rs142_076-076Lcam
NFNS NOTHING FOUND, NOTHING SET
Q wu-
AN EA5 - *WT FOR DRAINAGE' PtA4P0SES, REC0WXD FESRUARY 15, 1994, AS
INSTR AICK A10. 064087, OF OFFICIAL RECORDS.
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LL
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1�
FLUSH, IN PAVEMENT, NO REF. N89 55 ' 29 "W 2684.36'
2 1342.08'
671.04' 671.04'
I FD. 1 112" BRASS DISK,STAMPED "RCE 30046" 1
1
RECORD OF SURVEY
PORTION OF THE
SOUTHWEST
1/4 OF
THE SOUTHWEST
1/4
OF THE NORTHWEST 1/4 OF
SECTION 23,
TOWNSHIP 6
SOUTH,
RANGE 8 EAST,
SAN
BERNARDINO MERIDIAN.
CHRISTOPHER L. ALBERTS, P.L.S. 8508 DATE OF SURVEY: MAY, 2014
CONSULTING FD. 1" I.P. OPEN, DN. 2.0'
FD. 1" I.P. W /TAG, "LS 4396 ",
1 14 DN. 0.5' PER R.S. 131 /66 , ACCEPTED N89' 53' 20 "E 2677.13'
2 AS THE NW COR. OF SEC. 23 AVENUE W
22 23 1338.36 '
w I
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.�` FD. 1 1/4" IP, W /ILLEGIBLE TAG,
I 1
FLUSH, IN PAVEMENT, NO REF. ACCEPTED AS COTD (COLLEGE OF ThE DESERT.
W 1/16 COR . OF SEC, 23. I N. 2, 210, 180.318
Sw
FD. 1" I.P. W /PLASTIC PLUG , E. 6'' Ow. 1
LL I SEED DATA 9 fTT
ILLEGI FLUSH , NO REF. (SEE AGS PU
I FAR Ma"f7Vr DESCRIPTION)
ACCEPTED AS THE NE COR. OF THE
NW 1/4 OF THE SW 1/4 OF THE NW I
FD. 1/2" ROD, DN. 0.6' 1338.77'
NO REF. ACCEPTED AS
N 1/16 COR. OF SEC. 23.
AFFIXED TAG "LS 8508" r,
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i
NFNS
ESTABLISHED BY�I
INTERSECTION
CACT (CAC rUS CI r COAkAvI TY.) I
N. 2, 182,104.055
E. 1
1/4 OF SEC. 23. �N76 ° S4 ' (SEE 6
/ PL& I SAD DA SWET I
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RASIS OF B 396.4979
j \ FD. 1 1/4" I.P. W/ ILLEGIBLE TAG, FLUSH, s EAR
\ PER CALTRANS MONUMENTATION MAP 205 -211. I A8
000 F
1
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AVENUE 5�
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SET BY
P � -5�4 INTERSECTION
N89' 49' 58 "W . 1343.93'
c*4 �,� 671.97' ,
347.38
NO REF. ACCEPTED AS
N 1/4 COR. OF SEC. 23.
SET TAG "LS 8508 ".
S
N
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1342.28'
Q
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CONVERGENCE ANGLE A W 114
COR SEC. 23 = +0 ° 03'58" c
N
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to
W
1 2
RADIUS
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N
19 '40"
820.00'
I
2
NOO*36'36
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N, I
N
I
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I N
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I
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cc
N
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W
BEARING /DELTA
RADIUS
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19 '40"
820.00'
N
2
NOO*36'36
o
N, I
N
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I
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I to
N
IN
I
:-
0
I �
N
N
IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE , STATE OF CALIFORNIA
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N
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671.97' (� W
- r . %
NFNS (i N
ESTABLISHED AT 00
MID POINT
CN
DATA TABLE
BEARING /DELTA
RADIUS
LENGTH
1
19 '40"
820.00'
280.43'
2
NOO*36'36
1 47 .43'
�1� A \
'�;��� � so so o � so 240 3so
30
9
9 <
~ L� _ 30' SCALE: 1" =120'
W
O)
0.l NFNS FD. 3/4" I.P. W/ TAG IS 4152", PER
FD. 1 I.P. W/ CAL. DOT. ESTABLISHED AT CALTRANS MONUMENTATION MAP 205 -211.
I � \
� I NFNS BRASS TAG, FLUSH, PER MID POINT
FD . 1 « I .P. W/ PLASTIC PLUG ( ACCEPTED AS C 1/4 COR. OF SEC. 23.
I MPE s ESTABLISHED AT CALTRANS MONUMENTATION MAP
I "LS 4989" DN / ' MID POINT
. 0.3' PER R.S. 131 66 \ \
ACCEPTED AS THE W 1/4 COR. OF SEC. 23 I 205 -211. I I
1515.49' (1515.52' _ R6)
672.90' 503.21' 169.69'
414 18' AVENUE 5
1 1345.80' 1345.80'
N89'44'27 "W 2691.60' (S89'43'05" 2690.66' -R1, N89'43'55 "W 2691.55' -R2)
(N89'53'28 "E 2677.23' -R2)
BS ��I
2
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2t>0 - o4LA S 33q
CPA 61 I NAIL
M2MM *5 STA TEAEVr
FILED T Y O f be�c 201 1 AT
12PM. IN BOOK I'-}2_ RECORDS OF
SURVEY, AT PAGE _T(D AT THE
REQUEST OF THE COUNTY SURVEYOR.
N o. 20 4 - LA4511�4
FEE $ _
LARRY W. WARD ASSESSOR - COUNTY CLERK - RECORDER
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE
WITH SECTION 8766 OF THE PROFESSIONAL LAND
SURVEYORS' ACT THIS -Z-7- w DAY OF
20L�_.
RICHARD G. LANTIS,PUNTY SURVEYOR
L.S. 7611, EXP. 12 -31 -14
42
SHEET 7 OF 1 7�
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 THE HOUSING AUTHORITY OF THE COUNTY OF RIVERSIDE IN MAY, 2014.
�Rt l AND
CHRISTOPHER L. ALBERTS
P.L.S. 8508 ,
LS No. 8508 m
s
1. ThC BASIS Ott` BEARIAr<GS FAR THIS St RVEY IS PC CALIFORNIA COORDINATE SYSTEM, XS
83, ZM 6, AS DETERMIAED LOCALL Y BY TW L IFE BET EE'N M&G'S STA TIO,N5 COLLEGE
OIL ThC DESERT (COTD) A AV CACTUS CITY CAVITY (CACT), (POSI PER NA TION AL
66510fTIC SIRVEY, NAD63, EPOCH 2011.00) AS "#N ON ThE NATI OINAL GEODETIC
ARVEY PUS. DA TA ShEE SEIAG AfORTH 76 "54'.9.56 WST.
2. COORDINATES AS 910#V hEREOAI ARE IN rEWS OF ThE CALIFORNIA COORDINATE SYSTEM
OF 1983 (CCS83), ZM 6 (EPOCH 2011.0); BASED LOCALL Y LFOV Thf FOLLOwIAG
CDVTIM W GK'S CXTROL STA TIOI+VS AS PUX ISriED BY PC NATIONAL GEODETIC SURVEY.•
C07D N. 2, 210, 180.318 E. 6, 520, 050.941
CACT N. 2, 182, 104.055 E. 6, 640, 806.461
J. COORDINATES 5WW hEREON ARE EXPRESSED IN rERNS' OF ThE US SURVEY FOOT.
4. DISTANCES .900V hERSON ARE GPOIL DISTANCES WESS 07WRWISIE ACTED. TO CXVERT
GRID INVERSE DISTANCES TO GY11M DISTANCES, DIVIDE GlYUM DISTAACE BY
0.9999790900 CMIAED FACTOR TO 0187A IN GR01M DISTAACE.
5. CAL CLLATIONS FROM GRID TO G VAL A A A6Y - E
f OIR THIS SURVEY WERE MADE AT A POINT 1 WITH COORD. OF N 2, 174, 670.6304,
E 6, 598, 407.5802, USING AN EL. OIL 375.40 (NA VD88) .
6. 0 IAVICA TES FOM MMAENTS AS AKITED
7. ® "TE PUS. I594r.D LOCA TI OIN OF USC &GS GAS C. 0. R. S. STA T ION.
8. 0 IAVICA TES SET I" IRON PIPE TAGGED IS 850 * IN 940U'1rn, FLL43H.
9. IAVICA TES SET LEAD, TACK AAD TAG STAMPED "LS 8506 IN GUARD RAIL POST
FOOTIAG.
10. O "TES RECORD DATA PER REFERE &CES BLOW-
)R 1 PM 110/42.
( )R2 DIEPARTWNT Of' TR ANSPARTA TIAN PROI°ERTY RETRAMi ANT StRVEY 917582 -4
( )R3 RS 131/66
( )R4 RS 48121
( )R5 RS 1411
( )R6 DEPARTMENT OF TRANSPO►RTA TIOV WDW NTA TICK MAP 205-211.
11. N IAV ICA TES CALCCLA TED GRID DISTANCES AAV BEARINGS BASED ON CAL XORIVIA
COORDINA TE SYS7E l OF 1963 (EPOCH 2011.0), AS SNOW hERFON.