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SEE SHEET 5 SEE SHEET 4
<br /> RA C 1 30 1
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<br /> S T O N'E B RID GE -- UNIT 5
<br /> » =50 •, .' I I %r ; SUBDIVISIONS OF SAN JCJAQ�LIN COUNTY
<br /> R � A SUBDIVISION OF PARCEL B AND A PORTION OF PARC OF TRACT 3009,
<br /> BOOK 35, MAPS & PLATS, PAGE 33
<br /> CITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNIA
<br /> \, 100.00 11JtJ IJ00.00 I PLANNING ■ OCYION ■ CSONYTp YCT10N
<br /> `�7 � ..1 v{ i N89`00'00"W 200.00 V
<br /> N89`00'00"W
<br /> 105.00' ' I ! I N BROADWAY,SXTE 235
<br /> if WALNUT CREEK,CAUFOFHA 9450-3817
<br /> 4 I o I `- CONSULTING 925.906.1460 • FAX 925.906.1465 • wwwMFcan
<br /> 46 t l r• r� 0 3754
<br /> � $
<br /> t° CURVE TABLE
<br /> IF.. , \ ` �y ry /. 0 100.00 t 9 N89 00 00 W 102.05 NO. DELTA RADIUS LENGTH
<br /> N u '. c, 6 0 $ $ oo.00 ---------------------
<br /> �':$� -J& " 108.74' 105.00' I o 0 o N89`00'00"W - , c,� " __ -�--- -----'
<br /> 200.00 - .` Cl 12 52 41 50.00 -11 .24
<br /> ci N89'00'�"W 213-Sll .74' ,n a . "
<br /> f $ C2 28°31 '54" 50.00' 24.90'
<br /> I 1 w w! o � • o - $ C3 04�24�42" 91 .00 7.01 '
<br /> - w 4 5 6 $ ?Q o 0 $ � $ C4 05 01 54 91 .00 7.99
<br /> 6 2 S $ a $ a (o ''J V � O �r �` �:. ►`� C5 13' 19'51" 59.00' 13.73'
<br /> o occ� 5 I0 0 $ `a �. � N89°DO'oo"W 102.23' C6 09'26'36" 91 .00' 15.00' o
<br /> sr . I00
<br /> too chi o !!
<br /> { ! o '- 100.00' 100.00' w w w 15.00' -
<br /> 110.00 " 105.00' 1 Z g N89°00'00"w 200.00' $ $ $ ' TYPICAL - N LEGEND
<br /> 10' P5E-`� 10 PSE N89 00 00 W 215.00 - }x- 10' PSE $ 8I $ © , '� g g R RADIUS
<br /> i i Z
<br /> V � o �:J9 ! - '' ;- �- �c, $ ? (R) RADIAL
<br /> :A $ $ 6 '� $ 10' PSE --I o I 44 $ $ g J ' / PRC POINT OF REVERSE CURVE
<br /> . 01 56 'n ori " `n 'C' PCC POINT OF COMPOUND CURVE
<br /> 4W"W
<br /> a ,n N89 00 00 W 102.41 ' 04
<br /> n+ I N ; ca �' 10' PSE w ° ,,� SDE STORM DRAIN EASEMENT
<br /> ! � 10' PSE _ co PM PARCEL MAP
<br /> 1-" w w 110.00105.00' t 100.00' 100.00' - PSE PUBLIC SERVICE EASEMENT
<br /> LijtLij C9 00 N89° 215.00' Q N69°OO'00"W 200.00' $ n $ (�) SJCR SAN JOAQUIN COUNTY RECORDS
<br /> g Cti 25 25 6 2 V o I.P. IRON PIPE
<br /> co
<br /> � E $ $ $ ! - w t° % DINCLUDED ANGLE
<br /> ; 6O © �J' 7 $ $ f 43 0 $ 4� � " --i � ♦ FOUND MONUMENT AS NOTED
<br /> W $ a '� f $ o o S N89 00 0o w 102.59 >- --,
<br /> z `° co ( o - ® SET BRASS CAP MONUMENT STAMPED "L.S. 5816" IN
<br /> W z ' 25' 25' o cD 1 I o REBAR, NO TAG, PER w CAST IRON BOX
<br /> 25 25' 110.00' „ 105.00 , # g „� + TRACT 3009 35 M&P 33 N BRASS CAP MONUMENT STAMPED "L.S. 5816" IN CAST
<br /> ! 100.�, M I w IRON BOX TO BE SET PER TRACT 3009, 35 M do P 33
<br /> 100.00' g" Q
<br /> N89 00 00 W 215.00'
<br /> ! i N89'00'00"W 200 00' NOS`2636"W • REBAR WITH PLASTIC CAP STAMPED "L.S. 5816" TO BE
<br /> i $ 0 9.70' tL1 p SET PER TRACT 3010
<br /> El-
<br /> 18 - �
<br /> 59 © 5U ! I o ( $ Ito �? l J7 O SET REBAR WITH PLASTIC CAP STAMPED "L.S. 5816"
<br /> 6 7-
<br /> © $ CL 42 0 41 °: ___ �_ •---- TRACT BOUNDARY
<br /> o N� �"` �" � � ___.. LOT LINE
<br /> �,�'�• 2� .- J „ CENTERLINE
<br /> L N48 26 36 W
<br /> 6 85.00' " 80.00' �po opo 32.76' EASEMENT LINE
<br /> p 75.00'. „ 75.00 p`� r ,� � 1-1-.�-�-1 RELINQUISHMENTTHIAOF ABUTTER'S RIGHTS
<br /> N89 00 00 w 165.66-i- �` y. o� � a=24 06 29 �?
<br /> N89 00 00 w 150.00 '�' .� ^`'� L-24.83' � a t�
<br /> --A�-- 2sO.00. N y
<br /> 265.00' N7 o
<br /> "" - , 202.00' 4' ,0 y �)
<br /> AA?��R�IGlN AVENUE N89 00 00 w 7 6 01 109°26'36"_ O R..As' ,5'`%ryr�o• / 7.,W(R� 9
<br /> to '7 N
<br /> N89`00'00"w 692.51 ' N R=91 .00' Ji
<br /> 60.00' 60.00' 60.00' fi0.00' L-15.00' Dy��' a N a
<br /> co
<br /> __._ -----
<br /> - 60.00 60.00 60 00' 53.50 N7g 3'24"wg �, N
<br /> $ _
<br /> $ g o o _ ---- ___ ___C3 C4 42:46 1) THE PROLONGATION OF ALL LOT LINES SHALL
<br /> L� BE IDENTIFIED ON THE TOP OF CURB WITH A
<br /> $ $ g o g N05°24'42"E/,►� " - p 32' �i�' �a _.._,
<br /> •- S o $ $ $ (Rj NO2*53' 15"W 1 '7 n LEAD, TACK AND TAG STAMPED "LS 5816".
<br /> 00 1 2) ALL DISTANCES SHOWN HEREON ARE GROUND7 8 o
<br /> r• w p
<br /> () `' W RW w W 0 , A I S Off' BEARINGS M
<br /> $ $ $ 11 g 12 $ 1 3 w 1 4 g i' r�'� $ 0 THE BASIS OF BEARINGS FOR THIS SURVEY IS %
<br /> 1 5 $ 6 "" THE EASTERLY LINE OF LOT 163, TRACT 2758,
<br /> $ $ a� v SHOWN IN BOOK 33, MAPS & PLATS, PAGE 21, z
<br /> AS NORTH 00 49 40 WEST, CCS83. ZONE 3,
<br /> . COMBINATION FACTOR 0.9999346.
<br /> z g z o.
<br /> 60.00' 60.00' 60.00' 60.00' p a
<br /> Z as
<br /> 60.00' 60.00' 60.00' 60.50' 63.50' 40.85' _
<br /> 108.50 1-1
<br /> �
<br /> "
<br /> Nf39°00'00 W 931 .31 ' r
<br /> M
<br /> l J 12 3I �� { _
<br /> 15.00
<br /> `r .� J I I 40 D 40 80 120 0
<br /> GRAPHIC SCALE a
<br /> J r�
<br /> 35 M,A r' Gtr, _r P,,/\- G- r 4 f
<br /> 1" I .P. TAGGED
<br /> D.D. SHEET NO. YS
<br /> '"L.S. 5816" PER. TRACT ,.3009 35 M & P 33 SHEET 3 OF
<br /> oil�r
<br />
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