HomeMy WebLinkAboutR-398814NE 1/4OFS32, T23 N, R5 E, W.M.
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4c BARS a 7" spA❑ING
20" x I
24" D1AM., aa• DtAILA�.
OR 54" OIAM. HOLE
r (TYP.I
12
" MIN.
ir2' MAX.
84" or 96" FLAT SLAB TOP
x5 BARS @ i3" SPAONG
A" x 24'
24" DIAM.. 48' [71AM
OR 54' DIAM. HOLE {TYP
"; l-j I.,4 t' MIN.
2 112" MAX,
72" FLAT SLAB TOP
04 BARS 6' SPACIftG
20'x2VOR
24' OIAM. HOLE
m� r MIN.
2 V2" MAX.
4$"} 5il or ow, FLAT SLAB TOP
TYPICAL ORIENTATION
FOR ACCESS AND STEPS
24'MIN.,
7
�n
48"MIN.
ECCENTRIC CONE SECTION
6' OR 12"
R HOOP FOR 6'
r I Rd wkR HOOPS FOR 12"�
RECTANGULAR ADJUSTMENT SECTION
1.0 As an acceptable ahernative to rebar, wire mesh having a
minimum area of 0.12 square Inchas per foot may be used
for adjustment sections.
12" (TYP. l
r;
PREFABRICATED LADDER
C.F-7711!
STEP
3a-
` A
< ONE#38AR HOOP
CIRCULAR ADJUSTMENT SECTION
PLTBLIC WORKS MISCELLANEOUS DETAILS FOR
` DEPARTMENT DRAINAGE STRUCTURES
STD. PLAN - 204.60
MARCH 2008
MISC. DETAILS FOR DRAINAGE STRUCTURES
mrnpactbn
gravoI
r0r Biro
Ifnhs tY quo
mcnperdan
,-Or
-0.15O.U.all.
166 aD. hen.
r
3n 9pE['�:fl
A. Metal and Concrete Pipe
3 max
max
ID
rn0.1� rMe nil
,L
Ag5no
ants or pipe IF
comparAon r 0.65 &I An.
grNxgl backlit grsve hacld�fnr
forpips bedding rouhffall]h8 when spudded
EL Pipe - Arch Insteilailon
Rigid Pipe NOTES:
1. Pipe compaction IlMRS Shawn on this plan are for pipe
construction In an embankment. For pipe canstruclian
In a trends, the horizontal Inks of the pipe contpadon
zone shall be the walls of the u,arlch.
2. All steel arid aluminum pipe and pipe-ardws shall be
Installed In accordance with deslyn A.
3. Concrete pipo with elliptical tdnforcament shall W
Installed In accordance with design A.
4. Concrete pipe, plain or with circular reintorcenI shall
t e Inslalod with design A
5. D.D. Is equal to the outside diarneter Dt a pipe or the
oulside span of pipe -arch. The dimensions shown as
O.D. with V maximum shall be O.D. until O.D. nqusis
3'; at which point 3'shall he used,
' TI for diameters 12" through 42" and spsne mrough
60" 2 -0" for diameters greater than 42" and spans
greater than 50'.
W (see now 4)
Intl of pipe one
bedding
maiww
for flea(ble
PIW (II
noto 6)
a.a
founaiIII
Icxa! �
'A - 4' olio 27' 1.0. and under
6" n*L . aver 27" I.D.
Bedding for Flardfale Pipe
Flexible Pipe NOTES:
I. Provide uniform support under barteis-
2. Hand tamp under haunches.
3. Compact bedding material to 95% ma�- densRy direuiv
over pipe_ hand Lamp aniy.
4. See "Excavation and Preparation of T2nrh" In sartltnry
sewers waGdGn or the standard WSDOTIAPWA
9pedflt:adons for trench width W and trenching
options. The pipe zone wrll be the actual trench width.
The minimum concrete width shall he 1 a I.D. = 18'.
5 Trench backfll shall conform to -Backflling Sawer
Tranches' In the sanitary sewers section of IhB
WSDOT(APWA standard spedfications, except (hat
rocks or lumps larger Than 1" pet foot nt pipe diameter
shall not be used In the backfill material.
6. See `Bedding Material for Flexible Flpe' In aggregates
Section of the WS13CT+APWA standard specifications
for the material specifications.
®Bac"ll matedal piamd In 0.5' loose layers and
compacted is 95% maximum denSlly,
Mathad 13 or C campactlon (WSDOTIAPWA)
standard specificationa`)
Pipe
Size
Mir+. dlst.
between
barrels
circular pipe
cone, LOPE, CII
(diameter)
12" to 24"
12"
30" to 96'
dlam. 12
102" la 180'
48"
pipe - arch
metal only
(span)
is" tow
12"
43" to 142"
span 13
148" to 199"
48"
PLTBLIC WORKS PIPE COMPACTION STD. PLAN - 220.00
+ ` DEPARTMENT DESIGN AND BACKFILL MARCH 2008
PIPE COMPACTION DESIGN AND BACKFILL
NTS \ � / NTS
/LA
ollllll � �- � Illluo ollllll � �- IIIIIIII
IIIIIIII ? � Illlllu IIIIIIII � � Illlllu --- r r
-
I I - - v i t • i �� j Diii ���� j Dips
Mee 1111mjwljij�
H 1.1
ramovade waLerdghl
coupling or ttanga
tramm & sold covor
nsarked 'DRAIN" whh kxldng dots
2' min.
see rote 3
cicvailon por dons
V min, undue
pavemrrrL :141-r-Mrr.
t ,
vurucal bar
j�`�j
guava far
maa x.
n" r,�,�
des a ws.
s7
secondary kcal
date welded teelbow
-
with ailoe-as spedrled
�pygyi rfsMctar; sgeaeral
ELBOW
pipe supp-
haMhokts. a%ps or
RESTRICTOR
Sae III
ladder
IAETaII
1.5 x ❑
can.
7.' min.
T
I
duw plpo
D
gee notr:e 1 $
Inver an¢ devadon
E
sheargate VA(h cpnrr�l
rod for deanoutldralr.
per paw
IrA bent as reQuired
for vertical algnmen:
t�,
with rover)
r�
welded rtntridor plebe
wBn ailoe dlamter ag
spedled (not needed If
for sOl contrcl orlyp
SECTION ArA
ISOMETRIC
2' n1n. dearanca
rs any po&5h or Irbp-T
Including album
NOTE.Si
A
A
1. Use a mlmlmum of -a 54" diameter type 2
catch basin.
111
�. OutletCapachy: 1p Year developed
peak flow.
unclear
S. Metal Paris: Corrosion redstart.
necessary
see note 7
additional ladder rungs
Non-Galvanlzed parts ggrterred.
ribo �e 7 nnln
{Ilz sets) to allow access
Galvarllzed pipe pails to have asphalt
-
to Tanks or vaults when
catch Is lied MLh wnler
IreatmenL 1.
4. Frame and ladder -Dr steps offset so:
A Cleanout gate Is Asible fram top.
B. Climb -down space Is clear of riser and
deanout gate.
PLAN VIEYY
C. Frans Is clear of curb.
5. If metal ou[let pipe connects to cement
concrete pipe: Gullet pipe to have smooth
O.D. equal to concrete pipe I.D. less T".
6. Provide at least one 3" X .050 gage support
bntcttel anchored to concrete wall.
(maximum 3'-0" vertkA spacing)
7. Locate elbow reslictoI as necessary to proAda minimum Clearance as shown.
8. Locate addltknal ladder rungs In structures used as acimss to tanks and Vaults to
allow aCDa55 when catch basin Is flied with wafer.
�
- PUB11C WORMS FLOW RESTRICTOR STl�. PLAN - 27.00
DEPARTMEN7 OIL POLLUTION CONTROL
TEE MARCH 2008
SCALE:
AS SHOWN
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
FLOW CONTROL C13
VERTICAL• NAVD 1988
HORIZONTAL NAD 1983/1991
DATU M
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.
FLOW RESTRICTOR TABLE
DESCRIPTION
VAULT 1
RIM ELEVATION
399.63- 399.40
INLET ELEVATION
0- 391.18
OUTLET ELEVATION
6- 394.18
ORIFICE #1 ELEVATION
392.20
ORIFICE #1 DIAMETER
0.55 IN
ORIFICE #2 ELEVATION
396.80
ORIFICE #2 DIAMETER
0.79 IN
ORIFICE #3 ELEVATION
397.60
ORIFICE #3 DIAMETER
0.73 IN
RISER ELEVATION
398.70
OUTLET PIPE DIAMETER
12 IN
R-398814
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RENTON DENTAL ARTS
17816 108TH AVE SE
RECORD DRAWINGS
STORM DRAINAGE DETAILS
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DATE: Q
04/12/2019
FIELDBOOK: Z
PAGE: O
DRAWING NO:
C-6.2 Z
SHEET: 14
OF, 27 w