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3 Im 79 N <br /> DIST COUNTY ROUTE POST MILES SHEET TOTAL <br /> TOTAL PROJECT NO. SHEETS <br /> References T , 4N , 9 R . 8E o 9 M , D . M , 1 0 Si 88 12 . 84/14 . 43 1 5 16 <br /> BOOK PAGE MAP Sect I on 30 <br /> Ref 13 20 56 Surveys <br /> Ref 14 12 02 St . Hwy Map Bk . / �11�/ h 0� � � 0 g A d d 'U' ND' O [M <br /> Map <br /> L (oo� lk (@V (o) � d <br /> Ref 15 5 297 Surveys <br /> � / � G�10 Uo � o � � o0C�O O O O C� <br /> Ref 16 9 138 Parcel Maps / <br /> Ref 17 29 24 Maps and Plats <br /> o 0 o Io o a <br /> 0 o ao a o a a 0 <br /> Ref 18 Unf i I ed Survey No . 93- 027 I KO/ I / <br /> By C ° W ° Bachman May 19930 <br /> R/W „E 1 861 0 78' ----- -r— N490 35' 40' E 721 . 92 <br /> r1 I O I N48° q1 25 <br /> Ref 21 8 73 Surveys S J X J2 ,� <br /> k / w <br /> O Q O / o N50022 / 52"E o PROPERTY SINE <br /> O D I �Q/ I PI 381 +35 ° 81 0 ° <br /> a 381 I u / 32 a 1 5 382 0 PER REF 15 <br /> O <br /> z I Nq 801 ' 25, E <br /> _ / N N49035/ 40''F <br /> w <br /> o N SET MONUMENT AT INTERSECTION °�� /�' � 0 <br /> L �, / 0� 0 RAW DETAIL <br /> +- m OF NORTH LINE OF MAIN STREET AND � / 0 <br /> � m / Co / I � N49035 / 40 E � NO SCALE <br /> WEST LINE OF WHITNEY ' S ADDITION � 1 782 . 34 27 075 <br /> L AT RECORD LOCATION PER REF 15 <br /> Q N / q 1 , 25„E/ _--- N49 35 40 E 7 20 0 46N4 80 --'' <br /> 50 ° 00 I 1 <br /> PROPERTY LINE <br /> SEE DETAIL B <br /> N 48° 41 ' 25 '' E R I GHT OF WAY PER REF 15 <br /> / -�� PAGE 16 <br /> 1861 . 78 / / N 49035 / 4011 E 721 . 92 U, <br /> For monument/RoW I / I M <br /> offset values see PI 381 +35 . 81 � M / n m <br /> N / � ° ,^ <br /> ` I <br /> ° i ►� sheet 14 0 V I <br /> =° ° <br /> 0 I ° M I -� m <br /> p o 81 / ►� 8 2 0 m <br /> N 4841 25 E 0 N 49035 / 40 '' E 83 864 - 06 84 <br /> LU 1 861 ° 51 ' <br /> � � + / MAIN STREET <br /> �, + , / � STATE HIGHWAY ROUTE 88 <br /> Lyi 0 <br /> Ld °° ° � /O\ I w <br /> � � � � 0 °�, ° / SEE DETAIL U' <br /> � o0 0 00 / O <br /> / o <br /> 1782 . 34 / <br /> N 49035 / 4011 E 722 ° 70 <br /> N 48041 ' 25 " E <br /> RIGHT OF WAY <br /> . Q <br /> 50 . 00 / <br /> -0 + / FD 1 " Iron Pin <br /> � <br /> O o / Per Ref 15 <br /> 9 <br /> 00 Down 0 . 3 / <br /> O L IV <br /> ,.-. O <<// <br /> O <br /> Irl / <br /> 0tK / / � O � h (@ U (g MR Off L (0) C� Ik 8 Ddo <br /> LL Z 0 N/ 00 <br /> g 207 <br /> 0 1 20 40 60 80 <br /> / FD 1 �/2 " Iran Pipe FD 1 � " Iron Pipe e SCALE 1 " =20 ' <br /> /4 P <br /> No Tag , Per Ref 16 in concrete Per <br /> Down 0 . 8 / Ref # 16 No to <br /> �,�0 9 g THIS SURVEY IS BASED ON THE CALIFORNIA COORDINATE STATE OF CALIFORNIA <br /> 0 0° SYSTEM OF 1983,ZONE J. BEARINGS AND DISTANCES BUSINESS AND TRANSPORTATION AGENCY <br /> ° 0 \ C� ARE ON GRID.MULTIPLY BY 1.0000503 TO CONVERT DEPARTMENT OF TRANSPORTATION <br /> 01 N 4 9° 21 ' 31 '' E 821 . 67 / TO GROUND. REFERENCED MEASUREMENTS ARE STATED DISTRICT 10, STOCK TON <br /> ----- '' IN GROUND. <br /> IV <br />