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i ; <br /> INTERSTATE 205 <br /> S85'25'18'W(C)(R4)98.1C R4 <br /> 31.50' STORM DRAIN CHANNEL R.O.W. 0 R4 77.07'(C)(R4) 8?�6,3 <br /> 4'$78'02W C w <br /> •� 58 75• C R4) STORM DRAIN <br /> 37.50'(R4) W 3� I.N. 90094725 �C)(R4) CHANNEL R.O.,W. <br /> INTERSTATE 205 '73.2 <br /> 826 09'(C)(R4� C N82'17'S3'E C R4 311.97' C R4 <br /> C R4 - <br /> N7355'26 E 172.63 N82'17'S3'E 311.97' <br /> 395.77' 90094727 <br /> I.N• v' <br /> 788'53' 12' WIDE ACCESS EASEMENT 12' WIDE ACCESS EASEMENT <br /> l� I.N• g1039207 N73-55'26"E 5 N16b4 34((Z I.N. 90094727 I.N. 90094727 C� <br /> ? ` <br /> 43.49'fi-04'340W 7 395.77' 787.9 R4) <br /> 9103920 <br /> U1y1T 1y0. 1 PE'SCADE'R0 COL 01\4Y ' <br /> M, P. 10 - 44 <br /> L ' y <br /> U1y17' 1\10. 1 PES�`A DER O COL01W <br /> Y <br /> W INTERSTATE 205 <br /> N1. & P. 10 44 � <br /> W 3 CHANNELTRROM�RAIN � 48' STORM DRAIN <br /> z 31.50' STORM DRAIN CHANNEL R.O.W. INTERSTATE 2 0 5 '5cr • 4 826 09 C R412'wIDE I.N. <br /> NCE90094727 SS ENT CHANNEL R.O.W. <br /> 568o2!5 N73,55.26 _(C)(R ) <br /> 43.49' <br /> ' <br /> = 43.50' " 453.31' S00'22'11"W 257.09 S7 6'04'34"E r <br /> 18.90' - ^ ^ <br /> U S05'42 08 E I.N. 92055140 _ _ I.N• 91039207 788.53 ` Z K v <br /> N84'1 7'52"E S73'39'05"W(R) cy 889• N73•55'26 E f� N <br /> I 540.19' U 37 4�E(R) 9207 219.55 X87.95' r ^t ^6 ,� <br /> LL;1 Q I.N. 92055141 9103 <br /> N84-1 /'52-E 404.54' N89 57'53" N01'23'35"W C7 I.N. "E ai <br /> 50.18' 1.97' _ N7 3'55'26 <br /> 12' WIDE ACCESS EASEMENT 539.29 _ 1 96' C8 ,''•-.F: - m <br /> 49 88, 't <br /> N01'2335"W 3 - -5215 5p"E �:":t ..:.... y <br /> :. 88 <br /> N8957'53"W in 12.Op' ►'� N6 I.N. 91039207 _ C. .>..� <br /> N01'23'35"yy <br /> N <br /> .. LuO^ _. <br /> CURVE RADIUS LENGTH DELTA Z > ao z UNI-r 1YO• J PE'SCADERO COL01yY <br /> C1 100.00 144.53, 82'48;40 A �1, 1,. p, 1 a � <br /> C2 133.00p34.72 14'57 20 Q W IYJ L� 1 <br /> C3 82.00 140.35 98'0412 U1 Y1-Y 1 \l O. 1 PL.`�'J�A DER O COL 01 Y J = LC?' 25 - co <br /> Q <br /> C4 386.00' 56.42 08'22'28" V) ";••• •• ;',.' o ' <br /> 10 4 4 <br /> C5 70.00 119.82 98'0412 U ::, <br /> C6 374.00' 54.66' 08'22'28" Q L.J. <br /> BASIS OF BEARINGS: <br /> '_•• :r <br /> C7 958.00' 18.63' 01'06 52 V) <br /> C8 958.00 10.84 00'38 54 THE BASIS OF BEARINGS FOR THIS SURVEY IS TRACY MODIFIED GRID <br /> BETWEEN 'TRACY do 'SUGAR' SHOWN ON RECORD OF SURVEY, BOOK 30, <br /> PAGE 18, S.J.C.R. AS N. 02.28'07" E. ? <br /> ALL DISTANCES THAT ARE NOT SHOWN AS (M) OR (R 1 THROUGH R 11) <br /> ARE CALCULATED. a. <br /> 90.14' I N TER STATE 2050 r' <br /> INTERSTATE 205 0 o W <br /> 2 N N <br /> LL_ - 1' "W N81'28'48"E 601.06' S84'17'52"W 589.11' W o cv <br /> ft <br /> W W [--o-31.88' S00'22'110W I.N. 92055140 I.N. 92055140 135.80' UJ 0) Z <br /> STORM DRAIN CHANNEL R.O.W. $ oN 50 25 50 <br /> W STORM DRAIN CONSTRUCTION I o o °'Lli N z <br /> Z_ + 14.17 S00'22 11 W - '4 - 695.33' C 695.35' Rl l S84'17'52"W 540.19' .'Na't z <br /> -� -+12.15' S00'22'11'W I.N. 92055141 <br /> W = N81'29'41"E 696.92' S84'17'S2"yy 53 134.75'0 o ( IN FEET ) <br /> 9 29' °' 1 INCH 50 FT. <br /> (V% H 12' WIDE ACCESS EASEMENT _•.•. 12' WIDE ACCESS EASEMENT = z <br /> Q U <br /> < 48' STORM DRAIN CHANNEL R.O.W. <br /> U1VT 1\10. 1 PESCADERO COL01W Q <br /> M. P. 10 - 44 RECORD OF VEY � 60.00, <br /> FOR <br /> 89- <br /> TRACY 12' WIDE ACCESS EASEMENT 37 55 <br /> OF T <br /> CITY R I.N. 90094727 _ <br /> -' <br /> TRIPLE 'E' ENGINEERING & SURVEYING CO. A PORTION OF SECTIONS 22 & 27, T. 2S., R. 5E., MD.B.&M., AND LOTS 2-7, MATCH <br /> EXCELLENCE AND EFFICIENCY WITH ECONOMY 23, 25--36, 48-51, 56, 57 & 58, UNIT' No. 1 OF PESCADERO COLONY, LOT 7, SEE SHEET "C„ <br /> 71 E. 10TH STREET TRACY, CA 95376 (209) 835-2192 BLOCK 1, LOT 7, BLOCK 2, LOT 5, BLOCK 3, TRACY GARDEN FARMS, IN RANCHO EET 12 <br /> JULY 1993 EL PESCADERO, CITY OF TRACY, SAN JOAQUIN COUNTY, CALIFORNIA SHEET 13 OF 15 SHEETS <br />