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<br /> NREFERENCES ���°���°° R:700148X R
<br /> (R1) R.S. BOOK 31, PAGE 49, 5-29-1990 ?� N3810
<br /> • R / / SFW
<br /> (R2) R.S. BOOK 33, PAGE 62, 5-19-1995 R N 4° /
<br /> R3) R.S. BO , , N ° o \ / / 3N PIPE
<br /> ( OK 31PAGE 1049-14-1990 ' • / i � 20'� LSS 4450 (R1) .
<br /> (R4) R.S. BOOK 20, PAGE 68, 5-26-1970 / �\ / 3, SEE DETAIL "D" SFIyF R8
<br /> (R5) DEPARTMENT OF WATER RESOURCES - AEPR04MATE 1/4 SECnON UNE �� ry a
<br /> RIGHT-OF-WAY MAP, DRAWING N0. 01008-39-04 __ �C�y �% °�`�/ �''� -'� --- � , `° - - --__ -� ( _
<br /> (R6) R.S. BOOK 17, PAGE 21, 1-24-1968 / / `` N0078251E
<br /> (R7) M.& P., BOOK 31, PAGE 62 / BERKELEY` N89*39'21'W 498.!6' 148.95
<br /> (R8) R.S. BOOK 31, PAGE 186, 8-7-1991 '� $ ° ►� \ 4p g N89 t3921 W 502.72 T
<br /> , / N / • •�,�` / HCl v° N89yJ9'21~W _ 554.74'(N-M) v I
<br /> y9'� `� �/ . 9 .^� 8� c12(r� ROAD 427.81' 8r 74.94' 51.99 o q�
<br /> s � REM ASN ,635 / / / <1r�k / a N89`39'21'W 427.81' v� air, I Y 0
<br /> 635 9' / '� / ° ryQ-
<br /> 4. ,1a•E�S���F ' 63y5 / /, / R = 6500
<br /> / / o c = 10206 �son
<br /> 6 / / / = CH=N44'40'28~W �_� O
<br /> / �•�,ig'E 91.89' • I W( _
<br /> / N6 /� / R'Vl -� / N89 41'35'W in a
<br /> o �- °�5,�g•E PEES / _ 1ao1' ,,,, N Z
<br /> = 00"50'1LR
<br /> 3 (a RED FOR o�p N r �<
<br /> 00
<br /> tt R 1 R = 1058.00 I$
<br /> 31330•p R' 1� L a 15.46' D£DICA ncw) .^ r a j
<br /> `L N89°3921'W
<br /> p 498.16'
<br /> 169 '21'W
<br /> SEE SHEET 3 21 50272(T)
<br /> •k /
<br /> A�1 / / ��-�! G� / / SECTION �L8 DETAIL aD� NI n
<br /> G�l '� 13� / c�` �.
<br /> �.,Q T. 2 S., R. 4 E., M.D.M. o� NOT TO SCALE
<br /> / � \$ / / Curves Table
<br /> N4 / CURW RADIUS LENG IH CHARD CHORD BEARING DELTA
<br /> C5 1142.00 198.24 19799'-- N84 40 W 09 45 LEGEND
<br /> C12 35 00 55.7Y 50.06 N01°46 50 E 91'78'06'
<br /> 3r- / Line Table 3 95800 289.65 2M.5N56 17 9 24 REMAINDER BOUNDARY
<br /> UNE BEARING DISTANCE C14 742.00 182.75 18229 N5 415 E 14'06 4?
<br /> N46 E 3M-M) C15 35.00 4.738 40.68 N86V905 7147059- PARCEL UNE
<br /> L9 N43 214 W 6701 M_-_M C16 542.00 66.33 66. 8 N 1 '46"W D 41 _
<br /> Cf7 1142.00 484.42 480.80 N7 3Q 13 W 2478'15' MONUMENT UNE AND CENTER UNE
<br /> / C18 1142.00 286.19 285.44 N72 51 W 14 130 --- -- --- -- - EASEMENT LINE
<br /> / \ y C21 500.00 80.63 80.54 N4 5 01 W 09#14 21 --- SECTION UNE
<br /> SEE SHEET 3 y
<br /> 'C� C22 700.00 229.97 M-M 228.9.3 N56036 18'4923 a .`y Qo SET STANDARD CITY MONUMENT, 2 1/2" BRASS
<br /> C2 .00 91.78 91.71 N49 41 6 0
<br /> `�' DISK IN MONUMENT BOX, STAMPED RCE 25281
<br /> 3 �!,_ r'� s � c24 700.00 13819 137.9 N59ro5 5E E 11 840 �
<br /> ;, ie?, C C25 700.00 5756' 7 N465 E 04 042'41 $ UNJTED O SET 3/4" X 30" IRON PIPE WITH CAP STAMPED RCE 25281
<br /> 4: y1 C26 700.00172.41 171.9 N5 4! 14106'42' a FACUT'JES FOUND IRON PIPE / POST, OR AS NOTED
<br /> C27 1000.Ob 325.08'(U-ME .323.65 N5576 32 E 18'.3 3
<br /> \ C28 1000 305.58 304.39 N56 03 E 1 30 J.N. 97095335 PUE PUBLIC UTILITY EASEMENT
<br /> C29 1000.00 19.50 19.50 N464 Q 71E of V702_ SDE STORM DRAIN EASEMENT
<br /> c3o 1000.00,
<br /> 4 C31 1000.00 3�� 301.2022.73 N464650 E 01 808 (M-M) MONUMENT TO MONUMENT
<br /> SEE SHEET 5 'a' .a�� '`so \ 02 10590b 448.79 445.43 N77.3013 W 24 815 (R) RADIAL BEARING
<br /> err, s J� 458.00 181.62 18a43 N53 928 W 22 43 i5 (R1) REFERENCE
<br /> �'a•_ NA C34 35.00 5869 5205 N05 4 24 E 96474 29
<br /> C35 658 00 129. 129.69 N59 It 840 r SFNF SEARCHED FOR, NOT FOUND
<br /> \ C36 104200 31841 JUIF N56'00'0.5T 1'J0' R.S. RECORD OF SURVEY
<br /> C37 35.00 54.4 49.14 N88 958 W 89010'28' M.& P. MAPS AND PLATS
<br /> 08 2042. t0.39 /a 4 N43°43 9 W 00'1 7rJ0 P.M. PARCEL MAP
<br /> C39 2000.00 10.18 to 18 N4J 4329 W 00 30
<br /> C40 11 00 466.61 AI-AI 46.31 N77 O12418`15- I.N. INSTRUMENT NUMBER
<br /> C41 500.Od 117.65 N-A/ 117.38 N5839 W 13 854 L1///!////// RESTRICTED PUBUC ACCESS
<br /> C42 500.00 61.19 61.15 N61 '46W 0 41
<br /> C00 56 644 N 1 W ik 1 C/L CENTERLINE
<br /> (M) MEASURED DATA
<br /> (T) TOTAL
<br /> A
<br /> PARCEL MAP
<br /> ,BASIS OF BEARINGS NOTES: MS-98-12
<br /> A SUBDIVISION OFA PORTION OF THE EAST 1/2
<br /> THE BEARING OF THE SOUTH SECTION LINE OF THE SOUTHEAST 1/4 OF 1. ALL REFERENCES ARE TO SAN JOAQUIN COUNTY AND BOOK OR VOLUME
<br /> SECTION 2$, T. 2 S, R. 4 E. BEING N88°35'07"W, TAKEN BETWEEN THE PRECEDES PAGE. OF SECTION 28, AND A PORTION OF THE NORTHEAST 1/4
<br /> 2. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED. OF SECTION 33, TOWNSHIP 2 SOUTH, RANGE 4 EAST,
<br /> SOUTH 1/4 SECTION CORNER AND THE SOUTHEAST CORNER OF SAID 3, DEVELOPMENT OF THIS SITE IS SUBJECT TO THE PATTERSON PASS BUSINESS MOUNT DIABL0 MERIDIAN,
<br /> CD SECTION 28 AS SHOWN ON RECORD UI SURVEY FILED IN BOOK 31 BA PARK SPECIAL PURPOSE PLAN PP-94-1 AND TO DEVELOPMENT AGREEMENT COUNTY OF SAN JOAQUIN,
<br /> SURVEYS AT PAGE 186 IN SAN JOAQUIN COUNTY RECORDS IS THE BASIS ( )
<br /> OF BEARINGS. NO. DA-90-1, AS AMENDED. BOTH OF THESE DOCUMENTS ARE AVAILABLE AT , STATE OF CALIFORNIA
<br /> THE SAN JOAQUIN COUNTY COMMUNITY DEVELOPMENT DEPARTMENT. 0 100 200 300
<br /> 4. FOR FUTURE DEVELOPMENT OF "DESIGNATED REMAINDER", SERVICES SHALL BE
<br /> PROVIDED IN ACCORDANCE WITH THE ADOPTED COUNTY DEVELOPMENT POUCIES m RUGGERI-JENSEN-AZAR & ASSOCIATES
<br /> FOR 'DIVISION 11: INFRASTRUCTURE STANDARDS AND REQUIREMENTS" OF THE ( IN FEET > CIVIL ENGINEERS, PLANNERS, SURVEYORS
<br /> SAN JOAQUIN COUNTY DEVELOPMENT TITLE.
<br /> E 1 inch = 100 it. PLEASANTON, CALIFORNIA
<br /> r
<br /> JOB NO. 981007 SLILY 1999 SHEET 4 OF 6 SHEETS
<br /> Iz?o
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