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()() <br />CA VL'RA S RI TlL'R 100.07'(M)(A) , <br />FD. 2' LP. WITH CAP, N76 -11'15"E 1911.34 M A �� �� �_,, "- FD. 3/4' IRON PIN <br />NO TAG PER (A) LOT A TAGGED RCE 8189 <br />1253.82 (M)(A) PER (A) <br />,'115.22'(M)(A) 44223'(M)(A) ` 4-=-721.27'(M)(A) N7671'15"E 532.55'(M)(A) -•=a, ,--.-+ <br />- • - • — 557.45(M) ,�' i _T 1 F_ T _F T _T T SFN- ; •', <br />I�� I 557.55'(13-R/S-39) ; <br />1 <br />461 47 481 491 501 511 521 531 541 551 561 571 5,31 59 TERRANOVA COURT i 1 <br />FD. 3/4" REBAR NO TAG L D 18 1 <br />FITS RECORD POSITION (A) _ BEELER STREET _ _ o B,T 17 23 5 <br />3/4" I.P. TAGGED RCE w -� 1 <br />7029 PER (13-R/S-39) r`Ov C <br />44 <br />21 22 n 3 4" IRON PIN Al <br />45 43142141 40 3 38 77 60 � 1g 20 24 16 � 1 MONUMENT WELL (C) - <br />n I 1 1 1 19 1 � — -t -� 10 cn (NO TAG) <br />7s �-�s> � 40 25 Z 15 00 --- <br />z <br />-1.4 <br />�1 3D 31 1 32 1 331 34 1 35 1 3s 1 37 7� 1 s2 O 3g 26 14 r 0 f,Nf.� <br />1 = <br />n 74 1 63 O. 38 --13 ti Z 4 <br />v <br />27 ' <br />SPIRO_ REST _ — — — — <br />►� v _- — - - 1244.73'(M) 1242.7(D) '+ '� <br />r N 74 01'09 E Im 12 `O <br />7 s4 37 28 — <br />o — — � n <br />_ 72 3 <br />V� s5 � ,°�°. 2g m <br />o ^ 29 2r3 27 1 2s 1 251 24 1 231 22 1 _ 36 11 rn to <br />w I <br />1 1 _ <br />1 TA-��s m 71 T ss n m 10 � * — --- — <br />Q) <br />l�ll7 �° y 7a s7 35 34 33 32 3130 g n <br />1 � 1 Jvl � I � 1 g 12071 21 s9 �. sa m v ,� <br />�1 14 1 1 s 17 13 FARGO STREET <br />FARGO STREET 7 ; <br />1 2 3 4 5 6 j 2J7.34' <br />13 1 1 1 U 3 1 7 s 5 4 3 1 2 1 1 • 1 (M)(C)(E) — <br />FD. 1 " (OUTSIDE DIAMETER) �,1 12 1 1 1 1 720.16'(M) (A) 1 1 - <br />�,- S74 00'04 "W 516.93'(M)(A) 516.73(8) 9 <br />LP. PER (A) `% -� - 1 i'• 4 <br />• 1 FD 3/4" IRON PlN NO -' j�1Y1. �� <br />TAGGED RE 1014, NO REF. y -- <br />/�f & <br />, \ - I I _L � ___ _ <br />" <br />-.--- T <br />o u, __ _ <br />4 1 �j s ( ) <br />" 1 TAG A PIPE BEARS <br />I <br />• _ <br />— ` - FD. 1 LP., NO TAG. (A) <br />1 <br />2 3 4 5 <br />w o -NO <br />NO <br />1 SQ. BAR, <br />S74 00'04"W 1.22' FROM <br />TAG (A) <br />•' <br />-- <br />[3/4" l.P. (PER 13-S-39)] <br />1 <br />1 <br />cn <br />� <br />CALCULATED CORNER <br />\ <br />, <br />22 21 20 19 > 5 <br />GALA V ERAS .65TATEs I <br />MON. WELL () [��TAG lN \ <br />II.P.- <br />oo <br />I Z 3 <br />A R A p p _ �_ <br />10 <br />I <br />Z <br />- FD. 3/4" IRON PIN, TAGGED <br />RCE 8189, NO REF <br />UNIT NO. i 1 <br />TAGGED LS 7539 <br />(� V -- <br />V R T <br />-• v <br />co' <br />[3/4" IRON PIN TAGGED RCE <br />�� <br />IN MON WELL PER B <br />` I <br />j C O <br />32192 PER (E)] <br />P• ()1 'O 1 1 " o pT N <br />COL 10 <br />1/l� _ l J 249'(M) 230'(B)- rq <br />15 14 113 12 <br />F: I l I STREET 17 1 1 7''�S N <br />— �� a ESSEX I � � �57A � I <br />1 7 FD. 1/2" I.P. NO TAG /N MON.--I v V DAW J 2 o <br />53 54 1 WELL BENT 0.2' EAST (A) <br />s <br />1� 15 1 14 113 112 1 1 1 1 1 D 1 9 1 [3/4 I.P. TAGGED �S 5443 )] � 1 2 3 ,, 7 <br />a 16 IN MON. WELL PER MP: 31-107 t — — — — — — <br />T _ 1 —1 —1— 1-- — — I — �':' ELENA -LANE <br />56 55 (q 15 FD. 3/4" I.P. TAGGED LS 5443 - ' a I <br />IN MON. WELL (B) 33 3 7 3 s 35 <br />m 14 <br />34 � " <br />2" BRASS DISC MARKING I �J� / I , - FD. 1 SQ. BAR <br />COS MONUMENT STAMPED ,`V� / I — \ f 1 a : I (6-R/S-157) (NO TAG) <br />"1S-4" IN MONUMENT BOX �� °� 32 33 <br />PER (F) , �yQ �4--WRIGHT —A VENUE 3O i 1 � <br />6 5 <br />3 2 405.29 `'� 01 �� ��� ly p • � —� 1 1 <br />BASIS o I / 29 ljlyl J 7 J 90 <br />"FBE � I Llvl&'F'' <br />� 328�o6(GRD77763'1 I�oS ��1 I 251 24 12 1 <br />— <br />(GRp� j <br />27 I I <br />—' VIE— 22 i 23 <br />E 6333381.43 1 cCLLE ND.. 8 i Zs 14 <br />1 lJl\l17 — 36 �- — I <br />2" BRASS DISC MARKING ( ; <br />COS MONUMENT STAMPED <br />21 <br />"1S-5" IN MONUMENT BOX — 1 15 <br />BASIS OF BEARINGS: PER (F) -HAR 20 1 g 1317 s <br />BEARINGS, DISTANCES AND COORDINATES ARE BASED ON THE CALIFORNIA— — �t- — L \ — <br />COORDINATE SYSTEM 83, ZONE 3 (1991.35). A LINE BETWEEN CITY OF 127126125 I 24 1 � <br />STOCKTON MONUMENTS NO. 1S-4 AND NO. 1S-5 BEARS N 17'16'31 " W <br />AS CALCULATED FROM CITY OF STOCKTON TRAVERSE CONTROL <br />MONUMENT SURVEY, PHASE XIV, FILED FOR RECORD IN BOOK 35 OF <br />SURVEYS, AT PAGE 5, SAN JOAQUIN COUNTY RECORDS. ALL DISTANCES <br />SHOWN ARE GROUND LEVEL DISTANCES AND MUST BE MULTIPLIED BY <br />0.99994120 TO OBTAIN GRID DISTANCES. <br />k: \j16-1875 Calaveras estates iv\dwg \mopping \subdivision\ 16-1875 iv fm body 1/20/2021 10.J5 AM <br />4 <br />D <br />TRACT NO, 3587 <br />SUBDIVISIONS OF SAN JOAQUIN COUNTY <br />CALAVERAS <br />ESTATES <br />UNIT NO. 4 <br />BEING A PORTION OF LOTS 8 & 9 OF THE MAP <br />ENTITLED "SPERRY TRACT" RECORDED IN <br />VOLUME 3 OF MAPS & PLATS, PAGE 51, <br />SAN JOAQUIN COUNTY RECORDS AND <br />LYING IN A PORTION OF <br />SECTION 17 OF THE C.M. WEBER GRANT <br />CITY OF STOCKTON, SAN JOAQUIN COUNTY, <br />CALIFORNIA <br />SEPTEMBER, 2020 <br />gAbR THSTAR ENGINEERING GROUP, INC. <br />620 12th Street, Modesto, CA 95354 <br />(209) 524-3525 <br />REFERENCES: <br />(A) CALAVERAS ESTATES UNT NO. 3, M&P: 41-31, S. J. C. R. <br />(B) DAMA ESTATES, M&P: 41-02, S.J. C. R. <br />(C) CORONADO COMMERCIAL COMPLEX, PM: 4-148, S. J. C. R. <br />(D) SPERRY TRACT, M&P: 3-51, S. J. C. R. <br />(E) PM. 22-4, S. J. C. R. <br />(F) RIS 35-5, S.J. C. R. <br />- - FD. 3/4" IRON P/N /N <br />MONUMENT WELL (C) (NO TAG) <br />SCALE: 1" - 120' <br />34-R/S-6 <br />• <br />FUL TON STREET <br />- FD. 3/4" I.P. TAGGED LS 5205 <br />(34-R/S-6) <br />NOTES: <br />1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED. <br />2. THIS MAP REFERS TO APPROVED 7ENTA77VE MAP P17-0356. <br />J. ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORDS AND BOOK OR VOLUME <br />PRECEDES PAGE. <br />4. ALL DISTANCES SHOWN ALONG A LOT LINE THAT CONTAINS A WITNESS CORNER <br />ARE FROM LOT CORNER TO LOT CORNER. <br />5. SET 3/4" x 24" IRON PIPE TAGGED LS 9099 AT ALL LOT CORNERS UNLESS <br />OTHERWISE NOTED. <br />6. EACH LOT SHALL BE DESIGNED, GRADED AND MAINTAINED TO PROVIDE PROPER <br />DRAINAGE WITHOUT PONDING, CAUSING SOIL EROSION OR DRAINING ONTO <br />ADJACENT PROPERTY. ALL LOTS ARE TO DRAIN FROM REAR TO FRONT UNLESS <br />OTHERWISE SHOWN. <br />7. OWNER / DEVELOPER MUST COMPLY WITH NOISE ATTFNUAT70N REQUIREMENTS AS <br />SPECIFIED IN THE NOISE ELEMENT TO THE GENERAL PLAN. <br />8. BY THIS N07E, ACCESS RIGHTS TO CORNER LOTS ARE RESTRIC7FD IN <br />CONFORMANCE WITH CITY OF STOCKTON SUBDIVISION DESIGN STANDARDS DRAWING <br />NO. 6, CONFIGURATION. FURTHER, THE DEVELOPER OF THE SUBDIVISION SHALL <br />SELECT THE STREET ABUTTING THE CORNER LOTS UPON WHICH ACCESS IS TO BE <br />PROVIDED AND ACCESS IS HEREBY RESTRICTED ON ALL 077-IER FRONTAGES. <br />LEGEND: <br />O SET 3/4" x 24" IRON PIPE, TAGGED LS 9099, U.O.N. <br />OO SET 3/4" x 24" IRON PIPE, TAGGED LS 9099 IN MONUMENT <br />WELL, U. 0. N. <br />• FOUND 3/4" IRON PIPE TAGGED L.S. 6805, U.O.N. <br />FOUND 3/4" IRON PIPE, TAGGED LS 6805 IN MONUMENT WELL, <br />U. 0. N. <br />FD. FOUND <br />SFN SEARCHED, FOUND NOTHING <br />(A) SEE REFERENCES THIS SHEET <br />(M) MEASURED <br />S. J. C. R. SAN JOAQUIN COUNTY RECORDS <br />OR OFFICIAL RECORDS <br />DOC DOCUMENT NUMBER <br />UON UNLESS 077-IERWlSE N07ED <br />PM PARCEL MAP <br />M&P MAPS & PLATS <br />(R) RADIAL BEARING <br />C18 CURVE DATA <br />LP. IRON PIPE <br />RIS RECORD OF SURVEY <br />* CALCULATED FROM REFERENCE <br />0 CENTERLINE COORDINATE SYMBOL <br />SHEET 2 OF 3 <br />