|
(N62°46'
<br />5
<br />5"
<br />E
<br />2
<br />1
<br />5.
<br />0
<br />0')(N46°03'41"E75.77')(
<br />N
<br />4
<br />3
<br />°
<br />5
<br />6
<br />'
<br />1
<br />9
<br />"
<br />W
<br />
<br />
<br />1
<br />5
<br />5
<br />.
<br />8
<br />7
<br />'
<br />)
<br />(R=97.00'L=75.62'
<br />Δ=44°39'56")
<br />C
<br />1
<br />(N01°01'32"E 248.38')(N88°15'03"W 201.24')
<br />N88°15'03"W (398.80' CFR1)
<br />(N2
<br />6
<br />°5
<br />0
<br />'
<br />45
<br />"W
<br />
<br /> 4
<br />53
<br />.61
<br />'
<br />)
<br />(
<br />273
<br />.1
<br />6
<br />'
<br />)
<br />(
<br />R
<br />=
<br />210.0
<br />0'L=225.06'Δ=61°24'18")
<br />(65.85')
<br />(81.43'
<br />N88°15'03"W)L3N88°15'03"W 394.97' (394.98' CFR1)N26
<br />°5
<br />0
<br />'45
<br />"W
<br />
<br />
<br />(593
<br />.7
<br />5
<br />' C
<br />FR1
<br />)
<br />(N
<br />26
<br />°
<br />50
<br />'45
<br />"W
<br />
<br />
<br />18
<br />0
<br />.
<br />45
<br />'
<br />)
<br />(GROUND
<br />)
<br />(13
<br />3
<br />.78
<br />'
<br /> R1
<br />)
<br />(136.23' R1)
<br />(45
<br />9
<br />.
<br />97
<br />'
<br />
<br /> R
<br />1
<br />)
<br />L5N01°05'32"E (221.65' R1)L1
<br />C2
<br />L2
<br />(262.57' CFR1)
<br />N88°15'03"W 627.37'
<br />(
<br />R
<br />=
<br />2
<br />2
<br />4
<br />.7
<br />0'
<br />L
<br />=19
<br />3.81'
<br />Δ=49°25'07"R1)
<br />C3
<br />N13°44'17"E PCC(R)
<br />602.44'L4C4180
<br />.4
<br />5
<br />'
<br />
<br />(GR
<br />ID
<br />)
<br />CURVE DATA TABLE
<br />-
<br />C1
<br />C2
<br />C3
<br />C4
<br />RADIUS (M)
<br />25.00'
<br />34.50'
<br />239.00'
<br />34.50'
<br />LENGTH (M)
<br />39.11'
<br />34.26'
<br />50.00'
<br />22.94'
<br />DELTA (M)
<br />∆=89°37'46"
<br />∆=56°53'22"
<br />∆=11°59'11"
<br />∆=38°05'24"
<br />RADIUS (R) LENGTH (R) DELTA (R)REF.
<br />34.50'Δ=56°53'32"34.26'R1
<br />25.00'Δ=89° 37'46"39.11'R2
<br />239.00'Δ=11°59'11"50.00'R1
<br />Δ=38°06'01"34.50'22.94'R1
<br />LINE DATA TABLE
<br />-
<br />L1
<br />L2
<br />L3
<br />L4
<br />L5
<br />BEARING (M)
<br />N88° 36' 14"W
<br />N88° 15' 03"W
<br />N04° 52' 33"E
<br />N01° 45' 41"E
<br />N88° 15' 03"W
<br />LENGTH (M)
<br />39.29'
<br />15.58'
<br />17.03'
<br />50.01'
<br />24.93'
<br />BEARING (R) LENGTH (R)
<br />17.03' (R2)N04°52'33"E (R2)
<br />24.93' (R1)N88°14'37"E (R1)
<br />15.58' (R2)N88°15'03"W (R2)
<br />39.29' (R2)N88°36'14"W (R2)
<br />50.00' (R1)N01°46'07"E (R1)(N01°01'32"E 248.38')(221.65' R1)N01°05'32"ER=(34.50'R1)L=(22.94'R1)Δ=38°05'24"(38°06'01"R1)N88°15'03"W (68.33' R1)
<br />N50°49'04"W(R)
<br />(65.85')
<br />PARCEL MAP NO. 2018-139
<br />IN THE CITY OF SANTA ANA, COUNTY OF ORANGE, STATE OF CALIFORNIA
<br />M1 O.C.S. GPS 3106, BEING A FOUND BRASS CAP, DOWN 0.8' IN WELL MON, PER R1.
<br />N 2,228,785.90'
<br />E 6,067,540.60'
<br />M2 O.C.S. GPS NO. "SACY", BEING A CGPS AS PART OF THE CSRN PER THE O.C.S.
<br />HORIZONTAL CONTROL DATA SHEET.
<br />N 2,218,016.19'
<br />E 6,061,432.27'
<br />M3 S.F.N., MOST W'LY COR. OF R2. EST. BY INTERSECTION.
<br />N: 2,228,973.27'
<br />E: 6,069,032.99'
<br />M4 S.F.N., END OF CURVE IN W'LY LINE OF PARCEL 8, PER R1. ESTABLISHED BY
<br />INTERSECTION WITH THE SIDELINE OF MAINPLACE DRIVE, HOLDING RECORD RADIUS
<br />PER R1 FROM MONUMENT M5 IN THE W'LY LINE OF PARCEL 8, PER R1.
<br />M5 FOUND LEAD AND DISK MARKED "RCE 27269" IN CONC, PER R1. ACCEPTED AS A
<br />POINT ON THE W'LY LINE OF PARCEL 8, PER R1.
<br />M6 FOUND LEAD AND DISK MARKED "RCE 27269" LYING SOUTH 80°57'30" EAST, 0.17'
<br />FROM THE SW'LY COR. OF PARCEL 1, PER R1. NOT USED FOR LINE.
<br />M7 FOUND 1" IRON PIPE, OPEN, FLUSH IN AC. ACCEPTED AS A POINT IN THE W'LY LINE OF
<br />PARCEL 8, PER R1.
<br />M8 FOUND SPIKE AND WASHER MARKED "CALIFORNIA DEPARTMENT OF
<br />TRANSPORTATION", FLUSH IN AC, PER R1 AND R3. HELD AS LYING NORTH 24°45' WEST
<br />0.06' FROM END OF CURVE, AS PER R1.
<br />M9 FOUND SPIKE AND WASHER MARKED "CALIFORNIA DEPARTMENT OF
<br />TRANSPORTATION", FLUSH IN AC, PER R1 AND R4. HELD FOR BEGINNING OF CURVE.
<br />M10 FOUND 1" IRON PIPE WITH DISK MARKED "RCE 27269", FLUSH, PER R1. ACCEPTED AS THE
<br />PI OF TANGENTS TO CURVE, PER R1.
<br />M11 FOUND SPIKE AND WASHER MARKED "RCE 27269", FLUSH IN AC, PER R1. ACCEPTED AS
<br />THE INTERSECTION OF THE W'LY PROD. OF THE CENTERLINE LINE OF MAINPLACE DRIVE
<br />WITH THE S'LY PROD. OF THE TANGENT TO CURVE OF MAINPLACE DRIVE, PER R1.
<br />M12 FOUND SPIKE AND CITY OF SANTA ANA WASHER, FLUSH, PER R5. ACCEPTED AS THE
<br />N'LY CENTERLINE INTERSECTION OF MAINPLACE DRIVE AND BROADWAY, PER R5.
<br />M13 FOUND BRASS CAP IN CITY OF SANTA ANA WELL MON., DOWN 0.8', PER R5. ACCEPTED
<br />AS THE S'LY CENTERLINE INTERSECTION OF MAINPLACE DRIVE AND BROADWAY, PER
<br />R5.
<br />M14 FOUND SPIKE AND WASHER MARKED "RCE 27269", FLUSH IN AC, PER R1. ACCEPTED AS
<br />THE INTERSECTION OF THE S'LY PROD. OF THE E'LY LINE OF PARCEL 8 WITH THE
<br />CENTERLINE OF MAINPLACE DRIVE, PER R1.CCS83 GRID NORTHGEODETIC NORTH-00°53'27.02323"
<br />C.F. : 0.9999821
<br />POINT "M3"
<br />MICHAEL J. KNAPTON, LS 8012 KIMLEY-HORN AND ASSOCIATES, INC
<br />M8
<br />SEE DETAIL "A"
<br />HEREON
<br />DETAIL "A"
<br />NOT TO SCALE
<br />THE BEARINGS SHOWN HEREON ARE BASED ON THEBEARING BETWEEN O.C.S. HORIZONTAL CONTROLSTATION GPS NO. 3106 AND STATION GPS NO. SACYBEING N29° 33' 39"E PER RECORDS ON FILE IN THEOFFICE OF THE ORANGE COUNTY SURVEYOR.
<br />R1 PARCEL MAP NO. 99-152, P.M.B. 328/36-42
<br />R2 LLA NO. 2020-01, REC. _________, INST. NO. ___________.
<br />R3 FB 88-242-0020
<br />R4 FB 88-242-0021
<br />R5 FB 88-242-0008
<br />COORDINATES SHOWN ARE BASED ON THECALIFORNIA COORDINATE SYSTEM (CCS83), ZONE VI,1983 NAD, (2017.50 EPOCH O.C.S. GPSADJUSTMENT).
<br />ALL DISTANCES SHOWN ARE GROUND UNLESSOTHERWISE NOTED. TO OBTAIN GRID DISTANCEMULTIPLY GROUND DISTANCE BY 0.9999821COMBINATION FACTOR (C.F.) WAS COMPUTED ATPOINT M3, NAVD88 ELEV.=144.0', THE ANGLE OFCONVERGENCE AT SAID MONUMENT =-00°53'27.02323".
<br />INDICATES THE BOUNDARY OF THE LAND BEING
<br />SUBDIVIDED BY THIS MAP
<br />LOT OR PARCEL LINE
<br />"TIE LINE"
<br />EXISTING RIGHT OF WAY
<br />CENTERLINE
<br />INDICATES FOUND MONUMENT AS NOTED
<br />INDICATES O.C.S. GPS HORIZONTAL CONTROL
<br />STATION MONUMENT PER RECORDS ON FILE IN THE
<br />OFFICE OF THE ORANGE COUNTY SURVEYOR
<br />CENTERLINE
<br />ORANGE COUNTY SURVEYOR
<br />SEARCHED FOUND NOTHING
<br />ESTABLISHED
<br />CORNER
<br />FIELD BOOK
<br />INDICATES MEASURED AND RECORD PER R2
<br />INDICATES MEASURED AND RECORD AS INDICATED
<br />CALCULATED FROM RECORD DATA AS INDICATED
<br />CALIFORNIA SPATIAL REFERENCE NETWORK
<br />CONTINUOUS GPS STATION
<br />RADIAL BEARING
<br />PROPERTY LINE
<br />O.C.S.
<br />S.F.N.
<br />ESTAB.
<br />COR.
<br />FB
<br />( )
<br />(M&R#)
<br />CFR#
<br />CSRN
<br />CGPS
<br />(R)
<br />P.L.
<br />26'
<br />30'
<br />56'56'26'30'M3
<br />N: 2,228,973.27'
<br />E: 6,069,032.99'
<br />M2
<br />M1
<br />M10M11
<br />M4
<br />M5
<br />M6
<br />M7
<br />W'LY LINE OF PARCEL 8, PER R1E'LY LINE OF PARCEL 8, PER R1MOST S'LY CORNER OF PARCEL 8, PERR1. ESTAB. AT REC. DIST. FROM M4M9
<br />M12
<br />M13
<br />M14
<br />N82°48'10"E
<br />1503.39' (GRID)
<br />1503.42' (GROUND)N29°33'39"E 12381.52' (GRID)12381.70' (GROUND)N35°25'45"E 13250.81' (GRID)13251.00' (GROUND)W'LY LINE OF PARCEL 8, PER R1E'LY LINE OF PARCEL 8, PER R1M4
<br />M5
|