HomeMy WebLinkAboutzS-2848SetT AB ETH PLACE ELJLz--j
Section 5, Township 23 N, Range 5 E, Willamette Meridian, King County, Washington
N w � �► F
-
GRAPHIC SCALE 1"=20'
J
W E
m of
D 20 40 60
�mf
m �
1 son
with shed k and mechanical-
,
- wrnrr m �o,� roa way s i wi crushed
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8 ia"
?1230_89 �a �5 @4 42%
Invert In =. 273.16
Invert Out (x) 273.06
265 `
I
30 +00 WW,0 a7- "n't
roc y _id a' p
m mono v mm compacted. Cuts into the existing asphalt shall be neatline cut "9 p .50.1 v ui oo m m
with saw in a continuous line. ,
A temporary patch must bed �.m
- rnm� �I N mN 325
hot immediately shal after backfill and compaction. A permanent C/1 oo
n ono j m m pa be placed within 10 . days and shall be per ;.4
d 333
! ! E �� o n ti City..of Renton current standards... -3
co oo ! 13. Datum shall be City of Renton,. U.S.C. and G.S. p
v ;
14.
All disturbed areas shall be seeded and mulched on otherwise. �• 3
stabilized to the satisfaction of the Department for the
' 320 prevention of on -site erosion after the completion of r •�� Jq
ro
construction.
I i i i 15. All pipe and appurtenances shall be laid on a'properly prepared
foundation in accordance with Section 7- 02.3(1) of the current �y
1 / State of Washington Standard Specification, for Road and Bridge GO
? / ! Construction. This shall include necessary ,leveling of the 0 a
trench bottom on the top of the foundation material as well as ® C7
- -- -- --- --295- °f- �u15 -- , 315 placement and compaction of required bedding material to uniform..
grade so that the entire length of the pipe will be supported on el
a uniformly dense unyielding base. Pipe bedding shall be pea
I / gravel 6" above and below the pipe.'
/ f 16. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber
gasketed ASTM'D 3034, SDR 35. or ductile iron class 50. 4 a
31 +00 PROFILE VIEW
Vert. Scale: 1" =5.'.
10,
/ 10 17. In unimproved areas, manhole to extend minimum 6 inch and maximum m
/ IS inch above finished grade. In paved area cover, must slope in
J, M all .. directions to match paving.
/ o W
/ m '�° ® V '
B5 7 o 305
/ m �A m 3 w
oc 3n0
m� ELEVATION NOTES W
a
a ra S I 1. Stub invert elevations are based on minimum 2% slope of stub. Actual stub invert �4
must be at or above elevation shown. Actual stub invert elevation should be based
0 2' on cover requirements' and actual building elevations. •W
4 @-
? F o ( 2% 2. Finished floor elevations . are based on grading plan to show that service can be provided
with stubs at minimum slopes. If actual finished floor is lower than shown,.. elevation
must be checked against stub invert to verify service can be provided with min. slope.
290
} DRAWING
APPROVED APPROVED C
35 2.M BOASA&6ATE ' 1�n 6' _ AC s t 716 6 33+00 SHEET
OF 9
SCANNED OCT 4 2000
S
4
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7r
by
yy N
M
W
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4
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J S
SANITARY SEWER NOTES s
s
1 . A
All work materials shall be in conformance with the standards and r
ry
6 1
3 s
specifications of the City of Renton Utility Department and the
latest edition of the WSDOT /APWA Standards and Specifications.
2. T
The hors of in the street right of way shall be limited to 8
8 S
S
- W m- - W m- - W m- m
m - W m- - W m- W
W m- -W.- - W m- W
W m w
8:30 am. to 3:30 :30 p.m. on weekdays unless otherwise approved in
g
S
1 \ L 12'TH 2
2620. All street
il closures, partial or full, shall be approved by
- - - - - b
3. A
advance. The Police Department. Fire Department, and 911 shall
a b,
v"
+
Specifications for Municipal Public Works Construction" prepared
a +nn -Ex. SSMf 211 10+W 1
11 +00 S
Sta. 1 ,
Sta. 5170 L b
by Washington State Chapter American Public Works Association, L
, � y
y
Rim = 279 O6 -
Rim = 295.8'2 R
IE_ (8' J = 309.43
4. A
All locations of existing utilities shown are approximate and it
L a
a
I.E. (8" E.) -273.16 I
(e" N 6 E) = 28277 I
IE_ (6" I7J =
shall be the contractor's responsibility to verify the true and
° ° n
n
I.E. (8" W. ex.) =
3 s
correct location so as to avoid damage or disturbance. S
S
5
5. A
A preconstruction conference and a 24 hour notice shall beh
required prior to starting new construction. It shall be the m
m
contractor's responsibility to secure all necessary permits prior c
representative of the City of Renton.) It shall be the
cantractor's responsibility to notify the Utility Department 24 i
c
hours in advance of backfilling all construction. j
j
6. C
Contractor is solely responsible for the means, methods and
° a
a
sequences of construction and for the safety of workers and 2
2 °
7:. I
It shall be the responsibility of the contractor to obtain street
PUN VIEW' u
use. and any other related permits prior to any construction. w
w .,
8. P
Plans approved by the City of Renton,: Public Works Department.
Scale: 1" = 20' s
shall take precedence over all other plans.
9. A copy of these approved plans must be on the job site whenever
construction is in progress.
10. T
The contractor shall provide the City of Renton with an as -built N
N �
�.
drawing of the sanitary sewer system which has been stamped and a
a
ya q o p �� A R // A s
signed by a licensed professional engineer or licensed
9 /
11. B
Backfill shall be placed equally on both sides of the pipe in o
o o
oMo
Ho r z .
with a l
U G
. S
" d
density. These compacted layers must extend for one pipe p
G r
rd
310 5
i d
510 530 i 3
330 M
diameter on each side of the pipe or to the side of the trench.
v�l
•
o`OJ d
12. O
Open cut road crossings for utility trenches on existing traveled
Co o°o.Q
cu
En
cn
!
I
8 ia"
?1230_89 �a �5 @4 42%
Invert In =. 273.16
Invert Out (x) 273.06
265 `
I
30 +00 WW,0 a7- "n't
roc y _id a' p
m mono v mm compacted. Cuts into the existing asphalt shall be neatline cut "9 p .50.1 v ui oo m m
with saw in a continuous line. ,
A temporary patch must bed �.m
- rnm� �I N mN 325
hot immediately shal after backfill and compaction. A permanent C/1 oo
n ono j m m pa be placed within 10 . days and shall be per ;.4
d 333
! ! E �� o n ti City..of Renton current standards... -3
co oo ! 13. Datum shall be City of Renton,. U.S.C. and G.S. p
v ;
14.
All disturbed areas shall be seeded and mulched on otherwise. �• 3
stabilized to the satisfaction of the Department for the
' 320 prevention of on -site erosion after the completion of r •�� Jq
ro
construction.
I i i i 15. All pipe and appurtenances shall be laid on a'properly prepared
foundation in accordance with Section 7- 02.3(1) of the current �y
1 / State of Washington Standard Specification, for Road and Bridge GO
? / ! Construction. This shall include necessary ,leveling of the 0 a
trench bottom on the top of the foundation material as well as ® C7
- -- -- --- --295- °f- �u15 -- , 315 placement and compaction of required bedding material to uniform..
grade so that the entire length of the pipe will be supported on el
a uniformly dense unyielding base. Pipe bedding shall be pea
I / gravel 6" above and below the pipe.'
/ f 16. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber
gasketed ASTM'D 3034, SDR 35. or ductile iron class 50. 4 a
31 +00 PROFILE VIEW
Vert. Scale: 1" =5.'.
10,
/ 10 17. In unimproved areas, manhole to extend minimum 6 inch and maximum m
/ IS inch above finished grade. In paved area cover, must slope in
J, M all .. directions to match paving.
/ o W
/ m '�° ® V '
B5 7 o 305
/ m �A m 3 w
oc 3n0
m� ELEVATION NOTES W
a
a ra S I 1. Stub invert elevations are based on minimum 2% slope of stub. Actual stub invert �4
must be at or above elevation shown. Actual stub invert elevation should be based
0 2' on cover requirements' and actual building elevations. •W
4 @-
? F o ( 2% 2. Finished floor elevations . are based on grading plan to show that service can be provided
with stubs at minimum slopes. If actual finished floor is lower than shown,.. elevation
must be checked against stub invert to verify service can be provided with min. slope.
290
} DRAWING
APPROVED APPROVED C
35 2.M BOASA&6ATE ' 1�n 6' _ AC s t 716 6 33+00 SHEET
OF 9
SCANNED OCT 4 2000
S
4
°z �`
Y
<x N
7r
by
yy N
M
W
N
4
31 +00 PROFILE VIEW
Vert. Scale: 1" =5.'.
10,
/ 10 17. In unimproved areas, manhole to extend minimum 6 inch and maximum m
/ IS inch above finished grade. In paved area cover, must slope in
J, M all .. directions to match paving.
/ o W
/ m '�° ® V '
B5 7 o 305
/ m �A m 3 w
oc 3n0
m� ELEVATION NOTES W
a
a ra S I 1. Stub invert elevations are based on minimum 2% slope of stub. Actual stub invert �4
must be at or above elevation shown. Actual stub invert elevation should be based
0 2' on cover requirements' and actual building elevations. •W
4 @-
? F o ( 2% 2. Finished floor elevations . are based on grading plan to show that service can be provided
with stubs at minimum slopes. If actual finished floor is lower than shown,.. elevation
must be checked against stub invert to verify service can be provided with min. slope.
290
} DRAWING
APPROVED APPROVED C
35 2.M BOASA&6ATE ' 1�n 6' _ AC s t 716 6 33+00 SHEET
OF 9
SCANNED OCT 4 2000
S
4
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Y
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by
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M
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N
4
S
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N
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10
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12
818848Q FT
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(ill
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13
14�
In`°
5
6" SDR-35
@ 5= 2%min.
11N 4t
(mm/
(^ '
Imo�l Ste. 51 +8
SSMi 3 !gym
16 -1377 �L
¢I
Ici/m
(torn/+nm
('Dta/
IE. (B'
E (e' E 6
J = 297.40
=: 29750 Noi
�c+itol
Clean
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ELI.ZABETH PLACE a
Section 5, Township 23 N, Range 5 E, Willamette Meridian, King County, Washington .
N °V
6�
W E
1� GRAPHIC SCALE 1 " =20'
S
1 ro 400054Ff 1
90005l1F< 0 20 40 60
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B" SOR -35 @ s=1 %min.-J
aNm�v�w�mm
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W W
W
W
5" ea Pr
Sta 51 +64.33 27.00
�I I.E. =296.5 FF= 308.0
APPROVED.
oa
a n
a
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Sta.51 +86.10 25.57 R
'. IE. 295'.9 FF 312.0
w
r m
m
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BY
DATE J ?I10D
awa
Sta: 51+52.79 27.00 L
/ - =
\I.E. -295.3 FF -310.0
'.
U
Sta. 53+Rim
Rim = 328.69
t
0- R on
o'
sooOSaFr
�,
84485QPf
IE. (e ''W)= 320.02
I.E. (6" N 6 S) = 320.19
IIl�
484802
APPROVED
V
a
lu
W
5M SG Fr
B YIATE
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CA
a
N.
Harz Scale: 1" 20' '.
O�4
4
315
3
U'
+
Sta. 51 1624 27.00 R
SSMH 4 4B'
Q59
tay
,ia. `�
3000 5Q Ff
I.E '292.0 FF 306.0
310
510 --
- --
-- -�
c1
Rim = 328.69
tation = 43 +14.6P
6a 3 2eJIO-
--
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-- -
3
W,
ao
of
I
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Sta. 50 +91.42 27.00 L
I.E =290 3 FF =304.0
Sta. 50+90:24 27.00 R\
I i
1
I
I
_
oo asaa
b.3
3
I.E. =290.0 FF =302.0
i
GO
as
_
80085Q Ff 305
m m°o
goo
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° i m mti� i
Q
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an
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--
= -
3
S 50 55.01 2 00
I.E: 287.3FF -298.0
300
m"
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32
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m
30
W
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11 +00 '..
SSr&i 1+
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rT`.
Sta. 50+05.01 5.00 R
Rim 295.82
1
,
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ij
I.E. (8" W.) = 262.67
I.E. (B" N S E) _. 282.77
280
N m -T-
; -
- -�-
-
- -- -- -
-
--
30
2
PLC N VIEW
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Scale: 1" - 20'
"
U
275
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1
r z
-
2
W
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rn
A � � TA Y
I
i
( In4ert Out - 297.40
a Invert Tn 297.50
I
DRAWING
270
29
SS2
40 +00
41+00
42 +00
PI ROF/LEi� V/EW
43100
W'� yy �r
W/D % �O�'p
'
Vert. Scale: 1" 5'
I
SHEE''T
I
I
OF 9
i
SCANNED OCT
4 2000
ROLL # 167:
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ELIZABETH PLACE
Section 5, Township 23 N, Range 5 E, Willamette Meridian, King County, Washington
N
GRAPHIC SCALE 1 " =20'
W Y E -
o 20 40 - ao
4096Qrr
!
� Fr S
it
PLAN VIEW
Scale: 1" = 20'
//�, �((I�� \ \IQI 54848-0
3
�0 UII �I��O UU �I U 0 D
Horz. Srale: 1" = 20'
m
Qa
specifications of the City of Renton Utility Department and the
latest edition of the WSOOT /APWA Standards and Specifications. '
=
Ilmo
-Wm- -Wm -Wm-
-
Wm- -Wm- -Wm-
Wm�
®
the Planning /building /Public Works Department 72 hours in
C
,� §
advance. The Police Department, Fire Department, and 9ii shall )
NE 12TH T.
notified 24 hours in advance of any work in the right of way.
074
^ly I
by Washington State Chapter American Public Works Association,
latest edition (APWA) and City of Renton Standard Specifi- _.,Lions. -
-'
4. All locations Of existing utilities shown are approximate and it
4x167,
shall be the contractor's responsibility to verify
on the true and
correct location so as to avoid damage or disturbance.
5. A preconstruction conference and a 24 hour notice shall be I
2 W
9 +00 10 -00
-Ex. SSMH
�.SMy /f}
11 +00 SSMH 1 a +
Sta. 50+05.01 5.00 R
'
Sta. 9+12.33 .33 6.64 L
Rim = 279.06
/M = ZBS, /3
Rim =295.) 98
(8-
-
I.E. (8" E.) = 273.16
I.E. (8" W. ex.) = 273.06"x'
/E. (6 "6) = Z7^/56
I E. " N)6283•/3
y �
�
sequences of construction and for the safety of workers and o
o'° nlnl,.,�ja
7. It shall be the responsibility of the contractor to obtain street
PLAN VIEW
Scale: 1" = 20'
//�, �((I�� \ \IQI 54848-0
3
�0 UII �I��O UU �I U 0 D
Horz. Srale: 1" = 20'
30 +00 eywp -is_ a8k8
tl o
31 +00 PROFILE VIEW
Vert- Srala 1" = I
33 +00
330
325
320
315
310
305
300
295
290
285
Ire
--
y
`s
3 -13°( g
E G!NEER DATE #
wl g �IQ
NIIM
SANITARY SEWER NOTES \
m
Qa
specifications of the City of Renton Utility Department and the
latest edition of the WSOOT /APWA Standards and Specifications. '
=
Ilmo
8:30 a.m. to 3:30 pm. on weekdays unless otherwise approved in
3D0 -- -320 -
U
-- - - ---- - - ----
the Planning /building /Public Works Department 72 hours in
,� §
advance. The Police Department, Fire Department, and 9ii shall )
notified 24 hours in advance of any work in the right of way.
3. All construction shall be in accordance with "Standard ^
^ly I
by Washington State Chapter American Public Works Association,
latest edition (APWA) and City of Renton Standard Specifi- _.,Lions. -
-'
4. All locations Of existing utilities shown are approximate and it
shall be the contractor's responsibility to verify
on the true and
correct location so as to avoid damage or disturbance.
5. A preconstruction conference and a 24 hour notice shall be I
2 W
required prior to starting new construction. It shall be the
contractor's responsibility to secure all necessary permits prior
oo�
contractor's responsibility to notify the Utility Department 24 v
29a_ , 310
vld xv
Q
ti
mom
Nom
y �
�
sequences of construction and for the safety of workers and o
o'° nlnl,.,�ja
7. It shall be the responsibility of the contractor to obtain street
E
z! Y>
use and any other related permits prior to any construction.
U)
OM
y
r
aG
VJ'�- 305
C3
9. A copy of these approved plans must be on the job site whenever
construction is in progress. C
10. The contractor shall provide the City of Renton with an as -built �
sa /pVG35aR'35�
5'ZI9/ �
2&0 �
M_
drawing of the sanitary sewer system which has been stamped and
signed by a licensed professional engineer or licensed 0
LLA
3
N
li
N
275 - 295
N
11. Baccfill shall be placed equally an both sides of the pipe in c
c+i
layers with a loose average depth of 6 inches, maximum depth of 8 t
t� U
U a
percent o
~
j"'ny U
0 C C
-.. , _..... _.... _.. - -...- -_.. ...
- ... -.. -...
.._. ... _._. ._.
-_. -_. -._. -. -_~. . - --- 270- = -2
W
A
12. Open cut road crossings for utility trenches on existing traveled
roadway shall be backfilled with crushed rock and mechanically 4
Invert In = 273.16
41
-
Invert Out (Ex.) = 273.06',
-
265 9Rr,
1
30 +00 eywp -is_ a8k8
tl o
31 +00 PROFILE VIEW
Vert- Srala 1" = I
33 +00
330
325
320
315
310
305
300
295
290
285
Ire
--
y
`s
3 -13°( g
E G!NEER DATE #
wl g �IQ
NIIM
SANITARY SEWER NOTES \
\,
I . All work materials shall be in conformance with the standards and
specifications of the City of Renton Utility Department and the
latest edition of the WSOOT /APWA Standards and Specifications. '
'..
2. The hours of work in the street right of way shall be limited to I
8:30 a.m. to 3:30 pm. on weekdays unless otherwise approved in
writing by the Planning /Building /Public Works Department at 235-
2620. All street closures, partial or full, shall be approved by ,
the Planning /building /Public Works Department 72 hours in
,� §
advance. The Police Department, Fire Department, and 9ii shall )
notified 24 hours in advance of any work in the right of way.
3. All construction shall be in accordance with "Standard ^
^ly I
by Washington State Chapter American Public Works Association,
latest edition (APWA) and City of Renton Standard Specifi- _.,Lions. -
-'
4. All locations Of existing utilities shown are approximate and it
shall be the contractor's responsibility to verify
on the true and
correct location so as to avoid damage or disturbance.
5. A preconstruction conference and a 24 hour notice shall be I
2 W
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 �
�R viv
contractor's responsibility to notify the Utility Department 24 v
vld xv
6. Contractor is solely responsible for the means, methods and
sequences of construction and for the safety of workers and o
o'° nlnl,.,�ja
7. It shall be the responsibility of the contractor to obtain street
z! Y>
use and any other related permits prior to any construction.
B. Plans approved by the City of Renton Public Works Department, F
Flo. °OiUa
shall take precedence over all other plans.
C3
9. A copy of these approved plans must be on the job site whenever
construction is in progress. C
10. The contractor shall 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 0
LLA
professional surveyor. N
0;, L
N
11. Baccfill shall be placed equally an both sides of the pipe in c
c+i
layers with a loose average depth of 6 inches, maximum depth of 8 t
t� U
U a
percent o
j"'ny U
0 C C
diameter on each side of the pipe or to the side of the trench. 4
.�.
W
A
12. Open cut road crossings for utility trenches on existing traveled
roadway shall be backfilled with crushed rock and mechanically 4
41
with saw in a continuous line. A temporary mix patch must be c
a
placed immediately after backfill and compaction. A'+-�
hot mix patch shall be placed within 10 days and shall be ;
;..4 a
a�i �pp'OD..
City of Renton current standards. C
C) e
e,
13. Datum s
°a
shall e f
�
prevention of on -site erosion after the completion of g
gg ,
Ri o
15. All pipe and appurtenances shall be laid on a properly prepared R
o
accordance with Section 7
`ai Uj
Construction. 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 '
l
gr a ve a ow a pipe.
16. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber _`
gasketed ASTM D 3034, SDR 35. or ductile iron class 50. rn
h
17. In unimproved areas, manhole to extend minimum 6 inch and maximum C
iB inch above finished grade. In paved area, cover must slope in
all directions to match paving.
U r u
It
N y �
3 x�
ELEVATION NOTES ® W
N
1. Stub invert elevations are based on minimum 2% slope of stub. Actual stub invert 6 Sq o
must be at or above elevation shown. Actual stub invert elevation should be based
on cover requirements and actual building elevations.
2. Finished floor elevations are based on grading plan to show that service can be provided ra
with stu1is at minimum slopes. If actual finished floor is lower than shown, elevation
must be checked against stub invert to verify service can be provided with min. slope. ® c
ri `D
DRAWING
APPROVED APPROVED Iss
B DATE �414� L' 11 _ DAT 5 t 7uDp
SHEET 6
ar;�J JU1 L 1 2001 OF 9
3CANNED OCT 4 2000
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10
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@ s =2 %min
ELIZABETH PLACE
Section 5, Township 237 N, Range 5 E, 'Willamette Meridian, King County, Washington
N
W E
4z7�SdFr 302SQFr
17 S c scA_E =2D
�IU
I� 4000 6G! Fr
313 14 .11" 4Fi -
�c
.N rA om
Mw ^4 SSMi 3 N`N`,' Ni
Sta.
(8" E 51 +8 .16 14.73 L ti
im - 313.x6: 1O �
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I.E. =296 5 FF =308.0
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280
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ENGINEER DATE �6y ` 8049
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I.E. (8" W.) _ 288.03
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280
PLAN VIEW
Scale: I' = 20'
275
5A" "M ARY 5 270
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0 20 40 60
i irr, 100
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ENGINEER DATE �6y ` 8049
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