HomeMy WebLinkAboutSP-91-074-2-Large SizeSP-074-91 2+
A B C D E F G H
24'-0"
7'-6" 8'-11" FINAL COVER
CLEANOUT FITTING
8" CIA. HDPE FLANGE ADAPTER
PLUG VALVE W/ STRIPPER
CARBON
WITH BLIND FLANGE
AIR ADSORPTION 4'SQ. CONCRETE PAD
8" -, VESSEL
CHAIN OPERATOR EXHAUST FAN - NOTE: CONTINUE PLACEMENT OF CONCRETE
4 ® 12" O.C. E.W. COLLARS AND SECTIONAL EXTENSION OF
N CLEANOUT UNTIL FINISHED GRADE IS REACHES.
REMOVE CLEANOUT FITTING AND
8" LEACHATE IPE JOIN SECTION OF 8" HDPE
FROM DRAIN M�INHOLE `� P TRAP NON-PERFORAIF.D PIPE TO RISE
ABOVE HEIGHT OF NEXT LIFT c e
_._ - -� \ t
TO MH 8 RAIN
[ A` INTAKE `� HEIGHT OF DEBRIS LIFT
I
Z. LOUVER
P-TRAP
2 /^l
6" FLR DRAIN 4'x4' LOUVER
2,-O.. HIGH T 4" DRAIN CONTAINMEN
TO SAN. WALL 8" HDPE PERFORATED PIPE j
SEWER ELECTRICAL PANEL LEACHATE COLLECTION
-- - TRENCH -SEE DETAIL 5/C5
0' OH 1
FLOW METER PLOTTER _.
PLAN TRANSITION FROM PERFORATED STANDPIPE CLEANOUT DETAIL
SCALE: i/4'=1'-0" TO NON -PERFORATED PIPE
FLASHINGDETAIL
AS REQD.- NO SCALE CZ
3 BIRD SCREEN
EL. 230.00 PIPE HANGER .
- SOFFIT ANCHOR TO
EL. 226.5 CEILING AS REDD, CONTINUE PLACEMENT OF REFUSE AND
CIAYLINER LIFTS AS SHOWN UNTIL FINISHED
GRADE ELEVATION IS REACHED
HDPE MOLDED GRADE OF EXISTING
FLANGE ADAPTER \/ MATERIAL IN EXCESS
/ AIR---------____2___ OF 2.51 SLOPE
STRIPPER I d'0 PVC AIR DUCT 1
8'0 PVC AIR DUCT MI 15'-0"(APPROX HEIGHT
BLIND MIN. Q OF DEBRIS LIFT)
TINGE - -- - WIDTH CLAY BARRIER LINER MATERIAL
8' HDPE LEACHATE PIPE a GRADE OF EXISTING
FROM DRAIN MANHOLE MATERIAL IN EXCESS / 1�
STRAP TO WALL GEOTEXTILE
AS REDUIRED
5 0't r 3 CLAY BARRIER LINER, /
{ ' - L o OF ZS 1 SLOPE // 1.5� 60 MIL HDPE
E. 2 e 0 e SEE SPECIFICATIONS
4 8" PLUG VALVE W/ } -,,
CARBON
CHAIN WHEEL OPERATOR _ ADSORPTION
(DE Z URIK ; ERIES 100 VESSEL _
OR EQUAL _ F'BLIND ~'" 5 " 6" SAND LEVELING COURSE
FLANGE
4'x4' LOUVER FOR LINER ANCHOR,
AIR INLET. 90' BEND. I SEE DETAIL 3 THIS DWG
OPEN AT TOP W/SCREEN 8' C. /
FINISH FLOOR EL. 203.5 - - EXHAUST FAN
�-71 PLACEMENT OF CLAY BARRIER LINER DETAIL LINER ANCHOR IN CLAY BARRIER LINER DETAIL
ARBON BED
--------- - - DETAIL 2 DETAIL 3
SCALE: 1"-20- CZ NO SCALE
Ir Ir�,' T 45' BENDS
6" F OCR DRAIN W/ / }"PVC SLOPE 8-PVC DRAIN TO MH 8
P-TRAP, BALL FLOAT TO DRAIN p0 J 0
BACKWATER VALVE & O? 1"
S. OUTLET (ZURN SECTION q r
Z-4]0, OR EQUAL) SCALE: 1/4"-1'-0'
NeeFp �`"°" wmm.. z/e.w ss.11m .re _ As sZo a wa .r rvu x OIIRIL RECLAMATION SITE 2
C6
aExrxor� RENTON WASHINGTON
Arc.- FIORILLO NORTHWEST I
PLAN AND SECTION AND
MISCELLANEOUS DETAILS
IIIA 0 C D E F - G Lvpo%i/H.• —
1
5
MOUNT FLOW METER TO
PROVIDE ACCESS FROM
MANHOLE COVER OPENING
CHANNEL GRINNEL P5200
LENGTH AS REQUIRED
MOUNT TO WALL WITH
EXl9TIN&
EXPANSION BOLTS AS
REQUIRED
LAOOER
SUSPEND HARNESS FROM
CHANNEL BRACISET
GRINNEL P580q
EXISTING
46"MANHOLE NO.6
MANHOLE NO.8
DETAIL
NO SCALE 07
EXIST/MG 45-0
MANHOLE N0.8
SUPEM51M HARNESS
CONDUIT ]'O EXTERNALLY
BUBBLER TYPE OPEN
—
MOUNTED POWER RACK
CHANNEL FLOW METER
IC50 3230
El
"
PLASTI FAB LARGE 60'V
TRAP
FLUME �
`. DETAIL
SEE DETAIL 2/C7
FROM
'ET,LEACHATE
EgTMENT
BUILDING
TO
14
AENTON SEWER SYSTEM
BUBBLE PIPE
TRAP/ZOIDAL FLUME CUT TO IT
PIPE CHANNEL AND GROUTED FLUSH
MANHOLE NO. 8 TO INLET AND OUTLET PIPE INVERTS
TO PROVIDE SMOOTH TRANSIT/ON
INTO FLUME CHANNEL FOR
SECTION UNOBSTRUCTED FLOW /N ACCOADANCE
NO SCALE WITH MAUFACTURER5 INSTRUCTIONS
I
CUT TO FIT
PIPE CHANNEL
2'-6
RECESSED MOLDED
S/OE CAVITY FOR
REMOVABLE 3/6 55 BU66LE
PIPE-V OWITH 3/6
NT
S9 WING UTS
\ �. A.
MANHOLE NO. 8 FLUME
DETAIL 2
NO SCALE
_. .u�nco o.re_ •.. �� MT. OLIVET RECLAMATION SITE
FINAL CLOSURE
AB Az�rveeCco D o Ecmrm F
� ;
;
MANHOLE NO. 8"C7
TRAPEZOIDAL FLUME AND.—.
FLOW METER DETAILS
.ry E.r -ao.—
� So�f-Rl
P
N
asiPe cv�ily wr arrcmo.able�u ainusst�evl
bohn a yrPo, wr M1�1/4-inclr oulcr arnnwur, anJ wall uainless suer 6 Is.
A.
All
ow/vows manway.asiae rar'erin;aflani<a on co �ablvssmp;aenPcmul el m�no r.rae
hip
IRI
I'm Wlb—
Nat 13 - Fam rav
nloerae an ll (A6TM wa61) cem
er (asTM 03v6E)
Haravess no�elASiM Dlv6p 95
e rry a
—M Dxesa) 55 ycc
m(A6 86v)
H /cc c
A. t1 .Yl
velhoJufor II bid. warn) coIll FRP mmermis eayw J to L-1
d1lill II
H maaral. and mall bel3/Bil, If
�nb,ismtie alheotlemerer.a ine roa mall pll6 e of S.s.
n. nsM1all Poi hen J fivi"We I
QUALIFICATION AND R—CM1e1h1T1Es
IxAwmebnow —hr. e.urval yeower, ootl all
I dill
1.
cv larauan la
a.ance of placemenr ar enaioe)le alaim.pJmeatar IW E.&— I. a.nage for
VPcm mnunl of frval co.er mineral snarl u wenm a Hoge
wpm secrrona o5.6 aaa z-a6l.xl.>caaae D of me N—T 5taneara spea�r.rm�aa, mote
- em/sec, ss
eaIl ss(Er
I9a6), ar ome�m<theJ of yermbililY uwine�vurbiectw " w by i1h, Eveiveera E
y y ea (ASTnI OI55/) snarl be Je.mapea far proposed euri<r liner maurials.
ronrin of yaeneu site analysis lArsTin ewlE) nP Alurbere limiu
(ASiMroal�e)W.
oro6vsee for uu�naF wrll be
Sr-6751-9/ M
0—, RFCLALA 31Te
tloSUFf TECHNICAL SPECIFICATIONS
TECHNICAL SPECIFICATIC INs S3
",
s -'--7
MT. OLIVET CEMETERY
�.j
sc.0 r
I