Laserfiche WebLink
SEE SHEET # SEE DETAIL A <br />PARCEL 3 ON THIS SHEET 137 <br />--------------- 136 135 <br />_ ------ -- -- _ 13.4 <br />R=1400.00' A=17'36'28" T <br />L=430.24' _ <br />AMBASSADOR ROAD R= _ <br />_ 1370.00' A=17'36'28" L=421.02'(T) <br />~. _M _�� � �=1705'00" L=408.48'�M-M�4 ----_._ ;� 1 N63'33'32"W 144 53, - <br />W o N6333 32 <br />W W 341.81(M ) _ T <br />N81�0'p0"--,------ - o I R=1340A0' A=14'45'10" L=345.03'(7) (R)3 � �-`53'(M_M � o c5(T <br />CJ) - -_ _----- <br />p=11'09'26" L=260.94'_ - - - - - C2T'* $m 0 - C2 <br />W "W 341.81 (T) - - - - 0M -M) <br />l6' (R)1 N63333 <br />W N8170 - _215 00'- �, ``; ' 2"W 9 b C25(M-B) <br />- _ _ - Loa 132 (R)2 IN �� 76 80' 9 43(7) C23 <br />in 6220 S.F. <br />IC <br />Lq <br />a M 10.00' 30.0' 30' - C1 106 a g 22.63' (R)5 <br />PARCEL4 N73'13'50"W 105.00' 6289 S.F. 1ni; <br />1.358 ACRES f $131 0 '' N73'13'50"W 105.00' 3oi 5145 S.F. 1 <br />10' P.U.E. <br />g 107 <br />(4 U 1%�I) <br />TRACT 4221 <br />)33 RIVER ISLANDS - PHASE 2 <br />WEST VILLAGE UNIT 2 <br />(R)12 A PORTION OF RANCHO EL PESCADERO, BEING A <br />SUBDIVISION OF PARCEL 29 OF TRACT 4149 (44 M&P 52), <br />(R)6 CITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNIA <br />C34(M-M) O JULY 2024 <br />\- (R)11 <br />C26(B-M) <br />I <br />•ENG1N-E-ER1NG <br />ss <br />z <br />ujJ <br />z <br />O <br />cn <br />_Q <br />m <br />PARCEL 30 <br />TRACT 4149 <br />(R1) <br />1292.12' <br />N7313'50"W <br />I ri N7313'50"W 160.00'(T) <br />CANYON VISTA TREET„ , <br />0 <br />N73'13 50 W 294.62'(T) <br />24.62'(8-M) <br />270.00'(M -M) 245.38'(M -B) <br />l�S\ N7313'50"W 270.00'(T) <br />\24.62'(8-M) <br />E) C3 N <br />69 <br />0' 30' 60' 120' <br />70 SCALES V = 60' <br />71 <br />72 <br />73 <br />74 <br />75 <br />7s <br />45.00'- <br />to <br />' " ' <br />N73'13 50 W 272.25 <br />1 <br />- 45.00' <br />N73'13'50"W 105.00' <br />I <br />-.45.00' <br />I <br />4935 S.F. <br />q <br />d <br />z „ 203.16' <br />N81'3543 w <br />o <br />o <br />130 <br />g <br />`� <br />g <br />o� <br />o <br />o <br />o <br />I--10' P.U.E. <br />o <br />.. <br />3 s <br />C) o <br />�� <br />�_ <br />C) <br />o <br />� <br />co <br />ui <br />121 <br />0 <br />120 0 <br />N73'13'50"W 105.00' <br />117�N4; <br />4950 2 <br />4950 <br />.140 <br />4950 10 <br />4950 to <br />5040 S.F. <br />:- <br />4950 <br />^ <br />PJ <br />p <br />S.F. <br />;o <br />S.F. co <br />S.F. 10 <br />W S.F. <br />S.F. <br />N7313'50"W 105.00' <br />1 <br />W <br />4935108 S.F. <br />`- <br />3 <br />z <br />N73013'50"W 270.00'(T) <br />z <br />0 <br />129 <br />0�0 <br />uj <br />N73'13'S0"W 105.00' <br />co 5040 S.F. °.4° - N I E- <br />N73'13'50"W 105.00' <br />1 <br />z <br />0 <br />109 <br />0 <br />CD <br />j <br />CD <br />z <br />o <br />4935 S.F. <br />84 <br />NOTES <br />,n <br />w <br />o <br />� <br />128 a <br />M <br />0 <br />2 <br />0 <br />rn <br />N73'13'50"W 105.00' <br />o <br />5462 S.F. Lo <br />0 <br />o <br />1. <br />SEE SHEET 2 FOR REFERENCES. <br />N73'13'S0"W <br />�h <br />I Z <br />o <br />g 110 <br />33 <br />2. <br />SEE SHEET 3 FOR BASIS OF BEARINGS AND LEGEND. <br />co <br />0 <br />80.00 <br />W <br />o <br />i 4935 S.F. <br />`. <br />3. <br />SEE SHEET 7 FOR LINE AND CURVE TABLES. <br />z <br />o <br />9 <br />„ <br />N73'13 50 W 135.00'(B -M' <br />I m <br />.- <br />'4: <br />Ki <br />t� <br />I <br />W <br />, N73'13 50 W 105.00 <br />STALLION <br />o <br />_ <br />RANCH LANE <br />z <br />111 <br />^ <br />M <br />W <br />82 <br />r- <br />v <br />0 <br />MONUMENTATION NOTES <br />� <br />80.00' <br />`r 4935 S.F. <br />r- <br />J <br />Ll <br />N73'13'50"W' <br />l� <br />^ <br />l o <br />w <br />w <br />N73'13'50"W 105.00'Cl <br />o <br />SET STANDARD CITY OF LATHROP MONUMENT WELL STAMPED "PLS 7788" <br />0 <br />o <br />Cl <br />0 <br />41 <br />127 = <br />0 <br />o <br />112 <br />g <br />z <br />D <br />o <br />SET 3/4" IRON PIPE WITH CAP STAMPED "PLS 7788" <br />* <br />Lo <br />5463 S.F., <br />o <br />"' <br />`t 4935 S.F. <br />'`� <br />31 <br />:° <br />m <br />O <br />SET 3.00' WITNESS CORNER (W.C.), UNLESS OTHERWISE NOTED, MEASURED <br />" " <br />Lo <br />o <br />M <br />W <br />� <br />z <br />I N73'13'S0"W 105.00' <br />ALONG LOT LINE. 5/8* x 24 REBAR W/ PLASTIC PLUG PLS 7788 <br />" <br />N73'13 50 W 105.00 <br />i <br />� <br />0 <br />0 <br />Q <br />FOUND MONUMENT PER (R2)&(R3) <br />S <br />z <br />113 <br />q <br />• <br />FOUND 3/4" IRON PIPE WITH PLASTIC PLUG "PLS 7788" PER (R1)&(R2) <br />Lo <br />4725 S.F.I <br />10' P.U.E.--' <br />`r 4935 S.F. <br />I <br />1 N73'13'50"W 105.00' <br />-1- „ �� „ " <br />SET 5/8 x 24 REBAR W/ PLASTIC PLUG PLS 77$8 FOR ALL REAR LOT <br />N73'13'50"W 105.00' <br />o o_ <br />CORNERS (UNLESS OTHERWISE NOTED). SET 1.17" BRASS DISK STAMPED <br />o <br />125 <br />Cl <br />$ <br />o <br />114 <br />79 <br />"PLS 7788" IN SIDEWALK 1.00' ON PROPERTY LINE PROJECTION FOR ALL <br />4725 S.F. <br />� <br />Io <br />rn <br />o <br />I <br />'� 4984 S.F.Lo <br />FRONT LOT CORNERS. <br />N73'13'50"W 105.00' <br />CD <br />"' <br />I N73'13'S0"W 105.00' <br />�( <br />SET 1.00' WITNESS CORNER (W.C.), IN SIDEWALK ALONG RADIAL OR <br />"PLS <br />o <br />124 <br />0 <br />rn 115 <br />rn <br />78 <br />PERPENDICULAR TO CENTERLINE, 1.17" BRASS DISK STAMPED 7788" <br />Lo <br />4725 S.F. <br />co <br />4932 S.F. <br />N7313'50"W 105.00' <br />' <br />z <br />I N7313'50"W 105.00' <br />}( <br />FOUND 1.00' WITNESS CORNER (W.C.), IN SIDEWALK ALONG RADIAL OR PERPENDICULAR <br />TO CENTERLINE, 1.17" BRASS DISK STAMPED "PLS 7788" PER (R1)&(R2) <br />W <br />g <br />g uj <br />123 <br />Co <br />i <br />M 116 <br />77 <br />ni 5462 S.F.Lny <br />� <br />Xl? <br />5463 S.F. <br />,J. ,-, 80.00'x,,,, <br />I <br />z <br />ujJ <br />z <br />O <br />cn <br />_Q <br />m <br />PARCEL 30 <br />TRACT 4149 <br />(R1) <br />1292.12' <br />N7313'50"W <br />I ri N7313'50"W 160.00'(T) <br />CANYON VISTA TREET„ , <br />0 <br />N73'13 50 W 294.62'(T) <br />24.62'(8-M) <br />270.00'(M -M) 245.38'(M -B) <br />l�S\ N7313'50"W 270.00'(T) <br />\24.62'(8-M) <br />E) C3 N <br />69 <br />0' 30' 60' 120' <br />70 SCALES V = 60' <br />71 <br />72 <br />73 <br />74 <br />75 <br />7s <br />45.00'- <br />45.00'- <br />45.00'- <br />- 45.00' <br />45.00' <br />-.45.00' <br />1 g <br />- o <br />O <br />d <br />O <br />o <br />o� <br />o <br />o <br />o <br />o <br />.. <br />C) o <br />�� <br />�_ <br />C) <br />o <br />j�122o <br />121 <br />0 <br />120 0 <br />119 01180 <br />117�N4; <br />4950 2 <br />4950 <br />.140 <br />4950 10 <br />4950 to <br />4950 <br />:- <br />4950 <br />PJ <br />'- S.F. <br />S.F. <br />;o <br />S.F. co <br />S.F. 10 <br />W S.F. <br />S.F. <br />U <br />z <br />N73013'50"W 270.00'(T) <br />z <br />TRA <br />N73'13'50"W 1755.; <br />N73'13'50"W 270.00' <br />CAMBAY PARKWAY <br />PARCEL B 1 <br />3240 S.F. t I o <br />IM <br />I <br />NIT 1 <br />CT <br />4155 <br />(R2) <br />463.25' <br />Y Iq 13a 1) <br />Doo q <br />�o <br />oa��362 3 R'90 <br />(� <br />408fa <br />�M <br />O <br />=ry/ A=000'31'29" <br />O L=12.54'(M-M) <br />0 <br />Cb <br />o tv co <br />w <br />0 <br />v � <br />O Qi <br />DETAIL A <br />FROM THIS SHEET <br />(1"=20') <br />z <br />O <br />cccc w <br />J z <br />Q > <br />UQ <br />-0 SHEET 5 <br />OF 7 <br />