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12 Datum shall be City of Renton, 1988 NAVD.
1J. All disturbed areas shall be seeded and mulched or otherwise stabilized to
the satisfaction of the Department for the prevention on—site erosion after
the completion of construction.
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the completion of construction.
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12 Datum shall be City of Renton, 1988 NAVD.
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2 NE 197H ST= JB lyf
f
CF
_/E= 426.30E +n p
i 10' COMSfRUC77ON & '�P REGRADE EX D/W AND I > Rlf
I J 138LF 8 0 SLOPE E/�SEMENT 1 REPAVE 70 MATCH NEW ' Q 12
\ I �P \ \ S= 14.359 \ 610 I STREET SURFACING N 12
W o 2OLF SS STUB
J 1 +53 -5LT NE 99TH ST ET o W 3
i7 48" SSMH m W t F O \0 0 SS STUBS \ _ (�—
RIM = 414.38 " IN
� IE= 406.28 S 1 .a \ N \ ` 1 +00 UL
IE- 40638E \Q� _ o� \do .p O��j \ \ g \
W d 'z T —�_ 1 �O \ Q \6 FVw 62.5' °fl 137.5 2 1 2
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0 W
N
z
T
N
CATCH
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rn
RIM 410.33
cc
H PO /NT ELF,V�II�=
395.00
vI
12" Conc IE 405.6
SW
W
tl
1
\L
=
1 +00 NE 19TH 5
m
L
W
CL PIERCE AVE. NE
160.00 IrC
.—
- Sec. 4 -23 -05
2''cP
HIGH POINT
STA = 3 +7804
O
N
z
n
�
CATCH BASIN
HIM
pee
U
12" Conc IE 404.85 NE
i
2
12" Conc IE 404.92 W
o
co
zFound
rebor & white
cap
Q
0.3' W & 0' N
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(n
h
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ro
15'PUBL/C
o
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a
o
y�y
S
T
N
W
0
rn
cc
H PO /NT ELF,V�II�=
395.00
vI
W
n
W
tl
1
m
160.00 IrC
m
�
v
HIGH POINT
STA = 3 +7804
Q
n
�
a
a
o
a
a
a
W
0
q
440
430
420
416
y�y
S
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a
a
a
W
0
q
440
430
420
416
26' ACCESS AND PUBLIC
EASEMENT.
1 +75 -24'LT
48" SSMH
RIM= 409.74
IE =40314 A
0 +80
,`'- • ♦ \��'.�i�!il \i f`� 1 \� I�„-� Rtiu�iilii liliii;` itli iil�l�7�l�ili >•�Y'iGi����a.iia,�� 1��
sum�l�ir>�l���i�li ■v slams -- - - -__�
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T
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-
406
z
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rn
DATUM ELEV
H PO /NT ELF,V�II�=
395.00
n
tl
26' ACCESS AND PUBLIC
EASEMENT.
1 +75 -24'LT
48" SSMH
RIM= 409.74
IE =40314 A
0 +80
,`'- • ♦ \��'.�i�!il \i f`� 1 \� I�„-� Rtiu�iilii liliii;` itli iil�l�7�l�ili >•�Y'iGi����a.iia,�� 1��
sum�l�ir>�l���i�li ■v slams -- - - -__�
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I I/ I etainina
-
--
Hl
H PO /NT ELF,V�II�=
437.53
°'
1
160.00 IrC
HIGH POINT
STA = 3 +7804
Q
rn N
2
0 0
o
co
PVT STA
= 3 +15
o
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R a
h
v
ro
PVl ELEV
= 439.25
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---
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A.D.
- 17.50
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9.14
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(
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EXIS77NG GR
UND PROF /LE
1
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ALONG CENIERLINE
NSTA= 1 +0
PI
7 ELEV = 411.2
_
A.D. = 12.99
PROPOSED
FINISHED
K = 3.08
GRADE
I
40.0o' vc
2 +95 -5LT
48" SSMH
AP
ROC, LOCAR
S
h
RIM= 434.20
(
COI
TACT
PIPELINE
IE= 426.20
CO
46 HOURS URS B B
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+
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IE= 426.30 E
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S
E
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404.85NE
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404.92W
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1 =20' H
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1 +60
2 +00
2 +40
3 +20
3 +60
4 +00
4+40
S30
X20
$10
400
—20
5 -34141 I
"AS— BUILT" NOTE:
'AS- BUILT" IS BASED ON A ACTUAL FIELD
BY TOUMA ENGINEERS AND INFORMA77ON
BY CONTRACTOR.
RECOMMENDED
FOR APPROVAL
BY DATE
BY DATE
BY DATE
BY DATE
BY DATE
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PORTION NW 1/4, SE 114 SEC. 4 TWN. 23 N., R 5 E., W. M.
CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON
MATCH LINE SEE SHEET 15 MATCH LINE SEE SHEET 14
r- --- -- --� V 1;143�6''H1
0.3 E C��- r 651E 6 0 $S STUB , ,
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0=42,1321 2 .00' 1.
o - Top _ I ( ( I I I II FF= 431.00I/ S84° 04" c„ 1
D 1 4- 36 -28'17 f(4 �� �: /�J RAD 7. a
14 F 6-0
\\ \ IlE=3920D�STUB
\\ \\ 11
t\ 1EL42Tf4SS S7UI \ 20
\ \ I \V\ \ \ON \ '.� �' FF =431 bk R3 x
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48" SSMH
R /M= 401.69
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N /E= 394.69 O
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rn
FY
0
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SS /E= 306.001
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IJHL /C \ \� - FF ' \. \ ,GT a ° \
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EYI SEMEN
IN LL 12' W70 \ \ \ \ " --
ALL 7HER \ \ ' \ \ \N \ \ • • \ \ \ - I
GRAVEL D FOR \ \ '��,�w� 391E '� SS STUB
/
U77UTYAC SS \ \ 6` \ I 1E =390 F 416�� +65 SSSTfYB'
\ 121E 0 lU /E =41 0 /
0) \\ \\ \\ F =4116 \ \\ F, \ ✓E= 4. 0 FF =43 i'
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1 N
I �
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16' ACCESS & PUBLIC
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\
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o f 1 lE= 420.39 -ro S
Y - 123• m \ d 1 o
20' CCE��N� ,`r- 1 00 I 1 1
U77LITY " \ 1 1 1 1 o
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\ a �\
ts%f8 B IE -.4 6ID SS STUB I 1 1 0
1£,418.00
N, FF=426
5 +L VA \ VA NN-
48"
/ SS \ 73. - 2.41r
R/M= 403.94 \ \ \ 48 MH \
NW 1f= 393.84 \ \lM•�41 .80 \/
= 393.84 %5'�P6IBL/C� S\ \l 411. 0 -V, �Y �-- ✓' 1 1 i
SW -393.74 \\ IL= 4kSo—E \\ �W. \. S 113.33' x j�
16158' PUBLIC U77LI7/ES\ \ - Top
LO A \\ \ " _ \ \ EASEMENT
10
15' PUBLIC S M \ \� \� \ ' �\
--D IMAGE EASE \ \ \ \ �` \ \ \ SSC0 1 1 +ss, 25'17 m a
15- PUFL/C SANITARY \ \��� \ \\ \ \ R1M= 429.0Q '% \ � i
SEWER EASEMENT \lE= 421.69 - '' w 1 \
\ \ \ \ \ )K=426 1 \ \ \ ----'-------
8" ID DR /SCOP I' MIN. � \ \ \ \ \\ �+\ • \
WITH ANCHORS AT 'MAX `
l , DETAILS ON �\ \ \ \ �\ \\ S=341412
IRY SH 19
—\ I \ \\ \ \� �2 \ . \ — 1
// \ - :4�p j "A B BUILT" NOTE:
N E � � , � \ �lV 1 �BUlL7"' IS BASED ON A ACTUAL FIELD SURVEY
BY TOUMA ENGINEERS AND /NF0RMA71ON SUPPLI
C0N7RACT0R.
13715 oe as
\
25 1 saro
IFALL
LLJ
\\ \\ \ \ ° N RECOMMENDED
\ \\ \ FOR APPROVAL
\
0_ \ BY DATE —
�� 30 SA NI CRY \ \� \ \ \ — — — 'N BY DATE_
SE ER EASEMENT \ \ \ �\ �2 — _ BY DATE _
C/T OF R�,NTON \ \ — — — r — \`�� \� BY DATE -
BY DATE _
1 " =20'
SEE PROFILE ON SHT 19
Q1'; 5 --34-1 �-1 -
If
n,
PORTION NW 1/4, SE 114 SEC. 4 TWN. 23 N., R 5 E., W. M.
CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON
MATCH LINE SEE SHEET 15 MATCH LINE SEE SHEET 14
r- --- -- --� V 1;143�6''H1
0.3 E C��- r 651E 6 0 $S STUB , ,
00
0=42,1321 2 .00' 1.
o - Top _ I ( ( I I I II FF= 431.00I/ S84° 04" c„ 1
D 1 4- 36 -28'17 f(4 �� �: /�J RAD 7. a
14 F 6-0
\\ \ IlE=3920D�STUB
\\ \\ 11
t\ 1EL42Tf4SS S7UI \ 20
\ \ I \V\ \ \ON \ '.� �' FF =431 bk R3 x
/ t� 1
\ ti
48" SSMH
R /M= 401.69
SE 1E= 394.59Q-'�
N /E= 394.69 O
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to
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\ \\ Top \ \ \\ E= 96 (�(��Sy/ \ 7
IJHL /C \ \� - FF ' \. \ ,GT a ° \
U ( \ \ - - - -- -� / 7
j�p "58" PUBLIC unlm£s 1 6 2
EYI SEMEN
IN LL 12' W70 \ \ \ \ " --
ALL 7HER \ \ ' \ \ \N \ \ • • \ \ \ - I
GRAVEL D FOR \ \ '��,�w� 391E '� SS STUB
/
U77UTYAC SS \ \ 6` \ I 1E =390 F 416�� +65 SSSTfYB'
\ 121E 0 lU /E =41 0 /
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0
t
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\ 1
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TTILITIES EASEMENT
\
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Y - 123• m \ d 1 o
20' CCE��N� ,`r- 1 00 I 1 1
U77LITY " \ 1 1 1 1 o
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\ a �\
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1£,418.00
N, FF=426
5 +L VA \ VA NN-
48"
/ SS \ 73. - 2.41r
R/M= 403.94 \ \ \ 48 MH \
NW 1f= 393.84 \ \lM•�41 .80 \/
= 393.84 %5'�P6IBL/C� S\ \l 411. 0 -V, �Y �-- ✓' 1 1 i
SW -393.74 \\ IL= 4kSo—E \\ �W. \. S 113.33' x j�
16158' PUBLIC U77LI7/ES\ \ - Top
LO A \\ \ " _ \ \ EASEMENT
10
15' PUBLIC S M \ \� \� \ ' �\
--D IMAGE EASE \ \ \ \ �` \ \ \ SSC0 1 1 +ss, 25'17 m a
15- PUFL/C SANITARY \ \��� \ \\ \ \ R1M= 429.0Q '% \ � i
SEWER EASEMENT \lE= 421.69 - '' w 1 \
\ \ \ \ \ )K=426 1 \ \ \ ----'-------
8" ID DR /SCOP I' MIN. � \ \ \ \ \\ �+\ • \
WITH ANCHORS AT 'MAX `
l , DETAILS ON �\ \ \ \ �\ \\ S=341412
IRY SH 19
—\ I \ \\ \ \� �2 \ . \ — 1
// \ - :4�p j "A B BUILT" NOTE:
N E � � , � \ �lV 1 �BUlL7"' IS BASED ON A ACTUAL FIELD SURVEY
BY TOUMA ENGINEERS AND /NF0RMA71ON SUPPLI
C0N7RACT0R.
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\
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IFALL
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\\ \\ \ \ ° N RECOMMENDED
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0_ \ BY DATE —
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SE ER EASEMENT \ \ \ �\ �2 — _ BY DATE _
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MAX. 18° OVERIXCAVATION jrT
ON ANCHOR SIDE
KNOCKOUTS FOR INLET 48" MANHOLE
PIPE /NSTALLADON
NOTE: I EXISTING_ GI OUND
MANHOLE BASE SECTION SHALL
BE PROVIDED WITH CLASS V
REINFORCEMENT AROUND KNOCKOL
DRISCOPIPE
KNOCKOUT FOR
DRISCOPIPE SHALL
NOT EXCEED O.D. +1
404
384
366
346
32C
30C
DATUM ELEV
285.00
OD
0
M
N
DRISCOPIPE
PLACE 1 C.Y. CONCRETE
BLOCKING AT DRISCOPIPE
EXIT BETWEEN UNDISTURBED
GROUND AND CATCH BASIN
SECTION A -A
ANCHOR CONNECTION DETAIL
MOLDED
END
kX. 18" OVEREXCAVATION
V ANCHOR SIDE
PLAN VIEW
MOLDED SUB
METAL FLANGE BOLTED TO
ASA FLANGE ON SPOOL
HOPE SPOOL OR
GROOVED INTO WALL
420
OPTIONAL STRUCTURE CONNECTION
NTS
SEE PLAN ON SHT 18
0
EXISTING
GROUND
z
PROFILE
440 —
MAX. 18° OVERIXCAVATION jrT
ON ANCHOR SIDE
KNOCKOUTS FOR INLET 48" MANHOLE
PIPE /NSTALLADON
NOTE: I EXISTING_ GI OUND
MANHOLE BASE SECTION SHALL
BE PROVIDED WITH CLASS V
REINFORCEMENT AROUND KNOCKOL
DRISCOPIPE
KNOCKOUT FOR
DRISCOPIPE SHALL
NOT EXCEED O.D. +1
404
384
366
346
32C
30C
DATUM ELEV
285.00
OD
0
M
N
DRISCOPIPE
PLACE 1 C.Y. CONCRETE
BLOCKING AT DRISCOPIPE
EXIT BETWEEN UNDISTURBED
GROUND AND CATCH BASIN
SECTION A -A
ANCHOR CONNECTION DETAIL
MOLDED
END
kX. 18" OVEREXCAVATION
V ANCHOR SIDE
PLAN VIEW
MOLDED SUB
METAL FLANGE BOLTED TO
ASA FLANGE ON SPOOL
HOPE SPOOL OR
GROOVED INTO WALL
420
OPTIONAL STRUCTURE CONNECTION
NTS
SEE PLAN ON SHT 18
0 +00 1 +00
T=
-6'LT
H #1
1.94
34 -E, NW
74 -SW
390
1" MIN. DLAM.
8" ID DRISCOPIPE IN 12' SLEEVE
8" ID" ORISCOPIPE
CONCRETE FO
IXCAVATED
NATIVE
48'
N
,AOn
I� ^I
SECTION Y -Y
DRISCOPIPE ANCHORS
NTS
II
W
W
i
TO SLIDE, FREELY
I
`n °o
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± N i
It II
� W
R CL /
/
PSG,
SSMH
LOT 11 A
/ CLEAN OUT DRISCOPIPE ARC DETAIL
PITS
El" STRAPPING SADDLE
CONNECTION TEE
SEWER PIPE FINISH GRADE WITH GROUND COVER
F
8" 1
M
a
II
W
W
s
a
3
IN SUITABLE SOILS, THE CONSTRUCTION OF
A BEDDING AND /OR FOUNDATION MAY NOT
BE REQUIRED.
DRISCOPIPE TRENCH DETAIL
NTS
0.967
W
2
PROF? E ALSO ON S T 14 v
VC, S =0.65
SCALE
1 " =20'
:OR 957 COMPACTED
.NVELOPE
D,sco i e
HOPE PIPE
8" ID MIN. 10.5" OD
SDR11.00 160 PSI
5- 341413
MIN BENDING RADIUS IS 20
TIMES THE OR FOR SD 11
AND THICKER PIPE. USE 40x
FOR SAFETY.
THEREFORE RAD = (40)(10.5') _
420'/12 = 35'.
"AS- BUILT" NOTE:
AS- BUILT" IS BASED ON A ACTUAL FIELD SURVEY
BY TOUMA ENGINEERS AND INFORMATION SUPPLI
BY CONTRACTOR.
RECOMMENDED
FOR APPROVAL
PROCTOR 957 COMPACTED BY DATE
SOIL ENVELOPE BY DATE
BY DATE
BY DATE
BY DATE
EXISTING
GROUND
PROFILE
ALONG
EASEMEA
T CENTERLINE.
-
400
I
/
1 +OS -4
5 +1384
48" SSA
-
380 R /M =40.
1E =393.
EX/SDN
GROUND
LUINSENVING
E =393.
PROFILE
ALONG
EASEME
T CENTERLINE
RAD /U
IS 35'
T FOR
r
CALCULA
rZON
1' MIN
COVER
/
r
I
360
I
185L
8" ID
DR/SC
PIPE I' MIN.
SPACING,
S
E DET.
/LS ON THIS
01"
SAN
TAR 6
qEET
340
/
I
CONSULT GEO-
STEEP SLOPE
TECHNICAL
CONSTRUCTION
RSPOR7
FOR
REQU/REMEN
S.
r
8" ID
9RISCOPIPE 1
00 STIR 11 PIPE
MAINTAIN
1' MINIMUM
COVER FOR
PIPE
PR07E
0770N. USE H
ND EXCAVAD
N
FOR
MENCHING. SEE
TEMPORARY
EROSION
PLANS FDA
COVER
320
PIPE ANC
ORS MIN
SANITARY
W
R
SPACING -'0'
T
i Oil 116
-OUTFA
L
SS -Coy1
R/M =313.0
I
1E= 307.00 -8
HDPE
300
+20-
U7FALL
SS CONNECT
N.•
SCALE
ADDLE
AND 7
IP EX 12" HD
IE
1' =20' H
EWER
AlN
1'=10' V
S /E=
06.00
EASEM
NT P
OFILE
N
M
rn
0 +00 1 +00
T=
-6'LT
H #1
1.94
34 -E, NW
74 -SW
390
1" MIN. DLAM.
8" ID DRISCOPIPE IN 12' SLEEVE
8" ID" ORISCOPIPE
CONCRETE FO
IXCAVATED
NATIVE
48'
N
,AOn
I� ^I
SECTION Y -Y
DRISCOPIPE ANCHORS
NTS
II
W
W
i
TO SLIDE, FREELY
I
`n °o
� o
± N i
It II
� W
R CL /
/
PSG,
SSMH
LOT 11 A
/ CLEAN OUT DRISCOPIPE ARC DETAIL
PITS
El" STRAPPING SADDLE
CONNECTION TEE
SEWER PIPE FINISH GRADE WITH GROUND COVER
F
8" 1
M
a
II
W
W
s
a
3
IN SUITABLE SOILS, THE CONSTRUCTION OF
A BEDDING AND /OR FOUNDATION MAY NOT
BE REQUIRED.
DRISCOPIPE TRENCH DETAIL
NTS
0.967
W
2
PROF? E ALSO ON S T 14 v
VC, S =0.65
SCALE
1 " =20'
:OR 957 COMPACTED
.NVELOPE
D,sco i e
HOPE PIPE
8" ID MIN. 10.5" OD
SDR11.00 160 PSI
5- 341413
MIN BENDING RADIUS IS 20
TIMES THE OR FOR SD 11
AND THICKER PIPE. USE 40x
FOR SAFETY.
THEREFORE RAD = (40)(10.5') _
420'/12 = 35'.
"AS- BUILT" NOTE:
AS- BUILT" IS BASED ON A ACTUAL FIELD SURVEY
BY TOUMA ENGINEERS AND INFORMATION SUPPLI
BY CONTRACTOR.
RECOMMENDED
FOR APPROVAL
PROCTOR 957 COMPACTED BY DATE
SOIL ENVELOPE BY DATE
BY DATE
BY DATE
BY DATE
rV
N
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SANITARY SEWER NOTES & SPECIFICATIONS
Sanitary Sewer Notes and Specifications
THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SANITARY SEWER UTILITY.
1. Ali work and work material shall be in conformance with the standards and
specifications of the City of Renton Planning /Building/Public Works Department
and the latest edition of the WSDOT/APWA Standards and Specifications, as
approved and modified by the City of Renton in the Renton Standard Plans &
Specifications. A set of approved plans shall be kept on site at all times
during construction.
2. The hours of work in the street right of way shall be per City specifications
on weekdays unless otherwise approved in writing by the Planning/Building /Public
Works Department. An approved traffic control plan must be obtained prior to
beginning any work within public right of way.
J. Ali locations of existing utilities shown are approximate and it shall be the
contractor's responsibility to verify the true and correct location so as to
avoid damage or disturbance.
4. A pre - construction conference and a 24 hour notice shall be required prior to
starting new construction. It shall be the contractor's responsibility to
secure all necessary permits prior to starting construction. (Inspection will
be accomplished by a representative of the City of Renton.) It shall be the
contractor's responsibility to notify the Public Works inspector 24 hours in
advance of backfiiling alt construction.
5. Contractor is solely responsible for the means, methods and sequences of
construction and for the safety of workers and others on the construction site.
6. it shall be the responsibility of the contractor to obtain street use and any
other related permits prior to any construction.
7 Plans approved by the City of Renton, Public Works Department shall take
precedence over all other p/ans.8. A copy of these approved plans must be on the
job site whenever construction is in progress.
9. The contractor shalt provide the City of Renton with an as -built drawing of
the sanitary sewer system, which has been stamped and signed by a licensed
professional engineer or licensed professional surveyor.
)0. Bockfrll shall be placed equally on both sides of the pipe in layers with a
loose average depth of 6 inches, maximum depth of 8 inches, thoroughly tamping
each layer to 95 percent of maximum density. These compacted layers must
extend
for one pipe diameter on each side of the pipe or to the side of the trench.
Materials to complete the fill over pipe shall be the same as described.
11. Open cut road crossings for utility trenches on existing traveled roadway
shall be backfilied with crushed rock and mechanically compacted unless
otherwise approved by the Public Works inspector. Cuts into the existing
asphalt shall be neatline cut with saw in a continuous line. A temporary mix
patch must be placed immediately after backfrll and compaction. A permanent hot
mix patch shall be placed within 10 days and shall be per City of Renton current
standards.
12. Datum shall be City of Renton, 1988 NAVD.
13. All disturbed areas shall be seeded and mulched or otherwise stabilized to
the satisfaction of the Department for the prevention of on -site erosion after
the completion of construction.
14. All pipe and appurtenances shall be laid on a properly prepared foundation
in accordance with the standards and specifications of the City of Renton
Planning /Building /Public Works Department and the latest edition of the
WSDOT/APWA Standards and Specifications, as approved and modified by the City
of
Renton in the Renton Standard Plans & Specifications. This shall include
necessary leveling of the trench bottom or the top of the foundation material,
as well as placement and compaction of required bedding material, to uniform
grade so that the entire length of the pipe will be supported on a uniformly
dense, unyielding base. Pipe bedding shall be pea gravel 6 inches above and
below the pipe.
15. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM D
3034, SDR 35, or ductile iron class 50, unless otherwise approved by the
Wastewater Utility.
16. In unimproved areas, manhole to extend minimum 6 inches and maximum 12
inches above finished grade or must have minimum 2' diameter concrete ring
poured at grade. In paved areo, cover must slope in all directions to match
paving.
118" RAISE -112"
BORDER
CAST IRON RING AND COVER
1/2°
i"
PROPERTY LINE
SIDE SEWER MAIN TO BUILDING SEWER
° 2 �I FUTURE
6" SEWER PIPE 6.0-I BLDG SEWER
6" SiDE OUTLET TEE ?;
2 "X4" STUD SERVICE ARKER
PAINT UPPER PORTION WHITE
W AND STENCIL ON SIDE WORD
"SEWER" WITH 3" HIGH
BLACK LETTERS.
6" SIDE SEWER & BUILDING SEWER
PLAN
6" SIDE SEWER
1:3.5 MIX NOTE:
CONCRETE 60' ALLOWABLE MAX SIDE SEWER SHALL HAVE A
BLOCKING FOR CAST OR MINIMUM 5' COVER AT PROPERTY
DUCTILE IRON PIPE. LINE OR 3 -5' LOWER THAN THE
6 "MIN AX LOWEST HOUSE ELEVATION, WHICH-
25' M/N EVER IS LOWER.
6'M /N HORIZONTAL
6" SIDE OUTLET TEE
SEWER MAIN
CONC. BLOCKING ANGLE
OF TEE AT MAIN OVER 25°
ELEVA TION
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G
25'
29 MIN SLOPE
HORIZONTAL
TYPICAL SIDE SEWER
ELEVA TION
PIPE MA TERIA
AS SPECIFiED.L CLEAN -OUT DETAIL
4 3/4"
IN SAME
EWER JOINTS.
�EX /STING SEWER MAIN
f6'" SIDE SEWER
ti� 6 TEST TEE
TO BE INSTALLED
AT CONNECTION
NOTE
MAKE TAP THROUGH CAST IRON
SADDLE SECURED TO SEWER MAIN
WITH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE
SEWERS TO EXISTING MAIN.
VITRIFIED CLAY, PLAIN &
REINFORCED CONCRETE, D1 &
Cl PIPE SEWER MAINS ARE TO
BE CORE DRILLED.
SIDE
SEWER
SERVICE
DETAIL
TYP. SEE
SHTS. 14 — 19
11111
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SANITARY SEWER NOTES & SPECIFICATIONS
Sanitary Sewer Notes and Specifications
THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SANITARY SEWER UTILITY.
1. Ali work and work material shall be in conformance with the standards and
specifications of the City of Renton Planning /Building/Public Works Department
and the latest edition of the WSDOT/APWA Standards and Specifications, as
approved and modified by the City of Renton in the Renton Standard Plans &
Specifications. A set of approved plans shall be kept on site at all times
during construction.
2. The hours of work in the street right of way shall be per City specifications
on weekdays unless otherwise approved in writing by the Planning/Building /Public
Works Department. An approved traffic control plan must be obtained prior to
beginning any work within public right of way.
J. Ali locations of existing utilities shown are approximate and it shall be the
contractor's responsibility to verify the true and correct location so as to
avoid damage or disturbance.
4. A pre - construction conference and a 24 hour notice shall be required prior to
starting new construction. It shall be the contractor's responsibility to
secure all necessary permits prior to starting construction. (Inspection will
be accomplished by a representative of the City of Renton.) It shall be the
contractor's responsibility to notify the Public Works inspector 24 hours in
advance of backfiiling alt construction.
5. Contractor is solely responsible for the means, methods and sequences of
construction and for the safety of workers and others on the construction site.
6. it shall be the responsibility of the contractor to obtain street use and any
other related permits prior to any construction.
7 Plans approved by the City of Renton, Public Works Department shall take
precedence over all other p/ans.8. A copy of these approved plans must be on the
job site whenever construction is in progress.
9. The contractor shalt provide the City of Renton with an as -built drawing of
the sanitary sewer system, which has been stamped and signed by a licensed
professional engineer or licensed professional surveyor.
)0. Bockfrll shall be placed equally on both sides of the pipe in layers with a
loose average depth of 6 inches, maximum depth of 8 inches, thoroughly tamping
each layer to 95 percent of maximum density. These compacted layers must
extend
for one pipe diameter on each side of the pipe or to the side of the trench.
Materials to complete the fill over pipe shall be the same as described.
11. Open cut road crossings for utility trenches on existing traveled roadway
shall be backfilied with crushed rock and mechanically compacted unless
otherwise approved by the Public Works inspector. Cuts into the existing
asphalt shall be neatline cut with saw in a continuous line. A temporary mix
patch must be placed immediately after backfrll and compaction. A permanent hot
mix patch shall be placed within 10 days and shall be per City of Renton current
standards.
12. Datum shall be City of Renton, 1988 NAVD.
13. All disturbed areas shall be seeded and mulched or otherwise stabilized to
the satisfaction of the Department for the prevention of on -site erosion after
the completion of construction.
14. All pipe and appurtenances shall be laid on a properly prepared foundation
in accordance with the standards and specifications of the City of Renton
Planning /Building /Public Works Department and the latest edition of the
WSDOT/APWA Standards and Specifications, as approved and modified by the City
of
Renton in the Renton Standard Plans & Specifications. This shall include
necessary leveling of the trench bottom or the top of the foundation material,
as well as placement and compaction of required bedding material, to uniform
grade so that the entire length of the pipe will be supported on a uniformly
dense, unyielding base. Pipe bedding shall be pea gravel 6 inches above and
below the pipe.
15. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM D
3034, SDR 35, or ductile iron class 50, unless otherwise approved by the
Wastewater Utility.
16. In unimproved areas, manhole to extend minimum 6 inches and maximum 12
inches above finished grade or must have minimum 2' diameter concrete ring
poured at grade. In paved areo, cover must slope in all directions to match
paving.
118" RAISE -112"
BORDER
CAST IRON RING AND COVER
1/2°
i"
PROPERTY LINE
SIDE SEWER MAIN TO BUILDING SEWER
° 2 �I FUTURE
6" SEWER PIPE 6.0-I BLDG SEWER
6" SiDE OUTLET TEE ?;
2 "X4" STUD SERVICE ARKER
PAINT UPPER PORTION WHITE
W AND STENCIL ON SIDE WORD
"SEWER" WITH 3" HIGH
BLACK LETTERS.
6" SIDE SEWER & BUILDING SEWER
PLAN
6" SIDE SEWER
1:3.5 MIX NOTE:
CONCRETE 60' ALLOWABLE MAX SIDE SEWER SHALL HAVE A
BLOCKING FOR CAST OR MINIMUM 5' COVER AT PROPERTY
DUCTILE IRON PIPE. LINE OR 3 -5' LOWER THAN THE
6 "MIN AX LOWEST HOUSE ELEVATION, WHICH-
25' M/N EVER IS LOWER.
6'M /N HORIZONTAL
6" SIDE OUTLET TEE
SEWER MAIN
CONC. BLOCKING ANGLE
OF TEE AT MAIN OVER 25°
ELEVA TION
0�
oo
0
G
25'
29 MIN SLOPE
HORIZONTAL
TYPICAL SIDE SEWER
ELEVA TION
PIPE MA TERIA
AS SPECIFiED.L CLEAN -OUT DETAIL
4 3/4"
IN SAME
EWER JOINTS.
�EX /STING SEWER MAIN
f6'" SIDE SEWER
ti� 6 TEST TEE
TO BE INSTALLED
AT CONNECTION
NOTE
MAKE TAP THROUGH CAST IRON
SADDLE SECURED TO SEWER MAIN
WITH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE
SEWERS TO EXISTING MAIN.
VITRIFIED CLAY, PLAIN &
REINFORCED CONCRETE, D1 &
Cl PIPE SEWER MAINS ARE TO
BE CORE DRILLED.
SIDE
SEWER
SERVICE
DETAIL
TYP. SEE
SHTS. 14 — 19
i
N
4" MIN.
MANHOLE FRAME AND COVER
SEE DRAWING BR29
ADJUSTMENT 4" MIN.
TAR JOINTS
STEPS -314" DEFORMED BAR
STEPS SHALL BE INCLUDED
6 112"
CONRETE RISER BY PIPE INC.
48" OR APPROVED EQUAL
MAX. PIPE SIZE -21" I.D.
LADDER —STD. ALUMINUM
OR GALVANIZED STEEL.
CONCRETE SHELF
PRECAST BASE SECTION
L— OR CAST IN PLACE
....I 6„ MIN.
SANITARY MANHOLE TYPICAL DETAIL
(N7S)
TYP. SEE SHTS. 15 & 16
NOTES1
1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFTEY STEPS OR EQUAL
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED
3. CASTING TO BE OLYMPIC FOUNDRY MH30 WITH MH30 D/T OR EQUAL. PER DWG, BR29
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE
5. OPENING SHOULD BE ON DOWNSTREAM SIDE.
6. ALL JOINTS SHALL BE GROUTED,
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATINGI
WASSER MC- CONSEAL OR APPROVED EQUALI
COLOR OF COATING SHALL BE WHITE.
• . 1
,..E .
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1
_. _ . _._ -..I
5- 341414
DATE
DATE
DATE
DATE
DATE
Qg',S- 3-414
C