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3 (o40) <br /> r <br /> P.ill. 78-183 <br /> FD. 3/4" IRON PIN IN MON. BOX AT R.S. 25-150 <br /> R.5. 22-191 SEC. COR. NO REFERENCE, SHOWN FD. 3/4" IRON PIPE AT 1/4 COR. NO R.S. 18-147 FD. 3/4" IRON PIPE W/PLASTIC RECORD OF SURVEY <br /> ON (A) AS FD. 3/4" IRON PIPE, CAP STAMPED L.S. 4858 IN MON. <br /> ( / REFERENCE, SHOWN ON (A) AS FD. 1" R.S. 11-9 BOX AT SECCORPER (A) <br /> SHOWN ON (G) AS FD. 1 IRON PIN SECTION LINE IRON PIPE AT 1/4 SEC. COR. . . BEING A PORTION OF <br /> SEC. 10 SEC. 11SEC. 11 SEC. 12 SECTION 14, T.2S., R.K., M.D.B. & M. <br /> - - S89-48'30"W (M) S89°48'34"W (A)- - 2630.98'(M) 2630.97 (A) _ -~� �-- - S89°48'17"W (M) S89°48'10"W (A)- - 2630.69'(M)-2631 .43'(A) _ - SAN JOAQUIN COUNTY, CALIFORNIA <br /> SEC. 15 SEC. 14 1/4 SECTION LINE R.s 10-11 SEC. 14 SEC. 13 <br /> I 20' i I SECTION LINE AUGUST 2006 <br /> 20' 20' <br /> NORTH SHEET 1 OF 1 <br /> SECTION LINE S00°06'16"E (M) /-FD. 3/4" IRON PIPE TAGGED „R.C.E. Q I BASIS OF BEARINGS I 20' <br /> 1320.12'(M) 20948 PER (B)(E) NO2 41 02 E QUARTAROLI & ASSOCIATES <br /> 1 .46' 30.06'(M) VERY RUSTY ( I THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTERLINE OF I LAND SURVEYING LAND PLANNING <br /> RIVER ROAD o <br /> 0 ° „ ° „ 0 � CARROLTON ROAD LYING IN A PORTION OF THE WESTERLY LINE OF SCALE: 1" = 400' ENGINEERING <br /> S89 45 29 W (M) S89 45 29 W (M) r� cv I I MANTECA,CA <br /> SECTION 14, T.2S., R.8E., M.D.B. & M. SHOWN ON R.S. 29-165, <br /> � I 1316.01 '(M) 30.0O'(M) 1325.02'(M) o I S.J.C.R. AS N.00°07'49"W. <br /> ^ I 1/4, 1/4 S89°45'29"W (M) 264.00'(M) I v -----1/4 SEC. COR. ^ I <br /> N SECTION LINE � I Q I SURVEYOR'S STATEMENT <br /> ¢ ^ � N' U --► f co <br /> r 0 o Z W < I I THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY <br /> SEE NOTE O O 0 � � F M I ^ DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL <br /> o Q 4 r ° N sG LAND SURVEYORS' ACT AT THE REQUEST OF JAMES P. CWICK, IN AUGUST, 2006. <br /> SOO 20 58 E (M) <br /> Q1319.77'(M) �i fir. DOC # 2006-24�54a <br /> v v I FD. 1/2" REBAR W/CAP IN MON. > o r- �? I a �+�6 <br /> 11/29/2006 10:07A Fee:7.00 <br /> I CO o ^ ren I BOX NO REFERENCE SHOWN ON A ro I � Q �b• 0 DATED THIS5 DAY 0 D <br /> N p ( ) rO C7 * Page 1 of 1 <br /> Ln <br /> .-eco °' AS FD. P.K. NAIL, SHOWN ON (E) AS S51°23'06' E (M) 0 ¢ Recorded in Official Records <br /> Lf) ^ � n „ �' / County of San Joaquin <br /> ro v v w o FD. 3 4 IRON PIPE a <br /> � I w o o o I / S18 35 53 W {M) 2.84 (M} N I ca�� MIC AEL L. QUARTAROLI, Assessor GARY <br /> Clerk <br /> � I O D z I R.S. 9-84 1 .88'(M) --1 16 COR. o L.S. 4450 <br /> / I Paid by SHOWN ON DOCUMENT <br /> LICENSE EXPIRATION DATE. 09/30/07 <br /> R.S. 29-165 - - - 7 <br /> � o 5276.81 '(M) PER (A) a, <br /> Z <br /> Z I N o o , 1/4, 1/4 S89°45'29"W (M) rJ � W <br /> NI SECTION LINE RIVER ROAD Q COUNTY SURVEYOR'S STATEMENT <br /> z S89°45'29"W (M) 264.00'(M) 0 INTERSECTION OF CENTERLINE OF �o J J <br /> RIVER RD. 8c VAN ALLEN RD. v �-�-�S00°06'14"E (M) <br /> ¢ I a I w N ' 1314.08'(M) i Q THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE <br /> O m I R.S. 8-188 7954.94' z I PER (D) � w , <br /> !� �� o o Z PROFESSIONAL LAND SURVEYORS ACT THIS / sr DAY <br /> !� !� DETAIL B �, OF �o���s�-� , 2006. <br /> 0 , DETAIL A I o .- SEC. COR. , o •aC N�,� �ANO <br /> FD. 1 DIA. HOLE IN NOT TO SCALE o I o > �� s <br /> V < I CONC. BRIDGE AT SCALE: 1"=100' I SEE NOTE 2 �' ����`� ° <br /> M, 1/4 COR. PER (F) �- 2638.75'(M) 2638.94'(A) <br /> 2633.01 '(M) 2633.20'(A) --� �-- 1319.37'(M) --� �'`--- 1319.38'(M) THOMAS R. FLINN, � No. 4440 <br /> R.C.E. 23341 <br /> ^ S89°46'25"W (M)(A) I 5271 .76'(M) 5272.14'(A) i ESTABLISHED 1 4 SEC. COUNTY SURVEYOR * Expire <br /> 1/4 SECTION LINE I w ^ BD / REGISTRATION EXPIRATION DATE. 12/31/07 s 9-30- 07 <br /> 0 1/4 SECTION LINE o COR. I D RTIES POER AND <br /> D <br /> NOTES �- W c )c ) LEGEND of CA��� <br /> to <br /> 1 . RIVER ROAD IS SHOWN AS 80' WIDE PER TUCKER SURVEY DATED I ,� ,-� I --U-- INDICATES FOUND MONUMENT AS NOTED <br /> � � � , MAY 4, 1882, VOLUME 8, AT PAGE 532 1/2, SAN JOAQUIN � � I� � � --{�-- INDICATES SET 3 4" x 30" IRON PIPE TAGGED L.S. 4450, <br /> COUNTY SURVEYORS RECORDS. ° / <br /> ^ ^I ^ N I o UNLESS NOTED OTHERWISE <br /> 2. THE SECTIONAL BREAKDOWN PER THE MANUAL OF INSTRUCTIONS �► I o <br /> o I FOR THE SURVEY OF PUBLIC LANDS OF THE UNITED STATES WAS �'I o o Q FD. INDICATES FOUND ON THIS SURVEY <br /> z NOT FOLLOWED BECAUSE NUMEROUS HISTORICAL SURVEYS HAVE N rN o rro 60 F S. 70-187 S.F.N. INDICATES SEARCHED, FOUND NOTHING <br /> SET A PRECEDENT. (6 R,S. 9-6 rri �M) INDICATES MEASURED THIS SURVEY <br /> SECTION LINE N � I P.M. 8-186 � `�' � <br /> CALC) INDICATES CALCULATED FROM RECORD INFORMATION <br /> 20' FD. S.J.CO. PIN AND WASHER N I !?M. 18-78 N I 0.R. INDICATES OFFICIAL RECORDS, BOOK AND PAGE, S.J.C.R. <br /> 20' AT 1/4, 1/4 SEC. COR. PER R.S. 24-726 20, R.S. INDICATES RECORD OF SURVEY, BOOK AND PAGE, S.J.C.R. <br /> 1/4, 1/4 SECTION LINE 0 20' M. & P. INDICATES MAPS AND PLATS, VOLUME AND PAGE, S.J.C.R. <br /> ro i ( ER (1 C)(G) IN MON. BOX i 2641 .03'(M) r� I P.M. INDICATES PARCEL MAP, BOOK AND PAGE, S.J.C.R. <br /> PER (I) 2635.78'(M) 1316.01 '(M) 1325.02'(M) 1323.40'(E) (SEE DETAIL "B") (R) INDICATES RADIAL BEARING <br /> I.N. INDICATES INSTRUMENT NUMBER, S.J.C.R. <br /> P.U.E. INDICATES PUBLIC UTILITY EASEMENT <br /> S89°45'29"W (M) S8904531"W (A) I 5276.81 '(M) 5277.01 '(A) P.M. 4-84 I S.J. INDICATES SAN JOAQUIN COUNTY SURVEYOR'S RECORDS <br /> © I "A" INDICATES BOOK "A" OF DEEDS, VOLUME AND PAGE, S.J.C.R. <br /> RIVER P.M. 6-137 I ROAD IPA:)) <br /> " F.B. INDICATES FIELD BOOK BOOK AN PA SAN A <br /> ALLEN `-' (SEE DETAIL A ) D GE, JOAQUIN <br /> N <br /> n COUNTY SURVEYOR'S RECORDS <br /> ROAD REFERENCES I P.1V 76-110 (.0 <br /> ; N W.C. INDICATES WITNESS CORNER <br /> ¢ o I^ 7 CH. INDICATES CHAINS <br /> MELLO o ¢o (A) R.S. 29-165, S.J.C.R. > o w S.J.C.R. INDICATES SAN JOAQUIN COUNTY RECORDS <br /> AVE. r Q {B) R.S. 26-110, S.J.C.R. o I o00 o I DOC. N0. INDICATES DOCUMENT NUMBER, S.J.C.R. <br /> z z o (C) P.M. 6-137, S.J.C.R. z I I,-,� C.R. INDICATES CORNER RECORD, SAN JOAQUIN COUNTY <br /> w o (D) R.S. 10-187, S.J.C.R. o SURVEYOR'S RECORDS <br /> . <br /> Q 0 0 d o (E) R.S. 24-126, S.J.C.R. I o o <br /> Q z¢ W (F) R.S. 5-230, S.J.C.R. I RECORDER S STATEMENT <br /> 0 > cn (G) P.M. 18-78, S.J.C.R. SECTION LINE � <br /> RIVER (H) P.M. 20-86, S.J.C.R. 1/4 SECTION LINE . r <br /> ftp _ SEC. 14 SEC. 13 FILED THIS c� DAY OF N��/ 2006, AT ��,�.M. <br /> qp (I) C.R. 00 286, S.J.C.S.R. I IIN BOOK 3(e OF SURVEYS <br /> S.F.N. AT 14 , AT PAGE �� AT <br /> I N89°43'16"E (M) 2637.67'{M) 2637.73'(8) I FD. 3/4" IRON <br /> / � .:��_ 1312.65'(M) 1312.73'(B)(C)- - 1325_02'{M) 1325.00'(8) _ - PIN AT SEC. THE REQUEST OF MICHAEL L. QUARTAROLI. <br /> SITE SEC. COR. <br /> • - - 00 <br /> 871 .92 (M) �-FD. 3/4" REBAR COR. PER {C)(D) FEE: $ <br /> 330.74'(M)(B)(C) 872.00'(C) SEC. 23 SEC. 24 <br /> AT 1/41/4 SEC. <br /> 981 .91 '(M) 981 .99'(B) COR. PER (B) T.2S., R.8E., M.D.B. & M. ' <br /> W. <br /> VICINITY MAP FD. 3 4IRON PIPE TAGGED SECTION LINE _38 �► BY. ju <br /> FD. 3/4 "IRON / R.S. 27 GARY W. FREEMAN ASSJ�,I�JT/DEPUTY RECORDER <br /> NO SCALE R.S. 26-710 PIN TAGGED R.C.E. L.S. 3730 PER (C) R.S. 70-133 <br /> D.D. SHEET NO. 61 14269 PER (B)(C) NO0°16'44'W 0.19'(M) ASSESSOR-RECORDER-COUNTY CLERK <br /> { } 2005-265 <br />