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P
<br /> PARCEL MAP
<br /> BEING A PORTION OF THE SOUTH 1 /2, OF THE
<br /> SOUTHEAST 1 /4 OF
<br /> SECTION 1 , T. 2 S., R. 6 E., M.D.B.& M.
<br /> BASIS OF BEARINGS: CITY OF MANTECA
<br /> THE BASIS OF BEARINGS FOR THIS SURVEY IS THE EAST SAN JOAQUIN COUNTY, CALIFORNIA
<br /> LINE OF SECTION 1, T. 2 S., R. 6 E., M. D. B. & M. MAY, 2005
<br /> SHOWN ON RECORD OF SURVEY, BOOK 28, PAGE 129,
<br /> SAN JOAQUIN COUNTY RECORDS, AS N 00'17'20" E. SCALE: 1" = 120'
<br /> aas
<br /> ASSOC/A TES, INC.
<br /> 1350 TREAT BOULEVARD, SUITE 250
<br /> WALNUT CREEK, CALIFORNA
<br /> N21'07'18'E (R) P.U.E.
<br /> 10.00'
<br /> '
<br /> A = 32'5458" S8 33.30',£ P.U.E. N 17-00'03"W(R) p=12'03'21"
<br /> R = 39.00' p=08'48'40" P.U.E. 10.00' p=12'03'21" =438.00'
<br /> L = 22.41'
<br /> R=630.00' P.U.E. N89'55 48V p=06'5041" R=428.00' L=92.16
<br /> " L=96.88' " 65.36 "
<br /> S617449 E S12'2756 W (R) " S89'S5'48"E ' " p=70'31'44" R=562.00' L=90.06' p=21'5054
<br /> DANIELS STREET p=12'17 38 70.54 S8955 48 E R=15.00 L=67.14
<br /> 58.45' p=08'4849" 10.00' " , " " R=40.00'
<br /> N89'55 48 W R=40.00 ,
<br /> R=620.00 S86'46 1?E 37.7' 81"X' 1 P.U.E. N8T 17 20 48.53 L=18.46 p=01'S5 O l L=15.25
<br /> , L=95.37' 74.85 P.U.E. " L=8.58 � 8.10 " " R=562.00' ,
<br /> 12-T!E 80'X 10 S89'55 48 E S89'55 48 E 31.53 N8717'20 E S89'55 48 E , P.U.E. S16'54 11"W(R)
<br /> N85'3228 E P U E 15 x5 17.50' 17.50' 74.81' 75.75' '04'12"W , L=18.80 p=51'5715
<br /> 25.90' 12.85 26.00 10.00' "
<br /> 60.62' /2. E. 'I`'�`'I` - S87'08'55"E 233.29 21.00' p=21'50'54"
<br /> .� .,- � •� S89'S5'48"E --• •- N8�7'20�'E �� - R=40.00'
<br /> �y U.E. S89'55'50'E 76.0 20714' .03 - 136.16
<br /> 4�4. �` N89'S8'26"E 201.45- 57.78'-- S89'S5'27"E0� - P.U.E. NO2'51'05 E 46.9 NO2'42'40' " NO3'00'15"W(R) R=30.00' o
<br /> 10.00
<br /> NO
<br /> 0 04 12 E 10.00' L=11.44' L=36.27
<br /> S89'S8'26'�V 247.66' N89'55 27'W 338.89 SOO'04'12"W 10.,00 1 14 x 1 14x5 " 10.DO' S89 55'48"E I p=01'49'46" S 11'4 55 7"E(R)
<br /> P.U.E. P.U.E. 14.97 - o R=572.0 10.00
<br /> NOO'04'12"E 47.66' N8T.5 ' "1N N8T7.85, £ N89'55'48"W ' �' Q' '
<br /> S00'01'34'E S85'32 28'1N N86'46 1?"W 17 65' I " 26.50 15.13' " 79.50' N 1 "� L=18.26 I _ " ,'
<br /> p-06 55 56
<br /> 60.60 74.84 S89 55 48 E . " �,M N89 55 48 0 N00'04'12" I Q. Q
<br /> I 43.67' N89'55 48 W
<br /> N89°55'S0'1N " I I I, 26.28' 61.09, Z z y 70.30 " ( 10.04' R=572.00' �W
<br /> ACCESS EASEMENT S89'55 48 E 10 WID o P I
<br /> 49.77 "' "' `� '� L=69.21
<br /> 33.72 ^ N4455 48V TRAFFIC o_?,� N\1 19.0_0 ,PARCEL 11
<br /> 0 0 16.85 LOOP N ��_��.; 00 7.00 N82'S5 31"W � Q
<br /> R I Z I"' N89'5548"W EASEMENT \`�' S�' _ _ 15.00' o
<br /> �
<br /> 11.50' �\� N PARCEL 6 = 81'x 10'
<br /> °j W I 1 p=97'3252" N� RECIPROCAL ACCESS ,3 NOT04 29 E P.U.E.
<br /> N `'' �` EASEMENT FOR THE BENEFIT .W, I N , " 10.00'
<br /> R=35.00' w `•D,\ ,, rn :- S89'55 48 E
<br /> ^I z I I N I , p• N - w OF PARCELS 3,7,8,9, 10 & 11 AI"! �. 00'17'?0'E
<br /> o d L=59.59 -a o ,- co 0 86.05 69.10
<br /> I PARCEL 1 PARCEL 2 o o N82'55'3I V
<br /> " ZI - - 15.00
<br /> 86.5i NI I N45 04 12�EL NO7 04 29 E P G & E
<br /> N ^ N77'42'42 30„ 64 86 20.97 _ 56.61' EASEMENT
<br /> o , S77 I Fes. / S60'2106"W 4023 OR 77
<br /> N89 55 48'1N N89 55 481N - I " "' PSI �� 34.70'
<br /> S89 55 48 E
<br /> I 33.72' ^� 2628' aO 26 0 RN �' 30 STORM DRAIN '
<br /> I a o I , 18.00 ^ N895548V
<br /> 66.30'
<br /> I N25'51'12'�V oo �) �, I I & SANITARY SEWER W " /
<br /> 11J.45' 1 Z RECIPROCAL ACCESS =� N o I cy VolI`^ I 545'04 12 W /
<br /> EASEMENT FOR THE BENEFIT of EASEMENT
<br /> W
<br /> 9.Q'� �I t+ zl I S89'S5'48"E NDo'04'12"E �, 32.13'
<br /> OF PARCELS 2,4 & 5 I o I I o S 11'50'28"E 61.46 166.82'(T) ^I o0
<br /> �o� , O - - (n /
<br /> RW " �'I Lz 114 ' 26.36 S00'04'12V p" /
<br /> 4, ool o ;" ,��, S89'S5 48 E o PARCEL 7 64.47(T) �3
<br /> AI o N A I 49.00'\ ooI l 14' 20%
<br /> N00'04'12"£ ,�
<br /> Z N00'04 10 E 2� 45 5
<br /> 0 o I 10 ELECTRIC 46.71 PARCEL. 4 ,6 5'48'tiV 26.00' 60/ 9 2 LEGEND:
<br /> o " z EASEMENT 13- 13' • FOUND MONUMENT A S NOTED
<br /> z
<br /> A=00'5624" 0'04'1 '1N rn �� 0
<br /> R=4877.00' p=5123'01" T p=49'10'04" SO'04'12"W I .� 6713 PARCEL 8 601/ 26'83 SET 3/4" IRON PIPE X 30" LONG TAGGED LS 6246
<br /> L=80.00' () N89 55 4� W , " N89 55 48
<br /> DETAIL A R=323.90' R=323.90 10.00 49.00 FN115. W 35.46' S 00'04'J2"YV ALL LOT CORNERS SET 3/4" X 30' LONG IRON PIPE
<br /> I SEE SHEET 2 L=290.48'(T) I L=277.95' S89'5548"E 194.05' NOO'04'12"E 20.71' 91.71' N00'04'12" 5.68 TAGGED LS 6246, UNLESS OTHERWISE NOTED
<br /> _ _ PARCEL 5 80.36'(T) / (M) MEASURED DISTANCE. ALL DISTANCES ARE MEASURED
<br /> A=02'12'57"12'57" I p-49'33'29" " / 89 5.00$"W UNLESS NOTED OTHERWISE
<br /> N44 0710E R=323.90 / =31390
<br /> N0004 12 E P.U.E. PUBLIC UTILITY EASEMENT
<br /> 10.00' � 10.00'-TIE S.J.C.R. SAN JOAQUIN COUNTY RECORDS
<br /> L=12.53 L=271.51
<br /> S45',52'50"E 51'184�9E PARCEL 3 S.S.Ll.I.D. SOUTH SAN JOAQUIN IRRIGATION DISTRICT
<br /> M&P MAPS AND PLATS, BOOK, PAGE, S.J.C.R.
<br /> 61.44 N51'18'49V(R) 10.01 N89'55'48"W (FOR STORM DRAIN BASN PURPOSES)
<br /> P.M. PARCEL MAP, BOOK, PAGE, S J.C.R.
<br /> ' f 0.25' 16.03 194.05 ' R.S. RECORD OF SURVEY, BOOK, PAGE, S.J.C.R.
<br /> A = DO'25 01 STORM DRAIN " "
<br /> ,� I = 4867.00' EASEMENT S00'��2 E N5�1 X49 W � � // (R) RADIAL BEARING
<br /> N45'S2 0"W 16.04
<br /> 65.44 L = 35.41 558.07
<br /> N89'07 08 E
<br /> FD. FOUND
<br /> S89'07'08"W - 558 07 r - SFN SEARCHED, FOUND NOT
<br /> NR NO RECORD
<br /> A = 00'27'50" /.P. IRON PIPE
<br /> R = 4877.00'
<br /> LN. INSTRUMENT NUMBER, S J.C.R.
<br /> L = 39.48'
<br /> r� DOG NO. DOCUMENT NUMBER, S.J.C.R.
<br /> STATE HIGHWAY ROUTE 120 O.R. OFFICIAL RECORD, BOOK, PAGE. S J.C.R.
<br /> RESTRICTED ACCESS
<br /> SHEET 3 OF 3 SHEETS
<br />
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