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I
<br /> PARCEL MAP
<br /> / \ BEING A PORTION OF T
<br /> '�J \
<br /> SE ION 3 AND A PORTION
<br /> / �s•��,h JA15 C
<br /> G \ 27 \ \ OF THE EAST 1/2 OF SEC77ON 4, TOWNSHIP 2 SOUTH,
<br /> RANGE 7 EAST, MOUNT DIABLO BASE AND MERIDIAN,
<br /> FD 3/4" I.P. TAGGED \ CITY OF MANTECA, SAN JOAQUIN COUNTY CALIFORNIA
<br /> �•• L.S 4450 PER (J) \ ,
<br /> 6h0 _L�(/v a`s• �. ' ' N530�3'19- "
<br /> `C SEPTEMBER, 1999 SCALE. 1 =200
<br /> tis Cl) 40.00(M)(J) \ EX. S S J.I.D. MT
<br /> 2464-oR-36'
<br /> FD 3 4" I.P. TAGGED--,----- M.C.R. ENGINEERING
<br /> IV83'S0 271y(R) \ \
<br /> 4450 PER (,/)
<br /> �•.....
<br /> �/�\ 6 322 SUN WES T PL ACE MANTE
<br /> /�� y f.• .` CA, CALIFORNIA
<br /> ��s� - 0.15 AC � � � �8 ti� � ., � �--- --- � NOTES:
<br /> SEE SHEET 5 --- - _
<br /> 30.00 ....... oo• \ zo, ri .......FD 3/4" I.P. TAGGED \ - »
<br /> i S36'56 41'14' ..... ,p L.S. 4450 PER J f \ 1. ALL PARCEL CORNERS: SET 3/4 X 30 LONG IRON PIPE
<br /> r
<br /> O s \
<br /> \ rJ G<^ () l \ TAGGED L.S. 7079 UNLESS OTHERWISE NOTED.
<br /> mos = �........S36'5¢'41"W v l \ \
<br /> 40.00(M)(J) -----
<br /> \\ � \ 2. WITNESS CORNER: SET 314" x 30" LONG IRON PIPE TAGGED
<br /> FD 3/4" I.P. TAGGED v`°� 10'\\ P.U.E. \ \ / L.S. 7079 ON PARCEL LINE AT OFFSET INDICATED.O� L.S. 4450 PER (J) /.. \
<br /> SEE SHEET 3 FOR BASIS OF BEARINGS, LEGEND, NOTES
<br /> 7 AND REFERENCES.
<br /> N6448'41'1N(R) ass• .�U
<br /> N63'20*49"W R1 c)
<br /> _< - stiti0,::s\ � o IlJ CURVE RADIUS LENGTH CHORD CH.BEAR/NG DELTA
<br /> \ ! Cl 1054.07 1620.98 1465.91 S42-40'3-3-
<br /> "W 8806 41
<br /> 27' yo o�yc, \ C1 F 1054 1620.73 88'0613
<br /> O O) C52 1565760'--'- 207.61 207.46 N3308 39 E 07 36 03
<br /> 10 P.U.E. `sE`y cc N
<br /> "E'"
<br /> " c,
<br /> V. \ Fyr \ '.. C53 30.00 51.11 45.15 N7808 53 E 97 36 30
<br /> DETAIL E h �s• ' h� 27' Q �„ C54 80.00 98.12 92.07 5175 4'i E 70'16 31
<br /> C55 80.00 123.20 111.38 S26-53 28 E 88'14 i 4
<br /> NOT TO SCA LE C56 -i0�00 158.52 133.83 N52'13 3.3E 113'31 44
<br /> �� / 1 . P �9`��'.s�o`'s s'` \O �► >��`�•\�9 o s� =CO C57 80.00 67.73 65.73 N28 47 35 W 48'30'3J"
<br /> �. o U.E.
<br /> � . �,p�� .P� \ \
<br /> \`�' ���'' (rf N C58 80.00 349.45 130.84 S72`05 24 W 250'16 31
<br /> C5930.00 40.96 37.86 N13'55 47 W 78'1411
<br /> Ali \ s \ \ 1 = C60 T5-6-UO`--Tl-9.-7-8T- 517.39 N15 40 26 E 1901 46
<br /> Ca� �J� 1h' \ \ `��'' + W C62 1565.00 1347.92 1306.64 S00'30 52 W 4970 54
<br /> /h \ \s\'i^ \ \ \ Q C63 1435.00 1530.40 1-458 6
<br /> .89 S0 '23 33 W -Cl06 16
<br /> FD 3/4" P. TAGGED .....•
<br /> C64 1500.00 1330.27 1287.11 S01'14 48 W --5O'48 46
<br /> 19- s \ \ DEPT. OF TRANS. C65 1500.00 269.4 4 269.07 531'47 56 W 10'17 30
<br /> '30 g h� '�, �h6 22 "9 „ \ �'• ��'s 18 \ PER (F) C67 1054.07 921.79 892.70 561'40 44 W 50'06 20
<br /> 29.64 AC \
<br /> (`�70f�M DRAIN RE Tf NT ION ��' '� i � 12.63 AC � � \ \ C s��� \� � �„ C68 1054.07 559.78 553.22 S2174--744 W 3075 40
<br /> .41?o \O� cb, \ �. �, G69 1054.07 139.41 139.31 S0274 33 W 07 34 41
<br /> �1 o N C70 30.00 47.12 42.43 N08b319 W 9000 00
<br /> �+���' �.............o�?O• \ \ \ '•• .fir. �, O
<br /> 21 �.......:• n \`\ 6'k SPv
<br /> 5.32 AC A 585'27'41 1V(R)
<br /> -- - - - - _
<br /> S72'46 21'�(R) o,
<br /> v (I N83'48 06
<br /> � �so'O�.'�c�`� \ ��6��� S18'S925 iV(R) � C58
<br /> �,Q 5s
<br /> N\5...3....0..'3...'.1.9. 'N
<br /> 10' P.U.E.. 40.0097
<br /> C
<br /> S36 56'41"W ',' .. SOB'03'19 E / s`s,7,o\P,9 EXISTING (ACK Of / S8979.96 £
<br /> 60.00' 70.71 .� - - 179.96' \
<br /> I f................................... : FD 3/4 I.P. TAGGED �� .`�1 s��?0' `�i��'�,fl. 'fs ABUTTER'S RIGHTS 155.07' 114.06' /
<br /> 1 C70.... L.S. 4450 PER (J) 'a p0 6'• o' c^ `'�
<br /> 188.69
<br /> /S36'S6'411N 0 `sd'• \ '� .� p`'s � ew
<br /> \ \. .,�40.00 ;' 6h �^jh' "ik •hh • �''�o'P / 0 26 DO' 39 90'
<br /> \ ............
<br /> ,\ \ 31 \` y
<br /> THIS SHEET SEE DETAIL "E"..... a 15 AC �`\ �s�o , ��' \ G� / � 2 ( � ►� ,
<br /> [I e' , 1 a \ 0.93 AC ��" I N ^ 3
<br /> I7 �oo,�.flk �p� y6 c9a, *ir o Io ,� o,
<br /> O� �� ,gyp h� ">-, ��'• '9 I 1.06 AC I ►� h o 0.89 AC
<br /> 'q�► \�. �'1/ \ 19.25 AC 2 `n g
<br /> FD 314' I.P. TAGGED ......FD 3/4" I.P. TAGGED 36.17'
<br /> e I
<br /> ""��•� •��• L.S.L.S 4450 PER (✓) DEPT. OF TRANS.
<br /> O�� `990 \\ PER (F) ' ? ' I ( 86972'
<br /> 06 00 176.2? +
<br /> .... 30� o 382.22 °a° I
<br /> G'9ie -J 553•22 26-VRT 589'5949 E ONO
<br /> ,
<br /> 30'' "' 30' WIDE P.U.E. & 1.21 AC n no, 0.97 AC/
<br /> RECIPROCAL ACCESS EASEMENT 26.00 ►�
<br /> �� g1 C� SEE SHEET 4 15.00'
<br /> 26 WIDE RECIPROCAL
<br /> \� \\ 501.8
<br /> ACCESS
<br /> SFN •.... ( EET 501.81
<br /> " \� �- ___-_---------+ -- - 680.45(F) _,». �•,......-
<br /> SCALE.• 1 = 200 sso.5o'(c) "
<br /> jr 86'43'54" W FD 3/4" I.P. TAGGED DETAIL "G
<br /> D£P
<br /> STATE HIQHWAV ROUTE 120 T. OF TRANS NOT TO SCALE
<br /> PER (F)
<br /> 0930/99 28-RS-129
<br /> J\1999\99063\PM\PM4,DWG (F) SHEET 6 OF 6 SHEETS
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