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HomeMy WebLinkAboutT-5412 - Map - 10/5/2005 FINAL MAP OF SURVEYORS STATEMENT (SMA 66441 AND 66442.5(a)) OWNER'S STATEMENT (SMA 66436.5(a)) TRACT NO . 5 12 THE SURVEY FOR THIS MAP WAS MADE BY ME OR UNDER MY DIRECTION AND IS TRUE AND COMPLETE AS SHOWN. THE MONUMENT 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 IN THE CITY OF FRESNO ARE, OR WILL BE, SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED. SAID MAP AS INTENDED FOR PUBLIC USE FOR THE PURPOSES SPECIFIED THEREIN. FRESNO COUNTY, CALIFORNIA �, WNp THIS MAP WAS PREPARED BY ME OR UNDER MY DIRECTION, AND IS BASED UPON A FIELD SURVEY IN CONFORMANCE WITH THE REQUIREMENTS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCE ����� C o AT THE REQUEST OF LAFFERTY GDCI FRESNO, L.P., A DELAWARE LIMITED PARTNERSHIP, ON AUGUST LAFFERTY GDCI FRESNO, L.P., A DELAWARE LIMITED PARTNERSHIP SURVEYED AND PLATTED IN MONTH, YEAR W � � 2005, 1 HEREBY STATE THAT THIS FINAL MAP SUBSTANTIALLY CONFORMS TO THE CONDITIONALLY cn APPROVED TENTATIVE MAP. BY ING1rEL13 — BRAUN & ASSOCIATES No. 6619 BY: LAFFERN/LANDCASTLE, A CALIFORNIA LIMITED LIABILITY COMPANY, IT GENERAL PARTNER * Exp. 12-31-2005� CONSISTINGOF THREE SHEETS `�rF o �F���` BY. SHEET 1 OF 3 SHEET$ F CAS JEFFREY C. INGELS PLS 6619 EXP 12/31/2005 RICHARD S. LAFFERTY, MANAGING MEMBER DATE: FIDELITY NATIONAL TITLE COMPANY, AS TRUSTEE LEGAL DESCRIPTION THAT PORTION OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 14 SOUTH, CITY ENGINEER'S CERTIFICATE (SMA 66442) RANGE 21 EAST, MOUNT DIABLO BASE AND MERIDIAN, IN THE COUNTY OF FRESNO, STATE OF CALIFORNIA, PRINT NAME & TITLE: PRINT NAME & TITLE: ACCORDING TO THE OFFICIAL TOWNSHIP PLAT THEREOF, AND DESCRIBED AS FOLLOWS: OF AUTHORIZED SIGNING OFFICER I HEREBY CERTIFY THAT I HAVE EXAMINED THIS MAP, THAT THE SUBDIVISION SHOWN IS SUBSTANTIALLY THE SAME AS IT APPEARED ON THE APPROVED TENTATIVE MAP, AND ANY APPROVED ALTERATIONS COMMENCING AT THE EAST QUARTER CORNER OF SAID SECTION 10; THENCE SOUTH 00'09'15" EAST, ALONG THEREOF, THAT ALL PROVISIONS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCES APPLICABLE THE EAST LINE OF SAID SECTION 10, A DISTANCE OF 1336.03 FEET TO THE SOUTHEAST CORNER OF THE AT THE TIME OF APPROVAL OF THE TENTATIVE MAP HAVE BEEN COMPLIED WITH AND THAT I AM NORTH HALF OF THE SOUTHEAST QUARTER OF SAID SECTION 10; THENCE SOUTH 89'49'24" WEST, ALONG SATISFIED THAT THE MAP IS TECHNICALLY CORRECT. THE SOUTH LINE OF SAID NORTH HALF, A DISTANCE OF 750.11 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 89049'24" WEST, CONTINUING ALONG THE SOUTH LINE OF SAID NORTH HALF, A DISTANCE OF MICHAEL T. KIRN, PLS 7609 970.04 FEET TO A POINT ON THE EAST BOUNDARY LINE OF TRACT NO. 4598 RECORDED ON 2004, CITY ENGINEER IN VOLUME OF PLATS AT PAGES) FRESNO COUNTY RECORDS; THENCE NORTH 00'10'36" WEST, ALONG THE EAST BOUNDARY LINE OF SAID TRACT NO. 4598, A DISTANCE OF 482.00 FEET; THENCE SOUTH 89049'24" WEST, A DISTANCE OF 57.62 FEET TO A POINT ON THE EAST BOUNDARY UNE OF LOT 30 OF SAID TRACT NO. 4598; THENCE NORTH 0010'36" WEST, CONTINUING ALONG EAST BOUNDARY LINE OF BY: LOT 30 OF SAID TRACT NO. 4598, A DISTANCE OF 110.35 FEET TO THE NORTHEAST CORNER OF SAID LOT 30, DEPUTY CITY ENGINEER ALSO BEING A POINT ON THE SOUTH LINE OF THE NORTH 744.00 FEET OF THE WEST 460.00 FEET OF THE NOTARY'S A C K N O W L E D Gir E M E N T S (SMA 66436.5(c1) EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 10; THENCE NORTH 89-50-01- EAST, ALONG THE SOUTH LINE OF THE NORTH 744.00 FEET OF THE WEST 460.00 FEET OF THE DATE: EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 10, A DISTANCE STATE OF CALIFORNIA... OF 257.30 FEET THE SOUTHEAST CORNER OF THE NORTH 744.00 FEET OF THE WEST 460.00 FEET OF THE ..SS EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 10; THENCE NORTH COUNTY OF ..... 00'06'48" WEST, ALONG THE EAST LINE OF THE NORTH 744.00 FEET OF THE WEST 460.00 FEET OF THE PLANNING COMMISSION CERTIFICATE (FMC 12-foo8(a)(4)) EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 10, A DISTANCE OF 744.00 FEET TO A POINT ON THE NORTH LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 10; THENCE ON BEFORE ME, NORTH 89'50'01" EAST, ALONG THE NORTH LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 10, A I HEREBY CERTIFY THAT I HAVE EXAMINED THIS MAP, THAT THE SUBDIVISION SHOWN CONFORMS PERSONALLY APPEARED, DISTANCE OF 771.01 FEET; THENCE SOUTH 00006'48" EAST, A DISTANCE OF 1336.17 FEET TO THE T0, AND IS IN COMPLIANCE WITH THE APPROVED TENTATIVE MAP AND REQUIREMENTS IMPOSED PERSONALLY KNOWN TO ME (OR PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE) TRUE POINT OF BEGINNING. BY THE FRESNO CITY PLANNING COMMISSION AS A CONDITION TO THE ACCEPTANCE OF THE 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 CLERK'S CERTIFICATE (FMC 12-1008(x)(5)) I HEREBY CERTIFY THAT THE COUNCIL OF THE CITY OF FRESNO, BY RESOLUTION NO. ADOPTED NOTES: ON BEHALF ON APPROVED ASTHE WITHIN FEREMAP AND ACCEPTED STATE OF CALIFORNIA... OF THE PUBLIC ALL PARCELS OF LAND AND EEMNTSOFD FOR DEDICATION FOR PUBLIC USE IN CONFORMITY WITH THE TERMS OF THE OFFER OF DEDICATION, AND APPROVED ..SS COUNTY OF ..... THIS PROPERTY IS SUBJECT TO THE FOLLOWING: THE ABANDONMENT OF THOSE PUBLIC STREET AND/OR PUBLIC EASEMENTS NOT.-SHOWN-ON THE - - MAP AND NOTED AS ABANDONED BY THE FILING OF THE MAP. 1. MATTERS CONTAINED IN THAT CERTAIN DOCUMENT ENTITLED "STATEMENT OF COVENANTS REBECCA E. KLISCH, CMC ON BEFORE ME, AFFECTING LAND DEVELOPMENT AND ANNEXATION TO THE CITY OF FRESNO" RECORDED ON CITY CLERK PERSONALLY APPEARED, DECEMBER 28, 1984, AS DOCUMENT NO. 84125726 O.R.F.C. REFERENCE IS MADE TO SAID PERSONALLY KNOWN TO ME (OR PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE) DOCUMENT FOR FULL PARTICULARS. TO BE THE PERSON(S) WHOSE NAME(S) IS/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND 2. LOT OF RECORDS IS PARCEL 'A' OF LOT LINE ADJUSTMENT NO. 2003-21, RECORDED IN ACKNOWLEDGED TO ME THAT HE/SHE THEY EXECUTED THE SAME IN HIS/HER/THEIR AUTHORIZED BOOK 3, PAGE NO.31 OF MISCELLANEOUS MAPS, FRESNO COUNTY RECORDER. BY; DATE: CAPACITY(IES), AND THAT BY HIS/HER/THEIR SIGNATURE(S) ON THE INSTRUMENT THE PERSON(S), DEPUTY OR THE ENTITY UPON BEHALF OF WHICH THE PERSONS ACTED, EXECUTED THE INSTRUMENT. 3. STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT DEFERRING CERTAIN SEWER CONNECTION CHARGES, WATER CONNECTION CHARGES, URBAN GROWTH MANAGEMENT FEES AND WITNESS MY HAND. DEVELOPMENT FEES TO THE TIME OF ISSUANCE OF CERTIFICATE OF OCCUPANCY AND CREATION OF LIEN FOR TRACT NO. 5412, PHASE 2 OF TENTATIVE MAP NO. 4598, RECORDED RECORDER'S CERTIFICATE (SMA 66442.5(b)) AS DOCUMENT N0. FRESNO COUNTY RECORDS. NAME: SIGNATURE 4. STATEMENT OF COVENANT AFFECTING LAND DEVELOPMENT FOR LANDSCAPE MAINTENANCE FOR DOCUMENT NO. FEE MY COMMISSION EXPIRES COMMISSION NUMBER TRACT NO. 5412, PHASE 2 OF VESTING TENTATIVE MAP NO. 4598, RECORDED DOCUMENT NO. , FRESNO COUNTY RECORDS. FILED THIS DAY OF 200 AT M. IN VOLUME PRINCIPAL OFFICE LOCATED IN THE COUNTY OF 5. STATEMENT OF COVENANT AFFECTING LAND DEVELOPMENT FOR PLANTING AND MAINTAINING OF PLATS, AT PAGES AT THE REQUEST OF INGELS - BRAUN & ASSOCIATES. FRONT YARD TREES FOR TRACT NO. 5412/UGM, PHASE 2 OF VESTING TENTATIVE MAP NO. 4598, RECORDED _ - AS DOCUMENT NO. . FRESNO COUNTY RECORDS. 6. STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT ACKNOWLEDGING RIGHT-TO-FARM FRESNO COUNTY RECORDS. LAW FOR TRACT NO. 5412, PHASE 2 OF VESTING TENTATIVE MAP TRACT NO. 4598, RECORDED AS DOCUMENT N0. FRESNO COUNTY RECORDS. ROBERT C. WERNER, COUNTY RECORDER 7. STATEMENT OF COVENANT AFFECTING LAND DEVELOPMENT REQUIRING CERTAIN FIRE PROTECTION BY: TO BE PROVIDED AND MAINTAINED FOR TRACT NO. 5412, PHASE 2 OF VESTING TENTATIVE MAP DEPUTY TRACT NO. 4598, RECORDED - AS DOCUMENT NO. FRESNO COUNTY RECORDS. 8. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "EARLY CONSTRUCTION AGREEMENT AND SUBORDINATION FOR SEWER, WATER, & STORM DRAIN IMPROVEMENT FOR PREPARED BY: R E V I S 10 N S TRACT NO. 5412" RECORDED APRIL 12, 2005, AS INSTRUMENT NO. 20050080346, O.R.F.C. ®® INGELS B RAU lit 6/30/05 ■ BLAU REFERENCE IS MADE TO SAID DOCUMENT FOR FULL PARTICULARS. 9. THE HEREIN DESCRIBED PROPERTY UES WITHIN THE BOUNDARIES OF THE COMMUNITIES FACILITIES ME & ASSOCIATES 0 DISTRICT NO. 2, ANNEXATION MAP NO. 61, RECORDED JANUARY 29, 2004, INSTRUMENT NO. CIVIL ENGINEERING AND LAND SURVEYING 20040021941, O.F.R.C. 875 WEST ASHLAN AVENUE, SUITE 102 CLOVIS, CALIFORNIA 93612 BY:MA}Z6R►�F 08/28/200 (559) 291 — 0427 IBA CAPFILM 04055FM C:\My Documents\04035FM.dwg 10/4/2005 5:30:12 PM PDT FINAL MAP OF EAST BUTLER AVENUE MON-01 N 890'01' E 2640.18' (N 89'50'01` E 12640.23') ((N 90'00'00` E 2639.73' CALC.)) NO * N 89'50'01` E 1320.09' (N 89'50'01" E 1320.12') ((N 90'00'00" E 1319.87')) N 89'50'01" E 1320.09' N 89'50'01' E 1320.12') ((N 90'00'00' E _ 1319.86')) • _ 5 12 1120.05' . - 749.17' / o31 PHASE II OF TENTATIVE TRACT NO. 4588 N . � - 6W : 6 5 4 3 2 1 oN-02 IN THE CITY OF FRESNO 32 z N o W FRESNO COUNTY, CALIFORNIA M �- 3 � 33 � � M- z Lu Q 8 9 10 1 12 13 14 SURVEYED AND PLATTED IN AUGUST. 2004 N 34 7 BY INGELS — BRAUN ASSOCIATES z O EAST TOWNSEND AVENUE 5 19 g 35 v CONSISTING OF THREE SHEETS 36 OL 23 w Q SHEET 2 OF 3 SHEETS w 3 3 20 Q 22 21 20 19 I8 U D 3 = I - ,,., z M = 8 37 I- W EAST T WNSEND AVENUE S• 1 �s o ^b 38 ~ Cbz Q o 0 Q ,g 22 0 0 25 6 28 co 29 30 49 �,� ^ SEE SHEET THREE FOR LINE, 39 50 CURVE, RADIAL TABLES, x EAST HEATON AVENUE )(J��� �2� � AND FOUND MONUMENTS 2 0 40 5142 �� 2� Tg!5950'01' E 257.30') 41 14344 45 46 47 48 52N 0'O1" E 257.50'14v, � �\ r Z 53 W ����b ^I TJ v� N �? 2b 2l 78 79 80 81 82 83 84 I 86 87 88 89 90 91 Q 54 . 3Q 85 w b . N ^ W Ll t 0 co C1 L1 EAST ORLEANS AVENUE 3 �✓ �� 55o I BASIS OF BEARING13 co 77 0 56 9- \ J p � $ � U 101 100 99 97 96 95 94 93 92 g THE WEST UNE OF THE SOUTHEAST QUARTER OF SECTION 10, T.14 S., R.21 E., ry LL M.D.B. & M. WAS TAKEN TO BE N 00'06'00" W, (SAID LINE ALSO BEING THE �� a 76 M 57 3 CENTERUNE OF SOUTH ARMSTRONG AVENUE), PER TRACT NO. 4598, RECORDED IN Q Q = I VOLUME 70 OF PLATS AT PAGE(S)61&62, FRESNO COUNTY RECORDS. C � w W ) I J 6'b 75 = 102 103 104 I 6107 108 109 10 m 58 . 0 S_ �� 3 105 Lu \l���� �` � �°l 74 0 59 8 �, p I �,� 4�� o= EAST HARWOOD AVENUE I U "8 V6 g o 60 Z73 04. 6o �0 72 71 70 69 68 67 66 65 64 63 62 p 61 LEGEND O N 89'49'18' E 921.35' (N 89'49'24' E 921.35' N • EXISTING MONUMENT FOUND AND ACCEPTED OR AS NOTED. - _ _ _ _ _ ) S 89 49 18 iP 0 •-_ _ S 89 49. 1.8 E 75.0.11 _ _ - ry N 89'49'18' E 1320.73' N 89'49'18" E 1320.73' ( ... ) RECORD DATA PER TRACT N0. 4598, RECORDED IN VOLUME 70 OF PLATS { N 89'49'18' E 2641.46' (N 89'49'24' E 2641.49') I W AT PAGE(S)61&62, F.C.R. E A S T H A M I L T O N - A u E N U E [ ... ) RECORD DATA PER TRACT N0. 1784, RECORDED IN VOULUME 20 OF PLATS c : AT PAGE 38, F.C.R. N "• ,,,I € ... RECORD DATA PER PAROL MAP NO. 91-41, RECORDED IN BOOK 53 OF PARCEL M I MAPS AT PAGES 5 AND 6, F.C.R. r W (( ... )) RECORD DATA PER TRACT NO. 1612, RECORDED IN VOLUME 20 OF PLATS .. I AT PAGE 37, F.C.R. Q I C.R. CORNER RECORD ON FILE WITH FRESNO COUNTY SURVEYOR'S OFFICE. .Of 4 3 N • F.C.R. FRESNO COUNTY RECORDS W o 3 I 3 N O.R.F.C. OFFICIAL RECORDS FRESNO COUNTY m g l In l LL PE PEDESTRIAN EASEMENT NOW OFFERED FOR DEDICATION FOR PUBLIC USE. 0 gg: � . to I 8 PUE PUBLIC UTILITY EASEMENT NOW OFFERED FOR DEDICATION FOR PUBLIC USE. Q I v I LE LANDSCAPE EASEMENT NOW OFFERED FOR DEDICATION FOR PUBLIC USE. m PPUE PLANTING AND PUBLIC UTILITY EASEMEMT NOW OFFERED FOR DEDICATION FOR PUBLIC USE. PORTION PREVIOUSLY DEEDED TO THE COUNTY OF FRESNO FOR PUBLIC STREET p SCALE FM I" s 200' PURPOSES, PER DEED RECORDED FEBUARY 23, 1939 IN BOOK 1724, PAGE 461, F.C.R. - 3 O PORTION PREVIOUSLY DEEDED TO THE COUNTY OF FRESNO METROPOUTAN FLOOD N • I I co CONTROL DISTRICT, PER DOCUMENT NO. 20040230601, RECORDED OCTOBER 12, Q 2004 IN BOOK PAGE F.C.R. M - O - � O ZI g Z AA" INDICATES RELINQUISHMENT OF DIRECT ACCESS RIGHTS. N A INDICATES PORTIONS NOW OFFERED FOR DEDICATION FOR PUBLIC STREET 3 _ = AND UTILITY PURPOSES. a 800 0 3 I F BLUE BORDER INDICATES THE LIMITS OF THIS SUBDIVISION. is- . g go . O SET DURABLE MONUMENT Z I I O NOTE • : ON-OS 1' O.D. x 30" LONG IRON PIPE TO BE SET 6' DOWN AND TAGGED ON-0 PLS-6619, AT ALL LOT CORNERS, ANGLE POINTS, BEGINNING OF S 89"48'36" W 1321.38 S 894836 W 132.1.37 CURVES AND END OF CURVES, OR AS NOTED WITHIN THE TIME R E V I S 10 N 8 N 89'4836" E 2642.75 (N 89'446" E 2642.76') 6/30/05 * BLAU EAST CALIFORNIA AVENUE (ALIGNMENT) 5Y:MARRSRAP 06/28/20© 5A GAOF I LE: 04055FM C,\My Documents\04035FM,dwg 10/4/2005 5:30,12 PM PDT EAST BUTLER AVENUE FINAL MAP OF MON-01 � r � 1 r N 90'00'00' E 2639.73' CAM)) N 8950 01 E 2640.18 (N 89'50 01 E 2640.23) (( 1 N 89'50 01 E 1320.09 (N 89'5001 E 1320.12) ((N 90'0000 E 1319.87)) N 89'50 01 E 1320.09 (N 89'50 01 E 132.0.12 ((N 90'00 00 E 1319.86TRACT NO 5 12 • 1120.05' ��NA( 136.82' 63.22'' �' N 89.50'01" E 570.92' 770.96' N 749.17' 1 =M _ l 98.13' �� 1 �'`-9%33'-- ---s�.00'--- --s8.w - ---sio0'--- --98,w- - ---114.1-4' oN-o2 W PHASE II OF TENTATIVE TRACT NO. 4598 g ? 1 , , I 3 3 'PE 3 595.47' 3 10'PPUEl3 N $ � 31 27 cc Iw27 IN � $ o $ g co g 8 IN THE CITY OF FRESNO 1 SIS 1M 6 � � 5 13 � 4 19N 3 � 2 �' � I ^ N895o rn E I 0 1, s S $ $ CALIFORNIA lb s z z g z z z FRESNO COUNTY, C OR 109.82 1 IL-8 PPUE , � g 32 g1 � � I N 89 01 E s 7.15 � SURVEYED AND PLATTED IN AUGUST, X004 z e; co I ' 103.00' 97.00' 98.00' 97.00' 98.00' 114.15' I BY INQrELS - BRAUN & ASSOCIATES I N89050'01"E I `� 1 68.00' 6200' 6200' 62.00' 62.00' 62.00' 62.00' 167.15' i� 31: 00 109'82' i g 3 3 3 3 3 3 - C CONSISTING OF THREE SHEETS 3 $ 33 81 1z �� .S � 8 8 8 Q SHEET 3 OF 3 SHEETS 3 o N89050#01*E�' �' W 10 7 0 8 0 9 0 10c N 11 c N 12 1S N 138 14 o I = I Q � 8 - o 0 0 , z �,�' Q > 1 S S S o , o z 19.23 0 , ,��' g °� _ 109.82 1 I z z 10 PPUE z z 1 PE z Cl �I z `� �' 34 i r I Q 55.65' _ 6200'_ _6200 _ 62_00'_ 6200'Ci _ _62.00' O 1- z N89'5o'01'E 1 � „ 384.88' C c M C4 -- 11182, �- I _`N _ N 89'50 01 E _ _ 486_00 N_ 0 _ ��N 15 SEE SWEET TWO FOR BASIS SCALE FM I' -100 ' 0 35 0 8 a N EAST o T O W N S E N D A VENUE OF BEARINGS AND LEGEND ___ __ _ _____ _____ ____ _____ ___ 3 o N8950'01'E� 5'1_ 55.66' 60.00' 60.00' 60.00' 60.00' 60.00' 55.65' 1�"� N89'49'18'E `�'•I 1 10'PPUE 411.31' 1'PE /1 N R3 ' $ S$ 111.82 g 1 $ g g o g $ 1 4 121.88 8 36 .-d� M� � '� 23:$ g 22 :f g 21 * g 20 19 g 18 $ 17 �� W 1 I��W 16 - 9 �} I.*o a c N 1 N89!50'01'E 1 c�i I Q o "' N c� N c� N N N `c� M$ z 110.80'�-- Ng 25 ��- I ! ----- MON-01 111.82 1 r-8'PPUE N 9'50'0,' E 43s. N I LU '� C FOUND MONUMENTS _ $ 37 81 Igc 68.00' 60.00' 60.00' 60.00' 60.00' 60.00' 68.00' ' >�N 889'49'18' E N 148.15' S A to r I I I Q'!� N 0 9 1. CENTER QUARTER CORNER OF SECTION 10, 14/21, M.D.B. & M., POSITION N8950 01 E I C, 1 8 PPUE-�1 _-- I ESTABLISHED BY TIES PER FRESNO COUNTY C.R. #4708 3 1 3 - ----,- EAST • 111.82 1 25 25 1_ = 3 3 3 3 3 cc 1 >� � 110.81 3 o S 38 o f 0 1 S g o o S " S ' 1 8 'L, I cc 8 T O W N S E N D 2. EAST QUARTER CORNER OF SECTION 10, 14/21. M.D.B. & M., POSITION 8 !Q I 1= 24 25 26 27 P 28 29 S 30�; I°^�. ^ L�9 �o`' ESTABLISHED BY TIES PER FRESNO COUNTY C.R. #6939 W 3 o N89'50'01'E I �- I S o r $ S $ S04 co $ AVENUE Q + I z z 'PPU z z ' z z N89'49'18'E I 3. SOUTHEAST CORNER OF SECTION 10, 14/21, M.D.B. & M., FOUND AND 81 _ 111.82 22 �,. 1 10 E 1 PE �1 z 3 c o �,Cl _ 1_ 123.15 = 3 c $ 3C� 1 55.65 60.00 60_00 _ 60.00 60_00_ _60.00 _55.66 �I I$ ACCEPTED BRASS CAP IN CONCRETE DOWN 23 C.R. 157 co n Cl 0o co N 1 (nip + v°' � 50 8 � W 4. SOUTH QUARTER CORNER OF SECTION 10, 14/21, M.D.B. & M., FOUND v C z N89-50 01 E _ N N 89'50 01 E 411'31 486.00 _ _ �1 1 N89'49'18'E g AND ACCEPTED 1 1/4- IRON PIPE, DOWN 3-, TAGGED RCE 12769, C.R. #2521 101.01 R ;r, + �, I z U z �,\ s N EAST 386.88 NEATON A N AVENI� 123.15 z 40 �\\ ti_-- 34.23' 60.00'- -60.00' 60.00' - - 0.00' 60.00' 52.65' '1 ' is g 51 cc S z O /gyp C17 $ 1'PE 10�PPUE� /I 25 25 I , r 3 3 3 3 3 8'PPUE 1 N89 4918E �� �� I = c . o I . . , Q g c o `� o $ :n g 4,8 1 ^1 I 123.15 0 CURVE TABLE LINE TABLE 41 �42 3 43� 0 44� �45 ttpp �46 � 47 ' _ C4 1 o �, Q N Q N Q P Q I 1-- •• ; �� 1�• Q o 1 '� I 52 �/ q� DL CURVE RADIUS LENGTH CHORD DELTA LINE BEARING LENGTH M S O S S S S S 1 , \, . , n t o, r z z z z z z z c I I Cl45.00' 22.62' 22.38' 28'48'08" L1 S89 4918 W 57.62 (N 89'50'01- E 257.30) S 8 '50'01' W 597.82' 1 N89 4918'E �J �q n N � I W " co I " + 1 + + + + 'I - I w �J �J C2 52.00 134.01 99.88 147'39'24" (Ll) S89 49 24 W 57.62 N 89 50 O1 E 257.30 - 17282 60.00 60.00 60.00 60.00 60.00 60.00 65.00 z I S 1_ 123.15 S > � ,,1 Q ,� I$ 53 �� y n' � �� C3 45.00' 22.62' 22.38' 28'48'08" L2 N00'10'42"W 110.35' 65.12 60.00 60.00 60.00 60.00 60.00 60.00 60.00 60.00 60.00 60.00 60.00 60.00 70.00 .� I r , n „ , 3 3 3 3 3 S 89'50'01 W 3 3 - 3 �•3 3 3 3 1 W "' I cO , o < �� Q C5 45.00, 22.62, 22. 28'48'08"28'48 08" (L2) N00'10 36 W 110.35 o - o • o - 3 = o o `o . o - S - ;,�I r`�189 4918'E I 52.00 134.01 99.88 147 39 24 L3 S45 08 25 E 16.53 ^ N o _ �D NL') CD 1 $ • Qj� t t t " t NN "� ►'? ccpp "'? �`! $ 1: N tc�� �Q Cl �`'. �" is �- W 1 I 123.16 , C6 45.00 22.62 22.38 28'48'08" L4 S02'01 23 E 60.03 J o o o P o G N C P Y O Or Y or S� I Q Of I'� $ J� 78 0 79 X80 r 81 82 83 0 84 85 86 87 cSg SSo 89 90 91 54 U �� W C7 45.00' 22.62' 22.38' 28'48'08" L5 N44'50'41"E 16.52' Q r50 o S 8 S S T $ 8 8 o S 8 1 r I� o t . n z z z z z $ z 1 PE z z 10 PPUE 8 z z z 1 0 t o C8 52.00 134.02 99.89 147'40 07 L6 ,z � I N45'OS'24"W 17.45' _65.0060.00_ _60_00_ _ 60.00 _ _60_00_ ------------------------------6000 60.W 660. - -- _ 60_00_ _60_00_ _57.66 25 25 N894918'E 1`� I f- C9 45.00' 22.62' 22.38' 28'48'08" L7 N44'51'35"E 17.46' 3I '��` 1 123.16' C10 52.00' 22.18' 22.02' 24'26'35" ' 84266' �' I cw L8 S45 O8 24 E 17.45 _ �` N S 89'49'18' W 82235' N 1 o_n- S .- C11 52.00' 57.83' 54.89' 63'42'54" L9 S44'51'35"W 17.46' 3 8 (L�) S - - - - - - - - - - - - - I C4- 55 � �• + Ui vs , , v , „ , Q .8 S C�1 $ N 136.35' i EAST ORLEANS 6 '6°.31' 0 AVENUE j o o c ,"�, C12 52.00 54.00 51.61 59'29'55" L10 N45'08 25 W 17.45 J ! N89 4918'E �, c '08'46"W n t !i� $�+�� -_ --_ -___ �j �, o �, C13 45.00 11.89 11.85 15'08'13" L11 N 45'08 46 W 17.45 w 1 0 ---;- ----- --- ---- ---,- --- ,- --- 1 12316 °O t n CLl $ z �f 98.97' __ I Q CS 57.66 6200 62.00 6200 62.00 tll'PE 200 6200 62.00 62.00 57.65 I 1 g g C14 45.00 10.73 10.71 13'39 55 L12 N44'51'14"E 17.46' cob' $? S1 -1 N 1 $ _ o . g_ 0 o 10'PPUE S 8 _ I 1 56 C15 52.00' 37.27' 36.48' 41'04'01" L13 S45'08'25"E 17.45' LL z r-8 PPUE S b o 0 0 - o - $ c�i O �/; �Q a 77 0 ril 25 1• 0 Q 0 0 0 S o S 0 S 0 $ 0 $ 0 $ 0 $ in 1 0 o o C16 52.00' 46.08' 44.59' 50'46'31" L14 S44-51'1 4"W 17.46' _ ` �'�' ' 101 N 100 99 98 97 N 96 N 95 N 94 N 93 N 8 92 01 1 N89.49'18'E S89 4918 W I Q �--1 i � w- = N N °i 25' 25' 123.16' C17 �� 52.00' 46.09' 44.59' 50'46'43" L15 S45'08'57"E 17.45' U) �? 111.24' I I 1 1 I •o 'oo C18 52.00' 4.57' 4.57' 5'02'09" L16 N44'51'14"E 17.46' $1 z I N 119*49'18' E 636.00 1 0 57 t , n „ , 1 <0 0 76 T d 1 Z 70.00' 62.00' 62.00' 62.00' 6200' 6200' 62.00' 6200' 6200' 70.00' ,M 3 m C19 45.00 6.80 6.80 8'39 51 " L17 S45'08 46 E 17.45 o S89'49'18"W of > 1 ; I r' I N89'49'18'E C20 45.00 15.82 15.74 20017L18 S44'51'1 4"W 17.46' Q I �; 1 , I C21 52.00 38.95 38.05 42'54'57" 1-19 N45'08'46"W 17.45' 111.17' I I_ 0 3 3 3 3 3 3 3 3 3 8 PPUE� SI I 123.16 „ �� - NI Q Q I cn'- 'p o o -Q o -Q ` Q o - o - o - o - o - $1 1 $ C22 52.00 50.12 48.20 55�3 21 L20 S45 08 34 E 17.45 \ U (�� 00 S 1 3 1 $ o o V IA 8 0 1� S to S aA S IC! S t� S 1 N S 1 - t r f t n t „ r c jS oo)' cc C=;75� I � = 1�^,102 0103 0104`� 6105 co 106 0 107 to 6108`8 o 109 to 0110 c° 0 11 I z ► 58 0 C23 52.00 44.95 43.57 49'31 49 L21 S44'5211 W 19.36 S� p P p t . t i� 25' `�i 1 0 � Q = �' o w I Q 1 N89'49'18'E �' C24 45.00 9.66 9.64 12-18'09" L22 N45'OS'46"W 19.35' S89'49'1 BOW I o S S S o 8 t S S S I • N I Rlp1� I z z z z z 10 PPUE z 1 PE z z z 1 ► 12116' S '•'•' C25 45.00' 12.96' 12.91' 16'29'59" L23 N01'59'31"W 61.03' 110.59 �' + 1. 3 C20 ' v S! 57.65 62.00 6200 6200 6200 6200 _62_00_ 6200 _6200_ _ 57.66 J 18 S '�, °O ---- ----- ---- 5 co ;; C21 O z �p ----- 611.31 �'_ I 1_ 0 74 9► �- _ U') _ S 89'49'18' W _ _ _ 686.00'_ _ _ _ I N89'49'18'E $ R_ 8-r,-Q C4 N EAST o NAS W 00 D 584.88' AVENUE N = 1_ 121.16' RADIAL TABLE tcll.25 Cd co 1 60 RADIAL BEARING ' ,060.00 60.00' 60.00 57.66 1 1�C23 3 3 3 3 1'PE 3 310'PPUE 3 3 3 3 i 0 i N89'49'18'E = R1 N04'31'32"W = 73 �4' C2 o co o co 0 0o -Go 0o =o co o co ;� 4M n 4M "'1 (f 121.16' I R2 s I ,N • ,� M :) o+ `� a, -cn a, Sas a, =� c� vs a; as os N59'11'22"E _ �ti�ry 72 71 ; � 70 69 ; 68 �; 67 �; 66 ; �; 65 Q �; 64 �, 63 62 �; 1 0 ;;; 61 g F- R3 N7s•2s;55�w 8 � a 8 � $ � 8 8 - $ '- $ '' I t o R4 S773716 W g coo a' .ZcV o z z 15'LE z z z z 15'PUE z z z 8'PPUE-� c$ 1 co 15'LE "' . z . . 1 $ R5 S26'50'45"W ___ ___ 00 60.00 60.00 60.00 60.00 56.31 I ' ' 107.47' I R6 S23'55'58"E z 79.83 105.06 60.00 60.00 60.00 60.00 60. __ 27 27 L _ _tAAAAAkAAAAA,kA&AAA AAA_ O e�- ° R7 N16'40'41 W v 1 (N 89'49'24" E 92135) 781.20 A N R8 S20'32'59"W r + A S 89.49'18" W 970.00' / � .� 1 N 89'49'18' E 750.11' t n N 89049'18' E 921.35 821.84' 148.16 R9 S75'46 20 W N 89'49'18' E 1320.73' N 89'49'18' E 1320.73' ,� R10 S81*26'59"E N 89'49'18' E 2641.46' (N 89'49'24" E 2641.49') R E V 181 O N 5 Q E A S T N N A M I L T O N A V E N U E M 6/30/05 BLAU M o e ON-0 S S 8 vz v N z z S 89'48'36' W 1321.38' S 89'48'36' W 1321.37' -�� S 89'48'36' W 264275' (N 890446' E 2642761 ON-0 I 51':MARS W 0$/28/200 EAST CALIFORNIA AVENUE (ALIGNMENT) 15ACADFILE: 040351=M G\My Documents\04035FM,dwg 10/4/2005 5130112 PM PDT