|
FAD 2 1/2" BD IN MIN, LS 6186 , R I I-BiZLI6 5 T.
<br />(IB/MW RCE 24029 R9) P
<br />hh
<br />N1°51'36"W 30.62'-)j 1- Fi D4/4" 8 IN "IN
<br />(519.24' R9) 1 - -��� PER R6- - _S8932 -30"E 519.26' M -M_-
<br />4998' - 269.28' 2 /.12 - 709.10' IV --M___- -
<br />25.00FND 3/4" B/C IN SAW
<br />o S 5122 NRM
<br />0
<br />o -FND CUT X IN TC Al' SEC. COR NRM
<br />N
<br />(IB/',11 IN MW PER R1,R4,R5,R6,R7,R9)
<br />r
<br />WARFIELD RD ---
<br />T R 1042
<br />20 54
<br />1
<br />_v0°27'30'E 30.00'
<br />S89'32'30"E 2027.65'
<br />�- -------- --� -� CAMBRIDGE DR
<br />---LIBBYLANE --- -- --
<br />_ --- -- _ _. TR 1143 - - (Say° 4'E 26 zJ R5) it I TR 1994
<br />29 MP .4�, (SF39"58'58"E 2656.56' R7) 24 MP 23 _L
<br />ND 3/. IB IN M,'A FNJ 3/4" IP IN MW -
<br />�PER R4 (2656.59' R11) I_S 51'2'NRM
<br />- BASIS OF BEARINGS `J I E LOUISE AVE
<br />-,--r-'-
<br />589°32 30 E 2656.88r TO fA_ MGN LINFC INE=--
<br />- -
<br />-959.81' M -M - -- - _ 860.85' M -M - -
<br />� --[ - 589°32'30"E 2'926.19' TOTAL— - � - - - - -
<br />END 3/4" IP IN MW
<br />LS 5122, NRM
<br />69 S1O'E 2916.18 IO(Ar (OLD RGNr
<br />(2926.23' 0,,01
<br />NEW Row/PL S89'32'30'E 75.83'
<br />(16 PM 184) --
<br />D ROW
<br />S89'32_' 30"E 2065.47'
<br />PARCEL 1
<br />63.5782±AC.
<br />1
<br />001
<br />001
<br />vt
<br />C
<br />O
<br />Nt
<br />U�
<br />t
<br />N89'32'30"W 44.31' } '
<br />I
<br />I
<br />FND 3/4" IB/C PER R1,R9 (NO TAG) SEE DETAIL C
<br />(3//4` IP RCE 8189 PER R3)
<br />1 ,//--20' IVA' DEDICATED HEREON
<br />-- -- - _-- --- N89'26'10"W 2020.57
<br />340.28' 1680.29'
<br />(39.93' R11) /I
<br />,
<br />=1B PER RI R2, SMF
<br />{----
<br />r T
<br />ASPIrF VVI
<br />r U1�1. 20115-02)0025
<br />20.00' EVAE S16°49'27"W (R) R='7_5.00'
<br />r NO'26`00"E 20.00' DEDICATED HEREON / R-40.00' D=16°15'5/' -
<br />a' / 1 3-61°38'26" L=7.09'
<br />O ,
<br />PM / -------09' -- -
<br />,� .ter 1 I
<br />16 PM 43 � . -- /__--- ____-� N89°26'10"W 36_3.12' -- 1/ --43-_562'1 6" 1' R'
<br />21
<br />-- N89'26'10"W 337.91' �-iI J )
<br />� •O l
<br />�',N89°26'10"W 53.36' -20.00 EVAE
<br />1.00' 21.00' SEE DETAIL 7--
<br />N89°26'10"W 4.63'TIE --- - 89'26' __7
<br />NO 26 00 W 1.00 TIE R' 25.00 r
<br />D=16°15'3% " ! 4.63'TIE�
<br />r
<br />L=7.09 I V.A.F ON '
<br />ADJOINING PROPERTY
<br />,
<br />I
<br />1
<br />589'32'30"E 822.71'
<br />ACCESS EASEMENT
<br />TO BE RESERVED
<br />(SEE PAGE 4)
<br />1
<br />FIFTH ST --�-
<br />-FND 3/4" IB/W IN MW /I
<br />_AT 1/4 COR. PER 1, LS 5122
<br />(RCE 14269 R4,R5 BD/MW R7)
<br />I (589°52'E 149513 RI)
<br />-- - - _ s _ _ 589°40'49"E 1495.71' M -M. (TOTAL) _
<br />589°40'49"E 890.53' M -M
<br />--I- _ - -- - - S89'40'49"E 1375.32' TOTA -
<br />S89'40'49"E 814.86' - 1- / 202.87
<br />- - S54'37'16"E 45.95'-r
<br />R=275.00' D=72'38"22" L=348.64'-�,
<br />SEE DETAIL A R=175.00' D=51'02'17" L=11,55.89
<br />HOWLAND AVEC
<br />18933'30'E 1361.26' FND 3/4" IP/CAP IN MW, LS 5122
<br />R=270.00" D=26'49'5(
<br />v SEE DETAIL B -I R=210.00
<br />FND 3/4" IB/W IN MW
<br />I AT 1/4 COR. PER 1
<br />ANGLE -S2°06'1
<br />0"E
<br />POINT--/ 1 55.05'
<br />ROW / PL 0%
<br />N89°40'49"W 1/4 SECTION LINE
<br />2.43' (CL SECTION 35)
<br />4Q Co - 9 4 13
<br />SEVENTH ST
<br />END 5"Bo IN MW TR 2:231'.5 ; I I I I
<br />STAMPED 30 MP _1 9
<br />"D&L FDY"
<br />ENL` 3/4 IB/'A' IN \dW-
<br />PER R7 ILLEGIBLE
<br />1-
<br />25.00'-- F-17 -
<br />S897 40 49 E_3_5__7._59'__,
<br />l I l
<br />N271614E
<br />^ FND MON LID °EAI ED
<br />N56 4g 01"W o
<br />rri I r 1
<br />-/-N87'47'55"L f'
<br />L=126.44'-_'
<br />D=35'17'00° L=129.32' i l
<br />69.52- 'j CSL 1 `�
<br />a FND 3"BD IN CM l� -N8933'30 68' 276. MbgS �(j° Y i
<br />RCE 8189 PER R1 ( )
<br />o
<br />o
<br />DETAIL A <
<br />SCALE V = 200' DESIGNATED REMAINDER
<br />69.8623±AC. NET
<br />OF HOWLAND AVE.
<br />N3°10'59"E (R) --i
<br />N70°2G'17"E (R) -J
<br />N54°13'16"E (R)- -�
<br />N2°12'05"W (16-1
<br />S89'26'101 326.86'
<br />B/C PER R1, SNF
<br />SEF IP/C LS 6621
<br />SO°22'45"W (R)-'
<br />S27°12'14"W (R)-
<br />S35°39'45"W (R) -
<br />DETAIL B, RADIAL BEARINGS
<br />SCALE 1" = 200'
<br />IB/C PER R1, SNF
<br />SEF IP/C LS 6627
<br />N89'38'25"W 651.55'
<br />(652.17' R1,R11)
<br />I
<br />ci c�
<br />NORTH
<br />v n
<br />/ DETAIL -CDETAILD
<br />SCALE 1" 00' I,r8932'30"W 2323.54' R7) SCALE 1" - 50' 0 100 200 400 600
<br />(N893321 "W 232364' R8,R10)
<br />5.74'- (1320" , ,, , Scale 1 " = 200'
<br />75.87 R8
<br />_ P189 33'26 "W 2323.72_' _
<br />475.14' - - 415.14' - 1\- - - ^75. l4' 415.14' 475.14 23228'
<br />�IFND 3/4" IB/C PER R1,R2,R8,R10, ILLEGIBLE A_ (232.14' R10)
<br />(0.14'N x 0.05'E PER RIO)
<br />FND 1" IP/CAP FND 3/4" IB/C PER R1,R8.R10 (NO DAG)
<br />� IS 5182 PER Rio BEARS 189'S3'26"W 0.13' FROM CORNER
<br />TRACT 2208 / TR 2812 (N89°33'21"W R8,R10)
<br />31 MP 70 3a MP 44
<br />i r r r r r
<br />C:AUser\KVVJseV\appdatc\Ic�el\temp\AcPuollsh_10E84\A iC63-i PPA 12-12-17.dvvg 12-13-17 11:1834 AM glcmb
<br />BD IN CM PER R1, SNF-
<br />t_AStMENT LINE
<br />EVAE
<br />i
<br />• I
<br />SET IP/C LS 6627
<br />MONUMENT AS NOTED
<br />�
<br />= IRON
<br />)
<br />IB PER R1, SNF •
<br />///
<br />3/4" IRON BAR, AS NOTED
<br />i
<br />PJ
<br />BAR IN MONUMENT WELL
<br />SET IP/C LS 6627 •
<br />FND 3"BD IN CM
<br />3/4" IRON PIPE, AS NOTED
<br />I
<br />= IRON
<br />BAR/PIN & WASHER
<br />RCE 8189 PER R1
<br />= FOUND
<br />CUT CROSS IN TOP OF CURB
<br />Ip
<br />= IRON
<br />S89`70'30'E 120.00'
<br />o
<br />= SET 1"
<br />IRON PIPE & CAP LS 6627
<br />FND 3/4' IPw'CAP IN MW
<br />cz
<br />PIPE & CAP
<br />PL
<br />_
<br />ILLEGIBLE, NRM
<br />TRACT 1143
<br />n
<br />44
<br />PM
<br />= PARCEL MAP
<br />R6
<br />TRACT 1507
<br />24 MP
<br />O
<br />PUE
<br />= PUBLIC UTILITY EASEMENT
<br />R7
<br />TRACT 2235
<br />h�
<br />79
<br />ROW
<br />= RIGHT OF WAY
<br />R8
<br />TRACT 2208
<br />31 MP
<br />70
<br />J F� S1N1P1 07 C rJ /1PANY
<br />= MAP REFERENCE
<br />R9
<br />TRACT 2529
<br />31 MP
<br />11111
<br />SNF
<br />= SQUARE FEET
<br />LEGEND: �A86REVIAl10NS:
<br />TRACT 2812
<br />33 MP
<br />---- PARCEL MAP BOUNDARY LINE AC.
<br />= ACRES
<br />TRACT
<br />R11
<br />DESIGNATED REMAINDER LINE BD
<br />= BRASS DISC
<br />O.R.
<br />(R)
<br />- - PROPERTY -ROW LINE CM
<br />= CONCRETE MONUMENT
<br />GRANT USED
<br />2015-020025
<br />- - - -- OLD PROPERTY -ROW LINE a
<br />= CALCULATED FROM RECORD
<br />= RECORD IN DISCREPANCY WITH
<br />MONUMENT LINE FND
<br />= FOUND
<br />BEING THE PROPERTY AS DESCRIBED IN THAT CERTAIN GRANT DEED RECORDED FEBRUARY 24, 2015, AS
<br />INSTRUMENT NO. 2015-020025, SAN JOAQUIN COUNTY RECORDS.
<br />CITY OF LATFHROP - SAN JOAQUIN COUNTY - CALIFORNIA
<br />DECEMBER 2017
<br />KIER & WRIGHT
<br />w CIVIL ENGINEERS & SURVEYORS, INC,
<br />2850 Collier Carryon Road Phone (923) 245-8786
<br />Uvwrnom Californla 91559 Fax (925) 245-8796
<br />JOB NO. A14663-7
<br />SIHEET 3 OF 4 SHEETS
<br />t_AStMENT LINE
<br />EVAE
<br />= EMERGENCY VEHICLE ACCESS EASEMENT
<br />U
<br />= FOUND
<br />MONUMENT AS NOTED
<br />IB/C
<br />= IRON
<br />BAR/PIN & CAP
<br />IB PER R1, SNF •
<br />= FOUND
<br />3/4" IRON BAR, AS NOTED
<br />IB MW
<br />= IRON
<br />BAR IN MONUMENT WELL
<br />SET IP/C LS 6627 •
<br />= FOUND
<br />3/4" IRON PIPE, AS NOTED
<br />IW/W
<br />= IRON
<br />BAR/PIN & WASHER
<br />+
<br />= FOUND
<br />CUT CROSS IN TOP OF CURB
<br />Ip
<br />= IRON
<br />PIPE
<br />o
<br />= SET 1"
<br />IRON PIPE & CAP LS 6627
<br />if) /('
<br />= IRON
<br />PIPE & CAP
<br />BEING THE PROPERTY AS DESCRIBED IN THAT CERTAIN GRANT DEED RECORDED FEBRUARY 24, 2015, AS
<br />INSTRUMENT NO. 2015-020025, SAN JOAQUIN COUNTY RECORDS.
<br />CITY OF LATFHROP - SAN JOAQUIN COUNTY - CALIFORNIA
<br />DECEMBER 2017
<br />KIER & WRIGHT
<br />w CIVIL ENGINEERS & SURVEYORS, INC,
<br />2850 Collier Carryon Road Phone (923) 245-8786
<br />Uvwrnom Californla 91559 Fax (925) 245-8796
<br />JOB NO. A14663-7
<br />SIHEET 3 OF 4 SHEETS
<br />MON
<br />= MONUMENT
<br />MAP
<br />REFERNCES:_
<br />M -M
<br />= MONUMENT TO MONUMENT
<br />R1
<br />PARCEL MAP
<br />16 PM
<br />184
<br />MP
<br />= MAP & PLATS
<br />R2
<br />PARCEL MAP
<br />16 PM
<br />43
<br />MW
<br />= MONUMENT WELL
<br />R3
<br />PARCEL MAP
<br />19 PM
<br />67
<br />O.R.
<br />= OFFICIAL RECORD
<br />R4
<br />TRACT 1042
<br />20 MP
<br />54
<br />PL
<br />= PROPERTY LINE
<br />R5
<br />TRACT 1143
<br />21 MP
<br />44
<br />PM
<br />= PARCEL MAP
<br />R6
<br />TRACT 1507
<br />24 MP
<br />66
<br />PUE
<br />= PUBLIC UTILITY EASEMENT
<br />R7
<br />TRACT 2235
<br />30 MP
<br />79
<br />ROW
<br />= RIGHT OF WAY
<br />R8
<br />TRACT 2208
<br />31 MP
<br />70
<br />R1
<br />= MAP REFERENCE
<br />R9
<br />TRACT 2529
<br />31 MP
<br />85
<br />SNF
<br />= SQUARE FEET
<br />R10
<br />TRACT 2812
<br />33 MP
<br />44
<br />TR
<br />TRACT
<br />R11
<br />LLA DEED
<br />2008-058677
<br />O.R.
<br />(R)
<br />= RADIAL BEARING
<br />R12
<br />GRANT USED
<br />2015-020025
<br />O.R.
<br />( )
<br />= RECORD IN DISCREPANCY WITH
<br />MEAsuRED DIMENSION
<br />BASIS OF BEARINGS:
<br />THE BEARING OF SOUTH 89'
<br />32' 30"
<br />EAST ALONG
<br />THE MONUMENT
<br />LINE OF l_OUIS E AVENUE_ AS SHOWN IN
<br />THAT CERTAIN PARCEL MAP
<br />FILED FOR RECORD FEBRUARY 20, 1990 IN BOOK 66 OF PARCEL MAPS AT
<br />PAGE 184,
<br />SAN JOAQUIN COUNTY
<br />RECORDS, WAS
<br />TAKEN AS THE
<br />BASIS OF ALL BEARINGS SHOWN HEREON.
<br />NOTE:
<br />RECORD DIMENSIONS SHOWN
<br />HAVE BEEN CONVERTED TO GROUND
<br />FOR COMPARISON WITH MEASURED
<br />DISTANCES.
<br />BEING THE PROPERTY AS DESCRIBED IN THAT CERTAIN GRANT DEED RECORDED FEBRUARY 24, 2015, AS
<br />INSTRUMENT NO. 2015-020025, SAN JOAQUIN COUNTY RECORDS.
<br />CITY OF LATFHROP - SAN JOAQUIN COUNTY - CALIFORNIA
<br />DECEMBER 2017
<br />KIER & WRIGHT
<br />w CIVIL ENGINEERS & SURVEYORS, INC,
<br />2850 Collier Carryon Road Phone (923) 245-8786
<br />Uvwrnom Californla 91559 Fax (925) 245-8796
<br />JOB NO. A14663-7
<br />SIHEET 3 OF 4 SHEETS
<br />
|