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WESTON RANCH, Z
<br /> Q
<br /> TRACT N0. 2646
<br /> UNIT NO, 23
<br /> WW
<br /> SUBDIVISIONS OF SAN JQAQUIN CO
<br /> UW
<br /> z LINTY
<br /> WESTON RANCH, �
<br /> - U I \ 44 / RA
<br /> 23 22 12 1 __ 11 137 69 �' M.Nl7" N0.& P. 31-96 12 52 \ a5 43--- - /
<br /> 67 - --{ -- / NO.
<br /> 19
<br /> 1 STREET i i____ 136 I ` 1--_ 65 51 as /
<br /> I ,,
<br /> 10 __ �_ - �' � �qUo / �
<br /> 42 / TNG A SUBOMSJDN OFA PORTION OF
<br /> I \ i F - 1 63 4 / ��, / SECTIONS 21, 22, 27 AND 28,
<br /> 1 I I a I g s j i / 47 T. 1 N., R. 6 E., M. D. B. do
<br /> WESTON NCH,
<br /> A
<br /> 1 a � 5 �' 6 i i I \ 135 � i 134 r � t ,.__,, �.. 0 50 / � ?.. � Q \ 41 �
<br /> 3 i 1 - -- -- - 133 132 T CITY OF STOCKTON,
<br /> 2 1. _�. __ - N o�°D�" " ( 131 r / 49 / c-4' 7 Si4l�' JQAQU/N CO
<br /> WESTON - _ 1° __£ _R_ _1 130 7 sl / aB �� ao / LINTY, CALIFORN14
<br /> R��YN - - 1 ��, 1, ` ,1' ,' 129 ,' THOMPSON HYSELL ENGINEERS
<br /> CA - _ N 7,�°38 24-� _ �� �,_,` � 123 / � - � 39 / �
<br /> E O t, 1016 12th STREET MODESTO, CALIFORNIA
<br /> � (/ ' l
<br /> 33
<br /> 12s MAY, 1996
<br /> 3 F �v /
<br /> 125 ,J
<br /> ,o g 1 , I 1 1- 1 1 1 �� '� 1 2 ��c�s�`'r�� ; c1 ti �� J__ NOTES
<br /> 1 L__ .
<br /> Clft'CLf N 27°35'29" N • h N 2 Op;r / > 1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED.
<br /> 60 � a
<br /> VIRNER 16.44' 09°52. SOp<<'9-� / 2. A 10' PUBLIC UTILITY EASEMENT HAS BEEN DEDICATED
<br /> 1 So O,5 F (� 6 0 �9 �\ 7 / ALONG ALL STREETS AS SHOW,^J ON THIS MAP.
<br /> % -- I r --�-_ _ •• p ) 6 op, .,\ / / 3. SEI A 5'6" WITNESS CORNER, ON L OT LINE PROJECTION
<br /> �QN I I I I i %• 1 �� GOO 7 y9J" S �\ ..� / FOR LOT CORNERS fACING A ROADWAY. (CHISELED "t"
<br /> GCSR _ 1 i 43 1 as 1 4.5" 1 as �� Q
<br /> < f IN CONCRETE SIDEWALK.)
<br /> 47 � �s
<br /> a1 �/ a o •9y- ���,� �'� 4. EACH LOT SIfALL BE DESIGNED AND MA; JA/NcD To PROV,`DE
<br /> i I N ° i ° 0 47
<br /> \ \ a0 I (" i - 84 39 09 W°' 46 �" '/�/ 9 �h� `f PROPER DRAINAGE WITHOUT CAUSING SOIL EROSION OR
<br /> \ 3-9 WES7aN RANCH, _ l . 1b4.Ho' � 45 �jQ DRAMdING ONTO ADJACENT PROPERTY ALL LOTS ARE TO
<br /> 44 �� 10 /��� h� DRAIN FROM REAR TO FRONT UNLESS OTHERWISE SHOWN.
<br /> 3a � �� � UNIT No. 17 ,o�aa i • ,.- ,-
<br /> v o'er - �.;�r.t���- .�- -
<br /> M. & P. '„�, -9� 43 1 1 \ 5. THIS MAP REFERS TO APPROVED TENTATIVE MAP TM19-88.
<br /> a o� 35
<br /> 36
<br /> �� 6. ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RE-CORDS
<br /> 3a \ 33 ` ` 37 42 C��P / �`'�:Sp! AND BOOK OR VOLUME PRECL DES PAGE.
<br /> 34 38
<br /> - — 1 39 14
<br /> 6� LEGEND
<br /> GoUR `'S
<br /> T 40 °
<br /> - ---- / opy,. SCALE 1" = 100' ,
<br /> i GRE o O�r Th/p
<br /> 30 -
<br /> 41 15 15 -------- -- -�� FOUND AND ACC[F TL D J14" IRON PIPE TAGGE-D
<br /> \ °° ' 33 'T�Ch/T L.S. 487a(R 1) IN MONUMENT WELL UNLESS NOTE i) OTHERW;SE
<br /> \o C ° 12 mho
<br /> FD. CITY OF STOCKTON CONTROL MONUMENT 2 1/2" BP,4SS
<br /> i \ \ 29 -'r 6 l' / `� DISC IN MONUM N'T WELL, STAMPED AS NOTED R3
<br /> 2C>/ / 27 / /\ \ 28 \ ' 32 5 F S to 16 6s�o�d%` ° / �� - �- FOUND AND ACCL PTE_D 314" IRON PIPE TAGGED1111 )
<br /> • _ 9 L.S. 4876(R4) IN MONUMENT WELL UNI ESS NOTED OTHERWISE
<br /> 21 / i / 26 / \ ' N B2° x'24 °�..�3D 29 28 177 SE7 3/4"X 30" IRON PIPE' TAGGED L.S. 4876
<br /> 42 T 8 W IN MONUMENT WELL
<br /> \ \ / 22 / / ���, � 25 / >/ 57.00' � / --<>-. SET PIPE -
<br /> N 740J9'12" W 104.40' '�. ° 27
<br /> 18 3/4 X 30 IRON P f E TAGGED L.S. 4876
<br /> 23
<br /> N 64054'12" W �, / j SET 1/2" X 30" IRON PIPE TAGGED L.S. 4876 AT ALL
<br /> \ / / / O I REAR LOT CORNERS UNLESS OTHERWISE NOTED
<br /> 26 19
<br /> 1.N. W.C.33055337 ���� ;��; 3' -
<br /> 2a � °� �T- WITNESS CORNER. SET 112,1 X 30" IRON PIPE TAGGED
<br /> 1 25 20 a°'���' Y L.S. 4876, AT OFFSET DISTANCE NOTED.
<br /> �c,
<br /> ��, / do I.N. 8305 5333 ----------
<br /> QZONN-21153 35. ]CALIF. COORD/NATES -83
<br /> E 3
<br /> R,113, 30—77 ° 24 �o, 21 [E_6 327,_497.2 31l(CENTERLINE & CONTROL MONUMENTS)
<br /> 6pa Op °
<br /> q S.J.C.R. SAN JOAQUIN COUNTY RECORJ)D)
<br /> ° '� 22 0.R. OFFICIAL RECORDS
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<br /> OAC. ° I R.S. RE-CORD OF SURVEY
<br /> I.N. INSTRUMENT NU,VBE R
<br /> Q� �L
<br /> /s, 23 (R) RADLAL BEARING
<br /> 6p° ,
<br /> o M.
<br /> P., I PARCEL ,t�IP
<br /> M.&P. MAPS AND PLATS
<br /> S
<br /> (M) MEASURED ON THIS SURV[Y
<br /> w.C. W/T NE SS CORNER
<br /> CURVE DATA
<br /> P.U.E. PUBLIC UTILITY EASEMENT
<br /> __
<br /> ? CURVE TABL F REFERENCE-
<br /> _DELTA fZADIUS L ENCTH CHORD TANGENT CH. BEARING
<br /> 1 0201J'14" 1450.00 56.20 56. 19 28. 10 N 80 4- __ W 0 CENTERLINE COORDINATE REFERENCE
<br /> 2 16°53'51" 1450 DO' 4273' 426 09' 215.38' N 73°27'44„_w SUBDIVISION SUMMARY
<br /> 3 14°40'37” 1398 00' 358. 1,2' 357 14' _180.04 N 21 07 W I RESTRICTED ACCESS
<br /> `'o 0� 1247:��� 0°128 W. . 0 .
<br /> 47 LOTS - 6.61 A.C, REFERENCES
<br /> STREET R\ W _ 1.92 A.C.
<br /> TOTAL (UNIT 19) = 8.53 A.C. (GROSS) R f RECORD PER: WE S ION RANCH UNIT N0. 12, M.& P. 31- 96, S.J.C.R.
<br /> f R2) RECORD PER: BOOK 30 OF SURVEYS, PAGE 77 S.J.C.R.
<br /> (R3) RECORD PE-R: BOOK 3.3 01 SURVEYS, PAG
<br /> F_ 20, S.J.C-R.
<br /> P:\ 143?38\UNIT 19BU.DWG 6/13/96 D.D. SHET7 N0. 34
<br /> (R4) RECORD PER. WESTON RANCH, UNIT NO. 17, A4.& P.V_-.-3, S.J.C.R.
<br /> SHEET 4 OF 6
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