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RECORD OF SURVEY 34-101
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VOL 34 101-200
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RECORD OF SURVEY 34-101
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NOTE: <br /> THE CENTERLINE OF MACKVILLE ROAD (S.L. MAGEE ROAD N0. 114) AS DESCRIBED RECORD O F SURVEY <br /> IN BOOK "A" OF DEEDS, VOLUME 52, PAGE 323, RECORDED ON JANUARY 9, 1884, <br /> SAN JOAQUIN COUNTY RECORDS, (PORTIONS) IS DESCRIBED AS FOLLOWS: <br /> "BEGINNING AT A POINT 20.00 FEET EAST FROM AN IRON PIN SET AT THE A PORTION OF SECTIONS 5 6, <br /> SUPPOSED NORTH LINE OF "C" STREET AND THE WEST LINE OF FOURTH STREET; T. 4 N., R. 8 E.s, M. P. B. & M., <br /> THENCE RUNNING NORTHWESTERLY 300.00 FEET TO A POINT WHERE THE SOUTH <br /> LINE OF "B" STREET INTERSECTS THE CENTERLINE OF FOURTH STREET; THENCE FOR BASIS OF BEARINGS. LEGEND do REFERENCES SEE SHEET 1 SAN JOAQUIN COUNTY,' CALIFORNIA <br /> NORTH 03° 10' EAST 34 CHAINS (2244 FEET), MORE OR LESS, TO AN IRON PIN; <br /> THENCE NORTH 46° WEST 28.12 CHAINS (1855.92 FEET); THENCE NORTH 27° 10' REFER TO LOT LINE ADJUSTMENT APPS ICATION NO. LA-99-2. <br /> WEST 9.90 CHAINS (653.4 'FEET); THENCE NORTH 37° 15' WEST 6.16 CHAINS <br /> (406.56 FEET) TO A POINT IN THE MIDDLE OF THE SOUTH END OF A BRIDGE <br /> ACROSS THE MOKELUMNE RIVER KNOWN AS THE LONE STAR BRIDGE." <br /> THE CENTERLINE OF THE 40.00 FOOT WIDE MACKVILLE ROAD AS DESCRIBED <br /> ABOVE AND AS SHOWN ON THIS PARCEL MAP WAS DETERMINED AS FOLLOWS: <br /> 1. THE INTERSECTION OF THE SOUTH LINE OF "B" STREET AND THE <br /> CENTERLINE OF FOURTH STREET WAS ESTABLISHED BY A FIELD SURVEY <br /> FROM INFORMATION DERIVED FROM BOOK 28 OF SURVEYS, AT PAGE 174, <br /> SAN JOAQUIN COUNTY RECORDS. <br /> 2. THE ABOVE DEED WAS ROTATED TO THE WEST LINE OF FOURTH STREET 43.598 ACRES <br /> (A ROTATION OF 0°29'38" CLOCKWISE). <br /> 3. "THE SOUTH END OF A BRIDGE ACROSS THE MOKELUMNE RIVER KNOWN I <br /> AS THE LONE STAR BRIDGE", AS IT EXISTED IN 1884, COULD NOT BE <br /> ESTABLISHED. <br /> THE LOCATION OF THE EXISTING TRAVELED ROADWAY OF MACKVILLE ROAD AND <br /> THE CENTERLINE OF THE AVOVE DESCRIBED MACKVILLE ROAD RIGHT-OF-WAY I '.''• <br /> (S.L. MAGEE ROAD NO. 114) ARE IN CONFLICT. <br /> I <br /> dg <br /> 1 � <br /> PROPOSED 25-FOOT WIDE RIPARIAN EASEMENT 95'(M�(q \ -?00 <br /> FOR THE BENEFIT OF PARCELS 2, 3 & 4 (A) FD. 3/4" REBAR (A), F I �- <br /> AS PER (A) AND NOT YET CREATED IRON PIN PER (B), \ s32 I rn � 70.035 ACRES <br /> 0 <br /> NO TAG \ meq) ••••••PROPOSED 25-FOOT WIDE (6 <br /> / � RECORD PER (D) PLUS (A) <br /> 6 \ RIPARIAN EASEMENT (A) N <br /> w <br /> 00o <br /> f 1" IRON PIPE (A) \` \ 00 0 <br /> 00 <br /> ........ RIVER TRAVERSE (A)(B) (�°O° � �� �,,:.; . .. :� .. ..: N 20°S <br /> IRON PIPE (A) <br /> 41 <br /> °° <br /> (51 <br /> WATER'S EDGE (A)(B) • ••'•'••• <br /> 00. / <br /> �0 Asp ti �M�/ DETAIL "C" <br /> �� .•.... ..... ........... PROPOSED RIPARIAN EASEMENT (A) SCALE: 1" = 60' <br /> (SEE DETAIL "A", SHEET 2 FOR CONTINUANCE) <br /> .. .....1" IRON PIPE (A) <br /> LF J <br /> ,....::.......50.00'(M)(A)(B) <br /> 51.08'(A)• • RICHARD M. BISHOP - LAND SURVEYOR <br /> MANTECA,- CALIFORNIA APRIL, 1999 <br /> SHEET 4 OF 4 SHEETS <br /> D.D. SHEET NOS. 8 do 9 J08 NO. 98-115 <br /> i <br />
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