|
4- X33
<br />(R)17 R-644.50'674.50' TRACT 4223
<br />(R)18 R.550' o _ _ R=644.50' d=59• d_5gZ2'i$•
<br />M Li 222 4=32'44'29" L_38815' (ash) (x696
<br />E29516 j6l/� �o�, M 1 lf, , R=614.504=23'16.30 M`,y 8?rr� 93' �R��2R=3�so;50 RIVER ISLANDS - PHASE 2
<br />5ro5.O1 / 2/'�8/E49 CY'(R)21 NIA 1 (RR209 54 Lae+s.,o. �O. ��'B� eO99a VILLAGE 6 UNIT 1
<br />N8 0 E o
<br />o NB 2 �, 1 iOlo n (R)18 A PORTION OF RANCHO EL PESCADERO, BEING A SUBDIVISION OF
<br />g u Ys n (R)13 ?'iM SEE P.U.E. DETAIL h \ s, 3'T
<br />\ \ (R)15 �) �p,\'� N3 ON THIS SHEET SIF PARCEL 16 OF TRACT 4205 (44 MhP 95),
<br />'g. $„ - _E4fi \ \ 1 �, �, �o S• s> FT WOODLANDS EAST LARGE LOT FINAL MAP,
<br />g \ 'y \ iu `±P NJ �� •
<br />NB CITY 6.05' 92, CITY OF LATHROP, SAN JOAQUIN COUNTY, CAUFORNIA
<br />4 \ \\ \\ )0 \ N o (R)14 ,`U,9,• B4r, PARCEL 13 N11'4 'E 13.60' �\
<br />\ \ 36.0 � I o 90 �sy 's�o , TRACT 4205 (R I) AucusT zoza
<br />\ \ \\ o o A 8 I yQ N7s ��L�//,, PARCEL 4 ss i
<br />„�2s.YsT9 N69-23'14-E(R)Q>\
<br />PARCEL3 s \d pU' \ ��s� FFT�° °'� 23.55' QJ \
<br />\ o a \ p j 2.580 ACRES �1 \ e?.\ ,o� (R)32 P.U.E. DETAIL o
<br />i PARCEL2 \ Or , FROM THIS SHEET E N G 1 N E E fK 1 N C3
<br />99 N �. N. % '�.Qoy o�� \\ \ s0, (R)351
<br />-50'
<br />Z ai. - - 2.482 ACRES 9y ,£ ,.,� , o T \ 1 \ ("- )
<br />�� f e�� \g S.9 \ \<xrs R.
<br />PARCEL4
<br />$ 1.631 ACRES
<br />1\LxPARCEL 5 J 2377, 23)'
<br />\ 10 0495 ACRES PARCEL
<br />PARCEL I\ C40 1 (R)5
<br />1.244 ACRES \ \ \ pE• \ 'S0 (R)26 a � \ N y', a L31 ��@� L28 J 0.650 ACRES w 99
<br />C15 (R)10
<br />e. .� �- (R)27 (R)28 �-+ N77'O6'S6"W
<br />�\ \ C39 n C28 '^ 1 \!,r _ \"p �'�- 151_ L52
<br />+� L-1 159.7] -
<br />�p � (R)24 N77'O6'58'W 146.54 �, LL L50(T) - <__ W 135 UE
<br />\ \ (R)P3 C33��' 25 t 208.81•(M -M) (R)30 O� 264.52'(M -M) _
<br />�J _ —O%' W
<br />R w 35 ' TON AV
<br />C29 - - o —Do — - 251.10'(M -M) (R), z \,5a \ BRAN L_784.3V p
<br />M.MI —�O — - N7T06'S6°W 724.42'(]) L55 = '(� 0'54'04" M
<br />i rw R=217%\�•W'58' 11
<br />c3a/ GROVELAND AVENUE N77'06.56"W 676.30' C12 C35
<br />\ /
<br />C32 (R)33 R.735' 1 W
<br />w
<br />(R)34 8.550' W
<br />�/� �po2w, 5.y NpTST
<br />\ (R)31 r _ — vJ L� R
<br />N38'11'41"E N09.400$
<br />35.53' Do
<br />SEE ETAIL D I STRANDBERG AVENUE
<br />ON THIS SHEET \ - --
<br />I
<br />n 35' 35' 35 DETAIL C
<br />\ FROM THIS SHEET
<br />PARCEL 18 0"=100')
<br />TRACT 4205 (R1) \ ^I'g 36
<br />w
<br />--- NOTES
<br />zm 1. SEE SHEET 3 FOR EASEMENT NOTES AND REFERENCES.
<br />y\ PARCEL 17 w k, I ALLIVANTAVENUE 2. SEE SHEET 3 FOR BASIS OF BEARINGS AND LEGEND.
<br />2 TRACT 4205 (R1) w _ _
<br />3. SEE SHEET 8 FOR LINE @ CURVE TABLES.
<br />LA e
<br />'g CO0 _ s3 MONUMENTATION NOTES
<br />I (8123 N, o
<br />up 1 I f 'N - $' U i
<br />Q SET STANDARD CITY OF LATHROP MONUMENT WELL STAMPED "PLS 7788"
<br />�p o SET 3/4" IRON PIPE WITH CAP STAMPED 'PLS 7788"
<br />64 O SET 3.00' WITNESS CORNER (W.C.), UNLESS OTHERWISE NOTED, MEASURED
<br />L42(1) —LA -4 J A ALONG LOT UNE. 5/8' x 24" REBAR W/ PLASTIC PLUG 'PLS 7788"
<br />N8255'G8'E p '4' -�. p FOUND MONUMENT PER (Rl)
<br />75.00'Y o Lai I1 91 TULLAMORE AVENUE
<br />Cit Q • FOUND 3/4' IRON PIPE KITH PLASTIC PLUG "PLS 7788" PER (R1)
<br />\ 1R19 T SET 5/8" x 24" REBAR W/ PLASTIC PLUG "PLS 7788" FOR ALL REAR LOT
<br />Cl0 m v _ - CO CORNERS (UNLESS OTHERMSE NOTED). SET 1.17" BRASS DISK STAMPED
<br />N52'04'52"W I SEE TAIL C a "PLS 7788" IN SIDEWALK 1.00' ON PROPERTY LINE PROJECTION FOR All
<br />35.36' ON THIS SHEET ;� 77 W FRONT LOT CORNERS.
<br />DETAIL D 35 35 _
<br />FROM THIS SHEET L56(T) W }{ SET 1.00' WITNESS CORNER (W.C.), IN SIDEWALK ALONG RADIAL OR
<br />(1"=60') \ 3T 37' - = PERPENDICULAR TO CENTERLINE, 1.17" BRASS DISK STAMPED 'PLS 7788"
<br />FOUND 1.00' WITNESS CORNER (W.C.) IN SIDEWALK ON ALONG, PROPERTY
<br />VENUEUNE PROJECTION, RADIAL BEARING OR PERPENDICULAR TO CENTERLINE,
<br />\ SRANTON A W 1.17' BRASS DISK STAMPED 'PLS 7788" PER (R1)
<br />Lu 54 OA, L=j84,31'(T) (f)A FOUND 2-1/2' BRASS DISK STAMPED "PLS 7788" PER (Ri)
<br />215000 p�20'> $�-M�
<br />WiT1p58 PARCEL 15p
<br />TRACT 4205 (RI) SHEET % OF 8
<br />Li
<br />-a33
<br />
|