HomeMy WebLinkAbout5602-13TREATMENT BASIN 2
SEE SHT. 12
AV -
51
\ \ @S=0.040W
MArOO4 \
ASS
8„
5'
�r
C I
_la
-HORIZ. & VERT.
REINFORCING
#4 @ 12' (TYPICAL)
BAFFLE DETAIL 9E
SCALE:1 "=4'
i m /
STORM DRAIN LINE 3C
SCALE:1 "=10'
� /
INFILTRATION BASIN NO. 3'
SECTION 9D
SCALE:1 "=2'
HORIZ. & VERT.
REINFORCING
#4 @ 12' (TYPIC
SECTION 9C
SCALE:1 "=4'
HORIZ. & VERT.
REINFORCING
#4 @ 12' (TYPICAL
INLET STRUCTURE
DETAIL 9A
SCALE:1 "=5'
HEADWALL PIPE DETAIL 9F
SCALE:1 "=2'
SECTION 9B
SCALE:1 "=4'
RAME &
5
F-s
PSE 1
NOTES:
REINFORCING:
#4@12" FOR HORIZ. & VERT. (2"
CLEAR COVER) TYPICAL ALL SIDES.
MANHOLE FRAME AND COVER:
24" FRAME AND COVER PER CITY OF
FONTANA STD. PLAN NO. 3019.
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.
8"
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:
AO REMOVE INTERFERING TREES AND LANDSCAPING (SEE LANDSCAPE PLANS).
OB PLACE GROUTED ROCK WITH 1/3 OF STONE EXPOSED.