rs161_016-018STATEMENT OF PURPOSE
THE PURPOSE OF THIS SURVEY IS TO MONUMENT PROPERTY LINE
OF BMF IV CA JURUPA VALLEY CROSSROADS LLC, A DELAWARE LIMITED
LIABILITY COMPANY PER GRANT DEED RECORDED JUNE 08, 2020 AS
INSTRUMENT NO. 2020-0243129, O.R.
IN THE CITY OF JURUPA VALLEY, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
PARCEL 1 AS DESCRIBED IN CERTIFICATE OF PARCEL MERGER NO. 19006, RECORDED MAY 12, 2020 AS INSTRUMENT NO. 2020-0201395, AS
CONVEYED BY THAT CERTAIN GRANT DEED RECORDED MAY 12, 2020 AS INSTRUMENT NO. 2020-0201396, TOGETHER WITH THAT PORTION OF THE
SOUTH HALF OF SECTION 30, TOWNSHIP 2 SOUTH, RANGE 6 WEST, IN THE JURUPA RANCHO, IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
ALBERT A. WEBB ASSOCIATES - CIVIL ENGINEERS OCTOBER, 2022
CONTROL NETWORK DIAGRAM
EWPP (PID #DH7046
BASIS OF BEARINGS N=2347786.784
"THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE E=6175507.211
SYSTEM, CCS83, ZONE 6, BASED LOCALLY ON CONTROL STATIONS "MLFP", "EWPP", AND '� \ N
"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 0.0.9999907156. E
CALCULATIONS ARE MADE AT POINT #1 WITH COORDINATES OF N: 2298487.695, E:
6168297.371, USING AN ELEVATION OF 624.604 FEET. fl
THE CONVERGENCE ANGLE AT POINT #1 IS -00'42'46.52". \s 119 S
SURVEYOR'S NOTES
1.
- l -
INDICATES
FOUND MONUMENTS AS NOTED.
2.
INDICATES
SET 1" IP W/ NAIL & TAG, LS 7673, FLUSH.
3.
A
INDICATES
SET RAMSET & TAG, LS 7673, ON WALL
4.
♦
INDICATES
NGS CORS STATIONS & BASE POINT #1.
5.
ALL
DIMENSIONS
ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF.
6.
ALL
BEARINGS READ
IN A NORTHERLY DIRECTION, UNLESS OTHERWISE NOT
7.
ALL
DISTANCES
ARE GROUND AND GRID DISTANCES CAN BE OBTAINED BY
MULTIPLYING GROUND
DISTANCES BY A COMBINED FACTOR OF 0.99999071
8.
TOTAL AREA OF
THE SUBJECT PROPERTY IS 17.43 ACRES, MORE OR LESS
9.
()
INDICATES
RECORD OR CALCULATED DATA PER MB 449/90-115,
UNLESS OTHERWISE
NOTED.
10. < > INDICATES RECORD OR CALCULATED DATA PER MB 352/40-54.
e
\sem,
I
\
\
D.
I
56.
N51'56'36"E 464.76' (GRID) o ��
N51'56'36"E 464.76' GROUND) -\
Q. I
m Q
D. 1" IP W/ N&T, LS 4131, FLUSH
BASE POINT #1 PER MB 352/40-54
SET 2X2 W/ MAGNAIL, FLUSH N=2298774.190
11. [ ] INDICATES RECORD OR CALCULATED DATA PER MB 421/93-101. N=2298487.695 E=6168663.321
E=6168297.371 In
12. € INDICATES RECORD OR CALCULATED DATA PER MB 343/1-4. _
13. (( )) INDICATES RECORD OR CALCULATED DATA PER CALTRANS MONUMENTATION W N00'35' $ E 1725.79' (GRID)
MAPS 453701-7, 453701-8 & 453701-9 (RIV. CO. 205/125-127). ' NOO'35'18"E 1725.81' (GROUND)
I
N�4.40
14. << >> INDICATES RECORD OR CALCULATED DATA PER PM 225/7-18. N1336'07'W71480785' (GROUNID) IVORY ST. `'4"w �93p.�5'
I '�.� (GRID)
15. INDICATES RECORD OR CALCULATED DATA PER GRANT DEED
RECORDED 02/10/2009 AS INST. #2009-0062079 O.R. & RECORDEDSTREET —
03/27/2019 AS INST. #2019-0101582 O.R.
16.€ }} INDICATES RECORD OR CALCULATED DATA PER CONDEMNATION ORDER N D. 1" IP W/ N&T, LS 7083, FLUSH
RECORDED 02/02/1988 AS INST. #1988-028620 O.R. PER MB 449/90-115
' N=2297048.487
17 (R1) INDICATES RECORD OR CALCULATED DATA PER GRANT DEED , E=6168645.602
RECORDED 06/08/2020 AS INST. #2020-0243129 O.R.
N
POINT 1
_ d 1 IV 3 vLe
SHEET 1 OF 3 SHEETS
RECORDER'S STATEMENT
FILED THIS ASt__ DAY OF _ a�AG2023,
AT _10-4--- P.M. IN BOOK lttl__ OF RECORDS OF SURVEY,
AT PAGE I -f i'3, AT THE REQUEST OF THE COUNTY SURVEYOR.
N0. ----------------------
FEE 13
---------------------------------------
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 BRIDGE INVESTMENT GROUP IN SEPTEMBER 2022.
AEJOHNSON MICHA
EXP. DATE 12/21/2024
SAND SG
E. J0 'pG
U
ti A
NO. 7673
OF CA0O�
COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766,
OF THE PROFESSIONAL LAND SURVEYORS' ACT THIS _ 4- t DAY OF
DAVID L. McMILLAN, COUNTY SURVEYOR
PLS 8488
EXP. DATE 12/31/2024
\
\
\
\
\
ZNf \
18. (R2) INDICATES RECORD OR CALCULATED DATA PER CERTIFICATE OF PARCEL 1
MERGER NO. 19006, INST. #2020-0201395, RECORDED 05/12/2020 &
GRANT DEED RECORDED 05/12/2020 AS INST. #2020-0201396 O.R.
19. (R3) INDICATES RECORD OR CALCULATED DATA PER OFFER OF DEDICATION �� \
RECORDED 10/08/2020 AS INST. #2020-0482078 O.R.
20. SYMBOLS SHOWN ON THE SURVEY ARE NOT DRAFTED TO SCALE. \'
OCO (PID #DK6393) � LFP (PID #DH7093)
21. iii / INDICATED RESTRICTED ACCESS. / N=2280817.084
' - N=2279468.202
E-6161339.178
E=6237668.054
�� N88'59'15"W 76340.79' (GRID) 1 " = 1000'
1000 0 1000 2000 3000 RIV. CO. 22-196
\0 0, L L A ND
McMl1` SG�G
CL A
NO. 8488
FD. 1" IP W/ N&T, LS 4131, DN. 0.10'
PER MB 352/40-54
R �g0 00, 2353 j0
a,3 , L`s8
131'48„ ass.
42 4,�3 S3 js„
�R,140 Q L''583 69 �
4_313151»
L`770.44
Ji
1639.27
TIE LINE ONLY
PCL. 1
IN THE CITY OF JURUPA VALLEY, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
PARCEL 1 AS DESCRIBED IN CERTIFICATE OF PARCEL MERGER NO. 19006, RECORDED MAY 12, 2020 AS INSTRUMENT NO. 2020-0201395, AS
CONVEYED BY THAT CERTAIN GRANT DEED RECORDED MAY 12, 2020 AS INSTRUMENT NO. 2020-0201396, TOGETHER 'WITH THAT PORTION OF THE
SOUTH HALF OF SECTION 30, TOWNSHIP 2 SOUTH, RANGE 6 WEST, IN THE JURUPA RANCHO, IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
ALBERT A. WEBB ASSOCIATES - CIVIL ENGINEERS OCTOBER, 2022
C/L WINEVILLE AVE PER MB 352/40-54
FD. REMNANT OF 1" IP, OPEN, DN. 0.20" -
ON THE WILY TRACT BOUNDARY LINE OF MB 421/93-101;
RE -SET 1" IP W/ NAIL & TAG, LS 7673, FLUSH
MB 352/40-54
F--
(/� FD. 1 " IP, OPEN, DN. 0.10'
NO REFERENCE, ACCEPTED AS POINT ON C/L
Z PER MB 421/93-101 & MB 352/40-54;
NOO'35'18"E 0.39' OF 1/4 SECTION LINE & C/L INT.
"DESTROYED DURING CONSTRUCTION"
(01
SET 1" IP W/ NAIL & TAG, LS 7673, FLUSH
38' 38' AT CORRECT LOCATION
FD, 1" IF W/ N&T, LS 4131, FLUSH
1 1 "f / ...
PER MB 352/40-54
<A=07'38'36" L=186.76'>
4=7'38'37" L=186.77'
,/ 406.27' <N00'08'S9"W 406.35'>
FD. I" IP W/ N&T, LS 4131, DN. 0.10'
PER MB 352/40-54
^W '
FD. 1 " IP W/ N&T, LS 8145, UP 0.10'
NO REFERENCE, N87'15'43"W 0.24'
OF PROP. COR.; HELD AS POINT ON
S'LY LINE OF PCL. 17 PER PM 225/7-18
-FD. 2" IP W/ N&T, LS 7848, FLUSH
PER PM 225/7-18
PCL. 16
N00'35'45"E 394.83'<<N00'35'20"E 394.76'»
A �_ FD. 2" IP W/ N&T, LS 7848, FLUSH
PER PM 225/7-18
N
0)
00
Z
v
v
N
N
co
M
U-)
t
N FD. 2" IP W/ N&T, LS 7848, FLUSH
PER PM 225/7-18
b)
00
z
PCL. 17
0
LO
/ j I406.99'
/ �=2'09'00" L=54.41'
A FD. 2" IP W/ N&T, LS 7848, FLUSH
T- U-)INLIEU OF 1" IP, LS 4131, PER MB 421/93-101;
L; ;n; "DESTROYED DURING CONSTRUCTION"
N N RE -SET RAMSET & TAG, LS 7673, ON WALL
cc
N N PM 225/7-18
coco
PCL. 18
z co
v EST. BY PRORATION
PER PM 225/7-18
-a-42.98'<<142,93'>>, . 461.12' «460.97'»
998.93' «000'35'201 998.66'»
N00'03'46"W 604.20' <<N00'03'53"W 604.14'»
WEST LINE OF THE EAST 120 ACRES OF N1/2 SEC. 30
AS SHOWN ON PM 225/7-18
N01'56'54"W 94.80'
«001'57'01 "W 94.79'»
N06'23'05'E 301.53'
<<NO6'22'58"E 301.50'»
NOTES:
1O 14' WIDE EASEMENT TO STATE OF CALIFORNIA FOR PUBLIC UTILITIES, INGRESS
& EGRESS PURPOSES PER INST. #1986-040213 O.R., REC. 02/21/1986.
O S'LY LINE OF INST. #2020-243129 O.R., REC. 06/08/2020
& 60' WILY R/W LINE OF 68TH ST.
3O R/W PER INST. #2020-0482078 O.R., REC. 10/08/2020.
1" = 120'
120 0 120 240 360
29 E1/4 CORNER OF SECTION 30
30 56.37' WINEVILLE AVE
_�:E'LY R/W LINE OF WINEVILLE AVE
& E. LINE SEC. 30
O n
d'
Zn
ca
Lu �I
olCD
O r,O
MN I C4c
00
z
FD. N&T, LS 7083, FLUSH ON TC
NO REFERENCE, ACCEPTED AS POINT ON TRACT
BOUNDARY LINE OF MB 421/93-101
u� I -NORTH LINE OF S1/2 OF SEC. 30
r
MB 421/93-101
FD. 1" IP W/ N&T, LS 7083, DN. 0.20'
IN LIEU OF 1" IP, LS 4131, PER MB 421/93-101;
ACCEPTED AS C/L INT.
I SEE DETAIL "A" ON SHEET 3
c I
z
-- 50.00' 00'35'18"E 1725.81'
744.95' [N00'08'59"W 744.87']
I I
NO'35'18"E 1319.14' (R&M R1) [[N00'08'59"W 1319.39']]
A
co
z
cov
N v
j�: -�i-
N
if] N
�n
CD -o
it �
ao m
z, ao
v
° Lu
n O LnN
CN u
d '4
0) - Ln
c . M
O z UO C.0
u a s�
O] CO
pa N O
z r-
rJ
00
z
co r�
O
m cfl
co
zl
z
A
A
[o
Lo
O
00
M
v
V
o
ro
r7
653.40'
1123oLe �\
p r iy ir�a��
VIA
SHEET 2 OF 3 SHEETS
W
0
M
U
W
N
V) w
W
z
J
co
`0 1
N
POC OF PCL. A
40' 40' INST. #2020-0243129
I & POC OF PCL. 1, #2020-201395 & 2020-2013936 VAR.
FD. 1" IP W/ N&T, LS 7083, FLUSH
PER MB 449/90-115
I
574.59' [N00'08'59"W 574.52'1 (30.00' R1
Js PATS RANCH RD 42.92'-f
PARCEL 1, CERTICATE OF PARCEL MERGER NO. 19006-
INST. #2020-0201395 O.R., REC. 05/12/2020
& GRANT DEED #2020-0201396 O.R., REC. 05/12/2020
WEST LINE OF THE EAST 60 ACRES OF N1/2, SE1/4, SEC. 30
EST. BY INT. PER PM 225/7-18 & EAST LINE OF PARCEL 1 PER GRANT DEED #2019-0101582
REC. 03/27/2019
1275-15'
1319.15' [[N00'22'09"W 1319.42']]
NO'35'45"E 2318.08'
AREA: 17.43 ACRES
GRANT DEED #2020-0243129
REC. 06,/08/2020
PORTION OF PARCEL 1 PER
RANT DEED #2019-0101582,
RECORDED 03/27/2019
475.82' .................,,
N62'37'52"E 19.20' (R&M
O
TPOB OF PCL. A N
INST. #2020-0243129 �,
POC OF PCL. 1, #2020-201395 & 2020-2013936
SE COR. PARCEL A OF LLA NO. 19005, N
INST. #2020-02403897, REC. 06/05/2020
_ _ - 000'04'04"W 14.00' (R&M R1)� ) I „ „
-. I 1 SEE DETAIL B
FD. 1" IP, OPEN, FLUSH, NO REFERENCE I I ON SHEET 3
ACCEPTED AS A POINT ON THE WEST LINE OF 97.30' L
THE EAST 60 ACRES OF N1/2, SE1/4, SECTION 30; [[98.42'}} Ln co
S00'35'45"W 0.10' OF R/W c'
EST. BY INT. PER CALTRANS MONUMENTATION
MAPS 453701-7 (RIV. CO. 205/125) (79.50' R3) I N
N01'57'51"W 1216.70' (R&M R1) jj((NO1'57'37"W 1216.70'))0
E'LY LINE OF PARCEL 7491-1
NE COR. PARCEL 7491-1 OF CONDEMNATION ORDER CONDEMNATION ORDER
PER INST. #1988-028620 O.R. CALTRANS MON. MAP 453701-7 PER INST. #1988-28620 O.R.
EST. BY RECORD DISTANCE INST. #1988-028620 O.R. RIV. CO. MAP 205-125 REC. 2/02/1988
FD. 1" IP W/ PP, LS 7083, UP 0.50'
IN LIEU OF 1" IP, LS 5529, FLUSH
PER MB 343/1-4; ACCEPTED AS POINT
ON CALTRANS R/W & CENTER -SECTION 30
FREEWAY 1-15
SEE SHEET 3
N00'39'20"E 1238.18' [NO0'04'3041238.37']
MB 343/1-4
APPROXIMATE FREEWAY
{50.00' R1)
N
-
0
--
i
^
o
CD
1)
44'
� �
Lnwr
M
"c), �w
-
N r
I LJ
_
O
I� I
N
d
Ln
I
cz
N {
Z
34'�
I F-
cO10
co
30'00
00
I
Ln
1--
- 59'
I
_ _ - 000'04'04"W 14.00' (R&M R1)� ) I „ „
-. I 1 SEE DETAIL B
FD. 1" IP, OPEN, FLUSH, NO REFERENCE I I ON SHEET 3
ACCEPTED AS A POINT ON THE WEST LINE OF 97.30' L
THE EAST 60 ACRES OF N1/2, SE1/4, SECTION 30; [[98.42'}} Ln co
S00'35'45"W 0.10' OF R/W c'
EST. BY INT. PER CALTRANS MONUMENTATION
MAPS 453701-7 (RIV. CO. 205/125) (79.50' R3) I N
N01'57'51"W 1216.70' (R&M R1) jj((NO1'57'37"W 1216.70'))0
E'LY LINE OF PARCEL 7491-1
NE COR. PARCEL 7491-1 OF CONDEMNATION ORDER CONDEMNATION ORDER
PER INST. #1988-028620 O.R. CALTRANS MON. MAP 453701-7 PER INST. #1988-28620 O.R.
EST. BY RECORD DISTANCE INST. #1988-028620 O.R. RIV. CO. MAP 205-125 REC. 2/02/1988
FD. 1" IP W/ PP, LS 7083, UP 0.50'
IN LIEU OF 1" IP, LS 5529, FLUSH
PER MB 343/1-4; ACCEPTED AS POINT
ON CALTRANS R/W & CENTER -SECTION 30
FREEWAY 1-15
SEE SHEET 3
N00'39'20"E 1238.18' [NO0'04'3041238.37']
MB 343/1-4
APPROXIMATE FREEWAY
N
^
00
u r�
� �
M
"c), �w
N r
o Lo
O
Q Z
50.99'
KLn
cO10
co
Ln
O 0)
N
N
EST. BY PRORATION
PER MB 421/93-101z
z
1
EST. BY RECORD DISTANCEko
0
PER MB 343/1-4
u
i0
00
N00'39'20"E 80.98'
€N00'04'30"W 80.98'1
IN THE CITY OF JURUPA VALLEY, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
PARCEL 1 AS DESCRIBED IN CERTIFICATE OF PARCEL MERGER NO. 19006, RECORDED MAY 12, 2020 AS INSTRUMENT NO. 2020-0201395, AS
CONVEYED BY THAT CERTAIN GRANT DEED RECORDED MAY 12, 2020 AS INSTRUMENT NO. 2020-0201396, TOGETHER WITH THAT PORTION OF THE
SOUTH HALF OF SECTION 30, TOWNSHIP 2 SOUTH, RANGE 6 WEST, IN THE JURUPA RANCHO, IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
ALBERT A. WEBB ASSOCIATES - CIVIL ENGINEERS OCTOBER, 2022
PARCEL 1, CERTICATE OF PARCEL MERGER NO. 19006
----------------------------------------- INST. 2020-0201395 O.R., REC. 05/12/2020
I
& INST # 2020-0201396 0 R REC 05/ 12/2020 I I
I li I
I I I
I FD. 1" IP, OPEN, DN. 0.10'
I NO REFERENCE, ACCEPTED AS POINT ON C/L
PER MB 421/93-101 & 352/40-54; I 0
N00'35'18"E 0.39' OF 1/4 SECTION LINE & C/L INT.
"DESTROYED DURING CONSTRUCTION" M
SET 1" IP W/ NAIL & TAG, LS 7673, FLUSH I NORTH LINE OF S1/2 OF SEC. 30
AT CORRECT LOCATION /
I I
NO'35'18"E 1725.81' - I
406.27' <N00'08'59"W 406.35'> 4- 744.95' [N00'08'59"W 744.87'1 - -
i
I I
N00.35'18"E 0.39' I PATS RANCH RD I
I I I
I o I I
I co I w I
I � I
In
rn
I� Z I
I w�
LoLq
I I
co
I u
I
co
rT
Z DETAIL "A"
I I NOT—TO—SCALE
I I I
L------------------------------------------------�
------------------------------------------------------------
2
------------------------------------------------------i2 I
I } I
I } I I
I FD. 1" IP, OPEN, FLUSH, NO REFERENCE I I
I ACCEPTED AS A POINT ON THE WEST LINE OF I
I THE EAST 60 ACRES OF N1/2, SE1/4, SECTION 30; 1 Ln
I
S00'35'45"W 0.10' OF R/W
¢co I
PARCEL 1, CERTICATE OF PARCEL MERGER N0. 19006 m u
INST. #2020-0201395 O.R., REC. 05/12/2020 � � I
& INST. #2020-0201396 O.R., REC. 05/12/2020 14' 30'
Pll
1275.15'
In
M
1319.15' [[N00°22'09"W 1319.42']] f Ln�
NO'35'45"E 2318.08' z
WEST LINE OF THE EAST 60 ACRES OF N1/2, SE1/4, SEC. 30 z
& EAST LINE OF PARCEL 1 PER INST. #2019-0101582 00
Ln'7 NOO'04'04"W 14.00' o !L' I
REC. 03/27/2019 N N (R&M R1 o
I
co co
PARCEL A 1— m a,
�� Lij 0 I
INST. #2020-0243129 � W `r' v
N
REC. 06/08/2020 m rn � o
W _ .�
Z c I
I 1 cc
� ! I
� � I
20' 44' z
DETAIL "B"
SCALE: 1 "=20'
I I
I I
----------------------------------------------------------
Ln
N
I
C7
N
r7
00
m
A
0000
Z
v
N
0
0000
z
n
w
0
N
00
b0
l
mr�
N
oo
6
o oo
0
a0
Z w
Z �
ca
z,
in
Ln
c6
n
CD
II
M
oi
WEST LINE OF THE EAST 60 ACRES OF N1/2, SE1/4, SEC. 30
EST. BY INT. PER PM 225/7-18 & EAST LINE OF PARCEL 1 PER GRANT DEED #2019-0101582
x,07.3 - D 1123 ow �
bv . \�\(\(A /\,10
W SHEET 3 OF 3 SHEETS
V)
REC. 03/27/20191
1275.15'
- — — — — — — — — — — — — — — — —
N00'04'04"W 14.00' (R&M R1)
1319.15' [[N00'22'09"W 1319.42']]
----------------
-
NO'35'45"E 2318.08'
AREA: 17.43 ACRES
FD. 1" IP, OPEN, FLUSH, NO REFERENCE
97.30'
--
ACCEPTED AS A POINT ON THE WEST LINE OF
20'�
GRANT DEED #2020-0243129
THE EAST 60 ACRES OF N1/2, SE1/4, SECTION 30;
[€98.42'}}
REC. 06/08/2020
S00'35'45"W 0.10' OF R/W
EST. BY INT. PER CALTRANS MONUMENTATION
��
44'
SEE DETAIL "B"
MAPS 453701-7 (RIV. CO. 205/125)
(79.50' R3)
I /
HEREON
CD
Go
v PORTION OF PARCEL 1 PER
v
i
GRANT DEED #2019-0101582,
� `O
RECORDED 03/27/2019
00
N
cz)
k
50.99'
co,
o�?
^� tib..
�
N
W
WN
I..L
^
U)
N01'57'51"W 1216.70' (R&M R1) j[((N01'57'37"W 1216.70'))(}
J
�
00
u
=
E'LY LINE OF PARCEL 7491-1
a'
o
p~p
'--NE COR. PARCEL 7491-1 OF CONDEMNATION ORDER
CALTRANS MON. MAP 453701-7
CONDEMNATION ORDER
PER INST. #1988-28620 O.R.
00
r-
ILO
INST. #1988-028620 O.R.
EST. BY RECORD DISTANCE INST. #1988-028620 O.R. RIV. CO. MAP 205-125
REC. 2f02/1988
Wrn
o
FD. 1" IP W/ PP, LS 7083, UP 0.50'
IN LIEU OF 1" IP, LS 5529, FLUSH
PER MB 343/1-4; ACCEPTED AS POINT
ON CALTRANS R/W & CENTER -SECTION 30
FD. 1" IP W/ N&T, LS 7083, FLUSH
IN LIEU OF 1" IP, LS 5529, FLUSH
PER MB 343/1-4; ACCEPTED AS C/L INT.
WELLS SPRING ST.
(SCHLEISMAN AVE)
SEE SHEET 2
FREEWAY 1-15
NOO'39'20"E 1238.18' JN00'04'30"W 1238.37'l'
NOTES:
1O 14' WIDE EASEMENT TO STATE OF CALIFORNIA FOR PUBLIC UTILITIES, INGRESS
& EGRESS PURPOSES PER INST. #1986-040213 O.R., REC. 02/21/1986.
O S'LY LINE OF INST. #2020-243129 O.R., REC. 06/08/2020
& 60' N'LY R/W LINE OF 68TH ST.
0 R/W PER INST. #2020-0482078 O.R., REC. 10/08/2020.
EST. BY PRORATION
APPROXIMATE FREEWAY PER MB 421/93-10100
mco
00
N r7
EST. BY RECORD DISTANCE m
PER MB 343/1-4
00
z �
NOO'39'20"E 80.98' N
IN00'04'30"W 80.98'}-_`-�
�^cxD
0 Z
MB 343/1-4
TARAH ST.
59'
0
0
M
In
rl-)
0
J tCJ
r
N
N
m
1 " = 120'
120 0 120 240 360