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w <br /> SEE SHEET 5 <br /> r a IRAC 30 1 . <br /> 10% If% 1 STON.EBRlD G -- tTNIT 5 <br /> N89.00'00"W 210.00' SUBDIVISIONS OF SAN JOAQUIN COUNTYI1�S1 �NATE� REMAINDER��ER[� 00 100.00' 110,00' A SUBDIVISION OF PARCEL B AND A PORTION OF PARCEL C OF TRACT 3009, <br /> DESIGNATED 1 BOOK 35, MAPS & PLATS, PAGE 33 <br /> - i 10' PSE--' CITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNIA <br /> �`' N$9°00'00"W 100.00' $ I "� A 8 PLANNING ■ DKOIDN 6 CDNRTRUCTION <br /> _ / L1T lJ <br /> PARCEL <br /> �` , r �, gco <br /> S o <br /> 1 1' 1 R C E L n c" 1 J A C 3009 g 10' PSE--a► Q � O � � 0 �O � {Q M IM N SOADWAY,9Un 235 <br /> MAP <br /> `� ,� r `� _ Q r i �Q N i i ■ WALNUT CFIEEK,CAi A 9*M-3M7 <br /> BOOK L�J , 1 7 J� ), > 1`� r�1 J , t` A I r 3- � pL g 1 0 0 � �? N � � `n ( N89�00'00"Wu� 21 Q.00 f � CONSULTING 925 906.4so � FAX 925.W6 ws5 • www.F43F.com <br /> (oo 0 V 100,00' 110.00' w <br /> M i io' PSE g <br /> N89000'00"W 100.00' 25' 25' g <br /> j <br /> $ j <br /> gp 91 89.62' 673 0 70 <br /> 9 i <br /> Nal'39' 15"E v+ 1 ^ $ o o N89'00'00"W 210.00' f M <br /> . �_ 101 N • o g 100.00' <br /> (R) •r r- _ W 110.00 <br /> TM <br /> . o �, � � © wS WLEGEND <br /> 102 ��,w z a g 4 O I W <br /> 72 .- 7 1 a `t W o R RADIUS <br /> 01 <br /> z o (R) RADIAL <br /> Q\ / Q1 4j� �Fy;�S� Z PRC POINT OF REVERSE CURVE <br /> r'� � .b-'• 1 03 0 ;p6•A5�43 1 �°� ppOa'.�- - i PCC POINT OF COMPOUND CURVE <br /> Op' L=3g,36 �'S O 75.00 —85--00 •O �.1� SDE STORM DRAIN EASEMENT <br /> • 2, �` N89'00'00 W 160..00' ��� V) PM PARCEL MAP <br /> N54.54'13"E `Jv'.�v 6- . B L=136'x' 9.01 PSE PUBLIC SERVICE EASEMENT <br /> �,6 p4 <br /> �� (R) X29 2 1„ ?�3 9 L=164.00' a _ N 260_.00' SJCR SAN JOAQUIN COUNTY RECORDS <br /> q,� �. - .06 6 a. 5 3�'� N89'00'00' W i36—.O--1 <br /> a I.P. IRON PIPE <br /> clq <br /> �\ `�� \\ Nay36.44 . �' �.'^'D? �k 19 �6 R� WATE.Rr MN AVENUE in �`�' O INCLUDED ANGLE <br /> 7- �' cf� '�; !moi 43"W Ng9 A� p%3� L=150.33' N89°00'00"W 692.51 ' A FOUND MONUMENT AS NOTED <br /> \oma- 1 �' �,� „ �,�?5 �1, 4 3901 ' - 60.00' 60.00' 60,00' © SET BRASS CAP MONUMENT STAMPED "LS. 5816" IN <br /> • 78 - CAST IRON BOX <br /> �~ `roti �a „E o » RD %9 ,6 ���°-17'42 ao A=O6'10'49" 7 y o _ - _-- _._ " " <br /> "` N c , , �� X59 �y� p rn L=29 �, $ W p $ $ © BRASS CAP MONUMENT STAMPED L.S. 5816 IN CAST <br /> rn $ o IRON BOX TO BE SET PER TRACT 3009, 35 M & P 33 <br /> 6�` N• o $ g • REBAR WITH PLASTIC CAP STAMPED "L.S. 5816" TO BE <br /> o ti, � o <br /> SET PER TRACT 3010 <br /> ate- 3 W W <br /> W <br /> a° ry c� a, 0 0 5 _ � W r, 0 SET REBAR WITH PLASTIC CAP STAMPED "L.S. 5816" <br /> �`� ��- ' _ N64°27' 16_"E o o =o g g r .._,._� <br /> _ _ _ _ _ TRACT BOUNDARY <br /> g $ $ LOT LINE <br /> o ___ _ ____ CENTERLINE <br /> �� ✓'� �� `� 1 0� z z Z EASEMENT LINE <br /> �� Qj� ��, 57.96' 60.00' 60.00' 60.00' .LL1_i..S.1 RELINQUISHMENT OF ABUTTER'S RIGHTS <br /> ZJ BY THIS MAP <br /> y X960, N89°00'00"W 931 .39'Nlb <br /> --�-� <br /> 66�Op' J \ I 9 1 O <br /> 0 <br /> CHISELED X W/TAG "L.S. 5816" TO BE 1 RA C 1 3- 0 i C) UN j f' 4 <br /> N p0 SET ON THE TOP OF CURB PER TRACT <br /> 3010 S66°00'00"W FROM CORNER I8 O OK j MAP PLATS ,, <br /> S fA ~E 417 <br /> a <br /> N1ES: <br /> 1) THE PROLONGATION OF ALL LOT LINES SHALL a <br /> .` BE IDENTIFIED ON THE TOP OF CURB WITH A <br /> LEAD, TACK AND TAG STAMPED "LS 5816". a <br /> 2) ALL DISTANCES SHOWN HEREON ARE GROUND <br /> y BAS.5 OF BRINGS <br /> THE BASIS OF BEARINGS FOR THIS SURVEY IS THE EASTERLY <br /> w LINE OF LOT 163, TRACT 2758, SHOWN IN BOOK 33, MAPS <br /> $o & PLATS, PAGE 21, AS NORTH 00'49'40" WEST, CCS83 ZONE <br /> <y S^ 3, COMBINATION FACTOR 0.9999346. <br /> • N a <br /> PARJtHA YEN WAY <br /> DEERir00D WAY <br /> t I L+J o <br /> g 40 0 40 80 120 <br /> o GRAPHIC SCALE <br /> D.D. SHEET NO. <br /> SHEET 6 OF 6 <br />