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3,q
<br /> SES' SHEET
<br /> CURVE TABLE (DETAIL) 26 � I � \� 25' B.C.I.D. EASEMENT TRACT �
<br /> LENGTH RADIUS � D.N. 20134-061443
<br /> 2949
<br /> CURVE FEET, DELTA CHORD
<br /> A 20
<br /> (FEET) . (FE�T) � �,° �� �����°33"E SUBDIVISIONS OF SAN JOA, UICt� T�', CALIFORNIA
<br /> �o .
<br /> C9$ 36.14' 50.06' 41'2435 S 85025'10' E 35.36' © GY \ TANGENT POINTARB.01NA S
<br /> CATION
<br /> G93
<br /> 229.55'-- 50.00 262 4910 N 16 07 2`7 W 75.00 / ( ° 9 99
<br /> c100 30.14 X0.00 4f_°2_4'_3_5' S 53't O 16 ' 35.3 i ° 9 , 0® <� S6$s� 30 E BEING Av P R'nON OF
<br /> N 89 55 30 E 1650.00
<br /> �� - .SEC'nON 3, T,3S.9
<br /> Il. k r' 10' P.U.E. 6 t ��� c' `�.
<br /> LINE TABLE (DETAIL) 1. f� � 6 ��. M.D.B. M'°
<br /> LENGTH
<br /> SAN JGAQL IN CGtJi ` , CAUFORNIAs
<br /> UNE ( ) BEARING
<br /> I=EEfi
<br /> L52' 1 95.12' S 73°52'3,3." W '�, � _ars 2
<br /> L54 26.39' S 34'4r 30 E � r7° d - 18,240 S.F. �9 _ \ �
<br /> , , N75c (3O/" -�, �-TE P. ROAD `'�,
<br /> 19,413 S.F. ( c o R EASEMENT S� CONSUL17NG C1WL MURPHYDIUON ENGINEERS
<br /> 9 10' P.U.E. 1 ��/ ENGINEERING PLANNING • SURVEYING
<br /> N 89° 3v 160.00 0
<br /> JUNE, 2003
<br /> ----10' PUE ��` SHEET 8 OF 9 SHEETS
<br /> �� I �-
<br /> SCALE: 1"=60'
<br /> .r,
<br /> 16,740 S.F. 69 o 4r �r
<br /> \ - 2 co c� ILLI DRI V
<br /> °3 ,°, 10' PUE , 18,240 S.F. ` 0 S BASIS OF BEARI GS.
<br /> 3 ,t'!" � Q z z (SEE SHEET 6)ro THE BEARING N 89' 55' 30" E FOR THE SOUTH LINE OF THE SE 1/4 OF
<br /> SCALE: 1"=60'
<br /> SECTION 3 AND THE CENTERLINE OF LINNE ROAD AS SHOWN ON THAT
<br /> 1 , CERTAIN MAP IN BOOK 21 OF PARCEL MAPS, AT PAGE 27, SAN JOAQUIN
<br /> N 89'55, '30" E 60.00 N.A.P.O.T.S. COUNTY RECORDS.
<br /> \ L70 �' I P.M, 21-27 5' P.S.D.E. �--
<br /> 16,432 S.F.
<br /> �,� .: MONUMENTS SET:
<br /> I.O.D. PER P.M. 21-27 TO $E
<br /> 38 N16'10'48"E(Rj ACCEPTED BY COUNTY BY SEPARATE I 3/4" X 30" IRON ROD NTH CAP STAMPED R.C.E. 25835 AND
<br /> ,- 17,560 S.F. DOCUMENT AFTER FILING OF FINAL MAP SHOWN THUS -- - , UNLESS OTHERWISE NOTED.
<br /> \ `) `� I MONUMENTS SHOWN----0--' , SHALL BE 3/4" X 30" IRON ROD
<br /> EX. 10' TE PORARY WITH CAP STAMPED R.C.E. 25835 SET IN MONUMENT WELL (CENTERLINE
<br /> UTILITY EA�EMENT AGREEMENT ( MONUMENT).
<br /> D.N. 2003 219658 -
<br /> c�� �� N W. T30" 140 00 - .05' (�-
<br /> 39 \, . ' N 85-55'50" E 616.43 (T) ° LEGEND:
<br /> \ C90'` ILLI DR, VI _ N 89'55'30"30 E 670.34 (T)
<br /> y80r- 148.'90 300.08' - -- -- FOUND MONUMENT AS NOTED (R1) M.&P. 1'0--113
<br /> S00'04931 ro,E " !
<br /> SFN ^ �- 52.18' N 89-55'30" E 616.43 (T) 04 0 FD. CENTERLINE MONUMENT AS NOTED (R2) P.M. 21--27
<br /> 140.00 300.0 I.P. IRON PIPE (R3) R.S. 29-18
<br /> N 89755'30 E. �N14°2.2'28"E(R) - - - P.M. PARCEL MAP
<br /> 125.00' 25' 25 DEX. 10' TEMPiRARY (R4) P.M. 20-132
<br /> L75 L74 UTY EASEMENT AGREEMENT FD. FOUND
<br /> 10' PUE D.N.. . 2003 2 96 I.R. IRON ROD (R6) R.S. 15--13
<br /> �-- 5' P.S.D/..E. i 44 N I I.N. INSTRUMENT NUMBER (T) TOTAL
<br /> 4 I TEMPORARY
<br /> �-„ 18,706 S.F. � EX. 50 TEMP
<br /> � � �-, .--� EASEMENT AGREEMENT � S.J.CO. SAN JOAQUiN COUNTY (TYP) TYPICAL
<br /> 33 I S74-26'46"W R D.N. 2003-002524 5 P.S.D.E. -- R.S. RECORD OF SURVEY S.F. SQUARE FEET
<br /> Lo 17,737 S.F. U
<br /> N74°2$'46"E R C76 M.&P. MAPS AND PLATS '° RESTRICTED ACCESS
<br /> C "�" S53°2$'58"W R REF REFERENCE
<br /> D.N. DOCUMENT' NUMBER
<br /> 70 2
<br /> P.S.D.E. PROPOSED PRIVATE
<br /> N $9'55'29" E 141.16' I (R) RADIAL STORM DRAIN
<br /> Q I S31°23'07"E;(R) ►. .Cg C 75 N.A.P.O.T.S. NOTA PART OF EASEMENT (NOT
<br /> Q
<br /> 44" W THIS SUBDIVISION
<br /> C�` S33°�32'12"W R �'`� � CREATED BY THIS
<br /> 124.83 r (R) OR OFFICIAL RECORDS MAP).
<br /> C71 PUE PUBLIC UTILITY EASEMENT
<br /> v N.A.P.O.T.S. SFN SEARCHED. FOU:NI� NOTHING
<br /> V) S6'408'39"E(R) � r o P.M. 21-27 I.O.D. IRREVOCABLE OFFER OF DEDICATION
<br /> 2 N.A.P.0.T.S. '"'
<br /> R.S. 29-18 N�/ rs-t 't
<br /> L 41 4
<br /> 8
<br /> LINE TABLE CURVE TABLE
<br /> 20,578 S.F. C79 21,313 S.F. z z
<br /> cis p C7�-' N CURVE LENGTH: RADIUS DELTA CHORD
<br /> LINE LENGTH BEARING
<br /> cv 1 t3 PUEy, L67 28.28 N 45114 3(}'. W C20 218.90' 30#3.;00' 41°4$'22" S 6"2°15'41" E 214.07'
<br /> ,, C67 155.$1' 275.00' 32 27 42 N 57°35'23" W 153,73'
<br /> y ro Y9
<br /> 5' P.S.D.E. r'3 L68 22.46 S 44 55 29 y "
<br /> �' L69 55.57' S a6"21'313 ), C68. 70:,63 325;00 12 27 Q6 S 69 23 59 E 70.49
<br /> •� cyb` /" L7t1 4,67 N 41'21 3f} w C69 94..55' 35©:fl0' 15°28'.43." S 07°48'5 `' 94.27'
<br /> ryci, �./ 9! C70 21.'139 5G3.OQ' 24'10'07" S 03°28'10' E 20.94'
<br /> 19,306 S.F. L71 54,5$ S 26 49 34 W
<br /> Cp cS ° ro9 C71 35.05 50.00 1714 28 N 17°14 07 E 14,9J
<br /> M ti3 L72 31,6.2 S 39 9130 E
<br /> RESTRICTED ACCESS C72 69<26' $0.00' 79T1 57" N 13'49'37 W 63.85
<br /> �. L73 2$.2$ N 44°55 3f3' E
<br /> FD. 1-1/4" I.P. L74 5 00 N 0.0'04 31 W C73 62.02'* ...50.0, 71'$,9'06" N 89°30'09" W 58.77'
<br /> 248,3O'
<br /> L76 L77 (R2) NO TAG C74 97.27 5Q.O0 111 28'06" S 01°13'45" E 82.64'
<br /> L75 10,79 S 00°L 4'31" E
<br /> N 89 55 30 E 321.30 99 G75 17'.84 50.00 20°26°46" 5 46'44'25" E 17.75'
<br /> L76 40,00 N 89 55 3Q E y . , ,9 !
<br /> o SFN N 89"55'30" E 321.30'(M) 321.33'(R2) L77 35.00 N 89'55'30" E
<br /> C76 18.29 50..00' 20', 7 48 N 26009'07" W 18.19
<br /> �y 17' ROAD RIGHT-OF-WAY DEDICATION L7$ 50.01? N36`29 24 R C77 01.05' 301 ;00' 15°28I . " tI (!7'48'52" W 80.80'
<br /> _ - L79 66.14 S 15'33'13" E C78 87..80' 325:,,W 1$'2$'43 N 07'4$'52 W 87.53'
<br /> �t a ,� C79 220.35' 50:000.1 262'49'0g" S 74°26'47" W 75.00'
<br /> ' N SECTION LINE N L I t V i E ROAD A D L80 48.0.7 N 69 20 31 E
<br /> L81 26.54' N 19°31'42" E
<br /> C90 36,18 300,013' 0654 3$" N 86'37"11" W 36.16'
<br /> L$2 53.05' S 50°28'46" E C91 255.08'
<br /> 300..00' 4$"43'00" $ 65'43'0©" E 247.47'
<br /> L83 25.Q0' N48°3.8'30"E R CO2 36.14' 50.00' 41°24'35 N (35'00'04" E 35.36'
<br /> L84 SO6°50'08 W(R C93 36.13' 50.00 41-2-435" N 39'15'3V' W 35.36
<br /> RLE: 2000\0005\FJNALYAP\SHEET8
<br /> I IIIIII IIIII�IIII�!'��IIID
<br /> 111111111111 III Hill lill III Q6�/414
<br /> a20©4 3 4aP 0%4 11 G
<br /> f/M
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