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MAPS AND PLATS 34-068
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VOL 34 061-108
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MAPS AND PLATS 34-068
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�r <br /> 7R14CT N0. 2934 <br /> SUBDIVISIONS OF SAN JOAQUIN COUNTY <br /> WES J I-rim fM A fCHv <br /> % <br /> o y1 <br /> � UNff NO. 31 <br /> '9%N 53 s'�'��. CURVE TABLE <br /> BEING A SUBDIVISION OF A PORTION OF <br /> N 17°03'22" E ° 54 F N0. DELTA RADIUS LENGTH CHORD CHORD BEARING SECTIONS 21 AND 28, <br /> 64.46' 1 10 38 OO 1502.00 278.75' 1278.35 N 2 03 27 E T. N., R. 6 E., M. D. B. & M. <br /> 55 86 8 31 10 1450.00 215.60 215.41 S 26 00 O 1 W (M)(R3) <br /> N 3$030'19" E........ � <br /> CITY OF STOCKTON, <br /> 70.83' 56 �, S 39 038" w SAN JOAQUIN COUNTY, CALIFORNIA <br /> N 32°4544" E ° <br /> 59.08' 52 57s t- THOMPSON-HYSELL ENGINEERS <br /> �� <br /> 58 J S 89°51'18" £ 1016 12th STREET MODESTO, CALIFORNIA <br /> 50 <br /> N 12043'06" E �' F`Q <br /> 59.84' ° o._...\ 69.36' JANUARY, 1999 <br /> i 37 59 s N07U <br /> J <br /> 49 4 � s90 1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED.38 60 A�2A'� 2. A 10' PUBLIC UTILITY EASEMENT HAS BEEN DEDICATED <br /> 36 ALONG ALL STREETS AS SHOWN ON THIS MAP. <br /> 48 61 J. SET A 516" WITNESS CORNER, ON LOT UNE PROJECTION <br /> 35 39 Y 62 ©p� FOR CONCRETE SIDEWALK.)FACINGLOT CORNERS A ROADWAY. (CHISELED <br /> 47 f �� 4. EACH LOT SHALL BE DESIGNED, GRADED AND MAINTAINED TO PROVIDE <br /> 0 �` 63 0 (` PROPER DRAINAGE WITHOUT CAUSING SOIL EROSION OR <br /> 40 �} 3 t1 Q 24 IQ�,�/ G� DRAINING ONTO AQIACENT PROPERTY. ALL LOTS ARE TO <br /> 611 ORA/N FROM REAR TO FRONT UNLESS OTHERWISE SHOWN. <br /> ° 46 ��` 23 / Q� 5. THIS MAP REFERS TO APPROVED TENTATIVE U4P TM 47-89. <br /> J <br /> 3322 '\ 65 0�1 S 5904424" E 55.001 / 6. ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORDS <br /> 5 41 25 0*1 ����h ..' �N 75°15'42" E 28.28' , AND BOOK OR VOLUME PRECEDES PAGE. <br /> v �CF N 3001547" E 8.82' i Q 5. BY THIS NOTE, ACCESS RIGHTS TO CORNER LOTS ARE RESTRICTED <br /> _` IN CONFORMANCE WITH CITY OF STOCKTON SUBDIVISION DESIGN <br /> 42 `32 J� 21 J � � � �o ....S 59°44'13" E 50.00' / <br /> 45 O �\ L CONFIGURATION. FURTHER THE DEVELOPER <br /> ° ° ... S 30°15'47" W 2.81 r v STANDARDS DRAWING N0. 6, , <br /> / 26 J OF THE SUBDIVISION SHALL SELECT THE STREETS ABUTTING THE CORNER <br /> 12 S 14044'18" E 28.28' Q� LOTS UPON WHICH ACCESS IS TO BE PROVIDED AND ACCESS IS HEREBY <br /> ° 31 20 / 11 0 S 59°4424" E 85.08RESTRICTED ON ALL OTHER FRONTAGES <br /> 44 43 2710 N 57020'08" E 21.79' <br /> 19 13 Sj (� o °" S57°.37'33"E. R) LEGEND <br /> 30 9 \ \ \ L.SUND AND 4876 (R5) UPTED NLESS SUNLESNOTED OTHERWISE4" IRON PIPE 28 � � � Jq <br /> 29 / 18 / 111 { , 1 \OO\��►.9 ! -�- FOUND AND ACCEPTED 3/4" IRON PIPE TAGGED <br /> Jj> \`V �\ L.S. 4876 (R5) IN MONUMENT WELL UNLESS NOTED OTHERWISE <br /> 8 27 O \�fy �\ �g \ -¢}- F0. CITY OF STOCKTON CONTROL MONUMENT, 2-1/2" BRASS <br /> cJ �O 2 fir• �',� Fs DISC IN MONUMENT WELL, STAMPED AS NOTED (R3) <br /> SET 314"X 30" IRON PIPE TAGGED L.S. 4876 <br /> 17 7 /86 F d 28 IN MONUMENT WELL <br /> l S 1 \ --0— SET 314"X 30" IRON PIPE TAGGED L.S. 4876 <br /> 16 `3 ? QG��j 2 SET 112"1/2" X 30" IRON PIPE TAGGED L.S. 4876 AT ALL <br /> T REAR LOT CORNERS UNLESS OTHERWISE N07ED <br /> db CO <br /> SCALE �� = �00� / �� ��� P 32 1 �O 26 E=6327497:231 (CENTERLINE E & CONTROL MONUMENTS) <br /> N <br /> 17 J <br /> S. . .R SAN JOAQUIN 5 C Q COUNTY RECORDS <br /> � 2� O.R. OFFIC14L RECORDS <br /> ��ti% \ R.S. RECORD OF SURVEY <br /> 18 Q 24 I.N. INSTRUMENT NUMBER <br /> y1 (R) RADIAL BEARING <br /> \ P.M. PARCEL MAP <br /> 19 M.&P. MAPS AND PLATS <br /> (M) MEASURED ON THIS SURVEY <br /> 20 / W.C. WITNESS CORNER <br /> SUBDIVISION SUMU4RY 22 P.U.E. PUBLIC U77UTY EASEMENT <br /> `� 2Q <br /> 65 LOTS 11.43 ACRES CURVE TABLE REFERENCE <br /> `� <br /> STREET R/W 3.65 ACRES 1 L4 UNE TABLE REFERENCE <br /> TOTAL ( UNIT NO. 31) 15.08 ACRES (GROSS) 9O CENTERLINE COORDINATE REFERENCE <br /> (R1) RECORD PER. WESTON RANCH, UNIT NO. 23, M.& P. 32-96, S.J.C.R. <br /> (R2) RECORD PER. BOOK 33 OF SURVEYS, PAGE 20, S.J.0.R. <br /> (R3) RECORD PER. WESTON RANCH, UNIT NO. 15, M.& P. 32-106, 5 J.C.2 <br /> P. STOCKTON\14,3254\UN/T3181 8-16-99 SHEET 3 OF 5 <br />
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