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SE 128TH ST (KING COUNTY)
NE 4TH ST (RENTON)
(PRINCIPAL ARTERICI 1
A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WA
0
wmlcu: ruw 1
IlNV40Nf4L WD 19N 1991
DATUM
SCALE: 1" = 40'
40 20 0 40 80
SANITARY SEWER NOTES AND SPECIFICATIONS
1. ALL 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.
3. ALL 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 BACKFILLING ALL 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 PLANS.
B. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER
CONSTRUCTION IS IN PROGRESS.
9. 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 PROFESSIONAL SURVEYOR.
10, BACKFILL 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 BACKFILLED 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 BACKFILL 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 AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH
PAVING.
& CITY OF
RENTON
CHECKED.FOR COMPLIANCE TO CITY STANDARDS
S=377501
WHITMAN COURT M1G 12/O1/2D1
Planning /Building /Public Works Dept.
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wmlcu: ruw 1
IlNV40Nf4L WD 19N 1991
DATUM
SCALE: 1" = 40'
40 20 0 40 80
SANITARY SEWER NOTES AND SPECIFICATIONS
1. ALL 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.
3. ALL 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 BACKFILLING ALL 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 PLANS.
B. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER
CONSTRUCTION IS IN PROGRESS.
9. 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 PROFESSIONAL SURVEYOR.
10, BACKFILL 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 BACKFILLED 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 BACKFILL 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 AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH
PAVING.
& CITY OF
RENTON
CHECKED.FOR COMPLIANCE TO CITY STANDARDS
S=377501
WHITMAN COURT M1G 12/O1/2D1
Planning /Building /Public Works Dept.
m
SANITARY SEWER KEY MAP qyW� p
PERMIT #U1400382O K�
A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WA
SEE SHEET RD -01
MATCH LINE STA. 15 +00.00
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NOTES:
1. EXISTING UTILITIES ARE SURFACE LOCATED ONLY. CONTRACTOR TO VERIFY
LOCATION AND ELEVATION PRIOR TO CONSTRUCTION.
2. FOR TRENCH SECTION SEE SHEET SS -05.
3. FOR SIDE SEWER CONNECTIONS, SEE SIDE SEWER CONNECTION DETAIL
ON SHEET SS -05. SEWER STUBS TO THE PROPERTY LINE SHALL BE
6 -INCH ® 2% SLOPE FROM MAIN TO RIGHT -OF -WAY THEN UP TO
SEWER STUB ELEVATION UNLESS OTHERWISE NOTED.
4. MANHOLES LOCATED IN DRIVEWAY APPROACHES SHALL BE SET TO FINISH
GRADE. MANHOLES LOCATED IN UNIMPROVED AREAS ARE TO BE SET A
MINIMUM OF 6' AND A MAXIMUM OF 12" ABOVE FINISH GRADE, OR MUST
HAVE 2' DIA. CONCRETE RING POURED AT GRADE. WHERE MANHOLES
ARE LOCATED IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS
TO MATCH PAVING.
5. S.S. STUB I.E. IS PLACED 5.5' BELOW FINISHED GROUND.
CHECKED FOR COMPLIANCE TO CITY ST_-
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AL CITY OF WHITMAN COURT 12/01/101
RENTON SANITARY SEWER PLAN AND PROFILE
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�i. �- 389,72 35
PAD - 394.80 AND ELEVATION PRIOR TO CONSTRUCTION.
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N * �/ 34 3. FOR SIDE SEWER CONNECTIONS, SEE SIDE SEWER CONNECTION DETAIL ON SHEET
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_ IV
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W Q - LE -38&62 33� i _ _ 4. MANHOLES LOCATED IN DRNEWAY APPROACHES SHALL BE SET TO FINISH GRADE.
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W _ A MAXIMUM OF 12' ABOVE FINISH GRADE, OR MUST HAVE 2' DIA. CONCRETE RING
_ `" POURED AT GRADE. WHERE MANHOLES ARE LOCATED IN PAVED AREAS, COVER
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IE IN= 386.59;
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8.0 IN
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IE IN- 386.66 6 E
IE 0 -1113$6.49 8 "0 SW
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I
= STA. 5 +79.36, ROAD A
STA 13 +76.32, WHITMAN CT NE
CONTRACTOR TO VERIFY SIZE,
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STA. 52 +63.97,
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387.50
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( )
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I
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4.5
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7
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A 13 +76.32, WHITMAN CT NE
7
.. PAD = 386.40
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ROAD A
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1 ELEV: 388.35
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NW
73
IN=3,7 .74 0
IE IN 379.74 8 "0 N'
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IE
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I
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i
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I I
50 +00
51 +00
52 +00
NOTES:
n _P 4
SCALE: 1 =20' HORIZ.
1 " =5' VERT.
20 10 0 20 40
1. EXISTING UTILITIES ARE SURFACE LOCATED ONLY. CONTRACTOR TO
VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION.
2. FOR TRENCH SECTION SEE SHEET SS -05.
3. FOR SIDE SEWER CONNECTIONS, SEE SIDE SEWER CONNECTION
DETAIL ON SHEET SS -05. SEWER STUBS TO THE PROPERTY LINE
SHALL BE 6 -INCH O 2% SLOPE FROM MAIN TO RIGHT -OF -WAY
THEN UP TO SEWER STUB ELEVATION UNLESS OTHERWISE NOTED.
4. MANHOLES LOCATED IN DRNEWAY APPROACHES SHALL BE SET TO
FINISH GRADE. MANHOLES LOCATED IN UNIMPROVED AREAS ARE
TO BE SET A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE
FINISH GRADE, OR MUST HAVE 2' DIA. CONCRETE RING POURED
AT GRADE WHERE MANHOLES ARE LOCATED IN PAVED AREAS,
COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
5. S.S. STUB I.E. IS PLACED 5.5' BELOW FINISHED GROUND.
621
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CHECKED FOR COMPLIANCE TO CITY STANDARDS.�.
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ESM 1 1 aECUo- DATUM
SS-03
RLL Planning /Building /Public Works Dept. PERMIT #U14003820
REVISION BY DATE APPR "C°0fl°HOLT* _g
CONSULTING ENGINEERS LLC
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ESM JOB #1799 -001 -013
51 +00
52 +00
NOTES:
n _P 4
SCALE: 1 =20' HORIZ.
1 " =5' VERT.
20 10 0 20 40
1. EXISTING UTILITIES ARE SURFACE LOCATED ONLY. CONTRACTOR TO
VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION.
2. FOR TRENCH SECTION SEE SHEET SS -05.
3. FOR SIDE SEWER CONNECTIONS, SEE SIDE SEWER CONNECTION
DETAIL ON SHEET SS -05. SEWER STUBS TO THE PROPERTY LINE
SHALL BE 6 -INCH O 2% SLOPE FROM MAIN TO RIGHT -OF -WAY
THEN UP TO SEWER STUB ELEVATION UNLESS OTHERWISE NOTED.
4. MANHOLES LOCATED IN DRNEWAY APPROACHES SHALL BE SET TO
FINISH GRADE. MANHOLES LOCATED IN UNIMPROVED AREAS ARE
TO BE SET A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE
FINISH GRADE, OR MUST HAVE 2' DIA. CONCRETE RING POURED
AT GRADE WHERE MANHOLES ARE LOCATED IN PAVED AREAS,
COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
5. S.S. STUB I.E. IS PLACED 5.5' BELOW FINISHED GROUND.
621
395
390
(�1
k:d
375
370
53 +00 53 +20 SM377504
CHECKED FOR COMPLIANCE TO CITY STANDARDS.�.
mm
ESM ESM 11 scvr= 1m'20' xomxart�lu�.w is�asi CITY OF WHITMAN COURT 12/01/201!
611 1 �a x
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ESM 1 1 aECUo- DATUM
SS-03
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Q
O
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TR G
1
PAD =38750 _
o PAD= 387.50
3
SEE SHEEP SS -03 PAD- 387,50
H. /6, TYPED
+79.05, 0.22' RT.G
TRACT F [�FTSS -Oo l
4>
18
17
PAD= PAD=
I I
-�' 3
37 LF, 8
8"0 PVC SS '-
386.40 386.40
386.40
387.
1+00.00, TRACT B
I E- 384.021
ROAD IMPROVEMENTS
- -_„
�.F I.E. - 382.90
;.F - 381.90 6
60 LF, 8"
16 1
15 i
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13
PAD= P
PAD= P
PAD=
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18
17
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386.40 386.40
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ROAD IMPROVEMENTS
- -_„
TRACT B
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al <i �'
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STA. 1 +DO.010, TRACT B
_ELEV. 387 - - -- - -- -.._ _ - - - - - --
I I I
STA. 2 +0286, TRACT B
BACK OF WALK
PF OPOSED GRA DE ®rE - _ -_ - -- ELEV- 388.156 _
EXISTING (GRADE ®�
1.00% /
�I
L. ,. ,'
s I_.._ . ___. __ it
I I
I _
PROPOSED �'.D. I 1 I i
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46 LF, 8�0 PVC SS
0 S= 0.509,
37 LF, 8 "0 PVC SS
SSM 16 TYPE T 48 0 ®S =0.99%
IE IN =381.03 6 "0 W I
- - -- -RIM= 388.33
IE O�TTj 380.86 8 "0 S
I SMH 6 TYPE 1 -48 "0
I _
I IN- 380.63 6 "0 N
I IN- 380.80 0 S
li OUT = 380.5 8 "0 SE
I
I I 1I ' LF, 8 "0 PVC
1911.17
TVAPC
6 "0 SIDE SEWER
0 S =2.0% MIN. (TYP.)
\ III\\
S.M.H. j3
EE SHEET SS -03�
27 LF, 8"
S.M.
SE F
'I'
II 1
I.E- 380.90 J
10 9 / 8 7 66 5
>ati PAD= PAD= PAD= PAD= PAD= PAD=
_ 385.40 3885.40 386.40 386.40 ��386.40 386.40
- - _ - 4 +90
\1
-362 - -
STA. 3 +00.00, TRACT D
\ \ END ROAD IMPROVEMENTS J\
TRACT D
MR
400 400
395 395
390 390
385 385
380 380
375 375
370 370
,,, - - - --I - - - -_
1
TN1I
q-
INT'x.
STA. 13
�
_ = STA.
8 "0 PVC SS I�I
Lu
ry
* + z 111
I z jl
= Imo, f
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51TA. 4 +34:
STA. 141
u :I
SEE SHEET SS -01
m
I- - -�
I
1 �
1 - I
KEY MAP
SCALE: 1 " =20 HORQ.
1 " -5' VERT.
20 10 0 20 40
NOTES:
1. EXISTING UTILITIES ARE SURFACE LOCATED ONLY.
CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR
TO CONSTRUCTION.
2. FOR TRENCH SECTION SEE SHEET SS -05.
3. FOR SIDE SEWER CONNECTIONS, SEE SIDE SEWER
CONNECTION DETAIL ON SHEET SS -05. SEWER SLABS TO
THE PROPERTY LINE SHALL BE 1 0 2% SLOPE FROM
MAIN TO RIGHT -OF -WAY THEN UP TO SEWER STUB
ELEVATION UNLESS OTHERWISE NOTED.
'T D
WHITMAN CT NE 4. MANHOLES LOCATED IN DRIVEWAY APPROACHES SHALL BE
SET TO FINISH GRADE. MANHOLES LOCATED IN
UNIMPROVED AREAS ARE TO BE SEF A MINIMUM OF 6"
AND A MAXIMUM OF 12" ABOVE FINISH GRADE, OR MUST
HAVE 2' DA. CONCRETE RING POURED AT GRADE. WHERE
MANHOLES ARE LOCATED IN PAVED AREAS, COVER MUST
SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
5. S.S. STUB I.E. IS PLACED 5.5' BELOW FINISHED GROUND.
gfn ro� m,� �1�
MM MM MM OMO,M
I
I I
I
PROPOSE GRADE ®�
- -.. EXISTING GRADE ' ®�
i
/
t/60 LF. 8 ",0 PVC SS
r
SSCO j 1
RIM=3E 1.40
AE OUT= 380.85 8 "0 E
MH #1 TYPE 1 "0
RIM= 388.22
IE IN= 379.48 8'0 N
IE IN= 379.48 8"o W::
IE OUT!- 379.38 8 "0 E
I
I li
I I I
I I
14
395
390
0
KiN
375
370
1+00 2 +00 2 +60 5 +00 6 +00 CHECKED FOR COMPLIANCE TO CITY STAN ARDS
TRACT B TRACT H 7 df/�/��,��,/
a:.......
S- 311505
®33000 Btlt Avon'aSpinNG NEERS LLC ��t',��/A,!•• D T DTK L�M 111 aaa 19W
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F -1e,el Way, WA Geoa3 2 THFD SU�aRAL ESM 10/29/1
www.esmcivil.com "" A°-- R E N TO N F
3 rw\LSUBMmAL FSN 11 1 GIR SANITARY SEWER PLAN AND PROFILE o «P
ra.11 Endn•.nm one w,..,m, wm mn "uw mitt
PuElk Wor4s I Pnlec! Nmgm"nt I La,q"cope NcNtacWn ' ` 4 MIM S1fiaITAL. ESM 12/01/14 WEtlIEP. AT N -� SS -04
c /S�µ. _ Planning /Building /Public Works Dept. PERMIT #014003820 SS
fOMAL f N0. REVISION BY DATE APPR A "` AL0P0 y
ESM JOB #1799- 001 -013 �/N � 33
cD.• s- 377sQ�
-
I I 1I ' LF, 8 "0 PVC
1911.17
TVAPC
6 "0 SIDE SEWER
0 S =2.0% MIN. (TYP.)
\ III\\
S.M.H. j3
EE SHEET SS -03�
27 LF, 8"
S.M.
SE F
'I'
II 1
I.E- 380.90 J
10 9 / 8 7 66 5
>ati PAD= PAD= PAD= PAD= PAD= PAD=
_ 385.40 3885.40 386.40 386.40 ��386.40 386.40
- - _ - 4 +90
\1
-362 - -
STA. 3 +00.00, TRACT D
\ \ END ROAD IMPROVEMENTS J\
TRACT D
MR
400 400
395 395
390 390
385 385
380 380
375 375
370 370
,,, - - - --I - - - -_
1
TN1I
q-
INT'x.
STA. 13
�
_ = STA.
8 "0 PVC SS I�I
Lu
ry
* + z 111
I z jl
= Imo, f
II II � 1
I � INr'x C
51TA. 4 +34:
STA. 141
u :I
SEE SHEET SS -01
m
I- - -�
I
1 �
1 - I
KEY MAP
SCALE: 1 " =20 HORQ.
1 " -5' VERT.
20 10 0 20 40
NOTES:
1. EXISTING UTILITIES ARE SURFACE LOCATED ONLY.
CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR
TO CONSTRUCTION.
2. FOR TRENCH SECTION SEE SHEET SS -05.
3. FOR SIDE SEWER CONNECTIONS, SEE SIDE SEWER
CONNECTION DETAIL ON SHEET SS -05. SEWER SLABS TO
THE PROPERTY LINE SHALL BE 1 0 2% SLOPE FROM
MAIN TO RIGHT -OF -WAY THEN UP TO SEWER STUB
ELEVATION UNLESS OTHERWISE NOTED.
'T D
WHITMAN CT NE 4. MANHOLES LOCATED IN DRIVEWAY APPROACHES SHALL BE
SET TO FINISH GRADE. MANHOLES LOCATED IN
UNIMPROVED AREAS ARE TO BE SEF A MINIMUM OF 6"
AND A MAXIMUM OF 12" ABOVE FINISH GRADE, OR MUST
HAVE 2' DA. CONCRETE RING POURED AT GRADE. WHERE
MANHOLES ARE LOCATED IN PAVED AREAS, COVER MUST
SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
5. S.S. STUB I.E. IS PLACED 5.5' BELOW FINISHED GROUND.
gfn ro� m,� �1�
MM MM MM OMO,M
I
I I
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PROPOSE GRADE ®�
- -.. EXISTING GRADE ' ®�
i
/
t/60 LF. 8 ",0 PVC SS
r
SSCO j 1
RIM=3E 1.40
AE OUT= 380.85 8 "0 E
MH #1 TYPE 1 "0
RIM= 388.22
IE IN= 379.48 8'0 N
IE IN= 379.48 8"o W::
IE OUT!- 379.38 8 "0 E
I
I li
I I I
I I
14
395
390
0
KiN
375
370
1+00 2 +00 2 +60 5 +00 6 +00 CHECKED FOR COMPLIANCE TO CITY STAN ARDS
TRACT B TRACT H 7 df/�/��,��,/
a:.......
S- 311505
®33000 Btlt Avon'aSpinNG NEERS LLC ��t',��/A,!•• D T DTK L�M 111 aaa 19W
Gana 3U5 I ®I ®I�l Y.' ~° %! 1 SEL'OND SUNFrrAL ESM 1 10 -20" 0A60 O1B /,w. �� CITY 0E WHITMAN COURT 12/01/201
F -1e,el Way, WA Geoa3 2 THFD SU�aRAL ESM 10/29/1
www.esmcivil.com "" A°-- R E N TO N F
3 rw\LSUBMmAL FSN 11 1 GIR SANITARY SEWER PLAN AND PROFILE o «P
ra.11 Endn•.nm one w,..,m, wm mn "uw mitt
PuElk Wor4s I Pnlec! Nmgm"nt I La,q"cope NcNtacWn ' ` 4 MIM S1fiaITAL. ESM 12/01/14 WEtlIEP. AT N -� SS -04
c /S�µ. _ Planning /Building /Public Works Dept. PERMIT #014003820 SS
fOMAL f N0. REVISION BY DATE APPR A "` AL0P0 y
ESM JOB #1799- 001 -013 �/N � 33
cD.• s- 377sQ�
-
- - _ - 4 +90
\1
-362 - -
STA. 3 +00.00, TRACT D
\ \ END ROAD IMPROVEMENTS J\
TRACT D
MR
400 400
395 395
390 390
385 385
380 380
375 375
370 370
,,, - - - --I - - - -_
1
TN1I
q-
INT'x.
STA. 13
�
_ = STA.
8 "0 PVC SS I�I
Lu
ry
* + z 111
I z jl
= Imo, f
II II � 1
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51TA. 4 +34:
STA. 141
u :I
SEE SHEET SS -01
m
I- - -�
I
1 �
1 - I
KEY MAP
SCALE: 1 " =20 HORQ.
1 " -5' VERT.
20 10 0 20 40
NOTES:
1. EXISTING UTILITIES ARE SURFACE LOCATED ONLY.
CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR
TO CONSTRUCTION.
2. FOR TRENCH SECTION SEE SHEET SS -05.
3. FOR SIDE SEWER CONNECTIONS, SEE SIDE SEWER
CONNECTION DETAIL ON SHEET SS -05. SEWER SLABS TO
THE PROPERTY LINE SHALL BE 1 0 2% SLOPE FROM
MAIN TO RIGHT -OF -WAY THEN UP TO SEWER STUB
ELEVATION UNLESS OTHERWISE NOTED.
'T D
WHITMAN CT NE 4. MANHOLES LOCATED IN DRIVEWAY APPROACHES SHALL BE
SET TO FINISH GRADE. MANHOLES LOCATED IN
UNIMPROVED AREAS ARE TO BE SEF A MINIMUM OF 6"
AND A MAXIMUM OF 12" ABOVE FINISH GRADE, OR MUST
HAVE 2' DA. CONCRETE RING POURED AT GRADE. WHERE
MANHOLES ARE LOCATED IN PAVED AREAS, COVER MUST
SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
5. S.S. STUB I.E. IS PLACED 5.5' BELOW FINISHED GROUND.
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CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR
TO CONSTRUCTION.
2. FOR TRENCH SECTION SEE SHEET SS -05.
3. FOR SIDE SEWER CONNECTIONS, SEE SIDE SEWER
CONNECTION DETAIL ON SHEET SS -05. SEWER SLABS TO
THE PROPERTY LINE SHALL BE 1 0 2% SLOPE FROM
MAIN TO RIGHT -OF -WAY THEN UP TO SEWER STUB
ELEVATION UNLESS OTHERWISE NOTED.
'T D
WHITMAN CT NE 4. MANHOLES LOCATED IN DRIVEWAY APPROACHES SHALL BE
SET TO FINISH GRADE. MANHOLES LOCATED IN
UNIMPROVED AREAS ARE TO BE SEF A MINIMUM OF 6"
AND A MAXIMUM OF 12" ABOVE FINISH GRADE, OR MUST
HAVE 2' DA. CONCRETE RING POURED AT GRADE. WHERE
MANHOLES ARE LOCATED IN PAVED AREAS, COVER MUST
SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
5. S.S. STUB I.E. IS PLACED 5.5' BELOW FINISHED GROUND.
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fOMAL f N0. REVISION BY DATE APPR A "` AL0P0 y
ESM JOB #1799- 001 -013 �/N � 33
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SCALE: 1 " =20 HORQ.
1 " -5' VERT.
20 10 0 20 40
NOTES:
1. EXISTING UTILITIES ARE SURFACE LOCATED ONLY.
CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR
TO CONSTRUCTION.
2. FOR TRENCH SECTION SEE SHEET SS -05.
3. FOR SIDE SEWER CONNECTIONS, SEE SIDE SEWER
CONNECTION DETAIL ON SHEET SS -05. SEWER SLABS TO
THE PROPERTY LINE SHALL BE 1 0 2% SLOPE FROM
MAIN TO RIGHT -OF -WAY THEN UP TO SEWER STUB
ELEVATION UNLESS OTHERWISE NOTED.
'T D
WHITMAN CT NE 4. MANHOLES LOCATED IN DRIVEWAY APPROACHES SHALL BE
SET TO FINISH GRADE. MANHOLES LOCATED IN
UNIMPROVED AREAS ARE TO BE SEF A MINIMUM OF 6"
AND A MAXIMUM OF 12" ABOVE FINISH GRADE, OR MUST
HAVE 2' DA. CONCRETE RING POURED AT GRADE. WHERE
MANHOLES ARE LOCATED IN PAVED AREAS, COVER MUST
SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
5. S.S. STUB I.E. IS PLACED 5.5' BELOW FINISHED GROUND.
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RIM=3E 1.40
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c /S�µ. _ Planning /Building /Public Works Dept. PERMIT #014003820 SS
fOMAL f N0. REVISION BY DATE APPR A "` AL0P0 y
ESM JOB #1799- 001 -013 �/N � 33
cD.• s- 377sQ�
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c /S�µ. _ Planning /Building /Public Works Dept. PERMIT #014003820 SS
fOMAL f N0. REVISION BY DATE APPR A "` AL0P0 y
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A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WA
MANHOLE FRAME AND COVER
SEE SID. PLAN 401
ADJUSTMENT RINGS (2" MIN.)
SEE NOTE 6
MORTAR JOINT(S) (3 /8" MIN.)
SEE NOTE 5
CONE (ECCENTRIC)
RUBBER GASKETED JOINTS IN
ACCORDANCE WITH ASTM C -443
STEPS - POLYPROPYLENE STEPS
SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL
UDDER- POLYPROPYLENE
SHALL BE ATTACHED TO MANHOLE
MAX. PIPE SIZE - 1'
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
NOTFC.
1. STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
3. CASTING SHALL BE PER STD. PUN 401.
4. YANHOU SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
S. ALL JOINTS BETWEEN THE CONE. RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED.
6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPUSHED NTH A COMBINATION OF
ADJUSTMENT RINGS. BRICKS AND MORTAR ONLY, BRICKS SHALL BE STAGGERED TO CREATE A RUNNING
BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED.
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
COATED (SEALED) MTH A HIGH SOIJDS URETHANE COATING; WASSER MC- AROSHIELD OR
APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE.
B. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WTH ASTM C -443.
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE.
10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR
APPROVED EQUAL.
11. IN UNIMPROWO AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12"
MOW FINISHED GRADE OR MUST HAVE A MINIMUM 2 DIAMETER CONCRETE RINGS POURED AT GRACE.
IN PAWD AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAMNC.
PUBLIC ROBES STD. PLAN 400.1
DEPARTMENT, STANDARD SANITARY MANHOLE
SEPTEMBER 2011
W (SEE NOTE 7)
BEDDING MATERIAL FOR
SANITARY SEWER PIPE
(SEE NOTE 5) ---\
FOUNDATION LEVEL
LIMITS OF PIPE ZONE
i� /v
OF PIPE
BEDDING FOR SANITARY SEWER PIPE
NOTES:
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY
OVER PIPE. HAND TAMP ONLY.
4. PIPE INSTALLATION SHALL BE PER SECTION 7 -08 OF THE
STANDARD SPECIFICATIONS.
5. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS'
AS SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD
SPECIFICATIONS OR PEA GRAVEL.
6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW
LINE IS MAINTAINED.
7. TRENCH WIDTH SHALL BE PER SECTION 2 -09.4 OF THE
STANDARD SPECIFICATIONS.
D
.4. .
PUBLIC WORKS PIPE BEDDING BID. PLAIT - 405
DEPARTMENT FOR SANITARY SEWERS OCTOBER 2012
p DIA
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SEWER o n,
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PLAN VIEW
25' DIP.
[635nn1 1'
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COVER BOTTOM VIEW
<3F ) NET SOC. (ALLEN SS
5 /SAL % 1.5 .5 D)
RUBBER MASHER
wt
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Ls94nn1 GASKET GROOVE DETAIL
27 5/16' DIA
L694nn1
34 WE' DIA
L867nn1 NOTES:
FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST
JORDAN IRON WORKS INC. No 3717C1 OR EQUAL
2. USE FRAME AND COVER FOR STORM (SPECIFY
"DRAIN" ON COVER), SANITARY (SPECIFY
"SEWER "), OR WATER (SPECIFY "WATER ").
PUBLIC WORKS PLA17 —401
4�a DEPARTMENT MANHOLE FRAME AND COVER
DECBMBER 2008
G R/W
SURFACE CLEANOUT MTR
CAST IRON RING AND CO KR I
(EAST JORDAN IRON WORKS
2975 OR APPROVED EQUAL SPECIFY
SEN£IY ON ED SI) . POUR 403.1
FOR INSTALUT R
-T- T
J
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((((((EXISTING 6' SEWER STUB
�(REYOVE i0 R/'M)
EXISTING SANITARY SEWER MAIN
(REMOVE) - - -_ -- -__ - --
-_N`____ _____ _ _____ _ _ _ _ ___
__
6 "x 4" REDUCER -
BEND AS REQUIRED EXISTING 4' SIDE
`\ (NOT TO EXCEED 45)
`PRCPOSID 6"
SEWER SNB
ER MAN SM % 6" ME
SEWER MAIN
PUBLIC WORKS (TYPICAL SIDE SEWER
DEPARTMENT FOR SEWER MAIN RE
'A'
11
1 'B'
I 'C'
I 'D'
1 'E'
48" MH
48
1 6" MIN.
1 5 "MIN
1 24" MIN.
1 21" I.D.
54" MH
54"
8" MIN.
5.5" MIN.
24" MIN.
24" I.D.
60" MH
60"
8" MIN.
6" MIN.
42" MIN.
30" I.D.
NOTFC.
1. STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
3. CASTING SHALL BE PER STD. PUN 401.
4. YANHOU SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
S. ALL JOINTS BETWEEN THE CONE. RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED.
6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPUSHED NTH A COMBINATION OF
ADJUSTMENT RINGS. BRICKS AND MORTAR ONLY, BRICKS SHALL BE STAGGERED TO CREATE A RUNNING
BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED.
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
COATED (SEALED) MTH A HIGH SOIJDS URETHANE COATING; WASSER MC- AROSHIELD OR
APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE.
B. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WTH ASTM C -443.
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE.
10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR
APPROVED EQUAL.
11. IN UNIMPROWO AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12"
MOW FINISHED GRADE OR MUST HAVE A MINIMUM 2 DIAMETER CONCRETE RINGS POURED AT GRACE.
IN PAWD AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAMNC.
PUBLIC ROBES STD. PLAN 400.1
DEPARTMENT, STANDARD SANITARY MANHOLE
SEPTEMBER 2011
W (SEE NOTE 7)
BEDDING MATERIAL FOR
SANITARY SEWER PIPE
(SEE NOTE 5) ---\
FOUNDATION LEVEL
LIMITS OF PIPE ZONE
i� /v
OF PIPE
BEDDING FOR SANITARY SEWER PIPE
NOTES:
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY
OVER PIPE. HAND TAMP ONLY.
4. PIPE INSTALLATION SHALL BE PER SECTION 7 -08 OF THE
STANDARD SPECIFICATIONS.
5. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS'
AS SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD
SPECIFICATIONS OR PEA GRAVEL.
6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW
LINE IS MAINTAINED.
7. TRENCH WIDTH SHALL BE PER SECTION 2 -09.4 OF THE
STANDARD SPECIFICATIONS.
D
.4. .
PUBLIC WORKS PIPE BEDDING BID. PLAIT - 405
DEPARTMENT FOR SANITARY SEWERS OCTOBER 2012
p DIA
d
1
RE
SEWER o n,
COVER & FRAME
PLAN VIEW
25' DIP.
[635nn1 1'
u9nn1
8 3/4' L 2 1/2'
1�1- [222nn1 [64nn]
TTP
COVER SECTION VIEW
COVER BOTTOM VIEW
<3F ) NET SOC. (ALLEN SS
5 /SAL % 1.5 .5 D)
RUBBER MASHER
wt
EON BOLTING DETAIL
E64Lnn] II [2)nn] [] r [2lru•6]
V4• (6iW BG I J.
IE[ ®REIE 6ASKEi
6' LZ
❑52nn1 [3ru•]
23 3/8' DIA CL OPEN LR3ia.1
Ls94nn1 GASKET GROOVE DETAIL
27 5/16' DIA
L694nn1
34 WE' DIA
L867nn1 NOTES:
FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST
JORDAN IRON WORKS INC. No 3717C1 OR EQUAL
2. USE FRAME AND COVER FOR STORM (SPECIFY
"DRAIN" ON COVER), SANITARY (SPECIFY
"SEWER "), OR WATER (SPECIFY "WATER ").
PUBLIC WORKS PLA17 —401
4�a DEPARTMENT MANHOLE FRAME AND COVER
DECBMBER 2008
G R/W
SURFACE CLEANOUT MTR
CAST IRON RING AND CO KR I
(EAST JORDAN IRON WORKS
2975 OR APPROVED EQUAL SPECIFY
SEN£IY ON ED SI) . POUR 403.1
FOR INSTALUT R
-T- T
J
T L _J
((((((EXISTING 6' SEWER STUB
�(REYOVE i0 R/'M)
EXISTING SANITARY SEWER MAIN
(REMOVE) - - -_ -- -__ - --
-_N`____ _____ _ _____ _ _ _ _ ___
__
6 "x 4" REDUCER -
BEND AS REQUIRED EXISTING 4' SIDE
`\ (NOT TO EXCEED 45)
`PRCPOSID 6"
SEWER SNB
ER MAN SM % 6" ME
SEWER MAIN
PUBLIC WORKS (TYPICAL SIDE SEWER
DEPARTMENT FOR SEWER MAIN RE
TaT/Rmil
PLUG
SM PLAN - 407
SEPTEMBER 2011
"=WIT- wwffSj77
RECESSED
LIFT POCKET
%' - 11 N.C. SOCKET HD 2" A.C.
SCREW 1 R' LONG
a �\ (BRONZE OR S.S.) 1
i < $" x Y RAISED PADS •;C `
6" CON \
CLASS 3000 `SAND OR
EXPANDABLE
FOAM
14' WATER TIGHT
PLUG
)6" 45' G /8J BEND
2"
2- AGE
F14'
1 Y t<P
12 4' ti0
�tiE
J1
O
CAST IRON RING AND COVER �P2 PIPE MATERIAL AS SPECIFIED
G" BY THE ENGINEER
45'(1/8) BEND
NOTES
1. S' AND 6' CLEANOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC.
No. W98 OR EQUAL. CLEAN CUT SHALL BE A WATER DGHT ASSEMBLY.
2. IN UNIMPROVED AREAS, POUR A V -0" THICK, 2' -0' SQUARE
CONCRETE, CUSS 3000, PAD AROUND THE RING AND COVER.
� PUBLC WORKS 8 OR S INCH CLEAN -OUT SM' PLAN - 4031
43'4 DEPARTMENT FOR SANITARY SEWER MAINS
\- SEPTEMBER 2013
- 311506
CHECKED FOR COMPLIANCE TO CITY STANDARDS
aE are
WHITMAN COURT 12/01/2014
CITY OF
RENTON SANITARY DETAILS & NOTES
°° "E'°°�� DATUM SS -U5
ATE Planning /Building /Public works Dept. PERMIT #U14003820 J
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CONSULTING ENGINEERS LLC
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® 33400 Sth Avenue Sou
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TWoral Way. WA 98003
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ESM JOB #1799- 001 -013
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SM PLAN - 407
SEPTEMBER 2011
"=WIT- wwffSj77
RECESSED
LIFT POCKET
%' - 11 N.C. SOCKET HD 2" A.C.
SCREW 1 R' LONG
a �\ (BRONZE OR S.S.) 1
i < $" x Y RAISED PADS •;C `
6" CON \
CLASS 3000 `SAND OR
EXPANDABLE
FOAM
14' WATER TIGHT
PLUG
)6" 45' G /8J BEND
2"
2- AGE
F14'
1 Y t<P
12 4' ti0
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CAST IRON RING AND COVER �P2 PIPE MATERIAL AS SPECIFIED
G" BY THE ENGINEER
45'(1/8) BEND
NOTES
1. S' AND 6' CLEANOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC.
No. W98 OR EQUAL. CLEAN CUT SHALL BE A WATER DGHT ASSEMBLY.
2. IN UNIMPROVED AREAS, POUR A V -0" THICK, 2' -0' SQUARE
CONCRETE, CUSS 3000, PAD AROUND THE RING AND COVER.
� PUBLC WORKS 8 OR S INCH CLEAN -OUT SM' PLAN - 4031
43'4 DEPARTMENT FOR SANITARY SEWER MAINS
\- SEPTEMBER 2013
- 311506
CHECKED FOR COMPLIANCE TO CITY STANDARDS
aE are
WHITMAN COURT 12/01/2014
CITY OF
RENTON SANITARY DETAILS & NOTES
°° "E'°°�� DATUM SS -U5
ATE Planning /Building /Public works Dept. PERMIT #U14003820 J
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CDC 5- 3-7?s0b