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<br /> "5*6
<br /> "DESIGNATED REMAINDER" LINE DATA: TRACT N0. 2892
<br /> CENTERLINE COORDINATES �\ 30 1 31 I 32 16.22 AC. LINE BEARING DISTANCE REFERENCE SUBDIVISIONS OF SAN JOAQUIN COUNTY
<br /> \ 1 I CALCULATED TO L0F LINE 1 N 69°35'10" E 37.38' M R1
<br /> N=2156366.665 N=2156507.213 °20'32" E I i i 2 N 72°15'22" E 62.68' R1 CR�E�
<br /> N88 ° , " ' M R1 JOHN1`10E
<br /> EK
<br /> r .�®-•••• ,j N 69 32 05 f 50.06 LITTLE
<br /> U E=6350354.393 E=6350330.398 , R 1 I U7 _.....
<br /> ®-
<br /> 7 \ 101.80(M)( ) .....� '- •---- 2.00' PACIFIC BELL EASEMENT 5 N 17044J8" W 39.27' M R1
<br /> N=2156423.106 Q N=2156656.113 •
<br /> 2 a =6350807691 �- � '� ,_•..:/ �"'••28.64' t� � ,••••;z•••• t.N• 99004201 7 N 88°34'40" f 61.80� M R1 UNIT£ 6350350.134 E 23.16 31
<br /> // 3 28 N 8 32 50 E 51.80fA
<br /> 6 w ,a •� ,� 1, ��"° 29 N 86"3 100 £ 51.80 REMAINDERN=2156480.483 N=2156991.085 ,4 0 �'1 "�/E-6350338.951 E=6350700.505 1`- � v` " "DESIGNATEDN o$1 ° //� ��` 37N4453 03 E 31.72 A SUBDIVISION OF A PORTION OF THE
<br /> 77 28 Z 27 �1 �ti/ �' ° , r
<br /> ti /�, 38 N 55 17 36 W 30.91 (M) UNIT 1 MAPS & PLATS
<br /> �i -, 26 3s -14--28028'51" E 18.12 AS SHOWN ON LITTLE JOHN CREEK, ,
<br /> - ' 10' PUE ? ; -, 40 N 62°32'06" W 18.32 M PAGE 19 SAN JOAQUIN COUNTY RECORDS, I
<br /> �� = I � �- -- N s , / 2.00 +p4 , BOOK 33, ,
<br /> SCALE 1 60 a��, °46 \ �' '
<br /> 41 N 17°44 38 w 28.07 M L Y/NG /N SECTION 48 OF THE C.M. WEBER GRANT,
<br /> t E _42_ N 27°27 54 E 18.45 M F STOCKTON
<br /> '2°t5�2 \ 43 N 62°32'06" W 18.3 M CITY 0 , I
<br /> 29 N 78 2 "' SAN JOAQUIN COUNTY, CALIFORNIA
<br /> .., 44 N 04 18 54 W 42.00 M
<br /> \ - Z S_60_0161081 19 ® 25 $ Z r 45 N 04 018'54" w 14.60M THOMPSON - HYSELL ENGINEERS
<br /> -11:. �` (R� W E' 8°23'0 2'E(E ' I �
<br /> J L V Q 75°50'32 2 �2�,52 LOT AREA DATA: STD CALIFORNIA
<br /> N 79.18 18 ® ' N 00.00 0 15 `�, cor s . FT. tar so. FT. L T So. FT. 1016 12th STREET MODE ,
<br /> \ o '6 ' � 20 645333 5000 JUNE, 1998
<br /> `30 `"ALL 24 0"' 21 5000 34 5000 46 5002
<br /> ' r- 3°'......' ,\ 25�\ o\ ,r E l `R 35 5951
<br /> _W7 000
<br /> J J \ --A ' o o �2 5' , 2" E 25 °15'22 z 36 5000 0
<br /> 5'X72°15 2 1 to N 72 p0' o Lh 4 5039 37 5000 49 5000
<br /> 100°° \Q rn '0°. 25 5130 3_8 5x00 50 5000 LEGEND:
<br /> LOT DIMENSIONS
<br /> \� \o z \ 23 w 26 6319 39 5000 51 5000
<br /> ,, E �� 27 7750_ 40 5000 52 5000
<br /> o\ 015'22 28 12035 41 5953 53 5000 FD. 314" IRON PIPE TAGGED L.S. 4876 PER (R1)
<br /> o 2 \ o \�A o N 72 , cr 6 f 90 -42 151-42 54 5000 25' X 85' UNLESS NOTED OTHERWISE
<br /> 7e`1500 0 a 7p \ 100.00 0 7 0 5343 43_ 0055 5000_ TEMPORARY --Q- FOUND MONUMENT IN MONUMENT WELL.
<br /> 100 \ ` gi - TURNAROUND 31 5001 4474 56 5000 ACCEPTED AS NOTED
<br /> 32 \� �, �,\ 22 1a ' 32 5000 --o- SET 3/4" x 3o" IRON PIPE TAGGED L.S. 4876
<br /> r__!! 'r o , 2'' E N` -oQ- SET 3/4" x 30" IRON PIPE TAGGED L.S. 4876
<br /> J ♦j J °15+22 `a o\ 72°15 2 , n IN MONUMENT WELL.
<br /> 72 pp' \o \ N 100 00 00 a '�p� ,.. -�1- FD. CITY OF STOCKTON CONTROL MONUMENT AS NOTED
<br /> \ \ t°° \O N O_ i t / \
<br /> i \ P.U.E. PUBLIC UTILITY EASEMENT
<br /> \ � cr 21 ' S.J.C.R. SAN JOAQUIN COUNTY RECORDS
<br /> o\ ,, E CTS \ ,
<br /> r / �• " E c.` 122 25 , N=2187810.5.5 CALIF. COORDINATE SYSTEM-83, ZONE 3
<br /> / \ $ N 72°15'a�, \o O $� N 7200.00+ a, 19
<br /> 25, 392!89,/"f�� ,.....o =6337864.658
<br /> / \ 100
<br /> oo C - ' SET 1/2" x 24" IRON PIPE TAGGED L.S. 4876
<br /> FD. 3/4" IRON PIPE. / \ 20 c.+ yT'a '' AT ALL REAR LOT CORNERS, UNLESS NOTED OTHERWISE
<br /> TAGGED L.S. 487fi ' 34 \ ' - ' ' 3 W C
<br /> R1 \ / , (R1} p1+ ° ,22�' E `�\ + PSE �� 174 01 ' ......, WITNESS CORNER: SET 1/2" X 30" IRON PIPE TAGGED
<br /> \ � ) -� > ,\ / \ 5p 01 (M} 50 o N 72 t 5 \ \ \ o :10 _ °, E - L.S. 4876', AT OFFSET DISTANCE NOTED.
<br /> 040126,+ E
<br /> 250-01
<br /> 50,00'
<br /> 0 00 z o '°°°° \w 25' 87N 72°40 2250 pt' 1000 0't�22 0 L111/ INDICATES RESTRICTED ACCESS
<br /> 72 0 00 �o 25 43 + ; 'LN J \� O.R. OFFiC/AL RECORDS
<br /> Op' S 'Z 36 $ °0 35 0, PDE"...... j 142.9' ' \ I.N. INSTRUMENT NUMBER
<br /> 1 \ ,J '1/'" 5°. Z o 37 0 " *S.
<br /> S. :.. , 4�2 \ i - 1 g C:.._...` (R) RADIAL. BEARING
<br /> ' WA N . 00+ $ o 6 91 -.: N i t Ok.B 5�0� Z \ \ 3 W - --- CITY LIMITS LINE
<br /> �N 5° z 38 _lot �� 86.9
<br /> ", o pp + p�E \ �jS \ C.N.E.L. COMMUNITY NOISE EOUNALENT LEVEL
<br /> Ad S N o ~'" ' -..' z $ $ 'E ,p 1 i 50. A 0 �J 7 \ \ ^' M.�P. MAPS AND PLATS
<br /> Z /� -� 0 39 $ w 50• 000 $ R.S. RECORD OF SURVEY
<br /> 22 R1) �......�$ _ i 50'0° _� 56 " wP \ ��l... (M) MEASURED
<br /> \ \ S Z m N 72 00 OU
<br /> �M}t $ g' X50 O0I 424.01 ' 72°401 26,I pp ''S° ' Z SJR �-, co'' * .3i W \ 1 I / t�2 CURVE TABLE REFERENCE
<br /> \ \ O \ \ 41 ' 50'0°' °40'26j1 E 0.011 °40'261' E OOi� 5°' ' ? 54 > S ,. EMAiNDER / ' ' 1..:'o O2 UNE TABLE REFERENCE ENCS
<br /> -,...... \
<br /> \ i` iz w , 72 50 72 5� $ g = p0 pp R 2 ® CENTERLINE COORDINATE REFER
<br /> \ 25 *\ 50 p0 N N z 53 $ �� W.C:..� 50• 12 A / �'
<br /> 5 E........... 00cg
<br /> FO. 3/4" IRON PIN O i \ o c5b .10' pU AI 5�.=y z -� `a - - 00� /
<br /> TAGGED R.C.E. 8189 l' pg Q'`i _ 0 52 7 5 ATEA - --
<br /> (R1)(R2) .......1•.. 1 1p� DUE \ } �� NG r ' " 5� wa_ W.C�..� 50 °1 oE I i /-
<br /> � -
<br /> 42 \fi w ° N..� 49 50, 7Z. -, �, 50 i 5°°° 936'72 ,, E AND 12 0i / CURVE DATA:
<br /> 0. 1 g i
<br /> o °15'2 E (�,� S P� `�' 48 49 gi w* o ' W�'�•� 50.0°r 11 E ' '936 ,................L p LINE/
<br /> 72 pt' \o V - N 52 40, 10 47 �`aa $ _ _ 3 °0° 2°40 26 DEE�, DRIVE) CURVE DELTA RADIUS LENGTH CHORD TANGENT CH. BEARING
<br /> p• o ......r �,, , z +, o N �,, T' S N 7 „ E IAL 3 10 04 57 958.00 168.58 168.36 84.51 N 7 42 54 £
<br /> 100
<br /> ° \gi 91�� ,v� o �'= $ '= ' 0 0'26 �� I�STR 4 4°14'38" 958.00 70.96 70.94 35.50 S 89 1 S 11 E
<br /> 49y.• Z �-- 46 � ,1 w �,, w��N C;.. 0 QO `8 N 72 4 / IND , 1'
<br /> 43 \ = 3�9' �� �, _a� ,,� 3 W 1 / R/�'I 5 2"56 24 958.00 49.16 49.15' 24.58' N 8 09 18 E
<br /> o - °17'16 W ,a V-' tD _ 10 6.6 _
<br /> 22 S74____-� a a �,, t o 1 50 126 / (FUTURE 6 °55'4 " 958.00' 48.97 48.96' 24.49 N 84 13 14 E
<br /> z "� °t 5 0 �' ` (R)45 N `D ��A `'= ��^ /''� 4 72 7 ^' 7 20x11 42 958.00 337 67' 335.92 170.60' S 82"42'17" W
<br /> N 72'0° 18771 14 rn 15 3' W.C•' ': v-. 'n g ...... °40.26" E '' / �� NE pF IAL DRIVE 8 3°08'56" 958.00 52.65 52.6 ' 26.33 N 7801108 £
<br /> LI TR 9 3 0 f 22 958.00 _5k54' 50.54 25.28' N 75 05 59 E
<br /> L 44 1l r o 4144"�(R] .� ; a '� 5 72 �'� DEN R IND0 10 0 5452 958;0_0 _15.29 -15.29 7.65 N 73 0752
<br /> Ln `" S_83 48_16 Wl�-, 25' 25 N84 ?___ ` i N RE _
<br /> _ 0 3' W.C. 0 8 40 �' �'- +" / �� NOTES: 11 19017'32" 1000.00' 336.72 335. 3 7 69.97` N 82=19,2 E
<br /> 12 13 00 40 1000.00 _22_7.& 226.60 -T14.04 N 7 '10'4_6'_E
<br /> -- - \ 45 Q' ° `V 1`�'/ 30.00' WIDE STREET RIGHT-OF-WAY 1 ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED. ,
<br /> ;. <,. P •._ -' - 6 I110-1. TO THE CITY OF STOCKTON , 13 66*16 52 1000.00 109.63 iD9.57' 54.87 N 88 49 I I E
<br /> 1 0 2. A 10 PUBLIC U77UTY EASEMENT HAS BEEN DEDICATED 14 11 3254 225.00 45.35' 45.27 22.75` __§_l 1 58�E
<br /> �' ..• Q 4 O � ` 12 f wo BY l.N. 99020542 ALONG ALL STREETS AS SHOWN ON THIS MAP ° + + ► '
<br /> 15 f 0 07 28 275.00 48.59 48.53 24.35 S 10639'00" E
<br /> ' 3. SETA 5.5' WITNESS CORNER. ON LOT UNE PROJECTION 16 39°21'30" 50.00' 34.35' 33.68 17.88 N3 w
<br /> _ - - sr. J1 25
<br /> RL - -,�I- - _T �-'- , - ' 24.00' WIDE STREET RIGHT-OF-WAY
<br /> °5 +08 � a,�I o' _ �.F'1,-" �'' TO THE CITY OF STOCKTON FOR LOT CORNERS FACING A ROADWAY. (CHISELED "+" 17 258°43'00" 47.00 212.23 72.68 57.30 S 72 - 22 W
<br /> 502, 2' N 1 _ _ 11 _ `J �' BY l.N. 97091768 IN CONCRETE• SIDEWALK.)
<br /> 18 2 22 16 47.00 22.45' 22.24 11.44 S 43 25 00 E
<br /> ���1�1. o - O!-- - r 4. EACH LOT SHALL BE DESIGNED, GRADED, AND MAINTAINED TO 19 51°12'41" 47.00' 42.01 40.62' 22.52' S 04'07'J I E
<br /> `5�/
<br /> REFERENCES: PROVIDE PROPER DRAINAGE WITHOUT CAUSING SOIL EROSION 20 48°45'45" 4700 40^00' 38.80 21.30 S 45 51 41 W
<br /> 1 OR DRAINING ONTO ADJACENT PROPERTY. ALL LOTS ARE TO 21 ¢8°45'451' 47.00' 40.00 38.80 21.30' M 85 22 34 W
<br /> -r`--�o�b%�- r- (R 1) RECORD PER: LITTLE JOHN CREEK, UNIT 1, M. R P. 33 - f9 DRAIN FROM REAR TO FRONT UNLESS OTHERWISE SHOWN. 22 48°45 45" 47.00' 40.00 38.80 21.30 N 36 36 49 W
<br /> (R2) RECORD PER: LITTLE JOHN CREEK, UNIT 3, M. 6r P. Ji - 112 5, THIS MAP REFERS TO APPROVED TENTATIVE MAP TM 10-91.
<br /> 23 33°50 48 47.00 27 77 27.36 14.30 N 04 41 28
<br /> (R3) RECORD PER. LITTLE JOHN CREEK, UNIT 2, M. 6c P. 3 J - 73
<br /> •••..'�...... ....... 6. EXISTING P.G. E. POLE UNE EASEMENT PER O.R. 1065-201, S.J.C.R., 24 .3§'62130 50.00 34.35' 33.68 17.88 S O1 56 07 W
<br /> (R4) RECORD PER: R.S. J3 20 /S TO BE ABANDONED BY SEPARATE INSTRUMENT SUBSEQUENT TO THE 25 13"254 4 250.00' 58.59' 58.46 29.43 N 11 01 4�6-" w
<br /> FD. 3/4" IRON PIN (R5) RECORD PER: R.S. 32 - 118 FILING FOR RECORD OF THIS FINAL MAP. 40 2 59 47 958.00 56 10' 50.09 25.05 S 81 15 2
<br /> TAGGED R.C.E. 14269 ALL REFERENCES ARE To SAN JOAQUIN COUNTY RECORDS AND
<br /> (R 1)(R2)(R.3)(R5) BOOK OR VOLUME PRECEDES PAGE NUMBER. 7 ESS CORNER ARE SFROM LO CORNER TO LOT CORNER.HOWN &ONG LOT LINES TMT �N A SHEET 4 OF 5
<br /> 1.1+CTON\ 133818\UN1T4\fm I.dwg
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