908s_grCONTROL DATA
BOLD STYL
PT.
X
Y
Z
DESCRIPTION
620
693130.011
1922393.224
448.983
FOUND NAIL, DOWN 0.11, FOR CENTERLINE STA. 455+58.24 E.C. GILMAN SPRINGS ROAD
0
UTILITY POLE
UTILITY POLE GUY
PER RIVERSIDE COUNTY MAP 14-1-3 AND P.M. 114 -83.
622
693008.708
1922469.565
446.622
FOUND NAIL, DOWN 0.1'. IN PAVEMENT FOR POSSIBLE STA. 450+61.02 P.C.
x x x—
BARBED WIRE FENCE
=
PER RIVERSIDE COUNTY MAP 14-1-3
657
693118.286
1922381.652
DIRT ROAD
FOUND 1' IRON PIPE, DOWN 1.0 , WITH TAG STAMPED 'LS. 4230', LEANING SLY.
EDGE OF OIL
- — — — -
RIGHT-OF-WAY E.C. PER P.M. 114/70-83.
445."
GILMAN SPRINGS ROAD
PORTION OF SECTIONS 16, 21, 22, 27 AND 36 OF T. 3 S.9 R. 2 W., SBM
SHEET INDEX TOPOGRAPHIC MAP
PREPARED BY
s3k--
it
vv
Hicks & Hartwick, Inc.
CIVIL ENGINEERS - LAND SURVEYORS
37 East Olive Avenue
REDLANDS, CALIFORNIA
1909) 793-2257
SCALE: 1:500
etrec
I
CONTOUR INTERVAL = 1/2 METER
DATE OF PHOTOGRAPHY 2-8-96
8 96
PHOTO SCALE: 1:1500
THIS MAP COMPILED BY DIGITAL PHOTOGRAMMETRIC METHODS
SUPPLIMENTED WITH FIELD DATA FROM RIVERSIDE COUNTY SURVEYORS OFFICE
0 5 10 20 30 50 METERS
GRAPHIC SCALE
SCALE 1:500
LEGEND
620
CONTROL POINT HORIZ. & VERT.
449.013
(ID & ELEV)
+460.53
SPOT ELEVATION
BUILDING OUTLINE
0
UTILITY POLE
UTILITY POLE GUY
DENSE TREES
"v
DENSE BRUSH
--
CULTIVATED LAND
x x x—
BARBED WIRE FENCE
=
CHAIN LINK FENCE
WOOD FENCE
DIRT ROAD
EDGE OF OIL
- — — — -
CURB
-
FLOWLINE
DRY WASH BOUNDARY
®
WATER VALVE
SIGN POST
TOP
TOP OF PIPE
NOTE APPLICABLE TO ALL SHEETS
THE CENTERLINE AND RIGHT-OF-WAY OF GILMAN SPRINGS ROAD AS SHOWN HEREON WAS PLOTTED FROM A COMBINATION
OF COORDINATE DATA SUPPLIED BY THE OFFICE OF THE RIVERSIDE COUNTY SURVEYOR AND INFORMATION COMPILED
FROM RECORD MAPS SUPPLIED BY RIVERSIDE COUNTY.
THE SOUTHERLY PORTION OF GILMAN SPRINGS ROAD AS SHOWN HEREON HAD ONLY TWO FOUND CENTERLINE MONUMENTS
UPON WHICH TO BASE ITS ALIGNMENT AND NO TIES TO EXISTING MONUMENTATION. THE REMAINING CENTERLINE POINTS
WERE PK NAILS SET ON CENTER OF PAINTED STRIPE. THE CENTERLINE ALIGNMENT WAS ADJUSTED FOR THE BEST FIT
WITH THE INFORMATION AVAILABLE.
SHEET 1
9D
SS
.m
[o
00
yr
W
I J
ryO
W
U
1`
O
O
m
CONTROL DATA
PT.
X
Y
Z
DESCRIPTION
616
692682.886
1922664.217
440.776
P.K. NAIL AND RIVERSIDE COUNTY TAG FLUSH HATH PAVEMENT IN CENTER OF PAINTED
m
UTILITY POLE
UTILITY POLE GUY
STRIPE GILMAN SPRINGS ROAD
618
692840.657
1922540.047
444.267
FOUND NAIL, DOWN 0.1% IN PAVEMENT FOR POSSIBLE STA. 444+82.3 P.C.
—
BARBED WIRE FENCE
�=
PER RIVERSIDE COUNTY MAP 14-1-3.
�} j§ e
CJLT,'HT� X
GILMAN SPRINGS ROAD
PORTION OF SECTIONS 16, 219 229 27 AND 36 OF T. 3 S., R. 2 W., S$M
SHEET INDEX TOPOGRAPHIC MAP
® PREPARED BY
1 ..
140 t a
W 'FY
Hicks & Hartwick, Inc.
CIVIL ENGINEERS - LAND SURVEYORS
37 East Olive Avenue
REDLANDS, CALIFORNIA
(909) 793-2257
SCALE: 1:500
x
CONTOUR INTERVAL = 1;12 METER
DATE OF PHOTOGRAPHY 2-8-96
PHOTO SCALE: 1:1500
THIS MAP COMPILED BY DIGITAL PHOTOGRAMMETRIC METHODS
SUPPLIMENTED WITH FIELD DATA FROM RIVERSIDE COUNTY SURVEYORS OFFICE
0 5 10 20 30 50 METERS
GRAPHIC SCALE
SCALE 1:500
M -E, . 8 %Z5
LEGEND
"' 620
CONTROL POINT HORIZ. & VERT.
449.013
(tD & ELEV)
}460.53
SPOT ELEVATION
BUILDING OUTLINE
m
UTILITY POLE
UTILITY POLE GUY
DENSE TREES
DENSE BRUSH
CULTIVATED LAND
—
BARBED WIRE FENCE
�=
CHAIN LINK FENCE
-
WOOD FENCE
DIRT ROAD
EDGE OF OIL
- -- — -
CURB
FLOWLINE
DRY WASH BOUNDARY
®
WATER VALVE
SIGN POST
TOP
TOP OF PIPE
4ATEC
SHEET 2
9 -S
OS
N
C
x
Y` 692,500
CONTROL DATA
PT.
X
Y
Z
DESCRIPTION
(ID & ELEV)
+460.53
SPOT ELEVATION
P.K. NAIL AND RIVERSIDE COUNTY TAG FLUSH MATH PAVEMENT IN CENTER OF
612
692350.869
1922921.524
437.711
PAINTED STRIPE GILMAN SPRINGS ROAD
DENSE TREES
t
DENSE BRUSH
1 -- -
P.K. NAIL AND RIVERSIDE COUNTY TAG FLUSH MATH PAVEMENT IN CENTER OF
614
692523.626
1922788.962
438.809
PAINTED STRIPE GILMAN SPRINGS ROAD
WOOD FENCE
DIRT ROAD
NAIL, DOWN 0.1', AND X TIES. NOTHING FOR POSSIBLE P.I. GILMAN SPRINGS ROAD
645
692314.623
1922949.513
CURB
PER R.S. 66/59-61
FLOWUNE
DRY WASH BOUNDARY
®
NAIL, DOYMN 0.1', IN PAVEMENT FOR POSSIBLE E.C. 426+43.06 E.C. CENTERLINE
652
692395.522
1922886.462
TOP OF PIPE
GILMAN SPRINGS ROAD PER RIVERSIDE COUNTY MAP 14-1-3
V.B. 1H i"35
_\ !oo
GILMAN SPRINGS ROAD
PORTION OF SECTIONS 16, 21, 229 27 AND 36 OF T. 3 S., R. 2 W., SBM
SHEET INDEX TOPOGRAPHIC MAP
PREPARED BY
f}
J ':r
Hicks & Hartwick, Inc.
CIVIL ENGINEERS - LAND SURVEYORS
37 East Olive Avenue
REDLANDS, CALIFORNIA
(909) 793-2257
SCALE: 1:600
At
etric
�II
CONTOUR INTERVAL = 1j2 METER
DATE OF PHOTOGRAPHY 2-8-96
PHOTO SCALE: 1:1500
THIS MAP COMPILED BY DIGITAL PHOTOGRAMMETRIC METHODS
SUPPLIMENTED WITH FIELD DATA FROM RIVERSIDE COUNTY SURVEYORS OFFICE
0 5 10 20 30 50 METERS
GRAPHIC SCALE
SCALE 1:500
LEGEND
620
CONTROL POINT HORIZ. & VERT.
449.013
(ID & ELEV)
+460.53
SPOT ELEVATION
BUILDING OUTLINE
UTILITY POLE
UTILITY POLE GUY
DENSE TREES
t
DENSE BRUSH
1 -- -
CULTIVATED LAND
X x x—
BARBED WIRE FENCE
CHAIN LINK FENCE
WOOD FENCE
DIRT ROAD
--
EDGE OF OIL
—
CURB
FLOWUNE
DRY WASH BOUNDARY
®
WATER VALVE
SIGN POST
TOP
TOP OF PIPE
SHEET 3
906diPs
Y _92-70'
0
0
c�
x
Y' 6,92,200
CONTROL DATA
PT.
X
Y
Z
DESCRIPTION
610
692180.850
1923013.402
440.242
P.K. NAIL AND RIVERSIDE COUNTY TAG FLUSH WITH PAVEMENT IN CENTER
UTILITY POLE
UTILITY POLE GUY
OF PAINTED STRIPE GILMAN SPRINGS ROAD
644
692161.452
1923019.475
NAIL FLUSH WITH PAVEMENT FOR CENTERLINE E.C. 417+56.79
x x x—
BARBED WIRE FENCE
�-
CHAIN LINK FENCE
GILMAN SPRINGS ROAD PER RIVERSIDE COUNTY MAP 14-1-3
WOOD FENCE
692018.753
1923070.213
NAIL DOWN 0.1 CENTERLINE B.C. 412+50.96
E654
CURB
FLOWLINE
AN SPRINGS ROAD RIVER COUNTY MAP 14-1-3
DRY WASH BOUNDARY
692221.301
1922992.127
NAIL FLUSH WITH PAVEMENT FOR CENTERLINE B.C. 419+73.21
TOP
TOP OF PIPE
GILMAN SPRINGS ROAD PER RIVERSIDE COUNTY MAP 14-1-3
GILMAN SPRINGS ROAD
R TI ON OF SECTIONS 16, 219 229 27 AND 36 OF T. 3 S. , R. 2 W., SBIVI
M'E' '8�5
SHEET INDEX $.l._ TOPOGRAPHIC MAP
` PREPARED BY
Hicks & Hartwick, Inc.
CIVIL ENGINEERS - LAND SURVEYORS
37 East Ofte Avenue
REDLANDS, CALIFORNIA
1909) 793-2257
SCALE: 1:500
- CONTOUR INTERVAL = 1/2 METER
DATE OF PHOTOGRAPHY 2-8-96
PHOTO SCALE: 1:1500
_ THIS MAP COMPILED BY DIGITAL PHOTOGRAMMETRIC METHODS
SUPPLIMENTED WITH FIELD DATA FROM RIVERSIDE COUNTY SURVEYORS OFFICE
0 5 10 20 30 50 METERS
GRAPHIC SCALE
SCALE 1:500
— 2 D_
LEGEND
620
CONTROL POINT HORIZ. & VERT.
449.013
+
+460.53
+
e
LEGEND
620
CONTROL POINT HORIZ. & VERT.
449.013
(ID & ELEV)
+460.53
SPOT ELEVATION
dBUILDING
OUTLINE
UTILITY POLE
UTILITY POLE GUY
DENSE TREES
DENSE BRUSH
CULTIVATED LAND
x x x—
BARBED WIRE FENCE
�-
CHAIN LINK FENCE
WOOD FENCE
--
DIRT ROAD
EDGE OF OIL
--- — — — -
CURB
FLOWLINE
DRY WASH BOUNDARY
®
WATER VALVE
SIGN POST
TOP
TOP OF PIPE
e � -
654
y 692 300
Y 69",--loo
CONTROL DATA
-Vi
663 e Z/
/
� e
3
� F �
t '42. --
PT.
X
Y
Z
DESCRIPTION
606
691799.740
1923158.305
443.830
PX NAIL AND RIVERSIDE COUNTY TAG FLUSH WITH PAVEMENT IN CENTER
y
UTILITY POLE
UTILITY POLE GUY
OF PAINTED STRIPE GILMAN SPRINGS ROAD
608
691989.200
1923080.074
440.814
PX NAIL AND RIVERSIDE COUNTY TAG FLUSH HATH PAVEMENT IN CENTER
x x x—
BARBED WIRE FENCE
-
CHAIN LINK FENCE
PAINTED STRIPE GILMAN SPRINGS ROAD
623
691757.243
1923201.065
444.158
COPPERWELD MONUMENT, DOWN 0.1', IN PAVEMENT FOR CENTERLINE
44
-ER Er EC) C,
CURB
EC. GILMAN SPRINGS ROAD
663
f,y
1923097.322
COPPERWELD MONUMENT, DOWN 0.1', IN PAVEMENT FOR CENTERLINE
SIGN POST
TOP
a
E.C. GILMAN SPRINGS ROAD PER R.S. 66 /59-61
e
_ 440. ;
l
�
1
44C. Q
l
-Vi
663 e Z/
/
� e
3
� F �
t '42. --
PT.
X
Y
Z
DESCRIPTION
606
691799.740
1923158.305
443.830
PX NAIL AND RIVERSIDE COUNTY TAG FLUSH WITH PAVEMENT IN CENTER
UTILITY POLE
UTILITY POLE GUY
OF PAINTED STRIPE GILMAN SPRINGS ROAD
608
691989.200
1923080.074
440.814
PX NAIL AND RIVERSIDE COUNTY TAG FLUSH HATH PAVEMENT IN CENTER
x x x—
BARBED WIRE FENCE
-
CHAIN LINK FENCE
PAINTED STRIPE GILMAN SPRINGS ROAD
623
691757.243
1923201.065
444.158
COPPERWELD MONUMENT, DOWN 0.1', IN PAVEMENT FOR CENTERLINE
EDGE OF OIL
-- -- --
CURB
EC. GILMAN SPRINGS ROAD
663
691914.483
1923097.322
COPPERWELD MONUMENT, DOWN 0.1', IN PAVEMENT FOR CENTERLINE
SIGN POST
TOP
TOP OF PIPE
E.C. GILMAN SPRINGS ROAD PER R.S. 66 /59-61
GILMAN SPRINGS ROAD
PORTION OF SECTIONS 16, 21, 229 27 AND 36 OF T. 3 S., R. 2 W., SBM
SHEET INDEX
TOPOGRAPHIC MAP
e` PREPARED BY
Hicks & Hartwick, Inc,
CIVIL ENGINEERS - LAND SURVEYORS
37 East Olive Avenue
REDLANDS, CALIFORNIA
(909) 793-2257
SCALE: 1:500
etric
CONTOUR INTERVAL = 1j2 METER
DATE OF PHOTOGRAPHY 2-8-96
PHOTO SCALE: 1:1500
THIS MAP COMPILED BY DIGITAL PHOTOGRAMMETRIC METHODS
SUPPLIMENTED WITH FIELD DATA FROM RIVERSIDE COUNTY SURVEYORS OFFICE
0 5 10 20 30 50 METERS
GRAPHIC SCALE
SCALE 1:500
LEGEND
G 620
CONTROL POINT HORIZ. & VERT,
449-013
(ID & ELEV)
+460.53
SPOT ELEVATION
BUILDING OUTLINE
UTILITY POLE
UTILITY POLE GUY
DENSE TREES
w
DENSE BRUSH
CULTIVATED LAND
x x x—
BARBED WIRE FENCE
-
CHAIN LINK FENCE
WOOD FENCE
DIRT ROAD
-
EDGE OF OIL
-- -- --
CURB
FLOWLINE
DRY WASH BOUNDARY
WATER VALVE
SIGN POST
TOP
TOP OF PIPE
SHEET 5
O
2
[o
Cn
Lo
O
r7
Y SG1.
y 691.s =-
CONTROL DATA
ti
r;
aC'\�
x
PT. X
Y
Z
DESCRIPTION
602 691540.136
1923469.438
446.568
P.K. NAIL AND RIVERSIDE COUNTY TAG FLUSH NTH PAVEMENT IN CENTER
BUILDING OUTLINE
OF PAINTED STRIPE GILMAN SPRINGS ROAD
604 691667.222
1923318.220
446.331
P.K. NAIL AND RIVERSIDE COUNTY TAG FLUSH WITH PAVEMENT IN CENTER
DENSE BRUSH
A --A- -
OF PAINTED STRIPE GILMAN SPRINGS ROAD
624 691638.830
1923354.301
446.906
COPPERNIELD MONUMENT DOWN 0.1' IN P VEMENT FOR CENTERLINE
0161.
_
WOOD FENCE
B.C. GILMAN SPRINGS ROAD PER R.S. 66701
6
625 691591.228
1923410.807
446.409
COPPERWELD MONUMENT DOWM O.1' IN PAVEMENT FOR CENTERLINE E.C. GILMAN
FLOWLINE
---
SPRINGS ROAD PER R.S. 66/59-61.
626 691506.490
1923533.868
447.733
COPPERNELO MONUMENT DOWN 0.1' IN PAVEMENT FOR CENTERLINE B.C. GILMAN
TOP
TOP OF PIPE
SPRINGS ROAD PER R.S. 66/59-61.
664 691554.027
1923451.311
COPPERWELD MONUMENT DOWN 0.1' IN PAVEMENT FOR CENTERLINE
E.C. GILMAN SPRINGS ROAD PER R.S. 66/59-61.
ate„ � �F
+ F.
SO4
X5.331 \.
wt�' ANC-
- GILMAN SPRINGS ROAD
X PORTION OF SECTIONS 16, 21, 22, 27 AND 36 OF T. 3 S., R. 2 W., SBM
'_ E 46.93E'
a\
SHEET INDEX
-� TOPOGRAPHIC MAP
PREPARED BY
Hicks & Hartwick, Inc.
CIVIL ENGINEERS - LAND SURVEYORS
37 East Olive Avenue
REDLANDS, CALIFORNIA
(909) 793-2257
SCALE: 1:500
�. elric
Ir
CONTOUR INTERVAL = 1j2 METER
DATE OF PHOTOGRAPHY 2-8-96
PHOTO SCALE: 1:1500
f ' - THIS MAP COMPILED BY DIGITAL PHOTOGRAMMETRIC METHODS
SUPPLIMENTED WITH FIELD DATA FROM RIVERSIDE COUNTY SURVEYORS OFFICE
0 5 10 20 30 50 METERS
.. GRAPHIC SCALE
4 ?v SCALE 1:500
� 4
:r a
X .
_
IN 9 s 1
'`-
_
s
a
LEGEND
o' 620
CONTROL POINT HORIZ. & VERT.
449.013
(ID & ELEV)
+460.53
SPOT ELEVATION
BUILDING OUTLINE
UTILITY POLE
UTILITY POLE GUY
DENSE TREES
DENSE BRUSH
A --A- -
CULTIVATED LAND
X x x—
BARBED WIRE FENCE
—
CHAIN LINK FENCE
WOOD FENCE
DIRT ROAD
EDGE OF OIL
CURB
FLOWLINE
---
DRY WASH BOUNDARY
®
WATER VALVE
SIGN POST
TOP
TOP OF PIPE
.. _
Nk-
-' e
s =
-
L\ -
64
NI
n _ _
a _
_ z
- -
m
a
- m
3.
-:" U
_\ e - _
g
- _ — p
3
-
_ tea" s m
z
-
�E
�m =
a'
626 447 5 0
- �s
a
\ 4� O
e
-
00
41
--`--.
cn
- -
_TI'',,'', =1
SHEET 6 \
9043100!;
''1V'
449.25
Cj_TI VATED
CONTROL DATA
GILMAN SPRINGS ROAD
PORTION OF SECTIONS 16, 219 22, 27 AND 36 OF T.
3 S. R. 2 W,, SBM
zC
x
SHEET INDEX
TOPOGRAPHIC MAP
^ PREPARED BY
S
'QQ -t
JWZ II
Hicks & Hartwick, Inc.
CIVIL ENGINEERS - LAND SURVEYORS
37 East Olive Avenue
REDLANDS, CALIFORNIA
(909) 793-2257
SCALE: 1:500
r
CONTOUR INTERVAL = 1/2 METER
DATE OF PHOTOGRAPHY 2-8-96
PHOTO SCALE: 1:1500
THIS MAP COMPILED BY DIGITAL PHOTOGRAMMETRIC METHODS
SUPPLIMENTED WITH FIELD DATA FROM RIVERSIDE COUNTY SURVEYORS OFFICE
0 - 5 _10 20 30 50 METERS
GRAPHIC SCALE
SCALE 1:500
LEGEND
X
AL 620
CONTROL POINT HORIZ. & VERT.
449.013
(ID & ELEV)
+460.53
SPOT ELEVATION
598691
BUILDING OUTLINE
-
UTILITY POLE
UTILITY POLE GUY
OF PAINTSTRIPE
ED
P.K. NAIL. AND RIVERSIDE COUNT IN C
COUNTY TAG FLUSH NTH PAVEMEENTER
DENSE TREES
691464.930
DENSE BRUSH
�-
CULTIVATED LAND
BARBED WIRE FENCE
-=—
CHAIN LINK FENCE
1923644.855 451.259
WOOD FENCE
—
DIRT ROAD
.C. SPRINGS RO PER R.S. 66 59-61
��LD MONUMENT DOWN 0.1' IN PAVEMENT FOR CENTERLME
EDGE OF OIL
---------
CURB
--
FLOWLINE
691435.151
DRY WASH BOUNDARY
1' IRON WILY PIPE WITH TAG STAMPED 'R.C.E. 12116', FOUND MATH W-000 POST
0.5' AT N'LY RIGHT-OF-WAY LINE QLMAN SPRINGS ROAD AND E -LY
WATER VALVE
SIGN POST
TOP
TOP OF PIPE
452.8-
`=53.2'
- _ 62
�-
PT,
X
Y Z
DESCRIPTION
P.K. NAIL AND RIVERSIDE COUNTY TAG FLUSH WITH PAVEMENT IN CENTER
598691
426.199
1923858.367 456,960
OF PAINTSTRIPE
ED
P.K. NAIL. AND RIVERSIDE COUNT IN C
COUNTY TAG FLUSH NTH PAVEMEENTER
600t691471.741
691464.930
1923668,266 452,233
OF PAINTED STRIPE
COPPERWELD MONUMENT DOWN 0.1 IN PAVEMENT FOR CENTERLINE
627
1923644.855 451.259
628
691445.896
1923749.648 453.763
.C. SPRINGS RO PER R.S. 66 59-61
��LD MONUMENT DOWN 0.1' IN PAVEMENT FOR CENTERLME
E.C. GILMAN SPRINGS ROAD PER R.S.66 59-61.
643
691435.151
1923860.216
1' IRON WILY PIPE WITH TAG STAMPED 'R.C.E. 12116', FOUND MATH W-000 POST
0.5' AT N'LY RIGHT-OF-WAY LINE QLMAN SPRINGS ROAD AND E -LY
LINE INSTRUMENT #94564 (9-16-69), PER R.S. 66/59-61.
LTA VA TFE
_ = _
X44 'a
_
H;
-
m
643--
_ a.
4 z
4D_
if f
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-.
zs�
-� _
z
(
m 4Q
z
-- a -
.
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NI_
r
- - L
^= _
Cl
`E
C)
r--
' 0000
O
ti tT
O
Ti
X
SHEET 7
908ops
0
459 16
CONTROL DATA
�J
459.5n
T
596
459.9
Djp
\ u
CULTIVATED
" 69-,
a
PT.
X
Y
Z
DESCRIPTION
593
691312.862
1924185.826
456,351
P.K. NAIL NTH RIVERSIDE COUNTY TAG RUSH NTH PAVEMENT CENTERLINE PAINTED
STRIPE
e
P.E. 64/16
4,,
456..35'
GILMAN SPRINGS ROAD
PORTION OF SECTIONS 16, 219 22, 27 AND 36 OF T. 3 S., R. 2 W., SBM
SHEET INDEX TOPOGRAPHIC MAP
PREPARED BY
Hicks & Hartwick, Inc.
CIVIL ENGINEERS - LAND SURVEYORS
37 East Olive Avenue
REDLANDS, CALIFORNIA
(909) 793-2257
SCALE: 1:500
�� attic
CONTOUR INTERVAL = 1/2 METER
DATE OF PHOTOGRAPHY 2-8-96
PHOTO SCALE: 1:1500
THIS MAP COMPILED BY DIGITAL PHOTOGRAMMETRIC METHODS
SUPPLIMENTED WITH FIELD DATA FROM RIVERSIDE COUNTY SURVEYORS OFFICE
0 5 10 20 30 50 METERS
GRAPHIC SCALE
SCALE 1:500
LEGEND
— 620
CONTROL POINT HORIZ. & VERT,
449.013
(ID & ELEV)
+460.53
SPOT ELEVATION
BUILDING OUTLINE
UTILITY POLE
UTILITY POLE GUY
DENSE TREES
DENSE BRUSH
U
CULTIVATED LAND
x x x
BARBED WIRE FENCE
—
CHAIN LINK FENCE
WOOD FENCE
--
DIRT ROAD
EDGE OF OIL
--- --
CURB
FLOWLINE
DRY WASH BOUNDARY
WATER VALVE
SIGN POST
TOP
TOP OF PIPE
I xI
SHEET 8 I
9049ws
GILMAN SPF INGS F OAD
IONS 16, 21, 229 27 AND 36 OF T. 3 S., R. 2 W., SBM
m
j
TOPOGRAPHIC MAP
PREPARED BY
A/� / r
u
x
Hicks & Hartwick, Inc.
— CIVIL ENGINEERS - LAND SURVEYORS
37 East Olive Avenue
REDLANDS, CALIFORNIA
4909) 793-2257
SCALE: 1:500
- ehiC
CONTOUR INTERVAL = 1/2 METER
DATE OF PHOTOGRAPHY 2-8-96
PHOTO SCALE: 1:1500
THIS MAP COMPILED BY DIGITAL PHOTOGRAMMETRIC METHODS
SUPPLIMENTED WITH FIELD DATA FROM RIVERSIDE COUNTY SURVEYORS OFFICE
0 5 10 20 30 50 METERS
GRAPHIC SCALE
SCALE 1:500
CONTROL DATA
PT.
x
Y
Z
DESCRIPTION
517
689335.245
1926275.191
445.506
CONCRETE NAIL, DOWN 0.15', FOR POSSIBLE B.C. CENTERLINE
GILMAN SPRINGS ROAD PER P.M. 68/71
LEGEND
LL 620
CONTROL POINT HORIZ. & VERT.
449.013
(ID & ELEV)
+460.53
SPOT ELEVATION
C,
BUILDING OUTLINE
UTILITY POLE
UTILITY POLE GUY
DENSE TREES
DENSE BRUSH
CULTIVATED LAND
x x x
BARBED WIRE FENCE
3
CHAIN LINK FENCE
WOOD FENCE
DIRT ROAD
EDGE OF OIL
- — — — -
CURB
FLOWLINE
DRY WASH BOUNDARY
WATER VALVE
SIGN POST
TOP
TOP OF PIPE
SHEET 9
no
L
908dw S
Lo
Lo
00
O
C�
a
O
O
m
U
n
O
O
m
o
44&.8,
`b
,
v \
4907
689,200
TI VA TE
I
j-- Y 689,100
444.'4
cv
CONTROL DATA
PT.
X
Y
Z
DESCRIPTION
4k-
+460.53
SPOT ELEVATION
3/4* IRON PIPE, NO TAG, FLUSH, FOR N LY RIGHT-OF-WAY PIPE STA. 113+93.29 GILMAN
237
689109.309
1926659.315
451,230
SPRINGS ROAD PER F.B. 2156 SUR. 111571S. AND RIVERSIDE COUNTY MAP 3-E-1
DENSE TREES
�w v
DENSE BRUSH
--1 u-
P.K. NAIL HATH RIVERSIDE COUNTY TAG, FLUSH IN PAVEMENT, 300 t LY
500
689104.139
1926457.199
444,671
INTERSECTION BRIDGE STREET AND GILMAN SPRINGS ROAD IN CENTER OF PAINTED STRIPE
WOOD FENCE
DIRT ROAD
P.K. NAIL AND RIVERSIDE COUNTY TAG FLUSH IN PAVEMENT IN CENTER OF PAINTED
513
689114.736
1926608.707
449.185
STRIPE 280'* E'LY INTERSECTION BRIDGE STREET AND GILMAN SPRINGS ROAD
DRY WASH BOUNDARY
WATER VALVE
PX NAIL MATH RIVERSIDE COUNTY TAG, FLUSH IN PAVEMENT IN CENTER OF PAINTED
515
689226.089
1926431.748
449,078
STRIPE. 300'* W'LY "T' INTERSECTION BRIDGE STREET AND GILMAN SPRINGS ROAD
(WAIL FLUSH HATH PAVEMENT WITH TIES FOR POSSIBLE CENTERLINE INTERSECTION
665
689160.088
1926525.962
BRIDGE STREET AND GILMAN SPRINGS ROAD
665
4d9.68
agb8
6 \ -
\ 449 -` \+
a � �
\a.fi
-ULT VAT=D
GILMAN SPRINGS ROAD
PORTION OF SECTIONS 16, 21, 229 27 AND 36 OF T. 3 S., R. 2 W., S6M
SHEET INDEX TOPOGRAPHIC MAP
PREPARED BY
1
j
Hicks & Hartwick, Inc.
CIVIL ENGINEERS - LAND SURVEYORS
37 East Ofive Avenue
REDLANDS, CALIFORNIA
(9091 793-2257
SCALE: 1:500
C
1
CONTOUR INTERVAL = 1/2 METER
DATE OF PHOTOGRAPHY 2-8-96
PHOTO SCALE: 1:1500
THIS MAP COMPILED BY DIGITAL PHOTOGRAMMETRIC METHODS
SUPPLIMENTED WITH FIELD DATA FROM RIVERSIDE COUNTY SURVEYORS OFFICE
0 5 10 20 30 50 METERS
GRAPHIC SCALE
SCALE 1:500
LEGEND
`2 a\ e _
620
CONTROL POINT HORIZ. & VERT.
449.013
4k-
+460.53
SPOT ELEVATION
BUILDING OUTLINE
g
UTILITY POLE GUY
DENSE TREES
�w v
DENSE BRUSH
--1 u-
CULTIVATED LAND
x x x—
a -
CHAIN LINK FENCE
_
WOOD FENCE
LEGEND
620
CONTROL POINT HORIZ. & VERT.
449.013
OD & ELEV)
+460.53
SPOT ELEVATION
BUILDING OUTLINE
UTILITY POLE
UTILITY POLE GUY
DENSE TREES
�w v
DENSE BRUSH
--1 u-
CULTIVATED LAND
x x x—
BARBED WIRE FENCE
CHAIN LINK FENCE
WOOD FENCE
DIRT ROAD
EDGE OF OIL
- — — — -
CURB
-
FLOWLINE
- -
DRY WASH BOUNDARY
WATER VALVE
SIGN POST
TOP
TOP OF PIPE
F -M_8. 99i8.E-88 R
e�4 \
^^ ,x
SHT -10
go gap S
Y 688,900 -
0
0
:v
x
449.3 X -",
y 6788,_8
CONTROL DATA
PT.
X
Y
Z
DESCRIPTION
509
688847.592
1926930.856
451.983
P.K. NAIL AND RIVERSIDE COUNTY TAG FLUSH IN PAVEMENT IN CENTER OF
UTILITY POLE
UTILITY POLE GUY
PAINTED STRIPE GILMAN SPRINGS ROAD
511
689001.236
1926772.579
449.248
PX NAIL AND RIVERSIDE COUNTY TAG FLUSH IN PAVEMENT IN CENTER OF PAINTED STRIPE
x x X—
BARBED WIRE FENCE
—
CHAIN LINK FENCE
GILMAN SPRINGS ROAD.
449.82
C
x
3_
GILMAN SPRINGS ROAD
PORTION OF SECTIONS 16, 219 22, 27 AND 36 OF T. 3 S., R. 2 W., SBM
SHEET INDEX TOPOGRAPHIC MAP
PREPARED BY
3
Hicks & Hartwick, Inc.
CIVIL ENGINEERS - LAND SURVEYORS
37 East ONve Avenue
REDLANDS, CALIFORNIA
11909) 793-2257
SCALE: 1:500
etric
l
CONTOUR INTERVAL = 1/2 METER
DATE OF PHOTOGRAPHY 2-8-96
PHOTO SCALE: 1:1500
THIS MAP COMPILED BY DIGITAL PHOTOGRAMMETRIC METHODS
SUPPLIMENTED WITH FIELD DATA FROM RIVERSIDE COUNTY SURVEYORS OFFICE
0 5 10 20 30 50 METERS
GRAPHIC SCALE
SCALE 1:500
e -
_
' z
-r_
-- N
..LILT A --E
LEGEND
620
CONTROL POINT HORIZ. & VERT.
449.013
(ID & ELEV)
+460.53
SPOT ELEVATION
�">
BUILDING OUTLINE
UTILITY POLE
UTILITY POLE GUY
DENSE TREES
DENSE BRUSH
�-
CULTIVATED LAND
x x X—
BARBED WIRE FENCE
—
CHAIN LINK FENCE
WOOD FENCE
DIRT ROAD
EDGE OF OIL
--- --
CURB
FLOWLINE
---
DRY WASH BOUNDARY
®
WATER VALVE
SIGN POST
TOP
TOP OF PIPE
SHEET 11
908.WS
OILMAN SPRINGS ROAD
PORTION OF SECTIONS 16, 21, 22, 27 AND 36 OF T. 3 S., R. 2 W., SBM
a CD
C
o
r
N N
m N
x x x:
} Y 688,900
I,
x
CO TROL DATA
PT. X
Y
Z
DESCRIPTION
449.013
503 668810.551
1927288.397
462.395
P.K. NAIL WITH RIVERSIDE COUNTY TAG, FLUSH IN PAVEMENT IN CENTER OF
BUILDING OUTLINE
UTILITY POLE
PAINTED STRIPE
506 688759.798
1927070.946
454.775
P.K. NAIL AND RIVERSIDE COUNTY TAG FLUSH IN PAVEMENT IN CENTER OF PAINTED
DENSE BRUSH
=
CULTIVATED LAND
S71RIPE GILMAN SPRINGS ROAD
SHEET INDEX TOPOGRAPHIC MAP
PREPARED BY
�g".
Hicks & Hartwick, Inc.
CIVIL ENGINEERS - LAND SURVEYORS
37 East Olive Avenue
REDLANDS, CALIFORNIA
(909) 793-2257
x SCALE: 1:500
etric
CONTOUR INTERVAL = 1j2 METER
DATE OF PHOTOGRAPHY 2-8-96
PHOTO SCALE: 1:1500
46-.04
LEGEND
688.E _C
620
CONTROL POINT HORIZ. & VERT.
449.013
46-.04
LEGEND
620
CONTROL POINT HORIZ. & VERT.
449.013
(ID & ELEV)
+460.53
SPOT ELEVATION
BUILDING OUTLINE
UTILITY POLE
UTILITY POLE GUY
DENSE TREES
DENSE BRUSH
=
CULTIVATED LAND
x x x—
CD
BARBED WIRE FENCE
CHAIN LINK FENCE
WOOD FENCE x
DIRT ROAD
�y 688,4Liti
EDGE OF OIL
CURB
FLOWLINE
-
DRY WASH BOUNDARY
®
WATER VALVE
SMEET 12
as-