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RECORD OF SURVEY 38-107
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VOL 38 001-153
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RECORD OF SURVEY 38-107
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3 8 I <br /> / 0 <br /> JO�QIll.N ira4e1YTY FD C.O.S. MONUMENT #14 "'IN-219, R.S. 35-5 • <br /> FD EBMUD SOUTH LINE OF SAN JOAQUIN Tf�,CT 1 P 3-3.9 ,�Sb§fF,efY 30,26' NORTH LINE OF to <br /> MONUMENT COUNTY SURVEY 3626 BROOKSIDE TRACT N3217 40 W 1976.24 (M) BASIS OF BEARINGS <br /> MARCH LANE <br /> (C)(E) RETRACED PER (E) S7301724"W 4271.81'(M) 4270'(B) FD C.O.S. MONUMENT #1003 "STOCKTON S.W. BASE 1954", R.S. 35-5 <br /> ' 24 990.53'(E) 990'(B) SFN <br /> 1795.99'(M) 990.65 (M) 494.94 (M) 990. (M) <br /> FD EBMUD FD I. PIPE FD EBMUD R= 20' 90'04'48" (M) <br /> MONUMENT(C)(D)(E) 0.09' SOUTH MONUMENT(C)(D)(E) EAST BAY MUNICIPAL UTILITY DISTRICT SFN SFN 90;05'00" (B) o <br /> 0.48' SOUTH OF LINE S48'S1'S2"E 0.56' 100 (F) 90 04 30 (E) <br /> FROM CORNER OP N53 49 40 E 0 <br /> ci <br /> OF LINE SEE DETAIL � o <br /> >�6'`9� I SHEET 1 817.03'(M) <br /> 495.02 (M) 495.34 (M) 990.27'(M) S73'17'24"W 990.24'(M) <br /> N73'17'24"E 200.05'(M) FD EBMUD <br /> FD EBMUD FD EBMUD FD EBMUD SFN , <br /> FD EBMUD 200 (A) MONUMENT(C) (D) <br /> MONUMENT(C) MONUMENT(C) MONUMENT(C) MONUMENT(C) (D) SONUM MONUMENT(C) <br /> 0.(D) <br /> 0.21 SOUTH (D) 0.24 (D) 0.28 SOUTH S45'34'27"E 0.52' I o <br /> �'� m FROM CORNER o <br /> OF LINE SOUTH OF LINE OF LINE FROM CORNER NORTH >e»� OUTH OF TRAFFIC o <br /> OF FENCE COLUMN a? SIGNAL BOXLo <br /> EAST LINE <br /> N ^ 6' N ^ SFN OF <br /> cv a _ _ _ _ _ _ _N_Q �' BROOKSIDE <br /> P. 3: o — o SFN TRACT <br /> 0 80 I N N ,2000188 a- N `v SFN RETRACED <br /> z9ac Iva <br /> LEGEND: PER (E) <br /> ALL RECORDS USED ARE SAN JOAQUIN COUNTY RECORDS, 5 co <br /> UNLESS OTHERWISE NOTED. <br /> 60' z z <br /> 60' N73017'24"E 200.05'(M) 1' NORTH <br /> lhor(M) DENOTES MEASURED DATA 200'(A) ON LINE <br /> w ^ <br /> FD DENOTES FOUND P. <br /> 5 13,2 P.� P..� <br /> • DENOTES MONUMENT FOUND AS NOTED 5' WEST I 1 / SFN SFN 0 <br /> SFN DENOTES SEARCH FOUND NOTHING ON LINE 0 000 <br /> IP DENOTES IRON PIN W N N ao <br /> EX. DENOTES EXISTING ^ P. Q N A m <br /> m ,Z-39 J of <br /> DOC. NO. DENOTES DOCUMENT NUMBER Z CILc� Q <br /> O.R. DENOTES OFFICIAL RECORDS Q I z <br /> ^ <br /> J I >-108 �?,s' � <br /> DENOTES EBMUD CONCRETE MONUMENT 00SFN <br /> 00 W <br /> 15 10� o <br /> S.J.C.S.F.B. DENOTES SAN JOAQUIN COUNTY SURVEYOR'S FIELD BOOK (n 0 0o z <br /> ... �-- <br /> °r�° U 8f�001Y,S'lf>�' Tf��CT w � � <br /> oo <br /> ISP 3 5� N o Q <br /> 0 00 0 <br /> ui co oi 0 i\ <br /> z FD 3/4" I: PIN — <br /> N38049'54"W 1.41' ° Q <br /> 0 FROM CORNER z 13- <br /> CD <br /> z I I FD 3/4" » <br /> /4" PIN(A) FD 3/4 I. PIN <br /> REFERENCES: S60'32'00"W 0.12' N18'07'25"E 1.55' <br /> ^ o <br /> ALL REFERENCES ARE SAN JOAQUIN COUNTY FROM CORNER FROM CORNER o <br /> RECORDS UNLESS OTHERWISE NOTED. N o <br /> (A) RS VOL. 16, PAGE 142 I I co <br /> (B) BROOKSIDE TRACT, M&P VOL. 3, PG. 54 `- FD 3/4 I. PIPE <br /> (C) EBMUD MOKELUMNE RIGHT OF WAY DRAWINGS z <br /> FD 3/4" I. NO'38'13"E 0.64' <br /> -\ <br /> 4195-G-112, 4195-G-113 AND 4195-G-114 PIN A FROM CORNER <br /> (D) R.S. 38-82 IF <br /> (E) S.J.C.S.F.B. 441, PAGE 19 I FD 3/4" I <br /> (F) O.R. 176-94 I. PIN N P� o <br /> BENT N <br /> (G) M&P 31-75 N .26=138 0 <br /> o Ir- <br /> FD 3/4" o R= 20' , <br /> I. PIN(A) z R= 20 <br /> I S73'12'S0"W <br /> S16047'24"E 49.90'(M) 50'(A) I 95' S73012'50"W 215.05' <br /> 129.07 <br /> (M) 481.11'(M) I 380.05'(M) 380'(CALC. A) <br /> 60' — — <br /> S73'12'50"W 990.24'(M) 990'(B) 990.38'(E) <br /> FD 1" I. FD 3/4" I. PIN TAGGED RCE ROSE MARIE LANE FD BOLT & <br /> PIPE(B)(E), 2' �P 14269 IN MON. BOX (G) WASHER (A) <br /> DEEP S.J.C.S.F.B. ` I 0.06' SOUTH OF CENTERLINE <br /> 531, PAGE 48-50 RECORD OF SURVEY <br /> SCALE >>, A PORTION OF LOT 1 BROOKSIDE TRACT, M&P 3-54 <br /> �8pBEING A PORTION OF SECTION 5, WEBER GRANT <br /> I STOCKTON, CALIFORNIA. <br /> FOR JORDAN ANDREWS L.P. <br /> WONG ENGINEERS, INC. <br /> PLANNING ENGINEERING SURVEYING <br /> 4578 FEATHER RIVER DRIVE, SUITE A <br /> STOCKTON, CALIFORNIA <br /> 0 80 160 (209)476-0011 <br /> NOVEMBER 2014 SHEET 2 OF 2 <br /> 3 r <br />
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