HomeMy WebLinkAboutTED4001425.5II _
F F I DOWNSPOUT
h
I AIR SPACE
=!U =►ill
�— D •• a 2" TO GRADE \Y 1 �11IY� fP!/ hl ,I III l 'Il�llllui
illl 4" PVC - -
s II -u . t
00, =; e06. 4" PVC TIGHTLINE TO A
J�! :. ,F>o ;, oo�• YARD DRAIN OR DRAINAGE
STRUCTURE
4" PERE PVC
FOOTING DRAIN
DOWNSPOUT TO TIGHTLINE
C5*32 S,TYPE 1 54"4
11IM = 55.0
C5#19C,TYPE II- 54"
!` lI M = 34.50
0V15r LOW [LEV--\
= 31.54
YARD DRAIN (TYPE 50)
ofwiCE CONTROL DEVICE
SEE DETAIL # lv, THIS
5H [IT
�2'11
TYPE 50
�t Designed wherever a small catch
basin or distribution box in
desired.
CONCRETE COVER
A solid concrete cover for use
as a distribution box.
METAL FRAME & GRATE
Designed for use in a small catch
basin wherever a light grate is'
needed. It is not intended for
automobile traffic.
BASE SECTION
Four knock -out holes are provid-
ed on each side to accommodate
4" concrete or
.Plastic pipe.
NO REINFORCING
C6119r) TYPEE-54"I
f� I M = 35. 0
1. ?L6K CHECK DAM5 5HALL DE ?_'TO 84
FACE, 50UND QUAZk-r RIKK .
2•P_0CK GHEGK VAN5 SHALL M I-O•HICIH
IN TNIf- GENTM � A 11". Of G' HM�Ie]`
ON THE. 511DE5.
3. (-Hl'GK DAM5 5HALL. TOr-O IN AT
S+i �45C A MIN. Of-'6'TO PRZ✓�1'
MI I-O '�0510t'1.
4.CHEUC OAM5 5HALL (� CC�5TF_UCTED
G tN IN SUCH A f IANr1CR THAT THE KOGr .
G 15 FIEML-r �GEp WITH A MIN. OF
ILO,2'-Co° 5PAGz BE WT FAN 5Tor1E5
THE FACES Off THE GAMS 5HALL M
51-100i-I-1 WITH NO IZGYXS PWWCC G
MOM THAN 2 INCHE5
ELEVATION
5'To8'
.TOP OF SHOULDEIz. I I
TOP Of 5L DG - ; 7 �N
I�rToM o 5f'ILL.lJAY , o , r�"
APWN.(RACZ 110WH5-RPAN)
511TION A -A
ROCK CHECK DAM
2
J
'v 34
26'L N- 4'1
if _
NOTE: SUITABLE ALTERNATE �_ 1 r
IS CB-15 RENTON 0
CONCRETE PRODUCTS a
PLAN VIEW CATCH BASIN BODY o
oOD
4-C.I. FRAME: a GRATE APWA STD. PLAN
#49
ADJUST FRAME TO GRADE WITH
CONCRETE BRICK
' -EXTENSION' RINGS 6" 81 12"IHIGH
+ .19" DIAME-FER KNOCKOUT IN EACH FACE TO-
0 ACCEPT MAXIMUM 12" RCP.
C.I. FRAME; BRICK EXTENSION RINGS, 8 PIPE,
SHALL BE SET Iq PORTLAND CEMENT GROUT
5 I/2' azo\
CATCHBASIN TYPE I
STD. GALV. LADDER -
RUNGS PER APWA
STANDARD PLAN
24" CMP
INV
BOTTOM ELEV.= 22,(0l
CB 19G W/24" 4) SOLID, -
LOCKING COVER PER
APWA STD- PLAN
RIM = 34.50
OVERFLOW 24" CMP
EL.= 31.54 INLET-
1u
STRAP TO WALL
12"CMP RISER
I— -
12" CMP
INV = ZIo,1,1
Z4" CMP
I M LET
LADDER
RU M45
ORIFICE CONTROL L 12" CMP
DEVICE OUTLET
PLAN VIEW
TYPE U 54'�
ORIFICE ELEV.=Z4.IDI
WELDED 12 GAUGE BOTTOM
PLATE W/ Z- /A" $ HOLE
DRILLED IN PLATE.
CATCHBASIN W/ORIFICE CONTROL DEVICE
k
no
SPACER UNITS a TOP W/CAST-IN
24" MH RING 8L COVER ARE •AVAIL-
ABLE 6" THICK 81 34" O.D., OR USE
MANHOLE BLOCKS.
RINGS AVAILABLE IN 1',2, OR 3'
WIDTHS.
RINGS ARE CUSTOM MADE TO —
ACCOMODATE INLET 81 DISCHARGE
PIPES.
FINISHED GRADE
SEE DETAIL
STANDARD. MH
RUNGS
48', 54,72"
PER PLAN
6"' T O P SLAB I - 41
'4
RUBBER I
GASKETS I ':y.:;..;•..: ..i
INVERT OF DISCHARGE PIPE SHALL BE
A MINIMUM OF 2' FEET ABOVE FLOOR OF
CATCH BASIN.
CATCHBASIN TYPE II
FILTER FABRIC
MATERIAL
STAPLES OR WIRE RINGS 2%2"y. 14 GA. WELDED
,(TYPICAL) WIRE FABRIC OR EQUAL, T
FILTER FABRIC MATERIAL 6 L�
PLAST•C WEAVE, FIBER MESH
h OZ EQUAL
If II
I v ) I 31-d/
=_= 771
II � 11
FIR AT4-0"O.C' ;FILTTEi�FABRTO
'BUCOF II'`
tf NO. IGRADE OR U MATERIAL IN 4J
EQUAL. 6%8" TRENCH �'-
SILT FENCE
4' W I DE X I2' Lonh x l�" DEPTH - or 4"- l," 4 QUARIRlY 5PALL5.
SPILLWAY ALTMIQTE
- - (10'-15') WIDE Y,77' L01i1 �
- - - _ POET D 50TTOM
1' FREE150ARD
2'DEPTH
NOTE : FIELD UEPIPY LOCATION 4 DEPTH Of EX ISTIM
OLYMf IC PIPELINE I21' LIA5 NA!! I ! 1101R TO
In5TQLLINLI IZ"CMF It= A IZ" MINIMUM
5EPAKATI0F1 BETWEEN PIPE5 CAN170T 5E
%F1TAINED SEE SPILL�IAY ALTERNATE A50VE
T POE 5�=1o1 5+
6.
R15EK5 ARE IZ"CMP(PERF) RISER
SIMALAR. PEA L,NPVEL FILTER—
Ex.12 "C�1 P
(18'- E5) WIDE x 92 LONL, I`OND 50TTON - 5EE
UNIT M
)L
L_J
UNIT N
'I
UNIT P
DETAILS
O
UNIT R
TOP SLAB, 5�'" x 3
2"x4" DOUGLAS FIR
2%2�'x 14 GA. W W F
2'-6
/— 0 TEl MI' AKY EnO510n COI` TI 01_ PLAN, SHEET C- �,,
EXISTINL, WDE.
------ o ---- - — r✓In. ----rr
T
Z" `�, I INV = 58.0 ' . � -PEA I,RAUEL FILTER I
�r (Z) - ZOLf IZ" cm 5=0.00(FLAT) INSTALL IZ"CMP N31! � (PERF). CONNECT
5EE TEMP01`�ARY EK05101-1 COf'17L TO EXIYIN1� It' CM!"'fROM CD# 10 5EE
Q
t LAN, 5HEET C- ,FOfl LOCATION °�,; ' DETAIL ABOVE., NI HT.
Of 5EC01'1D 12"CHIP
EX. IZ" L,A5 LIr1E
TEMPORARY EROSION CONTROL POND
MANHOLES MAY- 8E_- COVERED WITH
EITHER A FLAT SLAB OR REDUCING
CONES; ECCENTRIC, AS DRAWN OR
CONCENTRIC.
HOLES IN PRECAST BASE
ARE CAST AS DIRECTED 8
ARE 4' LARGER THAN
PIPE O.D.
48" MANHOLES WILL
ACCEPT PIPE TO 21"
RE(7T01.1 STD. SWEET # 95
5TI1r5 PER RE-FITQ17 5TD.
SMALL ADJUSTMENTS TO GRADE
ARE VADE )qITH 4" M.H. BLOCK
OR 2 x4 z8 tONC. BRICK
GUARD POST, )^ AOLAID RlJYro LCfD CONCRETE
\\ ' 1N61. I QU
AI S10 lALNTON (COIICAETII
D./OO"TOIINAt VN(RDI RE Cl/110 NTDANT I"ll7VITN TVPCDIS IRLSERYAIY( PAINT
06, INHANATIONAL OA YPAOVED
� I
S
V'o`J c
/ OLIND AREA IIYIC
G►OWD SVAIACI
GUARD POST
GUARD POSTS
PLAN
NTORANI (AICNSION
If RIQVIAID
rfIAL 0IDAAN7 1
GUARD POST• ,
CONCRETE
W141"A4" MINIMUM
(DMGAITL ILO(A
1 �
1 O
' CONCRETE
HAND FOf;t. i C:IANNEL
' ' j'r•% CONCRETE FII LER MDl`I L"
:'i 2:i1••,¢Yt/',� ,f If CO4C RC II IS NOT SI(CIrII
(A TV IA(Rf ILL SMALL 11 ;V
.�' _ 'i �.l •` i;;. j:', ��� �'' COWACT{D IN 6" UTEAS.
0" ELEVATION
SANITARY SEWER MANHOLE 13 FIRE HYDRANT
=1C INEERIN M NY
d
c _ STRAIGHT .SECTIONS ARE
>AVAILABL�'IN HEIGHTS OF
I' THRU 4 -
.i
7
7
5ECURE CMP TO
8"x YX It", cornc .
BLOCK kJ/"IOWIKE
10
I f34iD 2t
�fOA(T TYrE rIAC NTOAANT (QUA; ;va 1.$110 AS S110"
►ACIf IC STATES CAST IRON IN( , QOIS 1, OS AAOYLD
IQUAL. V' MLCMANICAL JOINT WEST VIlY LUGS. )1"/IMIN
VAL VC OPINING, TWO 71" NOSE-CONNEC1+nNE NATIONAL
I TAIDARD TNALADS, L" /WPLA CONN(CTIO''I (ITT pf SIATILI
•TNRI ADS, AND it" PENTAGON O/(RA11NG NUT. rIA( MTPAMI
.10 1I ►AIN71D VITN tV0 COATS Of /RI►T, ►AISIAVATIYI
DC9 ►TINT NO. 4)•I14. INTIAMATIONAL TILLgV OA 0, AO v,p
j® (OWL.
J ryMP(► CONNIC11 pN
k TO ME AOA OVIT
TVO•►11Cf CAST IKON VAL VE IOi
IQWI 10 RIGV YAI VI CO.,
ITAMDARD 1" TOI SlCIIG, .Ito
i RIOVLAA /AS( S(CTIOV. L{NCI,
1 10 fly
i CC"(R(7I ItOCAINc
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OU eY
PROJECT NO
87-07
DRAWN BY
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ISSUE GATE
4- Z7-87
LATEST REV
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IQ�pWyyL��TO , (ULA
("JtSi'I A" ►I IC, CLASS 77 OR DV(TIL{
] CV.R . MINIMUM VASN(D IAON 111(, Cin
(LIASI S7, CEMENT TINED, ({No
GRAVEL PASSING II" AND 1�. JET, IW4 )/V• STEEL TIE ADDS, t(NCI.
RITAIN(D.DN I" MLSN(D r0R TO fly
DRAIN
14 OF
CIVIL ENGINEERING ANO
PLANNING CONSULTANTS
9__ 4- /41-1W of,