HomeMy WebLinkAbout1848-7AEVVIDE arnEbllifft - VIAE111101W CVM"
If Xis ,
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FOR LENGTHS OVER VA SUPPORT BOLT SHALL BE USED
(SEE STANDARD* 206 a)
f
t#4 BARS
(EXTRA) FRAME IN COVER
' � I
r $TO NO. 204
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CURI LINK
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'�" m/. FLO LINA
1/4" EXPANSION sor A
MATERIAL
P
I1 4 [A"
• N '
• CURB OPENING DETAIL STD. NO. 206a
• ' GALV. STEEL ITE PS
• .:' BELOW MANHOLE I • .LOCAL DEPRESSION
SEE STD. NO. 206611 .
`� .. ..
PER CITY OF FONTANA
• STD DETAIL 121 MODIFIED TO 12"C.F.
'.47 - " I2" 0. C.
• : . PIPE TYPE a SIZE SMALL BE
• SHOWN ON PLANS
THICKNESS SHALL BE SHOWN ON
' PLANS FOR METAL PIPE.
12" 0. C. _
SLOPE FLOOR I" PER FOOT I
MIN. FROM ALL DI ECTIONS
• • TROWEL SMOOTH
• OPTIONAL EL S N
JOINTS ON LA
6:6• DETAIL OF REINFORCEMENT
SECTION A -A AROUND PIPE
1. ALL REINFORCING SHALL BE * 4 BARS of 12" O.C. BOTH WAYS IN
TOP SLAB AND WALLS.
2. CATCH BASIN SHALL BE CONSTRUCTED OF CLASS W CONCRETE.
><,(.. 0' <
3. CURB & GUTTER ADJOINING CATCH BASIN SHALL BE CONSTRUCTED
PRIOR TO CONSTRUCTING TOP OF CATCH BASIN.. -
SAN BERNARDINO COUNTY TRANS. DEPARTMENT "All �2- �q TYPE A
John R. Shone CATCH BASIN 206
Director of Transportation
NOTES -
1. A PLAIN ROUND GALVANIZED STEEL PROTECTION BAR 3/4" IN DIA. SMALL BE
INSTALLED AND EMBEDED 6"AT EACH END.
2. ALL EXPOSED METAL PARTS SMALL BE GALVANIZED. (EXCEPT FRAME AND COVER)
3. SUPPORT BOLTS SMALL BE UNIFORMLY SPACED BUT NOT TO EXCEED T'ON CENTER.
4. STEEL ANGLE SMALL BE BENT TO MATCH CURB ALIGNMENT.
SAN BERNARDINO COUNTY TRANS. DE PT. CATCH BA►SIN
-" John R. Shone206 a
OPENING
Director of Transportation
1
i
i
V4� R
$Lon V4f:1'
1 • 4•
..
1
CURB ARMOR AND SUPPORT BOLTS
I j All SMALL BE ALHAMBRA FOUNDRY
' ( x, A-3911 OR EQUAL.
' I �40 1 LENGTH SHALL BE OPENING
i wo / WIDTH PLUS 12 INCHES
CATCH BASIN STEEL PLATE
TO BE USED ONLY WHEN SHOWN ON PLANS
• � j
• I !MOTES:
I. FOR NOTES AND OTHER DETAILS SEE STO. NO. 204
" . 2• STEEL PLATE SMALL NOT SE USED ON CURVES.
SLOPE
CATCH BASIN WALL -,,1
i
1
1
STEPS SMALL BE ALHAMBRA
FOUNDARY A-3320, A-3315
OR EQUAL.
low
N l
3/4" /
f
`
PROTECTION BAR 3/4" • OALVANIZE0
,OLITTER
/
I/f ROUND sinimJP
e • • FLOW LINE •. .
'•`
S PPORT BOLT
• • " .' •
(ALHAMBRA FOUPQlY A -On OR EQUAL)
. • ..
'
:
•'
•, '
'
0 PTIONAL HOOK
#LA.
of 4
I e �
;STEEL AN GLE
SUPPORT BOLT DETAIL
— Gomm.
1/4"
OPTIONAL ANCHOR
7-
(1/2"x 6" STUDS)
-�
1050
GALV. STILL
3 � I/2 11 STEELICMOR AT 3'-0" O.C.(MAX.)
ANGLE
LENGTH SHALL BE OPENING WIDTH PLUS It INCHES
STEEL
ANGLE ANCHOR
NOTES -
1. A PLAIN ROUND GALVANIZED STEEL PROTECTION BAR 3/4" IN DIA. SMALL BE
INSTALLED AND EMBEDED 6"AT EACH END.
2. ALL EXPOSED METAL PARTS SMALL BE GALVANIZED. (EXCEPT FRAME AND COVER)
3. SUPPORT BOLTS SMALL BE UNIFORMLY SPACED BUT NOT TO EXCEED T'ON CENTER.
4. STEEL ANGLE SMALL BE BENT TO MATCH CURB ALIGNMENT.
SAN BERNARDINO COUNTY TRANS. DE PT. CATCH BA►SIN
-" John R. Shone206 a
OPENING
Director of Transportation
1
i
i
V4� R
$Lon V4f:1'
1 • 4•
..
1
CURB ARMOR AND SUPPORT BOLTS
I j All SMALL BE ALHAMBRA FOUNDRY
' ( x, A-3911 OR EQUAL.
' I �40 1 LENGTH SHALL BE OPENING
i wo / WIDTH PLUS 12 INCHES
CATCH BASIN STEEL PLATE
TO BE USED ONLY WHEN SHOWN ON PLANS
• � j
• I !MOTES:
I. FOR NOTES AND OTHER DETAILS SEE STO. NO. 204
" . 2• STEEL PLATE SMALL NOT SE USED ON CURVES.
NOTES:
I. STEPS - NONE REQUIRED WHERE til" 15 a-• OR LESS. INSTALL ONE
STEP 16"= ABOVE FLOOR WHEN 'VaIS MORE THAN :�-• a LESS GALVANIZED ST XL 'STEP
THAN 5-0". WHERE •'V" IS MORE THAN 5'-0" STEPS SHALL BE
EVENLY SPACED 4 If= INTERVALS FROM 16"= ABOVE THE FLOOR TO WITHIN 12" FROM THE TOP OF THE BOX.
PLACE STEPS IN WALL WITHOUT PIPE OPENINGS AND UNDER MANHOLE,
SAN BERNARDINO COUNTY TRANS. DEPARTMENT CATCH BASIN STEEL PLATE
� i2''� John R. Shone206 b
Director of Transportation GALVANIZED STEEL STEP
6""
I
8"
TACK COAT
STREET. PAVEMENT
II"
NOTES:
1. PAINT BINDER SHALL BE PLACED 0STREET ASPHALT CONCRETE
PAVEMENT PRIOR TO THE INSTALL ON OF THE A.C. BERM.
2. A.C. BERM MACHINE SHALL BE USD TO PLACE BERM ON STREET
PAVEMENT.
SECTION OF ASPHALT CONCRETE BERM
w+
i
No. 19340
Exp. '�v'
t
sj•
civil_
� C ai`\i`�
B.L. ENGINEERING INC.
CONSULTING CIVIL ENGINEER
2311 Hyperion Avenre
Los Angsi $, California 90027
•
J. (213)2 -2173
By'
Date_ � --R.E. 17J AO
R E V I S I O N S
DESCRIPTIONS gppR DATE
My
k! 10 6:r
CITY OF FONTANA., CALIFORNA
PUBLIC WORKS DEPARTMENT
DATE DRAWN BY STREET IMPROVEMENT PLAN ESCALE:}HORIZ
\7C• 7 -3 V'E RT
DESIGNED BY DETA 1 L DATE
CHECKED BY APPROVED BY DWG NO SHEET
SIG
CL . HS. �• f�
1646 T OF 7
INTERIM CITY ENGINEER R.C.E. 25126 DATE
CATCH BASIN WALL -,,1
i
1
1
STEPS SMALL BE ALHAMBRA
FOUNDARY A-3320, A-3315
OR EQUAL.
low
3/4" /
NOTES:
I. STEPS - NONE REQUIRED WHERE til" 15 a-• OR LESS. INSTALL ONE
STEP 16"= ABOVE FLOOR WHEN 'VaIS MORE THAN :�-• a LESS GALVANIZED ST XL 'STEP
THAN 5-0". WHERE •'V" IS MORE THAN 5'-0" STEPS SHALL BE
EVENLY SPACED 4 If= INTERVALS FROM 16"= ABOVE THE FLOOR TO WITHIN 12" FROM THE TOP OF THE BOX.
PLACE STEPS IN WALL WITHOUT PIPE OPENINGS AND UNDER MANHOLE,
SAN BERNARDINO COUNTY TRANS. DEPARTMENT CATCH BASIN STEEL PLATE
� i2''� John R. Shone206 b
Director of Transportation GALVANIZED STEEL STEP
6""
I
8"
TACK COAT
STREET. PAVEMENT
II"
NOTES:
1. PAINT BINDER SHALL BE PLACED 0STREET ASPHALT CONCRETE
PAVEMENT PRIOR TO THE INSTALL ON OF THE A.C. BERM.
2. A.C. BERM MACHINE SHALL BE USD TO PLACE BERM ON STREET
PAVEMENT.
SECTION OF ASPHALT CONCRETE BERM
w+
i
No. 19340
Exp. '�v'
t
sj•
civil_
� C ai`\i`�
B.L. ENGINEERING INC.
CONSULTING CIVIL ENGINEER
2311 Hyperion Avenre
Los Angsi $, California 90027
•
J. (213)2 -2173
By'
Date_ � --R.E. 17J AO
R E V I S I O N S
DESCRIPTIONS gppR DATE
My
k! 10 6:r
CITY OF FONTANA., CALIFORNA
PUBLIC WORKS DEPARTMENT
DATE DRAWN BY STREET IMPROVEMENT PLAN ESCALE:}HORIZ
\7C• 7 -3 V'E RT
DESIGNED BY DETA 1 L DATE
CHECKED BY APPROVED BY DWG NO SHEET
SIG
CL . HS. �• f�
1646 T OF 7
INTERIM CITY ENGINEER R.C.E. 25126 DATE