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FD. NAIL IN TOP OF SEC. 22 SEC. 23
<br /> BROKEN POST (R9) SEC. 27 SEC. 26
<br /> N89°47'43"E 2737. SEE NOTE 5 SO0°12'35"E BAU M BACH 8L PIAZZA, INC. 323 W. Elm St.
<br /> 57(M}2737.80'(R4}2737.26'(Rl) 5282.83 CIVIL ENG I N EER�_ • SURVEYORS Lodi,Lodi, CA 95240
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<br /> 209.368.66-18
<br /> N89038 52 E 1/4 1/4 CORNER, S.F.N. SEE DETAIL "B" 2600.59' www.bpengineers.net
<br /> _SEC. 28 SEC. 27 • —� SEC. LINE SEC. 27 SEC. 26 _
<br /> SEC. 33 SEC. 34 1300.30' -� �- 650.10"' �- 650.14' SEC. 34 SEC. 35
<br /> T.5N.,R.8E., M.D.B.&M. SEC. LINE
<br /> SEE DETAIL "C" RECORD OF SURVEY
<br /> SEE DETAIL "A" / �'�, " � T.5N.,R.8E. M.D.B.&M. •
<br /> C> FD. 3/4 IROD CAPPED AND STAMPED � of a portion of the northeast quarter of
<br /> " " FD. 3/4" IROD CAPPED AND STAMPED I.S. 7736"(RI), SO4°40'20"E 7.95' co
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<br /> FD. BRASS TAG STAMPED L.S. 5123 IN TOP OF "L.S. 7736" (RI), N63°09'15"W OF- 1/4, 1/4 CORNER- Section 34, T.5 Net R. 8_ E., M.D.B.& M.,
<br /> 6 X 8 POST, AT SEC. CORNER(RI) 0.31 OF 1/4 SEC. CORNER •
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<br /> LO August, 2008 Scale: 1 =200
<br /> SEC. LINE
<br /> -� 1/4 SEC. CORNER, FD. N07017'35"W Sheet 1 of 1
<br /> S.F.N., SEE NOTE 4 1.33'(M)(R8) OF SEC.
<br /> FD. 3/4" IP(Ri) S07°E CORNER
<br /> FD. 80d SPIKE(RI) S80911'00"W 3.74' 10.5 OF CORNER
<br /> OF 1/4 SEC. CORNER BASIS OF BEARINGS:
<br /> THE BASIS OF BEARINGS FOR THIS SURVEY IS THE EAST LINE OF SECTION 34, T.5 N.,R.8 E., M.D.B.&
<br /> SEC. CORNER M, AS SHOWN N00°00'51"E PER (R2).
<br /> » FD. 3/4" IROD CAPPED AND I SEE NOTE 3
<br /> DETAIL I' STAMPED "L.S. 7736"(R1), ,
<br /> SCALE: 1"=1' S05015'53"E 11.95' OF CORNER I FD. 3/4" IP NO TAG(R8) SURVEYORS STATEMENT:
<br /> AA IS05°41'26'E 16.03' THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OF UNDER MY DIRECTION IN CONFORMANCE
<br /> of SEC. CORNER, AND
<br /> o w LEGEND: 0.1' NORTH OF WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS ACT AT THE REQUEST OF WALTER
<br /> En1 AND DELORES JOHNSON IN JULY 2008.
<br /> S.F.N. SEARCHED, FOUND NOTHING �— FENCE CORNER P� LA/V
<br /> FD. FOUND DETAIL B TH o�'
<br /> SCALE: 1"=20' DATED THIS __ ___ DAY OF C3 /` 20 $ ��,� ��P c o ok SG
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<br /> I.N. INSTRUMENT NUMBER _�__ _ ____ - o °
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<br /> •: � D.N. DOCUMENT NUMBER REFERENCES � �JO�HUA COOK ELSON, Ls 7889 _ a No.L 7,889
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<br /> •sem• * Exp.12/31/09
<br /> PARCEL MAP
<br /> • (RI) P.M. 23-81 LICENSE EXPIRATION DATE: 12 31 09
<br /> R.S. RECORD OF SURVEY
<br /> " (R2) P.M. 8-44 Cn
<br /> A" BOOK "A" OF DEEDS qTF of cA��F
<br /> (M) MEASURED DISTANCE
<br /> (R3) R.S. 16-90 DETAIL C COUNTY SURVEYORS STATEMENT:
<br /> B.O.B. BASIS OF BEARINGS (R4) R.S. 35-75 SCALE: 1"=10' THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL LAND
<br /> IROD IRON ROD (R5) R.S. 12-181
<br /> SURVEYORS ACT THIS JJTO DAY OF OCYo 6 20 d I�.
<br /> o IP IRON PIPE " " " (R6) P.M. 11-183 I.N. 00011557 I �/
<br /> o _ ,�/` L
<br /> N O SET 3/4 X 30 IROD CAPPED AND STAMPED L.S. 7889 (R7) P.M. 10 8 _______________________ _________________
<br /> !� • FD. MONUMENT AS NOTED (R8) R.S. 36-58 FoJZ: THOMAS R. FLINN, R.C.E. 23341
<br /> ~ FD. 1" IP WITH MAG NAIL AND BRASS WASHER STAMPED (R9) R.S. 36-15 COUNTY SURVEYOR IRS Si 2010
<br /> REGISTRATION EXPIRATION DATE: 3109
<br /> �
<br /> 12 `
<br /> "DB KAROLY L.S. 7849"(R8) / --�� , #6186,.
<br /> 0 FD. 3/4" IROD CAPPED AND STAMPED "L.S. 7269"(R8) —1 FD. IROD WITH BRASOf
<br /> S �''�
<br /> BARBED WIRE FENCE DISC STAMPED LS 3535(R2) RECORDER S STATEMENT:
<br /> AT 1/4 SEC. CORNERA`��
<br /> NOT S: FILED THE ; DAY OF OC+v 6 t r__, 20 D S, AT !:!-03-.#M. IN BOOK
<br /> ---� 1. ALL REFERENCES ARE TO SAN JOAQUIN
<br /> 34-__ OF SURVEYS, AT PAGE _,3____, AT THE REQUEST OF
<br /> / COUNTY RECORDS AND BOOK OR VOLUME PRECEDES PAGE. -
<br /> FD. 3/4- IROD NO TAG JOSHUA COOK ELSON.
<br /> FD. NAIL WITH 2. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED. /
<br /> FD. 3/4" IP NO TAG (R5) S89°28'37"W 7.17' 40L
<br /> BRASS TAG 3. ACCEPTED SEC. CORNER PER(R8), IN LINE WITH FENCES (NORTH, (Rl)(R3), BENT OF 1/4 SEC. CORNER FEE: -Rr
<br /> "LS 5123" (RI) SOUTH, AND EAST $-------
<br /> S89'29W 5.4 OF CORNERkJ
<br /> 4. 1/4 SEC. CORNER ESTABLISHED BY PROJECTING 1/4 SECTION LINE / ""64-
<br /> N$9003'56"W FROM SOUTH 1/4-SEC. CORNER THROUGH THE CENTER OF SECTION �- " " - ----- -------- ---------- -- -------
<br /> / DETAIL F GARY W. FREEMAN �`I'/DEPUTY RECORDER
<br /> 19.7'(RI) 19.75'(M) RECORD DISTANCE PER(Rl)(R3) �_ SCALE: 1"=10' a? ASSESSOR-RECORDER-COUNTY CLERK
<br /> " 5. FOUND 5' LONG 6" X 8" POST, WITH NAIL IN END BROKEN OFF AT DETAIL »E»
<br /> FD. 3/4 IP NO TAG GROUND. ACCEPTED REMNANTS AS ORIGINAL LOCATION AND SECTIONSCALE: 1"=20' w Doc 0: 2008-167755
<br /> C>
<br /> AT CENTER OF o CORNER Tue Oct 21 08:03:19 PDT 2008
<br /> Page: of I
<br /> SEC.(Rl)(R3)(R7) o "t` o Garry W1 Freemanee: $8.00
<br /> / o SEE DETAIL "E"
<br /> 0 o San Joaquin County Recorders
<br /> �- » SEE DETAIL "D" o o Paid By: iWN ON'DOCUMENT
<br /> DETAIL D 25 EASEMENT FOR ROADWAY ' �' z �I�i `■� I A �''� + �iy �i 'I II( w
<br /> AND. UTILITY PURPOSES D.N. 01208562 26 EASEMENT FOR ROADWAY SEE DETAIL "F"
<br /> SCALE: 1"=20' � 1326.12' AND UTILITY PURPOSES D.N. 01208562
<br /> o-
<br /> Q
<br /> 663.06•
<br /> 663.06' o
<br /> S89°17'56"E FD. 1/2" IRON PIPE, NO RECORD, 1/4 SEC. LINE
<br /> 3.5 WEST OF 1/4 1/4 CORNER 2652.24 -�
<br /> N00°00'51"E
<br /> " �FD. 1" IROD IN MONUMENT BOX FD. 3/4 IRON PIN NO TAG 2654.65(M)(R8) LIBERTY ROAD
<br /> S01°08'47"W
<br /> AT 1/4 SEC. CORNER(Rl)(R4)(R7) LIBERTY ROAD NO REC. 30.0 NORTH OF SEC. 34 SEC. 35
<br /> 2661.12'(M)2661.17'(Rl) �- SEC. CORNER ON LINE T.5N.,R.8E., M.D.B.&M.
<br /> N89#26'1 9"W
<br /> TOWNSHIP LINE 2704.77'(M)2704.74'(Rl) FD. S.J.Co. BOLT VICINITY MAP
<br /> SEC. 3 SEC. 2 AND WASHER IN NO SCALE
<br /> T.4N.,R.8E. M.D.B.&M. MONUMENT WELL
<br /> AT SEC. CORNER(R608)
<br /> S:\Projects\2008\08042\dwg\08042_RS.dwg 10/08/08 3:12pm-MAN-REFS: 08042_HC.dwg 18X26_FM-RS-PM.dwg D.D. SHEET 4
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