HomeMy WebLinkAbout3802-2CITY OF FONTANA
STORM DRAIN IMPROVEMENT PLANS
LINE "A" AND LINE nB"
CONSTRUCTION NOTES
O
CONSTRUCT
15'W x 6'H REINFORCED CONCRETE CHANNEL PER
LEGAL DESCRIPTION:
TYPICAL SECTION AND STRUCTURAL DETAILS ON SHEET 16.
2O
CONSTRUCT
10'W x 6'H REINFORCED CONCRETE CHANNEL PER TYPICAL SECTION AND STRUCTURAL DETAILS ON SHEET 16.
O3
CONSTRUCT
RECTANGULAR CHANNEL TRANSITION PER DETAIL SHOWN ON SHEET 16.
4O
CONSTRUCT
CONCRETE CHANNEL TRANSITION PER DETAIL SHOWN ON SHEET 17.
O
CONSTRUCT
6' WROUGHT IRON WALL FENCE PER PERIMETER WALL PLANS.
6O
CONSTRUCT
15 -FT WIDE ACCESS ROAD WITH 0.25' AC (TYPE B) OVER 6" 95% COMPACT NATIVE.
O7
CONSTRUCT
TYPE "A" AC DIKE PER CALTRANS STD. PLAN A87.
8O
CONSTRUCT
DOUBLE CELL REINFORCED CONCRETE BOX CULVERT PER MODIFIED CALTRANS STD. PLAN D81 AND DETAILS
BENCH MARK•
ON SHEET
16 (SEE PROFILE FOR SIZE).
O9
CONSTRUCT
JUNCTION STRUCTURE PER APWA STD. PLAN 333-1.
10
CONSTRUCT
18" RCP (D -LOAD PER PROFILE).
11
CONSTRUCT
24" RCP (D -LOAD PER PROFILE).
12
CONSTRUCT
30" RCP (D -LOAD PER PROFILE).
13
CONSTRUCT
36" RCP (D -LOAD PER PROFILE).
14
CONSTRUCT
CATCH BASIN PER APWA STD. PLAN 300-2.
15
CONSTRUCT
MONOLITHIC CATCH CONNECTION BASIN PER APWA STD. PLAN 308-1.
16
CONSTRUCT
LOCAL DEPRESSION CASE "A" PER APWA STD. PLAN 313-1.
17
CONSTRUCT
CONCRETE SLOPE PROTECTION PER DETAILS ON SHEET 12.
18
CONSTRUCT
MANHOLE PER APWA STD. PLAN 321-1.
19
CONSTRUCT
PIER EXTENSION PER DETAIL ON SHEET 16.
�0
CONSTRUCT
CONCRETE BULKHEAD PER RCFC AND WCD STD. DWG. NO. M816.
21
CONSTRUCT
MANHOLE PER APWA STD. PLAN 322-1.
�2
CONSTRUCT
INLET STRUCTURE PER RCFC AND WCD STD. PLAN CB 108.
23
GRADE PER
PLAN.
�4
CONSTRUCT
3" DG ACCESS ROAD OVER 6" 959 COMPACT NATIVE.
�5
CONSTRUCT
90" RCP (D -LOAD PER PROFILE).
�6
CONSTRUCT
REMOVABLE TRASH RACK PER DETAILS ON SHEET 13.
�7
CONSTRUCT
CONCRETE COLLAR PER APWA STD. PLAN 380-2.
�8
CONSTRUCT
4" CLASS "A" CONCRETE WITH 6"x6" 1.3Wx 1.3W W.W.F.
30
CONSTRUCT
CSP RISER PER DETAILS ON SHEET 17.
33
CONSTRUCT
TYPE "A" PIPE HEADWALLS AND WINGWALLS PER CALTRANS STD. D90.
34
CONSTRUCT
48" RCP (D -LOAD PER PROFILE).
35
CONSTRUCT
114 TON CONCRETE RIPRAP PER CALTRANS STD. SPEC. SEC. 72 (METHOD "B") AND DETAIL ON SHEET 15.
36
CONSTRUCT
ACCESS ROAD WITH 0.25' AC (TYPE B) OVER 6" 95% COMPACT NATIVE (WIDTH PER PLAN).
37
CONSTRUCT
SLIDE GATE PER WATERMAN AC -31 ALUMINUM GATE OR EQUAL
38
CONSTRUCT
6" PVC PERFORATED RISER PER WQ RISER DETAIL "B" & SECTIONS "C -C" AND "D -D" ON SHEET 10.
39
CONSTRUCT
20 -FT. WIDE ACCESS ROAD WITH 0.25' AC (TYPE B) OVER 6" 95% COMPACT NATIVE.
40
CONSTRUCT
WIRE WELDED FABRIC (8 X 8 MESH).
41
CONSTRUCT
MODIFIED CATCH BASIN PER APWA STD. PLAN 300-2 AN97DETAIL "A" MODIFIED ON SHEET 10.
42
CONSTRUCT
14'Wx 10'H SINGLE CELL REINFORCED CONCRETE BOX CULVERT PER MODIFIED CALTRANS STD. PLAN D80 AND DETAIL ON SHEET 16.
43
CONSTRUCT
CONCRETE FLARE END SECTION PER CALTRANS STD PLAN D94B
3
N 44 CONSTRUCT 14'Wx 12'H SINGLE CELL REINFORCED CONCRETE BOX CULVERT PER MODIFIED CALTRANS STD. PLAN D80 AND DETAIL ON SHEET 16.
� 45 CONSTRUCT TYPE "A" BOX CULVERT WINGWALLS PER CALTRANS STD. PLAN D84.
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BASIS OF BEARING
LEGAL DESCRIPTION:
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THE BASIS OF BEARING IS BASED ON THE WESTERLY
BEING A SUBDMSION OF A
L
LINE OF THE NORTHEAST QUARTER OF SECTION 23,
PORTION OF THE SOUTHEAST 1/4
NTOWNSHIP
1 NORTH, RANGE 6 WEST, S.B.M. AS SHOWN
OF SECTION 14, TOWNSHIP 1 NORTH,
E
ON FINAL TRACT MAP NO.13750, FILED IN BOOK 250,
RANGE 6 WEST, SAN BERNARDINO
r ,
AT PAGES 48 THROUGH 66, INCLUSNE, IN THE OFFICE
MERIDIAN, COUNTY OF SAN
`t
.-
OF THE COUNTY RECORDER OF SAN BERNARDINO
BERNARDINO.
o I
COUNTY, BEING NORTH 00'30'24' WEST.
LS
L
4-
C `°
BENCH MARK•
110
=o
0
DESCRIBED BY METROPOLITAN WATER DISTRICT SO. Q
c CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE
/ a INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE _
cn SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 AWA&AA&#VVVVVVftA~�.,
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 DIAL
E FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH
Z a) ON THE NORTHWEST CORNER OF A 10 FOOT WIDE BEFORE �
�o YOU DIG
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD
o D MWDSC 3 INCH BRASS DISK STAMPED "33A 1992".
J NAVD 88 - 1508.56 (FEET)
OWNER/DEVELOPER
CENTEX HOMES
1265 CORONA POINTE COURT
CORONA, CA 92879
PH: (951) 279-3000
FAX- (951) 279-2100
TOLL FREE -qmmmmw' 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
SOIL ENGINEER
ALBUS-KEEFE AND ASSOC., INC.
1011 N. ARMANDO STREET
ANAHEIM, CA 92806
PH: (714) 630-1626 _
FAX- (714) 630-1916
REVISION DESCRIPTION
945 CORD PfZ AWING
LLJ N. 9 v
7�C
SOF
DATE I ENGR. I CITY I DATE
ar/0581
ESTIMATE
13]9.1 C. Y.
629.7 C. Y.
492.5 C. Y
29.7 C.Y
4304 L. F.
34,432 S. F.
2,311 L.F
843.8 L. F
4 EA
206 L. F
308
L. F
577
L.F
73
L. F
7
EA
1
EA
3
L. F
420
CY
2
EA
1
EA
3
EA
6
EA
2
EA
1
LS
22,500
S. F.
110
L. F.
3
EA
3
EA
200
CY
1
EA
2
EA
227
L. F.
250
C. Y.
80,200
S. F.
1
EA
1
EA
32,798
SF
1
EA
1
EA
378.2
C. Y
3
EA
7.3 C. Y.
1 EA
46
CONSTRUCT
1 TON CONCRETE RIPRAP WITH UPPER 6" TO 9" OF TOP LAYER EXPOSED PER CALTRANS
BC
STD. SPEC.
SEC. 72 (METHOD "A" PLACEMENT) AND DETAIL ON SHEET 9.
BOTTOM
47
CONSTRUCT
6" CLASS 'A" CONCRETE SLOPE PROTECTION WITH #4 @ 18" O.C.
B.W.
48
CONSTRUCT
15 -FT. WIDE WROUGHT IRON DOUBLE DRIVE GATE PER PERIMETER
WALL PLANS.
49
CONSTRUCT
8" CLASS 'A" CONCRETE W/ NO. 4 REBAR AT 18" O.C.
DUCTILE IRON PIPE
50
CONSTRUCT
DROP INLET PER SECTION "B -B" ON SHEET 6.
END OF CURVE
51
CONSTRUCT
WALL EXTENTION (EXTEND VERTICAL STEEL 6")
FINISH SURFACE
52
CONSTRUCT
8" CLASS "A" SPILLWAY W/ #4 @ 18" O.C. B.W. AND DETAILS ON
SHEET 9.
53
CONSTRUCT
TRANSITION STRUCTURE PER APWA STD. 342-1.
HYDRAULIC GRADE LINE
54
CONSTRUCT
TRANSITION STRUCTURE PER APWA STD. 341-1.
INDICATES PROPOSED CONDITION
55
CONSTRUCT
CHAINLINK WALL FENCE PER CALTRANS STD. PLAN B11-52.
INVERT
56
CONSTRUCT
15 -FT. DOUBLE DRIVE GATE PER SBCFCD SP. 1.
MANHOLE
57
CONSTRUCT
6 -FT CHAINLINK FENCE PER SBCFCD SP. I.
PAD ELEVATION
58
CONSTRUCT
CONCRETE V -DITCH PER DETAILS ON SHEET 10.
POLY VINYL CHLORIDE
59
CONSTRUCT
PIPE OUTLET PROTECTION BARRIER PER SBCFCD S.P. 101-1, 101-2,
AND 101-3.
60
CONSTRUCT
10'Wx7'H SINGLE CELL REINFORCED CONCRETE BOX CULVERT PER
MODIFIED CALTRANS STD. PLAN D80 AND DETAIL ON SHEET 16.
61
CONSTRUCT
TYPE 1A RETAINING WALL PER CALTRANS STD. PLAN B3-3.
REINFORCED CONCRETE PIPE
62
CONSTRUCT
20.75'Wx6'H CONCRETE CHANNEL PER TYPICAL SECTION AND STRUCTURAL DETAILS ON SHEET 16.
LEGEND
APWA
AMERICAN PUBLIC WORKS ASSOCIATION
BC
BEGINNING OF CURVE
BOT.
BOTTOM
CB
CATCH BASIN
C
CENTERLINE
CIL OR C. L.
CENTERLINE
CP
CONNECTOR PIPE
CFS
CUBIC FEET PER SECOND
DIP
DUCTILE IRON PIPE
ELEV
ELEVATION
EC
END OF CURVE
EXIST./EX.
EXISTING
FS
FINISH SURFACE
FL
FLOW LINE
GB
GRADE BREAK
GTD
GRADE TO DRAIN
HGL
HYDRAULIC GRADE LINE
450.00
INDICATES EXISTING CONDITION
450.00
INDICATES PROPOSED CONDITION
INT
INTERSECTION
INV
INVERT
LF
LINEAR FEET
M.H.
MANHOLE
MIN
MINIMUM
P. E.
PAD ELEVATION
PRC
POINT OF REVERSE CURVATURE
PVC
POLY VINYL CHLORIDE
P/L
PROPERTY LINE
PROP.
PROPOSED
PUE
PUBLIC UTILITY EASEMENT
RCB
REINFORCED CONCRETE BOX
RCC
REINFORCED CONCRETE CHANNEL
RCP
REINFORCED CONCRETE PIPE
R/W
RIGHT OF WAY
RCFC
RIVERSIDE COUNTY FLOOD CONTROL DISTRICT
SWR
SEWER LINE
S
SLOPE
STD.
STANDARD
STA
STATION
SD
STORM DRAIN LINE
ST. STA
STREET STATION
TC
TOP OF CURB
WCD
WATER CONSERVATION DISTRICT
W
WATER LINE
WSE
WATER SURFACE ELEVATION
W
WIDTH
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.
SEAL -ENGINEER
Q�OFESSIONq�
w ARIC M. TORREYSO
No. 66068
Exp.06-30-08
`9l CIV 1�-
F OF C
ALI-ICASC
GDRAWN BY:
937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 O.S.
PH. (909) 783-0101 FAX (909) 783-0108 DESIGNED BY:
A.
PREPARED BY: ARIC M. ORREYSON R.C.E. NO. 66068
06-30-0 CHECKED BY:
DATE: 0 D,L C.V.A.
2,200 C. Y.
298 C. Y.
1
EA
250
C. Y.
1
EA
406
LF
760 CY
1 EA
1 EA
180 LF
2 EA
215 LF
64 LF
3 EA
132 LF
85 LF
20 LF
CITY OF FONTANA, CALIFORNIA
COYOTE CANYON
LINE 'A' AND 'B'
STO / N IMPROVEMENTS
it AM _ SHEET
- R.C.E. D.
SCALE:
AS SHOWN
DATE:
NOVEMBER 2005
DRAWING NO.: Y25 3802