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FD. 112' l PIPE
<br /> W.C.W
<br /> 7AGGE-D L.S. 4876 R TRACT NO. 2868
<br /> PAGED
<br /> OF CORR <)v
<br /> IN._98 0 Z-6 goa SUBMSIONS OF SAN JOAQUIN COUNTY
<br /> FARCET *A'
<br /> -
<br /> P.M. 5 59
<br /> 11-1 73 83 FOOTH/L L V/5TA EST
<br /> A
<br /> co -a.
<br /> /00 &0-
<br /> F 14 PIPE ........... ........ ...
<br /> D. J 70
<br /> NO 7AG(R2)(Rj)(Rl5)
<br /> 101 77 UNff Ntww 2
<br /> 4, X -- 84
<br /> S 89042"17"'E 0.15'(R20) Z 99
<br /> 71BE7NG A
<br /> 93
<br /> SUBOMSION OF A PORTION OF LOT "B", AS
<br /> 76 N100-1
<br /> 35 SCALE SHOWN ON THE MAP OF STERLING ESTATES, UNIT NO. 2s
<br /> ro 76
<br /> FLED IN BOOK 33 OF MAPS AND PLATS, AT PAGE 14,
<br /> P.M. 20- 102 72 35 SAN JOAQUIN COUNTY RECORDS AND THE "DESIGNATED
<br /> tL ll�- 97 REMAINDER", AS SHOWN ON THE W OF FVOTHILL VISTA
<br /> FD. J14"' PIPE 75 73 74 75 ESTATES,
<br /> UtVfr NO. 1, nLED IN BOOK JJ OF MAPS AND
<br /> TAGGED L.S. 4876
<br /> • ij� (M)(R27) PUTS, AT PAGE 29, SAN JOAQUIN COUNTY RECORDS AND
<br /> (R22) :�A 0 IN 89042105"' W 37 Ct 95 1
<br /> -y- a-A 146.99' Q
<br /> LnNG IN A PORTION OF SECTION 19,
<br /> 74 T. 2 S., R. 5 E., M. D. B. &
<br /> a 72 71 33 _q E5
<br /> 77 c:_- CITY OF TRACY
<br /> -;�A 5 5 r -- / ';�- - p
<br /> 7J 0 94 REFERENCES: SAN JOAQUIN COUNTY CALIFORNIA
<br /> CJyL 3_q
<br /> 70 Qi (R1) RECORD PER P U. 4-14
<br /> (R2) RECORD PER P.M. 5-32 THOMPSON-HYSELL ENGINEERS
<br /> X 78 (RJ) RECORD PER P.M. 12-55
<br /> al; RIVIERA COURT 93 (.0 (R4) RECORD PER
<br /> (R5) RECORD PER P.M. 18-129 1016 12th Mi EET
<br /> - (R5) RECORD PER P.M. 19-2 MODEYMo CALlf-ORML4
<br /> (R7) RECORD PER P.M. 20-31 JANUARY; 1998
<br /> 7-9 69 38' 53' 4 99 60' � (R8) STATE HIGHWAY R/ MAP
<br /> *W
<br /> 28 28 DIST. 10-RTE. 205, NOTES:
<br /> 74 65 66 67 68 SHEETS 16 & 17 1. ALL DISTANCES ARE MEASURED UNLESS
<br /> FD. 314" /.P1PTAGGED I.S. 5122 E- ,-.---: 4 (R9) RECORD PER CINTR4 PARK No FED.
<br /> so 53 UNIT NO. 1, M.& P. 32-47
<br /> 2. A 10' PUBLIC UTILITY EASEMENT HAS BEEN DEDICATED
<br /> (R 13) ••.L• / (R 10) RECORD PER R.S. 6-28 ALONG ALL STREETS AS SHOWN ON THIS WAP.
<br /> 01 --- (R11) RE-CORD PER R.S. 6-165
<br /> -- (R 12) RECORD PER R.S. 17-9J J. SET A 56"" WITNESS CORNER, ON LOT LINE PROJECTION
<br /> 1 J) RECORD PER R.S. 29-97 FOR LOT CORNERS FACING A ROADWAY (CHISELED "411
<br /> 7,; 64 6,3 62 61 60 6 R IN CONCRETE SIDEWALK.)
<br /> 11) R14) RECORD PER P.M. 18-120
<br /> LO -CORD PER R.S. 30-60
<br /> 7? 1�1 p< R 15) RE 4. THIS MAP REFERS TO APPROVED TENTATIVE MAP Ty2-95.
<br /> N
<br /> Z82 0 (R 16) RECORD PER P.Y. 17-155
<br /> 3 (R 17) RECORD PER P.V. 20-17 5. ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORDS
<br /> 7 -R IAND BOOK OR VOLUME PRECEDES PAGE
<br /> 41
<br /> (R 18) RECORD PE -N. 9208LA MESA DRIVE
<br /> 8,3 (R 19) RECORD PER O.R. 40628610
<br /> -458 6. DIRECT PEDESTRIAN AND VEHICULAR TRAFFIC ALONG THE
<br /> In4 k (R20) RECORD PER P.V. 20-102 NORTHERLY BOUNDARY OF LOTS 76 AND 77
<br /> (R21) RECORD PER BRIDLE CREEK, IS PROHIBITED AND SHOWN THUS
<br /> 84 M.& P. 32-91
<br /> o
<br /> _q g '9,9 100 10, 02 5
<br /> 1 (R22) RECORD PER BRIDLE CREEK
<br /> UNIT NO. 2, M-& P. J-3-01 LEGEND:
<br /> (R?J) RECORD PER PARK A THE FOUND'OUND AND ACCEPTED 314" IRON PIPE, TAGGED
<br /> UNIT 2, U.&P. 33-20 L.S. 4876, (R26) UNLESS OTHERWISE NOTE-D.
<br /> (R24) RECORD PER BRIDLE CREEK,UNIT NO. 3, M.&P. jjTAGGEDX FOUND AND ACCEPTED 112" IRON PIPE,, TAGGED
<br /> 95 54 (P25) RECORD PER L.S. 4876, (R27) UNLESS OTHERWISE NOTED
<br /> 8 6FOUND BRASS DISK, STAMPED L.S. 4876,
<br /> 7 MONUMENT RECORD
<br /> 97 IN MONUMENT WELL
<br /> TRACY MOD1f7ED COORDINATE SYSTEM UNLESS OTHERWISE NOTED.
<br /> PER ASSOCIATED CONSULTANTS -- SET 314"X 30" IRON PIPE TAGGED L.S. 4876
<br /> 87 O 53 GROUP INC. SET BR-4SS DISK, STAMPED L.S. 4876 IN MONUMENT WELL
<br /> RECORD PER FOOTHILL VISTA ESTATES,
<br /> ---- MIRADAREST (R2'5) RE
<br /> 94 UNIT NO. 1, M-& P. 33-29 P.U.E. PUBLIC UTILITY EASEMENT
<br /> CORD PER STERLING ESTATES, UNIT
<br /> COURT (P RE S.JCR. SAN JOAQUIN COUNTY RECORDS
<br /> 59
<br /> NO. J, V.& P. ii-jo
<br /> MEASURED ON THIS SURVEY
<br /> 3 WC. WITNESS CORNER
<br /> 8-9 93 10051 P.M. PARCEL MAP
<br /> ---- C M & P. MAPS AND PLATS
<br /> R.S. RECORD OF SURVEY
<br /> 02I O \ I.N. INSTRUMENT NUMBER
<br /> 50 C�' /() O.R. OFF7CAL RECORDS
<br /> 0 L14.
<br /> 292.60'(AW)(R25) I
<br /> N 89043'29" W /0 LINE TA BL E 0 CURVE REFERENCE NUMBER
<br /> 1 34 I I I 07 LINE REFERENCE NUMBER
<br /> LUJNE -5—STANCE -WE—F
<br /> 35 0 Sf
<br /> 4-9 DIRECT7
<br /> SOB 1�'17�- W ET 1121' X 24" IRON PIPE- TAGGED
<br /> C ---§7.—00' S. 4876 AT ALL REAR LOT CORNERS
<br /> c6 2 05 05'32" W 61. (R27) IN
<br /> - 57-
<br /> 31 h�A
<br /> i S Of 5J471' W __(M) INDICATES WITNESS CORNER,' SET 112" x 24" IRON PIPE MAR 1� 43 1.54' Lyj(R27) J, w C. TAGGED L.S. 4876 AT OFFSET DISTANCE NOTED
<br /> --- 3b S 05 5 7'55" W 62.6 1' M R26
<br /> 12 5 N f8--'r 1-eO-3-- W 6 INDIC.4TES WITNESS CORNER; SET 24" IRON PIPE
<br /> J4.74' TAGGED L.S. 4876 AT OFFSET DIS
<br /> 30 COURT % S U,)-Oj'29" W 104.98'
<br /> M R26 i1xil W.C. /T DISTANCE NOTED
<br /> 7 §-02--65-4'17-' W //.,-/ZZZ- RESTRICTED ACCESS
<br /> 47 56.04� M 6
<br /> - w-19,—j'y M
<br /> 13 —8 s I i"09.,Ij" M R26
<br /> 9 S r8'04—'lJ- W 61.49— M R26 BASIS OF BEARINGS:
<br /> 99 39 3c? 46 10 S U4-J7'20" W 61.50V 6
<br /> -- 37I I11 S 01'40'59 W —43.M I M R26 BEARINGS, DISTANCES AND COORDINATES ARE BASED ON THE
<br /> TRACY SCHOOL DISTRICT - r 14 L 12 S OOl 6'J 1" W 19-75' M R26 CITY OF TR4CY MODIFIED GRID. A LINE BETWEEN CITY Or-
<br /> I-N, 919088510 -T F - li N 89 43'29" W 100. R26 TRACY MONUMENTS No. GPS-2 AND No. GPS-22, BEARS
<br /> NORTH 87°07'22" EAST, As CALCULATED FROM RESULTS
<br /> CURVE TABLE PUBLISHED BY ASSOCIATED CONSULTANTS GROUP, INC,
<br /> CURVE EL TA ON F7LE IN THE OFFICE OF CITY OF TRACY PUBLIC WORKS
<br /> LENGTH TlAkm"jNVG CHORD CH. BEARING REF DEPAR7VENT, IN THE TRACY MODIFIED COORDINATE SYSTEM
<br /> P',�TRACrA184300184300,UAPS\fV2-BDI 2-1J-95 D.D. SHEET NO. 53D 1 04'46101 172.00 14.31' 7.16' 14.31' S 8 18'44" E M R26 VALUES, TABLE 1. ALL DISTANCES SHOWN ARE GROUND
<br /> 2 1100151" 200.00' 38.501 19.31' 38.44 S 83'4858" E DISTANCES.
<br /> SHEET 3 OF 5
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