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MAPS AND PLATS 43-016
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VOL 43 001-050
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MAPS AND PLATS 43-016
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SEE SHEE f 5 <br />I <br />1 <br />45.0 A <br />1 <br />O <br />Ij- <br />W <br />frl Z <br />r W cq <br />0 sl <br />16 I 15 I -14 I 13 1 2 I 3 <br />w C3(T) o o <br />Y <br />N81'24'55"E 119.70AMESBUR f of �,, <br />C11 N81'24'55"E 1M-) o—Ct(M-M) o <br />COURT <br />o I C2(T) '. <br />VSyo C12 N81'24'S5"E C <br />S40 �1j� y' C5�, N07'52'05' W(R) <br />fRlAC7 3896 IT, 7) �G 14 13 12 <br />-IJ <br />N <br />17 � 6'E N81'53'58"E <br />i N5�51.97(g) 3 L4 <br />i / 3g^E 82a1'(B! 24.60' <br />115• r Q I \SEE SHEET 8 <br />15 <br />16 <br />17 <br />w L=12'22'11" <br />v) L=107.95' <br />18 MI <br />- <br />/ ``moo N14'36283 ,IM,Mj@ / 7(M -M) <br />M <br />N1436 28 3 \ / C18 v o <br />I o0 N1436 9.39' <br />0 Z <br />22 <br />I 21 1 <br />II 20 \ <br />I9.81 <br />10 <br />I 19 52.01',161.8218 <br />I 11 <br />11 <br />. ` 81.33' U / <br />41001 <br />N81'33'U7' <br />U) <br />rn <br />z <br />I <br />\ <br />L[ <br />4 <br />m , <br />Llj ' <br />r <br />`n <br />Lq <br />U <br />c� <br />�1 <br />NLl- <br />LII <br />� <br />J � <br />00r-, <br />J <br />N <br />nLo <br />rn <br />M J <br />1 N <br />w l <br />M <br />II N <br />d <br />D <br />II <br />o 0 <br />m <br />4 <br />II <br />� <br />CD <br />a <br />� <br />A <br />o <br />0 <br />u <br />o <br />ILII <br />/ "E <br />I <br />I <br />If <br />w it <br />I <br />v <br />I n <br />L� <br />.A <br />q <br />Y <br />rQI <br />z <br />I bo <br />I <br />13 <br />I <br />I <br />o, I <br />I <br />45' -m <br />A,r <br />I <br />m <br />1z <br />I <br />- <br />IJ <br />( z <br />v? <br />v <br />z <br />N <br />W <br />I <br />1 <br />45.0 A <br />1 <br />O <br />Ij- <br />W <br />frl Z <br />r W cq <br />0 sl <br />16 I 15 I -14 I 13 1 2 I 3 <br />w C3(T) o o <br />Y <br />N81'24'55"E 119.70AMESBUR f of �,, <br />C11 N81'24'55"E 1M-) o—Ct(M-M) o <br />COURT <br />o I C2(T) '. <br />VSyo C12 N81'24'S5"E C <br />S40 �1j� y' C5�, N07'52'05' W(R) <br />fRlAC7 3896 IT, 7) �G 14 13 12 <br />-IJ <br />N <br />17 � 6'E N81'53'58"E <br />i N5�51.97(g) 3 L4 <br />i / 3g^E 82a1'(B! 24.60' <br />115• r Q I \SEE SHEET 8 <br />15 <br />16 <br />17 <br />w L=12'22'11" <br />v) L=107.95' <br />18 MI <br />- <br />/ ``moo N14'36283 ,IM,Mj@ / 7(M -M) <br />M <br />N1436 28 3 \ / C18 v o <br />I o0 N1436 9.39' <br />0 Z <br />22 <br />I 21 1 <br />II 20 \ <br />I9.81 <br />10 <br />I 19 52.01',161.8218 <br />I 11 <br />11 <br />. ` 81.33' U / <br />41001 <br />N81'33'U7' <br />U) <br />rn <br />z <br />4 <br />0 <br />rn <br />1 N <br />m <br />co <br />A <br />v <br />Y <br />13 <br />I <br />C'" <br />�y <br />1 <br />� I <br />13 <br />i if <br />15 <br />N84'17'07"W(R) <br />10.00' <br />=-,J <br />rte. <br />I <br />16 <br />10 <br />Y 9 <br />FRAC JJ9—J <br />Iii -'r) <br />17 <br />B <br />7 <br />SEE SHEET 7 <br />4 5 6 7 I o 25 <br />I <br />co <br />EAST 303.7S(T) i �l v EAST 100.00(T) <br />00 <br />EAST 358.7S(M-M) IM m <br />303.73' - 0 55.00' <br />rz <br />EAST 303.7S(T) M <br />h o <br />of CD o <br />Ln <br />SEE SHEET 5 ' �30 U o o _ <br />I N PARCEL3 N cr <br />cr <br />11 10 9 8 I 1 r, 0.60 AC f M <br />O� O LLl <br />N U <br />cc <br />O O M yL <br />co <br />Ta <br />g- <br />EAST 317.00'(T) o I o Lij <br />PARCEL A Z I ZT0 <br />PA RCE L}1 SEE DETAIL A to I0 96 I A <br />ON SHEET 7 f <br />30.00' EAST 1 00OY(T)\. <br />24.04' `. 3. - -;'`8.75' <br />EAST 241.10' z\ rn 130.00' o <br />0 F <br />HARTFORD COURT o I� A <br />_ _ m "� <br />EAST 292.62'(M -M) � 56.38'(R7) �U <br />1 30.39' ^/ 24 0 <br />EAST 231.37' " 04 <br />f N z <br />'o- 00 W <br />z <br />7F,AC7 3832 (F�5) o <br />23 n ti <br />f\ ^ <br />rn. ti. z <br />a k <br />0 o <br />+� 22 o <br />118.20'(T)(LOT 22) s 51.76' <br />PAR ACL�2 EAST 169.96'(1)(PARCEL B)(R5) <br />c <br />N 'it) <br />II a h <br />v 2 N <br />co <br />J <br />N82'11'03"W(R) o <br />PAFiCrL B (P16) <br />n: <br />N68'49'23"W(R) �y� fo <br />co <br />if <br />U to <br />C22 <br />N84'0129 W 128.47' \" to <br />7N74*30'478"W(R)/4� <br />� <br />v <br />I <br />6 U <br />_ 37' \ <br />_ v/ <br />L12(-M)(R4) AC <br />ACADEMY DRIVE <br />L13(M-M)(R4) C2g(M-M)(R4) <br />—I& <br />> R'A' <br />G T 3 <br />RIVER ISLANDS - PHASE 1 P <br />TILLAGES J & K <br />A PORTION OF RANCHO EL PESCADERO, BEING <br />A SUBDIVISION OF PARCELS 1 THROUGH 3 OF TRACT 3895 (42 M&P 89) <br />CITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNIA <br />OCTOBER 2017 <br />-EN G1 N-E-E4L1 NG <br />0 30' 60' 120' <br />SCALE: 1" = 60' <br />LEGEND <br />Qo SET STANDARD CITY OF LATHROP MONUMENT WELL STAMPED "PLS 7788" <br />;,i MONUMENT TO BE SET PER (R7) <br />o SET 3/4" IRON PIPE W/ PLASTIC PLUG "PLS 7788" <br />MONUMENT TO BE SET PER (R4) <br />Qc MONUMENT TO BE SET PER (R5) <br />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 "PLS 7788" <br />3/4" IRON PIPE W/ PLASTIC PLUG "PLS 7788" TO BE SET PER (R4), <br />(R5) OR (R7), RESPECTIVELY, UNLESS OTHERWISE NOTED <br />200.00'(Ri) MEASURED AND RECORD DATA PER REFERENCE (Rt) <br />(R1) RECORD DATA PER REFERENCE (R1)- REFER TO REFERENCE LIST ON SHEET 2 <br />(M -M) MONUMENT TO MONUMENT <br />(B) BOUNDARY <br />CL CENTERLINE <br />(R) RADIAL BEARING <br />(T) TOTAL <br />D.E. DRAINAGE EASEMENT <br />P.U.E. PUBLIC UTILITY EASEMENT <br />S.E. SLOPE EASEMENT <br />LOT LINE <br />RIGHT-OF-WAY LINE <br />BOUNDARY <br />- - - - - - - - EASEMENT LINE <br />- - CENTERLINE <br />DENOTES WITNESS CORNER ON 3 FOOT OFFSET ALONG THE SIDE PROPERTY LINE PER (R5) <br />© DENOTES WITNESS CORNER ON 3 FOOT OFFSET ALONG THE SIDE PROPERTY LINE PER (R7) <br />U 5/8" REBAR WITH CAP "PLS 7788" PER (R4) <br />Q2 5/8" REBAR WITH CAP "PLS 7788" PER (R5) <br />03 5/8" REBAR WITH CAP "PLS 7788" PER (R7) <br />G 1.17" BRASS DISK STAMPED "PLS 7788" <br />WITNESS CORNER ON 1.0' OFFSET PER (137) <br />U 3/4" IRON PIPE WITH CAP "PLS 7788" PER (R7) <br />© 1.17" BRASS DISK STAMPED "PLS 7788" WITNESS <br />CORNER ON 1.0' OFFSET PER (R5) <br />U 3/4" IRON PIPE WITH CAP "PLS 7788" PER (R4) <br />NOTES <br />1. 1.17" BRASS DISK STAMPED "PLS 7788" TO BE SET ON CONCRETE SIDEWALK 1.00' <br />INTO THE RIGHT-OF-WAY, ALONG PROLONGATION OF SIDE LOT LINES, OR AS <br />NOTED. <br />2. 5/8" REBAR WITH CAP "PLS 7788" TO BE SET AT ALL REAR LOT CORNERS, <br />UNLESS OTHERWISE NOTED. <br />3. SEE SHEET 2 FOR ADDITIONAL NOTES AND REFERENCES. <br />4. SEE SHEET 3 FOR EXISTING EASEMENTS AND BASIS OF BEARINGS, <br />5. SEE SHEET 9 FOR LINE AND CURVE TABLES. <br />a <br />SHEET 0 OF <br />45 -1 � .',ow -0 <br />
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