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<br /> LEGEND RECORD OF SURVEY FOR LOT LINE ADJUSTMENT
<br /> SET 3/4" .x 30" REBAR W/ TAG LS 5614 PORTION OF TWIN CREEKS ESTATES UNIT NO. 1 , MAPS AND PLATS, VOLUME 30, PAGE 25
<br /> ON NEW SIDE PARCEL LINE 6 'FROM A P OF SECTION 7, TOWNSHIP 2 NORTH, RANGE 6 EAST, MOUNT DIABLO MERIDIAN C/L POINT NORTHING FASTING
<br /> BACK LOT LINE A PORTION P1 560 603.728 1,750,418.678
<br /> ESTATES UNIT N0. 1 MAP & CITY OF STOCKTON, COUNTY OF SAN JOAQUIN, STATE OF CALIFORNIA P2 560 628.614 1,750.544.969
<br /> (D TWIN CREEKS .
<br /> PLATS, VOL. 30, PG. 25� S. J. CO.1 RECORDS SCAM: 1" = 50' SHEET 1 OF 2 MAY, 1990 P3 560 377.372 1,750,632.767
<br /> � P4 560 181.936 1 750 701.062
<br /> • F2" REBAR W/ PLASTIC CAP � P 560 146.100 1 750 745.864
<br /> FOUND 1
<br /> / .
<br /> STAMPED PLS 4858 PER (D (6' TO R/W) "~
<br /> 52cp_ r
<br /> p FOUND 3/4" ST12. rn
<br /> co
<br /> EEL ROD W/ PLASTIC o -�
<br /> �� / � � CURVE DATA FOR THIS SHEET ONLY
<br /> ,�
<br /> CAP STAMPED R.M. BISHOP PLS 4858 2 CURVE RADIUS LENGTH CHORD BEARING DELTA
<br /> IN MONUMENT WELL
<br /> ,� Q 1-0 C1 4553.10' 65.93' 65.93' N79'18'36"E 00'49'47"
<br /> a"E PARCEL �o 9�<<J C2 47.00' 30.48' 29.94' N84'19'37"W 37'09'02"
<br /> P.U.E. PER T 521.19 5, � 1 3 h9V I? C3 50.00' 23.70' 23.47' S79'19'41"E 27'0910"
<br /> - - - - - - EXISTING LOT LINES PER m 1` N p p ,•�1 �h �`�' '�' F C4 50.00' 27.85' 27.49' N71'08'17"E 31'54'54"
<br /> NEW PARCEL LINES o 0 11®d `1�, �� '� �Q
<br /> C5 68.00' 25.85 25.69 N66'04 12 E 21'46'44o'
<br /> 3,90' FENCE EASEMENT PER GJ O� O PARCEL 0
<br /> 0 . � .- �1h �O 2 C6 4553.10 61.41� 61.41� N78;30�31"�E 00'46�22��
<br /> EXISTING RESTRICTED
<br /> �•z `L 14 C7 4553.10 105.49 105.49 N77 27 30 E 01'19 39
<br /> ACCESS LINE PER (� T OPARCEL
<br /> �G16 \ C8 68.00' 50.64' 49.48' S81-42'1 6"E 42'40'20"
<br /> P.U.E. PUBLIC UTILITY EASEMENT 201 12 C26 R�4) ���' '-FENCE C9 4553.10 18.08 _T8.08 N76'4051 E 00'13'39�"
<br /> (R) RADIAL BEARING �'�j / C10 68.00 43.91 43.15 S41'52'05"E 37'00 02
<br /> (OLL) ORIGINAL LOT LINE EASEMENT
<br /> o, cP C11 68.00' 17.06' 17.01' S16*10'54"E 14'22'20"
<br /> 60 NO2'45 06 W
<br /> NOTES: �( 1 o PARCEL a,\ Q, I I-
<br /> 28.86 C12 90.00 16.13 16.11 514'07 44 E 10'16'0 0
<br /> AT BACK OF l� �� l ,y� • P5 S2p�4, C13 50.00' 14.19' 14.14' N11'-0755"W 16'15'37"
<br /> 1. FOUND CHISELED X `s '
<br /> � PARCEL i° 11 19" ry '� C14 50.00' 14.19' 14.14' 511'07'55"E 16'15'37"
<br /> SIDEWALK PER (NOT SHOWN HEREON) -� o 8' C, 'S 0 4S, �' v C15 50.00' 54.69' 52.01' 550'35'56"E 62'40'25"
<br /> I OBLITERATED THESE MARKS 60 PARCEL �\0 r 1 0 �'=` �� I ,��^"^ UN 83 R2� ~+
<br /> i / C16 47.00' 69.60' 63.41' S39'30'48"E
<br /> -9-4-75-0'42
<br /> 2. SET CHISELED "X" IN SIDEWALK AT i _ •c h O PARCEL C17 47.00' 45.62' 43.85' 530'43'06"W 55'37'05"
<br /> 11 PARCEL 'o \ `'� rnY 8 00, . � L3 `�
<br /> FOLLOWING DISTANCE FROM R/W: 5 1 1 \ �" 11 5 01 P4 15 �ry . C18 47.08 120.49' 120.32' S57-24'27"E' ' 10'41'43"
<br /> „ „
<br /> 058' R/W WIDTH, 4' FROM R/W . 5,16E 0 �� � � 8 ��. �� � , 0 0 „� 1�0 6�` � G C19 645. :
<br /> 50' R/W WIDTH, 3' FROM R/W 5191 PARCEL o rn, G1'5 G1 6 , S, A� EEtm r, _ ['', C20 47.00 22.45 22.24 565'01 46 E 27'22 15 x
<br /> / ,9 "'Y C21 50.00' 13.51' 13.47' N43'36'19"W 15'28'39"
<br /> ON PROJECTION OF NEW PARCEL moo` \/' P �\. . 5191 pvE P `r 2 �1/ ,' R2? �1 C22 645.48' 51.96' 51.95' N65'03'41 "W 04'3645"
<br /> SIDE LINES AND AT ENDS OF 9 PARCEL a,= Jt 5 5� �-- 10 02 �� rn '�
<br /> 2 Q, 2 R6 I 0� / \ o. C23 607.90' 90.44' 90.36' N63'06'19"W 08'31'28"
<br /> CURVES. (NOT SHOWN \ 6 0 c� / 0 ,50 16 2 o c�
<br /> o, �+ P 0 00 ,D, �� / \ � �� C24 5001.31' 42.58' 42.58' 516'30'21"E 00'29'16"
<br /> HEREON) PARCEL \ 6 �� \NGS N� ,\ pP-, 6�+0� ry� c0 C25 68.00' 137.46' 115.22' 566'54'27"E 115'49'26"
<br /> NE CORNER LOT 4 ' �y� \ 5 `' 182 gtiPR _. / \ X113 rn v C26 47.00' 172.75' 90.67' 523'21'36"W 210'35'31"
<br /> g9 v' �• �� g1•���,� P5�5 0 �/� 8: \ o �o � C27 4553.10' 250.91' 250.88' $78'08'45"E 03'09'27"
<br /> PARCEL 96 psy i �6 19.15 0 \ \ �r �� C28 645.48' 172.45 171.94' 559'42'49°E 15'18'28"
<br /> R1 4 h�E `moo. y C29 50.00 51.55 49.29 N84'42 52 E 59'04 04
<br /> , „
<br /> s.
<br /> 4 >. 11 L1 L 519�1� �n \ \ R„\_
<br /> R1 Sp, ,�' NW CORNER LOT 17
<br /> 4192 �- •�c--\
<br /> BOUNTY SURVEYOR'S STATEMENT:
<br /> 59
<br /> 548. '44 E 66 \ \
<br /> p' N>>5036' �G h 2 �' � RING DIRECTION\ ' \ \ EA RADIUS THIS MAP HAS BEEN EXAMINED IN ACCOR ANCE WIT SECTION 8766
<br /> � RADIAL B %�
<br /> 91.0g• E vim / \ R1 512'54'05"E 47.00 OF THE LAND SURVEYORS' ACT THIS _ AY OF 1990.
<br /> o / R4 v �\ �� \ \ R2 NO2'54'16"W 50.00 Q tiEssio,
<br /> t,6 PARCEL d/ 1- 13 i �� `�► R3 S1 3'02'26"E 68.00' Rr M.
<br /> Ln 3 0� P2 \ ,- s,r, �'�'� \ �-' R4 S29'37'S4"W 68.00' 'PIr y�
<br /> I \ \ \ R5 S66'37'56"W 68.00' y
<br /> 1 r� HENRY M. HIR R. .E. 21,258 ,., ►•
<br /> V No. 21258 m
<br /> R6 S86'59'53'W 50.00' COUNTY SURV YOR OF SAN JOAQUIN COUNTY °C raN 9.30.93
<br /> •14'17"W R3 c► �� % ' N�� N0 25 '
<br /> N05 r v pG 2 R7 N08'03'51"E 50.00' LICENSE EXPIRATION DATE ;��-"�`�` * •
<br /> 2' oo \ SES �0, R8 N31'28'22"W 47.00' •1►�. CIVIL
<br /> R15 98.5 V `L cJ 5�P 0� . 0
<br /> E v i' �' R9 N11'17'07"E 47.00'
<br /> PARCEL 2g, N GRp�O P�-P RpS ' \ �� R10 N54'08'00"E 50.00' �I
<br /> o' 1 �\ PN cO .�RVEYOR'S STATEMENT:
<br /> W v;;; v 2 \v =(3) p5 R� \ • R11 524'14 54"W 47.00'
<br /> P O• THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER
<br /> � '�' --- R2 o M � G � �- R12 534'49 10 E 68.00
<br /> r-{ „ 5
<br /> z ,35 37 w M o, o ;n \ P �'' R13 513'25 58 E 4553.10 MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE LAND
<br /> �+ �10 cv U) CO a ,� SURVEYORS' ACT AT THE REQUEST OF LARRY W. AKSLAND INC. AND
<br /> N �p� 01 c> ,�, \ ,�� R14 N13'12�19°W 4553.10 °
<br /> N R16 \ R15 N11:52'40"W 4553.10 THE LUCKEY COMPANY IN APRIL, 1990. �c•O�NDBU'QL
<br /> a PARCEL �- - - - - - R16 N11 0618 W 4553.10
<br /> Q N \ " DATED THIS 3� DAY OF /�AY�t ___, FI-
<br /> w 1 � . P1 � � R17 510'16 31 E 4553.10 f � O,Q
<br /> C) R� ��Og"E \ R18 S73'4417"W 5001.31' $
<br /> R19 S73-15'01"W 5001.31
<br /> I�w6 1Kf�ll.ot DEMINE
<br /> wt-,. , ,�6�'�N 5125 0p'
<br /> �- v N2p1� L.S. 5614� 1 4`T1E) \ R20 N37'56'25"E 645.48 MICHAEL R. DEQ INE,
<br /> R21 N27'14'42"E 645.48
<br /> R17 9129 R=47 \ LICENSE EXPIRATION DATE: 9/30/90
<br /> R22 N22'37 57 E 1 607.90 `
<br /> �I \ R23 S31'09'25"W 607.90 La W14
<br /> NW CORNER LOT 2 / \
<br /> F C AF` ;v
<br /> O L ;
<br /> / BASIS OF BEARINGS:
<br /> THE BEARINGS SHOWN HEREON ARE BASED ON THE PLAT OF RECORDEF
<br /> T T N '
<br /> / TWIN CREEKS ESTATES UNIT NO. 1, BOOK OF MAPS AND PLATS,
<br /> VOLUME 30, PAGE 25, RECORDS OF SAN JOAQUIN COUNTY, FILED THIS DAY OF __ 1990, AT Zl',!1dM.
<br /> AND SPECIFICALLY THE CENTER LINE OF BLACKSWAIN PLACEIN BOOK _ 1_ OF SURVEY , ATP E __6s7AT THE REQUEST OF
<br /> / AS DEFINED BY THE MONUMENTS -FOUND THEREON, THE BEARING VAIL ENGINEERING CORPORATION.
<br /> / P OF WHICH IS REPORTED TO BE S 19'15'44" E ON SAID PLAT, (�
<br /> .STATEMENT OF PU OSE= AS SHOWN HEREON. FEE:
<br /> h
<br /> THE PURPOSE OF THIS SURVEY IS TO ESTABLISH AND MONUMENT NOTES: 0BY:
<br /> Y
<br /> LINE DIRECTION DISTANCE THE ADJUSTED PROPERTY LINES AS DESCRIBED IN CERTIFICATES
<br /> 04 AND 90-10 RECORDED oN 6-27-90 1. ALL DISTANCES ARE GROUND DISTANCES.
<br /> Lt S08'59'44 E 34.04' OF LOT LINE ADJUSTMENT 90-__ 64295 S.J. CO. RECORDS 2. TO CONVERT GROUND DISTANCES TO THE CALIFORNIA COORDINATE Y NE I. UDALL, CO NTY RECORDER 5 SANT RECORDER
<br /> L2 S08'59'44"E 7.88' AS INSTRUMENT NO._9.QQQfi4294 ANO 9000__ __ SYSTEM, MULTIPLY EACH GROUND DISTANCE BY 0.9999406. SAN JOAQUIN COUNTY, CALIFORNIA
<br /> .rX
<br /> L3 551'2038"E 15.09' AND TO CONFORM WITH SECTION 8762 OF THE LAND SURVEYORS' ACT.
<br /> L4 S19'15'44"E 4.46
<br />
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