CURVE DATA CALIFORNIA GRID COORDINATE
<br /> 6/- --
<br /> CURVE No. RADIUS DELTA LENGTH CHORD BRG CHORD PT. NO. X Y o n P P c Z S.J. CO. BOLT a WASHER LEGEND:
<br /> .AAA b1t���li� m LT)
<br /> o AT E. I/4 CORNER OF
<br /> 1 964, 86' 1 2° 36' 36' 432. 44' S10° 41 ' 46' E 431 . 56 ' I 1755423.85 563900.28 �p p��� �� o pP P 0 a W 1' SEC. 6 B.O.B. DENOTES BASIS OF BEARINGS
<br /> 2448, 00' 313 57' 1 52, 35' S_72° 59' 31 ' W 1 52. 33' 5106.19 563792,20 1111 �01�11��� m m n n)
<br /> I 2454. 00' 21 54' 52' 1 24, 83 578° 31 ' 59' W 124. 81 ' 3 1754914.45 563735.44 PARCEL MAP �(N S.J.%.R. DENOTES SAN JOAQUIN COUNTY RECORDS
<br /> 2454. 00' 1 2° 27' O1 ' 533, 25' S86° 12' 55' W 532. 20' 4 1754198.14 563661 .74 BOOK 15 , PAGE 187 AOD=
<br /> S.J.C.R. o DENOTES SET 3/4" BY 30" LONG IRON PIN TAGGED R.C.E 15831 ,
<br /> 886. 24 73° 04' 1 9` 11 30, 26' N51 ° O1 ' 24' W 1055. 21' 5 1753575.32 563941 .17 48 55' UNLESS OTHERWISE NOTED.
<br /> 616. 00' 390 02' 27' 419, 74' N59° 41 ' 56'T_ 41 1 , 66' 6 1753331 .49 564410.60 11
<br /> 0' p
<br /> Ie 838, 0 26° 32' 1 9' 388, 1 5' N43° 33' 25' E 384, 69' 7 1753841.30 56_4507.67 9 • DENOTES FOUND 3/4"BY 30" LONG IRON PIN TAGGED R.C.E. 15831 PER (RI)
<br /> 9 838, 00 280 46' S8' 420, 9-7'-N 71 0 1 3' 03' E 416. 56' e 1754233.62 564784.90 J9 ,) 335.39
<br /> ,.r�Q�'_ - DENOTES SET 3/4" BY 30" LONG IRON PIN TAGGED R.C.E. 15831
<br /> _ 9 1754926.09 _565218.48 N- _---- „� _ ---- A Do
<br /> __ ►
<br /> 17,55260.47:] 565244.16 ,8�g�''4" _ ;1F;, . i;'. .""r "' t= -- IN CAST IRON MONUMENT BOX, UNLESS OTHERWISE NOTED
<br /> CURVE NO. RADIUS DELTA LENGTH CHORD BRG CHORD I I 1755327.66 564.369.23 % ,BOg 1 L� N. 0 260.39
<br /> DENOTES FOUND 3/4" BY 30" IRON PIN TAGGED R.C.E 15831 IN CAST
<br /> 1 1 909, 86' 1 4° 24' 00' 480, 00" S1 1 ° 35' 28' E 478, 74 ' 97 N04 23'28"W t t IRON MONUMENT BOX, UNLESS OTHERWISE N01ED
<br /> 2 2490, 0 21 ° 1 3' 54' 922, 70" S_81 ° 49' 29' W 91 7, 43 ' t �'���' ,,� q20 ' 42.00 N49-23'28",W Zj ,�
<br /> 3 2490, 00' 1 6° 37' 44' 722, 67' 584° 07' 34' W 720, 1 4 ' I � `� / 28.28 0 DENOTES FOUND 2.5 BRASS DISK SET IN CONCRETE AND STAMPED
<br /> 4 2490, 00' 4' 36' 10' 200, 03' 573° 30' 37' W 1 99, 98 ' p� 19 I : Z "CITY OF STOCKTON MONUMENT-R.C.E. 14269"
<br /> _ 10' P & P.U.E.
<br /> 5 2454, 00' 10 21 ' S3' 658, 08' S_84° 45' 29 ' W 656, 11 ' 11 �, Jp o o U (R) DENOTES RADIAL BEARING
<br /> 6 922, 24' 76° 46' 43' 1 235, 84" N49° 1 0' 12' W 1 1 45. 42 ' ", N _ n
<br /> 7 922, 24' 43° 26' 43' 699. 30' N65° 50' 12' W 682, 67' goo° o° N w ILl
<br /> O P.& P.U.E. DENOTES PLANTING AND PUBLIC UTILITY EASEMENT
<br /> N
<br /> 8 922, 24' 33020' 00' 536, 54' N27' 26' 51 ' W 529, 00' ,� ��' �h 18 c0 dB DENOTES NOISE CONTOURS IN DECIBELS
<br /> 9 580, 00' 480 55' 54' 495. 33 N54° 45' 1 2' E 480. 41 ' 8 iii �b' Z D r
<br /> 10880, 00' 55° 19' 17' 849, 68 N57° 56' 54' E 817 05 ' 0 j 111E DENOTES RESFRICiED ACCESS ( EXISTING )
<br /> n
<br /> 111 838, 00' 550-i 9' 1 7' 809. 12'1 N570 56' w 7.54 Ac
<br /> / O o ('R 1 ) DENOTES MAPS i ID PLATS, BOOK 30,PAGE 71 , S.J.C.R.
<br /> C3
<br /> 0
<br /> r 0 0
<br /> 55' 55'
<br /> 940
<br /> � (RIGH 7T URN' ACCESS OPENING
<br /> O
<br /> ' •.•„�"����,o� \••.2gsy UNLY) ;
<br /> 0� .� kl-
<br /> �, \ J N81.3p,00..E
<br /> ��
<br /> v' �9•
<br /> � 654.75' I
<br /> 9 N�� � R9'�' NOTES:
<br /> 7 00 '°O , �� / ���J w cin °D CK)
<br /> cn o cn 1 . THIS RECORD OF SURVEY MAP CONTAINS 43.47 ACRES.
<br /> 17 \ NEW PROPERTY LINE O oW cn c" X-1755272.82
<br /> pp' c': `'- R� vn 2. CENTERLINE MONUMENTS SHOWN HEREON WILL- BE
<br /> 519 ()0 / \ cn Y=564365.02
<br /> 36 36 5ET WHF-KJ A,.G, SPANOS PARK , U N IT NO. 2 IMPROVEMENTS
<br /> 6 079p9"ECR)-= "
<br /> At-JCI PRIOR TD P-I NAL079 ,�ccEF�TANc E
<br /> _ F3Y T�{E CXrY OP STC�CKTo1J•
<br /> 461.19.--�' 10' P & P.u.E. '7 _ _ ._ -� — -- _____ ____ 3. BASIS OF BEARINGS:BEARINGS, DISTANCES AND COORDINATES
<br /> 2918,
<br /> N32'21'00ORIGINAL ORIGINAL LOT 11� ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM, ZONE III.
<br /> -j- o A LINE BETWEEN CITY OF STOCKTON MONUMENTS 4N-12 AND 4N-13
<br /> LINE ORIGINAL LOT LINE WHICH BEARS S 88'26'23" E AS SHOWN ON CITY OF STOCKTON
<br /> I
<br /> N75'30'45 o ��� TRAVERSE CONTROL SURVEY, PHASE IV, FILED IN BOOK 28 OF
<br /> E(R) cD
<br /> N II N85 36 32 E (R) SURVEYS, AT PAGE 180, SAN JOAQUIN COUNTY RECORDS. ALL
<br /> 55 00'
<br /> RESTRICT-886SD ACCESS N8z•4_p pe"E R I DISTANCES SHOWN ARE GROUND LEVEL DISTANCES AND MUST BE
<br /> R-886.24'
<br /> \\ L=BUFs.U' I X40 OPEN S I MULTIPLIED BY 0.9999406 TO OBTAIN GRID DISTANCES.
<br /> co 12.48 Ac (RIGHT TURN ONLY) 4. EACH LOT SHALL BE DESIGNED, GRADED AND MAINTAINED TO
<br /> LA
<br /> rn�• �� N 1 n ►��, PROVIDE PROPER DRAINAGE WITHOUT CAUSING SOIL EROSION,
<br /> 2 3.45 Ac 12 PONDING OR DRAINING ONTO ADJACENT PROPERTY, ALL LOTS
<br /> oer
<br /> ' SHALL DRAIN FROM REAR TO FRONT UNLESS OTHERWISE NOTED.
<br /> I' o rn
<br /> 8 c,
<br /> 5 C, 40' ACCESS OPENING
<br /> .
<br /> N72'59'56"E(R) 55
<br /> 2 55
<br /> I 54.23' N2T06'14"E
<br /> SCALE ? , 44.38' 27.84 1
<br /> 6
<br /> N'. =_- N15'13'31"W(R)
<br /> CD. jp-
<br /> 13
<br /> . N p N►' �1 3 J
<br /> �� ��'z 06 �lFl
<br /> 1':-150 GQ' \ � °' 10 �, . �, F n a3 N.r '5
<br /> '6� ~' P & P.U.E. 12'
<br /> 0 7 <��2�S- 6.41 \ I6 68.03'-I I4 4 8'� ' 922 '�' >
<br /> G �'6 . 8 t5 1'L pp .
<br /> �� yy 3 4 8 il��,
<br /> 0'
<br /> G .,� _ — -- 533 . 25 — `- L_658•
<br /> M Y 2 5 R=2454 .00 R=2490 .00 W ULEV ARDI 4 — 2 -�
<br /> -SPAN
<br /> � L=722.67 a, B� 3
<br /> f �4 N72'26'16"E -�
<br /> 98.61'
<br /> RECORD OF SURVEY MAP
<br /> MAPS AND PLATS , BOOK 30,PAGE 71 1. (LOT LINE ADJUSTMENT)
<br /> S. J.C.R. BEING A PORTION OF SECTION 6,
<br /> I T.2N., R.6E., M.1).B. & M.
<br /> N88�ZG'Z3"lv CITY OF STOCKTON, SAN ,I' )AQ(''N COUNTY, CAILFORNIA
<br /> B. 0.8. 6009. 6$ A. R. SANGUINE! 1'I , . ASSOCIATES
<br /> • X- /750/56, 7g ---,•
<br /> YCONSULTING � 1VIL I t;iNEERS
<br /> =563p.¢•1/s
<br /> 4N-13 5651 N. PERSHIIJG AVf , SUITE B-1
<br /> X=/75g/63.85 STOCKTON, CALIl ORNIA
<br /> r=562863.53 (209) 477-0899
<br /> 4N-12 NOVEMBER , 1990
<br /> SHEET 2 OF 2 SHEETS
<br /> / � 1�>2<a000-00, /,,�l
<br />
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