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HomeMy WebLinkAboutT-5258 - Map - 12/13/2005 OWNER'S STATEMENT FINAL MAP OF SURVEYOR'S STATEMENT BEING ALL PARTIES HAVING ANY RECORD TITLE INTEREST IN THE LAND WITHIN COMPLETE OR THE UNDERSIGNED, AS SHOWN. THE MONUMENTS ARE OF THE CHARACTER AND OCCUPY THE POSITIONS IND THE SURVEY FOR THIS MAP WAS MADE BY ME OR_ R MY DIRECTION AND IS TRUE THE PREPARATION AND RECORDATION OF THIS MAP AND THIS SUBDIVISION, HEREBY CONSENT TOTRACT TIN THOSE POSITIONS ON OR BEFORE ONE YEAR OF THE DATE THIS MAP IS RECORDED, OFFER FOR DEDICATION FOR PUBLIC USE THE PARCELS OF LAND AND EASEMENTS SPECIFIED ON8 THEY WILL B 525 OR ANY TIME EXTENSION APPROVED BY THE CITY ENGINEER. THE MONUMENTS ARE, OR WILL BE, SAID MAP AS INTENDED FOR PUBLIC USE FOR THE PURPOSES SPECIFIED THEREIN. SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED. McMILLIN SUNNYSIDE RANCH, LLC., A DELAWARE LIMITED LIABILITY COMPANY PHASE I OF TENTATIVE MAP NO, 5268 THIS MAP WAS PREPARED BY ME OR UNDER MY DIRECTION, AND IS BASED UPON A FIELD SURVEY IN CONFORMANCE WITH THE REQUIREMENTS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCE BY: McMILLIN MANAGEMENT SERVICES, LP, A CALIFORNIA LIMITED PARTNERSHIP, AS MANAGER AT THE REQUEST OF McMILLIN SUNNYSIDE RANCH, LLC., A DELAWARE LIMITED LIABILITY COMPANY, IN THE CITY OF FRESNO ON AUGUST 2004, 1 HEREBY STATE THAT THIS FINAL MAP SUBSTANTIALLY CONFORMS TO THE BY: CORKYI N CONSTRUCTION RVICES, INC., AS RAL PA ER FRESNO COUNTY, CALIFORNIA CONDITIONALLY APPROVED TENTATIVE MAP. SURVEYED AND PLATTED IN AUGUST, 2004 C ' BY: L BY: BY INGEL13 BRAUN ASSOC JOSEP E EXE TVE VICE PRESIDENT JIM . ROBINSON, )ICE PRESIDENT F LS PLS 9 No. 6619 CONSISTING OF SIVE SHE T9 EXP � Exp, 12-31-200 � FRESNO IRRIGATION STRICT, A PUBLIC CORPORATION, AS EASEMENT HOLDER SHEET 1 OF 5 SHEETS DATE: .'VrkE l5.Z.0D5 ��7j�, OF CALW� /t. BY: J AND R DENT 0 J, BY: 4c--Vmwm---GARY R. RRATO, ECRETARY CITY ENGINEER'S CERTIFICATE ENGINEER OF THE CITY OF FRESNO, DO HEREBY CERTIFY THAT I HAVE ARY LEGAL DESCRIPTION I, MICHAEL T. KIRN, CITY ENG THE SAME AS IT APPEARED A NATIONAL ASSOCIATION AS BENEFICIARY EXAMINED THIS MAP THAT THE SUB BANK OF AMERICA, EXAMI DIVISION SHOWN IS SUBSTANTIALLY ON THE APPROVED TENTATIVE MAP, AND ANY APPROVED ALTERATIONS THEREOF, THAT ALL PROVISIONS THAT PORTION OF THE EAST HALF OF SECTION 17, TOWNSHIP 14 SOUTH, RANGE 21 EAST, MOUNT DIAB'LO BASE OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCES APPLICABLE AT THE TIME OF APPROVAL AND MERIDIAN, ACCORDING TO THE OFFICIAL PLAT THEREOF, MORE PARTICULARLY DESCRIBED AS FOLLOWS OF THE TENTATIVE MAP HAVE BEEN COMPLIED WITH AND THAT I AM SATISFIED THAT THE MAP IS ,,pTECHNICALLY CORRECT. •-�� • � � S�+I COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 17, THENCE SOUTH 00'00'58" EAST ALONG THE ! EAST LINE OF THE NORTHEAST QUARTER OF SAID SECTION 17, A DISTANCE OF 502.93 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 00'00'58" EAST, CONTINUING ALONG SAID EAST LINE, A DISTANCE OF y DV.ANCSV9` MICHAEL T. KIRN, PLS 7609 951.34 FEET; THENCE SOUTH 89'59'02" WEST A DISTANCE OF 207.00 FEET; THENCE NORTH 00'00 58 WEST �1► Fpp F CITY ENGINEER PARALLEL TO AND 207.00 FEET WEST OF THE EAST LINE OF THE NORTHEAST QUARTER OF SAID SECTION 170 + �� a F 27.29 FEET; THENCE SOUTH 89'59'02" WEST, A DISTANCE OF 110.00 FEET; THENCE NORTH A DISTANCE 0 , !") = 2036 26 WEST, A DISTANCE OF 66.69 FEET; THENCE SOUTH 69'23'34" WEST, A DISTANCE OF 5.88 FEET TO No.4 8 * IS ENT$: RVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 125.00 FEET; * +� l T L THE BEGINNING OF A TANGENT CU THROUGH A CENTRAL ANGLE OF 25'48'55"; THENCE �� DATE: THENCE SOUTHWESTERLY 56.32 FEET ALONG SAID CURVE B STATE OF CALIFORNIA... NORTH 46825'35" WEST, A DISTANCE OF 50.00 FEET; THENCE NORTH 42'21'29" WEST, A DISTANCE OF 136.06 �;�� ,� DEPUTY ..SS FEET; THENCE SOUTH 89'59'02" WEST, A DISTANCE OF 318.63 FEET TO THE BEGINNING OF A NON-TANGENT COUNTY OF 7144 ICE' CURVE CONCAVE EASTERLY AND HAVINGPONT ®EARS A RADIUS � 470.00 FEET, THE RADIAL FROM S OF 18 35 48 THENCE SOUTH 00 36 54 WEST, A DISTANCE OF 114.48 FEET, THENCE NORTH 8 CENTRAL ANGLE PLANNING COMMISSION CERTIFICATE SOUTH 70 4718 EAST, THENCE SOUTHERLY 152.55 FEET ALONG SAID CURVE THROUGH A C • � », 9'59'02" EAST, ON �" BEFORE ME, . STG� - A DISTANCE SOF 159.47 FEET; THENCE SOUTH 00'00'58" EAST, A DISTANCE OF 110.50 FEET; THENCE NORTH 89'59'02" EAST A DISTANCE OF 21.09 FEET; THENCE SOUTH 00900'58" EAST, A DISTANCE OF 50.00 FEET; I, NICK P. YOVINO, SECRETARY OF THE FRESNO CITY PLANNING COMMISSION, DO HEREBY PERSONALE AP EARED, • » e -- � T A DISTANCE OF 17.51 FEET; THENCE SOUTH 00'36'54" WEST, A DISTANCE OF SATISFACTORY EVIDENCE THENCE SOUTH 45'19 07 WEST, CERTIFY THAT I HAVE EXAMINED THIS MAP, THAT THE SUBDIVISION SHOWN CONFORMS T0, AND I S IN PERSONALLY KNOWN TO ME OR PROVED TO ME ON THE BASIS OF S - ET TO THE BEgNNING OF A TANGENT CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 800.00 I ARE SUBS( BED TO THE WITHIN INSTRUMENT AND 95.55 FE », COMPLIANCE WITH THE APPROVED TENTATIVE MAP AND REQUIREMENTS IMPOSED BY THE FRESNO TO BE THE PERSON(S) WHOSE NAME(S) IS/ ARE THENCE SOUTHERLY 2.15 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 00'0914 , THENCE ACKNOWLEDGED TO ME THAT HE/ -IES - NON-TANGENT CURVE CONCAVE ION AS A CONDITION TO THE ACCEPTANCE OF THE FINAL MAP. THEY EXECUTED THE SAME IN HIS/HER/THEIR AUTHORIZED NORTH 8932-20- WEST, A DISTANCE OF 50.00 FEET TO THE BEGINNING OF ON � � " CITY PLANNING COMMIES' CAPACITY(IES), AND THAT BY HIS/HER/THEIR SIGNATURE(S) ON THE INSTRUMENT THE PERSON(S), ( � OF 850.00 FEET, THE RADIAL FROM SAID PONT BEARS SOUTH 89032'20- EAST; 9 32 20 OR THE ENTITY UPON BEHALF OF WHICH THE PERSONS ACTED, EXECUTED THE INSTRUMENT. EASTERLY AND HAVING A RADIUS EAST; THENCE NORTHERLY 2.28 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 00'09'14"; THENCE NORTH 00'36'54" EAST, A DISTANCE OF 30.36 FEET; THENCE NORTH 89'23'06" WEST, A DISTANCE OF 180.00 HAND. T• THENCE NORTH 89'23'06" WEST, A DISTANCE DATE: -O� WITNESS MY 93.98 FEE YDVINO FEET, THENCE NORTH 00 36 54 EAST, OF 335.04 FEET; THENCE SOUTH 00'22'19" EAST, A DISTANCE OF 172.63 FEET TO THE BEGINNING OF A TANGENT A DISTANCE J'. 5 �--- CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS O F 335.50 FEET; SOUTHEASTERLY 169.29 jSE •ARY OF THE FRESNO NAME: �-•�• S 7r?�t G-� SIGNATURE THENCEFEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 28'54 40 TO THEGNNING OF A REVERS CURVE LANNING COMMISSION CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 202.50 FEET; THENCE SOUTHWESTERLY 616.87 FEET MY COMMISSION EXPIRES �Z D? COUNTY OF SAID CURVE THROUGH A CENTRAL ANGLE OF 174'32'15" TO THE BEGINNING OF A REVERSE CURVE ALONG CITY CLERK' K4 cowl w,.�ss�oN 4: /'�Syt�S/ SAID S CERTIFICATE VE SOUTHWESTERLY AND HAVING A RADIUS OF 35. FEET; THENCE NORTHWESTERLY 23.07 FEET ALONG CONCAVE THROUGH A CENTRAL ANGLE 50 CU 37'14'32"; THENCE FORTH 71'59'16" WEST, A DISTANCE OF 59.73 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 350.00 FEET, THENCE NORTHWESTERLY 131.22 FEE 1 HEREBY CERTIFY THAT THE COUNCIL OF THE CITY OF FRESNO, BY RESOLUTION NO. 20OS-ZG2 • T ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 21'28'50" TO THE BEGINNING OF A COMPOUND CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 30.00 FEET, ADOPTED JMVI-4. 28 -_ . 2005, APPROVED THE WITHIN MAP AND ACCEPTED THE RADIAL FROM SAID POI THE PUBLIC ALL PARCELS OF OFFERED FOR DEDICATION STATE OF CALIFORNIA... NT BEARS SOUTH 03'28'06" EAST; THENCE SOUTHWESTERLY 27.04 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 51"38'40* TO THE BEGINNING OF A COMPOUND CURVE CONCAVE FOR BEHALF LAND AND EASEMENTS ..SS FOR PUBLIC USE IN CONFORMITY WITH THE TERMS OF THE OFFER OF DEDICATION. COUNTY OF 1��' SOUTHEASTERLY AND HAVING A RADIUS OF 280.00 FEET, THE RADIAL FROM SAID POINT BEARS SOUTH f S ••••• 55'0$'46" EAST; THENCE SOUTHWESTERLY 97.04 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 19'51'27"; THENCE SOUTH 15.01'47" WEST, A DISTANCE OF 60.72 FEET; THENCE SOUTH 18'24'07" WEST, A DISTANCE OF 101.27 FEET; THENCE SOUTH 25'0014 WEST, A DISTANCE OF 148.09 FEET; THE 3.43 FEET; DATE' S REBECCA E. KLISCH, CMC ' � » � CE SO ON EF 0�E ME, 14 WEST, A DISTANCE O' 100.98 FEET, THENCE SOUTH 47 41 12 WEST A DISTANCE CITY CLERK A 29'14 . CE Q� F PER A Y APPEARED, 08 WEST, A DISTANCE OF 77.20 FEET; THENCE NORTH 492'19" EAST, A DISTANCE ALLY KNOWN TO ME OFE24 35 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS TO BEI TO THE WITHIN INSTRUMENT A OF 400.00 FEET; THENCE N E OF TO BE THE PERSON(s) WHO NAME.S)•I`ByARE SUBSCRIBED AND CENTRAL ACKNOWLEDGED TO ME THAT EY EXECUTED THE SAME IN'111�►/M+L�fTHEIR AUTHORIZED 23053'10"; THENCE NORTH 25'29'09" EAST, A DISTANCE OF 114.85 FEET TO THE BEGINNING OF A TANGENT w NORTHEASTERLY 166.76 FEET ALONG SAID CURVE THR • o GAPACI IES , AND THAT BY /THEIR SIGNATURE(S) ON THE INSTRUMENT THE PERSON(S), " THENCE NORTHEASTERLY 120.85 OR THE ENTITY UPON BEHALF OF WHICH THE PERSON(S) ACTED, EXECUTED THE INSTRUMENT. CE NORTH 13'56 43" EAST, A DISTANCE CURVE CONCAVE NORTHWESTER A CENTRAL ANGLE OF 11 32 26 ; TMENEET, LY AND HAVING A RADIUS OF 600.00 F FEET ALONG SAID CURVE THROUGH OF 146.98 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS p BY: WITNESS MY HAND. OF 100.00 FEET; THENCE NORTHEASTERLY 133.14 FEET ALONG SAID CURVE RVE THROUGH A CENTRAL ANGLE OF DEPUTY 76'16 55 TO THE BEGINNING OF A COMPOUND CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 450.00 a '4k FEET, THE RADIAL FROM SAID PONT BEARS SOUTH 00'13'38" WEST; THENCE SOUTHEASTERLY 139.68 FEET '4rLr CGS' NAME: SIGNATURE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 17047'06"; THENCE SOUTH 71'59'16" EAST, A DISTANCE OF 138.49 FEET TO THE BEGINNING �30.01 FEET' ALONG GENT CURVE CAVE S D CURVEAS THROUGH AA CENTRAL ANGLE RADIUSND HAVING A OF R IIS"C O R D L�'R'S CERTIFICATE OF MY COMMISSION EXPIRES 01-/4 - QQ _ COUNTY s� OF 1,200.00 FEET, THENCE SOUTHEASTERLY 0612'27" TO A POINT ON THE MST LINE OF THE EAST HALF OF THE NORTHEAST QUARTER OF SAID SECTION MY cv*pt lss/or►/ 4ss154,44 17; THENCE NORTH 00'22' M 19 WEST ALONG SAID WEST LITE OF THE EAST HALF OF THE NORTHEAST QUARTER DOCUMENT NO. .2ao,!:" OF SAID SECTION 17, A DISTANCE OF 2,097.51 FEET, THENCE NORTH 53'17 32 WEST, A DISTANCE OF 54.43 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 275.00 FILED AND RECORDED THIS �� 74 DAY OF T//�1/ 2005 AT FEET; THENCE NORTHWESTERLY 44.25 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 09'13'11"; THENCE NORTH 89'50'08" EAST PARALLEL TO AND 30.00 FEET SOUTH OF THE NORTH LINE OF THE NORTHEAST MINUTES PAST O'CLOCK M. IN VOLUME .3 OF PLATS, AT PAGES STATE OF CALIFORNIA... QUARTER OF SAID SECTION 17, A DISTANCE OF 186.43 FEET; THENCE SOUTH 00'22'19" EAST PARALLEL TO ..SS AND 110.00 FEET EAST OF THE WEST LINE OF THE EAST HALF OF THE NORTHEAST QUARTER OF SAID SECTION `u FRESNO COUNTY RECORDS, AT THE REQUEST OF INGELS - BRAUN do ASSOCIATES. COUNTY OF ••.•, 17, A DISTANCE OF 537.50 FEET; THENCE NORTH 89'37'41" EAST, A DISTANCE OF 110.00 FEET; THENCE 1 NORTH 00'2219 WEST PARALLEL TO AND 220.00 FEET EAST OF THE WEST LINE OF THE EAST HALF OF THE p NORTHEAST QUARTER OF SAID SECTION 17, A DISTANCE OF 16.91 FEET; THENCE NORTH 89'37'41" EAST, A doo ')(A�_ �� 2x0_5 BEFORE E A4^tA / DISTANCE OF 50.00 FEET; THENCE NORTH 89'50'08" EAST PARALLEL TO AND 550.00 FEET SOUTH OF THE FEE ON NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 17, A DISTANCE OF 912.96 FEET; THENCE NORTH " V PERS ALLY APPEARED, - 00.00'58" WEST PARALLEL TO AND 197.00 FEET WEST OF THE EAST LINE OF THE NORTHEAST QUARTER OF PERSONALLY KNOWNSAID SECTION 17, A DISTANCE OF 47.59 FEET, THENCE OR 89' '59'02" EAST A DISTANCE OF 197.00 FEET TO BE THE S) WHOSE PIAME S 4r&/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT ,'E EXECUTED THE SAME IN H�/T-IEIR AUTHORIZED TO THE TRUE PONT OF BEGINNING. ROBERT C. WERNER, COUNTY RECORDER CAPACITY(IES), AND THAT BY /THEIR SIGNATURE(S) ON THE INSTRUMENT THE PERSON(S), OR THE ENTITY UPON BEHALF OF WHICH THE PERSON(S) ACTED, EXECUTED THE INSTRUMENT. BY: Tax=uza DEPU 09 WITNESS MY HAND. �- PREPARED BY: R IIc V 15 10 N 8 NAME: G � • Eamei/ SIGNATU RE ��C LS o R °L U T,4 05�6/0 'R "� MY COMMISSION EXPIRES � � COUNTY OF AX O ASS OCRATE0 NlW Co�atl3ir©A/ I J19 / fpy CIVIL ENGfNEEIIfNG AND LAND SURVEYING 875 WEST ASHLAN AVENUE, SUITE 102 B1':ESPWOZA -08/26/04 CLOVIS, CALIFORNIA 93612 15A GAPF-I LL: 03043FMI (559) 291 - 0427 C:\My Documents\03043FM1.dwg 05/16/2005 10:01:18 AM PDT r + - t , G FINAL MAP OF MON-01 -8 N 89'50'08" E 2766.74' ((N 88'44' E)) �.�. 1383.37' ((1383.40')) 1383.37' ((1383.40' ) � PHASE I OF TENTATIVE MAP NO. 5258 _08 o o IN THE CITY OF FRESNO tu I EAST ,4TCHIWN STRM „ M1 i FRESNO COUNTY, CALIFORNIA } ' TRACT NO. o SURVEYED AND PLATTED IN AUGUST, 2004 ^ N �� �. M^ NOTES: BY INGELS LS - BRAUN ASSOCIATES �I M L� ' 1414+01MIXINIXIMI" iTHIS PROPERTY IS SUBJECT TO THE FOLLOWING:co CONI8TINC OF FIS , ,S i � � � � � �x 47 ,, 0 1. THE EFFECT OF A MAP PURPORTING TO SHOW THE LAND AND OTHER P r- ��i�0* i o � 14, PAGE 2 OF RECORD OF SURVEYS., F.C.R. 3 PROPERTY, FILED IN BOOK SHEET � OF� BH��T 05f s� of lu 2. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "ENCROACHMENT AGREEMENT 07 a to N if o FANCH'ER CREEK CANAL NO. 6" RECORDED SEPTEMBER 28, 1982, AS DOCUMENT NO. 83193, IN SEE SI-BEET THEE FOR SEE SI-BEET FOUR FOR // ENTITLED AMENDMENT To TABLE CURVE AND RADIAL TABLES o? 1 MAST OEARY GT1 T g•, N f � o, BOOK 79'80, PAGE 295, O.R.F.C., AND MODIFIED BY THE DOCUMENT �O �, o n 7 J t � r- 0 Z ENCROACHMENT AGREEMENT" RECORDED MAY 31, 1989, AS DOCUMENT NO. 89057038, O.R.F.C. �- A�- �„I z » n x 4 s , I co REFERENCE IS MADE TO SAID DOCUMENTS FOR FULL PARTICULARS. N s s 7 ro i I 3 Q 3. THE EFFECT OF AN I'NSTRUM'ENT ENTITLED "BEFORE THE BOARD OF DIRECTORS OF THE FRESNO �, f� n METROPOLITAN FLOOD CONTROL DISTRICT RESOLUTION PROVIDING FOR THE RECORDATION OF A MAP �� 1375.09' 1375.13')) o, of e�u 17 .09' ((1375.1 fs f'L I °° W SUBJECT TO PAYMENT OF DRAINAGE FEES AND/OR REQUIREMENTS TO CONSTRUCT BIB OF BEARINGS . � m IDENTIFYING AREAS SUB o N 89'58'37" W c 750.18' {N 88'55' )) .o>>� f , � LL S", EXECUTED BY FRESNO METROPOLITAN FLOOD CONTROL PLANNED LOCAL DRAINAGE FACILITIES", o '` N Av� 07 Jr a 2 A,off o z DISTRICT AND CITY OF FRESNO, RECORDED JULY 31, 1995 AS DOCUMENT NO. 95092128, O.R.F.0 M.D.B. & MTHE EAST LINE OF THE WAS TAKEN TO EENS00000'58" W,O PER TR CT NO. 5135,CTION 17, T.14 SRECORDED �i �. 1731: - �� 4. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "AGREEMENT FOR COMMON IN VOLUME 69 of PLATS AT PAGES 21 THROUGH 25, FRESNO COUNTY RECORDS. NI a, u i x M2 ,I oQ USE OF EASEMENTS AT EAST JENSEN AVENUE AND SOUTH MINNEWAWA AVENUE ALIGNMENT" of AfOJ' m RECORDED AUGUST 02, 1995, AS DOCUMENT NO. 95093940, O.R.F.C. REFERENCE IS MADE TO �. MAST PITT A�YNUM" SAID DOCUMENT FOR FULL PARTICULARS. LEGIOND ^"' 5. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "NOTICE OF IMPROVEMENT °; w COSTS DUE PR IOR .TORVRELOPET OF DE TO SAID DOCUMENT FOR FULL PAJUNE 19, RTICULARSAS . OR N0. SIC UTILITY EASEMENT NOW OFFERED O.R.F.C. E • ORSAS NOTED. FOR FOUND AND ACCEPTED PUE FOR DEDICATION FOR PUBLIC USE. 24 S. THE EFFECT OF AN INSTRUMENT ENTITLED "STATEMENT OF COVENANTS FOR CROSS ACCESS Q SET 1" O.D. IRON PIPE, 30" LONG,, UP 4", PPUE PL.AN70G AND PUBIJC UXITY EASEMENT AGREEMENT L AGREEMENT CROSS ACCESS EASEMENT FOR VEHICULAR ACCESS " g '0a ii RECORDED AUGUST ( ) IN 6 DIA. x 30 CONCRETE MONUMENT NOW OFFERED FOR DEDICATION FOR zI rt - / -� ro� � po�w� � � �i � 11, 2004, AS DOCUMENT N0. 2004 Oi7595�6, O.R.F.C. REFERENCE IS MADE Dt)11MV 6 AND TAGGED PLS 6619, EXCEPT PUBLIC USE. Av9ud TO SAID DOCUMENT FOR FULL PARTICULARS. AS NOTED. ii — (R) DENOTES RADIAL BEARING 7. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "AGREEMENT FOR RELOCATION RECORD DATA PER TRACT NO. 5135, ( ) RECORDED IN VOLUME 69 OF PLATS AT WA INDICATES RELINQUISHMENT OF DIRECT OF OPEN CHANNEL OWNED BY FRESNO IRRIGATION DISTRICT" RECORDED JANUARY 27, 2005 AS INSTRUMENT NO. 2005-0019047, O.R.F.C. REFERENCE IS MADE TO SAID DOCUMENT FOR FULL�i PAGES 21 THROUGH 25, FRESNO COUNTY ACCESS RIGH TS. .. O PARTICULARS. RECORDS. ROT ii INDICATES PORTIONS NOW OFFERED FOR ii CONTAINEDTHE TERMS AND PROVISIONS IN THE DOCUMENT ENTITLED "EARLY CONSTRUCTION [ .,, ] R TRACT NO. 4377, © DEDICATION FOR PUBLIC STREET AND 8. AGREEMENT FOR SEWER, WATER AND STORM DRAIN IMPROVEMENTS FOR TRACT MAP NO. 5258/5295" RECORDED IN VOLUME 57 OF PUTS AT UTILITY PURPOSES. €S 89'53'14" W 2733.68'} �(N 89'06' QL RECORDED MARCH 21, 2005, , N 89 4713 33.64 AS INSTRUMENT N0. 2005-0082290 O.R.F.C. REFERENCE IS MADE PAGES 33 THROIK�I 35, FRESNO COUNTY -� �� 1366.8 ((136&.85')) 1366.82 ((1366.85')) TO SAID DOCUMENT FOR FULL PARTICULARS. RECORDS, O PORTIONS PREVIOUSLY DEEDED TO THE i 1 COUNTY OF FRESNO FOR RIGHT OF WAY i € ... RECORD DATA PER TRACT NO. 4188, FOR PUBLIC ROAD PURPOSES PER DEED F�A57 CHURCH AY'r=NU r- (AL16NYEN7) RECORDS IN VOLUME 60 OF PLATS AT RECORDED OCTOBER 156 1920, 91 VOLUME PAGES 60 THROUGH 62, FRESNO COUNTY 22 PAGE 193, O.R.F.C. I RECORDS. o PORTIONS PREVIOUSLY DEEDED TO THE n < ... > RECORD DATA PER RECORD OF SURVEY COUNTY OF FRESNO FOR RIGHT OF WAY RECORDED IN BOOK 46 OF RECORD OF FOR PUBLIC ROAD PURPOSES PER DEED cq SURVEYS AT PAGE 44, FRESNO COUNTY RECORDED MAY 02, 1922, IN VOLUME o RECORDS. 213 PAGE 74, O.R.F.C. 10 N h 3 FOUND MONUMENTS� � (( ... )) RECORD DATA PER MAP OF SURVEY Q PORTIONS PREVIOUSLY DEEDED TO THE RECORDED IN BOOK 10 OF RECORD OF COUNTY OF FRESNO FOR RIGHT OF WAY N 1.r _ �- NORTH QUARTER CORNER OF SECTION 17, T. 14 S., R. 21 E., M.D.B.& M., SURVEYS AT PAGE 29, FRESNO COUNTY FOR PUBLIC ROAD PURPOSES PER DEED o I I FOUND 3" IRON PIPE, DOWN 8", TAGGED LS 2931, C.R. X4621 RECORDS. RECORDED AUG-UST 03, 1953, IN BOK 0 0 3336 PAGE 28, AS DOCUMENT NO. z2. NORTHEAST CORNER OF SECTION 17, T. 14 S., R. 21 E., M.D.B.& M., ALSO € ... RECORD DATA PER PARCEL MAP NO. 42649, O.R.F.C. O BEING THE NORTHWEST CORNER OF SECTION 16, T. 14 S., R. 21 E., M.D.B.& M., 91-05, RECORDED IN BOOK 55 OF PARCEL A FOUND FRESNO COUNTY BRASS CAP MONUMENT IN HANDWELL, C.R. #2889 MAPS AT PAGES 1 & 2, FRESNO COUNTY Q PORTIONS PREVIOUSLY DEEDED TO THE o I I (n RECORDS. COUNTY OF FRESNO FOR RIGHT OF WAY 04 3. EAST QUARTER CORNER OF SECTION 17, T. 14 S., R. 21 E., M.D.B.& M., FOR PUBLIC ROAD PURPOSES PER DEED CD ALSO BEING THE WEST QUARTER CORNER OF SECTION 16, T. 14 S., R. 21 C.R. CORNER RECORD ON FILE WITH FRESNO RECORDED JULY 10, 1953, IN BOOK 3328 z N E., M.D.B.& M., FOUND 3/4" IRON PIPE, DOWN 2", TAGGED LS 4201, C.R. #5629 COUNTY SURVEYOR. PAGE 470, AS DOCUMENT NO. 38963, O.R.F.C.W 4. SOUTHEAST CORNER OF SECTION 17, T. 14 S., R. 21 E., M.D.B.& M., ALSO F.C.R. FRESNO COUNTY RECORDS N 89'.36.'50—" W 2717.16 /I AN EASEMENT PREVIOUSLY DEEDED TO �. \ o BEING THE NORTHWEST CORNER OF SECTION 21, T. 14 S., R. 21 E., M.D.B.& M. FOUND FRESNO COUNTY BRASS CAP MONUMENT, FLUSH, C.R. #6161 LE LANDSCAPE EASEMENT NOW OFFERED FOR 1 FRESNO METROPOLITAN FLOOD CONTROL � Q DEDICATION FOR PUBLIC USE. DISTRICT FOR STORM DRAIN PIPE PURPOSES N 15. 3.0' WEST OF THE SOUTHEAST CORNER OF SECTION 17, T. 14 S., R. 21 PER DEED RECORDS (9 1 I L__, E., M.D.B.& M., FOUND BRASS CAP CENTERLINE MONUMENT O.R.F.C. OFFICIAL RECORDS FRESNO COUNTY AS DOCUMENT NO. N .✓I 6. SOUTH QUARTER CORNER OF SECTION 17, T. 14 S., R. 21 E., M.D.B.& M., OUTLOT "A" LOT IS FOR MULTI-PURPOSE TRAIL N o ALSO BEING THE NORTH QUARTER CORNER OF SECTION 20, T. 14 S., R. PURPOSES. AN EASEMENT PREVIOUSLY DEEDED TO o SCALE ® r -400' 21 E., M.D.B.& M. FOUND FRESNO COUNTY BRASS CAP MONUMENT, DOWN ® FRESNO IRRIGATION DIMT FOR PIPELINES I coC.R. 458 OUTLOT "B" LOT IS FOR OPEN SPACE PURPOSES. AND OTHER CONDUITS AND INCIDENTAL 2 PURPOSES PER DEED RECORDED JANUARY o 7. CENTER QUARTER CORNER OF SECTION 17, T. 14 S., R. 21 E., M.D.B.& M., OUTLOT "C" LOT IS FOR IRRIGATION CANAL PURPOSES. 13, , AS DOCUMENT N0. 2005-0009131, M 3 FOUND 3/4" IRON PIPE, DOWN 8% NO TAG, C.R. #4460 O.R.F.C. I CD N PE PEDESTRIAN EASEMENT NOW OFFERED o /8. SOUTHEAST CORNER OF LOT 1 OF "MINNEWAWA TRACT", FOUND 3 4" FOR DEDICATION FOR PUBLIC USE. SET 3/4" IRON PIPE, 30" LONG, FLUSH, oIRON PIPE, DOWN 12", TAGGED LS 2931 M 1 IN 6" DIA. x 30" CONCRETE MONUMENT cn ,_ ,E: BLUE BORDER INDICATES THE LIMITS OF DOWN 6 AND TAGGED PLS 6619 I _ 9. NORTHEAST CORNER OF LOT 8 OF "MINNEWAWA TRACT", FOUND 3/4" IRON THIS SUBDIVISION. PIPE, DOWN 4 , NO TAG M 2 SET 3/4" IRON PIPE, 30" LONG, UP 1 IN So DIA. x 30" CONCRETE MONUMENT 10. FOUND 3/4" IRON PIPE, DOWN 12% TAGGED LS 4998, 0.42' WEST OF THE DOWN 6" AND TAGGED 0N"04 TRUE POSITION OF THE NORTHEAST CORNER OF LOT 24 OF "MINNEWAWA NOTE _ TRACT" A 5T J E N 5 F. N A Y F. N U E I / 1" O.D. x 30" LONG IRON PIPE TO BE SET 6" DOWN AND TAGGED PLS-6619, AT ALL LOT CORNERS, MGLE POINTS, BEGINNING OF EVES AND END OF ( VES, OR AS R E V I S I O N N 89'26'20" W 2700.70' IS 89032'34" E 2700.74'1 NOTED VATHIN THE TIME SPECIFIED IN THE SUBDIVISION AGREEMENT FOR THIS TRACT 12/23/04*RE 05/16/05 RL OUTLOT "A" TO BE DEEDED TO THE CITY OF FRESNO. 05/25/05 RE 06/16/05 *RL DIRECT VEHICULAR ACCESS RIGHTS FROM EAST LORENA AND FLORENCE AVENUE TO OUTLOT "A" IS RELINQUISHED. 51':ESPNOZA -08/26/04 15A CAMP I LM: 03043FM1 C:\My Documen ts\03043FM1.dwg 06/16/2005 10:22:45 AM PDT SEE SHEET 4 LEFT 1 ; ON-02 FINAL MAP OF mi E tu 0 N 89.59'02" E 197.00 1 1 11.5.00' 32.0�� 25' 2 ' 41o'PPUE 15'LE--1 €€so' PHASE I OF TENTATIVE MAP NO. 588 00LO Ito 31 " 32 2 •• Lr25' Z _ N._89'50.',08 E 912.96' 1 M�i 1 o r i n r r r �1 1 t:. CL RVE TABLE CURVE TABLE (CONT,) SEE LEFT FINAL MAP OF 41 0 � CURVE RADIUS LENGTH CHORD DELTA CURVE RADIUS LENGTH CHORD DELTA 1 1 1 1 , 1 , /1 40' .. Cl 125.00 56.32 55.85 25'48'55" C71 45.00 52.47 49.54 66'48 07 10' .� N 89'50'08" E 2766.74' ((N 88'44' E)) �. „ C2 470.00 152.55 151.88 18.35 48 C72 530.00 110.01 109.81 11*53'32" TRACT NO _ a NI 1OO - C3 800.00' 2.15' 2.15' 0.09'14" C73 45.00' 31.78' 31.12' 40'27'33" C4 850.00' 2.28' 2.28' 0'09'14" C74 47.00' 100.29' $2.32' 122'15'50" ' , , f r n 1 f 1 , „ 5- 4 ,oC5 335.50 169.29 167.50 28'54 40 C75 47.00 98.67 81.52 120'17 06 2 156.43 L7 C6 202.50 616.87 404.54 174'32'15 c76 45.00 31.78 31.12 40.27 33 89 PHASE ' TENTATIVE P N 1 f 1 n 1 / / / n 525 1 / / - 1 1 1 , f /1 C7 35.50 23.07 22.67 37'14'32" C77 470.00 73.00 72.93 8 53 57 C8 350.00 131.221 130.45, .21*28'50" C78 350.00, 40.19, 40.171 6.34r 46n ^ , - C9 30.00 27.04 26.13 51'38'40" C79 470.00 97.89 97.71 .11'56'00" � �� W IN THE CITY OF FRESNO C10 280.00' 97.04' 96.56' 19'51'27" C80 350.00 65.09' 65.00' 10'39'20" Lu FRESNO COUNTY, CALIFORNIA N '_ c11 400.00 166.76' 23'53'10" ,' " �' SURVEYED AND PLATTED IN AUGUST, 2004 6.76 165.55 23 5310 C81 470.00 103.28 103.07 12 35 26 = U C12 600.00 120.85' 120.65' 11'32'26" C82 350.00' 50.30' 50.26' 814 03 13M r n C13 , r " C83 1 n v/ BY L - BRAUN ASSOCIATES 100.00 133.14 123.52 7616 55 52.00 15.06 15.01 16 35 38 " C14 450.00' 139.68' 139.12' 17'4706" C84 52.00' 106.50' 88.84' 117'20'45" W 1 , , 1 n 1 , r . , u � � C15 1200.00 130.01 129.95 612. 27 C85 470.00 137.47 136.98 16 45 29 v W CONSISTING Off' FIVE SHEETS 'o C16 275.00' 44.25' 44.20' 9.13'11" C86 52.09' 91.69' 80.26' 101.01'33" "' SHEET 4 Off' S SHEETS N' 1 ,^ 2 � 1 1 r C17250.00' 89.851 89.36r 1 20 35128n C87 175.00' 23.62r 1 23.61 7.44 04n " " C18 150.00 53.91 53.62 20'35'28" C88 175.00 55.23 55.00' 18 04 55 90 C19 150.00' 67.59' 67.02' 25'48'57" C89 45.00' 18.16' 18.04' 23.07'25" '0 C20 500.00' 600.20 564.811 6846'40" ,C90 45.00 4.46 4.46 5'40 43" °s SEE SWEET TWO FOR BASIS OF S 1 W � C21 500.00 181.66 180.66 20 49 00 C91 52.00' 71.38' 65.91' 78'38'59" LAST PITT AYLNUL BEARDS, LEGEND AND FOUND ' C22 250.00 68.04 67.83 15 35 37 C92 470,00' 29.26' 29.26' 3'34'02" MONUMENT DESCRPTIONS LAST ATCH I SON N C23 677.00' 145.59' 145.31' 12'19'17" C93 52.00' 63.85' 59.92' 70'21'21" STIRZI!T C24 250.00 89.85 89.36 203528n C94 45.00 11.10 11.07 14'07159„ R 44 79 o C25 500.00' 231.63' 229.56' 26'32'34" C95 470.00' 110.65' 110.40' 13'2920" , o� ti C26 200.00' 150.15' 146.65' 43.00'52" C96 45.00' 8.78' 8.76' 11'10'23" � SEE SHEET THREE FOR C27 500.00' 368.57' 360.28' 42'14'06" C97 275.00' 57.46' 57.36' 11'58'18" iv) M LINE TABLE r , , n 1 , 1 1 11 C28 825.00 2.22 2.22 0'09114 C98 275.00 17.87 17.86 3'43 20 C29 325.00' 144.47' 143.28' 25.28'09" C99 275.00' 44.86' 44.81' 9'20'48" cry RADIAL TABLE 3 500.00, 138.05, 1 7.61' 5. 9' 7" Cl0 530.00' 57.2.9' 57.26' 6.11'36" t-a CURVE TABLE (CONT.) RACNAL TABLE (CONT.) C30 500.00 230.52 228.49 26'24 5 � / r , , 1 n , f 1 . , n 3 1 4 09 c101 275.00 15.33 15.33 31138 CURVE RADIUS LENGTH CHORD DELTA RADIAL BEARING RADIAL BEARING C33 ' Cl3 47.85' 47.84' 4'12'18" •1 C116 530.0,0' , n " 1 n C32 150.00 43.46 43,30 16'35'55" C102 652,0 36.77 36.76 3'58 28 R1 N46 25 21 W R41 N16 53 06 W 0' 58.31' 58.28' 6'18'13 , , , , , n 470.00 411.64 398.61 5010 52 530.0 � C117 52.00 47.28 45.67 52'05'42" R2 N70 4718"W R42 812#33'51 E C34 350.00 155.581 154.30 25'28'09 a C104 652.00' 60.00' 59.98' 5'16'21 0118 530.00' 72.26' 72.20' 7'48'41" R3 S11'48'17"W R43 N16'08'31"W C35 52.00 213.25 92.26 234'57'56" C105 530.00' 44.52' 44.51' 4'48'46" 0119 52.00' 48.21' 46.50' 53'07'10" R4 S45`55'39"W R44 N11033'11"W C36 45.00' 57.42' 53.61' 73'06'48" C106 652.00' 8.78' 8.78' 0'46'16" 24 f „ „ „ r 1 f n 1 r f 1f � � � � C120 52.00 49.20 47.39 5412 45 R5 N46 25 23 W R45 N09 5018 W I C38 300.001 38.331 38.311 719171/ C107 52.001 31.221 30.751 34 2358 � ^w ,�, C121 225.00' 16.54' 16.54' 4'12'42" R6 NO3'2,6'1 2"W R46 N0616'50"W N 225.00 80.06 79.63 20 2310 C108 52.00 40.00 39.02 44'04'26" �, „ , , r , , „ 1 r , . r n '� �-" C122 225.00 60.18 60.00 1519'29" R7 N001316 W R47 N001234"E C39 175.00 31.34 31.30 1015 42 C109 52.00 5.48 5.47 6 02 00 ,' „ t� „ LLl C123 225.001 60.18 60.00 1519'29" R8 N10'20'44"W R48 S39 54 32 E 63 C40 175.00 78.85 78.19 25 48 59 C110 702.00 99.72 99.63 8 0819 � ` » „ ){� C41 125.00' 12..08' 12.07' 5'32'06" C111 702.00' 15..54' 15.54' 1.16'06" C124 225.00 32.02 31.99 8 0912 R9 N46 25 25 W R49 S83 58 5$ E , %C, 2 C125 530.00 100.17 100.02 10 49 45 R10 N15 04 20 W R50 N14 29 23 W C42 470.00 139.91 139.40 17.03 22 C112 275.00 65.83 65.68 13'42 59 n •• " : 9'52"E 1 1 1 1 1 1 1 N � � C126 52.00 50.11 48.19 5512 48 R11 N16 28 09 W R51 S00 0 ppA C43 460.00 29.06 29.05 3'37'10" c113 275.00 33.00 32.98 6'52 29 >R CQ C127 52.00' 44.82' 43.45' 49'23'16" R12 N00 3513E R52 S83 06'33"W u- `y 40 C44 45.00 22.62 22.38 28.48 08 C114 52.00 49.98 48.08 55 0418 a Cl8 52.00' 38.84' 37.94' 42.47'44" R13 NO3'2436"W R53 " 10' r r 1 / 11 / r „ S78'S4 07 E C45 52.00 135.23 100.22 149'00 20 Cl5 52.00 48.21 46.50 53 0711 „ 64 Q C129 45.00 17.76 17.65 22'36'52" R14 S03'13'03"E R54 S25 46 56 E C46 45.00' 19.88' 19.71' 25'18'22" 0 C130 45.00' 4.86' 4.86' 6'11'16" R15 NO2'15'51"W R55 N24'34'54"W ' ' r , r . , n . 1 n C47 275.00 75.33 75.09 15'41'38" rl O C131 175.00 69.10 68.65 22 37 25 R16 N05 01 32 W R56 S26.18'46"W �Q C48 275.00 60.19 60.07 12'32 26 „ N 7y Q C132 175.00 62.28 61.95 20 23 27 R17 N22 20 07 W R57 N32'23 35 W tta C49 652.00' 116.63' 116.47' 1014'55" G'� •- 6 » s �' C133 530.00; 81.83' 81.75' 8:50'47- R18 N06.21;04"W R58 S79.25'56"W � 65 C50 52.00' 76.70' 69.93' 84'30'24" ' �e a �' 0 , n 0% C14g ►�, + C134 530.00 89.86 89.75 9 42 52 R19 S54 03 41 E R59 N04 02 50 E LL1 � C51 538.00 23.23'1 23.22'1 . 2'28 25'11 1 ' �• 1 1 n » 1 n T C52 530.00 160.12 159.51 1718 35 -------_, �^ �0 C135 175.00 30.15 30.11 9'5216 R20 853 43 57 W R60 N34'41 48 E �� -� X77 C�� �'lg � C136 175.00' 20.55' 20.54' 6'43'39" R21 N43*13'20"W R61 S61'34'11"E ' C53 225.00' 80.86' 80.43' 20'35'28" i - /7p Cl� Q Z & {.gyp r r , . f n r u Q i C1 yk C137 47.00 9.06 9.05 11'02'41"- R22 N51 04 40 W R62 563.13 01 W C54 702.00' 115.26' 115.13' 9'2425" �'q i j �` , , , . , „ . , n . / n �1 } 66 C55 225.00' 61.24' 61.05' 15'35'37" i� L14 ��8 ! C138 47.00 72.97 65.86 88 57 25 R23 N69 3819 W R63 S13 49 44 W T' g C56 !' ; �' O h, C139 47.00' 84.77' 73.74' 103'20'22" R24 N81'11'23"W R64 N06'21'08"W 0 45.00 6.05 6..0 7 42 '0 m i \ C140 47.00' 22.54' 22.32' 27'28'27" R25 S80'26'45"W R65 N22'27'33"E tl� C57 52.00 242.88' 75.05' 26737'06" b i C141 530.00' 92.96' 92.84' 10'0256" R26 N7T29'34"W R66 N59'55'27"W � C58 45.00 6.05 6.05 7 42 22 � C142 530.00' 17.05' 17.05' 1'50'36" R27 N81'11'23"W R67 N06'3347"E r. 0 W C59 275.00' 98,83' 98.30' 20'35'28" i „ Cl3 47.00 17.57 17.47 21 25 08 R28 p � � � � " �� 880 26 27 W R68 N07 46 02 E (� ^ 67 � C60 530.00 209.20 207.84 22'36 54 r , , r n . , n , , n I -j b C144 47.00 82.72 72.45 100'50 42 R29 N29 30 23 W R69 S22 53 37 E �' = C61 225.00' 168.92' 164.98' 43'00'52" , » U C145 47.00 81.27 71.52 99'04 24 R30 N2711 12 W R70 N87'32'30"W • C62 45.00' 22.62' 22.38' 28'48'08" C146 47.00' 17.40' 17.30' 21'12'42" R31 N41'2623"W R71 N19'39'19"E E- I C63 52.00 133.77 99.82 147'23'48 I » » „ v C147 300.00 103.97 103.45 19.51 27 R32 N37 50 32 W R72 S18'37 5 E 0 C64 45.00' 22.62' 22.381 28'48'08" C148 50.00' 45.07 43.56' 51'38'40" R33 N54'01'49"W R73 S4T31'05"W LAST 6LA}�Y I- �„ O . S T 68 W C65 175.00' 131.38' 128.32' 43'00'52" C66 530.00' 171.69' 170.94' 18'3339" O Q C149 370.00 138,71 137.90 21 28 47 R34 N62'40'13 W R74 S16-48'56"W C67 r 1 n j C150 60.00' 21.55' 21.43' 20.34'35" R35 S00'00'58"E 175.00 50.70 50.52 16 35 55 t , Z C68 " C151 172.50 475.30 338.59 1575215 R36 N28 20 30 W 45.00 14.90 14.84 18 58 35 , „ b 3 C152 365.50 184.43 182.48 28 54 40 R37 N66 53 33 W C69 47.00' 82.03' 72.01' 100'00'06" / i� 0153 435.50' 219.75' 217.43' 28'54'40" R38 N40'08'11"E i c70 47.00' 107.31' 85.47' 130'48'49" i� ,� C154 102.50' 298.40' 203.64' 166'48'04" R39 NO2.58'49"W 79 I C155 1200.00' 104.95' 104.92' 5'00'39" R40 S16*05'11"E C156 1200.00' 1 25.06' 25.06' 1'11'48" r 80 �O 1 N 89'47'13" W 1366.82' 40 10' L17 ((N 89.06' E 1366.85')) �No REVISION$ 12/23/04*RE 05/16/05 RE 2 05/25/05 RE 89 SEE RIGHT 5Y:ESPNOZA -08/26/04 15A GAV1011-L: 03043FMI C:\My Documents\03043FM1.dwg 06/06/2005 09:43:48 AM PDT My Or FREiz%lo V 500' FINAL MAP OF TRACT NO , 5258 PHASE! I OF TENTATIVE MAP N . 59158 IN THE CITY of FRESNO FRESNO COUNTY, CALIFORNIA SURVEYED AND PLATTED IN AUGUST, 2004 BY INGELB - BRAUN & A8190CIATES CONSISTING OF FIVE SHEETS HE T a OF B SHEETS LIST OF COVENANTS THAT WILL RECORD CONCURRENTLY WITH THE MAP= 1. A STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT DEFERRING CERTAIN SEWER CONNECTION CHARGES, WATER CONNECTION CHARGES, URBAN GROWTH MANAGEMENT FEES AND DEVELOPMENT FEES TO THE TIME OF ISSUANCE OF CERTIFICATE OF OCCUPANCY AND CREATION OF LIEN FOR TRACT NO. 5258, PHASE 1 OF VESTING TENTATIVE MAP NO. 5258 AN TRACT NO. 5 5, PHASE 1 OF VESTING TENTATIVE MAP NO. 5295, PER DOCUMENT RECORDED / -11Q AS DOCUMENT NO. 2hb-T- 0/5W4!$ OFFICIAL RECORDS FRESNO C Y. 2. A STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT PROVIDING SPECIAL SOLID WASTE DISPOSAL SERVICES FOR CERTAIN LOTS WITHIN TRA T NO. 5258, PHASE 1 OF VESTING TENTATIVE MAP NO. 5288, PER DOCUMENT RECORDED 2&!1_4, . AS DOCUMENT NO. 2605-- b/.S fjL/! OFFICIAL RECORDS FRESNO COUNTY. 3. A STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT FOR TEMPORARY OFF-SITE STREET FACILITIES FOR TRACT NO. 5258, PHASE 1 OF VESTINGNTA71VE MAP NO. 5258 AND TRACT NO. 5295, PHASE 1 OF VESTING TENTATIVE MAP NO. 5295, PER SENT RECORDED ^'t�luAZ maAWL, AS DOCUMENT NO. �D.�-b/sl dlfv 34) OFFICIAL RECORDS FRESNO COUNTY. 4. A STATEMENT OF COVENANT'S AFFECTING LAND DEVELOPMENT FOR THE MAINTENANCE OF LANDSCAPING AND I #GATION SYSTEM, TRAIL, OPEN SPACE, PEDESTRIAN GATES AND ENTRY TREATMENTS FOR TRACT NO. 5258, PHASE 1 OF VESTING TENTATIVE MAP NO. 5258 AND TRACT NO. 5295, PHASE 1 OF VESTING TENTATIVE MAP NO. 5295 PER DOCUMENT RECORDED AS DOCUMENT NO. .2b bS-6 Z.Tq G2 OFFICIAL RECORDS FRESNO COUNTY. 5. A STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT FOR TEMPORARY STORM DRAINAGE FACILITIES FOR TRACT NO. 5258, PHASE 1 OF VESTING TENTATIVE MAP NO. 5258 AND TRACT NO. 5295, PHASE 1 OF VESTING TENTATIVE MAP NO. 5295 PER DOCUMENT RECORDED -7,&4e /Q ZDV AS DOCUMENT NO. JODS- 0/54G t Z . OFFICIAL RECORDS FRESNO COUNTY. 6. A STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT LIMITING SINGLE-STORY CONSTRUCTION ON CERTAIN LOTS WITHIN TRACT NO. 5258, PHASE 1 OF VESTING TENTATIVE MAP NO. 5258 PER DOCUMENT RECORDEDt /1 . .2605 _, AS DOCUMENT NO. _g2[6,S- D/SS/`XJ OFFICIAL RECORDS FIRENOCOUNTY. IIS T R 2!V 16 IQN5 5Y:ES:IWZA -06/21/0 115A CAVIOILM: 03043FMI C:\My Documents\03043FM1.dwg 06/21/2005 10:51:50 AM PDT PORTION OF TRACT NO. 5858 EXHIBIT 'A' 5MZr NAME CORRECTIONS TO THE MAP RECORDED IN VOLUME 15 OF PLAT5 AT PA6E5 I,2,5,4,AND 5,FRESNO COUNTY RECORDS Recording Requested By: IQ Public Works Department = Z 51 CC City of Fresno 66 -1} 57 58 59 ® No Fee-Govt. Code Sections .> Z 6103 &27383 60 50 1211312005,Z0050Z91539 0 When Recorded Mail To: 67 EAST LORr=NA A�4 61 chPublic Works Department EAST GEARY S7REET OCO � City of Fresno -J 2600 Fresno Street 62 Fresno, California 93721-3623 68 69 70 71 rl r� Space Above Line for Recorder's Use 72 CERTIFICATE OF CORRECTION .01 TRACT NO. 5258, RECORDED IN VOLUME 73 OF PLATS AT PAGES 1,2,3,4 AND 5, FRESNO 73 COUNTY RECORDS. _A STREET NAME TRANSPOSITION ERROR 79 -J ON THE FINAL TRACT MAP WAS DETECTED. 78 77 4 76 AS A RESULT OF THE CONSTRUCTION OF PERMANENT IMPROVEMENTS,THE STREET NAMES 75 NOTED ON EXHIBIT"A" HAVE BEEN CHANGED IN ACCORDANCE WITH THE NOTATION ON SAID EXHIBIT. ALL OTHER STREET NAMES CONFORM TO THE MAP AS ORIGINALLY RECORDED. � S % 74' T G5 PROPERTY OWNER: EgSr Y GORENA SUE McMiLLIN SUNNYSIDE RANCH, LLC., A 0�0 - DELAWARE LIMITED LIABILITY COMPANY O�p,�IANO ��s���ti� C.iN�����` 82 SURVEYOR OF RECORD: o d' 80 81 83 u CL po, 661 * 84 JEFWI LES, P 619 Exp j OF C A� scAi.e ®r- K)a CITY ENGINEER OF THE CITY OF FRESNO 89 88 87 86 85 MICHAEL KIRN, PLS 7609 BY: DEPUTY -AND - EAST FLORENCE A\/ENUE JFRO,& s F No. �4�99 8fQ0 " Exp.1`:�. LAAiD � CoQ REVISIONS PREPARED BY. 10/27/05;M;321EN OF C AL�� o s ®®® INGEL BRAUN Be ASSOCIATES CIVIL ENGINEERING AND LAND Summ; 875 WEST ASHLAN AVENUE, SUITE 102 OF CA�� CLOVIS, CALIFORNIA 93612 BY:6uTl>:RR52 -10/8/05 (559) 291 - 0427 15A GAE;PILE: 05045G0G G:\Chad\03043COC.dwg 11/7/2005 3:37:20 PM PST