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• <br /> \ Centerline 80' Pole Line <br /> Easement (Strip #2) Per <br /> Instr. No. 87111487. Waterside Toe as Calculated 7 <br /> \ \ RECORD OF SURVEY <br /> Per R-1 Data, Found to be ' 19 ' I o f the lands of <br /> do \ Consistent With field Conditions. 8 �`-► � MAIN STONE C INC. <br /> X73 -- ----% 10 Being a Portion of Projected Sections 15, 16, 17, <br /> ���/ \ ��• \ `L73A, __ -- \ Centerline Pole Line Easement20, 21, 22 and 28, Township 2 South, Range 6 <br /> L36 L'3� (Unspecified Width Per 247 D.R. ( East Mount Diablo Meridian. <br /> 325 - No Existing Poles Observed , <br /> �/ e •- Along Deed Alignment. County Of San JOpquln, State of Callfornla <br /> o 9c) L 189 <br /> \ <br /> \ \ s <br /> April 2007o �� P05�� 118 cr1,114 Se �00\1 � �1 <br /> V <br /> Sheet 9 of 10 <br /> ^�o 1 Q° <br /> " , �" �� 1g2 ' \ `� \ Sheet 3 Sheet 4 <br /> \<1 N�Mwmlqwy & sms <br /> ENGINEERS PLANNERS SURVEYORS <br /> Sacramento - San Joaquin LATHROP, CA (209) 858-4042 <br /> Drainage District Right of Way and <br /> Flood Control Easement Per 2557 <br /> .o ►�°��` 1h0 / 0 / \ .>-\ \ l> \ OR 219 (Pcl. 2C). <br /> \ <br /> Apparent Ordinary <br /> High Water Mark v ,� i0 <br /> Observed this ,o,^ ��� / ��/ 0� ,�� 00 \ \ < <br /> Survey o N \ \ <br /> IN <br /> ,\\ \ Sheet Notes: <br /> 1) See Sheet 1 for Legend <br /> 2) See Sheet 2 for Line Table Data <br /> Centerline 40' Pole Line Easement \ \ <,r? \ Calculated Position of <br /> Per 2222 O.R. 201 as Relocated \ �\ < �/O Center of Section 22. <br /> cPer Instr. No. 90004646 <br /> 1b�` / (Abandoned Portions of 2222 0.R. <br /> 201 Not Shown). \ N <br /> 9013 CO00, <br /> 1A// A10 <br /> Sacramento Son Joaquin -•--,� <br /> Drainage District Right of Way and <br /> 0 o Centerline 20 Wide Ingress and \ w Flood Control Easement Per 2557 <br /> 'Ok r N Egress Easement Per Instr. No. \ ��S \ OR 219 (Pcl. 2C). <br /> 00074708. Alignment shown Follows �-.,, \ •�p�Y <br /> 1 / 't Centerline of Existing Unimproved <br /> \ ��� lg - \ 17 <br /> Road as Determined This Survey. \ 6 `�- RIVER <br /> 1 <br /> / \ \ �8� 48 L49 --- --L69 \ ate\ < <br /> / \ <br /> / 6'3,3, \ L 180 L51 <br /> L 179 <br /> -- L 178 S? r- <br /> s l o \ \ L 177 <br /> s• Instr. No. 00074707 L L1,6 <br /> 156 _ l <br /> s�. 602.81 f Acres <br /> Centerline 20 Wide ingress and N 45 21 30 E <br /> 1 1 <br /> Egress Easement Per Instr. No. \ ' <br /> 9 30.00 ..., <br /> 00074708. Alignment shown Follows 10 Guy Anchor <br /> co Centerline of Existing Unimproved <br /> co oa Road as Determined This Survey. Easement (Strip #2) I N 16'33'30" W �\ <br /> r Per 2222 0.R. 201 30.00' <br /> r Centerline 40' Pole Line Easement > -' <br /> 1 (Strip #4) Per Instr. No. 87111487 <br /> as Relocated Per Instr. No. c IN \ <br /> 90004646 (Abandoned Portions of o <br /> o0 <br /> l instr. No. 87111487 Not Shown). 218 ^ (0 Centerline Pole Line Easement r.. <br /> 1 Survey (Unspecified Width) Per 1220 0.R. <br /> f •o n 288 Portion Abandoned Instr. No. o\ -3 <br /> portaCI ( N <br /> j 90032946 Not Shown). <br /> I 2184 <br /> � <br /> 40' S Iw .ori <br /> GRAPHIC SCALE Co. <br /> 1144 p o rt i <br /> `J w O V <br /> l 41 100 0 50 100 200 400 <br /> CN <br /> • J <br /> IN FEET ) �' I N <br /> Z 1 inch = 100 ft. <br /> Match B — Sheet 10 of 10 <br /> Match A — Sheet 10 of 10 <br /> • <br />