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HomeMy WebLinkAboutT-5406 - Map - 6/29/2006 FINAL MAP OF ENGINEER'S STATEMENT TRACI NO * 5406 THE SURVEY FOR THIS MAP WAS MADE BY ME OR UNDER MY DIRECTION AND IS TRUE AND COMPLETE AS SHOWN. 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 AT THE REQUEST OF LENNAR HOMES, INC. ON HAI? VESI NOVEMBER 2002. 1 HEREBY STATE THAT ALL THE MONUMENTS ARE OF THE CHARACTER AND OCCUPY THE POSITIONS INDICATED, OR THAT THEY WILL BE SET IN THOSE POSITIONS ON OR BEFORE ONE YEAR OF THE DATE THIS MAP IS RECORDED, OR ANY TIME EXTENSION APPROVED BY THE CITY ENGINEER. THE MONUMENTS ARE, OR WILL BE, SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED, AND THAT THIS IN THE CITY OF FRESNO, FRESNO COUNTY, CALIFORNIA FINAL MAP SUBSTANTIALLY CONFORMS TO THE CONDITIONALLY APPROVED TENTATIVE SURVEYED AND PLATTED IN NOVEMBER 2002 MAP. oQRo�ESs,o�q� BY YAMABE & HORN ENGINEERING, INC. , h���P�� D.co yon Fye CONSISTING OF FIVE SHEETS GARY ORN, R.C.E. 30501 EXP. 03-31-08 rn w m O. 30501 SHEET 1 OF 5 DATED: �Q�Q E p. 3/31/08 RECORD TITLE INTEREST STATEMENT: THIS PROPERTY IS SUBJECT TO THE FOLLOWING LEGAL DESCRIPTION: s'grF of c THE UNDERSIGNED, BEING ALL PARTIES HAVING ANY RECORD TITLE INTEREST �Fdl�\ 1. SUBJECT PROPERTY IS WITHIN BOUNDARIES OF FRESNO IRRIGATION PARCEL ONE:IN THE LAND WITHIN THIS SUBDIVISION, HEREBY CONSENT TO THE DISTRICT. LOT 9 OF TRACT NO. 3207, WESTERN ESTATES, IN THE COUNTY OF FRESNO, STATE CITY ENGINEER'S CERTIFICATE PREPARATION AND RECORDATION OF THIS MAP AND OFFER FOR DEDICATION 2. SAID LAND LIES WITHIN THE BOUNDARIES OF THE FRESNO OF CALIFORNIA, ACCORDING TO THE MAP THEREOF RECORDED IN BOOK 38 PAGE 60 FOR PUBLIC USE THE PARCELS AND EASEMENTS SPECIFIED ON SAID MAP AS METROPOLITIAN FLOOD CONTROL DISTRICT AS DISCLOSED IN OF PLATS, FRESNO COUNTY RECORDS. I HEREBY STATE THAT I HAVE EXAMINED THIS MAP, THAT INTENDED FOR PUBLIC USE FOR THE PURPOSES SPECIFIED THEREIN. DOCUMENT RECORDED JULY 31, 1995 AS DOCUMENT NO. 95092128, �'�" Aja THE SUBDIVISION SHOWN IS SUBSTANTIALLY THE SAME AS O� OFFICIAL RECORDS. PARCEL TWO: IT APPEARED ON THE APPROVED TENTATIVE MAP, AND ANYx �Jr LENNAR FRESNO, INC., A CALIFORNIA CORPORATION APPROVED ALTERATIONS THEREOF, THAT ALL PROVISIONS 3. TERMS AND PROVISIONS IN A COVENANT AND AGREEMENT RECORDED PARCEL 1 OF PARCEL MAP NO. 2456 IN THE COUNTY OF FRESNO, STATE OF OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCES P: NE 3 1981 AS. INSTRUMENT NO. 49518 IN BOOK 77325 AT PAGE CALIFORNIA, ACCORDING TO THE MAP THEREOF RECORDED IN BOOK 15 PAGE 93 OF �`y s JUNE APPLICABLE AT THE TIME OF APPROVAL OF THE TENTATIVE 4� git_� 354, F.C.R. PARCEL MAPS, FRESNO COUNTY RECORDS. MAP HAVE BEEN COMPLIED WITH AND THAT I AM SATISFIED Exp.L BY: THAT THE MAP IS TECHNICALLY CORRECT. Nog ,* STEVE LUTTON, VICE PRESIDENT 4. AN EASEMENT FOR CANAL, WATERDITCH OR FLUME RECORDED IN PARCEL THREE: # BOOK Q AT PAGE 511 OF DEEDS. PARCEL 2 AND THE EAST 53 FEET OF F PARCEL MAP NO. 3798, IN THE ACCORDING TO THE MAP THEREOF FCOUNTY OF FRESNO,RECORDED IN BOOK 24ATE PA EF 71 OF CITY ENGINEER 5. THE FACT THAT THE NORTH 53 FEET A CALIFORNIA, F�,F�-� SAID LAND LIES WITHIN THE ULTIMATE RIGHT OF WAY OF WEST PARCEL MAPS, FRESNO COUNTY RECORDS. r MICHAEL T. KIRN, PLS 7609 � SHIELDS AVENUE AND NORTH CORNELIA AVENUE. PARCEL FOUR: 6. PRESCRIPTIVE RIGHT OF WAY AS SHOWN ON PARCEL MAP NO. 3798. THE NORTH HALF OF THE NORTH HALF OF THE SOUTHEAST QUARTER F THE BY: 7. THE USE OF Al PUMPING PLANT FOR IRRIGATION AND DOMESTIC NORTHEAST QUARTER OF SECTION 27, TOWNSHIP 13 SOUTH, RANGE 19 EAST, MOUNT . 4 ATE NOTARY. ACKNOWLEDGMENT: PURPOSES AS RESERVED IN DEED RECORDED OCTOBER 27, 1924, DIABLO BASE AND MERIDIAN, IN THE COUNTY OF FRESNO, STATE OF CALIFORNIA, BOOK 492, PAGE 455, OFFICIAL RECORDS. ACCORDING TO THE OFFICIAL GOVERNMENT PLAT THEREOF. STATE OF CALIFORNIA 8. RIGHTS OF THE PUBLIC LYING WITHIN NORTH CORNELIA AVENUE AS EXCEPTING THEREFROM ALL THAT PORTION OF THE NORTH HALF OF THE NORTH COUNTY OF FRESNO IT NOW EXISTS. HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION ON BEFORE ME, WfAsoh EASEMENT FOR IRRIGATION AND DOMESTIC PURPOSES RECORDED 27, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: PLANNING COMMISSION CERTIFICATE PERSONALLY APPEARED STEVE LUTTON, PERSONALLY KNOWN TO ME (OR OCTOBER 27, 1924 IN BOOK 499 AT PAGE 12, OFFICIAL RECORDS. BEGINNING AT A POINT ON THE EAST LINE F THE NORTHEAST QUARTER OF SAID SECTION 27, SAID POINT BEING SOUTH 00'01'09" EAST, A DISTANCE OF 219.45 FEET PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE) TO BE THE 10. EASEMENT IN FAVOR OF PG&E FOR GUY WIRE AND POLES RECORDED FROM THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF THE NORTHEAST I HEREBY CERTIFY THAT I HAVE EXAMINED THIS MAP, THAT THE SUBDIVISION SHOWN PERSON WHOSE NAME IS SUBSCRIBED TO THE WITHIN INSTRUMENT AND JULY 5, 2005 AS INSTRUMENT NO. 2005-0148724, ORFC. QUARTER OF SAID SECTION 27; THENCE CONTINUING SOUTH 00'01'09" EAST ALONG CONFORMS TO AND IS IN COMPLIANCE WITH THE APPROVED TENTATIVE MAP, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME IN HIS AUTHORIZED11. EASEMENT FOR PUBLIC STREET PURPOSES RECORDED JUNE 1, 2005. TME EAST LINE OF SAID NORTHEAST QUARTER, A DISTANCE OF 107.39 FEET; THENCE THE CONDITION TO 0 THE ACCEPTANCE TOF HE THEFRESNO NAL MAPLANNING COMMISSION AS A CAPACITIES, AND THAT BY HIS SIGNATURE ON THE INSTRUMENT, THE AS INSTRUMENT N0. 2005-0121538, ,RFC. SOUTH 89-53-20- WEST, A DISTANCE F 202.45 FEET; THENCE NORTH 45-07-09- WEST, A DISTANCE F 17.46 FEET, THENCE NORTH 00*0640" WEST, A DISTANCE OF PERSONS OR THE ENTITY UPON BEHALF OF WHICH THE PERSON ACTED, 88.61 FEET TO THE BEGINNING OF A TANGENT CURVE`CONCAVE TO THE EAST EXECUTED THE INSTRUMENT. 12. EASEMENT FOR PUBLIC STREET PURPOSES RECORDED JUNE 1, 2005. HAVING A RADIUS OF 125.00 FEET; THENCE NORTHERLY ALONG SAID CURVE AS INSTRUMENT N0. 2005-0121537, ,RFC. THROUGH A CENTRAL ANGLE OF 2'17'34", A DISTANCE F 5.00 FEET TO THE END BY. WITN'E Y H 13. EASEMENT FOR PUBLIC STREET PURPOSES RECORDED JUNE 1, 2005. POINT OF SAID CURVE, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 8749'06" NICKqYYo NO DATE AS INSTRUMENT NO. 2005-0121536, ORFC. WEST; THENCE ON ANON-TANGENT LINE NORTH 89'30'18" EAST, A DISTANCE F SECRETA F THE FRESNO CITY PLANNING COMMISSION KI 214.87 FEET TO A POINT ON THE EAST LINE F THE NORTHEAST QUARTER F SAID SIGN A RE 14. EASEMENT FOR IRRIGATION AND DOMESTIC PURPOSES IN FAVOR OF SECTION 27, SAID POINT BEING THE POINT F BEGINNING. Lan T lllklde26 n MIKE ALLAMPRESE AND MARY ALLAMPRESE RECORDED OCTOBER 27, NAME 1924 IN BOOK 499 AT PAGE 12, FCR PARCEL FIVE: ` CITY CLERK'S CERTIFICATE MY COMMISSION EXPIRES: Aton I el 1 &09 THE SOUTH ONE HALF F THE NORTH ONE HALF F THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 27, TOWNSHIP 13 SOUTH, RANGE 19 EAST, IN THE COUNTY OF FRESNO, STATE F CALIFORNIA, ACCORDING TO THE OFFICIAL PLAT I HEREBY CERTIFY THAT THE COUNCIL OF THE CITY F FRESNO, BY RESOLUTION COMMISSION NUMBER: �Q �� Z THEREOF. NO. ZOO& -,&I(# ADOPTED ON Jvna l3 2.00(P APPROVED THE WITHIN MAP AND ACCEPTED ON BEHALF OF THE PUBLIC, ALL 15, A STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT FOR 01F F. -0 PARCELS F LAND AND EASEMENTS OFFERED FOR DEDICATION FOR PUBLIC USE IN TEMPORARY ON SITE STORM DRAINAGE FACILITIES FOR TRACT � -ACT NO. � 'r CONFORMITY WITH THE TERMS OF THE OFFER F DEDICATION, AND APPROVED THE 5406, RECORDED �J?9� DOCUMENT NO. 2hGG / 4 O ABANDONMENT F THOSE PUBLIC STREETS AND/OR PUBLIC EASEMENT NOT SHOWN FRESNO COUNTY RECORDS • ON THE MAP AND NOTED AS ABANDONED BY THE FILING OF THE MAP. w 1(i, A STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT REBECCA E. KLISCH, CMC DEFFERING CERTAIN SEWER CONNECTION CHARGES, WATER CITY CLERK CONNECTION CHARGES, URBAN GROWTH MANAGEMENT FEES AND DEVELOPMENT FEES TO THE TIME F ISSUANCE F CERTIFICATE OF OCCUPANCY AND CREATION F LIEN FOR THE FINAL MAP F TRACT TED 0 � BY: o (S NO. 5406, RECORDED �'�3�L. DOCUMENT NO. 2[X86 • o -3.5�,9"ZS� FRESNO COUNTY RECORDS DEPUTY DATE 17, A STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT FOR THE MAINTENANCE OF CERTAIN PUBLIC IMPROVEMENTS THE FINAL MAP F TRACT NO. 5406, RECORDED RECORDER'S CERTIFICATE DOCUMETNT N0. -01351' FRESNO COUNTY RECORDS. DOCUMENT N0. " 2Z'i S9�y FEE: $ °LL FILED THIS DAY OF . Win in. 200-4 AT IN VOLUME OF PLATS, AT PAGES Aflk ZS AT THE REQUEST OF I�. A STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT PROVIDING SPECIAL SOLID WASTE DISPOSAL SERVICES FOR CERTAIN NORTH ANERICAN TITLE COMPANY. LOTS WITHIN FINAL MAP OF TRACT NO. 5406 RECORDED �Z00 DOCUMENT NO..?aoG •a/�s�.� FRESNO COUNTY RECORDS FRESNO COUNTY RECORDS ROBERT C. WERNER PREPARED BY. COUNTY ECORDERYAMABE & HORN EW�NEERING, INC. 1300 EAST SHAW AVENUE, SUITE 176 BY; FRESNO, CA 93710 DEPUTY, ,,o PH. 559-244-3123 FAX 559-244-3120 05-19-06...04345 F M 2.D WG LEGEND BASIS OF BEARINGS: FINAL MAP OF FOUND 3/4" IRON PIPE, DOWN THE EAST LINE OF THE NORTHEAST QUARTER TRACTw NQ. 5466 0.5', TAGGED RCE 13900w, OF SECTION 27, T13S, R19E, M.D.B. & M., AS UNLESS OTHERWISE NOTED SHOWN ON TRACT NO. 4544, RECORDED IN VOLUME 71 OF PLATS AT PAGES 93-94, 55 55 SET 3/4" IRON PIPE, 30" LONG, F.C.R. TAKEN TO BE NORTH 00'01' 09" WEST HAR VES T -0 4" UP IN 6" DIAMETER X 30" C 1/4 COR. SEC. 27-13/19 F.C.R., TAKEN MONUMENT, DOWN 6" FD.NAIL, FLUSH, MONUMENT IN THE CITY OF FRESNO FRESNO COUNTY CALIFORNIA N 1/4 COR. SEC. 27-13/19, BELOW GROUND, TAGGED RCE OF RECORD IS 1" IP, DN. 7", NORTH POLK AVENUE ' ' FD. NAIL W/2 2' TIES, 30501 TAGGED "LS 55100, C.R. 7156 SURVEYED AND PLATTED IN NOVEMBER 2002 C.R. 2924 SET 3/4" IRON PIPE, 30" LONG, .�..- _ _ - - - - - - _ -_ - N00'03'14"W 2643.84' dV00'03'16"W 2643.82'> o _ _ _ – – –– – – – – – –91'> –-�— BY YAMABE & HORN ENGINEERING, INC. — » - -- - - - - - -- 1321.92' <1321.91'> -'• �- 1321.92' <1321.91'> � DOWN 6 . TAGGED RCE 30501 f I ;--/� f 3 CONSISTING OF FIVE SHEETS ^I r NOW OFFERED FOR DEDICATION c0 , I FOR PUBLIC STREET PURPOSES I ; SHEET 2 OF 5 N N `o T- I EASEMENT PREVIOUSLY OFFERED � � -- - -- - ------- ---- - - '�� M FOR PUBLIC STREET PURPOSES I I N O PER DOCUMENT RECORDED JUNE I 1, 2005, AS INSTRUMENT No. 2005-0121536, O.R.F.C. EASEMENT PREVIOUSLY OFFERED TENTATIVE TRACT MAP No. 5300 00'02'12"E 2643.31' FOR PUBLIC STREET PURPOSES O PER DOCUMENT- RECORDED-JUNE I l mm�l 660.66 j ��—— — — — % — —— 1322_07' <1321.69' CALC.> 1, 2005, AS INSTRUMENT No. — — •6® #' sm ! 2005-0121537, O.R.F.C. I r` -- - --660.66' 330.33' �I 156.91' -I 173.42' 31.69' 602.19' �'i N89'52'24"E N89'50'00"E 719.80' N00'04'18"W 719.63' CALC.] .1 1321.24' <1321.69' CALC.> NW COR. SE 1/4 OF N N 31.69' €31.69 I EASEMENT PREVIOUSLY OFFERED I f- S00 0212E 602.17 �N00 0418 W 602.01 53 FOR PUBLIC STREET PURPOSES NE 1/2.SEC. 27-13/19, r I Q PER DOCUMENT RECORDED JUNE I FD. 1/2 IP. NO TAG 1, 2005, AS INSTRUMENT No. 2005-0121538, O.R.F.C. I ( •-' :"'~` ''` "' n PREVIOUSLY DEDICATED FOR PUBLIC STREET PURPOSES o M '"t 0 PER PARCEL MAP No. 3798, I - N V � � v N I RECORDED IN BOOK 24, I ""' M M ai PAGE 71, F.C.R. I N� M PREVIOUSLY DEDICATED FOR w ~ M PUBLIC STREET PURPOSES I 0 CM-4 PER TRACT No. 3207, I SE COR. LOT 9, "WESTERN ESTATES", I � FD. 3/4" IP,TRACT No. 3207. 53' RECORDED IN VOL. 38 OF PLATS, AT PAGE 60, F.C.R. I �I NO TAG N00'01'27"W 1322.00' [NOOro2'01"W 1322.03'] €SOO-04-18"E 1321.62'1 O _r 706.03' <705.63'> 616.17' [616.00'] r 705.83 [ ] f�l f to RECORD DATA PER PARCEL MAP I MI NE COR. LOT 9 [ ] No. 3798, RECORDED IN BOOK I - N TRACT No. 3207 24 OF PARCEL MAPS AT PAGE FD. 3/4" IP 71, F.C.R. I PARCEL MAP I NO TAG P RECORD DATA PER n < > No. 2456, RECORDED IN BOOK I It 15 OF PARCEL MAPS AT PAGE rn I , 93, F.C.R. C420 PRESCRIPTIVE FA - LAJMRECORD DATA PER TRACT N0. 04 (0IRIGHT OF WAY 4544, RECORDED IN VOLUME 71 w I t• � I OF PLATS AT PAGES 93-94, o6 n r oo co co F.C.R. +�i ( rn04 w ."� w RECORD DATA PER TRACT No. Q I�_ _ e10 3207, "WESTERN ESTATES", 0 M 0 00 RECORDED IN VOL 38 OF PLATS, .6 �I C ° o I 1 00 04 AT PAGE 60 F.C.R. I" LOM co ta_ V) cri rn I d- OD z w 3 PARCEL 2 v coo I DENOTES CORNER RECORDS ON U N(co _ = PM No. 3798 Z C.R. FILE WITH FRESNO- COUNTY SURVEYOR N I PO � � BK. 24, PG. 71, F.C.R.cn v M 3I co P a, 4 INDICATES RADIAL BEARING = � 'v) cn in (R) to j00 4 OIZ$ cnI J N I.P. IRON PIPE a, w NOO'01'09"W 178.16' ;CDW w OFFICIAL RECORDS FRESNO 00I 00 w � N L [N89 01 17 W 178.16 1 , rn N O.R.F.C. COUNTY I o { --f N N PARCEL 1 !� opo 'a`n, F.C.R. FRESNO COUNTY RECORDS I z �w 11 �l o PM No. 2456 v z I SE COR. PARCEL 1, BK. 15, PG. 93, F.C.R. PLANTING AND PUBLIC UTILITY z PPUE EASEMENT NOW OFFERED FOR I PM No. 3798, FD. d u DEDICATION FOR PUBLIC USE 3/4" LP., NO TAG - L� °' I 0) — — — �_ m 00 PUBLIC UTILTIY EASEMENT NOW Z 0)- -- ^ W M n O^aDi PUE OFFERED FOR PUBLIC USE PO oo rid o ixz0- w PEDESTRIAN EASEMENT NOW ( Q I PE OFFERED FOR DEDICATION FOR MM g� n.N PUBLIC USE I I w LANDSCAPE EASEMENT NOW I ;� Y < o0 LE OFFERED FOR DEDICATION FOR I N� m v Z Pusuc USE. I NOO*06'40"w " DETAIL A C-4 0 0 BCM BRASS CAP MONUMENT I 88.61' -2'17 34 NOT TO SCALE u 00 0oi R=125.00 OD L S45007'09"E L=5.00 0 INDICATES RELINQUISHMENT OF I 17.46' I 00 DIRECT ACCESS RIGHTS w w N BLUE BORDER INDICATES LIMITS I Q N to OF SUBDIVISION I a 0, I N8 '53'20"E 8 z N 9'30'18"E 00 202.45' 202.45' i ix 214'87 z 20' PRESCRIPTIVE 0- SEE DETAIL A E 1/4 COR. SEC. 27-13/19 SE COR., PARCEL 1. RIGHT OF WAY NE COR., SEC. 27-13/19 o I FD. NAIL AT SSM'H RIM N i PM No. 3798, FD. 30'0 POSITION FALLS ON FLUSH, C.R. 6003 FD. 3/4 IPS / 1 I.P., NO TAG. MANHOLE, C.R. 6269 7 22 - - - - - - - - - - -746.72 - - - - - - 61n. Z' F916.00'J- r -333.85 � ,� 1 � •� O 173.43 I I � [ '] � �' � 178.16' [178.16'] - - - - �- -� M 0 330.35' M 156.92 M 0 527.27 527.31 M - -- - _ -- �- - - --660_69 - - -� - - , Emok J 1321.39 1321.24 <1321.69 CALC.>- S1i�I�N� _ _ - - - - - ��l� -- - I • � N � � N � � M / ( 2 BASIS OF BEARINGS N00 01 09 W 2642.78 [NOOro1 17 W 2942.93 CALC.] (NOOro1 09 W 2642.78) 1 I NORTH CORNELIA AVENUE I SCALE: 1" =.120' ( I I I 0 60 120 240 • 05-19-06...04-345 04345FMIM 54 53 223 FINAL MAP OF c3o 59 58 61 �� 13.00' - 22, MCT Flo. 5406 41 v c>> R12 w � w . R3 h1111 C16 4 U /c15 62 N Q 42 °0 220 1 HARVEST DETAIL B DETAIL C DETAIL D DETAIL E DETAIL F IN THE CITY OF FRESNO, FRESNO COUNTY, CALIFORNIA NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE SURVEYED AND PLATTED IN NOVEMBER 2002 BY YAMABE & HORN ENGINEERING, INC. CONSISTING OF FIVE SHEETS SHEET 3 OF 5 LEGEND 0 FOUND 3/4" IRON PIPE, DOWN 0.5', TAGGED 30' ( 30' RCE 13900". UNLESS OTHERWISE NOTED NE COR. SEC. 27-13/19 I I SET 3/4" IRON PIPE, 30" LONG, 4" UP IN 6" POSITION FALLS ON I �- O DIAMETER X 30" P.C.C. MONUMENT, DOWN 6" WEST SHIELDS AVENUE MANHOLE, C.R. 6269 22 123 BELOW GROUND, TAGGED RCE 30501 �,..®.-. N89'52'24"E 1317.28' - - - - - - - SET 3/4" IRON PIPE, 30" LONG, DOWN 6", 134.69 I o r . 1182.59' N O �� TAGGED "RCE 30501" .�, • �~ r� N •--�- -1� NOW OFFERED FOR DEDICATION FOR PUBLIC 0 53'* 53'O L 20' PRESCRIPTIVE _NOW OFFERED �oR �E��C�►Tiq�1C '16 �L6 'QS 35'V L42 37•• T• 27 6 - in , 35 V STREET PURPOSES �n 2� 2� �_ RIGHT OF WAY - - _ 816.76' `• •�' 240.70' 1• .98.09' 3.31 7 60.00 60.00_ 60.00'_ 60.00'_ 60.00_ 60.00_ 60.00'_ 60.00'_ 60.00_ -60.00- 60.00_ -60.00'-'w 43.45 60.00 121.94' 51.51' �A� EASEMENT PREVIOUSLY OFFERED FOR PUBLIC I STREET PURPOSES PER DOCUMENT RECORDED 0 '-El �, 1-]F0'PUE 10 PUE 20.E 7.25' 3 �-4' PUE ; JUNE 1, 2005, AS INSTRUMENT No. 0 20 LE 'N� 25 29 I 3 20 LE - - - z +� 35 I 2005-0121536, O.R.F.C. O 36 N cD N O u) .- I� O c0 M 'v� it) r 00 M LO ,04, OD OD r• O O rn rn O 0D o0 0o f� co cC to h cc o 35 i� .� EASEMENT PREVIOUSLY OFFERED FOR PUBLIC i to 0 � � 34 ro 33 N 32 c- 31 N 30 N 29 N 28 N 27 N 26 N 25 N 24 N 23 22 0 21 o N 20 ry �o�' 19 � STREET PURPOSES PER DOCUMENT RECORDED S89'52'24"W N m o 04 � N o "� W I 0 z I � �---•- - - O JUNE 1, 2005, AS INSTRUMENT No. 109.90' z co 2 2005-0121537, O.R.F.C. 0 0 10 PUE 1 O'PUE 10'PUE C2 I a°'; 37 0 - - - -60.00 60.00' -60.00' 60.00' -60.00' -60.00 60.00 -60.00 60.00 60.00 60.00 33.15 N < EASEMENT PREVIOUSLY OFFERED FOR PUBLIC N �� 52.65 60.00 60.00 60.00 . 3'ti4 W STREET PURPOSES PER DOCUMENT RECORDED 925.80 7 0 4J '� JUNE 1 2005, AS INSTRUMENT No. l� ,N WEST HUNTER AVENUE S89'50'17"W 987.21' N S 6' °' °`�' 109.99' - - - - - - -' - - - C4 .�•im - ori 2005-0121538, O.R.F.C. 0 0 3 1 N r 912.48' N 18 o Z co 120' PRESCRIPTIVE Neve CoWEREa � DWa�w PREVIOUSLY DEDICATED FOR PUBLIC STREET o � o _ 0 0 'ti , co c0 rn M� �' 54.66_ 61.75_ 61.75_ 61.75_ 61.75. 61.75 61.75 61.75 61.75 61.75 61.75 _61.75 _61.75 _61.75 _55.07 / ( N U 3 RIGHT-OF-WAY �R �lSti-�G So'�R 0 PURPOSES PER PARCEL MAP No. 3798, N h - �10'PUE o `� S89'S1'41"W 0 R�RP03�S RECORDED IN BOOK 24, PAGE 71, F.C.R. �0 10 PUE w �t� iv �,�. I W s J r ' I r 110.09' - - PREVIOUSLY DEDICATED FOR PUBLIC STREET 0 i ;° 0 0 0 0 0 0 0 0 0 0 0 0 0 ;° o 1 0 ;.� 115.00 o " 0 0 z 0 o o o a o 0 0 0 0 0 0 0 0 0 0 oD o PURPOSES PER TRACT No. 3207, WESTERN 0 0 43 244 245 0a 246 247 ao 248 249 ao 250 ao 251 00 252 ao 253 ao 254 00 255 o ao 256 c0 „� 17 ? 0 z I » 0 0 39 0 25 25 co 242 0 ao 2 00 00 ESTATES RECORDED IN VOL. 38 OF PLATS AT 0 O o 0 0 0 0 0 0 0 0 0 0 0 0 0 � 1 8.28, to 35 ao En 00 t° o m N con 10'PUE 9.95' V 00 Z PAGE 60, F.C.R. of 10 PUE--- lV _ I W �-10 PUE 26.11 j 1 RECORD DATA PER PARCEL MAP No. 3798 115.06 3 - 0 110'18' 0 M " o o n m ( [ ] RECORDED IN BOOK 24 OF PARCEL MAPS AT � S89'5017 W 937.83 No a �O , , , , , . , , , , , , , , , WW o o 0 61.75 61.75 61.75 61.75 61.75 61.75 61.75 61.75 61.75 61.75 61.75 61.75 61.75 68.08 N 0 J co � 5 16 I PAGE 71, F.C.R. o 40 c Nr' 670 t� o RECORD DATA PER PARCEL MAP No. 2456, cV c° w w M �5' 25'P 8.2T p � t I _ 10 PUE 0 0 o c° -0 I < > RECORDED IN BOOK 15 OF PARCEL MAPS AT 0 110.28, ��" co (0 -0 0 0 0 0 0 0 0 0 o r7 241 0 240 0 239 0 0 0 0 0 0 0 232 a o 0 0 0 „� t 1 1 to m z p � ao 0o q 238 ao 237 00 236 235 �, 234 ao 233 ao ao 231 ao 230co 229 ao 228 o ao 227 m 115.33 ¢ PAGE 93 F.C.R. 0 0' � o o 0 0 0 0 0 0 0 0 0 0 0 00 0 15 I o I 0.-. 41 t 1 0 .- T- •- o o 0 RECORD DATA PER TRACT NO. 4544, RECORDED co �I 1 N 10'PU�E 10'PUE ch / � ,lll� c0 N O IN VOLUME 71 OF PLATS AT PAGES 93-94, • " t - rn ' Ct 15 LE F.C.R. S89 52 24 W �t ,_ _ - - 6.68 °' w 107.65' / �s 54.65 61.75 61.75 61.75 61.75 61.75 61.75 61.75 61.75 61.75 61.75 61.75 61.75 61.75 5 �. N iV ,Z 117.33' N » SEE DETAIL B in 814.08' in _ in rn - = �' RECORD DATA PER TRACT No. 3207, WESTERN ��44� N _ _WEST SIMPSON A VENUE N S89'50'17"W 988.71' 04 - - _`~ `1 0 0 14 I � ' I ESTATES", RECORDED IN VOL. 38 OF PLATS, AT �U - - - - PAGE 60 F.C.R. 42 0 524.71' in ;�V 464.00' to _ co o • N v 416.70' N t N 389.31 N 25' 25' S89'51'41"W m ih C,1 �,9 ( DENOTES CORNER RECORDS ON FILE WITH a'• ,,y1 C� 60.00'_ 60.00'- 60.00'_ 60.00'_ 60.00'_ 60.00_ 52.65 87.66 -69.00_ 60.00_ 60.00_ 60.00_ 52.65 0 3 119.33' C.R. � FRESNO COUNTY SURVEYOR h in •�' �,� \ C124.05' w 10'PUE 1 I o co 10 PUE 0 °'ol o -' w 25' 25' 0 221 o N 3 _ -- N N 13 r -- - (R) INDICATES RADIAL BEARING 10 PUE o 10 PUE t �� - Z 4m ►� in i� 0 N o �' ! ►� co M 4M - 0I:Z--110'PUEL 9 LP. IRON PIPE o o, o, a, a, 0 0 0 W �? 3 222 '1223 �: 224 '? 225 226 °' rn o - $- 43 ,� o 45 46 N 47 N 48- r,; 49 ,,� 50 o M 51 » e N N z 6 98 o� 0 44 0 �i �- r o S89 5017 W m N N 04 P ui �j o r o o _ o T- o o rn �' 27' O.R.F.C. OFFICIAL RECORDS FRESNO COUNTY ;� eq o o •- 100.00 o t 1 N co i0 0 z ( �- N S89'51'41"W 193.00' V I 2 " 10 PUE- �'C 0 220 '� 14.00 - FRESNO COUNTY RECORDS N89'51 17 E 635.10 O 0 04 g `5p L51 65.00 F.C.R. 112.07 98.03 M � SEE DETAIL F 69.00' 60.00' Log 171.00' L52 v N WEST SIAIPSON AVENUE N 127.64 82.46 60.00 60.00 60.00- 60.00- 60.00- 60.00- 65.00• ^ -V-- � PPUE PLANTING AND PUBLIC UTILITY EASEMENT NOW w 3,d-. 1 301.00' OUTLOT A ''�'i-' 218.00' I OFFERED FOR DEDICATION FOR PUBLIC USE rl N a, w I N o ^ 113.00' N89'51'41"E 519.00' [N89'52'15"E 519.00 CALC.] I 30' I PUBLIC UTILTIY EASEMENT NOW OFFERED FOR ai o os ire i t 0 0 `vs 0 0�w 0 0 Co� PUE PUBLIC USE co 60 °' vi 59 0 0 58 a 57 56 a 55 q 54 0! 53 0 00 52 N O O N 0 219 7 o00 °' ^ z Z too 00 I PEDESTRIAN EASEMENT NOW OFFERED FOR cn PE SEE ETAIL D SEE DETAIL C oo w PARCEL 1 I DEDICATION FOR PUBLIC USE ,� X633 -C18 10'PUE m ( S88 5017 W 3 •� 0' s 25' 125' 113.00 0^ PM No. 3798 42.21' 60.00' 60.00' 60.00' 59.06' t � � BK. 24, PG. 71, F.C.R. � I � LANDSCAPE EASEMENT NOW OFFERED FOR - o I DEDICATION FOR PUBLIC USE. L45i 82 / �; V ._ in 281.27' 'c' / 23 �` 218 0 'a0, I 1 -N S89'50'1 "W 342.48' - C24 3>�.��. LO , cn z BCM BRASS CAP MONUMENT i 61 N i N WEST CORNELL AVENUE 6 �� 30' I I I - I SEE DETAIL E v H690 `� r S89'51'41"W 519.00' [N89'52'15"E 519.00'] �1Tr-OTB _ I �- INDICATES RELINQUISHMENT OF DIRECT ACCESS S89050'56"W n �` 35 9841, S4 79.38�h t= 472.0 ' =_• dw I RIGHTS 121,4gc• C 1 in BLUE BORDER INDICATES LIMITS OF SUBDIVISION I � 107.54 � / I C124 N No - - - I - c0 62 25' 25' I 203 204 205 206 207 208 N I 12 3 �( I N I 209 {s} I ,No 210 I 16' 31' 0 211 25 25 I I z 63 I 212 NOTE: I 213 214 215 216 217 I I I 11 II � I I MA SEE SHEET 4 _ BASIS OF BEARINGS: SEE SHEET 2 FOR BASIS OF BEARINGS PREPARED BY: THE EAST LINE OF THE NORTHEAST QUARTER SEE SHEET 5 FOR LINE, RADIAL AND CURVE TABLES YAMABE do HORN ENGINMING, INC. OF SECTION 27, T13S, R19E, M.D.B. & M., AS 1300 EAST SHAW AVENUE, SUITE 176 SHOWN ON TRACT NO. 4544, RECORDED IN SCALE: 1" = 80' FRESNO, CA 93710 VOLUME 71 OF PLATS AT PAGES 93-94, --- PH. 539-244-3123 FAX 559-244-3120 - F.C.R.,TAKEN TO BE NORTH 00'01' 09" WEST 0 40 80 160 05-19 06...04-345/04345FM2.DWG . r - - X24 v 00 s1 ( �- *EST-,,, S89'50'17"W 342.48 ,CORNELL AVENUE v N M MATCHLINE SEE SHEET 3 30' 1 I I FINAL MAP OF 305.20 n SEE DETAIL E ��� 53.96'_ 60.00'_ 60.00'_ 60.00'_ 60.00'_ C28 . Ng93 , S89'51'41"W 519.00' [N89'1'41"E 519.00'] OUTLOT B 0 1 1 *W r C2 S L52 115.00' �• �•• NO* 5406. 9 TRA C T S89 50 56 W 1 11.24 / 1 , 1 W 1 r I O'PUE 1 107.54 v I 69 ?1.4 • ?1. • 357.00 in \ / 3 g . 4 44 C124 I 115.00 1 47 I » 0 ; iv 0 N l 4 03, - S89'51'41"W 331.46' cv 0 L53 I I I�AR VES T 62 �, M WEST CORNELL AVENUE o 25 25 M N 204 205 0;l Ln / 1 12 I O ori 203 0 00 00 206 c6 207 o0 208 io T rn a, / 3 C33 294.07 N �• 110.00 o Z c 209'10^o 25.71' / 59.38'_ 60.00'_ 60.00'_ 60.00'_ 54.69' ``� co I IN THE CITY OF FRESNO, FRESNO COUNTY, CALIFORNIA c_ I 10'PUE-� �-_10'PUE S89'S1'41"W I N N� N `�� Cl5 ► � , 1 s' 31' I SURVEYED AND PLATTED IN NOVEMBER 2002 1 0 o i�- N r. 210 N o � co_ O'PUE 3 I 115.00 s3 o M s8s•5o'17"w 366.30' r 211 �, 0 co 25 25 0 0 I I BY YAMABE & HORN ENGINEERING, INC. 1 0 o n N r r r r N co OR 212 N 213 214 '� 215 216 N 7 217 N 'r? 11 co (0100� 66.30 60.00 60.00 60.00 60.00 60.00 S89 58 51 W N p N CO to co p CO 00 I I CONSISTING OF FIVE SHEETS 110.00' N N I 3 60.00' N o 0 0 0 0 0 V_ co co 3 N 3 S89'58 51 W Z 115.00 SHEET 4 OF 5 - - - - - - 1 60.00 N *- S89058'51"W 10'PUE 1 O'PUE LEGEND 1 O o rr, � r ^ t\ 1\ to N� eN-• , • r » . » , Ln d I » r » » 0 64 �? - co co co co Ln o co 0 - 3 60.00 S89 58 51 W S8 51 41 W 307.00 co -o I - FOUND 3/4 IRON PIPE, DOWN 0.5, TAGGED RCE 13900", UNLESS OTHERWISE 0 0 0 202 No 201 200 199 198 a; 197 p d; 0 0 " 3 60.00' ► 1:N Lc? 10 ( NOTED 0 0 .- .- T_ 0 00 N M : 60.00 60.00 60.00 60.00 67.00 0001 I O 110.00' p0 � r I .- r %_ Z O 196OoOI p N^ � r No ( » » » » » 195 - co z Z � 'pow co 1940- 3 115.00' � SET 3/4 IRON PIPE, 30 LONG, 4 UP IN 6 DIAMETER X 30 P.C.C. 3 _ LfN,) 1 10'PUE 22.39' p p'- ^o �'� N N;� - N• 1'� , MONUMENT, DOWN 6" BELOW GROUND, TAGGED RCE 30501 o o - 0 C j 193 1. 191 190 189 188 O0 10 PUE I N r- r- . .- Z 0 p cV 1� 7 7 1 O 65 o co !� 53.95 -60.00 60.00 60.00 C -�. z No 00 4 192 co co co iy cc cy) " " » » P C) m Ln / 6' __ - 4 00 o O O Po O °' 0 I O O SET 3/4 IRON PIPE, 30 LONG, DOWN 6". TAGGED RCE 30501 ;n 256.34 C 51 o 9 0 110.00 3 ~� N S89'50'17"W 293.74' r z co I 0 0 � - - - �' - C3 10 PUE I I NOW OFFERED FOR DEDICATION FOR PUBLIC STREET PURPOSES Z - � • �, WEST AMHERST AVENUE 8 15.48 115.00 I C 60.00'- -60.00'- -60.00 -54.63' �I• o o M o �� N 256.46' C3 C �"� I r 15 LE I EASEMENT PREVIOUSLY OFFERED FOR PUBLIC STREET PURPOSES PER a 66 cc . �, -60.00- -60.00- -60.00- G4 4 9 250.11 i-) 1� 1 I 0 DOCUMENT RECORDED JUNE 1, 2005, AS INSTRUMENT No. 2005-0121536, o 0 00 53.93_ C49 too to to zl ---JX �'' - S89'51'41"W 287.39' N V 11 u n 0 8 I t O.R.F.C. J I 110.00' w 22.53' 44 8 " � co C5 ► LO 04 3 O0 EASEMENT PREVIOUSLY OFFERED FOR PUBLIC STREET PURPOSES PER CL I 10'PUE-.".: rn 00 in �t "o� .� 249.99 N a,'n 115.00' ,,_ o to C g , r O DOCUMENT RECORDED JUNE 1, 2005, AS INSTRUMENT No. 2005-0121537, 0 1 0 0 co . L n o �- C -60.00- -60.00- -60.00- _54.65 Q O.R.F.C. 00 67 r T_ V_ 0 0 . 15.34' I I to I 0 � 0 173 0 � 174 175 � 176 � 177 r 178 - 179 0 o a0 w 10 PUE w � 0 0 cO o 180 0 o - a, . o Lr? 7 I- . I I EASEMENT PREVIOUSLY OFFERED FOR PUBLIC STREET PURPOSES PER ► 0 o r 1` i� t` I z 0 I 110.00 lau - �--10 PUE o 0 181 0 vii' a0 t` r� M '"� N 25' 25' `° I I 0 DOCUMENT RECORDED JUNE 1, 2005, AS INSTRUMENT No. 2005-0121538, 182 Ki Lri O.R.F.C. > ��I O I o S89'49'37"W 426.23' o 183 •ppp o 184 0 185 0 186 0 C) 187 cli � 115.00' N 0 68 000 66.23' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 589'46'43"E cn cn rn I I 0 PREVIOUSLY DEDICATED FOR PUBLIC STREET PURPOSES PER PARCEL MAP No. r� N N , » 10 O'PUE O 0 3798, RECORDED IN BOOK 24, PAGE 71, F.C.R. co Q 60.00 589 46 43 E ° w 60.00' S89'51'41"W S89'51'41"W 307.00' o r. 'r? 6 z I 110.00 I : _ '10 r r 4 0 0 O I PREVIOUSLY DEDICATED FOR PUBLIC STREET PURPOSES PER TRACT No. 3207, U I Z o °'o M o- 60.00 60.00 60.00 60.00 60.00 67.00 0o N Q I 115.00' r O " a o 0 Q o 172 171 170 169 �i 168 167 166 I Ix I WESTERN ESTATES", RECORDED IN VOL. 38 OF PLATS, AT PAGE 60, F.C.R. Ln 00_ o o p Q M rn 165 Ln 0 - w 1--10'PUE I I W O 69 0 0 No 0 0 164 00 00 N 00 °'o � o o m 0 [ ] RECORD DATA PER PARCEL MAP No. 3798, RECORDED IN BOOK 24 OF 1 co co I N 0 O a; 0 163 * Ln r� M M to N ,n I PARCEL MAPS AT PAGE 71, F.C.R. �' °' 1 10 O'PUE C65 0 ori Lri 162 4 161 4 160 4 159 p 4 158 5 o �I 110.00 _ _ _ _ � � oo Q o o O o °' .i1 o O { 53.85' 60.00'- 60.00'- 60.00' 60.00' 43.8 C66 C68 o N < RECORD DATA PER PARCEL MAP No. 2456, RECORDED IN BOOK 15 OF 00 o Z 1j C6� r cn O 115.00 / 1 I' N . 10 PUE 16' 31' � PARCEL MAPS AT PAGE 93, F.C.R. z I o ;n 337.67 5 6 _ 27.01 70 S89'4 '37"W 374.91' _ 1•� �I C7 '� Z I * o _ 71 60.00- 60.00- 60.00 54.67 = �a• ( ) RECORD DATA PER TRACT NO. 4544, RECORDED IN VOLUME 71 OF PLATS AT m� C83 -� �.� N _C61 _ - �� 0 4 ( - - PAGES 93-94, F.C.R. N89'S0"56"E N 338.25' o C62 - 1:8��- N �� 3 .� ,�,� ,, - S89 51 41 W 299.13 - f 0 I 109.66' '� r C63 - RECORD DATA PER TRACT No. 3207, "WESTERN ESTATES", RECORDED IN VOL. O 3.93- -61.17 _ 60.00_ 60.00_ 60.00- 43.15 7 d- �n I 31 0 o I 4 'PU C 64 �I 261.73' N 115.00 I O € 38 OF PLATS, AT PAGE 60, F.C.R. a; 10 E 78 74_ r to � � 20.77 10 PUE I co 71 0) co25' w 3 C C75 --�-7 43.41 65.00 _ _65.00 88.33 9 (- o C.R. DENOTES CORNER RECORDS ON FILE WITH FRESNO COUNTY SURVEYOR N89'50'56"E v c�i1 a' o04 °' 0 0 0 o rn 0 0o C72 3 49 - 10 O'PUE 3 5Rm- Z I rn T_ 25' • � cn 135.71' corn 144 0 145 0 u 146 147 148 149 150 �, co o N a, a, ^ 25 v 15 LE c� (R) INDICATES RADIAL BEARING v v o o rn N co Ln co �r d• / 00 7 S89051'41"W z o N Z N 151 152 `no 153 0 154 00 155 00 156 0 00 157 v v� 0 72 �_10"PUE N 0 r- 119.81' I ( m I I.P. IRON PIPE co C86 `� c° I O.R.F.C. OFFICIAL RECORDS FRESNO COUNTY 123.08 Rog • N 9 50 56 E 444.07 z v 2 ( o 4 82.94 61.13 60.00 60.00 60.00 60.00 60.00 60.00 65.69 65.00 65.00 65.00 65.00 67.74 F.C.R. FRESNO COUNTY RECORDS 10'PUE-� C90 r � SEE DETAIL J I' N 60.00 60.00 61.00 61.00 62.00 62.00 87.43 8930'18"W 1-F• 16 31' in 50 0 73 25, w 3 / S V m I PLANTING AND PUBLIC UTILITY EASEMENT NOW OFFERED FOR DEDICATION FOR O 25 iv -`a� -- o o - ___.- N o_ o� / 149.76 ! PPUE - --- PUBLIC USE ► V 0 P O 0 0 0 O •-0 0 O O O 0 0 p 0 .� ZV 0 - 111.91 4 143 0 4 142 0 •� 141 4 140 4 139 4 138 4 137 0'a' Lq 136 � 135 Ln 134 q 133 � 132 Ln 131 � 0 130 10 0 / 1 w I PUE PUBLIC UTILITY EASEMENT NOW OFFERED FOR PUBLIC USE r� N .-- I O p O O O O O O O LO 0 c`oo v C) Z Z o. 0 0 0 0 0 0 V_10'PUE , SEE DETAIL H� � I 0 167.87 I PE PEDESTRIAN EASEMENT NOW OFFERED FOR DEDICATION FOR PUBLIC USE z 51 po c6 74 1 O'PUE 1O'PUE z L36 •�C�+ I a 0(n 47 - r .� - r� S89'30'18"W 214.87''�■M Q r �� 87.51 61.1 0 60.00 60.00 60.00 60.00 -60.00 60.00 60.00 61.00 61.00 62.00 62.00 53.10 �ryh rn \ © 1 LE LANDSCAPE EASEMENT NOW OFFERED FOR DEDICATION FOR PUBLIC USE. -- 107.20 ,� 867.71' in I I ~ C89 � `n ♦ " N v � I BCM BRASS CAP MONUMENT a _ SEE DETAIL K N - ST BROWN AVENUE N89 50 56 E 944.91 - - - - �,, 00 DOC. No. 2005-0210430 MIZ J COI r� m I u�• INDICATES RELINQUISHMENT OF DIRECT ACCESS RIGHTS ( I f552 oLNn po 75 0 \� �/ N . - - 870.26' N V N45'0T09"W p Z �2 r7 17.46 107.00' Id- �� 56.81 -63.40- -63.40- 63.40_ 63.40 63.40 63.40 63.40 _63.40 _63.40- -63.40- 62.40- _61.40_% 55.65 6' d' 25' I ( I BLUE BORDER INDICATES LIMITS OF SUBDIVISION z N I % w 10'PUE 10'PUE w L34 25• ML I N o _o �. 25'._.,...,.. 0 0 0 0 0 0 0 O o 0 0 0 0 53 P coo 76 0 -cro rn1 0 116 o N 117 c,1 118 N 119 N 120 R 121 N 122 c i 123 c4 124 c i 125 c� 126 127 cv 128 co N 129 rn v rn 0 0 o O 0 O o 0 0 o a o P o S89'53'20"W 233.01' NOTE: 107.00' N °p m 0 0 0122 - - 'd- N N- N " N C106 �,I EST BRM lV AVENi v I 0 SEE SHEET 2 FOR BASIS OF BEARINGS 1 10'PUE--i p. -10 PUE N89 50 56 E 913.11 31 U 0 o w O M 69.27 63.40 63.40 63.40 63.40 63.40 63.40 63.40 63.40 63.40 63.40 62.40 61.40 86.04 �' �ti 125.37 SEE SHEET 5 FOR UNE, RADIAL AND CURVE TABLES 54 O 77 0 .t a; r r r , r r r r , 0 0 � N 67.00 60.00 60.00 60.00 60.00 60.00 60.00 60.00 60.00 60.00 60.00 60.00 60.00 60.00 % 66R50 1 C101 1 I 4 » o w w C107 25' 250' 100 I I 100 ,,, N89050 56 E 107.00' 0 0 0 0 0 0 -Oa o 0 0 0 0 -op o "po 'op - % SEE DETAIL G vL U N N'I a; 115 N o 114 a 113 0 112 O 111 110 0 109 108 107 106 105 104 103 102 N 101 ^3 S89.53'18"W 1 cV cV cV C*4 04 04 cV 04 cV cV cV cV p cV �_ 00 U 55 .0 78 c° 25' 25' 00 o 0 9' o 0 0 0 0 0 0 0 0cj _ \ / 145.65' I �° I �'� 99 N°' Ln, � � CO � 10'PUE - - -- - - -_ _ _ _ _ - --- - 10'PUE � 10'PUE of N 99- col 10 PUE a - - - - - - - - - - n 3 '- '- - '- -6 .00' -60.00' -60.00' -60.00' -60.00'- 60.00'- 60.00'- 60.00'- 60.00'- 60.00'- 60.00 60.00' 56.66' 0 $ in � I DETAIL H 94.66 fey f,22 54.65 60.00 0 - - - LO 891.31' Ln 1 i S89'53'20"W ( o, cv o I NOT TO SCALE 132.00' -� �- N WEST HARVARD AVENUE 966.00' - - - - N _ _f --' d M Q I ( DETAIL G 56 - - - - - - , N89'50'56"E 1098.00' N 108.89 N z NOT To scALE N 1051.34 C 2 G� 98 I ¢ rn -- r r r r r r , r + r r ► r r r I 70.14 60.00 60.00 -60.00'- 60.00_ 60.00'- _60.00'_ 60.00_ _60.00'_ _60.00'_ 60.00_ _60.00'_ 60.00_ _60.00'_ 60.00_ 60.00_ _60.00'_ / 10'PUE I ti w 10'PUE 1 O'PUE 2 C 00 �C99/ I ( R �'`� - 2 PZ W. PRINCETON A VE. 0 0 0 0 0 0 o a 0 0 0 0 0 0 0 0 0 0 0 - sSS SCALE: 1 = 80 39 V W 0 0 0 0 0 0 0 0 o a o 0 0 0 0 0 o I I cy 0 79 cV' c4 cv C4 N c4 94 95 c4 96 'as Ln 97 1Q. b�? I 0 40 80 160 T_ P c�i 80 �i 81 N 82 ri 83 84 85 86 87 88 89 90 91 92 93 p p e- 0 r r r r r r r r �- r •- r r r r r O •g? I . v 96` , N 16' 311 J I � 70.37' 60.00 60.00 60.00' 60.00' 60.00 60.00 60.00' 60.00 60.00 60.00 60.00' 60.00' 60.00' 60.00' 60.00' 60.00 60.00 179.31 1269.68' Now N89'50'56"E 1316.68' I NOT T SCALE �MAF C } I I 05-19-06....04-_'45/04345FM2.DWG it FINAL MAP OF TRACT -- NO- 5406 "HARVEST" IN THE CITY OF FRESNO, FRESNO COUNTY, CALIFORNIA SURVEYED AND PLATTED IN NOVEMBER 2002 BY YAMABE & HORN ENGINEERING, INC. CONSISTING OF FIVE SHEETS SHEET 5 OF 5 CURVE TABLE CURVE DELTA RADIUS LENGTH CURVE DELTA RADIUS LENGTH CURVE DELTA RADIUS LENGTH CURVE DELTA RADIUS LENGTH CURVE DELTA RADIUS LENGTH CURVE DELTA RADIUS LENGTH C21 13'35'12" 45.00' 10.67' C42 4'21'09" 800.00' 60.77' C63 11'07'42" 750.00' 145.67' C83 2'04'30" 525.00' 19.01' C104 2103453" 150.00' 56.50' C1 90'08'34" 45.00' 70.80' C22 19003'00" 45.00' 14.96' C43 3"24'23" 800.00' 47.56' C64 11'05'38" 750.00' 145.22' C84 6034'53" 525.00' 60.31' C105 21'30'25" 150.00' 56.31' C2 12'59'31" 45.00' 10.20' C23 20'33'55" 275.00' 98.71' C44 2'38'58" 750.00' 34.68' C65 1'09'31" 800.00' 16.18' C85 546'16" 525.00' 52.88' C106 9'15'12" 125.00' 20.19' C3 54'09'09" 45.00' 42.53' C24 20'33'55" 250.00' 89.73' C45 4'39'03" 750.00' 60.88' C66 4618'17" 800.00' 60.11' C86 0'50'440, 575.00' 8.49' C107 12'19'41" 125.00' 26.90' C4 22059'54" 45.00' 18.06' C25 20'33'55" 225.00' 80.76' C46 4'36'09" 750.00' 60.25' C67 4020'07" 800.00' 60.53' C87 6'05'11" 575.00' 61.08' C108 34'13'13" 125.00' 74.66' C5 2635'05" 45.00' 20.88' C26 12'36113" 275.00' 60.49' C47 2'51'48" 750.00' 37.48' C68 1'19'47" 800.00' 18.57' C88 6'00'03" 575.00' 60.22' C109 34'33'53" 175.00' 105.57' C6 152'28'22" 50.00' 133.06' C27 7045'55" 275.00' 37.27' C48 14044'34" 700.00' 180.12' C69 3'27'42" 700.00' 42.29' C89 1'29'41" 575.0015.00' 0110 34'39'30" 175.00' 105.86' C7 35'51'10" 45.00' 28.16' C28 12030'50" 225.00' 49.14' C49 14'44'34" 725.00' 186.55' C70 4'55'54" 700.00' 60.25' C90 0020'30" 575.00' 3.43' C111 14'2539" 550.00' 138.49' C8 20'01'10" 45.00' 15.72' C29 8'03'05" 225.00' 31.62' C50 14'44'34" 750.00' 192.98' C71 2'42'02" 700.00' 32.99' C91 10'23'00" 575.00' 104.20' C112 27'46'00" 175.00' 84.81' C9 6'3355" 45.00' 5.16' C30 0'11'47" 275.00' 0.94' C51 1'09'08" 700.00' 14.08' C72 1'38'59" 750.00' 21.59' C92 38'49'41" 45.000' 30.50' 0113 6053'30" 175.00' 21.05' C10 47'1423" 50.00' 41.22' C31 20040'08" 225.00' 81.17' C52 5'00'16" 700.00' 61.14' C73 4'58'46" 750.00' 65.18' C93 181'43'34" 50.00' 158.59' C114 29'06'22" 125.00' 63.50' C11 56'15'25" 50.00' 49.09' C32 20'32'31" 250.00' 89.63' C53 4'56'23" 700.00' 60.35' C74 4"27'53" 750.00' 58.44' C94 53'01'09" 45.00' 41.64' 0115 3015'28" 125.00' 7.11' C12 48'58'34" 50.00' 42.74' C33 20'32'31" 275.00' 98.59' C54 3'38'47" 700.00' 44.55' C75 0037'03" 750.00' 8.08' C95 12'41'25" 45.00' 9.97' C116 21'06'04" 175.00' 64.45' C13 32'38'12" 45.00' 25.63' C34 7'48'35" 275.00' 37.48' C55 3'24'48" 750.00' 44.68' C76 4'37'49" 750.00' 60.61' C96 40019'44" 45.00' 31.67'. 0117 13'27'49" 175.00' 41.12' C14 155'08'53" 50.00' 135.39' C35 12'36'10" 275.00' 60.49' C56 4'36'25" 750.00' 60.30' C77 435'36" 750.00' 60.13' C97 51048'38" 50.00' 45.21' C118 34'33'53" 150.00' 90.49' C15 32'38'12" 45.00' 25.63' C36 14"25'39" 550.00' 138.49' C57 4'39'32" 750.00' 60.98' C78 1'17'14" 750.00' 16.85' C98 57'48'34" 50.00' 50.45' C119 34'39'24" 150.00' 90.73' C16 23016'19" 45.00' 18.28' C37 14045'58" 800.00' 206.17' C58 2003'49" 750.00' 27.01' C79 14'25'39" 525.00' 132.20' C99 57'48'34" 50.00' 50.45 C120 2017'34" 125.00 0 5.00' C17 9'21'53" 45.00' 7.36' C38 14'45'58" 775.00' 199.73' C59 11'07'42" 800.00' 155.38' C80 10'43'30" 575.00' 107.63'l C100 14'17' 48' C121 17'13'58" 150.00' 45.12' C18 55"16'22" 50.00' 48.23' C39 14'45'58" 750.00' 193.29' C60 11'05'38" 700.00' 135.54' C81 10052'02" 525.00' 99.58' C101 7"13'24" 175.00' 22.06' C122 4'16'27" 150.00' 11.19' C19 51'03'44" 50.00' 44.56' C40 2'41'40" 800.00' 37.62' C61 11'07'42" 775.00' 150.53' C82 14'25'39" 575.00' 144-79-1 C102 21'34'53" 125.00' 47.08' C123 34'39'24" 125.00' 75.61' C20 48.48'47" 50.00' 42.60' C41 4'18'46" 800.00' 60.22' C62 11'05'38" 725.00' 140.38' C103 21'30'25" 175.00' 65.69' C124 20'32'31" 250.00' 89.63' C125 0'07'46" 275.00' b- LINE TABLE RADIAL TABLE LINE LENGTH BEARING LINE LENGTH BEARING LINE BEARING LINE BEARING LINE BEARING L1 16.52' N45'07'33"W L28 20.34' N00002'1 2"W R1 S12'49'48"W R21 S11'57'17"W R41 N87057'42"W L2 16.53' N44'S2'24"E L29 17.44' N45'05'06"W R2 S66'5857"W R22 S07'18'14"W R42 N81'22'49"W L3 17.46' S44'50'470W L30 17.45' S45'04'53"E R3 N70'06 6"W R23 S02'42'05"W R43 S76'27'17"E L4 17.45' N45'08'39"W L31 17.46' S44'54'44"W R4 N69'13'06"E R24 S06050'43"W R44 S82'32'28"E L5 17.45' S45009'30"E L32 17.47' S44055`1 6"W R5 N12'57'41"E R25 S02'31'57"W R45 N86'20'03"W L6 17.47' S44'54'17"W L33 17.44' S45'04'44"E R6 N36'00'5 "W R26 S01*06'51"W R46 N75'57'03"W L7 17.45' N45'04'44"W L34 6.19' N00'06'40"W R7 S12038'17"W R27 S '59'08"W R47 S 6'28'35"E L8 17.44' N45005'26"W L35 87.52' N00'06'40"W R8 S00'02'04"W R28 S0517'25"W R48 S88032'31"E L9 17.45' S45'04'53'E L36 4.64' N00'06'40"W R9 N23'06'36"E R29 S05'42'27"W R49 N72039'1 6"E L10 17.47' S44'55'15"W L37 16.93' N69'35'48"W R10 S22'47'53"E R30 S10'20'16"W R50 S77'38107"W L11 17.45' N45'06'040E L38 23.64' N69035'48"W R11 S7351'37"E R31 S 9'3732"W R51 S8 '44'24"W - - - L12 16.36' S55'11'31"W L39 3.62' S00001'09"E R12 S70'54'48"W R32 N0T29'37"E R52 N77'1-6'27"E L13 20.03' N34'47'49"W L40 106.58' S00'01'09"E R13 S12'21'07"W R33 S06'2926"W R53 S88'45'41"W L14 17.467' S44'54'28"W L41 28.31' S45'04'22"E R14 Sl 2"35'37"W R34 N01*30'40"E R54 N.33'25'45"W L15 17.46' N44'5454"E L42 9.51' N77'59 3"W R15 NO3'30'28"E R35 NO2'33'43"E R55 N24022'49"E L16 17.45' N45'05'58"W L44 60.03' S01"55'42"E R16 N031629"E R36 N89040'23"W R56 N� ffw L17 17.44' S45'06'17"E L45 31.69' N89'52'24"E R17 N07'52'54"E R37 N76033'20"W R57 Nl3 7'07"E L18 17.78' S46'34'01"W L46 16.53' S44'5432"W R18 N08'26'51"E R38 S6200933"E R58 N20'38'59"E L19 17.19' S43'28'35"E L47 16.53' 545004'04"E R19 N12'32'26"E R39 S58'43'10"E R59 S89'57'48"W L20 17.46' N44'S4'05"E L4$ 16.53' S44'56'05"W R20 S11'11'S2"W R40 N87049'06"W L21 17.47'' S44055'50"W L49 43.33' N76'20'28"E L22 17.45' N4500538"W L50 24.70' N76'20'28"E L23 17.46' S4405447"W L51 36.00' N89'51'41"E L24 17.46' N45'07'09"W L52 16.84' N00'01'09"W L25 20.29' N44'50'59"E L52 6.84' N00'01'09"W L26 17.45' S45b7'520E L53 6.84' N00'01'09"W L27 16.93' S40'53'460W L54 72.03' N76'20'28"E 05-19-06 04-345/ 04345FM2.DWG