913u_rwN.T.S.
I
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Y �
SCALE: 1" = 1000'
PO
SNA
o
Z a
o
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�2
J
P
�' 91
15
v \
4000
3000
as
1000
800
600
400
200
0
T = - 00-35-31
(AT CENTERLINE CAJALCO ROAD
B.C.STA. 619+94.33)
P
BURE N NV E NUE
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i Y
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Lp ROAD o CAJALCO O ROAD
3
9 r
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9+ o 0
a 9�
DRIv SANTA RQSA
E
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE
CALIFORNIA STATE PLANE COORDINATE SYSTEM, CCS83,
ZONE G. BASED LOCALLY ON GPS CONTROL STATIONS
"METZ". "FAULT" AND "LAST". EPOCH 1992.9.
NOTE:
ALL DISTANCES SHOWN ARE GRID DISTANCES. UNLESS
SPECIFIED OTHERWISE. GROUND DISTANCES MAY BE
OBTAINED BY MULTIPLYING GRID DISTANCES BY A
COMBINATION FACTOR OF 1.000084037.
INDICATES FOUND MONUMENT AS NOTED.
0. \DGN\CAJALCO\CAJALCO.DGN
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RIVERSIDE COUNT
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COUNTY OF RIVERSIDE
TRANSPORTATION DEPARTMENT
DAVID E. BARNHART. DIRECTOR
COUNTY SURVEYOR DIVISION MARK S. BERNAS. COUNTY SURVEYOR
9 -fie •9�� %/�
APPROVED: S. 4nm wk -'
DATE: Aoro 9. 1490
�CFA::i IC�C��
936LlMRs lug Z=g000°
IN THE COUNTY OF RIVERSIDE. STATE OF CALIFORNIA REVISIONS
UVLIOLJ VVLfVII���L=J� Q1 REVISED REFERENCE
PROJECT: CAJALM ROAD
LIMITS: HARLEY JOHN ROAD TO CLARK STREET
VICINITY: SEC -12, TOWNSHIP 4 SOUTH, RANGE 5 WEST. S.B.M. 8
SEC'S.7.8 & 9. TOWNSHIP 4 SOUTH, RANGE 4 WEST, S.B.M. 1 . DESCRIPTIONS
REFERENCES:
MB 99/21-24. RS 35/46
RS 53/7. RS 62/58. PM 26/48
RIV.CO.SUR. MAP 818-0
RCFB 2134/514
RCFB 2175/5934
SHEET 1 OF 8 SHEETS
913-U
0
DRAWN BY: D. DOERS
D.D.D.
9/1/98
CHECKED BY: K.D.T.
WORK ORDER NO.: A3-0424
FIELD BOOK NO.: 2181
SURVEY NO.: 5994
INITIAL
DATE
SCALE: 1" = 100'
REFERENCES:
MB 99/21-24. RS 35/46
RS 53/7. RS 62/58. PM 26/48
RIV.CO.SUR. MAP 818-0
RCFB 2134/514
RCFB 2175/5934
SHEET 1 OF 8 SHEETS
913-U
0
Y = - 00-35-31 9T
400
SCALE: 1" = 100'
300
200
100
80
60
40
20
0
Y = - 00-35-31
(AT CENTERLINE CAJALCO ROAD
B.C.STA. 619+94.33)
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE
CALIFORNIA STATE PLANE COORDINATE SYSTEM. CCS83
ZONE 6. BASED LOCALLY ON GPS CONTROL STATIONS
"METZ". "FAULT" AND "LAST". EPOCH 1992.9.
NOTE:
ALL DISTANCES SHOWN ARE GRID DISTANCES. UNLESS
SPECIFIED OTHERWISE. GROUND DISTANCES MAY BE
OBTAINED BY MULTIPLYING GRID DISTANCES BY A
COMBINATION FACTOR OF 1.000084037.
INDICATES FOUND MONUMENT AS NOTED.
FD. 1',2' I.P. W/TAG WD. "LS 3259". UP 0.2'. W/OLD 4"X 4"
_ & (2) 2" DIA. GUARD POST. 650' +/- NORTH OF CAJALCO RD.
t-- - INT. W/HARLEY JOHN & SMITH RD. (ON PROJECTION OF SMITH RD.).
' AND 250' +/- NE'LY OF HARLEY JOHN RD.. (ALONGSIDE HORSE O
STABLE FENCE). Q
I p1
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r, r- . a . r r� •
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SET 2"X 2" HUB W/NAIL & RIV. CO.
FD. COPPERWELD MON. STAMPED "R.C.E. 862", FL., CENTERLINE FL.. OVER 1" I.P. W/RIV. CO. SUR.
INT. CAJALCO RD. & GUSTIN RD.. PER MB 99/21-24. ----- FOR E.C. CAJALCO RD. PER R.C.F.B.& MB 99/21-24.
\
\ e
i
SUR. TAG W/"X" TIES
PLAS. PLUG DN. 1.2'.
1064. SUR. NO. 4461
ROAD1 ,
1/4 COR. SEC' �
12 & 7
R = 1299_89_,—� = 492_22' ----------------------- _ 846.22' -- N 89-08-35 W
A ---
A <.,
00
+
CD
' FD. BASE OF COPPERWELD MON. (NO CAPI. BENT FOR J `�
I CENTERLINE INT. COWAN RD. & CAJALCO RD.. PER \
MB 99/21-24. `
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w I� DN. 1.3 W/`�X TIES. SET 2,, X 2 HUB /
Irn W/NAIL & RIV. CO. SUR TAG FLUSH PER
SET 2"X 2" HUB W/NAIL & RIV. CO. SUR. TAG W/"X" TIES
FLUSH. OVER 1" I.P. W/RIV. CO. SUR. PLAS. PLUG &
•�, D/ G \o ALUMINUM TAG STAMPED "1/4 COR. SEC. 7. SEC. 12", DN.
/ J'p. 1.2'. PER R. C.F. B. 1064, SUR. NO. 4461 & MB 99/21-24,
�\ RS 35/46 & RIV. CO. SUR. MAP 818-C.
s '
\
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Q\
4 ,
�`0 -- FD. 1" I.P. W/RIV. CO. SUR. PLAS. PLUG
RCFB 1064\�
a � ,-----"- -. SUR. NO. 4461. MB 99/21-24, DN. 1.4' W/"X" TIES. SET 2"X 2" HUB \
= I FOR CENTERLINE B.C. CAJALCO ROAD. / \
/ W/NAIL & RIV. CO. SUR. TAG FLUSH PER --------
I RCFB 1064. SUR. NO. 4461. MB 99/21-24.
FOR CENTERLINE B.C. CAJALCO ROAD.
I /
I'
f
- - '223.71' CIDQ _ 35-1 669.9q -��
-----------------'--------- R
N 88-59-16 W
a�• I ,
x I ti FD. 1" I.P. W/RIV. CO. SUR. PLAS. PLUG
' DN. 1.1' W/"X" TIES. SET 2"X 2" HUB
I ti `-----"--'- W/NAIL & RIV. CO. SUR. TAG FLUSH PER
I co RCFB 1064. SUR. NO. 4461. MB 99/21-24.
CD ' � FOR CENTERLINE E.C. CAJALCO ROAD.
' SET 2"X 2" HUB W/NAIL & RIV. CO. SUR. TAG W/"X" TIES
FLUSH. CENTERLINE INT. CAJALCO RD. & HARLEY JOHN RD..
I SMITH RD.. OVER 1" I.P. W/RIV. CO. SUR. PLAS. PLUG DN.
1.3' PER R.C.F.B. 1064. SUR. NO. 4461 & MB 99/21-24.
s '
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to i
I
I
COUNTY OF RIVERSIDE
TRANSPORTATION DEPARTMENT
DAVID E. BARNHART, DIRECTOR
L COUNTY SURVEYOR DIVISION I MARK S. BERNAS. COUNTY SURVEYOR
APPROVED:
DATE:
w
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-- 660.27' --N 88-45_29-E -_
IN THE COUNTY OF RIVERSIDE. STATE OF CALIFORNIA
n n����� Hap
REVISIONS
DRAWN BY: D. DOERS
REFERENCES:
Q1
REVISED REFERENCE
D.D.D.
9-1-98
CHECKED BY: K.D.T.
MB 99/21-24. RS 35/46
RS 53/7. RS 62/58. PM 26/48
PROJECT: CAJALCO ROAD
WORK ORDER N0.: A3-0424
RIV-CO-SUR- MAP 818-C
FIELD BOOK NO.: 2181
RCFB 2134/514
LIMITS: HARLEY JOHN ROAD TO CLARK STREET
RCFB 2175/5934
SURVEY NO.: 5994
VICINITY: SEC.12. TOWNSHIP 4 SOUTH. RANGE 5 WEST. S.B.M. &
SEC' S.7.8 & 9. TOWNSHIP 4 SOUTH, RANGE 4 WEST. S.B.M.
SHEET 2 OF 8 SHEETS
W.
DESCRIPTIONS
61 NITIAL
DATE
SCALE: 1" = 100'
913-U
i � 1
s � _
I
I
w
z
J
z
0
F—
U
W
V)
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE
CALIFORNIA STATE PLANE COORDINATE SYSTEM. CCS83
ZONE 6. BASED LOCALLY ON GPS CONTROL STATIONS
"METZ". "FAULT" AND "LAST". EPOCH 1992.9.
NOTE:
ALL DISTANCES SHOWN ARE GRID DISTANCES, UNLESS
SPECIFIED OTHERWISE. GROUND DISTANCES MAY BE
OBTAINED BY MULTIPLYING GRID DISTANCES BY A
COMBINATION FACTOR OF 1.000084037.
INDICATES FOUND MONUMENT AS NOTED.
400
Y = - 00-35-31
V"
/I� y 100
SCALE:' 1 "�= 100' 80
60
40
20
0
n
V) V)
z z
O
0
ll
z
0
U
W
to
---1/4 COR. SEC'S.
12 d 7
1
p�
Q I
0
I
I
p I FD. OLD 2"X 2" W/NAIL FL. IN PAVE. PATCH. PER RIV.CO.
C) ff------- SUR. MAP 818-C. MONUMENT DESTROYED BY CONSTRUCTION. SET
U� 1'„2' DIA. COPPER CAP. FLUSH. CAP MKD."RIV.CO.TRAN.DEPT."
' W/STATIONING AS NOTED, PER T.B. 107712
FD. 1” I.P. W/PLAS. PLUG STAMPED z T.B. 108/3A
"RCE 4568". FL. PER RIV. CO. SUR. z ,'
MAP 818-C. I.P. DN. 0.5' DUE TO ROAD
CONSTRUCTION. PER T.B. 107742-3-7-.CAJALCOT.B. 108/1 A { f N 88-45-29 E TO CIL INT. WOOD ROAD
---------- 660.27` ---- N 88=45-29 E -------
-----------------2319.25_ ---------
-------------------
190.30' I -----------1037.22!---------------- N 88_45-29 -------------------- ------------
N 88-45-29 E
CD 1-0
+
M i M
i co
M i lfl
L" "' FD. 2"X 2" W/RIV. CO. SUR. TAG & "X" TIES FL. IN PAVE. PATCH.
' ------ PER RIV. CO . SUR. MAP 818-C. FOR CENTERLINE INTERSECTION
f` CAJALCO ROAD & UN -NAMED DIRT ROAD. MONUMENT DESTROYED BY
CONSTRUCTION. SET 1'-2" DIA. COPPER CAP. FLUSH. CAP WD.
"RIV.CO.TRAN.DEPT." WITH STATIONING AS NOTED. PER T.B. 10?yl
SET 2" X 2" HUB W/NAIL & RIV. CO. SUR. TAG W/ X„ TIES T.B. 108/2 A
L------ FLUSH. OVER 1” I.P. W/RIV. CO. SUR. PLAS. PLUG &
ALUMINUM TAG STAMPED "1/4 COR. SEC. 7. SEC. 12". DN.
1.2'. PER R.C.F.B. 1064. SUR. NO. 4461 8 MB 99/21-24.
RS 35/46 & RIV. CO. SUR. MAP 818-C.
W
z
J
Ni
W
W
N
9 13-U
Y = - 00-35-31
(AT CENTERLINE CAJALCO ROAD
a--
F —
B.C.STA. 619+94.33)
c/
k rs
1
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r,% i 1 a i- r� � a
F! / 1/11 `. 1 < IVI
n
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ll
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0
U
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to
---1/4 COR. SEC'S.
12 d 7
1
p�
Q I
0
I
I
p I FD. OLD 2"X 2" W/NAIL FL. IN PAVE. PATCH. PER RIV.CO.
C) ff------- SUR. MAP 818-C. MONUMENT DESTROYED BY CONSTRUCTION. SET
U� 1'„2' DIA. COPPER CAP. FLUSH. CAP MKD."RIV.CO.TRAN.DEPT."
' W/STATIONING AS NOTED, PER T.B. 107712
FD. 1” I.P. W/PLAS. PLUG STAMPED z T.B. 108/3A
"RCE 4568". FL. PER RIV. CO. SUR. z ,'
MAP 818-C. I.P. DN. 0.5' DUE TO ROAD
CONSTRUCTION. PER T.B. 107742-3-7-.CAJALCOT.B. 108/1 A { f N 88-45-29 E TO CIL INT. WOOD ROAD
---------- 660.27` ---- N 88=45-29 E -------
-----------------2319.25_ ---------
-------------------
190.30' I -----------1037.22!---------------- N 88_45-29 -------------------- ------------
N 88-45-29 E
CD 1-0
+
M i M
i co
M i lfl
L" "' FD. 2"X 2" W/RIV. CO. SUR. TAG & "X" TIES FL. IN PAVE. PATCH.
' ------ PER RIV. CO . SUR. MAP 818-C. FOR CENTERLINE INTERSECTION
f` CAJALCO ROAD & UN -NAMED DIRT ROAD. MONUMENT DESTROYED BY
CONSTRUCTION. SET 1'-2" DIA. COPPER CAP. FLUSH. CAP WD.
"RIV.CO.TRAN.DEPT." WITH STATIONING AS NOTED. PER T.B. 10?yl
SET 2" X 2" HUB W/NAIL & RIV. CO. SUR. TAG W/ X„ TIES T.B. 108/2 A
L------ FLUSH. OVER 1” I.P. W/RIV. CO. SUR. PLAS. PLUG &
ALUMINUM TAG STAMPED "1/4 COR. SEC. 7. SEC. 12". DN.
1.2'. PER R.C.F.B. 1064. SUR. NO. 4461 8 MB 99/21-24.
RS 35/46 & RIV. CO. SUR. MAP 818-C.
W
z
J
Ni
W
W
N
9 13-U
W
z
J
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE
CALIFORNIA STATE PLANE COORDINATE SYSTEM. CCS83,
ZONE 6. BASED LOCALLY ON GPS CONTROL STATIONS
"METZ". "FAULT" AND "LAST". EPOCH 1992.9.
NOTE:
ALL DISTANCES SHOWN ARE GRID DISTANCES. UNLESS
SPECIFIED OTHERWISE. GROUND DISTANCES MAY BE
OBTAINED BY MULTIPLYING GRID DISTANCES BY A
COMBINATION FACTOR OF 1.000084037.
0 INDICATES FOUND MONUMENT AS NOTED.
I
I
i
I
I
Y = - 00-35-31
SCALE: 1" =100'
400
300
200
100
80
60
40
20
0
Y = - 00-35-31
(AT CENTERLINE CAJALCO ROAD
B.C.STA. 619+94.33)
ROAD 8 WOOD ROAD. & 1,4 COR. SEC'S.
7 & 8. PER TIE BOOK 99/162 ,
LL)
FD. 60d
NAIL 8, TIN DN. 0.1 rum
L.U.
8 RCFB 2175. SUR. N0. 5934 8 RIV.
z
PER RIV. CO. SUR. MAP 818-C. MONUMENT DESTROYED
I CAJALCO
ROAD PER RCFB 1025. SUR.
N0. ---------;
,
J
BY CONSTRUCTION. SET 11/2" DIA. COPPER CAP. FLUSH.
-------� I 4427, PG.
I
2 8 RIV. CO. SUR. MAP
818-C.
z
�
OVER I.P. CAP WD. "RIV.CO.TRAN. DEPT. C/L B.C.".
', MONUMENT
� I
DESTROYED BY CONSTRUCTION.
CD
T.B.
1Q8/4 i
® �I
1 il% a 1 r7
SET 11,2"
F—
WD.
'
t 1 11%1 I
T
"RIV-CO.
� � I �
TRAN. DEPT.. C/L E.C.".
i♦ a I r%
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F! I Illi ` F. 1%11
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FD. 2"X 2" HUB W/NAIL d RIV. CO. SUR. TAG W/"X" TIES. FL.
I
I
i
I
o
IN PAVE. PATCH. ACCEPTED AS BEING OVER 1" I.P. W/ILLEGIBLE
Q
PLAS. PLUG. DN. 3.0' FOR CENTERLINE INTERSECTION CAJALCO-----------,
�
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE
CALIFORNIA STATE PLANE COORDINATE SYSTEM. CCS83,
ZONE 6. BASED LOCALLY ON GPS CONTROL STATIONS
"METZ". "FAULT" AND "LAST". EPOCH 1992.9.
NOTE:
ALL DISTANCES SHOWN ARE GRID DISTANCES. UNLESS
SPECIFIED OTHERWISE. GROUND DISTANCES MAY BE
OBTAINED BY MULTIPLYING GRID DISTANCES BY A
COMBINATION FACTOR OF 1.000084037.
0 INDICATES FOUND MONUMENT AS NOTED.
I
I
i
I
I
Y = - 00-35-31
SCALE: 1" =100'
400
300
200
100
80
60
40
20
0
Y = - 00-35-31
(AT CENTERLINE CAJALCO ROAD
B.C.STA. 619+94.33)
ROAD 8 WOOD ROAD. & 1,4 COR. SEC'S.
7 & 8. PER TIE BOOK 99/162 ,
FD. 2"X 2" HUB W/NAIL 8. RIV. CO. SUR. TAG, FL.,
FD. 60d
NAIL 8, TIN DN. 0.1 rum
L.U.
8 RCFB 2175. SUR. N0. 5934 8 RIV.
o I
CO, SUR. MAP 818-C. CD
PER RIV. CO. SUR. MAP 818-C. MONUMENT DESTROYED
I CAJALCO
ROAD PER RCFB 1025. SUR.
N0. ---------;
,
SET l'-" DIA. COPPER CAP. FLUSH. OVER I.P.. CAP MKD-"RIV'� O I
3
BY CONSTRUCTION. SET 11/2" DIA. COPPER CAP. FLUSH.
-------� I 4427, PG.
I
2 8 RIV. CO. SUR. MAP
818-C.
TRAN. DEPT. l--4COR- 7/8". PER
�
OVER I.P. CAP WD. "RIV.CO.TRAN. DEPT. C/L B.C.".
', MONUMENT
� I
DESTROYED BY CONSTRUCTION.
�
T.B.
1Q8/4 i
® �I
STATIONING AS NOTED. PER
SET 11,2"
DIA. COPPER CAP. FLUSH.
WD.
'
IT.B.108/5®
T
"RIV-CO.
� � I �
TRAN. DEPT.. C/L E.C.".
STATIONING ,
CAJALCO
--' 23 -------------------------- ---------- N $8-45=29 E ----
' ' Q
` I
+
ROAD
1312.95' N 89-02-13 E
------------------------- -----------------------------------------------------------
a0
rn .
+ 30.03'
-------FD- 2"X 2" HUB W/TACK 8 "X" TIES. FL.. FOR C/L P.O.T.. PER
T.B. 88/35. MONUMENT DESTROYED BY CONSTRUCTION.
SET 1'12' DIA. COPPER CAP. FLUSH, OVER I.P.. CAP WD.
"RIV.CO.TRAN. DEPT.". PER T.B.
T.B. 108/4
o AS NOTED. PER ,.B. -,07T243. ;
T.B. 108/7 8 8A
` I �
I
"I L = 539.995
I 05-11-17 R = 4999.58
--------------------- —-- _-- _ -_ —
I +
M W
' X.
�t
co
FD. 2"X 2" HUB W/TACK 8 "X" TIES. FLUSH. OVER
----- 1l„4' I.P. W/RIV.CO. PLAS. PLUG, ON. 0.7'. FOR P. 1.
MONUMENT DESTROYED BY CONSTRUCTION. SET 1'„2” DIA.
UPJ COPPER CAP. FLUSH, CAP WD. "RIV.CO.TRAN. DEPT.
QI P. I . ". PER T.B. 1007,42 2,
i f1R(I T.B. 108/6
2 LJ
9 13-U
rl
400
Y - - 00-35-31
vj\j 100
SCALE: 1" = 100' 80
60
40
20
io
Y = - 00-35-31
(AT CENTERLINE CAJALCO ROAD
B.C.STA. 619+94.33)
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE
CALIFORNIA STATE PLANE COORDINATE SYSTEM. CCS83.
ZONE 6. BASED LOCALLY ON GPS CONTROL STATIONS
"METZ". "FAULT" AND "LAST". EPOCH 1992.9.
NOTE:
ALL DISTANCES SHORN ARE GRID DISTANCES. UNLESS
SPECIFIED OTHERWISE. GROUND DISTANCES MAY BE
OBTAINED BY MULTIPLYING GRID DISTANCES BY A
COMBINATION FACTOR OF 1.000084037.
INDICATES FOUND MONUMENT AS NOTED.
FD. 2"X 2" HUB W/DUPLEX NAIL & NAIL & TIN "X" TIES,
FD. 60d NAIL & TIN DN. 0.1' FOR E.C. FL.. OVER 1�," I.P. W/RIV.CO. PLAS. PLUG. DN. 1.01. _---
I PER RCFB 2181. SUR. NO. 5994. MONUMENT DESTROYED
CAJALCO ROAD PER RCFB 1025. SUR. NO. BY CONSTRUCTION. SET 1'--2" DIA. COPPER CAP. FLUSH. '
4427. PG. 2 & RIV. CO. SUR. MAP 818-C. -------; CAP MKD. "RIV.CO.TRAN.QEPT. P.I." PER '
MONUMENT DESTROYED BY CONSTRUCTION. ; T.B. 108/9 ® '
SET 112` DIA. COPPER CAP. FLUSH. MKD. ;
I "RIV.CO. TRAN. DEPT.. C/L E.C.". STATIONING ;
I AS NOTED. PER T.B.
T.B. 108/7 & 8 ® '
==L -5 43.14'
CAJAL-28 9.
06-13
L _
539.95' N g2-52-15 E
aol R - 4999.58 _—_—_
= 06-11-17
ON
+ FD. COPPERWELD MON. STAMPED "RIV. CO. SUR."
+ o ----- FL. FOR CENTERLINE B.C. CAJALCO RD. PER RCFB
W
1025. SUR. NO. 4227. PG. 2 & RIV. CO. SUR.
U A
MAP 818-C. MONUMENT DESTROYED BY CONSTRUCTION.
U�}U +SET 1��2' DIA. COPPER CAP. FLUSH. CAP MKD.
0'1% "RIV.CO.TRAN. DEPT. C/L B.C.% STATIONING AS
T.B. 104y'243 6244.
F0. 2"X 2" HUB W/TACK & "X" TIES. FLUSH. OVER NOTED. PER
lJ I =------- 1'-4` I.P. W/RIV.CO. PLAS. PLUG. DN. 0.7'. FOR P.I. T.B. 108/7 & 8Q
MONUMENT DESTROYED BY CONSTRUCTION. SET 1112' DIA.
Q COPPER CAP. FLUSH. CAP MKD. "RIV.CO.TRAN. DEPT.
I P.I.". PER T.B. 10?,i4�
I T.B. 108/6
tJt1 '
I '
FD. 2"X 2" HUB W/NAIL & RIV. CO. SUR. TAG. FL.. PER
--------- RIV. CO. SUR. MAP 818-0. MONUMENT DESTROYED BY
CONSTRUCTION. SET 1',2' DIA. COPPER CAP. FLUSH. OVER I.P..
CAP WD. "RIV.CO.TRAN. DEPT. C/L B.C. STATIONING AS
NOTED. PER .
T.B. 108/5
1 -t .. .' I -t • . t .. L� I I .
FD. COPPERWELD MON. STAMPED "RIV. CO. SUR.%
DN. 0.1' PER RCFB 1025, SUR. NO. 4227 & RIV.
.75' - N 89-03-37 E ,----- CO. SUR. MAP 818-C. MONUMENT DESTROYED BY o
CONSTRUCTION. SET 1',2" DIA. COPPER CAP. FLUSH.
CAP MKD."RIV.CO.TRAN.DEPT. P.O.T.", STATIONING AS
NOTED. PER T.O. "nL ° 247.
T.B. 108/10 & 11 8
r 1
---------------------------------------------
00 M 74.34' - N 19-50-48 W
Ul M
-----CENTER SECTION 8
_+ +
N
M` 1'n
10 c0
FD. 1" I.P.. NO TAG, DN. 1.01. ACCEPTED AS
--- CENTER SECTION 8. PER RS 53/7 & RCFB 2134.
SUR. NO. 5514. PG. 59.
FD. COPPERWELD MON. STAMPED "RIV. CO. SUR."
FL. FOR CENTERLINE E.C. CAJALCO RD. PER RCFB
1025. SUR. NO. 4227. PG. 2 & RIV. CO. SUR.
MAP 818-C. MONUMENT DESTROYED BY CONSTRUCTION.
SET 1l,'2" DIA. COPPER CAP. FLUSH. CAP WD.
"RIV.CO.TRAN.DEPT. C/L E.C.". STATIONING AS
NOTED, PER T.B. 107,1246--
T.B. 108/10,&
ROAD
-2146_16' _—_ N89-04-11 E___ TO CENTERLINE B.C_------_—_—_—_—_—_---_—_----------
U
w m w ■ ■
vlj-u
00
N
M
O
U
t- I 1 1 1 1 1\1 ♦A
FD. COPPERWELD MON. STAMPED "RIV. CO. SUR." FL.
PER RCFB 1025. SUR. NO. 4227, PG. 4B & RIV. CO.
SUR. MAP NO. 818-C. FOR E.C. CAJALCO ROAD.
MONUMENT DESTROYED BY CONSTRUCTION. SET 1','2' DIA.
COPPER CAP, FLUSH. CAP WD. "RIV. CO. TRAN. DEPT.
C/L E.C.". STATIONING AS NOTED. PER
T.B. 108/14
665.43' N 89-47-16 E
-----------------------------
FD. 1" I.P.. DN. 2.5'. NO TAG. PER RCFB 1025,
00
-----
SUR. NO. 4227 8 MB 14/70. MONUMENT DESTROYED BY
CONSTRUCTION. SET 1'12' DIA. COPPER CAP, FLUSH. +
N '
CAP MKD."RIV.CO.TRAN.DEPT. P.O.S.T.". PER
T.B. 108/14
,�s = 00-34-13
R = 5999.50' �-
L = 59.70' w
Q
z
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE
CALIFORNIA STATE PLANE COORDINATE SYSTEM. CCS83
ZONE 6. BASED LOCALLY ON GPS CONTROL STATIONS
"METZ". "FAULT" AND "LAST". EPOCH 1992.9.
NOTE:
ALL DISTANCES SHOWN ARE GRID DISTANCES. UNLESS
SPECIFIED OTHERWISE. GROUND DISTANCES MAY BE
OBTAINED BY MULTIPLYING GRID DISTANCES BY A
COMBINATION FACTOR OF 1.000084037.
0 INDICATES FOUND MONUMENT AS NOTED.
ROAD
400
Y = - 00-35-31
v\j 100
SCALE: 1" = 100' 80
60
40
20
0
Y = - 00-35-31
tAT CENTERLINE CAJALCO ROAD
B.C.STA. 619+94.33)
W
z
J
1320.32'- N 89-48-55 E --TO CENTERLINE INT_ ALEXANDER STREET -------------
I n�
i U
I
FD. 2"X 2" HUB W/RIV. CO. SUR. TAG STAMPED "VP -23".
FL. OVER 1" I.P. W/RIV. CO. SUR. PLAS. PLUG DN. 0.9'
PER RCFB 1025. SUR. NO. 4227. PG. 3. FOR CENTERLINE
CAJALCO RD. 8 UNA STREET. MONUMENT DESTROYED BY
a I
CONSTRUCTION. SET V/2' DIA. COPPER CAP. FLUSH. CAP MKD. I nnn
"RIV. CO. TRAN. DEPT. ". STATIONING AS NOTED. PER T.B. 104,1
T.B. 108/15A I
913-U
F- 1 1 1 1 1 1\1 TL
W
z
z
0
U
cwn
FD. COPPERWELD MON. STAMPED "RIV. CO. SUR." FL.
FD. COPPERWELD MON. STAMPED "RIV. CO. SUR." FL.. PER RCFC
PER RCFB 1025. SUR. NO. 4227. PG. 4B 8 RIV. CO.
I
1025. SUR. NO. 4227. PG. 4A 8 RIV. CO. & RIV.CO.SUR. MAP
--------%
SUR. MAP N0. 818-C. FOR CENTERLINE INT. CAJALCO
;----'-
N0. 818-C. FOR B.C. CAJALCO ROAD -MONUMENT DESTROYED BY
RD. 8 BARYON RD. MONUMENT DESTROYED BY CONSTRUCTION.
;
CONSTRUCTION. SET 11,12 DIA. COPPER CAP, FLUSH. CAP WD.
SET 1�,2" DIA. COPPER CAP. FLUSH. CAP MKD."RIV.CO.
p%"R I V. CO. TRAN. DEPT. C/L B.C. % STATIONING AS NOTED, PER
TRAN. DEPT. P. 0. C.. PER T.B. . ""F_50
I
T.B. 108/14 A ;
I
T.B. 108/12 A
,
,
I
88.98'
- N 84-16-51 W
CAJALCO '
I
`
I
2146_16' 89_04_11 E-----------'
------ a_ 06-39-45 = 465.09'
-----------
--N
_---L
R - 3999.66'
-
R 05-54-32 -
----_—_—_---- 5999.50'--- L = 618_72'co
nn�
C
_,—
U
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+ �,
(31
+
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L
Q I
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+
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FD. COPPERWELD MON. STAMPED "RIV. CO. SUR." FL. %,
�
FD. COPPERWELD MON. STAMPED "RIV. CO. SUR." FL.
o
PER RCFB 1025. SUR. NO. 4227, PG. 4A 8 RIV. CO - -----
PER RCFB 1025, SUR. NO. 4227. PG. 4A & RIV. CO.
SUR. MAP NO. 818-C. FOR E.C. CAJALCO ROAD.
SUR. MAP NO. 818-C. FOR B.C. CAJALCO ROAD.
MONUMENT DESTROYED BY CONSTRUCTION. SET 1'12' DIA.
MONUMENT DESTROYED BY CONSTRUCTION. SET 11,2" DIA.
I
COPPER CAP. FLUSH. CAP WD. "RIV. CO. TRAN. DEPT.
COPPER CAP. FLUSH. CAP WD. "RIV. CO. TRAN. DEPT.
C/L E.C.". STATIONING AS NOTED. PER
z
C/L B.C.". STATIONING AS NOTED. PER
T.B. 108/13/1\
�-
T.B. 108/13 A
o I
�
z
CD
W
z i
cn
o I
c I
a ,
I
m I
I
00
N
M
O
U
t- I 1 1 1 1 1\1 ♦A
FD. COPPERWELD MON. STAMPED "RIV. CO. SUR." FL.
PER RCFB 1025. SUR. NO. 4227, PG. 4B & RIV. CO.
SUR. MAP NO. 818-C. FOR E.C. CAJALCO ROAD.
MONUMENT DESTROYED BY CONSTRUCTION. SET 1','2' DIA.
COPPER CAP, FLUSH. CAP WD. "RIV. CO. TRAN. DEPT.
C/L E.C.". STATIONING AS NOTED. PER
T.B. 108/14
665.43' N 89-47-16 E
-----------------------------
FD. 1" I.P.. DN. 2.5'. NO TAG. PER RCFB 1025,
00
-----
SUR. NO. 4227 8 MB 14/70. MONUMENT DESTROYED BY
CONSTRUCTION. SET 1'12' DIA. COPPER CAP, FLUSH. +
N '
CAP MKD."RIV.CO.TRAN.DEPT. P.O.S.T.". PER
T.B. 108/14
,�s = 00-34-13
R = 5999.50' �-
L = 59.70' w
Q
z
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE
CALIFORNIA STATE PLANE COORDINATE SYSTEM. CCS83
ZONE 6. BASED LOCALLY ON GPS CONTROL STATIONS
"METZ". "FAULT" AND "LAST". EPOCH 1992.9.
NOTE:
ALL DISTANCES SHOWN ARE GRID DISTANCES. UNLESS
SPECIFIED OTHERWISE. GROUND DISTANCES MAY BE
OBTAINED BY MULTIPLYING GRID DISTANCES BY A
COMBINATION FACTOR OF 1.000084037.
0 INDICATES FOUND MONUMENT AS NOTED.
ROAD
400
Y = - 00-35-31
v\j 100
SCALE: 1" = 100' 80
60
40
20
0
Y = - 00-35-31
tAT CENTERLINE CAJALCO ROAD
B.C.STA. 619+94.33)
W
z
J
1320.32'- N 89-48-55 E --TO CENTERLINE INT_ ALEXANDER STREET -------------
I n�
i U
I
FD. 2"X 2" HUB W/RIV. CO. SUR. TAG STAMPED "VP -23".
FL. OVER 1" I.P. W/RIV. CO. SUR. PLAS. PLUG DN. 0.9'
PER RCFB 1025. SUR. NO. 4227. PG. 3. FOR CENTERLINE
CAJALCO RD. 8 UNA STREET. MONUMENT DESTROYED BY
a I
CONSTRUCTION. SET V/2' DIA. COPPER CAP. FLUSH. CAP MKD. I nnn
"RIV. CO. TRAN. DEPT. ". STATIONING AS NOTED. PER T.B. 104,1
T.B. 108/15A I
913-U
400
Y = - 00-35-31 BASIS OF BEARINGS:_
Y THE BASIS OF BEARINGS FOR THIS SURVEY IS THE
CALIFORNIA STATE PLANE COORDINATE SYSTEM. CCS83
300 ZONE 6. BASED LOCALLY ON GPS CONTROL STATIONS
"METZ". "FAULT" AND "LAST". EPOCH 1992.9.
NOTE:
ALL DISTANCES SHOWN ARE GRID DISTANCES. UNLESS
200 SPECIFIED OTHERWISE. GROUND DISTANCES MAY BE
OBTAINED BY MULTIPLYING GRID DISTANCES BY A
COMBINATION FACTOR OF 1.000084037.
INDICATES FOUND MONUMENT AS NOTED.
100
L i J
SCALE: 1" = 100' 80
..
60
40
20
0
}
Y = - 00-35-31
L i _
(AT CENTERLINE CAJALCO ROAD
B.C. STA. 619+94.33)
1 I 1 I % I ♦A
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F 1 I I I I- 1 �/ 1
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w
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1TIES
I I
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CAJALCO
CO SUR. PLASP G DNd0 7' ST.
I `i j
FD. 2"X 2" W/RIV. CO. SUR. TAG. FL. W/"X" TIES OVER '
PER RCFB 2175. SUR. N0. 5935. RCFB 2134. SUR. NO. 5514 -------;
�I 1" I.P. W/RIV. CO. SUR. PLAS. PLUG DN. 1.0'. PER & T.B. 91/154. MONUMENT DESTROYED BY CONSTRUCTION. r=
wl
RCFB 3134. SUR. NO. 5514. PG. 62 & C.R. 86-353. w I SET 11--2' DIA.COPPER CAP. FLUSH. CAP MKD. "RIV.CO.TRAN. o
tz I w I
MONUMENT DESTROYED BY CONSTRUCTION. SET 1'�g` DIA. COPPER ----? I DEPT. C/L INT.", STATIONING AS NOTED. PER T." ""'"'S�• 'j ~
CAP. FLUSH. CAP MKD."RIV. CO. TRAN. DEPT. C/L INT.", I T.B. 108/18,& cr
w I
o CENTER SECTION 9 I
STATIONING AS NOTED. PER T.�. '^""� '� I
I ® , I
I T.B. 108117 I � �
' ROAD
I , ,
CAJALCO
i 1323.33` N 89-50-22 E -------------------------------------- -- —
' 1324.22' N 89-49-11 E -- ------------------------------------------------------
1320.32' TO CENTERLINE INT. UNA STREET I' ----------------------------------------------------------------------------------------
------------------------------- Lo
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N 89-48-55 E ��!I_�__.,,
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I
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OVER 1" I.P. W/RIV. CO. SUR. PLAS. PLUG DN. 0.8'
vu I PER RCFB 2160. SUR. NO. 7960. RCFB 2134. SUR. NO. '
�I 5514 AND RIV CO SUR MAP 818-C. ACCEPTED ALSO
. LJ
W
W
Eu)
00
AS CENTER '-,4 COR. SEC. 9. T. 4S.. R. 4W.. S.B.M.
MONUMENT DESTROYED BY CONSTRUCTION. SET 1l„2” DIA.
COPPER CAP. FLUSH. CAP WD. "R IV. CO. TRAN. DEPT.
C/L INT.". STATIONING AS NOTED, PER 4.8. '0'2S
T.B. 108/16
0
Q
w
w
Z
J
v ■v v
400
Y - - 00-35-31
100
SCALE: 1" = 100' 80
60
40
20
0
Y = - 00-35-31
(AT CENTERLINE CAJALCO ROAD
B.C.STA. 619+94.33)
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE
CALIFORNIA STATE PLANE COORDINATE SYSTEM. CCS83
ZONE 6. BASED LOCALLY ON GPS CONTROL STATIONS
"METZ". "FAULT" AND "LAST". EPOCH 1992.9.
NOTE:
ALL DISTANCES SHOWN ARE GRID DISTANCES. UNLESS
SPECIFIED OTHERWISE. GROUND DISTANCES MAY BE
OBTAINED BY MULTIPLYING GRID DISTANCES BY A
COMBINATION FACTOR OF 1.000084037.
0 INDICATES FOUND MONUMENT AS NOTED.
�� r- /♦ -,- /� A f
�J L_ ♦/ 1 ♦/ ♦/
}l I 1f 1/ FL 11J1
r` CAJALCO RD. & CLARK ST., PER PM 26/48. RS 62/58.
I
I RCFB 2134, SUR. NO. 5514 8 T.B. 83/104, 8 T.B. 108/21.
3 I FD. 2"X 2" HUB W/RIV. CO. SUR. TAG IN PAVE. PATCH W/"X" '
w I ALSO ACCEPTED AS CENTER SEC. 10, T. 45., R. 4W., S.B.M.
TIES FL. FOR CENTERLINE INT. CAJALCO RD. 8 BROWN ST. z ,
I `------ OVER 1" [.P. W/RIV.CO.SUR. PLAS. PLUG DN. 0.7` Q I
°° I
I
PER RCFB 2175. SUR. NO. 5935. RCFB 2134, SUR. NO. 5514
8 T.B. 91/154. MONUMENT DESTROYED BY CONSTRUCTION.
SET 1',,2' DIA.COPPER CAP, FLUSH. CAP WD. "RIV.CO.TRAN.
DEPT. C/L INT.". STATIONING AS NOTED. PER T.B.
T.B. 108/18 A
w
crO
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0
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2"X 2 " W/NAIL 8 RIY. CO.
SUR. TAG W/"X" TIES
'
w
(
w
FL. OVER 1" I.P. W/RIV. CO.
SUR. PLAS. PLUG 1.0'
--
I
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'
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DN. 1.0'. PER
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FOR CENTERLINE INT. CAJALCO
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Q
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W
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FOR CENTERLINE
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c/�I
RCFB 2134. SUR. NO. 5514. MONUMENT DESTROYED BY
J
LTJ
z; �,-- _ __
INT. CAJALCO RD. 8 FLORENCE ST.
SET 2"X 2" W/RIV.
�------"
CONSTRUCTION. SET 1��2' DIA.
COPPER GAP. FLUSH.
U
'
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CO. SUR. TAG, FL. PER RCFB 2134.
SUR. NO. 5514, PG. 64.
I
I
CAP MKD."RIV.CO.TRAN. DEPT.
""'""`
C/L INT.". STATIONING AS
'
I o
oJi ;
8 T.B. 108/19. ®
I �
, ;��
NOTED. PER T.o -
T.B. 108/20®
ROAD
CENTER SECTION
'
CAJALCO
,
1
I
I
'
1324.49'
N 89-49-42 E
'I
'
883.43'
N 89-50-32 E
--------------------------------
--_ —_—_—_-----------------_—_—_—_----------------------------
441.08' N 89-41-51 E
�'
--------------------------------------------------
co
-------
-- --------
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Ln
co
co
tD
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M
Mf�-
ti
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o
I
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FL OVER 1" STEEL ROD DN. 1.8' FOR CENTERLINE INT. .__-_--
Q
'
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r` CAJALCO RD. & CLARK ST., PER PM 26/48. RS 62/58.
I
I RCFB 2134, SUR. NO. 5514 8 T.B. 83/104, 8 T.B. 108/21.
3 I FD. 2"X 2" HUB W/RIV. CO. SUR. TAG IN PAVE. PATCH W/"X" '
w I ALSO ACCEPTED AS CENTER SEC. 10, T. 45., R. 4W., S.B.M.
TIES FL. FOR CENTERLINE INT. CAJALCO RD. 8 BROWN ST. z ,
I `------ OVER 1" [.P. W/RIV.CO.SUR. PLAS. PLUG DN. 0.7` Q I
°° I
I
PER RCFB 2175. SUR. NO. 5935. RCFB 2134, SUR. NO. 5514
8 T.B. 91/154. MONUMENT DESTROYED BY CONSTRUCTION.
SET 1',,2' DIA.COPPER CAP, FLUSH. CAP WD. "RIV.CO.TRAN.
DEPT. C/L INT.". STATIONING AS NOTED. PER T.B.
T.B. 108/18 A
w
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W
0
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