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Appii,cav%on t-' uu 10 <br /> Received Bv -T <br /> ®n <br /> VICINITY MAP <br /> HONKER LAKE RANCH <br /> APN:131-180-080 <br /> POINT OF BEGINNING \ / <br /> PARCEL THREE W. KINGSTON SCHOOL ROAD <br /> DOC-2018-080530 - STATE HIGHWAY 4 <br /> L35 L34 / <br /> MUSs1 Q� <br /> CROSS LEVEE DOC-2005311706 Z �O <br /> S557'54"W 227.85' rr (D 0 P W <br /> 589;37'30"W 60.00' <br /> " rr BASIS OF BEARINGS LEGEND: o <br /> S138 54 W 97.60 III i PROJECT SITE <br /> W. MULLER RD. <br /> EXISTING WELL <br /> ii S1 4326"W <br /> II - <br /> 297.41' EXISTING PUMP S INLAND p <br /> 1 � <br /> EX- - EXISTING Op�� DR. � <br /> ii S89 32 04"W 340.00' `'�� DEL CARLO 'Q7I�r <br /> So 42'06 E 1250.00' ;; DOC-2005-322597 - EXTERIOR PROPERTY LINE <br /> HOWARD ROAD <br /> NEW PROPERTY LINE <br /> ADJACENT PROPERTY LINE <br /> EX-GRAVEL ROAD � PARCEL 1 HIGH RIDGE �' ' - - - LOT LINE TO BE ADJUSTED.I 269.831 ACRES y L28 <br /> LEVEE �� <br /> S27 3'54"W 55.80' L27 <br /> �I <br /> II PARCEL TWO <br /> I I <br /> DOC-2018-080530 <br /> JOHN C. ROCHA w w <br /> PROPERTIES <br /> DOC-90009102 PE�} 30' WEST OF FORMER POCKET LEVEE �� <br /> III° I PLOTTED PER 7 SURVEYS 110 -� <br /> NOTES: <br /> S6'1354"W 871.93' lII� J 1) THE NORTH LINE WAS ESTABLISHED BY FOUND MONUMENTS SHOWN <br /> II J TANAKA IN 7 OF SURVEYS AT PAGE 110 WHICH FIT CROSS LEVEE. <br /> Ilt EX-DIRT ROAD � DOC-2006-090220 <br /> 2) THE WEST LINE IS 3D' WEST OF AND PARALLEL TO POCKET LEVEE <br /> III' J L23 PLOTTED PER 7 OF SUR VETS A T PAGE 110. <br /> 3) SOUTH LINE PLOTTED FROM OUR SURVEY OF NORTH BANK OF <br /> MIDDLE RIVER. <br /> S17 39'54"W 75.20'P,1 33 34 _ - L21 <br /> EX-PAVED PAD 4) THE EAST LINE OF ORIGINAL PARCEL ONE IS DUE SOUTH OF THE <br /> / POINT OF BEGINNING UNTIL IT INTERSECTED THE NORTH BANK OF <br /> L22 MIDDLE RIVER. ORIGINAL PARCEL TWO TRAVERSE WAS FIT TO OUR <br /> S2 15854"W �" Lor LINE TO II y SURVEY OF HIGH RIDGE LEVEE. <br /> EX-GRAVEL ROAD <br /> 1716.49' I <br /> I BE ADJUSTED <br /> ri /iy445) A RECORD OF SURVEY WILL BE FILED ONCE THE LOT LINE <br /> �j i �op�y� ADJUSTMENT IS COMPLETED. <br /> i N <br /> r� <br /> � o <br /> PARCEII NEI <br /> DOC-2018-080530 11 <br /> I <br /> PPS <br /> EX-GRAVEL ROAD EX-DITCH I LINE TABLE LINE TABLE <br /> I 0 200 400 800 <br /> P' EX-DITCH NO. BEARING LENG7I-1 NO. BEARING LENGTH <br /> _L11 LM <br /> L1 S8829'08'E 217.75' L21 N497754"W 152.32' <br /> SCALE: 1" 400' <br /> L2 S62 43'54"E 176.77' L22 N26 44'14"W 169.99' <br /> 1111 �' EX-GRAVEL <br /> ROAD L3 S36 26'16"E 194.52" L23 N5 08'14"W 176.30' <br /> L1 �o L4 S3258'151E 574.53" L24 N277546"E 314.00' <br /> n <br /> L2 PPI L5 N541.58'09"W 323.57' L25 N52V2'46"E 314.00' <br /> SPP L3 l' L6 S7126'41"E 281.88" L26 N6670'460E 443.00' <br /> L7 S5458'09"E 18.21' L27 N4'4'14"W 211.70' <br /> \ pp �D PARCEL 2 i ro S PROPER ES L8 <br /> y 87.010 ACRES �i DOC-2005-322597 L$ N35 23'02"E 460.32 L28 N38"10 14"W 177.00 <br /> \ <br /> L4 EX-DIRT <br /> ROADi L9 N059'01"W 630.11" L23 N7255'14"W 789.50' <br /> I <br /> L8 L10 N46 25'36"E 605.97' L30 N55 57'14"W 370.20' <br /> NORTH BANK , L7 Q5,€ L 11 S85 01'25"E 1852.87' L31 N7158'14"W 374.70' <br /> P L 12 N5343 26"W 338.00" L32 N4103'14"W 263.50' <br /> . P EX-DITCH <br /> EX PP Pp �� EX-HOUSE 200.6E L13 S8626'38"W 172.96" L33 N2153'14"W 346.30' <br /> �6 (TYPICAL) Il L14 S5224'12"W 595.67'' L34 N14 40'14"W 4,38.61' <br /> APPROXIMATE <br /> L15 PP `��vr 190E LEACH FIELD L15 N8903'13"W 160.01" L35 S8937'30"W 1078.03' <br /> P 51 f LOCATION <br /> EX-BUILDING , , <br /> L16 N53 OS 50„W 510.78 <br /> ,p h i \\ P EX-BUILDING 9 <br /> � ? PP � � L17 N60'22'18"W 431.30' <br /> L13 NORTH BANK 64.9'.:k L18 N715538"W 358.54' <br /> L19 N8973'48'W 71.51' <br /> b <br /> 18 _ _ L20 NQ 04 46"E 1102.95' -To <br /> o <br /> � I <br /> \ o <br /> of <br /> NI <br /> I <br /> N <br /> ri- <br /> 3 <br /> N <br /> 1 <br /> CN <br /> LAUGENOUR AND MEIKLE LOT LINE ADJUSTMENT SUPPLEMENTAL EXHIBIT SCALE SHEET <br /> 1.ANp � <br /> DESIGNED BY <br /> L M CIVIL ENGINEERING • LAND SURVEYING - )662- 755 APN PLANNING' <br /> 30 J���oP� �w.F�L�$ _ AS SHOWN <br /> 608 COURT STREET, WOODLAND, CALIFORNIA 95695 PHONE: 5 S• 131 - 170-002 & 131 --300-001 <br /> DRAWN BY MKS P.O. BOX 825, W LAND, CALIFORNIA 95776 WEB: www.lm net s FOR O <br /> I[ CL <br /> CHECKED B Y CWCq <br /> TRINTAS PARTNERS FARMS CAD FILE.'Base .1-Togo <br /> S. 7906 of <br /> 4'� cA►-%F DA TE.- 12-27-2019 J <br /> REV. DA TE DESCRIPTION BY APPID.1 DATE 12-27-2019 L.S. 7906 SAN JO.'AQUIN COUNTY CALIFORNIA JOB NO. 4266-2 <br /> 0 x <br />