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AsBVIATION LIST
TC -TOP OF CURB ELEVATION
FS -FINISHED SURFACE ELEVATION CONSTRUCTION NOTES
FL - FLOWLINE ELEVATION
FG -FINISHED GRADE
FF -FINISHED FLOOR O4 REMOVE AC PAVEMENT
R/W -RIGHT OF WAY
PROPOSED STORM DRAIN-
EXISTING
RAIN-
EXISTING R/W
PROPOSC --'S-EWER
e
SEE DETENTION BASS! DETAL —
ON SHEET 3 OF 7 FOR PPE
INVERTS, FLOWLINE ELEVATION9r
CONSTRUCTION NOTES
RIBBON GUTTER GRA
AND DIMENSIONAL C
W
2
W -J
COT .,
14-
r7
� JCWL
0
a
AC
ASPHALT CEMENT
CITY OF FQNTANA, CALIFORNIA
O7
INSTALL BRICK AND MORTAR PLUG
36" CMP
AB
_
AGGREGATE BASE
DRAM BY:
K.L.
FONTANA AUTOMALL
ROUGH GRADING PLAN
INSTALL BRICK AND MORTAR PLUG
GB
- GRADE BREAK
BRING THEM INTO CONFORMANCE WITH CONDITIONS ANDK.L,\
STANDARDS IN EFFECT.
OINSTALL
36" RCP, D=1350, WITH RUBBER
TO BE REMOVED B'Y....,OTHERHAAT`
S- - TIME OF
CB
- CATCH BASIN
APPR
EE: 1
TYENGINEER .. -DATE:
DRAW= ft:S
2803
GASKETED JOINTS
FUTURE CONNECTION �*ITH STORM DRAIN.
CL
- CHAIN LINK
TG
- TOP OF GRATE
10
6' FENCE WITH 15' WIDE GATE TO BE
INV
CMP
- INVERT ELEVATION
- CORRUGATED METAL PIPE
CONSTRUCTED UNDER SEPERATE PERMIT.
RCP
- REINFORCED CONCRETE PIPE
1 1
O
CONSTRUCT 5' RCP STUB, D=1350
PROPOSED WATER
-
CENTERLINE
LD
- LOCAL DEPRESSION
EXISTING WATER ':,.,`..,:.
12
INSTALL 48" CMP RISER INLET (SEE DETAIL ON
LEGEND
SHEET 28)
13
REMOVE AND REPLACE CL FENCE
16
CONSTRUCT 18" RCP, D=1350.
REMOVE PAVEMENT
�'
17
O
CONSTRUCT 30" SRP MANUFACTURERED BY
PACIFIC CORRUGATED PIPECO. OR APPROVED
...........
FLOWLINEEQUIVALENT
C
20
CONSTRUCT 24" SRP MANUFACTURERED BY
F
CUT/FILL- LINE
/
PACIFIC CORRUGATED PIPE CO. OR APPROVED
LIMITS OF GRADING
EQUIVALENT""'
21
CONSTRUCT CURB INLET PER CITY OF FONTANA
`
®
RIP -RAP
STD. DETAIL 121, MODIFIED FOR 6" C.F.
WITH 4" L.D. (W=8.0' V=3.68')
..........
- :_:::::_. ._� .
.:._
.....,
EXISTING CONTOUR
22
CONSTRUCT CURB INLET PER CITY OF FONTANA
STD. DETAIL 121, MODIFIED FOR 6" C.F.
--- -
WITH 4" L.D. (W=4.0' V=3.30')
...................:.................
:.....
—X1088—
PROPOSED CONTOUR
2
CONSTRUCT CURB INLET PER CITY OF FONTANA
....
:, ..........-
STD. DETAIL 1211 MODIFIED FOR 10" C.F.
2:1 MAX CUT OR FILL SLOPE
WITH 2" L.D. (W=8.0' V=2.93')
......... .
" `
24
CONSTRUCT 30" RCP, D=1350, WITH RUBBER
" ` ".. "`
.........�...............
,............................
FUTURE IMPROVEMENTS
GASKETED JOINTS
-.-
25
CONSTRUCT CONCRETE COLLAR
........................ .................................
PER APWA STD DETAIL 380-1
26
CONSTRUCT EMERGENGY SPILLWAY
WITH SPLASH PAD PER DETAIL ON SHEET 2
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) 351-4176
IIIG�LE►T
TSL FREE -qqmmpw- 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
M A T C H L I N E
REVISION DESCRIPTION
SEE SHEET NO.3
DALE I DM I CITY I DATE
co
O
z
H
W
W
10-,
INV
W
W
INSTALL BRICK AND
CONNECTION TO FUTURE
SD BY OTHERS
1072.50
INV
1072.55
INV
DISCLAJMER
1077.44
1076.44
5=0.0093
1073.19
68.96' INV
LINE "An
NOT TO SCALE
S=0.0050
INV
� 56.82'
r�
LINE 'B'
NOT TO SCALE 1080.0
16 TC
21
5=0.098 2
1077.1 —1 7.4 3� 1077.58
INV INV
NOT TO SCCE
1077.41 1081.0
INV 1 _-1-Tr,
LINE "D`
NOT TO SCALE
LIRE IF
NOT TO SCALE
I FFNCE
4'4'`2:1—�
SLOPE
5.0'
SEC,TtON K- K
NOT TO SCALE
CL FENCE
1.60%
JC 2.3�x
r-
SLOPE
13.0' 1 10.0' 7.01
SECTION L -L
NOT TO SCALE
2.0'
0.68:
These documents have been prepared for a specific project and shall neither be altered nor
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
engineer's written approval, it will be at the sole risk and responsibility of the user. The act of
altering or reusing is construed as indemnifying and holding the design engineering firm and its
employees harmless from all claims, damages, and expenses, including attorney fees, arising out
of such act.
1082.50
PREPAM UMXR TW SWERVISIM OF:
CITY OF FQNTANA, CALIFORNIA
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
DRAM BY:
K.L.
FONTANA AUTOMALL
ROUGH GRADING PLAN
SCKE
AS SHOWN
DMMM BY:
DAIS;
BRING THEM INTO CONFORMANCE WITH CONDITIONS ANDK.L,\
STANDARDS IN EFFECT.
� — DATE: It
R,E.
12/8/1999
CHECKM Br.
J. R.S.ZX
APPR
EE: 1
TYENGINEER .. -DATE:
DRAW= ft:S
2803
7
RONALD P. SHELDON R.C.E. X321 �
DIY REGISTRATION EXPIRES 12-31-2000