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DA7DIl 67,6'1'
405.00
430
MORTA
FILLET
MANHOLE FRAME AND COVER
WAOCKING LID
SEE DRAWING BR29
ADJUSTMENT (4' MIN.)
CONE
RUBBER GASKETED JOINTS
IN ACCORDANCE WITH ASTM C -443
STEPS - 3/4' DEFORMED BAR
STEPS SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL
MAX. PIPE SIZE - 21" I.D.
LADDER -STD. ALUMINUM
OR GALVANIZED STEEL
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
SANITARY MANHOLE TYPICAL DETAIL
NOT TO SCALE
NOTES:
1
EXIST GROUND
OVER CE OF PIPE
STEPS OR EQUAL
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
/
ARE INSTALLED.
3. ' CASTING CAST TO BE PER DRAWLING B'R29.
420 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
\
CONCRETE
5. ALL JOINTS SHALL BE GROUTED.
S. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
i
WASSER MC- CONSEAL OR APPROVED EQUAL;
COLOR OF COATING SHALL BE WHITE.
7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE
NOTE:;
WITH ASTM C -443.
S. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
EXISTING UTILITY LOCATIONS SHOWN
DIAMETER OF THE LARGEST PIPE.
I IT SHALL BE THE CONTRACTOR'S RI
9. CONNECTIONS,TO MANHOLE SHALL BE MADE USING GPK
ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL
EXACT VERTICAL AND HORIZONTAL I
GROUND U11IJ M$ PRIOR TO COMMIE
REPRESENTATKOE Its MADE THAT AU
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
HEREON. NNE EIKANEER ASSUMES
NOT SHOWN OR UTILITIES NOT SAH
OR DUCTILE IRON PIPE.
CALL BEFORE YOU DIG:
WOW= WICE USA
1 :3:S MIX
CONCRETE }-
BLOCKING �r N 25
aJt
�
6" SIDE OUTLET TEE 1 G
'-SEWER
•M SLOPE
MAIN
6" MIN. HORIZONTAL
OF TEE AT MINI UVM 25 L SEWER MAIN
ELEVA1
410 IMW..A WM 10IMAWN
IWTALLAIM
7
i
S
a
111E
O 0.5016
!
200LL PVC
• 2.8"
A
MW
2+ NL5
RIM-4211120
.37 6' (2) N&WI
INV64
STA 1 1
429.5* (MATCH Q1
.
MIND)
421.20 8" S
RIM
MY-421.30 8' C
IN14-421
B' W
IAN -4"
1116-419.90
SA
i
41TARY S
WER PRO
ILE
-
HORIZ. SCA
E: 1' = 20'
VERT. SCA
E: 1' = 2'
n
u
N
430
MORTA
FILLET
MANHOLE FRAME AND COVER
WAOCKING LID
SEE DRAWING BR29
ADJUSTMENT (4' MIN.)
CONE
RUBBER GASKETED JOINTS
IN ACCORDANCE WITH ASTM C -443
STEPS - 3/4' DEFORMED BAR
STEPS SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL
MAX. PIPE SIZE - 21" I.D.
LADDER -STD. ALUMINUM
OR GALVANIZED STEEL
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
SANITARY MANHOLE TYPICAL DETAIL
NOT TO SCALE
NOTES:
1. STEPS TO BE 3/4' 0 DEFORMED BAR GALVANIZED SAFETY
STEPS OR EQUAL
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
ARE INSTALLED.
3. ' CASTING CAST TO BE PER DRAWLING B'R29.
420 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
CONCRETE
5. ALL JOINTS SHALL BE GROUTED.
S. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATING;
WASSER MC- CONSEAL OR APPROVED EQUAL;
COLOR OF COATING SHALL BE WHITE.
7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE
NOTE:;
WITH ASTM C -443.
S. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
EXISTING UTILITY LOCATIONS SHOWN
DIAMETER OF THE LARGEST PIPE.
I IT SHALL BE THE CONTRACTOR'S RI
9. CONNECTIONS,TO MANHOLE SHALL BE MADE USING GPK
ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL
EXACT VERTICAL AND HORIZONTAL I
GROUND U11IJ M$ PRIOR TO COMMIE
REPRESENTATKOE Its MADE THAT AU
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
HEREON. NNE EIKANEER ASSUMES
NOT SHOWN OR UTILITIES NOT SAH
OR DUCTILE IRON PIPE.
CALL BEFORE YOU DIG:
WOW= WICE USA
1 :3:S MIX
CONCRETE }-
BLOCKING �r N 25
aJt
�
6" SIDE OUTLET TEE 1 G
'-SEWER
•M SLOPE
MAIN
6" MIN. HORIZONTAL
OF TEE AT MINI UVM 25 L SEWER MAIN
ELEVA1
410 IMW..A WM 10IMAWN
IWTALLAIM
7
S
a
mire.
.`EDER NOES AND SPECIFICATIONS -.
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE
STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON AND THE -.
LATEST EDITION OF THE N5DOT /APWA STANDARDS AND
SPECIFICATIONS.
2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SMALL IOU
LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS O17HERWISf
APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277 - t tv
6222. ALL STREET CLOSURES, PARTIAL OR FULL. SHALL BE .ai.
APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN AOVANW_
THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE
NOTIFIED 24 HOURS IN ADVANCE
3. ALL CONSTRUCTION SMALL BE IN ACCORDANCE WITH "STANDARD '-
SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTOR''
PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC W011"
ASSOCIATION, LATEST EDITION (APWA) AND THE CITY OF RENTON
STANDARD SPECIFICATIONS
4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE
AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE
TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR
DISTURBANCE.
5. A PRE- CONSTRUCTIN CONFERENCE AND A 24 HOUR NOTICE !MALL
BE REWIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SMALL BE F'
THE CONTRACTORS 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 CONTRACTORS RESPONSIBILITY TO NOTIFY THE CITY
INSPECTOR 24 HOURS IN ADVANCE OF BACK-FILLING ALL
CONSTRUCTION.
S. CONTRACTOR IS SOLELY RESPONSIBLE FOR THOS MEANS, METHODS
AND SEOUENCES OF CONSTRUCTION AND FOR THE SAFETY OF 110Rlff�S
AND OTHERS ON THE CONSTRUCTION SITE
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY .,..1..
CONSTRUCTION.
S. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT
SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER
PLANS.
9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB 911E -
WHENEVER CONSTRUCTION IS IN PROGRESS.
10./ THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WIN An
AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEER
STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR P�
LICENSED PROFESSIONAL SURVEYOR.
11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF ENE
PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INDIES,
MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER 10
95X OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND ,
FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PPE OR TO THE
SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OWBR PPE
SMALL BE THE SAME AS DESCRIBED. �eA
12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENDIES ON E16SIM i
TRAVELED ROADWAY SHALL DE BACKFILLED WITH CRUSHED ROCK AND
MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT S IA L "- 7-'
BE REATIINE CUT WITH SAW IN A CONTINUOUS LINE A TEMPORARY
MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BADffILL AND
COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WIHHIN 7, _
10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANAA M
134. DATUM SHALL BE CITY OF RENTON U.S.C. AND G.S.
14. ALL DISTURBED AREAS SHALL BE SEEDED � W&CHED OR "
OTHERWISE STABILIZED To THE sATsFACTION OF THE DEPARTMENT
FOR THE PREVENTION OF ONSITE EROSION AFTER THE COMPLEIINN Iii
CONSTRUCTION. n
15 ALL PPE AND APPURTENANCES SHALL DE LIDO ON A PROP MS*. _
PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF -�
THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR F
ROAD AND BRIDGE CONSTRUCTION. THIS SMALL INCLUDE NECESSARY .'
STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR REDID AND -
BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEV4lVG.'
OF THE TRENCH BOTTOM OR THE TOP OF THE FOUIBSA" MATERIAL
'_'A00,
WELL AS PLACEMENT AND COMPACTION OF REWIRED BEOOIIG
MATERIAL TO UNIFORM GARDE SO THAT THE ENTIRE LENGTH OF TIME „ml
PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDIIIC 911.%
PIPE BEDDING SHALL BE PEA GRAVEL 6' ABOVE AND BELOW THE ....
PIPE.
16. SANITARY SEWER PIPE SMALL BE POLYVINYL CHLORIDE (PVC) ^(_
RUBBER GASKETED ASTM 3034, SDR 35, OR DUCTILE RON CLAW 59.
17. IN IN UNIMPROVED AREAS; MANHOLE TO EXTEND MNIMIU 9 9 9NCIW5
AND MAXIMUM 18 INCH ABOVE FINISHED GRADE IN PAVED AREA, `
COVER MUST SLIDE IN ALL DIRECTIONS TO MATCH PAVING.
PROPERTY IJNE --
0
6" BUILDING SEWER PIPE ;;� BUILDING SEWER
DAIT/Y ALrF
405.00 2"x 4" STUD SERVICE MARKER PANT UPPER
TEE WITH 6" SIDE OUTLET PORTION WHITE ANS STENCIL ON SIDE
WORDING `SEWER' WTH 3" HIGH BLACK LETTERS
AND /6 WIRE WRAPPED AROUND THE STUD AND
EXTENDED TO THE TOP OF THE STUD.
9" XX !1Q AND B KIWI SIMMER
UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PPE AND C1
PIPE SEWER MAINS ARE TO BE CORE DRILLED
NOTE:
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY
LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. _
STANDARD SIDE SEWER INSTALLATION
NOT TO SCALE AVID CUr"NB UNDERGROUND
NOTE:;
UTILITY LNES IT' 03TLY
RECOMMENDED
EXISTING UTILITY LOCATIONS SHOWN
FOR APPROVAL C�II
I IT SHALL BE THE CONTRACTOR'S RI
•
a■�!_�_� �9�9p
BL' I��� 7w
EXACT VERTICAL AND HORIZONTAL I
GROUND U11IJ M$ PRIOR TO COMMIE
REPRESENTATKOE Its MADE THAT AU
�y
Dig.
HEREON. NNE EIKANEER ASSUMES
NOT SHOWN OR UTILITIES NOT SAH
' N
I
CALL BEFORE YOU DIG:
WOW= WICE USA
SCANNED DEC 101999 _ - 22jI K 62
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N 88'14'32" W 205.00'
633= 7- c_- `�- -..° -. -^ _
WOOD FENCE
SA:3 +03.5, V RT. -
1 -4 "x 4" VERTICAL CROSS (MJxFL)
1 -4" BLIND FLANGE W/ 2" TAP & 7 PLUG (ON TOP) -
1 -4" BLIND FLANGE (ON BOTTOM)
1 -4" PLUG (MJ) W /2" TAP AND PERMANENT 2" BLOWOFF °
- STD. PLAN 8105 3/a DOMESTIC WATER
GATE Ve! SERVICE METER (TYP.)
�fIN. FF a 424.5 W -SEE DETAIL- ^ o
0
° m
C3 vl o s9 v' ° - r N 88'19'12" W STA: 0+34:9 N 14` RT.
3 o Z -_ 1 z/ 5.00' 1-FIRE HYDRANT ASSY.
z ° m MIN. FF = 424.5 - SA: 0+34.93, 2' RT.
1 -8 "x 6" TEE (MJxFL)
MIN. FF = 425.5 i SBAIH� z 1 -6" GATE VALVE (FLXMJ)
�WA'"L +55.98, &5'RT X;5
' RIM -429 -W •5� 1 OF <LT N 00'57'26" E 1 -6' D.I. LENGTH AS BLOCKING
U, INV =421.37 6" (2) N $W 1 -96' W/ THRUST
0+36, 2' RT
421,05 INV =421.28' 8" 5 1 -8 "x 4" REDUCER (MJ�FL)
/ 42115 INV =42t'J78" E' SA O+5S 1 -4" GATE VALVE (FLXMJ)
- 6" SIDE SEWER ^ I 1 / I INV 1 421.98
w O 200X MIN.. (TYP.) % _— 1 \—
m -r- .> -- -�_- _ _ N 89'26'59" W 120.00'
68.33' 10' - _ �I T WATER D.I. ..
/ 3 +05.68 I I SA: 1 +93 r - - -_ -- \ -- __ - - -__- -- - -- mI
+00 I — — 113LF 8" PVC O 0 N if
- --" b TER u
14 o
N 88'14'32" W 100.00' I 30.37' 2 +00
z / 10 PRIVATE
SEVER EASEMENT _
/ '.AR II
U _ _
i /!' ' - I-trCU i -- a ( 26.00' - _- — -- - _ - _ --
w� ° _
IAC%ess /unu Y - _:_� - - c "_ . - ®
GUEST „: 1 / f EASEMENT+ _. - -,--. .r- --
MIN. FF = 423.0
°o N 89'26'59 W 120 00' __ Q
° MIN. FF = 423.0 .� - w
a /
,
i
"0" SSMH#2 I _0
..FIG f STA: 1+36 SA 1 +41.93, 14.,WRT.
O �� �APN / -_- �' INV = -4$0. i IINV= RIM =429.5Y (MATCH GROUND) ,(7 Z
w /] INV =42tW -8" W
05 •72
13
ER 6.240
o -I EASEMENT
p�V
z t 20.00, - 0.00'
w
- - -N 8832W °50.00'
EXIS IG 50'
UTILITY ASEMENT I a z
R A A D. w
1 -26 -79 RETAINI UTILITY EASEMEN
R CKER'+ m
_I z
O N I I I 3
,fir. A0'7C' FEE a _- .- _•�__...
,o zn _
- REMOVE & RESTORE N I rn
FENCE (TYP.)
SCALE 1" = 20' 'y
- - -- —
x
STA:0-16t, 1.0't RT.
1 -12 "x 8" TAPPING TEE (MJxFL)
1 -8" TAPPING GATE VALVE (FLxMJ'.
W/ THRUST BLOCKING
SAWCUT PAVING & REPLACE
PER DETAIL (TYP.)
SEE NOTES ON SHEET 5
�Syq
P : OE WaSF�� Lii!\
1113 UP
4fJ7�RyCrS1E[�
LAND
EXPIRES 1 f 3dr�
THESE P ILT"
AND THE INFORMATION SW WN
ACCURATELY REFLEM E)IETINCi
FIELD CONDITIONS AS OF THIS
WIL LlsdIiWIL SHLIPE NO' OLS 1121?
- EMS- 551:1" ox
M. _24.35 WA
,XIS I NV= 4 SqL281403(W-28/4) .. NE 1 / C H V ! .`.I -. _.. SAWCIIT PAVING & REPLACE -_. — __ — — — — — _ _ — PER DETAIL (TYP.) __ -- — — — — _ — — — _ _- — — — — — — 10NA
S70NAL
,1
EXPIRES 11/30/00
AVOID CUTTING UNDERGROUND NOTE:
UTILITY LINES. IT'S COSTLY
RECOMMENDED EXISTING UTILITY LOCAl10NS SHOWN HEREON ARE APPROXIMATE ONLY.
FOR APPROVAL I� SHALL BE THE CONTRACTOR'S RESPO:SIBILITY TO DETERMINE THE
�� EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER -
BY is tpt�li before you GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
B, rI . HEREON. THE FMrINEEP. ASSUMES NO RESPO "1SIBILI TY FCR UTILIPES
i I NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCH ?ION.
BY CALL BEFORE YOU DIG. 1 -- 800 - -424 -5555
UNDERGROUND SERVICE (USA)
SCANNED MAR 3 0 200C Ar3, --CF/,a s ( W- _,glSza 3 Sc -. Ci wey )
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MORTAR
FILLET
MANHOLE FRAME AND COVER
W /LOCKING LID
SEE DRAWING BR29
ADJUSTMENT (4" MIN.)
RUBBER GASKETED JOINTS
IN ACCORDANCE WITH ASTM C -443
STEPS - 3/4" DEFORMED BAR
STEPS SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL.
MAX. PIPE SIZE - 21" I.D.
LADDER STD. ALUMINUM
OR GALVANIZED STEEL
CONCRETE SHELF
PRECAST BASE SECTICH
OR CAST IN SHELF.
6" MIN. I _
i- ---- -{ , 6" MIN. (TYP)
SANITARY MANHOLE TYPICAL DETAIL
NOT TO SCALE
NOTES:
1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY
STEPS OR EQUAL.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
ARE INSTALLED.
3. CASTING TO BE PER DRAWING BR29.
420 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
CONCRETE.
5. ALL JOINTS SHALL BE GROUTED.
6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATINC;
WASSER MC- CONSEAL OR APPROVED EQUAL;
COLOR OF COATING SHALL BE WHITE.
7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE
WITH ASTM C -443.
8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
DIAMETER OF THE LARGEST PIPE.
9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK
ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL.
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE.
1:3:5 MIX p5
CONCRETE }
BLOCKING �1-2% oL 6 "' SIDE OUTLET TEE MIN SLOPE
' SEWER MAIN
6" MIN. HORIZONTAL
CONCRETE BLOCKING AN /J
OF TEE AT MAIN OVER 25 � SEWER MAIN
ELEVATON
- -- 410 TYPI A CIDE SEWER FVA710N
STANDARD SIDE SEWER INSTAL! eTON Z
T
d
d
z
0
6" BUILDING SEWER PIPE
w L' nE
no
6e WAS;! /�;` ?T�
V.F C
o U) O R 11332
``-- OA'41 LANOS
EXPIRES It 3 W
cSL ?,ANS ARE. "AS- BUILT'
vNC 111E INFORMATION SHOWN
4CCURATE! Y REFLECTS EXISTING
MELD CONDITIONS, AS OF THIS
DATE 12fo .�`(
-1 LL LIAM�OLMB ? RG °LS' 133: .
o w`vO Z7 - 281¢
SANITARY SEWER NOTES AND SPECIFICATIONS
1, ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE
STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON AND THE
LATEST EDITION OF THE WSDOT /APWA STANDARDS AND
SPECIFICATIONS.
2, THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE
LIMITED TO 8:30 AM TO 3:.30 PM ON WEEKDAYS UNLESS OTHERWISE
APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277-
6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE
APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE.
THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE
NOTIFIED 24 HOURS IN ADVANCE.
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD
SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION"
PREPARED BY WASHINGTON STATE CHAPTER AMERICAN FPUBLIC WORKS
ASSOCIATION, LATEST EDITION (APWA) AND THE CITY OF RENTON
STANDARD SPECIFICATIONS.
4, ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE
AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE
FRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR
DISTURBANCE.
5. A PRE - CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL
BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION, IT SHALL BE
THE CONTRACTORS 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 CONTRACTORS RESPONSIBILITY TO NOTIFY THE CITY
INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL
CONSTRUCTION.
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THEM MEANS, METHODS
AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS
AND OTHERS ON THE CONSTRUCTION SITE
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY
CONSTRUCTION.
8. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT
SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER
PLANS.
9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE
WHENEVER CONSTRUCTION IS IN PROGRESS.
10./ THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON 14TH AN
AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN
STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR
LICENSED PROFESSIONAL SURVEYOR.
11. 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% 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.
12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING
TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND
MECHANICALLY COMPACTED. 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.
134. DATUM SHALL BE CITY OF RENTON U.S.C. AND G.S.
14, ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR
OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT
FOR THE PREVENTION OF ONSITE EROSION AFTER THE COMPLETION 0-
CONSTRUCTION.
15 ALL PIPE AND APPURTENANCES SHALL BE LAID ON !- PROPERLY
PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 02.3(1) OF
THE CURRENT STATE OF WASHINGTON STANDARD SPECIF,CATIONS FOR
ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY
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 PLACEMENT AND COMPACTION OF REQUIRED BEDDING
MATERIAL TO UNIFORM GARDE SO THAT THE ENTIRE LENGTH OF THE
PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE.
PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE
PIPE.
16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC)
RUBBER GASKETED ASTM 3034, SDR 35, OR DUCTILE !RON CLASS 50.
17, IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES
AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN PAVED AREA,
COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING,
PROPERTY LINE 4S qk 2146A S
FUTURE
BUILDING SEWER
DATUM ELEV
405.00
2 "x 4" STUD SERVICE MARKER PAINT UPPER
TEE WITH 6" SIDE OUTLET PORTION WHITE ANS STENCIL ON SIDE
WORDING "SEWER" WITH 3" HIGH BLACK LETTERS.
AND $6 WIRE WRAPPED AROUND THE STUD AND
TO THE TOP OF THE STUD.
EXTENDED
6" SIDE SEWER AND BUILDING SEWER
S�jUPE
UNLESS
OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
e.�, pF WASk7
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
WHEN DONNE TING NEW SIDE SEWERS TO EXISTING MAIN.
VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, DI PIPE AND CI
PIPE SEWER MAINS ARE TO BE CORE DRILLED
NOTE:
'.°p ll332� ,Cy4
O 2
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY
gtONAL �G1
LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LnWER,
EXPIRES 11/30/00
STANDARD SIDE SEWER INSTALLATION
NOT TO SCALE AVOID CUTTING UNDERGROUND
NOTE:
RECOMMENDED
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USSR
- - - - -- —
nBBLL
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W.
AVOID CUTTING UNOERan- 10 NOTE:
Ui!ITY LINES. IVs COSTLY
RECOMMENDED
Call EXISTING UTILITY LOCATIONS DIM HEREON ARE APPROXIMATE OILY.
FOR APPROVAL G IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO T1E
EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING URDER-
•�_�L GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO --.
By °101r ® Y REPRES"' T`ON Is MADE THAT ALL EXIs"NG UTILITIES ARE SNbIM4 "!
HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
� ®tge NOT SHOWN OR UTILITIES NOT SHOWN N THEIR PROPER LOCAIIOI.4'
BY CALL BEFORE YOU OG` 1 -800- 424 -5556 .
UNDERGROUND SERVICE
tG& W -- �fud� j 1
SCANNED DEC 10 1999 ° i MA
mwomm1h, Of Admhk KIM.
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