2022/12/09 Notice Notice of Lot Line Adjustment - APN's: 336-160-002, 336-160-001, 336-090-001 - Eastern Municipal Water District (EMWD)12112D2.4:41PM
RECORDING REQUESTED BY
CITY OF MENIFEE
V\ihen recorded. retum to;
City Cle*
For
The Engineering
Department 29714 Haun
Road
Menifee, CA 92586
No Fee. Govemmenl Code Sectron 6103 Beneft of
Public
Batch 15095227 Confirmation
DOC # 2022-0498450
12t0912O22 04.00 PM Fees: $0.00
Page 1 of I
Recorded in Official Records
County of Riverstde
Peter Aldana
Assessorcounty Clerk Recorder
"Th s documenl wa6 eleclrontcally subm led
to the County of Riverside for recording"
Receipted by TERESA #134
NOTICE OF LOT LINE ADJUSTMENT NO.
EXISTING PARCELS (Assessor Parcel Numbers)
Easlern Municipal Water District 336-160-002, 336-160-001, 33e090-001
LEGAL DESCRIPTION OF AOJUSTED PARCELS
See attached Legal Description - Exhibit 'A"
SIGNATU s OF RECORDED OWNE be
pi,,, .add6 shaun stone, senior Director of Engineering .l/to-,-27ffi-
SEF ATTA'rIET\
NoTARY A(]KNowI,il)cMENl
This Lot Line Adiustment is aooroved
sisnarure: Dl l"fil Printed Name: Daniel Padilla oa", l)-b- DE
CIry ENGINEER'S APPROVAL - GITY OF MENIFEE
DIRECTOR OF COTIMUNITY DEVELOPMENT APPROVAL - CITY OF MENIFEE
This document reviewed by Community Development Director.
sisnature: [(t,frt n i tl-/rs.-- printed Name: Choryt Kitzerow Daie. l-) / " /:)]
A notary public or other officer clmpleting this cartifcate verifes only th€ dentity ofth6 individual who signed the document
lo which this ..rlifcale is atteche.l ,nd not the lftrthlLnness ecflrra.r or vali.litv of thet docrmenl
NOTARY ACKNOWLEDGEi,lENT
WITNESS my hand and ofricial seal
Notary Public
proved to me on the basis of
tc
lzo a^,1+u-,,t,.z.rl
I c€.tfy under PENALry OF PERJURY under the laws of the State 'alifomia that the torsgoing paragraph is trug and conecl
(Date)(Narne and Title ol
personally appea
(Name(s) of
dare subscnbed to the within instrument 6ndevidenc€ to be the person(s) whose na
executed the same in hiYher/theiracknowledged to me that bapacity(es), and that by has/her^h€ir s(lnature(s)
on the instrument the acted execuled the inskumentn(s), or the entity upon behalfofwhich the p
STATE OF CALIFORNIA
COUNTY OF
https://gs.secure-recording.com/Batch/Conf irmalion/1 5095227 1t2
RECORD OWNERS
12112122, 4:4'l PM
cal.r;oEt{ta ALL-puFposE acr owl.Em lxT ctvtLcoDEs tr89
r., ,:-4.. ^r-. d { -d-.-..{id -.,,{ - a -. r -- i.{zi.r-{:\.
A notary public or other officer comFreting this certificate verifies only tle identrty of tte indivilual who signed the
document to which this cerlificate is attached, and nol the truthfulness, accuracy, or val lity otthat documenl.
State ot Calilornia
County of RIVtr RSINF
On Nnvam 7 20))CORINNE GAI I OWAY NOT RY PUBLIC
Date
personally appeared
Herc lnsoft Name and Title of the Officer
Name(s) of Signe4s)
Sh:r rn
who proved to me on the basis of satistaclory evidence to be the person(s) whose name(s) iyare
subscribed to the within instrument and acknowledged to me lhat h€y'she/they executed the same in
his/her/their authorized capacity(ies), and that by his,/her/their signature(s) on the instrument the person(s),
oa the entity upon behalt of which th6 person(s) acted, executed the instrurEnt.
I certify under PENALry OF PERJURY under the laws
ol tho State ot California that the ,oregoing paragraph
is true and conect.
WITNESS my hand and official ssal.
Signature
ol Notary Public
Place Notary Seal Above
OPT'ONAL
Though this section is optional, completing this intormation can &ter aneration of the document or
fraudulent reattachment of this lorm lo an unintended document.
Oescription ot Attachod Documont
Title or Type ol Document:APN'e ?aA-1An-nn, nnl .^.1 ?1
Document Date N^wamhar 7 2O?2 Number of Pages:3
Signe(s) Other Than Named Above
Cap.clty0es) Claimed by Signds)
Signer's Name: Shaun St^ne
M Corporate Officer - Title(s): Sr nir..l.\r.f Fnginee
tr Partnei - tr Limited tl General
a lndividual E Attomey in Fact
tr Trustee E Guardian or Conservator
tr Other;
Signer's Name
dA€orporate- Padner -
Officer - Title(s):
D Umited tr General
tr Attomey in Facl
D Guardian or Conservator
! lndividual
tr Trustee
E Other:
Signer ls Representing F i,WT)Signer ls Representing:
.
@2015 National Notary Association . www.NationalNotary.org . 1-80GUS NOTARY {1-800-876{827) ltem #5907
SEE ATTACHEI)
N( )TAR Y,\(]K N ()WI,EI X;MEN-r
https://gs.secure-recording.com/Batch/Confirmation/1 5095227 2t2
before me,
Batch 1 5095227 Confi rmation
OOC #2022-0498450 page 2 of 9
)
)
EXHIBIT ''A'' - LEGAL DESCRIPTION
LOT LINE ADJUSTMENT NO. 22-OO4
THAT PORTION OF SECTION 27,
DESCRIBED AS FOLLOWS:
PARCEL 1
TOWNSHIP 5 SOUTH, RANGE 5 WEST, SAN BERNARDINO BASE AND MERIDIAN,
BEGINNING AT THE POINT OF INTERSECTION OF THE SOUTHERLY LINE OF LOT 27 AS SAID LOT IS SHOWN ON THE
MAP OF TRACT 2402 FILEO IN BOOK 43 AT PAGES E4 THROUGH 86 OF MAPS, IN THE OFFICE OF THE COUNTY
RECORDER OF RIVERSIDE COUNTY, WITH THE WESTERLY LINE OF PARCEL R AS DESCRIBED IN THAT CERTAIN DEED
TO THE STATE OF CALIFORNIA RECORDEO SEPTEMBER 28, 1965 AS INSTRUMENT NO. 110854, OFFICIAL RECORDS
OF RIVERSIDE COUNTY;
THENCE FROM SAID PONT OF BEGINI{ING ALONG SAID SOUTHWESTERLY LINE OF PARCEL R SOUTH 28'29,55, EAST
270.56 FEEI TO A POINT ON THE SOUTHWESTERLY RIGHT OF WAY LINE OF STATE HIGHWAY U.S. ROUTE 395 AS
SAID SOUTHWESTERLY LINE IS DESCRIBED IN BOOK 1347 AI PAGE 472, OFFICIAL RECORDS OF RIVERSIDE COUNTY,
RECORDED MARCH 6, 1952;
THENCE ALONG LAST SAID SOUTHWESTERLY LINE SOUTH '14' 05' 50,' EAST 18I.OO FEET;
THENCE SOUTH 41' OO' 4E,, EAST 460.98 FEEI';
THENCE SOUTH 76' 07, 27,' WEST 674.00 FEET;
THENCE NORTH 79' 2A, 13" WEST 677.6E FEET;
THENCE NORTH 16' 35, 26" EAST 188.35 FEEI;
THENCE NORTH 83' 51, 14,,WEST 254.56 FEET;
THENCE NORTH A2' 04' 46,' EAST 562.5'1 FEET;
THENCE NORTH 21' 16' O2'' WEST 135.58 FEET;
THENCE NORTH 50' 48, 1,I" EAST 85,00 FEET;
THENCE NORTH 39' ,I 1, 49" WEST 42.86 FEET;
THENCE NORTH 50' 48, 11" EAST 5O.OO FEEii
THENCE NORTHWESTERLY FROM A TANGENT THAT BEARS NORTH 39' 11' 49" WEST ALONG THE ARC OF A CURVE TO
THE LEFT HAVING A RADIUS OF 193.50 FEET AND A CENTRAL ANGLE OF 16' OO' 01,, AN ARC LENGTH OF 54.04
FEET;
THENCE NORTH 34' 48' 10" EAST 119.25 FEET TO A POINT ON THE SOUTHERLY LINE OF SAID TRACT 2402;
THENCE, LEAVING THE EASTERLY LINE OF SAID TRACT 2714 ALONG THE LAST SAID SOUTHERLY LINE OF TRACT 2402
SOUTH 5' 25' 44" EAST 31,76 FEET;
THENCE SOUTH '18' 51' 15" EAST 117.00 FEEI';
THENCE SOUTH 52' 42, 52" EAST 77.92 FEEI;
THENCE SOUTH 75' 38' OO" EAST 296.50 FEET:
THENCE SOUTH 46 22, 46,'EAST '1 15.00 FEET;
THENCE SOUTH 88. 07, 55" EAST 129.00 FEEI;
THENCE NORTH 46' 49, OO" EAST 98.44 FEfl;
THENCE NORTH 61' 30' 56" EAST 134.61 FEET;
THENCE SOUTHEASTERLY FROM A TANGENT THAT BEARS SOUTH 1749'04" EAST ALONG THE ARC OF A CURVE TO
THE RIGHT HAVING A RADIUS OF 91.00 FEEI AND A CENTRAL ANGLE OF 14' 40, 16,, AN ARC LENGTH OF 23.30
FEET;
THENCE TANGENT TO THE PRECEDING CURVE SOUTH 03' 08' 48,, EAST 5O.OO FEET;
THENCE TANGENT TO THE PRECEDING COURSE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF
42.00 FEEI AND A CENTRAL ANGLE OF 2O9' 20, 32, AN ARC LENGTH OF 155.46 FEEI;
THENCE TANGENT TO THE PRECEDING CURVE NORTH 32' 29, 20,' WEST 5O.OO FEEI;
THENCE TANGENT TO THE PRECEDING COURSE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS
OF 9,1.00 FEET AND A CENTRAL ANGLE OF 14' 40'16'AN ARC LENGTH OF 23.30 FEET;
THENCE NORTH 72' 10'56"EAST 116.63 FEET TO THE FOINT OF BEONI{Ii{G.
EXCEPTING THEREFROM THAT PARCEL IDENTIFIED BY INSTRUMENT NUMBER 91263.
PARCEL 2
THAT PORTION OF SECTIONS 27 AND
MERIDIAN, DESCRIBED AS FOLLOWS:
34, TOWNSHIP 5 SOUTH, RANGE 3 WEST, SAN BERNARDINO BASE AND
COMMENCING AT THE POINT OF INTERSECTION OF THE SOUTHERLY LINE OF LOT 27 AS SAID LOT IS SHOWN ON THE
MAP OF TRACT 2402 FILED IN BOOK 43 AT PAGES 84 THROUGH 86 OF MAPS, IN THE OFFICE OF THE COUNTY
RECORDER OF RIVERSIDE COUNTY, WITH THE WESTERLY LINE OF PARCEL R AS DESCRIBED IN THAT CERTAIN DEED
TO THE STATE OF CALIFORNIA RECORDED SEPTEMBER 28, 1965 AS INSTRUMENT NO. 110854, OFFICIAL RECORDS
OF RIVERSIDE COUNTY;
SHEEI 1 OF 5
EXHIBIT ''A'' - LEGAL DESCRIPTION
LOT LINE ADJUSTMENT NO. 22-OO4
THENCE FROM SAID POINT OF COMMENCEMENT ALONG SAID SOUTHWESTERLY LINE OF PARCEL R SOUTH 28'29'35,
EAST 270.56 FEET TO A POINT ON IHE SOUTHWESTERLY RIGHT OF WAY LINE OF STATE HIGHWAY U.S. ROUTE 395
AS SAID SOUTHWESTERLY LINE IS DESCRIBED IN BOOK 1347 AT PAGE 472, OFFICIAL RECORDS OF RIVERSIDE
COUNTY, RECORDED MARCH 6. 1952;
THENCE ALONG I.AST SAID SOUTHWESTERLY LINE SOUTH 14' 03, 50,, EAST 1E1.OO FEET;
THENCE SOUTH 41' OO, 48,, EAST 46O.9E FEET:
THENCE SOUTH 2A' 29' 04" EAST 1099.82 FEET;
THENCE SOUTH 2g 2A, 29'' EAST 384.02 FEEI TO A POINT ON THE EASTERLY LINE OF THE NORTHWEST QUARTER
OF SAID SECTION 34;
THENCE LEAVING THE SOUTHWESTERLY LINE OF STATE HIGHWAY U.S. ROUTE 395 ALONG LAST SAID EASTERLY LINE
OF THE NORTHWEST QUARTER OF SECTION 54 SOUTH O' 2E' 55" WEST 103.29 FEET TO A POINT ON THE
NORTHEASTERLY LINE OF TRACT 2403 AS FILED IN BOOK 44, PAGES 5 THROUGH 9 OF MAPS, IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY;
THENCE ALONG THE NORTHEASTERLY AND NORTHERLY LINES OF SAID TRACT 2405 NORTH 2A' 2A' 29,, WEST 25E.72
FEET;
THENCE SOUTH 61" 5'I' 51" WEST 160.00 FEET;
THENCE SOUTH 2g 2A, 29,, EAST 12.15 FEE[;
THENCE SOUTH 79' 2A,,46" WEST 62.06 FEET;
THENCE NORTH 89' 13' 20,, WEST 58.34 FEfl;
THENCE NORTH 76' 56, 52,' WEST 74.71
FEEI; THENCE NORTH 75' 4E' 05" WEST 138.95 FEFI;
THENCE NORTH 75" 50' OJ" WEST I51.89 FEEI;
THENCE SOUTH 15' 26' 53" WEST 1OO.OO FEET;
THENCE WESTERLY FROM THE TANGENT THAT BEARS NORTH 76' 55, 07" WEST ALONG THE ARC OF A CURVE TO
THE LEFT HAVING A RADIUS OF 381O,OO FEEI AND A CENTRAL ANGLE OF 08' 36, 30" AN ARC LENGTH OF 572.42
FEEI' TO A POINT ON THE EASTERLY LINE OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SAID
SECTION 34, SAID POINT BEING THE PARCEL 2 PONT OF BEONNING;
THENCE CONTINUING ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF OJ 52, 55" AN ARC LENGTH OF 258.15
FEET;
THENCE NORTH 13' 50, 50" EAST 149.37 FEET;
THENCE NORTH E9' 47, 43" WEST 47.85 FEEI;
THENCE SOUTH 75' 04' 5E,' WEST 87.5] FEEI';
THENCE SOUTH 84' 54, 08,, WESI 5.98 FEEI;
THENCE NORTH 12' 41' 52,, WEST 150.22 FEET;
THENCE NORTH 2I 02, 15" WEST 204.15 FEET;
THENCE NORTH 4T 53, 44" EAST 88.35 FEET;
THENCE NORTHWESTERLY FROM A TANGENT THAT BEARS NORTH 41' 06' 16, WEST ALONG THE ARC OF A CURVE TO
THE RIGHT HAVING A RADIUS OF 5O5.OO FEET AND A CENTRAL ANGLE OF 27' 33, 23'' AN ARC LENGTH OF 146.69
FEET;
THENCE NORTH 76' 27, O7'' EAST 5O.OO FEEI;
THENCE NORTHWESTERLY FROM A TANGENT THAT BEARS NORTH 15' 52' 55" WEST ALONG THE ARC OF A CURVE TO
THE RIGHT HAVING A RADIUS OF 255.00 FEET AND A CENTRAL ANGLE OF 02' 52, 53" AN ARC LENGTH OF 12.82
FEET;
THENCE TANGENT TO THE PRECEDING CURVE NORTH 10' 40, OO,, WEST 69,00 FEET:
THENCE TANGENT TO THE PRECEDING COURSE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF
225.00 FETT AND A CENTRAL ANGLE OF 62' 44, 34, AN ARC LENGTH OF 246.59 FEEI';
THENCE TANGENT TO THE PRECEDING CURVE NORTH 73' 24, 34,, WEST 172.50 FEET;
THENCE NORTH 16' 55, 26" EAST 188.55 FEEII
THENCE SOUTH 79' 2A, 13" EAST 677.68 FEET;
THENCE NORTH 76' 07' 17" EAST 46.06 FEEI TO A POINT ON THE EASTERLY LINE OF THE SOUTHWEST QUARTER
OF THE SOUTHWEST QUARTER OF SAID SECTION 27;
THENCE ALONG SAID EASTERLY LINE SOUTH OO' 08, '17,' EAST 516.64 FEET TO A POINT ON THE NORTHERLY LINE
OF SAID SECTION 34, SAID POINT BEING NORTHEAST CORNER OF THE NORTHWEST QUARTER OF THE NORTHWEST
QUARTER OF SECTION 34;
THENCE ALONG THE EASTERLY LINE OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 54,
SOUTH OO. 33, 19', WEST 523.15 FEET TO THE PARCEL 2 POiII OF BEGINNII.IG.
SHEET 2 OF 3
EXHIBIT ''A'' - LEGAL DESCRIPTION
LOT LINE ADJUSTMENT NO. 22-OO4
THAT PORTION OF SECTIONS 27 AND
MERIDIAN, DESCRIBED AS FOLLOWS:
PARCEL 5
54, TOWNSHIP 5 SOUTH, RANGE 5 WEST, SAN BERNARDINO BASE AND
COMMENCING AT THE POINT OF INTERSECTION OF THE SOUTHERLY LINE OF LOT 27 AS SAID LOT IS SHOWN ON THE
MAP OF TRACT 2402 FIIED IN BOOK 43 AT PAGES 84 THROUGH 86 OF MAPS, IN THE OFFICE OF THE COUNTY
RECORDER OF RIVERSIDE COUNW, WITH THE WESTERLY LINE OF PARCEL R AS DESCRIBED IN THAT CERTAIN DEED
TO THE STATE OF CALIFORNIA RECORDED SEPTEMBER 2E, 1965 AS INSTRUMENT NO. 110854, OFFICIAL RECORDS
OF RIVERSIDE COUNTY;
THENCE FROM SAID POINT OF COMMENCEMENT ALONG SAID SOUTHWESTERLY LINE OF PARCEL R SOUTH 2929'35'
EAST 270.56 FEET TO A POINT ON THE SOUTHWESTERLY RIGHT OF WAY LINE OF STAIE HIGHWAY U.S. ROUTE 395
AS SAID SOUTHWESTERLY LINE IS DESCRIBED IN BOOK 1347 AT PACE 472, OFFICIAL RECORDS OF RIVERSIDE
COUNry. RECORDED MARCH 6, 1952;
THENCE ALONG LAST SAID SOUTHWESTERLY LINE SOUTH 14' 05, 5O'' EAST 181.00 FEET;
THENCE SOUTH 41' OO, 48,, EAST 460.98 FEEI TO THE PARCEL 5 POlt]T OF BEGIT{I{I}G;
THENCE FROM SAID POINT OF BEGINNING SOUTH 28' 29, 04" EAST 1099.82 FEET;
THENCE SOUTH 2g 28 29" EAST 384.02 FEEI' TO A POINT ON THE EASTERLY LINE OF THE NORTHWEST QUARTER
OF SAID SECTION 54;
THENCE LEAVING THE SOUTHWESTERLY LINE OF STATE HIGHWAY U.S. ROUTE 595 ALONG LAST SAID EASTERLY LINE
OF THE NORTHWEST OUARTER OF SECTION 34 SOUTH O' 28, 35,, WEST 103.29 FEEI TO A POINT ON THE
NORTHEASTERLY LINE OF TRACT 2403 AS FILED IN BOOK 44, PAGES 5 THROUGH 9 OF MAPS, IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY|
THENCE ALONG THE NORTHEASTERLY AND NORTHERLY LINES OF SAID TRACT 24OJ NORTH 28' 28 29" WEST 258.72
THE LEFT HAVING A RADIUS OF 5E1O.OO FEET AND A CENTRAL ANGLE OF 08' 56, 50" AN ARC LENGTH AF 372.42
FEET TO A POINT ON THE EASTERLY LINE OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OE SAID
SECTION 34;
THENCE ALONG SAID EASTERLY LINE, NORTH OO' 33, 19,, WEST 525.15 FEET TO THE SOUTHERLY LINE OF SECTION
27, SAID POINT BEING THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF
SECTION 27;
THENCE ALONG THE EASTERLY LINE OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 27,
NoRTH 00' '18' 17" WEST 516.64 FEEr;
THENCE NORTH 7d 07' 27" EAST 627.94 TO THE PARCEL 3 POIiIT OF BEGINNII{G.
FEET;
THENCE SOUTH 61" 51, 31,, WEST '160.00 FEET;
THENCE SOUTH 2A' 2A' 29" EAST 12.15 FEEI';
THENCE SOUTH 79' 28"46,,WEST 62.06 FEET;
THENCE NORTH 89' 13, 20, WEST 5E.34 FEET;
THENCE NORTH 76' 56, 52" WEST 74.7'1 FEET;
THENCE NORTH 73' 4E, 05" WEST 138.95 FEET;
THENCE NORTH 75,, 50, 03" WEST 151.89 FEET;
THENCE SOUTH 1' 26, 53" WEST 1OO.OO FEET;
THENCE WESTERLY FROM THE TANGENT THAT BEARS NORTH 76' 55' 07. WEST ALONG THE ARC OF A CURVE TO
ANDREW J. RIECKEN
PROFESSIONAL LAND SURVE/OR NO. 9603
REGISTRATIoN EXPIRES: J/51l23
7 /s/2022
DATE
SHEET 3 OF 3
J. e
*
oF cAL\(
*
Di.L
EXHIBIT "B'' - MAP
LOT LINE ADJUSTMENT NO. 22-OO4
28 s89'07'Jr"E 1317.25',
W /+ COR.
LJ5 0 800
400
PARCEL ,',1''Feel
131
LJ7 P.0.8.
!,
139
LEGEND
OLD PROPERry LINE
NEW PROPERTY LINE
SECTION LINEt1
-
z 127
PARCEL,'3,'
P.O,B.
TRACT 2714
MAP BK. 48, PG. 4I_4J c-
S'LY LINE OF
SECTION 27 125
27 S /r COR.
33 34
TRACT 2403
MAP BK. 44. PG. 5_9
u\8
L1
NOTd:L l4THE PROPOSED LOT LINE WILL NOT
LATERALLY INTERSECT A GRADED
MANUFACTURED SLOPE. NO
DRAINAGE FROM THE TRIBUTARY
AREA ABOVE A MANUFACTURED
SLOPE WILL SHEEI' FLOW OVER
THE PROPOSED SLOPE FACE.
c,ujPARCEL,'2"
P.O.B.
Lt2 L1iLl0
I
PARCEL
PARCEL
PARCEL
PARCEL
PARCEL
PARCEL
IRACT 24OJ
MAP BK. 44, PG, 5_9
1
B
2
c
3
EXIST.
PROP.
EXIST.
PROP.
EXIST.
PROP.
ACREAGE
ACREAGE
ACREAGE
ACREAGE
ACREAGE
ACREAGE
39.49 AC
21 .50 AC
4.40 AC
11.41 AC
14.60 AC
25.79 AC
SCALE: 1" = 400'
APN'S: 336-090-001, 336-160-001, J36-160-002
sEC. 27 & 34, T. 5S., R. 3W. S.B.M.
DATE EXHTBTT PREPARED: 6/13/2022
PAREtrL'A'
L'
s-]3"W67768
'Lt01b
0016-l
$l
4
E.M.W.D. PARCEL PER
|NST. NO. 91 265
PARCEL "1,,
APN: 336-090-001
t42
140
PARCEL "2,,
APN:
36-160-00'1
116
R:N1 3'325J
l6
NEW LOT LINE
46.06'
L24
c4
PARGtrL'ts'
t17
PARGtrL'G"
115
L9
rOLD LOT LINE
PARCEL ,,3"(o
(o
t--
@
o) FO
t.) r,)
bLr,
APN: 336-160-002
t
q
J. &
SHEEI 1 OF 2
J{o SEC. CoR.
\28
Io SEC. LINE
N79.28'1
EXHIBIT ''B" - MAP
LOT LINE ADJUSTMENT NO. 22.004
APN'S: 336-090-001, 336-160-001, 336-160-002
sEC. 27 & 34, T. 5S., R. 5W. S.B.M.
DATE EXHIBIT PREPARED: 6/13/2022
BEARING DISTANCE
L1 s28'29'35'E 270.56'
s 1 4'03'50"E 1 81 .00'
L3 s41'OO'48"E 460.98'
L4 s28'29'04"E 1099.82'
L5 s28'28'29"E 384.02'
L6 s00'28'33"W 103.29'
L7 N28'28'29"W 258.72'
L8 s6'1 "3'1 '3'1 "W 160.00'
L9 s28'.28'29"E 12.15'
110 s79'28'46"W 62.06'
L1 1 N89'13'20"W 58.34'
L12 N76'56'52"W 74.71'
113 N73'48'05"W 138.95'
L14 N75"30'03"W 151.89'
115 s13'26'53"W 100.00'
116 N'1 3'50'50"E 149.37'
L17 N89'47'43"W 47.85'
118 s75'04'58"W 87.51'
119 s84'34'08"W 5.98'
Nl2'41'52"W 150.22'
L21 N23'02'1 s"W 204.15'
L22 N48'55'44"E 88.35'
BEARING DISTANCE
L23 N76'27'07"8 50.00'
N 10'40'00"w 69.00'
L25 N73',24'34"W 172.50'
L26 N 16'55'26"E 188.35'
L27 N83'5'l '14"W 254.36'
N02'04'46"E 362.51'
t29 N21'1 6'02"W 135.58'
130 N50'48'1 1"E 85.00'
131 N39'1 1 '49"W 42.86'
L32 N50'48'1 1 "E 50.00'
133 N34'48'1 0"E 119.25'
134 s55'25'44"E 31 .76'
135 s18'51'15"E 117.OO'
136 s52'42'52"t 77.92'
L37 s75'38'00"E 296.50'
138 s46'22'46"t 1 15.00'
139 s88'07'5s"E 129.00'
140 N46'49'00"E 98.44'
t41 N61'30'56"E 134.61'
s03'08'48"E 50.00'
143 N32'29'20"W 50.00'
L44 N72'10'56"E 1 16.63'
RADIUS DELTA LENGTH
C1 581 0.00'08'36'30'572.42'
381 0.00'03'52'55"258.15'
C3 305.00'2-7',33'23"'1 46.69'
aL 255.00'02'52'53"12.82'
225.OO'62'44'34"246.39'
c6 193.50'16'00'01"54.O4"
C7 91 .00'14'40'16"23.30'
C8 42.OO'209'20"32"'1 53.46'
SHEET 2 OF 2
LINE TABLE
CURVI TABLE
L2
L20
L24
LzA
L42
c2
28 s89'07'J1"E 1317.25'
W /+ COR.,(5 sEc. coR
LJ5 0 800
400
PARCEL ,'1,'
P.O.B.
Feel
L37LJl (2 LEGEND
OLO PROPERTY LINELJ9
NEW PROPERTY LINE
V
=
SECTION LINE
127
PARCEL "3"
P.O.B.
IRACT 2714
MAP BK. 46, PG. 41_4J s
S,LY LINE OF
SECTION 27 L2J
2 7
3
IRACT 24OJ
MAP BK, 44, PG. 5-9 11
I
EL RA N-NCUo=
I
IRACT 24OJ
MAP 8K. 44, PG. 5-9
SCALE: '1 " = 400'
APN'S: 3J6-090-001, J36-160-001, 336-'160-002
SEC. 27 & 34, T. 5S., R. JW. S.B.M.
DATE ExHrBlT PREPARED: 6/13/2022
PARGtrL'A'
s-i
ls SEC. LINE
7.
J w6768
'Lt6'0 r
6-1
\l
0014
L42
140
IST. CHAINLINK
PARCEL ,'1,,
APN: 336-090-001EXIST. DIRT
ROAD
FENCE
79.28'l
PARCEL ,,2"
APN:
36-160-001
116
t,
17
PAR(EtrL'B'
NEW LOT LINE
L24
46.06
L l4
Ll3 ,2 L1t L1
IPAF]GTEL'E'
L1
L9
1o'-1 .o, ,^. _
PARCEL,,2,,
cl
@(c)r!=o u)
o) t/)
;.) r.iro c\bro
APN: J36-160-002
P.O.B.
IAN0hL
J. &
OF cAL\(
SHEII 1 OT 2
EXHIBIT "C'' - MAP
LOT LINE ADJUSTMENT NO. 22-OO4
\\
S Z COR.c4
PARCEL "3"
EXHIBIT "C" - MAP
LOT LINE ADJUSTMENT NO. 22-OO4
APN'S: 336-090-001, 336-'160-001, 336-160-002
sEC. 27 & 34, T. 5S., R. 3W. S.B.M.
DATE EXHTBTT PREPARED: 6/13/2022
BEARING DISTANCE
L1 s28'29'35'E 270.56'
L2 s 1 4'03'50"E 181.00'
s41'00'48"E 460.S8'
L4 s28'29'O4"8 1099.82'
L5 s28'28'29"E 3A4.O2'
L6 s00'28'33"W 103.29'
Lf N28'28'29"W 258.72'
L8 s61"31'31 "W 160.00'
L9 s28'28'29"t 12.15'
110 s79'28'46"W 62.06'
L1 1 N89't 5'20"W 58.34'
L12 N76'56'52"W 7 4.71'
113 N73'48'05"W 138.95'
Ll4 N75"30'03"W 1 51 .89'
115 s 1 3'26'53"W 100.00'
116 N 1 5'50'50"E 1 49.37'
Ll7 N89'47'43"W 47.85'
118 s75'04'58"W 87.51'
119 s84'34'08"W 5.98'
L20 N 12'41'52"W 150.22'
L21 N23'02'15"W 204.15'
L22 N48'53'44"E 88.35'
BEARING DISTANCE
L23 N76',27'07"8 50.00'
L24 N 10'40'00"w 69.00'
L25 N73'24'34"W 172.50'
L26 N 1 6'35'26"E 188.55'
L27 N85'51'14"W 254.36'
L28 N02'04'46"E 362.51'
t29 N21 '1 6'02"W 135.58'
130 N50'48'1 1"E 85.00'
131 N39'1 1 '49"W 42.86'
L32 N50'48'1 1"E 50.00'
133 N34'48'10"E 1 19.25'
134 s55'25'44"E Jt./b
135 s18'51 '15"E 1 17.00'
136 s52'42'52"8 77.92'
L37 s75'38'00"E 29 6.50'
L3E s46',22'46"E 1 15.00'
139 s88'07's5"E 129.00'
140 N46'49'00"E 98.44'
141 N61'30'56"E 1J4.6'l '
L42 s05'08'48"E 50.00'
143 N32'29'20"W 50.00'
t44 N72'10'56"E 1 '1 6.63'
RADIUS DELTA LENGTH
C1 381 0.00'08'56'30'
c2 581 0.00'03'52'55"258.15'
505.00'146.69'
C4 255.00'02'52'53"12.82'
225.OO'62'44'34"246.39'
C6 '193.50'16'00'01"54.O4"
c7 9l.00'14'40'16"23.30'
C8 42.OO'209'20"32"153.46'
SHEET 2 OF 2
LINE TABLE
CURVE TABLE
L3