HomeMy WebLinkAboutRecord of Survey - Cambern Conrad Central - 15 pgs LMNAL-
a_ I N THE CITY OF LAKE ELS 1 NORE AND THE UN I CORPORATED TERRITORY OF THE SHEET 1 OF 15 SHEETS
♦r COUNTY OF RIVERSIDE, STATE OF CALIFORNIA.
Na� RECORD OF SURVEY
,. oar,
Y o< RECORDER'S STATEMENT
: aq BEING A SURVEY OF THE RIGHT-OF-WAY OF THE RE-ALIGNMENT OF STATE ROUTE 74
!t ric N-K IN PORTIONS OF SECTION 21,28,29,30 AND 31, TOWNSHIP 5 SOUTH, RANGE 4 WEST, F I L TH IS. DAY F 2006,
a<w S.B.M. COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. AT •M. I N BOOK OF RECORDS
W m¢N OF SURVEY. AT PACES, AT THE REQUEST
s J m ASSOCIATED ENGINEERS, INC. MARCH 2O04 OF THE COU URVEYOR.
2i '+ No.
FEE
U M UOU Z U Y'•�
0 250 500 1000 SECT N 21 LARRY W. WARD, COUNTY ASSESSOR-CLERK-RECORDER
SCALE IN METERS �4 v 1FEET 5SCALE p,000 T. 5S. , R. 4W. , S. B. M. 0 I0."
y�l�✓----- -; BY: DEPUTY
SURVEYOR'S NOTES: �$ SHEET 4 1
INDICATES FOUND MONUMENT AS NOTED. -- ---�- 1 FD 3 �y2" CADH BRASS DISK E OCTAGONAL
SECTION 2 0 1 SHE 13 1 1 I CONC COLLAR STAMPED "EDD I E 1972"
INDICATES FOUND RIVERSIDE COUNTY TRANSPORTATION 1 1 _ 1 NE - 672002.334, 1902437.467
COMMISSION HORIZONTAL AND VERTICAL CONTROL MONUMENT IMP RTE 74 I 1 I I 3��1 ;
Q INDICATES SET I" I.P. TAGGED "LS 4430"
Y AK 1 --------i-1 1 �� 1 SURVEYOR'S STATEMENT
FLUSH, UNLESS OTHERWISE NOTED. COUNTY OF RIVERSIDE 1, c� 1 1
i ? o I 1 a ------- J THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER
(X.XX') INDICATES DISTANCE IN FEET. 1 -+ ao 1 1 ¢ 1 MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE
7'�---- -1 i �1 1 PROFESSIONAL LAND SURVEYORS' ACT AT THE REQUEST OF THE SAN
___
X.XX)tm INDICATES DISTANCE IN METERS. SHE O ; 1' -- --
BERNARDINO ASSOCIATED GOVERNMENT.
1 1 I `1 0
1 ll• I _ T-
BASIS OF BEARINGS: I 1
1 11 SHEET 12'�
I SHEET 9 1 I .1 -�• -THE BASIS BASIS OF BEARINGS ARE MAD 83. ZONE 6. METRIC UNITS — —1——— 1 • I 1 1 _______ •fL EXIST RTE 74
MEN . NM
BASED ON RCTC HORIZONTAL AND VERTICAL CONTROL MONUMENTS
AS SHOWN HEREON. DISTANCES SHOWN ARE GRID DISTANES. 1 G r - 11 •
COMBINED FACTOR • 0."989922. MULTIPLY DISTANCES SHOWN / /; 1
i I 1 I
HEREON BY I.00OIOOT9 TO OBTAIN GROUND DISTANCES. - I HN IM CI ATE Mso •
ER7CH 1 •00 - 1 ---- L------- i L.S 430 EXP. 9-30-07
f EXIST RTE 74 / 1 ♦ (� IMP RTE 74 COUNTY OF RIVERSIDE I ER � A
♦ r------ CITY of LAKE ELSINORE SECTION 28 COUNTY SURVEYOR'S STATEMENT
♦
♦ �� ♦♦ THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SEC14ON 8766
♦♦ OF T E PROFESSIONAL LAND SURVEYORS' ACT. THIS-DAY OF
♦SHE ♦ oc • gt 2006.
/ 441
♦ ♦ ♦ ♦ '.; N 69'55'1 7" E /
6 ♦ ♦ ♦ y Jr 808.954m (2654.04') / jrl
/ ♦ �/ rt,
SECTION 3 0 I ♦♦ I : N 66'20'30" E 3407 f
♦ ♦ / 441.287m (1447.79') '00. ¢ �91�
♦ ♦ SECTION 29 3439 g8s ♦ � BR1 N H. HESS \\j3
♦♦ q / // COUNTY SURVEYOR
>�
p,. J. j // L.S. 4993, EXP. 12-31-07
♦ ELF
♦ COUNTY OF RIVERSIDE
/ ��,�; �•e HORIZONTAL AND VERTICAL CONTROL MONUMENTS
4 F� ♦ ♦ aF�/ / /��'qa NO. NORTHING EASTING ELEVATION DESCRIPTION
3407 671804.6127 1901677.6788 491.345 FD 2" BRASS DISK IN 2" IP W/CONC COLLAR
+/'� ♦ 'Si /'S STAMPED "CALIF DEPT OF TRANSPORTATION RIV 74-19 .20
,(t
"
'`♦♦♦ ♦ ♦♦ \" 4j 4.�^'6/ /AS�� LS 5679 1990", FLUSH
`� j/ ♦ J♦ �♦♦ ♦♦�Y 3433 670039.5749 1899523.0311 401.410 FD 2" BRASS DISK IN 2" IP W/CONC COLLAR
/ ♦ ♦♦j/ per/ / STAMPED "CALIF DEPT OF TRANSPORTATION RIV 74 17.57
�.♦ ♦ ♦ 3 / 61/ LS 5679 1990", FLUSH
Pt��� •♦♦♦ ♦♦♦ ♦ / / SECTION 3 1 ! // 3439 671627.5327 1 901 273.4794 401.41 0 FD 2" BRASS DISK IN 2" IP W/CONC COLLAR
'� ? / i N.T.S.
� ♦♦♦;\ �,�' �♦♦♦�j i / %� STAMPED "CALIF DEPT OF TRANSPORTATION
i RIV 74-19.12 LS 5679 1990", UP 0.2'
G„ ♦♦♦ \ ��/ / 3433 GPS CONTROL NETWORK 3441 672082.3343 1902437.4669 51 9.539 FO 3 1/2" CADH BRASS D I SK I N OCTAGONAL
♦♦ �t / CONC COLLAR STAMPED "EDDIE 1972"
RIV. CO.04-156
Zn-C E�Fj_4 7Z-7 �23
IN THE CITY OF LAKE ELSINORE AND THE UNICORPORATED TERRITORY OF ` /
P,4yG THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. SHEET 2 OF 15 SHEETS ��
•� �°4°yF RECORD OF SURVEY
0 ? 4`49 4p
retric 999Bo5bi BING
'' rA% INEPORTIONSROFYSECTION 2I1,28,29,30YAND 31, ROWNSHGIPM5NSOUTH, RANGE 4TWEST,
��2 S.B.M. COUNTY OF RIVERSIDE, STATE OF CALIFORNIA.
96 4C`�So ASSOCIATED ENGINEERS, INC. } } }MARCH 2O04 SEE SHEET 3
0 25 50 100 w I �i o N
77771
20 420m g
SCALE IN METERS Z)N (66.991) (66.1')E 3 LOT 4 BLOCK 17 E
SCALE Is1000 L�� 8229m NI Q K NORTH ELSINORE TRACT m
01- (27.00) I tit m M.B. 5/ OS
1ti I o+1 w RECORDS OF RIVERSIDE COUNTY
0- N I WI T w
SURVEYOR'S NOTES: o N1� vl FD I"IP TAGGED "LS 3698", c FD 2"IP STAMPED "LS 3698:'
PER PMB 152/64-65 v
Ld g �i1� �I v DOWN 0.4'PER PMB 152/64-65
INDICATES FOUND MONUMENT AS NOTED. o100 n1 z S46'16'58"E 0.040m (0.13') < S43'44'35"W 0.061m (0.20')
INDICATES SET I" I.P. WITH NAIL & TAG e1 v z
I zl
"LS 4430" FLUSH UNLESS OTHERWISE NOTED. �ICL 1
(X.XX') INDICATES DISTANCE IN FEET. LOT I tiI
.3472-R NI� N46'1 02.
X.XXXm IN TRACT NO
INDICATES DISTANCE IN METERS. I u I 3.657m (12.00')
M.B. 57/9-I O
RECORDS OF RIVERSIDE COUNTY j ti ;o `� O zrn
Q o
j= um, n O' `O u iO PCL 2 E
CURVE DATA W��I�� E N N O
NO. DELTA RADIUS LENGTH m Pi� ie N O zJ�'
N- w F
C 1 38'1 0'04" 82.288m (267.97') 54.817m (179.857 c 1- I o z � m;o^ w
C2 38'10'04" 91.431m 1299.97') 60.907m (199.83'I FD I"IP STAMPED LS 4604", io '^I W - z m u)�n
PER PMB 157/53-54 v zl W 16.763m N F
C3 38'12'16" 103.318m (338.97') 68.892m (226.02') S21'21'46"W 0.055m (0.18') v �!Q 154.99'1 ----a ------------i n o
E v_
C4 38'12'16" 91.431m (299.97') 60.966m (200.02') z u+ MI .. N n E Z
J 1
L6 3 m o+ WN J ¢ I N'�� J
NO' ul
1271.52'> 1 Q' io 1D ^ U a w I n N Q
N46'03'20' 90.989m (298.52') .763 M rn oM a PCL I �)
COURSE DATA PCL. I 54.99)w 'z m o= L FD LEAD & TACK IN I
N0. BEARING DISTANCE v zo FD I"IP STAMPED "LS 3698•
PARCEL MAP N0.22939 ; J °p w o BACK OF WALK IN LIEU Ino "FLUSH PER PMB 152/64-65
..o < n OF I"IP TAGGED "LS loo
L�ll
L I N43'S3'09"E 9.143m (30.00') m PMB 157/53-54 of n°Di 3698"PER PMB 152/64-65 1�,,-
m RECORDS OF RIVERSIDE COUNTY FD BRASS DISK STAMPED
L2 N46'04'39"W 10.002m (32.81') o,.. L2 •y c owe N46'13'23"W 80.641m (264.57') I COOT CL DEXTER
L3 N87'37'S5"E 10.1 41 m (33.27') ^ s z o'•+„`",� 71.498m f234.57') 9.433m 35+64.07 EC."FLUSH
C3 I Zan (30.95') PER PMB 152/64-65
L4 N43'46'48"E 23.224m (76.19') E m ,p j DEXTER AVENUE
L5 N46'03'20"E 4.572m (15.00') _ N46'04'39"W _ N46'13'23"W _ 132.920m (436.09') �_�_
o uVOi 95� , G? $ 33.820m (110.96') 104.413m (342.56') 28.507m
a9a\'l R Q -----)
L6 N46'03'20"W 3.657m (12.00t a ,�y S. .p m, (93.53')
FD BRASS DISK STAMPED ,\ of � ( PARCEL MAP NO.24099
COOT 45+18.51BC"FLUSH I
PER PMB 15T/53-54 a� 0�• I I PMB 158/86-87
E. RECORDS OF RIVERSIDE COUNTY I ,N
���'o+p/ u I 1 FD BRASS DISK STAMPED I w
!+'o p h,`A�W I PCL.2 1 I 'COOT DEXTER CENTRAL;' I in E
c o a�5 a�6 iti0 "'I FD BRASS DISK STAMPED I w 1 FLUSH,PER PMB 157/53-54 I v
FD BRASS DISK STAMPED 0 d0•pF i I`o "COOT 41+11.12:'DOWN 0.4' I - 1 S46'13'23"E 0.058m (0.19')
"COOT TENTH DEXTER PI E titi a'w! PER PMB 157/53-54 I I
LS 3315 1980",FLUSH,PER n"-' 6'9• �� lao a) 1 v "
PMB 157/53-54 z o C\ i z I� I in, 1 1 z
J--- -�---------------------------------J C2 `------- 1 N43'4T'27"E 3.054m f10.02')
----J z L--------------
206.808m (675.20') /" N43'47'27"E N46'16'15"W 202.760m (665.22')
9.14 m ( 0. ') 104.463m (342.72')
196.733m 1645.45') 98.297m (322.50')
N46'03'19"W 403.541m 11323.9611)
CL OLD DEXTER AVE
FD BRASS DISK STAMPED FD I"IP STAMPED FD BRASS DISK STAMPED7 FD 2"IP,TAG ILLEGIBLE FD Y.'IP STAMPED "LS 3698"
"COOT 47+18.51 EC"DOWN 0.1' "LS 4604",FLUSH "COOT DEXTER -CENTRAL PI DOWN 1.3'PER PMB 152/64-65 DOWN 0.8'PER PMB 32/89
PER PM8 157/53-54 PER PMB 157/53-54 LS 3315,1980",DOWN 0.3' S43'44'35"W 0.027m (0.09')
N46'06'51"W 0.046m (0.15') PER PMB 157/53-54
RIV. CO. 04-156
ZMc-CE 027 123
yC� IN THE CITY OF LAKE ELS I NORE AND THE UN I CORPORATED TERRITORY OF SHEET 3 OF 15 SHEETS
I� THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA.
c� nVypr�k RECORD OF SURVEY
• O6�?OC49'�yg9`Y flQI, J J, e
yBy9sPrq'N, t��' IN BEING
PORTAIONS SURVEY
SECTION 211,28.29.30Y OF THE AND 31, TOWNSHGIPM5NSOUTH, RANGE 4 ROUTE
WEST,
etIJC oc,90,0Jy9 S.B.M. COUNTY OF RIVERSIDE, STATE OF CALIFORNIA.
Cl�•?
461�9s., ASSOCIATED ENGINEERS, INC. MARCH 2O04
SEE SHEET 4
ttt; t� t tt�t
\5 St�P 1
9�OC S�Np?& _ I� LOT 2
m pRjH Me 5 as\oE � QI�ook
SURVEYOR'S NOTES:
N N fy\VE Q n $I cr I 22 N m
COOS OF LOT 8 NEiN - ------------------- '-
o INDICATES FOUND MONUMENT AS NOTED.
E L E oQl lC oS E O INDICATES SET I" I.P. WITH NAIL & TAG
"LS 4430" (LUSH UNLESS OTHERWISE NOTED.=
No N EQ1Iw E, c N m^o F. (X.XX') INDICATES DISTANCE IN FEET.
N m N 111 MI .n 0 U - N W
3c I� - w LOT 3 o W X.XXXm INDICATES DISTANCE IN METERS.
ELOT 7 i K °° IW e, c V V) vEi -i' w-
i- I I F c w Lc! E t�
E
P
vi I � iN la vl K N v ¢ Q w Z
W iv v I� c' ,o ------------------- v J
v ICilinl ^, Q c v Q
= w o N
O I M 'D wl Q J d 0 @ v
= I z �,I 12.192m,15.240m P w^ w C3 �^
W v I N PI40.00' (50.00') E o^ � LOT 4 E
F_ v I 1 0 `Q d N88'42'38"E v
m
= N43'45'10"E I '� vl go 6.461m (21.20')
6.095m (20.001) E ^ I N87'28'22"E ZI o FD I"IP W/TAG v N46'15'01"W
I` E o I 14.301m (46.92') 1 "LS 4230" 9.143m (30.00')
\ N45'54'39"W o 0 I 172.941m (567.39') I -
"`��� 100.110m (328.44') tO `� I 72.831m (238.94') -\; N46'19'42"W 66.730m 1218.93') N46'19'42"W 401.895m (1318.55')
L3 (rt CAMBERN AVENUE f4496m
N45'54'39"W 403.423m (1323.56') _ _ _
203.237m (666.79') 102.705m 036.96.
i _ 173.005m (567.60') L2- I __ N46'19'42"W 90.520m 1296.98') ---------------------------- ----
343.483m (1126.91') - ( I I L4 75.355m 1247.22') -- ----
1
N45'54'39"W o 0 361.521m (1186.09') 1 N43'44'21"E 1
,p N 2 421m I N87'15'08"E 9.143m (30.00')
10.082m (33.08')
(6.00')24.384m I
18f 0.001) �I FD I"IP TAGGED "LS 2831",ON 0.3', W
FD I"IP,NO TAG.ON 0.3' I 1 FD BRASS DISK STAMPED PER PM 8434.PMB 32/89 W
IN LIEU OF JAG.
TAGGED 42.192m I.192 I 'COOT CENTRAL CAMBERN PI K
"LS 3698".PER RS 92/53 1140.00')40.00ll LS 3315 1980",FLUSH,PER RS N
92/53 PRIOR TO CONSTRUCTION
LOT I I
> ILr
TRACT NO.3472-R w ; I =
> I LOT 4 - BLOCK 17 ~
MB 57/9-10 ern ¢ IF I
RECORDS OF RIVERSIDE COUNTY NN I NORTH ELS I NORE TRACT N
4ap IW N I
IF- ,�, -•I ti MB 5/ 05 --
0- RECORDS OF RIVERSIDE COUNTY E
O� O a;: .
Of �I 0 m
0- 1a w -I
o, EII E
Ld cl F c
N NI I m 8.229m
(27.00')
m 0IQ al
IN c I
E rE1=• 20A Im w
COURSE DATA Pivi ZI (67.1')
NO. BEARING DISTANCE N NIA I
IH wl W Z
LI N00'24'42"E 14.284m (46.86') IX QI v
L2 N45"54'39"W 18.038m (59.18') 8.229m IW I Q� tO 0 25 50 100
L3 N45'54'39"W 18.109m (59.41') (27'00) 1� inl in n
L4 N46'19'42"W 15.165m (49.75') I I� II Iz
SCALE
SCALEN I�IOOO S
SEE SHEET 2
RIV. CO. 04-156
2ml -b5(oU__77 )n
IN THE CITY OF LAKE ELS 1 NORE AND THE UN I CORPORATED TERRITORY OF SHEET 4 OF 15 SHEETS vl
car-Fq THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA.
RECORD OF SURVEY
oll I cC'C4p�'
°p s��o(,4gBgq4p CURVE DATA
`�y s2 s ss�F, NO. DELTA RADIUS LENGTH
efr%C B'q�Jy/4 Q `, BEING A SURVEY OF THE RIGHT-OF-WAY OF THE RE-ALIGNMENT OF STATE ROUTE 74 C 07°17'09" 82.288m (269.97') 0.464m 134.ss I
IN PORTIONS OF SECTION 21,28,29.30 AND 31, TOWNSHIP 5 SOUTH, RANGE 4 WEST, C2 I 8°38'00" 91.431 m (299.97') 29.735m (97.56')
�y�j FChg^ � S.B.M. COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. C3 1 1'20'51" 82.288m (269.97') 16.297m (53.477)
96� 6-iss ASSOCIATED ENGINEERS, INC. MARCH 2004 C4 05°1 9'37" 100.575m (329.97') 9.351m (30.6 )
W' =I W �2 '4( SET NAIL & TACK FLUSH,PER TR.ONOL ISI283,4 C5 13'10'27" 100.575m (329.97') 23.125m (75.87')
W I-- W "LS 4430"IN WALL FOOTING SEE SHEET 5 MB II1/96-98 C6 I8'34'36" 91.431m (299.97') 29.644m (97.26')
N W y~j CONARD AVENUE C7 18°30'04" 100.575m (329.97') 32.476m (106.55')
N46'IS'OS"W_ _ 403.699m (1324.4T) _ _ r
92.946m _1304.94'1 _ _.._ _ _ C8 18°38'00" 82.288m (269.97') 26.761m (87.80')
4 N47'19'16"E 202.804m :665.36'1
9.160m (30.05')_ N46"15'OS"W 191.179m 62T.23') IN46'I7'48"W CONARD AVENUE
_ 100.178m (328.67') .. 91.00Im (298.56') 57.611m (189.0l')
H'
oS� I 602Tm (19.771) 34554m 1(44.47') COURSE DATA
lziI 42 N0. BEARING DISTANCE
FD 1"IP STAMPED m I FD BRASS DISK STAMPED LI N86°20'S5"E 10.352m (33.96')
"LS 3698:"DOWN 0.T' I "COOT CENTRAL CONARD PI 12.192m.15.24PER RS 92/53 °I -----
n LS 3315 1980",DOWN 0.1' ------ L2 N43'46'42"E 48.426m (158.88')
RECORD OF SURVEY 92/53PER RS 92/53 PRIOR TO ; - 40.00' (50.0EI CONSTRUCTION \ mr RECORDS OF RIVERSIDE COUNTY �� tC ,� OD 41
N M O+1 E MI
.. ________________
E I N O 1 _ cE c+ 0)
m FD I"IP TAGGED "RCE 29329". mI SET BOLT SPIKE & WASHER °�' v m_I m 's, �_ 40
of 11 ON N670.9',PER RS 92/53 c j "LS 4430"IN AC N N� _ (43.76m 9.143m
rff -
m CORNER IICALC 52'FROM Qi 12.192m� - -- (30.00') SURVEYOR'S NOTES:
=I (q0.0 o E= °� r E- INDICATES FOUND MONUMENT AS NOTED.
8.229m (27.00'1 `,? No i 39 do n -
N46'15'05"W 1 191.156m (627.14') ' " •^�^ o rim 4 O INDICATES SET I" I.P. WITH NAIL & TAG
--------------- --------------------
"' N u a=,^,� n "LS 4430" (LUSH UNLESS OTHERWISE NOTED.
----------~� o
100.166m 328.63') 82.762m (271.53') -------- ` c
_ �I E E- o > E- E E fX.X%') INDICATES DISTANCE
IN FEET.
o °f1`=" o �a�+, ¢ j 38 Nm ry m X.XXXm INDICATES DISTANCE IN METERS.
w .6 FD I"IP STAMPED "RCE 29329" ao aplN nl titi w
�+ '^ DOWN OX PER RS 92/53 m c I` o ""` � �N
ill N ,p Q N- d' Z) N" _
S21'31'52"E 0.036m (0.12') 0 1 v < P_ (n - W
Q E E E ______ i -__________ W
$ r LOT 2 LOT 1 Q Mio W E LL0
Z m U 7 v aDIZ ti0 co O� Np F
< $ `1 I co LL Or 37 NoLn
r- I so Nt -o �- '^w Q Z
______________________ _____----__ ,� Q
______________ _
E.. W w w v J
a"'oo w ti I 6 r' oe 1 CiI "m o Ir
�o, v z a
itov; �K O � I QG�- 33'.75 � vti Io E, I (( r-� 0 0 36 �' v
to ri,- U .I` ,'1
N" O - I ... N� wo Z w Mr M 4�
O
JIEnc W ___________________ Z
E.. V J m L�.P' E E_ IE F
mo Ow
Q N N_ ir SNpeO1 nu U 35 ti
o 115.240m d m a�o�0
N46'05'28"W 191.134m (627.07')
------------ - --------------------- - ------
x ----------- ---182.905m60001 1 -- ---------- -
x o m-
mm
z o M6 $$� z c
1 v r
1 am ��lm c� O N 9.143m (30.00')
I_____________________ EEIc G E _
I mvl� E - v E y
m FD I"IP TAGGED "LS 3698", I vio E
^' ON 0.9',NO REF.ACCEPTED I .I" I u)
- AS THE NW CORNER OF LOT I �Ic N w c Z ¢ c `?
m T. PER NORTH ELSINORE I !�' I'^ ? v E'^
NQTRACT.MB 5/105 I v 1� .o• ,c -------------------
PO ID I v ; I- .PI V Q_
o f LOT 7 I LOT 8 " 1N `z ^ _ Q m
io z � J d o -�_
is w ¢ 2 D - E 0 250 500 1000
3 m i m tin I V U - w vmi
v z E Q w uEi 5
1 _ 20.421m 15.240m v, a u? 'c
SCALE IN METERS
z i (67.00') 150.001 Q Q SCALE 1:1000
Noo' I12.1��2m -- ---------- Z
h = 1(410.00'
SEE SHEET 3
RIV. CO. 04-156
ZOOb O��a�Z� �Z3
C + IN THE CITY OF LAKE ELS I NORE AND THE UN 1 CORPORATED TERRITORY OF SHEET 5 OF 15 SHEETS I V
THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA.
c� cc� F RECORD OF SURVEY
o��e�g9�gry�
r 9By929r�gT� BEING A SURVEY OF THE RIGHT-OF-WAY OF THE RE-ALIGNMENT OF STATE ROUTE 74
FD BRASS DISK STAMPED"RCE 862",
@�IjC S2•iyo OEt IN PORTIONS OF SECTION 21,28,29.30 AND 31, TOWNSHIP 5 SOUTH, RANGE 4 WEST, FD I"IP W/TAG IS 7629" FLUSH,PER TRACT NO.11283,MB III/%-9
? v S.B.M. COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. FLUSH,PER RS 117/18-23
s ASSOCIATED ENGINEERS, INC. MARCH 2O04 SET NAIL 6 TAG"LS 4430"
6> IN WALL FOOTING
q SEE SHEET 6
CURVE DATA r----------- /
D p
NO. DELTA RADIUS LENGTH ,� \ 1- ---------- m w I 2
CI 04'32'07" 240.770m (789.93') 19.058m (62.53') \ o\a �, ( 3
C2 05'33'01" 240.770m (789.93') 23.323m (76.52')
C3 05'06'15" 240.770m (789.93') 21.449m (70.37') \ \ z W N ("\-'N,o I / 4
C4 04'37'14" 240.770m (789.93') 19.416m (63.70') �� FOUND DESTROYED-RESET ,3 9 �\3 L13 M243 M242 LB M260A L
C5 04'42'52" 240.770m (789.93') 19.811m (65.00'1 ` --" --
CII
C6 08'23'09" 240.770m (789.931) 35.239m (115.6I') n n 4w 91\"' ,-1220 C19 Q ^ S)• //
C7 04.14'21" 82.288m (269.97') 6.088m (19.97') w ` \ SEE DETAIL A W
v
� \\ � L 9 i L 7- CIO I Cg\FFr
CB 27'50'50" 82.288m (269.97') 39.994m (131.2l') a \ v FO P'P TAGGED'IS 3698",
C9 44'50'12" 91.431m (299.97') 71.549m (234.7 a \\ \ `l FLUSH.PER RS 73/54 �\ •��; v I 1
CIO 12'45'01" 82.288m (269.97') 18.312m (60.08') \\\ �- o \ 3 o 1� I 1 M261
1 I o L 7 LI 1 o c, I I 1 ✓p
CI I 10'39'48" 91.430m (299.97') 17.016m (55.83') I I L14 19 ` Nml�w i j � 49-%� %/c! 6 ,
C13 07'46'30" 306.417m (1005.30') 41.575m (136.401) It 'n=
C14 02'07'00" 833.020m 12T33.00') 30.T76m (100.97') ------�-- -�-------- _ L L31 \20 `P 52 I 1
--------- ` I 51 / so„
C 16 08'04'53" 853.442m (2800.001) 120.3T4m (394.93') SURVEYOR'S NOTES: 1 Ln w L21 I I N 1 50
C17 04'39'50" 833.020m (2733.00') 67.810m (222.47') INDICATES FOUND MONUMENT AS NOTED. I N m0 rc L16 N n L 31 W211 W M258 14.035m
CIS 02'1 6'27" 833.020m (2733.00') 33.065m (108.4 O I I x z in > J I (46.059
CI9 06'S6'28" 82.288m (269.97') 9.969m (32.71, INDICATES SET I" I.P. WITH NAIL 6 TAG u - & I I wi I I
"LS 4430" FLUSH UNLESS OTHERWISE NOTED. _j J m FD Y4'W TAGGED"RCE 862", P9 LP4 I I // 49
C20 10'45'34" 291.178m (955.31') 54.680m (179.401) 1 m w $ FLUSH.PER PM 1210. _ - ------J� I / 263
(X.XX') INDICATES DISTANCE I N FEET. PMB 85/90.S88'18'46"W Q`, °' I /
C21 23'47'03" 291.178m 1955.3l') 120.872m (396.56') , I i
020'FROM CORNER ♦ �.(
C22 06'56'17" 833.020m (2733.00') 100.872m (330.94') %.XXXm INDICATES DISTANCE IN METERS. d &�'�� c,`O
I SOLT
COURSE DATA FOUND MOMUMENTS o 1 1 a WASHER%SE4430"w oo : �i^ N� r 48
I I N AC AT CDR OF �+ - w
NO. BEARING DISTANCE NO. DESCRIPTION W p WALL o � E m, Nm ¢LLI /E
n
L I N86'20'55"E 10.352m (33.961) M233 FD I" IP TAGGED IS 3698". DOWN 0.7', PER RS 92/53 I I Z E oo `� mIN rN NN 47 ,mry o
L2 NOI'07'04"E 10.360m (33.99'1 I 1 F- L14 m `J',r: NIE n0 ao Mom'
FD I" IP TAGGED "RCE 862", FLUSH, PER TRACT 11283, I)
L3 N43'42'16"E 23.060m (75.66'1 M239 _ = j j LIT o, - ; h ,E o m ti^ "
MB III/%-98 p" ] 1 I = L16 - O \ N lu'.
L4 N76'36'S4"E I7.299m (56.76') FD BRASS DISK STAMPED "RCE 862". FLUSH, PER TRACT >n, u 1 I F Z K N I� n u,mQ M
L5 N37'33'32"E 9.593m (31.47') M242 NO. 11283, MB I11/96-98, NAG'20'02"W 0.13' FROM BC ,.� w I = r� __________U 1 Q -� ..NO1 °D �- 46 �~
L6 NOI'29'50"W 17.040m (55.91,1 PRIOR TO CONSTRUCTION T vo-i lil e6 I ~ o a w F ^h
LI N46'20'02"W 16.627m 154.55') FD BRASS DISK STAMPED "RCE 862", FLUSH, PER TRACT w I I N o I W = m ,,.? o E
L8 N46'20'02"W 31.996m (104.97') M243 NO. 11283, MB 111/96-98. N59'13'56"W 0.61' FROM EC 0. 2: co ~ u I ~ `_° ^ '°
PRIOR TO CONSTRUCTION m LL I I 'n LOT 2 I'^ E;- ti M J
L9 N46'20'02"W 15.370m (50.43 FD IP, NO TAG. FLUSH, IN LIEU OF �'�" IP TAGGED o I I c�`�'�v�mi pj o d v or- 0, a
L I I N81'18'56"E 9.987m (32.77') Y4 J I I (� �1 w LL E- c+ IM N v°' Z 0) '�' �Q
M249 "RCE 862", PER PM 11210, PAIB 85/90, N68'44'S0"W k1 q o I I � & DETAIL A w � o nu', IN I I < w om 45 -
L 1 2 N56'59'50"W 16.939m (55.57 0,13' FROM CORNER tt o I I 4 a °°v I" �1 Fn"'" = n NOT TO SCALE o Q L13 N56'59'50"W 27.004m (88.59'1 FD NL TAGGED "RCE 862". IN CONC FOOTING, IN LIEU OF 4 w Lo§ do Ja ¢ '^ IE v v - - v m
L 14 N46'16'21"W 0.367m (I.21') M258 1" IP TAGGED "RCE 862" PER TR 11283. MB I I I/%-98, IL I LL� ;,, V S u"',jN z e -------------
S36'10'521 0.34' FROM BC z
L 15 N46'16'21"W 27.502m (90.23') I I z v �I�o ,�„ '^ pj "' n
FD BRASS DISK STAMPED "RCE 862", FLUSH, PER TRACT I I d w'^ el°p = z mF 44 4 la
L 16 N46'16'21"W 4.248m (I 3.94') M260 N0. 11283, MB III/96-98. S46'20'02"E 0.26' FROM EC I I FD I"P TAGGED"LS 3698", m ti I .240 'I.240m oi- u
o g v a N43'42'16"E
L 7 N46'16'21"W 3,880m (12.73') FD BRASS DISK STAMPED"RCE 862", ON 0.I' PER TRACT - PER RS 73/54 c E (50.00 I50.00'I mm 5.877m (19.28') M264
L 1 8 N43'45'45"E 4.197m (13.77') M261 NO. 1 1283, MB 1 1 1/96-98, S01'29'50"E 0,06' FROM BC x I
L19 N46'16'21"W 22.858m (74.99') FD BRASS DISK STAMPED "RCE 862". FLUSH. PER TRACT p 1 1 N vupi I --
NO. 11283, MB III/96-98, N76'36'54"E 0.15' FROM EC J J z ri I `u E^ w,m
L20 N46'16'21"W B.610m (61.06'1 m I 1 � CONARD AVENUE v 5j
I80m '^ I II 3 ow 43 ;o n
FD BRASS DISK STAMPED "RCE 862", FLUSH, PER TRACT \`�)
L21 N46'16'21"W 22.491m (73.79') M264 N0. 11283. MB 111/%-98 I I Eo K o o QEp N84'37'O7"E <y
L22 N43'45'46"E 30.477m (99.99') I I Qo Q' N" vR 6.OSOm (19.85') E
L23 N46'16'21"W 3.048m (10.00') MI211 FD BRASS DISK STAMPED "RCE 862 DOWN 0.I' PER TRACT I oQSn N46'15 ;, o;n Q'm
NO. 1 1283, MB III/%-98 -- __ 40.446m '� �,., N46'I7'48"W z N
L24 N46'16'21"W 11.281m (37.01') FD�'�" P. NO TAG, FLUSH, IN LIEU OF I" IP TAGGED ---J --- -�- 37.146m 5T.574m 1188.89')L25 N46'16'21"W 8.529m 127.98') M1220 "RCE 862" PER TRACT NO. 11283, MB III/%-98 W N46'15'05"W 403.699m 11324.47') of _ ' N46'I7'48"W 92.946m (304.94') 308.451m 11011.98')
L26 N46'16'21"W 14.329m 147.0l') PRIOR TO CONSTRUCTION M231 3 �" - �'r- M239 N46'17'48"W
3.300m (10.
L27 N78'44'53"E 8.927m 129.29') N ______ 50.486m (165.64") - q N46'17'48"W . CONARD AVE
100.178m (328.67') ^ I 91.00IIm (298.56') ti caF
L28 N86'22'22"E 10.338m (33.92'> 57.611m (189.01')
L29 N43'45'46'E 30.477m (99.99') F- Qo N46'15'05"W: 191.179m 1627.23'1 U Qo NO2'36'33"E N43'42'16"E
L30 N43'45'S5"E 18.287m 160.00') O 250 500 1000 L? Q;M eEl <Q e^z. 6.027m f19.77'1 13.554m 144.4T1
L31 N46'16'21"W 50.360m 1165.22')
42
I-- FD BRASS DISK STAMPED C. ` -
"COOT CENTRAL CONARD PI a •P
tit I LS 3315 1980".DN 0.1',PER RS 92/53 g~ -� -------------
SCALE IN METERS PRIOR TO CONSTRUCTION MPI �
SCALE 1:1000
SET SEE SHEET 4 + ��a INWALLILFOOTNGK"LS 4430
RIV. CO. 04-156
�c�L k+ I N THE CITY OF LAKE ELS I NORE AND THE UN I CORPORATED TERRITORY OF SHEET 6 OF 15 SHEETS I f
/ THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA.
RECORD OF SURVEY
c,�1r��q`x
°s9�Oe�g9p , 4,, SURVEYOR'S NOTES:
''`'� 9By`�lpT! f� .Py BEING A SURVEY OF THE RIGHT-OF-WAY OF THE RE-ALIGNMENT OF STATE ROUTE 74
'S�9i IN PORTIONS OF SECTION 21,28,29,30 AND 31, TOWNSHIP 5 SOUTH, RANGE 4 WEST, • INDICATES FOUND MONUMENT AS NOTED.
I etric 902
9�� sy 9 S.B.M. COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. p INDICATES SET I" I.P. WITH NAIL & TAG
61�14�r'6s ASSOCIATED ENGINEERS, INC. MARCH 2004 "LS 4430" FLUSH UNLESS OTHERWISE NOTED.
i'gJ� gl SEE SHEET (X.XX') INDICATES DISTANCE IN FEET.
CURVE DATA COURSE DATA
X.XXXm INDICATES DISTANCE IN METERS.
NO. DELTA RADIUS LENGTH NO. BEARING DISTANCE M266 M267 lit,e I� Q w
CI 23'47'03" 291.178m (955.3l') 120.872m (396.56') L12 NOI*32'33"E 17.704m (58.08') �`e =Q
C2 10'39'48" 91.430m (299.97') 1 7.016m (55.83') L 13 N01'32'33"E 16.968m (55.67') // ' � h7 „ FOUND MOMUMENTS
C5 08'03'17" 100.575m (329.97') 14.139m (46.39') L14 N01'32'33"E 10.181m (33.40') \G �� 4I N0. DESCRIPTION
C6 10'05'33" 306.417m (1005.30') 53.972m (177.07') LIS N01'32'33"E 6.787m (22.27') // h`�ro �\`� / X. FD I" IF NO TAG, ON 1.0', IN LIEU OF I" IP STAMPED
C7 06'I9.55" 60.960m (200.00') 6.737m (22.10') L16 N01'32'33"E 4.312m (14.15') // b'� 'b M157 MI57 "RCE 23713" PER PM 11711 PMB 57/I8 S24-44'03"W 0.16'
/ `�` g"' N41'49'27"W(R) FO BRASS DISK STAMPED "LS 4104", DN 0.1'
C8 00'08'll" 877.823m (2879.99') 2.O88m (6.85') L17 N47'45'08"E 66.638m (218.63') / h / /�,
C9 01*43'57" 877.823m (2879.991) 26.544m (87.091) LI8 N01'32'33"E 16.046m (52.64') // `2° '• / 9s\ M212 PER TRACT NO. 11283, MB 111/96-98
/ i � /F •r\, FO BRASS DISK STAMPED "LS 4104", FLUSH, PER TRACT
C I I 00'48'19" 103.622m (339.97') 1,456m (4,78') L 1 9 N56'59'50"W 27.004m 188.59') /// v/fie" /�b M242 N0. 11283, MB 1 1 1/96-96, N46'20'02"W 0.1 3' FROM BC
C13 01'37'04" 833.142m (2733.40') 23.524m (77.181) L20 N4T 45'08"E 13.781m (45. 1') / ^P //„e¢p sis\\ PRIOR TO CONSTRUCTION
C 1 4 00'22'37" 833. 42m f 2733.40') 5.479m (1 7.98') /// / yj\\ C14 FO BRASS DISK STAMPED "LS 4 1 04", FLUSH, PER TRACT
C15 45'28'10" 82.172m (269.59') 65.211m (213.95') / �� N
M243 NO. 11283, MB 111/96-98, N59'13'56"W 0.61' FROM EC
C16 45'28'10" 97.411m (319.591) 77.304m (253.62') // 4 PRIOR TO CONSTRUCTION
C17 40'58'54" 106.554m (349.59') 76.214m (250.05') //// A\O 24.382m 20.300m M260 FO BRASS DISK STAMPED "LS 4104", FLUSH, PER TRACT
~ (79.99'1 166.60'1 NO. 11283, MB 111/96-98, S46'20'02"E 0.26' FROM EC
C18 04'29'16" 106.554m (349.59') 8.346m (27.38') / FD 2 x 2 HUB TAGGED "LS 4343", FLUSH, PER PM 9985
X ao~ o - M266 PMB 46/72, N82'I9'24"W 0.13' FROM CORNER
c W o Q y FO IP TAGGED "LS 4343", FLUSH, PER PM 9985,
COURSE DATA // c� ��� u uI wiu � i
� ; 1p/ M267 PMB 46/72, S65'26'52"W 0.20' FROM CORNER
'� ¢ `�'p. FO Y." IP, NO TAG, FLUSH, IN LIEU OF I" I 1AGGED
NO. BEARING DISTANCE /// O\e�Pp006 J d J E NN �P, M1220 "LS 4104" PER TRACT NO. 11283, MB 111/96-98
L I N56'59'50"W 16.939m (55.57') // SS Q 9•\g4m,1 40m E o m�+ F PRIOR TO CONSTRUCTION
L2 N01'32'33"E 0.922m 13.03') /// �•p�;A0' ,�Q.• l30.00 \5.2 00\ �� o c om
L 3 N46'20'02"W 31.996m (104.97') /,,\ �Q�OI�4o 4.QFQ,00, ,150. F�Ci) I N J o~
L7 N31'40'S7"E 52.554m (172.42') // \\ \� y�P Oto' �°DN 3 XO-
L8 N26'18'53"W 9.802m (32.I6') // \ 4. ��\� V E v v 0 250 500 000
L9 N19'58'42"E 6.107m (20.04') // \\ O\�#0.\\'1, w 3 \\ c ,,;," w PARCEL 4
/ \ 5.•� O• /// \ \ .c 110
LI0 N26'44'14"E 12.405m (40.70') / \ py0a�ti••� .T. SCALE IN METERS
LII N01'32'33"E 28.547m (93.66') // \ 0pa ti ti / 2 �. o \`fl• m J SCALE 1:1000
\` s�Nsm \\ram No PAPCMLBMAP
22NO.
/44I4824 9a
3.1MmtO RECORDS OF RIVERSIDE COUNTY s
cp'N�a, d \\ WEST LINE SECTION 29 / I
T.5S.,R.4W.,S.B.M. I
� N
\\ \ \\\ \\�/ N \Q�`As I\� 4 a0 SET NAIL NAIL"&ITACK
$ FD5�4104"TAFLUSH,
I
FENCE POST PER TR. NO. 11283, 1
LOT 3 % N54.10'57"W(R) ° \ °s� `' FOOTING MB III/96-98
/
y.N j------------------------ 3\ \\ I
/ \ \ N46_I8'53''-W -- ----147_409m (483_62'1 ---_- 1
BLOCK I \\ \ \\ 4f1� % a \N•���, 9 �8 �2.777m (I73.15') I i r
/^ PARCEL MAP NO. 5915 \ \ N \ /
/ \ \ \ / \> M212
/. \\ P.M.B. 17/61 \\ \\ t� i > a \'R
RECORDS OF RIVERSIDE COUNTY \\ \ \\ ! N m �•. \\ 1 1 2 1 /
SET NAIL & 1 j 3 /
\ PARCEL I \ \ \ a\� w \ \ TAG "LS 4430"1
\ \ \ ---------.1-.------------------------------ �1� �. \ IN WALL 1
FOOT I NG I / 4 /
N12'A'02"W I
o \��No wo_4; \ 6.922m (22.711)I I M 4C`T/
C5 I 1 e
09 \ C2 1 L 3 f-m -.2'
A L=N //96.
M243 IM242 60 S .PARCEL 2 \ \ \ M1220 r
R�
1 \ \ SEE SHEET 5 �\ FD I" IIP W/TAG "Ls 7629"
FLUSH, PER RS 117/18-23 RIV. CO. 04-156
4nuo-Cff3-0 Z-1 123
IN THE CITTHE Y�cc OF
FCOUNE EL RI
VERSIDE,OVERSNDETHE LINIC OF PO CALIFORNIA.
TERRITORY OF SHEET 7 OF 15 SHEETS I9 RECORD OF SURVEY
q CURVE DATA
�` `• co qy F
,•py6�>�(�q�,44, PC4
DELTA RADIUS LENGTH
'dB2� r�sr�F BEING A SURVEY OF THE RIGHT-OF-WAY OF THE RE-ALIGNMENT OF STATE ROUTE 74 06°I S'37" 5.239m (50.00') 28.261m c92. 72')
,p9 106'15'37" 15.239m (50.00') 28.261m (92.72')
etriC S�•i �f �• IN PORTIONS OF SECTION 21.28,29.30 AND 3I, TOWNSHIP 5 SOUTH, RANGE 4 WEST,
9029�0 ���9?, S.B.M. COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. 06'01'52" 159.606m (523.64') 6.eo Im (55.12')
's gCysS ASSOCIATED ENGINEERS, 1 NC. MARCH 2O04 04°12'43" 7OI.041m (2300.00') 51.536m (169.OB')
II°53'52" 767.061m (2516.60') 159.283m (522.58')
SEE SHEET 8 04'47'02" 60.954m (199.98') 5.089m (16.70')
SECTION 29 T.5S., R.4W., S.B.M. C7 26'06'59" 60.954m (199.98') 27.784m (91.16')
C8 02'03'21" 70.097m (229.98') 2.515m (8.25')
4. 4' C9 22'06'32" 746.761m (2450.00') 288.IS7m (945.40')
i i ' i \ �• CIO 08'28'49" 701.041m (2300.00'I 103.762m (340.43')
' PARCEL 4 ,' PARCEL 3 / PARCEL 2 \\
STAMPED PER PMB57 7 8ACCEPTEDAS EC
OF EXISTING RW COURSE DATA
N52119'40 W (R) b� \ \ \ FD NAIL & TIN, NO TAG,DOWN 0.1' NO. BEARING DISTANCE
\ NO REF.S27'06'05"W 0.085m (0.28')
.2 LI N01°32'33E 17.704m (58.OB')
0e� \ 1g0m.�" fL EXIST.RTE.74
\ ,\ �, \ p0' 1 L2 NOI'32'33"E 0.922m (3.03')
�\ ,' �i ,' `��^'\.y?0 15p•00\ \ L3 N01°32'33"E 10.181m (33.40')
1 L4 N01°3203311E 6.787m (22.27')
RECORD i' OF �� SURVEY bpb� 1� �� c ; 11 v L5 NOI°32'33"E 4.312m (14.15')
24/68 ' b�\ PARCEL 4 ui 11� �' ,�p11 a)OD L6 N65°26'S2"E 42.489m (I 39.40')
i' RECORDS OF/RIVERSIDE COUNTY bpM �� 1 E NI �?o L7 N24°33'08"W 2.888m (9.47')
' I b'1'Q�^ ,v r 11 w LB N50'01'22"E 48.297m (I 58.45')
b, fib• y�. J\S 1c_ El (s N L9 N37'02'39"E 10.305m (33.8l')
wi , +! `� 1F 5�,� ,,. 1^N ^ %c1 PIj LIO N14°41'46"W I5.239m 150.00'I
�p '9� F ��`'vB " "Ilc ml Q-E L 1 1 N 17°49'27"E 15.239m (50.001)
m o L121 N37'02'39"E 33.839m (I I I.02')
PARCEL 3 r� -N N NF ,dE ^I w�a L13 N18'39'24"E 9.144m (30.00')
•�s90 olE�� Co n1�I L16 N00'45'IB"W 9.565m (31.38')
CO '¢m ¢d0
,� �I a w L17 N00'45'18"W 5.734m (18.81')
��\ yp Ssp�s9y�tn� \ Jy aIN o iLo I d L I8 N41.49'27"W 8.220m (26.97')
L 19 N48°10'33"E 10.058m (33.00')
_C? L20 N48'10'33"E 10.058m (33.00')
\ 16� PARCEL 2 9`�+m '•{?�`'� \� �\ Iy d ml �b L21 N41°49'27"W 8.355m 127.41')
p� \ o ,�'�• �� / 9?,��.� k\ L22 N83°01'40"W 15.079m (49.47')
C ,, "C16'S77" N A' �I 'JO ,?� )'� `�•� IH ?+j Spti w
R-30.477m (99.99') B t3'\ L23 N50'01'22"E 9.658m (31.69')
\\L=8649m 92R.38') -\\ 9y 'P2,p��9 S ^ 4 I� pI L24 N50°01'22"E 9.862m (32.36')
Irl \ i \ a NO I°32'33"E 16.968m (55.67')
3 S PARCEL MAP No. 9985 i <N L25
>�aT� 4,L p, I P ti P.M.6. 46/72 Zip v� pj d L26 N01°32'33"E 16.046m (52.64')
spry ap 0/.
^� 4/ ,! 9i A� / LI8 FD I" I P TAGGED "LS 4343". ON 0.8',
`�i`�9 c�, ^ :' A. •?. �.� poi• \ / p / PER PM 9985, PMB 46/72
'1 0 '� /SJJ2� �¢� l '•gyp �ti \ N I _ N�� l .-�i ,i ,�
y A STREET
p'\ S74'00'06"W FD 2 x 2 HUB, NO TAG, FLUSH, d �06 b^i� `? / / 0
Vb9 j�2 ~IN 1825OFPERXRS 24B68AGCED fj \b\ry�o• ` $ \pP^ I I J�'7` I J
�d'0.'�' '� �� !4<3'• C2 j 'u^ y 565'26'52"W 0.08' FROM CORNER 's F =" dro / '
\`fie 2?�9S„ bS yh yA nN ro '' , �")/ L21
,,° G,`, o, M a0 �•N Q off'"e ;/�� P/ w SURVEYOR'S NOTES:
/ /Yy ' �o \ 96'J Cg N�9.3J�Mry 4_I FD I" IP TAGGED "LS 4343" Z`'N'Plh�ry `O'r°Di F� >
� 9g UP 0.1'. PER PM 9985, PMB 46/72 "' oh/ ern • INDICATES FOUND MONUMENT AS NOTED.
�89'45'S3"W 0.10' FROM CORNER PARCEL I /!� N71--'/ �cv O
INDICATES SET I" I.P. WITH NAIL & TAG
v j^ '00 "LS 4430" FLUSH UNLESS OTHERWISE NOTED.
FD 1" IP TAGGED Cg i Ss�a / /,a'!"N ti (X.XX') INDICATES DISTANCE IN FEET.
"LS 4343". FLUSH, Bj 0 ,^� el %����+ �-
PER PM 9985, PMB 46/72 X.XXXm INDICATES DISTANCE IN METERS.
ACCEPTED AT PI OF CURVE �' $`�\\�.yp SEE DETAIL"A" sBb '`'Jj !u p' ,^„ /f,Vo E U
so AV-4
� - '/O N U
W FD I" IP TAGGED "LS 4343"• FLUSH,
PER PM 9985, PMB 46/72, N65'26'52"E y O AA
h / 0.05' FROM CENTERLINE 2/g 'I w ID' IP STAMPEDIP NO AC�RCEN23713"IPERIEU OF
^I a , !y /,,, n PM 11711 PMB 57/IB S24'44'03"W 0.16'
o
} /
0 250 500 1000
FD I" IP TAGGED "LS 4343", FLUSH, i 26,
PER PM 9985, PMB 46/72 ,' SCALE IN METERS
SCALE I:1000
DETAIL"A" i SEE SHEET 6
NOT TO SCALE RIV. CO. 04-156
2M6-�72� 12�
O »` IN THE CITY OF LAKE ELS I NORE AND THE UN I CORPORATED TERRITORY OF SHEET 8 OF 15 SHEETS 1�`
i`�➢ THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA.
RECORD OF SURVEY
"�. o' c 40y cF
°9sye° °sy�F CURVE DATA
9rs.r �� o BEING A SURVEY OF THE RIGHT-OF-WAY OF THE RE-ALIGNMENT OF STATE ROUTE 74 NO. DELTA RADIUS LENGTH
etricD /y P IN PORTIONS OF SECTION 21,28,29,30 AND 31, TOWNSHIP 5 SOUTH, RANGE 4 WEST, C 1 05'29'40" 767.06 1 m (2516.60') 73.558m (241.33')
S.B.M. COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. C2 00'20'36" 767.061m (2516.60') 4.597m (15.08')
ASSOCIATED ENGINEERS, INC. MARCH 2O04 C3 04'16'06" 701.041m (2300.00') 52.226m (171.35')
C4 0I.43'19" 995.661m (3266.60') 29.923m (98.I )
0 250 500 1000 SEE SHEET 9 C5 1 1'23'45" 203.216m (666.72') 40.419m (I 32.61')
_1S C6 03'52'41" 233.693m (766.7l') 15.818m (51.90')
p2`w 'gp3g2m / C7 02°01'07" 171.282m (561.95') 6.035m (19.80')
SCALE IN METERS N6 s\✓ N6?2p m'/ `�'� /' 1 CB 22°06'32" 746.761m (2450.00') 288.157m (945.40')
SCALE I:1000 q•OS?5'wr %�='' 3\'g668�` •/' �', \\ C9 08°28'49" 701.041m (2300.0 103.762m (340.43')
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\\ COURSE DATA0612
P5l0•9 oW EP p5m N0. BEARING DISTA
NCE
p5 F\.\) LI N14°21'34"E 3.205m (1 0.52')
L2 N75°38'31"W 1.524m (5.00')N'Z9
L3 N71.14'53"E 8.369m (27.46')
L4 N71.39'33"E 15.560m (51.05')
ON. ' 4: C+6, 'PA / 3 ma's,N ,n \ L5 N62'16'13"W 19.385m (63.60')
I pyle\ PE,P H ? S� a,$ •s 3 m \\ L6 N62°16'13"W 23.769m (77.98')
y,�' tp�ti33b\ /y -a\ o PARCEL MAP N0. 19924 \
o„A vo ^� eavZ 0y ss 3pom -po P.M.B. 22/44-48 \ SURVEYOR'S NOTES:
20• pll RECORDS OF RIVERSIDE COUNTY \ --
g9 F'p 9G� ��s 26.636p) 16� �p� \\ t♦ INDICATES FOUND MONUMENT AS NOTED.
2• N 0INDICATES SET I" I.P. WITH NAIL & TAG
'PO \ y sl °y?� m` ; a Nip PARCEL 3 \\ "LS 4430" FLUSH UNLESS OTHERWISE NOTED.
L
o o \\ (X.XX') INDICATES DISTANCE IN FEET.
i no n, n o A m
X.XXXm INDICATES DISTANCE IN METERS.
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P.M.B. 1 22/44-48
\ \s6,a Lu
RECORDS OF RIVERSIDE COUNTY
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