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N88°53'33"W 275' i
<br /> 91.5' 92' 91 ,5'
<br /> CT R 6%C CT X1 0. 4 04 0
<br /> EK OHKAR
<br /> w WES70H2 TIEHTA70WIE SMoDW9890H HAP
<br /> coLO
<br /> o 32 �, o A PORTION OF SECTION 17, TOWNSHIP 2
<br /> 0 �; 15 ,413± SF 15,262± SF co 15,716± SF 00N SOUTH, RANGE 4 EAST, M.D.B.&M.
<br /> Y
<br /> O
<br /> z SAN JOAQUIN COUNTY --• CALIFORNIA
<br /> APN 209-070-23 , MARCH 2021
<br /> 5.04'-
<br /> PROPERTY UNEi SHEET 2 OF 4
<br /> 93,83
<br /> =
<br /> REMOVE
<br /> '03 L '
<br /> N88.153'33"W 158.37' L=gO' L=92. N88°53'33"W 348.89'
<br /> D R=1000'
<br /> 4 NASERGH�L1 - N
<br /> 9,615± sF - ...., .... ..<v..,.... ................x........_._....,< _ Schack & CSp g nn Inc .
<br /> Prof e s s i o n o o u p
<br /> R=938 _ NASERGHOLI AVE. „µ
<br /> L=109,08' 9 - 5
<br /> 169.31 ' L=25.42I'll
<br /> 16 c�
<br /> \ 9
<br /> CENTERLJNE OF \ - $
<br /> PG&E EASEMENT 'I r� �° y Ln 6,174± SF 0 L`4 9 L-
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<br /> lk 1 31'
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<br /> � 00 108.34
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<br /> o 6,319± SF rn ?
<br /> 8 co c� 6 071- SF O
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<br /> \ SYMBOL LEGEND
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<br /> 6 Now SYMBOL DESCRIPTION
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<br /> 42.83
<br /> 3
<br /> 54'
<br /> E; BK 311,. PG 31 S S:J.C.R. :;::;:\. 00
<br /> <::::: 120' m 138 86 'n _ STORM AI INE
<br /> I.N. 898&,.:BK 1012r ;; :;:; ::::'\
<br /> s =
<br /> ..:. ..:.,. 5,180± SF n Ln 5,460,± SF 81 n B
<br /> \ PG 7$� S.J.C.R. M& v 5 604± SF �n �� STORM DRAIN CATCH BASIN
<br /> \ � :�,Ss, _ 11 � v
<br /> \ PG&E EXPANDED EASEMENT X. � � � 120' _ 120' SANITARY SEWER
<br /> . �..: D... WIDE 5,760± SF oo 100
<br /> MNOE................
<br /> " I.N. 92079457, S.J.C.R. ssSANITARYA
<br /> N21 00 56 E _ -
<br /> 84.60 ` - --- - 137 coLn
<br /> 687 SF WATER
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<br /> \ 5,760± SF 100'
<br /> r PARK
<br /> 5 . 41 ± '�CRES 120, 88
<br /> N25°06' 12"E-. _ a 5,460,± SF 79 r-
<br /> 44.67' / \ , I 5,180± SF 120' 5,604± SF
<br /> f - 13 -
<br /> / 5,760± SF 120'
<br /> ! 100'
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<br /> .. .........
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<br /> 120' Ln 5,460,± SF v 78
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<br /> w 135
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<br /> 5.1 Ln
<br /> CATHODIC PIPE PROTECTION
<br /> °� 5 760± SIF00 120'
<br /> ..
<br /> . ....:: ........
<br /> SYSTEM EASEMENT SCALE: 1" 80'
<br /> zr�, ...::::::::::: � 100' Ln
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<br /> I.N. 14268 BK 1198 - �������������•
<br /> + -
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<br /> PG 321, S.J.C.R. � -
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<br /> 120 \ Ln 92 - -
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<br /> m Ln 93
<br /> �- co + Ln
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<br /> n. 6,2 8 S +
<br /> 4 .y 5,202- SF vs \ , � +n 5,460,- SF �
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<br /> N L=63.72' 26 Lp �' S, -- 74 0 -
<br /> 120' , 6,018= 5F ::::::::::::::::..::::::::':::: '::::::"''::::::':::i' r rn 5,939± SF u'
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<br /> 130 n
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<br /> 54'
<br /> 33 A= D
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<br /> T' Ln 5 460 - SF
<br /> 120'
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<br /> Ln 5 40d± SF .; •• NLO
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<br /> Ln 5,460,_ SF
<br /> Ln 5 400± SF n h `,{�' C� 5,777± SF 120'
<br /> e2 j 129 120' 54 w
<br /> 8,815± SF o
<br /> 120' co
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<br /> \ 72 54�
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<br /> 0 23 0 27' �7'
<br /> 7 ;:€€ ^� 5 460 + SF n o
<br /> 35 rn 141 6 959± SF - v z
<br /> - co 142 rn
<br /> Ln 5,400- SF � 9,043- 5 �,.� 2
<br /> 5,183± 5F p� 120' 4'
<br /> r 5'
<br /> ca -
<br /> 4 5'
<br /> 8
<br /> 120'
<br /> C
<br /> i
<br /> 120' °ss X33 9g,"< \ :..jg, VERTICAL OR ROLL 16' 1p
<br /> i 16 i
<br /> TYPE CURB AND
<br /> 145.12' ' 98 + - 71 - GUTTER (T P}
<br /> 36 I 52' 52' �� $ � 5,692± SF 6,240± SF xi
<br /> Nn 2% CROSS SLOPE 2`lo CROSS SLOPE
<br /> Ln 5 400± SF 52' 45.12
<br /> v
<br /> M 120' 12C' \ _"URB DRAIN PAVEMENT i
<br /> ^'
<br /> co 120' cr a I } SECTION I
<br /> m 54' N "' _ 9 ! R JW SIDEWALK C L RT W
<br /> o r { 22 21 T 20 r 1 \ j T
<br /> 37
<br /> _ _ �r 7,145± SF 6,733± SF 5,902± SF r3
<br /> 00 °� ` TYPE 11 - DETACHED SIDE1VALK
<br /> LO 5,400± SF I 143 0 144 0 145 0 146 - Y2 t, \\`\ y
<br /> 5,061± SFr 5,000± SF 5,000± SF r 6,628± Sr j 19 4 `I
<br /> 120' 7,425± SF RESIDENTIAL STREET COLLECTOR
<br /> i 4
<br /> 38 39.44' 50' 50' 67.68' ��' 04, 2.94'
<br /> Lu
<br /> Ln 5,400± SF � � 44 48.35 45 128'
<br /> D
<br /> 120' STREET E
<br /> CD t
<br /> 39 SS
<br /> �n 5,400± SF LO
<br /> a
<br /> ' JN. 19.057
<br /> REVISION DATE: 03/10/21 & 03/22/21
<br />
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