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HomeMy WebLinkAboutT-5838 - Map - 7/30/2010 RECORD TITLE INTEREST STATEMENT: D 90 3Q ENGINEER'S STATEMENT: THE UNDERSIGNED, BEING ALL PARTIES HAVING ANY RECORD TITLE INTEREST IN THE LAND WITHIN e0 0 0 THIS SUBDIVISION, HEREBY CONSENT TO THE PREPARATION AND RECORDATION OF THIS MAP AND OFFER THE SURVEY FOR THIS MAP WAS MADE BY ME OR UNDER MY DIRECTION AND IS TRUE AND COMPLETE FOR DEDICATION FOR PUBLIC USE THE PARCELS AND EASEMENTS SPECIFIED ON SAID MAP AS INTENDED AS SHOWN. FOR PUBLIC USE FOR THE PURPOSES SPECIFIED THEREIN. A PLANNED UNIT DEVELOPMENT THIS MAP WAS PREPARED BY ME OR UNDER MY DIRECTION AND IS BASED UPON A FIELD SURVEY IN GRANVILLE HOMES IN THE CITY OF FRESNO, COUNTY OF FRESNO, STATE OF CALIFORNIA CONFORMANCE WITH THE REQUIREMENTS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCE AT THE REQUEST OF FARID ASSEMI ON SEPTEMBER 1, 2009. 1 HEREBY STATE THAT ALL THE MONUMENTS ARE SURVEYED AND PLATTED IN SEPTEMBER 2009, BY GARY G. GIANNETTA 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 CONSISTING' OF TATO SHEETS APPROVED BY THE CITY ENGINEER. THE MONUMENTS ARE, OR WILL BE, SUFFICIENT TO ENABLE THE BYE SURVEY TO BE RETRACED, AND THAT THIS FINAL MAP SUBSTANTIALLY CONFORMS TO THE CONDITIONALLY ,SHEET ONE OF T#r0 SHEETS APPROVED TENTATIVE MAP. NOTARY ACKNOWLEDGMENT, STATE OF CALIFORNIA COUNTY OF FRESNO GARY GIANNETTA, R.C.E. 26996 LIC. EXP. 3-31-11 DATE ON , BEFORE ME, LEGAL DESCRIPTION: PERSONALLY APPEARED WHO PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSON(S) WHOSE THAT PORTION OF OUTLOT V OF TRACT NO. 5205, ACCORDING TO THE AMENDED MAP NAME(S) IS/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT THEREOF RE ORDSE DENVOLUME CR BED AS FOPAGES LLOWS: 46 THROUGH 70, INCLUSIVE OF PLATS, FRESNO CITY ENGINEER'S STATEMENT: HE/SHE/THEY EXECUTED THE SAME IN HIS/HER/THEIR AUTHORIZED CAPACITY(IES), AND THAT BY COUNTY HIS/HER/THEIRALFOWH SIGNATURE(S) ( THE INSTRUMENT THE E I SON(S), OR THE ENTITY UPON BEGINNING ON THE NORTHEAST CORNER OF SAID OUTLOT V; THENCE SOUTH 0'28'38" EAST, I HEREBY STATE THAT I HAVE EXAMINED THIS MAP, THAT THE SUBDIVISION SHOWN IS SUBSTANTIALLY BEHALF OF WHICH THE PERSON(S) ACTED, EXECUTED THE INSTRUMENT. ALONG THE EAST BOUNDARY OF SAID OUTLOT V, A DISTANCE OF 122.81 FEET; THENCE THE SAME AS IT APPEARED ON THE APPROVED TENTATIVE MAP, AND ANY APPROVED ALTERATIONS SOUTH 17054'13m WEST, ALONG SAID EAST BOUNDARY, A DISTANCE OF 94.84 FEET; THEREOF. THAT ALL PROVISIONS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCES APPLICABLE I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF CALIFORNIA THENCE SOUTH 19014'50" WEST, ALONG SAID EAST BOUNDARY, A DISTANCE OF 358.51 FEET; AT THE TIME OF APPROVAL OF THE TENTATIVE MAP HAVE BEEN COMPLIED WITH. THAT THE FOREGOING PARAGRAPH IS TRUE AND CORRECT. THENCE SOUTH 01'4251- EAST, ALONG SAID EAST BOUNDARY, A DISTANCE OF 477.96 FEET; THENCE SOUTHEASTERLY ALONG A TANGENT CURVE, ALONG SAID EAST BOUNDARY, CONCAVE WITNESS MY HAND TO THE NORTHEAST, HAVING A RADIUS OF 150.00, THROUGH A CENTRAL ANGLE OF 17'23'07", AN ARC DISTANCE OF 45.51; THENCE SOUTH 50'02'21" EAST, ALONG SAID EAST SIGNATURE BOUNDARY, A DISTANCE OF 73.58 FEET; THENCE SOUTH 41.33'25" WEST, ALONG SAID EAST BOUNDARY, A DISTANCE OF 21.29 FEET TO THE INTERSECTION WITH THE NORTHERLY NAME RIGHT-OF-WAY OF EAST COPPER RIVER DRIVE; THENCE SOUTH 41'33'50" WEST, A DISTANCE OF 47.00 FEET TO THE INTERSECTION WITH THE CENTERLINE OF EAST COPPER COUNTY OF RIVER DRIVE; THENCE NORTHWESTERLY ALONG SAID CENTER-6NE, ALONG A NON-TANGENT CURVE, WHOSE RADIUS POINT BEARS NORTH 41433'50" EAST, HAVING A RADIUS OF 600.00 SCOTT L. MOZIER, PE 54417 CITY ENGINEER DATE MY COMMISSION EXPIRES LICENSE EXPIRES 12-31-2009 FEET, THROUGH A CENTRAL ANGLE OF 06.33'59", AN ARC DISTANCE OF 68.76 FEET TO A MY COMMISSION NUMBER POINT OF REVERSE CURVATURE; THENCE NORTHWESTERLY ALONG SAID CENTERLINE, ALONG CONSULTING LAND SURVEYORS STATEMENT: SAID REVERSE CURVE, HAVING A RADIUS OF 600.00 FEET, THROUGH A CENTRAL ANGLE OF. THIS PROPERTY IS SUBJECT TO THE FOLLOWING: 47032'05", AN ARC DISTANCE OF 497.78 FEET; THENCE NORTH 89'24'16" WEST, ALONG I HEREBY STATE THAT I HAVE EXAMINED THIS MAP AND THAT I AM SATISFIED THAT THE MAP IS SAID CENTERLINE, A DISTANCE OF 290.83 FEET; THENCE SOUTHWESTERLY ALONG SAID TECHNICALLY CORRECT. 1. THE HEREIN DESCRIBED PROPERTY LIES WITHIN THE BOUNDARIES OF THE FRESNO METROPOLITAN CENTERLINE, ALONG A TANGENT CURVE, CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF FLOOD CONTROL DISTRICT AND MAY BE SUBJECT TO ASSESSMENT FOR DRAINAGE FEES AND/OR 1,000.00 FEET, THROUGH A CENTRAL ANGLE OF 6'39'28", AN ARC DISTANCE OF 116.20 REQUIREMENTS TO CONSTRUCT PLANNED LOCAL DRAINAGE FACILITIES. AS DISCLOSED BY FMFCD FEET; THENCE NORTH 06004'43" WEST, A DISTANCE OF 47.00 FEET TO THE INTERSECTION ACTING FOR THE CITY OF FRESNO: RESOLUTION NO. 1816 RECORDED JULY 31, 1995 AS INSTRUMENT NO. 95092128, OF OFFICIAL WITH SAID NORTHERLY RIGHT-OF-WAY; THENCE NORTH 0'35'12" EAST, A DISTANCE OF BLAIR, CHURCH & FLYNN CONSULTING ENGINEERS RECORDS. 122.01 FEET; THENCE NORTH 01'42'54" WEST, A DISTANCE OF 243.15 FEET; THENCE 451 CLOVIS AVENUE, SUITE 200, CLOVIS, CA 93612 NORTH 18054'34" WEST, A DISTANCE OF 100.58 FEET TO THE INTERSECTION WITH THE 2. THE TERMS AND PROVISIONS CONTAINED IN DOCUMENT ENTITLED ENCROACHMENT AGREEMENT NORTHERLY BOUNDARY OF SAID OUTLOT V; THENCE NORTH 68.15'03" EAST, ALONG SAID EXECUTED BY AND BETWEEN METROPOLITAN FLOOD CONTROL DISTRICT, A CALIFORNIA PUBLIC NORTHERLY BOUNDARY, A DISTANCE OF 1,133.09 FEET. AGENCY AND CONSOLIDATED LAND COMPANY, A CALIFORNIA LIMITED PARTNERSHIP RECORDED FEBRUARY 8, 1996 AS INSTRUMENT N0. 96-17466 OF OFFICIAL RECORDS. BY:THIS PROPERTY IS SUBJECT TO THE FOLLOWING: (CONTINUED) HIMAWAN BRASALI, LS 7800 DATE 3. THE TERMS AND PROVISIONS CONTAINED IN DOCUMENT ENTITLED ENCROACHMENT AGREEMENT LICENSE EXPIRES 12-31-2009 EXECUTED BY AND BETWEEN METROPOLITAN FLOOD CONTROL DISTRICT, A CALIFORNIA PUBLIC 14. COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS IN THE DOCUMENT RECORDED JUNE 2, FEBRUARY 8, 1996ENCY AND ASANSTRTED UMENT N0.ss-1746p71FORNIA LIMITED OF OFFICIAL RECORDS.PARTNERSHIP RECORDED 2006 AS INSTRUMENT NO. 06-115469 OF OFFICIAL RECORDS. PLANNING COMMISSION CERTIFICATE: 15. DOCUMENT(S) DECLARING MODIFICATIONS THEREOF RECORDED AUGUST 22, 2006 AS INSTRUMENT 4. THE TERMS AND PROVISIONS CONTAINED IN DOCUMENT ENTITLED MEMORANDUM OF AGREEMENT NO. 06-175087 OF OFFICIAL RECORDS. EXECUTED BY AND BETWEEN CONSOLIDATED INDUSTRIES, INC., AND CONSOLIDATED LAND I HEREBY CERTIFY THAT I HAVE EXAMINED THIS MAP, THAT THE SUBDIVISION SHOWN CONFORMS TO AND COMPANY, A CALIFORNIA LIMITED PARTNERSHIP AND THE FRESNO METROPOLITAN FLOOD CONTROL 16. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "CERTIFICATE OF IS IN COMPLIANCE WITH THE APPROVED TENTATIVE MAP AND THE REQUIREMENTS IMPOSED BY THE FRESNO DISTRICT RECORDED APRIL 18, 1996 AS INSTRUMENT NO. 96-49991 OF OFFICIAL RECORDS. CORRECTION" RECORDED DECEMBER 24, 2008 AS INSTRUMENT NO. 08-175142 OF OFFICIAL CITY PLANNING COMMISSION AS A CONDITION TO THE ACCEPTANCE OF THE FINAL MAP. 5. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "DEVELOPMENT RECORDS. AGREEMENT" RECORDED DECEMBER 30, 2004 AS INSTRUMENT NO. 04-291148 OF OFFICIAL RECORDS. 6. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED CONSENT AND AGREEMENT EXECUTED BY AND BETWEEN CONSOLIDATED INDUSTRIES, INC., AND CONSOLIDATED LAND KEITH BERGTHOLD DATE SECRETARY OF THE FRESNO CITY PLANNING COMMISSION COMPANY, A CALIFORNIA LIMITED PARTNERSHIP AND THE FRESNO METROPOLITAN FLOOD CONTROL DISTRICT RECORDED NOVEMBER 18, 1996 AS INSTRUMENT NO. 96-154204 OF OFFICIAL RECORDS. 7. THE TERMS, PROVISIONS AND EASEMENTS CONTAINED IN THE DOCUMENT ENTITLED "EASEMENT CITY CLERK'S CERTIFICATE: AGREEMENT FOR COPPER RIVER RANCH" RECORDED DECEMBER 30, 2004 AS INSTRUMENT N0. I HEREBY CERTIFY THAT THE COUNCIL OF THE CITY OF FRESNO, BY RESOLUTION N0. 04-175086 OF OFFICIAL RECORDS. ADOPTED ON , 2009, 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 g, THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED FIRST ADDENDUM TO WITH THE TERMS OF THE OFFER OF DEDICATION, AND APPROVED THE ABANDONMENT OF THOSE PUBLIC EASEMENT AGREEMENT FOR COPPER RIVER RANCH" RECORDED AUGUST 22, 2006 AS STREETS AND/OR PUBLIC EASEMENTS NOT SHOWN ON THE MAP AND NOTED AS ABANDONED BY THE INSTRUMENT NO. 06-175086 OF OFFICIAL RECORDS. FILING OF THE MAP. 9. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "MEMORANDUM OF BASIN REBECCA E. KLISCH, CMC "DE" RELOCATION AGREEMENT" RECORDED JANUARY 19, 2005 AS INSTRUMENT NO. 05-12048 CITY CLERK OF OFFICIAL RECORDS. 10. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED EARLY CONSTRUCTION AGREEMENT EXECUTED BY AND BETWEEN COPPER RIVER DEVELOPMENT COMPANY, INC., A BY: CALIFORNIA CORPORATION AND CITY OF FRESNO, A MINICIAL CORPORATION RECORDED MARCH DEPUTY DATE 20, 2006 AS INSTRUMENT NO. 06-57096 OF OFFICIAL RECORDS. 11. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED SUBDIVISION AGREEEMENT RECORDER p S CERTIFICATE: FINAL MAP OF TRACT NO. 5205, RECORDED APRIL 25, 2006 AS INSTRUMENT NO. 06-86698 OF OFFICIAL RECORDS. DOCUMENT N0. FEE $ 12. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "STATEMENT OF FILED THIS DAY OF 2009 COVENANTS AFFECTING LAND DEVELOPMENT DEFERRING CERTAIN SEWER CONNECTION CHARGES, AT M. IN VOLUME OF PLATS, AT PAGES WATER CONNECTION CHARGES, URBAN GROWTH MANAGEMENT FEES AND DEVELOPMENT FEES TO THE TIME OF ISSUANCE OF CERTIFICATE OF OCCUPANCY AND CREATION OF LIEN FOR THE FINAL AND AT THE REQUEST OF GARY G. GIANNETTA MAP OF TRACT NO. 5205, PHASE 1 OF VESTING TENTATIVE MAP NO. 5205/UGM" RECORDED FRESNO COUNTY RECORDS APRIL 25, 2006 AS INSTRUMENT NO. 06-86699 OF OFFICIAL RECORDS. ROBERT C. WERNER, COUNTY RECORDER 13. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "STATEMENT OF d COVENANTS AFFECTING LAND DEVELOPMENT ACKNOWLEDGING RIGHT-TO-FARM LAW FOR THE FINAL MAP OF TRACT NO. 5205, PHASE 1 OF VESTING TENTATIVE MAP NO. 5205/UGM" ----- BY: RECORDED APRIL 25, 2006 AS INSTRUMENT NO. 06-867000 OF OFFICIAL RECORDS. DEPUTY CURVE DELTA RADIUS TANGENT LENGTH CURVE DELTA RADIUS TANGENT LENGTH C1 06'39'28" 1047.00' 60.90' 121.66' C54 03'44'56" 714.00' 23.37' 46.72' C2 03'36'41" 1047.00' 33.01' 65.99' C55 03'22'20" 714.00' 21.02' 42.02' � tU 0(DO � � BASI$ OF, BEARINGS C3 02'44'16" 1047.00' 25.02' 50.03' C56 00'54'26" 714.00' 5.65' 11.31' 0 0 THE SOUTH UNE OF THE SOUTHEAST QUARTER OF SECTION 11, ,r , , . , ,. , , , O9 c TOWNSHIP 12 SOUTH, RANGE 20 EAST, MOUNT DIABLO BASE AND MERIDIAN, C4 00'18 31 1047.00 2.82 5.64 C57 00'30 18 642.00 2.83 5.66 OOpq TAKEN AS BEARING S 89'25'01" E AS PER AMENDED TRACT NO. 5205 C5 4T32'05" 647.00' 284.92' 536.77' c58 00'27'50" 621.00' 2.51' 5.03' A PLANNED UNIT DEVELOPMENT sNN ' NN RECORDED IN VOLUME 76, PAGES 46 THROUGH 70 OF PLATS, FRESNO COUNTY C6 01'38'27" 647.00' 9.27' 18.53' C59 15'38'04" 642.00' 88.14' 175.18' '-:- „ CONSISTING OF TWO SHEETS RECORDS. C7 06'10�58�� 647.00 34.94 � 69.82 C60 03'5125 642.00, 21.62, 43.22 SHEET TWO OF TWO SHEETS 22a C8 21'46 33 647.00 124.45 245.90 C61 03'44'57" 642.00 21.01 42.01 C9 2.10'39" 647.00' 12.30' 24.59' C62 03.44'56" 642.00' 21.01' 42.01' IN THE CITY OF FRESNO, COUNTY OF FRESNO, STATE OF CALIFORNIA 1- c10 1x•3$'31" 673.00' 110.46' 218.67' C63 03.45'04" 642.00' 21.02' 42.03' SURVEYED AND PLATTED IN SEPTEMBER X009 BY GARY G GIANNETTA 04 CN C11 05'37'46" 701.00' 34.47' 68.87' C64 00'31'42" 642.00' 2.96' 5.92' y DUTLDT B 550 a, �og 1. SET 3/4" IRON PIPE, 6" DOWN, TAGGED C12 14'51'19" 70.00' 9.13' 18.15' C65 29025'45" 80.00' 21.01' 41.09' ' ' N zv RCE 26996 AT ALL LOT CORNERS C13 05'51'27" 701.00' 35.86' 71.67' C66 15'30'45" 621.00' 84.58' 168.13' °"` . 500 y s ``' 5,0.4510'' �„ Q, -�; �' 2 0p• W 2. OUTLOT A NOW OFFERED FOR DEDICATION C14 120'48'29" 12.00 21.13 25.30 C67 04!5226" 621.00 26.43 52.83 "50 00 y 25 �'- 1v.41 1 15 FOR PUBLIC UTILITY EASEMENT PURPOSES C15 98.55,08" 40.00, 46.77. 69.06, C68 04.1821 621.00, 23.35 46.670 '"" o Op cs o g 03.)). 5,77' 3. OUTLOTS B AND C FOR COMMON AREA OPEN SPACE C16 178'59'12"12" 40.00' 32.97 55.14' C69 041822" 62 1.00' 23.35 46.67, 5° ?� s � 26 00.�� ,.� ^� 52, c`3� 24 '�"��^� C17 19'55 56 40.00 7.03 13.92 C70 0701 36 621.00 10.98 21.97 50�° y j70'4,5110,, N "��' a`b-o C18 1'02'33" 647.00' 5.89' 11.77' C71 41'03'36" 49.00' 18.35' 35.11' �� a, moo,,. x'.27 0" 6� ,' 2 i r r r r , . , . . , ''i+• 0 y ! ,T �` _' L QC1 1 r U7 C 19 O6 33 59 553.00 31.72 63.38 C72 14'36'20" 549.00 70.36 139.95Y ?+; ow s ..�f 61, 04 g4 W = ,�... 9 C20 19'52'33" 90.00 15.77 31.22 C73 03'58'0 1 549.00 19.01 38.0 1 8450 23 :•.. .r ;;. . .{•Ir•I c•'r•,t•I�,c•-,.�••. 'Sp � .� -oG � � C21 20'02�06�� 50.00 8.83 17.48 C74 04*18'21 549.00 20.64 41.26 SCALD 1 = 80 :-. '.. 5000 y s '���oh' �. N 61'31' �� N �o.45�E N� C22 03'05 42 90.00 2.43 4.86 C75 04'18 22 549.00 20.64 41.26 - o 30 0. - 300 99 0, 28' of 10'' ^' h , rr , r , r ,. r , , C23 09111.56„ 500.00, 40.22' 80.28' C76 02;01,36„ 549.00, 9.71 19.42cd 50°° �, o'er 31 �'- �0'* ��3 p► `� ps 00' W "h C24 04.49,06, 500.00, 21.04' 42.05 C77 20 57.41 521.00' 96.38, 190.61 u �� 00 s �0 �//2h Q� 22 C25 04.22'50" 500.00 19.12' 38.23' C78 03'11'31., 521.00' 14.52' 29.02 - �° ?,• g' s 32 �± -5�j 01 A O ad'- 10\3 h /, 'JOS, o C26 31 21 14 72.50 20.35 39.67 C79 1746'10" 521.00 81.44 161.58 50 y w• oo.-', `� �-'� Q� -�/ N 70• `� ccs, 10 0 �, "' * ... oo33 u�L �5 4,5 "' C4 sp ' W "LEGEND• C27 11'21 27 514.50 51.16 101.99 C80 20'57 41 493.00 91.20 180.36 „ 5000 y o cr, ��r, a Q ,� R42OZ 664 �D y. ). 0 C28 00'47'37" 514.50' 3.56' 7.13' C81 02'58'50" 493.00' 12.83' 25.65' $ =34 0. - 0 E cp. •' E w. �, 3 �' 21 C29 04'27'42" 514.50' 20.04' 40.06' C82 OT33'33" 493.00' 32.57' 65.04' - 5 1Z w Sti N o • MONUMENT FOUND AND ACCEPTED AS NOTED 0 0 ° y �• r g,s'. S' 6g 2 ,2p' 912 °. �1 6 g$ co (R) 89 i 70 45, o ,,, "� a oo �-35 ° N 912 N 5 0 1 ci N �0• i 1 o SET 3/4" IRON PIPE, 30" LONG, 6" DOWN BELOW GROUND, TAGGED R.C.E. 26996 C30 04'43'1 3 514.50 21.21 42.39 C83 OT33 29 493.00 32.56 65.03 5pA0 y oo,��, ���-� N 6 , �3a ;� r o 45 10•. �� i 0500, W �' - o 36 96 1 60 ,d �o © /20 �W;0 w Q AWA INDICATES RELINQUISHMENT OF DIRECT ACCESS RIGHTS PER DOCUMENT RECORDED C31 01'22 55 514.50 6.21 12.41 C84 02'51 49 493.00 12.32 24.64 ��, �� 5�DO y f�'� oo Soh' �a2:1 56. 1 �3 �v 90 °, `�' 0' io,�, " r, , . , , ,-� , o e` i 20 AUGUST 6 2003 AS INSTRUMENT NO. 2003-0180449 OF OFFICIAL RECORDS C32 31:2505„ 70.00 19.69 38.38 G85 14'42 55„ 647.00 r 83.54 166.17, 6�1- oo '�:37 ��O - 6141 1 N $$ io„ h N gyp• o0 C33 11 21 27 493.50 49.07 97.83 C85 15 44 50 647.00 177.82 N. 00 cs �C �`' 34 ' o ? 'ry 0' '10,, i°� " ,v 0 0� 1 45, . �o'" A NOW OFFERED FOR DEDICATION FOR PUBLIC STREET PURPOSES FOR PUBLIC USE •' E 50 y oo.-'. _4 0��0/ �'- 1 n Ni 14 v 1 4S 0 W ,r 'os ,� oo 38 - , w 5'01'56. �2 p w 0)1 � a s. C34 01 23 43 493.50 6.01 12.02 •15 -r- 00 s 0' 00' RECORD DATA AS PER AMENDED TRACT NO. 5205, RECORDED IN VOLUME r „ 6$ 50 y �� o.�, 61 22 1 rn oo� i ,w R41 0� N �? C35 045512 493.50, 21.20' 42.38, N l sp �39 \J0, a� R 2 01 M •� Nr 75. 91 (R)� 87 �;� ?8? p 19 76, PAGES 46 THROUGH 70 OF PLATS, FRESNO COUNTY RECORDS C36 04'39'02" 493.50 20.04 40.06 50�° y © -oo.-�, ` ���� �/� n W 65 j " 1�' 0156., �' 72 00' �'� ? ^ N X0'4 • i 1 PREVIOUSLY DEEDED FOR PUBLIC STREET PURPOSES, AS PER AMENDED TRACT NO. " %3-17' a o . 40 G `''cp. N " t ;,` 72.0 w � �2• , i^ 8 ^•7 510,, o• C37 00 23 30 493.50 1.69 3.,,1 % � �/� R19 g0• o, t?2 N 88'17 09 E R33 �, 8. , 0 co 464� `'�� 105 W ``� R, 5205, RECORDED IN VOLUME 76, PAGES 46 THROUGH 70 OF PLATS, F.C.R. C38 33'13'29" 200.00' 59.67' 115.98' o R._ 41 00-�= - -- r 5 (lE v i 0 y o ,., r ,� 78.73 ro R5i of 92P v (R) $>£j (R) ,w Q' R �� p ® SURFACE DRAINAGE EASEMENT PER DOCUMENT NO. 20060079766 C39 22 23 17 172.00 34.04 67.21 o o_ �DUTLDT A N I 64 c� 0 42 0 �= �� E r �'�� „ M`r -► --ern �� Nr 78. (R) o N 7,05,08,, k -,50 i N ,0.1$ o FRESNO COUNTY RECORDS C40 21'01'03" 172.00 31.91 63.09 F- 3�,/� N 88 17 09 E R17 r R3 . r 4 ,, g 0y 50 _.T_ N 88'17 09, E N 88'17 09 E _2 ,,r 72.00 �, co a, X2.00 J ! 5 10 �o CALC CALCULATED FROM RECORD DATA C41 01'22'13" 172.00' 2.06' 4.11' s 4' '�� ,'p`0 6a 15 N 6�1 N 74.89C22 o i o o 93 v ca $ ^v~ 104, W JN O R18 78.01 78.00 r ► �, cb c� 5 r�^ �r 3'8' 4, F.C.R. FRESNO COUNTY RECORDS C42 13'27 36 742.00 87.56 174.31 �' �* ^ u� I " br c� �J2 I 63 ►-� 67 '`* 28 28 N I (R) (R)� n �r C43 10'42'21" 742.00' 69.53' 138.64' W 665 o a 24.93 ,_t I �, .�, i--k 82 31 49" 21 N 81 23' r 17 46 �. N 88-17'09" N IN 88'17'09" E 8.5 ,Pug „ t ,,, I IN 29 yy PUE PUBLIC UTILITY EASEMENT NOW OFFERED FOR DEDICATION FOR PUBLIC USE C44 02'45'15" 742.00' 17.84' 35.67' b ►•,_ 81'1400810vim' o I o1 N 88 17 09 I R3�j �r I 72.00' 72.Op' ► R49 N (R) DENOTES RADIAL BEARING 24.52 „ 'co,I ori o o C-4 o 72.00 to - 74.16 R� 76.78 �+v I o ^ 8.5 PUE---- Q ^ ► � C45 13'27'37" 770.00' 90.86' 180.89' N 88'17 09 E �� rj10 to 0 o a, too,� ,a.t co ^ oW Q 53 i 62 N ►� ,� I 94 o v 84 t" 98.51' z BLUE BORDER INDICATES THE LIMITS OF THIS SUBDIVISION C46 01'25'56" 770.00' 9.62' 19.25' , L "'' K' o d c••) --� 92.03 0 ► ICS C47 03'07'47" 770.00' 21.04' 42.06' N 0 43 O NI 88'17 09 Eo N 88'17'09" o _ v 8.5 E 3_ R3 r 4 R46 16 `�' `�' Ni 88'17'09" E 20 N 88,17 09"I E 0 , 68.13' R40 68.17' ' 14.50' LINE DIRECTION DISTANCE RADIAL DIRECTION ' cn " 8.5' PUE--1 Z of 72.00 0 0 72.00 I OI 72.05 C28 i� R�4- 74 43 44 t I a o L1 N 43'17'09" E 5.66' R1 N 02'28'02" W w �, 50 3� DUTLDT A ,r „ C48 02 59 37 770.00 20.12 40.23 g o ►� ,r , , r I i N I of ao 00 N $9'59'31„ W N `� 221.05' ' , ,. C49 03 09 57 770.00 21.28 42.55 N 88`17'09" E �,_ '�1 -it 54 I.d. C_i 61 cr Z 69 1U R 51 _ _ _ _ R47 I N 88'17 09 E ►� r, L2 N 45'33 34 W 5.77 R2 N 00'16 14 E r " , r r 96.03' L C3 N 88'17 09 E N 88'17'09" �' , . " �' '-`�� • , ►' ' oo R ' � ' „ , , „ C50 02'44 19 770.00 18.41 36.$0 b;., I I 21' 3 NI 8817 09 E c4 N 88 17 09 IE d N N ^ I 99.33 L3 N 4426 26 E 5.54 R3 N 02'14 11 E C51 15'40'39 714.00' 98.30' 195.37' o"' I --� Ob 01 72'00 0 0 72.00 ro 72.00 `r `L R39 v i o L4 N 45'33'34" W 5.77' R4 N 08'25'09" E 00 F••' 0 01 g 72.24 v 68.06 8.01 is u _.:� r „ r „ 44 I►� o to -- , CQ� 7 I� � I� o �.•: , , Qf , „ 0 I coV/o '4•i N N 8.5 PUE d N / 0 N - C 5 7 ►n L(�In►n 5 O rN ' C52 03'54 00 714.00 24.31 48.60 "' I ��+� �`' 49 -a CJ.r7 to i c�i 21 1 M :r; L5 N 39 37 20 W fi.31 R5 N 10 27 07 E r ,r , r , N 88 17 09 E I O I..J N , , , rr stl 60 �• C-41 •'- M 1 00 11"� .� , , " O •„�..•' • , rr r r rr C53 03 44 57 714.00 23.37 46.72 N188'17'09' E N 88 17 09 I ' " ao 00 a?o° °r�i IN N 88 17 09 E i ,s; L6 N 57 23 18 E 8.22 R6 N 12'38 00 E 96.03' I. Nrn 28' • N 88 17 09 E N 88'17 09 IE cn r I 7,3 N N Q1� 83 IM , qtr �Ll , ��- of 72.00 72.00 �+ 1---8.5 PIKE'd'N"d „I . I i 100.00 b I o r $ o y1 01 72.00 b 72.00 to N 1 N N 88 17 09 E ,,� o L7 N 30'11'42" E 5.00 R7 N 18-15'46" E MONUMENTS: LO �--8. PUE o 8.5 PUE o b o N s8 17 09 E of o �• " „�t,� � i N1 N 3 3 N 1 3 0l o " ' 7z.00' 72.00 -- �' ,14 : , ' , C) 45 I 28 '� �r 8 _ SES 1 = •59 ,4-3 3 71 �28 t 1 0 0 8.5' PUE Q 1--8.5 PUE cO �' ,.. L8 N 4642 51 W 5.66 R8 S 76'51 32 E " � 1� Ni 88-17'09" E N gg 17 Og 1 o ni kv I fr L9 N 33 16'06" E 6.55 R9 N 20 18 23 E N 88'17 09 £ I in!n r- N i 88 17 09 E - N 88'17 09 E �, $2 I'd I N 88'17'09" E , ® 3/4 IRON PIPE, DOWN 4", BRASS TAGGED LS 7680 _ r 3 72.00' Niv L -`" n n 3 74 ,► �'_ �..; L10 N 09'38 36 E 14.50 R10 N 26#09'50" E Q- 96.03al o d 0 72.00 N 72.00 72.00 28 jai N 8$'17 09 IE !- 28 I r;. ,r AS BEING A 3 OFFSET TO A POINT ON CURVE OF THE n rn �o __ jF_ c".I r o o rn Na g 1Qo, _ NI 88'17'09" E 1 4 100.00 0 ;t L11 N 09'38 36 E 28.75 R11 S 29'05'38" W 647.00 FOOT RADIUS CURVE ON THE SOUTH SIDE OF N 'r? 1 47 o o N 57 1 © �I 58 N 72 10 0 72.00 ro J of o ; ;;r , 46 I-d. 1 �+ o o I� I 72.00 o IQ o1 13 0 ....•= r L12 N 44'08 49 E 5.57 R 12 SOT 12 17 W r .� � r r,1 N • Z Z r I I r `d• N I `d; ,•: .a... OUTLOT V OF AMENDED TRACT NO. 5205 AND 50.00 .- z I •d c*i 81 I 'r' r rr , r N 88'17 09 I E v I O 72.06 72.06 x z 6$.Ofi _ 75 , a 1•a 1 �... L13 N 43'17 29 W 5.49 R13 S 71'46 55 E FROM THE CENTERLINE OF EAST COPPER RIVER DRIVE o 8' 4 ' 1 � Z - - DUTLDT- A�� o (�c4 21 N 88.17'09" E Q I N 88'17 09 E r� L14 N 45'51'11" W 5.74' R14 N 48'07'49" E » z N 89'24 16" W O •• ►'� z Z N1 88'17'09" E 72.00' N 1 1 100.00' r ' ;.) L15 N 4T13'14" E 5.87' R15 N 68'2436" E DOWN 6 IN CONCRETE TAGGED LS z N 89'2416 W EAST VIA BELLAGIO DRIVE _ ""' © 3/4 IRON PIPE, • 20.10' 399.32' 72.00' - a I N 1 0 ' _ _ 7680 AS BEING THE SOUTHEAST CORNER OF THE 22' �` a, N 89'24'16" W 191.76' w N 89'24'16" W Q oo "' 80 1 N '�Q' 12 o L16 N 61.15'46" W 6.19' R16 N 68'15'03" E OUTLOT A 207.57 1 MULTI PURPOSE TRAIL EASEMENT EAST OF NORTH �� �r r r, co DUTLDT A ,4'1 76 •d "I cO"'I "' L17 N 44'27'54" E 6.43' R17 S 85'11'27" W N1, N N 89'24 16 W �+ �' N , 3 N 88 17 09 E CEDAR AVENUE SHOWN ON THE AMENDED TRACT MAP N� 270.76 121.67 I 28' to i N 88'17'09" E ,. r , _�5•7�___ •OQ_ �54,QQ_ _5QQ0 _ 55.00 I Q st C3 NI 88`17 09 E _ 3 72.00 ro L18 N 19'14 50 E 40.92 R18 N 86'53 45 W NO. 5205 AND 23.00' FROM THE CENTERLINE OF EAST _ w _ w t w w ----`- ¢ ���'�Q'-- --��'�7 3 J n- 0 10 = 1 100.00 COPPER AVENUE _ _ o w ci �. I 72.00 o N cv 79 kv �•.- o L19 N 19'14'50" E 64.23' R19 N 82'30'55" W ~ �' c° o L20 N 4T5'16" E 14.43' R20 S 89'04'46" W ''� - - �" o w - 8.5 PUE �` a'. „I col 11 iV nom. o z: , o i-`n= -� O „ _ o Q C No 77 N ss'17as IE �, •n � o �n o ,n 8 J 45 55 --� 0 6 N , o_ t I �- 72.00 1 Z ' N 88 17 09 E R21 N 86 27 32 W 1 Mr- 2 1003 rte, 0 4 ►hO 5 0 d � „ rn °' b Q'oo b �' b Q' rn ~ 1�n M rn c�i 28 0 q C 1 C o o ro I R22 N 81'44'19" W 0 0 = n b 1 z I 100.00 I C 4 149.36'�' C] b C3 o rn z "� 10 01 o R23 S 68'17'22" W z z ,z ,z o U �o- 78 trn 3 01 0 C 2 C 3 44.36 50.00 55.00 45.00' z 5 41.48'C z C 7 �r _ cv �J RBoi C itD r �i 10 ,� R24 S 88'40;39; W `� LO 1 N 88'17'09" E `j R25 N 86'40 19 W z N1 N 89'24'16" W N 89'25'01" W 1 i R26 N 81'45'07" W (R=1047.00) C 1 ( ) (290.71 ) 290.84 �I �UT i C`' °=�; i o �� (Q=4T \"C :'I cd 100.00 o0 o Q=06'39'28' T=58.17' 0 �+ EAST COPPER � RIVER 32 06») T C8 A ,10 c �� o R27 S 80:19�52E , 1 T-63.1 0, - R=1000.00 L=116.20 194.35' '" 96.48' \ '`'I y -137-121 ,0 L=126 2 N 89'24'16" W 290-83'' (R� ti i z R1 9 `o'I� R28 N 68 15 03 E 10g0.O/�-� 0 » -'� R-- 00' T=121.79' L=242.40 � (S 89'25 01 E) ,3 ��� R29 S 89'43'05" W 3 4 IRON PIPE, DOWN 10", BRASS TAGGED LS 7680 �! , � ;., (290.71') 71 i� \64�p (RJ4� kq h �� N �3.2p, 1 R30 N ST09'08" W / _ R=1000. � �r 47'3 0 '� 40 L=242.44) 2 Og» )C r- G i 1 w r r, AS BEING A 3' OFFSET TO THE BEGINNING OF CURVE �o Q'13.53,27,) (R=100fl 00� ( r (�=4T S Ger 0789, 3 R31 N 84'09 31 W OF THE 953.00 RADIUS CURVE ON THE SOUTH SIDE U+,o 0_13 _ 32 05) �` 'C9 R32 N 80'59'34" W OF EAST COPPER RIVER DRIVE AS SHOWN ON ( = 53 00' T=116.07 L;231.00 N 89 24 16 W 245.62 .� "' R33 S 79'37'28" E AMENDED TRACT NO. 5205 AND 44.00' FROM THE -13 51'39 �Rg953•Q0') (L=231.05) (S 89 25 1 E) (245.60);�,.- :-�, R, 8 R34 N 79'21'29" E CENTERLINE OF EAST COPPER RIVER DRIVE X3.53'27') a o0 o a �'4'`6p O�00' �5�36 c .OR o Q=1723'07" (Q=1723'07") , rr 8 R35 N 88'57 36 W (�' o00 co 0Mo0 X00. �8' S Z R=150.00 (R=150.00) „ 3/4" IRON PIPE, DOWN 6", BRASS TAGGED LS 7680 %� �c8s T=22.93' (L=45.51') R36 N 86'25 49 W 3/4" IRON PIPE, DOWN 7", BRASS TAGGED LS 7680 AS BEING A 3' OFFSET TO THE NORTHWEST CORNER Q� ���9, J L=45.51' R37 N 71'39'36" W AS BEING A 3 OFFSET TO THE END OF CURVE OF OF OUTLOT K OF AMENDED TRACT NO. 5205 AND lr9) •�B, �,p E<R� R38 N 68'31'16" E 3/4" IRON PIPE, DOWN 6" IN CONCRETE, TAGGED LS THE 953.00' RADIUS CURVE ON THE SOUTH SIDE OF 47.00' FROM THE CENTERLINE OF EAST COPPER RIVER 4 < J A'02 " ' -� ` 4'O 1�5 ,'' R39 S 88'47 27 W 7680 AS BEING A 3 OFFSET TO THE BEGINNING OF EAST COPPER RIVER DRIVE AS SHOWN ON AMENDED DRIVE ` N r+ THE SOUTHEAST CORNER OF THE SOUTHEAST QUARTER R40 N 86'23'14" W CURVE ON THE NORTH SIDE OF THE 22' MULTI TRACT NO. 5205 AND 44.00' FROM THE CENTERLINE ;;: f;; �� 'y SO• `? ��� O?, OF SECTION 11, TOWNSHIP 12 SOUTH, RANGE 20 EAST, R41 N 71'16'52" W PURPOSE TRAIL EASEMENT EAST OF NORTH CEDAR OF EAST COPPER RIVER DRIVE :, J: �' '� O MOUNT D1ABL0 BASE AND MERIDIAN DOWN 14" j O. w w "' i r ` S e ��?' pd �SO??,�pJ S J CONFIRMED WITH TIES ON RECORD C R 05860 R42 79'49 05 AVENUE SHOWN ON THE AMENDED TRACT MAP N s4i-_ �ti'; !� N E 5205 AND 42.00 FROM THECENTERLINEN �' ►- _r.. - ly R43 ' OF EAST ' COPPER AVENUE W C 14 e.•� ',; r~ ::�(•• s•:.�'.,t:} �:�: 'ti•"• Q � S 88'44'59" W "'Lr' o o % ,, , ���� �\��9 OUTLOT C R44 N 86'15'55" W " » `""' o 0 3 4" IRON PIPE, ", •t �'\ SS �`�S N 41'33 25 E R45 N 68'11;14 E N 89'25'1" W (S 89'25'1" E S 01'05'32" W (S 01 05 32 W) o o / DOWN 7 TAGGED LS 7680 °�� 6' " (280.92)281.12 22.00' (22.00') o o AS BEING A 3' OFFSET TO THE SOUTHWEST CORNER �01�i �`26�0- k. 21.29' R46 N 85'21 30 W Z:z R47 N 88'31'20" W N " » z z OF OUTLOT K OF AMENDED TRACT N0. 5205 AND �`' J N 41'33'06" E N 89'25'1 W (N 89-25-1 W) (1209.96')1209.91` 20.00' FROM THE CENTERLINE OF EAST COPPER DRIVE ��-�'/ (R 06 33 59) � ho ( (21.29' ) R48 N 88'44'01" W N EAST b ;•� ` �R=600.00' � , ) R49 N 81'10'28" W _ _ C`' _ _ _ _ N _COPPER _ _ N 89'25'1" W (S 89'25'1" E) AVENUE L=68.76' T=34.42' R50 N 73'36'59" W F\fl S 89'25'1" E (S 89'25'1" E�- BASIS OF BEARINGS - - _ - - - _ _ _ _ _ 802.83' (802.80') R51 S 78'15'15" E i