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SAN JOAQUIN COUNTY CAPLIN MCGIF'F ENTERPRISES INC. TRACT No . 2538
<br /> CITY LIMIT LINE I.N. 38031 193
<br />� N89°�$' " ' CITY LIMIT LINE
<br /> _ 51 W 2521.45 BNDY. _[2521.42 (R-4)� __ 30UNDAR_Y_ __
<br /> '-"" --"'--'- -- -- LINE AND 1 4 SECTION LINE SUBDIVISIONS OF SAN JOAQUIN COUNTY
<br /> 50.00' 50.00' 50,00' -50.00' 50.00' 60.00' � 60.00' 60.00' �- 60.00' r 60.00' 60,00' 60.00' 60 00' _ 60.00r'
<br /> CITY OF STOCK70N FAIRWAY GREENS
<br /> I � "' � R ``' W F'' `'' w
<br /> ole 2
<br /> 0 0 o Q m W BEING A SUBDIVISION OF PARCELS I AND 2
<br /> 140 1`� C5 p
<br /> gi� 141 142 0 0 143 0 144 0 145 0 0 146 0 0 147 0 148 0 0 149 N 150 N 151 N �, 153 N AS FILED IN BOOK 22 OF PARCEL MAPS, AT
<br /> o z Z � � 152 � �� � �
<br /> CD Z z ° " Z z z z z c� 0 154
<br /> Zl l A=015521 z PAGE 62 SAN JOAQUIN COUNTY RECORDS
<br /> L=50.10' L-32.71' 10' PUE
<br /> _ _
<br /> __ _ _ _ _ _ _ _ SITUATE IN SECTION 4 T.2N. R.6E. M.D.M.
<br /> _ - 10 PUE
<br /> N84° 4`02°5638 7. 9 , - - - - - - - - - - - O _ _ _ i > >
<br /> 0 2 50. �_ _ _
<br /> 4 00 50.0 - - - _ _ _
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<br /> W R=975 _ _ 60.00 60.00 60.00 - -60.00 - - ' -
<br /> ° � " A- � - 60.00 -
<br /> 0 6
<br /> _ 5°4°° L=$6.22 , " °00 6 ° 6°°° 6°°° CITY OF STOC KTON
<br /> _ 84 04 51_w 37 98_,_M `M N89°08 51 W 1492.90
<br /> ° � N N89°08 51 W 10.24 M-M " � N N45°51'09"E 18.38 � �n
<br /> 16 17 1000' A' M5 04 00" _ _ _ „ N89°08 51 W 2_67.00 M-M _ _ _ - _ - " -
<br /> N89°0851 W 267.00 M_M _ _T _N _ _N89°08'51"W 28_4.00' M M N 24 SAN JOAQUIN COUNTY, CALIFORNIA
<br /> N84°04'51"W N _ M " 18 �19 � N45°51'09 E 18.38' �n 21 �
<br /> 30.51' 1025 6 03°32'02 H , �" N89°08'51"W 191.00' N 0 GREEN RIDGE DRIVE N 22 N NOTES
<br /> _ 191.00 O N89°08'51"W I AUGUST 2002
<br /> L=63.22 _ _ 104.00_ _ _ 87.00 I E-+
<br /> `.__
<br /> NO2°23'07�R� 25 ,� 25 -- „- - - , _87.00 - - _ 104 00_ _ I I� _ _ 104.00' _ 1) ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED.
<br /> o � ' N44°08'51 W 18.38 2 A 10' PUBLIC UTILITY EASEMENT HAS BEEN DEDICATED ALONG
<br /> N o Erl.'D N43°22'52"W N, N00°51'09"E 10' PUE w� 25 125 10' PUE - -10' TUC-*7- 25' Q 25' 18.38' 10' PUE-� w - ` I GZ", )
<br /> w 39 N00°511'09"E - I��-
<br /> 35.99' o o o N44°08'51°W 18.38' � N45°51'09"E -
<br /> 3g �, 45 0 46o I NI a r, v; SEE NOTE 10' PUE I� o cc::"IU ¢I SEE NOTE o ►�' I ALL STREETS (EXCEPT WHISTLER WAY & DAVIS ROAD) AS SHOWN ON THIS MAP.
<br /> !n o SEE NOTE 8 36.36 25 10' PUE SEE NOTE 8 0 10 PUE I� ^I 53 �,o 8 54 `''�I '- I.-x-10 PUE 61 8 � o
<br /> A=24°51'09"L-21.69' 25' I o w �, LO ° " 62 3) SETA 5 WITNESS CORNER , ON LOT LINE PROJECTION FOR
<br /> `h = ILO A=24°51'09"L=21,69' z SEE NOTE 8 I"' "'I SEE NOTE 8 A=01°44'08" L=1.51' "' W o
<br /> z N89°08'51"W 101,52' �+' o N89°08'S1"W 112.37 I �, I o IC5 o I A=01 4408 L=1.51 Z i!l2 LOT CORNERS FACING A ROADWAY. (CHISELED + IN CONCRETE SIDEWALK).
<br /> N89°08'51"W I z N89°08'51 W 116.98' Z o g z ° "
<br /> Z I 100.00 , Z"'. N89 08 51 W 116.98' 4) EACH LOT SHALL BE DESIGNED GRADED AND MAINTAINED TO
<br /> H N64 17 42 W(R�. I ° " w N87 24 43 W R 25 `t' 25 ° ,> Qi
<br /> �N66°00'00"�R� a, 100.00' I I I N89 08 51 W ° �, '
<br /> W " �, " / I !89 07 01 V�(R� C� PROVIDE PROPER DRAINAGE WITHOUT CAUSING PONDING SOIL EROSION OR
<br /> W A=14°30'21 L=12.66 /� I �� A=14°30'21 L=12.66' " I I �� A=37°37'22" z A A=37°37'22" L=32.83' o
<br /> ° " /� o -VN51°29'39"ECRZ °O o 47 to I o o (D;n 55 L=32.83' Ip o 60 0 o DRAINING ONTO ADJACENT PROPERTY. ALL LOTS ARE TO
<br /> N49 47 21 �R), on,<r �� II II n w �) 52 " �' N49 47 21°W R / 0 63 DRAIN FROM REAR TO FRONT UNLESS OTHERWISE SHOWN.
<br /> �,�>M �<a-� �, _ ° " ,n ,t, o '- �, C� N51 29 39 E R "' 5) THIS MAP REFERS TO APPROVED TENTATIVE MAP TM 14-98.
<br /> it II II I - \� (� gj ca
<br /> 40 �a02 � J ry A-55 34 00 44 0 `DI `o Z >o
<br /> ,gyp" �� 1 © 20 .� 1 L=45.58' I I W i A=39°21'30" L=32.29' �; �; ��;�; A=39021'30"L=32.29 z
<br /> W w CO p cd 532 "�R �� ,`%� / 100 �, N89°08'51"W II II II u n n
<br /> 100,00' N89°08'51 W R 95.00' cc a J �aJ , 6) ALL REFERENCES ARE TO SAN JOAQUIN COUNTY
<br /> ° 959 '� y N7 86 a 100.00' " 23 N89°08'51"W(R) 95.00' Ln RECORDS AND BOOK OR VOLUME PRECEDES PAGE.
<br /> � 9 N�1��0� ��� pb \ ,A=258°43'00" / 2°5621" I oo 1 N89°08'51 W ° " O
<br /> o o I o I A=44 50 42 - o� ti / A=455'51"
<br /> 51" 7) DIRECT PEDESTRIAN AND VEHICULAR THRU TRAFFIC ALONG THE
<br /> N, h� pcq L=39.53' A=48°16'55" 0 48 (o m 00 cn of o L=36.78/ ° / L=36.86'
<br /> A-48°11'19" L-39.61' o `D I� °I CI 51 N 56 �k. �\A=258 43'00 W WESTERLY LINE OF LOTS 114 THRU 123 TO AND FROM DAVIS ROAD
<br /> o y I w a I W w "'I v' pQ 4 ��0 L�'6g1; 59 AND THE SOUTHERLY LINE OF LOTS 99 THRU 114 AND LOTS 196 AND
<br /> r `� �, o I w I 1 w ¢�°�9 8 D'�°�4og o 197 TO AND FROM WHISTLER WAY IS PROHIBITED AND SHOWN AS THUS
<br /> _ W Ro
<br /> N89 08 51 W
<br /> " 42 °; 43 0 100.00' o o I o N890$00 W o ��� �Q�° o �? 64 8) BY THIS NOTE, ACCESS RIGHTS TO CORNER LOTS ARE
<br /> o I Z I p`L ����p �, `r W RESTRICTED IN CONFORMANCE WITH CITY OF STOCKTON SUBDIVISION
<br /> LO
<br /> N83°2516" CD
<br /> �� o � I r, Z o I 1 0 ��o ��� o Lis o ZPEI
<br /> DESIGN STANDARDS DRAWING NO. 6, CONFIGURATION. FURTHER, THE
<br /> co 49 I� Z p °°I 50 o z �� 57 58 � DEVELOPER OF THE SUBDIVISION SHALL SELECT THE STREET'S
<br /> W 94.12
<br /> ' z
<br /> 0 64.00' N83°25'16"W 124.16' `0 I V► �' co
<br /> I p o 64.01' 64.05' 36.72' 36.96' 1 `�I "' o ABUTTING THE CORNER LOTS UPON WHICH ACCESS IS TO BE PROVIDED
<br /> 62,94' 27.49' N89°08'51"W I I I Z AND ACCESS IS HEREBY RESTRICTED ON ALL OTHER FRONTAGES.
<br /> 64.45 " N89°03'43"W 100.00' N89°03'43"W 142.00' N89°03'43"W 142.00' 65
<br /> 6 W 5
<br /> a N83°25'16"W N84°37'25"W 72'59 66.00' 62.00' 62.00' 62.00' 62.00' 9) SEE SHEET 2 FOR LOT AREAS.
<br /> CN LO 4 o 10 PUE-�''I I I 62.00' )
<br /> 10 SEE SHEET 2 FOR BASIS OF BEARINGS AND REFERENCES.
<br /> (� o j M w 3 W-00 2 w I I I 11-10 PUE w 11) LOT LINES WITH WITNESS CORNERS ARE DIMENSIONED FROM LOT CORNER TO LOT CORNER.
<br /> OIVo� �, _ �1 w to I al w W W w
<br /> L=6 z �� I� �I 98 0 97 0 _ 96 95 0 94 93 92 LEGEND
<br /> 11 II �� o i'n rn rn p o ,`O o co cn o in
<br /> S8 Q7 2.33 4 0� 4-i o z 10' PUE o w o f b o o 0R
<br /> =00° _ N I I SEE NOTE 8 o 0 0 o
<br /> CJ cr'v 8=3686' ==04001$331, 8 ' v� �I 1 I o ^ `� z z
<br /> Q g FOUND SECTION CORNER, AS DESCRIBED
<br /> 8_3661' p= ° " A L=259.99, za��53 9' L=67.16 L-64.73'_ 25' 25' I z Z Z Z -®- FOUND 3/4"" IRON PIN W/CAP, LS 7520 PER (R-1) OR AS NOTED
<br /> -04-04 49 L=260.71' M-M -__ 10' PUE _ _ - - FOUND 3/4 IRON PIN W/CAP LS 7520 PER (R-4)
<br /> 0 106 � _ _ _ _ _ _ _ __ _
<br /> ,
<br /> O N - -- _ 7 �N N07�4L554"E R R=2475' Q p 117 57 7 L-�-01°29'55" ��ho���I ��o�� 52.87' 62.00'- - 62.00' _ _ 62.00' 62.00' - 62.00'-- - - - -O- SET 3/4 X 30" IRON PIN STAMPED P.L.S. 5412
<br /> �-� -228.91 '� °�
<br /> w ~ � -� - 00, R=X500' IN MONUMENT WELL PER CITY DWG. N0. 122
<br /> �' R-3661 a_
<br /> -A-06°11'44" L=270.33' M-M ��� 32 36,,E °" CYPRESS RUN DRIVE ® FD. N.G,S. BRASS DISK IN CONCRETE CYLINDER
<br /> 32 07" 'n
<br /> N07°31_25_E R L=34.20' M M - - _ N89°03'43"W 546.21' M-M `�'
<br /> o� D� ^ U 8=2525' A=06035'0N01°36_10"E(R) " - - - - - - - - /�_.� /"
<br /> V -0- SET 3 4" X 18" IRON PIPE TAGGED RLS. 5412
<br /> RESTR1CTEp �'+ .��� ��� ��°c a_01020'07" °21,0 „ 8 L=290.22' R=2500 0=00°39 53 L=29.01 M-M N89°03' N 30 SET 3/4 X 18" IRON PIPE TAGGED P.L.S. 5412
<br /> ACCESS 36' �I� �`L=58.84 4=-°L ? a=01°21'01" 43 W 997.20 _ AT ALL REAR LOT CORNERS UNLESS OTHERWISE NOTED
<br /> 4 , ,�, L=59 52, _�=01°21'02" =01°11'56" 60.00' 60.00' 60.00' 60.00' 60.00' _ _ 60.00'_ _ D- ANGLE POINT
<br /> L=59.51 _ �' BNDY. BOUNDARY
<br /> 100 99 w o 36 10' PUE 1 a ' L=59.52' L=52.83' - - - - - - -- 10' PUE -' - -
<br /> EXIST. RESTRICTED N cr 10 PUE
<br /> ACCESS, P ..�+ �� R 197 ,� 196 -ww w _ w 6.63' w w �, w w w w (R) RADIAL BEARING
<br /> f "
<br /> PER (R'4) W o 36' 36 4_00°14 43 o�, o� o o� 195 0 194 50 Q 193 0 192 191 �, �; 190 0 189 Q 188 187 a 186 M-PL MONUMENT TO MONUMENT DISTANCE
<br /> ZI 18,61, I o _�� o -- o N o 0 0 o Ln oo ;° o 0 0 o a o o MONUMENT TO PROPERTY LINE
<br /> z`�'II "' ^ z z o `- z z o 0 o z P.U.E. PUBLIC UTILITY EASEMENT
<br /> R=3536' 4=pg°08'57 L=564,64,01°48'16" L=111.36' z ©� z(z / Z z W.L.E. WATERLINE EASEMENT
<br /> (TOTAL) 3' W.C. TYP. LOTS 196& 197 W.C. WITNESS CORNER
<br /> -�'-_ ( ) CITY OF S70CK70N
<br /> _ ---- _ 0 "' �NO$°09`55�( t 114.02'__ -61-32' _ 61.95'- ` 61.56' __ 60.00' _- 60.00' _60_.00'�� - 60.0_0' __60.00' - 60.00 -- _ S.J.C.R. SAN JOAQUIN COUNTY RECORDS
<br /> WHI 211 �, o R 3536 - `- O.R. OFFICIAL RECORDS
<br /> ST - -___ � " -N89 04 06 W 1404.
<br /> LER _ --N3____ os w , _ 89 BNDY.
<br /> 'WAY 8-3500' _.._.?8.06 A-00°00 44 CITY LIMIT LINE R.S. RECORD OF SURVEY, S.J.C.R.
<br /> c, 4`02°444'59" L=18�_ ` L=0.75' ' DESIGNATED REMAINDER' , BOOK 22 P.M. 62 SAN JOAQUIN COUNTY
<br /> .._ 4_00°54'09"L=55 68, a [,-(R-1)] RECORD DATA & REFERENCE
<br /> =3464' --`o -----_ 5 SEE DETAIL THIS SHEET I.N. INSTRUMENT NUMBER, S.J.C.R.
<br /> CI 6`09 08 57" -5� --._.,__ '� 3, 196 195 P.M. PARCEL MAP, S.J.C.R.
<br /> >Y LIMIT LINE 53.14 BNDY N 10000 46 E R) 72.00 BNDY. Q w c. � � r M.&P. MAPS & PLATS, S.J.C.R.
<br /> ��• LOTS 194197 0 R=3536'
<br /> n
<br /> N10° " - ' ' - ' RELINQUISHMENT OF ACCESS RIGHTS PER 22 P.M 62
<br /> __0 a- A-00°00 44 L-0.7
<br /> • 2
<br /> COORDINATE LIST, CENTERLINE MONUMENTS � - _E� o
<br /> CALIFORNIA COORDINATE SYSTEM, 83, ZONE 3 9 R-3536' ° z �N 10°00'46"(R) XXXXXXXXXXX RESTRICTED ACCESS PER THIS MAP
<br /> POINT NORTHING EASTING POINT NORTHING EASTING 401 50'51"1=114 0' -20 _ 61.32' _ --- -�---- BOUNDARY LINE
<br /> 4 2205141.615 6322894.221 20 2205558.977 6322954.969 IjSTLER N89004'06"W LOT LINE
<br /> 5 2205116.391 6323060.262 21 2205690.486 6323223.946 1 _ _"WA Y 1404.89' BNDY. - MONUMENT LINE
<br /> 6 2205296.815 6322948.473 22 2205686.514 6323490.902 EASEMENT LINE
<br /> - - -
<br /> 7 2205301.299 6322914.576 23 2205536.539 6323488.665 x
<br /> -- _ � ^'
<br /> 8 2205325.026 6322655.012 24 2205682.289 6323774.855 R-3464 o N10000WE(R) 0' 30' 60' 120' - - - - SECTION UNE
<br /> 16 2205714.060 6322721.272 30 2205265.089 6323792.853 L 553 4;A,,09°08'5 r ,� 72.00' BNDY.
<br /> 17 2205699.831 6322858.509 31 2205274.031 6323246.746 BNDY
<br /> 18 2205694.611 6322946.752 32 2205274.674 6323217.751 DETAIL 8 r 0 in A wd&
<br /> CITY LIMIT LINE MACKAY a 0
<br /> 19 2205694.458 6322956.990 CIVIL ENGINEERINGel1�ND PtANNINGeLAND SURVEYING
<br /> 5142B FRANKLIN DR., PLEASANTON, C.A. 94588 (925) 225-0690 •
<br /> 8-06-2002 14:01:10 lil h P: 19207 FM FM04.dw (D,D, SHEET N O, 2 9 B) NTS SHEET 4 OF 5 19207-01
<br /> 3-To 349 C
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