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3 �6 wr <br /> 79 6 <br /> DIST 7 COUNTY ROUTE POST MILES SHEET TOTAL <br /> TOTAL PROJECT NO. SHEETS <br /> 10 SJ 88 12 . 84 /14 . 43 3 16 <br /> R * 7 . �EM . D . . <br /> .SURVEYORS NOTE0T . 4 N � <br /> There are several curves along State Route 88 <br /> w i th a 309000 foot radius . At that distance , one <br /> second of arc is a distance of 0 . 145 feet . To Section 36 <br /> estab I i sh curves , the chord distance of the arc <br /> was calculated , and the EC of a curve set by <br /> calculating the angle of one- half delta and setting <br /> the EC at chord length from the BC . <br /> If the curves are calculated any other way , the <br /> 0 <br /> cli mens i ons can be different from those shown on <br /> this map . 0 -o <br /> �= <br /> o <br /> X � � <br /> ~� 1 <br /> J <br /> L� T�J✓ <br /> r <br /> zl � <br /> TIE LINE ° 1 <br /> FD . 2 Iron Pipe m <br /> 0 1 SEE SHEET 2 N l Per Ref 1 , 2 , 3 cn <br /> - _ <br /> FD Remains of � I - �, I Bent No Tag , F I Flush <br /> Mon - =29960 . 0' D-0° 35' 02" I FD . 2 Iron Pipe Per Ref 1 , 2 , 3 . 9 M <br /> Concrete - 0 I (R W/ Surface m <br /> mon . 0 I =305 . 32' CH=305 . 32' S19°25' 1 2" � I tagged LS 3580 Down 1 . 3' � <br /> Set new - _ L <br /> Legend � 1 � � \ Per Ref 1 , 2 9 3 91 5 ) � I ..A <br /> Per genEXISTING RIGHT OF WAY <br /> - _ 1048 . 20 <br /> 21 6 . 63' A=0033' 37 . 4" I 301 . 63' ( 301 . 78/ Per Ref 1 , 2 , 3 ) -� <br /> 1 R=31I <br /> ' =305 . 32' S1 8° 53' 02"W2250 . 67' 0 <br /> L=305 . 32 CH N18036/ 1311E ROUTE 8 8 <br /> 2251 . 46' Ref 14 ) HIGHWAY ...................... <br /> Io STATE o �� 0067 ' <br /> -p O=0° 35' L=305 . 43 , \ REF 14 ) I N 1 8 36 1311 E 225 333+00 <br /> BC 323+47 . 16 0 ( R=30000 - o 4 „ - , \�-305 . 71 330+00 <br /> d-0 33 37 e _ 0 <br /> R=31256 . 63 / 0 <br /> 325+00 <br /> N 1 8° 36' 13" E 2197 . 57' ( 2198 . 57 per ca I c of Ref 5 ) <br /> TIE EC 326+52 . 87 , \ 1323 . 44 <br /> S430 43' 09"E ----�� Line Bog REF 14 N89° 54' 06"E 5 . 86' <br /> 59 . 02' ° �7 <br /> ' 435 . 1 ' PER REF 5 ) PM 13 - 01 <br /> R--- 1 7° 58 40 E 435 . 40 ( SFN J✓ <br /> I N 1 " I . PIPE W/RED <br /> LUG STAMPED )J <br /> zlz � P CONTROL <br /> 0 -� CP CALTRANS CO <br /> zl o EXISTING RIGHT OF WAY <br /> r J <br /> N �I � o <br /> Dper Ref 14 s SCJ <br /> Ld c)I o 0 <br /> LLJ z I a, A <br /> -a1 FD Y8 Rebar in SJ Co . Mon . <br /> w 0 Well in Centerline Jack Tone Rd . <br /> V) o NE Cor Sec 36 Per 20/RS/56 <br /> C p <br /> o 0 50 100 1 0 20 20 <br /> o <br /> REFERENCES LEGEND � � SCALE 1 " 050 ' <br /> BOOK PAGE MAP ♦ Found 6 x 6 " Conc . Monument a5 °2 <br /> Ref 1 9 197 Parcel Maps • <br /> Found Point As Noted ��' STATE OF CALIFORNIA <br /> � Set 1 " x 30" Iron Pipe W/ Plug <br /> � BUSINESS AND TRANSPORTATION AGENCY <br /> Ref 2 15 24 Parcel Maps 336 °2 DEPARTMENT OF TRANSPORTATION <br /> Ref 3 30 73 Surveys Stamped CALTRANS R/W 5 <br /> Ref 4 26 78 Surveys <br /> + Calculated point �6p g6 ° p6 <br /> ' � DISTRICT 10 , STOCKTON <br /> Ref 5 11 52 Surveys ( Rec � Record Dimension RECORD OF SURVEY <br /> Ref 6 23 171 Surveys Ref# See Reference # <br /> BEING A PORTION OF SECTIONS 25 AND 369 <br /> Ref 14 12 2 St . Hwy Map Bk SJCR San Joaquin County Records <br /> Too Nog Rol Eo9 AND SECTION 309 <br /> PM Parcel Map Filed i n SJCR Fp 3�q" Iron Rod in SJ Co . Mon . <br /> THIS SURVEY IS BASED ON THE CALIFORNIA COORDINATET o o N o R . 8 b E o M o D - M . <br /> 983 ZONE J. BEARINGS AND DISTANCES ARE ON GRID. RS Record of Survey i n SJCR We I I n Centerline Jack Tone Rd . 9 99 <br /> SYSTEM OF l <br /> . REFERENCED OR Official Records SE Cor sec 36 Per 16/PM/1 77 SAN JOAQU I N COUNTY , <br /> CALIFORNIA <br /> MULTIPLY BY 1.0000503 TO CONVERT TO GROUND <br /> MEASUREMENTS ARE STATED IN GROUND. P/L Property line August , 2002 <br />