|
k..
<br /> CURVE DATA.' 33 23 c'
<br /> r
<br /> CURVE DELTA RADIUS LENGTH CHORD TANGENT CN. BEARING � \
<br /> TRACT N0. 2282
<br /> 1 O1 43'47" 1650.00' 49.81' 49.81' 24.91' S 60 3457" E (M)(R6) \ \ 12 SU OF SW J(, WIN (fff)o'
<br /> 2 01 12'40" 1045.00 22.09 22.09 11.04 13 N 26 34 14 E (M)(R 1) �.
<br /> 3 05001'56" 995.00 87.39 8736 43.72 N 48u39'29" E (M)(R1) �- \ CLE
<br /> 4 00 34 21 1650.00 16.49 16.49 8.24 S 40"J1`01"' E (+N�(P1) �`ra ` \ 14 EONER CSR
<br /> LINE DATA.• \ 15011,
<br /> GORDON N UNIT NO. 13
<br /> LINE DIREC77ON DISTANCE
<br /> 1 S 30016'57" W R 50.00' (M)(R6) �O \ \ 5�0`�(�• 93 ,I
<br /> 2 S 15'-15'20" E 18.21 (M)(R6) \�(�,A \ 6 1' \/ J 6 / �� 32 ' „ BE7NG A SU �►c�+ f �F A PORTION Nn F s
<br /> 3 S 74 035'48 W 18.51 (M)(R6) O� O�� $ P SCALE 1 100*' T. ' N. .TEV I N 28a
<br /> 4 S 28'48'05 W 50.01' (M)(R6) \ 7 ` 5 \ / / 17 , R. 6 E., m. D. a & m.,
<br /> 5 S 15024'12" E 18.26 (M)(R6)
<br /> 6 S 29 12'24" W 87.18' (M)(R6) \ \ � � �
<br /> CITY OF �NVI�VI�,
<br /> WE49TON NCHy
<br /> 7 S 8404852" E 18.06' (M)(R1) g�° \ \ a 4 \ 1 a/\� L SHIN "QUIN COUNTY, CAUFORNIA
<br /> THOMPSON-HYSELL ENGINEERS
<br /> 10 /s 2 / 20
<br /> 1016 12th STREET ,MODESTO, CAUFORN14
<br /> / 1 S 40°40'34" E
<br /> � ..x.55.1"M)(CALC.R1 do RS MUNE, 1997
<br /> 33 k1b
<br /> � 12 \ \ /�\ c^ k9 �flol��l •}.. � / 22 � ��'� NOS
<br /> 35
<br /> \ 32 \ ®l��0 S 44 01 9'41" �`� I.N. 33055337 1• ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED.
<br /> \ \ \ �0/ • 1 10.82'(Al)(R5) 2. A 10' PUBUC U77UTY EASEMENT HAS BEEN DEDICATED
<br /> 13 31 \ / \ \ 36 `�1 �� 5/��� 107 , 23 R.S. 30-77 ALONG ALL STREETS AS SHOWN ON THIS MAP.
<br /> \ \ • 11�
<br /> J. SET A 5'6" WITNESS CORNER, ON LOT LINE PROJECTION
<br /> 37 \ °a°�3� 3 `-� + s 24 hl FOR LOT CORNERS FACING A ROADWAY. (CHISELED
<br /> 14 l<1 30 \ ��+ �0 108 �+ IN CONCRETE SIDEWALK.)
<br /> \ 63 - `'�'= �,•�'�' 4. EACH LOT SHALL BE DESIGNED AND MAINTAINED TO PROVIDE
<br /> 5 �� ' 109 F °°,h�' PROPER DRAINAGE WITHOUT CAUSING SOIL EROSION OR
<br /> g \AJ rj �
<br /> 15 063a fit, DRAINING ONTO ADJACENT PRQPERTY. ALL LOTS ARE TO
<br /> 2 O� 2 ��'L°' '��0 64 + i h DRAIN FROM REAR TO FRONT UNLESS OTHERWISE SHOWN.
<br /> P• 3 39 0 \ �s 110 �`1 \ s� 5. THIS MAP REFERS TO APPROVED TENTATIVE MAP TM 19-88.
<br /> 23 `/ M �� \ 62 �= 65 `so 6. ALL REFERENCES ARE TO SAN,JOAOUIN COUNTY RECORDS
<br /> 40 �� h ,.\ 61 Aon,, 7. SEE BOOK
<br /> 6 FOROR LUME PRECEDES CURVE DATA, LOTAAREAS AND LINE DATA.
<br /> 27 66 111 �� sso
<br /> 16 '� 41 so y / ��� 67 0�' 0,- LEGEND
<br /> ./ � \ - ,�� / 59 / � J 112 \ F • FOUND AND ACCEPTED 314"' IRON PIPE TAGGED
<br /> 26 `4, 62 X942 53
<br /> 'g, / 5a / J�` 68 S�E 1 13 L.S. 4876(R1) UNLESS NOTED OTHERWISE
<br /> 26-- �, / / cJ y� -Co- FOUND AND ACCEPTED 3/4 IRON PIPE TAGGED
<br /> 17 \O ' S7 2s , 114 � p o, 7 L.S. 4876(R4) UNLESS NOTED OTHERWISE
<br /> �� 25 • Q h�° �G'Cq / ' Ao- 69 ,�O / -x- FOUND AND ACCEPTED 3/4" IRON PIPE TAGGED
<br /> \ ti 1 90 rS �0 / 56 / A y4o� J L.S. 4876(R5) UNLESS NOTED OTHERWISE
<br /> Oma, I i �r • �oOp- 43 / / / `y 70 0 / -- - N AND ACCEPTED 3 4" IRON PIPE TAGGED
<br /> 19F1 a O y �,�� S` / ti ® FOUND /
<br /> 24 J��` • 6o0 1 44 / / 55 / r'�6 1 h / 2 LS 4876(R6) UNLESS NOTED OTHERWISE
<br /> V 91 �" / `s6'- 1 �- FOUND AND ACCEPTED 3/4" IRON PIPE TAGGED
<br /> \ �9 e 145 7/ � 0'OG, / $4 / � �'�J�,f,� 72 2 L.S. 4876(R6) IN MONUMENT WELL UNLESS NOTED OTHERWISE
<br /> 2 \ 23 , 88 J + s c'90 �, • �' —�9— FD. CITY OF STOCKTON CONTROL MONUMENT, 2 1/2" BRASS
<br /> S2- •'` 92 s J9' 47 / 53 DISC IN MONUMENT WELL, STAMPED AS NOTED (R3)
<br /> / 20 22 ti � oo�,yJ�,f,�y / / i _ - 73 / -0- SET 314"X 30" IRON PIPE TAGGED LS. 4876
<br /> �• 89 J / 43 , 19 / IN MONUMENT WELL
<br /> 16 � `�'� 93 87 s 6 , / /' / 52 74 �1 -o- SET 314"X 30" IRON PIPE TAGGED L.S. 4876
<br /> 0-9 49 � /
<br /> 21 86 / / \ \ � 1� � , ' T SET 1/2" X 30" IRON PIPE TAGGED L.S. 4876 AT ALL
<br /> i 50 I REAR LOT CORNERS UNLESS OTHERWISE NO EO
<br /> 17 T 85 / 75 �� 20
<br /> 94 '� �h. �� / N�2 153 535.135 CALIF. COORDINATES-83, ZONE 3
<br /> 84 S 51 p.
<br /> ~ 15 A,6 4�� v 95 ,�� J - o v E-6 327 497.231 (CENTERLINE & CONTROL M01�UMENTS)
<br /> 13 14 5' �'��� 76 21 y
<br /> / J 39��V 96 83 S.J.C.R. SAN JaAOUlN COUNTY RECORDS
<br /> 82 '
<br /> J 2 97 77 22 �,/ O.R. OFFICIAL RECORDS
<br /> / S N 81 / `��� / R.S. RECORD OF SURVEY
<br /> °* / I.N. INSTRUMENT NUMBER
<br /> 98 SEE 80 ry� 23 y (R) RADIAL BEARING
<br /> 10 99
<br /> �� 78 h �` P.M. PARCEL MAP
<br /> / y6oc100
<br /> M.&P. MAPS AND PLATS
<br /> / g 8 A9- 100 / 79 24 y (M) MEASURED ON .THIS SURVEY
<br /> N
<br /> (, ' 7 *' 101 / `V~ ' �rJp. 1 j W.C. WITNESS CORNER
<br /> � A ' 7 / 6B� 102 25 y Nq 33-�5 P.U.E. PUBLIC UTILITY EASEMENT
<br /> \
<br /> 6 103 4 3 /' M' P CURVE TABLE REFERENCE
<br /> 1.N. 33055333 � �� P. 33 5' ' / 5 i J 104 � �6 / 14 LINE TABLE REFERENCE
<br /> U � / 0 M
<br /> R.5, 30--77 / 4 // / 105 A CENTERLINE COORDINATE REFERENCE
<br /> � \7 �
<br /> _REFERENCES
<br /> 3 / 2 / ` / 6 \ Za y SUBD/VIS/DN SUMA�IARY r CH UNIT N0. 15 M-& P. 32-106 S.J.C.R '
<br /> / / p / (R 1) RECORD PER. WESTON RANCH.
<br /> 52 LOTS 7. 18 AC. (R2) RECORD PER: BOOK 30 OF SURVEYS, PAGE 77, S.J.C.R.
<br /> / 1 29 STREET R\W 1.70 AC. (R3) RECORD PER. BOOK 33 OF SURVEYS, PACE 20, S.J.C.R.
<br /> / TOTAL UNIT NO. 13 8.88 AC. GROSS R4 RECORD PER. WESTON RANCH UNIT NO. 14 M.& A 33-11 S J.C.R.
<br /> (R5) RECORD PER: WESTON RANCH, UNIT NO. 17, M.& P. 32-93, S.J.C.R.
<br /> 52 (R6) RECORD PER. WESTON RANCH, UNIT NO. 11, A4.& A 33-15, S.J.C.R, V
<br /> S.J.C.R. �+
<br /> P.\143238\UNIT I JBD.DWG 7-15-97 D.D. SHEET NO.J4 SHEET 7 OF
<br />
|