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YPE 1 WITH SOLID LID-
IM=385.55' TYPE ;'CATCH BASK-
2" CPP TO EAST! 382.64' IE RIM�389.10'
FF14' DIP TO SOUTHEAST = 387.10' IF
_ PVC TO WE5T = 382.54' IE1 T
OM 3' IN W N SSMH BOTTOM = 286.84I
�011NE 7TH STRE T 387.73 �/ W
� 8" PVC WEST = 377.70' STORM MANACLE
SD SD �' _ SD 8" PVC SOUTH = 377.79' RIM=389.fi('
SD SD SD S D 8" DIP T6 NORTHWEST = 386.70
12" CP(' TO WEST = 383.7' IE
BOTTOM = 382.05'
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PVC EAST 377.27' Q EX. 8. SEWER
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(7,018 SQ. FT)
FFE= 385.00
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Land Planning
•Civil En
4' U f LITY
EP�SEMENT,
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-------___ 15 PER STD. PLAN 403.1
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4 WATER
SEE SHEET WA1
FOUND 5/8" REBAR &
CAP (APS LS #29293)
0.71' EAST FROM
FENCE LINE.
JOB NO.
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.
8. 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 CITY OF RENTON PUBLIC WORK
DEPARTMENT.
12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL
CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON
PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS.
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 PEA GRAVEL 6 INCHES ABOVE AND BELOW 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.
HORIZONTAL GRAPHIC SCALE
20 10 0 10 20
1 inch = 20 ft.
NO.
VERTICAL GRAPHIC SCALE
10 5 0 5 10
1 inch = 10 ft.
REVISION
SURVEYED:
DESIGNED:
H. H. PHAN
DRAWN:
H. H. PHAN
CHECKED:
APPROVED:
SCALE:
1"=20'
RECESSED Not to Scole
LIFT POCKET
FRAM E
o 3/4" LETTERING 'SEWER' 2'-4. DIAMETER 2'-0"
SEWER (2) BOLT SOC. (ALN HEAD)
5/5' - 11 ,5 AINLESS
--
[� E� ST4�131S�77
RE
T
8" CLd55 "6" SAND OR
ASPHALT EXPANDA3LFI
FOAM
T1 1/a
2-1/4- 1 30LT DETAIL
45' (1/8) BEND
3.�-�I
ti
4
PS
[
- - 4)�
11"
12-1/4" �4
CAST IR N RING N R PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
45- (1/8) BEND
MOTES:
1. B" AND W' CLEAN -OUT RINGS AND COVENS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC.
No. 369E (PRODUCT NO. 00369803) OR APPROVED EQUAL ❑.E-AN OUT SHALL 3E A WATER TIGHT ASSEMBLY.
2- IN UNIMPROVED AREAS, POUR A ' -O' THICK, 7-0' SQUARE
CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER,
STD. PLAN - 403.1
= PUBLIC WORKS
IR
8" OR 6" CLEANOUT
DEPARTMENT
FOR SANITARY SEWER MAINVAMOF
gmplm&_ r
ONEINCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
AS -BUILT
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
Know what's below.
Call before you dig.
CITY OF
"N RENTON
Planning/Building/Public Works Dept.
EX. SEWER MAIN
I i ;
_ PROPERTY UNE
•~.
.-••_••-
OIL (U-
�r SPOOL (LENGTH AS NEEDED) i
6" SEV'F.R STUBS i FUTURE �" WE Si%ER
J/ 2"K 4" STUD MARKING POST PAINTER
SEWER MAIN TEE X 6" TEE I 6- CAP I µRITE "TH THE WORD 'SEWS' STENCILED
IN a" HIGH BLACK LETTERS AHD fe WRE
WRAPPED AROUND THE STUD AND
EXTENDED TO THE TOP OF THE STUD.
P [TYP.]
kf.J
I
6'X0'X5' SURFACE allANOUT WFRI CAST RON RINC AND COVER
� I {EAST JORDAN IRON WOWS PRODUCT M. 00367502 OR
• APPROVED EQUAL, s"Ea Fr'sE W ON LiD ,
8 I {SEE 5'0, PLAN 4031 FOR INSTALLATION;
I
__ -
-- __T W FACILE THREADED CLEAN-OU- ADAPTER HUB
BEND AS IN, PLUG (OR APPROVED COUAL)
REQUIRED
SnN6 SANITARY
SEWER MAIN px IN.
y!l
FUTURE 4' SIDE SEWER
16" SEWER STUB 6'x6'xv WYE kNTJRE 6"x 4" REDUCER
SEWER MAIN SYE x 6" TEE
AQCI-KA8 f, PRO CONNEC11ONS TO EXISTING SEWER MAIN
A M7RINED CLAY MAIN - CUT IN A NEW PVC 'TEE' USING 'STRONG -BACK FLEXIBLE COUPLINGS (FERNCO OR APPROVED EDVAL).
B. CONCRETE MAIM - CUT 1H A NEW PYC 'TEE' USING 'STRONG -RACK' FULMELE COUPUN13S (FERHCO OR APPROVED EQUAL).
L PVC & C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE-ORLLED WITH A ROMAC SADDLE
(OR APPROVED EauAL).
D. DUCTILE IRON MAIN - CORE -DRILLED TMTH A ROMAO SADDLE (OR APPROVED EDUAL)
E MANHOLE CONNECTON - hLL ALL BCOE EIECTpNS E-GRILL IMANHOLES ENIALL RE AT NANUFACRIREO KNOCK -OUTS CR 7HE 61RIJCTURE
SHCORLED.
/
3000 PSI MIX _NS
CONCRETE /
/ y5 y�Y,
BLOCKINGac
' -C �% MMi ;COPE
( HORIZONTAL
6" TEE
'
6" MIN. MMAINER SEWER MAIN
IYR CAI_ SIDE SEWER
OF TEE AT MAIN BETWEEN 25' AND 45'
NO UNLESS OTHFRIMSE SHOWN ON PLAN, SLOE EF-KR SHALL HAVE A MINIVUM 2.5' COWER AT PROPERTY LINE OR 3 5'
LOWER 714AN THE LOWEST HOUSE ELEVATION. WHICHEVER IS LOWER
STANDARD SIDE SEWER
STD. PLAN •406.1
fee
PUBLIC
DEPARTMENTMENT
INSTALLATION
(SEWER MAIN TO PROPERTY LINE)
_.. --EX. SEWER MAIN
PROPERTY LINE
(SPOOL (LENGTH AS NEEDED)
I
o J'-0"
�
6" SEWER STUBS -,^ I FUTURE 4' SIDE SEWER
I ` 2"x 4" STUD MARKING POST PAINTED
`SEWER MAIN TEE X 6" TEE 8' CAP J WHITE WATT THE WORD 'SEWER' STENCILED
IN 3" HIGH BLACK LETTERS AND /6 WIRE
i I WRAPPED AROUND THE STUD AND
` 7 EXTENDED TO THE TOP OF THE STUD.
`COUPUNC (TIP.) i
1
! 6'X6'X6' SURFACE CLEANOUT WITH CAST IRON RING AND COVER
( (EAST JORDAN IRON WORKS PRODUCT NO. 00367502 OR
APPROVED EQUAL. SPECIFY 'SEWER- ON LID),
(SEE STD. PLAN 403.1 FOR INSTALLATION)
i
I
------------------------� ----------- -J
_j JM EAGLE THREADED CLEAN -OUT ADAPTER HUB
BEND AS PLUG (OR APPROVED EQUAL)
REQUIRED
EXISTING SANITARY
SEWER MAIN -.--2 0% M.
\
\ ` FUTURE 4- SIDE SEWER
�6" `6'X6'X6'
SEWER STUB WYE
FUTURE 6"a 4" REDUCER
SEWER MAIN SIZE X 6" TEE
A RT R F PROCFD I FS FOR AID EWER CONN IlONS TO EXISTING iF1YER MAIN
A. VITRIFIED CLAY MAIN - CUT IN A NEW PVC 'TEE' USING 'STRONG -BACK' FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
B. CONCRETE MAIN - CUT IN A NEW PVC 'TEE' USING 'STRONG -BACK' FLEXIBLE COUPUNGS (FERNCO OR APPROVED EQUAL).
C. PVC & C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE
(OR APPROVED EQUAL).
D. DUCTILE IRON MAN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL)
E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE
SHALL BE CORE -DRILLED.
3000 PSI MIX /Vy
CONCRETE } i NAl
BLOCKING .?� 15 /�T,y.� SV
/' 1C�
27E MIN %OPE
HORIZONTAL
6" TEE
/1
6" M,N. SEWER M<SEWER MAIN
AIN
CONCRETEBLOCK . AN . F
OF TEE AT MAN BETWEEN 25_m.AL TYPICAL SIDE SFWER
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
STD. PLAN -406.1
Ar vTo
• PUBLIC WORKS
DEPARTMENT
INSTALLATION
(SEWER MAIN TO PROPERTY LINE)40
S-416201 R-416205
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CENTRAL ISLAND SHORT PLAT
3413 NE 7TH STREET
RENTON, WA 98056
SEWER PLAN AND PROFILE
AND DETAILS
DATE:
8-15-2021
FIELDBOOK:
PAGE:
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