HomeMy WebLinkAboutR-391014O
C"
V/
MMJ
1
1
0
w
V/
ww
G
0
Z
z
0
I-
w
U
I�.1...
I-
z
r�
V
w
w
Z
U)
1rr 113mn) L ETfERING
muwiabbwmww
p� p ir10B
,came iL sofa corer
0
matred'DRAIN' w bddnp Tram
r min.
elevation per plea
see rob 3
SIX EVENLY SPACED
HOLES ON 10 3/8 BOLT
BOLTHOLES - 3 PLCS EOLIALLY SPACED 12D'
Ns BARS • 7-SPACING
FOR BOLTING TO lY
APART ON 23 11111' (5eemm) DIA B.C.
NTS - L1R4I
1r (TYP.}
1' n*L under
ps�+�
FLANGE CONNECTION. Z
T
x
s
T
oancmovertical
T
bar
®
4�
2fYx24',
I
O'mIn.
� r
��
�74
2C DIAM 40' DIAM.
Wddad b *bar J
doe W.S.
4
=
------- - ------------- --- - -� -
a
OR 54' DIAM. HOLE
r gyp,}
plsle
Wtlh office a sped led
eUoW rssdlc0or, eae deal
/ \
RENTON
1
EL"W
PQe sumats
h wxnwids. a" or
® �•"/ �' -_ \\
see Noce 8
ladder
- -- - -- -
AHEAD OF THE CURVE
0
Li
1� �
C OR
t.5x D
--- ------ - -- ---
1101011111111
s
SC or 9Ir FLAT SLAB TOP
12'
min. r mir
dutlet pEB
inlet
n
DRAIN
PREFABRICATED LADDER
1 eao notes i a
life
SEE NOTE 5
LEVEL LINE
DIA PK3040LF
COVER BOTTOM VIEWelevation
�^ end E
sflser pab Wi fr cared
rod br dsww%A rain
9
/50ARS@irsPAcr4G
Per 72'
(Tour ��afgnt
---- -- --- --- - ---- - -
-/
1 1/4' [32mn1 LFl-rE3iING
with cover)
t2'
PLAN VIEW
1r MIN.
20'x2,r
Waidedr8SWC1orPlebe it 1r
-- --- --0 - --- --- --- -- --- ----
24' DIAM., 4r DIANL
tD
wM orSfioa diemdar as
if
2V Dw.
lal 1.
(3) BLTSOC. (ALLEN HEAD)
- 5le'-t t X 1.S SS
RU88at WAR
OR 54' DAM. HOLE
r - �- TYPICAL ORIENTATION
�--- +I FOR ACCESS AND STEPSI�)
i
FA mfor
specried (not needed
SECTION ArA
FRONT SIDE MAXIMUM OPENING OF GATE
2 +1
3W
[1'�1
17
lotL 1' MIN_
2 11r MAX.
72' FLAT BLAB TOP
STEP
ISOMETRIC
HANDLE WITH LOCK M.
0
21 I
r min. dewarce
b any PaAon of ftp-T
ir�ldag y�ey,�
o
AD.RI3TABLE LOCK HOOK MTH LOCK SCREEN.
ham- 2 t?
B 3r4' (e4rrrr,J
. `
04 BARS @ (r SPACING
✓_
O
V ROD OR TUBING, VARIABLE LENGTH. LIFTUFACTU HANDLE ERRS REATTACHED PER
MANUFACTURERS RECOMYENOATIONS
COVER SECTION VIEW
m N
NOTES:
A
A
/
20' x 2d'OR �
1.
lla* a mimimum d a 54' diameter type 2
/
EON BOLTING DETAIL
24' DIAM. HOLE
r ) I 48' MIN. I
__ r
2.
ceEdL basin.
Oudet Capacity: 1 OD -Year dmviia led
peak flow.
as
rx"eadry
�-
uFr HANDLE
28 1!7 DIA
i V MIN.
2 Irr MAX. ECCENTRIC CONE SECTION
3.
Mehl Parts: Corrosion resistant
Non -Galvanized parts perlan
��ed. deleabickm Y,�
am
eddtlonelladderrage
on eats) tD albw accen
tD twks
NOTES:
'.f4', or 60' FLAT BLAB TOP
Galvanizere d Pipe parts to heasphalt
/
or raWfa when
cald is tied %a Water
1. SHEAR GATE SHALL BE ALUMINUM ALLOY PER ASTM B,28-ZG-32a OR CAST IRON ASTM A48 CLASS 30B AS REQUIRED.
251µ. DIA45�,
�b11 'L
�_
1e41mm1 1 im(r
4.
Frame and ladder or steps offset so:
2. GATE SHALL BE 8 IN. DIAM. UNLESS OTHERWISE SPECIFIED.
lzrmsl
A. Cleanout gate is visible from top.
NEOPRENEMDi A,s�r
�2N'
B. Climbdown space is deer ofriser and
deanolt gate
C. Frof is dear curb.
' N�
3. GATE SHALL BE JOINED TO TEE SECTION BY BOLTING (THROUGH FLANGES WELDING, OR OTHER SECURE MEANS.
4. LIFT ROD: AS SPECIFIED BY MFR- WITH HANDLE EXTENDING TO WITHIN ONE FOOT OF COVER AND ADJUSTABLE HOOK LOCK
e.
j [Isom,)
1r4'_ 1 V18,
1 [27mrnl
3V
5.
If inetal outlet pipe connects to canert
concrete pipe: outlet pipe io have smooth
FASTENED TO FRAME OR UPPER HANDHOLD.
5. GATE SHALL_ NOT OPEN BEYOND THE CLEAR OPENING BY LIMITED HINGE MOVEMENT. STOP TAB, OR SOME OTHER DEVICE.
� aa' DIA CL OPEN
[temml l�4MMI
�0' OR 1r
8.
7.
O.D. equal to sonnet* pipe I.D. leas
Provide at least one 3' X .ODD
+ggage support bracket anchored 10 OOnC7@t* wall
(maximum 3'-0' vertical sPar
Locate elbow resbrs
ictor(s) as necessary to provide mfilmn clearance as shown.
8. NEOPRENE RUBBER GASKET REQUIRED BETWEEN RISER MOUNTING FLANGE AND GATE FLANGE.
7_ MATING SURFACES OF D AND BODY TO BE MACHINED FOR PROPER FIT.
LI
L}nef
L
`l
8.
Locate addlUonal ladder tTrigs In strixturea
used as access to tanks and vaults to
8 FLANGE MOUNTING BOLTS SHALL BE 3/8 IN. DlAt//. STAINLESS STEEL
27 W1� DIA'
�00el
1B'
[R3--]
� 93 BAR �p
�'
allow access when CsICFi beeln is filled wilh
vier.
9. ALTERNATE CLEANOUTISHE4R GATES TO THE DESIGN SHOWN ARE ACCEPTABLE, PROVIDED THEY MEET THE MATERIAL
ONE T3 BAR HOOP FOR s' 0
SPECIFICATIONS ABOVE AND HAVE A SIX BOLT, 10 318 IN. BOLT CIRCLE FOR BOLTING TO THE FLANGE CONNECTION.
34 VA' DIA
GASKET GROOVE DETAIL
Two r3 BAR HOOPS FOR it
1067-1
CIRCULAR ADJUSTMENT SECTION
RECTANGULAR ADJUSTMENT SECTION
NOTES
FRAME SECTION VIEW
ALL covata afMtl_ BE LOCt(ING LID PER FASTJORMN RON WORKS INC, No. 37t7C1
ORAPPROVED EWAL.
1.0 As an acceptable alternative to rebar, wire mesh having a
minimum area of 0.12 square inches per foot may be used
for ad)ustmsnt sections.
PUBLIC WORKS
STORM ROUND FRAME AND COVER
STD. PLAN - 204.50
PUBLIC WORKS
MISCELLANEOUS DETAILS FOR
3PD. PLAN - 204.60
PUBLIC WORKS
FLOW RESTRICTOR
STD. PLAN - 897'.00
+ * PUBLIC WORKS
FROP - T - SHEAR GATE DETAIL
SM. PLAN - 237.80
* DEPARTMENT
'* DEPARTMENT
DRAINAGE STRUCTURES
DEPARTMENT
a
OIL POLLUTION CONTROL
DEPARTMENT
MARCH 2O08
CH 2O08
MARCH
TEE
MARCH 2O08
MARCH 2eO08
- FACE OF CURB 'S" CEMENTCONCRETE
S `y 112' R. - _ I -` t- t{ SIDEWALK RAMP
t� € f"
81PZ. VARIES OR LANDING
FROM 1
._f_ �. '
e
f T
a 1 f TOP 3W PREMOLDED
ROADWAY -
.irvNrf e I ER
13•a'
4 a"
I&EECONYRACT%.
R
O,NC9T
t lid (il1iR.(TYPa)
. i ...,
., ... +. .... )
Cta' fK.fT1NLr eEaiN rT'Eet
tS'Y.
SEE RAISED EDGE
41r 0t44
...
PREMOL;1Efl
;.
__.._
SIDEWALK `
11ETAILriT'}iIS SHEET _
.
JC'aNT:flLMR_. . _ ,.
ALL CUT
sLDPEs
�alN.
....
(sEEcorrzwae�l _ _ : , -
_...
...
tt2 .(1Nl a, jrYP.p
&Yi7N RAISE. D Ef�f
% NOTwCLUDwR^i wnw .
-
..:
W1LN)PR4MOLDE0
-
'SlDE4YAtX
AO9ACE4TTOfi,URB
iHN
_ EtxirrrrtAcr}
t a
t:-a`
1t2" (fM lt. (1rn.t
1
l 3toT:p ttaERAlfi?.t At-
.
-xi
1,5�.
rG£ORPEOESTIifAN
..t+AlLltiti
- ._ ..
AQJ CENTTO CURB:
t1ARRiEft-BEE;.�:
$00WALK
iimep FILL'Swe I`.
c.
4"WIDE. SMOOTH TROWELED
OWEL£l7.FERfMETER
$ir1fi/0 f�fiit'Allf .. ..
ft
e to DCOGNM
Y T. GMFFlN staLE 1w-20T HOMMINM tiAD�19a13In,
J. HOPPER
' n! LLC ssi �/ sTE ��� 2 SECOND ROUND CITY REVIEW COMMENTS JF 14 JOPPE
JH DWM . AiL
QN�I I'7 1 FIRST ROUND CITY REVIEW COMMENTS AL 2 1 JH t. HOPPER DATUM
,;} 4� Io�lo� �IM
NO. REVISION BY DATE APPR UWE ACCCRI NI LY
APt+RDVme
�- CITY OF
RENTON
Planning/Building/Public Works Dept.
VARIES
2.07
PERVIOUS CONCRETE
7" MIN. DEPTH
`-1 /2"-3/4" CLEAN PEA GRAVEL
CHOKER COURSE 2" MIN. DEPTH
3/4"-1 j" CLEAN AGGREGATE
BASE 4" MIN. DEPTH
LO
00
00
O
1
L
T
J
V !
w
IN COMPLIANCE WITH CITY OF RENTON STANDARDS n
O
SURFACE WATER UTILITY
rstraka 10/16/2017
R-391014
-17
DEVELOPMENT ENGINEERING �' z
rnair 10/17/2017
GRANT PLACE TOWNHOMES
DETAILS
O
w
U
<t
2016-12-2 J
tw
PW& (-
z
SHWQ
:C14 22 (�