rs163_094-095IN THE CITY OF BEAUMONT, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
BEING A SURVEY OF A PORTION OF LOT 24 OF BLOCK 22 OF "AMENDED
MAP OF THE TOWN OF BEAUMONT" FILED IN BOOK 6, PAGES 16 AND 17
OF MAPS, RECORDS OF SAN BERNARDINO COUNTY, CALIFORNIA
SHANE A. BENDER P.L.S. 9197 SB SURVEYING & MAPPING MARCH 2O24
BASIS OF BEARINGS
THE BASIS OF BEARINGS OF THE FIELD SURVEY REFERENCED HEREON IS NORTH 00' 43'
00" WEST ALONG THE CENTERLINE OF ELM AVENUE FROM EIGHTH STREET NORTHERLY TO
RENA WAY BY HOLDING THE FOUND MONUMENT NUMBERS 1 AND 2 BEING PER (R6).
PURPOSE OF SURVEY
THE PURPOSE OF THIS SURVEY IS TO ESTABLISH AND MONUMENT
THE PROPERTY DESCRIBED IN THE GRANT DEED RECORDED JULY 1,
2022 AS DOCUMENT NO. 2022-0298195 OF OFFICIAL RECORDS OF
RIVERSIDE COUNTY AND TO COMPLY WITH SECTION 8762(b) OF THE
PROFESSIONAL LAND SURVEYOR'S ACT.
SURVEYOR'S STATEMENT
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR
UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS
OF THE PROFESSIONAL LAND SURVEYORS' ACT AT THE REQUEST
OF TONY ZHONG IN MARCH, 2024.
bNANt A. tStNUtK
P.L.S. 9197
CO UNTYSURVEYOR'S STATEMENT
�Np,L LAA/pS
A. BEtipG'A�.
cl- NO. 9197 X
* EXP. 3/31 /25
��OFCALf
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION
8766 OF THE PROFESSIONAL LAND SURVEYORS' ACT THIS aSS-
DAY OF , 2A) , 20_10�.
DAVID L. MCMILLAN, COUNTY SURVEYOR
P.L.S. 8488
CO UN TY SUR VE YOR'S NOTE
Nivu SU�
op Mc o
i pP �Z
NO. 8488
* EXP. 12/31 /24 *
THE COUNTY SURVEYOR HAS NOT ESTABLISHED AS OF THE DATE OF RECORDING
OF THIS RECORD OF SURVEY THAT THE LAND SHOWN IN THIS RECORD OF SURVEY
IS IN COMPLIANCE WITH THE PROVISIONS OF THE SUBDIVISION MAP ACT, DIVISION
2 (COMMENCING WITH SECTION 66410) OF TITLE 7 OF THE GOVERNMENT CODE.
THE PARCEL(S) SHOWN ON THIS SURVEY MAY NOT HAVE BEEN LEGALLY CREATED
AND THEREFORE MAY NOT BE BUILDABLE PARCEL(S).
DAVID L. MCMILLAN, COUNTY SURVEYOR
P.L.S. 8488
RECORD REFERENCES
NOTE: ALL RECORD INFORMATION SHOWN HEREIN IS PER THE RECORD
REFERENCE, UNLESS NOTED OTHERWISE.
(R1) - INDICATES RECORD DATA PER CORNER RECORD 2022-0677.
(R2) - INDICATES RECORD DATA PER CORNER RECORD 2022-0724.
(R3) - INDICATES RECORD DATA PER MAP BOOK 6/32.
(R4) - INDICATES RECORD DATA PER MAP BOOK 36/60.
(R5) - INDICATES RECORD DATA PER MAP BOOK 258/33-34.
(R6) - INDICATES RECORD DATA PER MAP BOOK 290/51-55.
(R7) - INDICATES RECORD DATA PER "AMENDED MAP OF THE TOWN OF
BEAUMONT" SAN BERNARDINO COUNTY MAP BOOK 6/16-17.
DOCUMENT REFERENCES
NOTE: ALL RECORD INFORMATION SHOWN HEREIN IS PER THE RECORD
REFERENCE, UNLESS NOTED OTHERWISE.
(D1) - CERTIFICATE OF CORRECTION REC. 9/24/2008 DOCUMENT NO. 2008-0519728.
(D2) - GRANT DEED REC. 6/10/1947 BOOK 835, PAGE 595.
(D3) - GRANT DEED REC. 3/6/2002 DOCUMENT NO. 2002-115962.
(D4) - GRANT DEED REC. 10/14/2008 DOCUMENT NO. 2008-0552023.
(D5) - GRANT DEED REC. 4/28/2017 DOCUMENT NO. 2017-0171679.
(D6) - GRANT DEED REC. 7/1 /2022 DOCUMENT NO. 2022-0298195.
SHEET NOTES
MONUMENT NOTES
SHEET 1 OF 2 SHEETS
RECORDER'S STA TEMENT
FILED IS .21e DAY OF Jb el , 20-"-
,
AT� . IN BOOK I Lj OF RECORDS OF SURVEY,
AT PAGE 9y- Q5 , AT THE REQUEST OF THE COUNTY
SURVEYOR.
NO. ao-Iy-OIloop
FEE 111.
PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
BYDEPUTY
FOUND CONCRETE NAIL FLUSH, NO REFERENCE. SET LEAD WITH BRASS NAIL AND BRASS TAG STAMPED "PLS
O - 9197" IN TOP OF CURB AS TIE POINTS AND REMOVED CONCRETE NAIL. DUG AND SEARCHED FOUND NOTHING.
THIS POSITION FITS SPLITS OF CONCRETE CURB ON ELM STREET AND 8TH STREET. CURB IS STAMPED CIRCA
1940. ACCEPTED POSITION AS THE CENTERLINE INTERSECTION OF ELM STREET AND 8TH STREET PER (R6).
O- FOUND 1 1/2" BRASS DISK STAMPED "RCE 24102" DOWN 0.3' IN LIEU OF 1 1/4" I.D. IRON PIPE TAGGED "RCE
2 24102". ACCEPTED POSITION AS THE CENTERLINE INTERSECTION OF ELM STREET AND RENA WAY PER (R5).
O-
FOUND GIN SPIKE WITH ALUMINUM WASHER STAMPED "LS 5411" FLUSH, NO REFERENCE. ACCEPTED POSITION AS
BEING ON THE CENTERLINE OF 8TH STREET. THIS POSITION FITS SPLIT OF CONCRETE CURB ON 8TH STREET.
CURB IS STAMPED CIRCA 1940. THIS POSITION ALSO FITS FOUND TIES PER (R2).
FOUND GIN SPIKE WITH ALUMINUM WASHER STAMPED "LS 5411" FLUSH, NO REFERENCE. ACCEPTED POSITION AS
O¢
- THE INTERSECTION OF THE CENTERLINE OF RING RANCH ROAD WITH THE TRACT BOUNDARY
OF (R6). THIS
POSITION FITS FOUND TIES PER (R1).
FOUND 1" I.D. IRON PIPE WITH CUP TACK AND BRASS TAG STAMPED "LS 8145" FLUSH
PER (R6) AND
CORRECTED BY CERTIFICATE OF CORRECTION (MONUMENT SUBSTITUTION) REC. 9/24/2008 AS
DOCUMENT NO.
2008-0519728 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY (D1).
FOUND 1" I.D. IRON PIPE WITH CUP TACK AND BRASS TAG STAMPED "LS 8145" FLUSH
PER (R6) AND
O-
CORRECTED BY CERTIFICATE OF CORRECTION (MONUMENT SUBSTITUTION) REC. 9/24/2008 AS
DOCUMENT NO.
2008-0519728 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY (D1).
FOUND 1" I.D. IRON PIPE WITH CUP TACK AND BRASS TAG STAMPED "LS 8145" FLUSH
PER (R6) AND
CORRECTED BY CERTIFICATE OF CORRECTION (MONUMENT SUBSTITUTION) REC. 9/24/2008 AS
DOCUMENT NO.
2008-0519728 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY (D1).
FOUND 1" I.D. IRON PIPE WITH CUP TACK AND BRASS TAG STAMPED "LS 8145" FLUSH
PER (R6) AND
O-
CORRECTED BY CERTIFICATE OF CORRECTION (MONUMENT SUBSTITUTION) REC. 9/24/2008 AS
DOCUMENT NO.
2008-0519728 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY (D1).
FOUND NAIL AND BRASS TAG STAMPED "LS 4941" FLUSH IN TOP OF CURB PER (R6) AND
CORRECTED BY
O-
CERTIFICATE OF CORRECTION (MONUMENT SUBSTITUTION) REC. 9/24/2008 AS DOCUMENT NO.
2008-0519728
OF OFFICIAL RECORDS OF RIVERSIDE COUNTY (D1) HELD FOR LINE.
FOUND NAIL AND BRASS TAG STAMPED "LS 4941" FLUSH IN TOP OF CURB PER (R6) AND
CORRECTED BY
1 Q -
CERTIFICATE OF CORRECTION (MONUMENT SUBSTITUTION) REC. 9/24/2008 AS DOCUMENT NO.
2008-0519728
OF OFFICIAL RECORDS OF RIVERSIDE COUNTY (D1) HELD FOR LINE.
FOUND 1" I.D. IRON PIPE WITH CUP TACK AND BRASS TAG STAMPED "LS 3543" LAYING SIDEWAYS AND DOWN
» -
1.0' PER (R6) AND CORRECTED BY CERTIFICATE OF CORRECTION (MONUMENT SUBSTITUTION) REC.
9/24/2008
AS DOCUMENT NO. 2008-0519728 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY (D1). NOT ACCEPTED.
12 -
FOUND 1/2" I.D. IRON PIPE WITH NO NAIL AND NO TAG PER (R6). THIS MONUMENT HAS BEEN DISTURBED AND
SEVERELY BENT N00'43'00"W 0.42' FROM THE ESTABLISHED POSITION. REMOVED AND REPLACED WITH 1" I.D.
IRON PIPE, WITH BRASS NAIL AND BRASS TAG STAMPED "PLS 9197" FLUSH.
ESTABLISHMENT NOTES
ESTABLISHED THE WESTERLY LINE OF LOT 23 OF BLOCK 22 BY PARALLEL
FA] - OFFSET OF THE CENTERLINE OF HURSTLAND AVENUE PER (R6).
❑B -ESTABLISHED BY INTERSECTION.
ESTABLISHED THE EASTERLY LINE OF TRACT NO. 24039-1 BY PARALLEL
a - OFFSET OF THE WESTERLY LINE OF ELM STREET PER (R6).
ESTABLISHED AT MID POINT ALONG THE WESTERLY LINE OF LOT 24 AND
- LOT 25 OF BLOCK 22 PER (R7).
- ESTABLISHED AT RECORD DISTANCE PER (R6).
a - ESTABLISHED THE CENTERLINE OF OLIVE AVENUE AND WEST 9TH PLACE
BY SPLITTING THE EXISTING CURB.
ESTABLISHED THE SOUTHERLY LINE OF THE ELMWOOD TRACT BY
a - PARALLEL OFFSET OF THE CENTERLINE OF WEST 9TH PLACE PER (R4).
LEGEND
• - INDICATES FOUND MONUMENT AS NOTED
0 - INDICATES SET 1" I.D. IRON PIPE WITH BRASS NAIL
AND BRASS TAG STAMPED "PLS 9197" FLUSH
- INDICATES SET GIN SPIKE WITH ALUMINUM WASHER
STAMPED "PLS 9197" FLUSH
- INDICATES SET LEAD WITH BRASS NAIL AND BRASS
TAG STAMPED "PLS 9197" FLUSH
SURVEYOR'S NARRATIVE
CHAIN LINK FENCE
................................ RECORD EASEMENTS
ROAD RIGHT OF WAY
MONUMENT TIE LINES
----------- BOUNDARY TIE LINES
STREET CENTERLINES
PARCELS 1, 2, AND 3 PER INSTRUMENT
NO. 2022-0298195
AN EVIDENCE BASED FIELD SURVEY WAS PERFORMED IN MARCH 2O24. THIS SURVEY LOCATED EXISTING MONUMENTS
AND EXISTING PHYSICAL IMPROVEMENTS BEING CURB, FENCE LINES, STRUCTURES, AND WALLS. THIS SURVEY WAS
COMPLETED USING A COMBINATION OF CONVENTIONAL SURVEY METHODS AND FAST STATIC GPS METHODS. A 3"
TRIMBLE S5 WAS USED FOR THE CONVENTIONAL MEASUREMENTS ALONG WITH TRIMBLE 5700'S AND 5800'S USED FOR
THE FAST STATIC GPS OBSERVATIONS. THIS DATA WAS ADJUSTED BY LEAST SQUARES ANALYSIS UTILIZING TRIMBLE
BUSINESS CENTER AND STARNET. THE LENGTH OF THE SEMI -MAJOR AXIS, EXPRESSED IN FEET OF THE ERROR ELLIPSE
REPRESENTING THE UNCERTAINTY IN MEASUREMENTS OF THE MONUMENT AND IMPROVEMENT LOCATIONS AT THE 95%
CONFIDENCE LEVEL WAS 0.05'.
AFTER EVALUATING THE FOUND EVIDENCE OF THIS SURVEY, CONSISTING OF EXISTING MONUMENTS AND EXISTING
PHYSICAL IMPROVEMENTS ALONG WITH AN ANALYSIS OF THE RECORDS SHOWN HEREON; THE FOLLOWING WAS FOUND:
(R7) RECORDED DECEMBER 30, 1891, CREATED LOTS 20 THROUGH 25 OF BLOCK 22. (R3) RECORDED JANUARY 28,
1959, SUBDIVIDED A PORTION OF LOT 20 ALONG WITH ALL OF LOTS 21 AND 22 IN BLOCK 22. (R3) CREATES NINTH
PLACE (LOT A) AND OLIVE AVENUE (LOT C). AFTER AN UNSUCCESSFUL SEARCH FOR MONUMENTS ALONG THE
CENTERLINE OF NINTH PLACE (LOT A), OLIVE AVENUE (LOT C), AND THE SOUTHERLY LINE OF LOT 22 OF BLOCK 22, 1
SPOKE WITH JAMES DAVIS ON FEBRUARY 29, 2024 AT 12:05 PM WHO IS THE VESTED OWNER OF LOT 20 (AS SHOWN
ON R3) PER GRANT DEED RECORDED APRIL 23, 1987 AS DOCUMENT NO. 112231. IN SPEAKING WITH JAMES DAVIS I
LEARNED THAT THE CURB AND INFRASTRUCTURE ALONG NINTH PLACE (LOT A) AND OLIVE AVENUE (LOT C) HAD BEEN
CONSTRUCTED YEARS PRIOR TO THE CONSTRUCTION OF HOUSING WITHIN THE SUBDIVISION OF (R3). THIS CURB WAS
SPLIT IN MULTIPLE LOCATIONS AND USED TO ESTABLISH THE CENTERLINES OF NINTH PLACE (LOT A) AND OLIVE
AVENUE (LOT C) AND ACCEPTED AS THE BEST AVAILABLE EVIDENCE. THE CENTERLINE OF NINTH PLACE (LOT A) WAS
OFFSET AT RECORD DISTANCE PER (R3) TO ESTABLISH THE SOUTHERLY LINE OF LOT 22 IN BLOCK 22 AND NORTHERLY
LINE OF LOT 23 OF BLOCK 22 PER (R7). THIS SOLUTION FITS EXISTING PHYSICAL IMPROVEMENTS OF A CHAIN LINK
FENCE AND BLOCK WALL ALONG THE SOUTHERLY LINE OF LOT 22 OF BLOCK 22 AND NORTHERLY LINE OF LOT 23 OF
BLOCK 22 PER (R7). MONUMENTS ARE SET AT THE ESTABLISHED INTERSECTIONS OF NINTH PLACE (LOT A) WITH ELM
AVENUE AND NINTH PLACE (LOT A) WITH OLIVE AVENUE (LOT C) SO THESE LINES CAN BE MORE EASILY RETRACED.
SHEET 1: BASIS OF BEARINGS, PURPOSE OF SURVEY, SURVEYOR'S STATEMENT, COUNTY SURVEYOR'S STATEMENT, COUNTY SURVEYOR'S
NOTE, RECORD REFERENCES, DOCUMENT REFERENCES, MONUMENT NOTES, ESTABLISHMENT NOTES, LEGEND, SURVEYOR'S NARRATIVE.
SHEET 2: ABBREVIATIONS, EASEMENT NOTES, BOUNDARY ESTABLISHMENT, DETAILS, TOPOGRAPHY.
R/VCO 24-0074
N
IN THE CITY OF BEAUMONT, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OFSURVEY
BEING A SURVEY OF A PORTION OF LOT 24 OF BLOCK 22 OF "AMENDED
MAP OF THE TOWN OF BEAUMONT" FILED IN BOOK 6, PAGES 16 AND 17
OF MAPS, RECORDS OF SAN BERNARDINO COUNTY, CALIFORNIA
SHANE A. BENDER P.L.S. 9197 SB SURVEYING & MAPPING MARCH 2O24
SHEET NOTES
SHEET 1: BASIS OF BEARINGS, PURPOSE OF SURVEY, SURVEYOR'S STATEMENT, COUNTY SURVEYOR'S STATEMENT, COUNTY SURVEYOR'S
NOTE, RECORD REFERENCES, DOCUMENT REFERENCES, MONUMENT NOTES, ESTABLISHMENT NOTES, LEGEND, SURVEYOR'S NARRATIVE.
SHEET 2: ABBREVIATIONS, EASEMENT NOTES, BOUNDARY ESTABLISHMENT, DETAILS, TOPOGRAPHY.
0' 50, 100'
ABBREVIATIONS
APN ASSESSOR PARCEL NUMBER
NEC
NORTHEAST CORNER
PIL
PILASTER
1 INCH = 50 FEET
BLD BUILDING
NLY
NORTHERLY
PPO
POWER POLE
GRAPHIC SCALE
BWA BLOCK WALL
NTS
NOT TO SCALE
SFN
SEARCH FOUND NOTHING
CLF CHAIN LINK FENCE
NWC
NORTHWEST CORNER
SLY
SOUTHERLY
COM COMMUNICATIONS
ONL
ONLINE
SWC
SOUTHWEST CORNER
EFC EAST FACE
OVH
OVERHANG
WLY
WESTERLY
ELY EASTERLY
PED
PEDESTAL
�I��
Q !3 d 7.76,
04
Z '=' N
I '� �h, 166.93 (166.83, R6)
' 2 N89'17'05"E---
-- - - - - --
� ' 1
s
N89'17'05"E--
7 I 1 p 166.75' (166.65' R6)
7.76'
TARTAN WY
I
DETAIL "A"
I
NTS '
--------------------------------------------------------------------------------------------------------- '
......................................................................................................................
DETAIL "B
NTS
40'
IOFMOFELOCKM MENE0
I
i �',fl�',10®FME7TgWNOFMA(l0MONr
'
S.A. N.ff 9/419 f7
12 I
(431.61' R6)
- N89'17'05"E
' IN
d431.61'
CLF ONL
E
co
to
"tOV
PAR.. JEM NO.
Q
! 0
--- N89'17'05"E '''
W
I `�
165.00'
' o
(165.00 D5)
I o
to
' Z
CG�IN77EL[�E
DOC NO. 1017 Cf1 E79
40' ----I
1
I
N8977'26"E
_228.83'
8TH ST
40'
DETAIL "C'
NTS
SHEET 2 OF 2 SHEETS
!
N897645"E 414.78' (415.00' R4)
....�f'------------------ - ---------------------
..................... / �--------------- � SEE SURt�€YOR'S NARRA77VE � 1
.......................
"" SEE SURVEYOR'S NARRATIVE W 9TH RL
" ' 'TIE LINE FOR ESTABLISHMENT DETAILS FOR ESTABLISHMENT DETAILS ,
................. 253.56 _Z
-
N83 57 36 E
HICKORY TREE LN o I
v ,
ui
N' O
�"p! O !�
B SFN
SFN , I - - -
-1-- B Ih
NWC LOT 23 1
115.62' (115.99' R4) G 374.76' (375.00' R4)
I I SFN N8976'45"E 490.38' (490.99' R4)(490.42' R7)
I I
I
� I,/�'�IG691��n7EEE�D�p®1�17�11�7�I14�M®I�ELQC�®nMl%'
Q- r
I�
Of-
Z'o
I
�.
I-- WL Y LINE LOT 23
I
it
N
cs
I
koI
TART]
Cc
ocOi
cd
o�
Z I PIL EFC
I 0.3' ELY
t 0.4' NLY SEE' DETAIL "B'
I
............••••• �• • • • • • • B N8977'05"E 598.54' (598.44' R6)
I �- CLF 0.2' NLY f- CLF 0.5' NLY 431.61 ' (431.61 ' R6) f' CLF ONL i NL Y LINE LOT 24 I '
I 9 :� • 166.93 (166.83 R6) \ I SFN
(20' R6) Mg
166.75' (166.65' R6) 1
SEE DETAIL "A"
TN,4CT NO/. Z=1N1�.9 1
A, B. 2.91U5J 55
NWC
LOT 24
rn^I
C,
k
--
N
tq• ocOi j O
o0i
O
A I^
I,
WL Y LINE LOT 24 - 4 rn
SWC LOT 24 -
• E
' E ON
I '1'�E••122.5
- 69.26
N WL Y LINE LOT 25 -
LINE TABLE
LINE #
DIREC7ION
LENGTH
RECORD
L 1
N00 43'00"W
103 89'
NO RECORD
L2
N00 43'01 "W
72.82'
NO RECORD
L3
N89 43'01 "W
150.60'
(150.60' D2)
L4
N00 43'00"W
77.75'
NO RECORD
L5
N00 43'01 "W
75.18'
(75.18' D2)
LINE TABLE
LINE #
DIRECTION
LENGTH
RECORD
L6
N332735"E
39.28'
SET POINT
L7
N56 2354"E
40.95'
SET POINT
L8
N•30 49'34"W
44.13'
SET POINT
L9
N5073'24"E
30.97'
SET POINT
-SET ON TOP PIL PAIR. 3 gZAN?OOD 20' (20' D6)
- SET ON EFC BWA E®(� a� ®�� ®����C� 0- AP 4�4
-•--------------------------------------------•r-------1
266.61' "j
• PIL EFC 0.3' ELY N89 *17`05 "E 598. 36'
CLF 5.8 SL Y 2.1 EL Y
8WA EFC
0.1' WL Y
FAA ZCHARMEEff
MC NO. 29 098125, OR.
AIPH 414 220 02J
PIL EFC
0.2' ELY
N8874'53"E 337.27' (337.43'
D2) --� 15,
322.84'
-a
-------------------
- ----------------+-----
SLY LINE OF (02)
13.00' •-
BWA EFC
E1
O
E2
0.2' KY
PAR I CRAffMW
DOC NO. Z922 9008 25, OR.
PIL EFC
` ®®�
i
0.3' ELY
AG°'®6 TIONOF10FU0FROCl 2
SFN ON ELY
'AMENW,9MAP OFMEF9WNOF 9FAUNCHr CLF 13.3' WLY -�
- LINE OF (R6)
H.S. elYS`17
OVH CLF
A 0.2' NLY i a 4' SLY
CLF 6.9' NLY •7.4' KY-.
----------
55.44 : J ` ;SLY LINE LOT 24 279.61'
\ • �- .........I........ i 99 N8977'16"E 487.05' (487.11' R7) BWA NEC
u BWA NWC 0.7 SLY
SEE DETAIL ID" 1. 0' SLY
I 431.61' (431.61' R6)cc
-
I
PED COM r PPO SFC 0.3' SL Y
165.00' f
0 S y 5' BLD (165.00' D5) I
.../........
CLF 4.8' SLY BLD
ORANUM MC. NO. Z91-017197C J
165.00' (165.'00' D5)
CLF 2. 1' NL Y 1.3' EL Y
LJ
�•...1.43'-� --- SFN
152.00' (152.00' 64}-
',�� BLD
V.. C6INI�ECCE
NO. Z595-0552027
BLD I
BWA SWC 1.3' ELY
' 152.00' (152.00' -
�..° Pq°N7ELl�E 23.55'
(23.55' D4)
- ---------------------
152.00' (152.00' D3) • 'I
CLF 6.4'ELY
CLF 0.1' NLY
220' PER E2
N88'44'43"E 20.00' I °' I EASEMENT NOTES
(20.00' R6) cr.� � � I
A RESERVATION IN FAVOR OF BEAUMONT LAND & WATER CO. RECORDED
co I N co NOVEMBER 1, 1909 IN BOOK 291 OF DEEDS, PAGE 254. (BLANKET IN NATURE)
:................................. ............................................................
.
1
t -Z� I DETAIL TS i I C _ AN EASEMENT IN FAVOR OF THE CITY OF BEAUMONT RECORDED JANUARY 3,
to to I N pp `s ®EE® of j it I E2 1956 IN BOOK 1841 OF DEEDS, PAGE 551.
c^i ,��- 0 0.13' SET ON EFC I Al 9 FARMN61�V SUZOOdSEffM. W2
�"q � 2 . OF BWA UP 3.0'
B MONUMENTS NOT SEARCHED FOR ALONG ELY LINE OF (R6) I
107H/N LOT 25 OF BLOCK 22 OF (R7) DUE TO NO ACCESS
i 5544' 279.61' 1 I
• �-- I N8977'16"E I \• ( 11
4 I ( 48Z05' (487.11' R7) • 1 i E
....!............................i...........................................................-_------,--_-
\ SWC LOT 25 (53.95 R6) +E 431.61' (431.61' R6)
�8• �._,_ l NG fov.
o 3
3825„ ----_R'ANCH RD ---- l------.55' - TH ST ----------------------
R 7p00O• 1------- 283.55' 8TH - 228.83'
227.73' (L-227.69 R6)------- N89'17'26"E 512.38' (512.38' R6) - --
SET LEAD Wl7H BRASS NAILS AND BRASS TAGS STAMPED "PLS 9197"
TIES IN CONCRETE COLLAR AS POS17/ON IS LOCATED ON A SEWER MANHOLE
,4 PD/KTIONO/FLC7/T'5OFhL0/C1f22
A E /EO ,4'(/IF THElO/WNO/FL�EAU 0/NT
S.ld, 1.4. G'16 1i
SEE DETAIL A,
!
E I
SFN ---
I19TH STD
- 40' I
E
40'
R
c�
Cj
I