HomeMy WebLinkAboutS-202201REVI5m FLAN ( OF7LE PfJi CITY FSEDLIHE5 IZ-04 -90 LEL
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1. ALL CONSTRUCTION AND MATERIALS ARE TO CONFORM TO THE STANDARDS AND
SPECIFICATIONS OF THE CITY OF RENTON AND W.S.D.O.T. STANDARD
SPECIFICATION, 1888 EDITION, UNLESS OTHERWISE SPECIFIED.
I
2. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR
_
STRUCTURES SHOWN ON THESE DRAWINGS WERE OBTAINED BY A SEARCH OF THE
AVAILABLE RECORDS. TO THE BEST OF THE ENGINZER'S KNOWLEDGE, THERE
ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE DRAWINGS. THE
ENGINEER ASSUMES NO RESPONSIBILITY AS TO THE ACCURACY OF THEIR
- DEPICTED LOCATION ON THESE DRAWINGS. THE CONTRACTOR IS REQUIRED TO
TAKE THE PRECAUTIONARY MEASURES TO PROTECT UTILITY LINES SHOWN AND
ALL OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE DRAWINGS
VERIFYING THEIR LOCATION PRIOR TO THE START OF WORK. FOR UTILITY
LOCATION IN KING COUNTY, CALL 1 -800- 424 -5555.
3. CRTCHBRSINS 5�6 TO BE PLUMBED AND TRAFFED
IN ACCORDANCE WiTH U.P.G..
4. PILL SLOPES ACROSS LIDS SHALL MATCH FINISHED LJRADE..
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PLOW FROM BLDG.
°ATE 2/16 DATE p /67
IO" CLEAN - 9HEET 6.2.4 SANITARY SHALLOW MANHOLE TYPE A" SHEET I
3C5 i
SANITARY SEWER PROFILE
SCALE: I " =20' HORIZONTAL
1 " =10' VERTICAL
ROOr MAIN
E.XISTIM4 48ADE
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VERTICAL DATUM , CITY of neuron
BENCHMARK : TOF OF STORM DRAIN
MANHOLE IN WEST 51DE OF MONnOE
AVE. H.E. , OFF051TE CENTER OF
SITE. ELEVATION = 395.51p cm
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PER STD. DEr. 3.6.5 `\
TYPE I OR II C.B.
GROUT 1• DIA. VENT HOLE _
�__.,. ..,. . ..... -- _..._.�.- .a- MN DOPPTCPS
C _ _ - rMVIDE F -TRAP FLUE ANY OTHM
MIN.. AFFUnTENANCM A5 REQUIRED BY
ro r� -FJ REMOVABLE THE U(11.FOnM PWMBING CODE
END CAP WITH ' 18" MIN.
SCALE:1 " =2 0'
SANITARY SEWER NOTES
WAS LATEST
USE
THAT
1. ALL WORK AND MATERIALS SHALL OB IN CONFORMANCE WITH THE STANDARDS
AN AND SPECIFICATIONS OF ill% CITY OF RENTON UTILITY DEPARTMENT ANO 171E
LATEST EDITION OF THE NSDOT /gPNA STANDARDS AND SPECIFICATIONS.
2. TIIE HOURS OF WORK IN THE ST0.6fiT RIGHT -OF -WAY SHALL OII LIMITED TO
8:30 A.Y. TO 3:30 Y.Y. ON WEEKDAYS UNLESS OTHERWISE APPROVE➢ IN
WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235 -2620. ALL STREET
CLOSURES, PARTIAL OR FALL, SHALL BE APPROVED BY THE D %pARTMSNT OF
PUBLIC WORKS 24 HOURS IN ADVANCE. TIIC GOLICE D %PARTYENTS, FIRE
DEPARTYSHT, AND pll SHALL DE NOTIFIED It HOURS IN ADVANCE.
3. ALL CONSTRUCTION SMALL OB IN '' ACCORDANCE WITH "STANDARD
SPECIPICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION' PREP
AAED BY
STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST
EDITION (AI'WA) AND CITY OF RENTON STANDARD SPECIFICATIONS.
4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT
SAALL DE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY TIIH TRUE AND
CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE.
r. A YRRCOXSTRUCI']Ox CONFERENCE ANDtA 21 HOUR. NOTICE SMALL DE RE
QUTAEO
PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S
AESYONSIUILITY TO SECURE ALL NECESSARY PERMITS PRIOR, TO STARTING
coxsrftucrlox. (INSPECTION CTION N[LL BE ACCOMPLISHED BY A REPRESS
NTATIVG
OF TIIE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE
OF' OACKFILL
1NG ALL CONSTRUCTION.
G. CONTRACTOR 1S SOLELY RESPONSIBLE FOR THE 4EANS, YIITIfODS AND
SEQUENCRS OF CONSTRUCTION AND FOR TIIfi SAFETY OR WORKERS AND OTHERS
ON TIIE CONSTRUCTION SITE.
'1. 1T
SHALL HE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET
AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
.t. PLANS APPROVED BY T116 CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL
TAKE PRECEDENCE OVER ALL OTHER PLANS.
'l. A COPY OF T1165B APPROVED PLANS MUST' BE ON THE .100, SITE MHBNIIV%R
CONSTRUCTIOx t5 IN PROGRESS.
10. THE CONTRACTOR SHALL PROVIDE TIIR CITY OF RENTON WITH AN AS
WING
DARNING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND
SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROVES
SIONAL
SURVEYOR. ,
'll. ➢ACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF TBB PIPE 1H
LAYERS WITH A LOOSE AVERAGE DEPTH OF G INCHES, MAXIMUM D%Pl'.N OF B
INCI165, THOROUGHLY TAPPING EACH LAYER TO 05 PERCENT OF MAXIMUM
DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE OIAMET80.
ON
EACH 110E OF THE PIPE OR TO THE SIDE OF THE TRENCH-. MAT
SRIALS
TO COMPLETE TII% FILL OVER PIPE SHALL BE THE SANE AS D%SCEIBEO.
12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON E%ISTING TRAVELED
ROADNAY SHALL BE BACKRILLED X[711 CRUSHED ROCK AND YBCIIANICALLY
COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE N%A7LIN% CRT
KITH SAN IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST O8
PLACE➢ IMMEDIATELY AFTER OACKPILL AND COMPACTION. A PBRYANBNT IIM
MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF
NEW
CURRENT STANDARDS.
13. GAT
SHALL BE CITY OR RENiON, U.S.C. AND G.S..
14. ALL
DISTURBED AREAS SHALL HE SEEDED AND MULCHED OR OTII®IXIS%
STABILI2&D TO TII% SATISFACTION OF THE DEPARTMENT FOR THE PR%VBNTLON
OF
ON -SITS EROSION AFTER THE COMPLETION OF CONSTRUCTION. I
15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY .PR8PAA80
- FOUNDATION IN ACCORDANCE WITH SECTION -T- 02.1(1) OF THE CURRexT -
STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH
BOTTOM
OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLAC8YEN7
AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRAD% SO
THE ENTIRE LeNGTA OF TIIE PIPE WILL BE SUPPORTED ON A UNIP08ALY
DENS% UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE
AND BELOW THE PIPE.
16. SANITA0.Y SfiNfiR PIPE SHALL DE POLYVINYL CHLORIDE (PVC) RUBBER
'
BASE
ASTY 0 3034, SDR 35, OR DUCTILE IRON CLASS 50.
1T. ltt UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM G IMCN AND MAXIMUM
18 [HCH A ➢OVE FINISHED GRADE. IN PAVED Aft6A, COVER MUST' ELOPE IN
ALL DIRECTIONS TO WATCH PAVING.
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ISSUE DATE
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OIL 5EWOW % CM TROP (C.O_n. OTD. DTL* 5.4.1)
CIVIL ENGINEERING AND
PLANl�'ING CONSULTANTS
I rg r r r f I Al
I I I T I I (T I ,� T I �► I f I i 1 1 i
�0 19 18 17 16 15 14 13 12 11 10 9 8 7 6 B 6 7 8 9 10 11 12 13 14 15 16 17 18
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VERTICAL DATUM , CITY of neuron
BENCHMARK : TOF OF STORM DRAIN
MANHOLE IN WEST 51DE OF MONnOE
AVE. H.E. , OFF051TE CENTER OF
SITE. ELEVATION = 395.51p cm
5RA*S (AWN
tit
ROCKERY
G41 H 7 \
041 'Q ] A4
11 �� _j
lox �C.O� W V .
OD Ai - 6 jtilM ° 5 � \
... F{ •11 -FVG
4 � i
Tim 2 A) !
1 9M-c
'
(MATCH F15T11 I ,: - 39 . c �� : s IN
PIPE TYI°E) o s9$ _4c) ®� • t IN Z
Z
Y
F� t _: 9..
IT
m coo i r r
y . nE� � t� � - _ t
_ XIit r {< 105LFlp,FVC
G I Ia3 I�
MI I51DPE
�;Z/
1
_ H
a Rtrte h PC. I 'I ! ,> 1 _i, nIM=
�r
qH, U. S PC.
391.L0 r _ !j
CBS b (TW I RIi� = 411. T \�
AF
Inv 8 I
RIM - 401.51a
`7PF 19!bb I
..`,� i
I l �
�' API (, J� 1, �� I i� \
i lli (FVC) ( I
! h � .� 1 ti � I
.JQZ7 i_ I J
At
402 4
Rf�V "406?. 7�
35.5.5E 1
}{7 0? N HF 59 iN 09'06'06' W - PLAT)
4 E
i
LAURE stlflue j E 9H i n NaanF
a6.c WEIR .AULr
PFU 1 ,
i • d ?- I FRAME AND GRATE I 5 l
PER STD. DEr. 3.6.5 `\
TYPE I OR II C.B.
GROUT 1• DIA. VENT HOLE _
�__.,. ..,. . ..... -- _..._.�.- .a- MN DOPPTCPS
C _ _ - rMVIDE F -TRAP FLUE ANY OTHM
MIN.. AFFUnTENANCM A5 REQUIRED BY
ro r� -FJ REMOVABLE THE U(11.FOnM PWMBING CODE
END CAP WITH ' 18" MIN.
SCALE:1 " =2 0'
SANITARY SEWER NOTES
WAS LATEST
USE
THAT
1. ALL WORK AND MATERIALS SHALL OB IN CONFORMANCE WITH THE STANDARDS
AN AND SPECIFICATIONS OF ill% CITY OF RENTON UTILITY DEPARTMENT ANO 171E
LATEST EDITION OF THE NSDOT /gPNA STANDARDS AND SPECIFICATIONS.
2. TIIE HOURS OF WORK IN THE ST0.6fiT RIGHT -OF -WAY SHALL OII LIMITED TO
8:30 A.Y. TO 3:30 Y.Y. ON WEEKDAYS UNLESS OTHERWISE APPROVE➢ IN
WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235 -2620. ALL STREET
CLOSURES, PARTIAL OR FALL, SHALL BE APPROVED BY THE D %pARTMSNT OF
PUBLIC WORKS 24 HOURS IN ADVANCE. TIIC GOLICE D %PARTYENTS, FIRE
DEPARTYSHT, AND pll SHALL DE NOTIFIED It HOURS IN ADVANCE.
3. ALL CONSTRUCTION SMALL OB IN '' ACCORDANCE WITH "STANDARD
SPECIPICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION' PREP
AAED BY
STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST
EDITION (AI'WA) AND CITY OF RENTON STANDARD SPECIFICATIONS.
4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT
SAALL DE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY TIIH TRUE AND
CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE.
r. A YRRCOXSTRUCI']Ox CONFERENCE ANDtA 21 HOUR. NOTICE SMALL DE RE
QUTAEO
PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S
AESYONSIUILITY TO SECURE ALL NECESSARY PERMITS PRIOR, TO STARTING
coxsrftucrlox. (INSPECTION CTION N[LL BE ACCOMPLISHED BY A REPRESS
NTATIVG
OF TIIE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE
OF' OACKFILL
1NG ALL CONSTRUCTION.
G. CONTRACTOR 1S SOLELY RESPONSIBLE FOR THE 4EANS, YIITIfODS AND
SEQUENCRS OF CONSTRUCTION AND FOR TIIfi SAFETY OR WORKERS AND OTHERS
ON TIIE CONSTRUCTION SITE.
'1. 1T
SHALL HE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET
AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
.t. PLANS APPROVED BY T116 CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL
TAKE PRECEDENCE OVER ALL OTHER PLANS.
'l. A COPY OF T1165B APPROVED PLANS MUST' BE ON THE .100, SITE MHBNIIV%R
CONSTRUCTIOx t5 IN PROGRESS.
10. THE CONTRACTOR SHALL PROVIDE TIIR CITY OF RENTON WITH AN AS
WING
DARNING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND
SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROVES
SIONAL
SURVEYOR. ,
'll. ➢ACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF TBB PIPE 1H
LAYERS WITH A LOOSE AVERAGE DEPTH OF G INCHES, MAXIMUM D%Pl'.N OF B
INCI165, THOROUGHLY TAPPING EACH LAYER TO 05 PERCENT OF MAXIMUM
DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE OIAMET80.
ON
EACH 110E OF THE PIPE OR TO THE SIDE OF THE TRENCH-. MAT
SRIALS
TO COMPLETE TII% FILL OVER PIPE SHALL BE THE SANE AS D%SCEIBEO.
12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON E%ISTING TRAVELED
ROADNAY SHALL BE BACKRILLED X[711 CRUSHED ROCK AND YBCIIANICALLY
COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE N%A7LIN% CRT
KITH SAN IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST O8
PLACE➢ IMMEDIATELY AFTER OACKPILL AND COMPACTION. A PBRYANBNT IIM
MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF
NEW
CURRENT STANDARDS.
13. GAT
SHALL BE CITY OR RENiON, U.S.C. AND G.S..
14. ALL
DISTURBED AREAS SHALL HE SEEDED AND MULCHED OR OTII®IXIS%
STABILI2&D TO TII% SATISFACTION OF THE DEPARTMENT FOR THE PR%VBNTLON
OF
ON -SITS EROSION AFTER THE COMPLETION OF CONSTRUCTION. I
15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY .PR8PAA80
- FOUNDATION IN ACCORDANCE WITH SECTION -T- 02.1(1) OF THE CURRexT -
STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH
BOTTOM
OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLAC8YEN7
AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRAD% SO
THE ENTIRE LeNGTA OF TIIE PIPE WILL BE SUPPORTED ON A UNIP08ALY
DENS% UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE
AND BELOW THE PIPE.
16. SANITA0.Y SfiNfiR PIPE SHALL DE POLYVINYL CHLORIDE (PVC) RUBBER
'
BASE
ASTY 0 3034, SDR 35, OR DUCTILE IRON CLASS 50.
1T. ltt UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM G IMCN AND MAXIMUM
18 [HCH A ➢OVE FINISHED GRADE. IN PAVED Aft6A, COVER MUST' ELOPE IN
ALL DIRECTIONS TO WATCH PAVING.
GASr
InrwP- �s °`2az2 -
as
J'gyp A. pT EN
ONALE�
Zi
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a
p.l r
W
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� o
z °�
0 0.
0�3
0
v �w
F�1 � m J
� J
Z°ow
Zdm
W �
LL
PROJECT NO.:
O
n
m
n
1
M
a
O
Z
Cf
3
Qw
W
RBS
ISSUE DATE
'' LATEST ISSUE:
w
Y
K
a
a
w
Ct
0
z
Q
O
,... .. _,._ /..� - %i - �1�f:..JlrilNefei!:.�. 6"ZY•Yr
vvAtr TeR "EIV R. PtAn �VlEYr
OIL 5EWOW % CM TROP (C.O_n. OTD. DTL* 5.4.1)
CIVIL ENGINEERING AND
PLANl�'ING CONSULTANTS
I rg r r r f I Al
I I I T I I (T I ,� T I �► I f I i 1 1 i
�0 19 18 17 16 15 14 13 12 11 10 9 8 7 6 B 6 7 8 9 10 11 12 13 14 15 16 17 18
l
VERTICAL DATUM , CITY of neuron
BENCHMARK : TOF OF STORM DRAIN
MANHOLE IN WEST 51DE OF MONnOE
AVE. H.E. , OFF051TE CENTER OF
SITE. ELEVATION = 395.51p cm
5RA*S (AWN
tit
ROCKERY
G41 H 7 \
041 'Q ] A4
11 �� _j
lox �C.O� W V .
OD Ai - 6 jtilM ° 5 � \
... F{ •11 -FVG
4 � i
Tim 2 A) !
1 9M-c
'
(MATCH F15T11 I ,: - 39 . c �� : s IN
PIPE TYI°E) o s9$ _4c) ®� • t IN Z
Z
Y
F� t _: 9..
IT
m coo i r r
y . nE� � t� � - _ t
_ XIit r {< 105LFlp,FVC
G I Ia3 I�
MI I51DPE
�;Z/
1
_ H
a Rtrte h PC. I 'I ! ,> 1 _i, nIM=
�r
qH, U. S PC.
391.L0 r _ !j
CBS b (TW I RIi� = 411. T \�
AF
Inv 8 I
RIM - 401.51a
`7PF 19!bb I
..`,� i
I l �
�' API (, J� 1, �� I i� \
i lli (FVC) ( I
! h � .� 1 ti � I
.JQZ7 i_ I J
At
402 4
Rf�V "406?. 7�
35.5.5E 1
}{7 0? N HF 59 iN 09'06'06' W - PLAT)
4 E
i
LAURE stlflue j E 9H i n NaanF
a6.c WEIR .AULr
PFU 1 ,
i • d ?- I FRAME AND GRATE I 5 l
PER STD. DEr. 3.6.5 `\
TYPE I OR II C.B.
GROUT 1• DIA. VENT HOLE _
�__.,. ..,. . ..... -- _..._.�.- .a- MN DOPPTCPS
C _ _ - rMVIDE F -TRAP FLUE ANY OTHM
MIN.. AFFUnTENANCM A5 REQUIRED BY
ro r� -FJ REMOVABLE THE U(11.FOnM PWMBING CODE
END CAP WITH ' 18" MIN.
SCALE:1 " =2 0'
SANITARY SEWER NOTES
WAS LATEST
USE
THAT
1. ALL WORK AND MATERIALS SHALL OB IN CONFORMANCE WITH THE STANDARDS
AN AND SPECIFICATIONS OF ill% CITY OF RENTON UTILITY DEPARTMENT ANO 171E
LATEST EDITION OF THE NSDOT /gPNA STANDARDS AND SPECIFICATIONS.
2. TIIE HOURS OF WORK IN THE ST0.6fiT RIGHT -OF -WAY SHALL OII LIMITED TO
8:30 A.Y. TO 3:30 Y.Y. ON WEEKDAYS UNLESS OTHERWISE APPROVE➢ IN
WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235 -2620. ALL STREET
CLOSURES, PARTIAL OR FALL, SHALL BE APPROVED BY THE D %pARTMSNT OF
PUBLIC WORKS 24 HOURS IN ADVANCE. TIIC GOLICE D %PARTYENTS, FIRE
DEPARTYSHT, AND pll SHALL DE NOTIFIED It HOURS IN ADVANCE.
3. ALL CONSTRUCTION SMALL OB IN '' ACCORDANCE WITH "STANDARD
SPECIPICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION' PREP
AAED BY
STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST
EDITION (AI'WA) AND CITY OF RENTON STANDARD SPECIFICATIONS.
4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT
SAALL DE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY TIIH TRUE AND
CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE.
r. A YRRCOXSTRUCI']Ox CONFERENCE ANDtA 21 HOUR. NOTICE SMALL DE RE
QUTAEO
PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S
AESYONSIUILITY TO SECURE ALL NECESSARY PERMITS PRIOR, TO STARTING
coxsrftucrlox. (INSPECTION CTION N[LL BE ACCOMPLISHED BY A REPRESS
NTATIVG
OF TIIE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE
OF' OACKFILL
1NG ALL CONSTRUCTION.
G. CONTRACTOR 1S SOLELY RESPONSIBLE FOR THE 4EANS, YIITIfODS AND
SEQUENCRS OF CONSTRUCTION AND FOR TIIfi SAFETY OR WORKERS AND OTHERS
ON TIIE CONSTRUCTION SITE.
'1. 1T
SHALL HE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET
AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
.t. PLANS APPROVED BY T116 CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL
TAKE PRECEDENCE OVER ALL OTHER PLANS.
'l. A COPY OF T1165B APPROVED PLANS MUST' BE ON THE .100, SITE MHBNIIV%R
CONSTRUCTIOx t5 IN PROGRESS.
10. THE CONTRACTOR SHALL PROVIDE TIIR CITY OF RENTON WITH AN AS
WING
DARNING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND
SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROVES
SIONAL
SURVEYOR. ,
'll. ➢ACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF TBB PIPE 1H
LAYERS WITH A LOOSE AVERAGE DEPTH OF G INCHES, MAXIMUM D%Pl'.N OF B
INCI165, THOROUGHLY TAPPING EACH LAYER TO 05 PERCENT OF MAXIMUM
DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE OIAMET80.
ON
EACH 110E OF THE PIPE OR TO THE SIDE OF THE TRENCH-. MAT
SRIALS
TO COMPLETE TII% FILL OVER PIPE SHALL BE THE SANE AS D%SCEIBEO.
12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON E%ISTING TRAVELED
ROADNAY SHALL BE BACKRILLED X[711 CRUSHED ROCK AND YBCIIANICALLY
COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE N%A7LIN% CRT
KITH SAN IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST O8
PLACE➢ IMMEDIATELY AFTER OACKPILL AND COMPACTION. A PBRYANBNT IIM
MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF
NEW
CURRENT STANDARDS.
13. GAT
SHALL BE CITY OR RENiON, U.S.C. AND G.S..
14. ALL
DISTURBED AREAS SHALL HE SEEDED AND MULCHED OR OTII®IXIS%
STABILI2&D TO TII% SATISFACTION OF THE DEPARTMENT FOR THE PR%VBNTLON
OF
ON -SITS EROSION AFTER THE COMPLETION OF CONSTRUCTION. I
15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY .PR8PAA80
- FOUNDATION IN ACCORDANCE WITH SECTION -T- 02.1(1) OF THE CURRexT -
STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH
BOTTOM
OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLAC8YEN7
AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRAD% SO
THE ENTIRE LeNGTA OF TIIE PIPE WILL BE SUPPORTED ON A UNIP08ALY
DENS% UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE
AND BELOW THE PIPE.
16. SANITA0.Y SfiNfiR PIPE SHALL DE POLYVINYL CHLORIDE (PVC) RUBBER
'
BASE
ASTY 0 3034, SDR 35, OR DUCTILE IRON CLASS 50.
1T. ltt UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM G IMCN AND MAXIMUM
18 [HCH A ➢OVE FINISHED GRADE. IN PAVED Aft6A, COVER MUST' ELOPE IN
ALL DIRECTIONS TO WATCH PAVING.
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PLANl�'ING CONSULTANTS
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TYPE I OR II C.B.
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END CAP WITH ' 18" MIN.
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SANITARY SEWER NOTES
WAS LATEST
USE
THAT
1. ALL WORK AND MATERIALS SHALL OB IN CONFORMANCE WITH THE STANDARDS
AN AND SPECIFICATIONS OF ill% CITY OF RENTON UTILITY DEPARTMENT ANO 171E
LATEST EDITION OF THE NSDOT /gPNA STANDARDS AND SPECIFICATIONS.
2. TIIE HOURS OF WORK IN THE ST0.6fiT RIGHT -OF -WAY SHALL OII LIMITED TO
8:30 A.Y. TO 3:30 Y.Y. ON WEEKDAYS UNLESS OTHERWISE APPROVE➢ IN
WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235 -2620. ALL STREET
CLOSURES, PARTIAL OR FALL, SHALL BE APPROVED BY THE D %pARTMSNT OF
PUBLIC WORKS 24 HOURS IN ADVANCE. TIIC GOLICE D %PARTYENTS, FIRE
DEPARTYSHT, AND pll SHALL DE NOTIFIED It HOURS IN ADVANCE.
3. ALL CONSTRUCTION SMALL OB IN '' ACCORDANCE WITH "STANDARD
SPECIPICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION' PREP
AAED BY
STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST
EDITION (AI'WA) AND CITY OF RENTON STANDARD SPECIFICATIONS.
4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT
SAALL DE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY TIIH TRUE AND
CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE.
r. A YRRCOXSTRUCI']Ox CONFERENCE ANDtA 21 HOUR. NOTICE SMALL DE RE
QUTAEO
PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S
AESYONSIUILITY TO SECURE ALL NECESSARY PERMITS PRIOR, TO STARTING
coxsrftucrlox. (INSPECTION CTION N[LL BE ACCOMPLISHED BY A REPRESS
NTATIVG
OF TIIE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE
OF' OACKFILL
1NG ALL CONSTRUCTION.
G. CONTRACTOR 1S SOLELY RESPONSIBLE FOR THE 4EANS, YIITIfODS AND
SEQUENCRS OF CONSTRUCTION AND FOR TIIfi SAFETY OR WORKERS AND OTHERS
ON TIIE CONSTRUCTION SITE.
'1. 1T
SHALL HE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET
AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
.t. PLANS APPROVED BY T116 CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL
TAKE PRECEDENCE OVER ALL OTHER PLANS.
'l. A COPY OF T1165B APPROVED PLANS MUST' BE ON THE .100, SITE MHBNIIV%R
CONSTRUCTIOx t5 IN PROGRESS.
10. THE CONTRACTOR SHALL PROVIDE TIIR CITY OF RENTON WITH AN AS
WING
DARNING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND
SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROVES
SIONAL
SURVEYOR. ,
'll. ➢ACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF TBB PIPE 1H
LAYERS WITH A LOOSE AVERAGE DEPTH OF G INCHES, MAXIMUM D%Pl'.N OF B
INCI165, THOROUGHLY TAPPING EACH LAYER TO 05 PERCENT OF MAXIMUM
DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE OIAMET80.
ON
EACH 110E OF THE PIPE OR TO THE SIDE OF THE TRENCH-. MAT
SRIALS
TO COMPLETE TII% FILL OVER PIPE SHALL BE THE SANE AS D%SCEIBEO.
12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON E%ISTING TRAVELED
ROADNAY SHALL BE BACKRILLED X[711 CRUSHED ROCK AND YBCIIANICALLY
COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE N%A7LIN% CRT
KITH SAN IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST O8
PLACE➢ IMMEDIATELY AFTER OACKPILL AND COMPACTION. A PBRYANBNT IIM
MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF
NEW
CURRENT STANDARDS.
13. GAT
SHALL BE CITY OR RENiON, U.S.C. AND G.S..
14. ALL
DISTURBED AREAS SHALL HE SEEDED AND MULCHED OR OTII®IXIS%
STABILI2&D TO TII% SATISFACTION OF THE DEPARTMENT FOR THE PR%VBNTLON
OF
ON -SITS EROSION AFTER THE COMPLETION OF CONSTRUCTION. I
15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY .PR8PAA80
- FOUNDATION IN ACCORDANCE WITH SECTION -T- 02.1(1) OF THE CURRexT -
STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH
BOTTOM
OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLAC8YEN7
AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRAD% SO
THE ENTIRE LeNGTA OF TIIE PIPE WILL BE SUPPORTED ON A UNIP08ALY
DENS% UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE
AND BELOW THE PIPE.
16. SANITA0.Y SfiNfiR PIPE SHALL DE POLYVINYL CHLORIDE (PVC) RUBBER
'
BASE
ASTY 0 3034, SDR 35, OR DUCTILE IRON CLASS 50.
1T. ltt UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM G IMCN AND MAXIMUM
18 [HCH A ➢OVE FINISHED GRADE. IN PAVED Aft6A, COVER MUST' ELOPE IN
ALL DIRECTIONS TO WATCH PAVING.
GASr
InrwP- �s °`2az2 -
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PROJECT NO.:
O
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3
Qw
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ISSUE DATE
'' LATEST ISSUE:
w
Y
K
a
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Ct
0
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,... .. _,._ /..� - %i - �1�f:..JlrilNefei!:.�. 6"ZY•Yr
vvAtr TeR "EIV R. PtAn �VlEYr
OIL 5EWOW % CM TROP (C.O_n. OTD. DTL* 5.4.1)
CIVIL ENGINEERING AND
PLANl�'ING CONSULTANTS
I rg r r r f I Al
I I I T I I (T I ,� T I �► I f I i 1 1 i
�0 19 18 17 16 15 14 13 12 11 10 9 8 7 6 B 6 7 8 9 10 11 12 13 14 15 16 17 18