RECORD OF SURVEY 33-131 - Laserfiche WebLink

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FD BOLT, NO TAG ' 4 0.8' BELOW PAVEMENT FIRST STREET FD PK NAIL (1) S89.44'00'E(M){G)(H) SET TACK FD R/R SPIKE (F) BASIS OF BEARINGS (G) 1316.44'(Ml 1318.00'(G) 1318.51'(f7 NO TAG 30.01' 706.49'(M)(H) 706.60'(1) - 329,97'(M)(H) 30' 279.98'IMI(H) \.. 299.96'(M) 396.62'(M) 396'(G) ` 30. 1' FD 1 1/2" I.P. S89°44'00"E(M) / 310.00'(M)(G) 309.98'(M) 310'(G) 0.3' BELOW SURFACE FD 1/2' I.P.(I) + ` S89°44'00"E(M) S89'44'00"E 203.52' NO TAG 619.98' 13/4" O.D.) I SET PK NAIL N89044'00"W 0.05' TAG RCE 9924 50' 1u/ " FROM CORNER S01.06'45'E 0.08' LSD 6013LOT SOUTH OF R/W I LINE ADJUSTMENT LINE cnm I � N RECORD OF 60 o Z z o o m SURVEY A PORTION OF SECTION 5, TOWNSHIP 2 SOUTH, m O y A 1.01 AC p RANGE 9 EAST, MOUNT DIABLO BASE d ME �, I w Z CITY OF ESCALON, MERIDIAN. m 2 I �- __. SAN JOA COUNTY CID (AZ 60' I I S89.44'00"E CALIFORNIA A > N �± CD � 16.40 o SCALE: 1" 80' S89.39'09'E 219,87' NOVEMBER, 1994 m m ` NOLTE and ASSOCIATES U v o I I gIneerCHERRY LANE, SUITE aore D o 0iD p ^� M I I ANTECA, CALIFORNIA 95337 • N TELEPHONE: 1209) 239-9080 w O c0 C14A D ( � m m 0 N T V _ m m �a� C z 1 1 rn 0,0 8' g8s�5315 V m C cn FD 1/2" I.P. 250.28' °' z FD 3/4" I.P.(I) m 1.61 AC �' 3 - o o RCE 9924 6 IN MON. WELL _ l 0 1' BELOW 0.08' � m I �► TAG RCE 16835 v' SURFACE. 0 I Z `�� 0.06' EAST OF LINE - S89.39'09"E r" o FD BOLT 0,2g' Q P�� EAST P. PIPE 119.76' ov m o � N O REF. - 1- OD --� C FD 3/4` I.P. (I) I 7 NEW PARCEL G� TAG RCE 16835I LINE (TYPJ I n o ..,� 0.6' BELOW I CD 1 SURFACE 110.00'(1) 1 z a) o Q 1 m z a. �. S89.44'00"E 250.28'(M) 250.0'(1) 9) o 0.64 AC ^' o w N39.� FD 3/4' I.P.(I) c» � m C2 G)0 3?s• NO TAG A I Z SCALE 1' = 80' 91 SFN 0.4 (D' BELOW cNn --� I 398.95'(M) 398,68'(G) 2'01 ,j1kR1 m G, SURFACE m m S89•a4 00`F(M) aoo.9s' M) s2'0 T43�/ NEW PARCEL $ DO RADIUS LENGTH CHORD CKBEARING DELTA C1 14 LINE (TYP.) 119,70'S8931'S7`E 219.74'100.04' C1 47.00' 174.47' 90.20' N55'43'59"E " C2 50.00' 43.19' 41,86' S25.51'40"E 49.29'50" , v N v, 22 2.48'(J) o w I , 2.01 (M) II /4� IRON398.9A 0 FD O ROD a C D TAG 12-RCE 8189 - I II - - RS 184 �` -J- -I - C 0) 0,28' `"'--0.13' C1 1 _ " I I bl� ` cn ^' = m i• rn I r. 0.07' - - w w -- -- 4 -�- - -N m z FD 1/2' I.-P. (I) -� o m o b. � b 0.83 AC TAG RCE 9924 I o 1 m M C 2S 0 0 1 9 0) 0.17' �• I o A I 16 0 -) A z m M $ A W w n; S88.59'33 219.60' 97) ry N 0) S89.44'00"E 220.14' 4y 89.04'00W *4o 1 I 5.0 0' j' a o 60.18'(M) rn N01.08'00"W N8 •44'00'W I - :110°1 _.- - °' 60'11) q 40.00' N01 08 00 W 24 i0 I rn( - - - - rn w_ c=, 95.0 3' " -� co 'e _ _i_ _ 30.01' 65.02' 40.00' 3I FD 3/4" IRON �- _o_ 1 J 8.00 AC I 1e ROD. NO TAG. T cn . �' w 80' 0.3' BELOW SURACE "'o -� 0 �, 0.76 AC fD� o; � - -- - � �- - Z3 --- --{ o, R S 12-18 4 - - -- i. 1 - A .o 9)l 215.28' 9 I C I I S OLD o A 250.31' PARCELN rn N89.32 '38"W EAST 1/4 465,59' !' LINE G) I 0 ) 0 80.03' SECTION N CORNER 25 I 3 �, I p ANGLE BISECTOR o Q' FD 3/4' I.P. I rn I .� I 4 I I 2.17' / R.R. R/W FD 1/2" SQUARE ROD I o vv- INSIDE 2 1/2' I.P. � FD 1" I.P. (B IRON PIN) FD 3/4" I.P. N °i M 2' ABOVE GROUND INSIDE 2 1/2" I.P. w n • NSIDE 2 1/2 I.P. o NO T AG, NO REF. G7 S01.04'37'E 0.13' I I o I I 30' 30' rn 80 INSIDE 2 1/2 I.P.IP (D) 2.5' HIGH NO TAG 2 ABOVE GROUND CO S89 32 38 E 0.18 I '- OF CORNER, 50' NO TAG, NO REF. FROM ABANDONED 2.6' ABOVE GROUND, e.4s5 AC b 400.95'(M) 401.00'(G) 60'(G) c ! RIGHT-OF-WAY LINE ( NO TAG, NO REF. I I'0 h 60. 2'1M 249.9 I 4 (M) 260 IG) 490.841M) EAST 1/4 SECTION CORNER J_ _ 80.03' FD 1/2" SQUARE BAR N S89.32'38"E(M) 1•1.00'(M) (IRON PIN - B G S89.33'E(B)(0) 1321.0113)(G) S.�'� sX1. '1�'j' 1.0' BELOW PAVEMENT (E) SHEET 2 OF 3 31