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1u <br />1/4 SECTION LINE <br />30' 130' <br />N <br />r - <br />w <br />11) <br />N <br />r - <br />w <br />0 <br />O <br />O <br />0 <br />N <br />0 <br />N <br />0 <br />z <br />E <br />4 <br />w <br />m <br />w <br />0 <br />V) <br />!n <br />m <br />Ln <br />N <br />L0 <br />M <br />N <br />D. 3/4" I.R. CAPPED <br />LS 7269 (R5) <br />FD. 3/4" I.R. CAPPED <br />"LS 7269" (R5) <br />N 8839'00" <br />373.07' <br />P.M. 25-85 <br />d CENTERLINE OF 11TH <br />FD. 3/4" I.R. CAPPED AVENUE PER (R3) <br />C+'LS 7269 (R5) — — - <br />O <br />0 <br />rn <br />CV <br />O <br />z <br />0 <br />O <br />0 <br />Lo <br />G_- <br />0 <br />0 <br />0 <br />N <br />ON <br />0 <br />00 <br />00 <br />O <br />0 <br />m <br />N <br />0 <br />J <br />PAP, <br />es, i,(,'E <br />2.00 ACRES <br />S 8833'28" W <br />N <br />J <br />2.00 ACRES <br />S <br />S 88'33'28" W 479.20' <br />2.00 ACRES <br />FD. 1" REBAR W/TAG (R1) <br />TAG UNREADABLE <br />S 88'33'28" W <br />REFER TO MINOR SUBDIVISION APPLICATION NO. PA -1600162 (D.D.SHEET NO. 24) <br />20' <br />P.M- 19-187 <br />w <br />N 88'39'00" E <br />106.14 <br />R S 2,3-9 <br />P M.12-22 <br />P M. 17-6 <br />R S. 20-122 <br />R.S. 21-64 <br />S 88'33'28" W 746.13' <br />ri <br />N <br />Lo <br />bo <br />N <br />0 <br />w <br />m <br />CHICAGO -TITLE COMPANY: RFSST-5311600465-SD <br />SCALE: �J 1 " = 60' <br />FD. 3/4" REBAR (R1) <br />NO TAG <br />N 8839'00" E 266.93' <br />PA G L. 4 <br />2.85 ACRES <br />LINE TABLE <br />LINE <br />LENGTH <br />BEARING <br />L1 <br />25.00' <br />N01'29'00"W <br />L2 <br />63.80' <br />S01'26'32"E <br />FD. 1° REBAR W/TAG (R1) <br />TAG UNREADABLE <br />PARCEL <br />OR POIll OF <br />SEC <br />I 01V 36) <br />T. M) R. 8-.1- O' bjji 0 oA <br />Col forn10 <br />PA -1600162 <br />SHEET 2 OF 2 SHEETS <br />NOVEMBER, 2016 <br />DILLON MURPHY <br />�✓�ONSF,.3 L 1 IPA; OWL N G'hj` E A S <br />ENGINEERING a PLANNING SURVEYING <br />3A <br />-Slylf <br />THE EAST RIGHT-OF-WAY LINE OF FINE ROAD, WHICH BEARS <br />NORTH 01'29'00" WEST AS SHOWN ON PARCEL MAP FILED <br />IN BOOK 25, PAGE 85, SAN JOAQUIN COUNTY RECORDS. <br />3/4" X 30" IRON ROD WITH CAP, STAMPED L.S. 7269 <br />AND SHOWN THUS 0 UNLESS OTHERWISE NOTED. <br />EFEREN <br />3 r• <br />2. FOR FUTURE DEVELOPMENT OF PARCELS 1, 2, 3 AND 4, DRAINAGE FROM THESE PARCELS <br />SHALL BE RETAINED ON-SITE BY A RETENTION BASIN AND MEET THE REQUIREIMENTS OF <br />SAN JOAQUIN COUNTY DEVELOPMENT STANDARDS. RETENTION PONDS SHALL BE FENCED <br />WITH SIX(6) FOOT HIGH CHAIN LINK FENCE OR EQUAL WHEN THE MAXIMUM DESIGN DEPTH <br />IS 18 INCHES OR MORE. REQUIRED RETENTION BASIN CAPACITY FOR EACH PARCEL SHALL BE <br />CALCULATED BY A REGISTERED CIVIL ENGINEER, LICENSED CONTRACTOR OR AN ARCHITECT <br />PRIOR TO RELEASE OF BUILDING PERMIT. (DEVELOPMENT TITLE SECTION 9-1135.9) <br />NOTE- ALL RECORDS ARE OF SAN JOAQUIN COUNTY. BOOK <br />PRECEDES PACE. ALL DISTANCES ARE MEASURED OR CALCULATED <br />FROM MEASURED UNLESS OTHERWISE NOTED. <br />Dec 14 <br />(R1) P.M. <br />19-187 (R3) <br />M.&P. 3-9 <br />(R2) R.S. <br />20-122 (R4) <br />R.S. 21-64 <br />LE(7'EN <br />(R5) <br />P.M. 25-85 <br />I.O.D. IRREVOCABLE OFFER OF DEDICATION D.N. <br />DOCUMENT NUMBER <br />z <br />R/W RIGHT-OF-WAY <br />N.T.S. <br />NOT TO SCALE <br />^ <br />P.U.E. PUBLIC UTILITY EASEMENT <br />M.&P. <br />MAPS AND PLATS <br />FD. FOUND <br />1. N. <br />INSTRUMENT NUMBER <br />o <br />(M) MEASURED DISTANCE. ALL <br />S.F.N. <br />SEARCHED, FOUND NOTHING <br />0 <br />DISTANCES ARE MEASURED <br />TEMP. <br />TEMPORARY <br />o <br />UNLESS OTHERWISE NOTED. <br />O.R. <br />OFFICIAL RECORDS <br />R.S. RECORD OF SURVEY <br />I.R. <br />IRON ROD <br />Li' <br />P.M. PARCEL MAP <br />I.P. <br />IRON PIPE <br />-g— FOUND MONUMENT AS NOTED <br />LPIN <br />IRON PIN <br />L. <br />—G— FOUND MONUMENT AS NOTED <br />REBAR <br />IRON REINFORCEMENT BAR <br />fi— <br />CALCULATED POINT, <br />N <br />I <br />NO MONUMENT SET <br />0j <br />N t <br />PA 10 T <br />1. ALL PERSONS PURCHASING PARCELS <br />WITHIN THE BOUNDARIES OF THIS APPROVED MAP <br />SHOULD BE PREPARED TO ACCEPT THE <br />INCONVENIENCIES OR <br />DISCOMFORTS ASSOCIATED <br />TH AGRICULTURAL OPERATIONS OR ACTIVITIES, <br />SUCH AS NOISE, ODORS, INSECTS, DUST, <br />OR FUMES. SAN JOAQUIN COUNTY HAS <br />DETERMINED THAT SUCH INCONVENIENCIES OR <br />DISCOMFORTS SHALL NOT BE CONSIDERED A NUISANCE. <br />2. FOR FUTURE DEVELOPMENT OF PARCELS 1, 2, 3 AND 4, DRAINAGE FROM THESE PARCELS <br />SHALL BE RETAINED ON-SITE BY A RETENTION BASIN AND MEET THE REQUIREIMENTS OF <br />SAN JOAQUIN COUNTY DEVELOPMENT STANDARDS. RETENTION PONDS SHALL BE FENCED <br />WITH SIX(6) FOOT HIGH CHAIN LINK FENCE OR EQUAL WHEN THE MAXIMUM DESIGN DEPTH <br />IS 18 INCHES OR MORE. REQUIRED RETENTION BASIN CAPACITY FOR EACH PARCEL SHALL BE <br />CALCULATED BY A REGISTERED CIVIL ENGINEER, LICENSED CONTRACTOR OR AN ARCHITECT <br />PRIOR TO RELEASE OF BUILDING PERMIT. (DEVELOPMENT TITLE SECTION 9-1135.9) <br />NOTE- ALL RECORDS ARE OF SAN JOAQUIN COUNTY. BOOK <br />PRECEDES PACE. ALL DISTANCES ARE MEASURED OR CALCULATED <br />FROM MEASURED UNLESS OTHERWISE NOTED. <br />Dec 14 <br />