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0 �FD. 2 1/2 ASS DIS ROGER DRI VE IN MON. WELLBRSTAMPEDK (To GPS .16' --- - -- 96 (Rl) L.S.L�S. S 89*33'33" E 200.00' (Rl)(M) UNVI, NO, PARCEL MAP S 54 3 73u 7-7-6-4 PT 8) 3/ N.1 Vic.p I 1.01, I'Ml-/ 1 0 1 41 lb 1' 2 A��3 0 f cy) FD. 2 1/2' BRASS DISK r-1 IN MON. WELL STAMPED FD fox$$CHISELED SCALE: At 40' A POR TION OF R.C.E. 32158 (Rl) N 89*33'41 W 5.50' (R 1 S 89-33'41" E (Rl)(R2)(M) 108.46' (R2)(M) FD. 2 1/2" BRASS DISK z n THE SE 114 OF SECTION 34, zT_ /.dl� I IN MON. WELL STAMPED (0 L.S. 5996 (Rl) V_ _j S.F.N. PARCEL 1 T* 2S#) R. 5E. M*D*B* & M. 28' L13 8,170 S.F. 10' P.U.E. SET CHISELED CIty o f Tracy RIIN TYP. IN SIDEWALK 5) C:) a WITNESS COR. PROPOSED Ln S 89*33'41 E Son Joaquin CVun ty, C I Lo to 14. NOTE) TYP. SEEPRIVATE STORM- 2. FDa- 2 1/2" BRASS bisk DRAIN ESM'T IN MON. WELL STAMPED Co Cc//*foml*o S 89-33'41 E NOT CREATED ( M L.S. 5996 (R 1) cr_ BY THIS MAP 00 SHEET 2 OF 2 SHEETS Clq N 89*33'41" W 99.88' F. DETAIL A JUNE, 2012 ld`�,SACARAY R.A.INCIld C) 110 NTS -c:o cr) U N C), I Of 0,`3 SEE DETAIL A DILLON & MURPHY 113 IM Al) C) PARCEL 00 ca CD 0 LQ � - 2 V) N 45*26'19" E 2.83' CONSUL77NG CI WL ENGINEERS ro z WITNE�� COR. 0 $ A$) cp 7,9 6 7 S.F.S.F. A 34 C) Of SET 3 S/4M I.R. CAPPED ENGINEERING PLANNING SUR VEYING 0 TA m -Cq. �i -10' PRIVATE AND PED R.C.E. 25835 *C-4 C4 UTILITY ESM'T FD. 2 1/2 BRASS DISK--", 1_ Z-) �z BY SEPARATE -C:> IN MON. WELL, STAMPED C) U? 2' PARCEL 4 BASIS OF BEARINGS. I INSTRUMENT co L-S. 5996 (Rl) V) co N 89033'41" W 80.00' THE LINE BEARING N59*22'll"E BETWEEN GPS9 AND GPS8 AS 59 L7 S.F,N. SHOWN ON THAT CERTAIN PARCEL MAP IN BOOK 25, PAGE 20, �A4 ------- LO L0 S.F.N. SAN JOAQUIN COUNTY RECORDS, TAKEN AS N59*21'48"E WAS USED L_j N 8/ �3 3.4 2. L L SFN R) L4(R2)(M) AS BAST S OF BEARINGS FOR THIS MAP. \ 17 Nl__, N 89"33'41" W 80.00'--` FD. CHISELED DETAIL B ROTATE MAP BEARINGS CLOCKWISE 00*00'23" N 00026"19" E 5.50' R 1 NTS -0) TO EQUAL TRACY MODIFIED GRID. ( 0 Of I n NO0-1 V301 (M) 55.00'(M)--`--l) -S.F.N. SEE DETAIL A - _ - -- MONUMENTS SET, L8 �„ 3c:) �'.`> 31 N 89#33'41" W (Rl)(M) 340.09'(M) 3/4" X 30" IRON ROD WITH CAP, STAMPED R.C.E. 25835 D C" 1\1 00041 -1-386 WITNESS 89 33 W 2.00' R=400.00'(Rl)(M) S.F. WITNESS CORNER VALPICO ROAD AND SHOWN THUS ----0- UNLESS OTHERWISE NOTED. SET Y4, I.R. CAPPED A=5*35'51'(Rl)(M) AND TAMPED R.C.E. 25835 L=39.08'(R1)(M) $4 L7 L5 JL- DETAIL D NV501-28"E (R) 1:14 cr_ PA R CEL 3 SFN71 2p NTS ED C) C> 8,779 S.F. CD LEGEND R=400.00'�Rl)(M) :z U? cn S.F.N. rr) A=5*35'51 '(Rl)(M) 00 10' PRIVATE UTILITY R/W RIGHT OF WAY S.F.N. SEARCHED, FOUND NOTHING L=39.08'(Rl)(M) S.F.N. 4`89#33'41" W (M)(R1)(R2) STBYSEPARATEDETAIL C FD. FOUND 1.R. IRON ROD 77.97 STRUMENT AFTER NTS MEASURED DISTANCE. FILING OF THIS MAP (M) S.J.Co. SAN JOAQUIN COUNTY R.S. RECORD OF SURVEY P.U.E. PUBLIC UTILITY EASEMENT N 89033'41" W 163-23'(R1) L7 L5 / \ �6 LINE TABLE P.M. PARCEL MAP C.O.T. CITY OF TRACY S.F.N. -0-- FOUND MONUMENT AS NOTED (R) RADIAL SEE DETAIL B LINE BEARING DISTANCE SET CHISELED 'Y' 5' WESTERLY OF DOC. NO. DOCUMENT NUMBER i .Rlr .c --�,I, 1 1.3' SEE DETAIL L. C Ll N 12*48'53" W 13.09' POINT. SEE DETAIL A M&P MAPS AND PLATS A L2 N 00•26 E 13.36' (Rl A CITY OF TRACY BRASS MONUMENT/ ESM'T EASEMENT C341. Mr�,ll 3 MON. MONUMENT 0 GPS POINT' 0 L3 N 89*33'41" W 49.63' .-+- DIMENSION POINT, NOTHING FOUND OR SET C/L CENTERLINE o6 L4 S 87*49'16" W 32.84' - L5 N 89'33'41" W 42.00' cr) L6 S 50*51'10" E 48.87' (R2)(M) REFERENCES L7 S 89*33'41" E 35.97' (R1)(R2)(M) (Rl) M&P 3715 L8 N 00*209" E 5.50' PARCEL 4 L9 S 252629E(R (R2) DOC. NO. 2011-079841 * ' " 0 98 14, 0 S.F. GROSS -1.280 S.F. ROAD RAW. L10 S 82*40'17" E 50.00' (R) (R3) P.M. 25-20 13,700 S.F. NET Ll 1 N 77*11'07" E(R oo L12 N 77*11'07" E 222.00' (R) PARCEL MAP NOTES: 00 0 L13- S 89'33'41" E 222.00' (R) 06 0 0 L14 1. APPROVAL OF THIS PARCEL MAP IS SUBJECT TO THE CITY OF TRACY PUBLIC WORKS DEPARTMENT to z N 7711'07" E 22.00' (Rl) CONDITIONS TITLED "TENTATIVE PARCEL MAP, APPLICATION NUMBER MS11-0002, NOTICE OF APPROVAL", bi L15 N 0011'30" E 16.00 DATED MARCH 19, 2011, ON FILE IN THE OFFICE OF THE CITY ENGINEER OF THE CITY OF TRACY, CALIFORNIA. 0 0) 1 V) SEE DETAIL D 2. CHISELED 'Y' SET ON 5' OFFSET FROM FRONT PROPERTY CORNERS ALONG BAIGORRY COURT FOR PARCEL 1 AND 10 P.U.E. bi � g PARCEL 2. 0 z S.F.N. CURVE TABLE S.F.N. ui 4%K M CURVE RADIUS DELTA LENGTH CH. BRG. CH. LENGTH v 16' ROAD RIGHT-OF-WAY Cl--------- 222.00' 13*15'12" 51.35' N 06*11'17" W 51.24 Ln &r '46 C2 50.00' 20008'36" 17.58' N 02*44'35" W 17.49' DEDICATION IN FEE S 89*33'41 E 2.00' Z C3 50.00' 5713 48 49.94' N 35*56'37" E 47.89' SECTION AND TOWNSHIP WITNESS CORNER (j IP 1 '*s�N00-11'30"t (M) 55.00'(M) C4 50.00' 77*22'24" 67.52' N 25*52'19" E 62.51' S 88*22'59" E LINE SEC. 3, T.3S., R.5E SET 4" I.R. CAPPED I to W ------ AND YTAMPED R.C.E. 25835 VALPICO ROAD C5 250.00' 13*15'12" 57.83' N 06*11'17 57.70' 14170.51 t 14 N 89*33'41" W (Rl)(M) 340.09'(M) - A --- - -- - - I I I (TO GPS PT. 9) LO CITY LIMIT LINE \_ FD. 3-1/2" BRASS DISC IN MON. BOX D. BRASS DISK IN MON. N 89"3341" W 1634.86 (Rl)(#") BOX STAMPED R.C.E. 32158 CITY OF TRACY r4') STAMPED "ARMY CORPS OF ENGINEERS PER (Rl). 4.61EAST & 0.26' SOUTH OF C/L (D.D. SHEETS 23 & 24) SAN JOAQUIN COUNTY INTERSECTION, PER (R 1) 0987