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Roth Hill, LL° 200 ONEOM o,9& „99, 44 CITY OF
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JDH,; .� RENTON
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c.EcN 9: .T �,t— . i Planning /Building /Public Works Dept.
DMC IF NOT ONE INCH
BY DATE APPR ^PPN°`T0 m^iE ncc9Nmxar
N0. REVISION LH
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August 2011
SANITARY SEWER MM N.
PPGE
REPAIRS 2011 9N�N9S. -1
SIIEEh. 1 OF: 5
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s SIGN -
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452 I'CB - -�'„ ---- ".-- -_ —__— - _ -SDMH
414
(MINIMUM MA CLASS S,
(MINI MUM 3 LIFTS)
a ..„ 6" - CRUSHED SURFACING
BASE COURSE
1' MIN. V MIN.
TRENCH WIDTH
MAXIMUM PAY LIMIT
7 FT
NE SUNSET BLVD
TRENCH RESTORATION DETAIL
PAVEMENT DEMOLITION -NOTES
THE EXISTING PAVEMENT MATERIALS FOR SUNSET BLVD NE VARIES FROM 6" TO
18" DEEP ASPHALT OVER 0" TO 8" DEEP CEMENT CONCRETE. THIS
INFORMATION IS A RESULT OF TEST BORINGS AND INFORMATION OBTAINED FROM
CITY STAFF BASED ON PREVIOUS PROJECTS. THIS INFORMATION IS
APPROXIMATE AND IS PROVIDED TO ASSIST THE CONTRACTOR IN DETERMINING
THE REQUIREMENTS FOR SAW CUTTING AND DISPOSAL OF WASTE MATERIALS.
NE SUNSET BLVD HAS BEEN IMPROVED SEVERAL TIMES RESULTING IN A
ROADWAY WITH VARYING THICKNESS OF PAVEMENT.
L EXISTING UTILITY NOTES
EXISTING UTILITY LOCATION ARE SHOWN ON THE PLANS FOR THE
CONTRACTOR'S INFORMATION. THE CONTRACTOR SHALL CONTACT A ONE -CALL
UTILITY LOCATE SERVICE PRIOR TO AND DURING CONSTRUCTION.
3 TEMPORARY STREET RESTORATION NOTES
THE CONTRACTOR SHALL PATCH ALL TRENCH CUTS AT THE END OF EACH
WORKING DAY WITH A TEMPORARY ASPHALT PATCH, EXCEPT THE LAST SECTION
OF THE TRENCH WHICH CAN BE COVERED WITH STEEL SHEETS. THESE
PATCHES SHALL BE COMPACTED WITH A ROLLER COMPACTOR TO A DENSITY
WHICH WILL PROVIDE A SMOOTH, FIRM SURFACE FOR VEHICLES. THE PATCHES
SHALL BE MAINTAINED DAILY THROUGHOUT THE DURATION OF THE PROJECT TO
PREVENT POT HOLING AN RUTS FROM FORMING. ALL POTHOLES, RUTS AND
BUMPS MUST BE REPAIRED IF THE DEFECT EXCEEDS AND INCH IN DEPTH OR
HEIGHT-
4. SUNSET BLVD NE STREET RESTORATION NOTES
FOLLOWING THE INSTALLATION OF THE PERMANENT PATCH, SUNSET BLVD NE
SHALL RECIEVE A 2 -INCH GRIND AND OVERLAY AS SHOWN ON THIS PLAN.
WORKING HOURS
ARE LIMITED TO
8:30 AM TO 2:30 PM
FOR SUNSET BLVD NE
v 11 OR
l7 �pF WA1,o S
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NO. I REVISION
...420 .................... ........ ...... ...... .......... .....I
...................
410
EX. GROUND to ROAD CENTERLINE
-----408
TV
TV-
St
N- TV
- N TV
TV
J
MH #1
N 1874 474
E 1309573.52
INSTALL NEW 48" MH OVER
... EX 81, SANITARY SEWER
RIM= 404.6+
1E8 "N= 394.02
IE8 "W= 394.12
1E 8" E = 396.3± WITH .... - - . . .
OUTSIDE DROP IE 8 „= 394.12 (STD. PLAN 402.1)
..:400 ...................... ................:.........:.. .. ... .
.... ..... ..... ..... ..
EX. B- Concrete Sanitary Sewer _
146 LF OF 8 PVC @ 0%
EX SSMH 48” CONIC. _ Connect existing 8" concrete from east
: 390 ......:.........:.........: N. 187423. 47 .... .....:..... .............:- ........:... ..... ..
E 1309425.70 into new manhole With outside drOIJ. ....
- -
- RIM = 406.64 - -
IE 8" N = 395.58 PLUG 8 "N WITH CONCRETE _
:IE 8" E = 395.58 1E8 1E= 395.58
IF 8" S = 395.79
..:380 ...... ........ ..... ... � ........... ...;......... _..... .... -. -....
RE- CHANNEL MH TO FLOW EAST
- EX 24" Sanitary Sewer - _ — - -- —
..:370. -�. .. .. _ - EX 22 - _ -
wer
EX SSMH 6.0' CONIC.
® Roth Hill, LUG
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BY DATE APPR ooc rscoxoNGUY
wmw xaw lase Ss >- CITY 0 F
NORVE`o` NP➢ "'0'891
ul RENTON
DATUM
Planning/Building/Public Works Dept.
3
SANITARY SEWER August 2 0'
FlEIDBWK:
REPAIRS 2011
OMNINB NO
NE Sunset Blvd S -2
SNER: 2 o' 5
5- 35900E
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4" - HMA CLASS 2'
6" - CRUSHED SURFACING
° TOP COURSE
1' MIN. 1' MIN.
TRENCH WIDTH
MAXIMUM PAY LIMIT
7 FT
ROADWAYS OTHER THAN
NE SUNSET BLVD
RESTORATION DETAIL
�) l
SITE 2
...............
........... 430 ................ ............................... - � - -
:.........:. 420 ......:...................:.........:... ...... ..........:.........:.... - /
. TERLINE - Ooncrece N 185959.03 -
D CEN EX'.8 .' .... .....: ........ E.1309Q14.1Z.... - -....
.... @ ftO P....... ... ... -
... ..... ..... .. ... - RIM = 425.87
-410 - _ - UNKNOWN 2' PVC CONDUIT. DIRECTLY _ EX GROUNO
ON DAMAGED SEWER MAIN.: _ IE 8" W = 420.27
- - IE 8" E = 420.27 - -
:... .....400 ............... ......... ...... ...... ..:.
CITY OF
w xAw aee
SVMRYm:
Roth Hill, LLC 1 „_,20, Now.. . Nru. w weG /1991 >—
oESIOx JDH `C
rte, � RENTON
JDH ONE 'L DA(UM
cxECeEODMC Ar T I Planning/Building/Pub is Works Dept.
W NOi OEOU� ONE INCH
"BY DATE APPR ^PP acu� N0. REVISION LH
SANITARY SEWER
REHABILITATION 2011
NE 11TH PL
SI-
August 201
Flk1DB00K
PAGE:
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RIM= 417.37
I CTR CH= 406.67
-.._J-
-o v�1 PS �
2 -12" ODS
RS
I
I
GA i x
&18 "ODs
I
I
50" OFIR
F/54 MAIN FLOOR
FF EL= 415.15
NO BASEMENT
REPLACE EX. BRO EN CONCRETE WYE
WITH DUCTILE IRO TEE PER DETAIL
ON SHEET 4 (APP OX. DEPTH OF TEE
IS 6 FT) #3706 MAIN F
EL413.52
SDMH NO BASEME
RIM = 414.17
12"CONC SE= 406.67
AIL 14 "OMONKEYTAIL 12 "CONC NW= 406.77
\ 6 "GONG E= 409.07
-- w- _-- yy_- _- .ya-- _.-:. =5tio ASP
NE-7TH ST
#? MAIN FLOOR
FF EL417.69
NO BASEMENT
SITE 3
BOLLARDS
� 8'x3'ARBOR.
#651 GARAGE
FF EL413.93
NO BASEMENT
I LRIM
12 "C
12 "C
/ W
Y� N ` �' �g0 / W I (
Lij
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-390
s
�y" 5 G/� 6. 1 4 GONG g �
S S� c GKP �36�EM PS MENj i
REPLACE EX. BROKE V CONCRETE E
WITH DUCTILE IRON EE PER DETA�L
poR ON SHEET 4. (APPRO ( DEPTH OF E
G F.OG 01L, p MEND IS 12 FT
E�ePSF, )
NO
I
SITE 5
REPLAC EX. BROKEN CONCRETE WYE
WITH DU ILE IRON TEE PER DETAIL
ON SHEET (APPROX. DEPTH OF TEE
IS 9 FT) F opR
11552 EMS SF -M�N�
F ppP
9
#251 EM3 SF -��N�
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SITE 4
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pie
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00 � pNp
REPLACE EX. BROKEN CONCRETE WYE
WITH DUCTILE IRON TEE PER DETAIL
ON SHEET 4. (APPROX TEE DEPTH
13 FT)
FVppR
#35�� g PSEgf.N
NO 0
O \�
\\ \\ #684 MAIN FLOOR
EL
NO BASEMENT
� SHED/ �
A A,P I LAWN PATIO
\
1st N
IF /
GRAVEL
ro
AS, H
OOPIIN
ONIC I� V / / / DRIDVEWAY�
i DRIVEWAY
L
BLK PL 4'WOOD HE
DETAC
�� FF
m
SDMH
RIM = 401.86
8 "GONG E- NE= 397.26
6 "CONC S= 399.56
5 "GONG S -SE= 399.96
6 "CONC S -SE= 397.16
8 "CONC W -SW= 396.86
6 "PVC SW= 398.66
SITE 6
EX. 6" CONCRETE
SIDE SEWER (Ty
P)
DUCTILE IRON SPOOL LH ROMAC COUPLING
(LENGTH AS NEEDED) `(TYPE AS NEEDED)
�l ITT, 1 it i �Iv
Lj�=: -LI �
EX. 8" CONCRETE J I DUCTILE IRON TEE
SEWER MAIN (TYP) 8X8X6
TYPICAL SEWER TEE REPLACEMENT DETAIL
1. BEDDING SHALL BE A MINIMUM 6" DEPTH.
2. BEDDING MATERIAL SHALL BE PER STANDARD
SPECIFICATION 9- 03.12(4).
3. PEA GRAVEL SHALL NOT BE ALLOWED FOR
BEDDING MATERIAL.
#691
FF EL417.63
NO BASEMENT
#687
FF EL416.00
NO BASEMENT
CON
a
s
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#683
FF EL415.50 s
NO BASEMENT
I
c- I�
C
U ifO I j
i
FF ELL4415.65t
NO BASEMENT ' I�
ON j U%
I
� MH
SDMH {
( RIM-402.4
4
NEE, 7TH ST
INV DROPS
ROP
395.44
RIM =401.17 i�
CB TR CH =3
.94
6 "CONC ,r,
I RIM = 401.49
m
SDMH
RIM = 401.86
8 "GONG E- NE= 397.26
6 "CONC S= 399.56
5 "GONG S -SE= 399.96
6 "CONC S -SE= 397.16
8 "CONC W -SW= 396.86
6 "PVC SW= 398.66
SITE 6
EX. 6" CONCRETE
SIDE SEWER (Ty
P)
DUCTILE IRON SPOOL LH ROMAC COUPLING
(LENGTH AS NEEDED) `(TYPE AS NEEDED)
�l ITT, 1 it i �Iv
Lj�=: -LI �
EX. 8" CONCRETE J I DUCTILE IRON TEE
SEWER MAIN (TYP) 8X8X6
TYPICAL SEWER TEE REPLACEMENT DETAIL
1. BEDDING SHALL BE A MINIMUM 6" DEPTH.
2. BEDDING MATERIAL SHALL BE PER STANDARD
SPECIFICATION 9- 03.12(4).
3. PEA GRAVEL SHALL NOT BE ALLOWED FOR
BEDDING MATERIAL.
#691
FF EL417.63
NO BASEMENT
#687
FF EL416.00
NO BASEMENT
CON
a
s
N
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a
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#683
FF EL415.50 s
NO BASEMENT
I
c- I�
C
U ifO I j
i
FF ELL4415.65t
NO BASEMENT ' I�
ON j U%
I
#682
FF EL414.50
NO BASEMENT
SSMH
RIM-415.13
CTR CH= 409.03
SITE 7
9URVEVFD: V
Roth Hilt, LLC'�- w`w 9m T O F
D.NE9: 1 " =20' NORROMPL w 19&1/1991 All"
JON _ RENTON
DRAWN: G
JDH � DxE ixcx DATUM
CxFCKmJDH "T"'� Planning /Building /Public Works Dept.
i! N. DNE INGI
REVISION BY DATE APPR PPPRWEP. 9 ACWRDwcrs
I
Au
SANITARY SEWER gust 2 °-
flLBWK
REPAIRS 2011 P.9E
DNn7o:
NE 7TH ST, NE 7TH PL, EASEMENT 9 r, 4 "4
MENERIMc
NEE, 7TH ST
l
76'
---- SS -----
SS----- SS -_-�
GRAVEL- - - - -
N a
j
0
(APPROX. TEE
THIS 9 FT)
a "co
N
#3911
w
w
#686
FF EL415.16
FF EL415.02f
N
O BASEMENT
NO BASEMENT
x
C� ON
REPLACE EX. BROKEN
ONCRETE WYES
I
WITH DUCTILE IRON T
S PER DETAIL
ON SHEET 4.
(APPROX.
TEE DEPTH IS 8 FT)
#682
FF EL414.50
NO BASEMENT
SSMH
RIM-415.13
CTR CH= 409.03
SITE 7
9URVEVFD: V
Roth Hilt, LLC'�- w`w 9m T O F
D.NE9: 1 " =20' NORROMPL w 19&1/1991 All"
JON _ RENTON
DRAWN: G
JDH � DxE ixcx DATUM
CxFCKmJDH "T"'� Planning /Building /Public Works Dept.
i! N. DNE INGI
REVISION BY DATE APPR PPPRWEP. 9 ACWRDwcrs
I
Au
SANITARY SEWER gust 2 °-
flLBWK
REPAIRS 2011 P.9E
DNn7o:
NE 7TH ST, NE 7TH PL, EASEMENT 9 r, 4 "4
MENERIMc
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SITE 8
- 440 ........................................................................:.............................:.................. .....................:......... .................. ..... . .....
-410..
...
....: ......
....... ...EX.'8" Concrete Sanitary Sewer .:.........:.........:......
....
.................:.......
gPPROX. LOCATION OF
....... ;...
:.
I '
EX
N
SSMH 48" :
182805.60
:
REPLACE EX.:BROKEN CONC. TEES WITH
-
:
IVIH #2
. EX SSMH 48"
N 182751.52
E
1310779 61
`L
O 1
COMMUNITY MB
N 182767.52
E 1311123.94
RIM = 424.57
.400 IE 8" S - : 409.57 -
-
SHEET 4 AND:APPROX 4 FT OF 8 "D1 TO
MH #1 ....
.:........ :......
E 1311021.89
.: RIM -� 416.76..... .
B"
Q
8" N 409.57
CONNECT TO NEW MH
N 182771.28
REMOVE EX. LAMP HOLE AND
iE " s = 409.66
E
a" E _ 409.97
z
INSTALL NEW 48" MH
NO BASEMENT
8 "GONG W= 409.97 6 "GONG S= 410.44
REMOVE EX LAMP HOLEAND
RIM = 422.3±
390 .:......
INSTALL NEW 48 "ti1H. - .. ......
DEPTHAPPROX. X- 1.1.,..... .
RIM = 422.3±
(MATCH EX GRADE)
DEPTHAPPROX 8' 41'
J
(MATCH EX. GRADE)
.... ....
REPLACE EX. BROKEN CONC.
TEE: WITH... .
DUCTILE IRON TEE PER DETAIL ON SHEET 4:
I
1 I
GARAGE
#3912 MAIN FLOOR
N
FF EL424.63
FF EL422.83±
�
I m I
I
NO BASEMENT
NO BASEMENT
#3918 MAIN FLOOR
ASPH I I I
FF EL421.77
I I `\
NO BASEMENT
\3
; I
xW0D F
0
#3924 MAIN FLOOR
I 3WV
` -x
-- _ i
4'WOOD FE
FF EL419.17
NO BASEMENT
IGRA_V
WOO FE ON .TW CONC
TEL HH
#393) OR
F
PK WASH
- ---_ -
42 4
APPROX. LOCATIONS OF -
I
FF EL4 6 85
PACE
'-- --
INA
° 3 WOOD PE BURIED SEWER LAMPHOLES
NO BASEMENT
��
6TH
u 1
'- - --A
W M
PL
H
'-SS
�'"
WZW I
� ASPH
4'x4'CONC CONC
PAD gCON
-..�
-
PKF -TW
i.____ v,. -- -
R nE PL
.T'
WO
"-- SS--
_- ---�._ PACE
_ - .. o _ q_
F -- - --� W_
I
W 6'x4'CE
FF
V I --c
�_- -SS -�-
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'-t
l I -
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- -
----
- -s5-_ - -----
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_
y ICe
R2�h - - o v
_- G______ -'
- - -
Q' -
_ _
S--
-'5�----
'�--_
- --L-__
� --- "'--
_ _
--
_ ASPH
-
, GRq
V
o=
-
-c - 214, -ss_
'- �-- MH #1
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6 4 3 orN o�� �.c
-
_�
ss I
ss__ -J- MH #2
- -
3
w
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4 CLF
_ss -_
CID
PACE
N
COM 80% ON
CONC PAD
____ -- • . ....... .... ...
ASPH G - _ -- S �_,-
_
PKF -TYP SSMH
PACE RIM = 416.76
j
,WM
GRAVELo� z= C- --- -
S 1__
-
0
3' WOOD FE 4 CLF
- - -_ �_
'-'__. .�_
SS....
CTR CH =409.66
/
_ -�_
I
2'CONC BL u oHp_
- -_
-
BRICK GRAVEL e
"--SS -.._ --
rn
j
b
2'H CONIC ASPH
_`
,,
BLKW /3'H
__c_ -_ _
#3913 MAIN FLOOR
N END
FE ON TOP 5'WOOD ORE
wma
_ --
-
gy z
Mw
FF EL 424.08
NO BASEMENT
LAWN F
#3919 MAIN FLOOR
1
I
w
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zv,n
FF EL 423.54 #3925 MAIN FLOOR
\
1
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NO BASEMENT FF EL 423.26
�w
o
NO BASEMENT
,Z
\
1 ,
#621 MAIN FLOOR
,
REPLACE EX BROKEN CONCRETE WY
LAWN
S
NF BASEMENT
WITH DUCTI E IRON TEES PER DETAI ON
j !
SHEET 4. AIPPROX DEPTH OF TEES l 10 FT
conic
SITE 8
- 440 ........................................................................:.............................:.................. .....................:......... .................. ..... . .....
-410..
...
....: ......
....... ...EX.'8" Concrete Sanitary Sewer .:.........:.........:......
....
.................:.......
gPPROX. LOCATION OF
....... ;...
:.
#611 MAIN FLOOR
EX
N
SSMH 48" :
182805.60
:
REPLACE EX.:BROKEN CONC. TEES WITH
-
:
IVIH #2
. EX SSMH 48"
N 182751.52
E
1310779 61
DUCTILE IRON TEES PER DETAIL ON
COMMUNITY MB
N 182767.52
E 1311123.94
RIM = 424.57
.400 IE 8" S - : 409.57 -
-
SHEET 4 AND:APPROX 4 FT OF 8 "D1 TO
MH #1 ....
.:........ :......
E 1311021.89
.: RIM -� 416.76..... .
B"
IE
8" N 409.57
CONNECT TO NEW MH
N 182771.28
REMOVE EX. LAMP HOLE AND
iE " s = 409.66
E
a" E _ 409.97
E 1310997.93
INSTALL NEW 48" MH
NO BASEMENT
8 "GONG W= 409.97 6 "GONG S= 410.44
REMOVE EX LAMP HOLEAND
RIM = 422.3±
390 .:......
INSTALL NEW 48 "ti1H. - .. ......
DEPTHAPPROX. X- 1.1.,..... .
RIM = 422.3±
(MATCH EX GRADE)
DEPTHAPPROX 8' 41'
(MATCH EX. GRADE)
.... ....
REPLACE EX. BROKEN CONC.
TEE: WITH... .
DUCTILE IRON TEE PER DETAIL ON SHEET 4:
REPLACE EX. BROKEN
CONCRETE WYES
#610 MAIN FLOOR WITH DUCTILE IRON
!AGE NO BASEME T TEES PER DETAIL ON
8.04
BENT #914 MAIN FLOOR
FF M EL 415.53 SHEET 4. APPROX.
NO BASEMENT DEPTH OF TEES IS 12 FT
CB
RIM= 414.04 #604 MAIN FLOOR
6 "GONG W= 412.54 FF EL 419.38
NO BASEMENT
LDSP
WM AREA I 4'CLF x WM CONC BLK WALL WM
GONG I l a 4'CLF J 28 "0CE I 0 CONC I o
ASPH ' - - - - - _� CONC I 4 "ODS j J! LAWN
i --- <_-M__ _ M- _ _
rfl - M M _ -_ r -Ai
PKF /WASH
/ SHELTON AV NE I
PACE
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BURIED SEWER LAMPHOLE
CTR CH= 402.93
FF EL 413.51±
NO BASEMENT
COMMUNITY MB
#607 MAIN FLOOR
ON GONG PAD
CB
FF EL 413.96
RIM = 413.61 SDMH
NO BASEMENT
#615 MAIN FLOOR
6 "CONC S=412.31 RIM-413.94
FF EL 415.94±
6"CONC E= 410.31 g ^GONG E= 470.64
NO BASEMENT
8 "GONG W= 409.97 6 "GONG S= 410.44
#? MAIN FLOOR
FF EL 413.97
NO BASEMENT
SITE 9
..440 ......- _ ...... ...............................
...430..- ... ................. .............. ......:...... ...:...................;......'
...... 420 .................................................................... ....:.......... ......... .......
EX. GROUND ® ROAD: CENTERLINE -
.:....410 .. ........:.........:.........:.........:..... ....:.........:.........:...... �.........:. -...
EX. 8" Concrete Sanitary Sewer .
400 .. .........:.........:.... .. ...:..... ...... ...... ..... ....:...MH#3........ :.........:.. -..
EX SSMH 48" - -
N 182805.60 N 182771.28
E 1310779:61 E 131099793
RIM = 417..03 - -
CENTER OF CHANNEL - 402.93 - REMOVE EX. LAMP HOLEAND
390 ..........
.... INSTALL NEW 48" MH
..... .......... ..................... . . ..
REPLACE EX. BROKEN CONC. TEES WITH RIM = 415 8+
DUCTILE IRON TEES PER:DETAIL DEPTHAPPROX: 8` -11'
(MATCH EX. GRADE)
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V MIN. f 1' MIN.
TRENCH WIDTH
MAXIMUM PAY LIMIT
7 FT
NE SUNSET BLVD
TRENCH RESTORATION DETAIL
PAVEMENT DEMOLITION NOTES
THE EXISTING PAVEMENT MATERIALS FOR SUNSET BLVD NE VARIES FROM 6" TO
18" DEEP ASPHALT OVER 0" TO 8" DEEP CEMENT CONCRETE. THIS
INFORMATION IS A RESULT OF TEST BORINGS AND INFORMATION OBTAINED FROM
CITY STAFF BASED ON PREVIOUS PROJECTS. THIS INFORMATION IS
APPROXIMATE AND IS PROVIDED TO ASSIST THE CONTRACTOR IN DETERMINING
THE REQUIREMENTS FOR SAW CUTTING AND DISPOSAL OF WASTE MATERIALS.
NE SUNSET BLVD HAS BEEN IMPROVED SEVERAL TIMES RESULTING IN A
ROADWAY WITH VARYING THICKNESS OF PAVEMENT.
2. EXISTING UTILITY NOTES
EXISTING UTILITY LOCATION ARE SHOWN ON THE PLANS FOR THE
CONTRACTOR'S INFORMATION. THE CONTRACTOR SHALL CONTACT A ONE -CALL
UTILITY LOCATE SERVICE PRIOR TO AND DURING CONSTRUCTION.
3. TEMPORARY STREET RESTORATION NOTES
THE CONTRACTOR SHALL PATCH ALL TRENCH CUTS AT THE END OF EACH
WORKING DAY WITH A TEMPORARY ASPHALT PATCH, EXCEPT THE LAST SECTION
OF THE TRENCH WHICH CAN BE COVERED WITH STEEL SHEETS. THESE
PATCHES SHALL BE COMPACTED WITH A ROLLER COMPACTOR TO A DENSITY
WHICH WILL PROVIDE A SMOOTH, FIRM SURFACE FOR VEHICLES. THE PATCHES
SHALL BE MAINTAINED DAILY THROUGHOUT THE DURATION OF THE PROJECT TO
PREVENT POT HOLING AN RUTS FROM FORMING. ALL POTHOLES, RUTS AND
BUMPS MUST BE REPAIRED IF THE DEFECT EXCEEDS AND INCH IN DEPTH OR
HEIGHT.
4. SUNSET BLVD NE STREET RESTORATION NOTES
FOLLOWING THE INSTALLATION OF THE PERMANENT PATCH, SUNSET BLVD NE
SHALL RECIEVE A 2 -INCH GRIND AND OVERLAY AS SHOWN ON THIS PLAN.
E
WORKING HOURS
ARE LIMITED TO
8:30 AM TO 2:30 PM
FOR SUNSET BLVD NE
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AS -BUILT November 2011
AS -BUILT INFORMA77ON PROVIDED BY RAM SURVEYING & MAPPING LLC
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420 ..................................................................... ...............................
EX. GROUND � ROAD CENTERLNE
TV
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408
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MH #1 Z'
N 187404.74
E 1309573.52
INSTALL NEW 48" MH OVER
EX 8" SANITARY SEWER
RIM= 404.6#
IE8 "N = 394.02
IE8 "W = 394.12
IE.8" E = 39 6.3 - WITH:...... .. .
OUTSIDE DROP IE 8 "= 394.12 (STD. PLAN 402.1)
...:400 ......:...... ..... ....:.. ....:.........:....... :...... .:..... ..:... .:.. ..... ..:........
EX. 8" Concrete_ Sanitary Sewer
EX SSMH 48" GOING 146LFOF8 "PVC(_01L9 o- 1,08%
390 N.187423.47.. ...... :..... .. :.. 0 Connect existing 8 "concrete from east
E 1309425.70 : : into new manhole with outside drop
RIM = 406.64 - -
IE 8" N = 395.58 PLUG 8"N WITH CONCRETE
IE 8" E = 395.58 IE 8"E = 396.58- 395.69:
IE 8" S = 395.79
Sao ..... RE- CHANNEL MH TO FLOW EAST ..... ..... .
EX. 24" Sanitary Sewer - - EX. 22 " Sanitary Sewer:
370 - - -. - -_ .-. -_ . _
EX SSMH 6:0 " GONG.
N 187422.49
E 1309576:76
RIM = 404.6
............... .. .........:... ..:.........:. IE. 24 ". W 36. 8. 92. ..:.........:.........:........
IE 22" E 369.02 � -
IE 8" S = 393.99 WITH A.
H oR4 INSIDE DROP 1E 8" 370.18
S=359007
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RESTORATION DETAIL
AS -BUILT November 2011
AS -BUILT INFORMATION PROVIDED BY RAM SURVEYING & MAPPING LLC
CS
RIM= 397.98
12 °GONG SE= 395.78
TO ?
SDMH
RIM= 398.23
12 "CMP S= 395.53
12 Di N=395.43
5 "GONG NE= 395.53
6 "CONC SE= 395.23
SDMH
RIM = 398.50
12 "DI N= 395.00 -�
12"Dt S= 394.90
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NO APPARENT BASEMENT
-TELEMETRY
CB 5'x5' MIX LAWN CONC ELK STEPS TERRACED AREA WITH
RIM = 398.10 HE CONIC BLK WALLS
6" CONC SW= 396.00 WOOD RAILING
#3318 GARAGE
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BASEMENT
RIM 39819 CONC
UNIPER 6 CONIC NW -395 79 -
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FF EL= 412.96
NO APPARENT BASEMENT
SITE 2
tRs
LAWN WM- CONIC I
LAWN SJUNII
#3311 TOP FLOOR
FF EL= 423.94
HAS BASEMENT
MH
RIM -425 87
CTR CH- 420.27
LAWN ,WM CONIC
CONIC
#3317 TOP FLOOR
FF EL= 427.83
HAS BASEMENT±
........... 430 ............................................................................................................................................................ ...............................
420 ........................................................................................... ...............................
- PD CENSERt-1NE
-410 UNKNOWN 2" PVC CONDUIT DIRECTLY EX. GROUND @ RQ.
ON DAMAGED SEWER MAIN.:
20'. ..
... ... 400 .............. .. .:... ....:................. ......
F. 1309Q14.17
RIM = 425.87
IE 8" W = 420.27
IE 8" E = 420.27
NO.
REVISION
sDIM-YED: scut
Roth Hill, LLC 1985/83/ 1991 rFxnan xAw CITY O F
DP20M ND ,�
DESIGNED: 1 =20 ; ♦ ��
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IF NOT ONE INCH
BY DATE APPR A CORDINGLY \\
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5- 359008
SANITARY SEWER
REPAIRS 2011
NE 11TH PL
Si-
August 201
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FF EL= 412.96
NO APPARENT BASEMENT
SITE 2
tRs
LAWN WM- CONIC I
LAWN SJUNII
#3311 TOP FLOOR
FF EL= 423.94
HAS BASEMENT
MH
RIM -425 87
CTR CH- 420.27
LAWN ,WM CONIC
CONIC
#3317 TOP FLOOR
FF EL= 427.83
HAS BASEMENT±
........... 430 ............................................................................................................................................................ ...............................
420 ........................................................................................... ...............................
- PD CENSERt-1NE
-410 UNKNOWN 2" PVC CONDUIT DIRECTLY EX. GROUND @ RQ.
ON DAMAGED SEWER MAIN.:
20'. ..
... ... 400 .............. .. .:... ....:................. ......
F. 1309Q14.17
RIM = 425.87
IE 8" W = 420.27
IE 8" E = 420.27
NO.
REVISION
sDIM-YED: scut
Roth Hill, LLC 1985/83/ 1991 rFxnan xAw CITY O F
DP20M ND ,�
DESIGNED: 1 =20 ; ♦ ��
D" L RENTON
DRAWN: —
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exceNEDpMC Planning /Building /Public Works Dept.
IF NOT ONE INCH
BY DATE APPR A CORDINGLY \\
LH —
5- 359008
SANITARY SEWER
REPAIRS 2011
NE 11TH PL
Si-
August 201
HE1D900tt:
PAGE:
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REPLACE EX. BR O EN CONCRETE WYE
WITH DUCTILE IRO TEE PER DETAIL
I cur T ON SHEET 4 (APP OX. DEPTH OF TEE
,
,0 LAWN IS 6 FT) #3706 MAIN F
o, ! EL413.52
NO BASEME
11 SDMH
RIM = 414.17
12 "CONC SE= 406.67
16 "OMONKEYTAIL 14 "OMONKEYTAIL 12 °GONG NW= 406.77
)--'
6 "CONC E 409.07
ST CONC WALL 51 � -
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SITE 5
AS -BUILT November 2011
AS -BUILT INFORMATION PROVIDED BY RAM SURVEYING & MAPPING LLC
Q DENOTES IMPROVEMENT CONSTRUCTED AS DESIGNED
RE
PLAC EX. BROKEN CONCRETE WYE
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E -NE =399 37 l \ "' f... /6 CONC N= 400.19
RIM = 401.86
C B "CONC E -NE= 397.26
6 "CONC S= 399.56
j 6'CONC S -SE= 399.96
6 "CONC S -SE= 397.16
- -- - -- 8'CONC W -SW= 396.86
3TP - 6'PVC SW= 398.66
SITE 6
OR4WN:
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NO. REVISION BY DATE APPR ^°PP -LH
DUCTILE IRON SPOOL
(LENGTH AS NEEDED)
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EX. 6 "CONCRETE
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ROMAC COUPLING
i -
(TYPE AS NEEDED)
EX. 8 CONCRETE DUCTILE IRON TEE
SEWER MAIN (TYP) 8X8X6
TYPICAL SEWER TEE REPLACEMENT DETAIL
1. BEDDING SHALL BE A MINIMUM 6" DEPTH.
2. BEDDING MATERIAL SHALL BE PER STANDARD
SPECIFICATION 9- 03.12(4).
3. PEA GRAVEL SHALL NOT BE ALLOWED FOR
BEDDING MATERIAL.
SITE 7
SGtE:
HIII, LLC VEF,MAL: NPYO 1998
1"=20' HOF20NIpL N1D 198]If B91 :; CITY OF
RENTON
ONE INCH IJ,- \�'�IV
Planning /Building /Public Works Dept.
IF NDi ONE INCH
SCN£ RLLORDINGIY
t6
- -_-
#4000
16.01
FF EL415.29t
EMENT
#680 MAIN FLOOR
NO BASEMENT
RIM = 402.44
fjlc�SSMH
LAWN
x
EL 406.28
SDMH
INV DROPS
395.44
-
NO BASEMENT
RIM = 401.17
'' R CH =38
.94
sg - -
6 "GONG
I IM = 401.49
- -
_.____ _. , -.. -_ _ GR
E -NE =399 37 l \ "' f... /6 CONC N= 400.19
RIM = 401.86
C B "CONC E -NE= 397.26
6 "CONC S= 399.56
j 6'CONC S -SE= 399.96
6 "CONC S -SE= 397.16
- -- - -- 8'CONC W -SW= 396.86
3TP - 6'PVC SW= 398.66
SITE 6
OR4WN:
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NO. REVISION BY DATE APPR ^°PP -LH
DUCTILE IRON SPOOL
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ROMAC COUPLING
i -
(TYPE AS NEEDED)
EX. 8 CONCRETE DUCTILE IRON TEE
SEWER MAIN (TYP) 8X8X6
TYPICAL SEWER TEE REPLACEMENT DETAIL
1. BEDDING SHALL BE A MINIMUM 6" DEPTH.
2. BEDDING MATERIAL SHALL BE PER STANDARD
SPECIFICATION 9- 03.12(4).
3. PEA GRAVEL SHALL NOT BE ALLOWED FOR
BEDDING MATERIAL.
SITE 7
SGtE:
HIII, LLC VEF,MAL: NPYO 1998
1"=20' HOF20NIpL N1D 198]If B91 :; CITY OF
RENTON
ONE INCH IJ,- \�'�IV
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IF NDi ONE INCH
SCN£ RLLORDINGIY
t6
- -_-
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EMENT
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#4001
FF EL415.73
#4005 GARAGE
FF EL415.67
NO BASEMENT
NO BASEMENT
REPLACE EX. BROKEN
CONCRETE WYES
WITH DUCTILE IRON
TEES PER DETAIL ON
SHEET4.
S=31591.0109-1-1
SANITARY SEWER August 201
{iE1D900N:
REPAIRS 2011 D�
DM411NG NO
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#3924 MAIN FLOOR
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NO BASEMENT
MH #2
GONG SL BRICK !GRAVEL` „�_ p
2'H CONC ASPH C: