HomeMy WebLinkAboutS-40911200
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--EX. SEWER MAIN
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Ii _.._.._.._.._.._.._.._
PROPERTY LINE
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AS NEEDED)
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-MN.0
EWER STUBFUTURE
4" SIDE SEWER
FSEWESR
'///2"x
4" STUD MARKING POST PAINTED
6" CAPJ WHITE WITH THE WORD "SEWER" STENCILED
TEE X 6" TEE
i i I
N 3" HIGH BLACK LETTERS AND #6 WIRE
SIDEWALK z
WRAPPED AROUND THE STUD AND
i 1 I
EXTENDED TO THE TOP OF THE STUD.
COUPLING (TYP.)
L_J_L_____-___J : Q
k �.J
1
6"X6"X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER
0
(EAST JORDAN IRON WORKS PRODUCT NO. 00367502 OR
APPROVED EQUAL, SPECIFY "SEWER" ON LID),
CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD.
Of
CONCRETE PAD TO BE 8" IN DEPTH.
___-____________________T_J
L_-_J }
BEND AS �� g"
REQUIRED
&EXISTING SANITARY
WER MAIN
--2.0% MIN. SLOPEFUTURE 4" SIDE SEWER
-6' SEWER STUB 6"X6"X6" WYE FUTURE 6"x 4" REDUCER
`SEWER MAIN SIZE X 6" TEE
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO EXISTING SEWER 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 COUPLINGS (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 MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL)
E. LINED MAIN - CONNECTION TO SEWER MAINS THAT HAVE BEEN LINED (CIPP, ETC.); CUT IN A NEW PVC "TEE" USING
"STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
F. HDPE - CORE -DRILLED WITH A ROMAC SADDLE. "INSERTA-TEE" MAY BE USED ON SEWER MAINS 12" DIAMETER OR LARGER.
G. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE
SHALL BE CORE -DRILLED.
3000 PSI MIX /oh �NOJS
CONCRETE ' 1- / pNGaG�\NG
BLOCKING ��
1 �\N / 7,
2G NCR 2% MIN SLOPE
------------
HORIZONTAL
I 6" TEE
6" MIN. SEWER SEWER MAIN
MAIN
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN BETWEEN 25' AND 45' TYPICAL SIDE SEWER
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.
SIDE SEWER STUB STD. PLAN -406.1
.•�• PUBLIC WORKS APPR VED:
DEPARTMENT INSTALLATION GAZ 9/11/2019 1
(SEWER MAIN TO PROPERTY LINE) DATE
BEDDING MATERIAL FOR
SANITARY SEWER PIPE
(SEE NOTE 5)
FOUNDATION LEVEL
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
W (SEE NOTE 7) LIMITS OF PIPE ZONE
1'! Ott
O.D. OF PIPE
6"
BEDDING 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 PER SECTION 9-03.12(3)'
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.
STD. PLAN - 405
PUBLIC WORKS PIPE BEDDING PPR D:
DEPARTMENT FOR SANITARY SEWERS GAZ 9/11/2019 1
P.mmworks Adm .,m r DATE
9
:12
:12 PN
NE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M.
IMPLE HIGHLANDS
BOLTHOLES - 3 PLCS
sNaon raoa� EQUALLY SPACED 120°
rvvaaor isv3 APART ON 23 1/16" (586mm)
DIA B.C. (SEE DETAIL)
RENTON))
rr o�
COVER & FRAME
PLAN VIEW
25" DIA.
1635mrn] 1"
3/4"25mm]
[19mm]
8 3/4" 2 1/2-
E222mm] E64mm]
TYP
COVER SECTION VIEW
26 112' DIA
E673mm]
25 1/4' DIA
[641mm] 1 1/16"
1/4- (6mm) DIA [27mm]
NEOPRENE GASKET
6°
C151 mm]
5/8' 23 3/8" DIA CL OPEN_
E16mm] [594mm]
27 5/16° DIA
E694mm]
34 1/8" DIA
COVER BOTTOM VIEW
(3) BLT SOD. (ALLEN HEAD)
5/8"-11 X 1.5 SS
RUBBER WASHER
BOLTING DETAIL
1/4° 1 1/16,
C6mm] , [27mm]
E3mm]
vB°
CR2mr7
GASKET GROOVE DETAIL
E867mm] 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").
Adw�STD. PLAN - 401
V*R
• PUBLICWORKS PPR D:
DEPARTMENT MANHOLE FRAME AND COVER GAZ 9/11/2019 1 2
-.1 W.I. Aemnimx« DATE
7' 1
B,
NOT TO SCALE
MANHOLE FRAME AND COVER
SEE STD. PLAN 401
ADJUSTMENT RINGS AND MORTAR JOINTS
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.
LADDER -POLYPROPYLENE
SHALL BE ATTACHED TO MANHOLE
MAX. PIPE SIZE - 'E'
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
A'
'B'
'C'
'D'
`E'
48" MH
48"
6" MIN.
5"MIN
24" MIN.
21" 1. D.
54" MH
54"
8" MIN.
5.5" MIN.
24" MIN.
24" I.D.
60" MH
60"
8" MIN.
6" MIN.
42" MIN.
3 0 " 1. D.
NOTES:
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. PLAN 401.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
5. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE PER STD PLAN 106. THE USE OF SHIMS IS PROHIBITED.
6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-SHIELDCOAT 100 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 OF THE INSIDE DIAMETER OF THE LARGEST PIPE.
9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR
APPROVED EQUAL.
10. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE.
IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
11. MANHOLES OVER 20' DEEP SHALL BE A MINIMUM OF 60" IN DIAMETER.
STD. PLAN - 400.1
V14R)
PUBLIC WORKS PRO DEPARTMENT STANDARD SANITARY MANHOLE GAZ 9/11/2019
-1h, DATE
D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 - 7th AVENUE KIRKLAND, WA 98033
O 425 827 3063 F 425 827 2423 F-NO.
FINAL AS-BUILTS COMMENTS 2.28.24
REVISION
W
:12 P
2:12 P
SANITARY SEWER NOTES AND SPECIFICATIONS.-
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
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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.
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J.
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.
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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 CONTRACTORS 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 CONSTRUCT/ON.
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.
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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
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THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED.
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11.
OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED
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B Y THE Cl TY OF REN TON.
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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
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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
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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.
RECESSED
LIFT POCKET
3/4" LETTERING "SEWER"
o � o � o
e SEWER a (2) BOLT SOC. (ALLEN HEAD) -
'REF.
/8" - 11 X 1.5 STAINLESS
o�o�o TEEL
PART #00981177
-
1 -3/16"
8" CLI
10-1/2" ASPHA
5/C ..
1 /4" 12-1/2
1
-T1-1/8„
2-1/4"
CAST IRON RING AND COVER
Not to Scale
FRAME
i,-n„ ninkA== n„
45- (1/8) BEND
DR
DABLE
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
NOTES:
1. 8" AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC.
No. 3698 (PRODUCT NO. 00369803) OR APPROVED EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY.
2. IN UNIMPROVED AREAS, POUR A 8" THICK, 2'-0" SQUARE
CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER.
V'RI
PUBLIC WORKS
DEPARTMENT
2.28.24 YLP SURVEYED:
DESIGNED: YLP
DRAWN:
GLB
CHECKED:
YLP
DATE APPR APPROVE
8" OR 6" CLEANOUT
FOR SANITARY SEWER MAIN
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
STD. PLAN - 403.1
'P ED:
GAZ 9/11/2019 1
aic Works Atlminisham, DATE
:12
%R)
C TY OF
RENTON
Planning/Building/Public Works Dept.
AS -BUILT
NO AS -BUILT INFORMATION ON THIS SHEET.
"I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS
AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS,
ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS,
ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY
ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE.• 212912024."
S-409112
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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DATE:
MAPLE HIGHLANDS 09.05.19
SANITARY SEWER DETAILS PAGE: OOK:
PAGE:
DRAWING
16210 SE 134TH STREET C39
RENTON, SHEET: OF:
WASHINGTON 98059
39 41
DRS PROJECT NO. 17020