.36' C176 529'10" 500.00' 47.88' L18 17.46 N45 00'07"W R7 S0O'11'00"E R69 S02'21'20"W C19 22317 600.000 25.01' C97 13'47'48�� 50.00' 12.04' C177 5'4355" 500.00' 50.02' L19 17.45 N45'00'10 E R8 NOO'00'10"E R70 S863327"E C20 17'0128 600.00 178.28 C98 155'16'26" 50.00 135.50 C178 5'43 55 500.00 50.02 L20 1.23 N00'04 08 E R9 N13'00 01 W R71 NO2'21'01 W " r r , „ r , " " " WEST 114 COR. SEC. 3-14/21 CENTER 114 COR. SEC. 3-14/21 C21 19 24 45 600.00 203.29 C99 32-38'13"r 45.00 25.63 C179 6'44 07 500.00 58.78 L21 11.08 NDO'0408"E R10 N89'S9 50"W R72 S4232'03 E � FOUND 3/4" OPEN IRON PIPE � � C22 1'19 26 255.00 5.89 Ci00 2 46 06 45.00 2.17 C180 9'46 41 500.00 85.33 L22 17.45 N44 59 50 W R11 N00 00 10 E R73 S00 0010 W DOWN 6". VERIFIED TIES PER C.R. FOUND 1-i/2" OPEN IRON PIPE. C23 18'05'19 255.00' 80.51' C101 3946'07" 45.00' 31.23' C181 4'51'45" 500.00' 42.43' L23 1745 N45'00'10"E R12 N28 23'03"E R74 S18 50'15"E VERIFIED TIES PER C.R. 2219. 5604 C24 19 24'45" 255.00' 86.40' C102 4232'13" 45.00' 33.41' C182 38'19'33" 500.00' 334.46 L24 17.46 N44 59'45"W R13 N67 59'03"E R75 S00'00'10"W C25 10'5242" 230.00' 43.67' C103 40'11'02" 50.00' 35.07' C183 90100'00" 295.00' 463.38' L25 17.45 N45'00'10"E R14 S8959'50"E R76 S042553"W C26 1'09'49" 575.00' 11.68' C104 954734" 50.00' 83.59' C184 22'01;07" 40.00' 15.37' L26 17.45 N44 59'50"W R15 S89'59'10"W R77 N04 2553"E C27 5'43'19" 575.00' 5742' C105 885447" 50.00' 77.59' C185 3936'00" 40.00' 2765' L27 18.38 N39'06'19"E R16 N6324'01"W R78 N14'48'57"E - '" N89'51'43"E 2645.13' (S89'52'02"W 2644.93' R2) C28 5'42'30" 575.00' 57.29' C106 40'11'02 50.00' 35.07' C186 282253" 40.00' 19.81' L28 17.46 N44 59'04"E R17 N174653"W R79 N1336'08"E - - - - - - - - - C29 5'41'40" 575.00' 57.15' C107 265'0425" 50.00' 231.32' C187 90100'00" 40.00' 62.83' L29 17.46 N44 59'50"W R18 N00'00'10"E R80 NO2 5623"E .l C30 1'07'28" 575.00' 11.28' C108 42'32'12" 45.00' 33.41' C188 17'47'03" 40.00' 12.42' L30 17.46 N45'00'26"E R19 S8959'50"E R81 NO3'10'29"E C31 19'2446" 575.00 194.82' C109 42'32"13�� 45.001 33.41' C189 4537'08" 40.00' 31.85' L31 17.10 NO3'29;02"E R20 S02'45"56�"E R82 N13'13'09"E C32 7 53 41 280.00 38.58 C110 40'11'02 50.00 35.07 C190 2635'49'j 40.00 18.57 L32 18.90 N76 23 22 W R21 N38'19 23 W R83 S1111'1 7 W w C33 11'31'05" 280.00' 56.29' C111 95'4734" 50.00' 83.59' C191 90100'00" 40.00' 62.83' L33 2.89 NOO'00'10"E R22 N00'00'10"E R84 S07'31'24"W C34 19'2446" 280.00' 94.87' C112 102'5300" 50.00' 89.78' C192 63923" 2042.00' 23723' L34 21.21 N44 59'50"W R23 N0223'07"W R85 NO2'21'01"W C35 26'14'37" 119.00' 54.51' Ci 13 26'12'49" 50.00' 22.88' C193 16'02'47" 625.00' 175.04' L35 35.01 N8959'50"W R24 N05'41'58"W R86 S863327"E C36 85229" 181.00' 28.04' C114 265'04'26 50.00' 231.32' C194 29'31'45" 675.00' 347.88' L36 12.39 N38 54'47"W R25 N10 36'01"W R87 S4232'03"E 'z C37 14'00'29" 181.00' 44.25' C115 42'32'12" 45.00 33.41' C195 3032'16" 45.00' 23.98' L37 21.97 N38 54'47"W R26 N1528'45"W R88 N42 3222"E C38 10'38'43" 181.00' 33.63' C116 4'25'43" 625.00' 48.31' C196 99'10'51" 50.00' 86.55' L38 8.25 N43'17'12"E R27 N19 24'36"W R89 N00 00'10"E _ C39 33'31'40" 181.00' 105.92' C117 7'51'34" 625.00' 85.73' C197 60'2953" 50.00' 52.79' L39 33.53 N43'1 7'12"E R28 S19 58'21"E R90 S4232'03"E C40 14'43 30 500.00 128.50 0118 1'18 41 625.00 14.31 C198 156'31'47" 50.00 136.60 L40 23.91 N512813 W R29 S10 52 32 E R91 S00'00 1 D W C41 03827" 500.00' 5.59' C119 13'3558" 625.00' 148.35' C199 3410'58" 45.00' 26.85' 141 28.44 N51*50'55"W R30 S00'00'10"W R92 N16 20'26"W C42 6'14'06" 500.00' 54.41' C120 4'18'17" 675.00' 50.71' C200 3'31'54" 975.00' 60.10' L42 16.52 N45'1 1'40"W R31 N00'00'10"E R93 S89 59'50"E N. N C43 17'01'07" 500.00' 148.52' C121 6'21'28 675.00' 74.90' C201 4 59'49" 975.00 85.03' L43 1749 N44'47'49"E R32 N05 29'00"W R94 S16 20'45"W w. Lu C44 3837'09" 500.00' 337.02' C122 2 56'13" 675.00' 34.60' C202 4'12'32" 975.00' 71.62' L44 17.46 N44 59'45"W R33 N11'12'55"W R95 N423222"E o 00 N C45 173'01'18" 12.35' 3729' " ' " " ' " " C123 1335 58 675.00 160.21 C203 12'44 15 975.00 216.75 L45 17.46 N45'0010 E R34 N16 56 50 W R96 N00'00 10 E o C46 3'01'02" 823.00' 43.34' C124 3'10'19" 625.00' 34.60' C204 3'28'51" 1025.00' 62.27' L46 1746 N44 59'50"W R35 N23'40'57"W R97 S8638'53"E o o N C47 658'03" 626.00' 76.13' C125 10'02'40" 625.00' 109.57' C205 35757 1025.00' 70.95' L47 14.14 N45'00'10"E R36 NOO'00'10"E R98 583'03'29"E ? 1 C48 7'35'20" 650.00' 86.09' C126 13'12'59" 625.00' 144.17' C206 3 55'17" 1025.00' 70.15' L48 1746 N45'01'00"E R37 N89'S9'S0"W R99 N82'49'53"W C49 7'35'20" 800.00' 105.96' C127 13 3558" 650.00' 154.28' C207 3'53'46" 1025.00' 69.70' L49 17.46 N45'00'03"W R38 S8107'41"W R100 N86 26'43"W I ,oma 000 C50 4'00'30" 674.00' 47.15' C128 224'51 650.00' 27.39' C208 1'30'39" 1025.00' 27.03' L50 4.40 N8959'50"W R39 S67'07'12"W R101 N8845'15"W ^ I ^ o �- " C129 11'11'07" 650.00' 126.89' C209 16'46'29" 1025.00' 300.09' L51 17.46 N44'59'50"W R40 S56'28'29"W R103 S82'24'49"W `V C51 4'09'1 7 674.00 48.87 ,�, N I� " C210 12'47'13" 625.00' 139.48' L52 17.45 N4459'11"E R41 S63'4533"W R104 S5T21'57"W C52 8'09 47 674.00 96.03 C130 13 35 58 650.DO 154.28 C53 0'0619" 777.00' 1.43' C131 7 31'14" 6 75.00' 88.60' C211 11'1221" 625.00' 122.24' L53 7.31 N54 2854"W R42 S46'19'11"W R105 N89 59'50"W 00 „ , r „ , r " r n " o � SCALE: 1"= 200' C54 3 42 34 77700r 50.30 C132 42 32�12�� 45.00 33.41 C212 23 59 34 625.00 261.72 L54 1746 N45'00�10 E R43 N48 20 59��W R106 N3238 22�E o O C55 3'41'28" 777.00 50.06 C133 26 11 37 50.00 22.86 C213 9'15'58" 6 75.00 109.16 L55 1762 N62 40 09 E R44 N63'04 29 W R107 N00'00 1 D E Z 0 0 400 800 C56 0 3926" 777.00' 8.91' C134 106'20'35" 50.00' 92.80' C214 7'03'10" 675.00' 83.09' L56 17.25 N34 5854"W R45 N634256"W R108 S113957"E z C57 8'09'47" 777.00' 110.70' C135 106 20'36" 50.00' 92.80' C215 16'19'08 675.00' 192.25' L57 18.92 N38'09'43"W R46 N6957'02"W R109 S1842'18"W N C58 43'40'59" 150.00' 114.36' C136 26'11'37" 50.00' 22.86' C216 16'0247" 650.00' 182.04' L58 16.91 N48'53'10"E R47 S89'5950"E R110 S71'06'09"E C59 46'19'01" 455.00' 367.82' C137 265'0425" 50.00' 231.32' C217 422'40" 650.00' 49.66 L59 26.93 N54 2854"W R48 S89 59'50"E R111 S73'13'21"E d- C60 43'40'59" 455.00' 346.90' C138 6 56'21" 675.00' 81.75' C218 30'22'15" 650.00' 344.55' L60 2.73 N54 2823"W R49 S89 5950"E R112 S4031'21"E r u , , *28'37" r „ , r , „ , , , " r „ , ,r N C61 90'00 00 455.00 714.71 C139 128 37,r 675.00. 17.40; C219 34 4455 650.00, 394.21' L61 17.46 N44 59 50,W R50 S85 5940"W R113 N17'03 08��W ►� SOUTH 1/4 COR. SEC. 3-14/21 FOUND C62 23341" 410.00 18.33 C140 8 24 58 675.00 99.15 C220 18'53'42" 1000.00 329.78 L62 17.46 N45'00 1 D E R51 S8150 23 W R114 N1 29 08 E BRASS DISK IN PAVEMENT WITH "X" IN C63 13'0558" 410.00' 93.74' C141 4 51'51" 625.00' 53.06' C221 7'06'14" 500.00' 61.99' L63 24.47 N5444'07"W R52 S81'56'42"W R115 S83 59'50"E CENTER, DOWN 2". VERIFIED TIES PER C.R. C64 13'16'40" 410.00' 95.01' C142 333'07 625.00' 38.75' C222 82427' 500.00 73.37' L64 1746 N45'00'10"E R53 N83'02'07"E R116 S7442'19"E 4470. C65 13'2323" 410.00' 95.82' C143 82458 625.00' 91.81' C223 825'09" 500.00' 73.47' L65 10.77 N45'00'45"W R54 N8539'16"E R117 S782925"E C66 132554" 410.00' 96.12' C144 3'20'57" 625.00' 36.53' C224 9'04'38" 500.00' 79.21' L66 9.95 N48'45'51"E R55 S89*59'50"E R118 S81'17'16"E - 1319.49' (1319.46' R1)- - " r r " r r " ,r , „ - - C67 1324'07" 410.00' 95.90 C145 5'0401 625.00' 55.27 C225 19'25'07"„ 500.00' 169.45, L67 17.26 N43'48,39"W R56 S1619 33 W R119 N59'44 27"W r 1319.50' (1319.46' R1) C68 13'18 07 410.00 95.19 C146 82458" 625.00 91.81 C226 53'00'54" 455.00 421.01 L68 20.09 N89 59 50 W R57 N86 58 09 W R120 S89 59 50 E N89'49'00" 2638.99' (S89'49'00"W 2638.92' R1) C69 732'09" 410.00' 53.92' C147 1'15'01" 675.00' 14.73' C227 55'13'13" 455.00' 438.52' L69 14.07 N45*1732"W R58 N8653'09"E R121 S89 59'50"E WIS OF BEARINGS C70 90'00'00" 410.00' 644.03' C148 5'5522" 675.00' 69.78' C228 52 2529" 500.00' 45749' L70 20.10 N8959'50"W R59 S89 5957"E R122 S82'07'05"W SOUTHWEST COR. SEC. 3-14/21 EAST SINGS CANYON ROAD C71 90'00'07" 40.00' 62.83' C149 114;35n 6 75.00' 14.64' C229 42'32'13" 45.00' 33.41' L71 20.00 N89 59'50"W R60 SOO'46'51"E 8123 N33 27'38"W FOUND 1" IRON PIPE, TAG ILLEGIBLE, (STATE HIGHWAY 180) C72 11'39'30 320.00' 65.11' C150 82458" 675.00' 99.15' L72 10.77 N44 5954"W R61 N31'47'11"E R124 N594427"W FLUSH IN PAVEMENT. VERIFIED TIES C73 11'39'30" 320.00' 65.11' C151 82459" 650.00' 95.48' L73 1746 N45'00'06"E R62 N27'49'50"E PER C.R. 5637. C74 1139'30 320.00' 65.11' C152 8 2459" 650.00' 95.48' L74 33.93 N89 59'50"W L 75 16.49 N53'13 49 W TRACT NO C75 11'393 0" 320.00' 65.11' C153 32'38'13" 45.00' 25.63' " C76 1139'30 320.00' 65.11' C154 78'4554" 50.00' 68.74' L76 18.34 N40 27'03"E C77 1139'30" 320.00' 1 65.11' C155 76'30;31" 50.00' 66.77' L77 17.34 N28'43'45"W C78 11'39'30" 320.00' 65.11' C156 155'16'25" 50.00' 135.50' SHEET 3 OF 8 L:\Projects\2003\03054\Acad\Final Map\03054 phase 2\03054FM phose2.DWG 1/17/2006 1:56:33 PM PST FENAL MAP OF TRACT I NO,, 5685 o TRACT NO.3748 VOLUME 45 OF PLATS 06 PHASE 2 OF TENTATIVE MAP NO. 5232 AT PAGES 6-8,F.C.R. N FANCHER CREEK 3 EASEMENT TO BE DEDICATED CENTERLINE OF FANCHER CREEK L-1 TO FRESNO IRRIGATION AS LOCATED BY FIELD SURVEY IN RECORD OF SURVEY o I L-2 IN THE CITY OF FRESNO,COUNTY OF FRESNO, STATE OF CALIFORNIA BOOK 20 OF R.S. ,moDISTRICT FOR CANAL APRIL 2005 o. L-3 MAINTENENCE PURPOSES PER 'L�oo6S SURVEYED AND PLATTED IN JUNE 2005 BY QUAD KNOPF INC. AT PAGE 32,F.c.R . Z L_4 THIS MAP _ _ - , L-6 CONSISTING OF 8 SHEETS o 060- _/ S81¢4'14'E SHEET 4 OF 8 ti °�' 06°� 3�"6° 3��" ti's' _ \ s00'03'46"W �0� �,4 '�05 Q,y� o� pyo o tip` Q _ `� / 44.66' SEE DETAIL "A" I S89 51'43"W 1322.43' (N89 58'31"W 1322.33' R4) �� 1 LEGEND EAST_TULARE AVENUE PG&E EASEMENT RECORDED FOUND 3/4 IRON PIPE MONUMENT FOUND AS DESCRIBED FEBRUARY 3, 1983 AS DOCUMENT FLUSH, NO TAG 0.16 .. NO. 83009400 O.R.F.C. "EAST OF LINE • FOUND 3 4 IRON PIPE TAGGED RCE 26996 WEST 1/4 . SEC. 3-14/21 FOUND 3 4 IRON PIPE, ----..� �� pOl��2� / / FOUND 3/4" OPEN IRON PIPE, FLUSH, NO TAG 0.10' J , AGF�q9p sly OO FOUND 3/4" IRON PIPE, TAGGED RCE 30501 DOWN 6". VERIFIED BES PER EAST OF LINE � �I 4��BA T C.R. 5604 R1 RECORD DATA PER PARCEL MAP NO. 5387 RECORDED IN BOOK 36 OF PARCEL MAPS, AT PAGE 313-021-18 40' PUBLIC RIGHT OF WAY EASEMENT ,' �3 FOUND 3/4" IRON PIPE, FLUSH, 0.11' 66, F.C.R., OR CALCULATED THEREFROM RECORDED IN BOOK 3875, P E 405 `' FANCHER CREEK ELEMENTARY SCHOOL EAST OF LINE INSTRUMENT N0.890fi6017 DOCUMENT N0. 6499 O.R.F.C. & OK 3016, rn R2 RECORD DATA PER TRACT NO. 3748 RECORDED IN PAGE 48 DOCUMENT NO. 28215 O.R.F C. PG&E EASEMENT RECORDED AUGUST VOLUME 45 OF PLATS, AT PAGES 6-8, F.C.R., OR `n 2S 12, 1997 AS DOCUMENT N0. " CALCULATED THEREFROM I FOUND 3/4 IRON PIPE, TAGGED RCE 97102753 O.R. NO WIDTH SPECIFIED 1 30501, UP 6" PER R3, 0.16' WEST R3 RECORD DATA PER TRACT NO. 5123 RECORDED IN PARCEL B` 2� OF LINE VOLUME 68 OF PLATS, AT PAGES 41-43, F.C.R., OR LOT LINE ADJUSTMENT05-22 CALCULATED THEREFROM w LO j 11 ��--••�� INSTRUMENT No. 2005-0282845, O.R.F.C. FOUND 3/4" IRON PIPE, FLUSH R4 RECORD DATA PER LOT LINE ADJUSTMENT 2005-22, �+ \ 12 INSTRUMENT No. 2005-0282845, O.R.F.C., OR Z �\ 0.11' WEST OF LINE CALCULATED THEREFROM u' 13 FOUND 3/4" IRON PIPE, FLUSH LINE TABLE vN, R5 RECORD DATA PER TRACT NO. 5170 RECORDED IN LINE BEARING LENGTH ^M 0.12 EAST OF LINE 0 VOLUME 69 OF PLATS, AT PAGES 47 & 48, F.C.R., IN N8 BEARING 6 NGT � FOUND 3/4" IRON PIPE, TANQ RCE OR CALCULATED THEREFROM L-2 S89'43'32"E 36.67' 26996, DOWN 12" 0.12' WESTERLY OF LINE \ TRACT NO.5123 L-3 S8521'20"E 35.05' VOLUME 68 OF PLATS C.R. CORNER RECORD ON FILE WITH FRESNO COUNTY L-4 S8352'50"E 24.27 67.34' (67.34' R3 AT PAGES 41-43,F.C.R. SURVEYOR L-5 S78 27'20"E 140.39' L-6 N86'15'18"E 18.89' PARCEL A w � O.R.F.C. OFFICIAL RECORDS OF FRESNO COUNTY L-7 N73'11'38"E 177.19' LOT LINE ADJUSTMENT NO.2005-07 0 L-8N88 20'16"E 148.46' INSTRUMENT NO.2005-0117599.O.R.F.C. F.C.R. FRESNO COUNTY RECORDS L-9 S73'42'13"E 149.77' PORTION OF APN 313-021-19 E4 L-10 N89'12'24"E 173.31' PA 1 Q PG&E EASEMENT RECORDED MAY 25, 1949, IN BK. L-11 N77'15'06"E 164.92' C 2760, PG. 337 AS DOCUMENT NO. 25837 O.R.F.C. Z / (N89 22'50"E 414.04' R4) GROSS: 66.03 ACRD'S RECORD LOCATION DOES NOT CORRESPOND TO POLE I S89'13'09"W 414.04' 1VET: 63.60 ACRD'S LOCATION. NO WIDTH OF EASEMENT SPECIFIED. �n °Q I o xCo P Q 40' PUBLIC ROAD EASEMENT RECORDED IN BOOK 3868, PAGE 289, DOCUMENT NO. 2845 O.R.F.C. & I lk � �5**v \ BOOK 3016, PAGE 50, DOCUMENT NO. 28215 O.R.F.C. LO 0414.00' FOUND 3/4" IRON PIPE, DOWN `0& PG 40' PUBLIC ROAD EASEMENT RECORDED o 14 , TAG ILLEGIBLE, 0.30 WEST N NOVEMBER 28, 1900 IN BOOK 245 PAGE C OF LINE �cc 6 276 OF DEEDS, F.C.R. o ter- d � I o 24 00 25 vi v 26 Imo. aONW 27 FOUND 3/4' IRON PIPE WITH I Ottoo"'a" o N PARCEL B `t28 N �'a N COTTON SPINDLE, NO TAG, DOWN 24" LOT LINE ADJUSTMENT NO.2005-07 I I o H N a 1.64 NORTH & 1.75 EAST OF SOUTHEAST N Z<? � / cW INSTRUMENT NO.2005-0117599.O.R.F.C. CORNER OF SW 1/4 OF PORTION OF APN 313-021-19 �- U o z 29 r•� NW 114 SEC. 3-14/21. CORNER v,N 'd' � ¢ u Ln N0.4677 o PREVIOUSLY ACCEPTED AS NW CDR. o a, Q Z W.. � 3 30 VOLUME 59 OF PLATS o PARCEL 1, PARCEL MAP NO. 5387. �► ¢ H z x AT PAGES 76&77,F.C.R. Z (RI). DID NOT ACCEPT. z O U 0 31 SE COR. OF THE SW 114 1.75 I H Q OF THE NW 114 SEC. 3-14/21 ( H O w 32 NOTHING FOUND. I I w o " 1322.5 9' 43 E 1_ - 1322.56'�- 33 FOUND 3/4" IRON PIPE, TAG , ACCEPTED IN LIEU OF 3 1322.43' 0.14' f 3 IRON ILLEGIBLEPIPE TAGGED RCE 2 996, PER4" S8949'00"W TRACT 4677, RECORDED IN VOL. 59 22.00' 1 35 OF PLATS, AT PAGES 76&77 F.C.R. 314" IRON\ I PUBLIC STREET EASEMENT RECORDED TAGGED RCE 26996,6996, DOWN PIPE,33", o � SEPTEMBER 11, 1995 AS DOCUMENT N. BURGAN AVE. NO RECORD. ACCEPTED AS SOUTHWEST COR. SEC. 3-14/21 / NO. 95114468 O.R.F.C. SOO'04 08 W FOUND L&T, TAGGED RCE NW COR. PARCEL 1, P.M. NO. 5387 (RI) ^ / FOUND 1" IRON PIPE, TAG ILLEGIBLE, �� 171.00' 26996 IN CONCRETE WALK IN, N / FLUSH IN PAVEMENT. VERIFIED TIES `o/ S8131'18"E 123.30' i PER C.R. 5637. 36 37 „ � i 1. _ (S8121 45 E 123.30 R4) SCALE: 1 = 200 _ - _ _- R-20�'�00� S00'1100"E 30.00' 2g,97' 0� 200 400' DETAIL"A" 1 / L=237-23 - _(SO'01'27"E 30.00' R4) 1 I_ NOT TO SCALE - - - - _- - - - - - - - - - - - - _ - - - - ROAD (STATE HIGHWAYNfffi9d "E 1319.50' (s8949'00 GS CANYON L:\Projects\2003\03054\Acad\Final Map\03054 phase 2\03054FM phose2.DWG 1/17/2006 1:56:33 PM PST EAST N SHEET 4 ��' 8 I r ZEND PPUE PLAN77NC AND PUBLIC UTILITY EASEMENT NOW * INDICATES AREA NOW OFFERED FOR R1 RECORD DATA PER PARCEL MAP NO. 5387 OFFERED FOR DEDICATION FOR PUBLIC USE DEDICATION FOR PUBLIC STREET AND UTILITY RECORDED IN BOOK 36 OF PARCEL MAPS, AT PAGE NOTES OF LE LANDSCAPE EASEMENT NOW OFFERED FOR PURPOSES 66, F.C.R., OR CALCULATED THEREFROM DEDICATION FOR PUBLIC USE1. SET 3/4" BY 30" IRON PIPE, 6" BELOW 3Q 15' EASEMENT FOR STORM DRAIN PURPOSES TD R4 RECORD DATA PER LOT LINE ADJUSTMENT 2005-22, SURFACE, TAGGED PLS 7985, AT ALL LOT 1' PE PEDESTRIAN EASEMENT NOW OFFERED FOR BE DEDICATED TO FRESNO METROPOLITAN INSTRUMENT No. 2005-0282845, O.R.F.C., OR CORNERS, BEGINNING AND ENDING OF CURVES, DEDICATION FOR PUBLIC USE FLOOD CONTROL DISTRICT PER THIS MAP CALCULATED THEREFROM AND ANGLE POINTS OF RIGHT OF WAY (R) RADIAL BEARING SEE SHEETS 15 AND 16 PHASE 2 OF TENTATIVE MAP NO. 5232 � BLUE BORDER INDICATES LIMITS OF SUBDIVISION r F)WCHER CREEK AAAAAA RELINQUISHMENT OF DIRECT ACCESS RIGHTS ✓- N -� I N �- IN THE CITY OF FRESNO,COUNTY OF FRESNO, STATE OF CALIFORNIA C24 99.83 186.00 1 252 10PPUE SURVEYED AND PLATTED IN JUNE 2005 BY QUAD KNOPF INC. 23 ' �, i N �, F CONSISTING OF 8 SHEETS ��E�t� - N _ EAST BECK 247.66' AVENUE N _. �0 10 SHEET 5 OF 8 10 AST BECK C22 C 52 50.00' 50.00 50.00'- 50.00 47.66 L6 NN8950'12"E 180.00' - E C21 L6 \ ��� w w w w w 43.36' on_ o o o o i � 0 1 ! C19 i ^ 229 230 p = 231 232 CL 251 8 PPUE ! 22 7 0 0, o 0 0 0 0 0 0 0 � o -. N89'S9'S0"W i t sr 0 8 PPUE 1 N C15 CD �4 S o ^ o � o ^ co ^ o R o co 0 N ' i , p O O CD .0 to p to O CO O ,� �O p p) , 105.31 125 25 00 o �� 0 0 0 0 � o ov 65.53 1 C - tl-�- z z z z z z g 13 5 52.66 52.66 !� 1'� t �, 8 PPUE 1 .- cn i0 d- o I N89 59 50 W TRACT No 5685 o �' �' j o o ' * *0 55.00 50.00 50.00 50.00' 50.00 60.00 o rn '►� 1 >/ Q- , `r N N89'S9'S0"W o 0 0 I� �, 194 � 185 25 25 195 I o p ^ 250 161 ^ 25 25 L6 ^ N _ 184to o \ 65.72 �.n d o .� ��, Lu :w w �u � � o N " 1'1 �k * d- 65.00 0 0 0 0 0 25 25 LO ,,� d. N89 59 50 W =k 1 �k i I 45. , I 6 (- ' `t ~ o o o ^ 221 I�i 65.47' r o `n co ) 65.00 65.00 00 N89 59 50 W 22 0 0 225 0 0 224 0 223 0 222w o / o \ o co 0 0 0 ,� Lu " 0 1 `� � o (aa o too o c0 0 °'too I * * N89 59'50"W 0 ,� oo 3 b oa W N89 59 50 W N89'59 50 W W N89 59 50 W + 0 1 f1 L "o� 1 z j z z z z I � , � I�I � I. I I- I o_ � o I o 0 1 7 V 10 � !� -L N89 59 50 W 65.07 0 0 0 0 I o 1�� o Ln / 65.72' oo' 193 0 186 0 o o l PE w `�� 4A,F&' 50.00' 50.00' _�D.O�' _�0 47.66, ��' � 249 0 N L20 i Z �, W "� I W I`n "' 65.00' 71 `� - 290.31' a I w 1 - 1, EN N89 59 50 W o 10' PPUE 0 1 / \N ` �; 65.00' 65.00' 65.00' N8959'S0"W /,_ `�' N 9' 9'50"W 365.00''u cy . �. 0 65.42 ,n 25 </ Z` 0 13 7 1"(31 N89 59'50"W 4, N89'59'S0"W N89 59'50"W �, I ., 8 5 -�- N89 59'50"W o * I o - 1 PE o o Q a o 197 N N 10' PPUEEAST BALCH AVENUE N 0 \� 0 1 PE rn .n 0 0 , 18 7 � p 182 0 � o � _ � 1 � 248 o p O �u �' - "� 0 290.31 �v �' �- 0 65.72 of I o I 192 I 0 �,` N I 1 I 00 0 to ►on o � o " 'n S 0 65.00 N o ''� 42.66 50.00 50.00 50.00 50.00 47.66 ! I r� J * J N89 59 50 W N o `�' o ►4 w z '-� yti �, �, w � w w �`' 65.36' r� 065.DO z 65.00 co ,,� N 65.00 �,, N89 59 50 W o N89-55'52"W(R) o " o " _ o a / o 0 0 0 0 0 0 0 1a W o 13 8 lb o [--� N89 59 50 W N89 59 50 W o N89 59 50 W o^ 0 a o . 0 . N89-59'50"W N 1 � z 198 � 215op21600217pP) Lfi0218po219po220 X25 25' w N 1 , � p p O O OO O O coo O O O O O L35 .� 22.00 E-4 r0 191 0 1 O S �0 18 o �n o 1 8' PPUE o 0 0 0 0 1 �k * 01 24 7 0 0 65.72 I I rQ l o I o f o o -{ z Z z z z Ln '�' � � , LO `n "' z 65.00 �. 1� o \ O N89 59'50"W 1 D PPUE 1 PE 1 PE a E-� 55.00' 50.00' 50.00' 50.00' 50.00' 60.00' N o W o o+I .�� _ 65.00' 65.00' :2 + 65.00 N89 59 50W o p4u'i _ r< o � 65.30 160 a 139 IIJ " N89 59'50"W N89 59'50"W N89 59'50"W o 1 °.°X0'0 w w N89 450 W w w o 1, N89 59'50"W ` p0 ^ / O O w N 1�0 O © 0 Q w E 0 180 0 I 1`0 I I � a � 1 1 .I N 214 00 213 p0 212 0 0 211 0 0 210wp0 209N 246 0 z ✓ 65.72 `1 , �' c0 190 rn � co 25 25 0 0 25 25 Ln � o o ui o ui o [L ui o 10 Lo 65.00 coo o o o _ co o "� DETAIL B N89 59'50"W o O 8' PPU I* * 1�1 i 0 0 0 0 o I 1 1 , p 65.00' N89'59'50"W '�` ! z� z z z z 65.24 NOT TO SCALE /� z !�, �`L o �9 „ 0 140 0 52.66' 52.66' �' o N89759 50"W 42.66 50.00 50.00 50.00 50.00 47.66 �• I N89 59 50 W 0 105.31' R15 N o 200 �R14 , 290.31' W o 0 II q ! L �n 179 0 c� 3 y� N ]0 PPUE " N 1 �0 245 0 65.72 �, �- N8959'50"W 180.00' ��s Ln L38 R1, N89'59 50 W 365.00 A-i � N89 59'50"W \--s V L37 LO 62.26 �,� ^ W I EAST INYO STREET °I \ �� N8959'S0"w ���`� �� 1a' PPUE, EAST INYO STREET N * / lu s5.1s 0 14 o 127.66' G C�� 55.43 r Ln N - 312.66' �+ IN89'59'50"W o Io1 42.86- 50.00 35.00 C18 �"�L36 N89 59 50 W •�0 C'186 55.OoT 50.00 50.00' 50.00' 50.00- 42.66 0 0 Un Ln D� y !� �0 0 �w W w 201 15.0 ' aW �w �w rw �W 0 244 0 65.71 / o o ? 175 o 0 0 0 0�' 0 0 0_ �ry p� 1 �`' Ln I LO N89 59'50"W 0 175 0 0 76 0 0 1 77 ^ o coo 0 0 0 203 0 0 204 0 0� 0 0 206 0 0 207 0 0 200 � � JpL Wi o ui o ^ oo �o ;- �I o1 u o ui o � o o � o ri 65.13 SEE DETAIL "B" � o � � 02020 � o � o � o � o � o "142 Iol � 8' PPUE z z ul oo � o z z z 2OS z z z I N89 59 50 W Z o s 1 5 "� "O o 55.00' 50.00' 55.00' 85.00' 63.00' z 57.00 55.00' S0.O0' 50.00' 50.00' 50.00' 55.00' ,N o O o o to 161 0 65.71 I i 0 50.00 50.00 50.00 N89 59 5a W ^ o^o I� cn 9 !--1 PE o N89 59'50"W 25' ^25 . W w Q �U:j =w �uj �15' _ui -.'" �w ;w ��`' 0 65.07' c0 0 0 0 0 0 0 0 0 0 0 0 0 101 * 1 NI 174 0 0 173 0 0 172 0 0 171 0 0 170 lb9 00 1b8o 167 00 lbbo0 1b5 00 164 00 163 00 162 N45' " 143 O U) o 0 o co o I o1 0 0 0 0 0 �n 25 N89 59 50 i ori ui �ci ui �i ori o cci �i ori �ci ori � -�L�' �• , o o o , o �`� N RTH BURGAN o �. I I o o o O O p p p p p o � , z CO. � • 65.71 !� �� ' (Ln *� �. Q 42.66 50.00 53.00 50.00 50.00 50.00 57.00 55.00 50.00 50.00 50.00 50.00 42.66 � ^ _ l AVENUE �� ��. N89 59'50"W I R1 650.32' R10` 35 15.60 - �0 InL 10' PPUE in 1 0 144 Cn R2S N 1 PE N89 59'50"W 725.00' cV � I 22.00 / oo y &��� I N 10' PPUE EAST MONO STREET N ml to C� Z 50.10 �, � 695.00 er � N89 59'50"W C7 50.02'- 50.OT 50.00 50.00' 50.00 -56.00 54.12 61.00'- 58.00' 54.00-y 54.00 54.00s- 45.00 C o - 15' w Z 14.86' �, �w w �w ,w =w w sw w w Gw w w 160 lo v� �� - 145 w 0 0 0 0 o O o o f o a p p o �I o 0 14d � o 1470 148 NO 149 00 150 151 1520 1530 00 15b � 0 15700 0 154 N p 155 158 I5 . SCALE: 1"= 60' oo'o I 10 � o No N No a co 0 0 ^ o mo o 8 d o 000 COo N N d o 00 0 00 0 00 0 00 0 00 0 00 0 00 o 00 0 d cQ o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 60 120 t I'� Ln 1 o Z I z z z z z z z 3 z z z z z z 30.00 A zct C 1 C2 C3 8.94 50. 0' S0.0oAAAAAAAAAAA AA LAAAAAAAA�,AAA"A AAAA ' 50.00' 50.00' 50.00' 54.12' 61.00' S8.O0' 54.00 S4.DO' 54.00' S4.Da' 65.88' N89'49'00"W 731.94' 3.96' _ PUBLIC STREET EASEMENT RECORDED PUBLIC STREET EASEMENT RECORDED C192 (R4) SEPTEMBER 11, 1995 AS DOCUMENT SEPTEMBER 11, 1995 AS DOCUMENT NO. 95114468 O.R.F.C. oo NO. 95114468 O.R.F.C. 1 S08'28'42"W(R)- --� S8131 18 E 123.30 _ I:- 1 (S8121,45,E. 123 30 _ � , S0011 00 E 30.00 1:14- ' R4� (SO'01'27"E 30.00' R4) i 547.30' (547.18' R4) N89'49'00"E 1319.50' (N89'49'00"E 1319.46' R1) EAST KINGS CANYON R ( STATE HIGHWAY I o0 L:\Projects\2003\03054\Acad\Final Ma SHEET 5 OF 8 FEKAL MAP OF NOTES PPUE PLANTING AND PUBLIC UTILITY EASEMENT NOW R1 RECORD DATA PER PARCEL MAP NO. 5387 OFFERED FOR DEDICATION FOR PUBLIC USE RECORDED IN BOOK 36 OF PARCEL MAPS, AT PAGE 1. SET 3/4" BY 30" IRON PIPE, 6" BELOW TRACT NOID 5685 LE LANDSCAPE EASEMENT NOW OFFERED FOR 66, F.C.R., OR CALCULATED THEREFROM SURFACE, TAGGED PLS 7985, AT ALL LOT DEDICATION FOR PUBLIC USE R4 RECORD DATA PER LOT LINE ADJUSTMENT 2005-22, CORNERS, BEGINNING AND ENDING OF CURVES, PE PEDESTRIAN EASEMENT NOW OFFERED FOR INSTRUMENT No. 2005-0282845, O.R.F.C., OR AND ANGLE POINTS OF RIGHT OF WAY DEDICATION FOR PUBLIC USE CALCULATED THEREFROM PHASE 2 OF TENTATIVE MAP NO. 5232 FjWCFMR CREEK (R) RADIAL BEARING SEE SHEETS 15 AND 16 O.R.F.C. OFFICIAL RECORDS OF FRESNO COUNTY � BLUE BORDER INDICATES LIMITS OF IN THE CITY OF FRESNO,COUNTY OF FRESNO, STATE OF CALIFORNIA SUBDIVISION SURVEYED AND PLATTED IN JUNE 2005 BY QUAD KNOPF INC. AAAA" RELINQUISHMENT OF DIRECT ACCESS RIGHTS CONSISTING OF 8 SHEETS SHEET 6 OF 8 INDICATES AREA NOW OFFERED FOR DEDICATION FOR PUBLIC STREET AND UTILITY PURPOSES LAS 000 L- I sw I 32 , " o � � � wN 265 N EAST LAUREL AVENUE N I N89 59 50 W 130.00 0 o I I 81.04' 1 w °p I N89 59'50"W 130.00' � o , .� N89 24 47 E 637.08 Ln N6 j. N II N N89 59 50 W N8913 09 E 576.45 29 O I I I N 00 � N / 162.41' ��ory� G°�� 53�K'��S'J o 0 44 N89'59'50"MR ^ - - 4' 0 264 0 .- 0 N 71"- X01 •6 C8 G`6 �p co O - - - 25' 25' / 1 R55 `� 414.04 N89 22 50 E 414.04 R4 1 - 695, O 113 - - - N 1 ^Lu c� ��% 88"� 5.19,-a. Z C56 80.93' CIL 08 N N782 • " cel �, ;� o, „� N 33 025 w cel I �N89-59'50"W 0- N N N o �0 cp OS N81;36'20" - - - - - - c7 0 CL R) 127, W N89'S9'S0"W R 1 1 1 23 R124 o ^ N o, ,� �R� 13¢.46' 1 45 * Icnl 263 0 �0. �� 1p• , G LO Z ^ 3 7 rw 3 6 �, 3 5 Rw ,►'S ppUF pE N87 26'09"W R 58 n R54 N 0 34 `�--/ �' - - _ R57 R - cn 78.69 o 0 0 43 / , % V N8959'50"W �� 114 45 45 � 23 23 o rn * * Ias 262 0 rn /V�� / N R53 R52 �' -010 LL 73.20 W o 69.70' 60.00' 60.00' 28.34' 60-000 �'�J /� 9Ssso"ly�R R103 R51 LO 75.00 73.34 f / N77•p8 24 E 6�6'' / l J '¢�8 C53 N89 59 50 W o N8959'50"W 218.04' ?' / `3 1p ►� 0 0 42 F pP�F 261 0 1 PE u') 414.00 38 oc"115 � 67.76' d. / `'� NSA. 0 R50N N89 59'50"W y w 39 rw 40 41 �o G�h /�/ ?p,, ,� R4 0 260 0 0 0 0 :w N ��' � G ��.Q 6'/. ^ 1 R48 lol o w G� �/ / J o,�. _ o a o 0 0. G �� / '�8 j�''�r' R46 62.99' N 1 L33 `n 0 I o 0 0 0 / y G�� �� �J �h�' N89 59'50"W R49 66.05 " Oo I I I o z z z / b 25' I N89 59 50 W z o h/ ti� 11 b Q 23 7 25' o z _ o * ro 259 LO 29.69'-- 75.00' 73.34 C / / s�<y s 84.39' 178.03' / J ��Vol / ��s� N89 59'50"W 65.99' /Dr/ s� � p w N89 59 50 W V N N p � � 1 ' N89'59'50"W 187.03' '� '�� Z�• 117 ��>.\�y��J ,�'`� gyp,` N 23O o 0 0 0 � L _ / �s F ^ N (6 R59 1 N N 3/ d't', ,�'�' '°p�� °° "� w �0 258 3 � 31' 143.69 _ j o. �� 81.84 N89 59,50"W I 65.94' 69T 73. 70.00T " j I o N89 59 50 W N 31' 'sem j �� ['� N 239 O w w p 1 1 8 •� � G �.J fv C'd O O O aLO 1� 236c - �� 257 Ln �, a•�5' o °�° ,� o ✓ N �� G� �� 76.23 „ to 65.88' ,`�!00 �`� �n - 1 19 1 \o sr _ N89 59 50 W co co z � N w d' 122 w 121 \`o. �s `� ., o of W N89-59'50"W N, �Q+� �•O� �, O o =W 120 zo •w �� �� ��10 PPUE w 240 0 o o "? 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OIL � z -� , 128 N N C30�" C= 52.&8 52.66 52.66 �' 65.65' ^ ^ ^ w �' °° �° C 56.51' 0 105.32' o 0 133 � � 132 0 0 131 0 0 130 � � 129 � 32 4 ^ ^ '59'50"W o cn o Ln N89 o Lri .0 w,ri o o �_ _ C3 N I 1, 8 PPUE N - 1 o N o o a-^ o C° --C29i �o \N C24 99.83 186.00 0 2 2 0 0 134 z 0 z z s --' �`'\ 3 _ N89'59'50"W 285.83' oI 5 0 50.15 So.DLO o 39.85 c2 C31 �jE EAST BECK AVENUE o sr� cK 65.59' f' N 140.00 N N EAST B 1 G22 w N8959'50"W SCALE: 1"= 60 ° � �.� , " , w cC2- � 0' 60' 120' o� 43.36' L6 `o �' N89 50 12 E 180.00 C20 0 00 . „ III C 1 9 22 7 229 23 0 231 232 cI'd' 251N89 59 50 W R19 0 o � c; N 135 228 I o I z 65.53' I �F1N89'S9'S0"W 94 1$5 1$4 195 SHEET 6 OF 8 L:\Projects\2003\03054\Acad\Final Map\03054 phase 2\03054FM phose2.DWG 1/17/2006 1:56:33 PM PST rE ND `v \ PPUE PLANTING AND PUBLIC UTILITY EASEMENT NOW NOTES OFFERED FOR DEDICATION FOR PUBLIC USE AL MeOF DEDICATION FOR PUBLIC USE �R86i o R70 LE LANDSCAPE EASEMENT NOW OFFERED FOR 1. SET 3/4" BY 30" IRON PIPE, 6" BELOW 1 ® L70 I v � 1 ®L68 I v � 4- - / PE PEDESTRIAN EASEMENT NOW OFFERED FOR SURFACE, TAGGED PLS 7985, AT ALL LOT �\ I / CORNERS, BEGINNING AND ENDING OF CURVES, \ 1 ? / f DEDICATION FOR PUBLIC USEf AND ANGLE POINTS OF RIGHT OF WAY / \ TRACT No. � 1� � (R) RADIAL BEARING - DETAIL D DETAIL E BLUE BORDER INDICATES LIMITS OF PHASE 2 OF TENTATIVE MAP NO. 5232 91 NOT TO SCALE NOT TO SCALE SUBDIVISION FjWCf1ER CREEK VWA RELINQUISHMENT OF DIRECT ACCESS RIGHTS w i co INDICATES AREA NOW OFFERED FOR IN THE CITY OF FRESNO,COUNTY OF FRESNO, STATE OF CALIFORNIA �s .. 25 `- DEDICATION FOR PUBLIC STREET AND UTILITY SURVEYED AND PLATTED IN JUNE 2005 BY QUAD KNOPF INC. * 9 N89 59 50 W 108.61 PURPOSES CONSISTING OF 8 SHEETS 0 ® 10' EASEMENT FOR STORM DRAIN PURPOSES SHEET 7 OF 8 o DEDICATED TO FRESNO METROPOLITAN FLOOD con 32 CONTROL DISTRICT Q o _`�' N Q o Q PG&E. EASEMENT RECORDED MAY 25, 1949, IN BK. 2760, PG. 337 AS DOCUMENT NO. 25837 O.R.F.C. N N o ' N8959'50"W 130.00' RECORD LOCATION DOES NOT CORRESPOND TO POLE 6'2 I '� L74 z N89 59'50"W 119.47' LOCATION. NO WIDTH OF EASEMENT SPECIFIED. JJ 64 65 � I=O 0 62 i i i I 1' PE his \ I o 106 / 25' 25' 66 0 IN 81.7567 o25 u, � \ * * � -1' PE CIN i , N8959'50"W * Ito os 0 � � 23 10 PPUE , o \ O �L? N89'59'50"W 130.00' 244.78�\ 0Lo - o ---J �. * 272 oo . o SEE DETAIL D <s 8'ppUE �� N00100'10"E 1' PE , I`�I ► 0 �•� N / N -� I �' 237 58' I �--10 PPUE --N89 59 50 W 90.DO c" a 86 224.06 110.17' 41.74'-.,j C 129 N , 81.69' L 70 ------ _ _ >� / � h �0 1 V 7 i , I N89 5950"W =W EAST FILLMORE iN895950 W 375.97 AVENUE L50 I^ U) c o c'2a �� C126 ^ C124 83.07 �, o o� 45' 90 23 0 0 0 co IN, 55.00' \ "' x'232.66 1 �` C119 EAS C127 �� N I * 0 271 o 60.00 60.00- 52.66' l C 1 1 T >► �► I" o"� �� clog x0.00 I \\ �� �,�� 6 ____C 11-7 F L LMORE N89'S9'S0"W 120. 1' N89 59 50 W 130.00' \81.63' z 25 25 I C1 o o ' PPUE o I 2 AVENUE 0 \ c ��>� 0 0 0 * w * 10 PPUE C120, - _-_ 3 �, * \ N89 9 50 W ^ L6 ori Li Ki C 121lei 89.46' `ss N o 0 ro T o C118 C122 10 0 4 -. o �� 1 I `� �0 2 0 w ^ 61 59 W 58 W 57 w 56 SS w o 1 Q Ad NIn 64 n -- _ W co = 54 _�' 25 25 =W o 0 o I o w 0 0 No ✓'� No 51 ^I \ w -., 81.57 b 0 0 0 Q+ �- 0 ^ 53 �, ^ 00 * * �0 o CL N8959'50"W S2 It- I• co �/T �' 0 Noo N I �, � w ao N T °' ( �• � 269 - 0N8959'50"W 130.00' In00 81.52'65.00' O 72.06' 62.17' 60.00' 60.00' 60.00' 65.00' w 77 2 N 59'50"W 70N8959'50"W 379.23' o � o o N89 32.96 58.19 N89 59 50"W to o b co N84 05'52"W 1653 74 N89 59'50"W 0 0 I o - w too, �-�-1' PE O o 0 0 0 0 �r o o z 51 �� �' efi 4Cico 8' PPUE Z 0 o co \U coo 23' 44 L6 uiui 2021 W 22 w 23 w 24 N �' N 25 W 26 s 27 " Z °° \ o * I!� 268 E'' 0 19 �' I o 1 N89 59 50 W 130.00 1 0 0 0 0 1 P to w O n Z b 0 0 0 8 PPUE 0 m Qj ,�� � ., 0 - p w N8959 50 W 130.00 z / C j 0`0 o 0 0 0u.. 0 25' 25' o \cry, w " �� 8 - C 06 z z z _ z I z �� \ C9s� ^�' 0 49 0 � \ r ��p8 6 .00' 52.66' �� CL h �, Cgg " o o I 1�o o �, 18.10' 60.00 60.00 52" 6 _., / r SEE DETAIL E 232.66' 79.25' �� �'�g\C'\ od C"5.9 `O �` N89 59'50"W 130.00' I /- h EAST KERCKHOFF AVENUE N 10PPUE , N _ ; •. \ �ry h ,d l N R70 334.23 177.82 \ N86'48'09"E(R) 95.23 I w _ N ` L68 �, I N89 59 50 W 130.00 o Ui / cc o N89 59 50 W 512.05 .1 I o o �1 3 I INS N - N _ �.� I w O G10 2 -- 410.48 I o 4 O o w 01 `F 57.83' 60.00 -60.00- 60.00' 60.00 60.00- 52.66 < <' o- o r'� W z o •'�� d rn 101 - d �v o O I z `'� ` "' i^ '�- N O 1 Q9 J \o\ 29 ^ o CL a- w in 10' PPUE _ off, 6S n to ^ oId '� t� / tis � ^ I 0 0 0 v _ N89 59'50"W 130.00' �' rn V o 0 0 0 0 ^ o b o ui ori tri L6 L6 L6 ►`� co R64 =�, ���s`�8`.ately o o N N N N N N N I N N89 59 50 W 130.00 o Q ^ ^ ^ ^ 0 z Lo 18 16 15 14 13 12 11 1 w N N89 59'50"W 110.oo' o ; X55 hh ^ 17 =w w W W =w =w =w ^ o w a a o 0 0 0 0 �^ 4 7 o a I �� 0 0 0 0 0 0 0 0 0 .r, �.'Q= �-oS 0 0 0 0 0 0 0 8 PPUE-1 to 1-,,1 0 0 z , 0 0 11 0 , I N o 0 0 0 0 0 0 0 o Q co 0 3 V o 10 PPUE---I N ^ 45 90 I 23 10 PPUE z z z z z z z I � ui ui I I rn W Z & LE Z N N to to N89 59 50 W 130.00 �i a =�' N N89 59'50"W 130.00' I d o \ 72.05' 60.00 60.00 60.00 60.00 60.00 60.00 60.00 65.00 I 0 0 0 N89 59 50 W 110.00 w 267 0 0 N - I JW O N89 59'50'W 557.05' o - 10' PPUE o 46 to G� °� a z of T � � � � � N � z o 31 0 � � � 0 111 � 81.16' 0 0 0 0 0 0 0 o I^ �' I,ri I o N89-59'50"W p 25 1 co 2 3 = 4 = 5 = 6 = 7 = O = 9 0 I N89'S9'S0"W 130.00' 1' PE et- 0 0 rn w W W o 0 0 0 0 rn * �QI 266 0 0 0 0 N89-59'50-W(R) 110.00 N89 59 50 W 130.00' 0 0 , 0 0 0 0 0 0 25' U-1 `V 0 0 0 0 0 0 0 o cO 81.10' �6� 0 45 0l I � N89 5'9'50"W ��' 60.32' 60.00' 60.00' 60.00' 60.00' 60.00 60.00 60.00' 52.68' �.�` �� P '� ^ 0 112 0 �ol o N893738"E 533.02 �I 32 I 25 25 0 2650 N10' PPUE UE+ N �E- �6� / o N N89 59'50"W 130.00'N EAST LAUREL AVEN I lul ^ ^ 81.04 _ N89 24'47"E 637.08' ^ N89 59'50"W 130.00' N89'59'50"W iVs�,?9S3 � 1p co (�� s � 44 SCALE: 1"= 60' 9s 060' 120' 33 L:\Projects\2003\03054\Acad\Final Map\03054 phase 2\03054FM phose2.DWG 1/17/2006 1:56:33 PM PST SHEET 7 OF 8 I�F,GEND '\ V- o\ ^ MAP OF A MONUMENT FOUND AS DESCRIBED * INDICATES AREA NOW OFFERED FOR DEDICATION FOR PUBLIC STREET AND UTILITY I "� PPUE PLANTING AND PUBLIC UTILITY EASEMENT NOW PURPOSES 0 o SE COR. OF THE SW 1/4 OFFERED FOR DEDICATION FOR PUBLIC USE `v z OF THE NW 1/4 SEC. 3-14/21 TRACT NO• Q PG&E EASEMENT RECORDED MAY 25, 1949, IN O NOTHING FOUND. LE LANDSCAPE EASEMENT NOW OFFERED FOR BK. 2760, PG. 337 AS DOCUMENT NO. 25837 6h �. / cc DEDICATION FOR PUBLIC USE O.R.F.C. RECORD LOCATION DOES NOT G� PHASE 2 OF TENTATIVE MAP NO. 5232 1' PE PEDESTRIAN EASEMENT NOW OFFERED FOR CORRESPOND TO POLE LOCATION. NO WIDTH OF N89'51'43"E DEDICATION FOR PUBLIC USE EASEMENT SPECIFIED. 0 0.14' F)U'qCFMR CREEK 5Q EASEMENT LINE ESTABLISHED 20' SOUTH OF n SCALE: 1"= 60' IN THE CITY OF FRESNO,COUNTY OF FRESNO, STATE OF CALIFORNIA (R) RADIAL BEARING SEE SHEETS 15 AND 16 SOUTHERLY HINGE POINT OF FANCHER CREEK °p 0' 60' 120' SURVEYED AND PLATTED IN JUNE 2005 BY QUAD KNOPF INC. BLUE BORDER INDICATES LIMITS OF © 15' EASEMENT TO BE DEDICATED TO FRESNO W m CONSISTING O F 8 SHEETS SUBDIVISION METROPOLITAN FLOOD CONTROL DISTRICT FOR N o °p SHEET 8 O F 8 STORM DRAINAGE PURPOSES ANDC14 ,`oo N8838'13"E N89 43'32"W N852 14- �" RELINQUISHMENT OF DIRECT ACCESS RIGHTS MAINTENANCE THEREOF PER THIS MAP Z '/ 65.39' 36.67' 1'20"W N835250-W DETAIL C o ���\\ moi.\\ 35.05' 24 27 NOT TO SCALE o � i ' o CENTER LINE OFqq-qn " FANCHER CREEK _ - F 14R413' 5685 4 „ 1 49 �>39.14' ItL44,14-w "4 � 6 . � 5 EASEMEN - ' N 4 N77'1 34.42 lRRIGq T/ON r0 BE DEDIC '� ��O 19'1 N88'14'47"E 108.18' H ,'� p DIST gTEO \,6 y, 8 2'24"F ' _ CO co N86'15'18"E 4 4 j• URpOSES RICT FOR TO FRESNO ? ' O U T L O T H�8s 5 -� 21"w 't PER TH/S MAINTENE o� Q 55'-�o O(J T Sg 98• MAP NCE \o ��- 5.50 r-3 „ 26 C194 ^� N82'09:38 \ �N74'1 15 E =23.48' c19s O U T L O T H 5 E 23 (0;) , �- 15 „W 371.35' �n in C195 N79'24 35 _ N �o -N7 1 0 �z * © -�A N43 52'09"W(R) 12.56'-N © 15 ,�O`O/ ^o T gE'E� C219 C2 N 9 --- 9816' © z \ N89 59 50 W 260.r2-r-- t 2,89' 9 3 - --' j ��+ 18 �� \ © j 139.08' N89 59'50"W 121.64' x'15'7 Cl V A c��, C212 N &6326 p �y '� .5g'46"E R 4115" \2�, \ �h6 , F,Ns T C217 �� C211 6E 1419, , ��,� w N78 54, N745 . \o�0' * \ m G N89 59 50 W to _- \ C21 110 44. 459 \0�,, \ &s o /er- 64.12' N C 2� �1�° Z I 0 / I w 139 p4. \��� ��'' \ 0 0 79 �o =W \J t, -r „ N l ao r ^ \ r i N44 59 50 W o �S / �� N R1 SEE DETAIL C - -- (U 14.i4' N -)E C21 5 z� , , o �,I _� Vloo / 1 1 �u I -. 25 25 0 86 0 :"� d. \ N89'S9'S0"W 122.89' ,,D�26.78' f 021-4- Z * r ` i Z o A� n � � �' p `�° � ^/ /o/ ?S'• �°� \��� N�372' �S`9sr �, / ZLn rn Rj 25 25 1 82 °° `� W 6 _ �' v \�' ?9"I.Y 1 06 ��\8�y / 6h 56. \ R 105 c;w * * o N ?12 W R1 �'QJ .00 S G \ 80 N `�-, N89 59 50 W 128.30 N89 59 50 W 135.17 1 p / WEST 114 COR. SE 3-14/21 do-' 10' PPUE- I I ,'� I o lN/ E 101 �Ls�. 6'8 , I °p N89 59'50"W 120.00' - Q; °rte° I / �' FOUND 3/4 OPEN IRON PIPE, DOWN � , 9 � � 0 o N- �J<v Q co 6 VERIFIED TIES PER C. 5604 �`0 N89'59'50"W 91.72' 1 1 PE, N 0 0 00 tol o ^ h v Q �'/y 10 PPUE Q o N O 7 crio co 98 'NI W I �p Q ^ ry� ��/ R119 T� N W 7N8959'50"W 122.00' " Q„' z co V ,, N7814�13., R�' ry`V Vry ----1 Off, O I 0 d N8O'40' " l '� W(R� 148 G/ 83 0l 1 PE =W - 09 w(R) o 0 N89'59'50"W 124.38' � N8959'50"W 125.18' o 10'pp N68 -- \N \ OT I ►�- W ~i 10' PPUE .`^� �v �? UE 09' .. N89 59 50 W 163.71 .9 rn Ej-"tn '�/ � 0 0 0 I o Ch o ►-'�N v 1 2 �R� \ °' 84.07' 60.00' 19.64' sr9 c Q'-+ O Ll l z o N89 59 50 W 120.00 � z � �v 0 N tis . ^oNcl 88 97 N76;34' \, 6 rn ui !y �-, �; l 1 1 N89 59'50"W R I E"'' N83'1 " 14 y PPUE ^ [--� 84 - - - -(� 10 PPUE --I 4 02 W(R) 1 \ -0 19 �`S�, l W W ., Q'i 37.84 x 1�,�,i �c. SS 0 7L N89 59 50 W 122.00 N C149 ,I N89 59'50"W 120.11' I 0 "`'� 55.95 0 75 00 0 77 °p + ^ R100_I N89 59 50 W 120.61 NS I I 89'59'50"W oo W 0 0 0 W r� I • � ►, `�vl R101 4 35 26 W(R) 0 103 N co 0 o x "0 N N89 59 50 W 120.00 I l \ '�* ✓ I d z o I \ I °p ,, ^ 25 25 N I ,`�-� '� °'• o Q ooh/ o0 0 25 25 `� `n 89 96 Iol Ivl N83 40' " 45 G/ \wo 0 N N ��-- Cl co ai z o =W V A A N * * , " _ 28 W(R) R117 o o -. N 'j ��+ / rn 10 PPUE 0 /* - * N - ^ v V v co v N87'26 34 W(R) I - V I \p co d // \ Ot� o � 85 �. . " - - , 278 \^ o �. / 13 , , 0 �v F- R99 N88 29 12 W R I I l 112.64 , �0 0 ? , R W 52.66 o v - - - ( o N 60.00 0 _ __ _ N `n 1 PERI , 1 -� 8 v 96.29 ._.. . N -o o _ O N81. » I N89 59 50 W 121.80 N89'S9'50"W 119.82' r< _�, m 122.50 ,� o, \� z _ 52 W R �,6 N89 59 50 W r� o EAST PLATT AVENUE N �. �� � • C139 C147 i o s' PPUE `� lo� ry 0 o, L 1 �,� R93 0 o ko 6� N �v N 2 77 0 N o �•+ , „ , N89 59 50 W 94.57 v oo N89'S9 50 W 224.07 N 'i o O _ v R115 I " I N8T47 31 W(R) 23, lol N88'16'28"W(� -,n z + o R98 h 90 `n 95 N89 59 50 W 200.34 /- - - - 122.50 z 1' ccy'o - in I N89 59'50"W R * 100.80' 0 co ^ �' ' < �I EAST N PLATT AVENUE C171� - - - � ) ,� o � � \� 02294- 60.00 52.66 �6� \ O). �o � � v � � i .1 R120 N89 59 50 W - z ,�CL 1 "� v v N89 59 50 W 129.46 N89 59 50 W 119.47 D� o � `�S �% Cl 72 � 10 PPUE 0 , ^ v I 6 - ^ 2/ opo \ _ - G 4'�0\ I of 0 Lo 0 25 I 25 �' , R97 �. 110.04 1 °ito K Lo � 25 25 - _ Lo i 8 PPUE d- N o O ^ * * N89 59 50 W 114.00 I d. o; d- N o W o n I^ o w 45 100.92 N in 74 °N' ^ 72 w 71 -to 10' PPUE 1 \ * * v "' 0 25' I 25' to �� * n R121 N89'59'50"W =Lu 0 73 0 co N89 59 50 W(R) 91 0 94 I � 104 a * 7.34 cu rn o w =W N 1 PE -� - - - - ,�' o Lo o rn C174 v o 0 0 0 0 -�10 PPUE o � * �k w 0 o O W o 70 0 1 W 1 8122 75 0 0 ¢ z o CL 0 0 ►�- coo rn 25' o N89 59'50"W 130.00' I a, � o 0 0 o z ``s`9 N89 59'50"W 108.61' o N89 59'50"W 119.47' I z o n z z _ x_ W N89'59'50"W 114.00' N89 59'50"W 111.78' * I z 1 PE Z 95.54 00 ad , , N o 'J o N89 59 50 W 0 84.07 60.00 60.00 65.00 �'o Q, o v = N - N89 59'50"W 269.07' o "'� L60 - o � 0 105 0 0 N o 274 0 0 - , - N Q N a0 O f� �O Cn f�I / d.O o W 15 N �O O `p N O J J O N q� I� C 1� N pp .06 N o o W o �� o i.0 v Q o�ol oo Q '� Q r\ x--10' PPUE "o N aw �\ 0 10' PPUE o"� * 8 PPUE ,_, co co = \ 88.56 z 0 00 rn Cl o I o "� ° o I =o �v o 0 55 ui 0 co N ao N89 59 50 W 130.00 0 wo „ " 0 0 0 z =o S t N89 59'50"W 114.00' o N89 59'50"W 114.00' a o N8959 50 W 119.47 0 0 0 N89 59 50W LO K �� =w 64 =w 6 O MSI hui p N \ Q Z 2 �I- 0 62 a o o ^ z o ��. z 3 ^ 00 0 0 "�' io 10 PPUE�- . I o •07'05 E� Lo o o I co 0 o O N82 __W ^ 0 0 25 25 c�j 66 0 67 co � o , \ �` I C162 ;,� /� C �� rn o o u� ,ri z 25 \ O Nom,= Cl 75 81.75 P ,� 1 / ca z z 10 PPUE co \ I 9.83 I�k * 1 ` 8 PPUE 12.91' l N89-59'50"W(R) 0 0 '- �� X15 60.00' 52.66' �h 101.66x -�13T-`- Fj� 1. SET 314" BY 30" IRON PIPE, 6" BELOW 23' �' SURFACE TAGGED PLS 7985, AT ALL LOT * I 272 2 i z -' � �- 122.49' -� �- 114.57 -� , J L70 N - / e+ CORNERS, BEGINNING AND ENDING OF CURVES, -f86 EAST FILLMORE AVENUE , �I AND ANGLE POINTS OF RIGHT OF WAY - SHEET 8 OF 8