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I
<br /> RTER WAY 5S-23(R.S. 29-8)
<br /> CHJa - 766,075.83
<br /> (nY CURVE DATA TRACT N0. 2508
<br /> Y -= 5 22 761.02
<br /> W (AI)(R1)(R2) CURNO DELTA RADIUS LENGTH CHORD TANGENT CH. BEARING SUBDMSIONS OF SAN JDAQU/N COUNTY
<br /> VE
<br /> 5S-24(R.S. 29-8) ct 4 02 u 10,071r- 420.00 15,90 15.907 7.95 N 18 15 05 W UX=1�766,Q.L9.19 Q ° ' ., 37 00 4705 475.00 6,51 6.51 3.25 N o0 4827 £ (M)(R1) GOLF C0 R.3.E TERRA CE
<br /> Y 520 483.76 �. QJ �j N 00 25 07 E 45 04 4S 00 2060.00 170,78 170.73 85.44 N 8 11 05 W (R 1)
<br /> (M)(R1)(R2) • 2277.47`(M)(R)(R S. 29-8) UNIT N 5
<br /> EIGHTH STREET
<br /> BEING A SUBOMSION OF THE "DESIGNATED REMAINDER" AS
<br /> fD. 2 1/2" BRASS DISC STAMPED N o1°11'27" SHOWN ON "GOLF COURSE TERRACE UNIT N0. 4"" MAPS & PLATS,
<br /> ON of STOCKTON SURVEY Zo .642.08c(e)')2 GOLF' COURSE TEfi7RII CE BOOK 32, PAGE 35, SAN JOAQUIN COUNTY RECORDS,
<br /> ,MONUMENT LS 5340'; (R2)
<br /> X=1,766,044.54
<br /> Y = 519 841.89 L6 U/ylC NO 1 , NOTE: SEE SHEET 3 AND 4 AND LYING WITHIN SECTIONS 21 AND 22,
<br /> c� FOR FOUND MONUMENTS
<br /> (M)(R1)(R2) M. & P. 30- 77 ALONG NOTHERLY PROPERTY LINE T. 1 N., R. 6 E., M. D. B. & M.
<br /> N 0002455 ss E s J.C.R. CITY OF STOCKTON,
<br /> SAN JDAQUIN COUNTY, CALIFORNIA
<br /> 155.00'(M)(RJ)(R2) S B8°48'00" E(R) N 72°09' 2" I S 0.15'(46" E `
<br /> �' 97.07 M)(RI) 110.15'(M)(,R1)'''.• ' 59 N 81010'44" E GRID
<br /> S 89°35'05" f... 5245°4 'J " °
<br /> 150.00'(M)(R1) 98 97 12.69�(M�(Rl�''.. N 81°10'44" E 60 150.00(M)(R1), COORDINATES .
<br /> S 85°46'S3'�f 95 80 ;76 10d.00'(M)(R1) ..... S1 IM9;(IRJ) E 77 -HYSELL ENGINEERS
<br /> N 08049'16" W :` 61:
<br /> 1 1 3 I g 1 1 2 9 9 ' _ !70.S 1'(MJ(R11 7 9 ;>' 00'M R/ X=l 766 294.95 X=1767 021.25
<br /> - - ( )( N S i°39'44" Q1 Y= 519 210.10 Y= 519508.69
<br /> 46 47 1 �, 77 70 - 62 1°°'°0(M)(R1� 1016 12th STREET MODESTO, CALIFORNIA
<br /> 71 69 78 �77 63 X=1 196p76.46 A Y=151964 60206 OCTOBER, 1994
<br /> N 00°2455" f 76 _
<br /> d 5 413 - 2 W 1 61 60 J X l�766�783.10 9 X=1.766,680.06
<br /> 225.00'(M)(R2) ............•............ 14N 49 3 ( 1 (n 72 o j 68 63 59 ' A Y= 519 206.57 A Y= 519.462.30
<br /> 44 g � � Q 75 74 V p 66 65 64 62 6 v, X= 766 863.3 X=1, 66,554.82
<br /> i 50 o v j 73 V 67 A 0 u 58 $ Q Y= 1 212.47 Y- 519 463.21 NOTES
<br /> -
<br /> 50
<br /> /4. 0 5� 7 57 ��. Q Xs! 767 075.16 Q X=1 766 296.80 1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED.
<br /> Q 8 Y 19 161.29 1 Y= 19 465.08LA �- ti 5 1 ,� 0 0 ° g ° E rn a 2. A 10 PUBLIC U77LITY EASEMENT HAS BEEN DEDICATED
<br /> ,. X=1767,062.42 X=1 76¢,555.56 ALONG ALL STREETS AS SHOWN ON THIS MAP.
<br /> SCALE 1" 150' I pZ 52 9��� TERRA VIS TA 16 7 18 1 g 20 56 r' A Y- 519 243.35 Y= -51-9,.-565.20 J. SET A 5.5' WITNESS CORNER, ON LOT UNE PROJECTION
<br /> N 00°24'55" E 43 53 I 6 8 9 10 11 12 13 14 15 55 FOR LOT CORNERS FACING A ROADWAY. (CHISELED
<br /> 250.0o'(M)(R2) 7 21 ,� , IN CONCRETE SIDEWALK.)
<br /> S B9°�j ' " £ 24 54 4. EACH LOT SHALL BE DESIGNED, GRADED, AND MAINTAINED TO
<br /> 5.00�M0YK) 23 22 PRONDE PROPER DRAINAGE WITHOUT PONDING, CAUSING SOIL
<br /> 42 54 55� 7 36 135 34 33 32 31 30 29 28 27 26 25
<br /> �- EROSION OR DRAINING ONTO ADJACENT PROPERLY. ALL LOIS
<br /> I ' 255.00 LEVE OU FEV
<br /> OF ° 6 ARE TO DRAIN FROM REAR To FRONT UNLESS OrHERW15E SHOWN.
<br /> S 00°2455" W............ .N 89°35'0 " W 0 0
<br /> 160.00'(M)(R2) _ _
<br /> 4 �� h SUBDIVISION SUMMARY 5. THIS MAP REFERS TO THE APPROVED TENTAME MAP TA4 10 94
<br /> x=1,766,039.97 N 890 ' " w 6 5� ' LOTS J-77 9.43 ACRES 6. ALL REFERENCES ARE TO SAN JOAOUIN COUNTY RECORDS
<br /> Y = 519 211.95 3.17��Mp�R2) 52 ° 5 53 AND BOOK OR VOLUME PRECEDES PAGE
<br /> 41 1 5 6 ,i 38 15 "' J4.79 STREET R\WS 3.42 ACRES
<br /> (M)(R2) 41 42 43 44 45 46 47 48 49 50 51
<br /> S 06 -O(M)5" E , ! TOTAL UNIT 5 GROSS AREA 12.85 ACRES
<br /> 170.29'�(Mf{R2) 57 39 2 40 '
<br /> 445--9 08�M 1R2 4 ° N 89°35'05" W 497.93' � LEGEND
<br /> i 40 ( )(
<br /> 58
<br /> l
<br /> HO N 70°.�9'S 1" £ N 84°15'21" E ,� (M) MEASURED
<br /> 59 .......•N 19 20'09" W 116.28 N 06°40.4f.� W........: N : ��
<br /> 'D u; .. , 49.69 ° -�-- FOUND 3/4 IRON PIPE TAGGED L.S. 4876 PER (R2),
<br /> 5.28
<br /> 1 c<T� 60 0+a° N 72°49' " f gN N 00°25'42" £ UNLESS NO1F0 OINERWISf
<br /> COURT Z `�,v 1049 N 83°17'OyT" f '^ 15.05'(R1) ..
<br /> h 129 28 61 ACL 102.05 I FOUND 3/4 IRON PIPE TAGGED L.S. 5340 PER (RI),
<br /> J 'j _ N 86°47'4)" f G4LCD FROM (R3) UNLESS NOTED OTHERWISE
<br /> 1 62 L",�• 50.15 ::` - S 84048'53" 7 -Q- FOUND 3/4" IRON PIPE TAGGED L.S. 4876
<br /> U 4)q, N 82°38'21" f E 364.07 R3 -_ IN MONUMENT WELL PER (R2).
<br /> �,� Q• ,G� 25 I 26 27 63 \ S 18°14'07" E 100 ZO S 8404845" E . / l -®- FOUND 3/4" IRON PIPE TAGGED L.S. 5340
<br /> 55.17(M)(R2) !
<br /> c)' TORREY PINES 6d O�R 175.63'(RI) I S 05°11'07" W IN MONUMENT WELL PER (R1).
<br /> .......• 100.00'(RJ)
<br /> IN P.G.& E. POLE UNE EASEMENT ......•••.:...
<br /> MA0 R. I.. -o- SET 3/4" x 30" IRON PIPE TAGGED L.S. 4876
<br /> 65 57.34(M)(R2)E � EU`l C81 S'J G' O.R. 2735- 610. S.J.C.R. N 84°48,53" W , p(� -po- SET 314" x 30" IRON PIPE TAGGED L.S. 4876
<br /> ES�G � LCR 9405 5.90(RJ) l____� ( `N IN MONUMENT WELL
<br /> COURT 12 66 18.28 ��E 1 N' I �'� FOUND 2 1/2" BRASS DISK, STAMPED "CITY OF
<br /> 14 13 84.92'(M)(R2) DEED REAR I N �� �,` AND CMONUMENKTON TN NUMBER,MONUMINN MONUMENT WELL,
<br /> /,
<br /> --1 1 1 67 G �\� 5� UNLESS OTHERWISE NOTED
<br /> 1 S 00°26'25" W FD. J" IRON PIPE TRIC TRANS 6/SS/ON 7J ,_ h
<br /> T � Q' �
<br /> 7 e 9 I 1 O 88 LINE RJCNT 0 Y
<br /> 100.01 (M)(R2) (R1) S.J.C.R.
<br /> N � lF 5� S.J.C.R. SAN JAAOU/N COUNTY RECORDS
<br /> / ° fD FOUND
<br /> 69
<br /> N 89°33'35" w 4 N 84 48'35" W 40n 62'R3 SET 1/2" X 24" IRON PIPE TAGGED L.S. 4876 AT
<br /> - 233.12'M R2 -- 1..._ _ - T ALL REAR LOT CORNERS UNLESS NOTED OTHERWISE
<br /> _ N 84°4825" W 545.00' ..._..................S 05°11'25" W ,
<br /> CA[C R3
<br /> 100.00'(R3) © CURVE REFERENCE NUMBER
<br /> HOUSTONQ CALIF. COORDINATE SYSTEM -27, ZONE 3 REFERENCE NUMBER.
<br /> HOUSTON Al OF 60' WIpE P� O 2399-426 - SEE TABLE SHEET 2 OF 6.
<br /> REFERENCES A VENUE R x= CALIF COORDINATES SYSTEM -27, LONE 3
<br /> (R 1) RECORD PER: GOLF COURSE TERRACE UNIT NO. 1,
<br /> Y� (CENTERLINE MONUMENTS)
<br /> MAPS k PLAIs fIDOK 30, PAGE 77, S.J.C.R.
<br /> (R2) RECORD PER. GOLF COURSE TERRACE UNIT No 4, BASIS OF BEARINGS (R) RADIAL BEARING
<br /> MAPS & PLATS BOOK 32, PAGE J5, SJ.C.R. BEARINGS, DISTANCES AND COORDINATES ARE 84SED ON THE CAUFORNIA I.N. INSTRUMENT NUMBER
<br /> (RJ) RECORD PER. GOLF COURSE TERRACE, UNIT NO. 6, COORDINATE SYSTEM-27, ZONE Al. A LINE BETWEEN CITY OF STOCKTON M. & P. MAPS AND PLATS
<br /> MAPS & PUTTS BOOK J1, PAGE fit, S.J.C.R. MONUMENTS NO. 5S-23 AND NO. 5S-24 BEARS S 00025107" W, AS R.S. RECORD OF SURVEY, BOOK AND PAGE
<br /> SHOWN ON CITY OF SToCKToN TRAVERSE CoNTRoL MoNuMENr SURVEY, P.U.E. PUBLIC UIILIIY EASEMENT
<br /> PHASE V. FILED FOR RECORD IN BOOK 29 OF SURVEYS, Ar PAGE 8, SAN
<br /> "OU/N COUNTY RECORDS ALL DISTANCES SHOWN ARE GROUND LEVEL CALC CALCULATED FROM REFERENCE SHOWN
<br /> DISTANCES AND MUST BE MULTTPum BY 0.999934 TO OBTAIN GRID DISTANCES. D.R. WICK RECORDS, BOOK AND PAGE
<br /> 11892185 05-03-95 D.D. SHEET NO. J4 SHEE► 2 OF 6
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