HomeMy WebLinkAboutS-19970D8 °Min. B 247Max.
of Adjusting Brick
or Conc.Adjusting
Prone
SCHEDULE A TYPE I MANHOLE
Equal Alternates Are Standard
Manholeg Types: I- 48, II-72,
III -48, III -54
8`Min B 24M ax. of 56"
Adjusting Brick. or Conc. 6„
Adjusting Rings.
NOTES
I. Corrugated Steel Pipe To Be
12 °Approx.
Of Gage And Coating Specified
12 "Typical
In The Special Provisions
C
6
48"
Q
2.Galy. Ladder Assembly After
Fabrication Shop Attach To o
J
Corr. M H After MH Is Asphalt �
`
Coated. 10
3.Bottom Rung On Ladder To Be
f 3 �
2' Min.Above Inv.Of Main.
_
4.Concrete For Base And Top
14 0 Rungs
To- Be Class 5 (3/4).
5. Base Detail Applies
1C.M.P Any
Diameter 48
To Metal And Fiberglass
& Over
Manholes.
6.Top Slab Reinforcing Steel
.
Per Std Plan 41 A
SCHEDULE A TYPE
2 MANHOLE
Equal Alternate Is:
- Standard Manhole
Type II -96
Bars 6x6 Grid
„(Ty p:)
1811 1140m.
BASE FOR FIBERGLASS
AND METAL MANHOLES
13/8°
Joint 48"
Air Testable
Pipe
Connector
STD. PLAN 42, RING 81 COVER
8-24 Inch Adjusting
Brick Or Conc Ring
i 22
36
13/8„
---- - - - - -- - Top
Corner
i 4 8 " I
Stiffened, Fiberglass
Reinforced, Polyester
Manhole Shell.
SCHEDULE B MANHOLE (SANITARY)
Equal Alternates Are Std. Manhole Types:
1- 48 Or III - 48
�Of. gfC15RP��6 .
FSS-ONAIE�
Pn Mi 11 I
. .
1.5x ID- 18
rContractor y
Fi I I Gravel Borrow
611
Peat or Bedding,. a) c°' a
Organic Si l is
G) 07
611•. ..'p �.
a.... °'�: .� pa) m
Trench :.,Foundation'.,' W �a ;. o
a -- Material.-,''.': � C a
^- NOTE
Sand
TRENCH DETAI L (Sanitary)
NOTES
(D Excavate Trench To Level Of Stable Material
81 Compact Found Material To 90%
(ASTM D 1557 -70)
..- U ,
:o
11 -611 i„
.6 L
m
L 1.5x I D + 18" i Slope To BE
Fi I I r Not Less Than 36 "' � Determined By
Contractor
Gravel Borrow 3
'-
�-
o
=lu =nl =ilia m=_l. =IUJn =111- _
111_111 =111. III =u1E111�111cI11S111
dQ
Peat or
Organic Silt U 0 a
rQ .- a)07 C
� oN
I/2 I.D :::: o - � Nw
�
::.. �—
Trench �FouridatioriMatll: a yam
Note = I
Sand
S,4997
TRENCH DETAIL (Storm)
NOTED: Compact To 90 % (AST M D 1557 -70)
Excavate Trench To Level Of Stable Native. Materia I.
CITY OF RENTON
See Storm and Sanitary Note 3 DEPARTMENT OF ENGINEERING
on Sheet G -2 LIND AVE LI D #302
STORM AND SANITARY
DETAILS
DESIGNED Q DATE 6/ 30 /78 FILE NO
DRAWN C- J
CHECKED M HT SCALE' eoO /K /_P�cL-
REVISION I BY IAPPR. DATE APPROVE` SHEET_•G OF /�
elneere� ei er.o...eel.l.le