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�'.7-IoSE <br />TRACT 3990 <br />RIVER ISLANDS - STAGE 2A <br />�lp000 <br />_ VILLAGE U <br />4,26 35'17" I <br />9�4 5\ J(R2J / N33'52'43"E(R) A PORTION OF RANCHO EL PESCADERO, BEING <br />\ A SUBDIVISION OF PARCELS 1 THROUGH 3 OF TRACT 3989 (43 M&P 54), <br />CITY OF LATHROP, SAN <br />QCOUNTY, CALIFORNIA <br />4-1462_ AUGUST 2019 <br />C=85.05' � - <br />1 R=21�p00, d_28'45' _. <br />o I 4=25'13330 2 8.79'(M (= - — <br />IC3 - - N <br />zl <br />RIVER ISLANDS PARKWAY -ENG1N-EE-F 1 NG <br />L 0' 20' 40' 80' <br />41 _ — _ SCALE: 1" = 40' <br />I 3j 0p� -s 1 N5,9-17-'53- �..„"`' =` _ { R=21n"3.00' <br />I W 110.01 N61'06'51" d-25 1333" L=952.32'(T) <br />I 3' BY 3' (LOT 5)(T) . N6213'14"W N63'19'37"W <br />/ m I W.C. 42.00 - - - - N64'29'57'W <br />0 3 3' WALL 42..00',,, . PARCEL A <br />o / 5 EASEMENT 42.00' 3' W.E. <br />r w �' 1--3' W.E. 8,621 S.F. o co 47.00' �`� TRACT 3989 (R3) LEGEND <br />PARCEL 9 3' BY 3' I. <br />-, �g5 T <br />TRACT 3908 (R2) h z / p=103'21'39' �� 4 0 o W.C. \ " 13646' "'fja MONUMENT PER (R5) <br />C. 0 4,343 S.F. 3 _� 7 C R <br />PARCEL A s �y5�1 �=209.05'r \9 �o \ w W 4,254 S.F. 2 o OS 10 G� �p�1 HOOVER � MONUMENT PER (R3) <br />\ o a 4,433 S.F. F. O <br />TRACT 3989 lR3) „tiW STREET <br />p 3 <br />orni 1 <br />MONUMENT PER (R2)0) a-rn <br />z 5,434 S.F. SET 3/4" IRON PIPE <br />W/ PLASTIC PLUG "PLS 7788"o `O o <br />LLJ <br />C� C7 - - - - - - z v�_ _ - - 2-1/2' BRASS DISK STAMPED "PLS 7788" PER (R5) <br />8 - - - - - _ _ _ 42.77 o d� <br />Q i E R R=2276. C9 C10 - ro 3/4" IRON PIPE W/ PLASTIC PLUG "PLS 7788" PER (R3) AND (R5), <br />00' d=4'1417' L=168.35' -T <br />Cil 'A V - z RESPECTIVELY, UNLESS OTHERWISE NOTED <br />d-5 5830 BUSH COURT N25'28'19"E(R) o 200.00'(R1) MEASURED AND RECORD DATA PER REFERENCE (Ri) <br />� J L=240.48' <br />N3126'49' d=6'21'48" � I n N <br />/ C Ci/—) { R=2306.00' d=7• E=256.11" - - d-1'43'23" L=69.35' w (Rt) DENOTES REFERENCE (R1)- SEE REFERENCE LIST ON SHEET 2 <br />_ 4153 L=309.83'(M_M) �� _ C23 -Qz (M -M) MONUMENT TO MONUMENT <br />o w -Cl <br />- C16 R-2336.00' <br />EE <br />d -6 -----ll- ''"-C-C31 N144'56'E(R) - <br />(M—B) MONUMENT <br />ENT TO BOUNDARY 8L=259.44'(T) N250501E(R) co o 8yo <br />z o j C19�Iui (T) TOTAL <br />C20ro O21�v6 o <br />' z (B) BOUNDARY <br />DETAIL B 10 5,328 S.F. coAlls <br />SEE SHEET 8 z w o0 0 � �� I O P.U.E. PUBLIC UTILITY EASEMENT <br />v'- 4,334 S.F. g <br />" ^ F?- - - W.E. WALL EASEMENT <br />z 4,327 S.F. 9 w o 30.00' <br />o S 4,432 S.F. v 10 w 1D V LOT LINE <br />M v ^ 4,224 S.F. 11 w <br />PARCEL I ��,, z N 4,326 S.F. 12 w 5' P.U.E. RIGHT-OF-WAY LINE <br />IF / 4381 z � 0 4,328 S.F. t <br />TRACT 3991 / I 43 l z v 13 �� I BOUNDARY <br />N581p28„ - 22' z co 4,605 S.F. �/ W _ . <br />a, W 87.03' ... 43.81' N n V ,n W <br />/ ` N5g 4"„` 6� 27 W 6 04'� z z co - - - - - - - - EASEMENT LINE <br />o h I 5T 20.59' 24 <br />30' 30 w / DETAIL C 5.00' N61°29'24" 2 43 81' % o - CENTERLINE <br />SEE SHEET 8 45 o'O�- 24.67' V' ///////////// RESTRICTED ACCESS <br />I h o0 3 N63'01'06"W 65.00'141 50.33' 0 0 <br />/ _ r O <br />O N64'39'S1"W 75.00' O� I 1 EASEMENT REFERENCE NUMBER - SEE SHEET 3 <br />R � N <br />M I z o o 'v w DENOTES 1.17" BRASS DISK STAMPED "PLS 7788" ON <br />/ Y TRACT 3991 0 o N L O 1 FOOT OFFSET PER (R3) <br />.pw 3 o Z M O2 DENOTES 5/8" REBAR WITH CAP "PLS 7788" PER (R3) <br />00 <br />M ` 2 z O3 DENOTES 5/8" REBAR WITH CAP "PLS 7788" PER (R5) <br />I �J Lo <br />N31'57'53"E(R)z rn ro 1 ^ I DENOTES 1.17" BRASS DISK STAMPED "PLS 7788" ON <br />C14 <br />N33-52'43"E(R) CC28 z z 4 1 FOOT OFFSET PER (R5) <br />3 w <br />-154 51„ (- / b C29 � 4 z J_ 30.00' - - <br />d I�()TES <br />85= R=253 , C30 O <br />8 00' d=6'56'21'L=307.38'9 <br />4 C31 / <br />—_ � L=307.38 T R5 � �� <br />- „ C32 � I 1. 1.17" BRASS DISK STAMPED "PLS 7788" TO BE SET ON CONCRETE SIDEWALK 1.00' INTO THE <br />--� o RIGHT-OF-WAY, ALONG PROLONGATION OF SIDE LOT LINES, OR AS NOTED. <br />R=2568.00' d' -ice =6'56'21" L=31101 N25'01'32"E(R)�i 2. 5/8" REBAR WITH CAP "PLS 7788" TO BE SET AT ALL REAR LOT CORNERS, UNLESS OTHERWISE NOTED. <br />07'47"=454 01' M -CL INT) R5 - �- 3. SEE SHEET 2 FOR ADDITIONAL NOTES AND REFERENCES. <br />d=1'16'36" 4. SEE SHEET 3 FOR BASIS OF BEARINGS. <br />- -L _ L=57.2— 1 —� 5. SEE SHEET 8 FOR LINE AND CURVE TABLES. <br />MIDDLESURy DRIVE <br />N23'44'56"E(R)/ <br />SHEET 6 <br />v �� I o5z E <br />