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HomeMy WebLinkAboutT-5224 - Map - 6/23/2005 OWNER'S STATEMENT FINAL MAP OF THE UNDERSIGNED, BEING ALL PARTIES HAVING ANY RECORD TITLE INTEREST IN THE LAND WITHIN THIS SUBDIVISION, HEREBY CONSENTNo . SURVEYOR'S STATEMEN1 TO THE PREPARATION AND RECORDATION OF THIS MAP AND OFFER TRACT FOR DEDICATION FOR PUBLIC USE THE PARCELS AND EASEMENTS THE SURVEY FOR THIS MAP WAS MADE BY ME OR UNDER MY DIRECTION SPECIFIED ON SAID MAP AS INTENDED FOR PUBLIC USE FOR THEBRENTWOOD RANCH AND IS TRUE AND COMPLETE AS SHOWN. THE MONUMENTS ARE OF THE PURPOSES SPECIFIED THEREIN. CHARACTER AND OCCUPY THE POSITIONS INDICATED, OR THEY WILL BE SET De YOUNG PROPERTIES 5224 L.P. IN THOSE POSITIONS ON OR BEFORE ONE YEAR OF THE DATE THIS MAP IS a California Limited Partnership IN THE CITY OF FRESNO, COUNTY OF FRESNO, STATE OF CALIFORNIA THE HE MO , OR ANY TIME EXTENSION APPROVED BY THE CITY ENGINEER. TMONNUUMENTS ARE, OR WILL BE, SUFFICIENT TO ENABLE THE SURVEY TO BY: TEAM 5 PROPERTIES, INC. BE RETRACED. a California Corporation, as General Partner SURVEYED AND PLATTED IN MAY 2004 BY R. W. GREENWOOD ASSOCIATES, INC. CIVIL ENGINEERING — LAND SURVEYING 2558 EAST OLIVE AVENUE FRESNO, CALIFORNIA 93701 Ph. (559) 268-7831 THIS MAP WAS PREPARED BY ME OR UNDER MY DIRECTION AND IS BASED �O SAND S� UPON A FIELD SURVEY IN CONFORMANCE WITH THE REQUIREMENTS OF THE BY: CONSISTING OF FOUR SHEETS ,�� 'QL DYNAMICSSUBDIVISI,ON MAY 07, 2004 1 ERN MAP ACT AND LOCAL EBYNSTLATE THACES AT TNE REQUEST OFTH S FINAL MAP AND C4Jerry 14. De Yo Presi nt �� Fo SUBSTANTIALLY CONFORMS TO THE CONDITIONALLY APPROVED TENTATIVE SHEET ONE OF FOUR SHEETS J MAP. CHICAGO TITLE COMPANY, as Trustee LEGAL DESCRIPTION * No. 6945 Exp. 09-30-05 P • THE SOUTH HALF OF THE NORTHEAST QUARTER OF SECTION 9, AND THAT PORTION OF THE SOUTH HALF OF THE NORTHWEST QUARTER OF SECTION 10, "9�' �`IF ~ MARK W. GREENWOOD LS 6945 DATE BY: 7P1A �• TOWNSHIP 13 SOUTH, RANGE 19 EAST, MOUNT DIABLO BASE AND MERIDIAN, ACCORDING TO THE OFFICIAL PLAT THEREOF; EXPIRES: 09-30-05 Mark W. Borsotti, Vice President, Regional Manager m• ^ EXCEPTING THEREFROM ALL THAT PORTION OF SAID LAND LYING NORTH AND EAST OF THE SOUTHWESTERLY BOUNDARY OF THAT CERTAIN STRIP OF 6•/ BY. LAND GRANTED TO THE STATE OF CALIFORNIA FOR FREEWAY, BY DEED RECORDED NOVEMBER 7, 1958, IN BOOK 4134 PAGE 44 OF OFFICIAL RECORDS. Judy M. Peroldt, Assistant Secretory ALSO EXCEPTING THEREFROM THE FOLLOWING DESCRIBED PARCEL OF LAND: CITY ENGINEER'S CERTIFICATE NOTARY ACKNOWLEDGEMENT BEGINNING AT THE EAST QUARTER CORNER OF SAID SECTION 9; THENCE SOUTH 89' 21' 13" WEST, ALONG THE SOUTH LINE OF THE NORTHEAST I, MICHAEL T. KIRN, CITY ENGINEER OF THE CITY OF FRESNO, DO HEREBY QUARTER OF SAID SECTION 9, A DISTANCE OF 521.80 FEET; THENCE NORTH 00' 38' 47' WEST, PERPENDICULAR TO LAST DESCRIBED UNE, A DISTANCE CERTIFY THAT I HAVE EXAMINED THIS MAP, THAT THE SUBDIVISION SHOWN IS OF 47.00 FEET; THENCE SOUTH 89' 21' 13" WEST, PARALLEL WITH AND 47.00 FEET NORTH OF THE SOUTH LINE OF THE NORTHEAST QUARTER OF SAID SUBSTANTIALLY THE SAME AS IT APPEARED ON THE APPROVED TENTATIVE MAP, STATE OF 0�� SECTION 9. A DISTANCE OF 105.00 FEET; THENCE NORTH 45' 35' 02" WEST, A DISTANCE OF 16.53 FEET; THENCE NORTH 00' 31' 17" WEST, A AND ANY APPROVED ALTERATIONS THEREOF, THAT ALL PROVISIONS OF THE COUNTY OF DISTANCE OF 326.79 FEET TO THE POINT OF CURVATURE OF A TANGENT CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 278.00 FEET; THENCE SUBDIVISION MAP ACT AND LOCAL ORDINANCES APPLICABLE AT THE TIME OF ON THIS I� DAY OF 200_5BEFORE NORTHERLY ALONG SAID TANGENT CURVE, THROUGH A CENTRAL ANGLE OF 10' 15' 47 AN ARC DISTANCE OF 49.80 FEET TO THE POINT OF APPROVAL OF THE TENTATIVE MAP HAVE BEEN COMPLIED WITH AND THAT I AM ME, THE UNDERSIGNED NOTARY PUBLIC, IN AND FOR SAID COUNTY AND CURVATURE OF A REVERSE CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 222.00 FEET; THENCE NORTHERLY ALONG SAID REVERSE CURVE, SATISFIED THAT THE MAP IS TECHNICALLY CORRECT. STATE, PERSONAL PEA7A THROUGH A CENTRAL ANGLE OF 10' 15' 47", AN ARC DISTANCE OF 39.77 FEET; THENCE NORTH 00' 31' 17" WEST, A DISTANCE OF 120.22 FEET TO 0t ANO S. THE POINT OF CURVATURE OF A TANGENT CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 178.00 FEET; THENCE NORTHWESTERLY ALONG �'S MICHAEL T. KIRN, PLS 7609 SAID TANGENT CURVE THROUGH A CENTRAL ANGLE OF 60' 27' 27" AN ARC DISTANCE OF 187.82 FEET; THENCE NORTH 60' 58' 44" WEST A y� �GFROe �� CITY ENGINEER PROVED TO ME ON THE SIS F SAT ALTO EVIDENCE TO BE THE DISTANCE OF 63.82 FEET TO THE POINT OF CURVATURE OF A TANGENT CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 372.00 FEET; J �� P PERSON(S) WHOSE NAMES) CRIBED TO THIS INSTRUMENT AND ACKNOWLEDGED TO ME THAT _W EX�_L_UTED THE SAME IN �+1—� THENCE NORTHWESTERLY ALONG SAID TANGENT CURVE, THROUGH A CENTRAL ANGLE OF 28' 34' 26 AN ARC DISTANCE OF 185.52 FEET; THENCE * N0. 498 AUTHORIZED CAPACITY(IES), AND THAT BY S SIGNATURE(S) ON THE NORTH 32' 24' 18" WEST, A DISTANCE OF 55.04 FEET TO THE POINT OF CURVATURE OF A TANGENT CURVE CONCAVE SOUTHWESTERLY AND HAVING A INSTRUMENT THE PERSON (S), OR THE ENTITY UPON WHICH THE PERSON( )S RADIUS OF 178.00 FEET; THENCE NORTHWESTERLY ALONG SAID TANGENT CURVE, THROUGH A CENTRAL ANGLE OF 58' 14' 29% AN ARC DISTANCE OF * BY: ACTED,) EXECUTED THE INSTRUM T. 180.94 FEET; THENCE SOUTH 89' 21' 13" WEST, A DISTANCE OF 166.46 FEET, THENCE NORTH 45' 38' 47" WEST, A DISTANCE OF 12.30 FEET; THENCE �►1 P 'bE UTY DATE NORTH 00' 38' 47" WEST, A DISTANCE OF 152.42 FEET TO THE POINT OF CURVATURE OF A TANGENT CURVE CONCAVE SOUTHEASTERLY AND HAVING A OF CA%-%fO WITNESS MY HAND RADIUS OF 50.00 FEET; THENCE NORTHEASTERLY ALONG SAID TANGENT CURVE, THROUGH A CENTRAL ANGLE OF 38' 44' 22 AN ARC DISTANCE OF 33.81 FEET TO THE POINT OF CURVATURE OF A REVERSE CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 50.00 FEET; THENCE NORTHERLY AND RE OF NOTARY WESTERLY ALONG SAID REVERSE CURVE, THROUGH A CENTRAL ANGLE OF 111' 16' 55", AN ARC DISTANCE OF 97.11 FEET; THENCE NORTH 00' 38' 47" PLANNING COMMISSION CERTIFICATE WEST, A DISTANCE OF 4.36 FEET TO A POINT ON THE NORTH LINE OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF SAID SECTION 9; THENCE AAYWS,�4- 9"evirw" NORTH 89' 28' 02" EAST, ALONG SAID NORTH LINE, A DISTANCE OF 517.05 FEET TO THE POINT OF INTERSECTION OF SAID NORTH LINE WITH THE PRINT NOTARYS NAME SOUTHWESTERLY BOUNDARY OF THAT CERTAIN STRIP OF LAND GRANTED TO THE STATE OF CALIFORNIA FOR FREEWAY, BY DEED RECORDED NOVEMBER I, NICK , SECRETARY OF THE FRESNO CITY PLANNING COMMISSION, j� 7. 1958, IN BOOK 4134 PAGE 44 OF OFFICIAL RECORDS; THENCE SOUTH 45' 13' 15" EAST, ALONG SAID SOUTHWESTERLY BOUNDARY, A DISTANCE OF DO HEREBY CERTIFY THAT I HAVE EXAMINED THIS MAP, THAT THE V 1852.90 FEET TO A POINT ON THE SOUTH LINE OF THE NORTHWEST QUARTER OF SAID SECTION 10; THENCE SOUTH 89 51' 35" WEST, ALONG SAID SUBDIVISION SHOWN CONFORMS AND IS IN COMPLIANCE WITH THE IN THE COUNTY OF ' R� APPROVED TENTATIVE MAP, AND REQUIREMENTS IMPOSED BY THE FRESNO • SOUTH LINE, A DISTANCE OF 526.19 FEET TO THE POINT OF BEGINNING. CITY PLANNING COMMISSION AS A CONDITION OF THE ACCEPTANCE OF THE MY COMMISSION EXPIRES IRIS PROPERTY IS SUBJECT TO THE FOLLOWING: FINAL MAP. NOTARY ACKNOWLEUAEMI 1. SAID LAND LIES WITHIN THE BOUNDARIES OF THE FRESNO METROPOLITAN FLOOD CONTROL DISTRICT AND IS SUBJECT TO THE POTENTIAL OF THE PAYMENT OF DRAINAGE FEES AND/OR THE REQUIREMENT OF CONSTRUCTION OF DRAINAGE FACILITIES AS A CONDITION OF DEVELOPMENT, RECONSTRUCTION, ADDITIONS BY: STATE OF CALIFORNIA OR ALTERATIONS ASSOCIATED WITH SAID LAND. NICK IND SECRETARY OF THE FRESNO CITY TE COUNTY OF ����a _ 2. AN EASEMENT FOR DITCH PURPOSES GRANTED TO RAY A. HUMPHREYS, ET AL, RECORDED IN BOOK 398 PAGE 417 OF DEEDS. PLANNING COMMISSION ON THIS � DAY OF 200 , BEFORE ME, THE UNDERSIGNED NOTAR PUB IN AND FOR SAID COYNTY AND 3. A WAIVER IN FAVOR OF THE STATE OF CALIFORNIA OF ANY CLAIMS FOR DAMAGES TO SAID LAND BY REASON OF THE LOCATION, CONSTRUCTION, STATE, ERSOLLY APPEA LANDSCAPING OR MAINTENANCE OF A STREET, HIGHWAY OR FREEWAY CONTIGUOUS THERETO, AS CONTAINED IN THE DEED EXECUTED BY A. L. FUNCH AND v v ELLEN FUNCH, RECORDED NOVEMBER 7, 1958, AS DOCUMENT No. 72463, IN BOOK 4134 PAGE 44 OF OFFICIAL RECORDS. PROVED TO ME ON TH BASIS 0,I SATISFACTORY EVIDENCE TO BE THE 4. AN OIL AND GAS LEASE FOR THE TERM THEREIN PROVIDED WITH CERTAIN COVENANTS, CONDITIONS AND PROVISIONS, TOGETHER WITH EASEMENTS IF ANY, CITY CLERK'S CERTIFICATE PERSON(S) WHOSE NAME(S) SUBSCRIBED TO THIS INSTRUMENT, AS SET FORTH THEREIN, DATED FEBRUARY 25, 1970, RECORDED JULY 16, 1970, AS DOCUMENT No. 48914, IN BOOK 5802 PAGE 981 OF OFFICIAL RECORDS. AND ACKNOWLEDGED TO ME THAT EXECUTED THE SAME IN 4s" � I HEREBY CERTIFY THAT THE COUNCIL OF THE CITY OF FRESNO BY ! AUTHORIZED CAPACITY(IES), AND THAT BY-fit SIGNATURES) ON THE 5. AN ORDINANCE TO CHANGE THE BOUNDARIES OF CERTAIN ZONES AND THE ZONING DISTRICT OF PROPERTY THEREBY AFFECTED IN ACCORDANCE WITH THE RESOLUTION No.ZOOS-/Vfi ADOPTED AJA Y 200,5' , INSTRUMENT THE PERSON(S), (OR THE ENTITY UPON WHICH THE PERSON(S) PROVISIONS OF THE ZONING DIVISION OF THE ORDINANCE CODE OF THE COUNTY OF FRESNO, AND TO AMEND THE ZONE MAP ESTABLISHED BY SAID DIVISION APPROVED THE WITHIN MAP AND ACCEPTED ON BEHALF OF THE ACTED,) EXECUTED THE INSTRUMENT. ACCORDINGLY RECORDED MARCH 18, 1977, IN BOOK 6759 PAGE 808 OF OFFICIAL RECORDS DOCUMENT No. 27124. � �F FR � PUBLIC ALL PARCELS OF LAND AND EASEMENTS OFFERED FOR WITNESS MY HAND 6. AN EASEMENT OR LESSER RIGHT, AFFECTING THE PORTION OF SAID LAND AND FOR THE PURPOSES HEREIN STATED, INCLUDING INCIDENTAL PURPOSES, � � DEDICATION FOR PUBLIC USE IN CONFORMITY WITH THE TERMS OF DISCLOSED BY A SURVEY OR INSPECTION OF SAID LAND, GRANTED TO PACIFIC GAS ac ELECTRIC COMPANY AND PACIFIC TELEPHONE COMPANY, FOR POLES `� THE OFFER OF DEDICATION,AND APtVovED INE 484Aj0MWE1NT OL r#OSE AND TRANSMISSION LINES, AFFECTS THE WEST BOUNDARY AND THE SOUTH BOUNDARY. • O PvaLIC STREETS Awp/off h/QCIC f4SEMEMfS JVof SNowN OK fNE MRP A�Jo SIGN TUR NOTARY • REBECCA E. KLISCH, CMCam k A/otEO As 464NOowo ar rqf fiu,�G of twe Aw 7. MATTERS CONTAINED IN THAT CERTAIN DOCUMENT EXECUTED BY PACIFIC GAS kELECTRIC COMPANY AND LAND DYNAMICS, ENTITLED "CONSENT x' N CITY CLER • AGREEMENT", RECORDED APRIL 5, 1989, AS DOCUMENT No. 89036364, OFFICIAL RECORDS. p m C PRINT NOTARYS NAME f �/ ✓ 8. MATTERS CONTAINED IN THAT CERTAIN DOCUMENT EXECUTED BY CITY OF FRESNO AND LAND DYNAMICS, ENTITLED 'ZONING CONTRACT No. R-96-04" p4, p �� BY: OS �0 IN THE COUNTY OF n.� -- RECORDED DECEMBER 18, 1996, AS DOCUMENT No. 96166088, OFFICIAL RECORDS. 'P.�rEO Wt. U DA 3 - log 9. A NOTICE OF PUBLIC NUISANCE OR HOUSING VIOLATION ABATEMENT ACTION: NOTICE OF COSTS FOR ABATEMENT RECORDED JANUARY 10, 2005 AS MY COMMISSION EXPIRES -J DOCUMENT No. 2005-0005767 OF OFFICIAL RECORDS. 10. MATTERS CONTAINED IN THAT CERTAIN DOCUMENT DATED MARCH 3, 2005, EXECUTED BY CITY OF FRESNO AND De YOUNG PROPERTIES 5224 LP., RECORDER'S CERTIFICATE WEST BULLARD AVENUE ENTITLED 'AGREEMENT FOR EARLY ISSUANCE OF MODEL HOME BUILDING PERMITS FOR FINAL MAP OF TRACT No. 5224", RECORDED MARCH 3, 2005 AS DOCUMENT No. 20425 -Q 11.2 a 3-3 DOCUMENT No. 2005-0048774 OF OFFICIAL RECORDS. > 11. MATTERS CONTAINED IN THAT CERTAIN DOCUMENT DATED MARCH 17, 2005, EXECUTED BY CITY OF FRESNO AND De YOUNG PROPERTIES 5224 L.P., FILED AND RECORDED AT THE REQUEST OF irk jrj t Ar1lY.►Y1 � PROJECT LOCATION ENTITLED "EARLY CONSTRUCTION AGREEMENT AND SUBORDINATION FOR SEWER, WATER AND STORM DRAIN IMPROVEMENTS FOR TRACT MAP No. 5224", Th RECORDED MARCH 21, 2005 AS DOCUMENT No. 2005-0062291 OF OFFICIAL RECORDS. THIS a� DAY OF Aday 2000SAT MINUTES PAST 12. A STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT FOR LANDSCAPE MAINTENANCE FOR TRACT No. 5224, RECORDED Mau Zb_ 7 s O'CLOCK A.M. IN VOLUME -9A_ OF PLATS AT PAGES &fe G 9 DOCUMENT No. 2W.6-M U Z23FRESNO COUNTY RECORDS. FRESNO COUNTY RECORDS. 13. A STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT DEFERRING CERTAIN SEWER CONNECTION CHARGES, WATER CONNECTION CHARGES, URBAN _ WEST BARSTOW AVENUE lk GROWTH MANAGEMENT FEES AND DEVELOPMENT FEES TO THE TIME OF ISSUANCE OF CERTIFICATE OF OCCUPANCY AND CREATION OF LIEN FOR TRACT No. 5224, FEE: 1q. RECORDED rl.S DOCUMENT No. ZW FL-t2 J12 2 yo FRESNO COUNTY RECORDS. ROBERT C. WERNER, COUNTY RECORDER 14. A STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT REQUIRING FIRE PROTECTION MEASURES TO BE PROVIDED AND MAINTAINED FOR TRACT No. 5224, Z a RECORDED AACiLI 2a_ 2,6019 DOCUMENT No. 2005- D,I/ Z2 41 FRESNO COUNTY RECORDS. BY: OE "Ayr 4f AV A4r' DEPU REV. 04/12/05 SF REV. 04/01/05 SF WEST SHAW AVENUE 19. A STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT PROVIDING SPECIAL SOLID WASTE DISPOSAL SERVICES FOR CERTAIN LOTS REV. 03/03/05 SF WITHIN TRACT No. 5224, RECORDED MckLe ZD 20109 DOCUMENT No. 2,005• e1/22 V7 FRESNO COUNTY RECORDS. REV. 02/24/05 SF —I t REV. 12/13/04 SF 16. A STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT FOR TEMPORARY STORM DRAINAGE FACILITIES FOR TRACT No. 5224/UGM, Fb. 188/1 MC VICINITY MAP RECORDED AA L2 gi 2AT zees DOCUMENT No. 2005. 07[22 'Y3 FRESNO COUNTY RECORDS. Fb. 194/26 MC Fb. 226/4 RA NOT TO SCALE PLOT VIEW: FINAL[ AUTOCAD ID: 03123FTM.DWG 67 FINAL MAP OF TRACT No . 5224 NORTHEAST CORNER OF SECTION 9, T. 13 . LEGEND R. 19 E., M.D M .B.& M. OD FOUND 2" IRON PIPE, 18" DOWN -BRENT WO WITH CROSS SCRIBED ON CAP • MONUMENTS FOUND AND ACCEPTED AS NOTED. FOUND 3/4" IRON PIPE CORNER RECORD No. 6332 ON FILE wlT►+ THE FRESNO COUNTY SURVEYOR IN THE CITY OF FRESNO COUNTY OF FRESNO STATE OF CALIFORNIA 10" DOWN, NOT TAGGED ( ... ) RECORD DATA PER TRACT No. 4384, RECORDED NEST BULLARD I, NUE IN VOLUME 60 OF PLATS AT PAGES 23 & 24, FRESNO COUNTY RECORDS. SURVEYED AND PLATTED IN MAY 2004 BY R. W. GREENWOOD ASSOCIATES, INC. <N 89°31'11"E 2626.12') CIVIL ENGINEERING - LAND SURVEYING 2558 EAST OLIVE AVENUE FRESNO, CALIFORNIA 93701 Ph. (559) 268-7831 _ _ _. 8'Q� ?6 .5� _._._._. ._._. < ... > RECORD DATA PER PARCEL MAP No. 938, RECORDED < 9 0 IN BOOK 9 OF COUNTY RECORDS.RCEL MAPS AT PAGE 52, FRESNO CONSISTING OF FOUR SHEETS I NORTH 1/4 CORNE JSECTION 9, T. 13 S., I [ ... ] RECORD DATA PER PARCEL MAP No. 97-03, RECORDED SHEET O OF FOUR SHEETS Z R. 19 E., M.D.B.& M. Zr IN BOOK 58 OF PARCEL MAPS AT PAGES 36 & 37, . FOUND SWING TIES FRESNO COUNTY RECORDS. �I POINT FALLS ON MANHOLE Q (' CORNER RECORD No. 6617 ON �1 { ... } RECORD DATA PER PARCEL MAP No. 95-16, RECORDED Z �� WITH THE FRESNO COUNTY suRVE �` IN BOOK 57 OF PARCEL MAPS AT PAGES 70 & 71. FRESNO COUNTY RECORDS. << ... » RECORD DATA PER STATE HIGHWAY MAP RECORDED FOUND 3/4" IRON PIPE JANUARY 29, 1970, IN BOOK 1 OF STATE HIGHWAY 11" DOWN, TAGGED LS 4823 �`LGa '�>rF°� MAPS AT PAGES 85-107, DOCUMENT No. 6349, BASIS OF BEARINGS Rs'9�A_ FRESNO COUNTY RECORDS. I �' N RECORD DATA PER PARCEL MAP No. 2159 RECORDED - SCALE: ~ - 5THE SOUTH LINE OF THE NORTHEAST QUARTER OF SECTION 9, `°`° I ! ``' (( )) IN BOOK 17 OF PARCEL MAPS AT PAGE 26, FRESNO TOWNSHIP 13 SOUTH, RANGE 19 EAST, MOUNT DIABLO BASE N N N 99'24'38'E 2629.90' I ► . 500 250 0 500 1000 1500 3 3t- 1777.56' 3 COUNTY RECORDS. AND MERIDIAN, WAS TAKEN TO BEAR N 89 21 13 E. AS _ ' _ _ SHOWN ON TRACT No. 4384, RECORDED IN VOLUME 60 OF 00 "g I � THE BLUE BORDER INDICATES THE LIMITS OF THIS SCALEIN FEET PLATS AT PAGES 23 AND 24, FRESNO COUNTY RECORDS. oFOUND /4" IRON PIPE o SUBDIVISION. 8 17" DOWN, GGED LS 4823 I I O o I I r,7,, z z z I I 7' If ';s LINE TABLE E AND I s 7,�RE, LINE BearingDist. LINE BearingDist. ��� I L1 N 4 "W 16.53 L26 N 77"04'29"E28.49 TS I �♦ L2 N '44"W 63.82 L27 N 159"`5,3'1,5"`W 60.83 S►EF' s EASEMENT FOR PUBLIC UTILITY PURPOSES I ••;, GRANTED TO PACIFIC GAS & ELECTRIC COMPANY I RECORDED JULY 8, 1955, AS DOCUMENT I ! SOUTHWEST CORNER OF L3 N '44"W 51.42 L28 N 7' 1" 14.69 No. 47825, IN BOOK 3630 PAGE 280 AND 1137.50' �� PARCEL A, PM 95-16 L4 N600.58'44"W 12.40 29 4 1 1 ; 12.30 SEPTEMBR 30, 1955, AS DOCUMENT No. I I $, FOUND 3/4" IRON PIPE L5 N 32024'18 W 55.04 L30 N 53050'25"W 1.30 30' EASEMENT FOR PUBLIC STREET 66702, IN BOOK 3664 PAGE 267, ALL OF 6" DOWN, TAGGED RCE 12406 L6 N 32°24'18"W 20.78 L31 N 09002'27"W 12.35 PURPOSES GRANTED TO THE CITY OF OFFICIAL RECORDS OF FRESNO COUNTY I I 1k o .+ o ++ I I e �, L7 41 W 34.26 L32 38.00 FRESNO, RECORDED SEPTEMBER 28, 1994 i I '� � L8 N 4.5"36'47"W 12.30 L33 N 1°09' 12.30 AS DOCUMENT No. 94151441, O.R.F.C. I I o L� o o iv it o I v to) BARSTOW I UE "'h �` i670.57�� "' M 1543.68'[1543.75'] M L9 N o3 ;47MW 4.36 L34 N a 5; 1 MW 64.94 670.64 L10 N 000,35'34"W 2.09 L35 1 W 1.30 - _ 2 3E X26.19'- -- 2444 80T..•. - - - L 11 N 9;3 32.04 L36 N 1 w W 12.30 N 89'51'35 E 70.99 L12 N 44021 13 E 16.55 L37 N 65025'31 W 38.00 JL(N 89021'131 2633.14') I I I I III I 12055131 o ++ CENTER 1/4 CORNER OF I I I [N 89-36-43-W] MOST SOUTHEASTERLY CORNER L13 N 12 55 31 W 23.49 L38 N 69034'29"E 12.30 SECTION 9, T. 13 S., BASIS OF BEARINGS I I L14 N 2" 7.94 L39 N 1205,5',31" 13.80 OF PARCEL J, PM 97-03 R. 19 E., M.D.B.& M. FOUND 3/4" IRON PIPE o EASEMENT FOR PUBLIC ROAD PURPOSES EAST 1/4 CORNER OF FOUND 3/4" IRON PIPE 8" DOWN, TAGGED RCE 12406 L15 N 7904,3'1,3"E 29.46 L40 N 752'34"W 44.92 FOUND 11/4" IRON PIPE GRANTED TO COUNTY OF FRESNO, RECORDED SECTION 9, T. 13 S.• 6" DOWN, TAGGED RCE 12406 L16 N 41012'25"W 59.52 L41 N 4 ° 8'47"W 16.55 6" DOWN, TAGGED LS 2931 NOVEMBER 5, 1904, IN BOOK 328 OF DEEDS R. 19 E., M.D.B.& M. L17 N 440 1',30"E 16.54 L42 N 4,30,34',35"W 53.27 TIES ON FILE WITH THE AT PAGE 11, O.R.F.C. FOUND 3/4" IRON PIPE L18 N 4° "W 40.00 L43 N44024'58"E12.32 FRESNO COUNTY SURVEYOR FLUSH, TAGGED LS 6335 SPECIAL NOTE: 45028'30"'W L 19 N 16.51 L44 N 45035'02"W 12.29 CORNER RECORD No. 6429 ON FILE L20 N 44°31'30"E 16.58 L45 N 44024'58"E 16.56 WITH THE FRESNO COUNTY SURVEYOR THAT PORTION OF THE 30 FOOT WIDE AVENUE GRANTED TO THE COUNTY L21 N '46"W 40.00 L46 N 410,32'1 3.86 OF FRESNO BY DOCUMENT RECORDED NOVEMBER 5, 1904, IN BOOK 328 L22 N '22"W 11.00 L47 N 01"17'45"W 12.76 OF DEEDS AT PAGE 11, OFFICIAL RECORDS OF FRESNO COUNTY, WHICH L23 N 00035 1 22"'W 10.00 L48 N 84022'1 2"'E 12.76 IS NOT DELINEATED ON THIS MAP IS DEEMED ABANDONED, PURSUANT TO L24 N 120,52'1 "W 23.50 L49 N 41032'11 2"E :::39.65 SECTION 66499.20 1/2 OF THE SUBDIVISION MAP ACT. LL25 59.8917.50 C U R V E T A B L E RADIAL TABLE No. Radius Delta Length Tangent Chord No. Radius Delta Len th Tangent Chord No. Radius Delta Len th Tangent Chord No. Radius Delta Length Tangent Chord No. Radial No. Radial C 1 178.00 15629'23"' 48.12 24.21 47.98 C31 50.00 9301 1 24 81.32 52.86 72.65 C61 500.00 -5-0'0 3 53 436.90 233.50 423.13 C91 278.00 2005 1 42 11101.22 51.18 2100.66 R 1 N 81024'58"ER33 N °44'4 "W C2 278.00' - 10 1.5'47" 49.80 24.97 49.73 C32 50.00 28 21 27 24.75 12.63 24.49 C62 547.00 26"28'58" 252.83 128.71 250.59 C92 278.00 04 21 34 21.15 10.58 21.15 R2 *23'00"E R34 ' C3 250.00 10 15 47 44.78 22.45 44.72 C33 122.00 11 035'06 24.67 12.38 24.63 C63 455.00 11 011'33"' 88.88 44.58 88.74 C93 50.00 38044'22"' 33.81 17.58 33.17 R3 S 36037'1 6"'W R35 S 26032'14"'W C4 222.00 10 15 47 39.77 19.94 39.71 C34 150.00 11035'06w30.33 15.22 30.28 C64 465.00 26056'51" 218.70 111.41' 216.69 C94 50.00 257 28 44 224.69 62.32 78.00 R4 S 41°32'12"W R36 S 68°32'46"E C5 222.00 0800 45 31.24 15.65 31.21 C35 178.00 10005"09"' 31.33 15.71 31.29 C65 465.00 11 048'36 95.85 48.09 95.68 C95 50.00 09 34 06 8.35 4.18 8.34 R5 46027'09"W R37 N 401 1' C6 222.00 02012'02"' 8.53 4.26 8.53 C36 178.00 1103 06 35.99 18.06 35.93 C66 465.00 1500 15 122.85 61.79 122.50 C96 50.00 6300 1 32 55.00 30.66 52.27 R6 4'022'2,3"E R3848031'21"W C7 178.00 60027"27" 187.82 103.72 179.23 C37 50.00 131 42 54 114.94 111.55 91.25 C67 50.00 28-0-21-'27" 24.75 12.63 24.49 C97 50.00 57017'44 50.00 27.32 47.94 R7 N510,54'25"W R39 29003'47"E C8 150.00j"r 60 27 27 158.28 87.40 151.04 C38 50.00 16 38 19 14.52 7.31 14.47 C68 50.00 255030'50" 222.98 64.56 79.06 C98 50.00 57 17 45 50.00 27.32 47.94 R8 N 1 R40 1 °1 4"W C9 122.00 60"'27'27" 128.73 71.09 122.84 C39 50.00 68045'18"' 60.00 34.21 56.46 C69 50.00 9-2-w42'57" 80.91 52.43 72.37 C99 50.00 6300 1 31 55.00 30.66 52.27 R9 N 23016'45"W R41 S 03*42'47"W C 10 1 22.00 05"'05'43" 10.85 5.43 10.85 C40 50.00 46 19'17" 40.42 21.39 39.33 C70 50.00 95 11 21 83.07 54.75 73.84 C 100 50.00 07 16'06"' 6.34 3.18 6.34 R10 N 22028'5 1"E R42 N 39023'09"W C11 122.00 55 21 44 117.88 6 4.00 113.35 C41 50.00 22o26'1 3 19.58 9.92 19.46 C71 50.00 67 36 32 59.00 33.48 55.64 C101 50.00 04"50'22" 4.22 2.11 -'-4.22T R11 N 00°35'34"W R43 S 29°49'03"E C12 372.00 28034'26" 185.52 94.73 183.60 C42 50.00 05055'14' 5.17 2.59 5.16 C72 50.00 47"09'23" 41.16 21.82 40.00 C102 50.00 2303 1 05 20.53 10.41 20.38 R12 N 601 R44 S 33012'29"W C13 400.00 28034'26"' 199.49 101.86 197.42 C43 302.00 40013'16' 212.00 1 10.58 207.67 C73 50.00 12"36'43" 11.01 5.53 10.98 C103 50.00 146 42 54 128.03 167.27 95.81 R13 5° R45 N 9° 9'47"W C 14 400.00 12 30 56 87.38 43.86 87.20 C44 330.00 40 13 16 231.66 120.83 226.93 C74 50.00 34 32 40 30.15 15.55 29.69 C 104 50.00 37 29 01 32.71 16.96 32.13 R 14 N 7° 4' 4"W R46 N °1 "W C15 400.00 1 fi 03'3 0 112.11' 56.42 111.74 C45 330.00 05 03'33' 29.14 14.58 29.13 C75 50.00 27 07 36 23.67 12.06 23.45 C105 50.00 51*56'08" 45.32 24.35 43.79 R 15 1 N 5,3*42'2,3"W R47 N 30049'29"E C16 428.00 07036'00' 56.77 28.43 56.73 C46 330.00 10025'02" 60.00 30.08 59.92 C76 50.00 255"03135" 222.59 65.09 79.30 C106 50.00 07052'24"' 6.87 3.44 6.87 R16 S 57032'1 "W R48 N °05' " C17 428.00 11 608'33" 83.23 41.75 83.10 C47 330.00 10 25 03 60.00 30.08 59.92 C77 50.00 _-9-5'05'00" 82.98 54.65 73.78 C107 50.00 20 29 03 17.88 9.03 17.78 R17 S 11013'02"W R49 S 05029'09"E C18 178.00 58014'29" 180.94 99.16 173.25 C48 330.00 03 54 35 22.52 11.26 22.51 C78 50.00 97"15'15" 84.87 56.77 75.04 C108 50.00 10 54 00 9.51 4.77 9.50 R 18 N 33°3 '15"E R50 N 29000'1 4"'W C19 1 150.00 58 14 29 152.48 83.56 146.00 C49 274.00 *0"'l 3 16 192.34 100.33 188.42 C79 50.00 62 43 20 54.74 30.47 52.04'_ C109 50.00 21'1324" 18.52 9.37 18.42 R19 °4 4"W R51 N 8'47" C20 122.00 58014'T9' 124.01 67.96 118.74 C50 274.00 00 44 55 3.58 1.79 3.58 C80 50.00 47 55 59 41.83 22.23 40.62 C110 122.00 42010'59"' 89.82 47.06 87.81 R20 °17'1 " R52 N 5,5046'32"E C21 1 122.00 33 13 19 70.74 36.40 69.75 C51 274.00 16 32 19 79.09 39.82 78.82 C81 50.00 19 27 34 16.98 8.57 16.90 C111 150.00 42010'59"' 110.44 57.85 107.96 R21 05044'.5,5"W R53 62017'20"E C22 122.00 25 01 10 53.27 27.07 52.85 C52 274.00 16032'20" 79.09 39.82 78.82 C82 50.00 28028'25"' 24.85 12.69 24.59 C112 178.00 42010'59"' 131.05 68.65 128.11 R22 016'4,3"W R54 N 79-09'44"W C23 50.00 38 44 22 33.81 17.58 33.17 C53 274.00 06 23 42 30.58 15.31 30.57 C83 122.00 36 48 22 78.37 40.59 77.03 C113 178.00 084'592 1 27.93 13.99 27.90 R23 °4 "W R55 N 62017'20"W C24 50.00 151022'20"' 132.10 195.96 96.90 C54 500.00 40 13 16 357.00 183.08 343.83 C84 150.00 36 48 22 96.36 49.91 94.71 C114 178.00 17 42 15 55.00 27.72 54.78 R24 S 39°13'54"W R5fi N 73°11'20"W C25 50.00 111 16 55 97.1 1 73.14 82.55 C55 547.00 16 17 46 155.58 78.32 155.05 C85 178.00 36 48 22 1 14.35 59.22 112.39 R25 S 43°35'44"W R57 S 49°30'55"W C26 1 50.00 40005'25" 34.99 18.24 34.28 C56 453.00 4001 Y16 317.99 165.87 311.51 C86 178.00 18053'41" 58.70 2 9.6 2 58.43 R26 5 54047'17"W R58 5 07046'50"E C27 1 50.00 22"37'58" 19.75 10.01 19.62 C57 453.00 03054'35"' 30.91 15.46 30.91 C87 178.00 17 05441 55.65 128.05 55.42 R27 5 6 2 35 6' 7"W R59 5 29000'14" C28 I 50.00 23007'38" 20.18 10.23 20.05 C58 453.00 10025'03"' 82.36 41.30 82.25 C88 222.00 25"l 3 16 97.72 49.67 96.94 R28 7,30,54'43"W R60 N 1° 9' 6"W C29 50.00 116 15 49 101.46 80.43 84.93 C59 453.00 10 25 02 82.36 41.30 82.25 C89 250.00 25 13 16 110.05 55.93 109.16 R29 9° 8"W R61 N6,3057'1 1"W 30 50.0023"04'25"' 20.14 10.21 20.00 C60 453.00 05 03 33 40.00 0.01 39.99 C90 78.00 25 13 16 122.37' L62.19 121.3VA R30 S 27'046'05*W R6200*38'47"E 11 R31 S 64056'52" R63 "W R32 '47" REV. 04/12/05 SF REV. 04/01/05 SF REV. 12/13/04 SF Fb. 188/1 MC Fb. 194/26 MC Fb. 226/4 RA PLOT VIEW: FINAL2 AUTOCAD 1D: 03123FTM.DWG SPECIAL NOTE; - _ FINAL MAP OF THAT PORTION OF THE 30 FOOT WIDE AVENUE GRANTED TO ITHE COONTY I OF FRESNO BY DOCUMENT RECORDED NOVEMBER 5, 1904, Ih BOOK 328 / FOR LANDSCAPE OF DEEDS AT PAGE 11, OFFICIAL RECORDS OF FRESNO COU TY, ;Y ICH PURPOSES 30' FOUND 3/4" IRON PIPE IS NOT DELINEATED ON THIS MAP IS DEEMED ABANDONED, URS ANT TO ' OUTLOT V 11" DOWN, TAGGED LS 4823 A C O • SECTION 66499.20 1/2 OF THE SUBDIVISION MAP ACT. � 3305.30 S.F. 52 N 89.24'38wE 1335.19' / L10 C0 W (0.08 Acres) R9 -BRENTWOOD RANCH 35 80.00' 65.50' 65.50' 65.50' 65.50' 90.00' 118.23 , n 95.97' 119.33' Jr 161.14 4' ,Lg C28 280.81' 0 C27 •� '30/" ,^ / V'h G R11 13.96' °�,° N 89.21'13"E 363.05' N Rs ® 3 N _ N _ N _ N _ � ,?°%°v� �/ ® , '0%°�f " � 71 R,2 ® - HEST M�IVING AVENUE X14. ' IN THE CITY OF FRESNO, COUNTY OF FRESNO, STATE OF CALIFORNIA n ' N N o N N ori 172 h 'Npf `'�Y ,lv ' 'p', b N 299.88 ! N 177 8 176 n 8 175 0 � 174 � S 173 ? N 171 �`" ,n°' '��`3° 52.58'- -63.00'- 63.x0'- -63.00'- -58.30' o SURVEYED AND PLATTED IN MAY 0 4 Y R. GREENWOOD 1 g o � S 0 $ � 8 F 8 C81 a , ti„ Q 0 3 3 3 3 2 0 B W GEE WOOD ASSOCIATES, INC. �' I O R37 / d/! •� ,� , s�S• `�' • • �10'PUE• • I CIVIL ENGINEERING - LAND SURVEYING 2558 EAST OLIVE AVENUE FRESNO, CALIFORNIA 93701 Ph. 559 268-7831 J, ro ts'LE �- 1 3 . ^ J n Z i�do PUE z z z z C82 z ',C1 i, a// • / X08, $ w .44 8, ,.,/ 72 g 73 $ 74 $ 75 �; 76 8 O'PUE r ' °�� `4,1K CONSISTING OF FOUR SHEETS ' l� �-68.83'-- -65.50'- -65.50'1 -65.50'- 41.66'- R38 ® n 0� a'/ �„ 70 QJ`" ; vb.�i „� off' $ O $ 8 -00 0 rn N_89'06.9E 428.04 � c•� I /i� 7 s•�T• c�; ^ * ^. J� 10'PUE z N 89 Z 21 13 E z z I , 00 . N N 1 N � / -�_j ,� , eso, w�,d 110.74' 63.00' 63.00' 63.00• 67.00• I 3 SHEET THREE OF FOUR SHEETS oo /CST DO WOM 35.86' � oo C75 R36 1 v ��' 8 69 731• 2 59.74'3 60.00'3 60.00'; 60.00'; 60.00'3 rn N � .� • • = e e 10'PUE--I I r7 / 1 3 • 67.77'-- -63.00'- -63.00'- 63.00'- -63.00'- - ���i yi� S•?S' .�/ �"• p ULTIMATE I // N _` h /,�� / .�?� / M, 0� V 4 / t O aqo 8 to 00 O RIGHT-OF-WAY ' I 10'PUE R35 / /i v •� itp 1_ 0' w� 82 : O 81 r� 80 Mf �1 79 M �- 78 ori � 2$ �u/^���• 3 3 3 3 3 , , y 2 / '� w 0 • 0 • o • o o os z Lilt L EXISTING i it - M - iv . r+ _ cv _ 16.09 ! w/ G , e �°68 •� �.� C, L30 g g g o g 2 28' N N N N N / // `/ 18.72 1 RIGHT-OF-WAY ;� g ;4 g c g C $ .n g , °y, / /A �' s S' . �°' '\� v �' z - z 10'PUE z z I I SEE SHEET FOUR FOR LEGEND. 185 ;� 166 , 167 , 168 , 169 , 170 .;� �/ ��ti �.� �p3� '� ,�'�' 60.00'- �so.00'- -60.00'- -60.00'- -58.30'-J ' ri n ri n ri n �i / ?. �/' b '� �.i-- N $ � $ � g � g g ,/ a 6). �b �/ �� / � � 317.02' ��9 � •�� SEE SHEET TWO FOR CURVE, LINE z 2 Z w z z // a O p CS 67 q ���h L33 b 203.16 N �� AND RADIAL TABLES. 353.73 _ o , N 89 24 38 E• / # / , ? 13 ,�1• „�. b / ST Cb N 09021'1 3 E 556.89 QO tiEW 00 oo C'J g m 100.00 63.00 63.00 63.00 63.00 89.141 // ,v4 , 0 g3?-p• w ,b �•`' , �S ry 556.89' ® c.i R6 O� N t I 96.00' 119.14'% '� 68 1e3�, �, �v'� R40 --C87_ _ _60.00'- -60.00'- -fi0.00'- -60.00'- -60.00'- -60.00'- -60.00'----60.00'-- -56.73o 2, C20 fn N I 15'LE sW A' 6J• / B 10 �• 4+ k PUE 3 / 4, / s�5, ® ,moo N 20.16' 3 3 1o'PUE 3 3 3 3 3 3 3 �\ w N _ N - e '� ,1..��� � ,'oo,� 'so. :�?w orb .. 83 � � � ' t ' � - � ' � S � S � 8 r $ � g 93 '`��• c�' SCALE: 1 = 100 Z, N 00 161 •► ti to �� �, ao S S 8 S A) � N N . , ti �° �� o , • M Ili ,�; gri "' '' �' o 100 50 0 100 200 300 �' �, J pA d ai 84 85 86 87 88 g 89 90 , 91 , 92 ; Q) C' 164 8 163 i 162 160 ! 8 .� o 0 o O o o o o a s N ' a f � es•65 z o . GF 8 � 8 � � , w g � S � g ' '` 94 ��� - 35 0 9 2 / n / 8' Z 2 1 $ C73_ ry ,' , ?S• - 2 7.38 Z z z N 89'z 21 13 E z z z z z o p I 30' I Z DC7 - R32 // /.3p '11•N. ��1r / B' / ( M M= _ QQ ® z 1o'PUE z R34 `• ; ,� 6�, ��ni oo• fit, , 3� 50.00 110.00 60.00 60.00 60.00 60.00 60.00 60.00 60.00 6000 50.00 <� SCALE IN FEET l -68.83'-- -63.00"' 34.65' 14 R33 n-► //' �' J 64 / g�^bh W 60.00 3 60.00'; 60.00'3 60.00 3 60.00 3 60.00 3 60.00'3 60.00 3 60.00'3 100.00' !� 1� g��' .� .3 ,#'� it 166.4$ ® a' / Ni tiry J / l X5.3 $ "� " o . t - - - - - iv �► Q� ��PJ O>>�`SO�S �`' 4'38'E 286.61' a° I, °�, ,8 .3p 1 M, w`V �!^� 125 '� $ $ g ao g $ g g g 115 - " 89� - ---� ,ti ,' �' / ,' �; �; �; �; 120 119 P 118 �117;> x; 116 t �� oh S 95 ' FEST N�REN UNE 1 � o ' ® Na124 ,°� 012300122oa12180 0 0 00 00 0 114 L46 ,-- r- - - r t C`' 192.53 C67 R31 �' / �, 63 / L35 0 8 0 0 $ g 0•PUE� O O S c1o2 R51 t �R I REMAINDER 85.18'--- --80.00' - - -_ i r ry h r , e5�? 8 R62 z z z z z z z z z C101 z �C104 E N r-- 9- M S' , �O 24 b5' �, �, c I 881 580.02 S.F. -G6 / * Jg i 1 51 ni '- -65.62- -60.00- -60.00- -60.00- -60.00- C610.00'-"-60.00'- -60.00- -55.78- �d �"� • ?8 / J R29 1o'PUE -R3o / .� J� / VOID' w /�D �3 N G 6 1?g 3' w 2B• L48 I ( ) 3 3 / ,ii Jb / m C 67 N A I 3 ?8 �y/V 20.24 Acres { 1 ® 541.40 0o R50 O �Q i I cNv CO N 27.35 !! ! o� ! +� 62 / 89 ® 4 -MEST _ �ENOV00 N 89'21'13"E 598.90' _ N _SNE _ R49 -,o' I-�� �, R52 g R61 g $ / ./i h g , BS g , �. `� 342.90' bo 256.00' 0 113 co v /^ 157 r'%i ei 158 � ri 159 ! ti -ti / / , �s 3 . C90 • �9 N 182.60' V c 106 Rho V V l� I I o M ! ^y 2 r ,8 , 1 N, �M o 1 306.20 le �, !d o N 89.21'13"E N 89'21 13 E V L4 I 0 0 / 1`� ,c1% / 00' , __ I 91.30--- 91.30-- �a �. �o ^ `Y40 - 90 -68.00-; -68.00'-3 -68.00-3 -66.30- , I to'PUE o I - R54 I 9.198 r- 3 � IR z z ' ry ! 61 � b�v 126 R41 = = o PUE . = I 28' 28' g $ 101.84 107.19 _1 B / ac o C 107 g �' N 89-21-13-E 2 J / .� y "� S N n _ n . n _ 80 00' 80.00' 92.60' / `1s. h BS �• , -'°r4 ;� t $ + g 8 o N r• �D 33 'm 28' 28 112 97 °f o,o'PUE-��c+ �► I �' /� / 1,� 31• •� / �s, ID a0 h 0 , w 04 � 105.00 � 156 N 89'21 13 E t 9 o N 89°24'38"E 252.60' / rr 69• �/cV / •qD, »' ,�O o� 8 l pg 31•N, �� 155 v 154 � ,g, 153 0 152 I 'N 09.21'13aE I N 89.21'13'E N 89.21'13'E`'' 8 g N \ N N N h ^/ ,b // 60 / M b' �' ^ti o 0 0 8 r o0 $ I 100.00' 100.00' I W I® 1 105.00' 105.00' W I Mi 7 j 'h !! •� b BS r' 127 Z N 89•Z 21-13-E z z 10'PUE I 8 p , $ S $ rc R2 na' 1 s'LE I o$ g g 32 11 1 98 I N 89`21'13'E N 89•ZS'43wE k PUE !i 0 ti� ,00 ,' 1 X531• z •, N e5� A 8 97.75' 79.00' 68.00' 68.00' 75.00 m to 35 ,n 0 o O 105.00' 105.84' g w w •„M ,� , pD, N• ,�o 1 5;31• �h 98.00' 61.00' 61.00' 70.00' 1 $ I to w I ro ro w �jD I 1 N 89.2113E N 89.2113E N 89.2113E OUTLOT A 30,, ^ J 1 , �,�, S �§, oa w 8 z N N c 10 z ` 35 R27 FOR FUTURE / `\' ti , 59 / /ry'"� �''� o O0 �' r, 3 3 3 I N 89.21 1t3'E `I 8 8 i2.00 ,, Q aIs ,� ,I, � N• n _ n . n _ 100.00 1x0.00 I I 105.00 105.00 I t 6 ri 10 ! DEVELOPMENT °tv z i , S h 128 147 o n 59 g g ; g tO � R 30 30'�'j Ca,, �� 30,718.74 S.F. ,j _ti /�1�631. ry• /y as �, g ���, �, �148N 8149 $150 ° 8 151 g g g g 31 N 0 110 g 99 0 N 89*21'13"E N 89.28'43wE N NI \ (0.71 Acres)i /� ,^� / j 8/ L fqD. /b I ?531►2 bh• J8 ?�� �_'S$ o• O o o I� w 'ID r° w r `I° 105.00' 106.18' 0 0 M) I i'� / �,, / , 09�, l�► J9, y _ .f N $ $ $ , w N 89'21 13 E I N 89.21 13 E °�i N 89.21 13 E I I 3 N N • 10'PUE N 89'21 13 E CQ `° Z ,Z - ,Z - ._� 1oo.ao' 100.00 I ,; _�_o o,P°E 0 ,o°u°Q�' S 5 8 r"' 11 Igi R26 � �Of // N J `'� Q N R46 0 _ : O Rom Cur- A 8 ` 129 "� 148 ab R47 s 1.00 s 1.00 s 1.30 ti9 8 8 _ t g z 8 S w I II► �o / C9 �• N 30 C4 � 0 109 0 100 0 Q I N 89'21 13 E N 89'28 43 E 12.00' ® ^ V R48 '3 206.32 ao 8 37 ,D e Z 1 '4s ' ?8 ! ,% �J Aj? N 89'29 25 E i + N 89'21 13 E 305.60 _ ` i �O `O 3- I 0- ao '�O ' o 73, ' 'a �► �• '�J• ��. �' ® ® w 4o N 89'21 13 E I °,� ,n$ N 89.21'13wE N 89'21'13wE 'a*�I a, _I 105.00' 105.05' I I � L14 J ! 57 R14 8' 124.07' v oo N 89•Z1 13 E t I 105.00' 105.00' 1 5'06, n "E L15 , h NEST ABJNW7i0 0 UNE 100.00 S S $ ,� - r'Q' R25 4, 25.00'C38 ,yry 28' o� R45 c� R42 3 206.32' �' l f'-I ao °g 3°� ,+; 4 ri 12 v 1 N 79 Iµ ?• + Dj' '�� R43 C9 A 100.00 t0'PUE g g g t ♦ tD (o z C6 I R� 89.56'14•W V / ^ 130 4, sJ 'ti 145 - -62.00'- -62.x0'- -61.30'-, I- ��to'Put o g g $ 0 108 0 101 0 n I N 89.21'13"E N 89'28.43"E T I 0 ^b r 128.63' r !° i M^ `�'�•�' e� '�3"� 3 to'PUE; 3 g g n,o 29 w '° '° w `I° t o�' 3p. R t s �o ? C�, �•1� � � it 38 I I Z N 89.21 13 E N 89.21 13 E I 105.00' 1 11.72' 6 ! / "� J n n _ n _ rD �D N 89'21 13 E F�� R 1 0 v v I �f ® + tig .,o' ,�, a N 6 33,�,, o g g '� 8 n o w I 105.00' 105.00' I g 8 10'PUE 8 I ll I Q ,� J �O R N 89 21 13 E 100.00 V 28' Y8' ! 131 ,�P. �,, , ti . ., m o �; 13 R16 �0,, �, y.�• d 144 �b �o� N 142 141 1 S ,;g 1 100.00 co 8 28 8 107 g 102 g z to t 20.00' ` r g,• r ( ! wE, o 'o o °j �, 4o 'ti' 143 g g g n - N �i to 40 t0 I N 89'21'1 3 E N 89.28 43 E R24 N ! •1g 1 �� ° �9 Se' 19.00' ^� Z Z z 10'PUE- 4 t $ 8 8 40 40 I 1 N 89*21'13'E N 89'2113wE I II I Spy ► w 8� • N�1 4� C� �3z fa- '` 132 mob, '�,. 2 1 og M vi 39 di N 89'21'13"E I I 105.00 113.77' i 31 „ , X33 R 17 \/.�? �•� VL 105.00 rD '° ?tO I 105.00 105.00 1 0 o I I I OUTLOT "b , �F 69, ,\\ c41 ° `w '?• ,y%% W Cop S N S 8 143 8 2 wi 14 ! \ ,� 55 ? o b' 0 62.00' 6 2.00' 6 2.00' 6 2.oo' 70.00' i t I g N 89'21 13 E _ 1 xa.oo $ 106 0 � wi 0 FOR FUTURE / . �, .� �. '� , O FIs DEVELOPMENT/ ,o'PUE �► P 4h O� ,\g ?. , �,� 0 3 - n . r. . n _ n _ z 100.00 27 Zt o w o i t I I R •Q� Bj. ? �r , 2 133 :`� - . 3 3 N 89'21 3 13 E 3 , ' �; ri 'D I w 42Ul) ,933.83 S.F. / b�' 10'MPE / gyp ; R1 1. �� �` R 19 •`r o t t t + S� 28' 28' 8 g Co tO ' N 89.21 13 E N 89.21 13 E N 89'21 13 E N 89'28 43 E C �.( ,��, B .> ti ,� M S 0 g ao g ,ri 40 vi N 89.21'1 YE 1 ® i 105.00' 113.63 I I I (0.99 Acre / J• �� �'' O .�• ., 134°r� r: P o; � �D _� 105.00 105.00 1 ;� 1 / 54 135 9 136 8 � 137 138 139 g ,� •3J, \\�� A/ .'y• 'oo �; �� C3�\2 R20 8 0 g o 0 � � 0 �N 89'21'13•E 100.00, I 28 28 8 r0i, L 14 h^ Q5 Z�, R $ 0 8 S I I In 100.ox' 2 Rs� , ,005 8 104 2$' 28' 0 1 o'PUE o 15 w / LZ6 \ '• ,�0,yq ry,5. •� •�. 21 Z Z Z 10'PUE z I _ $ 26 I ,� se t --- ri 1 d `i '�O, j�• �� ? 53 •�l°�, 'C'� C49 CS? C53-31. -62.00'_ 62.00'- -62.00'- -61.30'_) q $ g C108 U o �---96.30"+-- ---96.30'---� q ! ---96.30-- 104.78-_` ky I°� I °p1 /' 6�' �? 'I• .•5'` s �c4 �'� � 41 29"E !� �' a 201.0$' ! 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Q , O' , ,! \� \ h or 0483 3 3 10'PUE3 I , . <<v R58 W _ 3 3 3 10'PUE 3 3 3 3 10'PUE-+-I Z f.' 4J / // r 2� ti , , �` "7 0 n _ n _ n . n _ n n n .' 20.00' 1 ? .� . • , N 89.21 13 E WW / ti � , 50 n $ n n t f o 1 0 mt tg tg t t ! �' ! ems. s� o �; 49 T 8 t 8 $ $ $ m $ Z 100.00 � .c�o'� t r o O / / 3 . / .► n c6 ° N • 48 : 47 46 45 N �' •U 8' 137.50• cE t) I / M o _ -A N °� g 22 °� � 21 °� � 20 °dad 19 °� S 18 °� $ 17 °fig 16 M / O Jif W TLOT ` "� _ • _ • _ ' • O 'T 24 . •- 0 - PGA TOWER 0 0 0 I 43 $ �• .r 8 23 $ 8 O S 8 8 1 / / ' \�\� ` w N O N O N O N O N aC h 0 00 15'LE I os pO I EASEMENT 10/�, FOR FUTURE DEVELOPMENT �\ \ � _ O 15'LE 10'PUE-� 15'LE a0 Z Z Z to'PUEZ Z Z Z I 28' g8' I _ / 6�• 69, ,app 61,770.57 S.F. �� C56 =�5_B--N ? 1o'PUEz •z z I 28 28' I - - - - - - - - - r (/f (1.42 Acres) `\� -- •----Z r ' ® _ 057=37.48 60_00- 60.00 60.00'= =58.30= �ry lit= -88.30 __ _=135.10----- --75.00_ =60_00- -60_00= 60.00- =60_00^ -60.00- =60.00 58.30_ /A ` C'S '� 275.78' 716.70' ` r N o0�$'47"W r d v o 47.00 3s.41' - iJ ,' �� .� o ,� R62 .r_ WES T BARS TO W 796.00• A VENUE o ., ►� • 537.31 .... .. _ 7.73' .7 ' ") ' / 489.71 221.83' 315.48, 940.80' o 14,3. 5' o R z 2-� �.� L - - o EXISTING RIGHT-OF-WAY r- N 89*21'13"E 2111.27 I (N 89°21'13"E) BASIS OF BEARINGS I i I REV. 04/12/05 SF 1 REV. 04/01/05 SF / EXISTING RIGHT-OF-WAY-7PROPOSED RIGHT-OF-WAY I I REV. 02/24/05 SF REV. 01/26/05 SF ' I ' CENTER 114 CORNER OF 5 2 , ) I SECTION 9, T. 13 S.. 2 2 REV. 12/13/04 SF / I R. 19 E/' M.D.B.& M. 36 35 ` 34 23 22 2� 2� 19 1a 1� I I Fb. 188/1 MC FOUND/11/4" IRON PIPE TRA No. 21 I TRACT o. 4384 1 I � Fb. 194/26 MC r, Dolt. TAGGED LS 2931 PHASE III OF TENTATIVE TRACT No. 4384 PHASE I OF TENTATIVE TRACT No. 4384 Fb. 226/4 RA VOLUME 68 OF PLATS AT PAGES 1 AND 2, FRESNO COUNTY RECORDS VOLUME 60 OF PLATS AT PAGES 23 AND 24, FRESNO COUNTY RECORDS PLOT VIEW: FINAL3 AUTOCAD ID: 03123FTM.DWG 1 FINAL MAP OF TRACT I I i No . 5224 C26 -BRENT WO OD RA NCH I I I I L9 517.05' FOUND 3/4" IRON PIPE I 17" DOWN, TAGGED LS 4823 I I IN THE CITY OF FRESNO, COUNTY OF FRESNO, STATE OF CALIFORNIA 14.30' 4j' ® I .0'` I SURVEYED AND PLATTED IN MAY 2004 BY R. W. GREENWOOD ASSOCIATES, INC. O I I SCALE: '~ _ '��� CIVIL ENGINEERING - LAND SURVEYING 2558 EAST OLIVE AVENUE FRESNO, CALIFORNIA 93701 Ph. (559) 268-7831 �' R7 I I � Y6 I 100 50 0 100 200 300 CONSISTING OF FOUR SHEETS NI ME .; 2 I I SCALE IN FEET SHEET FOUR OF FOUR SHE w 00 M I w �8 I z I I LEGEND 77 2s' I I • MONUMENTS FOUND AND ACCEPTED AS NOTED. 28' I 137.50' (E1) O SET DURABLE PROPERTY MONUMENT PER CITY STD. P-36 _ �^ OWER °O I PEAASEGAMENT I ^ ` • SET WITNESS CORNER PER CITY STD. P-37 N 89021'13"E _ W-ST DOVFW { ® � � I I ® INDICATES AREA NOW OFFERED FOR DEDICATION FOR \ I NO PUBLIC STREET PURPOSES. I ( SEE SHEET TWO FOR CURVE, LINE PUE INDICATES PUBLIC UTILITY EASEMENT NOW OFFERED FOR 39 90 91 92 93 I I I AND RADIAL TABLES. DEDICATION FOR PUBLIC USE. MPE INDICATES MULTI—PURPOSE TRAIL EASEMENT NOW OFFERED 94 I I i FOR DEDICATION FOR PUBLIC USE. I { i LE INDICATES LANDSCAPE EASEMENT NOW OFFERED FOR DEDICATION FOR PUBLIC USE. INDICATES RELINQUISHMENT OF DIRECT VEHICULAR ACCESS q5I I I RIGHTS BY THIS MAP. �?' I REMAIND I v � INDICATES RIGHTS OF ACCESS TO OR FROM THE STREET GROS6 I OR HIGHWAY ABUTTING SAID LAND HAVING BEEN SEVERED 927,611.11 S.F. I I BY THE DOCUMENT RECORDED NOVEMBER 7, 1958, AS (21.30 Acre') DOCUMENT No. 72463, IN BOOK 4134 PAGE 44 OF OFFICIAL RECORDS OF FRESNO COUNTY. � ti I 896,618 63 S.F. I G'� I (20.58 Acres) I 4- E1 EASEMENT FOR PUBLIC UTILITY PURPOSES GRANTED TO PACIFIC GAS & ELECTRIC COMPANY, RECORDED JULY 8, 1955, AS DOCUMENT No. 47825, IN BOOK 3630 PAGE 280 AND SEPTEMBER 30, 1955, AS DOCUMENT No. 66702, IN I •'r�• BOOK 3664 PAGE 267, ALL OF OFFICIAL RECORDS OF 9 I eJ� I FRESNO COUNTY. Cl SEE CURVE TABLE ON SHEET FOUR. II I Li SEE LINE TABLE ON SHEET FOUR. 10 12.00' I 3 �i•I I R1 SEE RADIAL TABLE ON SHEET FOUR. i (R) INDICATES RADIAL BEARING. gI I 1 1 z I ! " THE BLUE BORDER INDICATES THE LIMITS OF THIS SUBDIVISION. 12.00' I I NOTE: 12 ( N 79Al2 "E I SET 3/4" IRON PIPE, 30" LONG, 6" DOWN, TAGGED LS 6945, I OR WILL BE SET WITHIN ONE YEAR OR ANY APPROVED EXTENSION THEREOF, FOR ALL LOT CORNERS, BLOCK CORNERS, AND THE 13 28' 6' I I BEGINNING AND ENDING OF ALL CURVES. 20.00' 14 NORI BRr N 1 �, I I 1 A VENUE `)0 701 1 w 15 I i ASF BEST PORTALS F I A V£1VUE ® 8 zIbK I EXISTING ; ® I w I I RIGHT-OF-WAY I � I N LSo� I 20.00' g 1s I 137.50' (El) I EXISTING I PG&E TOWER I RIGHT-OF-WAY I EASEMENT I FOUND 3/4" IRON PIPE FUTURE RIGHT-OF-WAY I 28' R$' 17' 6" DOWN, TAGGED RCE 12406 BAR sTj'}w I 1 II �I X105.00' N 00'38'4rW 17.00' IE I 1,- 521.93' 0 496.24' o — — — — —� I — — — — — —666.60_ —•— —•—•—.—. —. —. —.—.—. —.—•—•— — —.M —. —.—.—.—.—.—.—.—.M —.��' —.—. —.—.—.—.—.—.—.— — — — — - I I I 52180 BA RS TO W AVENUE 0 N 89'51'35"E 526.19' I / I CENTER 1/4 CORNER OF I IS SECTION 9, T. 13 S., EAST 1/4 CORNER OFREV. 04/12/05 SF R. 19 E., M.D.B.t M. I I ISECTION 9, 13 S., REV. 04/01/05 SF FOUND 11/4" IRON PIPE I .D DETAI L MA" 6" DOWN, TAGGED LS 2931 I I R. 19 E., M. IRO { FOUND 3/4" IRONN PIPE I REV. 01/26/05 SF SCALE: 1" 30' FLUSH, TAGGED LS 6335 REV. 12/13/04 SF Fb. 188/1 MC = I I I I - -- - - -- - - -- - - -- - - -- - - -- -� I I ! Fb. 194/26 MC Fb. 226/4 RA PLOT VIEW: FINAL4 AUTOCAD ID: 03123FTM.DWG