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T- MARKER .MARKER r- MgRNER
I
I
TMO LANE ROAD OFFSET
ON SIDE STREETS WHERE THE
MARKER TO INDICATE
HYDRANT IS WITHIN 20' OF A
WHICH SIDE OF STREET
MAIN TRAVELED STREET, THE
HYDRANT IS MIN (t" FROM
MARKER IS TO BE INSTALLED
DOTS OR PAINTED LINE)
ON THAT MAIN STREET
MARKER p�q rMARKER
C
FOUR LANE ROAD OFFSET FIVE LANE ROAD OFFSET
MARKER TO INDICATE MICH MARKER TO INDICATE WHICH
SIDE OF STREET HYDRANT IS SIDE OF STREET HYDRANT IS
ON (C FROM DOTS OR ON (A- MOM DOTS OR
PAINTED LANE DIVIDER) PAINTED LANE DIVIOER)
HYDRANT MARKERS
T I--4•
RAISED PAWENT MARKER TYPE M AS
SRMSONITE HMD -WAY (BLUE)
sT,�q rF
17 yFic
Ac yTS
gS
A PORTION OF THE SE 1/4 SEC. 4, TWP. 23N., RGE. 5 E, W.M.
W
HYDRANT MARKERS
ADOPTED
'
c DP ®ITON
•
31AKDARD P1AN9
1 GAME a/.
DWG. NAME:
0103 SP
sT,�q rF
17 yFic
Ac yTS
gS
A PORTION OF THE SE 1/4 SEC. 4, TWP. 23N., RGE. 5 E, W.M.
W
WATER
2'STW /P PSEG
YELLOWPAINT
YAW UKE TEE MTR 6- RANGE SEE WRET.
6' BALE V0.K (R % W) AWNA C-50B. RESIDENT SEAT
V WOMBE IRON PIPE. CLASS 5E CEMEHr LMED. IF:GM M RT
I
I
-1R
YARD WARNED DRAW REEK WTI, 3/S-) MR.
Ia
2
10: �:.:'...:.•: YYYi Y.y L, i. •.�
P1.R9
;
WATER
2'STW /P PSEG
YELLOWPAINT
.PER CECRUM.. IIID.
JpxT INLET WM wGS.
HIM CONNECnCN5 NI
C.NE.,. Clx OF SI
TLE M P
4A75- SEAT'
STEEL CABLE. 1 -1/4• P
TO
WRB
1M0.RECE GSi IRpV VALVE BO% MM lUC 119E COWt
EWAL To Wwmc FWxwrr W srAxDARO B' TDP scrnW
B75 . 5' smxz W1TM REWUR BASE sSCnW LFHGRH TO PR. vaME xur
E%IFNSICN AB REWIRED (SEE Dxt BRIS / PA(£ BWB).
RA5FD PAif,IEM YAVxER RIPE BB
AB STYEpRTE MO -WAY WYE.
�coxrnETE WOaWG
YAW UKE TEE MTR 6- RANGE SEE WRET.
6' BALE V0.K (R % W) AWNA C-50B. RESIDENT SEAT
V WOMBE IRON PIPE. CLASS 5E CEMEHr LMED. IF:GM M RT
NUU
2-3/f COR- TENSTEFL ME RODS. $EE SID DETAIL FOR ME RODS
-1R
YARD WARNED DRAW REEK WTI, 3/S-) MR.
1' AW12 BOUT PL . PUCE D .11-
a':ilt'i::
10: �:.:'...:.•: YYYi Y.y L, i. •.�
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;
GNAMV
AS- BU/LTNOTE:
HYDRANT ASSEMBLY
Y�':Y.
i'A% -�: [:�..: .,
MIN 3' RADIUS
rLEVEL ALL GROUND
THE INFORMATION SHOWN ON THIS RECORD
STREETLIGHTM'•"'�,`
Q.
r
'• F T:� <•7 SANITARY SEWER MANHOLE
'i ::. ..i'..F:'.:::': •1'SSMH
MRZ
SiRi
,, CITY OF
DRAWING WAS PROVIDED BY THE PROJECT
ONE IRAN ROC(
s':;::' .;'J S413)
#1 PRO
_
RENTON
IELD P.E.
DEVELOPERAT THE TIME OF PROJECT COMPLETION
��
NOTOIEMI
xuE /LCOROBLaY
':'< '.L'::�`s: --RIM 432.6 4. L s'.
Planning /Building /Public Works Dept.
AND HAS NOT BEEN VERIFIED VIA GROUND SURVEY.
8'WATER
. -.9;
.` -! >' ,, t' ^:.•l :' IE 424.2
,' / ` ': ;' 'i'," CONTRACTOR TO CONFIRM INVERT ELEV
WTR -27869
°
- :!c (: `.: 'j' +.Y', ........
STORM DRAIN TYPE II
;✓•- -,
RIM 432.4
I 424.8
,�;- -._,.
_ .....'a';.::
JJ$ILffGROUNDPOWERLINE
•
I.
'a;',;.•,s!�,;.,,;/. CONNECT TO EXIST /NG SSMH PER C.O.R. STOS
STA. 10+00 (THISPROJECT) = STA. 0 +04, 6'RT (C.O.R
,^ PROJECTNO. 5013)
WATERMETER . °'• ""�1 ,'
+�* ' "
"?. ::: ?�' %'
OVERHE4DPOWERLINE SEWER CLEANOUTS
\
POWER VAULT
SHEL TON AVE NE
2 PARALLEL 6 "PVC SIDE
``'.
m '•' ` " -
(PRIVATE)
\ \\ SEWERSAT1.00%
t•'
PP
i
N
.. ,;
/E- 426.32
....,...
.. ... �.:'.... .,.
1100`::'••
T�
.,: ,: ;•, ,.,.,';, .:
.,..... -. .. . • "' ::'.` ,t ..
12'80 CONCRETE PIPE NOTE:APPC/C4NT TO COMPLY WITH CITY OF
- '
"
TRENCH RESTORATION B STREET
�
STORM DRAIN MANHOLE OVERLAY
OVERLAY REQUIREMENTS.
`'.4...:i.},
NA SEWER AT200 %.','
IE 424.8 LOCKED LID
oN
R,
0=4.5 '
�.•� H
<'
TYPE 2SSMH IN -STA 10-61.03
RAILROAD VE(TYP.)
RIM = 43233
1E =42695
1' SIDE SEWER @2%
o��RE
!`•,3rt
RANATASMSEEMSLY
1 -8X
NT M ENT
/
WATERUNEBLUEPA/NT(TYP)
EA
1 CL OGE
J
WATER METER (3)
OFPURL/CYDGRMT WAY
o
AROUND HYDRANT HEAD AIG�46•
SUPPLYP /PING
7 -6'PVC SIDE
2
SEWERAT200%
.PER CECRUM.. IIID.
JpxT INLET WM wGS.
HIM CONNECnCN5 NI
C.NE.,. Clx OF SI
TLE M P
4A75- SEAT'
STEEL CABLE. 1 -1/4• P
TO
WRB
1M0.RECE GSi IRpV VALVE BO% MM lUC 119E COWt
EWAL To Wwmc FWxwrr W srAxDARO B' TDP scrnW
B75 . 5' smxz W1TM REWUR BASE sSCnW LFHGRH TO PR. vaME xur
E%IFNSICN AB REWIRED (SEE Dxt BRIS / PA(£ BWB).
RA5FD PAif,IEM YAVxER RIPE BB
AB STYEpRTE MO -WAY WYE.
�coxrnETE WOaWG
CUT
HYDRANT LOCATION IN CUT OR FILL TILE HYDRANT AS3ENBLY DKATL
�OPTE�D
mA1WABn PLwB
Y MIN tw
DATE REASIDN ON PR DWG. NAME: 8102 SP PAGE:8102
NO.
REVISION
BY 1 DATE 1 APPR
CAST IRON RING AND COVER
MER
I. ET CIEANWE SIWL BE EASE JORDAN IRW BERM WG
d
lYP
S�
yW
0; /
SANITARY SEWER NOTES & SPECIFICATIONS
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE
CITY OF RENTON UTILITY DEPARTMENTAND THE LATEST EDMON OF THE WSDOT/APWA STANDARDS AND
SPECIFICATIONS
2 ALL CONSTRUCTION SHALL BE WACCORDANCE WITH'STANDAROSPEGFICATIONS FOR MUNICIPAL
PUBLIC WORKS CONSTRUCTION' PREPARED BY WASHINGTON STATE CHAPTERAMERICAN PUBLIC WORKS
ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS.
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWNARE APPROMMATEAND IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY THE TRUEAND CORRECT LOCATION SOAS TOAVOID DAMAGE OR DISTURBANCE.
4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHOOSAND SEQUENCES OF CONSTRUCTION
AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USEAND ANY OTHER
RELATED PERMITS PRIOR TOANYCONSTRUCTION
6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENTSHALL TAKE PRECEDENCE
OVER ALL OTHER PLANS.
7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION /SIN
PROGRESS.
8. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF ME SANITARY
SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR
LICENSED PROFESSIONAL SURVEYOR.
9. BACKFILL SHALL BE PLACED EQUALLYON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSEAVERAGE
DEPTH OF 6INCHES, MAXIMUM DEPTH OF 8INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF
MAXIMUMDENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONEPIPE DIAMETER ON EACH SIDE OF
THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TOCOMPLETE THE FILL OVER PIPE SHALL BE THE
SAME AS DESCRIBED.
10, OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE
BACKFILLED WITH CRUSHED ROCKAND MECHANICALLY COMPACTED. CUTS INTO THE EXISTINGASPHALT
SHALL BENEATUNE CUT WITH SAW INA CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED
IMMEDIATELYAFTER BACKFILL AND COMPACTION. APERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10
DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS.
11. DATUM SHALL BE CITY OF RENTON, 1981
12 ALL DISTURBED AREAS SHALL BE SEEDEDAND MULCHED OR OTHERWISE STABILIZED TO THE
SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSIONAFTER THE COMPLETION OF
CONSTRUCTION.
13. ALL PIPEAND APPURTENANCES SHALL BE LAID ONA PROPERLYPREPARED FOUNDATION IN
ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE NECE WASHINGTON STANDARD HE TRENCH BOTTOM FOR
THE ROAD
TOPOF THE F UND CONSTRUCTION. ION MAT THIS AS SHALL
WELL AS PLANECESSA ND COMPACTION OF THE REQUIRED D BEDDING
G OR
THETTHEFOUNDATIONMATERIAL,AS WELL AS OF WILL BE SUPPORTED BEDDING
UNIFORMLY MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE RORVEL 6 BE SUPPORTED AND B
UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6/NCHES ABOVE ANO BELOW
THE PIPE.
14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE ( PVC) RUBBER GASKETEDASTM D 3034, SOR 35,
OR DUCTILE IRON CLASS 50.
15, IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 61NCIESAND MAXIMUM 12 INCHES ABOVE
FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE INALL DIRECTIONS TO MATCH PAVING.
444
440
!917
432
CONCRE
CLASS
428
TIGHT
424
PIPE MATERIAL AS SPECIFIED
By THE ENGINEER
PLUG TO BE SEALED
IN SAME MANNER AS
MAIN SEWER MINTS.
M 3698 P1 EW.V. GIFAN OUT SHALL W A WATER MP AIGEN.Y.
YAW UKE TEE MTR 6- RANGE SEE WRET.
6' BALE V0.K (R % W) AWNA C-50B. RESIDENT SEAT
V WOMBE IRON PIPE. CLASS 5E CEMEHr LMED. IF:GM M RT
NUU
2-3/f COR- TENSTEFL ME RODS. $EE SID DETAIL FOR ME RODS
-1R
YARD WARNED DRAW REEK WTI, 3/S-) MR.
1' AW12 BOUT PL . PUCE D .11-
SSMIU
STA. t
P0.YE NA-ENE RUN AROUND TW AND 9CES Of
P1.R9
;
GNAMV
FIRE
HYDRANT ASSEMBLY
/EL ALL GROUND
MTE REASON LR PPN DWG.
MIN 3' RADIUS
rLEVEL ALL GROUND
/ YW Y RADIUS
4
swe
I" = 20'
MRZ
SiRi
,, CITY OF
mN
p
ONE IRAN ROC(
FILL
CUT
HYDRANT LOCATION IN CUT OR FILL TILE HYDRANT AS3ENBLY DKATL
�OPTE�D
mA1WABn PLwB
Y MIN tw
DATE REASIDN ON PR DWG. NAME: 8102 SP PAGE:8102
NO.
REVISION
BY 1 DATE 1 APPR
CAST IRON RING AND COVER
MER
I. ET CIEANWE SIWL BE EASE JORDAN IRW BERM WG
d
lYP
S�
yW
0; /
SANITARY SEWER NOTES & SPECIFICATIONS
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE
CITY OF RENTON UTILITY DEPARTMENTAND THE LATEST EDMON OF THE WSDOT/APWA STANDARDS AND
SPECIFICATIONS
2 ALL CONSTRUCTION SHALL BE WACCORDANCE WITH'STANDAROSPEGFICATIONS FOR MUNICIPAL
PUBLIC WORKS CONSTRUCTION' PREPARED BY WASHINGTON STATE CHAPTERAMERICAN PUBLIC WORKS
ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS.
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWNARE APPROMMATEAND IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY THE TRUEAND CORRECT LOCATION SOAS TOAVOID DAMAGE OR DISTURBANCE.
4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHOOSAND SEQUENCES OF CONSTRUCTION
AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USEAND ANY OTHER
RELATED PERMITS PRIOR TOANYCONSTRUCTION
6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENTSHALL TAKE PRECEDENCE
OVER ALL OTHER PLANS.
7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION /SIN
PROGRESS.
8. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF ME SANITARY
SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR
LICENSED PROFESSIONAL SURVEYOR.
9. BACKFILL SHALL BE PLACED EQUALLYON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSEAVERAGE
DEPTH OF 6INCHES, MAXIMUM DEPTH OF 8INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF
MAXIMUMDENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONEPIPE DIAMETER ON EACH SIDE OF
THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TOCOMPLETE THE FILL OVER PIPE SHALL BE THE
SAME AS DESCRIBED.
10, OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE
BACKFILLED WITH CRUSHED ROCKAND MECHANICALLY COMPACTED. CUTS INTO THE EXISTINGASPHALT
SHALL BENEATUNE CUT WITH SAW INA CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED
IMMEDIATELYAFTER BACKFILL AND COMPACTION. APERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10
DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS.
11. DATUM SHALL BE CITY OF RENTON, 1981
12 ALL DISTURBED AREAS SHALL BE SEEDEDAND MULCHED OR OTHERWISE STABILIZED TO THE
SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSIONAFTER THE COMPLETION OF
CONSTRUCTION.
13. ALL PIPEAND APPURTENANCES SHALL BE LAID ONA PROPERLYPREPARED FOUNDATION IN
ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE NECE WASHINGTON STANDARD HE TRENCH BOTTOM FOR
THE ROAD
TOPOF THE F UND CONSTRUCTION. ION MAT THIS AS SHALL
WELL AS PLANECESSA ND COMPACTION OF THE REQUIRED D BEDDING
G OR
THETTHEFOUNDATIONMATERIAL,AS WELL AS OF WILL BE SUPPORTED BEDDING
UNIFORMLY MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE RORVEL 6 BE SUPPORTED AND B
UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6/NCHES ABOVE ANO BELOW
THE PIPE.
14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE ( PVC) RUBBER GASKETEDASTM D 3034, SOR 35,
OR DUCTILE IRON CLASS 50.
15, IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 61NCIESAND MAXIMUM 12 INCHES ABOVE
FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE INALL DIRECTIONS TO MATCH PAVING.
444
440
!917
432
CONCRE
CLASS
428
TIGHT
424
PIPE MATERIAL AS SPECIFIED
By THE ENGINEER
PLUG TO BE SEALED
IN SAME MANNER AS
MAIN SEWER MINTS.
M 3698 P1 EW.V. GIFAN OUT SHALL W A WATER MP AIGEN.Y.
B OR D INCH MA ACUT
z. IN UNIMPROVED AREAS. POUR A 1'-0- DAM Y -G 901
DGN(METE MR 3CW. M AUMG TAE MR. ARE E.
C IN AS
ASPHALT NOADST E MOUND EIEANWT RING ARID
WVER AS REGUREO �D�,®
BY STIHDARD DETAR ORAWXC MD. _
A
SSMIU
STA. t
+
P1.R9
;
26.96
ON w'rz: D3 /ECOs
ON SAM
MTE REASON LR PPN DWG.
NPME: B076 -1 SP PAGE: B075.1
I
I
I
LEr PLS
swe
I" = 20'
N'D;;OI
,, CITY OF
mN
p
LEW"L.L.__
DATUM
_
RENTON
IELD P.E.
��
NOTOIEMI
xuE /LCOROBLaY
HELD PE
Planning /Building /Public Works Dept.
Q
M
O
am
436
432
428
I
I
424
EX SSMH
STA 10+00, DORT
(SSMH #1 PROJ 5413)
RIM 432.6
IE = 424.2 (CONFIRM)
11 +00 10 +00
S =3 54804
RECOMMENDED FOR APPROVAL
n LITc
��ti\ 01 n'q,Yyt9 i BY DATE:
I.n _ BY DATE.
0. l o BY DATE.'
°JJ' 41
a
BY OATS'
c /ONAL
BY DATE:
STAMP NOT VALID
UNLESS SIGNED AND DATED
LEADIDMER SFR SEWER EXTENSION "
RECORD DRAWING .�
11 S-:S5
SSMIU
STA. t
#1
1.03 (COS)
- 8'IE=
26.96
I
I
I
I
I
5ILF -8 "SS S =0.047 I
SEWER MAIN
mN
p
O
am
436
432
428
I
I
424
EX SSMH
STA 10+00, DORT
(SSMH #1 PROJ 5413)
RIM 432.6
IE = 424.2 (CONFIRM)
11 +00 10 +00
S =3 54804
RECOMMENDED FOR APPROVAL
n LITc
��ti\ 01 n'q,Yyt9 i BY DATE:
I.n _ BY DATE.
0. l o BY DATE.'
°JJ' 41
a
BY OATS'
c /ONAL
BY DATE:
STAMP NOT VALID
UNLESS SIGNED AND DATED
LEADIDMER SFR SEWER EXTENSION "
RECORD DRAWING .�
11 S-:S5