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<br /> DETAIL „ B„ PARCEL MAP
<br /> \ r r - NOT TO SCALE
<br /> R. �. J3 �r _. 01 _ P . M .
<br /> S.F.N.
<br /> LOT S�g3�'�6 &Q+ 51-1 �� , , 3�g, '�1,�© ,
<br /> A SUBDIVISION OF PARCEL 3 of P,M. 22-129, AND A SUBDIVISION of A
<br /> PORTION OF PARCE3 OF P.M. 16-184. BEING A PORTION OF SECTIONS
<br /> FD 2" I.PIPE PER M.P. 31-70 � 2 AND 3, T.2S., R:6E., AND BEING A PORTION SOF SEC. 35, TAS., R.6t.,
<br /> M.D.B.&M., CITY OF LATHROP, SAN JOAOUiN COUNTY, CALIFORNIA
<br /> Cl 15' ESMT. RES. OVER '-�"'---- W/NUB ac TACK CAST 1N 7.35'X1.35' FD 2" I;PIPE PER M.BcP. 31-70 �
<br /> LIBBEY-OWENS-FORD PIPELINE CONC. BLOCK AT FENCE CORNER W/HUB & TACK CAST 1N 1.35'x1.35'
<br /> TO SAND PONDS PER I:N. 90031335,
<br /> P.M. 16-184 & M.&P. 31-70 CONC. BLOCK S4ff15'56"W, 0.36'
<br /> FROM CORNER
<br /> ABGE 10
<br /> Ell A
<br /> \\ 5.02 AC
<br /> RES 5
<br /> fF.AIJ. 8 JS p ETA I � „ C„ �
<br /> ti � �,�.''•. `�°, •�' NOT TO SCALE
<br /> � C
<br /> E:C. W
<br /> S'TOCKTON, CALIFORNIA OCTOBER, 2003
<br /> ( - R=1050.07" ��kwA�� �, `F SAS`IS OF BEARINGS
<br /> A-473435" �'8 �'° 7.21 AGES �' ^ '
<br /> ,n (_ !'p ©/� a w o l &54• A LINE 'BETWEE'N FOUND CENTERLINE MONUMENTS ON NESTLE WAY BEARING
<br /> 1 L=871.94 ` PARCEL; ¢ 7$6�f 7 1e'7 „
<br /> CH=N5714,48"1N �1 . °� o -Pdpf jy 72�2,� 39�`T' N74'02'06"W PER P.M. 22-729.
<br /> �I 847.11 �;� 6.04 ACRES l 4`jef154
<br /> Nva
<br /> 'W /
<br /> ,,+� ^ P.U.E. PUBLIC UTILITY EASEMENT
<br /> 4�
<br /> 0
<br /> 9 (R l a � Nf
<br /> Dirjo' ^ ^ (R) DENOTES RADIAL BEARING
<br /> J. 00048- 624 � 1 ' 20J\J.
<br /> CENIERI INE
<br /> X126°27'30"W \ , `p / �4. /
<br /> -PARCEL ' „ M.&P. DENOTES FILED MAP IN BOOK OF MAPS AND PLATS, 'BOOK-PAGE, S.J.C.R.
<br /> lb
<br /> 4. � ACRES DETAIL C),,
<br /> ' =
<br /> R=1200.09' �.`''/ �'" -o` `n, R.S. DENOTES RECORD OF SURVEY, :BOOK-PAGE, S.J C.R.
<br /> A=10'04'40" 'S.� �w /' u, � e` NOT TO SCALE
<br /> FD 3/4" I. PIN '� 9.• / PROPOSED SLOPE EASEMENT - + �, / P. M. DENOTES PARCEL MAP, :BOOK-PAGE. S.J.C.R,
<br /> PER M.&P. 31-70 L=211.08' 9� / R=1200.09 ,
<br /> W/BRASS TAC CH=N31'29'S0"°W '� �` A=17'40'02" NOT CREATED BY THIS MAP "
<br /> NOT READ>BLE, 'DENT 21.0:81' L=370.0 ' SEE DETAILC� S42'44 58'W Q I.N. DENOTES INSTRUMENT NUMBER
<br /> 5 �
<br /> S61-1 15"E 0.23' 1 _ "
<br /> CH.-N45 2211 w -,,
<br /> OF CORNER N6332'30"E / �� '�iQ 36g S9' ;� a, 1,;, D.N. DENOTES DOCUMENT NUMBER
<br /> ., 1442.92 N74°02'06"W --y. S:F.N. 12.17' / C/ `� � ' C3 ( b
<br /> `°-- (596,49' PER R.S. 34-119) 595:96' (M) ,� y !N A,qR . . - 'w C1 a
<br /> _ 4 S.F.N. SEARCHED, FOUND NOTHING
<br /> � � .� � - � � Aoorri
<br /> FD 3/4" LPIPE ' "� ``' / s ?> "� I OCL 5T ' S.J.C.R. SAN JOAQUIN COUNTY RECORDS
<br /> ,�`° �' o• '/ � �, .,� 9,3p 2.35 SOffT R/W
<br /> W/CAP STP. L.S. 51$2 / / o / pf �y J \ S;F N STP. STAMPED
<br /> PER M.&P. 33-44 / ©// / r�y�r / \ . 4,
<br /> 0"q
<br /> , �/ `2 r2'f ,► R ' W 5 �,, 2�?ff£ N20'26'15"E i LATH
<br /> ROP`��. \ �' Z9,�fi'' � $6,. 6.12° C:O.L. CITY OF LA RAP
<br /> P'ARC`EL �� �� ,�`% �F ,
<br /> � � � \ C�,,, E:V:a:E. EMERGENCY VEHICLE ACCESS EASEMENT PER M:&P. 33-44
<br /> / '�' C' 10' P:U:E. ' �.. of S r
<br /> 16.38 ACRES CN' Q e tqr .2
<br /> `O / r� �S' oO 4 ROp � � 2"F P.S D:E. PRIVATE STORM DRAIN EASEMENT (PROPOSED PER :&P. 33-4d
<br /> r (' � (� \ (� � .�� ,�,� � � � „� �JIJ �,q FR :3 AND NOT CREATED $Y THIS -MAP)
<br /> PO)-?rJJI J Jr � �\� � �q � ��; 9.4 13ce P.S.0 E. PUBLIC SERVICES 'UTILITY ;EASEMENT
<br /> cn JS.j�� v" � (�'� 4, �' s4 ---0-- SET 3/4" REBAR X 30" LONG W/ CAP SfiP. R.C.E. 21447
<br /> P.I`/J. J J �� �'7 t , „^�'„ ^~ CURVE TABLE -~c°�-- SET 2 112- BRASS DISK STP. R.C.I. 21447 IN MON. BOX
<br /> 10' P.U.E. / T�rl T S�r �'�a CHORD ---R--- MON. FD, AS NOTED
<br /> CURVE RADIUS DELTA LENGTH BEARING CHORD
<br /> vo rl, �.I�/J. JE-J84
<br /> �Q • / C3 1163.09' 12'43'41" 258.38' N4T5O'22"W 257.84• -- -- MON. IN MON. WELL FD, AS NOTED
<br /> // � o ma' C5 1170.09' 6'5;x'31" 140.75' N29'54'15"W 140:6$' ---0 FD 3/4" REBAR W/ CAP STP. L.S. 4334 PER P.M. 22-129
<br /> N / t.Ra C6 1080.07° 13'53'31" 261:87' N33'2�4'17"W 261.24' "
<br /> C7 1080.07' 15'03'49" 283.96' N47'52'57"W 283.14' FD 3/d I. PIPE W/ CAP STP. L.S. 51.82 PER M.&P. 33-4d
<br /> 4f C8 1080.07' 28'57'20" 545:83° N40'56'11"W 540:05' 1() FD 2-1/2" BRASS DISK STP, L.S. 4334 IN MON. BOX PER P.M. 22-129
<br /> CIO 1237:09' 14'54'05" 321.74' S46'45'10'E 320.83' (2) FD 3/4" I. 'PIN W/ CAP STP. L.S. 5182 PER :M,.&P. 33-44
<br /> Op. C11 45.00' 7709'23" .60.60' S77-.52'49'E 56.12' ©
<br /> C12(M) 5529.65' 0'38'52" 62.52° S3728'17"W 62.51FD 3/4" !. PIN W/ CAP STP, R:C:E 81..89 PER P.M. 16-184
<br /> / '
<br /> 12 0'38'52" 62.51' 62.51'
<br /> (PER M.&P. 31-70)
<br /> Ln
<br /> C13(M) 5529.65' 1'37'17" 156.32' S44'36'12"W 156.32°
<br /> C13 5529.65' 1'37'11" 156.32' 156.32'
<br /> (PER M.& . 31-70)
<br /> C14 1163.08' 546'35' 117.25' N5705'29"W 11 .
<br /> 5� C16 819.97` 6'12'02" 88.74' $1751'53"W 8 .69'
<br /> o C77 '512.21" 612'0 55.43' N1751'53"E 55.40"
<br /> cP C18 816.88' 533'34" 79.26' N1944'41"E 79.23'
<br /> C19 $16:88' 3`09'15r "44.9 7' 51732'31'W 44.97°
<br /> a0A4�,''12& 4&� 43P
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