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<br /> /gyp of BcE�HLE at-LEf� R�2 TQ�STL�j
<br /> TO 3000 CFS DESIGN SECTION JErt-EP50u sr, )AIP E<15rW1f7-
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<br /> MAY BE "W6 D Tb 1AJ 5U C
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<br /> 155- 11 -01 3
<br /> 55 -- 1 -3 ,
<br /> Z - R-1291.24
<br /> R-56369" L= x.59'
<br /> R =711 ' L= 7516" 0= 0"44' 10"
<br /> N, ' _ L- 71J '
<br /> 582.1 =e9'7't2" R = 1291, 24' p=7° 38' 23''
<br /> N 7 E- CH-573-53'20'E,ro402 L=428.64' CH= N 5 24' 11"W j CH S79'14'S6'W, 1659'
<br /> R = 930_0zl- 19 01 12 75.11 -_ -----0071 I AC
<br /> CH-S6922'15 " W 421x6$' ,
<br /> Lu L - 103.79, 0
<br /> JEFFEF�SO
<br /> BQB' R-746.66 o p= 60'23' 39
<br /> Q, C0 L-221.35 R 930.0 .0 OH- S 630 03 wi R_ 1221.24' _ 5r r,� �_ _-
<br /> 03 �= 16'59pC!9" w 155- 1 1 -02 L= 428.92 09810AC L 8$953 _ W
<br /> CO N CH-5 84 1 112 W,220.55 D 26'25' 29" . Z = 41 44'�00,� , 3 �- \ S 7
<br /> w - c4S79 28 02"W,425.12 N N E >� CH= N 80 43 39 E�87aQD
<br /> z - C N A -N 1°35 00 w5- 14-01
<br /> = R-67rj.66� - ------ ' _ - 35.45' 42. 1 ' I 9'E - z
<br /> _ S �5
<br /> _ L-203.42' \� _ _ - - - - - �� 2 ' - 33.85'
<br /> � d= R'13'2$" ____ ------ a 1?6. ��� N 77'40' 00"E 34645' 23 , _
<br /> i,�> I,I 265 AC _ _d" r �., �,�, i I I g8-
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<br /> M O R M O
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<br /> 3-32-50 ' - -� 55 �
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<br /> N _ N -
<br /> g , ~-___�-- -- -- - _ � 9a o R - 1151,24' � �5e'� � o� - '�-Ex�sr. Eco R = I 1.24 �
<br /> _ -- rower L= 392.76
<br /> _ ?-21, 1 -�� I � ,.Q.6783 AC - � i-- ,��.e0 N 17 47 00 W (� �
<br /> N =��__,___ _---$ R= 1000.0 r _ L 382.93 Y "
<br /> o L= 572.80' �' �/ s 6j`�0, D - 19003' 28 3194 155. 12 2 '--�19 050 "
<br /> 2 �3QC7 2945 AC 0.7065AC = o ;'�-0 CH = N69'23' 23 E,38 .16CH S88-V' 46 E, 390.�
<br /> \ D 32 49 CB S�°4,9 IJ,Gl.o
<br /> 311 R z 60666 CH=N 76° 16' 13"E,505• /`� - ) -
<br /> EXIST BOX � R� 1070.0
<br /> L= 162.38' CULVERT
<br /> = 7' 13' 28" - Lv 132.41' "155- 12
<br /> >.. �. �- _ �� 1 - R _ - - A- 7' 05 ' 25" 5 -
<br /> Q o CH N 84 `�3-E, 181.69 - , _ ` 1070 0, _ �'a° `� CH= N 63" 24' 21 ' E, 13233 91.Sa, w R 1151-24 '
<br /> �_ L -331.56 - -, I'd L= 32.50
<br /> 127.17' t - - - -- S-B 5-s,� -- 17'45` 16" ���2�g5�4 -� w�
<br /> cQ
<br /> !� 1'37' 02" ,
<br /> Z s9ao CH-N 75049'42" E, 330.24'
<br /> � R= 1070.0' �.. � CH= N 79'43' 36"E,3249
<br /> L- 148.92 W 0.020 AC
<br /> ....! 11 - Moir 0
<br /> 0GNAN1��- J
<br /> = 7 58 27 Gt000l�AY'
<br /> EM�N1
<br /> CH- S88'41 '33 E, 14880 155- 11 -06
<br /> uu
<br /> Ln Lal 4' _
<br /> w PARCEL 2 g PARCEL 4 PARCEL 6 .� W 155- 14-05
<br /> N 3 � cot
<br /> Z 'g -� �� 30
<br /> -- PROPOSED PARCEL MAP-
<br /> N c6 Q-
<br /> LINES Z
<br /> I
<br /> / _ 330' � 250'
<br /> S 7 `00'W
<br /> 155- 12-07 8 eo' i 331.34'_ -
<br /> �, s 76' 00'W
<br /> MORMON CHANNEL STUDY
<br /> Z
<br /> RIGHT-OF-WAY MAP
<br /> DEPARTMENT OF PUILIC WORKS
<br /> SCALE KJELDSEN , SINNOCK & ASSOCIATES , INC CITY OF STOCKTON, CALIFORNIA
<br /> nu. .1.0r. by dnu.nplwnSHEET N0.
<br /> O, 50, 100, 200' C O N S U L T I N G C I V I L E N G I N E E R S SCALE 1 '-50' APPROVED BY: DATE
<br /> Q AL G C DESIGNED BY P Ci ��s9
<br /> 1117 W. FREMONT STREET Z(oSoG DRAWN BY J Of 1115SHEETS
<br /> _ STOCKTON . CALIFORNIA CHECKED BY u 101 NO.
<br /> 1209) 946 •0268 AppT-rd '- CITY ON
<br /> RECORD DWGS. iTOCKTON. CALIF.CL
<br /> 1
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