rs164_075-076STATEMENT OF PURPOSE
THE PURPOSE OF THIS SURVEY IS TO MONUMENT THE WESTERN RIVERSIDE
COUNTY REGIONAL CONSERVATION AUTHORITY PROPERTY PER GRANT DEED
DOCUMENT NO. 2023-0345926 O.R. RECORDED 1 1 /17/2023.
BASIS OF BEARINGS
"THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE
COORDINATE SYSTEM, CCS83, ZONE 6, BASED LOCALLY ON CONTROL STATIONS
"MLFP" AND "PPBF" NAD 83(NSRS2007) EPOCH 2O10.00 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 DIVIDING THE
GROUND DISTANCE BY A COMBINATION FACTOR OF 1.00008772788632.
CALCULATIONS ARE MADE AT POINT NUMBER 35 WITH COORDINATES OF: N:
2214131.175, E: 6259309.593, USING AN ELEVATION OF 1507.464' (NAVD88).
THE CONVERGENCE ANGLE AT POINT NO. 35 IS-0`32'47.50"
MLFP (PID# AJ1887)-
N=2279468.202 \
E=6237668.054
POINT 35
SURVEYOR'S NOTES
1. -*- INDICATES FOUND MONUMENTS AS NOTED.
IN THE CITY OF PERRIS, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
BEING A PORTION OF THE NORTHEAST QUARTER OF SECTION 5, TOWNSHIP 5 SOUTH, RANGE 3 WEST, SAN BERNARDINO MERIDAN.
ALBERT A. WEBB ASSOCIATES - CIVIL ENGINEERS
2.
INDICATES NGS CORS STATIONS.
\
3.
INDICATES SET 1" IRON PIPE W/ LS 7673 TAG.
4. ALL
DIMENSIONS ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF.
\
5. ALL
BEARINGS READ IN A NORTHERLY DIRECTION, UNLESS OTHERWISE NOTED.
\
6. ALL
DISTANCES ARE GROUND GRID DISTANCES CAN BE OBTAINED BY
DIVIDING THE GROUND DISTANCES BY A COMBINED FACTOR OF 1.00008772788632.
8. (R1) INDICATES RECORD OR CALCULATED DATA PER MB 226/88-100,
UNLESS OTHERWISE NOTED.
9. (R2) INDICATES RECORD OR CALCULATED DATA PER RS 25/4-8.
10. (R3) INDICATES RECORD OR CALCULATED DATA PER RS 69/7.
11. (R4) INDICATES RECORD OR CALCULATED DATA PER RS 67/22.
12. SYMBOLS SHOWN ON THE SURVEY ARE NOT DRAFTED TO SCALE.
ii!
i!i ! 1000 2000 301
CONTROL NETWORK DIAGRAM
N201
53`
A 5
_! 9.50�(CRID)
v
DECEMBER, 2023
W
N
S
w I,I
Q I
a 32 32
J
w UN89*39',34"W 2652.41' (GRID)
N89`39'34"W 2652.64' (GROUND)
ELLIS AVENUE
aoay-Oa9753g
2
SHEET 1 OF 2 SHEETS
RECORDER'S STATEMENT
FILED THIS _a__ DAY OF � Q.0202�
AT _ '��P.M. IN BOOK_ OF RECORDS OF SURVEY,
AT PAGE -�4 AT THE REQUEST OF THE COUNTY SURVEYOR.
N0.s-���-----------------------
FEEb i
PETER ALDANA, ASSESSOR - COUNTY CLERK -RECORDER
BY:_��� _ DEPUTY
SURVEYOR'S STATEMENT
E 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 IDIL PERRIS NORTH 3, L.P. IN DECEMBER, 2023.
MICHAEL JOHNSON PLS 7673
EXP. DATE 12/31 /2024
_PPBF (PID#AJ1911)
N=2248987.062
E=6278618.647
33 GEAR SPIKE & WASHER, LS7673, FLUSH
N=2225914.898 /
E=6270354.668
EAR S IKE & WASHER, LSD 7673, FLUSH
=2225930.662
E_ Z6Z 702.305
h�
/ z \v
#35
ET 5/8" REBAR
N=2214131.175
E=6259309.593
5 �4/
��O EANp S�
E. JOy� 'PL
U O .4
ti 0
J ;,
OF CAI 5,,O ,'
COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION fh
8766, OF THE PROFESSIONAL LAND SURVEYORS' ACT THIS _ aG
DAY OF _ 5
------ �1------------------
DAVID L. McMILLAN, COUNTY SURVEYOR
PLS 8488
EXP. DATE 12/31 /2024
ONPL LANQ
o L. Mc,y��` SG�G
0
0: 0
a ;;o
NO. 8488
RIV. CO. 24-0055
o CD
nCTAII "A"
IN THE CITY OF PERRIS, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
BEING A PORTION OF THE NORTHEAST QUARTER OF SECTION 5, TOWNSHIP 5 SOUTH, RANGE 3 WEST, SAN BERNARDINO MERIDAN.
ALBERT A. WEBB ASSOCIATES - CIVIL ENGINEERS DECEMBER, 2023
Z FD. 1" IP, OPEN, FLUSH FD. 1" IP W/ MAGNIAL, OPEN, FLUSH- I -SEE DETAIL "A"
]32
IN LIEU OF RAMSET IN GRANITE STONE, PER RS 98/45-53, ACCEPTED AS
DN. 0.5' ACCEPTED AS S 1/4 COR. SEC. 32 S.E. CORNER SEC. 32. DESTROYED
PER MB 226/88-100. DESTROYED DURING CONSTRUCTION. SET GEAR SPIKE
DURING CONSTRUCTION. SET GEAR SPIKE & & WASHER LS 7673 FLUSH IN CONCRETE
WASHER LS 7673 FLUSH IN CONCRETE C L ELLIS AVENUEN=2225914.898
N=2225930.662 / E=6270354.668
E=6267702.305 N89°39'34"W 2652.64' (N89°47'54"E 2652.60' R1)
1904.07' (N89°50'05"E 1904.61' R2) -
748.58' (748.62' R1) 1331.24' (1331.23' R3 & R4)- _
i 5 1
FD. 3/4" IP W/ PP, ILLEGIBLE, DN. 0.30'
I
PER MB 226/88-100, RS 69/7 & RS 25/4-8; ESTPROPORTION
S01'02'35"W 0.65'(0.71' R1) OF C/L, PER RS 67/22
DESTROYED DURING CONSTRUCTION.
SET GEAR SPIKE & WASHER SET NOTHING
LS 7673 FLUSH IN CONC. ACCEPTED I 1/4 SEC. LINE
AS SEC. 5, N. 1/4 CLOSING CORNER
N
FD. REMNANT OF GRANITE
STONE DN. 0.3'(SEE DESC. EST. BY REC. ANG. & PROP.
ABOVE) DIST. PER RS 25/4-8
2.85' (2.93' R1) C/L ELLIS AVENUE
NB9'39'16"W 758.40' N89°22'56"W 1885.30'
(NB9'50_E 758.49 R2) (N89°53'35"W 1885.52' R2)
5 4 N89'27'37"W 2643.70' 0
o _ (N89°59'59"W 2643.70' R1)
SECTION LINET (N m clf
N � �
N
N
SECTION LINE--/
N.T.S. i 1
SURVEYOR'S NOTES
I
30'
3
,
rn
rn
a-
00 cr
In fL-
\ (D c0
N 00 [if
W N
\ a, i °N° C.O.C. PER
DOC. 2023-034661 O.R.
\ M • cli
N REC. 11/17/2023
o `r
FD. 3/4" IP, OPEN, FLUSH w
IN LIEU OF 1 " IP TAGGED LS 4462 M 00R=648.80'
�\ 0') PER RS 69/7 & MB 226/88-100 A=18*45'19"
1. \\ACCEPTED AS W 1 /16 OF NE 1 /4 0 (M & R5) L=212.38'
�5 � OF SECTION 5. SET TAG LS 7673 1/16 SEC. CD I
LINE S69°52'04"E (R)
w I
- N89'37'57W 2652.61' (N89° 2'56"E 2652.67' R3 & R4)
N t 564.78' (564 47' R3), 1424.68 1425.05' R3
292.82' ` 1390.23 ( (N89°37 57'W)1390.23 R5
0i
r`
0
a Lf_DQ(g7938
SHEET 2 OF 2 SHEETS
N
W
FD. REMNANT OF GRANITE STONE, NO TAG, DN 0.30'
S'
PER RS 25/4-8, RS 67/22 & RS 69/7
-N.E. COR., W. 1 /2,
2.85' N'LY (2.93' R1) FROM SECTION LINE
N.E. 1/4, N.E. 1/4,
PER MB 226/88-100. DESTROYED DURING
SEC. 5
CONSTRUCTION. SET 1" IP TAG LS 7673 1
DN. 0.6' ACCEPTED AS N.E. SEC. 5
I/
(N89°50'05"E 758.49' R2r
- CLOSING CORNER. 3I3
o -
N89°39'16"W 758.40'ls:'_)l
IN89°22'56"W 1885.30' (N89°53'35"W 1885.52' R2) -
5
I _ _
N89*27
4 i J 4
W »2643.70?
(89°59 59''
R 1 )
FD. 1" IP, OPEN, DN. 1.00'
IN LIEU OF 1" IP, LS 4462,
FD. 3/4" IP, W/NAIL, NO TAG, DN. 0.10'
PER RS 67/22 & RS 69/7;
IN LIEU OF FD. 3/4" IP, W/ RIV. CO. TAG, DN. 0.1'
ACCEPTED AS PROPERTY CORNER
PER RS 67/22; ACCEPTED AS S 1/4 SEC. 33
DESTROYED DURING CONSTRUCTION
"
` PER RS 62/61-62 & RS 25/4-8
SET 1 IP TAG LS 7673, FLUSH
iI
SET LS_7673TAG
w
wl
00
O
10
N
�
CV W
W
N
00
o
o n
rn
SEC.
LINE
CD0 0
z
I
z
SET 1" IP LS 7673 DN. 0.2'
N1'22 37 E 208.00
l_---_(N01'22'37"W 208.00' R51
663.15' (663.16' R3) {
Cl I (292.73 R3 \ `'� �j r� \
z ���c�,pS N'LY LINE S 1/2 oN I ,J `-FD. 3,/4" IP W/ PP, ?462, DN. 0.40, (LEANING SLY
FD. 3/4" IP OPEN DN. 0.1' /� NE 1/4, SEC. 5 N I SET 1 IP LS 7673 DN. 0.2 N01'22'37"E 0.15 OF PROPER CORNER;
1. -0 INDICATES FOUND MONUMENTS AS NOTED. IN LIEU F 1-1/4" IP LS 3018 0 Foo N I ACCEPTED AS POINT ON LINE OR ER,
2. ♦ INDICATES NGS CORS STATIONS.
PER MB 266/88-100. ACCEPTED C T�q w DESTROYED DURING CONSTRUCTION
AS POINT ON SW R.O.W. CASE RD. � 'qs NSA II ( RESET 1" IP LS 7673 DN. 0.8' AT INTERSECTION
SET TAG LS 7673 <jF�j �,p� ;74
n
3. INDICATES SET 1" IRON PIPE W/ LS 7673 TAG. FD. 3/4" IP W/ PPI, ILLEGIBLE, DN. 0.20' 'poq 040 �\ qT/ON o I RS 69/7
DISTURBED, LEANING SW'LY; OJ �-'' CO z \ GRANT DEED PARCEL 1 ���'��� / C'?
4. ALL DIMENSIONS ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF. � I Q, � �, �
S61'01'40"E 1.63' NOT ACCEPTED ` '�/S \ PER DOC. #2023-0345926 41• �� ��O r'� N
SET 1" IP LS 7673 DN 0 2' S/o DEC 1 1 17 2023 i'Zi
FD. 1" IP W/ PP, LS 7200, DN. 0.20', NO REF.
IN LIEU OF 1" IP, LS 4462, PER RS 67/22;
ACCEPTED AS PROPERTY COR.
nCTAII "0"
RS 69/7o
��o �o� N
N.T.S. �p•`�o,`ro
00
/p cfl o
Off` \�
3 0)) Zi
0,0
5. ALL BEARINGS READ IN A NORTHERLY DIRECTION, UNLESS OTHERWISE NOTED. , N \ o �Oc Pc, ���p�GO ,��
�I AT INTERSECTION �q I \I JP�\`J�`o ��\ / i! I C/\ SA�Q ���J�`'��pO ca�O� �1 o
6. ALL DISTANCES ARE GROUND, GRID DISTANCES CAN BE OBTAINED BY DIVIDING C/L RAILROAD \ ��S,c, I \ / ��cQ` 'D"'�'`\ �� 00 I Cq �% `'CPC' <� k�o p�' �''
Fl THE GROUND DISTANCES BY A COMBINED FACTOR OF 1.00008772788632. ;n o� EST. BY SPLITTING TRACKS �? / o� �'�' �,• �, �� N SF / A ,Q coy'
N L I N E LY LINE OF I 4j� P� �� ,� Z I ,,F. �`� oo �' h<
8. (R1) INDICATES RECORD OR CALCULATED DATA PER MB 226/88-100, � ,�, BOOK 99, PAGE 329 \ v� °� � �` �•�� '� � '�'
UNLESS OTHERWISE NOTED. C" `. \ Dh �� y :� I 6 � ,p``� 1 �h 1 �
9.
10
11
12
13
14
(R2) INDICATES RECORD OR CALCULATED DATA PER RS 25/4-8. �n `r?I 1 4 SEC. LINE `[ifASS, lco `, Gp �O n I �1� oti 1 SET IP "i- I
,n / MB 226/88-100 Ln \ S ��
N d- 0' C, . z 2 �' SEC. LINE
(R3) NDICATES RECORD OR CALCULATED DATA PER P I \6S 69/7o2 06 ,`- .'
FD. 1- IP W/ N&T, LS 4343, DN. 0.60' I NSS� �6Q P� �� J� o0
(R4) INDICATES RECORD OR CALCULATED DATA PER RS 67/22. IN LIEU OF FD. 3/4" IP, LS 4462, DN. 1.3' G'�PG' Q` ��'
PER MB 226/88100; -
(R5) INDICATES RECORD OR CALCULATED DATA PER GRANT DEED DOC, NO. 2023-0345926 ACCEPTED AS CENTER -SECTION 5 00
n I I
(R6) INDICATES RECORD OR CALCULATED DATA PER GRANT DEED INST. NO. 1959-021828
SYMBOLS SHOWN ON THE SURVEY ARE NOT DRAFTED TO SCALE.
MONUMENT NOTES
0 FD. 3/4" IP W/ PP,
ILLEGIBLE
DN. 0.20' LEANING
SLY
S08°54'15"W 0.47'
FROM R/W INT. NOT
ACCEPTED
AS POINT ON R/W
PER
RS 69/7
EASEMENT NOTES
OAN EASEMENT FOR
PUBLIC
UTILITIES AND
INCIDENTAL
PURPOSES,
RECORDED FEBRUARY
14, 1963
AS INSTRUMENT
NO.
15630 OF O.R. IN
FAVOR OF EASTERN MUNICIPAL
WATER DISTRICT. 30.00'
WIDE
1 /4 SEC. LINE �QS\
EST. BY SINGLE PROPORTION J 2IDr (233.82' R5)
PER RS 68/7 & RS 67/22 \ "7
SET 1" IP, LS 7673 DN. 1.0' (232.19' R3)
\ �S 231.82'
1321.29' (1321.36' R3 & R4) / I 1321.30' (1321.37' R3 & R4) - -
\�- N89'55'06"W 2642.59' (N89'35'28"E 2642.73' R3 & R4)
- 5=
/ SET 1 " IP LS 7673 DN. 0.7' \
SEE DETAIL "B„ AT INTERSECTION`
/�/ � S1°28'39'W
1 "_=_250'
250 0 250 500 750
N89'55'06"W 1321.29'�
FD. 3/4"1 IP W/ PP, ILLEGIBLE, DN. 0.20' LEANING SLY
S08'54'1�"W 0.47' FROM R/W INT.
NOT ACCEPTED AS POINT ON R/W PER RS 69/7
I D. 1-1/4" IP, OPEN, DN. 0.5'
IN LIEU OF 1-1/4" IP, RCE 12116,
PER MB 226/88-100, ACCEPTED AS
I E 1/4 SECTION 5. DESTROYED DURING
_ CONSTRUCTION RESET 1" IP LS 7673 DN. 1.0'
S53'33 30 E
\ 1591.28' (1591.20 R 1)
FD. 1" I.P. OPEN FLUSH, IN LIEU OF 1 1/4" I.P. TAGGED
r R.C.E.12116 PER M.B. 226/88-100. ACCEPTED AS POINT ON SW R.O.W
CASE RD. SET TAG LS 7673
RIV. CO. 24-0055
fLS 7673 1�J
).53' M & R6
'5-- 4
E