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i <br /> SEE SHEET 2 d � SURVEYING CO. RECORD OF Sl.�R VEY <br /> TRIPLE E ENGINEERING & <br /> WN <br /> EXCELLENCE AND EFFICIENCY WITH ECONOMY FOR <br /> 50 71 E. 10TH STREET TRACY, CA 95376 (209) 835-2192 CITY OF TRACY <br /> 30 : 00 <br /> 00 <br /> o . <br /> JULY 1993 <br /> A PORTION OF SECTIONS 22 & 27, T. 2S., R. 5E., M.D.B.&M.. AND <br /> s 00 <br /> u, LOTS 2- 7, 23, 25-36, 48-51, 56, 57 & 58, UNIT No. 1 OF <br /> ..•f •' i L:; PESCADERO COLONY, <br /> , LOT 7 BLOCK 1 LOT 7 BLOCK 2, LOT 5, BLOCK 3, <br /> W TRACY GARDEN FARMS, 1N RANCHO EL PESCADER , <br /> W C �� ;::: CITY OF TRACY, SAN JOAQUIN COUNTY, CALIFORNIA <br /> N00'25'46-E l w 3 w <br /> it <br /> 107.97' <br /> co ' �� u <br /> N •. I s\�� ••' I.N. 89036875 V � �i= c; � ..•:.. � �,� �r� <br /> I �I <br /> TO : a �� 000 50 0 0) Zm25 50 BASIS OF BEARINGS: Z <br /> V) N v) <br /> THE BASIS OF BEARINGS FOR THIS SURVEY IS TRACY MODIFIED GRID <br /> 15.00' <br /> BETWEEN "TRACY & "SUGAR" SHOWN ON RECORD OF SURVEY, BOOK 30, + <br /> I o J ( IN FEET ) PAGE 18, S.J.C.R. AS N. 02'28'07" E. N0 40. 0' <br /> I I I Q o v 1 INCH 50 FT. ALL DISTANCES THAT ARE NOT SHOWN AS (M) OR (R 1 THROUGH R 11) 40.00' U'17 <br /> I 13 _ b ARE CALCULATED. C 8 Z. I.N. 90088813 <br /> . I �I� - Novi o - - �• :it <br /> rn �. <br /> o C3 <br /> Lu <br /> I I, N , - .5 C. <br /> M I n IN Q i X38.00' / EAST LINE OF THE WEST 1/2 OF SOUTHWEST 1/4 OF SECTION 22 1 �s :� <br /> ►- . •.•'• .. . EMENT CURVE RADIUS LENGTH DELTA <br /> I I N 20 UTILITY EAS <br /> w 033270 Cl 55.00 85.60 89'10'32- <br /> 111.00, <br /> 9'10 32 ✓1 <br /> 10 00 3 p c., I.N. 85 <br /> I C2 111.00 125.31 64'41 02 <br /> m v <br /> I Iw SECTION LINE 3 C5 55.00' 102.88' 107'10'39" \ <br /> o C6 55.00' 102.88 1107'110'39" / <br /> I olN C7 5.00 5.71' 65'22'32 `�1� <br /> w I w `^° I v C8 5.00 5.71 65'22 32 .� .-C 1 v ? <br /> corn N_ cv C9 949.00 14.87 00'53'52" �'L� <br /> I o0 I w v w <br /> N C10 1000.00' 15.67 00'53'52 <br /> N00'19'34"E I N <br /> I L- C11 889.00' 13.93' 00'53'52 °c � I r <br /> �r c� " ( � lam- 10' P.U.E. <br /> o 00 W o C12 55.00 40.13 41 48 07 , <br /> t�.� : : -� ( 54 I R2 <br /> 0 N i N 26.75 I M.: W Z o C13 55.00 40.13' 41'48 07" ( ) <br /> w � X. v �' � C14 50.00' 79.26 90'49 28 r � N 1 <br /> 1 3 I : 11 00 C15 50.00 77.82 89'10 32 n w U <br /> (� ( p M I.i.. C 04 <br /> �.. <br /> W <br /> tn C'4 <br /> 00 <br /> U I <br /> w Ij g I q; rr � ZN `�I <br /> I p rn I <br /> Iv �.. Z cer 10' P.U.E. I \ v LQ <br /> 11 <br /> O 0; r (R2) <br /> V) ; c �:. 0 c.� r� II <br /> N01-1514 E(C)(R2) <br /> a <br /> �_ _.... . <br /> v �. :_.. c i:} _ 6.07 C R2 <br /> I I i4:! c- 12-00 C'� c I <br /> I o l► W 10' P.U.E. _:j �:� _� ...� C 14 C 15 <br /> 10' P.U.E. <br /> 100 <br /> 00 Ld <br /> I Icn V' ��.1 - _ - - - - -- - - - N01'15'14-E C R2 - -- - Z 0 z <br /> �,, ...: W <br /> I NO2 54' <br /> ow <br /> ( ). I I 626.56 C 626.55 R2) <br /> U 37 R � <br /> I �� W R.0. W. <br /> W <br /> c') n' WLn <br /> to <br /> r <br /> 'a.• MAC ARTHUR DRIVE 65' g1�° N I 3 0) I.N. 91104202� <br /> �•00 co ct- <br /> \ I V) ao 0 0 0 o 0 0 Co o o <br /> \ C2 I v l 0.00' - -N - o o 0 116 R.O.W. 0 752.19'(M)o 0 0 0 81.43'(M) o <br /> 7w� w " 00 ~ m o �S01'15'14-W(M) a �- cv) 833.62' M d ~- � w �o + W <br /> 108.64 (M) SO'21 22 W(M) C� �(M)c„) c„) <br /> I s�� d w <br /> .- .�- <br /> ?• 'n� 'moo N00'21 22 E 51' C) 0CN <br /> 0 <br /> I � "� 28.71' I.N. 91104202 0 (/) <br /> to coO 0p0 F LO <br /> Z () S00'21'22-W 1- N01'1 5'14"E R. 0. W. ^ N U Lli <br /> 120.00' C.9 833.62 w w <br /> o V) <br /> z C5 STORM DRAIN CHANNEL R . O . W. I.N. 91104203 to <br /> W w so � ,� U <br /> w ;0 <br /> w M,� N01`15'14-E C (R2 R. 0. W. N Q <br /> W = C11 - - - - - - - - - - - - - - - - - -- - - - - -- - --- - -- --. -- -- - - -833.62 C R2 -- --- - - -- ---- - - - - - - --- - - - - - - - - - - - - - -- - <br /> Qo �- <br /> N00'21'22"E(C)(R2) 10 P.U.E. <br /> to 28.77'(C)(R2) R2 0 0` 10' P.U.E. <br /> 0 <br /> in a <br /> U <br /> SHEET 3 OF 15 SHEETS <br />