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Imo` <br /> FD 1/2" REBAR 2 4 <br /> OD <br /> PARCEL MAP <br /> NO TAG PfR (G) FD 3/4" RE84R TAGGED 91 10 11 ( BEING A PORTION OF SECTION 3 AND A PORTION <br /> (BENT) L.S. 7079 PER (G) 1 OF THE EAST 112 OF SECTION 4 TOWNSHIP 2 SOUTH <br /> -- - ----- --- --.-- \ PHOENIX DRIVE 14 RANGE 7 EAST/MOUNT D/ABLD ,BASE AND MERIDIAN, <br /> ----------------------- <br /> 100.40'(M)(Gl <br /> 14 \i - - .-�- 72. 290.3 ' CITY OF MANTECA, SAN JOAQUIN COUNTY, CALIFORNIA <br /> F0!1" /.PIN -_---- ---- --- ----- . - - -------PER (0)(D)(G) SEE SHEET 4 ---C28 ' s89'49 48 �` --- SEPTEMBER, 1999 SCALE: 1"=200' <br /> „ <br /> 15 C29 <br /> 2,5 � -� �" SEE SHEET 4 MNGINEERING <br /> 10 P.U.E. C.R.■ <br /> FD 1-1/4" 1.P. '°: <br /> 16 PER (0)(G) S89'49'48IE - - -------------------------- <br /> -- 322 SUN WEST PLACE MANTECA, CALIFORNIA <br /> 17 " ' <br /> 5 10' P .E. NOTES: <br /> 65 <br /> �.--- ' .0 <br /> I <br /> 8 \ <br /> 6 . I , <br /> � , ` 1. ALL PARCEL CORNERS: SET 3/4" X 30" LONG IRON PIPE <br /> 19 w <br /> o `;1 - (.STORM DRAIN RFTENTI�>N 15 TAGGED L.S. 7079 UNLESS OTHERMSE NOTED. <br /> N7roo'1I----- ss�. BASIN EASE_SEMEN T) <br /> 20 0 2. IMTNESS CORNER: SET 3/4" x 30" LONG IRON PIPE TAGGED <br /> --� !, sem• L.S. 7079 ON PARCEL LINE AT OFFSET INDICATED. <br /> 21 � 0 16 �,`. �^ <br /> 22 3. SEE SHEET 3 FOR BASIS OF BEARINGS, LEGEND, NOTES <br /> AND REFERENCES. <br /> 0 2.3 <br /> 24 S894948E CURVE RADIUS LENGTH CHORD CH.BEARING DELTA <br /> - C1 1054.07 1620.98 1465.91 S42'40'33V 88'06 41 <br /> 1344.24 S81'04'S7w(R)�,- Cl F 1054 1620.73 8806 13 <br /> 25 ---------- --- <br /> 50.00'(M)(0)(G) f 0 3/4" LP TAGGED C28 970.DO 380.93 378.49 N 78'55 10 E 22'30'030 <br /> FD 1-1/4" I. <br /> I <br /> DEPT. OF TRANS C29 30.00 48.08 43.10 N21*45'1 7 E §149 44 <br /> �._ 10' P.U.E. <br /> Leh f PER (D) �o PER E (F) C31 1565.00 168.32 168.24 N211044 3 W 06'09 45 <br /> ---t 27o�, C49 1435.00 345.08 344.25 SO2'01 43 E F374-674-1 <br /> 27 „�� CENTERLINE EXISTING 10.69 AC C50 1435.00 352.22 351.33 Sl l*63 32 W 1403 47 <br /> CENTERLINE EX/S71NG <br /> P.G.& E EASEMENT �`'' S.S.J.I.O. EASEMENT '� C51 1435.00 451.35 449.49 S27'56 03 W 18101 16 <br /> 28 ` PER 794-OR-433 10' P.U.E. / PER 2464-OR-361 16 C52 30.00 47.12 42.43 S81-56 41 W 90'00 DO <br /> 29 S89'4948"t �N83'S0'27w(R) 31.00 AC C60 1565.00 519.78 517.39 N15'40'26"E 19'01 46 <br /> 1350.01 -___------ -------- <br /> C61 1565.00 659.82 654.95 N0555 09 W 24009'230 <br /> 30 S85'08-----R) C62 1565.00 1347.92 1306.64 N00'30 52 E 49 20 54 <br /> - C63 1435.00 1530.40 1458.89 S06'23 33 W 6106 16 <br /> C64 1500.00 1330.27 1287.11 S01'14 48 W 50'48 46 <br /> N C65 1500.00 269.44 269.07 S3147 56 W 10'17 30 <br /> _•, - 35 oo C66 1500.00 1599.71 1524.97 S06 23 33 W 610616 <br /> 0 3 3 10.40 AC ►� C69 1054.07 139.41 139.31 S02.24 33 V 6_Tj'44 1 <br /> p 34 ' 10' P.U.E.----,l' CfO ss� <br /> ` w FD CONC. <br /> o - S89'49'48"E 0 W HWY MON. <br /> ;o �S?a <br /> �.. PER (F) <br /> 35 1271.19 <br /> 571'04',350E(R) " ; V� J�p _ <br /> t1, p �► 723.66(A) N 16•os'15 w <br /> .36 ----------- - V �.�-_23.07' <br /> �, `D S86'49'16"E 722.97'(M) �. <br /> 37 <br /> `rs �'',p 149.53 '`"SFN <br /> ,,�. <br /> 3g ------ P. c* <br /> 17 <br /> - o <br /> N63'20'49 w(R)_�' __- / 27.84 AC to !r 1 N <br /> 39 ^ ;., -------------- \ SOF <br /> -c 29 ��, _ 13 <br /> 4D_° �' 14.7o Ac �\ v v S'�`� `''tio,�o, �. ao 1.0o Ac <br /> , '� �� �; Z N 12 <br /> , V Q� ��� SJ �sF,y� 1l.1 0 20' WIDE STORM to <br /> 42 s \ ID ��. �•� DRAIN EASEMENT to <br /> 43 <br /> _J <br /> --- ------- ---- ------- <br /> N89'49'48 w 212.15' S89'49'48"E -- <br /> 4 6 918.42 /V� \\ 0�nn NOS'S2't 6 w �� '' S8949'48"E 217.99' ✓ f f <br /> \. 'T EXIS77NG LACK Of <br /> 45 ,�/�� ' <br /> �` 47.85 4.�,ABUTTERS RIGH <br /> 4 4 ����i3O \�� 35, FD 3/4" I.P. TAGGED <br /> `V 20.83 <br /> 10' P.U.E. --.� �Oy/¢ \ DEPT. OF TRANS N 16'06 15 w <br /> 3J °�° 30 h�0�/ Q PER (F) 20.00' <br /> 10.11 Ac 1 / g 22 \ ^ S00'10'12 w " „ <br /> "' (.STORM DRAIN RETEN71ON �hti� \� � o � DETAIL F <br /> 73ASiN EASEMENT ' ' ti�/�'�� FD 3/4" I.P. TAGGED `� o NOT TO SCALE <br /> / IK L.S. 4450 PER (J) \, <br /> \ SFN <br /> / \\ <br /> FD 3/4" l.P. TAGGED <br /> L.S. 21 <br /> 4450 PER (J) � <br /> 50 ! / 34-R - FD 314" I.P. TAGGED <br /> �o .fl S 27 L.S. 4450 PER J <br /> 4 <br /> N83'48'06w(R) --- <br /> e0(jFD 3/4" I.P. TAGGED <br /> EXISTING LACK OF <br /> L.S 4450 PER <br /> 20ABUTTER'S RIPITS(j) � <br /> nn\ <br /> 37 S36'56 41 w <br /> 30.00'. <br /> SCALE: 1" = 200' <br /> FD 3/4" 1.P. TAGGED V <br /> L.S. 4450 PER (J) <br /> 09/30/99 <br /> \ SHEET 5 OF 8 SHEETS <br /> J\1999\99063\PM\PM5 DWG <br />