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HomeMy WebLinkAboutT-5316 - Map - 2/9/2006 FINAL MAP OF RECORD TITLE INTEREST STATEMENT TRACT SURVEYOR'S STATEMENT CENTEX HOMES, A NEVADA GENERAL PARTNERSHIP, THE UNDERSIGNED, BEING ALL PARTIES NON 5316 HAVING ANY RECORD TITLE INTEREST SAND S TO THE PREPARATION AND RECORDATION 0 THE THILAND S MAP AND OFFERN THIS FOR 1 DION, HEREBYEDICATION FCONSENT �S�O �R�F� COMPLETE AS SHOWNTHE SURVEY FOR . THE MONUMENTS ARE MAP WAS MADE BY OR UNDER MY OF THE CHARACTER DIRECTION OCCUPY THETRUE POSITIONS PUBLIC USE THE PARCELS, AND EASEMENTS SPECIFIED ON SAID MAP AS INTENDED FOR PUBLIC PHASE 1 OF TENTATIVE MAP NO. 5316 �G�' �� �� /,f- O INDICATED, OR THEY WILL BE SET IN THOSE POSITIONS ON OR BEFORE ONE YEAR OF THE DATE THIS USE FOR THE PURPOSES SPECIFIED THEREIN. CENTEX HOMES v �P � MAP IS RECORDED, OR ANY 11ME EXTENSION APPROVED BY THE CITY ENGINEER. THE MONUMENTS ARE, OR WILL BE, SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED. BY: CENTEX REAL ESTATE CORPORATION, A NEVADA CORPORATION, EXPIRES: __—_ THIS MAP WAS PREPARED BY ME OR UNDER MY DIRECTION, AND IS BASED UPON A FIELD SURVEY IN AS MANAGING GENERAL PARTNER IN THE CITY OF FRESNO * * CONFORMANCE WITH THE REQUIREMENTS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCE AT N0. 5277 THE REQUEST OF CENTEX HOMES ON FEBRUARY 2005. 1 HEREBY STATE THAT ALL THE MONUMENTS FRESNO COUNTY, CALIFORNIA `req �PARE THOSEFTHE CHARACTER POSITIONS BEFO EAND OCCUPY JANUARY 200T7,EAND (TIONS THAT THE(CATED OR THAT THEY MONUMENTS ARE, R WILL BE SET IN BE, SUFFICIENT ROGER FOSTER, DIVISION CONTROLLER �OF CAL�F� TO ENABLE THE SURVEY TO BE RETRACED, AND THAT THIS FINAL MAP SUBSTANTIALLY CONFORMS CENTRAL VALLEY DIVISION SURVEYED AND PLATTED IN FEBRUARY 2005 TO THE CONDITIONALLY APPROVED TENTATIVE MAP. BY DIXON & ASSOCIATES NOTARY'S ACKNOWLEDGEMENT GARY J. DIXON, LS 5277 EXP.12/31/05 DATE STATE OF CALIFORNIA CONSISTING OF 3 SHEETS COUNTY OF J SHEET 1 OF 3 ON BEFORE ME, PERSONALLY APPEARED PERSONALLY KNOWN TO ME (OR PROVED CITY ENGINEER'S STATEMENT TO ME ON THE BASIS OF SATISFACTORY EVIDENCE) TO BE THE PERSON(S) WHOSE NAME IS/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE/SHE/THEY I HEREBY STATE THAT I HAVE EXAMINED THIS MAP, THAT THE SUBDIVISION SHOWN IS EXECUTED THE SAME IN HIS/HER/THEIR AUTHORIZED CAPACITY(IES), AND THAT BY SUBSTANTIALLY THE SAME AS IT APPEARED ON THE APPROVED TENTATIVE MAP, AND HIS/HER/THEIR SIGNATURE(S) ON THE INSTRUMENT THE PERSON(S), OR THE ENTITY UPON ANY APPROVED ALTERATIONS THEREOF, THAT ALL PROVISIONS OF THE SUBDIVISION BEHALF OF WHICH THE PERSON(S) ACTED, EXECUTED THE INSTRUMENT. MAP ACT AND LOCAL ORDINANCES APPLICABLE AT THE TIME OF APPROVAL OF THE TENTATIVE MAP HAVE BEEN COMPLIED WITH AND THAT I AM SATISFIED THAT THE MAP IS TECHNICALLY CORRECT. WITNESS MY HAND. CITY ENGINEER MICHAEL T. KIRN, PLS 7609 SIGNATURE BY- NAME LEGAL DESCRIPTION DEPUTY DATE COUNTY OF THAT PORTION OF THE SOUTHWEST QUARTER OF SECTION 22, TOWNSHIP 13 SOUTH, RANGE 19 EAST, MOUNT DIABLO BASE AND MERIDIAN, IN THE CITY OF MY COMMISSION EXPIRES FRESNO, COUNTY OF FRESNO, STATE OF CALIFORNIA, ACCORDING TO THE OFFICIAL PLAT THEREOF, DESCRIBED AS FOLLOWS: PLANNING COMMISSION CERTIFICATE COMMISSION NUMBER BEGINNING AT THE NORTHEAST CORNER OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 22; 1 HEREBY CERTIFY THAT I HAVE EXAMINED THIS MAP, THAT THE SUBDIVISION THENCE SOUTH 00'01'55" WEST, ALONG THE EAST LINE OF THE SOUTH HALF SHOWN CONFORMS TO AND IS IN COMPLIANCE WITH THE APPROVED TENTATIVE OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION MAP AND THE REQUIREMENTS IMPOSSED BY THE FRESNO CITY PLANNING > 22, A DISTANCE OF 659.59 FEET TO THE SOUTHEAST CORNER OF THE SOUTH COMMISSION AS A CONDITION TO THE ACCEPTANCE OF THE FINAL MAP. +; HALF OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID � SECTION 22; THENCE SOUTH 89'56'05" WEST, ALONG THE SOUTH LINE OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF SAID SECTION 22, A DISTANCE OF 1488.00 FEET; THENCE NORTH 00'01'55" EAST, A DISTANCE OF 759.99 NICK P. YOVINO DATE FEET; THENCE NORTH 89'55'43" EAST, A DISTANCE OF 170.97 FEET TO A SECRETARY OF THE FRESNO CITY PLANNING COMMISSION t POINT ON THE EAST LINE OF THE NORTHWEST QUARTER OF THE SOUTHWEST ° QUARTER OF SAID SECTION 22; THENCE SOUTH 00'00'57" WEST, ALONG THE a EAST LINE OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 22, A DISTANCE OF 99.48 FEET TO THE NORTHWEST CORNER OF V) THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER CITY CLERK'S CERTIFICATE OF SAID SECTION 22; THENCE NORTH 89'58'32" EAST, ALONG THE NORTH LINE N 0 OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHWEST I HEREBY CERTIFY THAT THE COUNCIL OF THE CITY OF FRESNO, BY RESOLUTION NO. v QUARTER OF SAID SECTION 22, A DISTANCE OF 1317.00 FEET TO THE POINT ADOPTED ON APPROVED D OF BEGINNING. THE WITHIN MAP AND ACCEPTED ON BEHALF OF THE PUBLIC ALL PARCELS OF LAND AND EASEMENTS OFFERED FOR DEDICATION FOR PUBLIC USE IN CONFORMITY WITH THE TERMS OF THE OFFER OF DEDICATION, AND APPROVED THE ABANDONMENT OF THOSE PUBLIC STREETS AND/OR PUBLIC EASEMENTS NOT SHOWN ON THE MAP AND NOTED j j AS ABANDONMENT BY THE FILING OF THE MAP. 3 VICINITY MAP / REBECCA E. KLISCH, CMC CITY CLERK I BY: DEPUTY DATE 0 0 N RECORDER'S CERTIFICATE i WEST AS LAN AVE DOCUMENT NO. FEE: $ w Ld QW w FILED THIS DAY OF 200_, AT,_P/M. IN VOLUME Q Q OF PLATS, AT PAGES AT THE REQUEST OF ° WEST CETTYSBURG AVE cn PROJECT FRESNO COUNTY RECORDS E of Q SITE ROBERT C. WERNER, COUNTY RECORDER ° m :EU Q a� = J L WEST cy— DAKOTA AVE z BY. 0 0 0 DEPUTY DATE z z 0 U) +' a m I WEST SHIE( DS AVE I RECEIVE) Prepared by - % :7 i FEB 08 2006 PROVOST& 000- I PRITCHARD 66 CITY OF FRESNO ENGINEERING GROUP SUILOING & SAFETY SERVICES 286 WEST CROMWELL AVENUE FRESNO, CALIFORNIA 93711-6162 cD 559/449-2700 FAX 559/449-2715 00 DATE: 03-29-05 N JOB NO.: 14130470 DRAWING N0.: 20050107 N r— FINAL MAP OF 80' 0' 80' 160' 240' EVE GRAPH I C SCALE: 1"= 80' ND AND DATA TABLES SEE SHEET N0. 3 FOR LEGE PHASE 1 OF TENTATIVE TRACT NO. 5316CENTEX HOMES IN THE CITY OF FRESNO, FRESNO COUNTY, CALIFORNIA SURVEYED AND PLATTED IN FEBRUARY, 2005 WEST 1/4 CORNER SECTION BY DIXON & ASSOCIATES CENTER 1/4 2. CORNER 22, 13!19. FOUND 1" IRON SECTION 22. PE, D FOUND PIPE. DAWN 0.5'. CORNER" IRCONSISTING OF 3 SHEETS 3J4" IRON PIPE, DOWN 0.3'. RECORD NO. 7296. AVENUE CORNER RECORD N0. 5697. BEST DAKOTASHEET 2 OF 3 _ - N 89'55'43" E 2634.38' (N 89'56'03- E 2634.44') - <N 89'49'17" E- 2634.54'> ((S 89'48'58' W _2634.43')) _ _ - - - - _ 1317.19' <1317.27'> T i 317.19 <1317.27'> v O M N � lf; i Itn O Z N 89'55'43" E 170.97' w 60.97' 110.00' Ki co( i 'Y O 0 rn �. l�'S> 2 co O N z �. �8 �,�Sz _L 7L ci CD N 89'58'32" E 1317.00' � TRACT NO 5316 SS �C)A � L17 � N .4g::4 '1 o ��7Oo?q �10 _ 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 6D.00' 60.00' 60.00' 60.00' 60.00' 66.00' 106.00' 68.00' L3 I O�� 87.60' 60.Dd' 60.00' 60.00' o Gr �� 3 3 ``' 4, 10'PUE My N 3 3 co _ _ ' rn 20 /R8 - - - _ _ un_ ^ - M � _ �. m. �- oo- ca. �• �- �- w• ao- �` �o �a �n � o p' 20' o v co- �' N NO NO NO NO NO NO No No NO NO c�, 0 N N � 4) L5 w . a 5 _ o �. _ Q 3 . 022 . 021 _ . 20 _ , 9co018 . � 1 . � 18 ;r � 15 � 14 . a13 _ � 1 � 11 . 010 ' a �� � ��I I 1 28 Q 0 0 O O 0 0 0 p O O O O a 0 o O O O O O O a o0 00 ao 00 0 0 0 0 0 oo bo 00 00 0o ao Qa b � o °i a ��^ 20'LE&PE z S 89'58'05" E LRg�© `oa 00 00 '00 0 0 wo r oo o O O o 0 0 0 w0 07 v 9 2.84' �'� h' o a / 2 Q O S z z z z z z z �z z j z z z z z z �_z z Z �C4 �-- oI o tno - - -'- _ _ 60.00 60.QOt 60.00 60.00 60.00' -60.00- -60.00" _ _60.50-1 -60.00' 36.27' \ b {cP 68_31' 60.00" 60.00 60.00 60.00' 60.00 - -60.00' - -60.00 - - - - - - - - - - - - - - - - - - - - - - - - 1 E m n to - # - - - - - - - - 1064.58' } N } _ UE C �i,'�t'�' 6N3Q' I `t 0 cnz 30 l 25' C14 �j`� `� _ N 89'58'32" E 1188.00' N GARLAND _ _ AVEN _ `\ N X22 I S 89'58'05" E I - WEST - - 296.00' 296.00' 296.00' i 0I 30' N 300.00' ;r, Q � N A* R2 I I 100.00' N N * `�' 216.63' A+ } 216.63' CI 3- 't-) 1O'PPUE--� 1 220.63' �, fcmnN } 216.63' l .��" 108.32' 108.31' ,s �° 108.32' - 108.31 > 0� o ti 1 10.32' _ -110.31' 'S108.32' _ 108.31' S �, -Ncoo �� I(0l 1 P I 1O'PPUE 10'PPUE I - 1 10'PPUE ;,� 10'PPUEo6 10'PPUE I r, In I I �"-1 D PPUE /� a. 7 6co cn 89'58'05" ES 89'58'05" E ;� 25' l� /i N o, wPPUE �. ° 0 3 00l I� `T ° `� 3 �I w I� ""T N 3 QI S �' .- cv 10'PPUE "T 93 col tt----�� a o o n �" 001 0 120.00' 0Z uj 100.00' I�ro M--� n m y L0 I�I l�i I`r'I 10'PPUE z 0 0co�n w 00 I�'I Z ISI I`c' Z S 89'58'05" E S 89'58'05" E J�' a 'n N o o I� S 89'58'05" E S 89'58'05" E S 89'58'05" E S 89'58'05' E r�� 5 ooI m O Q M O �oI S 89`58'05" E S 89'58'05" E L.0 2 0 123.00' 123.00' 123.00' 123.00' o z 123.00' 123.00' °-z r 125.00' 1'PE f'PE I o 0 v 0 oI o ' 125.00' 1'PE 1'PE--I co I rn n b c° c° w �-i PE 1'PE -� 1�0 1 PE 1'PE--I �1 I� I _ Q l� l I S 89'58'05" E I Mi � u-w o w m S 89.58'05" E N I 1 I l`4 0 �ol I lr� r0 0 1 rn oai �n o �' 6; of 25' 25' 25' 25' � Ro1 Gd.DD' �' r 2 fel8 5 0 8 2 o Q 7 5 7 2 0l I°' 8 I 120.00' w I Lo- in I � o 9 5 �? 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I- Irn- IM o o o io 120.00' v a o a m O Q� wcn O N O O n n 0 O •r�(�a 1 O to cn 066 �j �? 61 O n Q O N Q m Z N I� O w 1'PE--1 n O co O rel Qt I" co l0 8 6 81 �q co wl�co lrn 6 rn • 1 c, N w1�N I� M 0 N LLJ IOI • O 0 0 10'PPUE rel I� ,i I�;I i0 8 M Qj �� Ql O w V tp N N cD M O O _ � Z � �[. o � � � �I Z�,sM 1`�I "' � I M ;�, "'I I I "' to �M l I I I M � O 3 QI V o cl-o 34 "'I 1 _ I '� W S 89'58'05" E S 89'58'05" E I `n Qi S 89'58'05" E S 89`58'05" E `n S 89'58'05" E w S 89'800" E o IoI 10'PU CO z n J I S 89'58 05" E S 89'58'05" E - / i25.D0' w 125.00' o � 123.00' '�' 123.00' o � 123.00' w 123.00' a 123.00' _ I i S 89'58'05" E .- I 1 O 1--1'PE I I a U I--VPE in I o I 120.00' 0 I '� I--1'P E ;n I o in �n �r 1'PE U) o cn '_n_ I z r - oI z 20'PUE-- 85.32' Q Fo `�o oI Z �ol 0 0 (oI z �aI 0 o f 0? al67 a 060 �o to 10 N 89'56'05" E N 125.00' V 01 �� b o go �a1 Io �� 0 0 8� la1 Ia �� o o �� oI I� o � nI 25' 25' ' 2 o co I - Io o 25' 1 25 n o n N 25' 125 n o n 25' 125' I I II In O I " WEST FED --- i I I I z I I I ( Z ( I I I 120.00' z I F-4 2D'LE&P N AVENUE N } 85.30" o S 89'58'05" E z S 89'58'05" E S 89'58'05" E S 89'58'05" E S 89'58'05" E S 89'58'05" E S 89'58'05" E S 89"58'05" E s 125.00' 125.00' F-4 123.00' 123.00' � 123.00' 123.00' I [�'� 123.00' 123.00 I.-1'PE S 89'58'05" E � co I 10'PPUEA I I 1O'PPUE --I I l 10'PPUE 10'PPUEJ- I 10'PPUE o w - -\ --10'PPUE I 10'PPUE l w 10'PPUE 0 0 w Q 0 O roo� w I o Z 1'PE O 25' 10'PPUE:O 0 a oI Q I�I a a� 01 O IoI 8 Q- 5 tJ oI , 1 a 0 20' a p o Q 3 5 `-j 2�' ISI 0 8 a 8 0 0I I�f 8 8 7 0 � �� f 7 S o Ln f cD o h 1'PE�� z I�* o 1 0 0 I w i1 co Ico 0 1•PEI I n 1'PE� I I � rt o C 16 i o n 1'PE--I I 1 � } .,., 0l n E v in � I I } - I } - 1 23.20 R 11 �n I __ 4 - - -� 108.31' 108.32' C 108.31' 108.32 �, !6, 7g 108.31' 108.32 � ! �' 216.63' 93.63' . zN R� Q - 100.18'C17 2 r Q Cs 110.31' 110.32' �°� !6+ �. 6' I 216.63' } * 216.63' Qco v o N 220.63' /�\ N N 89'56'05" E 296.00' - n - - N ty ,_' 153.21' N 89'56'05" E 296.00' N 5 z - N 89'56'05" E 300.00' - 142.79' W - - N 89'56'05" E 296.00' N 89'56'05" E 175.00 3 AVENUE .PpvE R1 m 442.79' 00 DAYTON 924.22' - ;� Q �© C>> n WEST 1 N n Z • 838.79' N { 1 < o r F �S _vC12 N } 348.88' N !r! - - - -6-000- I /� �� T T T '_ T T �_ m rn ,��q 6 \� C18 -58.57 60.00 60.00 60.00 60.00 150.31- !�7 - Q �� 50.32 60.00 f 60.00 60.00 60.00 _60.00 60.00 60.00 60.00T 60.00T 60.00T . 60.00T 68,47Tf w w f a_ '�'� 19 f ww } a 25' w ± `'' 3 3 3 3- ! o Ln O �3 o {f 30 0� 3 3 3 3 3 3 - _ 0� 0Yn a- = a - - a ` iv a 25 cn cn' 5 o I I 0 n ` - n ;r, in ;n. n ;n1z a.no ino Ono `no `no `noo .no cno � 0 � 0 N0 '� 420 �� " I MI 45�� 46 4710o 48 � 4� to 50 51 0 52 � 53 54 55 58 57 � � � 0� 040f 41 4304-4 M - o 0 0 0� 0 0 0 O O O 8M M M M M in • 0 0 M 0 0 20'LE&PE a Q 3v> ^ 3 o rn 3 � 0 0 0 0 0 0 0 "� o � 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O ( I �p z QO o p o, a o 0 0 0 b ici b S b '-- b .- 0 -- b .- b •- o .- b o .- o 0 .- 0 .- o �- ao o O O cA O I-- O O O O O O O O O O O 0 z z z z z z z 1O'PPUE- z� 10'PPUE z z z z z z z z z z z z z 10'PUE-- --30 1145.64' 93.00 84,99' 60.01' 60.00' 60.00' 60.00' 60.00' 65.00' L1 ZL1 65.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00 60.00' 60.00' 60.00' 60.00' 60.00' 60.00 80.00 L2 0 1488.00' E-1 N 89`56'05" E 1316.82' <N 89'49'39" E 1316.88'> n N N 89'56'05" E 1316.82' o <N 89'49'34" E 1316.89'> N M N n M N Sy r M �f z M VI 0 IV M I F��j' w z N N O` 0 O M M cj z O V SOUTHWEST CORNER SECTION 00 SOUTH 1 4 CORNER SE v 22. 13/19. FOUND SCOTT z � t/c4CAY MONUMENT, DOWN 1.2'. 22, 13!19, FOUND 354 N McKAYCORNER RECORD {J 0. 6N 1 IRON PIPE. DOWN 0.5', TAGGED RCE 10782. CORNER rn / M RECORD NO. 2924. N 1316.45' _ - - - _ - 1316.45' _ - - - - - - -- -- ---� --- -- - --- ---- - N 89'56'26" E 2632.90' (S 89'57'00" W 2633.03') <N 89'50'02" E 2633.00'> ((S 89.50'03" W 2632.90')) REVISED 1-05-06 SHIELDS AVENUE REVISED 8-31-05 WEST REVISED 2-24-05 FIAL MAS' OF 31 5 6 TRACT :N . N PHASE 1 OF TATM TRACT NO, 5516 C TE . HOBS IN THE CITY OF FRES FNESND COUNTY, CALIFORNIA SURVEYED AND .'I TED IN FEBRUARY, 2005 BY DI),'*'! N & ASSOCIATES CONSIS NG OF S SHEETS S ETSOFS LEGEND: FOUND AND ACCEPTED MONUMENT AS DESCRIBED HEREON SET 3/4" X 30" IRON PIPE, UP 4" IN 6" PCC MONUMENT, DOWN 6", TAGGED LS 5277. INDICATES RECORD DATA AS SHOWN ON PARCEL MAP NO. 2777, RECORDED IN BOOK 19 OF PARCEL MAPS AT PAGE 14, FRESNO COUNTY RECORDS. < > INDICATES RECORD DATA AS SHOWN ON PARCEL MAP NO. 2659, RECORDED IN BOOK 17 OF PARCEL MAPS AT PAGE 48, FRESNO COUNTY RECORDS, CURVE DATA: RADIAL DATA: LINE DATA: :RECORD DATA AS SHOWN ON PARCEL MAP N0. 8$--20, RECORDED IN TA RADIUS ARC CHORD RADIAL RADIAL 600K 49 OF PARCEL MAPS AT PAGE 53, FRESNO. COUNTY RECORDS. LINE BEARING DISTANCE CURVE DEL NUMBER NUMBER LENGTH LENGTH NUMBER . NUMBER RADIUS INDICATES RECORD DATA AS SHOWN ON PARCEL MAP NO. 2876, RECORDED IN BOOK 19 OF PARCEL MAPS AT PAGE 64, FRESNO COUNTY RECORDS. L 1 N 89056'05" E 25.00' C 1 25'50 31" 50.00' 22.55' 22.36' R 1 S 64'87'34" E 50.00' L 2 N 89'56'05" E 30.00' C 2 23`05'27" 50.00' 20.15' 20.01' R 2 S 8T13'01" E 50.00' O.R.F.C. OFFICIAL RECORDS OF FRESNO COUNTY. L 3 N 89"5832" E 30.00' C 3 53'29'15" 50.00' 46.68' 45.00' R 3 N 39'17'44" E 50.00' ' 7 C 4 65'49'43" 50.00' 56.$6' 53.85' R 4 N 25'51'59" W 50.00' PUE INDICATES PUBLIC UTILITY EASEMENT NOW OFFERED FOR DEDICATION FOR PUBLIC L 4 N 00 01 55 E 2 00 - - - - -- _ ' " USE. „ 50.00' 1 81 . E 50.Op - - R 6 N 3 0 2 • 42.33 41.08 L 5 S 89 58 05-E - 1's00 C 6 - -48 3 36 O83.60--- 7-4.20 - R 5 S 53 03 58 E 50.20, L 6 S 45 01 p0 E^ 20.77 C _ y N 1 72224" W 5p.00' PE INDICATES PEDESTRIAN EASEMENT NOW OFFERED FOR DEDICATION FOR PUBLIC USE. L 7 N 44 59 00 E 16.53' C 7 47.44,41„ 50.00' 41.67"' 40.47, R 7 7'0�" W 50.x0' C 8 4414 24 50.00 38.61 37.65 R 8 N 65 L 8 N 27'47'25" W 21.01 LE INDICATES LANDSCAPE EASEMENT NOW OFFERED FOR DEDICATION FOR PUBLIC USE. L 9 N 44'59'00" E 20.77' C 9 6'27'07" 50.00' 5.63' 5.63 R 9 5 70'38'31 W 50.00 ' „ C 10 47'32'58" 50.00' 41,49' 40.31' R 10 S 64'11'24" W 50.00' INDICATES PLANTING AND PUBLIC UTILITY EASEMENT NOW OFFERED FOR DEDICATION L 10_ N o0 01 55 E 27.65 - L 11 S 45'03'55" E 20.77' C 11 37'58'34 50.00' 33.14' 32.54' R 11 . S 75'41'55" E 50.00' PPUE 7 C 12 23&04'26" 90.00 20,14 20.00 R 12 N 64!07'34" W 50.00' FOR PUBLIC USE. 1. 12 N 44'56'05" E 20. 7' , ' '1 " 0. 0' DEDICATED` R PUBLIC STREET PURPOSES AS INDICATED L 13 S 45'01'00" E 16.53 C 13 141 44 25 50.00 "123,69 94.48' R i 3 S 68 9 28 W 5 0 n INDICATES PREVIOUSLY FOR L 14 N 45 00 13 E 20.77 G 14 242 44 38 50.00 211.83 85.38 R 14 S 14!50113" W 50.00 U HEREON. L 15 S 445947 E 2p ' " .77' C 15 139'00'47" 50.00' 121.31' 93.67' R 15 S 23'08'21" E 50.04' R 16 N 014259 W 50.00- - � INDICATES NOW OFFERED FOR DEDICATION FOR PUBLIC STREET PURPOSES. L 1 fi N O0 01 55„ E 11.89 C 16 14 16 10" 50.00. 12.45 12.42_ L 17 N 31'08'12" E 10.00' C 17 11'34'21" 50.00' 10.10' 10.08, ,Ii;WWirtll��k INDICATES RELINQUISHMENT OF DIRECT ACCESS RIGHTS. C 18 21`25'22" 50.00' 18.70' '18.59' C 19 1'39'04" 50.00' 1,44' 1.44' THE SHADED BLUE BORDER INDICATES THE LIMITS OF THIS SUBDIVISION. NOTE: SET 3/4" X 30" IRON PIPE, DOWN 0.5, TAGGED LS 5277, OR WILL BE SET WITHINONE YEAR OR ANY APPROVED EXTENSION THEREOF, FOR ALL LOT CORNERS, BLOCK CORNERS, AND THE BEGINNING AND ENDING OF ALL CURVES. 1 BASIS OF BEARINGS. THE WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 22, 13/19, M.D.B.& M, WAS TAKEN TO BE NORTH AS SHOWN ON PARCEL MAP NO, 2777, RECORDED IN BOOK 19 OF PARCEL MAPS AT PAGE 14, FRESNO COUNTY RECORDS. REVISED 1-05-06 REVISED 8-31-05 REVISED 2-24-05