rs165_024-028doh -t?d i�ytrt�
COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION
8766 OF THE PROFESSIONAL LAND SURVEYORS' ACT,
THIS /d DAY OF � Ari , 202,,,4' 5
DAVID L. MCMILLAN, COUNTY SURVEYOR
L.S. 8488
SURVEYOR'S STATEMENT
LA Nq slr
�cn
* No. 8488
,r�glF of\Q
CA1.
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
RIVERSIDE CONSTRUCTION COMPANY IN JULY, 2020, AND THE CITY
OF CORONA IN FEBRUARY, 2022.
ROBERT D. VASQUEZ. FLS 7300 TE
STATEMENT OF PURPOSE:
p�L�A•
/_D
� � N
* No. 7300
JjgTF OF CA
1.
THE PURPOSE OF THIS SURVEY IS TO MONUMENT THE CENTERLINE OF CAJALCO ROAD AS SHOWN
ON CALTRANS PROJECT PLANS # 08-OJ6104, ON FILE AT THE CALTRANS DISTRICT 8 HEADQUARTERS
IN SAN BERNARDINO COUNTY, TO MONUMENT RIGHT OF WAY ACQUISITIONS FOR THIS PROJECT,
AND TO ALSO REPLACE THE EXISTING MONUMENTS THAT WERE DESTROYED DURING
CONSTRUCTION OF THE INTERSTATE 15 AT CAJALCO ROAD OVERCROSSING IMPROVEMENT
PROJECT.
SURVEYOR'S NOTES:
1. BASIS OF BEARINGS
IN THE CITY OF CORONA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
BEING A SURVEY FOR RIGHT OF WAY MONUMNTATION AS PART OF THE INTERSTATE 15 FREEWAY AND CAJALCO ROAD
BRIDGE OVERCROSS IMPROVEMENT PROJECT, LYING WITHIN SECTIONS 16 AND 17, TOWNSHIP 4 SOUTH, RANGE 6 WEST, S.B.M.
ROBERT D. VASQUEZ L.S. 7300 DAVID EVANS AND ASSOCIATES, INC.
AUGUST, 2022
SHEET 1 OF 5
RECORDER'S STATEMENT
FILED THIS DAY OF , 20 ,, AT y, 1 P .M.
IN BOOK_ OF RECORDS OF SURVEY AT PAGE ,
AT THE REQUEST OF THE COUNTY SURVEYOR.
NO. D - oD1.Zy1(/
FEE. I li .'Do
PETER ALDANA, ASSESSOR - COUNTY CLERK -RECORDER
` \ BY: �„(jl �t/�_ , DEPUTY
�E
25,55�.2�xNOCO
NZ8,3533 E NS9°42 1
� \J
80 98, T/
F
CNPP � � �
N8B8A°57W �287.901
SS1O1 5
A
THE BASIS OF BEARINGS FOR THIS SURVEY IS BASED ON THE CALIFORNIA COORDINATE SYSTEM (CCS83), ZONE VI, NAD83
(2007 EPOCH) AS DETERMINED LOCALLY BY A LINE BETWEEN CALIFORNIA SPATIAL REFERENCE CENTER (CSRC),
CONTINUOUS OPERATING REFERENCE STATIONS (CORS) CNPP AND MAT2, BEING NORTH 88-57'11- WEST. EPOCH 2O07
VALUES AND UNCERTAINTIES ARE PUBLISHED BY THE CALIFORNIA SPATIAL REFERENCE CENTER (CSRC)
(HTTP://SOPAC-CSRC.UCSD.EDU/I N DEX.PHP/PREVIOUS-DATUMS/).
2. GRID/GROUND DISTANCES
DISTANCES SHOWN HEREON ARE GRID DISTANCES. TO OBTAIN GROUND DISTANCES, DIVIDE THE GRID DISTANCES SHOWN
HEREON BY THE COMBINED SCALE FACTOR OF 0.99995252, AS DETERMINED AT POINT 1001. SEE NETWORK CONTROL
TABLE FOR CONVERGENCE ANGLE.
3. METHODOLOGY
PRIMARY CONTROL AND CADASTRAL FOUND MONUMENT POSITIONS WERE DETERMINED BY GPS STATIC AND FAST STATIC
SURVEY METHODS. EACH POINT WAS DOUBLE OCCUPIED AND TIED INTO THE PRIMARY PROJECT CONTROL NETWORK.
LEGEND
POINT DESCRIPTIONS
Nsj 2�
263E 29W 1003
\ti
0
15 \
\�s�s
\� S
\
CITY OF
CORONA
PK NAIL,
NO REFERENCE,
FLUSH.
•
INDICATES FOUND MONUMENT AS NOTED
CNPP
CNPP _SGCN_CS1999 CORONA
MAT2
MAT2 LAKE MATHEWS RESERVOIR
INDICATES CALIFORNIA SPATIAL REFERENCE CENTER
NOCO
_SGCN_CS2000
NORCO COLLEGE
A
(CSRC), CONTINUOUSLY OPERATING REFERENCE
1001
FD. 2 1/2" BRASS DISK IN CONCRETE, STAMPED: "CALIF. DEPT. OF
STATIONS (CORS)
TRANSPORTATION D8-SCN RIV-15 PM 36.7 12.31.08", 3FT EASTERLY OF THE EAST
EP OF 1-15 NORTH OF THE NB CAJALCO OFFRAMP, FLUSH WITH GROUND, PER
O
INDICATES SET 1" IP TAGGED "LS 7223", FLUSH,
UNLESS OTHERWISE NOTED
MAP ON FILE AT CALTRANS DSTRICT 8 HEADQUARTERS OFFICE.
1002
FD. 2 1/2" BRASS DISK IN CONCRETE, STAMPED:"CALIF. DEPT. OF
d
INDICATES SET VIP TAGGED "LS 7300", FLUSH,
TRANSPORTATION D8-SCN RIV-15 PM 37.2 12.31.08% 3FT EASTERLY OF THE EAST
UNLESS OTHERWISE NOTED
EP OF 1-15 NORTH END OF GUARDRAIL, FLUSH WITH GROUND, PER MAP ON FILE
AT CALTRANS DSTRICT 8 HEADQUARTERS OFFICE.
INDICATES FOUND STATE OF CALIFORNIA
1003
FD. 2 1/2" BRASS DISK IN CONCRETE, STAMPED:"CALIF. DEPT. OF
DEPARTMENT OF HIGHWAYS MONUMENT PER MAP ON
FILE AT CALTRANS DISTRICT 8 HEADQUARTERS, SAN
TRANSPORTATION D8-SCN RIV-15 PM 37.7 12.31.08% 3FT EASTERLY OF THE EAST
BERNARDINO, CALIFORNIA
EP OF 1-15 NORTH OF THE NB EL CERRITO OFFRAMP, FLUSH WITH GROUND, PER
MAP ON FILE AT CALTRANS DSTRICT 8 HEADQUARTERS OFFICE.
POINT
NORTHING
EASTING
CONVERGENCE ANGLE
CNPP
2258381.772
6149111.150
-00044'48.27"
MAT2
2257426.318
6201390.315
-00039'07.57"
NOCO
2280816.881
6161339.386
-00043'30.45"
1001
2244242.889
6177070.243
-00041'44.99"
1002
2246244.695
6175063.404
-00041'58.22"
1003
2248168.855
6173412.612
-00042'09.12"
1002
I wm AA
\\
OQ
M
7A I c� \ T�
02 C3 \
LCp ROAD \ \ SHEET 4
CA.1A \ I
Ni
SHEET 3 o°4920" 2195 TIE
I
I
LSHEET 2
INDEX MAP
N.T.S.
MONUMENT NOTE:
/
/ I
/ � I
/r
i
�1001
I
SHEET 5
s
0
JAY BENTLEY, PLS 7223, SET TAGS DURING THE 2020 SURVEY. SINCE THEN, JAY HAS LEFT
DAVID EVANS AND ASSOCIATES, INC.(DEA), AND I TOOK OVER SIGNING THE MAP. IN
FEBRUARY 2022, DEA WAS ASKED TO SET ADDITIONAL MONUMENTS. THESE MONUMENTS
WERE SET WITH MY TAG "PLS 7300".
-00041'44.99"
T2 = Z
F- o
o
z v
o
� Q
� O
1001
N.T.S.
SPIKE & WASHER
LS 4311, FLUSH
PER PMB 205/86-102.
RIV,CO, 21-389
a�..00►a�1Go
IN THE CITY OF CORONA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 2 OF 5
RECORD OF SURVEY
BEING A SURVEY FOR RIGHT OF WAY MONUMNTATION AS PART OF THE INTERSTATE 15 FREEWAY AND CAJALCO ROAD M8
BRIDGE OVERCROSS IMPROVEMENT PROJECT, LYING WITHIN SECTIONS 16 AND 17, TOWNSHIP 4 SOUTH, RANGE 6 WEST, S.B.M.
ROBERT D. VASQUEZ L.S. 7300 DAVID EVANS AND ASSOCIATES, INC. <r, 1-15 R/W AS
NOTES:
AUGUST, 2022 `r SHOWN ON
R2 = �Z
O INDICATES SET 1" IP TAGGED "LS 7223", FLUSH, UNLESS OTHERWISE NOTED. 1002 O
FD. 2 Y2° BRASS DISK IN CONC, 3FT EASTERLY OF THE Z =
INDICATES SET 1" IP TAGGED "LS 7300", FLUSH, UNLESS OTHERWISE NOTED. EAST EP OF 1-15 AT NORTH END OF GUARDRAIL, FLUSH, o
STAMPED "CALIF. DEPT. OF TRANSPORTATION D8-SCN 41
• INDICATES FOUND MONUMENT AS NOTED. RIV-15 PM 37.2 12.31.08" O
■ INDICATES FOUND STATE OF CALIFORNIA DEPARTMENT OF HIGHWAYS O �o
MONUMENT PER CALTRANS RW MAPS 989591 AND 989593, RECORDS ON r' 1001
FILE AT CALTRANS DISTRICT 8 HEADQUARTERS, SAN BERNARDINO, CALIFORNIA �� �"'y
\ SET NAIL & TAG LS 7223 SCALE: 1'=100'
CALTRANS RIGHT OF WAY PER RECORD AS SHOWN. CENTERLINE OF EAGLE GLEN PKWY IS IN CONCRETE FOOTING OF
' M1 w ESTABLISHED HOLDING M7 & M8, AND CHAIN LINK FENCE
-o- INDICATES LEAD, TACK AND TAG STAMPED "LS 7300", SET IN CURB. F= TIE FROM M5 PER (R3). JPR
-!- INDICATES LEAD, TACK AND TAG STAMPED "RCE 23956", FOUND IN CURB. PM 30156 I-15 RNV P R2 \ 6h r a.�SSeS , so' o' so' goo' 200' aoo'
R1 INDICATES RECORD DATA PER TR. 28476 MB. 270/90-102. I \ ' 03/23-29 RNV PER GRANT c'� SOy� �I
( ) \ 0' I PMB 2 DEED DOC. NO. M8 sT'9�
(R2) INDICATES RECORD DATA PER PM. 30156 PMB. 203/23-29. \ r'p cp Q, 1 2017-0120901 O.R. ��� CAJALCO ROAD C.L.
(R3) INDICATES RECORD DATA PER RSB 130/51-52. �fn� ayss \ I ui R/W PER GRANT \ REC 03/27/2017 \Q�`7S° (�7���srS ALIGNMENT "CAJ1"
(R4) INDICATES RECORD DATA PER PM. 29503-2 PMB. 205/86-102. 0 co DEED DOC. NO. to/ 6 �ti �`ti`�\ .7 , 500,7�, /`s (A) SEE SHEET 4
" " �\ a M 2017-0120901 O.R. Qr \ O, ,�
(A) INDICATES ALIGNMENT CAJ1 OF CAJALCO ROAD AS SHOWN O \ \ ° REC 03/27/2017 \ L2 { Q J - �-
IN THE PROJECT CONSTRUCTION PLANS #08-OJ6104 PROJECT 0 M1 o CJ �� �-- -�� M8 ?cP r4"i 1 \ �_ 1� (A)
ID# 0800000308, PER MAP ON FILE IN THE CALTRANS DISTRICT '9Z�\ Z L36 ETp1LB r _ 2�`'st �N S
8 HEADQUARTERS, SAN BERNARDINO, CALIFORNIA. i- \ SEED �- �,, �69�' O
(RAD) RADIAL BEARING Off' �s-'�, + RAD7 G1 l �/C16 0 �; C6 - '1 ��M8�, y Qo09°?J �O�" N28°58'00"E (RAD)
-
(RAD#) SEE RADIAL BEARING TABLE \ �,.� �Q�; I �r PPR IP N M7 `� N82°41'05"E N ► �S11j, SFN
G� /� w�l EC �`q4 L3 �34 Lam_ M5 C7v --l`27
°
M4
M3 SET 2" BRASS CAP IN CONCRETE,
STAMPED LS 7223, IN WELL MONUMENT,
FND RCE 23956 TIES, SEE DETAIL A
M3 WAS DETERMINED BY HOLDING
RECORD TIE SHOWN ON (R3) FROM M5.
`O
DETAIL F
003
°off
D^
DETAIL F
CL BC
NTS
EC
�M`12
DETAIL A
CL MONUMENT TIES
NTS
P1P'TA 11 m
CL MONUMENT TIES
NTS
i M4
BC /
6= \ co% o I _-_ ca 08•
Ora G1 / C11 L11 L12 - C�\ v�L � " C,1138 64'
\ 1-15 RM AS
L16 t, SHOWN ON
M2 _ _ M6 p ED DOCPER .
M10 eF�F� (t 84 .60 _
/ _ ''� O R/W PER GRANT R� �41 �R L-542.56' SFN
�2g �32 j' - �1% \ 2017-0146246 O.R. DEED DOC. NO. �' Q� R,1 c 2) in
/ < Ms �7� o �� 11 w - _ _ _ _ REC. 04/12/2017 2017-0087513 O.R. Q3�' 2�\ 2551/- ENO/T
vz M6 vo �� ,��� � N80°49'20"VV \ _ _ REC. 03/02/2017 �,% 3S� �(12SS00�
Me _ o``;% PARCEL A co
L21 - _ _ �;' RS 130/51-52 1-15 R/W AS r 04
G M6 L20 2195. ,
M3 L G�' '3�� SHOWN ON ''� L=860.09 ,
SET SPIKE & WASHER LS 7300 6 ?- TIE - _ _ R2 L=595.71 -
_ _ _ Q / IN CONCRETE OR ASPHALT - M11
J / L35 (TIE) M5 \
SEE SHEET 3 FOR ADDITIONAL
INFORMATION IN THIS AREA
J �
Ls TR. 28476
M5 MB 270/90-102
IMONUMENT NOTES:
M1 FOUND GEAR SPIKE & WASHER STAMPED'RCE 23956', FLUSH, PER R1.
N I M2 FOUND PK NAIL, FLUSH, NO REFERENCE, S 43°32'18" W 0.08' OF CENTERLINE INTERSECTION OF
F- BEDFORD CANYON ROAD & EAGLE GLEN PARKWAY.
ti
M3 FOUND NAIL & TAG STAMPED 'RCE' 23956, ON TOP OF MEDIAN CURB, PER R2. REPLACED WITH 2"
r- N
rn BRASS CAP IN CONCRETE STAMPED'LS 7223', IN WELL MONUMENT.
co
co M4 FOUND 1" IRON PIPE WITH TAG STAMPED'RCE 23956', ON TOP OF MEDIAN CURB, PER R2, HELD FOR
o co ANGLE FOR THE BEGINNING OF CURVE OF THE CENTERLINE OF EAGLE GLEN PARKWAY, N48°12'37"W
rn 0.07' OF CENTERLINE CORNER, BC ESTABLISHED BY HOLDING RECORD RADIUS PER R2 (ADJUSTED TO
FL-
w � I GRID LENGTH) FROM M7. SEE DETAIL F.
o co M5 FOUND 1-1/2" IRON PIPE WITH TAG STAMPED'LS 431V, FLUSH, PER R2.
N - I
M6 FOUND 2" IRON PIPE WITH TAG STAMPED'LS 7300', FLUSH, PER R3.
z M7 FOUND 1" IRON PIPE WITH TAG STAMPED'LS 4311', DOWN 0.1', PER R2.
M8 FOUND 1" IRON PIPE WITH TAG STAMPED 'LS 4311', FLUSH, PER R2.
M9 FOUND 1" IRON PIPE WITH TAG STAMPED'LS 7874', FLUSH, NO REF.
IM10 FOUND NAIL & TAG STAMPED'LS 7874' IN FENCE FOOTING, NO REF.
M11 FOUND CDOH BRASS DISK 305.40 LT, CL IMP 903+49.34, FLUSH, PER R3.
I M12 FOUND 1" IRON PIPE WITH NAIL AND TAG, ILLEGIBLE, DOWN 0.2', IN LIEU
J OF 1" IRON PIPE WITH TAG STAMPED'LS 4311, PER R2. ACCEPTED AS EC
OF CENTERLINE OF EAGLE GLEN PARKWAY, PER R2.
FD 1" IP W/ NAIL & TAG, LS 3799, DN 0.2'
PER PM 30156, PMB 203/23-29
RADIAL BEARING TABLE
NO.
DIRECTION
RAD1
N07018'39"W
RAD2
N42032'03"W
RAD3
N44030'37"W
RAD4
N26058'10"W
RAD5
N09014'52"W
RAD6
N23°40'54"W
RAD7
N24034'03"W
LINE TABLE
NO.
DIRECTION
LENGTH
L1
N80017'17"E
261.90' (261.88' R2)
L2
N80017'17"E
218.70'
L3
P�80°17'17"E
264.44' (264.39' R2)
L4
N01 022'09"E
62.76'(62.72' R2)
L5
N01 °22'09"E
62.52' (62.59' R2)
L6
N88034'29"E
63.91' (63.89' R2)
L7
N38015'32"E
146.04' (146.00' R2)
L8
N61017'39"E
341.47' (341.50' R2)
L9
N70045'09"E
90.19' (90.17 R2)'
L10
N24°51'16"W (RAD)
23.27'
L11
N82°41'05"E
119.47'
L12
N82°41'05"E
105.61'
L13
N80°17'15"E
198.05'
L14
N80°17'15"E
238.85'
L15
N12°28'43"W
62.73'
L16
N88049'03"E
247.26'
L17
N26°59'41"W
12.29' (12.29' R3)
L18
N67°27'53"E
205.82' (205.85' R3)
L19
N56039'47"W
224.80' (224.83' R3)
L20
I N82046'19"E
106.41' (106.42' R3)
L21
N07014'49"W
28.92' (28.96' R3)
L22
N49028'48"E
112.94' (112.94' R2)
L23
N49028'48"E
57.54'
L24
N07009'32"W
108.02'
L25
N31012-36"W
399.61' (399.49' R2)
L26
N29°30'35"E
110.00,
L27
N01°49'17"E (RAD)
110.00,
L28
N48055'02"W
79.34' (79.30' R2)
L29
N63058'47"E
40.76' (40.79' R2)
L30
N09042'43"W (RAD)
52.00'
L31
N 12030'23"W
98.63' (98.65' R2')
L32
N61017'39"E
96.48' (96.49' R3)
L33
N161 ° 17'39"E
244.99' (245.01' R3)
L34
N12030'23"W
1.35'
L35
N85°24'23"W
151.86' (151.86' R2)
L36
N80017'17"E
51.14'
1001
FD. 2 Y2" BRASS DISK IN CONC, 3FT EASTERLY OF
THE EAST EP OF 1-15, NORTH OF THE NB CAJALCO
OFFRAMP, FLUSH, STAMPED "CALIF. DEPT. OF
TRANSPORTATION D8-SCN RIV-15 PM 36.7 12.31.08"
CURVE TABLE
NO.
DELTA
RADIUS
LENGTH -
Cl
35013'24"
1099.95'
676.21
C2
05040'33"
(05°40'33"R2)
1099.95'
(1100.00'R2)
108.97'
(108.97'R2)
C3
15033'53"
(15°33'57"R2)
1099.95'
(1100.00'R2)
298.81'
(298.84'R2)
C4
17015'27"
(17015'30"R2)
1099.95'
(1100.00'R2)
331.31'
(331.34'R2)
C5
19039'35"
1099.95'
377.42'
C6
02024'04"
1099.95'
46.09'
C7
NOT USED
C8
18°29'24"
947.95'
305.91'
C9
16°18'35"
16°18'30"R2
1047.95'
(1048.00'R2)
298.31'
(298.30'R2)
C10
11 002'22"
1024.70'
197.44'
C11
06043'20"
978.36'
114.79'
C12
04031'17"
1145.17'
90.37'
C13
07002'54"
1255.17'
154.41'
C14
12004'06"
1255.17'
264.38'
C15
15019'11"
1165.70'
311.68'
C16
13*58'11"
1151.95'
280.86'
NOTES:
O INDICATES SET 1" IP TAGGED "LS 7223", FLUSH, UNLESS OTHERWISE NOTED.
El INDICATES SET 1" IP TAGGED "LS 7300", FLUSH, UNLESS OTHERWISE NOTED.
INDICATES FOUND MONUMENT AS NOTED.
CALTRANS RIGHT OF WAY PER RECORD AS SHOWN.
-o- INDICATES LEAD, TACK AND TAG STAMPED "LS 7300", SET IN CURB.
(R1) INDICATES RECORD DATA PER TR. 28476 MB. 270/90-102.
(R2) INDICATES RECORD DATA PER PM. 30156 PMB. 203/23-29.
IN THE CITY OF CORONA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
BEING A SURVEY FOR RIGHT OF WAY MONUMNTATION AS PART OF THE INTERSTATE 15 FREEWAY AND CAJALCO ROAD
BRIDGE OVERCROSS IMPROVEMENT PROJECT, LYING WITHIN SECTIONS 16 AND 17, TOWNSHIP 4 SOUTH, RANGE 6 WEST, S.B.M.
ROBERT D. VASQUEZ L.S. 7300 DAVID EVANS AND ASSOCIATES, INC.
AUGUST, 2022
'p1
i
SET NAIL & TAG LS 7223
IN CONCRETE FOOTING OF
CHAIN LINK FENCE
-00041'44.99"
-
0
O
z
a�
w
O
0001
SHEET 3 OF 5 d
SCALE: 1'=40'
\�5
JP� G° p1,'
QpO &I r��r,�
�, �i 20' 0' 20' 40' on, 160'
(R3) INDICATES RECORD DATA PER RSB 130/51-52. N - Jp '3 ,
(R4) INDICATES RECORD DATA PER PM. 29503-2 PMB. 205/86-102. � o o
(A) INDICATES ALIGNMENT "CAJ1" OF CAJALCO ROAD AS SHOWN 1- � ,' FD. 1" IP TAGGED "LS
IN THE PROJECT CONSTRUCTION PLANS #08-OJ6104 PROJECT PM 30156 DOC. NO. 207 011220901/ O.R. z PARCEL ' 4311" PER R2, FLUSH
ID# 0800000308, PER MAP ON FILE IN THE CALTRANS DISTRICT
8 HEADQUARTERS, SAN BERNARDINO, CALIFORNIA. REC. 03/27/2017 23313-1 �A _
(RAD) RADIAL BEARING PMB 203/23-29
FD. N&T TAGGED "LS t
(RAD# ) SEE RADIAL BEARING TABLE .� 4311 PER R2, FLUSH cod �su�91-15
°28'48"E 8.72' (8.74' R2) \ /° lb c� 1 �(R2)Ft/V11
SET NAIL & TAG I �? N49 h1 . D°'��
LS 7300 IN TOP OF iv I 3Go
N49°28'48"E 10.72' (10.66' R2) g`L ��\ \ 77, ,
RETAINING WALLI \ ��. s7�
`-" = 6 GLEN '�
rn 1 c EAGLE A./ CAJALCO ROAD C.L.
R/W PER GRANT DEED Z� N P R2) °17'17"E 268 83' (268.79� �) tiQ PO,i \ ALIGNMENT "CAJ1" (A)
Q DOC. NO.2017-0120901 O.R. I Z N80 SS
o REC. 03/27/2017 I 218•70__.� �- g)t1 �9� p�, �h� W
w o �GGED LS -! s �'° po ---�' U
� ^00 � �D11" IP T R2, FLUSH �' 1 N ?% �
z o i 2 8' N 43 PER \ w _ _ F W
O co v = c3116 50.14 " s (R2) 1629.94' (P`) to
313_8 Z 1 R=1099.95 GLEN PARS
�s cv `.I '� w O 7 L 23 0 46.09' L EAGLE 1.88 R2) _ 1 _
-� O ` V �Q4/ -Ip' PPRCE / N co 1 L _ ° , 04" C- 2g1.90 (26 �� 70.69, C' 07, \ �O ,�j�C �.�' Tl3
Q U i� i v0� / Rs1165 8g` o �'- 1 A 2 2 TAIL 8 ° '17"E — �- _ �� 1 cr 76, A �� r/O qNy \OSOQ. 863
2 m m i ?�� / L,280' / P PS w 1 SEE DE N80 17= 02, 0
uWi ? o °v I g�'� �o / .11" 195 GLEN Ep ON EC _ �- _ 49' 10. 1 �o�, rev, \ 20 3o7
�a \ N ^� / 5° 1g R'11� EAGLE p,ND NOT 30156 1 — 216. o l �� 9�s ���
sr z z I �L �1 ^
, $11 SHOWN P 3123-2g 1 °33'29" �� C'7 �79 c ,1 �3
rz: 1 13°6 N Mg 20 Z i N82041'05"E 00
/ DP �� R21 �— 1 cr coo IZ is 39' R2) R=1049 , " 1 �_
„ RAp) cs, 2g4 44 (264_` L_65 20 p FD. 1 1/2" IP TAGGED irk
° 5 1 'o col W 1,35 LS 4311 PER R2,
3 P 1 n� � N N07 18 39 W (- �- - " —_ ' o /
"vJ 2 NOS F �D 17 0 P P `- - - —� N12°3023 '37"E FLUSH
° 1'1y EF' $ O & N 1 7p w_ cq "E �- N77°2g
N685 NO��O� .� px GCE 1' 1 -I-I N80°1717 �- 35.74
Po '18 SAG &� 31� , 21� �Al `L �— i R� 1
�� �T FO'PSN s� N��N� �NEZOPp 7°15" " `,371 �2 L,6�6• p p.R 1 1 PARCEL ►.I80°17'15�8 85 M9EAGLE AY N�� d�`72° 72SS7), ���/ �v OI
2 0 Fv N,�� , 0 Gp,N p 1 1g°3g35 I 23311-1 W - h
ti Fz P p= 1 47' °41'05"E PAR R2) Z OAD o o
�0 O gEpFOQ PR,FN / A` L,2g8 3, 10 -- g8, ° , " 119. N82 RIW ( 7+ 115 RNV °o
� G�.EN / `� Lc29� L.276 L�=6°43'20" 1 N82 4105E 105.61 Z �.�2sQ C7S\�(R2)
G 978.36' L=114.7 " 198.05 , R2) n, 8'
ologgg5 s10�7 g5'0, 311.3 R- 1 14 i7'15 N 7,15"N 436.90' (437.10 � -46 23RCE1 \ 1(
�� R 10�80 PARCEL 4' I N80 1 w
�pQ , \� � ! PG`' " R � 1�195, g7 � ,Og^ti I � M10
°1a35o" G R' 70°!�5 7� I RNV PER GRANT DEED i C8s0
D�166°1a3 �� 02��0 N g, lg0 DOC. NO. 2017-0146246 O.R. N88°49'03"E 247.26' i 09'
5" �c9' 01 " 1 1 \ I
,16 _ _ _ _ _ N R 90 \ \S6° 1 REC. 04/12/2017 _ N29000'52"E (RAD) _j
D q;A1"� D °p222 - _ _ _ _ / FD. 2" IP TAGGED "LS
N630
A0-16�31 �11 �1�0��31a5 FZ31 \ 7300" PER R3, FLUSH RNV PER GRANT DEED -q-
1�4�9 p,1 R�, l3 �q; lg6 �9 �2p5 g2 l20 0 ' 11 0�- - _ _ _ _ _ _ _ - R0) �`Z`� DOC. NO. 2017-0087513 O.R.
W A3 3 ,y3^E o o�G - - _ _ _ _ - 1 \ REC 03/02/2017 6, /
,19.�210�232� /61°Z� o\\ 6, ► O ``- _ C3 \ EC
�� \ n - SET MAG NAIL TAGGED "LS
W �116� P` ZOj / d cL ar I ----_____ 7223" ON EDGE OF /
�2�° `i`' ,�� ^ FD. 2" 1PTAGGED "LS N \ I rn `- CONCRETE CURB W/TIES. 6'�
�G �3, .3g j31 7300" PER R3, FLUSH 1 Z I N80°49� " ' - - - _ _ _ /8
°11 ��� N26°59'41"W \ I 20 W 2195. --_
Q`v` 912�5' 12.29' (12.29' R3) o TIE _ _ /
FD. 1.5" IP TAGGED "LS Z 7'0 SHEET NO 1
/ 2 4311" PER (R2), ,
DESTROYED DUE T
CURVE TABLE
NO.
DELTA
RADIUS
LENGTH
C15
07002'54"
1255.17'
154.41'
C16
02043'50"
1255.17'
59.82'
C17
02°15'38"
1255.17'
49.52'
C181
02017'22"
1 1255.17'
1 - 50.15'
O
CONSTRUCTION, SET 1" DETAIL B
IP STAMPED LS 7223", CL MONUMENT TIES
FLUSH.
NTS
NOTES:
O INDICATES SET 1" IP TAGGED "LS 7223", FLUSH, UNLESS OTHERWISE NOTED.
El INDICATES SET 1" IP TAGGED "LS 7300", FLUSH, UNLESS OTHERWISE NOTED.
• INDICATES FOUND MONUMENT AS NOTED.
CALTRANS RIGHT OF WAY PER RECORD AS SHOWN.
- I INDICATES LEAD, TACK AND TAG STAMPED "LS 7300", SET IN CURB.
(R1) INDICATES RECORD DATA PER TR. 28476 MB. 270190-120.
(R2) INDICATES RECORD DATA PER PM. 30156 PMB. 203/23-29.
(R3) INDICATES RECORD DATA PER RSB 130151-52.
(R4) INDICATES RECORD DATA PER PM. 29503-2 PMB. 205/86-102.
(A) INDICATES ALIGNMENT "CAJ1" OF CAJALCO ROAD AS SHOWN IN THE PROJECT
CONSTRUCTION PLANS #08-OJ6104 PROJECT ID# 0800000308, PER MAP ON FILE
IN THE CALTRANS DISTRICT 8 HEADQUARTERS, SAN BERNARDINO, CALIFORNIA.
(RAD) INDICATES RADIAL BEARING
(RAD#) SEE RADIAL BEARING TABLE
FD. 1" IP & PLUG LS 4933, UP 0.10' PER
PMB 205/85-102 & CR 00-189
on
.41
J
FD L&T, LS 4311, IN
CONC V-DITCH; 0.51'
? / S31 °20'58"E RM
/ ANGLE POINT
IN THE CITY OF CORONA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
BEING A SURVEY FOR RIGHT OF WAY MONUMNTATION AS PART OF THE INTERSTATE 15 FREEWAY AND CAJALCO ROAD
BRIDGE OVERCROSS IMPROVEMENT PROJECT, LYING WITHIN SECTIONS 16 AND 17, TOWNSHIP 4 SOUTH, RANGE 6 WEST, S.B.M.
ROBERT D. VASQUEZ L.S. 7300 DAVID EVANS AND ASSOCIATES, INC.
/ P-
/
h /
\091 /
;�- BC
/ \ �9
pppp / \'66.
b-
-cf-
ON R4
� R/W PER20
N R4
'1' 2° ��. �j o FD 1" IP & PLUG LS
-ao' 4311, FLUSH PER RS
70. �ry� 106/61-63
R� \ \ 304 pg. (3 326"'W
R,. 9S 98, da7S \ \ 8 R4)
\
24A 00,
2?
488' 22\
4'.s8. R4)
R4)
INTERSTATE 15
ALIGNMENT "115" (A) CAJALCO ROAD C.L.
ALIGNMENT "CAJ1" (A)
2�sp� "115" 1944+95.67 POT A =
"CAJ1" 27+73.66 POT (A)
'9J 53
N82°41'05'E 1629.94' (A)
(P �-- --�
DETAIL C
CL MONUMENT TIES
NTS
PM 29503-2
PMB 205/86-102
AUGUST, 2022
15.44'
EC
18.01' / ��92•
1
1 `
-d-
DETAIL D
CL MONUMENT TIES
NTS
/ SET 1"IPW/
y TAG LS 7223, RPER
/ FLUSH R44
88.26' 330.13'
(88.25' R4) N89017'47"W 446.02' (445.98' R4)
N13°43-14"W (RAD)
73.95'
�,p6°24'19" L'
_ `Co Rop,D
CA,1A
F 2" BRASS CAP IN CONCRETE, STAMPED LS
«<3, IN WELL MONUMENT.
SEE DETAIL "C"
D=16°5$58„
"B"
PARCEL
2� PER
GRANT DEED
o° DOC. NO. 2008-0672262 O.R.
"oa RECORDED 12/26/2008
o�
cP
'oaI't 0 ,
— — N89059'01 "W
9.99' (TIE)
70. 1�
SET 1" IP, TAGGED "LS 7300"9
FLUSH, N89059'01 "W, 9.99'
OF POSITION.
DETAIL E
RW CORNER TIE
SEE SHEET 5
NTS
R/W PER GRANT DEED
DOC. NO. 2020-0038995 O.R.
13 REC. 01/27/2020
FD 1 1/2" IP & TAG, LS
4311, UP 0.20' PER RS
106/61-63
„E 171.6V
N77°2o'02 ' R4)
1A7169
27.63' 10,3g"
D �9.
L 1?
1
R4.roil
\FD 1" IP & PLUG LS
4311, UP 0.20' PER RS
106/61-63
ao,2\5 •001 aylu
SHEET 4 OF 5
-00041'44.99"
� O
O 2
z v
o
a�
cD
1001
SCALE: 1'=60'
30' 0' 30' 60' 120' 249
SET 2" BRASS CAP IN CONCRETE, STAMPED
LS 7223, IN WELL MONUMENT.
SEE DETAIL "D"
R/W PER GRANT DEED
DOC. NO.2020-0038995 O.R.
REC. 01 /27/2020
SET LEAD & TACK
LS 7300
IN CONCRETE
\ <s1
\cam
M - �
°�°'^ M
W
W
\�
to
\O
W
20.42'
\
\�
W
PARCEL 23310-8
QQR1O
o6
233
9 00
R,2 2 9 8 �ZoGO oMZg5o3 7- EC
oN
/ NoIV�o�1b0102
QM6 55lPlJ 9116ag /
fa vl
\ ll
N65° oRO.rte I
i GP�P�G
G\.-
SEE SHEET 5
FD 1" IP & PLUG LS 4311, IN
ISLAND MEDIAN PER RS
106/61-63
SHEET 5 OF 5
IN THE CITY OF CORONA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
FD 1" IP w/ NAIL & 503-2 P 4311,G 205/86-FLUSH,102R PM 29503-2 PMB PM 17220
BEING A SURVEY FOR RIGHT OF WAY MONUMNTATION AS PART OF THE INTERSTATE 15 FREEWAY AND CAJALCO ROAD
BRIDGE OVERCROSS IMPROVEMENT PROJECT, LYING WITHIN SECTIONS 16 AND 17, TOWNSHIP 4 SOUTH, RANGE 6 WEST, S.B.M. PMB 95/45
ROBERT D. VASQUEZ L.S. 7300 DAVID EVANS AND ASSOCIATES, INC.
NOTES: AUGUST, 2022 TEMESCAL CANYON RD AS SHOWN AND
NOTED ON PM 17220 PMB 95/45
O INDICATES SET 1" IP TAGGED "LS 7223", FLUSH, UNLESS OTHERWISE NOTED. TEMESCAL CANYON RD AS SHOWN AND ��`
NOTED ON PM 29503-2 55 FD 1" IP WITH NAIL & TAG, LS 7163,
El INDICATES SET 1" IP TAGGED "LS 7300", FLUSH, UNLESS OTHERWISE NOTED. PMB 205/86-102 mac, FLUSH, NO REF, ACCEPTED AS BC
CAJALCO RD CL PER PM 17220,
• INDICATES FOUND MONUMENT AS NOTED.
d= a�° PMB 95/45
INDICATES FOUND STATE OF CALIFORNIA DEPARTMENT OF HIGHWAYS MONUMENT PER �2'L�N a �,
• MAP ON FILE AT CALTRANS DISTRICT 8 HEADQUARTERS, SAN BERNARDINO, CALIFORNIA P M 29503_ 2 O n s
�o
- 210 e",
PMB 205/86-102
�- CALTRANS RIGHT OF WAY PER RECORD AS SHOWN. °o PM
-a- INDICATES LEAD, TACK AND TAG STAMPED "LS 7300", SET IN CURB. 4 N65 �649 PMggy1�51
� l2 0?
1122 /
5
R/W PER GRANT DEED
DOC. NO. 2020-0038995 O.R. SSNO 2 CAJALCO RD AS
REC. 01/27/2020 12 p P gg03' / SHOWN AND NOTED
GO� Lg L9 \,QM2 ON PM 17220 PMB
01
$6.,\g2 / 95/45
� L11 g N24
R/W PER GRANT DEED \ �, 13 6 �%P�G ��1 / FD S&W, LS 4311,
DOC. NO.2020-0038995 O.R. 2� 1a FLUSH, PER PMB
REC. 01/27/2020 ��\ �� 6 L16 � \,� � 312 � 11l,\6gg• / 205/86-102 \
SET LT&T IN _ L14 L13
\ FD 1 1/2" IP & WALK, LS 7300
2 TAG, LS 4311, L2
FD 1" IP & PLUG, \ a'° UP 0.20' PER G1 EC '" \ �'o. GE\' „�(J11 / -00 41 44.99„
LS 1RS 106/61-63
PER RS106 611-63 �$ cp.
P PR E
L1 6
2ll
1�GO �T ' \� / O
\4 a . \o 2 GP�PL N 215. ro& �5 z 2
\. / U
N 13°43' 14«W 1 L5 10.2'o " EE
or� G N6yo p,2g1o! 1 p`L o
-- °p,'���• FD 1" IP & PLUG LS 4311, IN ,p'\/
2624'67 �g6 �2'��1 �5 ISLAND MEDIAN PER RS ,-lip
p.16 L_77T ,97 ��2�3 106/61-63
O O
1001
/ SCALE: 1=100'
CAJALCO ROAD p6 R/W PER CALTRANS
C.L. ALIGNMENT '��� R/W MAP NO.989583 /
"CAJ1" (A) AND 989584
W \ / 50' 0' 50' 100, 200' 400'
N
Lu
Lu
hcb 4
r /
MAT CHLINE BELOW
\ \ / '„�....■ �"' R\W PER GRANT DEED
DOC. NO.2017-0087512 O.R.
Z / RECORDED 03/02/2017
50 0
o
rn / LL\ ,ALL
ir
M it M
Q
RAN PER CALTRANS / y o
RM MAP NO.989583 7.
s AND 989584 / RAW PER GRANT DEED sr�O� PARCEL 23309-1
�► / DOC. NO.2017-0087512 O.R. 6= PER GRANT DEED
/ RECORDED 03/02/2017 'A
s DOC. N0.2017-0087512 O.R.
o - - RECORDED 03/02/2017
/ SET N&T,
LS 7300, IN
/ FENCE
/ SET N&T, FOOTING
PARCEL 23309-1 LS 7300,
/ PER GRANT DEED IN MOW STRIP R/W PER 2�0°
DOC. NO.2017-0087512 O.R. CALTRANS
/ RECORDED 03/02/2017 R/W MAP NO. '-w° c��s
1001 m/ 989582 qC'r,�
w
2
PARCEL "B"
Nam° PER GRANT DEED w%
\ o DOC. NO. 2008-0672262 O.R.
RECORDED 12/26/2008 00>
CURVE TABLE
NO.
DELTA
I RADIUS
LENGTH
Cl
8-17-44"
2549.00'
369.06'
LINE TABLE
NO.
DIRECTION
LENGTH
L1
N76°28'11"E
49.95'
L2
S20019'35"W
20.42'
L3
S65°42'08"W
209.58'
L4
S77020'02"W
171.68'
L5
N89°17'47"W
27.63'
L6
S65042'07"W
244.45'
L7
N24003'27"E
32.10'
L8
S65001'25"W
11.03'
L9
S26002'03"E
8.52'
L10
N60002'07"E
17.27'
L11
N2002228"E
31.28'
L12
S65042'08"W
229.40'
L13
S69040'07"E
15.66'
L14
N20019'35"E
10.90,
L15
N66017'31"E
56.00'
L16
S69040'07"E
15.25'
PARCEL "B"
� w� PER GRANT DEED
DOC. NO.2008-0672262 O.R.
R/W PER CALTRANS
S o RECORDED 12/26/2008
R/W MAP N0.989583 \),
O'
�ssu?96, 2� ^ry�00�
cP, O ti moo, a 04i �L
4k,
C� O'
�N� 002,, Q� o GAO I
\ SET N&T, �cS`
LS 7300,
IN FENCE 6=
FOOTING �cJ
R/W PER GRANT DEED
DOC. NO.2017-0087512 O.R.
RECORDED 03/02/2017 FD. 1" IP, LS 3799, UP 0.2' PER
NOTES: (CONY) Z� RS 82/94-95; ACCEPTED AS
(R1) INDICATES RECORD DATA PER TR. 28476 MB. 270/90-102. POINT ON CALTRANS R/W
j
(R2) INDICATES RECORD DATA PER PM. 30156 PMB. 203/23-29. >�?s ar'o R/W PER
(R3) INDICATES RECORD DATA PER RSB Lop130/51-52. `r�Qs`�>r, CAR/W MAP
(R4) INDICATES RECORD DATA PER PM. 29503-2 PMB. 205/86-102. �� �, SET 1" IP, TAGGED "LS 7300", NO. 989582
(R5) INDICATES RECORD DATA PER CALTRANS R/W MAPS 989582, 989583 AND 6' FLUSH, N89059'01"W, 9.99' OF
989584, PER MAP ON FILE IN THE CALTRANS DISTRICT 8 HEADQUARTERS, SAN \ POSITION. SEE DETAIL E ON FD. 1" IP, LS 3799, LEANING SLIGHTLY IN
BERNARDINO, CALIFORNIA. SHEET 4 LIEU OF 1" IP, RCE 17532 PER TR. NO.
(A) INDICATES ALIGNMENT "CAJ1" OF CAJALCO ROAD AS SHOWN IN THE 32538, MB 387/69-80, ACCEPTED AS
PROJECT CONSTRUCTION PLANS #08-OJ6104 PROJECT ID# 0800000308, POINT ON CALTRANS R/W
PER MAP ON FILE IN THE CALTRANS DISTRICT 8 HEADQUARTERS, SAN
BERNARDINO, CALIFORNIA. _— .• ..
(RAD) RADIAL BEARING CHLINE ABOVE
(RAD#) SEE RADIAL BEARING TABLE
LTT LEAD, TACK AND TAG
N&T NAIL AND TAG