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i <br /> Lli <br /> zr:; _ _ REcoRD of sumviEy <br /> R.0.0 <br /> w FOR <br /> 65.00' <br /> N C7 - t:: CITY OF TRACY <br /> �" ' o I.N. 92124666 ,,y A PORTION OF SECTIONS 22 & 2 7, T. 2S., R. 5E., M.D.B.&M., AND <br /> r- _ 4, 116.00 9� <br /> 1p LOTS 2- 7, 23, 25-36, 48-51, 56, 57 & 58, UNIT No. 1 OF <br /> Li_ + � $ �.°°- � C.1) <br /> 4?O? ���� PESCADERO COLONY, LOT 7, BLOCK 1, LOT 7 BLOCK 2 LOT 5, BLOCK 3, <br /> V) V) 51.00 caC . TRACY GARDEN FARMS, IN RANCHO EL PESCADERO, <br /> Li k ! 2(il�� oo �� CITY OF TRACY, SAN JOAQUIN COUNTY, CALIFORNIA <br /> V) m u R.0• W a� g �^ S <br /> o '" 9,�0 �� `�°s.�- ' - � TRIPLE 'E' ENGINEERING & SURVEYING CO. <br /> Z 0 60' STORM DRAIN C3 ¢?0? ��J EXCELLENCE AND EFFICIENCY WITH ECONOMY <br /> U � CHANNEL R.O.W. �G•' �„/ SCJ �� <br /> � I �iQ?J \ = 71 E. 10TH STREET TRACY, CA 95376 (209) 835-2192 <br /> Q — — _ — R ''p4?p �� ,� ~• JULY 1993 <br /> 4 ps. S� F <br /> �9„ o T c��R � BASIS 0 BEARINGS, <br /> THE BASIS OF BEARINGS FOR THIS SURVEY IS TRACY MODIFIED GRID <br /> .. .. .�, 0 V BETWEEN "TRACY' do "SUGAR" SHOWN ON RECORD OF SURVEY, BOOK 30, <br /> h SS ?�S• I <br /> 10' P.U.E. (R2) PAGE 18, S.J.C.R. AS N. 02'28'07" E. <br /> 0 ALL DISTANCES THAT ARE NOT SHOWN AS (M) OR (R 1 THROUGH R 11) <br /> �3 <br /> rMJ <br /> hJ TO O ARE CALCULATED. <br /> B I <br /> (R2) 10' P.U.E. --/ ", C <br /> 3 S3 o. <br /> CURVE RADIUS LENGTH DELTA <br /> Cl 807.00 417.37' 2937'57 ?� �//jx `SS9, � V•' <br /> C2 742.00' 383.75' 29'37'57" p6: <br /> C3 691.00 357.37 29.37;57 ? \ S`�°S 1. A9'F <br /> C4 631.00.. 326.34, 29 37,57 \ /y C Jr — — —— — <br /> C5 680.00 357.81 30 08 55 <br /> C6 745.00' 392.01' 30'08'55 \ IN ��cJ( oo W <br /> C7 796.00' 418.85 30'08 55 \ R?J 1 z <br /> C8 856.00' 450.42 30'08'55 ha 0 -J <br /> C6 0 0 <br /> 65.00' 0 to <br /> � I ori <br /> 50 0 25 50 0 <br /> O <br /> � 116.00' 3 N <br /> ( IN FEET ) ` U) <br /> 1 INCH 50 FT. 10.00, <br /> C, 51.00' 10.00 0 <br /> nzLO <br /> NORTHERLY UNE OF THE <br /> U <br /> ` SOUTHWEST 1/4 OF SECTION 22 3 W <br /> C8 60' STORM DRAIN a _ <br /> 10' P.U.E. CHANNEL R.O.W. o <br /> _ U <br /> W - <br /> —SO-0--;Tl C R2 R3 ' 1118.66' C 1118.67' R2 R3 — PROPERTY LINE Z Q <br /> J R.O.W. 686.33' � : ► 121.64' - W - - - - - - - - <br /> o 65.00 'oo I.N. 90056991 $ o z <br /> MAC ARTHUR DRIVE <br /> LN. 91104202 :� 65.00 C <br /> O � b0-r- <br /> N 3 i <br /> C) 0 0 807.97'(M) o 0 0 3 0 O <br /> ,� � --+ o N00'44'16 E M -• ---� c�1118.66' EC TO BC(M) cti ---� --F '* L j <br /> + wJ 10.00 u� un �o ( ) %D -}- W <br /> z 51.00' I.N. 91104202 51.00' N ' <br /> `r' :Z I.N. 90056991 'n <br /> U k- / 686.94' S 00'44'16" W 121.03' -1 = W <br /> W 3 1 R.O.W. 1118.66' cn <br /> I.N. 91104203 � � <br /> Wo <br /> _ ^ 0 60' STORM DRAIN STORM DRAIN CHANNEL_ R . 0 . I.N. 91104203 0: 60' STORM DRAIN 0 Q <br /> a, CHANNEL R.0.W. t° <br /> � �: CHANNEL R.O.W. � <br /> Q R.O.W. 687.25' 1 120.72' ' N <br /> - - - - -- - - - - - - - - - - - - - -- - - 1118_66 C 1118.68 R2 R3 - - - - S00'44'16"W C R2)(R3)--- - _--- - --- ----- --- -- ----- - -- -- <br /> _.... . 10 P.U.E. _.:.: . <br /> _. . (R2) <br /> 1/4 SECTION UNE _ <br /> i <br /> SHEET 4 OF 15 SHEETS <br />