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<br /> SEE DETAIL "C"-�
<br /> A.R. C. EL ilt IAP
<br /> FD. 3/4SHEET 2" IRON PIN (R 1)(R2) N 12°02'31"W
<br /> / I 21.49'(M)
<br /> N 67042'10" E 2005.74'(M) 2005.39 '_'(R 1) ,'
<br /> _ 1962.25' p = 05°45'59" s12°01'53"E --moo r_I S77°58%7,_w(R) s OF A PORTION OF SECTIONS 40 AND 41,
<br /> 39.
<br /> ' 33 (M)(R7)%; C.M. WEBER GRANT
<br /> R = 3067.00
<br /> S 12°57'10" E \ ��
<br /> T = 154.47' 199. 11'(R1)(R7) IN THE CITY OF STOCKTON,
<br /> CH 308.54 FD. STEEL
<br /> AXLE ( )( )( )
<br /> L =_308.67' 177.68 R 1 R2 R3 SAN JOAOUIN COUNTY, CALIFORNIA
<br /> - \
<br /> C.B.=S 14°54'53"E l HELD FOR EAST R/W LINE
<br /> •
<br /> R.S. 32 - 92
<br /> (M)(R7) ' IS720 12 F HOLMAN ROAD. THOMPSON-HYSELL ENGINEERS
<br /> FD. 3/4" IRON PINtR1) �o; r---- -- ---'--_"W(R
<br /> ---
<br /> W/CAP STAMPED
<br /> R.C.E. 14269I �---40.00' LINE DATA TABLE 1016 12th STREET MODESTD, CALIFORNIA
<br /> IDES/GNA TED REMA I NDER 'J APRIL, 1995
<br /> It LINE DIRECTION DISTANCE
<br /> (SURVEYED) CITY OF STOCKTON "� I 1 N77026'45"E 180.87' �'
<br /> 68.441 AC. EASEMENT FOR PUBLIC R/W o h 2 N79 29'55"E 135.31' NOTE;
<br /> AND P.U.E I `� 3 N81 14'26"E 133.03'
<br /> _ SEE SHEET 2 OF 3 FOR,NOTES AND REFERENCES
<br /> ^ I.N.940 i 2659 3 N N 4
<br /> N82 58'04"E 133.03'
<br /> I " 5 N84 045'31"E 142.811
<br /> o LAJ 6 N86 004'31"E 60.00'
<br /> 7 N87017'58--E 128.59' LEGEND:
<br /> o o
<br /> 8 S88 55'52"W 122.76'
<br /> c^\, I Z I N 9 S86 37'01"W 114.63' FOUND J14"' IRON PIPE, TAGGED R.C.E. 29547 PER (R 1)
<br /> �6oJ , = 20°14'42" �' ^ h 10 N85 08'39"E 122. 11' UNLESS OTHERWISE NOTED.
<br /> R = 1433.00' I I 11 N83 35'51"E 190. 18 j
<br /> �- ^ -�- SET 3/4" x 30" IRON PIPE TAGGED L.S. 4876
<br /> N72
<br /> T = 255.84' o1208 '� l2 N07 34'06"W 36.22'^
<br /> �- - -_ - E(Ri I 2_4013 N82 25'54"E 102.40' ® CITY OF STOCKTON SURVEY CONTROL MONUMENT PROPOSED FUTURE MARCH LANE L - 506 J4
<br /> 134' RIGHT-OF-WAY, CONFORMING CH = 503.71' 14 509 38'53"E 35.27' - - - CITY LIMIT LINE
<br /> -------------- - TO TM 16-90 `� ('6 C.B.=S07°40'31 "E ,\ I 15 N78 4341"T 264.09 C.B. CHORD BEARING
<br /> c� ' - __ SJ (M)(R7) v j 16 N76"20'55"E 196.82 S.J.C.R. SAN JOAQUIN COUNTY RECORDS
<br /> 17 N74000-'45 E 184.23
<br /> ------_ -_ `` FD. J14" IRON PIN(R2) I 18 N43 22'16"E 28.63' SFN SEARCHED, FOUND NOTHING
<br /> W/CAP STAMPED R.C.E. 14269 , 19 N00 14'44'E 193.46' R.S. RECORD OF SURVEY
<br /> 20 N84 041'23"W 98.01' I.N. INSTRUMENT NUMBER, S.J.C.R.
<br /> 21 N50 05'57"E 28.65' (R) RADIAL BEARING
<br /> S48015`0 1"W \ 22 S40 41'17"E 28.32'
<br /> � � (M) MEASURED DISTANCE
<br /> , F�PJ 28.68' 23 S63 28'44"E 29.69'
<br /> (65) `` '- ,` CE-SSC NO,V, `' - (M)(R7) \ �� 24 N68 36'10"E 274.69' ® SEE LINE TABLE DATA
<br /> -. /! 9, E9,SF�F-�'C�vS7�SO2 03 09 E • FD. STEEL AXLE 25 S68 36'10"W 382.05'
<br /> 3 0 ® © �81)7FNT F 145.85 HELD FOR LAST 26 S1704622"E 100.20' 10 SEE CURVE DATA TABLE
<br /> o (M)(R7) \,o•o - I R/W LINE OF 27 SO4 27'49"W 185.31' 1995 NOISE CONTOURS.
<br /> p HOLMAN ROAD , IT
<br /> ,4� 28 S17
<br /> -(65)
<br /> 0 14 1 1 1 ti 90--5,04° ` ,
<br /> [29 S 17 46 22'E 100.4' P.U.E. PUBLIC UTILITY EASEMENT
<br /> _ PARCEL 3 2 PORTION OF
<br /> z 9.954 AC. (60 1 O °ti 'VQJ' (,QJ.��`As, ©%(M)(R7),\ DESIGNATED N 88°39'00" W (R),
<br /> N . © REMAINDER ----------------- -- ,
<br /> A,o•° I �. �� = O 1 08
<br /> °47' " '��
<br /> 9 ;c 1O o I ��-SEE DETAIL D R = 1567.00
<br /> •~� FS a ; "�; J��j \ L = 48.84'
<br /> EASEMEA7T it/OTE
<br /> CH = 48.83' 672 S.F. O .eY/ti'G wl'YTH ,vo v-EXCe_U9i L16 CCE95 E45 EMEVT' SfK)WA/
<br /> ON 775 MAP r74, / 66v6-, '-lCLY FOCCOW- rwr FUrX6 CEN7EPC/NE
<br /> C.B.=S 02°14'34" W �� R p ^ A�HD[_MA�. kt�AO, l9 FOP rNE SOLE PUCEE OF PVIDING
<br /> (M)(R7) N86°5 52_Wt_� r� ACC E7_60 TO P���PT/E5 WITH A/O aw6i? MEAA/o OF 4CZ556 TO A
<br /> �O O 760 00*(t) --/ 6 8 j O �b o i ii i Z PUBO/C 40:�!/I Y. St 5N.4L L WT B.= CONST�PUFO A5 f�/E
<br /> O Q app ( 16 O � N40 42 27 W 27.42 (M)(R7) oo ULTIMATE s{C/G/I�uEIYT OF HOC MAN �EJ.40. THE ULTIMATE ALIGNMENT
<br /> S 06°01'03" W (R) OF �CPfAN WILL �P6QcAPE ADD/T/ONAL 01 0/CAT/ON OF ,PIC,HT-0A--
<br /> ° a R.S. 5 - 113 \. ------ - :;� ll ^ I"'� ►� COUNTY- - _________-__-____-- _ 1 WAY 8EVOA/D fflE 6t�UAlOAR/E5 OF THE VARY/NG WIOTN �t/Or1/-
<br /> 'yON - --,,14 ; X84'; o �- ",?- CITY 1; EXCUA31VE 4CCE39 EASEMENT A9 9NOkAl ON rYlo MAP.
<br /> Z qCC �F-f-C, -(1 = 00004'28"' i
<br /> 60' S zos, v �y,% �'--_1_S8,5°S o R = 5067.00'
<br /> I 70 SF 6 25'x` 3 L = 6.59' ."c1'
<br /> 260.00' 130.00' ;1 �RJ---- - N CH = 6.59'
<br /> of S72°42'10"W
<br /> ° l I ^ ,o ,N C.B.=S 83°5642" E 0�l% CURVE DATA TABLE.
<br /> 390.00 O co (M)(R7) M R7� 2
<br /> I W a
<br /> � ° av
<br /> PARCEL 1 __!tom % N � A ©(I( ) CURVE DELTA RADIUS LENGTH CHORD TANGENT CH BEARING
<br /> ` VARYING WIDTH % 11 12 acv `o/ 5 02 25 47 4573.00 193.94 193.92 96.98 N88 30 48 E
<br /> a 35.076 AC. NON,-EXCLUSIVE O ,e <0 2 I ��
<br /> o, c\j ACCESS EASEMENT
<br /> % ^ S 05°50'36" W (R) ;';' (M)(R7) 10 l 6 0.3 3013 � 457.5 0" 279.63 279.59 139.86 S88 31`12��E
<br /> io SEE EASEMENT 7 04 09 17' 1470.50 106.59 106.57 53.32 N88050'44 W
<br /> N07E, TNl9 6f+EET) ___-______ 8 02 34'49" 2669.8 ' 1?0.24' 120.23' 60. 13' NO1 02'41"W
<br /> ao 1 N73°46'48"E- l
<br /> PARCEL 2 ; 84 'Vis, 9 06056-'07' 4933.00 591. 12 59F.15 298.92 S89 14`02"T
<br /> '-`-R S 06°46'57" W (R)�% 4O 10 00056'22" 4933.�0' 80.87' 80.87' 40.44' S83 41'14"E
<br /> EXISTING P.U.E. ( ) 40.00 --- ----
<br /> 5.682 AC. N74°26'21" l' 11 15010'37" 2669.89' 70722' 705. 16' 355.69' N09 5524"W
<br /> I.N. 94072660 _ --_E v ' "
<br /> 3 �;' % tgr�;' --4- " -- �l' Q 12 15048-2J"' 2585.8? 713.38 711..12 358.97 N07 39 28� W
<br /> N68°36'10"E 1230.70' i. © Z 13 05056"00" 4573.00 473.57 473.36 237.00 N89 44 06 W
<br /> qCv ;- ---- - - - -----------JO.7-----------------------------"-- '1 �`----------- ------ r 14 O1°43'30" 2669.89' 80.38' 80.38' 40.20' S03°11'50"E
<br /> ^ o NON-EXCLUSIVE ACCESS EASEMENT 60' WIDE 17
<br /> N u; _____-___ �7 77 15 05°01'22" 1530.00' 134. 13' 134.08' 67. 11' N89016'47"W
<br /> -----------------------------------------------------------------+--_------------ I
<br /> IIN 'o_ --------------S68°36'10"W 1225.94' 2 -f DETAIL D 16 03°30'13" 4513.00' 275.96' 275.92' (38.02' N88°31'12"W
<br /> 17 01°17'30" 2669.89' 60. 19' 60. 19' 30. 10' S 16°51'57"E
<br /> N72°29'18"
<br /> i Z o CITY UNIT LINE----__ 1601.66' -- � NO SCALE
<br /> 409.90 - - - - - - - - - (R)
<br /> �FD. 1 114"'IRON P/PE(R1)(R2) S 680300" W 2011.56'(M)(R1) FD. 1 1/4" IRON PIPE _� ��--� FD. 1" IRON PIPE(R1)(R2)
<br /> HELD FOR LINE (R 1)(R2) HELD FOR EAST RI SHEET 3 OF 3
<br /> SEE DETAIL "B", SHEET 2 LINE OF HOLMAN ROAD COS 95-03
<br /> 138324PM 4-21-95 D.D. SHEET NO.___
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