|
1 I � � � � �
<br /> jaNNsa v RAJvcN UN1T ova. E _�� 7a TRACT NO. 2587
<br /> I I � I�5� ��. � •�- ��' 845.0D, SUBDI�SI0N
<br /> S OF SN JOAQUIN COUNTY
<br /> N 86056'00" E 737.77'
<br /> 50.00' 50.00'
<br /> 50.00' JOHNSON
<br /> R
<br /> 73.36' 53.00
<br /> 103
<br /> UNIT
<br /> NO. 3
<br /> t► i 3 $ $ $ g 1a5
<br /> 107ll //
<br /> D4 ^ Q) A SUBDIVISION OF THE DESIGNATED REMAINDER
<br /> 10 $ . $ 1D5
<br /> 59 N g 102 o S 1 Q3 4 ^ AS SHOWN ON THE s OF JOHNSON RANCH,
<br /> tis 100 h � o z
<br /> � ,2 Q o Z Z Q� UNIT NO. 2, MAPS & PLATS BK. 31, PG. 83,
<br /> - r w 4- �; Z i Z SAN JOAQUIN COUNTY RECORDS, AND LYING
<br /> 10' P.U.E.•••••....� (c) WITHIN THE SOUTHEAST 1/4 OF SEC77ON 13,
<br /> 'pJ _
<br /> ^. -- -- _ ---- - So.00' --'�� � T. 3 N., R. 6 E., M. D. B. & M.
<br /> lb J o"� �' ''�' ©p �� g2 4.4 T 31.1 -1 50.00' 50.DO
<br /> o /00' B 18.82' 34.48N 86°56'00" E 469.44' l
<br /> ". 3'Z7 Naz° 8„ w � CITY OF LODI,
<br /> rr,�, SAN JOAQUIN COUNTY, CALIFORN4
<br /> 9 ® N N 86056"1";'1119 E 468.58 vJ
<br /> 9 9 o yo° 111R1VETHOMPSON-HYSELL ENGINEERS
<br /> �IOCKI NGBI RD -
<br /> �i 391.03
<br /> N e -- �„ cv N 86056"00" E j 1016 12th STREET MODESTO, CALIFORNIA
<br /> Z , 55.00
<br /> 91 - 8524'- _x.86 -�- ,-- O �.., MARCH, 1994
<br /> 09' �:
<br /> _ I 3 h J 7 SHEET 5 OF 6
<br /> $ N 47°19'22" E 10' P.U.E .........• 1 L I w
<br /> 98 8 27.50' : 25.50' 3 3 o LEGEND
<br /> c� v
<br /> 132 b o 1 S 0 8 2� 128 -.- MOND MONUMENT J/4" IRON PIPE TAGGED
<br /> 2 17 1
<br /> IT I $ o L.S. 4876, (R4) UNLESS�OINERWISE NOTED
<br /> 6 H. ``� °' cry
<br /> � � SCALE �/� ¢Q/ -QQ- f2�UN0 MONUMENT.• 3/4 IRON PIPE IN MONUMENT
<br /> Iqp 04. : 27.50' N 87°16'49" E Z 2 )� WELL. TAGGED L.S. 4876, (R4) UNLESS OTHERWISE NOTED
<br /> o g 101 68' L -4- FOUND MONUMENT.• 3/4" IRON PIPE TAGGED R.C.E. 29547
<br /> W j E 237.29' (R8) UNLESS OTHERWISE NOTED
<br /> 9 7 :' $ N 860,56'00'j -Q- FOUND MONUMENT J/4" IRON PIPE IN MONUMENT
<br /> 1 �� 4, , 55.00' 68.291WE7� TAGGED R.C.E. 29547, (R8) UNLESS OTHERWISE NOTED
<br /> N ° +ll/ '� 72 29 113.14' � -o-- SET 3/4" X 30" IRON PIPE TAGGED L.S. 4876
<br /> 82 17 16" t4, 4; I o �� �� '� 55.86 -{?- SET 3/4" X 30" IRON PIPE IN MONUMENT WELL
<br /> 100.04 4 h Z�-2 ��Z N 87°16'49 f y 125
<br /> J `� TAGGED L.S. 4876
<br /> % L .J Q T SET 5/8 X 24 IRON PIPE TAGGED
<br /> o 101.68' _ Ngo .` 1 L.S. 4876 AT ALL REAR LOT CORNERS
<br /> 9 6 I ! H R 250.oo' ^ � 7�/ nor oc� P.U.E. PUBLIC U77UTY EASEMEXT
<br /> R - 305.00 o L - 29.37 & =%` o �h. -] (R) R40W BEARING
<br /> • 2 L - 28.81' ^ :( 1 3 ' N 02°12'15" W f 'Pi / SJ.C.R. SAN JOAQUIN COUNTY RECORDS
<br /> I18.02' )� �
<br /> "+ ti V ( 7� 11 Z �l R.S. RECORD OF SURVEY
<br /> 27.50 1 27.50' , �� O g M. do P. MAPS AND PLATS
<br /> N 87°16 49 f 124
<br /> (� © CURVE RETERENCE NUMBER
<br /> N 87°41'57" W (R) 154.99 Ea40.00'
<br /> ' - 99.93'
<br /> - �, 10 /� O, L�2 �\ 12 1 01,, E�R�
<br /> I \ i R 250. 4 NOTES
<br /> �. a p L a 21.91' G50.0 7 �9`T6' ��\ N b6°02 ' L�NGUED ALONG
<br /> 0
<br /> ��: ''°2B?,9•,/y /4�° O 8��' 1. A 10' PUBLIC UITUTY LASE74ENT' HAS 8MV
<br /> 152
<br /> \ 135 (RJ �' All S714Ef7S AS SHOWN ON "NS MAP. THE P.U.E. DEDICAT)ON
<br /> N 02°43'11 M' 4 8/� b
<br /> - o ) � v nm���THE�7D���STRUCCT, kWNTAIN
<br /> 100.00' '�' ' gi ' C' �1 ti 78 INSPECT, REPAIR, REPLACE RE7WW AND OPERATE' THEIR FACILITIES
<br /> .�► - N 87°16'49 E ( n; �l Ste! 113 h IN THE P.U.E. S NO BUILDINGS OR STRUCTURES SHALL BE CONSTRUCTED
<br /> <<A„ 74 �,
<br /> SEE DETAIL ^ ti NOR SHALL ANYTHING BE PLANTED KMIN THE EASEMENT WHICH NVULD
<br /> ® I � '�i ` h INTERfFRE' WITH THE USE OR OPERAT70N OF PUBUC U77U77ES AW THE
<br /> � 1 6 _
<br /> J °hti �� �+ `� .� 3 2. SET A 6'0" M MESS CORNER. ON LOT UNE PROJECTION
<br /> N 48°13'49" E (R) \ p,5 ,' (� `� �'PJ N 87°16'49" E FOR LOT CORNERS FACING A ROADWAY. (CHISELED
<br /> $ N 87°16'49" E �� iv \ 86.17' IN CONCRETE SIDEWALK.)
<br /> ^
<br /> ' 14 LOT CURVE DAL
<br /> 86.17' 8 c>- 6 Q 150 ,k L - 2.06' N �� .. ._ J. SEE SHEET 4 FOR LOT AREA DATA
<br /> 4,J L - 2.06''\ ,a � h ,�' 79 o CURVE NO. DELTA RADIUS LENGTH CHORD TANGENT . BEARING
<br /> .7 W) o Z 6 41°24'35" 50.00' 36.14' 35.,76 -18.90 N 2J°25'28" W
<br /> 7 262II 9W09 -50.-00 229.3_6 -75.00 ------ N_67 16 49Le
<br /> N 6 4 3 73 } $ 8 02021'34" 50.00 2.06 2.06 1.03 N 42x5658 W
<br /> N 25 25 �o I /
<br /> 9 6 a " ^ I , N 87°16'49" E 9 60017'42 ' 50.00 52.62 50.22 29.04 N 11"i 7 20 W
<br /> '� 10 45 512' 50.00 40. 38.94 21.14 N 41026TJ7 E
<br /> 16 © i 134 N 87°16'49" E ^ 100.00' 11 4.S 50 12' 50.00 40.00 38.94 21.14 N 849 E
<br /> - - ; N 1 DO.00' 3 3 3 12 -450,50'12"'� � 50.00 40.00 -.38.94 21.14 N 465259') W
<br /> rJ 6o r7 43 50_00 52.62 50.22 29.04 N 06 1058 £
<br /> 0 A �, 14 0 ��4�' 50,00 2.06 2.06 1.0.3 N 3 JO37 £
<br /> o .19 ^ �- - --78-.9-0-r- T15 41 2 50.00 J8.14 JS.JB N X59 07 E
<br /> 72 N
<br /> J 2 � N $ I 16 05 24 41 305.00 _28.81 28.80 14.41 N 055W 24" E
<br /> 17 OS 4`41 277.SI 26.21 26.20 13.11 N OS�UO-'24'
<br /> N 870161491'$ E 121 18 05"01-714" 277.50 24J27- 24.3 1 12.17 N OO 12 J4
<br /> ` N 87°16'49" E V j 100.00' 19 10 ?5 55-' 277.50 50.53 50.46 25.33 N 02 29 47
<br /> N 87°16'49" E 100.00 , o a 20 1 D 25 X5.5 250.UD x.5.52 45.45 22.82 N- 02 29 47 E
<br /> �7 1 ^ 1 -069,015,?" 250. 29.J-7-r- 29.35 14.7 N 04 2 E
<br /> �'•,:
<br /> 135 o81 OJa402 250.00 16.15T 16.14 8.06 N 5209 W
<br /> 71 25' 25' 05"0714 250.00 21.91' 21.90 10.96 N 12.14
<br /> DETAIL t `A // I w o� 28 29 41*1Y40 -65 00 113.27 99.47 77.2 N 1 f
<br /> NOT TO SC&E o DRIVE U L JO 3' D 1 19 ---65.W7-- �.� 41.27 21.76 N 58 9 E
<br /> 1 � N�� MM/NGBIRD �
<br /> 1 21'J4'04--' 65.00 24.47 24.32 12.38 N 86-27W" E
<br /> o 7 05a 4 41 250.00 23.61 23.60 11.82 NOS 00 24 E (►EMTAMr MM N0. 92SO05)
<br /> 13J 104F2 6/30/94
<br /> amp
<br />
|