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<br /> GRID TRACT NO. 2681
<br /> COORDINATES _ _ _ _ SUBOMSIONS OF SAN "OUIN COUNTY
<br /> X=1,766,816.95 --�^ _ - REFERENCESOL.. CORSE
<br /> A Y= 518.664.78 U TERRACE
<br /> I (R 1) RECORD PER: GOLF COURSE TERRACE UNIT NO. 1,
<br /> A y=1 s B z si J J I
<br /> M4PS dr PLATS, 800K 30, PAGE 77, S.J.C.R. UNIT(R2) RECORD PER: GOLF COURSE TERRACE UNIT N0. 4,
<br /> Aa X=1,766 828.88 MAPS & PLATS, BOOK 32, PAGE 35, S.J.C.R.
<br /> SCALE 1" = 40' Ys 518,807.41
<br /> S (R3) RECORD PER GOLF COURSE TERRACE., UNIT NO. 6, BEING A SUBOMSION OF THE "DESIGM7LrD R " AS
<br /> ,Jl-/r'~r 1 r/ O '� fi J J g - - - - - - �'S & PLATS, BOOK J1, PAGE 111, S.J.C.R. SOWN ON "GOLF CDU TERRACE UNIT NO. 9"U4PS & PLATS
<br /> .fir
<br /> (R4) RECORD PER: GOLF COURSE TERRACE UNIT N0. 5, BOOK,,., PAGE SAN JOAOUIN COUNTY RECORDS,
<br /> MAPS cQ PLATS, BOOK 32, PACE 46, S.J.C.R.
<br /> (R5) RECORD PER: GOLF COURSE TERRACE UNIT N0. 9, AND LYING WITHIN SECTIONS 21 AND 22,
<br /> ," MAPS & PLATS, BOOK PAGE S.J.C.R. T. 1 N., R. 6 E., M. D. 8. &
<br /> �� CITY OFSTOCKTON,
<br /> i�c SAN J04OUIN CDUMY, CALAORNA
<br /> - - - I -A8N 86°36'09" N 86°33'01"W/' -- oV�`
<br /> W 7 ,
<br /> ---
<br /> i
<br /> 57.3844 LOT AREA DATA THOMPSONHYSELL ENGINEERS
<br /> ' 39 42 43 I �CJ�I (� ' LOT S . FT LOT S FT
<br /> 65.33'
<br /> 10/ 40 I 25' o -25' N 86°35'40"W(R) •, - - - - ' \)� �\ 7 5064 . 15 5000 1016 12th STREET AICD, CAUFORN14
<br /> p U.,E..........I Qj I .- 45 (' ` \ AWAY, 1995
<br /> �� J �+� �' 9 5007 17 5070
<br /> 49 I ,� \�\ Q to 5000 18 5093
<br /> LQ 3 1" W 0 I . 10' P.U.E. r` o \/ 11 5500 48 5621
<br /> 4 7 `� o � ^r � W I � `N � �\ ^� I J;J � `r o ��(� �. 12 5500 49 6414 NOTES
<br /> 4C� h I 06 1 /3 5000 61 57%5
<br /> ,N ,ti,� N 88°50'28" W 2 14 5000
<br /> cV o0 o ^ I o ^ •' 1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED.
<br /> 0 0 �h ; o h � 103,01-, - - - - -
<br /> I _ 2. A 10 PUBLIC UTILITY EASEMENT HAS BEEN DEDICATED
<br /> 2 "� I 2 O I 10" puW - - ALONG ALL STREETS AS SHOWN ON THIS MAP.
<br /> 61 o, J. SET A 5.5' WITNESS CORNER, ON LOT LINE PROJECTION`o W I I ° .�
<br /> FOR LOT CORNERS FACING A ROADWAY. (CHISELED
<br /> `3 . - - 25• :� N 39 4835 W o CURVE DATA : IN CONCRETE SIDEWALK.)
<br /> �25.`, l 18.38 Z` 'o
<br /> 4. EACH LOT SHALL BE DESIGNED, GRADED, AND MAINTAINED TO
<br /> N MERIDIAN 39 _ - - _ I z CURVE NO DELTA RADIUS LENGTH CHORD TANGENT CH. BEARING PROVIDE PROPER DRAINAGE WITHOUT PONDING, CAUSING SOIL
<br /> 87.15 _ 2 .-- 04 4_5 00 2060.00 17078 170.73 85._49 N 87°11_'05" W (M)(R1)(R5) EROSION OR DRAINING ONTO ADJACENT PROPERTY ALL LOTS
<br /> 4371 N 28 _ -04°45'01" 2260.00' 187.37' 187.32' 93.74' N 87°11'06" W ARE TO DRAIN FROM REAR TO FRONT UNI ESS OTHERWISE SHOWN.
<br /> X=1,766 584.28 ----- - 2 h D w _29 O 1°02'25"- 2260.00' -4/.OJ' 41.03' 20.52' N_89°02'24"_W
<br /> N Y= 518 678.04 X=1,766,713.44 0 - o . R/VE $ N 05°/1'25" E 30 Ol°19'13" 2260.00' 52.08' 52.08' 26.04' N 87°51'35" W 5. THIS MAP REFERS TO THE APPROVED VE9T/N6 TENTAT/I/EMAPTa/lD 9-f
<br /> 125.15' h 50.00'(M)(R5) 31 ° �� - -- -; , - , - , _..o_ .:
<br /> Y= 518 668.74 tii N 84°F8'35" y1, N __ __-_ _0!0191 J��-2260-00 �52_0852.OB� 26.04 N 860?22"' W 6 BOOK OREFERENCES
<br /> R U�UMf PRECEDES
<br /> SAN JQAOUIN COUNTY RECORDS AND
<br /> i 168.86' _ __ 32 _ _O 1 04 1 D 2260.00 42.18' 42.18 21.09 _N 85 20 40_W S PAGE.
<br /> DE
<br /> - - 29- N 84048"35" W 3J 04045"01" _2285.00' 189.45' 189.39' 94.78' N 87011'06" W
<br /> ` -31 3 N 84°48',35" ly g I 40.64'(M)(R5) 34 04°45'01" 2310.00 191.52' 191.46' 95.81' N 87°11'06"' W
<br /> 50.00' 168.86' h - - - _'i --- i i _i i ii
<br /> ,- --/ 50.00' `� _35 00054"41" 23/0.00 --
<br /> 36.74 36.74 1- - N-89-0006"16 W
<br /> 9.50 - _ 50.QQ' + 36 _O 1°21'51" _2310.DO' _55.00' 55.00' 27.50' N 87°58'00" W
<br /> 10' p N 84°48'35" yy - -- - - 50.00' - 37 01°21'51" 2310.00' 55.00' 5_5.00' 27,50' N_86°36'09" W
<br /> U.E. 209-501, - f 38v 0/°06'38" 2310.00'- 44.78' 44.78' 22.39•' N 85°21'54" W LEGEND
<br /> W _ �.39 +04°43'56" 275.00' _22.71' 22.71' 11.36' N 02049'27" E
<br /> <� �:J l .J �o Q n �'o W
<br /> ----- o 4 _01`44'26" _ 275.00'_ 8.35' 8.35' 4.18' N 04°19'12" E (M) MEASURED -
<br /> 1 T :� $ N _41_____ 02°593x 275.00 _14.38' f_4.36' 7.r8' N 01°5714" E
<br /> '6 $ .�+ O h . �W _42 04°43'56"- 300.00' 24.78' 24.77 12.40' N_o f 9'27" E -+- FOUND J14" IRON PIPE TAGGED L.S. 4876, PER (R2) OR (R4)
<br /> <<� _ o o o S 15 o g �;,� 43 i 04°43'56" 325.00'_ _26.84' 26.84' 13.43' -N 02°49'27" E-
<br /> 14
<br /> UNLESS NOTED OTHERWISE
<br /> 2 2 / 4 0 00 �`�' 44-__02°56'51" 325.00' 16.72' 1_6.72' 8.36' N01055`54" E 404 - FOUND 314"" IRON PIPE TAGGED L.S. 4876
<br /> 1_0.12' lo.-I-"?,--5-.-O-,6-'--N--_04°_17'52" E IN MONUMENT WELL PER (R4), UNLESS NOTED OTHERWISE
<br /> o _ _
<br /> -N 87012'40" 2 "� �63__ v00°29'00" 2060.00' 1738' 17.38' 8.69' N B9°19'05" W --o- SET 3/4" x 30" IRON PIPE TAGGED L.S. 4876
<br /> Lf H' 99.56' S O o i ii - ---- --- , - , - i o i ii
<br /> 49.78' - _ 64 __ O 1 22 28 2060.DO 49.42 49,42 24.7_1 IW 88 23 21 W -{o}- SIT 3/q" x 30" IRON PIPE TAGGED L.S. 487ti
<br /> 49.78' 49.821 N 84°4B'3S.1. w 65 _ -01 022'38" 2060.00' _49.52' 49.52' 24.76' N 87°00'48" W IN MONUMENT WELL j
<br /> 30.84' 51.92' 16.80' 35.13' 50.00' , 66 -01°22_'38" 2060.00' _49.51 49. 1' 4.76' °_ ' " -
<br /> 50.00 249.82 _ 5 2 _ N 85 38_10 W -(.}- FOUND 2 1/2" BRASS DISK, STAMPED "CITY OF 3
<br /> 50.19' 67 300°08'16" 2060.00' 4.95' 4.95' 2.47' N B4°_52'43" W
<br /> 50.00' 50.00' -- - - - - - - -- STOCKTON SURVEY MONUMENT - R.C.E. 14269"
<br /> _50,00' 68 -04°45'00" 2030.00' 168.29' 168.25' 84.19' N 87°11'05" W
<br /> -� 55�, 55.00'--o UNIDESS OTHERWISE MONUMENT NUMBER,
<br /> NO NOTED.
<br /> N MONUMENT WELL,
<br /> L,
<br /> �.
<br /> W W
<br /> ` 4, W I N 84048`35" W / C% S.J.C.R. SAN JOAQUIN COUNTY RECORDS
<br /> T. op W 4.50'(M)(R5)
<br /> FD FOUND
<br /> �J
<br /> J ^ b; 7
<br /> 8 p
<br /> 0 0 0 0 9 $ 1 O N o h SFT 1/2" X 24" IRON PIPE TAGGED i..S. 4876 AT
<br /> O o 0 o p ' , ,N o0 v (� I ALL REAR LOT CORNERS UNLESS NOTED OTHERWISE
<br /> 2 2 O o p o 0 0 /2 CURVE REFERENCE RENCE NUMBER
<br /> @) LINE DATA REFERENCE NUMBER
<br /> .J
<br /> -• 66 - - "" '10 I°U.E. L
<br /> \)� Q G 2 CALIF. COORDINATE SYSTEM -27, ZONE 3 REFERENCE NUMBER.
<br /> \ ... R1 R5 IRON PIPE 2 ' 45.00' 7 - - - - _ - - - Cj- .
<br /> OO 50.00.1
<br /> X=1,766.582.33 - N 84 4835" If, 55'001 S5 - - I ZS 25' X= CALIF. COORDINATES SYSTEM -27, ZONE 3
<br /> _ 00.1
<br /> I Y= 518 423.06 'O� N 84°4e SS /(MJ2 5 _ 37.QQ' I Y= (CENTERLINE MONUMF_N I S)
<br /> N' 42.00' (M)(R5) _ (R) RADIAL BEARING ,
<br /> NOUS 6 X=1,766750.36 - `N 84°48--- 3-- 5-`W 205.00' o I.N. INSTRUMENT NUMBER
<br /> i TO! 1l Y- 518 414.80 i. N 84 48'35" M. & P. MAPS AND PLATS
<br /> ,q VENUE 85.DO'(M) w "� R.S. RECORD OF SURVEY, BOOK AND PACE
<br /> P.U.E. PUBLIC UTILITY EASEMENT
<br /> 4 FD. 3/4" IRON P/PE .._... /• ---- _ CALC CALCULATED FROM RF_F£RENCE SHOWN
<br /> TAGGED (,S 4876X=1,767 p39.16
<br /> (R5) (M)(R5)
<br /> 0.R. OFFICIAL RECORDS, BOOK AND PAGE
<br /> Y= 51388.57
<br /> J.•\CAD\ 11892F10.OWG 5/05/95 D.D. SHEET NO. 34 SHEET-5 OF J6
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