908zz_gr0 O
N N
x x
Y 69',400 Y 641;40,1;
P.M.8. 84,/'15116_v
+ 464.65
+ 4J54 61
GILMAN SPRINGS ROAD
PORTION OF SECTIONS 25, 262 27, 35 AND 36 OF T. 3 S., R. 2 W., SBM
TOPOGRAPHIC MAP
PREPARED BY �E� LAND SL
WILLIAM F.
SCHMIDT
No. 5968
M� Expjj-%
Q
Hicks & Hartwick, Inc.
CIVIL ENGINEERS - LAND StMVEYORS
37 East Olive Avemn
REDLANDS, CALIFORNIA
(909) 793-2257
SCALE: 1:500
30731ri�ic
CONTOUR INTERVAL = 1/2 METER
DATE OF PHOTOGRAPHY 1-31-97
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.
NORTHING (Y)
EASTING (X)
Z
DESCRIPTION
592
s
s
153.037
FOUND P.K. NAIL AND RIVERSIDE COUNTY TAG FLUSH IMTH PAVEMENT AT ' INTERSECTION
DAIRY DRI N'LY OF CONCRM CURB PLANTER PERF.. 1
593
691312.862
1924185.826
x.351
FOUND P.K. NAIL WITH RIVERSIDE COUNTY TAG FLUSH WITH PA T, CENTERLINE PAINTED
PER F.B. 2184 SUR. A1042.
AD AS SHOWN HEREON WAS PLOTTED FROM A COMBINATION
'SIDE COUNTY SURVEYORS OFFICE.
LEGEND
620
449.013
+460.53
x x x
o
TOP
INV
C
\ x
`\ Y 691,200
CONTROL POINT HORIZ. & VERT.
(ID & ELEV)
SPOT ELEVATION
BUILDING OUTLINE
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
UTILITY RISER
SIGN POST
TOP OF PIPE
INVERT ELEVATION OF PIPE
SHEET 1
908-Z z
PORTION OF SECTIONS 25, 26,
SHEET INDEX
P.O. 30731
P.O. 81466
35 AND 36 OF T.
TOPOGRAPHIC MAP
PREPARED BY
Hicks & Hartwick, Inc.
CIVIL ENGINEERS - LAND SURVEYORS
37 East Ohre Avenue
REDLANDS, CALIFORNIA
(909) 793-2257
SCALE: 1:500
P.O. 38731 etric
CONTOUR INTERVAL = 1/2 METER
DATE OF PHOTOGRAPHY 1-31-97
PHOTO SCALE: 1:1500
THIS MAP COMPILED BY DIGITAL PHOTOGRAMMETRIC METHODS
SUPPLiMEN IID WITH FIELD DATA FROM RIVERSIDE COUNTY SURVEYORS OFFICE
0 5 10 20 30 50 METERS
GRAPHIC SCALE
SCALE 1:500
CONTROL DATA
PT.
NORTHING (Y)
EASTING (X)
Z
DESCRIPTION
1900
690942.041
1924669.788
449.520
SET 50mm X 50mm HUB W IV. CO. SUR. TAG FLUSH OVER FOUND 50mm IRON PIPE, WITH STEEL PIN IN I
UTILITY POLE
UTILITY POLE GUY
CENTER DOWN 370mm PER PM 84/15-16, ACCEPTED AS CENTERLINE INTERSECP94 WITH KNOCH ROAD.
DENSE TREES
•
•
5
SET 50mm X 50mm HUB W/RiV. CO. SUR. TAG, STAMPED 928 FLUSH, 91M t NORTHEASTERLY OF
1928
BARBED WIRE FENCE
GILMAN SPRINGS ROAD 30M t NORTHWESTERLY OF KNOCH ROAD 13M t NORTHERLY OF DIRT ROAD. I
929
1 691152.976
1924448.320
450.377
SET PNC. NAIL AND RNV. CO. SUR. TAG, STAMPED 929 FLUSH, IN CENTER OF PAINTED STRIPE OF
EDGE OF OIL
GILMAN SPRINGS ROAD. I
R. 2 W., SBM
LEGEND
620
CONTROL POINT HORIZ. & VERT.
449.013
(iD & ELEV)
+460.53
SPOT ELEVATION
BUILDING OUTLINE
UTILITY POLE
UTILITY POLE GUY
i
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
UTILITY RISER
SIGN POST
TOP
TOP OF PIPE
INV
INVERT ELEVATION OF PIPE
26,928
454.54
SHEET 2
E
90 adw Az z
U
C
_U
3
a
N
V
U
(2
V
O
O
Lo
Lo
00
O
O
cV
O
m
U
O
S
CULTIVA T =D
M-3. 84,111'-16
Y 6910,900
O
0
N
rn
x
A927
446.31
CONTROL DATA
+450.21
Y 69c"800
,47
x
PT.
NORTHING (Y)
EASTING (X)
Z
DESCRIPTION
901
690862.798
1924752.881
450.716
SET P.K. NAIL FLUSH OVER FOUND 23mm IRON PIPE DOWN t00mm, FOR CENTERLINE INTERSECTION
UTILITY POLE
UTILITY POLE GUY
GILMAN SPRINGS ROAD AND GLEN EDEN ROAD PER RI R NTY MAP 23-F-7.
927
:
s
446.310
SET 50mm X 50mm HUB WITH RIV. CO. SUR. TAG STAMPED 92 FLUSH, 91M f SOUTHWESTERLY
x x x
BARBED WIRE FENCE
OF GILMAN SPRINGS ROAD.
931
690763.230
1924856.846
447.003
STET P.K. NAIL AND RIV. CO. SUR. TAG, STAMPED 931 FLUSH, IN CENTER OF PAINTED STRIPE OF
EDGE OF OIL
- —
- --
GIILItAN SPRINGS ROAD.
GLLti ELEN R•CAE 4 ,VEN
NC` A dAILAR_E t AND
R GH -'-CF WAYSHOWN
ENTERED ON DP ROAD
FOR GFAPHl JuRPGS'=S.
a
Y 690%700
CD
00
x
GILMAN SPRINGS ROAD
PORTION OF SECTIONS 25, 262 27, 35 AND 36 OF T. 3 S., R. 2 W., SBM
TOPOGRAPHIC MAP
PREPARED BY ��rti0 `RHO SL
oV �
WILLIAM F.
SCHM!DT
No. 5968
Exp•'
O
Hicks & Hartwick, Inc.
CIVIL ENGINEERS - LAND SURVEYORS
37 East Olive Avenue
REDLANDS, CALIFORNIA
(909) 793-2257
SC ALE: 1:500
30731 etric
N
CONTOUR INTERVAL = 1/2 METER
DATE OF PHOTOGRAPHY 1-31-97
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
N
x
GRAPHIC SCALE
SCALE 1:500
_44.72
144n-!-
Y
44n!-
�\
r
LEGEND
,'�, 620
CONTROL POINT HORIZ. & VERT.
449-013
(ID do 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
_
UTILITY RISER
SIGN POST
TOP
TOP OF PIPE
INV
INVERT ELEVATION OF PIPE
SHEET 3
C)o Az - 7:
Ai
Y 690,00
I
0
0
rn
rn
x
7 �
\�\ x
\. e
>
� e
92
-441.31
--
_441-
N
44 -�
,6,,925
440.7'U
rN
CULTIVATED
CONTROL DATA
PT.
NORTHING (Y)
EASTING (X)
Z
DESCMP71ON
(ID & ELEV)
+460.53
SPOT ELEVATION
SET P.K. NAIL AND RIV. CO. SUR. TAG STAMPED 924 FLUSH, IN CENTER STRIPE OF
924
690584.386
1925044.490
441.116
GILMAN SPRNGS ROAD FLUSH 8.7M SOUTHMESIERLY OF P.P.997440E.
DENSE TREES
DENSE BRUSH
SET 50mm X 50mm HUB WITH NAIL AND RIV. CO. SUR. TAG AMPED 925 FLUSH, 91M t
925
s
:
440.697
SOUTHWESTERLY OF GILMAN SPRINGS ROAD 15M t SOUTHEASTERLY OF BARB MARE FENCE.
WOOD FENCE
DIRT ROAD
—
SET 50mm X 50mm HUB WITH NAIL AND RIV. CO. SUR. TAG STAMPED 926 FLUSH, 91M t
926
CURB
#
442.980
NORTHEASTERLY OF GILMAN SPRINGS ROAD 30M t Sd0 UUTHEASTERLY ROW OF TAMARISK TREES.
,3, 920_
44L_y6
44 -z
GILMAN SPRINGS ROAD
PORTION OF SECTIONS 25, 262 27, 35 AND 36 OF T. 3 S., R. 2 W., SBM
4 Z' 4'
TOPOGRAPHIC MAP
PREPARED BY
r
ANP IAM FMIDT
5968
Exp. 2 -9 -
Hicks & Hartwick, Inc.
CIVIL ENGINEERS - LAND SURVEYORS
37 East Olive Avenue
REDLANDS, CALIFORNIA
(909) 793-2257
SCALE: 1:500
30731 erric
t
CONTOUR INTERVAL = 1/2 METER
DATE OF PHOTOGRAPHY 1-31-97
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
�J
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
UTILITY RISER
SIGN POST
TOP
TOP OF PIPE
INV
INVERT ELEVATION OF PIPE
_
SHEET 4 ,
-zz
U
C
U
a3+
L
O
to
Y
U
2
O
Q]
O
O
O
to
L0
CidO
3
O
m
U
O
Y 690,400
Y 690,300
0
0
cv
Ln
N
rn
x
CONTROL DATA
\ f
F
9a�
s\ 436.99
N
431.24 �
PT.
NORTHING (Y)
EASTING (X)
Z
DESCRIPTION
902
690355.832
1925253.554
436.999
SET 50mm X 50mm HUB W IV. CD. SUR. TAG FLUSH OVER FOUND 23mm IRON PIPE, DOWN 300mm,
UTILITY POLE
UTILITY POLE GUY
710P OROKEN AND RUSTY FOR STATI Ni0!9 8 B.C. PER RIVERSIDE TY MAP 3-E-1 (65-A).
903
690319.976
1925310.709
435.799
SET 60d NAIL & RIV. CO. SUR. TAG FLUSH FOUND 23mm [ROM PIPE, D01Mi 200mm, TOP BROKEN
x x x—
BARBED WIRE FENCE
AND RUSTY FOR STATION 53+78.74 PER RI COUNTY MAP 3-E-1 (45-A).
WOOD FENCE
DIRT ROAD
SET OW NAIL & RIV. CO. SUR. TAG FLUSH OUND 23mm IRON PIPE, DOWN 170mm, TOP BROKEN
904
690231.148
1925374.162
436,365
RIND RUSTY FOR STATION 57+36.79 8_C. GLMAN SPRINGS ROAD PER RIVERSRIVERSVE COUNTY MAP 3-E-1 (65-A)_
FLOWLINE
-
DRY WASH BOUNDARY
SET God NAIL & RIV. CO. SUR. TAG FLUSH OVER FOUND 23mm IRON PIPE, DOWN 300mm, FOR STATION
905
690179.162
1925420.093
435.735
+64.63 E.C. PER RIVERSIDE COUNTY MAP 3-E-1 65-A AND PER FMA 44-49.
INVERT ELEVATION OF PIPE
SET 50mm X 50mm HUB MATH NAIL AND RIV. CO. SUR. TAG STAMPED 923 FLUSH, 91M t
923
:
s
444.834
NORTHEASTERLY OF GILMAN SPRINGS ROAD IN CLEARING ON FLAT AREA.
Y 690,200
i
0
c
x
GILMAN SPRINGS ROAD
PORTION OF SECTIONS 25, 26, 272 35 AND 36 OF T. 3 S., R. 2 W., SBM
TOPOGRAPHIC MAP
PREPARED BY
�_S LAND it,
t+� � 9�
v WILLIAM F. L�
SCHMIDT
ii No. 5968
Exp.
.q
OP
1
Hicks & Hartwick, Inc.
CIVIL ENGINEERS - LAND SURVEYORS
37 East OI[w Avenue
REDLANDS, CALIFORNIA
(909) 793-2257
SCALE: 1:500
30731rk
C
C
CONTOUR INTERVAL = 1/2 METER
DATE OF PHOTOGRAPHY 1-31-97
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
-'�
_N'.'
F
�\ 435.2 -
I
LEGEND
620
CONTROL POINT HORIZ. & VERT.
449.013
(ID & ELEV)
+460.53
SPOT ELEVATION
BUILDING OUTLINE
UTILITY POLE
UTILITY POLE GUY
J1
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
UTILITY RISER
SIGN POST
TOP
TOP OF PIPE
INV
INVERT ELEVATION OF PIPE
SHEET 5
+433.10
I
A922
432.19 Y 690,100
0
a
cv
rn
x
0
0
LC
LH
01
x
GILMAN SPRINGS ROAD
PORTION OF SECTIONS 25, 26, 27, 35 AND 36 OF T. 3 S., R. 2 W., SBM
s
"X _434-5- e
~ e 43
\ \\
Y e
e \4 .46
a=
Ln X
x
5 +433.14NL
CONTROL DATA
PT.
NORTHING (Y)
EAS7ING (X)
Z
DESCRIPTION
(ID & ELEV)
+460.53
SPOT ELEVATION
SET P.K. NAIL AND RIV. CO. SUR. TAG STAMPS) 921 FLUSH, IN CENTER STRIPE OF GILMAN
921
689960.218
1925659.907
435.349
SPRINGS ROAD FLUSH 451M SOUTHEASTERLY OF P.P. 97
DENSE TREES
DENSE BRUSH
v
SET 50mm X 50mm HUB WITH NAIL AND RIV. CO. SUR. TAG STAMPED 922 FLUSH, 91M t SOUTHWESTERLY
922
s
s
432.194
OF GILMAN SPRINGS ROAD AND 20M SOUTHWESTERLY OF RED BARN HOUSE 461 WESTERLY OF BARBWIRE FENCE.
TOPOGRAPHIC MAP
PREPARED BY
v'J MLLIAM F
tF SCI! i`r9! �T
i,• No. 5958 14
Exp. -
T
L
Hicks & Hartwick, Inc.
CIVIL ENGINEERS - LAND SURVEYORS
37 East Ohre Avenue
REDLANDS, CALIFORNIA
(909) 793-2257
SCALE: 1:500
34731 errPC
N
CONTOUR INTERVAL = 1/2 METER
DATE OF PHOTOGRAPHY 1-31-97
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
N
x
x43 2-�–
LEGEND
/d 620
CONTROL POINT HORIZ. & VERT.
449.013
(ID & ELEV)
+460.53
SPOT ELEVATION
BUILDING OUTLINE
UTILITY POLE
UTILITY POLE GUY
DENSE TREES
DENSE BRUSH
v
CULTIVATED LAND
x x x—
BARBED WIRE FENCE
0 0 o
CHAIN LINK FENCE
WOOD FENCE
DIRT ROAD
EDGE OF OIL
CURB
FLOWLINE
DRY WASH BOUNDARY
UTILITY RISER
SIGN POST
TOP
TOP OF PIPE
INV
INVERT ELEVATION OF PIPE
SHEET 6
90 8-Z
Z
U
3
L
v
m
U
2
U]
r
0
r
0
66
0
C5
3
l�
co
0
m
0
LO
0
+433.93
I
Y 689,800
0
0
n
td
N
X
CONTROL DATA
X435.78
C! TI\ATLD
g
+434.29
- \�,45.82
+433.85 +434.26
x434.25
PT.
NORTHING (Y)
EASTING (X)
Z
DESCRIPTION
906
689731.970
1925910.091
436.917
SET 60d NAIL A RIV. CO. SUR. TAG FLUSH OVER FOUND 23mm IRON PIPE, DOWN 180mm, BROKEN AND RUSTY,
UTILITY POLE
UTILITY POLE GUY
TOP FOR STATION 81+46.74 B.C. PER RIVERSIDE COUNTY MAP 3-E-1 65-A PM 86/48-49.
DENSE TREES
DENSE BRUSH
SET 60d NAIL & RIV. 00. SUR. TAG FLUSH OVER FOUND 23mm IRON PIPE, BONN 2OOvnm, WITH TAG RCE 23715
907
689687.875
1925853.387
438.058
NOT ATTACHED TOP BROKEN AND RUSTY FOR STATION 83+46.07 E.C. P RI COUNTY MAP 3-E-1 (65-A).
WOOD FENCE
DIRT ROAD
SET 50mm X 50mm HUB W AIL AND RIV. CO. SUR. TAG STAMPED 919 FLUSH, 91M t
919
s
s
433.905
SOUTHWESTERLY OF GILMAN FRNGS ROAD.
920
•
•
450.509
SET 50mm X 50mm HUB W AIL AND RIV. CO. SUR. TAG STAMPED '92Cr FLUSH, 91M t
TOP
TOP OF PIPE
INV
INVERT ELEVATION OF PIPE
NORTHEASTERLY OF GILMAN SPRINGS ROAD ATW BRUSH LINE AND SIDE OF HILL.
930
68875&497
1925880.606
435.931
SET P.K. NAIL AND RIV. CO. SUR. TAG, STAMPED 930 FLUSH, IN CENTER OF PAINTED STRIPE
OF GILMAN SPRINGS ROAD 200M t NORTHNESTERLY OF DIRT FARM ROAD.
e i _
,X
_ e
4$
e�
g
i
GILMAN SPRINGS ROAD
PORTION OF SECTIONS 25, 26, 27, 35 AND 36 OF T. 3 S., R. 2 W., SBM
�IfCC 1 119LJCA TOPOGRAPHIC MAP
PREPARED BY
P.O. 30731 LANo
WILLIAM F.
SCHMIDT
No. 5968
Exp.1 ��. s!" -
Hicks & Hartwick, Inc. CA`
CIVIL ENGINEERS - LAND SURVEYORS
P.O. 81466 37 East Oliva Avenue
REDLANDS, CALIFORNIA
(909) 793-2257
SCALE: 1:500
A920
.h, P.O. 30731
etric
CONTOUR INTERVAL = 1/2 METER
DATE OF PHOTOGRAPHY 1-31-97
PHOTO SCALE: 1:1500
THIS MAP COMPILED BY DIGITAL PHOTOGRAMMETRIC METHODS
688"JC SUPPLIMENTED WITH FIELD DATA FROM RIVERSIDE COUNTY SURVEYORS OFFICE
0 5 10 20 30 50 METERS
- GRAPHIC SCALE
SCALE 1:500
LEGEND
s�
620
CONTROL POINT HORIZ. & VERT.
449.013
(ID & ELEV)
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
UTILITY RISER
SIGN POST
TOP
TOP OF PIPE
INV
INVERT ELEVATION OF PIPE
SHEET 7
90 8-Z Z
C
U
C3
2
Y
U
2
0D
O
1-1
O
O
LO
LO
ao
O
O
0
r
O
m
U
LO
O
M B. ` 68 /70--2
F.S._ 12/53
CONTROL DATA
PT.
NORTHING (Y)
EASTING (X)
Z
DESCRIPTION
908
689378.488
1925226.733
444.892
SET MAIL AND TIN FLUSH OVER FOUND CONCRETE NAR, DOMIN 60mm, FOR B.C., PER PM 66/70-72,
UTILITY POLE
UTILITY POLE GUY
NOTE- THIS IS NOT AT SAME LOCATION AS B.C. STA 97+07.71 RIVERSIDE C TY MAP 3-E-1 (65-A).
918
5861553.253
1926063.247
440.139
SET P.K. NAIL AND RIV. CO. SUR. TAG FLUSH, IN CENTER OF PAINIED STRIPE, STAMPED -910-,
x x x
BARBED WIRE FENCE
0 o-
CHAIN LINK FENCE
7.6M SOUTHIIIESTERLY OF P.P. # 1979458E.
Y 6£9,400
I
G
rn
x
GILMAN SPRINGS ROAD
PORTION OF SECTIONS 25, 26, 272 35 AND 36 OF T. 3 S., R. 2 W., SBM
TOPOGRAPHIC MAP
PREPARED BY E9 LAND
.r WILLIAM F.
SCHrv1!DT
�7 NO/.� 5�9�68
Hicks & Hartwick, Inc.
CIVIL ENGM EERS - LAND SURVEYORS
37 East Ohre Avenue
REDLANDS, CALFORNIA
(909) 793-2257
SCALE: 1:500
30731 erric
N ' I
CONTOUR INTERVAL = 1/2 METER
DATE OF PHOTOGRAPHY 1-31-97
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
GoS
42.892
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
CULTIVATED LAND
x x x
BARBED WIRE FENCE
0 o-
CHAIN LINK FENCE
WOOD FENCE
DIRT ROAD
-
EDGE OF OIL
CURB
FLOWLINE
--___ _---- _
DRY WASH BOUNDARY
_
UTILITY RISER
SIGN POST
TOP
TOP OF PIPE
INV
INVERT ELEVATION OF PIPE
I
SHEET 8
t
90 0.0-4z z
U
U
O
_yy
a0
U)
U
r
O
_O
O
Ln
d6
O
t�
a6
O
m
U
0
O
�Z