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ti1�lOgG <br />36' 36' <br />i I <br />If EX. 30' <br />DRIVEWAY <br />AMR 4 <br />1.31 AC. <br />(COMMERL^f4L) <br />IL <br />10' P.U.E. <br />EX. 8"SS <br />�a <br />Qo0 <br />7RAC7 3220 <br />MAP 37=78, <br />10' P.U.E. <br />F-R <br />f Y~f' <br />�i <br />+ Q MMVTH SS <br />o EASEMENT <br />IIa <br />2z� <br />E4z £PVT <br />�?i917rw (W) <br />4=032'13" <br />#81 <br />L=21.66' <br />L S1923GI ly <br />CH=AV807A911' <br />' 45.87' <br />21.66" E <br />k <br />TOWNSHIP & SECTION LINE <br />EIGHT <br />11-7 <br />30' <br />ORNEWAY <br />1.13 AC. <br />(C MIMEERCf4L) <br />2 <br />MILE <br />T.3N.,R. 6E., <br />M.D.B.&M. <br />SEC. 32 SEC. 33 <br />SEC. 5 SEC. 4 <br />----------------- <br />T.2N.,R. 6E., <br />VX A A jllTU2-\ UA-N ;; <br />RESTRICTED } If 400 <br />ACCESS (TYP/C4L) L'i <br />J FDRIVEWAY <br />0 <br />3 <br />CENTERLINE W148LE WIDTH <br />L �2 <br />214 AC. 10' P. U.E. --� <br />(COMA/fwx) g i <br />SEE SS DETAIL 12 t <br />ON THIS SHEET <br />10, <br />CENTERLINE VARIABLE WIDTH — <br />\ SANITARY SEWER EASEMENT <br />.)--1----------------- <br />NITARY SEWER EASEMENT -------------- - ---- J <br />�' 226 ACZ ' Y..36 AC. CENTERLINE VARIABLE T �' 26 DRIVEWAY <br />(COA/MERCf4L) WIDTH SANITARY <br />S <br />EX. 8"SS�'F <br />oo J <br />a <br />170 f (W) <br />T4,0' I <br />(HIGH DENSITY) SEE (;S DEW IJ SEWER EASEMENT CENTERL/NE VARIABLE W/OTH I I <br />(MOT PART OF SlI&W 0V) ON THIS SHE SANITARY SEWER EASEMENT <br />SEE SS DETAIL Af I <br />ON THIS SHEET <br />II <br />WIDE o EX. 10' 00000 WIDE AT&T <br />I I <br />EASEMENT, PER <br />EX 30 NE fNG DOC,�' 2011-036006 I <br />� �S$ pP � � EX 10' WIDE AT&T I I <br />iACCE, P U.E ! Ex. <br />PER -r, <br />�( 1PM 26'60 Z ' / DOCK 2010-044352 <br />PER <br />4.07 AC <br />(HIGH DENSITY) - <br />(MOT PART OF 511AW,SIOV) - EX. LEVEE TOE AS <br />DOI1 2016-142871 - ' OF OCTOBER 2022 <br />SS DETAIL /I e�E�G�a3a <br />SCALE 1'-60' foR � 00�y2 <br />SERE o DER I <br />Gpt� E� P <br />a Y�94ME--MATH SLOPE <br />\ EASEMENT, PER PM 26-60 <br />tppRG MAP <br />Q��'1 N3�� <br />SOUTHERL Y LINE OF EASEMENT <br />FOR LEVEE CONSTRUCTION & <br />AMINTENANCE (PARCEL P)(-4) <br />PER /.N. 00152838 <br />D.D. SHEET NO. 298 <br />SLOUGH <br />o TROD ICT <br />Xo �000 TCION 015TR <br />CO. ERo g51 <br />AIR CON 2016109 <br />W 0L <br />2 z,-,- h I <br />2 <br />�,_� .1.o 3 <br />oFAwa <br />E �E E <br />CEN�RLINE, <br />I AN1TARY SEW <br />SS DETAIL p <br />SCALE 1 m-40' <br />7RL°- C,r Z6 o 0 <br />HAP 37-62 <br />42' 40' <br />Z <br />W <br />NOTES.• <br />1. THE SANITARY SEWER EASEMENT SHOWN /S /N SUBSTANTIAL <br />COMPLIANCE WITH THE APPROVED .SANITARY SEWER MASTER <br />PLAN FOR THE NORTH STOCKTON PROJECTS PHASE 1 PER <br />CITY FILE / 101D. THE PROPOSED E45EMENT /S FOR THE <br />BENEFIT OF ALL PARCELS INCLUDING AN OFFS/TE AREA, <br />HOWEVER PENDING FINAL BUILDING CONFIGURATIONS AT <br />THE 11ME OF THE FIRST BUILDING PERMIT FOR THE <br />BENEFITED AREA, ADJUSTMENT TO THE ALIGNMENT MAY BE <br />NECESSARY. THE RESPONSIBIL/TY FOR ANY CHANGE' TO <br />THE EASEMENT WILL BEAR ON THE OWNER MOWNG <br />FORWARD WITH THE FIRST BUILDING PERMIT AND SHALL <br />FOLLOW PROCEDURES AS SET FORTH BY THE C/TY OF <br />STOCKTON TO RELOC4TE SA/D EASEMENT ACCORDINGLY. <br />2. SEE SHEET 2 & 3 FOR ALAPPING INFORMATION & LEGEND. <br />f0' P.UE. -Il <br />YAMME 9,01-H I <br />8 1 <br />ss EASEMENT r - <br />I <br />1 EX. 8"55 <br />EJIO !` R fl&f <br />j � I <br />� � <br />lllDlH SS' EASE7/EJVT <br />I <br />CA L E: <br />I <br />I <br />1 <br />011 ShVMV <br />GW 2 <br />i <br />I <br />-%EET <br />=100' o <br />I <br />SS DETAIL 12 <br />SCALE.• 1'-40' <br />SS LINE TABLE <br />NO. <br />BEARING <br />LENGTH <br />1 <br />N 1923'00'E <br />32.23' <br />0 <br />2 <br />N64'44'30"E <br />130.17, <br />3 <br />S884921 "E <br />193. 19, <br />4 <br />S783442"E <br />184.34' <br />5 <br />N90'00'00"E <br />10.00, <br />5 <br />N90'00'00"E <br />360.OX <br />N04 02'27"W <br />66. 19' <br />A7 <br />8 <br />S884342"E <br />15.06' <br />SS CURIE TABLE <br />CURVE <br />RADIUS DEL TA <br />LENGTH <br />CH.BEARING <br />CHORD <br />O1 <br />555.00' <br />13'0523" <br />126.79' <br />N71 ' 17' 11 "E <br />126.52' <br />2O <br />2, 000.00' <br />10' 14'39" <br />357.59' <br />S83'42'01 "E <br />357. 12' <br />0 <br />1, 059.00' <br />3'36' 13" <br />66.60' <br />N05'50'33"W <br />66.59' <br />LEGEND. - <br />AC, <br />ACRES <br />Imo' <br />if <br />CENTERLINE <br />a <br />Q <br />o0 <br />EX. <br />EX/STING <br />( <br />M&P <br />MAPS & PLATS, BOOK -PAGE, S. ✓. C. R. <br />I� <br />P. M. <br />PARCEL MAP, BOOK -PAGE, S. ✓. C. R. <br />P.U.E. <br />PUBLIC UTILITY EASEMENT <br />SS <br />SANITARY SEWER <br />- <br />SECT/ON LINE <br />PROPERTY LINE <br />RIGHT OF WAY <br />— — — <br />EASEMENT <br />RESTRICTED ACCESS <br />O5 <br />LINE TABLE NUMBER <br />O3 <br />CURVE TABLE NUMBER <br />if SANITARY SEWER EASEMENT <br />PARCEL MAP — COS 22-04 <br />BEING A PORTION OF SECTION FIVE, TOWNSHIP ' TWO NORTH, <br />RANGE SIX EAST, MOUNT DIABL O BASE AND MERIDIAN, <br />BEING THE DESIGNATED REMAINDER PER PM 26-60, <br />CITY OF STOCKTON, SAN ✓OAOU/N COUNTY, CALIFORNIA <br />A.R. SANGU/NETT/ & ASSOCIATES <br />CONSULTING CIVIL ENGINEERS <br />ENGINEERING - PLANNING - SURVEYING <br />STOCKTON, CALIFORNIA <br />OCTOBER 2024 <br />SHEET 4 OF 6 <br />