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- gvTD <br /> LOT AREA DATA <br /> Lor so. . Lor so. TRACT NO. 2279 <br /> 1 - -5608 25 5600 SUBDMSIONS OF SAN JAAQUIN COUNTY <br /> 2 5580 26 5600 <br /> 5605 27 5600 <br /> 4 5681 28 5500 <br /> c N 54°25'49" W 5 7196 29 5600 IMNCH <br /> 56.68' 56.67 376 32. 5 9907 30 5600 <br /> 56.68 ; 60 00' 7 5758 31 7121 <br /> �. 98.28 • 8 5466 32 6997 <br /> WESTON <br /> o 4� '48.00' 9 5500 3 5700 TNOw 10 <br /> c ` L, ! 10 5500 34 5700 UNI <br /> N a M l app �, 11 5500 35 5700 <br /> ° °o 4 ^ off, `� 12 5500 36 5700 <br /> °h 4 °� 5 ,o'` �� 13 5500 37 s7oo BEING A SUBDMSION OF A PORTION OF <br /> a h ►� 14 5500 38 5800 <br /> z - z '0 P.U.E. �' h o; , 6 15 5500 39 5800 SECTIONS 27 AND 28, <br /> " © 16 5500 40 5800 <br /> N 33°39'57" f (R) � -"_'�- 'V ' -�--_� �� �` -� � 6 �� 1 5503 41 5800 T. 1 N, R. 6 E., lel. !�. B. dt lel., <br /> 50.00-1-... Nis/- _ -- `-� ,_- SCJ 22 5600 959 <br /> _ EROS © ST,QE-�-. ® 50-00 23 560 CITY OF STOCKTON, <br /> S 61°34'55" £ (9) „ W (R) <br /> SAN JOJAQUIN COUNTY CALIFORNIA <br /> N 13°33 49" w 25' , :,�; - - a 94. �, THOMPSON-h�YSELL ENGINEERS <br /> 17.66 25 1 t' 8 7 a o <br /> r N77'06'42 £ ^ 1016 12th SIRE M D <br /> o� 19.29' o Q N''29494 r"ry 25, o, o <br /> Q) Q 5' I ^` ,� N 60°47'36 w ET 0 ESTO, GAIJFORNG4 <br /> 32 3 , 1 °�,o ti, 95. 13 , NE DATA SEPTEMBER, 1995 <br /> I h LOT A PUBLIC ACCESS STRIP <br /> N 60047",36"" W h "� <br /> - Q 95.76' LINE DIpECTION D!S"ANC <br /> 100.00' N 60°4736" W I '�u ° 60°00''9" W 38.00' <br /> N 60 47 36 W o 18 �` --- <br /> � 7 100.00' 7 �. 8 Q •�2� 19 h' 60�Ov'49" W :3E-GO' NOTES <br /> .J ro 25, ' ��� ��. 20_ N 3e°27'59" EI 12.8x' <br /> v ti kr)1U Q 30 Io I �,! N 60°47'36" W A 21 N 38°27'S9�Ei_ 10. 13' 1. ALL DISTANCES ARE MEASUPED UNLESS GTNErw'SE NOTED. <br /> N 60047'36" W t6 22 61°34'55" W' 12.45' <br /> i I 100.00 w2. A 10 PUBLIC UTILITY EASEMENT HAS BEEN DEDICATED <br /> 23 ' 610 34'55" W 37.55' <br /> 100.00 N 60047"36"' W I of o '�� ALONG ALL STREETS AS SHOWN ON THIS MAP. <br /> 100.00' o o ` 3. SET A 5'6" WITNESS CORNER, ON LOT LINE PROJECTION <br /> o �i to n FOR LOT CORNERS FACING A ROADWAY. CHISELED "+" <br /> N 74035'48" E ^ �� 34 '� Qo 29 r1 I N 60°47'36" W ^ �; IN CONCRETE SIDEWALK.) <br /> 18.51 _ ,25' ^ N 6G°47'36" w ') Itx) ; 100.00' C 5� DESIGNED AND MAINTAINED TO PROVIDE <br /> �, 4. EACH LOT SHALL BE <br /> > 100.00' N 60047'36" W PROPER DRAINAGE WITHOUT CAUSING SOIL EROSION OR <br /> in Q� 1 O o DRAINING ONTO ADJACENT PROPERTY. ALL LOTS ARE TO <br /> n `$ o o 100.00 �I DRAIN FROM REAR TO FRONT UNLESS OTHERWISE SHOWN. <br /> QALISAI -o N Ia © 35 '^ o �'0 5. THIS MAP REFERS TO APPROVED TENTATIVE MAP TM19-68, <br /> �� I� �: N 60°47'36" W CURVE LIATA <br /> COURTh oo $ 0-o N 60°47'36" W 'n "� w 1 100.00' 6. ALL REFERENCES ARE TO SAN JOAOUlN COUNTY RECORDS <br /> clq ° „ ( Wn �.; CURVE DELTA RADIUS LENGTH CHORD TANGENT CH. BEARING AND BOOK OR VOLUME PRECEDES PAGE. <br /> o, �; 100.00' 1 N bG 4 7 36 W o I o oo -2 a „ <br /> 2_ 1 o 1 00 26 37 �� 3300.00 25.55 25.55 12 77 N 56 06 44 ��W <br /> N 15024'12"' W �c o a o o 100.00 4; ^� ^ ;,� ��, 7 09'15'35�� 90.00 14.55 14. 3 7.29 1 w <br /> 25 0, 3 6 "? j f` w o 0 8 23 30 16 60.00 24.61 24.44 12.482604251 W LEGEND <br /> 18.26 4i ^ ^ ^ o a S Mi I-N 60°47'36" W <br /> X10 'n 2 7 I� 9 40012'40" 60.00' 42. 1,1 41. 21.96' N 0500,6137" W <br /> N 1 N 6°°47'36" W I"' ") I 100.00' 10 36 19 59" 60.00 38.05 -7741 19.69' N 43024 ,56"' W -a- FOUND AND ACCEPTED 3/4" IRON PIPE TAGGED <br /> v 100 00' N 60°47'36" W $1 0 11 l0O 02 55'' 60.00 104.77 -V-l -9-6"--71.571. N 1 0 �� R.C.E. 29547(R1) UNLESS NOTED OTHERWISE <br /> o, ( 100.00' �� / 2 13 006,57'18" 3300.00 55.00 27.50 N 1 W �� <br /> S 14 DO 57'18" 3300.00' 55.00 00 27.50' N 4*?Z29" W -"'` FOUND AND ACCEPTED 3/4 IRON PIPE TAGGED R.C.E <br /> to �' �' Cl I`o o , „ 057118"" 29547(R1) IN MONUMENT WELL UNLESS NOTED OTHERWISE <br /> o z N� J7 � S 2 6 to I N 60 47 36 W 15 003300.00 55.DO 27.50 N5,5024"471-0 W <br /> ` r ;� to 1 100 DO' 16 03 23'03" 3300.00' 194.91 194. 8 97.48' 4° -�`- FD. CITY OF STOCKTON CONTROL MONUMENT, 2 1/2" BRASS <br /> o IN 60°47'36" W ti 1 �� ° ' DISC IN MONUMENT WELL, <br /> `�' N� N 60°47'36" W o 0 17 OS O1 32�� 3275.00' 287.26 287.1 143.72 0 �17�� ' „ STAMPED AS NOTED <br /> N 100.00 �' oI 0 18 02 57 14 3250.00 167.56 16 . 4 83.80 <br /> ° -{-- SET 314"X 30 IRON PIPE TAGGED L.S. 4876 <br /> IN oI o�0 100.00 ,'�I 19 --d-1 31 14 ' 3250.DO' 86.25 86.2 43. 13' 4°1 IN MONUMENT WELL <br /> O °I <br /> 3(5 25 0 1 N 60°47'36" W 20 O1 26'00 ' 3250.00' 81.31 1. D 40.66' N °44'4 " W „ <br /> "� 1 21 00 36'55" 3275.00' 35. 17 . 1 17.58' 1' " SET J14"X 30 IRON PIPE TAGGED L.S. 4876 <br /> d c\' I N 60°4736" W 60°4736" W I oI 100 00' 0 22 04024"37"' 3275.00" 252.09 252.03 126. 1 f '49"� (M) MEASURED ON THIS SURVEY <br /> 100.00' N of , 4 0 24 08 37 55 9°.00 13.56 13.55 6.79 N 57 15 58 W W,C. WITNESS CORNER <br /> N 74°35'48" E ` I 4, �I 25 00 04'32" 3300.00' 4.36 4.36' 2. 18' N 52 59'f,6" W <br /> 100.00 3 <br /> (� � P.U.E. PUBLIC UTILITY EASEMENT <br /> 18.51' �`' SI 3✓ °g° 00 2`� to �u ;r 1 N 60°47'36" W <br /> 25 ,• SET 1/2" X 30" IRON PIPE, TAGGED L.S. 4876 AT ALL <br /> %" Ik6 : `� 1 100.00' T <br /> ` 8 N N 60°4736" W W of o REAR LOT CORNERS UNLESS OTHERWISE NOTED <br /> PHILLIP " 60047"36'*" 15 Q N <br /> w, ® � Ocv 100�, �, ; o, N=2 153 535. 135 CALIF. COORDINATES-83, ZONE 3 <br /> o - N Q� 100.00' �,! z �; h N E=6 327 497.231 (CENTERLINE & CONTROL MONUMENTS) <br /> COURT � ° z o 4 0 S o 23 Io `� o I N 60°4736" W <br /> 00 $ S.J.C.R. SAN JOAQUIN COUNTY RECORDS <br /> z c N ( ° ;o h N'� � 1 100.00 0.R. OFFICIAL RECORDS <br /> 25' N 60 47 36 W N 60°47'36" W 2 pl g R.S. RECORD OF SURVEY <br /> N 15024-'12"' w , �j CENTERLINE C006 QUA QATA <br /> 18.26) W 1 ;_ 1 100.00' 100.00' g �I I.N. INSTRUMENT NUMBER <br /> Q S $ o �tJ 1 N 60°47'36" W O =2 154079.38 (R) RADIAL BEARING <br /> to =6 327,076.22 <br /> 41 Q6 � 22 co �''� 1 100.00' ti P.M. PARCEL MAP <br /> cv 1 "' 1 ) "� =2 154 303.70 M.&P. MAPS AND PLATS <br /> o o N 60°47'36" W N 60°47'36" W of cO O <br /> 7 =6,327,201.630 20 CURVE TABLE REFERENCE <br /> 100.00' 100.00' �I f8.78'.. • <br /> 25' 25' N 60°4736" W ® =2 154 532.38 LINE TABLE REFERENCE <br /> � [E-6,327,329.4701 <br /> J J 100.29' $ =2 154 755.91 9� CENTERLINE COORDINATE REFERENCE <br /> J <br /> 'v, 7 =6:327,454.42 <br /> ^ c° N 8 =2 154 606.05 f' S <br /> 1 - ^ =6,327,65 Z 04 REFERENCES <br /> =2153954.43R1 RECORD PER: WESTON NCH UNIT NO. 9, M.& P. 31-82, S.J.C.R. <br /> rj;F� cj NJE-6,327,29 2.76 (R2) RA <br /> RECORD PER. BOOK 30 OF SURVEYS, PAGE 77, S.J.C.R. <br /> (R3) RECORD PER: BOOK 33 OF SURVEYS, PAGE 20, S.J.C.R. <br /> P:\ 143226\212\ 143226F1-V2 9-18-95 D.D. SHEET N0. 34 SHEET 5 OF 6 <br />