HomeMy WebLinkAbout1127-2L
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PLAN
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SECTION B -B
TYPP °A" INLET'
DROP INLET DETAILS:
,-
'PAVEMENT MINIMUM
r F
D
NOTE 1
RAIL
,_
jA
F
1W
9 �.
•d,• ;•
A BARS
;o ,4
'� ;�'•
NOTE 2 NOTE 3
:
_F
m
7/8"
#4 to
4
1/16"
I -s•
S
8•--I
ELEVATION
RAIL
'O� o Q'. ..,� .Y-'p�.' IV:ar' pj
22 GA. SHEET METAL
SECTION F -F
Rail/Wei ht
Sfoc7e
D
30lb/Yd
3
1/8"
351b Yd
3
5/1611
40lb/Yd
3
1/2"
451b/Yd
3
11/16"
50lb/Yd
3
7/8"
55lb/Yd
4
1/16"
60lb/Yd
4
1/4"
80lb/Yd
5"
.
�5''c.F.
# 4 0 fo" 13o1Ih ways
11/16" Hole in steel plate
5/16" Thick steel- plate _ 1/2u Dia. Nelson Stud
1/44R Anchors (-full Yield)
A.
1/44' `
CV
Protection Bar 3/4" Dio.
1/2" Dia. Sturrup (full weld)
Sl e I"Dia. x IL-9"Support Bolt
R.
• �'•. •.; w: -;';• a :R : er„'R .t "•�:
1, The steel Protection Bar and steel Plate shall be installed
and embedded 4” at each end.
-2. Support Bolts shall be uniformly spaced but not to exceed,
7' on center.
3. Support Balt shall be Alhambra Foundry A-1572 or approved equal.
4. Steel Plate shall be Alhambra Foundry A-3911 or approved -equal
5. Trotecti.on Bar shall .be Alhambra Foundry A-1565. used with,
Alhambra Foundry A-1577 End Anchors or approved equal.
GURU OPENING DETAIL,
_ / —7_ S.=
i I5
RAIL SPACING
S 301b 351b 401b 451b 501b 551b 601b Length
0!1 " li n i n n 11 I "
6' -0" ' 3 112" 1 4 1/4" 1 5" 5 -'3/411 6 1 12fl- 1/41.1
8" 61-811
S C.Y. of Conc./10ft. lbs. of steel loft. IIA" B,ar
V in Inches Rail Rebar
6'-0" 2,692 + 0,041V 2287 104 145 @ 14
NOTES
1. Place all rails on Class "B" mortar, i" minimum.
2. Flow line elevation as shown on plan.
3. Floor of boxes to be troweled smooth.
4. Rail weight is optional unless otherwise shown.
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Sfoc7e
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dnell
PrOteCtion SarSee
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DETAIL
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#4 ,84i -S
SECTION A -A
11/16" Hole in steel plate
5/16" Thick steel- plate _ 1/2u Dia. Nelson Stud
1/44R Anchors (-full Yield)
A.
1/44' `
CV
Protection Bar 3/4" Dio.
1/2" Dia. Sturrup (full weld)
Sl e I"Dia. x IL-9"Support Bolt
R.
• �'•. •.; w: -;';• a :R : er„'R .t "•�:
1, The steel Protection Bar and steel Plate shall be installed
and embedded 4” at each end.
-2. Support Bolts shall be uniformly spaced but not to exceed,
7' on center.
3. Support Balt shall be Alhambra Foundry A-1572 or approved equal.
4. Steel Plate shall be Alhambra Foundry A-3911 or approved -equal
5. Trotecti.on Bar shall .be Alhambra Foundry A-1565. used with,
Alhambra Foundry A-1577 End Anchors or approved equal.
GURU OPENING DETAIL,
_ / —7_ S.=
i I5
RAIL SPACING
S 301b 351b 401b 451b 501b 551b 601b Length
0!1 " li n i n n 11 I "
6' -0" ' 3 112" 1 4 1/4" 1 5" 5 -'3/411 6 1 12fl- 1/41.1
8" 61-811
S C.Y. of Conc./10ft. lbs. of steel loft. IIA" B,ar
V in Inches Rail Rebar
6'-0" 2,692 + 0,041V 2287 104 145 @ 14
NOTES
1. Place all rails on Class "B" mortar, i" minimum.
2. Flow line elevation as shown on plan.
3. Floor of boxes to be troweled smooth.
4. Rail weight is optional unless otherwise shown.
.l
RAILTOR BOX DETAILS.,,,'
�- Creaded Roadway
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SIX'. rra�sitio�
Sti0AV17 Dr- cmc%/ Wire MCS�I
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Frpiy/e �'tover',�r'
5.g CV ,rt/o. 204 A
c
TYPE "B" I i&Nj1 L E T INLET DETAILS
Graded 901r�h
C�ifc%
as ShoW , c1�-) /arts
m PLAN
9xccpf q5 ofherwl6e shown on plans.
SECTION C -C
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r 57it;7� Ste! Orrr�. c
��� �-vhcr� la farcy
Q're /rI07t7//� 47.s 4911Ewr2
n
4: Drainage Easement, and
t Ditch
"
existing -Ground,' -Graded Earth Ditch - E.
•
Xt c ,,
4'
REV. I DATE
Install Gzp':" R.C.P. or
50" R-C.P. ( 5ee 5ht• 3)
SECTION E -E
GRADED EARTH DITCH,
D
N
T
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SECTION C -C
Pipe
' Precosf concrete end
1 block to be ploceQ flush
I with -end of
I P'pt
I
1
I
PLAN
v a �2"
►`' } I "
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a
4_1 Li
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1 �
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SECTION D -D
PIPE' CLOSlj,RE'.,,,_,
NrS.
Pi,�E ,vi,4.
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woo .._--
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15'
dnell
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7'
7'
fDB/'.
'90,
B -J,
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DETAIL
"A
RAILTOR BOX DETAILS.,,,'
�- Creaded Roadway
L✓he17 ov�/et
\
SIX'. rra�sitio�
Sti0AV17 Dr- cmc%/ Wire MCS�I
�A �aCC3//0/7
le Ile.
Frpiy/e �'tover',�r'
5.g CV ,rt/o. 204 A
c
TYPE "B" I i&Nj1 L E T INLET DETAILS
Graded 901r�h
C�ifc%
as ShoW , c1�-) /arts
m PLAN
9xccpf q5 ofherwl6e shown on plans.
SECTION C -C
/n97�7// �/�
r 57it;7� Ste! Orrr�. c
��� �-vhcr� la farcy
Q're /rI07t7//� 47.s 4911Ewr2
n
4: Drainage Easement, and
t Ditch
"
existing -Ground,' -Graded Earth Ditch - E.
•
Xt c ,,
4'
REV. I DATE
Install Gzp':" R.C.P. or
50" R-C.P. ( 5ee 5ht• 3)
SECTION E -E
GRADED EARTH DITCH,
D
N
T
A4crnho �`narr�e cmc✓ dvvrCr`• Cii�/
�areY 67it2l /
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. � V
SECTION C -C
Pipe
' Precosf concrete end
1 block to be ploceQ flush
I with -end of
I P'pt
I
1
I
PLAN
v a �2"
►`' } I "
N
a
4_1 Li
I � I o
1 �
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SECTION D -D
PIPE' CLOSlj,RE'.,,,_,
NrS.
Pi,�E ,vi,4.
•�
z
:5-'
15'
dnell
(a/
lv3" 111"o Co9"
7'
7'
fDB/'.
'90,
B -J,
�4:1 1 NOTES
1. All joints shall be set in
class C mortar.
2. All precast components shall
be reinforced with J" diameter
steel wound spirally on 4"
centers.
'7/'V"7 3. Maintain li" clear spacing
C between reinforcing and
1n71er/,47r 611r10,r&.
4. Concrete base shall be
Class A.
5. Exposed edges shall be rounded "
-with a radius of � "• .
J
6. Reinforced concrete flat tope `
shall be installed when depth
--- of .cover over cl eanout top
does not exceed 3'
LEGEND ON PLANS -
PLAN
STORM DRAIN CLEANGUT,
T5
1zM3=, Soule E #_X7corfollorz-VICV7 CITY OF FONTAN,A, CAl__IFORNIA
consulting engineers / architects
118 AIRPORT DRIVE , SUITE 212 (714)824-5580 PUBLIC WORKS DEPARTMENT
SAN BERNARDINO , CALIFORNIA 92408 Drawn by: SOUTHRIDGE VILLAGE Scale:
Approved : PA -1\4
Traced: by: STORM DRAIN PLANS A5 N
Date:
Wesie H len R.C. E, 11251 Date CALABASH AVE. SYSTEM o �-
Checked by: f %% / Dwg. No.:
DESCRIPTION APP. J.T,J• Approved:
CITY ENGINEER R. _ 18932 1 �-27