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I -- Lu W Z C/) Lu Lu 41 42 40 N31'19'17' I vZ 43 f 00 I Z NII w I Lu v 0 1- I 44 I co i Z N I I I � TRACT 4015 (R1) w 3� 36 37 33 39 40 41 42 N o � 00 CD u') CD AIS C,4 w �- 1 H. TRACT • DS - STAGE 2A A PORTION OF RANCHO EI_ PESCADERO, BEING A SUBDIVISION OF PARCEL 1, 2, 3, AND 4 OF TRACT 4015 (43 M&P 106), CITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNIA SEPTEMBER 2020 IN N58'40'43"E(R) C77-- R=28.20.00' a=5'06'02" L=251.04'(M-M)(R1) ATHENA DRIVE - _ _ - -ENGIN-E-Ef<1NG _ R=2_820.00' A=5'08'47" L=253.30'(M-M)(Rt) ___ - z �- C=2.'54'30° L=143.14^^ c79Q=4'03'00" L=199.34 I� o `�� -C78 ^ N57 � °34'57"E(R) o l o ! N49'32'58"E(R) N53'34'41"E(R) to 74777 R=2850.00' 4=2'54'30" L=144.67' I M Io_ R=2850.00' 6=2'517'15" L`146.95'(TM� a Irli I -T'C43� _ - C42- I C37 C36 �>> 4' (j \ N51-03'16"E(R) CD b W 60.00' \_N52-28'55"E(R) z •_ - 30. ! i n 51 0 o 30.00' 30.00' 3 w o 30.00' 0 52 �°p I 5,808 S.F. o 5,641 S.F. ! o o r' c cr A o �I 1� m 1� Z Lo I po N31'19'17"W 101.06' ! o N36'25'19"W 98.18' N36'25'19"W 98.25' IF 10' P.U.E. I N41'34'06"W 103.99' y C5 f 50 0 0 53 1 0 0 0 5,109 S.f o o O p 0 4,964 S.F. ! 0 0 I4 o s� YY P Q I � � L0i N31'19'174 103.31'2 M 1 I N36'25'19"W 100.38' N N36'25'19"W 100.46' rn W I 49 W j Lq I ---1o' P.U.E, 54 O p 0 N41'34'06"W 1C-��' - - N A o I 5,222 S.F. o v o V o 82 N 0 0 5,074 S.F. 'D Vie - o I o o W z l o! 5,078 S.F. o _- Dk n N I cn Do I N31'19'17" z M N `c m A rn n W 105.56' N36'25'19"W 102.58' 1 o n N36'25'19"W 102.66' O7I ow w < q IZo 0 1 w z m 16 o D I 5, 3.348 S.F. 0 55 t o U w m o l o Z 0 5,184 S.F. o 0 61 I p 0 1 4 v I I 5,189 S.F. fn z ! O2 N41'34'"109.94'_____-N31'19'17"W 107.81'N36'25'19"W 104.78' ! z I 5.02� -- Q,\ 9= I � I 1 N36'25'19"W 105.07' zz \ v I (D10' P.U.E.--I - M I 00 0� _ I 56 cx�Z o I 60 N I 20.00' 30,00' o I j N 5,642 S.F. ! � o i 5,360 S.F. �! 17 0 ( _ C41 --- Q `� / 9,9427S.f. N36'25'19"W N15'Ol'59"W(R) 1 30.00' N36°25'19"W 109.33' o / 30.00' N41'34'06"W 110.26' � c�/ 119.83' C40- - - �` 5.81' 9.80'- s - d=246'14'06 , / \mss N! p N74'08'20"W(R) (' �• --' i \ o- -- 59 30.00 C74 N?1 O6 M 57 / sp \ SU' o n \ 5,164 S.F. o m 12„W 6g 7.077 S.F. ( op \ F� � 1 0 Z i$ z 6,326, 1 a \J I N18'18'44"W(R) r NO N36 2519 W 98.42 0 N34'37'22"E(R) 15) 36, ¢ W 61BO I L25 1 N32'45'12"W(R) 1 m 1 3 o 0 125 56, \ op, / o N45-05'07"W(R) / 58 J C13. o�ss6,rrJ_ G,50 / 6,714 S.F. - -.� � -- ENSLEN AVENUE N89'26'08"E R R=50' N3036'36"WN67-19'51'E(R) R=1095 C8 o �L6 J L23 PARCEL F o \ s. 125.79'(M-M_)(R3 - 01 STM 2A- N43'10'14"E R� R=50' 3- LEVEE EASEMENT N65'16'31"E(R) R=1095' L22(T) C- 7� _ SQA` r>, N62'04'31 PARCEL C TRACT 3903(R2) N88'56°02"E(R) R=73' N59'11'08"E(R) R=980' 11 0' 20' 40' 80' SCALE: 1" = 40' MONUMENT NOTES Co) SET STANDARD CITY OF LATHROP MONUMENT WELL STAMPED "PLS 7788" Cs) MONUMENT PER (R1) MONUMENT PER (R2) MONUMENT PER (R3) Ay 2-1/2" IRON PIPE WITH PLASTIC PLUG "PLS 7788" PER (R3) • 3/4" IRON PIPE WITH PLASTIC PLUG "PLS 7788" PER (R1), UNLESS OTHERWISE NOTED }E 3/4" IRON PIPE WITH PLASTIC PLUG "PLS 7788" PER (R2) AND (R3), UNLESS OTHERWISE NOTED SET 3.00' WITNESS CORNER (W.C.), UNLESS OTHERWISE NOTED, MEASURED ALONG LOT LINE, RADIAL LINE OR PERPENDICULAR TO STREET CENTERLINE AS NOTED. 3/4" x 24" IRON PIPE WITH PLASTIC PLUG "PLS 7788" 3.00' WITNESS CORNER (W.C.), UNLESS OTHERWISE NOTED, MEASURED ALONG LOT LINE, RADIAL LINE OR PERPENDICULAR TO STREET CENTERLINE AS NOTED. 3/4" x 24" IRON PIPE WITH PLASTIC PLUG "PLS 7788" PER (R1) T SET 5/8" x 24" REBAR W/ PLASTIC PLUG "PLS 7788" FOR ALL REAR LOT CORNERS (UNLESS OTHERWISE NOTED). SET 1.17" BRASS DISK STAMPED "PLS 7788" IN SIDEWALK 1.00' ON PROPERTY LINE PROJECTION FOR ALL FRONT LOT CORNERS. 1. SEE SHEET 2 FOR REFERENCE. 2. SEE SHEET 3 FOR EXISTING EASEMENTS, BASIS OF BEARINGS, AND LEGEND. 3. SEE SHEET 10 FOR LINE AND CURVE TABLES. SHEET 8 OF 10