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GRAPHIC SCALE: 1 =
CONSTRUCTION NOTES
OREMOVE
CHAIN LINK FENCE INCLUDING
�Q
FS —
GATES
FL —
FLOWLINE ELEVATION
W
O5
PROVIDE SLOPE EROSION CONTROL
FF —
BLANKET NORTH AMERICAN GREEN NO.
O
R/W
S150 OR APPROVED EQUIVALENT.
O6
RELOCATE CL FENCE INCLUDING GATES
Z
� 3
REMOVE do REPLACE EXISTING CL FENCE IN
GB —
KIND.
CB —
CATCH BASIN
14
EXTEND BOX CULVERT PER DETAIL ON
TG —
SHEET 2A.
W
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ABBREVIATION LIST
TC -
TOP OF CURB ELEVATION
W
FS —
FINISHED SURFACE ELEVATION
FL —
FLOWLINE ELEVATION
W
FG —
FINISHED GRADE
FF —
FINISHED FLOOR
ca
R/W
— RIGHT OF WAY
AC —
ASPHALT CEMENT
AB —
AGGREGATE BASE
GB —
GRADE BREAK
CB —
CATCH BASIN
CL —
CHAIN LINK
TG —
TOP OF GRATE
INV
— INVERT ELEVATION
W
CMP
— CORREGATED METAL PIPE
RCP
- REINFORCED CONCRETE PIPE
CENTERLINE
Z
L I -
LOCAL DEPRESSION
LEGEND
J
a
FUTURE CONCRETE SURFACE
PROPOSED AC PAVEMENT (FIRE ACCESS)
3.5" AC OVER 4" CLASS 2 AB
_ . -dO _ _ _
_� FLOWLI N E
C
F
CUT/FILL-DAYLIGHT LINE
LIMITS OF GRADING
®
RIP—RAP
EXISTING CONTOUR
—�088 PROPOSED CONTOUR
2:1 MAX CUT OR FILL SLOPE
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�................».,.. FUTURE IMPROVEMENTS
0
EXISTING CALTRANS
CL FENCE
SEWER EASEMENT I J
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X
U
M A T C H L I N E SEE SHEET NO.4
NOTE TO CONTRACTOR
CONTRACTOR TO REMOVE ALL
TREES LOCATED ON-SITE
i
EXISTING CALTRANS -�
CL FENCE
SEWER EASEMENT
00
V) I _
O J CO
O
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ori
0
I
0.5'—�
15.0' _
co
ao
O
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J F --
V)
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w =
o_
o�
a-
3.0
3.0'
^ O
O ,n
0
Ui o
00 °Q
o0
EXISTING CALTRANS
CONCRETE CHANNEL
20.00'
O
ori
0
r-
4.5'
U_
00
0
Cr
U
7'
/ ESS 1pgq DISCLAIMER
EXISTING—f SECTION J- J
CONCRETE CHANNEL 75 ,`c����,�\d�aU��h !� These documents have been prepared for a specific project and shall neither be altered nor
SCALE: 1"=19 reused for any other purpose. Also, these documents do not represent as -built conditions. If
these documents are altered intentionally or unintentionally, or reused without the design
75SECTION D- D No. 121$0 x' engineer written approval, it will be at the sole risk and responsibility of the user. The act of
Up. * 9 P P P Y
SCALE: 1WMV * altering or reusing is construed as indemnifying and holding the design engineering firm and its
SECTION ,�rF clvl\ �� employees harmless from all claims, damages, and expenses, including attorney fees, arising out
OF Cof such act.
SCALE: TaV
BENCHMARK:
PK NAIL IN LEAD 6.46' WEST OF NORTHERLY
CURB RETURN NORTHWEST CORNER OF INTERSECTION
OF CITRUS AVENUE AND SAN BERNARDINO AVENUE,
CITY OF FONTANA DATUM. ELEVATION = 1136.67
ASL Consulting Engineers
348 WEST HOSPITALITY LANE. STE. 301
SAN BERNARDINO, CA 92408
(909) 381-3666. FAX (909) 381-4176
TOLL FREE 'mmm' 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV
IES DESWTM
DAZE I DM I CITY I DALE
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
PREPARED UNDER THE SUPERVISION OF:
MAVX F:
K,L,
.,,• /r AgCt DATE: 7- IZOI911MEMO BY'.
RONALD P. SHELDON R.C.E. 132180
MY REGISTRATION EXPIRES 12-31-2000 J.M.\ R. S.
CITY OF FONTANA, CALIFORNIA
FONTANA AUTOMALL
ROUGH GRADING PLAN
0
s
scKF:
AS SHOWN
DAM
12/8/1999
ORArAMG t10'` 6
2803 7