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3 . On 3#"7 N
<br /> MENS N` 12 ` ,-_-
<br /> PA-05-38
<br /> ��� � ,�� $ 6�2 og L
<br /> OT LINE ADJUSTMENT
<br /> SSP aEAST LINE OF 6TH STREET
<br /> 1z PER M. & P. 1-17 RECORD OF SURVEY
<br /> P►� \ �c X00 OF
<br /> -N- OGN o %, A PORTION OF THE N.E. 1/4 OF SECTION 22,
<br /> w
<br /> TOWNSHIP 4 NORTH, RANGE 8 EAST, M.D.B.&m.,
<br /> SITE w, �2`W UMEN� OIS�uRBE� SAN JOAQUIN COUNTY, CALIFORNIA
<br /> S6 51 M�NINC SSE
<br /> RICK W AREHO SHOUP LAND SURVEYING, CLEMENT S, Cr4.
<br /> B �
<br /> SHEET 2 OF 2 MARCH, 2005
<br /> VICINITY MAP P'SMAU A45 91t STATEMENT OF PURPOSE:
<br /> NOT TO SCALE 64.
<br /> '6o g°16t22��W 40 55 3 j THE PURPOSE OF THIS SURVEY IS TO ESTABLISH AND MONUMENT THE
<br /> ADJUSTED PROPERTY LINES AS DESCRIBED IN NOTICE OF LOT LINE
<br /> o N,
<br /> 0
<br /> orn I.N. 92102905 / �� ADJUSTMENT (PA-05-38) RECORDED ON SEPTEMBER 30, 2005 AS DOCUMENT
<br /> ABANDONED 5th STREET�.� �, / MpEO N0. 2005-246511, S.J.C.R., AND TO CONFORM WITH SECTION 8762 OF
<br /> 154-40 PER COUNTY RESOLUTION \ - oo / SSP
<br /> g6a ( ) _N_ THE PROFESSIONAL LAND SURVEYORS' ACT.
<br /> 18 R-70-1380
<br /> t� p02 0 CE 9 N4
<br /> 0 6,22 W p,N. 2 CF COMPLIAN PARCEL 1 SEE NOTE 2 c'- �� /\� P\PE QED P M 0� ON G 0` IS OF BEARINGS:
<br /> 1
<br /> S�9 SEE
<br /> �ERT�FICATE 5.58 AC. GROSS �, `� /F0� 1S ��2� ��� �N X60 THE EAST LINE OF THE NORTHEAST QUARTER OF SECTION 22
<br /> 5p 88 F -0.21 AC. RD. R/W `P�- e , cj'CR WHICH BEARS NORTH-SOUTH PER R.S. 34-183.
<br /> 5.37 AC. NET , � 0 d-
<br /> II� N69051'32"E 40.00' o �- �� S•��' p o MONUMENTS FOUND AND SET:
<br /> FOR STREET ABANDONED 'D' STREET o' °51� 2 1'1� ' P 1 ►�
<br /> I.� -��, � p. 4-��'� 02'0 � `" ---�- SET 3 4"x30" REBAR WITH CAP STAMPED "LS 7736"
<br /> o` _ w � PROPOSED 10 P.U.E. PER COUNTY RESOLUTION N6g OF M•�RS. � N• 20 / „ „ " "
<br /> 0 BY SEPARATE DOCUMENT ER 0 R -moo -- SET 3/4 x30 REBAR WITH CAP STAMPED LS 7736 IN MON. BOX
<br /> N n I �� , (R-05-97) OO�N 1( '- \NG PE SCALE: 1"= 100' WITHIN THIRTY (30) DAYS AFTER THE PROPOSED STREET HAS BEEN
<br /> �,\Aco �0 _� EAST 209.71 S80° ► , S• P M X01 2� �1 CONSTRUCTED FOR ACCEPTANCE BY S.J.Co. PUBLIC WORKS DEPARTMENT
<br /> 0 �, I to „ 349-411186.59' 51 33 iE pQ0\N 0 SEE NOTE 1 -+- FD. 3/4" REBAR WITH CAP STAMPED "LS 4334" PER R.S. 34-183,
<br /> Iz Sig
<br /> 16'22 W , _ 218.881 ° �\- Zvi $� UNLESS SHOWN OTHERWISE.
<br /> o0 255 03 43.56 23.12' 454.39, 69 2 - -- FD. 5" SQUARE CONCRETE PILLAR WITH BRASS DISC STAMPED
<br /> 0
<br /> 75006'50"E R I 235 51► "RCE 8189" PER R.S. 28-135
<br /> CONN
<br /> o �, °;�, I_ ��- co I.N. 9,50006 90 LEGEND:
<br /> z o� I (� 40.541117 J.N. 91020148
<br /> NUI N tt co R.S. RECORD OF SURVEY, BOOK-PAGE, S.J.C.R.
<br /> I FD. 3/4�� I. PIN �� �, PARCEL 1 P.M. PARCEL MAP BOOK-PAGE S.J.C.R.
<br /> TAGGED RCE 8189 w F'.)\�J. 19180, S.J.C.R. M.&P. MAPS & PLATS, VOL.-PAGE, S.J.C.R.
<br /> ° I N78°31'50"W(R) PER R.S. 15-89, �
<br /> S61°10'W 0.62' OF COR. S.J.C. SAN JOAQUIN COUNTY
<br /> Lo
<br /> S89°56'27 'W(R) _ _ PER R.S 34-183 Lo S.J.C.R. SAN JOAQUIN COUNTY RECORDS
<br /> � � c" N SEE NOTE 1 I.N. RECORDERS INSTRUMENT NUMBER, S.J.C.R.
<br /> PARCEL 2 PARCEL 3 PARCEL 4 n D.N. RECORDERS DOCUMENT NUMBER, S.J.C.R.
<br /> o Q' I 2.54 AC. GROSS 2.13 AC. GROSS '�' 2.14 AC. GROSS 2.18 AC. G OSS cam, 2. A S O.R. OFFICIAL RECORDS, BOOK-PAGE, S.J.C.R.
<br /> O N -Lo-PROPOSED 101 P.U.E. "A" BOOK A OF DEEDS, VOL.-PAGE., S.J.C.R.
<br /> o- �-`�
<br /> � � ' BY SEPARATE DOCUMENT ��
<br /> r' (R) RADIAL BEARING
<br /> FD. 3/4 I. PIN KEACLE
<br /> I� TAGGED "RCE 8189" N O.R. 3924-•51 NOTES:
<br /> loo o �, o
<br /> PER R.S. 16-70, r F .S. 1589 1. THE ANGLE POINT IN THIS PROPERTY LINE WAS FIRST SHOWN ON P.M. 19-180 AND
<br /> �o o ' II I U N40 22 03 W(R) z S57 10 W 0.77 OF COR. co
<br /> �, I I = PROPOSED 10 P.U.E. _ = SUBSEQUENTLY ACCEPTED BY R.S. 34-183. THE CURRENT GRANT DEED D.N. 2002-031478
<br /> N45 01 47 W 28.30 , PER R.S 34-183 ;�, DESCRIPTION STATES "... THENCE NORTH ALONG SAID WARDROBE PROPERTY ("A" 152-178)
<br /> o � BY SEPARATE DOCUMENT � 901.42 5 N tt
<br /> 0 EAST 0 0 0 , AND THE NORTHERLY EXTENSION THEREOF TO THE POINT OF BEGINNING.
<br /> uta iz 230.24' _ _ _ z ?a2 �'_ - z - -2312; - - - Z - - - 202.57 C C� rn
<br /> N tt ti
<br /> w ; \ 233.07' `o THE DIRECTION OF THE NORTHERLY EXTENSION OF THE WEST LINE OF THE ABOVE REFERENCED
<br /> _ 270.57'
<br /> 300.21' 229.39' 239.22' _ o� ' -� PROPERTY WAS ESTABLISHED BY A LINE FROM THE N.W. CORNER OF SAID PROPERTY TO THE
<br /> L3 290.731 240.33' 240.33' 243.67' THE POINT OF BEGINNING OF D.N. 2002 031478.
<br /> a PROPOSED STRE 24.33 t
<br /> � � /EAST(R) 257.40
<br /> ti t6 - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - Cl43.68' IT IS MY OPINION BASED ON THE RECORDED DOCUMENTS AND MAPS REFERENCED ON THIS
<br /> ca 220.71' 0 240.33' 240.33' 199.99' C2 G� RECORD OF SURVEY THAT THE ANGLE POINT AND THE LINE SHOWN NORTHERLY TO THE
<br /> EAST 0 901.36 - POINT OF BEGINNING WAS INTERPRETED CORRECTLY BY P.M. 19-180 AND R.S. 34-183
<br /> T tt t 0 , rn I o t ,i C7=C2+C3+C4+C5
<br /> a c 44058'14 E 28.27 00 PROPOSED 10 P.U.E. ,� I S40 22 03 W(R) (TOTAL CURVE) AND FURTHER ESTABLISHED BY FOUND MONUMENTS SHOWN HEREON.
<br /> r N00003'33"W 55.00' BY SEPARATE DOCUMENT "clZ
<br /> 0 EAST S29°07'02"W(R) 1272.46
<br /> r F_ :� EAST 50.00' BEZLEY 2. THERE IS AN OVERLAP IN THE GRANT DEEDS I.N. 92102905 AND D.N. 2002-031478
<br /> }n I I D.N. 2002014 18 I OF A PORTION OF THE ABANDONED '5th" STREET. THE BOUNDARY IN THIS AREA WAS
<br /> o J .S. 4�18 I EAF�NAF�D SHOWN ON R.S. 34-183 AND IS SHOWN ON THIS MAP FOR INFORMATION ONLY.
<br /> IT S OF THIS
<br /> O.R. 3934--1-13
<br /> THE PROPERTY THE
<br /> ORE OWNERSHIP SURVEY
<br /> OF THEOH ATUSRMN DETERMINE ESTABLISH THE
<br /> Q u
<br /> Lo tj i� l o N F .S. 110
<br /> �tN I °o PARCEL 9 PARCEL 8 �, PARCEL 7
<br /> W 3.2 A S Lo 2.64 AC. GROSS N 2.63 AC. GROSS I0 2.65 AC. GROSS o0 2.78 AC. GROSS
<br /> 00� I I CURVE TABLE
<br /> w V) I d- CURVE RADIUS DELTA LENGTH CHORD
<br /> w I I I Cl 55.00' 40022'03" 38.75' N69048'58"W 37.95'
<br /> C2 50.00' 110 15'01" 9.82' S55°15'27"E 9.80'
<br /> C3 50.00' 119007'02" 103.95' N59033'31"E 86.21'
<br /> u- I C4 50.00' 90000'00" 78.54' N45000'00"W 70.71'
<br /> -Lo--PROPOSED 10' P.U.E C5 50.00' 40022'03" 35.23' S6904858"W 34.50'
<br /> =
<br /> BY SEPARATE DOCUMENT �- C6 55.00' 40022'03" 38.75' N690 48'58tI E 37.95'
<br /> Ccf)o C7 50.00' 260044'06" 227.54' NORTH 76.19'
<br /> REFERENCE MON. SET 0 0 0 1 z SW. CORNER OF
<br /> 50' E. OF 1/4 SEC. LINE z z z tt ►� C8 100.00' 11031'43" 20.12' N05042'19"W 20.09'
<br /> A -152-278 PER o , tt t
<br /> 290.25' ► iL 243.69' 7 41' R.S. 34-183 C9 150.00 26021'20" 69.00 N01 42 30 W 68.39
<br /> ' 240.35 240.35 1272.05' i 1"--
<br /> �--S89°19'01"W
<br /> FD. 3/4" REBAR �� BEZLEY FD. 3/4" I. PIN
<br /> TAGGED LS 2273
<br /> NO REF. D.N. 2002-0314-18 TAGGED "RCE 8189"
<br /> 34-183 PER R.S. 15-89,
<br /> (D.D. SHEET #8) PARCEL 12 SEE SHEET 1 OF 2
<br /> S27036'W 0.79' OF COR. 03/23/ s2. owc
<br /> PER R.S 34-183
<br /> .•
<br />
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