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4y 3(,%D <br />TRACT NO. 3736 <br />r r <br />SUBDIVISIONS OF SAN JOA OUIN COUNTY <br />N0. <br />THE TRA ILS OF <br />A <br />UNIT NO, 4 <br />a <br />ARAN TEC �J <br />z BEING ALL OF THE DESIGNATED REMAINDER AS <br />o� <br />115.00'(9)(,1)- <br />• <br />N89'46 40"E% I� 240.00 (M)(J) �" ` ~ `� - �\ <br />d �' SHOWN ON THAT CERTAIN PARCEL MAP FILED FOR <br />-' � L21 --. A � o • •'' � � 7 <br />• ----- -�� aI L20 L25 ' D�%/�► i_'�`` <br />Q 259 <br />6,850 SF 1 0 <br />N89'46'40"E 102.00' <br />I Op <br />I \ <br />RECORD IN BOOK 27 OF PARCEL MAPS, AT PAGE 22, <br />/ S.J.C.R. AND LYING IN A PORTION OF THE SOUTH <br />HALF OF SECTION 77 AND A POR TION OF THE NORTH <br />\{ HALF OF SECTION 14, TOWNSHIP 2 SOUTH, RANGE 6 <br />EAST, MOUNT DIABLO MERIDIAN. <br />{ CITY OF MANTECA, SAN JOAOUIN COUNTY, <br />CALIFORNIA <br />JANUARY, 2022 <br />(DR TIISTAR ENGINEERING GROUP, INC. <br />258 1 a 12th 5209! 524-3525 CA 95354 <br />q d <br />5,100 SF 1 `� \ �� , NOTES: <br />N89'46'40"E 102.00' 1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISL NOTED. <br />2- THIS MAP REFERS TO APPROVED TENTATIVE MAP TSM 14-75-01 AND APPROVED <br />����,`! ADDENDUMS THEREOF. <br />o1. sp O f. 3. ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORDS AND BOOK OR VOLUME <br />q 257 1 0\ 'r"' U\r `� C PRECEDES PAGE. <br />5,100 SF I "' ��� 4. ALL DISTANCES SHOWN ALONG A LOT LINE THAT CONTAINS A WITNESS CORNER ARE <br />N89'46'40E 102.00' 1 \ FROM LOT CORNER TO LOT CORNER. <br />5. ALL LOT CORNERS: SET 3/4" X 30 IRON PIPE, TAGGED LS 9099 U.O.N. <br />I 6. WITNESS CORNERS: FRONT LOT CORNERS, SAW CUT '+' IN CONCRETE AT 1.00 -FOOT <br />1 o I \ DISTANCE FROM LOT CORNER ON LOT LINE PROJECTION. <br />a <br />Ld 5,100 SF Q ,� <br />Q ct�u N8s'4s 40 E 102.00' ` REFERENCES: <br />`�- <br /><C (A) RECORD OF SURVEY, BOOK 37, PAGE 150, S.J.C.R. <br />co I o (B) "CERRI UNIT NO. 1", 43-M&P--158, S.J.C.R. <br />O °� (C) RECORD OF SURVEY, BOOK 9, PAGE 88, S.J.C.R. <br />JN 5,100 SF 1 ° ,��,� �P��`+� ,1 (D) RECORD OF SURVEY, BOOK 33, PAGE 133, S.J_C.R. <br />N89'46 40 E 102.00' " o �1 \ (E) PARCEL MAP BOOK 10, PAGE 7, S. J. C.R. <br />(F) RECORD OF SURVEY, BOOK 7, PAGE 260, S.J,C.R_ <br />J <br />o (G) "CERRI UNIT NO, 2", 43-- M&P-159, S. J. C. R. <br />o', \ (H) WIDDO WS PLAT FF -174, S.J. C. S_ R. <br />52Q0S F ' o Q I �Z `L,, w,G° (1) "THE TRAILS OF MANTECA, UNIT NO. I" q y-M&P-'N, S.J.C.R. <br />I <br />N89'46'40'E 102.00' \ (J) „THE TRAILS OF MANTECA, UNIT NO. 2' q q-M&P-3y , S.J.C.R, <br />1s (K) "THE TRAILS OF MANTECA, UNIT NO. 3';41A-M&P-319, S.J.C.R. <br />1 Z _ (L) PARCEL MAP, 27 -PM -22, S.J.C.R. <br />253 1 � � � 1 <br />a 5,100 SF 1" I �rJ LEGEND: <br />0 50 N89'46'40'E 102.00' Ism, 100 SFN SEARCHED, FOUND NOTHING <br />W. C. WI TNESS CORNER <br />SCALE- f- 50' U. 0. N. UNLESS OTHER WISE NOTED <br />I p I q0 b^ <br />r,. (A) SEE REFERENCES THIS SHEET <br />��I q <br />f o 252 I o C <br />�, "' 5,100 SF ' R1 (M) MEASURED <br />w <br />W N89'46'40 E£ 102.00' 1 <br />�. <br />30' <br />2 Jam^^ 7 0. I � Q � 23' I <br />d o <br />Iuj 5,100 SF �� Nss•40z6"E 521.18'(M)(L) <br />!� , <br />Wi <br />N89'46'4DE 102.00' I Q 1 � ~� " ', L26--,� <br />FE 4 THER ROAD N89'40 26 E 841.81 23 OD'(M)(1) L 17� 226.81 ' M1(r K <br />-�-T - <br />,, � 615.00 <br />23' 564.59' - - �_- 23.00'(9)(1) f <br />250 I N <br />(R) <br />LINE TABLE <br />C18 <br />CURVE DATA, SEE CURVE TABLE <br />LINE <br />BEARING <br />LENGTH <br />LINE DATA, SEE LINE TABLE THIS SHEET <br />L 15 <br />S89-46'40-W(R) <br />60.00' M ! <br />L <br />L 16 <br />S00' 13 20 "E <br />10.82' M Ll <br />L <br />L 17 <br />NO 1'09'22"W <br />46.00 M <br />N(L) <br />L20 <br />S89'46'40"W R <br />46.00' M J <br />L <br />L21 <br />N89'46'40 't <br />82.00' M J <br />L <br />l22 <br />S00' 13'20 "E <br />60.00' M J <br />L <br />L25 <br />N89'46'40 <br />L26 <br />S00' 13'20 E <br />15.71'(M)(1) <br />L27 <br />S00' 13'20 "E <br />53.91 ' M 1 <br />L28 <br />N89'40'26"E <br />50.41 '(M) r <br />(R) <br />RADIAL BEARING <br />C18 <br />CURVE DATA, SEE CURVE TABLE <br />THIS SHEET <br />L18 <br />LINE DATA, SEE LINE TABLE THIS SHEET <br />R/W <br />RIGHT -OF --WAY <br />M&P <br />MAPS & PLATS <br />PM <br />PARCEL MAPS <br />S <br />RECORD OF SURVEY <br />OR <br />OFFICIAL RECORDS <br />D.N. <br />DOCUMENT NUMBER <br />P.U.E. <br />PUBLIC UTILITY EASEMENT <br />SJCQ SAN JOAQUIN COUNTY <br />-`--- -- ---�_ --- --`- - -_-- ----- �, �~� I � &J. C. R. SAN JOAQUIN COUNTY RECORDS <br />SOO - 9.34 FLR) <br />I <br />r <br />— - - — - - - .�. 10' P.UE. - - - - - - � •� 16 I L 15 �-,-. ,---- - - S. J. C. S_ R. SAN JOAQUIN COUNTY SURVEYOR'S <br />214 • • ( CURVE TABLE RECORDS <br />222 1 CL CEN TERLINE <br />1 I 1204 CURVE DELTA RAvrus LENGTH <br />249 i 1 1 I C2 90'06'14" 20,00' 31.45' M 1 t EX EXISTING <br />1 221 220 219 218 217 216 215 I C3 90'06'14" 20.00' 31.45' 9 t SF SQUARE FEET <br />C4 90'00'00 * 20.00' 31.42 M J L TYP TYPICAL <br />CS 90'00'00" 20.00' 31.42' M J L FD FOUND <br />248 1 223 t SEE SHEET s ) 213 i C6 93'2139" 20.00' 32.59 M 1 L COR. CORNER <br />- - — .- SEC. SECTION <br />SUBDIVISION SUMMARY. MONUMENT LEGEND: BASIS OF BEARINGS: CR CORNER RECORD, S.J.C.S.R. <br />I. N. INSTRUMENT NUMBER <br />RESIDENTIAL LOTS (56) 7.06 ACRES 0- SET 3/4" x 30" IRON PIPE, TAGGED LS 9099, U.O.N. A COURSE OF NORTH 89'51'05" EAST BETWEEN CITY OF C.Q.M. CITY OF MANTECA <br />LOT A 268.58 ACRES— SET 3/4" x 30" IRON PIPE, TAGGED L5 9099 !N MONUMENT WELL, U.O.N. MANTECA MONUMENTS No. 208 AND No. 219, AS CALCULATED - CALCULATED FROM RECORD <br />PUBLIC RIGHT--OF-WAY 2.47 ACRES FROM COORDINATES SHOWN IN BOOK 33 OF SURVEYS, AT PAGE _ _ CITY LIMIT LINE <br />—•— FOUND 3/4" IRON PIPE, TAGGED LS 9099 (L), U.O.N, 133, S. J. C. R., WA5 USED AS A BASIS FOR ALL BEARINGS SHOWN <br />TOTAL 278.11 ACRES —U— FOUND 3/4" IRON PIPE, TAGGED LS 9099 IN MONUMENT WELL (I), U.O.N. ON THIS MAP. ALL DISTANCES SHOWN ARE GROUND. TO OBTAIN <br />ti. <br />GRID DISTANCE MUL TIPL Y GROUND DISTANCE BY 0.999929269. <br />—U— FOUND 3/4" IRON PIPE, TAGGED LS 9099 IN MONUMENT WELL (J), U.O.N. SHEET 5 OF 7 <br />k: `,j19 -234f) trar7st,dvg\mappiag�subdivrsi�n ,unit 4\1.9-2340 unit 4 sht 5 3125/2022 7:52 A0 <br />y4 3 6D <br />