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HomeMy WebLinkAboutT-5343 - Map - 11/15/2005 FINAL MAP OF SURVEYORS STATEMENT (SMA 66441 AND 66442.5(a)) RECORD TITLE INTEREST STATEMENT (SMA 66436.5(a)) TRACT NO . 53 3 THE SURVEY FOR THIS MAP WAS MADE BY ME OR UNDER MY DIRECTION AND IS TRUE AND COMPLETE AS SHOWN. THE MONUMENTS ARE OF THE CHARACTER AND OCCUPY THE POSITIONS THE UNDERSIGNED, BEING ALL PARTIES HAVING ANY RECORD TITLE INTEREST IN THE LAND WITHIN INDICATED, OR THEY WILL BE SET IN THOSE POSITIONS ON OR BEFORE ONE YEAR OF THE DATE THIS SUBDIVISION, HEREBY CONSENT TO THE PREPARATION AND RECORDATION OF THIS MAP AND THIS MAP IS RECORDED, OR ANY TIME EXTENSION APPROVED BY THE CITY ENGINEER. THE MONUMENTS OFFER FOR DEDICATION FOR PUBLIC USE THE PARCELS OF LAND AND EASEMENTS SPECIFIED ON PHASE II OF TENTATIVE TRACT NO. 5233 ARE, OR WILL BE, SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED. SAID MAP AS INTENDED FOR PUBLIC USE FOR THE PURPOSES SPECIFIED THEREIN. SND THIS MAP WAS PREPARED BY ME OR UNDER MY DIRECTION, AND IS BASED UPON A FIELD SURVEY IN F ESNO ` DINANCE C / 'PG AT THEE EQUESTEOFI BH 5233 LTH THE pUIRAMCAIJFOR IA LIMITED ENTS OF THE DPARTNERSH P,IVISION MAP ACT AUGUSAND T 2004CAL �R HEREBY BH 5233 LP., A CALIFORNIA LIMITED PARTNERSHIP IN THE CITE' OF R ��� ti� �� � � oo STATE THAT THIS FINAL MAP SUBSTANTIALLY CONFORMS TO THE CONDITIONALLY APPROVED FRESNO COUNTY, CALIFORNIA cn TENTATIVE MAP. BY: BONADELLE HOMES, INC., A CALIFORNIA CORPORATION, AS GENERAL PARTNER No. 6619 SURVEYED AND PLATTED IN AUGUST, 2004 ' 12-31-2005 BY: 9rF �F°��\� JOHN A. BONADELLE, PRESIDENT BY INGELS '— BRAUN 8'c ASSOCIATES OF cps. JEFFREY C. INGELS PLS 6619 EXP 12/31/2005 DATE: CONSISTING OF FOUR SHEETS FRESNO IRRIGATION DISTRICT, A PUBLIC CORPORATION, AS EASEMENT HOLDER SHEET 1 OF 4 SHEETS BY: BY.. JACOB C. ANDRESEN, PRESIDENT GARY R. SERRATO, SECRETARY LEGAL DESCRIPTION CITY ENGINEERS STATEMENT (SMA 66442) 1 HEREBY STATE THAT I HAVE EXAMINED THIS MAP, THAT THE SUBDIVISION SHOWN IS SUBSTANTIALLY THAT PORTION OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 27, TOWNSHIP THE SAME AS IT APPEARED ON THE APPROVED TENTATIVE MAP, AND ANY APPROVED ALTERATIONS CHICAGO TITLE COMPANY, AS TRUSTEE 13 SOUTH, RANGE 21 EAST, MOUNT DIABLO BASE AND MERIDIAN, ACCORDING TO THE OFFICIAL PLAT THEREOF, THAT ALL PROVISIONS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCES APPUCABLE THEREOF, DESCRIBED AS FOLLOWS: AT THE TIME OF APPROVAL OF THE TENTATIVE MAP HAVE BEEN COMPLIED WITH AND THAT I AM COMMENCING AT THE NORTH QUARTER CORNER OF SAID SECTION 27; THENCE SOUTH 89'59'26" EAST, SATISFIED THAT THE MAP IS TECHNICALLY CORRECT. BY: BY: ALONG THE NORTH UNE OF THE NORTHEAST QUARTER OF SAID SECTION 27, A DISTANCE OF 1, NAME: TITLE: NAME: TITLE: 365.00 CITY ENGINEER FEET TO THE TRUE POINT OF BEGINNING, THENCE SOUTH 89'59'26" EAST, CONTINUING ALONG THE MICHAEL T. KIRN, PLS 7609 NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 27, A DISTANCE OF 1,284.74 FEET TO THE NORTHEAST CORNER OF SAID SECTION 27; THENCE SOUTH, ALONG THE EAST UNE OF THE NORTHEAST QUARTER OF SAID SECTION 27, A DISTANCE OF 1,322.35 FEET TO THE SOUTHEAST CORNER OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 27; THENCE NORTH BY. DATE: 89'59'07" WEST, ALONG THE SOUTH LINE OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER DEPUTY CITY ENGINEER OF SAID SECTION 27, A DISTANCE OF 1,280.17 FEET TO A POINT BEING ON THE EASTERLY BOUNDARY OF TRACT NO. 5233, ACCORDING TO THE MAP THEREOF RECORDED IN VOLUME 70 OF PLATS AT PAGES NOTARY'S ACKNOWLEDG9rEMENT& (SMA 66436.5(c)) 89 THROUGH 91, FRESNO COUNTY RECORDS; THENCE NORTH 00'01'07" EAST, ALONG THE EASTERLY BOUNDARY OF SAID TRACT NO. 5233, A DISTANCE OF 502.24 FEET; THENCE NORTH 89'59'26" WEST STATE OF CALIFORNIA... PARALLEL WITH AND 820.00 FEET SOUTH OF THE NORTH LINE OF THE NORTHEAST QUARTER OF SAID .. SECTION 27, A DISTANCE OF 5.00 FEET; THENCE NORTH 00'01'07" EAST, ALONG THE EASTERLY SS COUNTY OF ..... BOUNDARY OF SAID TRACT N0. 5233, A DISTANCE OF 820.00 FEET TO THE TRUE POINT OF BEGINNING. PLANNING COMMISSION CERTIFICATE (FMC 12-looa(a)(4)) ON BEFORE ME, I HEREBY CERTIFY THAT I HAVE EXAMINED THIS MAP, THAT THE SUBDIVISION SHOWN CONFORMS TO AND IS IN COMPLIANCE WITH THE APPROVED TENTATIVE MAP AND REQUIREMENTS IMPOSED PERSONALLY APPEARED, BY THE FRESNO CITY PLANNING COMMISSION AS A CONDITION TO THE ACCEPTANCE OF THE PERSONALLY KNOWN TO ME (OR PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE) TO BE THE PERSON(S) WHOSE NAME(S) IS/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND FINAL MAP. ACKNOWLEDGED TO ME THAT HE/SHE/THEY EXECUTED THE SAME IN HIS/HER/THEIR AUTHORIZED CAPACITY(IES), AND THAT BY HIS/HER/THEIR SIGNATURE(S) ON THE INSTRUMENT THE PERSON(S), OR THE ENTITY UPON BEHALF OF WHICH THE PERSON(S) ACTED, EXECUTED THE INSTRUMENT. .- DATE: WITNESS MY HAND. NICK P. YOVINO SECRETARY OF THE FRESNO CITY PLANNING COMMISSION NAME: SIGNATURE MY COMMISSION EXPIRES COMMISSION NUMBER PRINCIPAL OFFICE LOCATED IN THE COUNTY OF CITY CLERKS CERTIFICATE (FMC 12-1008(a)(5)) I HEREBY CERTIFY THAT THE COUNCIL OF THE CITY OF FRESNO, BY RESOLUTION NO. THE WITHINAND ACCEPTED NOTES: ONOPTED B HALFNOF THE PUBLIC ALL PARCELS OF LAND ANDRE EASEMENTS OFFS EDPFOR DEDICATION STATE OF CALIFORNIA... OR PUBLIC USE IN CONFORMITY WITH THE TERMS OF THE OFFER OF DEDICATION AND APPROVED F , ..SS THIS PROPERTY IS SUBJECT TO THE FOLLOWING: THE ABANDONMENT OF THOSE PUBLIC STREETS AND/OR PUBLIC EASEMENTS NOT SHOWN ON THE COUNTY OF ..... MAP AND NOTED AS ABANDONED BY THE FILING OF THE MAP. 1. A DISCLOSURE OF A PRESCRIPTIVE RIGHT FOR DITCHES AND ROADS PURPOSES AS SHOWN ON THE MAP ENTITLED "SUBDIVISION OF SEC. 27, T. 13 S., R. 21 E., FRESNO COUNTY, CAL." REBECCA E. KLISCH, CMC ON BEFORE ME, RECORDED JUNE 2, 1906 IN VOLUME 5 PAGE 14 OF PLATS, FRESNO COUNTY RECORDS. THE EXACT CITY CLERK PERSONALLY APPEARED, LOCATION AND EXTENT IS NOT DISCLOSED OF RECORD. PERSONALLY KNOWN TO ME (OR PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE) TO BE THE PERSON(S) WHOSE NAME(S) IS/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND 2. A DISCLOSURE OF A PRESCRIPTIVE RIGHT FOR ROADS AND DITCHES AS RESERVED IN THE DEED ACKNOWLEDGED TO ME THAT HE/SHE/THEY EXECUTED THE SAME IN HIS/HER/THEIR AUTHORIZED TO W. N. ROHRER, RECORDED IN BOOK 240 PAGE 120 OF DEEDS, AND AS SHOWN ON THE MAP CAPACITY(IES), AND THAT BY HIS/HER/THEIR SIGNATURE(S) ON THE INSTRUMENT THE PERSON(S), HEREINBEFORE REFERRED TO, AS TO LOT 1. THE EXACT LOCATION AND EXTENT IS NOT DISCLOSED BY• DATE. DEPUTY OR THE EN11TY UPON BEHALF OF WHICH THE PERSON(S) ACTED, EXECUTED THE INSTRUMENT. OF RECORD. WITNESS MY HAND. 3. A DISCLOSURE OF A PRESCRIPTIVE RIGHT FOR ROADS AND DITCHES AS RESERVED IN THE DEED TO B. M. STONE, RECORDED IN BOOK 242 PAGE 219 OF DEEDS, AND AS SHOWN ON TME MAP RECORDER"S CERTIFICATE (SMA 66442.5(b)) HEREINBEFORE REFERRED TO, AS TO LOT 2. THE EXACT LOCATION AND EXTENT IS NOT DISCLOSED NAME: SIGNATURE OF RECORD. DOCUMENT N0. FEE $ MY COMMISSION EXPIRES COMMISSION NUMBER 4. ANY DISCREPANCIES IN BOUNDARY OR AREA OR ANY RIGHTS WHICH MAY ARISE OR EXIST WHICH ARE DISCLOSED BY A MAP OF SURVEY ON SAID PROPERTY, RECORDED IN BOOK 11., PAGE 65 OF FILED THIS DAY OF 200 AT M. IN VOLUME RECORD OF SURVEYS, F.C.R. PRINCIPAL OFFICE LOCATED IN THE COUNTY OF j 5. STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT FOR RIGHT-TO-FARM IN FAVOR OF OF PLATS, AT PAGES AT THE REQUEST OF INGELS - BRAUN & ASSOCIATES. THE CITY OF FRESNO RECORDED 2004, AS DOCUMENT NO. O.R.F.C. FRESNO COUNTY RECORDS. ROBERT C. WERNER, COUNTY RECORDER k `� BY: c DEPUTY :' PREPARED BY: 24%81 O N S INGE BRAUN &I"'- AssoctATEs CIVIL ENGINEERING AND LAND SURVEYING ' 875 WEST ASHLAN AVENUE, SUITE 102 CLOVIS, CAUFORNIA 93612 1 8Y:ESPINOZA -08/03/0 427(559) 291 - 0 ISA CAIPFILE: 04020FM F:\2004\04-020\04020FM.dwg 11/2/2005 4:48:00 PM PST FINAL MAP OF MON-01 EA S T 51-IE L O S ,A E VENUE ON-02 5 89'59'26" E 2649.74 <V 8959'A 9 59 20 24.87 TRACT NO 53 3 1324.87' S 89.59'26"E 1284.74' II OF TENTATIVE TRACT NO. X5233 . . . . . . . . . . . . . . . . . . . o PHASE ,a 1 �i ------------- o-----------------------------�-� ----------- • °i . a � �i IN THE CITY OF FRESNO a �$ 29 30 31 32 33 34 35 36 37 8 39 40 41 42 �� FRESNO COUNTY, CALIFORNIA > � a 43 �� 2$ 'a °C r EAST SIMPSON z AVENUE i EAST SIMPSON AVENUE L14 „001- >- 13URVEYED AND PLATTED IN AUG'U$T, 2004 55 27 124 153 BY ING'rEL$ - BRAUN & A$$OCIATES 9 118 19 120 121 122 123 0 26 48 47 q.5 I co 125 152 46 „ CONSISTING OF FOUR SHEETS z w 25117 116 115 114 113 112 Q 126 151 w SHEET 2 OF 4 SHEETS z w w 51 52 I w E r) > 5 EAST CORNELL AVENUE 127 150 > 49 50 _ a EAST CORNELL AVENUE Q 24 Q ,, SEE SHEET FOUR FOR LINE, �J S 128 149 EAST CORNELL CURVE AND RADIAL TABLES 23 22 21 20 19 18 17 539 0 e � a 129 148 �� I ) { p .; 51 al 5 .0 BA$I$ OF BEARINGS .rN(`� n i I II IZ 13 14 15 16 a 14 57 56 55 54 2 � 0 0 �' THE EAST LINE OF THE NORTHEAST QUARTER OF SECTION 27, T.13 S., R.21 E.. LLJM.D.B. & M. WAS TAKEN TO BE "NORTH". PER PARCEL MAP NO. 1556, RECORDED w Cl- A�MHERST AVENUE O 9 w EAST AMHERST V 31 146 i i o IN BOOK 07 OF PARCEL MAPS AT PAGE 35, FRESNO COUNTY RECORDS. m EA a Lu Lu 132 145 a 58 59 60 W 4 8 Q 1 0 109 108 1 106 61 ,, b (EAST MICHIGAN MICHGAN W 133 144 '' o AVENUE D EAST MICHIGAN 11 tq AvevuE N 9.59'26" >� I 1 102 103 104 105 134 143 AVER E 6211 0 5.00' - 7 10 0 �I LEGEND = 4 11 cm 6 w EAST MICHIGAN AVENUE 135 142 ? 66 65 b4 63 N EAST MICHIGAN AVENUE p� o J dC i i Lo • EXISTING MONUMENT FOUND AND ACCEPTED O.R.F.C. OFFICIAL RECORDS FRESNO COUNTY O z0 Yoe— 136 141 0 Q OR AS NOTED. z 5 v 99 98 97 96 95 94 ? z N w PE PEDESTRIAN EASEMENT NOW CU ® F PUBO .� • FOUND 1 O.D. IRON PIPE, UP 4, IN 6 FOR DEDICATION OR N 14 W O IN 137 140 67 68 69 7O DIA. CONCRETE MONUMENT TAGGED PLS o 4 139 �� n 6619, OR AS OTHERWISE NOTED. PUE PUBLIC IC TIO EASEMENT NOW OFFERED C:, N 88 89 90 91 92 93 138 a FOR DEDICATION FOR PUBLIC USE. 0 0 "� Qo SET 1 O.D. IRON PIPE, 30 LONG, UP 4% rn 71 r \ v c 3 AVENUE ,i � v IN 6' DIA. x 30 CONCRETE MONUMENT PPUE PLANTING AND PUBLIC UTILITY EASEMENT I AVENUE ON-OB o oc EAST PRINCETON i 4 z DOWN 6" AND TAGGED PLS 6619, EXCEPT NOW OFFERED FOR DEDICATION FOR EAST PRINCETON 42 0 2 O AS NOTED. PUBLIC USE. Q Z 79 78 77 76 75 74 73 72 ;; Q Q � m ( ... ) RECORD DATA PER PARCEL MAP NO. 1556, "T.F." TIES ON FILE WITH FRESNO COUNTY 1370.00' �1 ` I 87 86 85 84 83 82 81 80 CITY o RECORDED IN BOOK 07 OF PARCEL MAPS SURVEYOR'S OFFICE. 1 N ` • • COUNTY N 89'59'07" V 1280.17' z 0 AT PAGE 35, F.C.R. C � AN EASEMENT PREVIOUSLY DEEDED TO 1325.09' ((1325.47')) [[S 89'59'56" W 1325.09']] „ ,ter " 1325.08' ((1325.47')) ON-06 � [ ,,. ] RECORD DATA PER RECORD OF SURVEY, O FRESNO IRRIGATION DISTRICT FOR IRRIGATION _ _ N 89'59'07 W 2650.17 ((S 89 59 45 E 2650.94)) _ RECORDED IN BOOK 44 OF RECORD OF PIPELINE PURPOSES PER DEED RECORDED o kWON-07) L - Q SURVEYS AT PAGE 68, F.C.R. . AS DOCUMENT NO. z, �� ON 05 w �� m O.R.F.C. _ N � I N € ... � RECORD DATA PER MAP, RECORDED I r - I MONUMENTS:M E N T S• MON-01 ��� o � � BOOK 15 OF RECORD OF SURVEYS AT O 10 FOOT STRIP RESERVED NTMFOR OF FRESNO N FOUND MO p�� a C) � .A � PAGE 58, F.C.R. DEEDED TO TH PER DEED RECORDED OCTOBER 2, 1888, N 1. NORTH QUARTER CORNER OF SECTION 27, T. 13 S., R. 21 E.. z \, a M. POSITION ESTABLISHED BY 2 TIES WITH CENTER N rJ ���Q I < ... > RECORD DATA PER MAP, RECORDED IN IN BOOK 87 PAGE 7 OF DEEDS. M.D.B.& �, �I o BOOK 11 OF RECORD OF SURVEYS AT POINT � e� o PAGE 65, F.C.R. AA" INDICATES REUNQUISHMENT OF DIRECT cl, o ACCESS RIGHTS. 2. NORTHEAST CORNER OF SECTION 27, T. 13 S., R. 21 E., 0 SECTION �l '1� ? �� N o M.D.B.& M., ALSO BEING THE NORTHWEST CORNER OF SEC O� ��, RECORD DATA PER PARCEL MAP N0. 1275, N 13 S. R. 21 E. M.D.B.& M., FOUND 3/4 IRON PIPE, I RECORDED IN BOOK O6 OF PARCEL MAPS �� INDICATES RELINQUISHMENT OF DIRECT o N 26, T. . i\ AT PAGE 10, F.C.R. VEHICULAR ACCESS RIGHTS. ^, DOWN 0.10'. NO TAG. C.R. #6257 L� �, vC z o o � � RECORD DATA PER PARCEL MAP N0. 2469, � INDICATES PORTIONS NOW OFFERED FOR 3. EAST QUARTER CORNER OF SECTION 27, T. 13 S., R. 21 E., o O O W M.D.B.& M., ALSO BEING THE WEST QUARTER CORNER OF tL� z RECORDED IN BOOK 21 of PARCEL MAPS DEDICATION FOR PUBLIC STREET AND = 00 IRON I AT PAGE 76, F.C.R. UTILITY PURPOSES. �I SECTION 26, T.013 S., R. 21 E., M.D.B.& M., FOUND 2 o PIPE, DOWN 0.5, TAGGED RCE 17435, C.R. #6 / o CD S� C.R. CORNER RECORD ON FILE WI1N FRESNO Ill PORTION PREVIOUSLY DEEDED TO THE 4. CENTER QUARTER CORNER OF SECTION 27, T. 13 S., R. 21 E.. COUNTY SURVEYOR'S OFFICE. COUNTY OF FRESNO FOR RIGHT OF WAY FOR PUBLIC ROAD PURPOSES PER DEED Z M.D.B.& M., FOUND 2.5" BRASS CAP MARKED W/ "+", DOWN °O u � o F.C.R. FRESNO COUNTY RECORDS RECORDED OCTOBER 2, 1888, IN BOOK SURVEY FILED IN BOOK 44 OF OF S 87 PAGE 7 OF DEEDS. 1.1 TIES PER RECORD - RECORD OF SURVEYS AT PAGE 68, F.C.R. ^ C) .►o LE LANDSCAPE EASEMENT NOW OFFERED FOR -��' N DEDICATION FOR PUBLIC USE 0 PORTION PREVIOUSLY DEEDED TO THE THE M 0 FOR RIGHT OF WAY 0 5. SOUTHEAST CORNER OF THE NORTHWEST QUARTER OF � � N NORTHEAST QUARTER OF SECTION 27. T. 13 S.. R. 21 E., 1 W COUNTY OF FRESH ►`�I M.D.B.& M., FOUND 3/4" IRON PIPE, UP 0.2, TAGGED LS 2854 � � � � BLUE BORDER INDICATES THE LIMITS OF FOR PUBLIC ROAD PURPOSES PER DEED � o SCALE ® r -200' THIS SUBDIVISION. PAS 48 OF DEEDS. 1889, IN BOOK 98 6. FOUND 3/4" IRON PIPE, UP 1.0, NO TAG IQ, o MPT MULTI-PURPOSE TRAIL NOW OFFERED FOR " . IRON PIPE UP 4", IN 6" DIA. CONCRETE `� A, I DEDICATION FOR PUBLIC USE O PORTIONS PREVIOUSLY DEDICATED FOR I 7. FOUND 1 O.D N MONUMENT TAGGED PLS 6619. 3' NORTH � O � PUBLIC STREET PURPOSES PER TRACT CITY CITY OF FRESNO BOUNDARY N0. 5233, RECORDED IN VOLUME 70 OF PLATS AT PAGES 89 THROUGH 91, F.C.R. ov 8. FOUND 1" O.D. IRON PIPE, UP 4", IN 6" DIA. CONCRETE MONUMENT TAGGED PLS 6619, 10' NORTH COUNTY COUNTY OF FRESNO BOUNDARY Z ON-03 NOTE = _ ON-04 1' O.D. x 30' LONG IRON PIPE TO BE SET 6' DOWN AND TAGGED \ ` 1 I / PLS-6619, AT ALL LOT CORNERS, ANGLE POINTS, BEGINNING OF CURVES AND END OF CURVES, OR AS NOTED WITHIN THE TIME REVISION S 1325.30 1325.30' [[N 89'59'45" W 1325.36']] ' SPECIFIED IN THE SUBDIVISION AGREEMENT FOR THIS TRACT. +� _ , SN 08/31/05 N 89'5848" W 2650.60' [N 89'58'37" W 2650.60'1 <V 89'58'58" E> EA S T CZ- IN TON A VENUE B`(:ESPINOZA -08/03/0 1 SA CAIPF I LE: 0402OFM F:\2004\04-020\04020FM.dwg 11/2/2005 4:48:00 PM PST MON-01 EA S T S KI EL D S A VENUE ON-0 FINAL MAP OF S 89'59'26" E 2649.74' <N 89'59'20" E> �- 1365.00' 1• •� S 89•b926" E 1284.74' w o u� O 569.74 O 1. - 575.00 '(D 1 O r� TRACT NO 53 3 o O 140.00 M � O M � pe) \ C) ----p-p----E------------------------------------------ 71 ---- -----� --------------- -TY----,- 88.43'03' - -- ��$=43 03 E $,W S 43 o �n 1 N O Lo N Lo ,� N N A tr 1 N ' � r M t t 'o I I 103. 1vvv 4 6 5 �Q , s • 4 1152.56" �" .o I I PHASE II OF TENTATIVE TRACT NO. 5233 Ticso' 2 , 53.31 64.00'3 6400'3 64.00'3 64.00'3 64.00'3 49.75', 50.60' 30' z • 1 50.19 3 45.25'3 64.00'3r4331' , 120.98' - ----111.20' R, ' 1 25' 29' Z3I o 620 15 LE� , 1 8 15 LE _ _ = 16.25 = 10 PUE-- Q_ 18,75' = 15 LE = 5•i • Ivvvr� F FRESNO 10 PUa• - � A �. 3I r10 PUe o IN THE CIT O29 gI p ,�" 30�' 31 o g 32 '"' g 33 �' 34 '� $ 35 $ g 36 $ 37 g;,W ' 8 M �.;� .h • I V5J " Q F I 38 Q Q o 40 41 M ^ 42 �o '� �6VV V' ss•58'S3'E W o � = w- $ o0 1 39 $ N ti ,�' , , FRESNO COUNTY, CALIFORNIA I ' c8 1'PE 10'PPUE $ N , I I&o=30 I cn 1'PE, 10.98' NPUE $ ,� Lot`'' 43 v1 1 115.00 =- I I 29' 52fi7' _64.00'_ _64.00' - -64-00'_- 64.00_ - 64_00 - - 66.00 _ 50.30�� 30 ,� l`50.32 64.00 C34 1 t- - .�,� s6 6 1 I SURVEYED AND PLATTED IN AUGUST, X004 5� o L , S1 !� ----- ----- ----- ------ ------ ------ ------ �� O �p - �9 I , 0 28 O°°, , �' NEAST Q SIMPSON N 89'59'26$W 7' 575.00 AVENUE `" z N 89'596'W125.3070.00' 0 N C25 c24 `\ 26'MPT LE-� • BY INGELS - BRAUN & ASSOCIATES o S89'58'53'E� 1 - - -10 440.00' - - �n - in135.00 AC', ' 135.00'N .O i , `�1 15'PE-�- 4 115.0 I - " _ ' A _ N " CN _ __ _ __ __ 44 }- CONSISTING Ole' FOUR SHEETS b pl 0031 ---- ---- - __)5. -- ---- ---- -2 T-/- Y- -- C 0 ' V 1 co I I O Cof - - s7.s5 7.s5 -� c4iN C4'5 ' ' z SHEET OF 4 SHEETS crj- 00 27 001 `moi^o 25 52.64 65.00 65.00 65.00 65.00 5267'1 , 1 PUE 1 ,I 1 co col 1 Y� I $ $ _ 1 PE c .10 PPU $ g_ I 1 I 124• O �, 125 25 1 PE io 0 0 . I 1 1 153 1 I S89.58'53'E I Q ;s o 0 0 0 0 0 0 0 0 0 25 25 1 1,N w co �I I �� /�1B N6s� 1 , c I O $ Io 118 N o 119 N o 120 N o 121 N o 122 N o 123` I N 89.58 53 W 220.00 I _ �' Op , �ti 9 115.00 I Wcn' i0^o 0 0 0 0 LICO'PPUE `S?j' i I N 89*5926' W 390.00' 10'PUE--{ 1 1 110.00 110.00 I I 1� as $ ; 43 �, 26I Y ,�. ' , , o p1 , t�48� g 47 �; �; 46 �� 45 I I SEE SHEET TWO FOR BASIS OF 0 65.00 s5.00 s5.00 65.00 s5.00 s5.00 $ t I 125 152 �; '� N r ' I BEARINGS, LEGEND AND FOUND J J - o col usc� I o S89'5853'E�1, Au I '+' w w W w , rN i i co18 N $9'58'53' W 220.00' o' I -10'PUE m �. 115.00' °'PA . _ _ _ _ _ "A _ ;� O 1 1 ' ,a ► w "'' 1�; I MONUMENT DESCRIPTIONS X01 A sn p p p p pp I 110.00 110.00 , o , N 89.59 26 W 363.61 I m NI I OI I� O O O O O O C I I p O C, W N , ' ' 117 o g 116 a g 115 - 04 F $ 13 E8 112 W, I I'o 126 151 II I Z • 65.00 w 60.00 w 110.00 128.61 i ' y `�� � 25 `R'2 ' I 5 125 1 z ,z 1'PE ,z 10'PPUE z ,z 'YA"- S' z i 'o N 89'58'53 W 220.00'cc 01 ' W I ' ,,,� t c i I SEE SHEET FOUR FOR LINE, - _ - rN_ N�.5707wE t C13 52.67' _65.00- -j65_00 _65.00 _65.00 52.64 JW $ � - I> 1 1 110.00' 110.00' - I I Q ' r $ � " -�,� I� ; I � CURVE AND RADIAL TABLES 113�s M� , 0 '� Q I Ig 127 s 150 8I I 1^ $ o 8 51 wry , 52 I I �l 5 a \ _N • _ S 89'59'26 6 E31 440.00' _ cv_ I I o col 1 I� 49 z M 50 z N 1 I t '' 1 --� ,�� � EAST CORNEL AVENUE 0 N I t N 89'58'53' w 220.00' , N► N; 10 PPUE •w , I 1 .� 0 24 �. C5 3 _ -_- t 1 NI - -- 1 1 110.00' 110.00' , I 1 PE I �l O h� - -- , ----,- --- ---;� ----;- --- 1 t o of 25' _ Com' ► :`� �� t�`' os I t r� 2 -oI 34.56 65.00 65.00' 65.00, 65.00 57.67 1 25, 1 1 s 5267' � "' '`L1 0� .�v �I C31 8 8 1 PE $ 10 PPUE $ $ 1 I I 128 149 �, 1 !� _ -- _-- I„ a�I I J2 �� g'S• ti 8 8 c8 cS c $ ;r, 11 , 1 B 072' C'�C � � t , SII 1 23 c N $ 21 $ 20 0 19 0 0 18 0 0 17 o1 I N 89.58 53 W 220.00 I I N to x "� 22 N $ a $ N $ N o �`' o �1 I , , S 89'59 26 E � 209.00' � I I N I I I t ODI 1 1 110.00 110.00 I I ► I c3 53 I w I I .n ? S 89'59 26 E 555.00 10 PUE--+ , i i- I 1 EASTN C07. AVENUE i I L I �N 1 103.00' 65.00' 65.00' 65.00' 65.00' 70.00'�• �$ 25 I I 129 148 , I - 8 , ?S , I -001 i Ef 5 1 �� tJ► 3 3 3 3 3 ntIo I IO w O �I I I 2.6.3' 54.80' �� /� Nis 1 i� I ' V j O3 _ = I c d N 89'56 53 W 220.00' 25 1 1'P E C5 r.; __- boa �' $ N! Z w 110.00' "' 110.00'w I 1 _ 5 o $ o a b o $ o co, "o= N o of 1 g I a„ y 82� I I I •• �; Il 12 0 13 0 • 14 g 15 g 16 �I Q I I^a 130 a�I ' ~ �� 57 $ g 56 M ^ 10 PPUE 54 O s 10 $ $ $ $ 1 147 01 I� g � gN 55 oa � I Q L� r 5 0 l�b1��F rn1 o � o � o o � , o 11 co T 30 cn ,cn 1'PE ,cn 10'PPUE, ,cn I 25 1 g I I N 8958'53' W 220.00' 1 1 I= '� �, 1 8 1 1 �( N a; ?• C�9,- 34.61 _65_00_ 65_00_ _65_00 = 65_00_ _57_63 J o 1 i i i t� �( t N -- ____-- __-- _ _ y i i- 110.00 110.00 _ , I�W I N 89'59'26' W 361.96' 1 I I C-4 // C6 ►n 352.24' N Q I 1 ig'. 1 1 `F'- 146 `g'•i 'C°=c 8 'f 65.00' 60.00' 100.00' 136.96' 1 1 28' 20' p 9 �'8 G1 " N_89.59 26 W 440.00 _ 1 I r 3 I$- , 10 PPUE- .. - 13 I I co , co co, ,a,Q -' i I 4-9 N, EAST AMHE . T AVENUE O N N 89*5853 w 220.00 o M , w w •3 I$ /1❑ o -1 I N 1 ^ o : w ^ I I O (� S8474'45'E"� I , ---- ----; - --- ----, ----- ---; t� 0 110.00' 3_ 110.00' L, 113.17' - c� , 5264 65.00 65.00 65.00„ 65.00 5267 1 ;� o �;, o - , I , 1 t 1 t I - ^ w Q( g $ R1 I �$25 I $ c 1 PE g _ 0 PPUE $ 8 1 25 i$ I I� 132 14'5 w1 , � ,� 58 $ 59 $ ao;' 60 y f tiLu s� n 10 PUE °= i 1�N g i p� $ nn 8 g $ g g l 7 g pSp I06� I `f' 1 IN 89'58'53' W$ 220.00'1 I Q 1'- z ', z Ni 10'PPUE61 5ti�� --- 'M^ ,tD III N $ IIO N $ 107 N $108 N ,� O N O Iz_ t . I 1-10 PUE �� •'� I , I 2 --f--- 51c� '^ oa 1 t 110.00 N 110.00 i 1 PE �I 9 �- ,C0 S � j io S 89'59'26' E 390.00' 10'PUE I I o 0 0, I p[ 2� 1 C57, I 6 '� I I I I I N �, • 10; ) N �• t ' og1 W i iLo 133 144 �I i Q I 5267 54.75_ I A O_ 9'59 26'E 140.00 65.00 65.00 65.00 65.00 65.00 65.00 I' �c ll� 110 o col O 135 00 4 3^ 1 3 3 3 3 3 ^_o f N 89'58'53' W 220.00' 6' N 107 2 • �� I- 1 1 M N �'• I o I-0'PU - d• �• �• :r ' wN . , S 89'59'26c' E 209.00 I I I$ I I 1 ' 1 1 110.00' 110.00' t , 1 8 62 t o N 89.58 26" W ••�______ Q r� M - c :� - o - "�o �I I ,-o I , , EASTNMICHI�AN AVENUE ,N I t " I 5.00 o Lo ',, g $ Q $ ^ 1 I t 134 1431 ' -_- ---- S 'I Rai $ 10 PUE F. o Io 100 8 $ 101 $ 0102 8 c' 8 $104 8 $ 105�I „cc cc Ca , , , I I �(,,, •- co° •7 , �1 25'1 25' I o ,cn 1'PE ,cn 10'PPUE,cn cn I 25 1 1 N 89'58'53' w 220.00' I ' 25' PE � Ns9' I ' I I y EAST MICHIGAN•• S89 58 53 E t 1 M o . t 5267' _ 65.00 65.00 _65.00 _65.00 52.64 J I I 110.00 11000 1 I art C6¢�� 2 I I I - -- - --- 1 I I. 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ILLII 1 �-�, 'i'65.00' 60.00' 100.00' 137.06' I 1 oII Z_ I _ ' 25' I c _ 1'PE .10'PPUE�$ - $ - I 25' I 1 c ct I 04 t. i i /I in 4�J' $ 81 I 31 o c $ 0 0 0 0 o I I I t w , I , Q rn I 0 0 0 c 0 0 to N 89'58 53 W 220.00 w I 1 1 b g 5 gl , h I� 99 N g 98 $ 0 97 $ g 96 S o 95 8 g 94^I ,z I 11000' 110.00' I ' _ ' I W ' • 1$ 1 1 ^w SCALE r =goo w •- cot 1 1_ - I I- , .N I I o m " I S89'58 53 E t 1ao , , , o 0 01 I Q I S 89'59 26 E 390.00 10 PUE--+ ' ''c' 137 ", 140 "'I ' DC " N , 1 I , Z LL 110.00' t $o y . , , , , -1. og I 1� Z3 I O IS o 69 44 rq _ .� . 1 I QN,oAi ' 65.00 65.00 65.00 65.00 65.00 65.00 I � I Ito co oft �„� � z � 11jA A , •� t I I~ O $N 0-S, ogo 3 3 3 3 3 ^$ N 89'58'53' W 220.00' 1 Z I� 67 $ 68 70 t cr_ co� 4 -00, °' _ i t I 110.00' 110.00' I ,1 z �t t;,6�_ t-�--10 PPUE 9,5 1 ' I I ^ o 2 o, 4 X10 PU�r •�• �+- �' 0� i 25 25 1 I I IU < Z t w Q r� M M _ M M _ iDt t t- �I I O , , �1 6�- !Nz '� , I Q S89'58 53 E I t $ 8 $ $ 8 0, I I N ^ $t I N , 1 PE ` t I 1 339 co CD ' I I'5 88 8 o 89 8 S 90 8 8 91 8 g 92 S g 93' I I^ 138 ^ 101PUE R5 � ' X352.35' 53.17_ ;`,56 26 MPT LE-i-I O 110.00 r-� ao N 4 o $ 04 8i IW 25' I v, N 1'PE vs 10'PPUE cn cn I 25 , 25 I 1 __98.8fi-�=� ! • N a0 3 a01 I 5267 _ 65.00' 65.00' 65.00' _65.00' 52.64'J 1 ___�9. 1 - �A X17 105.52 , 71 _ �---- - - !,, __N 207.00 --� t v I o I I 3 co �, 1 J -- - -- �`�' 167.95 N I N I I N I S89'58'53'E I i W , �� �, 365.31; N 5. �C27 N - 05.36__N 85'021 E 41236 N 1 ,�R`�� 15'PE�'-� i I o 110.00 I _ �' 440.00 _ _ _ _ - _ ' S 89.59'26' E 465.00' PRINCETON VENUE .1 __ _ .- EAST p N _ _ -j6- - 42 __! so.-2�' 46.99 •� Ns0� g `' 4 2 8 2 �I 1 " ___ _ _ 4 _ _ _ __ � - 60 23 60.23 C74 coo col 1 ---- ---- - ---- ---- - --- - ---; - X60.23 W 60.23 w w W : 7� oo Z �1 I , I I N w t I 125' 52.64 60.00' 60.00' 60.00' 60.00' 60.00' 60.00 W 15.02' �,, _ �10'PPUE= �} r 00 I I O I 589.58 53 E 1 1) , , W w W W W w 1 PE _ _� _ M N M o M m �D N C 110.00' I , ^" r-10 PU N N r N N N :' N w" N O N $ 78 O d' 77 Y Of 76 Q N /5 Y 74 $ ^ /3 co 72 I ' 28'120' ;,,I 187 86 Q 85 Q -84 Q 83 82 81 80 79 ' Z I Q Y Y Y CV N Q 21 Q $ o Q� = $ $ '- Z Z Nit I Q I I 4 1 N N1 I I $ O $ O $ O $ $ � $ r Z Z z Z I v I I ON-08 ^i 1 I o z 1072.17' ' C4 � I 1 z z z z z z z 1 1 70.00. / 110.00 �•t 5 5 -X65.00' 60.00 60.00' 60.00' 60.00' 60.00' 60.00' 60.53 60.00' 60.00' 60.00' 60.00' 60.00' 60.01'C I Y 81.63' 145.00' 1 >`0 48.00' J 3 1325.09' ((1325.47)) 44.91 •� 135.00 COUNTY 1145.17' " N 89°59'07" W 1280.17' PARCEL 'A' ON-06 •\ [[S 89'59'56 W 1325.09]] 1325.08' ((1325.47')) PAROL MAP N0. 2 40 / - N 89'59'07" W 2650.17' ((S 89'59'45" E 2650.94')) VISION S o (MON--- Book 12 0f Pdreel MCIPS di PdgL- 100, F.C.R.J+ o r SN 09/19/05 cV CV O O N N NNPCV In ' CV N p N v O v u N 89'58'48" W 2650.60' N 89'58'37" W 2650.60' del 89'58'58" E> •/ $Y:ESPINOZA -08/03/0 ON-03 15A CAIPF I LE: 0402OFM ON-0� 5A S / C L l N TO N A V 5 / v U 5 F:\2004\04-020\04020FM.dwg 11/2/2005 4:48:00 PM PST FINAL MAP OF TRACT NO , 53 3 PHASE II OF TENTATIVE TRACT NO. 5233 IN THE CITY OF FRESNO FRESNO COUNTY, CALIFORNIA SURVEYED AND PLATTED IN AUGUST, 2004 BY INGELS - BRAUN & ASSOCIATES CONSISTING OF FOUR SHEETS SHEET 4 OF 4 SHEET$ LINE TABLE CURVE TABLE CURVE TABLE (CONT.) RADIAL TABLE LINE BEARING LENGTH CURVE RADIUS LENGTH CHORD DELTA CURVE RADIUS LENGTH CHORD DELTA RADIAL BEARING L1 N04'5749"W 25.04' Cl 500.00' 43.40' 43.38' 4'58'23" C39 50.00' 50.70' 48.56' 58'05'53" R1 S89'32'28"E L2 S44'59'50"E 17.46' C2 200.00' 17.39' 17.39' 4'5856" C40 2456.00' 32.41' 32.41' 0'45'22" R2 S87'41'37"E L3 S44'59'1 YE 16.53' C3 45.00' 14.66' 14.60' 18'40'18" C41 50.00' 49.00' 47.06' 56'09'00" R3 S89'06'37"W L4 S44'59'07"E 17.46' C4 50.00' 111.14' 89.63' 127'21'09" C42 50.00' 49.74' 47.72' 57'00'06" R4 N0017'28"E L5 S45'00'58"W 17.47' C5 45.00' 14.66' 14.60' 18'40'18" C43 45.00' 21.04' 20.85' 26'47'12" R5 S88'09'04"W L6 S45'00'43"W 17.47' C6 45.00' 14.66' 14.60' 18'40'18" C44 50.00' 53.08' 50.62' 60'49'31" R6 S01'29'09"E L7 S44'21'37"E 20.62' C7 50.00' 111.12' 89.62' 127'20'03" C45 475.00' 46.26' 46.24' 5'34'48" R7 S71'20'49"W L8 S45'00'51"W 20.77' C8 45.00' 14.66' 14.60' 18'40'18" C46 45.00' 15.61' 15.53' 19'52'17" R8 N58'27'02"W L9 N44'59'10"W 17.46' C9 2456.00 79.19' 79.19' 1'50'51" C47 475.00' 52.76' 52.73' 6*21'50" R9 N04'06'1 8"E L10 N45'00'50"E 16.53' C10 525.00' 45.57' 45.55' 4'58'23" C48 45.00' 5.26' 5.26' 6'41'50" R10 S0515'59"E L11 S81*08'27"E 13.00' C11 1 45.00' 33.41' 32.65' 42'32'13" C49 50.00' 44.02' 42.61' 50'26'36" R11 S5713'14"W L12 S44'42'14"E 23.46' C12 50.00' 231.32' 73.68' 265'04'26" C50 45.00' 28.15' 27.69' 35'50'23" R12 S7118'35"E L13 N45'00'50"E 17.46' C13 45.00' 33.41' 32.65' 42'32'13" C51 50.00' 48.09' 46.26' 55'06'25" R13 N05'48'20"E L14 N48'25'00"W 17.18' C14 175.00' 2.77' 2.77' 0'54'30" C52 50.00' 46.17' 44.55' 52'54'25" R14 N12'39'53"E L15 N45'00'32"E 17.47' C15 45.00' 33.41' 32.65' 42'32'13" C53 50.00' 48.31' 46.45' 55'21'36" R15 N0649'05"E L16 N44'59'08"W 17.46' C16 1 50.00' 231.32' 73.68' 265'04'26" C54 45.00' 28.20' 27.74' 3553'58" R16 S88'26'59"E L17 N45'00'32"E 17.47' C17 45.00' 33.41' 32.65' 42'32'13" C55 50.00' 44.73' 43.25' 5115'24" R17 N6454'58"E L18 N44059'08"W 17.46' C18 45.00' 33.41' 32.65' 42'32'13" C56 45.00' 5.21' 5.21' 6'38'15" R18 S58'56'02"E L19 N45'00'00"E 17.45' C19 50.00' 231.32' 73.68' 265'04'26" C57 45.00' 5.26' 5.26' 6'42'04" R19 S01'5557"E L20 N45'00'11"W 20.78' C20 45.00' 33.41' 32.65' 42'32'13" C58 50.00' 44.06' 42.65' 50'29'21" R20 N32'06'23"E L21 N45'39'41"E 20.73' C21 475.00' 99.02' 98.84' 11'56'38" C59 45.00' 28.15' 27.69' 35'50'09" R21 N0639'1 8"E L22 S44'58'36"E 17.46' C22 45.00' 36.65' 35.64' 46'39'29" C60 50.00' 48.28' 46.43' 55'19'29" R22 S06'41'16"E L23 S45'00'00"W 17.46' C23 50.00' 231.09' 73.84' 264'48'50" C61 50.00' 45.92' 44.32' 52'37'16" R23 N07'54'57"E 124 N44'58'36"W 17.46' C24 45.00' 30.79' 30.19' 3912'04" C62 50.00' 48.33' 46.47' 55'22'56" R24 N63'01'22"E L25 N45'00'00"E 17.46' C25 1 525.00' 121.60' 121.33' 1316'15" C63 45.00' 28.19' 27.73' 35'53'49" R25 S64004'1 YE L26 S44'58'36"E 17.46' C26 225.00' 7.33' 7.33' 1'52'03" C64 50.00' 44.73' 43.25' 5115'24" R26 S08'42'37"E L27 S45'00'00"W 17.46' C27 475.00' 28.83' 28.83' 3'28'40" C65 45.00' 5.22' 5.21' 6'38'24" R27 N06'38'49"E L28 N44'58'36"W 17.46' C28 50.00' 43.81' 42.42' 5012'09" C66 45.00' 7.14' 7.13' 9'05'08" R28 S06'41'30"E L29 N45'00'00"E 17.46' C29 50.00' 54.59' 51.92' 62'33'20" C67 50.00' 48.25' 46.40' 55'1726" R29 N07'57'42"E L30 S44'58'36"E 17.46' C30 1 50.00' 12.72' 12.69' 14'34'34" C68 45.00' 26.27' 25.90' 3327'05" R30 N6317'11"E L31 S45'00'00"W 17.46' C31 50.00' 11.69' 11.66' 13'23'45" C69 50.00' 48.12' 46.28' 55'08'30" R31 S64'05'33"E L32 N44'58'36"W 17.46' C32 50.00' 54.53' 51.87' 62'29'13" C70 50.00' 45.94' 44.34' 52'38'37" R32 S08'42'37"E L33 N45'00'00"E 17.46' C33 50.00' 44.92' 43.42' 51'28'11" C71 50.00' 48.42' 46.55' 55'29'07" R33 N06'38'58"E L34 S4459'30"E 17.46' C34 525.00' 53.11' 53.09' 5'47'46" C72 45.00' 20.15' 19.98' 2539'11" R34 S14'02'57"E L35 S41'08'1 5"W 17.69' C35 1 525.00' 62.85' 62.81' 6'51'33" C73 50.00' 40.59' 39.48' 46'3046 R35 N0747'24"E L36 N45'32'05"W 17.36' C36 50.00' 28.57' 28.18' 32'44'20" C74 45.00' 13.26' 13.21' 1 16'53'02" R36 N62'55'54"E L37 N45'00'30"E 17.47' C37 525.00' 5.64' 5.64' 0'36'56" R37 S64'25'29"E C38 2456.00' 1 46.78' 1 46.78' 1'05'29" R38 S08'56'22"E R39 N11'55'13"E R40 SO4'57'49"E E]I REVISIONS BY:ESPINOZA -08/03/O 15A CAL7FILE: 0402OFM F:\2004\04-020\04020FM.dwg 11/2/2005 4:48:00 PM PST