HomeMy WebLinkAboutR-398815NE 1/4 OF S 327 T 23 N) R 5 E7 W.M.
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SITE SPECIFIC DATA
PROJECT NUMBER
6214
PROJECT NAME
RENTON DENTAL ANTS
PROJECT LOCATION
RENTON, WA
STRUCTURE ID
TRE4TMEN1 REQUIRED
VOLUME SASED (Cf)
FLOW BASED (CFS)
o-d6
TREATMENT HGL AVAILABLE (TT)
N/A
PLIK BYPASS REQUIRED (CFS) IF APPLICABLE
0.295
PIPE DATA
1.E.
MATERIAL
DIAMETER
INLET PIPE
397.45
HDPf
17
OUTLET- PIPE
J96-12
HDPE
12"
PRETREATMENT
810FIL TRA TION
DISCHARGE
RIM ELEVATION
.400-80
400-80
400-80
$URFACE LOA9
PFD,ESTRIAN
OPEN PLANTER
PFOESFRIAN
FRAME & COVER
36" X 36"
NIA
N/A
WETLANDMEDM VOLUME (CY)
1-93
WETLANDMEDIA DELIVERY METHOD
PER CONTRACT
GRIPCE SIZE (DIA. INCHES)
01.16"
NOTES PRELIMINARY, NOT FOR CONSTRUCTION.
INSTALLATION NOTES
k CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS. AND
INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND
APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE
MANUFACTURERS SPEGIFICAT7016 UNLESS OTHERWISE STATED IN
MANUFACTURERS CONTRACT
2, UNIT MU5T BE INSTALLED ON LEYEL BASE MANUFACTURER
RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED BY
THE PROJECT ENGINEER. CONTRACTOR I5 RESPONSIBLE TD VERIFY
PROJECT ENGINE05 RECOMMENDED BASE SPECIFCATIONS.
5 ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE.
(PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE
MUST OE FLU511 WITH DISCHARGE CHAMBER 1100R ALL GAPS
AROUND PIPES SHALL BE SEALED WATER TIGHT WITH A NON -SHRINK
GROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND SHALL
MEET OR EXCEED REGIONAL PIPE CONNECTION STANDARDS
4- CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING
PIPES
5, CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS
MANHOLES, AND HATCHES CONTRACTOR TO GROUT ALL MANHOLES AND
10TCHE5 TO MATCP FINISHED SURFACE UNLESS SPECIFIED OTHERWISL
6. DRIP OR SPRAY IRRIGATION REQUIRED ON ALL UNITS WIM VEGE L4 77ON.
GENERAL (VOTES
1. MANUFACTURER TO PROVIDE ALL NATERIALS UNLESS OTHERWISE NOTED.
2. ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO
CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS WEIGHTS
AND ACCESSORIES PLE4SE CONTACT MANUFACTURER.
_2'(
-NEST PIPE
SEE NOTES
PERIMETER
VOID AREA PLAN VIEW
LEFT END VIEW
fi9TCN C/L
RT I
FLOW CONTROL
RISER "? $
� 7
ELEVATION VIEW
INTERNAL BYPASS DISCLOSURE:
THE DESIGN AND CAPACITY OF THE PEAK CONVEYANCE METHOD TO BE REVIEWED
AND APPROVED BY THE ENGINEER OF RECORD. HGL(S) AT PEAK FLOW SHALL BE
ASSESSED TO ENSURE NO UPSTREAM FLOODING. PEAK NGL AND BYPASS
CAPACITY SHOWN ON DRAWING ARE USED FOR GUIDANCE ONLY.
MODULAR WETLAND SYSTEM
NTS
RIGHT END VIEW
5'
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SMITH" JAY R. LOCATION
SMITH MFG. CO.� 1781 i 1#�8t 7 Ave SE
VEUBER OF$AOARIS GROUP INTEPINATONAL
i,anr DFFIGE im ativ rs
MONTGOMERY, ALABAMA. %1984297 IUBAf eI7tD17, 4
rEL:K*-2774kM FA%.894-272-7396 NwN Y6rNM OWn ME7iBER nF:
CUSTOMER
9931-HDF SERIES ENVIRO-FLO@ II
EXTRA HEAVY DUTY DRAIN SYSTEM
FUNCTION: Used in all surface drainage applications. May be assembled in any leng#h utilizing coated steel frame system that
is recommended for all situations requiring an extra heavy duty rating to protect against hard wheel traffic, irnpact of steel
containers struts and metal wheels.
t35'-7 112' (20 meters) Sloped i
65'-7 `1I2" (20 meters) Non -Sloped
I1�� II
u u
Non -Sloping 4" Horizontal Outlet Cap
Neutral ChanFi nels tz Channels #10-20N)
Non -Sloping 112 Meter
Neutral Channels
(Do not have vertical outlets) 'Catch Basin
9936-20
Ij
Universal Closing End Cal)
Specify Shallow or Deep End
Integral Rebar Support (4 Per Channel) $ 00„ {203}
�7.25" (184)-
Steel Frame �5 31 (1351�
{1 per channel} _1 32 f28)
�39,38" (t0�0i 4.12 2.62" ( 67)
1 Meter Steel Frame (105)J10.38" {264)
Typ Top of Frame to Bottom
,Male End of Channel
'-securing Screws
Accessoiy Rai 4" IN
I
{8 per frame)
Vertical t7utlet
Female End
SIDE VIEW
2.88 (73) Tyypp Dimension from Invert of
Integral Reber
Support
Channel to Bottom of
Outlet Connection
(4 Per Channel)
ENLARGED ENT? VIEW
REGULARLY FURNISHED:
VARIATIONS:
1 Meter (3.28') 100%Polypropylene
I Grate Specifications (See Sack)
Now Din,ansionrinparenu'a"sare inmm.
} U.V. Inhibitors_ Channel of Interlocking
I !t I Closing End Cap Shallow -ES
'Note- tr catch Basin ie 81re4iFled Fir Any pl#rgr
Design with a Built-in Slope of O.6%
j x_9 Closing End Cap Deep -ED
ChanvlW Excepl FwTs#Wthannel, a shlrnMuM
with Radiused Bottom along with Black
I:`I Horizontal Outlet 4" -114
neGrdared, P14; 9530-ES
Painted Steel Frame System. Supplied
Catch Basin Only 9936-20
Noes: ThlsTrench araln system Is Daslgnad
with Secured Grate.
,�j
Catch Basin Plastic Bticket-PIP
tar'OnG"RkAppkxnonsanty"asThereare
I:
End Frame -EF (Specify 112 or 1 meter long)
No PTo,0sipn9 Ipra FlmbngRaNeorFlashing Clamp
J I Direction Change Coupling -MC
"Note: All T Meter Lang Sloped and lowo Channels
1 , 4" NO -HUB Bottom Outlet Adaptor -SO"`
Have a MolLfed d'(117j NO pn H468ptlpm Gna[fion.
U Staanless Steel Frame
•Hoer: See timer sloe pl sheet
Y
10-19-17
Added -HOF
TBW
PJ
WEIGHT
VOLUME
FIGURE NUMBER
X
6-1-17
Revised Variations
TBW
Pi
I
POUND,;
CUBIC FEAT
W
V
2-6-17
10-4-16
Revised Variations
Revised Drawing, Re . Furn.
TEW
Taw
pJ
MD
REV.
PATE
DESCRIPTION
By
CKu. 6Y
SCALE:
AS SHOWN
ONE INCH
AT FULL SCALE
IF NOr ONE INCH
SCALE ACCORDINGLY
HORIZONTAL: NAD 1983/1991
DATUM
W
Z
G
2
Ll W
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SMITH'. JAY R. LOCATION
SMITH MFG. CO." 178i6 lf}iit�1 Ave 5E
MFMRFH'.�F MURHIS GR7 IN1F>INAFIUNAI
rroST OFFICE Q41L 52:7 ' Renton, YY A
M❑NTGOWE W.
AtAEAAAA lul oroea I'JSAl
TEL XU P77-R5N FXX Bit ]77 i ir.n w Irsmtlh r.nm
MEMBER-
RR��Fry " ....
9-F'i
9931-HDF SERIES ENVIRO-FLO° li
EXTRA HEAVY DIRTY DRAIN SYSTEM
HYDRAULIC CAPACITY AND DEEP END DEPTHS 9931 SYSTEM
Extra Heavy Duty DIN 19580 Load Glass E.
135,000 lbs - 2,788 psis. For commercial solid
tire traffic patterns, tarkiitts and impacts
from Steel struts or metal wheels,
U 9870-461-M - 3 15I16 x 3I8 ductile iron slotted
grate (34,10 sc. In)
9870-478-MADA - lnngrtudinW slot ductlle Iran
grate (22.50 sq. in)
4"Note: When installing the 9930-BO bottom outlet
hub on channel #1, #t N. #2 or #2N. a slight modification
is required to the hub due to the cfose proximity of the
channel frame at the tap Df the channel to the accessary
rail. This modification will require that the angled tabs on
the clips at t#ie tap of the huh must be trimmed off- The
Clips willhave to be pried over the accessary rail with
a screwdriver. Refer to page 12 in the installation guide
for more information on this modification.
CHANNEL
NUMBER
DEEP END
IN
DEPTH
MM.
SLOPE
SINGLE CHANNEL
EST CFS EST GPM
WEIGHT
Liss.
9931-1
5.50
140
0-6%
.29
130
23.02
9931-1N
5150
140
010%
.29
130
23,02
9931-2
5.75
14§
0.6%
.31
139
23.12
9931-2N
5.75
146
0.0%
.31
139
23.12
99 1-3
5.00
IS2
0.6%
.34 1
153
23.32
"31-3N
6.00
1 152
0.0%
.34
153
23.32
14
6.2
159
TIA%
£
152
2 .4
9931-4
- 6.25
1$9
O.G%
.36
162
23.42
9931-5
.50
165
0.6%
.39
175
1 23.52
9931-5
,50
165
O.G%
.39
175
1 23.52
9931-6
6.75
171
0.6%
.42
189
23.72
9931-6N
6.75
171
MOT.
.42
189
1 23.72
9931-7
7.00
178
0,61%.
_ .45
202
1 23.92
9931-7N
7.00
178
O.GT.
.45
202
23.92
9931-a
7.25
184
1 ui%
.47
211
24.32
9931-aN
7.25
184
O.GT.
.47
211
24.32
9931.5
7.50
191
0.6%
49
220
24.32
9931.9N
7.60
191
0.4%
.49
220
24.32
9931-10
7.76
197
TIA%
,53
238
24,32
9931-10N
7,75
197
OM%
.53
238
24.32
9931-11
3.00
203
0.6%
.56
251
24.52
9931-11N
8.00
293
019%
.56
251
24.52
9931-12
8.25
210
0.6°!
.58
261
24.52
9931-12N
8.25
210
0.0%
.58
261
24.52
9931-13
8.�50
216
0.6°!
61
274
24.92
9931-13N
3,50
216
0.0°f
.61
274
24.92
9931-14
3.75
222
0.6%
.64
287
24.92
9931-14N
8.75
222
0. W.
.64
287
24.92
9931-15
9,00
229
0.6%
.67
301
25.12
9931-15N
9.00
229
0-WP
.67
301
25.12
9931.16
9.25
235
0-60NP
.70
314
25.32
9931-16N
9.25
235
0-wo
.70
314
25.32
9931-17
9.60
241
0.6%
.73
328
25.32
9931-17N
9.50
241
9.W
.73
328
25.32
9931 18
9.75
248
0.6%
76
341
2.52
9931-18N
9.75
248
0.0%
1 .76
241
1 25.52
9931-19
10.00
1 254
0.69!
.79
355
2�5.72
9931-19N
10,00
254
0-Q9/
7$
ass
25.72
9931-20
1 10.25
260
0.6%
1 .82
368
25.92
9931-20
10.25
a60
nno,
82d
368
25.92
Note: Channel flow rates based On channels less grates and open andod.
Q
10-19-17
Added-HDF
TBW
100
WEIGHT
VOLUME
FIGURE NUMBER
P
10-3-16
Revised Grate$, Removed Note
TBW
ma
POUNDS
CUBIC FEET
N
M
12-t1-13
8-14-13
Revised Grates &Added Note
Rev. Grates
TBW
TBW
MD
MD
--BS
9931 H F
FIEV
0A7E
DESCRIPTION
BY
CKO. BY
TRENCH DRAIN
NTS
ENGINEER'S RECORD
DRAWING CERTIFICATION
SEE SHEET CV-1.0 FOR SIGNED ENGINEER'S
RECORD DRAWING CERTIFICATION NOTE
CITY OF
1;%R] 14297
RENTON
Planning/Building/Public Works Dept.
R-398815
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
FlELDBOOK: z
PAGE O
DRAWING N0:
C-6.3 Z
SHEET: OF: W
15 27 Cr