HomeMy WebLinkAboutS-04580354 '/AA i.H.
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INT = 0 +73.90 (PUGET DR.)
= 19 +18.34 (VICTORIA
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UTILITY E SEMENT
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SMH# 4
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❑LYPELINE
GENERAL NOTES:
1,) All sewer pipe shall be ASTM D3034 (SDP,- -35) 6" or
8" and shall be installed per APWA Standard Specifications
parts 60 -63, 66 and 68, except class 50 ductile iron
pipe shall be required on grades in excess of 15%
or as shown.
2.) All manholes shall be APWA Standard Plan 34, 48 inch
N�29c�p' diameter with eccentric cone.
3.) All manholes shall be channeled smoothly and such
that 0.10 foot drop is noticed through each manhole.
-- 4.) All manhole lids shall be adjusted to finished grade
including paved areas and flush with backfill in
areas without paving.
i 5�1= Ci I� G1 5.) All. side services shall be 6 inch PVC pipe - except -- -- - - - --
��.:. where side sewer is not separated by at least 3 feet
vertical and horizontal from water main. This will
require Ductile Iron Pipe for at least 10 feet either 4OM
side of the water main.
6.) All side services shall be extended to the building
NOTE:
pads at a minimum slope of 2 %.
Energy dissipater manholes are required for steep slopes
(over LSX). 7.) ALL side services shall be marked with 2 "x4" burned
at the end of the side service extending from the E,%i I
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sewer invert to 3 feet above finished ground level.
WIME MESH
Each market s hall be wrapped with 10 gauge locater
--
-
O2" •v¢ PIPE Fit. LEO
8.)
CONC.
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..._� __.__....._.. ......_....._.�..,.... ..a.e_......_e.. :
MA I �11 SELJE� U IJ L �)
or as approved by the City of Renton.
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9.)
All manhole connections to be manufactured knockouts
At }
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lrrPl
p1vE
-�-- — POPE our
11.)
T.V. Inspection of sewer shall. be made prior to acceptance.
CL 4 COHC,
SECrI O►.l
TYPICAL
INT = 0 +73.90 (PUGET DR.)
= 19 +18.34 (VICTORIA
c"
7
Q
8
i
O
C3 b
NORTH
� p0
/• gx
2x00
%A-
i
UTILITY E SEMENT
I
i
.%2� A 9•
,N29a
�� I 1 5gj 6 SS 16 +10 — 71LT
SMH# 4
a0 � �� SGQ F��� EXIST
{
4,bp "E 1115 "
A
/vi 6
❑LYPELINE
GENERAL NOTES:
1,) All sewer pipe shall be ASTM D3034 (SDP,- -35) 6" or
8" and shall be installed per APWA Standard Specifications
parts 60 -63, 66 and 68, except class 50 ductile iron
pipe shall be required on grades in excess of 15%
or as shown.
2.) All manholes shall be APWA Standard Plan 34, 48 inch
N�29c�p' diameter with eccentric cone.
3.) All manholes shall be channeled smoothly and such
that 0.10 foot drop is noticed through each manhole.
-- 4.) All manhole lids shall be adjusted to finished grade
including paved areas and flush with backfill in
areas without paving.
i 5�1= Ci I� G1 5.) All. side services shall be 6 inch PVC pipe - except -- -- - - - --
��.:. where side sewer is not separated by at least 3 feet
vertical and horizontal from water main. This will
require Ductile Iron Pipe for at least 10 feet either 4OM
side of the water main.
6.) All side services shall be extended to the building
NOTE:
pads at a minimum slope of 2 %.
Energy dissipater manholes are required for steep slopes
(over LSX). 7.) ALL side services shall be marked with 2 "x4" burned
at the end of the side service extending from the E,%i I
V
�T
11i1 '
W
w
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1
J
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JOB NO. 87083
DATE 3/88
SCALE 1 =20
DLMGNED AL /RB
DRAWN SK
MEMO AL
APPROVED .
3fllST 2 OF
sewer invert to 3 feet above finished ground level.
Each market s hall be wrapped with 10 gauge locater
y•��. 1
wire below the finished ground surface.
8.)
All connections to manholes will be made with couplings
('
..._� __.__....._.. ......_....._.�..,.... ..a.e_......_e.. :
MA I �11 SELJE� U IJ L �)
or as approved by the City of Renton.
atER � y
L
9.)
All manhole connections to be manufactured knockouts
At }
/1 Z 9U
10.)
or core drilled.
Bedding shall be Pea gravel 6" over and under pipe.
r
11.)
T.V. Inspection of sewer shall. be made prior to acceptance.
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be-
Cd le-
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004
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JOB NO. 87083
DATE 3/88
SCALE 1 =20
DLMGNED AL /RB
DRAWN SK
MEMO AL
APPROVED .
3fllST 2 OF