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<br /> FD. 3/4" I.P.
<br /> NO TAG ACCEPTED
<br /> S89°54'35"W AS (13,C)
<br /> SEE DETAIL -
<br /> ,- S89 53 36 W (C) � �� 085'35'47"E
<br /> J -_ `� 4_56.68' _ f SEE DETAIL N83 33,28„E N85'34'30"E(C)
<br /> A -�--- _- „B�, 094.34'30 E(C) 58.41 PREPARED BY:
<br /> N86 40 47, E
<br /> 60 086 39 30,E(C)
<br /> N83'33'28"E FD. 3/4" I.P. 30 Wilton
<br /> 1 �B 0 ; 083 34 30 E(C) CAPPED LS 4858 (C) _ 325.7
<br /> 3
<br /> 30 60, e 86 i 51.10 1
<br /> � 4 9 3 56,04 w C 1044.9 _...�-
<br /> 4' 3.55'02"W S8 _______ ---- LAND 5 U RV EYI N G
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<br /> E � '
<br /> N S
<br /> FD. 3/4" I.P. PO BOX 435 LODI CA 95241 --0435
<br /> 74.18 AC. LINE 4r)CO
<br /> GROSS c0) IV 017°09'25"E , , ' 78;2 3;31'; CAPPED LS 4858(C) (209) 747-01 69 dbwsurvey@yahoo.com
<br /> 168.08, 78 33 30,(A)
<br /> z N09'40'05"E ! FD. 1 I.P. CAPPED 56.45' 31.45' RECORD OF SURVEY FOR
<br /> 167.31 J' PLS 4858 (B)��. BENT- USED FOR LINE _ LOT LINE ADJUSTMENT
<br /> 2 89 AC. S17 58 01 E j DELTA AVE.
<br /> GROSS \'�. 105.17' OF A PORTION OF LOT 52 OF UNIT #2A
<br /> _ SCAL
<br /> NEW S75.30, » ! NEER-�.� oj� 105.2 (A) FD. 1" I.P. CAPPED ,i �..-._25.00' B "PESCADERO COLONY" 1"=250'
<br /> OPERTY 370.4�Q E -• PRO NE ss �` PLS 4858 (B) ( ) IN RANCHO EL PESCADERO
<br /> PR i LI CO SAN JOAQUIN COUNTY, CALIFORNIA
<br /> E
<br /> SIN o, `r��,, S89'32'08"W o DETAIL "A" JULY,2009 SCALE: 1 "=250'
<br /> LEGEND: 3.39 AC. \��'� 25.35'(M) MON. TO MON. N N.T.S.
<br /> c,�,
<br /> S.J.C.S.R. SAN JOAQUIN COUNTY SURVEYOR'S RECORDS ',� ��� GROSS �'�,.600, 26.21'(M,B) TO PROP.LINE
<br /> S.J.C.R. SAN JOAQUIN COUNTY RE
<br /> R.S. RECORD OF SURVEY, BOOK - PAGE, S.J.C.R. •�,���, �' r BASIS OF BEARINGS:
<br /> o P.M. PARCEL MAP, BOOK - PAGE, S.J.C.R. 129 00, THE CENTERLINE OF DELTA AVE. BEING S69'12'57"E
<br /> M.&P. MAPS & RECORDS, BOOK - PAGE, S.J.C.R. J Q� FD. 3/4LUME PAGE, S.J.C.R. " I.P. NO TAG X572 50J' C AS SHOWN ON (C)
<br /> a o O.R. OFFICIALACCEPTED AS (C) ��_4 �.�
<br /> N N I.N. INSTRUMENT NUMBER, S.J.C.R. W �': E
<br /> FD. FOUND NEERT`( w S05'44'59"W 111.81 r r-- SURVEYORS NOTES:
<br /> 3 S.F.N. SEARCHED AND FOUND NOTHING PRpPNE Q 102.58'
<br /> R.O.W. RIGHT-OF-WAY 1 . THIS MAP REFERENCES LLA #'S PA 09-102 & PA 09-103
<br /> c� 066'18'59"E �� 102.6 (A)
<br /> CALC. CALCULATEDS72°57',45"E 2. STATEMENT OF PURPOSE: THE PURPOSE OF THIS SURVEY
<br /> ,cy M) MEASURED DATA 253.26 �Q" S18036'59"W 17.19 IS TO ESTABLISH AND MONUMENT THE ADJUSTED PROPERTY
<br /> � D.N. DOCUMENT NUMBER, S.J.C.R. - 137.97 $$ ,O LINES AS DESCRIBED IN NOTICES OF LOT LINE ADJUSTMENT
<br /> -� 138.0 (A) D-TAIL B PA-09-102 & 103 RECORDED ON 9/17/10 AS DOCUMENT
<br /> � C.H.W. CHAS. H. WIDDOWS o N.T.S. ,
<br /> --�--- FOUND MONUMENT AS NOTED NO.'S N0. S 2010-122810 & 2010-122809
<br /> SET 3/4 - 30 LONG REBAR WITH / Doe p: 21 02:31:25 RESPECTIVELY, SAN JOAQUIN COUNTY RECORDS,
<br /> PLASTIC CAP STAMPED LS8080 265.6'(A) Page: i of 02 Fee: 8.00
<br /> ASIS OF BEARINGS AND TO CONFORM WITH SECTION 8762 OF THE
<br /> B.O.B. B ' Kenneth W Blakemore$
<br /> I.P. IRON PIPE San Joaquin County Recorders PROFESSIONAL LAND SURVEYORS' ACT.
<br /> Paid By: SHOWN ON DOCUMENT 3. THE CENTERLINE DIMENSIONS OF TOM PAINE AVE. WERE
<br /> N.R. NO RECORD PER1Y S07*47'59"W ' �' L��'I`� ��tr�
<br /> PRO � 49.89' ��� 10t' I? DETERMINED BY ROTATION & PRORATION BETWEEN THE
<br /> LD SEE DETAIL I RESULTANT OF THE POINT DETERMINED AT THE INTERSECTION
<br /> FD. 1" I.P. CAPPED _ ,�C„ --N� O` 49.9 (A)
<br /> PLS 4858 N.R. LINE \� -- - -_ ___ _ � 084°17'37W OF DELTA AVE. & THE IRON PIN FOUND TO THE SOUTH.
<br /> ( ) �" �`� I
<br /> -- -n ; 61.68
<br /> FD. 1 I.P. CAPPED 11
<br /> PLS 4858 (B) S48018'04"E OLD PROPERTY
<br /> u\ i 237.68 I o _ _ RECORDER'S STATEMENT:
<br /> 136.49
<br /> LA L►NE 07 5.9 a _"J �' _o�_ j1_______ DAY 0 F a�'L�a r ___ 201 L AT
<br /> -----_ 27.13' '53"W
<br /> 20-75
<br /> NEw '4I 6� FILED THIS _
<br /> S80-27 ppER1Y �, o c� ► __ .2 _.5 �_--- -F.M. IN BOOK ------ ___-__ OF SURVEYS, AT
<br /> [84.22
<br /> 4'30'53"E ! i ��� 838,30' i PR SINE ^ a' 0? 30.80' PAGE __��-------- AT THE REQUEST OF ERNIE & GLORIA
<br /> �� 1 o �►.�
<br /> ' 6.21 AC. .D COSTAMAGNA.
<br /> co ,� 00
<br /> S48'18;04"E - GROSS
<br /> 2.82 rn co DETAIL „C„ FE ----�
<br /> 6 1 N.T.S. -- - -- - .
<br /> FD. 3 4" REBAR W
<br /> ' /' 1.31' FROM ✓Z112.89' -
<br /> 21 33 55 E SET MON
<br /> S BY- -
<br /> „ �• � ,�� �� �_ �" -- -- DEPUTY
<br /> ----- --------
<br /> FD. 1 I.P. SHOWN
<br /> N75-14'57"W K LNNETH W. BLAKEMORE - /
<br /> No N to 5.00 FROM � ASSESSOR - RECORDER
<br /> S24'S8�07"E �,� z PROP. CORNER d:, COUNTY CLERK
<br /> 140.02 0_1-,4
<br /> 145.88
<br /> 45. 8 AC. 14,57„ ,
<br /> S07'2 '51„ s•3
<br /> W f� 01-� W 40 W
<br /> 92.64 SINE NE 3
<br /> N
<br /> o, SURVEYOR'S STATEMENT:
<br /> 0
<br /> S22059'51„W PR LINE o �,� �,• O,
<br /> 0 2.76 AC. d. O�• THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY LAIVb J, .
<br /> 141.41 GROSS �^���� DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE 3YRO �G.
<br /> PROFESSIONAL LAND SURVEYORS' ACT AT THE REQUEST OF ERNIE & GLORIA aQo,§, N����Lo�
<br /> PR
<br /> S00'56'09"E_..� - N7s•14,5 COSTAMAGNA IN JULY 2009.
<br /> a
<br /> S31005'59"W
<br /> 78.22 _ EW 39 �"W .N 54.49'
<br /> No.8080
<br /> N TY 2p d. 54.5'(A) DATED THISPCC r�n�� 201P. * ®cP.92-31-/l�
<br /> DAY OF
<br /> 54.41'09'. S11°25'59"W
<br /> 610.0210 E LIN 249.23 -- --- C��,ti° .
<br /> 249.3'(A) DUSTIN B. WILTON, L.S. 8080
<br /> LICENSE EXPIRATION DATE: 12/31/11
<br /> S6s9� >► S36'56'59"W
<br /> 62 09., S,40054 '594 W 111.67' I
<br /> B17S, F 3.39 111.7 (A) �cn o COUNTY SURVEYOR'S STATEMENT: QRo o q
<br /> 1'j
<br /> �. S40'16',59"W °��••5 P QpQO�i� THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THEASM,D� 1N
<br /> J07.5P, 4 .`�• •Q•oo ,� PROFESSIONAL LAND SURVEYORS ACT07.6 A) 'S v - r_�
<br /> s, rn THIS DAY 0 F ��! l�iG�l ,� L• `r
<br /> ..� --�---- - ---- 201 W m
<br /> A ` ----- Cr
<br /> I
<br /> No. 26994
<br /> fog THOMAS R. FLINN, R.C.E. 23341 * EXP 3-31- �
<br /> SURVEYOR COUNTY
<br /> FD. 1" IRON PIN NO TAG s cw
<br /> ACCEPTED AS (A) REGISTRATION EXPIRATION DATE: 12/31/11
<br /> REFERENCES:
<br /> (A) M. & P. 10-123, S.J.C.R. �, ,`<v CENTERLINE DETAIL
<br /> (B) P.M. 21-3, S.J.C.R. C3 -Q ,�P �---S40'54'59"W SCALE:1"=250'
<br /> (C) P.M. 15-128, S.J.C.R. 303.K
<br /> Waft
<br />
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