rs159_042-044STATEMENT OF PURPOSE
THE PURPOSE OF THIS SURVEY IS TO MONUMENT PROPERTY LINE
OF THE GALLEANO FAMILY TRUST PER DOCUMENT RECORDED JULY 07,
1999 AS INSTRUMENT NO. 1999-318617, O.R.
BASIS OF BEARINGS
"THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE
COORDINATE SYSTEM, CCS83, ZONE 6, BASED LOCALLY ON CONTROL STATION
"EWPP", "MLFP', AND "NOCO' NAD 83(NSRS2011) EPOCH 2010.00 AS SHOWN
HEREON.
ALL BEARINGS SHOWN ON THIS MAP ARE GRID. QUOTED BEARINGS AND
DISTANCES FROM REFERENCE MAPS OR DEEDS ARE AS SHOWN PER THAT
RECORD REFERENCE. ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS
SPECIFIED OTHERWISE. GRID DISTANCES, MAY BE OBTAINED BY MULTIPLYING
THE GROUND DISTANCE BY A COMBINATION FACTOR OF 0.9999827521.
CALCULATIONS ARE MADE AT POINT NO. 1 WITH COORDINATES OF: N:
2315398.623, E: 6185321.919, USING AN ELEVATION OF 748.02'
THE CONVERGENCE ANGLE AT POINT #1 IS -000'40'56.77"
IN THE CITY OF JURUPA VALLEY, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
BEING A PORTION OF LOT 95 OF RESUBDIVISION OF GLEN AVON HEIGHTS, AS PER MAP FILED
IN BOOK 10, PAGE 100, OF MAPS, RECORDS OF RIVERSIDE COUNTY
LYING WITHIN SECTION 10, TOWNSHIP 2 SOUTH, RANGE 6 WEST, S.B.M.
ALBERT A. WEBB ASSOCIATES - CIVIL ENGINEERS AUGUST 2021
CONTROL NETWORK DIAGRAM
WPP (PID #DH7046)
N=2347786.778 (ZONE 6)
E=6175507.200 (ZONE 6)
S
N=1860639.60 (ZONE 5)
' \ E=6705286.96 (ZONE 5) �J
rn
N
S
E
aoao -DIV 0Lk1�
SHEET 1 OF 3 SHEET
RECORDER'S STATEMENT
FILED THIS �I __ DAY OF _ Ck�,Q r__ 2022,
AT _ �_ L �.M. IN BOOK L�_ OF RECORDS OF SURVEY,
AT (A ErA� _{, AT THE REQUEST OF THE COUNTY SURVEYOR.
NO .
0. DA -----------------------
FEE _lb
----------------------------
PETER ALDANA, ASSESSOR - COUNTY CLERK -RECORDER
BY:__ -�------- DEPUTY
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 GALLEANO WINERY IN NOVEMBER 2021.
x612022
MICHAEL E. JO NSON
W)
' \ EXP. DATE 12/21/2022
TPOIINT 1
`AND SG
�5 PSV E. joy .pL
do
J 2 �
NO. 7673
SURVEYOR'S NOTES
1. THE BASIS OF BEARINGS IS GRID NORTH PER CALIFORNIA COORDINATE SYSTEM, COUNTY SURVEYOR'S STATEMENT
CCS 83, ZONE 6, EPOCH 2010.00, BASED LOCALLY ON NGS CORS STATIONS
„ „ ,_ r- \ss,, THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766,
EWPP , MLFP AND NOCO . o F OF THE PROFESSIONAL LAND SURVEYORS' ACT THIS AU DAY OF
20b-
2. -f- INDICATES FOUND MONUMENTS AS NOTED. \s -
3. INDICATES SET 1 " IP, LS 7673, FLUSH. __ M M/LA/Vo sG
4. INDICATES SET NAIL, LS 7673, FLUSH IN CONC WALL FOOTING. \ ------------------------- o� aP
DAVID L. McMILLAN, COUNTY SURVEYOR�
x a
5. ♦ INDICATES NGS CORS STATIONS & BASE POINT #1. ASE POINT1 \ PLS 8488 °- m
2 # EXP. DATE 12/31/2022 NO. 8488
N=2315398.623
6. ALL DIMENSIONS ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF. D. MAGNAIL & WASHER, ILLEGIBLE, FLUSH 1 E=6185321.919 \
7. ALL BEARINGS READ IN A NORTHERLY DIRECTION UNLESS OTHERWISE NOTED. / PER RS 149/70
N=2314351.008
8. ALL DISTANCES ARE GROUND AND GRID DISTANCES CAN BE OBTAINED BY E=6180728.057 $g' °syr C
MULTIPLYING GROUND DISTANCES BY A COMBINED FACTOR OF 0.9999827521.�119� —
CONNING S'% N p9'13"E �16�0� a1 �q1 �� \ T
9. TOTAL AREA OF THE SUBJECT PROPERTY IS 3.64 ACRES, MORE OR LESS. R
Gy �6� T
10. () INDICATES RECORD DATA PER RS 149/70, UNLESS OTHERWISE NOTED. �o,L ,�5� oq' T
11. < > INDICATES RECORD DATA PER RS 48/32. Z /�,��`
N45°08'26"W 1289.04' (GROUND) S �� \
12. [ ] INDICATES RECORD DATA PER MB 10/100. N45'08'26"W 1289.01' (GRID) /�,� T
13. INDICATES RECORD DATA PER QUITCLAIM DEED1999-318617, \ \
RECORDED 07/16/1999. # _
�qy8 S 149 70 1 LS 70 , DN. 0 50'
PER RRS \ DAVID L. MCMILLAN COUNTY SURVEYOR
�R
14. (( )) INDICATES RECORD GRID DATA PER RS 110/97-102. FN 94 N=2313441.776 PLS 8488
15. i i i i INDICATED RESTRICTED ACCESS PER PM 124/34-38. '
E-6181641.761 � \ EXP. DATE 12/31/2022
OUNTY SURVEYOR'S NOTE
HE COUNTY SURVEYOR HAS NOT ESTABLISHED AS OF THE DATE OF
ECORDING OF THIS RECORD OF SURVEY THAT THE LAND SHOWN IN
HIS RECORD OF SURVEY IS IN COMPLIANCE WITH THE PROVISIONS OF
HE SUBDIVISION MAP ACT, DIVISION 2 (COMMENCING WITH SECTION
6410) OF TITLE 7 OF THE GOVERNMENT CODE. THE PARCEL(S)
HOWN ON THIS SURVEY MAY NOT HAVE BEEN LEGALLY CREATED AND
HEREFORE MAY NOT BE BUILDABLE PARCEL(S).
N88'59'15"W 76340.77' (GRID)
NOCO (PID #DK6393) \�
/ N=2280817.069
E=6161339.178 / ,\
MLFP (PID #DH7093 \
N=2279468.185 \
E=6237668.034
1 1 " = 1000'
m m
iii
RIV. CO. 22-007
EASEMENTS
1. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS
GRANTED IN A DOCUMENT:
GRANTED TO: SOUTHERN SIERRAS POWER COMPANY
PURPOSE: PUBLIC UTILITIES
RECORDING DATE: MAY 1, 1924
RECORDING NO: BOOK 605, PAGE 334, OF DEEDS
[BLANKET IN NATURE]
2. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS
SET FORTH IN A DOCUMENT:
PURPOSE: WATER PIPELINES AND POWER LINES/POLES
RECORDING DATE: AUGUST 29, 1938
RECORDING NO: BOOK 391, PAGE 360, OFFICIAL RECORDS
[BLANKET IN NATURE]
3� EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS
GRANTED IN A DOCUMENT:
GRANTED TO: SOUTHERN CALIFORNIA EDISON COMPANY, A CORPORATION
PURPOSE: OVERHEAD AND UNDERGROUND ELECTRICAL SUPPLY AND
COMMUNICATION SYSTEMS
RECORDING DATE: FEBRUARY 13, 1970
RECORDING NO: 14303, OFFICIAL RECORDS
SAID EASEMENT PROVIDES THAT NO BUILDING, PLANTER BOXES, EARTH FILL OR OTHER
STRUCTURE EXCEPT WALLS AND FENCES SHALL BE ERECTED ON SAID EASEMENT.
W
N
S
a
Lr
FD. 3/4" IP W/ N&T, RCFC&WCD, DN. 0.20'
PER RS 110/97-102;
HELD FOR FLOOD CHANNEL R/W
A=0'00'35" L=0.18'
1\155"09' 12"E(R)
0
00
O
A
DIRECTION
�o
5��O
DIRECTION
N
L1
0
CD
l
0,
0
O
~
v
(N47'13'38"W)
y
L3
N43'31'19"E
F
co
Z
o
co
� m
m
o m
L5
z7
N
LINE TABLE
A
DIRECTION
w
DIRECTION
0
L1
0
23.68'
0
(23.67')
0
N46'28'14"W
Z:
(N47'13'38"W)
v
L3
N43'31'19"E
0.30'
w m
Z
o
a
� m
m
o m
L5
z7
190.00'
�to
N/A
0
L7 0
C,
o
r -
z
0
W
i�
oo
0
0
z
DETAIL "A"
NOT -TO -SCALE
LINE TABLE
LINE #
DIRECTION
LENGTH
DIRECTION
LENGTH
L1
N00'51'12"E
23.68'
(N00'06'19"E)
(23.67')
L2
N46'28'14"W
16.05'
(N47'13'38"W)
(16.04')
L3
N43'31'19"E
0.30'
(N42'45'45"E)
(0.31')
L4
N43'31'19"E
17.41'
(N42'45'45"E)
(17.40')
L5
N89'08'48"W
190.00'
N/A
N/A
CURVE TABLE
CURVE #
RADIUS
DELTA
LENGTH
RADIUS
DELTA
LENGTH
C1
1037.01'
22'54'59"
414.77'
((1037.00'))
((22'55'06"))
((414.80'))
C2
1037.01'
15'01'40"
271.99'
((1037.00'))
((15'02'14"))
((272.16'))
C3
1037.01'
1 7'52'43"
142.60'
1 ((1037.00'))
1 ((7'52'52"])
((142.64'))
IN THE CITY OF JURUPA VALLEY, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 2 OF 3 SHEET
RECORD OF SURVEY
BEING A PORTION OF LOT 95 OF RESUBDIVISION OF GLEN AVON HEIGHTS, AS PER MAP FILED
IN BOOK 10, PAGE 100, OF MAPS, RECORDS OF RIVERSIDE COUNTY
LYING WITHIN SECTION 10, TOWNSHIP 2 SOUTH, RANGE 6 WEST, S.B.M.
ALBERT A. WEBB ASSOCIATES - CIVIL ENGINEERS AUGUST 2021
MAGNAIL� & WASHER, ILLEGIBLE, FLUSH
PER S
G
�, `\ 628.64' C6 UNIO
28.4$ NgVF 1�
20. \
567,07'(566 1288 6j'
9j) 1567.11,1
FD. 1" IP W/ N&T, LS 4343, FLUSH
PER RS 149/70 ` 660.02'
219.96' ( 2 ,- C6607
Q ro 20.00) \ 660.04'
(66p
FD. 1" IP W/ N&T, LS 4343, FLUSH
PER RS 149/70 220.14' (220.12) o
v� RS 48/32 ^ FD. 1" IP W/ N&T, LS 4343, DN. 0.50'
�. J GLEN AVON HEIGHTS RESUBDIVISION OF PER RS 149/70; N43'28'46"E 219-95'
(220 p�,
-�
� � '
J i
o � 0.09' FROM PROP. COR., 9.00
MB 10/100 4 HELD FOR LINE
LOT 94 FD. 1" IP W/ N&T, LS 4343, DN. 0.50'
L PER RS 149/70
)
11 N O
Q N89'08'48"W 50.00' \ 4i
FD. 1" IP, LS 5346, DN. 0.10'
IN LIEU OF 1" IP, LS 3018, PER PM 124/34-38; 25' R/W PER MB 10/100 co
ACCEPTED AS R/W ANGLE POINT ^
x�
('4
50' R/W PER PM 71/46-49 20
&cly
' w
0 <o 1
� co rn
o°s J cd
�oCID
200 2 �� RESUBDIVISION OF CIO q,
shoo \d'J GLEN AVON HEIGHTS C14 `z
' NW'LY LINE OF LOT 95, MB 10/100 MB 10/100
PER RS 149/70 LOT 95
1pos
FD. 1" IP W/ N&T, LS 4343, DN. 0.20'
s PER RS 149/70 dam'
2 N
Q oo. FD. SPIKE & WASHER, LS 4343, DN. 0.20' z
PER RS 149/70
XOy
L4 L FD. 1" IP W/ N&T, LS 4343, FLUSH
\ \ 204 PER RS 149/70 0'
L3 06' NE•LY LINE OF INST. #1999-3186217 r`
POB, MOST S LY COR. �\ L2 (203,96) /V46'28',,HELD PARALLEL W/ � OF UNION AVE
LOT 94, MB 10/100 (N47'1338„ W 660 45, PER MB 10/100
220 44 W 660 44) z
N46
SEE DETAIL "B" SHEET 3 92 .2833„W 660..45,(R&M) PDER 1RSIP W9/70&T, LS 4343, DN. 1.0'
IP �� sow iN47 12,W 660 219.80
FD. 3/4" IP W/ N&T, RCFC&WCD, DN. 0.20' Sp u' J (22040) BEST. BY INT. PER RS 149/70
PER RS 110/97-102;
/ o 0
HELD FOR FLOOD CONTROL CHANNEL R/W
0 55 --
SEE DETAIL A» HEREON �� °tea ��01 - 3
» EST. BY INT. PER
INST. #1999-318617
N55'09'12"E(R)\�'
----------- cd 3.64 ACRES _
INST. #1999-318617
RCFC & WCD CHANNEL REC. 07/16/1999 N
c� EXCEPTION
PARCEL 1050-35, RS 110/97-102 N
0o c' INST. #2003-204188 z ,
FD. N&T RCFC&WCD, FLUSH IN FENCE POST CONC Rcp. REC. 03/24/2003 �1w
PER RS 110/97-102; S79'52'26"W 0.33' s i
i zo
FROM R/W INT. N
28.80' (R&M)
15
FD. 3/4" IP W/ N&T, RCFC&WCD, DN. 0.20'
PER RS 110/97-102
((86.40')) 86.41' -
EST. BY RECORD DIST. PER RS 149/70 -
FD. 3/4" IP W/ N&T, RCFC&WCD, DN. 0.30'
PER RS 149/70 & RS 110/97-102
1 %356.50' (N60'07'05"W 356.57')
327.70' (327.77')[N60'06'W 326.
SE'LY LINE OF LOT 95, MB 10/100
PER RS 149/70
FD. 1" IP W/ N&T, LS 4343, FLUSH
PER RS 149/70
219.24'
N59'21'32"W 414.11'
o _((N59'22'43"W 413.67'))` FD. 3/4" IP W/ N&T, RCFC&WCD, DN. 0.10'
PER RS 110/97-102
UNION PACIFIC R.R. R/W
VAN BUREN BLVD
RIV. CO. 22-007
DETAIL
ao as - 04 a1 411 ��
N THE CITY OF JURUPA VALLEY, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 3 OF 3 SHEET
RECORD OF SURVEY
BEING A PORTION OF LOT 95 OF RESUBDIVISION OF GLEN AVON HEIGHTS, AS PER MAP FILED
IN BOOK 10, PAGE 100, OF MAPS, RECORDS OF RIVERSIDE COUNTY
LYING WITHIN SECTION 10, TOWNSHIP 2 SOUTH, RANGE 6 WEST, S.B.M.
ALBERT A. WEBB ASSOCIATES - CIVIL ENGINEERS AUGUST 2021
---------------------------------------
I
I } RS 48/32
»113199—\ I I RESUBDIVISION OF
o GLEN AVON HEIGHTS
N
MB 10/100 h`?1 FD. 1" IP W/ N&T, LS 4343, DN. 0.20'1
I z LOT 94 ��o�hp PER RS 149/70 I VY
WEBB
I00
NW'LY LINE OF LOT 95, MB 10/100 ( S
00 �`O PER RS 149/70
I co I
I � I
I � I
POB, MOST S'LY COR.
L3 I
LOT 94, MB 10/100
} I ( I RESUBDIVISION OF
I I GLEN AVON HEIGHTS
I I MB 10/100
A
I I LOT 95
CD I I
I I
C) I <? 0-1 I
I I
LINE TABLE
LINE #
DIRECTION
LENGTH
DIRECTION
LENGTH
Ll
N00'51'12"E
23.68'
(NOO°06'19"E)
(23.67')
L2
N46.28'14"W
16.05'
(N47.13'38"W)
(16.04')
L3
N43°31'19"E
0.30'
(N42.45'45"E)
(0.31')
L4
N43.31'19"E
17.41'
(N42'45'45"E)
(17.40')
L5
I N89'08'48"W
1 190.00'
N/A
N/A
z
DETAIL "B"
SCALE: 1 " = 5'
FD. SPIKE &WASHER, LS 4343, DN. 0.20'
PER RS 149/70
60Q�
list RR' 66O �p`o ppcoh
f'p-
Jf
INST. #1999-318617
REC. 07/16/1999
3.64 AM
FD. SPIKE & WASHER, LS 4343, DN. 0.20'
o
PER RS 149/70CD I
Omni
CD
i
h�
1 I
h°c
�CD
LK
W o-----
-N-------------
�
-----------------�
o
zCD
oq
�n
RS 149/70
/
y
o
41
90) 41
Z
C'4
(��1
CD
60
z
DETAIL "B"
SCALE: 1 " = 5'
FD. SPIKE &WASHER, LS 4343, DN. 0.20'
PER RS 149/70
60Q�
list RR' 66O �p`o ppcoh
f'p-
Jf
INST. #1999-318617
REC. 07/16/1999
3.64 AM
FD. SPIKE & WASHER, LS 4343, DN. 0.20'
PER RS 149/70
-SW'LY LINE OF RS 149/70
NE'LY LINE OF INST. #1999-3186217
HELD PARALLEL W/ CL OF UNION AVE
PER MB 10/100
lb
1�
ZEST.
BY INT. PER RS 149/70
EST. BY INT. PER INST. #1999-318617-" " -
SE'LY LINE OF LOT 95, MB 10/100
PER RS 149/70
0.24' GAP
RIV. CO. 22-007
Omni
FD. SPIKE & WASHER, LS 4343, DN. 0.20'
PER RS 149/70
-SW'LY LINE OF RS 149/70
NE'LY LINE OF INST. #1999-3186217
HELD PARALLEL W/ CL OF UNION AVE
PER MB 10/100
lb
1�
ZEST.
BY INT. PER RS 149/70
EST. BY INT. PER INST. #1999-318617-" " -
SE'LY LINE OF LOT 95, MB 10/100
PER RS 149/70
0.24' GAP
RIV. CO. 22-007