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HomeMy WebLinkAboutT-5686 - Map - 2/16/2007 MAP OF SURVEYOR"S STATEMENT TRACT NO . 5686 THE SURVEY FOR THIS MAP WAS MADE BY ME OR UNDER MY DIRECTION AND IS TRUE AND COMPLETE AS SHOWN. MAP WASAND IS BASED UPON A FIELD SURVEY PHASE II OF TENTATIVE MAP NO. 5427 IN THIS CONFORMAN ER WITH ETHE REQUIREMENTS OF THEBY ME OR UNDER MYRECTION SUBDIVISION MAP ACT AND LOCAL ORDINANCE AT THE FRESNO ON JUNE 06 . 1 BEING A SUBDIVISION OF A PORTION OF PAREL "A" LAND ALL THE MONUMEN S F REUESTOARELOF THE CHARACTER AND OCCUPY ENNAR �THEO POSITIONS R INDHEREBY THATOR (PARCEL MAP NO. 2004-29, BOOK 65 OF PARCEL MAPS, PAGES 63-64, F.C.R.) `���f c SG�G WILL BE SET IN THOSE POSI110NS ON OR BEFORE ONE YEAR OF THE DATE THIS MAP IS F� RECORDED, OR WILL BE, SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED, AND THAT THIS IN THE CITY OF FRESNO N FINAL MAP SUBSTANTIALLY CONFORMS TO THE CONDITIONALLY APPROVED TENTATIVE MAP. FRESNO COUNTY, CALIFORNIA Exp. 12-31- 1-2007 SURVEYED AND PLATTED IN JUNE, 2005 s�gTF �Fo��`� RECORD TITLE INTEREST STATEMENT BY INGELS - BRAUN & ASSOCIATES o F CAS JEFFREY C. INGELS PLS 6619 EXP 12/31/2007 DATE: THE UNDERSIGNED, BEING ALL PARTIES HAVING ANY RECORD TITLE INTEREST IN THE LAND WITHIN CONSISTING OF 3 SHEETS THIS SUBDIVISION, HEREBY CONSENT TO THE PREPARATION AND RECORDATION OF THIS MAP AND SHEET 1 OF 3 OFFER FOR DEDICATION FOR PUBLIC USE THE PARCELS OF LAND AND EASEMENTS SPECIFIED ON LEGAL DESCRIPTION CITY ENGINEER'S CERTIFICATE SAID MAP AS INTENDED FOR PUBLIC USE FOR THE PURPOSES SPECIFIED THEREIN. LENNAR FRESNO, INC. A CALIFORNIA CORPORATION I HEREBY CERTIFY THAT I HAVE EXAMINED THIS MAP, THAT THE SUBDIVISION SHOWN IS SUBSTANTIALLY THAT PORTION OF PARCEL A OF PARCEL MAP NO. 2004-29, RECORDED IN BOOK 65 OF PARCEL MAPS THE SAME AS IT APPEARED ON THE APPROVED TENTATIVE MAP, AND ANY APPROVED ALTERATIONS AT PAGES 63 THROUGH 64, FRESNO COUNTY RECORDS, IS DESCRIBED AND BOUNDED AS FOLLOWS: THEREOF, THAT ALL PROVISIONS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCES APPLICABLE AT THE TIME OF APPROVAL OF THE TENTATIVE MAP HAVE BEEN COMPLIED WITH AND THAT I AM BY. SATISFIED THAT THE MAP IS TECHNICALLY CORRECT. STEVE LUTTON, VICE PRESIDENT BEGINNING AT THE SOUTHEAST CORNER OF SAID PARCEL A; THENCE NORTH 00'04'11" EAST, ALONG THE EAST LINE OF MICHAEL T. KIRN, PLS 7609 SAID PARCEL 'A', A DISTANCE OF 1293.51 FEET TO THE NORTHEAST CORNER OF THE EASTERLY MOST CITY ENGINEER PORTION OF SAID PARCEL 'A'; THENCE ALONG THE NORTH LINE OF SAID EASTERLY PORTION, NORTH LICENSE EXPIRES 89'46'03" WEST, A DISTANCE OF 494.22 FEET TO THE BEGINNING OF A NON-TANGENT CURVE CONCAVED TO THE SOUTHWEST, HAVING A RADIUS OF 610.00 FEET, A RADIAL LINE FROM SAID POINT BEARS SOUTH 59'14'07" WEST; THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 29'51'45", AN ARC BY: DISTANCE 317.93 FEET; THENCE NORTH 60'37'38" WEST, A DISTANCE OF 369.42 FEET; THENCE NORTH CITY ENGINEER �T ��TT r r� 12.36"53" WEST, A DISTANCE OF 12.51 FEET, THENCE NORTH 35'23'51" EAST, A DISTANCE OF 1.76 FEET; NOTARY AC 1r O Y�I LEDGE EN 1 OFE87 64 NORTH STHENCE SOUTH 54 36 09DISTANC EAST, A DISTANCE OFTHE80.00 FEET;SOUTH S•THENCE NNORTH 77 23 07E • NCEWEST00 DATE: • • f fl • 7 " EAST, A DISTANCE OF 12.12 FEET, THENCE SOUTH 60'37'38" EAST, A DISTANCE OF 189.06 FEET; THENCE STATE OF CALIFORNIA... SOUTH 15'37'38" EAST, A DISTANCE OF 16.53 FEET; THENCE SOUTH 29'22'22" WEST, A DISTANCE OF CONSULTING LAND SURVEYORS STATEMENT 412.31 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVED TO THE NORTHWEST HAVING A RADIUS COUNTY OF ..... OF 375.00 FEET, A RADIAL LINE FROM SAID POINT BEARS NORTH 60'37'38" WEST, THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 33'56'39", AN ARC DISTANCE OF 222.16 FEET TO I HEREBY STATE THAT I HAVE EXAMINED THIS MAP, AND THAT I AM SATISFIED THAT THE MAP IS THE BEGINNING OF A REVERSE CURVE CONCAVED TO THE SOUTHEAST HAVING A RADIUS OF 50.00 FEET, TECHNICALLY CORRECT. ON BEFORE ME, A RADIAL LINE FROM SAID POINT BEARS SOUTH 26'40'59" EAST, THENCE SOUTHWEST ALONG SAID CURVE PERSONALLY APPEARED, � " � " URS CORPORATION AMERICAS THROUGH A CENTRAL ANGLE OF 91 37 35 , AN ARC DISTANCE OF 79.96 FEET; THENCE SOUTH 62 29 22 PERSONALLY KNOWN TO ME (OR PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE) WEST, 3440 VINCENT ROAD, SUITE C A DISTANCE OF 109.46 FEET TO THE BEGINNING OF A NON-TANGENT CURVE CONCAVED TO THE TO BE THE PERSON(S) WHOSE NAME(S) IS/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND PLEASANT HILL, CA 94523 ACKNOWLEDGED TO ME THAT HE/SHE THEY EXECUTED THE SAME IN HIS/HER/THEIR AUTHORIZED EAST, HAVING A RADIUS OF 360.00 FEET, A RADIAL LINE FROM SAID POINT BEARS NORTH 64.52'26" CAPACITY(IES), AND THAT BY HIS/HER/THEIR SIGNATURE(S) ON THE INSTRUMENT THE PERSON(S), EAST; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 3'11'00", AN ARC OR THE ENTITY UPON BEHALF OF WHICH THE PERSON(S) ACTED, EXECUTED THE INSTRUMENT. DISTANCE OF 20.00 FEET; THENCE SOUTH 28'18'34" EAST, A DISTANCE OF 526.98 FEET; THENCE SOUTH 71'06'54" EAST, A DISTANCE OF 12.16 FEET, THENCE SOUTH 2427'20" EAST, A DISTANCE OF 68.00 FEET, WITNESS MY HAND. THENCE SOUTH 23'37'45" WEST, A DISTANCE OF 12.14 FEET TO THE BEGINNING OF A NON-TANGENT ROBERT W. ABBOTT, PLS 6071 DATE CURVE CONCAVED TO THE WEST, HAVING A RADIUS OF 440.00 FEET, A RADIAL LINE FROM SAID POINT ACTING FOR THE CITY OF FRESNO BEARS SOUTH 71'03'34" WEST; THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 18'57'00", AN LIC. EX. 12-31-07 SIGNATURE ARC DISTANCE OF 145.53 FEET; THENCE SOUTH 00'00'34" WEST, A DISTANCE OF 156.24 FEET, THENCE NAME: TOUTH THEBSOUTHWESTST, A DISTANCE HAVING A RADIUS 10.00 FEET TO THE OF 20.0 FEET, A RADIAL INING L NE OF A FROM SAID ENT CURVE CONCAVED POINT BEARS SOUTH PLANNING COMMISSION CERTIFICATE COUNTY OF: 00'00'34" WEST; THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 90'00'00", AN ARC DISTANCE OF 31.42 FEET, THENCE SOUTH 00'00'34" WEST, A DISTANCE OF 25.00 FEET TO THE I HEREBY CERTIFY THAT I HAVE EXAMINED THIS MAP, THAT THE SUBDIVISION SHOWN CONFORMS MY COMMISSION EXPIRES: SOUTH LINE OF SAID PARCEL A; THENCE ALONG SAID SOUTH LINE SOUTH 89'59'26" EAST, A DISTANCE TO, AND IS IN COMPLIANCE WITH THE APPROVED TENTATIVE MAP AND REQUIREMENTS IMPOSED COMMISSION NUMBER: OF 1072.74 FEET TO THE POINT OF BEGINNING. BY THE FRESNO CITY PLANNING COMMISSION AS A CONDITION TO THE ACCEPTANCE OF THE FINAL MAP. DATE: NICK P. YOVINO SECRETARY OF THE FRESNO CITY PLANNING COMMISSION CITY CLERK'S CERTIFICATE I HEREBY CERTIFY THAT THE COUNCIL OF THE CITY OF FRESNO, BY RESOLUTION NO. ADOPTED ON ' APPROVED THE WITHIN MAP AND ACCEPTED ON BEHALF OF THE PUBLIC ALL PARCELS OF LAND AND EASEMENTS OFFERED FOR DEDICATION FOR PUBLIC USE IN CONFORMITY WITH THE TERMS OF THE OFFER OF DEDICATION, AND APPROVED THE ABANDONMENT OF THOSE PUBLIC STREETS AND/OR PUBLIC EASEMENTS NOT SHOWN ON THE MAP AND NOTED AS ABANDONED BY THE FILING OF THE MAP. REBECCA E. KLISCH, CMC CITY CLERK BY: DATE: DEPUTY RECORDER"S CERTIFICATE DOCUMENT NO. FEE $ FILED THIS DAY OF 200_, AT M. IN VOLUME OF PLATS, AT PAGES AT THE REQUEST OF INGELS - BRAUN & ASSOCIATES. PREPARED BY: R E V I SI O NS 1mim1 ®®® INGELS BRAUlei TM * 5/30/06 FRESNO COUNTY RECORDS. & AS S O G I AT E S BLAU 9/13/06 1 ROBERT C. WERNER, COUNTY RECORDER CIVIL ENGINEERING AND LAND SURVEYING 11 1 875 WEST ASHLAN AVENUE, SUITE 102 BY: CLOVIS, CALIFORNIA 93612 SY:GUTIERREZ -01/03/06 (559) 291 - 0427 15A CAV=I LE: 04073FM DEPUTY F:\2004\04-073\04073FM-5686.DWG /25/2007 9:18:21 AM PST LEGEND • EXISTING MONUMENT FOUND AND ACCEPTED € ... RECORD DATA PER PARCEL NO. 2083 PUE PUBLIC U11UTY EASEMENT NOW OFFERED LE LANDSCAPE EASEMENT NOW OFFERED FOR PORTIONS PREVIOUSLY DEDICATED TO THE P.G.&E. MAP OF OR AS NOTED. RECORDED IN BOOK 13 OF PARCEL FOR DEDICA11ON FOR PUBLIC USE. DEDICATION FOR PUBLIC USE. FOR PUBLIC UTILITY PURPOSES PER DEED RECORDED MAPS AT PAGES 25, F.C.R. MARCH 27, 2006, AS INSTRUMENT NO. @SET 1" O.D. IRON PIPE, 30" LONG, UP 4, (R) DENOTES RADIAL BEARING � PORTIONS PREVIOUSLY DEEDED TO THE COUNTY 2006-0062421, RECORDED F.C.R. IN 6"' DIA. x 30" CONCRETE MONUMENT < ... > RECORD DATA PER PARCEL N0. 1231 OF FRESNO FOR RIGHT OF WAY FOR PUBLIC ROAD F.C.R. FRESNO COUNTY RECORDS PURPOSES PER DEED RECORDED JULY 16, 1889, PORTIONS PREVIOUSLY DEDICATED TO THE CITY OF DOWN 6 AND TAGGED PLS 6619, EXCEPT RECORDED IN BOOK 7 OF PARCEL FRESNO FOR RIGHT-OF-WAY FOR PUBLIC STREET TRACT NO • AS NOTED. MAPS AT PAGES 51, F.C.R. C.R. CORNER RECORD ON FILE WITH FRESNO IN BOOK 98, PAGE 42, OF DEEDS COUNTY SURVEYOR. PURPOSES PER PER DEED RECORDED JUNE 7, 2006 RECORD DATA PER TRACT NO. 5370, RECORD DATA PER TRACT N0. 5233, T.F. TIES ON FILE WITH FRESNO COUNTY � INDICATES PORTIONS NOW OFFERED FOR AS INSTRUMENT NO. 2006-0119445, F.C.R. PHASE II OF TENTATIVE MAP NO. 5427 � RECORDED IN VOLUME 71 OF PLATS « "' DEDICATION FOR PUBLIC STREET AND INDICATES PORTIONS NOW OFFERED FOR DEDICATION AT PAGES 95 THROUGH 98, F.C.R. RECORDED IN VOLUME 70 OF PLATS SURVEYOR. UTILITY PURPOSES. O IN THE CITY OF FRESNO AT PAGES 89 THROUGH 91, F.C.R. PLANTING AND PUBLIC UTILITY EASEMENT NOW TO THE CITY OF FRESNO FOR A 26' MULTI-PURPOSE [ ... ] RECORD DATA PER PARCEL NO. 2003-26, PPUE OFFERED FOR DEDICATION FOR PUBLIC USE. Q PORTIONS PREVIOUSLY DEDICATED TO THE CITY TRAIL EASEMENT FOR PUBLIC USE. FRESNO COUNTY, CALIFORNIA €€ ... �� RECORD DATA PER PARCEL N0. 2004-29 OF FRESNO FOR PUBLIC ROAD PURPOSES PER RECORDED IN BOOK 64 OF PARCEL RECORDED IN BOOK 65 OF PARCEL MAPS PE PEDESTRIAN EASEMENT NOW OFFERED FOR PARCEL MAP N0. 2004-29, RECORDED IN BOOK eV INDICATES RELINQUISHMENT OF DIRECT ACCESS SURVEYED AND PLATTED I N MONTH, YEAR MAPS AT PAGES 44 AND 45, F.C.R. AT PAGES 63 AND 64, F.C.R. DEDICATION FOR PUBLIC USE. 65 OF PARCEL MAPS AT PAGE 63-64, F.C.R. RIGHTS. BY I N G E L$ - BRAUN & ASSOCIATES BLUE BORDER INDICATES THE LIMITS OF THIS FOUND MONUMENTS: MON-01 BASIS OF BEARINGS NOTE : SUBDIVISION CONSISTING OF 3 SHEETS 1. SOUTH QUARTER CORNER OF SECTION 22, TOWNSHIP 1" O.D. x 30" LONG IRON PIPE TO BE SET 6" DOWN AND TAGGED SHEET 2 OF 3 13 SOUTH, RANGE 21 EAST,S M.D.B.&M., POSITION THE SOUTH UNE OF THE SOUTHEAST QUARTER OF SECTION 22, T.13 LS-6619, AT ALL LOT CORNERS, ANGLE POINTS, BEGINNING OF ESTABLISHED BY 2' TIES WITH CENTER POINT, T.F. S., RTR T M.D.B.&M. WAS TAKEN TO BE SOUTH 8PLAT 6" EAST, CURVES AND END OF CURVES, OR AS NOTED WITHIN THE TIME PER TRACT N0. 5233, RECORDED IN VOLUME 70 OF PLAT MAPS AT SPECIFIED IN THE SUBDIVISION AGREEMENT FOR THIS TRACT. � PAGES 89-91, FRESNO COUNTY RECORDS. 2. SOUTHEAST CORNER OF SECTION 22, TOWNSHIP 13 SCALE ® P -100' SOUTH, RANGE 21 EAST, M.D.B. & M., FOUND 3/4" OUTLOT A - FOR MULTI-PURPOSE TRAIL ACCESS PURPOSES IRON PIPE, DOWN 3", NO TAG. C.R. #6257 NOTES: 3. CENTER QUARTER CORNER OF SECTION 22, TOWNSHIP 13 SOUTH, RANGE 21 EAST, M.D.B. & M., FOUND 3/4" THIS PROPERTY SUBJECT TO THE FOLLOWING: IRON PIPE, DOWN 8", NO TAG. C.R. #1195 / _ 1. STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT 4. EAST QUARTER CORNER OF SECTION 22, TOWNSHIP 13 p SEE SHEET 3 ACKNOWLEDGING RIGHT-TO-FARM LAW TRACT NO. 5686, PHASE 2 OF VESTING TENTATIVE MAP TRACT NO. 5427, RECORDED SOUTH, RANGE 21 EAST, M.D.B. & M., FOUND 3/4" ti� ti`' 1pp� sem\ - -- _r- -- -•�_- _ AS DOCUMENT NO. IRON PIPE, DOWN 8", NO TAG. C.R. 1157 \ i \\o� 11 100.00 1 aoZio •- - --•-- - - -- -- -- -� - -- - - - -- -- -- _ FRESNO COUNTY RECORDS # /p0 \ - - o0 100.00 b o, 1^Z I 0 100.00' b 100.00' I - I I- 100.00' 100.00' -o l I Q I l0 20 30 35 R1 12< rn I to o of Io 0 of 1 r:I I 158.00 I I 200 �� • 00) \\ ���Z S89 55 49 E 1 125 125 1 Ico o of N ,�`' o 0 0l co l0 0 0l I o I i I o 10 PU 30 25 51 2. STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT FOR -•-� \ \vc 69 1 =a 1-1-1 PE 125 I I� 45 = 69 co [CO146 3 co 135, �1 co 0 117 0 -- -- -- -- -- - - -- -- 3 \ S cl Z 8 PPUE--a I �,zo I " I I 25 , I I � = 1 PES 00 I I o Io � 4-1 LANDSCAPE MAINTENANCE FOR TRACT NO. 5686, PHASE 2 OF VESTING ,_, � `��' ..� �p0� o ;�I ai ►? I _ 5 49 111 1 z 1 \o •�,6 cr I I o �I 89 55 49 W$ , I I 100.00 N89 55 49 W S89'59'26"E= 200.00' 125' 25' i i`� " i t co u TENTATIVE MAP TRACT NO. 5427, RECORDED �eF' w cn ci I I �' '�I 1 100.00 cn 100.00 I I 111 o S89 55 49 E , c° O. 56� Op �- �'� s ��d' c� � 18 0'i I ��1 �--- 'PPUE o 10 PPUE--i I A 3 I LN89 55 49 W o 100.00 I I> 100.00 0 100.00 1 i -c-4 I I� I u� DOCUMENT NO. FRESNO COUNTY RECORDS. �1p•�Qe� 0\\ ocP 10 0" ' , 10 19 0 36 �I o Ig o o 10 PPUE I }- I �'n o 0 1O I = 1 1 0 0 010 PPUE 158.00 N I 79 O. 'u'� �\v'� f 11� o ^ I 2 I I^ 44 �' 70 0 0 145 136 I LO Ito Io _ m \ O 00 LI. �6y1 \ T P I Fd l I l� 8 PPUE ,n� I 1- c 1 l,n o o c o T �o cr, o o ^ i i o I o 0 0 3. STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT PROVIDING -p C4_ 87.65__yl°___87.65 jL/I• �-1 PE co " N `� • " `� to j 111 a 116 I I 7 SPECIAL SOLID WASTE DISPOSAL SERVICES FOR CERTAIN LOTS WITHIN o N� \ P• ---- o co N89 55 49 W I S89 59 26 E 200.00 I I " I -� TRACT N0. 5686 PHASE 2 OF VESTING TENTATIVE MAP TRACT N0. cp. o. 0 6'\ O D �O o 5427, RECORDED AS DOCUMENT N0. r, ,� S6 ��0• .O\ -p \� 5- ��z � � � � 253 z v� 0 0 C _ S� I I I S89 55 49 E I , ,► v� o� �► p1p �,, . 111 m 5 N " z N , o�; 100.00 1 O 1_ 100.00 100.00 I , (D m \ _ c� L52 _N 89 59 26 2_50.00 N L95 �0 E o al 0 0 01 I 1 I_ 158.00 I o I , E FRESNO COUNTY RECORDS. 80 ` • °e 5 (4 ms`s C'82i N 0 G���ry 4 60� o Z O I� �� I > I 1� I > o o I �1 \ 284.39 �, , 71 1 144 137 I I �► I - 0 Q N i \o rk� �,� �, �/�S - Cc----RTL ------- r4VENUE-- � I O I " I , I I coo IIS Mol Q � 4. STATEMENT OF COVENANTS ENTITLED "EARLY CONSTRUCTION rn �Oo.S6 p� o` 84 �', ---__ ___ _____ _ ____ ____ _ _-��9 N89 55 49 W I S89 59 26 E 200.00 N I I S89'55'49"E J I ` �i i -C30 L97 60.00 60.00' 60.00' 60.00' s' 43 100.00' I 3 I 100.00' 100.00' I I o AGREEMENT FOR SEWER, WATER, AND STORM DRAIN o 6 w w w w w L94 �6,, M o 01 ro 0 of I o I I 157.16 I, ► IMPROVEMENTS FOR TRACT MAP NO. 5686", RECORDED a O 1 PE w 0 PPUE= o :� b �a- b -t b o 01 l0 0 0l I I Ib I M z o ,pc1'L6 , \ d. o d' o "' o ''' o "' 0 42 r' �" 72 d- 143 138 I o Q I JUNE 7 2006 AS INSTRUMENT NO. 2006-00119445 OF 37 0 38 0 39 0 40 0 41 ? `� N o " of o jo " o o f i i o 114 co OFFICIAL RECORDS. e d'\ M o 0 0 0 0 6' �* co co P co co col o 0 ��p�0 ooa '�'�O\\r'�D. o 0 0 0 a 0 0 0 0 o O- F 3 co S8955 49 E 11 o o %.j N89'55 49 W o I S89 59 26 E 200.00 I I " '� \ o o z z z I cn I I I I II Ic6 t4 5• STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT 7 „N -� cs:•o o z 100.00 I I O 100.00 100.00 o 0 �` o • 6 L \ 58.25 z 60.00' 60.00' 60.00' 60.00' 125.97' 29.66 0 0, I o 0 01 I -a- I ,_ 155.30' 1 N DEFFERING CERTAIN SEWER CONNECTION CHARGES WATER �'po °o\ 73 �I 0 A , 142 a 139 01 o �i -I 26 I V S6• 0 •o\` 123.88 65.00 65.00 65.00 65.00 70.00 �I I-�10'PUE Cl `o, 1 o i i o 1'`,i CONNECTION CHARGES, URBAN GROWTH MANAGEMENT FEES AND � 'cfl \ �1 • 'G 1 D PPU I o 113 82 \ �'• 8 \ G L100 3 N 89'59'26" W 3 453.88' 3 N89'5549"W 1 I S89'59'26"E 200.00 I I cn I I co " i o1 DEVELOPMENT FEES TO THE TIME OF ISSUANCE OF CERTIFICATE L� �� \ = 3 _ = 3 = I I S89 55 49 E I a1 - S ��° oee� \ 5 \.�8 PPUE o o o o 0 100.00 I I N OF OCCUPANCY AND CREATION OF LIEN FOR TRACT N0. 5686 ttt -y �+ , 6 ti \n o o o o o o- I I 100.00 100.00 I d- 8 9 0 'L 5 u' 80 �- 79 78 0 77 �+ 76 =� o0 75 0 ,"i 10 PUE r� b M� I 0 0 I I 153.43 co Q PHASE 2 OF VESTING TENTATIVE MAP TRACT N0. 5427, RECORDED y 83 6 0 ti \ p 5 0 7L1. ,�, 30 30 I 141 0 140 I I Ib I"' AS DOCUMENT NO. FRESNO 'O 1 \ o 0 o Q o o I r'? N I Q '� o-S p0 �9• n ` D o �10'PUE o o o 0 10'PUE '� 1 I� ci �I i I o 112 I o I 3 32 ,ZA , o , ZA , N , v, PUE �, I ,0 8 PUE ^ I I D-/ I I m I a I �' COUNTY RECORDS. �' 65.00 _65.00 _ _65.00 _ 70.001 S _J'altL2'__J t�_91.31 __t A! I I • "�, 1�1 J5O� so 9 56 ` _ 60.28_ _65.00 _ _ _ __ I S89'55 49 E 151.5744 88.32 _J I I = TRA.._zi •� �pv• c3' �s - �/of urn e of Pl dts 5 481.60' �� o �'`1 } I I , o 6. SAID LAND UES WITHIN THE BOUNDARIES OF THE CITY OF FRESNO i 90 r' p�95�� 0 775.25 Q 179.63 0 I I� OUTLOT A ,.� o COMMUNITIES FACILITIES DISTRICT NO. 2 AS DISCLOSED BY o dt P d g e s - �.C.R. \� \ � � !C85 "' EAST _ N 89'59'26" W 520.25 r-OUNTA I N ' J�1A r 255.00' I I o Q I 4 - -� - - - - - - - S89-55'49"E 150.85 �, ANNEXATION MAP N0. 131, RECORDED AUGUST 1, 2006, IN 04 C� Q o 295.25 480.00 0 , I o i�,I a. BOOK 42 PAGE 22, AS INSTRUMENT NO. 20060159940, OFFICIAL o°' 8 66•p� �,C9q "' 258.53' 11.1 406.63' 0 "' I l 0 111 3161 RECORDS, AND IS SUBJECT TO ALL ASSESSMENTS LEVIED o I^ 'Lp _ ____ __ _____ ____ _ >> ��� ____ _____ _____ _____ ____ ��' I Ico Ola o 44 THEREUNDER SAID ASSESSMENTS ARE TO BE COLLECTED WITH A'I 9 - i z -- - I I I S89'55'49"E I 1 0 © �- o �` C36 N 74.72 3 64.61 60.00 53.31 1 111 ( 53.32 60.00 60.00 60.00 60.00 60.00 53.31 1 THE CITY/COUNTY PROPERTY TAXES. z I 9 ��G�yS N L10 0 = 10'PUE I 25' } I I f-I-1'PE 148.99: r I 85 1 �, c,',', iQO.3 M $ 0 0 C:, 0 1 b 110 PUE o 0 0 0 0 0 0 0 0 0 �I Q IIo o►'o I 7. MATTERS CONTAINED IN THAT CERTAIN DOCUMENT ENTITLED "STATEMENT 83 0 84 0 085 � 0 86M1 0 0 IN o o �,I I l0 110 , N► " ,� c' 00 00 00 00 Co0 RSA; �9 o N 82 'o o p o 0 0 0 o co I I 158 157 0 0 1560 0 155 0 0 154 0 0153 0 0152 0► _ IIo 26 LE--Io► M OF COVENANTS RESTRICTING DEVELOPMENT OF NONCONFORMING LOTS Q 81 O O, o .- N N LO co CO o N ,- N c0 co O s �I 1 N N N col o I I , " 1 I M m N N 89'59'26" W 215.01' I rnN I� I N 8'PPUE �I S89 55 49 E rn RECORDED ON DECEMBER 28, 2005, AS INSTRUMENT N0. 20050302179, I �; z I N 89'59'26" W 340.00' I Ln I I 147.12' rr�► I cq O.R.F.C. rn 10�E S82 45 21 L117 116 64.51 rn N i i fro 8 6 • 90.01 0 109 "' 8. SAID LAND UES WITHIN THE BOUNDARIES OF THE FRESNO METROPOLITAN 9 '0� 60.69 Z fi0.00 65.00 , Q I 65.00 60.00 60.00 60.00 60.00 60.00 65.01 , �- , , r 92 cl� �66�� w, 3 8 PPUE --t w 1111 I----8'PPUE 3 3 3 3 3- I I I I co "L93 . FLOOD CONTROL DISTRCT AND MAY BE SUBJECT TO ASSESSMENT FOR tX o g5�� o �? � b = o I Q I LO o = o o o o o I I S89 55 49 E /I p 90 89 :d- o o I I co 0 0 o DRAINAGE FEES AND/OR REQUIREMENTS TO CONSTRUCT PLANNED LOCAL �r - 25 ,� d- o d- o :a- o d- o o co L108 R52; H7p o, 0 088 0 0 87 co I d' i 159 0 160 0 0 161 Q 0162 0 oi63 Q o 164 0 0 165 ,� ' ' I 146.00 30 125 DRAINAGE FACILITIES, RECORDED JULY 31, 1995, AS INSTRUMENT NO. E3-1 9 w 78�2`W C42_--� C41 0 o I 'oo I°°, o 0 0 0 00 0 00 0 00 o ao 25 25 ro , 0 o cn l0 95092128, F.C.R. 40 13 �A --- cn 1 PE cn 10 PPUE I o � 110 PPUE o cn 1 PE cn cn cn 10 PPUE I �� 108 Q 40 10 P 9.29 u9 h� C�28_18' 60.00'_ 152.66' � z i x52_65 X60.00' 60.00' _6_0.00'_ __60.0_0' _6_0.00' 152.66' � i' -- ---- ---- �i i -- ----- ----- �`L Ole ----- ----- ---- --- --- ----- ----- �� R S89 55 49 E o I < o I 91 R48 o, _ _245.30 _ N _� z 0 _ 480.00' - 405.31' - - - Lr) _ \' C5 133.11' U E- - - z N 89'59'26" W 725.30' Ln "' �� c " 1 569.0 N EA5T 0 596.93NI7REY�5YENUE 49 `L i ��' 107 I a'• 12 ----- ----- ----- ----- ---------------------------- 9:5 ------ --_-N n �I CO \ iC Ali 60.00 0 60.00 60.00 60.00 60.00 60.00 60.00 60.00 51.60C �� - �%\ 2b0, oQ 30NI I 2L9 33 ricu 0'PPUE 1'PE 3 3 3 3 3 3 C$p G C4-5- G d- = 3 _ `.a- - �r- d- ' ' - `t - d- - 4, t� 106 1SgF �i 42 v I i1� p� 3 O Q M p Rd p d" r7 r7 �V. p`� O O r7 r7 00 M c�. 100 g g 9 8 97 96 w ; ,�,��°c,�� 93 � 0 94 8 0 95 0 96 0 97 0 98 99 0 IOOo 101 0 102 0 X103 0 ; 104 0 '� �s _ - °° co o .-o o •- o o r o o o o o oo 15,056 jam. 10'PUE I rn I tx ;� .�r r N o 0 0 o L34 L36 F 10 PUE 2'P '�'•15LE �� 10 PUEcn 2PE o 0 33 En cn c" �' cr' v' ' ____�_142.63'_N 64.50'_ 60.00'_ 60.00'"' 60.00'"' 55.47' 60.01'_ _60_01'_ 49.56'_ _60_00'_ 60.00' 11018 ___98_97 o ----- L35 L37_ __--=--- AA� -- L42 --- ---- ---- AAAAad - - R 51 N 89'59'26" W - 391.67' - o__- N 89'5926" W 152.63' . N 89'5926" W N 234.13' S 88 4411 W 225.05 _ - __________ �8_ �� 0 ------------=o------- ---- ---J--� -- ----------------N -------- ------------------------------------r7------- --------------- N 89 6926' W 1042.77` o - t / o o 5' 1072.77' 10 oM 1142.74 N 89°59'26" W 2649.74' ((S 89'59'26" E 2649.74')) €€S 89'59'26" E 2649.74'jj MON-01 E A S T S H /E L D S A VENUE ON-02 BASIS OF BEARINGS REVISIONS 61 60 59 58 57 29 30 31 32 I TM * 5/30/06 33 34 35 36 37 38 39 40 4 BLAU 9/13/06 TRACT IND. 5233 TRACT IN 0, 53-43 , 43 11 volume 70 of PJdts I Volurnes e 74 of P1dts 28 dt Pd 59 62, F.C.R. dt Pdges 89 - 91 , F,C.R. I ISA GTIERREZ 0 AI71=1L�: 04073FM F:\2004-\04-073\04073FM-5686.DWG 1/25/2007 9:06:21 AM PST CURVE TABLE CURVE TABLE (CONT.) CURVE TABLE (CONT.) CURVE TABLE (CONT.) CURVE TABLE (CONT.) MAP OF CURVE RADIUS LENGTH DELTA CURVE RADIUS LENGTH DELTA CURVE RADIUS LENGTH DELTA CURVE RADIUS LENGTH DELTA CURVE RADIUS LENGTH DELTA C1 225.00' 74.92' 19'04'38" C21 365.00' 51.77' 08'07'36" C41 52.00' 15.20' 16°44'53" C61 325.00' 49.87' 8'47'31" C81 400.00' 36.98' 05'17'50" C2 225.00' 147.32' 37'30'50" C22 365.00' 58.60' 0911'56" C42 52.00' 65.09' 71'42'51" C62 325.00' 43.46' 07'39'45" C82 250.00' 123.56' 28'19'08" 68 C3 225.00' 16.12' 04'06'21" C23 365.00' 59.51' 09'20'30" C43 52.00' 40.30' 44'24'33" C63 610.00' 118.46' 11'07'37" C83 250.00' 80.93' 18'32'55" w ' C44 54.68' C64 275.00' 78.98' 1627'16" C84 .0 ' 1.7 ' 1 '09'35" - PHASE II F TENTATIVE MAP NO. 542'7 C4 275.00 54.87 11 25 56 C24 365.00 59.54 09 20 47 52.00 6014 59 250 0 6 8 4 P H � O C5 275.00' 45.93' 09'34'08" C25 365.00' 59.63' 09'21'38" C45 52.00' 48.30' 5313'20" C65 610.00' 62.48' 05'52'07" C85 250.00' 42.63' 09'46'13" C6 425.00' 52.75' 07'06'41" C26 365.00' 59.77' 09.2254" C46 52.00' 19.31' 2116'30" C66 610.00' 60.23' 05'39'27" C86 300.00' 86.16' 16'27'16" IN THE CITY OF FRESNO C7 425.00' 57.75' 07'47'09" C27 365.00' 37.85' 05'56'28" C47 45.00' 34.41' 43'48'33" C67 610.00' 21.33' 02'00'11" C87 580.00' 164.92' 1617'30» C8 425.00' 54.66' 07'22'09" C28 50.00' 39.35' 45'05'30" C48 45.00' 8.45' 10'45'45" C68 550.00' 52.59' 05'28'42" C88 610.00' 317.93' 29'51'45" FRESNO COUNTY, CALIFORNIA C9 50.00' 79.96' 91'37'35" C29 50.00' 39.14' 44'50'53" C49 45.00' 17.18' 21'52'28" C69 550.00' 72.65' 07'34'06" C89 360.00' 20.00' 03'11'00" C10 375.00' 222.16' 33'56'39" C30 225.00' 78.35' 19'57'04" C50 50.00' 31.73' 36'21'28" C70 550.00' 72.65' 07'34'06" C90 440.00' 145.53' 18'57'00" „ SURVEYED AND PLATTED IN MONTH, YEAR n , , , , , n , , , " r , , n - ASSOCIATES it C11 275.00 69.56 14'29 33 C31 275.00 70.58 14'42'22" C51 50.00 43.15 49'26 55 C71 550.00 72.65 0734 06 C91 52.00 242.88 267'37 06 SCALE ® P -100' B Y I N G E L$ BRAUN A U N � ��O C C12 275.00' 56.90' 11'51'19" C32 280.00' 11.86' 02'25'37" C52 50.00' 46.68' 53'29'29" C72 550.00' 72.65' 07'34'06" C92 50.00' 135.45' 155'12'49" CONSISTING OF 3 SHEETS C13 275.00' 53.66' 1110'48" C33 225.00' 45.67' 11'37'50" C53 50.00' 13.89' 15'54'57" C73 550.00' 72.65' 07'34'06" C93 50.00' 135.36' 155'06'40" C14 275.00' 55.23' 11'30'26" C34 288.00' 34.27' 06'49'01" C54 45.00' 25.63' 32'38'13" C74 550.00' 72.65' 07'34'06" C94 220.00' 91.88' 23'55'48" SHEET 3 OF 3 C15 275.00' 54.58' 11'22'20" C35 220.00' 25.69' 06'41'26" C55 45.00' 25.63' 32'38'13" C75 550.00' 72.65' 07'34'06" C95 550.00' 582.65' 60'41'49" C16 275.00' 1.39' 0'17'23" C36 220.00' 66.19' 1714'22" C56 50.00' 31.11' 35'38'57" C76 550.00' 21.51' 0214'25" C96 365.00' 386.67' 60'41'49" C17 315.00' 65.43' 11'54'04" C37 440.00' 93.73' 12'12'17" C57 50.00' 40.00' 45'50'11" C77 580.00' 449.51' 44°24'19" C97 315.00' 333.70' 60'41'49" C18 315.00' 98.06' 17'50'11" C38 440.00' 51.80' 06°44'43" C58 50.00' 45.98' 52.41'22" C78 340.00' 360.18' 60'41'49" C98 275.00' 291.32' 60'41'49" _ LINE TABLE RADIAL TABLE C19 315.00' 95.53' 17'22'34" C39 20.00' 31.42' 90100'00" C59 50.00' 18.27' 20'56'10" C79 250.00' 264.84' 60°41'49" C99 225.00' 238.36' 60'41'49" LINE BEARING LENGTH LINE BEARING C20 315.00' 74.68' 13'35'00" C40 45.00' 34.41' 43'48'33" C60 45.00' 25.63' 1 32'38'13" C80 400.00' 225.76' 32'20'14" C100 425.00' 165.16' 22'15'59" L53 S60'37'38"E 47.88' R1 N48'27'00"E L54 N73'46'41"E 44.39' R2 N85'57'50"E - E �i S T D A K O T A AVENUE I L55 S89'46'03"E 150.67' R3 N00'36'09"W L56 N89'59'26"W 140.84' R4 N12'02'05"W N 89'46'03" W 2642.38' <S 89'59'00" E> €S 89'58'44" E 2642.2971 L57 N54'36'09"W 80.00' R5 N21'36'13"W - L58 535'23'51"W 87.64' R6 N19'56'30"W L59 S54'36'09"E 80.00' R7 S61'41'26"W NON 03 L60 S24:27�'20"E 68.00' R8 S28'21'11"E - ON-04 L61 S51 23 35 E 8.91 R9 S35 27'52"E L62 S512335E 58.81 ' ' " ' R10 S43'15'01"E -- _ PARCEL B CURVE TABLE (CONT.) LINE TABLE LINE TABLE I n L63 S51'23'35"E 49.90 R11 S50 3710 E CURVE RADIUS LENGTH DELTA LINE BEARING LENGTH LINE BEARING LENGTH L64 S43'52'53"E 22.98' R12 N43'51'59"E s9e `\ C101 275.00' 100.80' 21'00'04" L1 N16'54'55"E 17.45' L27 N44'56'54"W 17.46' L65 S4352'53"E 58.81' R13 N55'43'12"E C102 50.00 78.49 89'56 23 L2 N79'03 38 E 18.44 L28 N15'36 50 W 17.46 L66 S43'52'53"E 35.83' R14 N66'54'08"E C103 400.00' 262.74' 37'38'04" L3 N45'02'33"E 17.48' L29 N60'37'38"W 18.26' L67 S36'24'26"E 49.11' R15 N782428"E / C104 45.00' 8.41' 10'42'31" L4 S70'22'40"E 18.05' L30 N60'37'38"W 18.26' L44 L68 S36°24'26"E 58.80' R16 N89'46'50"E C105 45.00' 17.22' 21'55'42" L5 N20'33'05"E 16.89' L31 N62'58'44"W 16.56' L69S3624'26"E 9.69' R17 S44'50'1 9"E Q SEE DETAIL "A" C106 400.00' 197.70' 28'19'08" L6 N52'37'33"W 16.77' L32 S89'46'03"E 10.32' » 1 -�� L70 S28'54'52"E 58.81' R18 N84'07 43 E L7 L33 C1 400.00r 444.76f 63'42f25n ' r . r S89'59f 26n E 4.54, L71 S21'25'16"E 11.91' R19 N76'29,11n EW- C108 610.00' 144.04' 13'31'45" L8 N71'06'54"W 12.16' L34 S89'59'26"E 10.46' f " » L72 S21'2516 E 58.81 CA 0 L9 N23'3T45"E 12.14' L35 S89'59'26"E 22.1 T n R20 N74'44 49 E L73 S13'55 40 E 59.20 R21 N65'23'11"E !C 1 A/O L10 N89'59'26"W 5.89' L36 S81*09'35"E 13.00' L74 S13'55'40"E 26.04' R22 N59'06'37"E PARCEL A r n f , n r f n L11 N44'57,38f W 16.53' L37 S89 59 26��E 24.98, L75 N06.29'03n W 58.58' R23 N56:02 24"E co \ �'p° // ��, 2j0 60`3j:3 8•• �1` A� L12 N45 02 23 E 17.46 L38 N60 37 38 W 29.89 L76 N73 46 41 E 3.41 R24 N46 41 54 E vi I c��•. 6'p° 11 8• '�' �r �,� L13 S44'57'38"E 17.45' L39 N57'41'22"W 40.24' I S " n L77 S73°46 41 W 10.42 R25 N41'16 26 E 0�� c�^6, , // r L45 `����,,� �� � L14 N45'02'23"E 16.53' L40 N01'03'02"W 21.50' L78 S51°19'56"E 64.34' R26 N37'29'58"E yam, -- �� L15 S44'57'38"E 16.53' L41 NOQ'04'11"E 40.24' " 0 y ., �� L79 S36'04'30"E 32.08' R27 N34'51 04 E '`� ¢ �� �� L16 S45'03'O6"W 17.47' L42 S89'59'26"E 10.00' S 9 L80 S36'04'30"E 62.18' R28 N42'25'1 0"E N I ``' 's L17 S45'02'22"W 16.53' L43 NOO'00'34"E 25.00' I L81 S36'04'30"E 30.10' R29 N4959'16"E a� n n L46 1s o 'Q L18 N44'50'53"W 17.48' L44 N35'23'51"E 1.76' " p , DETAIL A r �2 ?0\� L82 S23°51'20"E 60.15' R30 N5733 22 E O L19 S30'33'18"W 6.42' L45 N77'23'07"E 12.12' L83 S1 0'40'20"E 63.25' R31 N65'07'28"E r��` 1153, �� L20 N44'57'38"W 12.29' L46 N15'3T38"W 16.53' t4 z SCALE: 1 = 10 �s' r r+ S I , L84 S61*41'26"W 4.98' R32 N72'41'34"E u L21 S45'02'23"W 12.28' L47 N66'04'46"E 96.21' �� �• " R33 N80'15'40"E L85 N21'2516 W 46.90 i L22 N74'2222"E 16.53' L48 N45'02'22"E 20.56' "" t� » R34 N87'49'46"E s r h 57 , \ o _ _ _ L86 N13'55 40 W 33.16 �o\�� SSO8 PUEoO� L23 N15'36'41"W 17.46' L49 N60'37'38"W 13.58' _ Q �' L87 S06'29'03"E 51.03' " R35 N88'04 00 E h 0 3 ° o• L105 C6, ��' O » » M 1 7 L88 R36 N8224'33"E PAROL C �`� w r 0 100 eF ^o• o, 8 \ Cp L24 S74°22 22 W 17.47 L50 N60'37 38 W 8.83 •, "' NO6'29'03"W 7.55' Q I h °�� +�// /r • 'rd 00, 00•� 1O'PUEJ �`\ L25 S00'04'11"W 6.58' L51 S09°45'39"E 21.56' o o R37 S76'32'26"W r 10 PPUE ,� "'� L89 S23'51 20 E 45.15 .' J , 560. o 00 0 °� 06` L26 S45'03'06"W 17.47' L52 N89'59'26"W 34.39' ' � / p, �•� r% Sj3 56 0 �, �j8 00-,h1 �`\ ��, � = rm_m_ L90 S23;51 20 E 15.00, R38 N08'33 34 W N , i,oh 1000 8F �oB o , \ U m L91 N00 0411E 27.67 R39 N11 28 06 W r^• 0� [.� <<3 59 4 ` 0 � � � o � L92 N00'04'11"E 23.00' R40 N41'13'16»E , h, 5 5 0 CIV �� �O + \\ 3 �' n' f n r r n 1 PE ,ti .o� o \ I 1- o ! (� R41 N87'03 27 E �\ � L93 S00'0411 W 23.85 OUTLOT °X N S �8 PPUE o0 oo'�N 54 ��? ���X00 \\ �O0 \ _ = L94 R42 S73'20'55"W r '�` o`� 60. 8)s , o• ti �, °� !6 60 �� :d- 172 S89'59 26 E 5.79 n �' `3�3 + 1 6 ^ h 2J•��' + `� b \ S 89'46'03" E 524.22' o L95 S00'04'11"W 3.15' R43 S53'09 36 E N •� i �4 8 F�S9?' 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