HomeMy WebLinkAboutR-394713NE 1/4 OF S 321 T 23 N1 R 5 E
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03 BARS T SPACING
24" DIAM., 43' 04AM4M. I
OR 54' DIAM. HOLE
r (TYP.) �•
12
1" MIN.
iJ2, MAX.
84" or 96" FLAT SLAB TOP
U5 BARS T SPACING
24"x2
24" !)TAM., 48' DV1IA
hL J
DR 54" DIAM. HOLE
2' PYP
L1' MIN,
2 112" MAX.
7Z" FLAT SLAB TOP
04 BARS @ 6' SPACING
zD` x 2aa ort
24" dIAM. HOLE
2' (TYP )
1' MIN.
2 1'2" MAX.
48", !W, or ow FLAT SLAB TOP
TYPICAL ORIENTATION
FOR ACCESS AND STEPS
24" MIN._r
n
I 40, MIN. I
ECCENTRIC CONE SECTION
R HOOP FOR H'
wU �s "R HOOPS FOR 13`0
RECTANGULAR ADJUSTMENT SECTION
1.0 As an acceptable allernative to rehar, wire mesh having a
minimum area of 0.12 square Inches per foot may be used
for adjustment sections.
12" (TYP.>
6"
I y `�
PREFABRICATED LADDER
m
STEP
<DONE #3 BAR HOOP Q, kS*
CIRCULAR ADJUSTMENT SECTION
PUBLIC WORKS MISCELLANEOUS DETAILS FOR
+ ` DEPARTMENT DRAINAGE STRUCTURES
D �
C
1505 Westlake Ave. N.
Suite 305
Seattle, WA 98109
STD. PLAN - 204.60
MARCH 200B
MISC. DETAILS FOR DRAINAGE STRUCTURES
T (206) 522-9510
F (206)522-8344
WWW. PAcLAND.COM
NTS
ifftis or pba
mmg�act6n
fur uu-iy
A. NI-a4al and Conerete
s an
3' max I
It+ilgs OF Wpc
camper�on
3' max
a~
L
0.15 ikw 'I..
Imks or pipe
campedon 0.&5 dso An.
gravel Wks
backE for
forpips bedding raundallons when sgralded
B. Pipe - Arch Instailladun
Rigid Pipe NOTES:
1. Pipe compaction Ilrrlls shown on this plant are for pipe
construction In an embankment. For pipe construction
In a stench, the horl-rontal Imps of the pipe wrnpacion
zone shall be the walls of the wench.
2. All steel and sluminurn pipe and plpe-arc4Bs shall be
Installed In accordance with deAKjn A.
3. Concrete pipe with elliptical Peinf*rcament shall ire
Installed hi accordance Mlh design A.
4, Concrete pipe, plain or with circular relnlarcemenf, shall
be Insfaled with design A
5. 0. 0. Is equal to the outside diameter of a pipe or Use
outside span of pipe -arch. The c1mensions shown as
OA. wiih S ma imam shall be O.D. until O.O. equals
3'; at which point 3'shall be used.
T-0" far diameters 12" through 42" and spans lhrnugti
50" 7,0" for diameters greater than 42" and spans
greater than 50".
W (see now 4)
Intl ad plpgr Lone
bedding
materiel
for flexible
pip iw�a
onto Bj
❑.0.
Teurtaatlon
le•al 4
A 4' raln 27' 1.0. and under
6"mhl.nvar27"La
Redding for Flerdble Pipe
Flexible Pipe NOTES:
1. provide uniform support under bartels"
2. Hand tamp under haunctles.
3. Compact bedding material to 95% malu denshy directly
aver pipe, hand lampatily.
4. See "Excavadon and preparation of TrOndr" In sanitary
sewers section of the standard WSOODAPWA
spednuallons for trench Mdth'W" and trendning
options. The pipe zone wll be the actual hunch width.
The minimum concrete width steal he 1 � I.O. = 19".
5. Trench backfll shall conform to-Sacktlling Sower
Trenches" In the sanitary sewers se )don of the
WSDOTIAPWA standard spedflcadans, ekceptthat
rocks or lumps larger than 1' per loot 0 pipe diameter
shall not be used In the backdll material.
G. See `Eledding Material for Flexible Pipe` In aggregates
wcdon of the W51]OT+APVVA s„sndard spedficadons
for Idle material speddcadodls.
=Bac"ll material placed In 0.5' loose layers and
FIfF/J compaMd to 95% madmorn denshy.
smMethod B or C compaction (WSDOTlAPWA)
standard Specifications`)
Pipe
Size
Min. dist.
between
barrels
circular pipe
cone., LCPE, CIVIP
(diameter)
12" to 24"
2"
30' to 96"
dlam. 12
102" 10 180"
48"
pipe - arch
metal only
(span)
18' to 36"
12"
43" to 142"
span 13
148" to 199"
48"
STD. PLAN - 220.00
PUBLIC WORKS PIPE COMPACTION
+ ` DEPARTMENT DESIGN AND BACKFILL
MARCH 200B
PIPE COMPACTION DESIGN AND BACKFILL
REVISION
NTS
SURVEYED:
WRH
DESIGNED:
LRR
DRAWN:
CMD
CHECKED:
WFF
BY DATE APPR APPROVED:
rchnvvaWe walerdyhl
wuping w tiango
2" doled.
plate welded loelbow J1f
with 4AIce. as spedled
ELBOW
RESTRICTgR
DETT
ISOMETRIC
elow.atian per plans
V min. under
pavement t8" m TT-
C min, d.slar, UVS.
dlbgw restdctor. snc wtal
pipe supP-
see Note 6
1,5 z d
�j' min,
T- � dulltsq pie:
see napes 1 $
rrarne A Sala cDvet
marked 'DRAIN" with belting doles
see note 3
IAA.
ape
verlicdi bar
[gale Tor
secandary We[
handhdds. steps or
Ladder
Ihvdn and deviation �5hear gate M11h control
per pions rod for cleanauY&aln
to 12' (rod bent as refit red
for vertical al�nnrenl
n2., wihcove•'l
o Z
F
welded restddor plaw 12'
wM odlce dlometeras
specified ((lot needed F
for soil control only)
SECTION A -A
T mindearance
l4 any portion or rrop-T
Incluoing o6ows
rs
NOTESi
1. Use a mimimum of a 54" dameter type 2
catch basin. 111
2. Oudet Gapachy: 1W-Year developed
peak flow.
3. Metal Parts: Corroslon resislanL 61buw reslhiar
Non -Galvanized parts gerfenW. se9 delay
Gelvarized pipe pails to have asphalt
Treatment 1.
4. Frame and ladder or steps offset so:
A Cleanout gate Is visible horn top.
B. Climb -down space Is clear of riser and
deranout gate.
C. Frame Is clear of curb.
5. II metal ou[lel pipe connects to cement
concrete pipe: outlet pipe to have smooth
O.D. equal to Concrete pipe I.D. less <".
6. Provide at least one 3" k .090 gage support bracket anchored to c•rtclete wal.
(maximurn 3'-0" vertical spacing)
7. Locate elbow resirictof{s) as necessary to provide minimum dearance as shown.
8. Locate additional ladder rungs In structures used as access to tanks and vaults to
allow access when catch Basin Is died with water.
f necessary
r� see note l
i mlrL
PUN VIEW
addlonal ladder rungs
hill sets) to allow muss
W lank%or vaults when
colch Is flied vAth water
STD. PLAN - 2 7.00
+ + PUBLIC WORKS FLOWN RESTRICTOR
DEPARTMENT OIL POLLUTION CONTROL
TEE MARCH 200B
SCALE:
AS SHOWN
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
FLOW CONTROL CB
VERTICAL• NAVD 1988
HORIZONTAL- NAD 1983/1991
DATUM
NTS
ENGINEER'S RECORD
DRAWING CERTIFICATION
SEE SHEET CV-1.0 FOR SIGNED ENGINEER'S
RECORD DRAWING CERTIFICATION NOTE
CITY OF
RENTON
Planning/Building/Public Works Dept.
CONTRO FLOW L CB TABLE
DESCRIPTION
VAULT 1
RIM ELEVATION
400.49
INLET ELEVATION
395.60
OUTLET ELEVATION
395.60
ORIFICE #1 ELEVATION
393.60
ORIFICE #1 DIAMETER
0.6 IN
ORIFICE #2 ELEVATION
397.40
ORIFICE #2 DIAMETER
1.2 IN
RISER ELEVATION
398.10
OUTLET PIPE DIAMETER
12 IN
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RENTON FIRESTONE
17808 108TH AVE SE
RECORD DRAWINGS
DRAINAGE DETAILS
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DATE:
02/21/2019 LL
FIEWBOOK: Z
PAGE: O
DRAWING N0:
C-6.3 Z
SHEET: OF, W
13 18
R-394713