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HomeMy WebLinkAbout127LSM2FD 2" IP WITH 1 1/4" COPPER TAG & NAIL PER 39 LSM 29n_ -0'O5'59' E PAROL 'A' t/N,56'.35 55��� (39 LSM 29) W �' v`S4Go�N ?� 27 CR 2 a� s FD 1/2" REBAR &TAG LS 6690CEL F°(39RL5M 29) NOTSCALE --y°oEO Ga�t0.R 450" L=19.23 �T �-. L=156.38'(T) \� �� '0 wl FO 1/2"REBAR & CAP y.0,6 , \ �i O Fp Isi 2 NI ILLEGIBLE 04R) F�sO1S9\$ G� ��-- _g_o 49 O FD 1 1/2" IP o / BROKEN TAG '2i 10. O '11 PER 39 LSM 29 0.\oO MI ( all R`�0Sn�5�5 y_V AL�coR,,o,,?yam/_��� pF' pkt UN r N15'34'20"W 2A S9 \ ZI ---_ /7(N56'45'00`W)"�.Sry\'SAO�f-0 13.44 4 RECORD PER M --- t;.LS&i 4E —L-- z�l I 6,3ap0"WPE� \°p r ,— -. r------(-\N56'35`24'W�—___.I �'`o� RECORD PER 6 LSM 49 Y ` _, N �'. 'N� 3g, $1M N63'40'20 W — — 1 192.00 — -------------- — \ \ z NS 35`20'W �.86' —� 526.19'40"W 20.00 N63'40'20 "W _ p 5.62 0=7.05' \ v,GF-O R=680 y >p P P\Q �PO O M L=84.070 TSCALE I 1 PO• 9 i \4,Lti P \ FO A� y, APG DETAIL 'A' L=67.16' NO SCALE00 DETAIL o -p 0- NO SCALE =6'ST77" L=74.19' CALC. L=54.62' X8'08'16" 107 LSM 15 $p9 �`1p, O {y, 8' �l L=66.76' 107 LSM 15 O A(S 0 b) GP 6d'p 22.31' o .v '4 _ t �o °�. TSCALE I ' 0 1IryQ F\F'g >p `�'- FSO GNO \�S 6l �4ri. SD 0- `ter. d��P nR847R=470'D' L=67.16' R 94'07040" i GP`.S6 G DETAIL o -p 0- NO SCALE =6'ST77" L=74.19' CALC. L=54.62' X8'08'16" 107 LSM 15 $p9 �`1p, O {y, 8' �l L=66.76' 107 LSM 15 O A(S 0 b) GP 6d'p vim' R 0 E GPQI"S6 ry REOP s8. >J �6ap,9 c,f �0 \ 6l l S A. VD ,00 sLoI� y J 4 o G ry FA`s a9>� v3 �o °�. TSCALE I I � 25' 25'1 92�, NO 1 1 y�o j 4 1 11 �l w 1 I c,f 7 l LEGEND • Found Iron Pipe as noted. 0 Found 1/2" Rebar & Cap as noted. G Set 3/4' Rebar & Cap with Tag LS 6690 ( ) Denotes Record data (NR) Denotes 'No Record" 6� �9�3� GES EO". GR > 9,Z?- -RECORD OF SVR TINY RS N0. 2704 A PORTION OF RANCIIO 4C,4LANTS CITY OF LAF,4YETTZ CONTR,4 COSTA COUNTY, C14LIFORNIf1 SCHELL AND MARTIN, INC. LAND SURVEYING AND CIVIL ENGINEERING LAFAYETTE, CALIFORNIA FEBRUARY 2003 SCALE. I" = 60' BASIS OF BEARINGS Bearings on this map are based upon the East Line of the Barabi Parcel (94-305632), formerly the Hogan Parcel (5924 OR 485), between the two found monuments as shown on the map of Record of Survey RSJ2111 (107 LSM 15), said bearing is taken as NO'24'40"W. Rotate bearings on this map 0'09'40 counterclockwise to obtain Sanchez deed bearings. SURVEYOR'S STATEMENT This map correctly represents a survey made by me or under my direction in conformandce with the requirements of the Professional Land Surveyor's Act at the request of Rick Sanchez in July, a award G. rtin, L.S. 6690 F.n 6 Mq exp. do —30-2004 �C Ha ' "E arc C � COUNTY SURVEYOR'S STATEMENT This map has been examined in accordance with section 8766 of the Professional Land Surveyor's Act this !I AA day of ���t�=.ber 2003_ ;ti,, Maurice M. Shiu /�/7 Road Commissioner—Surveyor / - �Lam.-1 N.. "999 eputy County Road Commissioner—Surveyor CA, f fL.S. No. 5999 Exp. Date 12-31-04 RECORDER'S STATEMENT Filed this/~ day of­0PTFW 6Y_ , 200.3 at F-00 A M in Book I.,-7 of LSM at page o2 at the re es of Rich rd Sanchez - �gf� Stephen L. weir C, ecorder nlh Deputy County Recorder JOB 453-02 (SANCHEZ) APN 247-020-004 SHEET 1 OF 1 SHEET I