HomeMy WebLinkAbout1129-2A4c7nh%' femme 'G'rrc✓ t�aVm_r- -
Pili �4Y7lar74' Ste!
k
lle Hale in steel plate`
5/16 Thick steel plate '• '' �� •• �"
1/2" Dia. Nelson Stud"' .
Anchors (full weld)�� ' .
Cr���ri// /.¢ ,�t�//eras m
t .., s! off. cv ' • .�fix IthOlt
Uro 7"D
5`
S-1
30lb/Yd
3
1/8"
y
3
4'
401 b/Yd
1
1/211
1!54(" A0 5b"
g.0
91
w � —s—s r—r— -r•—
N71
� •� A2rC/�
Protection Bar 3/4., Dia.
1/2 Dia. Sturrup (full weld) jam-- -�
I Dia.x C-9"Su or? Bolt
e :2 PP
X e .
NOTES
•':.:`••�•;s: t.�::.j^ ``! yr :Y 1 2
1. All joints shall be set in
•' a °" °•:� �� ��� I palclass C mortar.
2. All precast, ,'/ p a. components s h a l l
00
be reinforced with J" diameter
�m�. f.7�oM s �-,- - :p. •. steel wound) spirally on 4
NOTES sFvs whlatter-ter centers.
CM& 3. Maintain 1 clear spacing
1. The'steel Protection Bar and stel Plate shall be installed between reinforcing and
and embedded -4" at each end.
2. Support Bolts shall be uniformly spaced but not to exceed
7' on center.
3. Support •Bolt shall be Alhambra Foundry A-1572 or approved equal.`
4. Steel Plate shall be Alhambra Foundry A-3911 or approved equal.
5. Protection Bar shall be Alhambra Foundry A -1565 -used with
Alhambra Foundry A-1577 End Anchors -or approved equal.
CURB OPENING DETAILL
1�. Pipe
Precast concrete end
I 1 block to be placed. flush
I with end of pipe
- 1
' I
LN ,1--- ---- - ----= Q
PLAN
�a
#41( U.
cr
t t ► O
0
SECTION D -D
PIPE CLOSURE
N. r5
SECTION C -C
_ir , Ir __ r 5ur�ace -
4. Concrete base shat -1 be
Cl ass A.
5. Exposed edges shall be -rounded
with a radius of J" .
olic�gona//y. 6. Reinforced concrete flat tops
shall be installed when depth
of cover over cleanout top.,
does not exceed 3'.
LEGEND ON PLANS
i. 1
PLAN
STORM DRAIN'CLEAN(
NIT -Sq
RAIL
22 GA. SHEET METAL
SECTION F --F
Rail/Weight
3 PAVEYENT MINIMUM
D
30lb/Yd
3
1/8"
y
3
4'
401 b/Yd
1
1/211
NOTE
3
11 /'16"
501b/Yd
3
71811
RAIL C
•�(.•�:
1/16"
.d
`
?
1/4"
80lb/Yd
V�•
.a•'•
Oro
4 SARs {
.° :,d•4:
:� •
NOTE 2
NOTE 3
#4e18
I --B•
5
B —t
ELEVATION
RAIL $PACING
RAIL
22 GA. SHEET METAL
SECTION F --F
Rail/Weight
D
30lb/Yd
3
1/8"
351 bYd
3
5 16"
401 b/Yd
3
1/211
451 b/Yd
3
11 /'16"
501b/Yd
3
71811
55lb/Yd
4
1/16"
60lb/Yd '
4
1/4"
80lb/Yd
5"
S 301b 351b 401b 451b 501b 551b 601b Len th
I. .I I. „ I pIi
iWil-
61-011I fi .I .I ,► - .I II _.._
6 -0 3 11211 4 1 /4 5 5 '3/4 6 1 /2 7 1 /4 8 61-81-1
S C.Y. of Conc./loft. lbs. of steel" 10ft. „A„ BAr
V in finches . Rail Rebar
I ,I
6.1-0112.692 0.041V 2287 104 #5 @ 14
NOTES
1. Place all rails on C1 ass "B" mortar, I" minimum,
2. Flow lline elevation as shown on plan.
3. Floor of boxes to be troweled smooth.
4. Rail weight is optional unless otherwise shown.`
R,AILTOP BOX DETA_LS
ill. T. S.
1
* 4 ap" .both ways
S/ooe % aper 7 _ _ ! .1
-I}4 ll'?
Slee%
, e4 ,oBr- 5�'az�e
Sty/. �r��.�'✓i/`?� ,1.��2
Const it. —
I4114@ X? `r
• Protection barSee e �IrZo
�e�ir�9 This Sht-�
44_Irinlee V_
Out/et Pi' e Mo be in an wal
P y ,Y �)
SECTION A A
N ► Toa o/ Curb
..o,, SECTION E -S
TyP _ 5 O"{off Or-v� 1�/e @ 5�.� /3Sf3 5.3 �=la flye
• \� Li/he17 Owz/ef �iPe exz�e��s i��o 5
3 *w
�� \\ S/�oWi'! oi- c��%/ !-✓ir-'� McSsh. .
soca/�epr�ss/oma . �
/r2.1�;far//
Cp�el /oer •S.B a .5fa! wog
FLAN
TYPE B
DROP INLET DETAILS,
,
Drainage Easement,
4 Ditch-, al?W . 4_� xec.P
Graded Earth Ditch- -
existing -Ground,
4.
Install 48.- -R.C.P.-Qr__=-
Ir F • '
SECTION E -E
,
1GRADED EARTH DITCH,.
A075.
PLAN Graded Roadwa y
DETAIL "A"
Groded rfh
DJ f4