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ICTION' STRUCTURE
yrs
2 AND 3 FOR CONSTRUCTION. DETAILS
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�3" � �9�
9•
7'
9'
9'
Ole Hole In steel plate
5116 Thick steet plate i/f Dia. Nelson Stud
IA}"R Anchors (.full weld)
I
1/4
Protection Bar .3/4 .Oiia.
1/2 Dia .Sturrup (fu" weld)
Dia. x I'-9",Support Bolt
\ 3�� R.
NOTES
J
1. The'steel .Protection Bar and steel Plate shall be inst fled -
and, embedded 4" at each end.
2. Support Bolts shall be uniformly spaged but not to exceed
7' on cdnter.
3. , Support .Bol t' shal 1 be Al hambra Foundry A-1572,. or approved equal
4. Steel P1 ate shal 1 be -Al hambra Foundry A-3911 or, approved equal
Protection _'Ba'_'__
ar shall'11 be Alhambra Foundr A-1565 used with
Alhambra Foundry A-1577 End Anchors or approved equal.
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SECTION G -G
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PLAN
DROPINLET DETAILS!,
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S E C 1' 1 O N E� E `N ® GROZJr 3/8, Bo).T INTO CONCRETE
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:APPRO
CEO
PLAN A Aft
481,I
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L_ HEADWALL
Al 176. Er #7X7C0fr"=EV1or? CITY OF FONTANA CALIFORNIA
consulting engineers / arcr,ltects p l 1 R l Ir. W C1 R K Y n F PD R T M F N T
"
4V 4,r71ess
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SE
TION C-
1.
All joints shall be set in
y
class C mortar.
2.
All precast components shall
rill
be reinforced with V' diameter
steel wound spirally on 4
p y
centers.
3.
Maintain 1 clear spacing
between reinforcing and
i.,:
�/ •
J
4.
Concrete base shall be
_
_ -
564-C-3000.
5.
Exposed edges shall be. rounded
T
with a radius of 2"
7
r6.
Reinforced concrete flat tops
shall be installed when depth
`'':,,,-•., •..,.
<Ww"
of cover over cleanout top
does not exceed 3'
LEGE-ND ON PLANS
t
,t N
PLAN
C% Tor M IL A
r% M A I w l ON 1 r— w L Ii10% i
I wl-
Ole Hole In steel plate
5116 Thick steet plate i/f Dia. Nelson Stud
IA}"R Anchors (.full weld)
I
1/4
Protection Bar .3/4 .Oiia.
1/2 Dia .Sturrup (fu" weld)
Dia. x I'-9",Support Bolt
\ 3�� R.
NOTES
J
1. The'steel .Protection Bar and steel Plate shall be inst fled -
and, embedded 4" at each end.
2. Support Bolts shall be uniformly spaged but not to exceed
7' on cdnter.
3. , Support .Bol t' shal 1 be Al hambra Foundry A-1572,. or approved equal
4. Steel P1 ate shal 1 be -Al hambra Foundry A-3911 or, approved equal
Protection _'Ba'_'__
ar shall'11 be Alhambra Foundr A-1565 used with
Alhambra Foundry A-1577 End Anchors or approved equal.
__..0RD—0-PENING-'-'DE T A-1 L
}
# 4 Both ways
610 e_ i/4
Tye.
1
,lS ell
�"eyvS ,rte S �
std Or-�7r�✓i�y OT2
Coot -it.
7`¢a) (?..�C.
N�v
SECTION F -F
rni) n% l "/��~/h
Protection Bor See e�/.6
o�erfirj9 �e�ai/ %¢is sht)
Slope2%Z''2ee f
44 0
0Ut/et Pioe
>&1W 4!4 ,►®(
/ ''X •� 5'hc�' /l ,be .3 ' o''U�/mss d�`ier�Yrs e �ofec�
„x o/w fhe ,olgr�.
SECTION G -G
Olt
14/he/7 0466/eZ� exAer?a ir✓
WM
• �� � ��� o�fe.� aor<�/-r a�a� 3 �`� Bars •
Wig --e �►�lesh.
G.
/r-gApl/ lklawho% 1i'orne
e C'Over10r1er,✓Bz10_. 5ld 4?04
PLAN
DROPINLET DETAILS!,
RED 000b AVS'. INN b'7' CZATt
_�; r G.CATS
L /
... . ....
IN,
c "x2' %� CHAN���• Tyr?
- /ooe Pvir�y 3 ,
�z "o/A. a,4,e Ty?,
WE/_D �T''
0
S E C 1' 1 O N E� E `N ® GROZJr 3/8, Bo).T INTO CONCRETE
C6-,vN56r/0N ,C ocA ridN Ty?
.. D
I .
E -- :r.::::.:::: E 3 -
-� —
/ v
C.
r of r'i
G
d
D �
3
I ;
2
z
p c
0
O �
L
:APPRO
CEO
PLAN A Aft
481,I
�r
h M
"L."
v
L_ HEADWALL
Al 176. Er #7X7C0fr"=EV1or? CITY OF FONTANA CALIFORNIA
consulting engineers / arcr,ltects p l 1 R l Ir. W C1 R K Y n F PD R T M F N T
"