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LEGEND CURVE TABLE CURVE TABLE TRACT 3859 i o SET 3/4" IRON PIPE W/ PLASTIC PLUG "P.L.S. 7788" CURVE # RADIUS DELTA LENGTH CURVE # RADIUS DELTA LENGTH O FOUND MONUMENT IN WELL, STAMPED "P.L.S. 7788" PER (R4) RIVER ISLANDS - VILLAGE C1 A Cl 12.00' 8259'13" 17.38' (R1 1) C11 230.00' 6'48'23" 27.32' { • FOUND MONUMENT IN WELL, STAMPED "P.L.S. 7788" PER (1311) A PORTION OF RANCHO EL PESCADERO, ALSO BEING AC2 332.00' 9'27'24" 54.80' C12 230.00' 14'59'22" 60.17' PORTION OF TOWNSHIP 2 SOUTH, RANGE 6 EAST, M.D.M. • FOUND 3/4" IRON PIPE W/ PLASTIC PLUG "P.L.S. 7788" PER (R14), BEING A RESUBDIVISION OF THE REMAINDER OF TRACT 3791 (42 M&P 36) UNLESS OTHERWISE NOTED C3 332.00' 817'37" 48.05' C13 230.00' 14'59'22" 60.17' CITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNIA FOUND 3/4" IRON PIPE W/ PLASTIC PLUG "P.L.S. 7788" PER (1311), C4 313.50' 11'50'06" 64.76' C14 203.50' 713'15" 25.65' SEPTEMBER 2015 UNLESS OTHERWISE NOTED C5 313.50' 16'04'46" 87.98' C15 230.00' 14'19'15" 57.49' • FOUND MONUMENT IN WELL, STAMPED "P.L.S. 7788" PER (R6) go= - IC 200.00' (R2) MEASURED AND RECORD DATA PER REFERENCE (2) C6 313.50' 16'04'46" 87.98' C16 50.00' 18'18'06" 15.97' C7 313.50' 7'06'44" 38.91' C17 442.00' 1'19'20" 10.20' E N G I N -E E f< 1 N G (M-M) MONUMENT TO MONUMENT Modesto Palo Alto Pleasanton (T) TOTAL C8 223.50' 7'06'44" 27.74' C9 12.00' 90'00'00" 18.85' (R4) (B) BOUNDARY 0 20' 40' 80' L.W.E. LANDSCAPE AND WALL MAINTENANCE EASEMENT C10 12.00' 90'00'00" 18.85' (R4) SCALE: 1" = 40' P.U.E. PUBLIC UTILITY EASEMENT 4 LOT LINE RIGHT-OF-WAY LINE 3 /RNl V TRACT 3859 BOUNDARY �6 X0214.81' T Rg OIM�M�I 2 • /6 5 - - -- - - -- EASEMENT LINE �°� TRACT 3, 704 - - - - MONUMENT LINE ] (Rd) RESTRICTED ACCESS TRACT 3792 (R11 ) (i-112.00'(R4)EI CIO 24 43 61 1(21W O' 1L1 "'`o 42 ( Nessa' (Rg) �� N �Q•� 9° o ss _ _ -A'\ T N43'09'16"E R 1311 �� ,\� SrT�rRg� NgNN R=192.00' d=51'06'22" L=171.26 lR � /�� .\\ w \ N'y N6 �F` ,, Ic i 2 \ F Q 8=442.00194?20g21IS081'(g) 2g2j3,FR ��5p \268 \CIS 8=230.00' d=51'06'22" L=205.15�3��RN� j/1�� `'sj 6,2695 S.F. N -'422.00' 4=2 C\16jC1 T 20 00 _ _ _ _C13 C12 �� \ d a m I 12 2335 0 4112' _ C17 7,654 S.F. moo_ rn so c� \ W O 10 0i '0 N C=91.28' o N2Ss ^�`� ° nj c i 16 00_ 10. 0 ao �� \ 21 (T d 5,914 S.F. 0 0_ G y" I d- rn o l 0 0 173 82 ., 8g p o rn o :d. •oo_ 4 � I M r I z 7,027 S.F. C`6jCa , 77�aSSa2�6w /4)99 = 6,687 S.F. w 17 5 W Q �, z 1g)9 (T) co 18 w 7,159 S.F. y 1p9 "� 10 NCO W ( I o a0 pC, 9(TJ C/yq� 7.462 S.F. N I~& L WU.E. 6 �� (OFC/�F�q S83a• z " r� 3279 51"E R " 38' � 22' ` E z 6,006 S.F. q"Zo B`FY/ N56 48'18 E R z N 2�46 �1 `� 60• �\ M `C>L = _ �n� o0 6�0 p Y�/S 3�)/ C14 �s19 g5 r'� 14 \ z `j• C2� o o. iqF sF 4=24'28'21" x,68 �� 5,819 S.F. \\ \\ oa 7 0 L=86.92' � F \ o ^(O• 13,33 \C 5,400 S.F. o sa3' 4` 8=203.50d=51'06'22" L=181.52 T ca -, o J) o N46163_1745�1" C2 p0 3 �� \ o 0o C 1j5p06 8=223.50' d=51'06'22" L=199.35' 3) 46 s z 5,4 03 S.F. ��/� 0 2"E8 10?gS(T) o� 8 4617' d-16' " L=279.37'(M=M)(R11) • d�23'11'36" _ - 04 46" A=16 p4 o c o � � /5Ai0� \� I- 5,400 S.F. L_ L=62.72 0 h9' 12.16' 6p "c o -62.72' rn R=29204 R 118\(M M) N?S. oo ^� o /V o 12 2 op' �(R71) a Sa?� �' r( N40'49'57"E R \ / 0 0 �-C ` \\ 9 6 6,007 S.F. 600 NLhI l / W 1g� 0 6,417 S.F. °n 'i' 1N6' ^ s lR l� 2Ss Fp9 10 d 6,782 S.F. y /- yyhti N110 19%SAL'L o\\\ 3 6,782 S.F. o o 1% ° 0 9 5 gJ C z ° c R to �9(M 15.83, NOTES C5 1. 1.17" BRASS DISK STAMPED "P.L.S. 7788" TO BE SET ON CONCRETE SIDEWALK \ R=313.50 d=51'06 22 L=279.63 T 1.00' INTO THE RIGHT-OF-WAY, ALONG PROLONGATION OF SIDE LOT LINES, OR AS NOTED. 2. 5/8" REBAR WITH CAP "P.L.S. 7788" TO BE SET AT ALL REAR LOT CORNERS, UNLESS OTHERWISE NOTED. ` �8=�.50' d=51'06'22" L=315.313_(M-M)�R4)� i 3. SEE SHEET 2 FOR ADDITIONAL NOTES. _ - _ 4. SEE SHEET 3 FOR EXISTING EASEMENTS, BASIS OF BEARINGS, ABBREVIATIONS, AND REFERENCES. SHEET 5 OF 6 3K ya PG 411be .D