Laserfiche WebLink
MATCH TO SHEET 28 <br /> tal <br /> 467,872.319 N y S Not Sheets ! <br /> ! Dist. Count Route Post M!le <br /> S6 99 3833 g \�3 / R �•, Q 1� RECORD OF SURVEY <br /> S2 T� ,9 S S S h 803952.441E 3 VOL. II PG.g s -.o , s o 6 10 S J 120 0.0/6.6 29 3 I <br /> 2s,e oo,,c g w 0 '9/ Qr- 03 90 /'ti ;� SECTION CORNER 3-13-59 <br /> 2 Mo�. 630��,� C,F:- 0/�\� O�03SS �.�.��Gv FD. BOLT&WASHED 0 11 <br /> / g� 3S 06� x �0. 2S.9,L +��v�Q. Approved Gam.✓" - :� �'-�-�✓'� �'► <br /> 2Reo 3 F ' "'c T. 2S . , RM . D. M. LOREN T. MAR , RCE. 20870 N <br /> S S O ' SURVEY OFFICE ENGINEER <br /> RS° FSo <br /> Q65 8 36 gg�E ° ° Q a <br /> O O O <br /> x D Date : <br /> °9 %G.. <br /> S O <br /> �. •4 � O O <br /> tim SECTION 10 V)_ SECTION <br /> 61, <br /> 3 e 9 O c46 <br /> o �.�2 0 ',�� JAMES C. & V. R. VAN TILL <br /> �Oc" <br /> t" 9s0 2272 /OR/ 538 <br /> Y <br /> ti('V < <br /> 6 <br /> O 6 94'j SN 6 36P <br /> O'> OC,9 eo O 7R�R6n2E OS01,803,102.59S Q <br /> F`'9 <br /> S3O <br /> SS9F`ti <br /> 65 40 48 /S°st36. <br /> 39 <br /> iI <br /> \Q� c%0 J/ 1,803,604.03E '�3 �' <br /> 9 6 A <br /> S6 3 6°9 0 'hod S �' �gS 63° S /�� Ste` <br /> S� 6S (1933,7" s?9 99 <br /> S S3o0QQ�O /4/ 1�- 0>' �, c S810 <br /> 5 9'5 2" 30,3.51'(,303.,59' <br /> 2 Re roh��v <br /> 252., F QS'�� �� `sRS° 6 o�cE 303.51 (303.59'Rec 1803,995.052N h� " <br /> 1 CENTER OF SEC. <br /> 1 A <br /> ' `LFd 2 Iron Pipe <br /> g � Li,� °9' � ` °? R/�J/ � 0 o° <br /> 1e ,8 S Q Qi 52,, � `S/ O`� ,Qi '� Oh h� 465,198.142 N <br /> F9 S 465 364.495N �, a O °'� O ti o ��� <br /> / 46 O?S6Sg©86, 9619/ �s S9 9/ ° 3F 0 � ��LO ti.Q--� ,��"� Book ofSurveysS S Q Q 9 3 1 ,803,905.459E W �' <br /> � 1 <br /> S .SO2 2� 6), � .SA �, ��,�, 2/4 v h�a o� Q(0h <br /> Vol. 3 Pg. 48 <br /> /O, A 2 a`O O ka �`. cf CL, 1-22-29 <br /> �� �C °00 F n'= �4. 9 �� �',o �o S 8 9° 17'43"E <br /> 2 / O Q� ---- 2457.3653.87 <br /> S°° P/L �J �, //4 SeC. Line —� .� Q.` q' S 89° 17' 43"E W <br /> ` S 890 26'35 E 2,643. 19 /3`° -2 472.46 (472.49 Rec.) <br /> 168.53 � — F z 465165.082N O <br /> o W0ODWARD Calc. I/4 Corner <br /> _ .� 519.35 ` /O�?'QioC, S IV 465, 230.785 N v' O O 6/ �� 465 189.025N Oo 1,806,619.682E z <br /> UJ AVE. (RD. IV0. 188) ��6 465.235.735 / / w �� S'� �j 4, I 4 200.691E _ <br /> o 'e02`K'g 1,803,456.543E / �e00 Q,9, 1,803,965.713E ,,�i w h�0 �� 9y /7�/ 1,804,673.110E Iv_� o <br /> 168.55 p c'e•9 S�, cD °"� ,�� <,,0, c�� _ao <br /> S 89' 26'35' E 1385.00 F� �, �9�� �B 4 rn W <br /> 465.256.481 N S3 D /NF6S 220 Q i A c / F6' _ z. <br /> 652 °��s 3,S F � .5063. S 'L/o� ,80350 ^� n��n37 4 <br /> 1801,322.650E 4 0 �_ A 6` S 4 N <br /> ' /802 2/ / S0 ti 3.S�6F S9° .�/ /�S _CnOZ o �a^) �y��� �`�s, �S, 01,804,331.262E P/L f � <br /> 9 v , S N cn — � h <br /> Cook of Surveys O?903 �$ �8/ `p `�6' <br /> 6 S- S3 S,L z �'' °�%l NCO, sem. "'s, S890 43' E 339.96' 465 033.233 N <br /> SS ti Q Q �/ �F�' mss., OF W DL 28 09�, F 8=3r'06'50" 1 ,804,671.194 E <br /> Vol . 5 Pg. 308 F c�/ �i /Gj F j Z A �. 5/ 6 w L 45.00 <br /> ! 1 - 8 - 4 3 60? <br /> 'c9 <br /> � p� <br /> Fd.Bolt. ° 2O <br /> Center of Secd/ 5/ p hrO 1,8044,3�5i4.i.4S4�8NE <br /> O h S ./,0 <br /> ! <br /> ro <br /> d' <br /> ' / 0 <br /> ��`' <br /> 'cam �p CA <br /> MONUMENTS COORDINATES BEARINGS a S s 336'' ?� ' ' I' 9 gpa' <br /> -465, 974 . 412 N DI STANCES S3� S3° F 9S ` '(�` �Q 60 a O <br /> MON. 2�b9.( I,802,938 .908 E / �� S 1 /, O <br /> S. 9° 5 2 3 1 E °`�3 °3.36,. S 6 p0 A ,y/ 03 ' y�O/ 'v� z .A <br /> 465,034 .091 N 954 .46' 6�, `ro F /L! °''�� �"� o? '9/ 6`6 S �`t' xh /� N " j <br /> MON. 251 1,803, 102.6 01 E S. 88-35' 141"E F GX`y 0,�� / o°� �,, ?si S/2 p //�° °�'_ w <br /> 4 �� qT ° 9 OA A O, <br /> 465 013 . 123 N 850.45' S ?� F <br /> MON. 252 I, 803952. 790 E o ' , 2io B /8' v "�'/C. <br /> S. 46 18 0 C E R� -9�, L �(, �, �, x�• "� / O <br /> 464 248.577 N 1106.66 <br /> /,r 6` o, "�• '' O; <br /> MON. 253 1,804,752.889E (93, ir,T 6'°RS r <br /> �q2 tiS S2 11, 4 o OF 1> 6gFF c+� X60 hC) % ��' <br /> LEGE/VO S,o 6`0 9°\ t, r- N 6 0� / S' �p 'S ,C� 9'� <br /> p,Q /3/ 99,4/0 �/ w N to roa �p pOo 99,y7� /D ='th �2'S6 <br /> FIRST OR SECOND ORDER STATION IN THE NATIONAL �qT (fig, O X66 4'' v _ W 2 / A 0� 0 ` J° ' <br /> ® GEODETIC CONTROL NETWORK /02 O, 46 c'S� w j Fc,� / xi��` F6•, F �h <br /> p &O 6) �eo'i 'SO g W S / FBF` 464,599.957N <br /> O PROJECT CONTROL SURVEY MONUMENT 3 6 <br /> ., D MONUMENTS FOUND OR SET `O X6`41 a ��6 > 0 N89°17'37"W' / S 1,804,580.564E <br /> SET I" ; . D. x 24' IRON PIPE 8 CAP (CA. DIV. OF HWYS OR CA. DOT) <br /> a � ec) �61 <br /> pof ° 57, . O' STATE OF CALIFORNIASECTION CORNER OR 1/4 CORNER (CALC.UNLESS OTHERWISE NOTED) oo N <br /> c'10 4' BUSINESS AND TRANSPORTATION AGENCY <br /> NOTHING FOUND OR SET n 0 ozN <br /> r,N -lipq �� DEPARTMENT OF TRANSPORTATION <br /> A <br /> -"j K) ?9tiF QQ � sFso ��0 3 DISTRICT 10 STOCKTON <br /> '. NOTE 6 i�zm &- �,jf O / 9 00 <br /> JNLESS OTHERWISE INDICATED , ALL R/W TIES 8i � ONUMENT TIES SUPPLEMENTAL INFORMATION MAY BE OBTAINED FROM THE g6 `3 6 'i� q4, �q 1 S 2 so <br /> e ARE AT RIGHT ANGLES OR RADIALLY OPPOSITE `t RIGHT OF WAY ENGINEERING SECTION OR SURVEYS SECTION, �80 F92 �846q 9 �Q�? d fit• 2 O�D OF <br /> N <br /> DEPARTMENT OF TRANSPORTATION DISTRICT 10 3 3 p •S N REC <br /> 1976 EAST CHARTER WAY, STOCKTON 924 OF9 3 90/6/S + IV/ 0 <br /> 9 ? 0 <br /> 4 00 <br /> )ORDINATES , BEARINGS AND DISTANCES 926 °936" 66� 0434 O S 96 ' SURVEY <br /> N �_ F 6s? 4 <br /> OWN ARE BASED ON THE CALIFORNIA F to <br /> S /6 O N -- <br /> ORDINATE SYSTEM , ZONE 3 $ 6T l�. N 4 O <br /> 301 <br /> 'Qe tp <br /> N `�F3FQ S6 SHOWING MONUMENTS FOUND, SET a RESET <br /> yin. 'JARED BY __ _ DRAWN BY 4,417.782N `336, `'J � o 'o.�"��F R,� SAN JOAQUI N COUNTY 1 <br /> BY 1,804,031.762E F <br /> «: CED BY _____ CHECKED 4 SCALE: I 100 <br /> MATCH TO SHEET 30 <br />