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HomeMy WebLinkAboutT-5977 - Map - 3/24/2011 r RECORD TITLE INTEREST 5TAT- EMENT: o ENGINEER'S STATEMENT: THE UNDERSIGNED BEING ALL PARTIES HAVING'ANY RECORD TITLE INTEREST IN THE LAND WITHIN0 THE SURVEY FOR THIS MAP WAS MADE BY ME OR UNDER MY DIRECTION AND IS TRUE AND COMPLETE THIS SUBDIVISION, HEREBY CONSENT TO THE PREPARATION AND RECORDATION OF THIS MAP' AP AND OFFER &@v m@0 AS SHOWN. FOR DEDICATION FOR PUBLIC USE THE PARCELS AND EASEMENTS SPECIFIED ON SAID MAP AS INTENDED FOR PUBLIC USE FOR THE PURPOSES SPECIFIED THEREIN. PHASE Li OF VESTING TENTATIVE MAP NO. 596E THIS MAP WAS PREPARED BY ME OR UNDER MY DIRECTION AND IS BASED UPON A FIELD SURVEY IN A PLANNED DEVELOPMENT CONFORMANCE WITH THE REQUIREMENTS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCE AT THE BN HUDSON RANCH L.P., A CALIFORNIA LIMITED PARTNERSHIP REQUEST OF JOHN BONADELLE ON DECEMBER 19 2010. 1 HEREBY STATE THAT ALL THE MONUMENTS BEING A SUBDIVISION OF THE SOUTHEAST QUARTER OF THE NORTHWEST ARE of THE CHARACTER AND OCCUPY THE POSITIONS INDICATED, OR THAT THEY WILL BE SET IN THOSE • ' ; BY: BONADELLE HOMES, INC. A CALIFORNIA CORPORATION QUARTER OF SECTION 13, TOWNSHIP 12 SOUTH, RANGE 20 EAST, MOUNT POSITIONS ON OR BEFORE ONE YEAR OF THE DATE THIS MAP IS RECORDED, OR ANY TIME EXTENSION DIABLO BASE AND MERIDIAN. APPROVED BY THE CITY ENGINEER. THE MONUMENTS ARE, OR WILL BE, SUFFICIENT TO ENABLE THE AS THE SOLE GENERAL PARTNER SURVEY TO BE RETRACED, AND THAT THIS FINAL MAP SUBSTANTIALLY CONFORMS TO THE CONDITIONALLY IN THE CITY OF FRESNO, COUNTY OF FRESNO, STATE OF CALIFORNIA APPROVED TENTATIVE MAP. SURVEYED AND PLATTED IN DECEMBER 2010, BY GARY G. GIANNETTA CONSISTING OF TFO SHEETS JOHN A. BONADELLE, PRESIDENT �r�-r ,SHEEr�r ONE OF TWO• SHL`i.G TS GARY GIANNETTA, R.C.E. 26996 LIC. EXP. 3-31-11 DATE CITY ENGINEER'S STATEMENT: HOUSING CAPITAL COMPANY, A MINNESOTA PARTNERSHIP, AS BENEFICIARY LEGAL DESCRIPTION; I HEREBY STATE THAT I HAVE EXAMINED THIS MAP, THAT THE SUBDIVISION SHOWN IS SUBSTANTIALLY OUTLOT C OF TRACT NO. 5966, ACCORDING TO THE MAP THEREOF RECORDED IN VOLUME 81 THE SAME AS IT APPEARED ON THE APPROVED TENTATIVE MAP, AND ANY APPROVED ALTERATIONS OF PLATS AT PAGES 69 AND 70, FRESNO COUNTY RECORDS. 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. BY: W JASON R. SUBIA, VICE PRESIDENT • y NOTARY ACKNOWLEDGMENT: STATE OF CALIFORNIA SCOTT L. MOVER, PE 54417 CITY ENGINEER DATE COUNTY OF FRESNO LICENSE EXPIRES 12--31-2011 ON , BEFORE ME, CONSULTINGPERSONALLY APPEARED WHO LAND SURVEYOR'S STATEMENT, . 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 ACKNOWLEDGED TO ME THAT I HEREBY STATE THAT I HAVE EXAMINED THIS MAP AND THAT ! AM SATISFIED THAT THE MAP IS HE/SHE/THEY EXECUTED THE SAME IN HIS/HER/THEIR AUTHORIZED CAPACITY(IES), AND THAT BY TECHNICALLY CORRECT. 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. THIS PROPERTY IS SUBJECT TO THE FOLLOWING: F ACTING FOR THE CITY OF FRESNO: I CERTIFY UNDER.PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF CALIFORNIA BLAIR, CHURCH & FLYNN CONSULTING ENGINEERS THAT THE FOREGOING PARAGRAPH IS TRUE AND CORRECT. 1. SAID LAND LIES WITHIN THE BOUNDARIES OF THE FRESNO METROPOLITAN FLOOD CONTROL 451 CLOVIS AVENUE, SUITE 200, CLOVIS, CA 93612 DISTRICT AND IS SUBJECT TO THE POTENTIAL OF THE PAYMENT OF DRAINAGE FEES AND/OR THE WITNESS MY HAND REQUIREMENT OF CONSTRUCTION OF DRAINAGE FACILITIES AS A CONDITION OF DEVELOPMENT, - - -RECONSTRUCTION, ADDITIONS OR ALTERATIONS ASSOCIATED WITH SAID LAND. SIGNATURE 2. RIGHTS, RIGHTS OF WAY, RESERVATIONS AND EXCEPTION$ ,IN THE PATENT RECORDED DECEMBER BY: NAME 4, 1912 AS BOOK I, PAGE 306 OF PATENTS. HIMAWAN BRASALI, LS 7800 DATE LCENSE EXPIRES 12--31-2011 COUNTY OF 3. THE TERMS PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED EARLY CONSTRUCTION MY COMMISSION EXPIRES AGREEMENT BYAND BETWEEN BN HUDSON RANCH L.P.. A CALIFORNIALIMED PARTNERSHIMAP NO. P A EX DRAIN IMPROVEMENTS AND PLANNING C CERTIFICATE. MY COMMISSION NUMBER THE CITY OF FRESNO, A MUNICIPAL CORPORATION RECORDED JUNE 11, 2010 AS INSTRUMENT NO. 2010-0075118 OF OFFICIAL RECORDS. I HEREBY CERTIFY THAT I HAVE EXAMINED THIS MAP, THAT THE SUBDIVISION SHOWN CONFORMS TO AND 4. A SUBDIVISION AGREEMENT FOR THE FINAL MAP OF TRACT NO. 5966, RECORDED IS IN COMPLIANCE WITH THE APPROVED TENTATIVE MAP AND THE REQUIREMENTS IMPOSED BY THE FRESNO AS DOCUMENT NO. FRESNO COUNTY;RECORDS. CITY PLANNING COMMISSION AS A CONDITION TO THE ACCEPTANCE OF THE FINAL MAP. NOTARY . ACKNOWLEDGMENT 5. A STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT FOR THE MAINTENANCE OF CERTAIN ;STATE OF CALIFORNIA IMPROVEMENTS FOR THE FINAL MAP OF TRACT NO. 5966, RECORDED AS DOCUMENT NO. FRESNO COUNTY RECORDS. COUNTY OF ;FRESNO ON BEFORE ME, 6. A STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT PROVIDING SPECIAL SOLID WASTE JERRY BISHOP DATE DISPOSAL SERVICES FOR CERTAIN LOTS WITHIN FOR THE FINAL MAP OF 'TRACT NO. 5966, PERSONALLY APPEARED WHO RECORDED AS DOCUMENT NO. FRESNO COUNTY SECRETARY OF THE FRESNO CITY PLANNING COMMISSION PROVED, TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSON(S) WHOSE RECORDS. NAME(S) IS/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND.ACKNOWLEOGED, TO M£ THAT . HE/SHE/THEY EXECUTED THE SAME IN HIS/HER/THEIR AUTHORIZED CAPACITY(IES), AND THAT BY 7 A STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT DEFERRING CERTAIN SEWER HIS/HER/THEIR SIGNATURES) ON THE INSTRUMENT THE PERSON(S), OR THE' ENTITY UPON CONNECTION CHARGES, WATER CONNECTION CHARGES, URBAN GROWTH MANAGEMENT FEES AND CITYCLERK'S CERTIFICATE BEHALF OF WHICH THE PERSON(S) ACTED, EXECUTED THE INSTRUMENT. DEVELOPMENT FEES TO THE TIME OF ISSUANCE OF CERTIFICATE OF OCCUPANCY AND CREATION I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF CALIFORNIA OF LIEN FOR THE FINAL MAP OF TRACT NO. 5966, RECORDED I HEREBY CERTIFY THAT THE COUNCIL OF THE CITY OF FRESNO, BY RESOLUTION N0. DOCUMENT NO. FRESNO COUNTY RECORDS. ADOPTED ON 2010, APPROVED THE WITHIN MAP AND ACCEPTED ON BEHALF OF THE THAT THE FOREGOING PARAGRAPH IS TRUE AND CORRECT. PUBLIC ALL PARCELS OF LAND AND EASEMENTS OFFERED FOR DEDICATION FOR PUBLIC USE IN CONFORMITY WITNESS MY HAND 8. STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT FOR TEMPORARY OFF-SITE STORM WITH THE TERMS OF THE OFFER OF DEDICATION, AND APPROVED THE ABANDONMENT OF THOSE PUBLIC DRAINAGE FACILITIES FOR THE FINAL MAP OF TRACT NO. 5966, PHASE 1 OF VESTING TENTATIVE STREETS AND/OR PUBLIC EASEMENTS NOT SHOWN ON THE MAP AND NOTED AS ABANDONED BY THE SIGNATURE— MAP NO. 5966, RECORDED AS DOCUMENT NO. FILING OF THE MAP. ----E--- FRESNO COUNTY RECORDS. REBECCA E. KITSCH, CMC NAME CITY CLERK COUNTY OF MY COMMISSION EXPIRES BY: MY COMMISSION NUMBER DEPUTY DATE RECORDER'S CERTIFICATE: DOCUMENT NO. FEE $ FILED THIS -DAY OF 2010 AT - M. IN VOLUME OF PLATS, AT PAGESAND _, AT THE REQUEST OF GARY G. GIANNETTA FRESNO COUNTY RECORDS ROBERT C. WERNER, COUNTY RECORDER BY: DEPUTY 4 3/4" IRON PIPE, DOWN 6", TAGGED RCE 26996 AS BEING THE NORTHWEST CORNER OF LOT 58 D O OF TRACT NO. 5966 0 f r�; {'' OF PLAIS, RAGES 630-64, F.C.R. PHASE II 'OF VESTING TENTATIVE MAP NO. 5966 A PLANNED DEVELOPMENT - w 3/4' IRON PIPE, DOWN 6 TAGGED RCE 26996 r � 35 AS BEING A 3' OFFSET TO THE NORTHWEST BEING A SUBDIVISION OF THE SOUTHEAST QUARTER OF THE NORTHWEST " •�` 486.48' 496.48' CORNER OF LOT 57 OF TRACT NO. sass ON QUARTER OF SEGT- ON 13 TOWNSHIP 12 SOUTH RANGE 20 EAST, MOUNT 3/4" IRON PIPE, IN CONCRETE, DOWN 6",, L n_ N 88 27 02 E IN 88-27'02"-El THE WEST UNE OF SAID LOT 57 ' ' TAGGED RCE 26996 AS BEING THE 5 x 5 C)W �, 61 00' 61 Oo 61.00' 61,00 _ 126.02 58.46 DIABLO BASE AND MERIDIAN. OFFSET FOR THE NORTHWEST CORNER OF LOT �' fib 3 3 57 IN THE CITY OF FRESNO, COUNTY OF FRESNO, STATE OF CALIFORNIA 28 OF TRACT NO. 5966 •{'`tet• 3 ;$_ _ ? .°�N �,��^ o N N 0 �a M 33 SURVEYED AND PLATTED IN DECEMBER 2010, BY GARY G. GIANNETTA @ r-,\n Lj @ {i 28 29 30 � 31 M a 2 s .�^°• -- 24.50' Z 34 SEE NOTE 2 CONSISTING' OF TOW SHEETS c a •- ? 3' 05'z C 5.71' z 61.00'z L8.61' C C 11 1 QQ��` CURVE DELTA TANGENT RADIUS LENGTH I.�.I _36.11 61 5' .00" L58.61' 6105' C SHEET T#rO OF T#rO SHEETS CURVE DELTA TANGENT RADIUS LENGTH Ld 36.11' --- C1 - - p 3 S1 EET T#rO OF T#rO SHEETS C1 04'21'26" 19.02' 500.00' 38.02' "= - 11 - 144.11' \ ' - C2 112.87 N PRESIWICKN W27' 2" ED� 'o � Ss'zro2"� C2 -- 04!21'26" 18.07 475.00 36.12 Et�1St 112.87 C3 04'21'26" 19.97' 525.00' 39.93' {,,. C 01 '� C 4 194.99' ;r, 3 �6 ' n 107.07 M M 3/4" IRON PIPE, DOWN 13", TAGGED RCE Oct•' • N 6'10 49� E N C6 AVENVE 157.35 �' _ R21 Iw g o o � 3/4' IRON PIPE IN CONCRETE DOWN 6" C4 02'16139.91 500.00' 19.81' ,�, 25.01 112.87 _ - 35 ' 26996 AS BEING THE NORTHEAST CORNER a -- -- �i,r,^ 2•gg� 8' PE o0 Z�. TAGGED RCE 26996 AS BEING THE SOUTHWEST C5 0716'13" 10.40 525.00 20.80 OF TRACT NO. 4903 AND ON THE WEST C3, 32.23 66.00 3 12 98.87 CORNER OF LOT 59 OF TRACT N0. 5966 B A51 S OF BEARINGS 31.85 6605 3 _ C6 02'1613 9.41 475.00 18.82 LINE OF THE SOUTHEAST QUARTER OF 10 - 14.97 3 PE C7 22'07'57" 9.39' 48.00' 18.54' THE NORTHWEST QUARTER OF SECTION 13 J 0s ^ 3 PPUE °�►� $ N a 82.50; 25.00' N 88'27'02" E-16.37' THE SOUTH UNE OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION •� °' a� '�6 N n 25 0 ;`� 24 $ :`' 23 " I Z N 88'27 2 E `�i �N 88'27'02" E-16.37' 13, TOWNSHIP 12 SOUTH, RANGE 20 EAST, MOUNT DIABLO BASE AND MERIDIAN, TAKEN AS C8 02'51 31 1.20 48.00 2.39 N �`�',� 27 r o o o � I m 1 .00'25.0 ' BEARING NORTH 88'35'09" EAST AS PER TRACT NO. 4903 RECORDED IN VOLUME 66 OF C9 19'1626" 8.15' 48.00' 16.15' ? o o ~ Z z 8, pE� „� RESTWIM PLATS, AT PAGES 38 AND 39, INCLUSIVE, FRESNO COUNTY RECORDS. C10 134'35'10" 112.32' 47.00' 110.40' ' .- o z 15.77 N 88'27 02 E 3 v , C11 4749'23" 18.43' 47.00' 35.13' , z 66.07' 50.24' 66.00' 71.00' I ( 82.50 �, 75.91 60.00 60.00' 67.24' � 36 e' � "'" SEE NOTE 2 AVENUE C12 48'45 44 21.30 47.00 40.00 105.18' at: g �'� PPWE o 'r' ,d.Q . 52.57 3 _ 187.24 3 �, .r d: C13 43'00'03" 18.51' 47.00' 35.27' •I) r"'w N 8551 48 E- rn I• 88'46 18 E " " • 157.75 y oo g - $ .-.c o 1. SET 3/4 x 30 IRON PIPE, 6 DOWN, TAGGED RCE 26996 AT ALL LOT CORNERS AND C14 22'07'57" 9.39' 48.00' 18.54' N `� �� 19 ^ N 20 N o 21 2 a 22 ^ 25' z i$ 95.00 8 ANGLE POINTS C15 22'07'57" 9.39' 48.00' 18.54' `; `" '� r'�- we � , M '; -�I 37 ---- C16 132'10'36" 106.Q0' 47.00' 108.43' m s r'cT. �- o 0 10 8 PPUE-•-•l " '` ', -v z PPUE o ♦ 88'461 S E -�.,, 2. 3/4" IRON PIPE, 30" LONG, 6" DOWN TAGGED RCE 26996 AS BEING AN ANGLE POINT ON C17 22'05'48" 9.18' 47.00' 18.13' z 18 ,� 9 z 20 I Gam - 36.91' 60�D0_Z 54.13 g $ 95.00' ' ' THE BOUNDARY OF TRACT N0. 5966, OR AS NOTED C18 48'45'45" 21.30' 47.00' 40.00' N 6 . - _ _ \� 0 25 I I, $ g C19 54'51'28" 24.39' 47.00' 45.D0' 3/4" IRON PIPE, DOWN 6", TAGGED RCE -1•'= 4483 v/ 16r�//NC21� 151.03 N uEc�, 3E'18" Eu C20 06'27'36" 2.65' 47.00' 5.30' 26996 AS BEING THE NORTHEAST CORNER 1133�s y, / �p� _ aWGRASS AVEN �88' 6 C21 22'07'57" 9.39' 48.00' 18.54' o f' N 238.65' I I8 95.00' g OF LOT 45 OF TRACT N0. 4903 AND ON R9 N 88'27 E THE WEST UNE OF THE SOUTHEAST a, 1 164.40 C22 04'33'53" 10.96' 275.00' 21.91' QUARTER OF THE NORTHWEST QUARTER 4- ch 17 -� n� �� s �� 3 ' SEE NOTE 2 • MONUMENT FOUND AND ACCEPTED AS NOTED C23 04°33'53" 9.96' 250.00' 19.92' , .i_ - 87.57': - $ 76.83 Q, I �, 88'4618 E /" OF SECTION 13 g 15.98 cry C 04'33'53" 8.97' 225.00' 17.93' o •• NI $ N ,�_ 64 rn ( $ 95.00' g o SET 3/4" IRON PIPE, 30" LONG, 6" DOWN BELOW 24 / N 89'27 40 W cv N a 65 M•r' 00 '° ` �-- 40 3 GROUND, TAGGED R.C.E. 26996 C25 01 36�06�� 3.15' 225.00' 6.29 ^ 110.00 ^ + ^ N 89`27'40" W 25'1 `" 0' P UE In N " " " C26 0757 47 5.82 225.00 11.64 � � 00100.00' g 91.19' iv ` µ�88'46�18 E �* o SET 3/4 IRON PIPE, 30 LONG, 6 BELOW GROUND, TAGGED C27 06'19'55" 13.83' 250.00' 27.63' 4-5 16 N 89'27'40" W � 63 I o $ 95.00' $ w RCE 26996 AS SHOWN AT 3.00' FROM NEAREST LOT CORNERS. C28 O6 19'55" 12.45' 225.00' 24.87' N 89'27'40" W I I I - N P W I o `� •''• +� _ , „ 6, v � I I g 66 o N 89.27 40� W �N �;� 41 °� � SCALE: 1 100' (DISTANCES SHOWN ARE TO TRUE LOT CORNER) C29 05 49 21 11.44 225.00 22.8 110.00 'o o $o 82.70 cv t W46'18 E ♦ NOW OFFERED FOR DEDICATION FOR PUBLIC STREET EASEMENT C30 00'30'34" 1.00' 225.00' 2.00' g 15 $1 N 89'27'40" W 62I - 95.00' g 3 PURPOSES C31 06'19'55" 15.21' 275.00' 30.39' 8 9 100.00 N �$_ - C32 2707'56' 9.39' 48.00' 18.54' N N 89'27'40" W I I I I I g N 89-27-40" W "' 42 ,� �" INDICATES RELINQUISHMENT OF DIRECT ACCESS RIGHTS C33 134'15'53" 111.44' 47.00' 110.14' ^ r ( 6 67 g' 94 21 0 88'4618 E ,•, EAST 11 Q.00 3' PE $ $ 61 rnl I? 95.00 PiNEHUR51' ( ) RECORD DATA AS PER TRACT N0. 4903, RECORDED IN 10 PPU N 89'27'40" W t 10' PPUE- N 43 o VOLUME 66 OF PLATS, AT PAGES 38 AND 39, F.C.R. C34 3653 19 15.68 47.00 30.26 g $ C35 48'45'44" 21.30' 47.00' 40.00 $ 14 �� $ 100.00' - N 89'27 40 W + `''' 25 z AVENUE [ ] RECORD DATA AS PER TRACT N0. 4788, RECORDED IN C36 48'36'50" 21.23' 47.00 39.88 U'of N 8927'40" W$ i I $p 95.72 9.78 c- X13 N 884 1 g NOTE 2 VOLUME 60 OF PLATS, AT PAGES 52 THROUGH 56, F.C.R. „ , , r r• I 9 68 $ 8 60 NN Zf) 94.91 RADIAL DIRECTION C37 22 07 57 9.39 48.00 18.54 110.00' •� w w RECORD DATA AS PER TRACT N0. 5966 RECORDED IN �^' .� N 89 27 40 W TN 89-27-40" �. �o C 2 6 � 3 R 1 S 00'32'15" W ' C38 03'58'14" 1.66' 48.00' 3.33' .,, •, $ $ 1 .00 99.50 17.49 8 VOLUME 81 OF PLATS AT PAGES 69 THROUGH 70 F.C.R. C39 18'09'43" 7.67' 48.00' 15.22' '% �n 13 `t : 44. ' M R2 S 00'32'15" W ' I $ $ I a 105.00 `$ . 94.50 w o o � N 89'27 40 W �•, R3 S 04'24'29" E Q PREVIOUSLY DEEDED FOR PUBLIC STREET PURPOSES PER DEED cct N 89 27 40 W I 69 '` $ 59 94.10 a'0D"t 5I•} rt} 110.00' I` + f N 15.87' ,���', 3. R4 N 23'40'55" W DOC. N0. 2010-0087916 RECORDED JULY 9, 2010 F.C.R. S $ C29+ 00 �, 89,,45 of z o R5 N 19'08'28" E © PREVIOUSLY DEEDED FOR PUBLIC STREET PURPOSES PER DEED }t� I i2 qI I 25 N 89'27 4o W N 89'27'40" W L4 N 89'27'40" W 84• R6 N 6754'12" E DOC. NO. 95061335 RECORDED MAY 22, 1995 F.C.R. r $ $ I, 105.00 99.99 C 3 „ '- Oc N ♦ 0 95.00 R7 S 69'05 45 E N 89 2740 W I I N I $ g In I$ $ SEE NOTE 2 R DENOTES RADIAL BEARING TO CURVE 58 I i ( � 46 _ R8 S 68'24 23 W (R) 110.00' I I 70 `�' si `� �-�w $ g I I N 89'27'40" W $N 89'27'40" WI I A I (N 89'27'40" ! S R9 N 89'29�49�� W CALC CALCULATED FROM RECORD DATA x• '0 11 I I 95.00' ;� RIO N 40'44 05 W � a N � � 0 105.00 100.00 25' I g $ �-M.N I I I o c9 ,r, 47 ", R11 N 14'07'23" E F.C.R. FRESNO COUNTY RECORDS C N 89'27'40" W I I I$ 71 $ $I I I 0 PPUE Oc I,.. r c 57, �' R12 N 20'34'59" E _ •{.� 110.00 25, I-• 0'.PPUE�� �o 3 IPE--I-I 25 N 89 2740 W g 1•} R13 S 8710'12" W PE PEDESTRIAN EASEMENT NOW OFFERED FOR DEDICATION FOR PUBLIC USE z $ o I I N 89 27 40 W N 89 27 40 W I 95.00 o M 4 '' „ cin $ 10 $ 105.00' 100.00' I R '^~ R14 S 89'5814 E PPUE PLANTING AND PUBUC UTILITY EASEMENT NOW OFFERED _ry ,,! N 89'27'40" W I I I I g c SI I�' I I� 948 SEE NOTE 2 R15 N 67'19'44" W FOR DEDICATION FOR PUBLIC USE I I 72 56 8 27 40 W R16 S 75!46'57" W •' }�4J 110.00' Is 9 911 9500' LE LANDSCAPE EASEMENT NOW OFFERED FOR DEDICATION FOR PUBLIC USE ,. w R17 S 2701'13" W 9 3 � ( N 89-27'40'1W N 89'27 40 W I to I Ig i t•};;J 0, �I I 105 00' 0 100 OO' 1 n 49 b R18 S 21'35'37" E PUE PUBUC UTILITY EASEMENT NOW OFFERED FOR DEDICATION FOR PUBLIC N 8927'40" W$ w I I$ I I "' I N 89'27'40" W M R19 S 17-37'23" E USE. z o 110.00 I I I I I8 7w N 89922740" WI I I Ig 95•Do c M.D.B.& M. MOUNT DIABLO BASE & MERIDIAN 0 8 $ N 89-27'40" W 100,00' N I I I 50 .r z $ $) ( ''' I. 105.00' N . 10' PPUE:-� I 89'27'40" W NOTE 2 BLUE BORDER INDICATES THE LIMITS OF THIS SUBDIVISION 56 N 89'27'40" W , � I `$ 7,4 M $ 54 c�•I $ j-8 `� w }�:};:i 110.00' - I ( z t I $ $ I x I �3, 51 UNE DIRECTION DISTANCE $ $ I N 89'27'40" W z N 89'27'40" W I ui �. o N 7 I I I N 89 2740 W L1 N 46'23 20 W 17.63 cv_ 0 105.00 100.00 w W. N r cv $ cc I. $ I - 95.00 L2 N 46-23'20" W 17.63 ''n "' N 89'27'40" W I I I ;� a w n � o S �°' ao o g , g �, I� 75 oo� � 53 I I ,ri ►c•, I I rn' S2 Q; s I:} L3 N 4,T36'40" E 17.73 " TAGGED RCE `�7 110'00 "' I I �' ' a SEE NOTE 2 "' `� SEE ko NOTE(2 z L4 N 43'36'40" E 17.73' 3/4 IRON PIPE, DOWN 40, z z °� L 26996 AS BEING THE SOUTHEAST CORNER R1 -L -- -- - ' 10.24 s g 6 �5 `, 92.50' 87450' „ L5 N 44'29 41 E 18.00 OF LOT 57 OF TRACT NO. 4903 AND ON c4 N 88 35 09 E-82.56 N 88'35 09 E-82.56} THE WEST LINE OF THE SOUTHEAST i, ^ , ,r v�I R16 180.00 to♦ 25.08' „ L6 N 46'23'20" W 17.63' E N 89'27' W _ N _ N 452 '1 " W-17.37' �N 45'26'16" W-17.37'} QUARTER OF THE NORTHWEST QUARTER --v N 82754 43 - , ,,1 r r rr • EAST L7 N 44'27'40" W 17.68' N 89'32 43 E-59.01 {N.89,32,43 E-5001 1 TURNBORY M 105.48 �'� /,��o���C3 215.4 25.09' N 4532'20" E-17.68' N 4 E-17.68} OF SECTION 13 N nes\ 0• 6 •- _- _ _ AVENUE `•-- h4i. -- , 3 N 05'18 02 E-50.17 €N 05-18'02" E-50.17#1 3/4" IRON PIPE, IN CONCRETE, DOWN 4", o0 5 C3 6-" 39 04 60.00 W 57.51 N 45'26'16" W N 45`26'16" W • TAGGED RCE 26996 AS BEING .SOUTHEAST 58 W r' - 3 M„ r MONUMENTS._ CORNER OF LOT 59 OF TRACT NO. 4903 - �o C38 W `� 10 SEE _ 17.98 117.98} o -4 q�°' PE: _ 2 c,4 4 NOTE 2, I �.,n Q 3/4" IRON PIPE, DOWN 3 TAGGED RCE 19789 AND ON THE WEST UNE OF THE 04 n uj �� '�� 4 N 3 N � 2 N v; 1 10 -r J. SOUTHEAST QUARTER OF THE NORTHWEST M N ''' ''� '�' �' M M PPUE I AS BEING THE NORTHWEST CORNER 4F LOT 136 QUARTER OF SECTION 13 AND 47.00' C �� QEF, do P E M M : g.- SEE Z o N 43'35'09" E-21.21'€N 43'35'09" E-21.21'] 5 OF TRACT NO. 4432 AND 47.00' FROM THE 5`1 a, ,gyp , 2' pE g NOTE 2 N 01'24'51" W IN 01'24'51" W} W SOUTH UNE OF THE NORTHWEST QUARTER OF FROM THE SOUTH UNE OF THE z •- p g ,z , " 25.32 _145.61 _ z 60.04 z 60.03 58.83 Q�k, 47,Q0 €47.00 1 SECTION 13 NORTHWEST QUARTER OF SECTION 13 - -- -- , Q THE WEST QUARTER CORNER OF �AA AA&AAA �` 3 349.83' 349.83' N 1n• , SEE NOTE 2 T - , - _ ,� Q2 3/4 IRON PIPE, DOWN 3", TAGGED RCE 19789 39 SECTION 13, TOWNSHIP 12 �-, _ -.- ._- , SOUTH, RANGE 20 EAST, MOUNT ;� � -- -€ -- �---' ^' � ;� � -� N EAST INTERNATIONAL A��_ AS BEING THE NORTHEAST CORNER OF LO 1 1268 68} •t n ,� © - SEE NOTE 2 n _ -_--_ OF TRACT N0. 4432 AND 47.00 FROM THE DIABLO BASE AND MERIDIAN. IN 88'35'09" E} €917.24} 917.24 SOUTH LINE OF THE NORTHWEST QUARTER OF FALLS ON SEWER MANHOLE. N 88'35'09" E N $8'35'09" E (1268.68') 1268.68' N 88'35'09" E N 8535'09" E `" 351.43 351.43 _ N 88'35'09" E {N 88'35'09" E� SECTION 13 _ -------• €1268.69}(1268.69)1268.67 POSITION ESTABLISHED PER TIES ON FILE WITH FRESNO COUNTY � �� � �� N 88'35'09" E � (N 88"35'09" I) [N 88'33'45" E]IN 88'35'09" E} €2537.37}(2537.37)2537.35 FRESNO COUNTY BRASS CAP MONUMENT FLUSH WITH A.C. �3• 3/4" IRON PIPE, IN CONCRETE, DOWN 6", TAGGED RCE 26996 SURVEYOR, CORNER RECORD N0. N 88.35'09" E (N 88'35 09 E){N 88'35 09 E} BASIS OF BEARINGS AS BEING THE SOUTHERN MOST CORNER OF THE SOUTHWEST 6001 r PREVIOUSLY DEEDED FOR PUBUC STREET TAGGED P1.5 6619 AS BEING THE CENTER 1/4 CORNER PURPOSES PER DEED DOC. NO. 97020688 of SECTION 13, TOWNSHIP 12 SOUTH, RANGE 20 EAST, CORNER CUTOFF OF LOT 1 OF TRACT NO. 5966 AND 47.00' RECORDED FEBRUARY 12, 1997 F.C.R. MOUNT DIABLO BASE AND MERIDIAN FROM THE SOUTH UNE OF THE NORTHWEST QUARTER OF r,B .,•�., Y„"_.. � 139 €J. 1��;'i 'i' x 'I' '^ SECTION 13 ..,., 'iiR C: NO .�4%*:i.i_ .1 AC. Nn. �•�;X 8 t •L '"{� F' P° t3�'i.'S Pit E F. .;I Ui'.�E 60 F' LAi S is,{,i� t 5%--56, C.R.