HomeMy WebLinkAboutTED4001802.3BRACKET & EXPANSION ANCHOR
2 PER DOWNSPOUT SEE
DOWNSPOUT (PTD.TYP.)
CONC. COLUMN
CONCRETE PIPE BELL TYPE FITTING
W/FILLER AROUND DOWNSPOUT
CONNECT TO 6' PVC
SCALE: 1/2"= 1'-0'
DOWNSPOUT @ COLUMN TYPo
TIFFANY PARK
CONTROL MANHOLE
72'
OVERFLOW ELEV
362.62 02
OUTLET I.E.
359.00
UPPER ORIFICE
1.40" EL. 361.50�
LOWER ORIFICE
1.18" EL. 357.0 2\
CONTROL STRUCTURE
RIM 367.0
6' MIN.
OUTLET
I.E. 359.00
DUCTILE IRON TEE
MJxMJxMJ
J
PLUG, M.J. WITH GASKET,
BOTH CUT IN HALF
I J'
MANHOLE WALL c'
SEE DETAIL 5.1.3
,D.
,r.
`o
a:
J'•
0
DUCTILE IRON PIPE
TO UNDISTURBED SOIL
/TRANSITION COUPLING
TO FIT
SEWER LINE
I.E.362.23
CONCRETE BLOCKING
CEM. CONC. CLASS B (1-1/2)
DUCTILE IRON PIPE CLASS 50
CEMENT LINED, LENGTH TO FIT.
DUCTILE IRON 900 BEND
MJxPE
CONCRETE BLOCKING
CEM. CONC. CLASS B (1-1/2)
A2 0 'o!
I.E. 349.46 • e ' 'a
'%�• .:', •. ,�=//r=fir.'=r/�-1j1 III
NOTE
Z7R7 PIPING TO BE SAME
SIZE AS INTERCEPTED SEWER.
BACKFILL DROP PIPING WITH
COMPACTED MATERIAL AS
DIRECTED BY ENGINEER
NOT TO SCALE
DROP STRUCTURE/SIDE SEWER CONNECTION
NOTE:
PIPE BEDDING, BACKFILLING & COMPACTION
SHALL BE IN ACCORDANCE WITH SECTION
7 - 0 4 OF THE WSDOT STD. SPECIFICATIONS.
/2\
�— 36`I MH
RIM 367.2 W/SOLID
LOCKING LID
1 MARKED "DRAIN"
LOCKING LID SEA SE6TION, FIGHT,
(SEE STD. DET . 3.6.5) �F* "DETENTION TANK
AGG
Z
(, Ilf nl II1I� �I j� 36"
UPPER ORIFICE
A2//l\ 94 LF, 4' C M P
0.005 FT/FT
2" MIN.Wn
359.00
I.E. 359.47--//
2' MIN. I ,\
OP-T SHEAR GATE U
72' 0 TYEE STD. DIET. 3.4.3)
PER STD. ...RESTRICTOR (SEE STD. DET. 3.4.2)
LOWER ORIFICE
CORD � R
.�'4"�G�S SPACED-3/4�
A5 INDICATED- W+. I/8"
E�/8"
15,
CAST IRON RING ZZ COVER
r 2'-Om
t
F15ER 1101tJT
PACKIr�1G
Y8 DEND
PIPE ktatQIAL
QS SPECII��D.
�►--- PL LjG To 5c SSA Lf D W SQM E
MarJUCR � �� sEweQ ,�o(urs.
Frame, Grate & Round Solid Cover
Removable Watertight Marked "DRAIN" with Locking Bolu
Coupling N Fkaft
Elev. go, Plans
2" Min. i
ifI I
tL taw � N v V.S.
e.. (`" min.l
ax. I
Plow Welded to Erbow Pipe Supports
With Orifice as Specified See Note b
L J �
Elbow -Rest rictor _
NO SCALE 1 5 Dia
I Outlet Pipe
I
I $et NouA 1 !s
I
Invert & Elev. i
Per Plans
(V
Restrictor Plata •,�
W/ Orifice Dia. c
as Specified ,
Isometric
NO SCALE
NQT[S
I_
USE MIN. 4t OIA• CATCH
BASIN TYPE 2
2.
OUTLFT CAPACTTV DEVELOPED
DESIGN FLOW
J.
METAL PARTS CORROSION
RESISTANT. GALVANIZED PIPE
PARTS TO HAVE ASPHALT
TREATMENTI
�.
FRAME A LADDER OR STEPS
OFFSET SO
A CL.E..MOUT GATE IS VISIBLE
FROM TOP
B CLIMB -DOWN SPACE IS CLEAR
OF RISER AND CLE...NOUT
GATE
C FRAME IS CLEAR OF CURB
S
IF METAL OUTLET PIPE CONNECTS
TO CEMENT CONCRETE PIPE
OUTLET PIPE TO HAVE SMOOTH
O D. EOUAL TO CONCRETE PIPE
ID LESS
b.
PROVIDE AT LEAST ONE ]' Y D90
:T
GAGE SUPPORT DRACKCT
ANCHOAt O CONCRETE WAIL
)MAX. ] �0' VE PTICAL SPACING)
1
LOCATE ELBOW RFSTRICTOR(S) AS
NE CI SSARY T()PHUV It)( MIN
CLEARANCE AS SHOWN
A
LOCATE ADDITION.1 tAODCR FILINGS
IN STRUCTURES USE O AS ACC[ SS TO
TANK$ OR VAULT S TO AE lOW ACC[. SS
MIME N CATCH IS I R I ED W1111 WATT R
1 s15'aXW4 o*- vtGE. 7t
ATTNT" [ D ay •+Ktr�
15"Dm � Ql�,ov.�Section A -A
CLEANOUT
Std. Galy. Handholds
Steps or Ladder
Soo KCRS Dwg. 39
Elbow Restrictor
See Detail
Inlet
Pipes)
$hoar Gate w/
Control Rod roe
Cleanout/Drain
(Rod Bent as R.p.d
for Vertical Alignment
w/ Cover)
See KCRS Dwg. 53
NO SCA L E
Z MIN To ANY
01' Fwo?—T 1 r1L o Dt[J La E4_e O Wt7
Additional Ladder Rungs
(in sets) to allow access
to Tanks or Vaults when
(` \ Catch is filled with water.
A
L t� f J
Elbow Restrictor 4j
See Detail
Angle as necessary See Note 7
Plan View
NO SCA L E
NOT TO SCALE
FIN 15H GRADE TO r-1ATCH
ExlSr GIADE aT
PAVE MF-N T I- DC. et)
2'EA5PEIALT CONCRETE CLASS b
I%Z'I CRU5HED 5URFACI NG
TOP COAR5E
2'ho CRUSHED SUR•FACIrCa
BASE COAR5E
SUOKc FILIF;� NOT TO SCALE
ASPHALT PAVEMENT PATCHING DETAIL
310 CMP RihE�
pLjA0 View
NO SGat>=
ST74 N DEAR D LOC�c l r�lCa
M K FRP.tjE 4 c_GVec'
6f-:E K L R Dwl(a N
C C) FA--Tr--
P(PtFE 51 DDINU
M F4 STEPS IZ
WELD DF- Oco
Sii.�1 D11,R M l,
FZA►JE LID
CMI—D .I C)RPrI N")
MOONTED GOER 24"
E<LE�IIRIL oPE N I N U
PETEl"mON ThNI�
"TRr.IDAFZD T,(PE Z '-8
-ONLRETE TOP �L-A$
�t�Elz , 3l0' Q Mi►,1 ,SAME
MA1F�R I of A L} Alq E A
1-PoAK WEDDED 042 FUSED
Tb ThNK
DETErJTtonl TAnik
.�GT101�I
1• UhE hIv�06nNlq t3lz6K,J Des V�CQ D To BiZIOLI %,4ME TD GRADE
2- k-- MATEIztAl_'> Tp 8E 4t-UMt►JvM ofz ALv IZED
A-5Pc4hLT LoD�T--p Or-E.ATMENt- I oar 13eiTIEK
3. Mt)ST 5C LvLATLD frog All-E`er B`(
MAtr4TEeJP�N��
RECOMMENDED
FOR APPPOVAI
By � % 3 /.yXfe-fcc s/z q/
P09 N Rt Y(,E IW
TITLE
ENTON
SCHOOL DISTRICT 403
IMPROVEMENTS AT
TALBOT HILL
TIFFANY PARK
ELEMENTARY SCHOOLS
PROJECT NUMBER
90030
STAMPS
C.
EXP1P%ES �1 �7l � r'°,
i
DWG P. B ERG 3 27 91
CHK 3/27/91
REV Revision no. 1 4-16-91
Revision no. 2 5-9 -91
CONTENTS
TIFFANY PARK
DETAILS & NOTE
- SUIL-T
� - 26203
� SHEET
I IS
CA"EC AIAR 2 8 2333'
NOT TO SCALE
SECTION THRU DETENTION PIPE
CONTROL STRUCTURc
NOT TO SCALE
DETENTION TANK ACCESS J�