HomeMy WebLinkAbout2930-3•
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T OF CURB AND GUTTER FLOW LiNt
OVER PRQPOSEDSTORM DRAI
SEE SHEET 2
1
11
1
1 1
t
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1.11111101111111111111
111
111
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MINIM
9+00
L()
PROFILE SCALE
HORIZ: 1"=20'
VERT: 1"=2'
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II I
01111111111111111111111111111.1111111111111111111111111111M1.11111111
9+50
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10+00
MULBERRY AVENUE
120'
10+50
60'
60'
3'
W V
4.4
.,„
.
,—
COUNTRY VILLAGE_/MOUBERRY -
4_A 20+
INTERSECTION PHILADELPHIA AV 10+
7'
i \
1 EX. TEL.
\LI 38' E/O CL
I \
1
0 EX. 10" GAS '
22' E/O CL
1_,-,-.`
i (17, EX. EDISON OVER CI
, I \4-c1/4.,1 48' E/O' 'CL '
•, ' k 1
CITY OF__FONTANA 897223"
COUNTY OF RIVERSIDE
CN
7'
EX. TEL.
13'
1+1M
"C.
11
I
A
11 _
— CONCRETE COLLAR.
STA . 9D,
'N.
EXISTING 48* ic
4' W/0 tL
9+96 E. 19+55. 8 N
CL JUNCTION STRUCTURE,
A=80', B=30", C=4.74' I
D1= D2 =48"
0415
EX. R W & BLOC
PHILADELPHIA
REV,
REVISION DESCRIPTION
rs,
(6'
CN
DATE
COUNTRY VILLAGE ROAD
ENGR.
CITY
DATE
BCR 19+41.12
NEW LOCATION OF RCP IS ,c6,
sOu, PRoP0'5a1P ZCP
07
cri
1-.J
COUNTY OF RIVERSIDE
IJ
-J
a
CO
C.)
I I
(0
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II
3
APPROVED:
NVVVVVVVVVVVYVVVVVVVVN
DIAL
BEFORE
YOU DIG
TWO WORKING
DAYS BEFORE
YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
DIRECTOR OF TRANSPORTATION
7//7/0
DATE
11+50 12+00
& BLOCK WALL
w
1
0
L.L.J
,CITY OF...FONTANA
COUNTY OF RIVERSIDE
AVENUE
0
0
CONSTRUCTION NOTES:
0
0
PROTECT IN PLACE.
REMOVE EXISTING PCC, AC, BASE, AND/OR SOIL.
CONSTRUCT 0.58 FT THICK ASPHALT CONCRETE
OVER 0.50 FT THICK AGGREGATE BASE.
CONSTRUCT CURB OPENING CATCH BASIN PER RIVERSIDE
COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT
STANDARD DRAWING NO. CB 100.
CONSTRUCT GUTTER DEPRESSION FOR CURB OPENING CATCH
BASIN PER COUNTY OF RIVERSIDE STD NO 311 CASE B.
CONSTRUCT 30 INCH RCP (1500—D) AS SHOWN.
CONSTRUCT MANHOLE NO. 4 PER RIVERSIDE COUNTY
FLOOD CONTROL AND WATER CONSERVATION DISTRICT STANDARD
DRAWING NO. MH 254.
NOTE: DESCRIPTIONS OF EXISTING DRAINAGE FACILITIES WERE OBTAINED
FROM BEST AVAILABLE RECORDS. PRIOR TO CONSTRUCTION CONTRACTOR
SHALL POTHOLE TO VERIFY HORIZONTAL AND VERTICAL LOCATION.
ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCY.
RECORD DRAWING CONSTRUCTION NOTES:
0
0
*
**
***
INVERT OF C.B. IS 1.25' LOWER THAN PROPOSED INVERT AT STA. 11+04.50
NEW LOCATION OF 30" RCP IS 18" SOUTH OF PROPOSED 30" RCP AT STA. 11+00
0.50
CONCRETE COVER AT STA. 11+00.50 TO GO BACK INTO C.B.
0
C.B. WIDTH IS 14' AS DIRECTED BY INSPECTOR
BENCHMARK:
RIVERSIDE COUNTY / M.L.41-1 ELEV=841.262 (IN LIEU OF M1.41-1-64)
AT THE SOUTHWEST CORNER OF PHILADELPHIA AVENUE AND
MULBERRY AVE 1 FT. NORTH OF A MARKER POST A BRASS
DISK SET IN THE TOP OF A CONCRETE POST MARKED M.L. 41-1
1111111110111111111111
00
BACKFILL**
6"
0 .
000 o°
0,0 000
0 .
c40:00
1720a
1111111111111111
EXIST. PVMNT.
PAVEMENT (-AT)
REPLACEMENT \--r.—/
11
C.1)
00
......
, ..... , ..
EXIST. PIPE
SEE NOTE BELOW***
12" MIN.
'
4" MIN.
PIPE
0.D.
TYPICAL TRENCH DETAIL
N.T.S.
PIPE BEDDING IN TRENCHES SHALL BE COMPOSED OF SAND OR OTHER
GRANULAR MATERIAL APPROVED BY THE ENGINEER. THE MAXIMUM ROCK
SIZE FOR BEDDING SHALL BE 4" IN THE GREATEST DIMENSION.
BACKFILL SHALL COMPACTED TO 90% RELATIVE COMPACTION
WHERE STORM DRAIN MAIN OR LATERAL, WATER MAIN OR SANITARY SEWER
MAIN CROSSING OCCURS, BACKFILL SHALL BE BY WATER DENSIFICATION
METHODS, HORIZONTAL DISTANCE EACH SIDE OF CROSSING FOR WATER
DENSIFICATION, SHALL BE EQUAL TO THE VERTICAL DISTANCE BETWEEN
THE CROSSING FACILITY AND THE STORM DRAIN.
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
STANDARDS IN EFFECT.
elvIV
WILLDAN
13191 Crossroads Parkway North, Suite 405
Industry, CA 91746-3497
(562) 908-6200
UNDER THE SUPERVISION OF:
Date: 71(1 /02-
CARLOS A. Z NO R.C.E. NO. C060153
Q: \12364\3021\206s03.dwg
CITY OF FONTANA, CALIFORNIA
DRAINAGE IMPROVEMENT PLAN
DRAWN BY:
AL
DESIGNED BY:
SCB
MULBERRY AVENUE/COUNIR)' VILLAGE ROAD
AND
PHIL ELPHIA AVENUE
SCALE:
1 "= 20'
CHECKED BY:
CZ
APP) VED,,BY:
CITY ENGINEER
27 7. 22 •e0P-4
R.C.E. 51152 DATE:
DATE:
03/14/01
DRAWING NO.:
2930
3
5
ENT PLAN
GE IMPROV
PHILADELPHIA
MULBERRY/COUNTRY