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40 <br /> FND 2.5" BRASS DISK IN, MON. <br /> WELL, STAMPED "1984 L.S. 4676" <br /> HELD PER (R3)(R4)(R5) <br /> m CITY OF TRACY MON. NO. "19" <br /> n C7 FND RAILROAD RAIL ON END Iii UNE TABLE <br /> N 2093102.92PARCELMAP <br /> V�2 <br /> E 6296636.60 AT 1/4 SEC. CORNER n , LINE LENGTH BEARING <br /> S 00°22'05" H/ HELD PER (S4) I „ <br /> L1 382.54 N 89 30 47 W <br /> 00 22 42 w I FOR CONDOMINIUM PURPOSES L2 227.61' N 89.30'47" w <br /> � I m 2644.27'(M)(R4) I 2643.62'(M)(R4) FND 2.5" BRASS DISK IN, MON. BEING A PORTION OF THE NE 1/4 AND SE 1 /4 SEC. 22,TOWNSHIP 2 SOUTH, 340.54 N 89 30 47 W <br /> I WE <br /> HELLL <br /> D' PER (R3)(R4)(R5)STAMPED "L.S. 4479 RANGE 5 EAST, MOUNT DIABLO BASE AND MERIDIAN AS DESCRIBED IN THAT L5 185.61' N 89.30'47" W <br /> N I N S 00 22 23 W 1 BASIS OF BEARINGS 1 CITY OF TRACY MON. N0. "20" CERTAIN GRANT DEED RECORDED MAY 17, 2005 AS DOCUMENT NO. L7 �� <br /> v I N CITY <br /> 5287.89'(M) C3 01 2005-118012 OFFICIAL RECORDS OF SAN JOAQUIN COUNTY. LS 63.61, N 44 3208 w <br /> 54.95 N 89"34'00" W <br /> N ° i 5287.92 (GROUND)(R5) N I L10 75.00' S 24'28'49" W R <br /> 1 a, 90 03 20 I N I�' CITY OF TRACY - SAN JOAQUIN COUNTY - CALIFORNIA <br /> rn <br /> HELD PER (R4) i i� N 2098390.35 L11 56.92' N 48'25'25" W <br /> W ; a �;w E 6296671.03 OCTOBER 2008 L12 42.00' N 0.26'00" E <br /> Ln <br /> m I� I w <br /> o ? z �.�� � �k W KIER & WRIGHT <br /> m 1 ,p:70 N 00 26 18 E 1 0 ►� CIVIL ENGINEERS & SURVEYORS, INC. (� <br /> Z N I 45 7.27'(M)(R4) 1 (`l j 1233 Quarry Lane, Suite 145 Phone (925) 249-6555 <br /> = Oo 1 I m Cn Pleasanton, California 94566 Fax (925) 249-6563 <br /> Ln I 1 I I Z �N � <br /> cD4830.05' 1 <br /> k--- ------------- ------------------------ I v W <br /> • U <br /> N 00'26'18" E 5287.32' 5287-57(R4) <br /> CM) NIN fy <br /> m ItoN � O) h <br /> 1 w IP W/ 1 00 0 .FND 3/4 0 30 60 120 180 c <br /> 00a, <br /> � �,,� TAG L.S. 5182, 10 � J D <br /> • I 0 PER (R3) HELD PARCEL 8 <br /> �-: 0 I '- <br /> FOR LINE j i,��Oi Scale 1" = 60 ft x <br /> CURVE TABLEN00.29'1 YE 7 �' <br /> � CURVE RADIUS DELTA LENGTH 262.01' <br /> o m i 10m C7 608.008124587.15 <br /> j� SFNF, 1/4 SEC. CORNER CS 72.80'' " . <br /> I ` <br /> N N I ESTABLISHED BY S.P.M. I 0.50'(M)(R1)(R2) C9 75.00' 87'52'17" 115.02' ( i n LO.D. FOR ROAD PURPOSES <br /> 4 1 N 1 N I ' „ cU �>I <br /> SFNFI _ 2643_38'_ CHRISMAN_ I ! ROAD 2643.38' N I C12 75.00 114 35 52 150.01 !+ ° �38 �`�� w D.N. 2009-050342 <br /> �-- --- ----------------------------- <br /> 3881.51, - <br /> m S 00°29'45" W 5286.76' n FND BOLT & WASHER \\\ _0 ON � <br /> n 0 FND STEEL PIN W \ <br /> II 0 N <br /> PUNCH HELD FOR INE N 0.50 NOF SECTION \�\� CA 0 <br /> N N w CORNER <br /> p) coo PER (R1)(R2) HELD PER (R1)(R2) S63°23'28"E (R)i< ��\ -�-� o o <br /> BOUNDARY SURVEY SECTION 22 --------- � • <br /> N <br /> N.T.S. ...-- <br /> W <br /> ,�j N07•46'45'_w_�R� __�-1-�N o I <br /> BASIS OF BEARINGS , N <br /> THE BEARING OF S 0'22'23" W BETWEEN CITY OF TRACY MONUMENT ,, CD N00'02'46"W (R) I i 11 N N <br /> NO.'S 19 AND 20 OF THE CITY OF TRACY MODIFIED GEODETIC CONTROL W vii oo 10.00' <br /> NETWORK WHICH IS BASED ON THE CCS-83 ZONE 3 (EPOCH 2004.0) �o �`' o <br /> AS CALCULATED FROM THE RECORD OF SURVEY FILED IN BOOK 36 OF t11 Co o w o R=588.00 I I <br /> SURVEYS AT PAGE 118, _S,J.C.R., WAS USED AS THE BASIS OF -j w L�.I �,,� J Oi' �v, Q 01 X0'28'45" <br /> BEARINGS SHOWN HEREON. DISTANCES ARE GROUND LEVEL AND MUST _j 0 -j 'moo 0 PARCEL 3 o L=4.92 c______,_ L12 <br /> oo -�------ <br /> U-)BE DIVIDED BY 1.00007264 TO OBTAIN GRID DISTANCES. cri w C) N �� o N 10' IRRIGATION ESMT. Q <br /> S.W.E. \d'• --.-1 <br /> \N o Q �>' �O Z - z 3 N 89'34'00"W --- <br /> p _ , � \���, cv �,y��i � ., � � ? i'I I i� D.N. 2009-044009 � I <br /> PARCEL 4 R=53.50 10 P.U.E. <br /> ted' <br /> A=29-24:01" �\\57.70 � ,.►�1, R=53.50 0 0 0 �li o 46.66 �� � i� <br /> \ `\F �� .►��;� A 46'14,38 R=309.,50» i ,��, i D.N. 2009-050344 Z <br /> L=27.45 --- \\�\ J I 16.36-- L-43.18 A=8 37 29 01 •�`L p`L/ �� <br /> N57°45'16"E JR1�\ \�\ 60.00' i �i I N00'29'45"E 1856.69' L=46.59 ' cot w --i <br /> - - - -- - - -- _ T --- - -- - - --�--_---- \T \ -4 - - - - - - - - - - - -- - - - - - -r-Zi C' / / C o F- <br /> ------ 125_66'----� (-- - -- - --- - - - - - - - �� � - - - - - �.` - - - - - - - - - - - - � L - _� - -- - - -- - -- � /�,� N�'- o Z <br /> ----�--- ---�--- --- - - - - - -- -= 4 - - - -- - - - i - -- - - -- - - - - i � Q <br /> _ : 1 7 -- o <br /> ----------- -- ------ ----------- -------= _=_= =-= ---- ---- �, -� co -� <br /> --------- ----- -------------- ---- - <br /> S89°30'15"E _,.-I I N00 29 45 E 775.20' _ , ---_-____- __-___ <br /> 762.29' ..-� <br /> 62.00' --'�I I � 10 IRRIGATION ESMT. � �� 0 60.00 0 �-� ��93.15 � �� �� �� � C� <br /> D.N. 2009-044009 26.06 - N o N00 29 45 E 1155.44 ao <br /> - - - - - - 775.00 6O.Ow-d- �� - - - - <br /> N64'47'S6"E-_ �'' 105.45' -'' � o \�\ ,-- SEE DETAIL A � - - - - - - - - � - - - - - - - S ____I <br /> 44.38 -- ` _ 64'18'11"- „� cv ON SHEET 2 0'2945" W ` <br /> N89 34 00 IW< 0.50(M)(R1)(R2) I <br /> 443.76' \ HELD PER (R1)(R2) - 794.37' CO(( <br /> i - - <br /> _ 1244.18 _ _ _ _ • 1399.70'(M) 1399.75'R2 <br /> ( ) ) <br /> � � --- S 0 29 45 W 3882.01'(M) 3882.15(R1)(R2) - - - - I • <br /> I o o FND MON. DISC W/PUNCH / <br /> 1-- FND 1Y" DOMED STEEL � o " <br /> BOLT W PUNCH IN LIEU OF N 00 N STAMPED L.S. 4334 12-04-02 - _ i o <br /> / PER R1 R2 o S 0'29'45" W <br /> RR SPIKE, PER (R1)(R2) - / o w o _ _ _ _ _ _ - - _ _ _ _ CHRISMAN ROAD ( )( ) 0.30' S 89'3015" W <br /> ,T Q� - - - - - - - - - - - - w- - - - - - - - -� - - - - - 20.00'- W <br /> o Z <br /> � a � I= oa_ <br /> CO N 2 m \ 1243.90'-' a s <br /> FND 3/4 REBAR W/CAP- - _ a.o V) 0 F- 0 ` \ I N o <br /> STAMPED L.S. 4334 /� ON Q 1244.18 1399.70(M) 48 w <br /> PER (R1)(R2) Z q* � \ J o = <br /> (iC m Z w <br /> 25.00'(R1)(R2) o o Z � o <br /> u7 DE TAIL <br /> WESTSIDE IRRIGATION DISTRICT DETAIL N `` o " <br /> BOOK "A" DEEDS, VOL. 465 PG 319N.T.S. <br /> SCALE: 1"=60' <br /> ,� <br /> �,1 �� JOB: NO. A05728-3 SHEET 3 OF 3 SHEETS <br />