HomeMy WebLinkAbout5602-12STORM DRAIN'
LINE 3A
.,FF qHT in R. 11
INLET DETAIL 8A
SCALE:1 "=10'
3'
1'
GRADED
BASIN
BOTTOM 2
a_
55
3'
56
//EXIST. CONC.
APRON
�1� � i• ► � ill •� :•�
SCALE:1 "=5'
6" HIGH CHAIN X
GRADE TO MEET EXIST. LINK FENCE
GROUND AND TOP OF 1615.00
L
CHANNEL WAL
TW 8" 3' 8..
SCALE:1 "=2'
CONSTRUCT TOP OF SIDE WALL
FLUSH WITH EXISTING INLET
APRON TO ALOW FOR POSITIVE
FLOW INTO THE CHANNEL.
(1614.50)
TN/ EXISTING
CONC. APRON -
51 36" R.C.P. i
@S=0.0160 /
I /
v STORM DRAIN
a%\ LINE 3A
— — SEE SHT. 10 &11
-
-
I — �
I SLOPE 55
REMOVE AND REPLACE
EXIST. FENCE
55 SLOPE
/ 16045
1603.0 / 1604.5—
��f-�— FG / TB
JJ— 1 3.0 /IN
8C 57 56 / / 53
r -4/ = L STORM DRAIN // \ \ . Q0 18" THICK
\56 57 '� I I LINE 3B / \ � 56
/ \ -7 % — — — 8E / / / SEE SHEET 10 8y 11 \ o /
/ 1603.0 �60
/ FG �/\
„ WBOTTOM 56 / 1604.5 N 27 170018” THICK > / / 46.00'
FG FG 51 I • ,;�
TREATMENT /8AJIN 1 1B4.5vo / @S_0.0549 I �� 1599.0
p, Z o / TB
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/17 �- X60 7"
Cl 1-6
try
o I , \ \ / / \ /X \ / /v / 8q 57 56
I / D.L. ---- pL �\ lam\ / 599.0 / o /
0
\ \\ \ IE7RM 1604 \ \ \ \ // //FG
1600.5
TB a \w
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10± 12' TO 13' 5' VARIES
VARIES
_ EXIST. GROUND 3' 1 3' BERM
ELEV.
ELEV.
1605.00 GRADE TO MEET
TC 1607.00 1604.00
L? —_3 �� 3:1 EXIST. GROUND 5.1
BOTTOM 1602.80 I 1
L57 56 1601.00
INV
SECTION 8E
SCALE:1"=10'
TREATMENT BASIN DETAIL 8B
VARIES 5' 15'
52
36" R.C.P.
SCALE:1 "=10'
10' TO 15'
VARIES
r EXIST. GROUND
BOTTOM
1599.00
SECTION 8F
SCALE:1 "=10'
15' 5' VARIES
ELEV.
1604.00 5;1
STORM DRAIN
LINE 3C
SEE SHT. 10 & 11
BASIN CONSTRUCTION NOTES:
51 INSTALL 36" R.C.P. STORM DRAIN (D LOAD PER PROFILE).
52 CONSTRUCT CATCH BASIN MODIFIED CITY OF FONTANA STD. PLAN 3004
(CURB FACE OPENING=1.5'
53 CONSTRUCT CATCH BASIN CONNECTION PER CITY OF FONTANA STD. PLAN 3005.
54 CONSTRUCT CONCRETE COLLAR PER CITY OF FONTANA STD. PLAN 3022.
55 INSTALL GROUT ROCK RIPRAP, 12" ROCK.
56 PLACE 12" ROCK, OPEN GRADED (NO GROUT).
57 CONSTRUCT 18" HIGH BERM.
58 CONSTRUCT REINFORED CONCRETE INTERCEPTOR CHANNEL (SEE SHT. 12).
59 CONSTRUCT HEADWALL AND TRASH RECK MODIFIED PER CITY OF
FONTANA STD. PLANS 3020 AND 3021.
60 CONSTRUCT CONCRETE INLET BOX PER DETAILS ON SHT. 9.
61 CONSTRUCT CONCRETE INLET BAFFLED BOX PER DETAILS ON SHT. 13.
NOTES:
OA REMOVE INTERFERING TREES AND LANDSCAPING (SEE LANDSCAPE PLANS).
OB PLACE GROUTED ROCK WITH 1/3 OF STONE EXPOSED.
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HORIZ. & VERT. FLOW LINE SLOPES
REINFORCING AND ELEVATION
#4 @ 12' (TYPICAL r VARIES 1612.00 TO
1610.00
i
L L
INTERCEPTOR CHANNEL SECTION 8D
SCALE:1 "=2'
CONSTRUCT TOP OF SIDE WALL
FLUSH WITH EXISTING INLET
APRON TO ALOW FOR POSITIVE
FLOW INTO THE CHANNEL.
(1614.50)
TN/ EXISTING
CONC. APRON -
51 36" R.C.P. i
@S=0.0160 /
I /
v STORM DRAIN
a%\ LINE 3A
— — SEE SHT. 10 &11
-
-
I — �
I SLOPE 55
REMOVE AND REPLACE
EXIST. FENCE
55 SLOPE
/ 16045
1603.0 / 1604.5—
��f-�— FG / TB
JJ— 1 3.0 /IN
8C 57 56 / / 53
r -4/ = L STORM DRAIN // \ \ . Q0 18" THICK
\56 57 '� I I LINE 3B / \ � 56
/ \ -7 % — — — 8E / / / SEE SHEET 10 8y 11 \ o /
/ 1603.0 �60
/ FG �/\
„ WBOTTOM 56 / 1604.5 N 27 170018” THICK > / / 46.00'
FG FG 51 I • ,;�
TREATMENT /8AJIN 1 1B4.5vo / @S_0.0549 I �� 1599.0
p, Z o / TB
(do
o
/17 �- X60 7"
Cl 1-6
try
o I , \ \ / / \ /X \ / /v / 8q 57 56
I / D.L. ---- pL �\ lam\ / 599.0 / o /
0
\ \\ \ IE7RM 1604 \ \ \ \ // //FG
1600.5
TB a \w
\�
co i
10± 12' TO 13' 5' VARIES
VARIES
_ EXIST. GROUND 3' 1 3' BERM
ELEV.
ELEV.
1605.00 GRADE TO MEET
TC 1607.00 1604.00
L? —_3 �� 3:1 EXIST. GROUND 5.1
BOTTOM 1602.80 I 1
L57 56 1601.00
INV
SECTION 8E
SCALE:1"=10'
TREATMENT BASIN DETAIL 8B
VARIES 5' 15'
52
36" R.C.P.
SCALE:1 "=10'
10' TO 15'
VARIES
r EXIST. GROUND
BOTTOM
1599.00
SECTION 8F
SCALE:1 "=10'
15' 5' VARIES
ELEV.
1604.00 5;1
STORM DRAIN
LINE 3C
SEE SHT. 10 & 11
BASIN CONSTRUCTION NOTES:
51 INSTALL 36" R.C.P. STORM DRAIN (D LOAD PER PROFILE).
52 CONSTRUCT CATCH BASIN MODIFIED CITY OF FONTANA STD. PLAN 3004
(CURB FACE OPENING=1.5'
53 CONSTRUCT CATCH BASIN CONNECTION PER CITY OF FONTANA STD. PLAN 3005.
54 CONSTRUCT CONCRETE COLLAR PER CITY OF FONTANA STD. PLAN 3022.
55 INSTALL GROUT ROCK RIPRAP, 12" ROCK.
56 PLACE 12" ROCK, OPEN GRADED (NO GROUT).
57 CONSTRUCT 18" HIGH BERM.
58 CONSTRUCT REINFORED CONCRETE INTERCEPTOR CHANNEL (SEE SHT. 12).
59 CONSTRUCT HEADWALL AND TRASH RECK MODIFIED PER CITY OF
FONTANA STD. PLANS 3020 AND 3021.
60 CONSTRUCT CONCRETE INLET BOX PER DETAILS ON SHT. 9.
61 CONSTRUCT CONCRETE INLET BAFFLED BOX PER DETAILS ON SHT. 13.
NOTES:
OA REMOVE INTERFERING TREES AND LANDSCAPING (SEE LANDSCAPE PLANS).
OB PLACE GROUTED ROCK WITH 1/3 OF STONE EXPOSED.
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