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MONUMENTATION NOTES <br />(o <br />MONUMENT TO BE <br />SET PER <br />(R6) <br />3=C <br />MONUMENT TO BE <br />SET PER <br />(R5) <br />• 3/4" IRON PIPE WITH PLASTIC PLUG "PLS 7788" PER (R4) AND (R5) <br />O SET 3.00' WITNESS CORNER (W.C.), UNLESS OTHERWISE NOTED, MEASURED <br />ALONG LOT LINE, RADIAL LINE OR PERPENDICULAR TO STREET CENTERLINE <br />AS NOTED. 3/4" x 24" IRON PIPE W/ PLASTIC PLUG "PI -S 7788" <br />J 3.00' WITNESS CORNER (W.C.), UNLESS OTHERWISE NOTED, MEASURED <br />ALONG LOT LINE, RADIAL LINE OR PERPENDICULAR TO STREET CENTERLINE <br />AS NOTED. 3/4" x 24" IRON PIPE W/ PLASTIC PLUG "PLS 7788" PER (R5) <br />}i( 1.17" BRASS DISK STAMPED "PLS 7788" TO BE SET ON CONCRETE <br />SIDEWALK 1.00' INTO THE RIGHT-OF-WAY, ALONG PROLONGATION OF <br />SIDE LOT LINES, OR AS NOTED PER (R5) <br />i 1.17" BRASS DISK STAMPED "PLS 7788" TO BE SET ON CONCRETE <br />SIDEWALK 1.00' INTO THE RIGHT-OF-WAY, ALONG PROLONGATION OF <br />SIDE LOT LINES, OR AS NOTED PER (R6) <br />0 5/8" REBAR WITH CAP "PLS 7788" TO BE SET AT ALL REAR LOT <br />CORNERS, UNLESS OTHERWISE NOTED PER (R6) <br />T SET 5/8" x 24" REBAR W/ PLASTIC PLUG "PLS 7788" FOR ALL REAR LOT <br />CORNERS (UNLESS OTHERWISE NOTED). SET 1.17" BRASS DISK STAMPED <br />"PLS 7788" IN SIDEWALK 1.00' ON PROPERTY LINE PROJECTION FOR ALL <br />FRONT LOT CORNERS. <br />1. SEE SHEET 2 FOR REFERENCES. <br />2. SEE SHEET 3 FOR BASIS OF BEARINGS AND LEGEND. <br />LINE AND CURVE TABLES FOR COURSES SHOWN ON SHEETS 6 AND 7 ONLY <br />LINE TABLE <br />LINE <br />DIRECTION <br />LENGTH <br />L1 <br />N77'31'43"W <br />35.74' <br />L2 <br />N29'32'00"W <br />38.74' <br />L3 <br />N15'28'00"E <br />29.70' <br />L4 <br />N15'28'00"E <br />35.36' <br />L5 <br />N76'06'38"W <br />29.24' <br />1-6 <br />N12'30'19"E <br />34.95' <br />17 <br />N29'32'00"W <br />1.03' <br />18 <br />N60'27'56"E <br />74.32' <br />19 <br />N60'28'00"E <br />20.00' <br />L10 <br />N52'36'42"E <br />66.09' <br />L11 <br />N11'13'59"E <br />35.74' <br />CURVE TABLE <br />CURVE <br />RADIUS <br />DELTA <br />LENGTH <br />Cl <br />2570.00 <br />0'43'35" <br />32.58' <br />C2 <br />2570.00 <br />1'02'24" <br />46.65' <br />C3 <br />2570.00 <br />0'36'36" <br />27.36' <br />C4 <br />50.00 <br />46'49'55" <br />40.87' <br />C5 <br />50.00 <br />8'03'07" <br />7.03' <br />C6 <br />238&00 <br />0'29'43" <br />20.65' <br />C7 <br />2388.00 <br />1'04'47" <br />45.00' <br />C8 <br />2388.00 <br />0'44'00" <br />30.57' <br />C9 <br />50.00 <br />54'53'04" <br />47.90' <br />CIO <br />17.00 <br />66'14'06" <br />19.65' <br />C11 <br />50.00 <br />116'54'59" <br />102.03' <br />SEE SHEET 7 <br />TRACT 3997 I 21 20 19 18 17 16 <br />(R5) so' 30 -• <br />15 __-- -- - -- ----- <br />00 <br />o(Ln-.4- • <br />z LOCKBORNE COURT <br />6=13'58'23" L=575.1 ----C <br />C13(M-M)(R5) - I C --- - --- - <br />- R=2358.00 \56'51'08"E(R) o <br />j--10' P.U.E. N2932'00"W 316.0 <br />F�2j <br />4(T) R=2328.00' 6=4'35'02" L=186.25'(B) <br />- C17 JC18 C19 L7_/ 45.00' 45.00' 45.00' <br />o <br />TRACT 3 W 23 s24 25 W 26 27 W 28 <br />4,197_ S.F. wo 4,192 S.F, To 4,190 S.F. 0 4,095 S.F. 0 4,095 S.F. 4,095 S.F..F. vp36Z Z 7 - Z <br />-45.UU - -0- -- <br />nn nn' N30'39'35"W 90. <br />15 <br />CURVE TABLE <br />CURVE: <br />RADIUS <br />DELTA <br />LENGTH <br />C12 <br />50.00 <br />246'14'07" <br />214.88' <br />C13 <br />2358.00 <br />3'36'52" <br />148.75' <br />C14 <br />2328.00 <br />16'04'33" <br />653.18' <br />C15E2328.00 <br />00.00 <br />3'36'52" <br />164.02' <br />C16 <br />1'09'09" <br />46.83' <br />C17 <br />2328.00 <br />1'09'09" <br />46.83' <br />C18 <br />2328.00 <br />1'09'10" <br />46.83' <br />C19 <br />2328.00 <br />1'07'34" <br />45.76' <br />C20 <br />113.00 <br />15.12713" <br />29.98' <br />C21 <br />87.00 <br />15'12'13" <br />23.09' <br />C22 <br />2600.00 <br />1'16'23" <br />57.77' <br />1 Z1 <br />N29'32'00"W 377.35'(MI-M)(R5) <br />316.03' <br />45.00_ <br />29 <br />w <br />4,095 S.F. o <br />00 <br />N <br />O <br /><p <br />z <br />-B- -45.00'-- -�- -45.00'- -B- -45.00'- <br />N29'32'00"W 270.00' <br />TRACT 3997 (R5) <br />PARCEL A <br />45.00' <br />I= <br />O <br />30 <br />4,095 S.F. o <br />0 <br />N <br />Z <br />-45.00'-- <br />13 1 12 I 11 <br />ZD I <br />I <br />-T-61 .32 <br />of <br />I p <br />45.00' 45.00' I 70• <br />31 <br />w <br />4,095 S.F. o <br />O <br />00 <br />N <br />O <br />z <br />-45.00' <br />N23'11'3- <br />45.28' <br />O <br />0 <br />32 <br />4,208 S.F. w <br />3' WALL <br />EASEMENT <br />J� <br />59" L=102/ <br />33 <br />6,776 S.F. <br />4 <br />TRACT 3998 <br />RIVER <br />1 <br />VILLAGE Y <br />A PORTION OF RANCHO EL PESCADERO,-BEING <br />A SUBDIVISION OF PARCEL 1 OF PARCEL MAP119=01-PM <br />(26 M&P 147) AND PARCEL. 2 OF TRACT 3997 (43"M&P�94), <br />CITY OF LATNROP, SAN JOA COUNTY, CALIFORNIA <br />JULY 2020020 <br />EARM9 <br />E N1 G1N-EEf;�1NG <br />0' 20' 40' 80' <br />SCALE: i" = 40' <br />10 <br />0 <br />0 <br />W O <br />C)co <br />`✓ <br />CD <br />N <br />CD <br />CD <br />Z: o PARCEL 12 <br />TRACT 3908 <br />W <br />(RA) <br />•--- <br />R 30' 00 <br />.N <br />CD <br />U kU Z <br />N29'32'00"W 100.00' V <br />3' BY 3' <br />W.C.(R5) <br />N14'19'4 <br />3' WALL 2 <br />EASEMENTLo <br />O <br />Lo <br />00 <br />00w <br />Cl <br />0 <br />00 <br />N <br />O <br />z 37' <br />Lu <br />cn WFo <br />T <br />of Q <br />w = m <br />m � o <br />O c Z <br />n <br />00 � Q <br />mm <br />m <br />37' <br />SHEET 6 OF 7 <br />