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EAST 514.30'(M-M)(R11) I - -'Q- - - EAST 666.79(T)(R7) - -55.00' - P.U.E.& 0 0 E.V.A.E X5,750 0 0 o S.F. M M M o ,C>Lri �I o0 0 0 Of 6 1 5,665 S.F. = 5,665 S.F. o 5,665 S.F. z z I � N z PARCEL 2 (RI1) EAST 566_94'(M_M)(Rtt) LAKESIDE DRIVE O 1 I cI PARCEL A 5,792 S.F. 1 EAST 488.6T(T)� 476.67'-/ / --55.00'-- --55.00'-- '---55.00'-- --55.00'-- --55.00'-- `---55.00'-- 3' WALL EASE ENT 0 0 0 0 0 0 L- 50.00' M M M M M 2 3 4 5 6 7 5,665 S.F. 5,665 S.F. 5,665 S.F. 5,665 S.F. 5,665 S.F. 5,665 S.F. P C) � N z z z z z z M NCl) -----103.67'----- CDf O O^ M Of LAKESIDE DRIVE z I EAST 1042.35'(M-M)(R10) 67.00' - 67.00' � I to o CD rnIL C J z I L23(T)(R7) �O 13 37.00 37.00' I� 3' WALL I EASEMENT �I o J co n O Q W PARCEL 3 I PARCEL B 1 � Q 0.261 AC I J595 S.F. a D 1 37.00' I EASEMENT rr 10' P.U.E. L8� I�% 37.00' O -o� I W , ------ ------- - - - - - - ------ ----- L----- ------ -- -- �' ` 0 0 L- 50.00' 55.00' 55.00' 55.00' 55.00' 55.00' 55.00' 55.00' 96.67' / oI o - - - _ _ _ EAST 213.40' ° o EAST 481.6T(T) n �' 0 I o HUNTINGTON WAY of O EAST 173.43'(M -RW) P.U.E. & P.A.E. 118.43' �_ 5 1.42± AC o o 0 0 0 - - - EAST 264.57 - EAST 118.43'(T) { - o 53.43' - - -65.00' 5' P.U.E. ti W W S C/) y PARCELI C/) 8.58± AC EAST 318.00' ----------- 282.18' - --- ----78.00---- I W , ` EAST 100.82'(T) 0 0 P.U.E. & P.A.E. U -j"' 1.42± AC I � I 0 L WR 0 0 ro 0 0 L6 Lo 0 O 8 5,538 S.F. EAST 90.00 9 4,950 S.F. EAST 90.00 10 4,950 S.F. EAST 90.00 10' P.U.E. I I 11 I 4,950 S.F. I EAST 90.00 1 EAST 240.OY(M-M) 5.00' 55.00' 130.00' 0 0 r M o + EAST 130.00 65.00'--- ---65.00'--- P.U.E. 0 30.00' 30.00' o 0 0 0 0 C 1 0l CD 17 O 5,538 S.F. EAST 90.00' CZ) o --- ----78.00---- I W , ` EAST 100.82'(T) cI 16 U -j"' 0 I 0 o N I 4,950 S.F. v i W j O OOI �o O Z EAST 90.00' M I U- C) � N o g of �I LL - Q N I �1 15 (I1 M NCl) 4,950 S.F. Of z x 2f z 1 I z Z EAST 90.00 u � I I 1 14 `-) I 5,040 S.F. r 10' P.U.E. I EAST 90.00' a 0 0 if] Lo 6 O I I I I I I I I I I PARCEL 2 0.60± AC I I 10' P.U.E. I I I 0 68.25' 55.00' 1 55.00' 0 0 A �I 30.00' 30.00'_ 1 I 30.00' 12 I ' 1 13 5,538 S.F. o- - -0 1 5,448 S.F. 30.00' 30.00' r 5' P.U.E. INtK �� r 5' P.U.E. 0 30.00' 35.82" ---65.00 -- o --- ----78.00---- I W , ` EAST 100.82'(T) °--65.00- o u EAST 143.00' Oo 0 r 0 o N o O � N 0 Lo U-) N oo O tf) O OOI �o O Z m M Lo N U- z LOCKSLEY DRIVE 1I LL - Q O z SEE SHEET 6OWN (I1 I 30.00' 12 I ' 1 13 5,538 S.F. o- - -0 1 5,448 S.F. 30.00' 30.00' r 5' P.U.E. INtK �� r 5' P.U.E. 0 30.00' 35.82" ---65.00 -- o --- ----78.00---- ` EAST 100.82'(T) °--65.00- o u EAST 143.00' oJG� o 0 Lo 0 0 001 � 6 rn 0 0 a 100.82' _ x_55.00' _ 55-W� - 143.00' �)- 42.00' EAST 155.82'(M -RW) EAST 240.00'(M -M) 146.83' 4 LOCKSLEY DRIVE 1I SEE SHEET 6OWN CC o� o0 62.00' O Co C) EAST 130.25(M -M) EAST 62.00' b oo / o0 0 C3 / Z EAST 137.25'(T) 33.42' \49.10' �\ �p 134.59'(TOTAL PARCEL C) CENTERLINE I I SEE DETAIL 15' WIDE STORM THIS SHEET co DRAIN EASEMENT I --- III L� I PARCEL C v 2.05± AC ILL] P.U.E. I <, I � SEE SHEET 8 } CENTERLINE 40' WIDE LAKE CIRCULATION o z PIPELINE EASEMENT IZ I 0 RROADMOOR WAY 0 EAST 137.25'(T) z PARCEL C < DETAIL NOT TO SCALE PARCEL 4 RIVED ISLANDS - PHASE 18 VILLAGES O & E A PORTION OF RANCHO EL PESCADERO, BEING A SUBDIVISION OF LOTS 1 AND 2 OF LOT LINE ADJUSTMENT NO. LLA -16-46, DOCUMENT NO. 2016-064002, AND PARCEL 4 OF TRACT 3876 (42 M&P 56) CITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNIA JUNE 2016 I s, -E N G I N -E -E -R I N G N 0 20' 40' 80' SCALE: 1" = 40' LEGEND SET STANDARD CITY OF LATHROP MONUMENT WELL, STAMPED "PLS 7788" 0 SET 3/4" IRON PIPE W/ PLASTIC PLUG "PLS 7788" FOUND MONUMENT STAMPED "PLS 7788" PER (R3) MONUMENT TO BE SET PER (R11) ( MONUMENT TO BE SET PER (1310) 3/4" IRON PIPE W/ PLASTIC PLUG "PLS 7788" TO BE SET PER (R10) OR (R11), RESPECTIVELY MONUMENT TO BE SET PER (R4) SET 3.00' WITNESS CORNER (W.C.), UNLESS OTHERWISE NOTED, MEASURED ALONG LOT LINE, RADIAL LINE OR PERPENDICULAR TO STREET CENTERLINE AS NOTED. 3/4" x 24" IRON PIPE W/ PLASTIC PLUG "PLS 7788" 200.00' (R2) MEASURED AND RECORD DATA PER REFERENCE (2) (R1) RECORD PER MAP REFERENCE (R1) (M -M) MONUMENT TO MONUMENT (M -RW) MONUMENT TO RIGHT OF WAY LINE (R) RADIAL BEARING (T) TOTAL (B) BOUNDARY EN.A.E. EMERGENCY VEHICLE ACCESS EASEMENT P.A.E. PUBLIC ACCESS EASEMENT P.U.E. PUBLIC UTILITY EASEMENT LOT LINE RIGHT-OF-WAY LINE - - BOUNDARY LINE - - - - - - - - EASEMENT LINE MONUMENT LINE CENTERLINE RESTRICTED ACCESS tO EASEMENT REFERENCE NUMBER (SEE SHEET 3) NOTES V0044Jb t�KJ --- 1. 1.17" BRASS DISK STAMPED "PLS 7788" TO BE SET ON CONCRETE SIDEWALK 1.00' INTO THE RIGHT-OF-WAY, ALONG PROLONGATION OF SIDE LOT LINES, OR AS NOTED. 2. 5/8" REBAR WITH CAP "PLS 7788" TO BE SET AT ALL REAR LOT CORNERS, UNLESS OTHERWISE NOTED. 3. SEE SHEET 3 FOR BASIS OF BEARINGS AND EXISTING EASEMENT REFERENCE INFORMATION. CENTERLINE 4. SEE SHEET 2 FOR ADDITIONAL NOTES AND REFERENCES. 15' WIDE STORM 5. SEE SHEET 10 FOR LINE AND CURVE TABLES. DRAIN EASEMENT (SEE SHEET 8) SHEET Or _,1 U -& l