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See Sheet 3 of 10 for Continuation See Sheet 4 of 10 for Continuation <br /> 21 I 0 0 25 25' �'� Wi <br /> See Detail C / / o ca <br /> (E 4 1* <br /> Hereon Property Line Follows o �, w <br /> Centerline of Existing / / "' I `v ('0 (N N <br /> 3, 0 <br /> Drainage Ditch Per <br /> \ ` L?r8 ?? / I L1• 9 / Centerline 20 Pipe �;�v '� h <br /> \ L? L216 9 1300 O.R. 292. I Line Easement Per ``' o � � <br /> rn <br /> \ \ \ 1> L215 �� �� I 1147 O.R. 387 t,) co ` ' N <br /> I — — — "� d o <br /> L214 � � � , h/ � � � �. <br /> �I L �v ILO2 <br /> t , z L2 X21 2 <br /> • SUct�r� See Detail B /j� i c IJ <br /> JJ <br /> \ 2\ Hereon I L214 <br /> �- 5�527. <br /> L211 tot j `2 <br /> L212 !: L213 (total) <br /> edict it C <br /> B <br /> Detail Op \ Not to Scale / <br /> Not to Scale o' �" �'"'~-- <br /> o co04 / V z / N 41045'18" W <br /> ��• / 1AJ 34.33' . <br /> Approximate Former Centerline o / I - - - - °�� 'bo) <br /> Lorenzen Road Prior to <br /> J \ \ Realignment Created From <br /> Southerly Projection of / W ` Centerline 10' <br /> \ `L '� 0 6 <br /> \ Occupational Centerline of \ � 9 Y�r)�K� � <br /> \ / v, Guy Anchor Remaining Alignment �• N 35 4423 W\ Easement Stri <br /> 2016.36' ( P <br /> ti I #4c) Per Instr. / <br /> M / Calculated CoLr) Z <br /> rner No. 90004646 ��, N� <br /> Lot 1 of R-9. \ �`� �� /A <br /> 'J <br /> cv �� �j �• Detail <br /> \ \ �' tK `L� '`� ' Not to Scale / <br /> N <br /> / I �` - o N 44.43'13" WLIwo, <br /> Lai <br /> �; I \ \ r L,+ kASSpN g 4648.79 ..._ -- ._._ <br /> Q '�/ o ROAD 0.17 <br /> C4 n I �- 277.04 <br /> I n <br /> r I �., <br /> C <br /> \ <br /> 14 fi <br /> to Found Axle Per Centerline 20' Wide Ingress <br /> R-5&R-4 <br /> co <br /> land Egress Easement Per j <br /> Instr. No. 00074708. ' ,o <br /> \ cti ' <br /> Alignment Follows Centerline .h <br /> \ \ w Il A of Existing Unimproved Road. 20, I ' <br /> Not to Scale / 0 2o, <br /> 04 <br /> \ \ O rzs •Q^ I ' <br /> • <br /> Tie: N 35.44 23 W 2016.36 I �\,I `____ 0.0 � f <br /> Centerline Pole Line Easement ` --_23 40' 0(tot.) <br /> _ �' � _ (N35 44 W, 2024.1 R-10) <br /> Occupational 1 ? (Unspecified Width) Per 247 <br /> \\ O.R. 325 No Existing Poles 1 - <br /> Centerline Observed Along Deed ' l �, 31-49, \ <br /> Kasson Road • - �`'` <br /> �```~ getall A I I Alignment. 25 ._.,, w <br /> Hereon <br /> C <br /> NGS PID AA425 6 -``--- <br /> "HPGN D 10 HG" ASS` `----_ _ _ �, - - - - ' o ^� <br /> NAD 83 Co. Coord 1997.30 : ON - " - - • �N o t`\' o <br /> ( ) • N 44.43 13 W- - 4648.79'— -' o <br /> 00 <br /> N 2089368.44 (grid) " N44.58'W, R-5 40 Pole Line Easement (Strip #4) �►� c-, <br /> E 6321454.35 (grid) Found 1/2 Rebar (no cap) in ( ) ROAD Per Instr. No. 87111487 and as <br /> Monument Well, Accepted as / �9. Relocated Per Instr. No. 90004646 <br /> Perpetuating the Position of �`-- ��d9S 80?� Found 1/2" Rebar (no cap) <br /> Monument Per R-4. (Pt. 300) �9S �� At Centerline P.L, Accepted (Abandoned Portions of Instr. No. <br /> as Perpetuating Position of 87111487 Not Shown). <br /> rn � <br /> Monument Per R-4. C <br /> ' ? <br /> RECORD OF SURVEY U-I Lull Q� 0� <br /> 01 <br /> .. <br /> of the lands of Izma <br /> o o Centerline 10 Guy <br /> MAIN STONE CORPORATION INC. O Zr) o co Lo Anchor Easement <br /> r' u, (Strip 14b) Per Instr. ,� —J <br /> 'i"'� No. 90004646 c`r° <br /> Being a Portion of Projected Sections 15, 16, 17, z I o <br /> 20, 21, 22 and 28, Township 2 South, Range 6 �--..� -. � <br /> East, Mount Diablo Meridian. I N 34032'45" W 25' o <br /> ° <br /> 30.02' <br /> County of San Joaquin, State of California �' l� 00� 25, leo <br /> Found 2" Iron Pipe (no cap) Per <br /> R-4 & R-5. Accepted as SW <br /> rn <br /> April 2 00 7 Comer of Section 32. <br /> Sheet 5 of 10 <br /> 25' <br /> 1" = 500' \ �, 25. °- <br /> ENGINEERS PLANNERS SURVEYORS Sheet Notes: <br /> LATHROP, CA (209) 858-4042 \ �N <br /> 1) See Sheet 1 for Legend Detail E <br /> 2) See Sheet 2 for Line Table Data \,j Not to Scale <br />