HomeMy WebLinkAbout5738-3GROUTED RIP RAP
(COVER EXPOSED PIPE)
3
0,
100 YEAR W.S. = 1287.54
10,
WATER QUALITY W.S. = 1283.89 sz
-
---------
BASIN BOTTOM = 1281.50
NOTE:
ROCK SHALL BE QUARRY STONE 200LB.
SECT. 200-1.6 & 300-11
7.5'±
OUTLET DETAIL
�1� 1 11=51
3'
5" THICK PCC SPILLWAY
0.5%
WIVUL Loll= 0 1:11:490-10,
FENCE
R/W
6'-
3#
NOTE: REINFORCE 5" PCC
SPILLWAY WITH 1 OX1 0 1 OX1 Off
WIRE MESH, PLACED IN MIDDLl
OF SLAB
CONSTRUCTION NOTES
E&OW-m-1
I
7 -
If
fun= Emma= NMI
mcommmum
loan lEmm
no agmumom
zwommmv= REM=
A
HF
3. Lq:mott-� of val 1, 'W' moy tip yorled �o MOT
, I -,*�
mo Id, qoa r-urg -
ianipwmid -ri fr,' ttm I �V, t
4. 04antittia oro -,tr ot-strio purpose -'s vrs
m e ral i tri 1 +0
I ble, In tail I ed on -F-up o "radwo I i
---4. Sm Rtancorm-rl On
iwn -pirco,
foar- octm),he hTT'ling"', dotalofa.
AND HE LL 0
Ln
cn
Ul INSTALL 24" RCP, D -LOAD PER PROFILE
(2) INSTALL 18" RCP, D -LOAD PER PROFILE
G) CONSTRUCT STRAIGHT HEADWALL PER CALTRANS STD. D-89
SEE DETAIL ON SHEET 3.
CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF FONTANA
STD. DWG. 3004 (W=14.0'; V=PER PLAN)
O5 BREAK AWAY EXISTING CATCH BASIN WALL AROUND EXISTING PIPE
G) REMOVE EXISTING CATCH BASIN
SAWCUT, REMOVE, AND REPLACE EXISTING CURB AND PAVEMENT.
CONSTRUCT TRENCH REPAIR PER CITY OF FONTANA STD. DWG. 1008
G) CONSTRUCT 5" THICK PCC SPILLWAY
PLACE GROUTED ROCK PER DETAILS 3A & 3B
-SECTION A -A Z
-SECTION "L"
40
FRONT ELEVATION HEADWALL
wa
WEADWALL
STATt OF Cj4L [FORti!A
hjrpA;w-rkir.'-iIjr ng r0:&#ut.Ar%wr-vrv,;.&
O3 STRAIGHT HEADWALL PER CALTRANS STD. D-89
BERM=12
100 W.S. E L. 1287.54
L711 r`'
W.Q. W.S. EL. = 1283.89
91
4/K
SPILLWAY CREST = 1287.70
EMIR
TYPICAL SECTION A -A
o
61 ---
BERM=1289
J1
z
LL
:E -
Li
0
0
L01
Lf -)l
I@
J:\587-2757\storm\sdO3—LineD.dwg, 7/26/2018 11:27:55 AM
mum=
mm
sm
malmdomm
mmum
mmmw����
Fwummmm�
woommom
mum=omm
03=�Ml
Im
Kmmmmum
���
am
mommom"
���mm
offloo=ammm
Ul INSTALL 24" RCP, D -LOAD PER PROFILE
(2) INSTALL 18" RCP, D -LOAD PER PROFILE
G) CONSTRUCT STRAIGHT HEADWALL PER CALTRANS STD. D-89
SEE DETAIL ON SHEET 3.
CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF FONTANA
STD. DWG. 3004 (W=14.0'; V=PER PLAN)
O5 BREAK AWAY EXISTING CATCH BASIN WALL AROUND EXISTING PIPE
G) REMOVE EXISTING CATCH BASIN
SAWCUT, REMOVE, AND REPLACE EXISTING CURB AND PAVEMENT.
CONSTRUCT TRENCH REPAIR PER CITY OF FONTANA STD. DWG. 1008
G) CONSTRUCT 5" THICK PCC SPILLWAY
PLACE GROUTED ROCK PER DETAILS 3A & 3B
-SECTION A -A Z
-SECTION "L"
40
FRONT ELEVATION HEADWALL
wa
WEADWALL
STATt OF Cj4L [FORti!A
hjrpA;w-rkir.'-iIjr ng r0:&#ut.Ar%wr-vrv,;.&
O3 STRAIGHT HEADWALL PER CALTRANS STD. D-89
BERM=12
100 W.S. E L. 1287.54
L711 r`'
W.Q. W.S. EL. = 1283.89
91
4/K
SPILLWAY CREST = 1287.70
EMIR
TYPICAL SECTION A -A
o
61 ---
BERM=1289
J1
z
LL
:E -
Li
0
0
L01
Lf -)l
I@
J:\587-2757\storm\sdO3—LineD.dwg, 7/26/2018 11:27:55 AM