Laserfiche WebLink
LEGEND: BASIS OF BEARINGS: MAP <br /> PARCEL <br /> ----�---- FOUND, AS NOTED. THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NORTH LINE OF CENTER <br /> ----{?--- SET 3/4° DIAMETER. 30° LONG IRON PIPE TAGGED R.C.E. 32158 STREET SHOWN ON RECORD OF SURVEY, VOLUME 10 AT PAGE 50, SAN <br /> OR MONUMENT AS NOTED. JOAQUIN COUNTY RECORDS, AS N .89001' E. FD.1'I.P,(R2) OF <br /> MAP.R MAPS AND <br /> SAN JUIN COUNTY RECORDS.PLATS, VOLUME AND PAGE, SAN JOAQUIN COUNTY RECORDS. NO TAG A PORTION 0 F THE S. E. 1 /4 0 F THE <br /> R.S. RECORD OF SURVEY, BOOK AND PAGE, SAN JOAQUIN COUNTY RECORDS. REFERENCES: S.W. 1 /4 OF SECTION 3 3, T. 1 S. , R.7 E. , <br /> P.M. PARCEL MP, BOOK AND PAGE, SAN JOAQUIN COUNTY RECORDS. 8211 <br /> O.R. OFFICIAL RECORD. BOOK AND PAGE, SAN JOAQUIN COUNTY RECORDS. (R 1) P.M. 4-20, S.J.C.R. IgA.&P. 13-10, S.J.C.R. M 0 U NT D IAB LO BASE & MERIDIAN <br /> INST.NO. INSTRUMENT NO. SAN JOAQUIN COUNTY RECORDS. (R2) REVISED MAP OF HILDEBRAND ADDITION", MtLp� <br /> S.F.N. SEARCHED, FOUND NOTHING. (R3) UNRECORDED SURVEY BY ROBERT ANGERMEIER, DATED 6/12/56 CITY OF MANTECA <br /> (R1) INDICATES ADJOINING/UNDERLYING RECORDED/FILED DOCUMENTS (R4) R.S. 10-50, S.J.C.R. <br /> (CaCC) CALCED FROM RECORD DATA. (R5) INST. NO. 95011656, S.J.C.R. SAN JOAQUIN C0UNTY -- CALIFORNIA <br /> I.P. IRON PIPE (R6) INST. NO. 94009237, S.J.C.R. " <br /> .. <br /> WC WITNESS CORNER (R7) O.R. 765-265, S.J.C.R. "' ( OCTOBER 1997 -- SCALE 1 =30' <br /> (M) MEASURED DATA. oc <br /> 0 <br /> NOTE: ALL DISTANCES ARE MEASURED, UNLESS OTHERWISE NOTED. <br /> h <br /> N <br /> Schack & Com any, Inc. <br /> ,, Civil Engineering • Building Design Surveying <br /> (REVISED MAP OF HILDEBRAND ADDITION) S.F,N.(3/4'I,P,PERCRIb,R3)) FD.3/4 NO TAG n <br /> (M & P 13-10)(R2) 10' w `�� <br /> SHEET 2 OF 2 <br /> N 89°01' E 140.0'(R3) f ( w <br /> Ch1 (UNRECORDED SURVEY BY ROBERT <br /> ANGERMEIER 6/12/56)(R3) <br /> b a FD,CHISELED'+' <br /> IN SIDEWALK<R3) z <br /> FD.3/4'REBAR(RI) o� v' PINE �c w w w w <br /> NO' TAG S.F.N, S.F.N.(3/4'LP,PER(RI&R3)) - M z a FIR STREET <br /> 1 3' WIDE STRIP PER (O.R.1829 359) N z <br /> N 89°01 E 190.00 (R ) 50.00' R 1 _.. w a a a <br /> 104.00'(R1) 86.00'(R1) N 89°01' E 10.: __,_ 3 PINE STREET <br /> 30' 60.00' R6 N $9°01 E 140.06 z f- <br /> S.F.N. ( ) �- STREET Q w <br /> •% 'I.P.PER<R1)> 4.31'(RS) FD.3/4'1.P.(R3) z z �d sm <br /> 3 X11 NO TAG N <br /> SET I.P. PER LEGEND N CE R STRE w <br /> o P 3 WC o z <br /> ON LINE AS STEWART ST. <br /> �331 PARCEL B b AVENUE <br /> 8400 SO-FT. o YOS ITE l <br /> L IJ 3 \0��. X11 a \0� <br /> lb to <br /> a OD 30' 30' <br /> Z ` N4 3t <br /> Z <br /> w N 89°01' E 104.00' o O 0M N 89°01' E 140.06' CoQ- <br /> z �pQ` 'v, p N 88°50'09"E <br /> >\� ' z 89824'00" E 37.06'(R5) ' VICINITY MAP <br /> FD.3/4'REBAR(R1) rn .32'(M)7.2'(R6) FD.5/8'IRON 3 <br /> °% NO TAGS QQ z `� (EXHIBIT "C"(R5) BARCR3/R4) z NO SCALE <br /> I 30 $ $ p WEST 0.22' <br /> PARCEL A + <br /> C� co z 12,129 SO-FT. z S.F,N.(5/8'PI 4 PER(R4)) <br /> J S.F.N. S.F.N. M7 <br /> 3 (O.R. 1320-321) civ <br /> W <5/8'I.P.PER(R4» �- _ <br /> LL _ + <br /> N 89°01' E 380.17'(M) 380.0'(R) � - o �, 30' � 15'� <br /> o� N 0°53'11'W 65.59'(R5) oc N 8960 ' E FD.CHISELED'+'IN <br /> SIDEWALK (NO REF) <br /> '�'ci (O.R. 765-265(R7)) - FITS AS 15' OFFSET M <br /> ��:�a0 to <br /> 20' b S.F.N.<'+'PER(R4)> 67.2 (R6) z N 89°01'E 34.37'(R5) TO FD. PIPE ON (R3> ; <br /> S.F,N. <br /> I z '`� 67.31'(CALC) -� <br /> N 89°01' E 190.01'(R1) N 89°01' E 132.74'(M/CaCC) --�-�' I �`p��ho <br /> O� °' v) <br /> N 89001' E 390.0'(R4) (5//81PIN <br /> pG <br /> w <br /> CENTER STREET g <br /> g <br /> --- -- 30' 30' <br /> FD.3/4'I.P. <br /> NO TAG/REF <br /> NORTH 0.20' <br /> EAST 0.36' <br /> JN. 9703E <br />