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CONSTRUCTION NOTES AND DETAILS
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~ PUBLIC WORKS CEMENT CONCRETE DRIVEWAY
+ . ►. + DEPARTMENT ENTANCIE - TYPE RI 4F'f' �"Ep
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i A Mf
4'.-
-irZ'tijmm] LETTERING
BOLTHOLES - 3 PLO$ EQUALLY SPACED 12D'
APART dN 23 vi u' paamm] ➢rA B,,-r
R.ENTON
AHEAD OF THE CURVE
DRAIN '5`11
(1} 1' [2Brllrni
DIA PICKHOLE
RNI it LETTERING
PLAN VIEW
2E' DIA.
[635mmT 1"
r [2smml
N4' }Ily
[t91nm]
Iz22rrlrr,j ��"'�+'1
rra
COVER SECTION VIEW
�6 IrZ DIA
[sT3enml
25104" DIA
WIMMI
Ise (6wn[ CIA
NEOPRENE GASKET
f a'
[ib2rnn]
578' 23 ."' DIA CL OPEN
[18rnm1 �^ [59Amm]
27 5A6' DIA
[BB4mm[
3A UT DL4
[857mm1
FRAME SECTION VIUW
MUM
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a
4
COVER BOTTOM VIEW
F5)13LT SAG (ALLEN HEAD}
i1••_„ V , c Cc
EON BOLTING DETAIL
A
1 VIT
127mrmj
118'
131I1r111
Nil"
[R3-1
GASKET GROOVE DETAIL
NOTES
ALL COVERS SHALL BE LOCKING LID PER EAST,IORDAN IRON WORKS INC. Na 37t7C1
OR APPROVED ECXJAL
_--- PUBLIC WORKS STORM ROUND FRAME AND COVER STD. PLAN - 544.50
* .2 ` DEPARTMENT MARCH 2008
UW MEDICINE -VALLEY MEDICAL CENTER
NORTH GARAGE EXPANSION
SITE SPECIFIC DATA
PROJECT NUMBER
4143
PROJECT NAME
VALLEY MEDICAL CENTER
PROJECT LOCATION
RENTON, WA
STRUCTURE ID
TREATMENT REQUIRED
VOLUME BASED (CF)
2-YEAR RELEASE RATE (CFS)
0.025
TREATMENT HGL AVAILABLE (FT)
N/K
PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE
OFFLINE
PIPE DATA
I E.
MATERIAL
DIAMETER
INLET PIPE
77.80
CPEP
12'
OUTLET PIPE
7730
CPEP
12'
PRETREATMENT
B10FILTRATION
DISCHARGE
RIM ELEVA77ON
89.40
89.40
89.40
SURFACE LOAD
H2O IN -DIRECT
H2O IN -DIRECT
H2O IN -DIRECT
FRAME & COVER
030"
1 030"
N/A
WETLANDUED14 VOLUME (CY)
1.60
WETLANDUED14 DELIVERY METHOD
PER CONTRACT
ORIFICE SIZE (01A INCHES)
00.79"
N07ESPRELIMINARY, NOT FOR CONSTRUCTION
INSTALLATION NOTES
1. 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 SPECIFICATONS, UNLESS OTHERWISE STATED IN
MANUFACTURERS CONTRACT
2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER
RECOMMENDS A MINIMUM 6' LEVEL ROCK BASE UNLESS SPECIFIED BY
THE PROJECT ENGINEER. CONTRACTOR 15 RESPONSIBLE TO VERIFY
PROJECT ENGINEERS RECOMMENDED BASE SPECIFIC4177ONS.
J. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE
(PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE
MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR, ALL GAPS
AROUND PIPES SHALL BE SEALED WATER 77GHT W17H A NON -SHRINK
GROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND SHALL
MEET OR EXCEED REGIONAL PIPE CONNEC7ON STANDARDS
4. CON7RACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING
PIPES.
5. CONTRACTOR RESPONSIBLE FOR INSTALLA77ON OF ALL RISERS,
MANHOLES, AND HATCHES CONTRACTOR TO GROUT ALL MANHOLES AND
HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE.
6. DRIP OR SPRAY IRRIG477ON REQUIRED ON ALL UNITS WITH VEGETA77ON.
GENERAL NOTES
1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED.
2 ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO
CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS
AND ACCESSORIES PLEASE CONTACT MANUFAC714RER.
RECORD DRA WING
O M/N 4S'IJC
4'-10'
LEFT END VIEW
810FIL 7RAT70N
SLOPED TO DMN
AWAY MM 5TRUOTLiR%
PAVEMENT OR 24m
IMPER!lOUS SAIL-
RETANED SOIL-
TEMRY
D(CAVAT SLOPE -
12m PAfN- COWER OF
DRAINAGE WATERAL
(gym MIN- ON SIDES 4P P;P E)
PERIMETER C/L
VOID AREA
NDMEDIAr(A
'WW PIPE
BED S££ N07ES
PRE--ntTER
CARTRIDGE
VERAL
UND£RORARAIN
MANIFOLD
v
DlWN DOWN LINE
INLET PIPE }
S££ N07ES
PLAN
VIEW
MOHOLf
1�7'-2'�I
ELEVATION VIEW
RPOR WALL
C/A
GRADE RINGS
88.7! T
i TOP OF VA
m 86.05
� � I
I L„
N Tessa
I
I � I
WENT HGL
- - + - - FLOW CONTROL
79.68 _ RISER
77.80 T 11 u7 r IE OUI
m 7730
f f
RIGHT END VIEW
PRETREATMENT/DISCHARGE
War- DRAINAGE MA' EFi!i►t•L
2' MIN.
- --'AMP PiR009N.0
LR SLAB
4- DIAMEWR
PERFORATED
DRJYM KPE
VAPOR RETARDEf
A INCHES
i L
ZAF!ILL RY RREAI
A INALL NAGE MATERIAL- ShaA eorrs;st of vmahed gPayPel such as Sea -de Wineral; A male -1yll cr
Crave: = _ k i for Drair's' per Vi S€ICT Slandard Spec&ca&xi ELM-72f4], surrounded m6th a r[xr;-. .. gA_xtMe siJch
as Uir',ai _ _ , Per apprwwed equ [Ya[entp_ Alte mamiretyl' Seatil Mineral ^ ; gregate Type?0 may be;Lisea wk-bcxk a
:geo1e rJ!:•= = r a bemwa_en vse dFainap Tnaier. ai and ra#aerte•= _ _ = _ . = r 3 mi nirnu m of 12 ihinhes of TVW -5 ar ':G[av6
Back Fdl for Omen, sa rmiff-ded wits, 3 geotwxld8 :Fabric shciii-c �sE-c around the [train pipe-
B. R TAINIM SOU Should ovttsi!-. of str=urad f 4 der orFs�_- sail irr imparted The baddEi shxOd be corrwacted
i n N3a!re Ills rKA Exoeeden g D bTiches.. II1'�a8 Lackfill sup arginig b Adin a Moor slabs sh ovGdoorrsist of reuxa*� sand and
,3 gfa ml: sucin as Ca�_ 1'Ai--s Ia1 Ap!g *�at-L!L Typk 17 o? WSGCFF Starmlard . peM9cm m 9{.F.}
-- 14 in -at Jug15
percharl: ASTM € l "- Eadcrd I rtk suppoffpng b u&Mrpg ffoor s sidewal ks, Dr pavement she utd be oaf to DO to
92 pe l , of ttre - a • inum dry densizyr, per ASTM €}15 B aldrFili suppar ung sidewalks or pale -more a-sas:Ebca id be
ceer;;p a--. _ = = aT =_ ==-z E-,,P percent in the upper two fe&L Only h xd-operated equipmerLt shou Id ae used Fw coumaacubn
wither E = L - a 1rr3Fs and no heavy equ ip ment sho+l;>id be a la1mped within b feat Dif the wall.
C_ CAPtLLARY &REAR ShDuId cr}nsis•t l3rF at kmtEt# kiil s of dean crushed gran O with a rr _' T = __ _f
i l hes arnd rwgigLle sa1vGcr fuses, such as SEaif'e W5rm J AEWrega&e 7'ype 22 or VVSDQT Stan-- = _ _ _ - _ _- a❑=��
Secbm 9-D3.1(4). gran ng Na. 57.
D. PERF ORA-j ED ERAIN aVIIF- Should car[rim �= � 4-in:4diarrseter perforated heavy-wal' a = _ _-{pie iSDR-35 PVC)
or rigid cor+-t,ga p*etry'lerie pipe (ADS N-12'i L = _ _ ' ; =-!ent Olean pies 5hauld be pl.}o=ct w m -:.i oerGem midlilr rim
slope's and dis=tr,aige%DThe smrm water coHecticir = r =_-_-
4 REWSED PER AS -BUILT COND/T/ONS
3 CP-03
2 CP-02
1 ADDENDUM #2
Rol
REVISION
SURVEYED:
BCE
SCALE:
CK
0911JI17
AS
DESIGNED:
ZTW
ZTW
02/24/17
AS
ZTW
01/30/17
AS
DRAW
ONE INCH
ZTW
11/04/16
AS
CHECKED:
AS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
BY
DATE
APPR
APPRAAO��V..ED:
/1.7
Z886-H D SPECIFICATION SHEET
ZURN. 6-3/4 [171 ] WIDE REVEAL TRENCH DRAIN SYSTEM TAG
WITH HEAVY-DUTY FRAME ASSEMBLY
Dimermonal 081ta rinebes and I mm ]} are Subfa d io Manufacturing Tolerances and Cliange Without iNullm
$• __ FT][.-:- . _ -•NfFr, 15 RESPQNSl.8LF_ FOR
t "RE;_-,:_ASEMEW MID REINIFORCING
l3A"=- IJfiC APPLIGATtr3Ai AND LgGAL CODES
-1 61 [171] .. --_-
MIN. -81a [2064]
8D [2032]
MOTE: + A 140L Channel EenWh IS 81 1 T4 [20MI to allow tw overlap
ENiGINEE RING SPECIFICATION- Zu m Z986-HQ
Channels are 80 [2032] long, 6r314 (1711 wide reveal and have a 4 [1021 throat. Modolat &amel sections are made of 0% water absDrtent High
Density Polyethylene {HDPEj. Channels have a positive mechanical connection between Channel SeMon5 that will not separate during the instaliaticm
and m-echanocally lack Into the Wncreta surround every 10 [254]. Channels weigh less than 2,31 Ibs-[7.0$kg] per linear fool, have a smanth, 1-1I2 [38]
radiused sett dearting bolAom with a Manning's ooeffdent of -009 and 75% or neuirail 0% built in slope. Channels have heber dips standard to secure
trlench in its final location. Channels proOded with standard UGC: grates that lock down to tramm. Zuni 5.375 [11371 wide reveal Ducpie Iron Slotted
Grate conforming to ASTM specAcation A153644. Grade 80-55436_ ductile 1rm grate is rued class C per the DIN EN1433 top load classifications.
Supplied in 201508] nominal kngths with 112 [131 wide slots, and 314 [191 bearing depth- Grate has an open area of 28,1 sq. in per ft. [59.453 sq_ mm
per meter}. The A05 [2.671 IhIck Heavy -Duty Carbon Steel Frarne Assembty confirms to ASTM spepfication A36 w1h 10 - 4 1102] long conctete
am -hors per 80 (20321. Grate lockdarm bars are to be Integral to the frame- Frame rupplied with powder ocpated finish. All welds muss be perforrned
by a ceffil%d welder per ASTM standard AWS D1-1- Frames produced in the U.S.A.
{ Z Sus•fax l 0arKh o Derv* Piny4 Arne "C FP '
St N RX (0Ie&jwBdy appra n&_-apE om)
� Omed End _ 4F 2 111 No -Hub SidumCLMet
_ 2 21511WHiblEnclOAle _ �A a PSI No4-C SwomOLOM
£i 3 No HLb lid Qlllet 434 4 1 Na F# rb £ittom Ductal
d 1 twlo E tub End Otd1e1 f � 6115Z No-HW Bottom OM
6 [ t No1 - ub End O AkA
_ _(c Bad Acid RAesisW [ oaW Top Fr my
-LG [iMt EA-t37 Gates an Heavy DLRy Frame
5]devs]I F�teTlsial-9[j229
{tea0 onsil-oac! 0assibatponsarey LAN ETV1-033j
5 ads Arid C aa@d Ductle GTata - Glass G
43M aadsAdd Regstwl F Caaleld Oucble Date -Class E
kG GRE� n cite Iran Oar Grate - CIS G
OLme Iron Cast Sw Cie - Claw C
Zr_ DLKW lrlpn St t d Co%o - C
-_ -DOC Ouctle Iran Sbiled Gae - Caiass C -
-DM Ducft loam Slatted Orate - Cass E
Trench
No-
`A'
Shallow Inv.
'B`
Deep inv
Flow
(cfs)
(gpm)
(lps)
7501
A.
1041
0-21
93
8ED2
4.1011N]
4.7011191
0.27
122
8
e6a3
4.7
1
5.
[135
0.34
452
10
85m
5.30
1 5
-
590
[1501
0.41
183
12
650
[1551
0,48
214
13
MS-30
*57,1C
[180]
-
-
7,7C
[196]
0.62
1 276
17
8608
ae
13
$.30
ff11
$-9
[2C]
0.76
139
21
610
8.94
[2261
9.50
[2411
0.83
371
23
11
9 51012411
10.10
[2571
0.90
403
25
66 22
10.10
[2571
10.70
[2721
0.97
435
27
12iN
10.711)
[272]
10.701272]
-
-
13
10.70
27
11.30[2871
1.04
467
8614
11.30[2371
11.90[3021
1-11
496
3t
861
11.9
02
1
[ 18
1.18
830
33
-HOC Calvortned l ie I ran Slatted Crate -Class C
43CE G&a-ized C jJffe Iron Slotted Gate- Class E
- -31'F'D C,alva{Jd i ieei pfmf t7[]i7E �d12 - ClitSS $ fi$ B 4
_L0f1Zf�dF'It'�••r40hf04Xy71E�'dtC-�`ia5:,
-HFt Pj!) t Prad t7Lc*icbk SlottSimed Grace • Glass I3 , SA DmWe I ran 51DA;ted Crate - Clams C e
- -hFGC Red 1 Stonett Grave - l - -0C£AFS.� ache Imn Slatted {rate - Clams E
- R fWFGC I�nforced $tiBlotled Stainless St eaG- Class C-GCGLGA Gatvwmad L to Sidled Grate- Class C
- 4"13 Reinforced Pwfo d Stainless Steel Gate - la s C - ��415A G'atvarkw d Dictile Slotted Crate - Class E
-RPGRReirfaroed F'erfurated G,aNar�aed FL- - Glass C - -G PC E-LISA Calvary W Hed-PrW tale G ate - CL-W E
-RPSC R6i11forced Perf"aJ S eat G e-ulas5CC-Ct25&G { 1 Haef••F�aoFDLOPeS ized Cie •CtasS E
Reinkro:d Pftfarated �-1111 5 Steel Coale W Pins C _ PlaSbi:Perforat$d Crate- Gass
I3eirdor�d I�esforat�d sty i w�l c - Crass c -
Mwellarea
s>
-4'P 1 l �tooF LJ Liv n - -08 BattxnDxne Strain
_ Pr [iec4rafive Grate Cptlers c l old � are {'1H�lOIti EtV14433}
-Sao StagYe iBar C •ClassE REV, p DATE: 01131I13 C.N. NO. 124330
*RE:G!'�r JWLYSNEDUNLESSOT13E M5E-SPEC IF EC PRODJaWG.NO. Z886-HD
ZUFOY MIMTRIES, LLC • SPECIRCATtON DRAINAGE OPERATION a 1801 Pittsburgh Ave. * Erie, PA 16514
Phone- 814W 649;21 * PEIC 814W54-7929 0 4VorErf Wide WL'b= www_Zum-coon
In Canada: ZURN INDUSTFUES LJWED * 3W Nashua Drive f Mississauga. Ontario L4V1L.2 * Phone: 905AO"272 Fax: 905AD5-1Z92
Trench Dmin
1. The channels will be manufactured of HDPE with a 0.75% built-in slope. ire
channels shall be a minimum of 80 inches in length (in order to minimize the amount of
joints) with mecti.a.aicslly interlocking ends. The channels will be manufactured with
vertical ribs twenty inches an center. Steel frames will be attached to the channels prior
to installation. Integral galvanized steel edge rails will not be allowed.
2. The channels will have integral tie-downllcveling devices at twenty inch intervals to
assist in imstallation. The channels will have 0% water absorption.
3. The grates will be longitudinally slotted ductile iron, and comply with ADA
requirements. The trench drain assembly wUl be rated for Load Class B.
APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND OMISSIONS
BY: DATE:
BY: DATE:
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VERTICAL: NAVD 83/1 ®• CITY OF CONSTRUCTION NOTES AND DETAILS i i o
HORIZONTAL: NAD 1953/1991 03 13 2019 rn
' UW MEDICINE - VALLEY MEDICAL CENTER PAGE:BOOK
RE N T O N NORTH GARAGE EXPANSION DRAWING NO: z
DATU M m
Planning/Building/Public Works Dept. 400 SOUTH 43rd STREET
RENTON, WASHINGTON 98055 SHEETC6 L 24
in
R- 393712