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LJO.- 04)C, <br /> { SEE SHEET 3 <br /> �-' I t 25 - -t T---- - - - - - N189'46'23i'W 419.27' M_M _ - - - ---1- - 25 <br /> ST r V\1AR-f I � � - <br /> (46.66') !- <br /> , I �l PENNANT AVENUE <br /> 5 PME 43.34') _ M N88°04'2 E 96.00' o <br /> + 14) <br /> 57.00' o . NI I`v � � Mola o <br /> Ff <br /> ►� co �O N89°46 23"W 329.26 ``� 3 0 0 75'PME\ II N88°08'59t'E � t° �� 36.11' w 43.70' 43.70' w 43.91' 43.70' 43.70' 43.70' 30.74' � _� or �-� J - <br /> �+ 42.00 ss.00 = .� _._ ._._ w <br /> -�- �o. <br /> 94 105222 0 5 PME I Q 25' rD0' PU - <br /> o & o {- II a of M �� "�� I r�0 � 25' 0 <br /> O. R . <br /> I 6 PUE { V �i I N o co �� o �� r` �-'ri ,��n ;n l,ii Z S'T�.07 o <br /> REAR 1 `�V -►o r o o g�rn o <br /> z � , , �� z , 54 z 53652 O 51 50 LI o Ro r of <br /> 1 z z cb,,� I 1 N 0 5'PME 2 6 <br /> CQ N88°OS'5 E 96.00' �y (A '�"' S &E 5'PME-►- & <br /> W �i �� I E <br /> 1: w . 30°'0 LPUE &. L 5'P8 E 5'&E Qv a00 <br /> .� PUc4 = PUE 12�•�• <br /> oo l 7 a 1 0 ' ^ 1 PUE PUE 4 9 QI 4 113 <br /> 51PME ONLYI cv c� N9 r- 6 vi r M o <br /> (TYP) 15 PME 3, o �t 0 1 ,,� I o <br /> i 3 -•�-5'PME5'PME �5'PME -� L5'PME <br /> 0 5 PME <br /> 0 25 <br /> ' � `' o I I � o - i I o I� ,� , <br /> 8 59 E z v <br /> s 8° z <br /> N8 <br /> 0 r�,, <br /> I N89 45 17"W N89"45 17"W 89°45 17"W N89 45 1 r W N89°45 17"W N89°45'17"W w I 3S,�J <br /> QT39. 7'' 96.00' o > 53.45' 43.70' 43.70' 43.92' 43.70' 43.70' -43.70' S 5 <br /> o �f 5 P E o 3. 2' I <br /> 5 PME 1 -- o I •-- I -�:- 5 PME -►- 5'PME -No 5'PME I I X56.33'• ---, <br /> I �"� N 8 PUE I 0 5 PME c� r o <br /> PUE 0 Z • 10 5 71r. t�� N cs'J °' i�il �,,t 5'PME o i�TYP " II _ 2 4( ) ,-i 08'59 E v rN88° , 5 8 5 9 ,. I A 0 <br /> " M c rn M <br /> w Pu <br /> � UE <br /> O 0=12°3845 4 � 4 1� 6 O 6 � <br /> r 5'PME w 62 63 64.r� I04 .� _ <br /> z L-12.36 r T ' <br /> it <br /> I o � ^ & Q, 5 PME o, 5 PME 5 PME Iw� r � 96.00' o � '"' <br /> 12 16"W R ;6 N88°04 26"E <br /> o N PUE d & w & & w ;.� N na o <br /> N I E 25' ' M• in• in PUE vs- in PUE w PUE Q, I 25. cv, i�•J'PP --- --- N70°48'41=E R_). 23 p0 D-'FRONT d S PME UE61.50' 4 `� ,n =t n co �;� z :d'- ,`�° t'3 _ ►59�A-08°42� • <br /> TYPICAL - _ . 25 <br /> d hj 'r �i o r-Ki o ;�� � r- �+ 25 � = L=8.37 y M 1-----� <br /> �-" - '')i ii b I z $rn z T-n 10 PUE g0 I v� ,� -- 3ZZ41 <br /> DETAIL 24.84' 94.64 p-gyp =' - z _ _. ___ 'tr, <br /> �r 9°31 39"E R <br /> N.T.S. _� Cr _ ��-'- �n • �� 30.73' 43.70' 43.70' 43.92' 43.70' z 43.70' 43.70' z 0 ii �� U <br /> L-4.51 ��"I;:� O 36.32 "3' W/C A=04 37 0N8T44 11 W 329.47 o�� - 5 PM ---� <br /> 0--31 15 31 - <br /> � N74 35 1 d W R II M I b I `�'-'- L=30.01' 5'PME <br /> NP. 11 O L1=40°04'14� d `t I N I N� J �4�wv I PUE N <br /> N.T.S. L=38.47 43_37' _ N8 '44`11"W 419.59' M-M r # N 9o� • 2 2 <br /> / I <br /> N OS' E 95.30 - - - - - - _ _ _ 46.75 <br /> 57.03' _ �� " 6 ? <br /> " I o , " R=56' l - BLUE SKY DRIVE to (� R=56' .� a�3 S0"w � <br /> FD. 3/4 \ N65 20 31 E(RV\ Arti A=17°15'4; I c` j " NI A=17°15'45" 0' 9?4.4 „ X03? o I <br /> - 7 .� <br /> 10.00 WIDE �a L 16.87 N89044'11 W 303.64 L=16.87 �`�° •19• S R <br /> REBAR PER (1) ET W/CI I A=68°29'05" 117.51' O <br /> 0.05 WLY \ UNDERGROUND ESMT L=65.74' 23.64' 40.00' 40.00' 40.00' 40.00' w <br /> OF SEC. LINE. o� I „�, - w o = <br /> I 1 TO CONTINENTAL o- -.-- <br /> I 3.0' TELEPHONE CO. N M too It 10' PU �o tD b�`'' _ <�� \ 'Q k. 21 <br /> I z BOUNDARY O.K.l7931164 , I oar rn ")i '-co of 1;)q rn ;�I too °' amu; d � o 'x �A SO h QJ <br /> 1 ,� TO BE QUITCLAIMED "? I w 3 pro coi w ,`�° o°' rn w M brn w co b°' MIV� a$ "'�� \ �k. <br /> 0.054 SEPARATE INSTRUM o PARCEL B I wN '7 - '0 Z $ cn o rn a l o 0D N ,ate .Q <br /> _ � - <br /> z O r7 <br /> \ o�"`EXISTING � � I o� r,,l � � �. 12 I 13 �. 4 �I z 15 � �I Z 17 �- � z o NN � �. <br /> PROPERTY UNE I SDE 3o 0 Oo tl J �I ;n 1 x, 16 x, 18 �I II 11 cD �' <br /> c„ 0 4 5 PME 5 PME ,r 5 PME z <br /> \ w o .- <br /> I 5 PM� <br /> 10' PUE of =� "� z b & & & b f o <br /> I o b 2 <br /> / I �n o 0 <br /> r - ` I o o z( z cr, PUE O PUE Z M PUE z PUE K? H 20 `� `� <br /> N. I 0. <br /> �N o 1 1 �; t 19 � <br /> 1 �-5'PMELO 00 5 PMEFD 3/4 /REBAR \ --4--5 PME L5PME , <br /> o <br /> NO TAG,I PER (1) O 143.98' TOTAL PARCEL B 24.04' 7.02 53.31' 40.00' 40.00' 40.00' JL40.00' 40.00' 40.00' 55.15' .� 96.29' 'A 33.19' FU 3/4 REBAR <br /> DETAIL C 0.05' WEST OF 0 TAG, PER (1) <br /> N.T.S. SECTIONLINE / w 27.02 27.02 <br /> NBV44'11" 661.92' BNDY <br /> a. ' 3 4" REBAR <br /> 101 T I � NO TAG /'� <br /> PER G RA <br /> ` l <br /> I \ �'' _ \ SEE DETAIL CPJL\ Jr J .� lir rr RJ C <br /> a ,- 24 M&P r <br /> N <br /> 0� <br /> PFj r-' Com- rJ M L`1 Z <br /> IM 0 I r r <br /> 27' ' 27' <br /> NOTES: r <br /> N ow w ,. <br /> 1. SEE SHEET 2 FOR LEGEND, REFERENCES, NOTES 3 Z 3/4 SQ REBAR <br /> _ ORIANDO SNE TRACT NO . 3456 <br /> AND BASIS OF BEARINGS. PER (3) <br /> �b � `-' � Z TAGGED RCE 142669 OT AREA T AR OT AREA AREA AREA <br /> 2. CHISELED SLASH (-) TO BE SCRIBED ON c*1 04 _ _ _ _ <br /> TOP OF CURB ALONG PROLONGATION OF �� N I w 27' 1 4,005 SFt 16 3.840 SFf 31 3,840 SFf 46 4,092 SFt 61 4,091 SFt <br /> O O O , N 2 3,962 SFt 17 3,640 SFt 32 4,847 SFt 47 4,092 SF* 62 4,092 SFt SUBDIVISIONS OF SAN JOAQUIN COUNTY <br /> SIDE LOT LINES, UNLESS NOTED OTHERWISE. I z Z z » » <br /> 3 4.032 SFf 18 3,840 SFt 33 4,605 SFt 48 4,860 SFt 63 4,093 SFt <br /> „ p STREET 4 4,032 SFt 19 4,473 SFt 34 4,092 SFt 49 4,770 SFf 64 5,087 SFf AIvIBERGROVE <br /> 3. 3/4" IRON PIPE, 24 LONG, CAPPED AND STAMPED U - 5 4,032 SFt 20 6,227 SFt 35 4,092 SFf 50 4,093 SFt 2,859 SFt SUBDIVISION OF PARCEL "A" AS FILED IN BOOK 7 OF <br /> "LS. 7960" TO BE SET AT ALL REAR CORNERS. ci FD. 3/4n PIN w/CAP STAMPEDPab <br /> 6 4.032 SFt 21 8,232 SFt 36 4,110 SFt 51 4,092 SFt 16,552 SFf <br /> LS 4876 IN MON BOX, PER (4) PARCEL MAPS AT PAGE 65, <br /> AT CENTERLINE OF "Cr STREET. r ____ 7 4,032 sFt 22 4,so7 sFt 37 4,092 SFt 52 4,092 SFt SAN JOAQUIN COUNTY RECORDS, <br /> 8 4,032 SFt 23 3.797 SFt 38 4,092 SFt 53 4,112 SFt <br /> r r 9 4,026 SFt 44 3.840 SFt 39 4,092 SFt 54 4,091 SFt CITY OF LATHROP, <br /> * d'`- : <br /> (D to(0 M 1 3.879 SFt 25 3,840 SFt 40 4,920 SFt 55 4,090 SFf SAN JOAQUIN COUNTY CAt�fORNU <br /> N M <br /> 3 M 11 5,052 SFt 26 3,840 SFt 41 4,707 SFt 56 5,067 SFt <br /> a 12 3.840 SFt 27 3.840 SFt 42 4,092 SFt 57 4,762 SFt <br /> o S.27 S.26 13 3,840 SFf 28 3,840 SFt 43 4,092 SFt 58 4.090 SFt I k An&M ME WI <br /> CML ENGINEERING*LAND PLANNING*LAND SURVEYING <br /> 14 3,840 SFf 29 3,840 SFt 44 4,092 SFf 59 4,091 SFt 51428 FRWAI DR., RDSWON, G1. 94581! (925) 225-0690 <br /> o S.34 S.35 FD. S.J.Co. MONUMENT STAMPED 15 3, SFt 30 3.840 SFt 45 4,110 sFt so 4,112 sFt <br /> z TIS R6E LS 2239 IN MON BOX, PER (1). 840 JUNE, 2005 <br /> 0' 20' 401 80 SHEET 4 OF 4 25001-01 <br /> 8-19-2005 10:15:21 rrichord P.\25001-1fm fm.04.dw <br />