HomeMy WebLinkAboutS-033401TYp -I Manhale
�/ r eortar Dom or Plug as
/ qulred by Engineer
One length of Cast Iron
% Pipe (Class 20) t. solid
/
be ng when span /
more thou 4-
?_ �q (Ir 6 -MinI able Joint ..I'll with
mp—te material as d cfed by
o Eng nee MinAll P'pe Ecepl Cast ron<Pepe Shall Be
C to Encased
r_-Xib 6LJI I -DING
Concretes 5(111,) F F, �L• = 18.88
Poured in Place
a
al Manhole Foundation Canstraction' - - - _ ...22.5 L.F lo" P�/•C..: 8
90° Gerd
TYP�c
Concrete Encased
Drop Connection 3
�L�- EXIS'� SEPiIG 4,
ty) TAIJfC(vERIFY
Lcxa.'�1ON)
_..... -. -. I DISGOIJNEGT P -XIST• LWETo
5E Ic7a.Nk, PLUG LINE To
. - WEV LINE To �xDl 1INE
- To 61J1LDIIJC,
GENERAL NOTES
FI �
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3
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��X13TING Gr1,OLND
III,1
I In.ul:n1=
W
3 5=
3�rj L•.T. 8'� 5.�.
5 =
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aid J�� W E9
1 W�wuiw ��
� 20
Exl`�T 12 "�✓joRM DRAIN ��- •��(J j I +00
1. All work materials shall be in conformance with the standards - (GOi•! R�°.GToR T' `/'af' 12 W -�JJp UW'I
and specifications of the City of Renton Utility Department t•'I.1 -1#2 t- T - - -O �� WW 5
and the latest edition of the APWA Standards and �i?>u ��7
Specifications.. 5 ?A.3tbanr QZZ -'22
-_z� OL__
2 NSTa L L TYPE I M, N• All locations of existing utilities shown are approximate - - / I I I
and it shall be the contractor's responsibility to verify X m0�i L oiL. FUE L
the true and correct location so as to avoid damage or
disturbance.
3. A reco nstru
ction co
nference and twenty -four hours notice
will required prior Q -O �•y � Y I G I`I
to starting new construction. ,I
4. It shall be the contractor's responsibility to secure all —
necessary permits prior to starting construction.
5. Inspection will be accomplished by a representative of the
City of Renton. All necessary excavation and materials to tS' UTtc.,.
be supplied by the contractor and be on-site prior to City '� p
notification.
6. Sanitary sewer shall not be .put into service until line -� --
has been cleaned and tested.
7. S.W. .27th Street Water System and other improvements are
not constructed at this time (7/13/82). Improvements are
part of L.I.D. /1314 .which is currently under construction..
8. Sanitary sewer design is based on Mobile Oil topography -I I.S UT- 1LI1Y
map #RW 82 -01:
0
I
I
X
�'- cl= lalt�l LINK FENGE __
X X x
dim
L
4
S.�.M.N. 6TA.28 +L00,35'RT
AXIS S✓. M:H: -STA: z4+ 100, 25' RT- RIM EL. - 5. 1
RIM �L 15.13.�TA ZIo +45 t.E, STA. o+OON INS• EL. 3.109 3
- - (SEE= D✓'JP..M- H.DE�AIL�
1111 r
PROFI LE
xAL�: vEF�T I ° =4•
1-1oR•
W=40'
IIO
0.005
TALL 8" PLUG
2-
5
0
0,0" S/yi.LCL
cC
o�
QiO90
9FGIShFE� iQ
sj /ONRI
cevi be p Fort
15 TH GJT
1"0 Gb. -re0 JF�RMAT1or l
S - .3.3-r
A (vl i i9B2
APPROVED DATE
c"_01—
�gW �
T
Exl`�T 12 "�✓joRM DRAIN ��- •��(J j I +00
1. All work materials shall be in conformance with the standards - (GOi•! R�°.GToR T' `/'af' 12 W -�JJp UW'I
and specifications of the City of Renton Utility Department t•'I.1 -1#2 t- T - - -O �� WW 5
and the latest edition of the APWA Standards and �i?>u ��7
Specifications.. 5 ?A.3tbanr QZZ -'22
-_z� OL__
2 NSTa L L TYPE I M, N• All locations of existing utilities shown are approximate - - / I I I
and it shall be the contractor's responsibility to verify X m0�i L oiL. FUE L
the true and correct location so as to avoid damage or
disturbance.
3. A reco nstru
ction co
nference and twenty -four hours notice
will required prior Q -O �•y � Y I G I`I
to starting new construction. ,I
4. It shall be the contractor's responsibility to secure all —
necessary permits prior to starting construction.
5. Inspection will be accomplished by a representative of the
City of Renton. All necessary excavation and materials to tS' UTtc.,.
be supplied by the contractor and be on-site prior to City '� p
notification.
6. Sanitary sewer shall not be .put into service until line -� --
has been cleaned and tested.
7. S.W. .27th Street Water System and other improvements are
not constructed at this time (7/13/82). Improvements are
part of L.I.D. /1314 .which is currently under construction..
8. Sanitary sewer design is based on Mobile Oil topography -I I.S UT- 1LI1Y
map #RW 82 -01:
0
I
I
X
�'- cl= lalt�l LINK FENGE __
X X x
dim
L
4
S.�.M.N. 6TA.28 +L00,35'RT
AXIS S✓. M:H: -STA: z4+ 100, 25' RT- RIM EL. - 5. 1
RIM �L 15.13.�TA ZIo +45 t.E, STA. o+OON INS• EL. 3.109 3
- - (SEE= D✓'JP..M- H.DE�AIL�
1111 r
PROFI LE
xAL�: vEF�T I ° =4•
1-1oR•
W=40'
IIO
0.005
TALL 8" PLUG
2-
5
0
I I I I I i I I I IiC I i i I I
0,0" S/yi.LCL
cC
o�
QiO90
9FGIShFE� iQ
sj /ONRI
cevi be p Fort
15 TH GJT
1"0 Gb. -re0 JF�RMAT1or l
S - .3.3-r
A (vl i i9B2
APPROVED DATE
I I I I I i I I I IiC I i i I I