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BE ACCOMPLISHED BY MEANS
OF A WYE AND
A PORTION OF SE
SANITARY SEWER NOTES & SPECIFICATIONS
1/4 OF SEC 3, TWP 23
N, RGE 5
E, W.M., CITY OF RENTON, KING COUNTY,
PROPERTY LINE
WASHINGTON
4" CLEANOUT WYE WITH
45' BEND AND PLUG.
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICA-
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54"
TIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE
5.5" MIN.
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s' -Q"
60" MH
60"
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6" MIN.
WSDOT /APWA STANDARDS AND SPECIFICATIONS.
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6" BUILDING SEWER PIPE
BUILDING SEWER
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2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8:30 AM TO
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3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF
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PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND
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2 "x 4" STUD SERVICE MARKER PAINT UPPER
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911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE.
TEE WITH 6" SIDE OUTLETI
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PORTION WHITE ANS STENCIL ON SIDE
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3 ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUN-
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WORDING "SEWER" WITH 3" HIGH BLACK LETTERS.
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ALL 90' TURNS
SHALL -
BE ACCOMPLISHED BY MEANS
OF A WYE AND
45' BEND.
TWO 45' BENDS
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two
5 "MIN
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5.5" MIN.
24" MIN.
of
60" MH
60"
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ALL 90' TURNS
SHALL -
BE ACCOMPLISHED BY MEANS
OF A WYE AND
45' BEND.
TWO 45' BENDS
SHALL NOT
BE ACCEPTABLE.
6" MIN.
5 "MIN
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5.5" MIN.
24" MIN.
030I.D.
60" MH
60"
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6" MIN.
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HOUSE
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ICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERI- I w AND #6 WIRE WRAPPED AROUND THE STUD AND -i 3I -0" MIN.
CAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND THE CITY OF RENTON STAN- 6" SIDE SEWER AND BUILDING SEWER EXTENDED TO THE TOP OF THE STUD. _
DARD SPECIFICATIONS. BEND AS REQUIRED 4" SEWER PIPE
UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST (gNO MORE THAN 45' BEND). 4" SURFACE d' (TYPICAL)
4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS - EVERY 2ND CHANGE IN 4" SEWER PIPE, SEE NOTES 2 AND 3.
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CLEANOUT -
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. DIRECTION R RA
CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO 0 GRADE WILL 4Y1'E 4" TEST TEE WITH MINIMUM LINE SIZE FOR OTHER THAN
AVOID DAMAGE OR DISTURBANCE. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND Cl REQUIRE A SURFACE PLUG FACE UP SINGLE FAMILY 1S 6"
60" ALLOWABLE MAX. CLEANOUT WYE.
PIPE SEWER MAINS ARE TO BE CORE DRILLED 4" CLEANOUT (TYPICAL)
5. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO FOR CAST IRON PIPE I PROPERTY LINE WYE WITH PLUG PROPERTY LINE
STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SEC- OR DUCTILE IRON PIPE.
URE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE J� `o L- `a `O `O
1:3:5 MIX p<`'> i \,�O G 6' MIN. o co 6 "x 4" REDUCER o
ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CON- 3t �N z z z z
TRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF CONCRETE �P+ 25 �NG�000� N Z N (TYPICAL) Z col
BONTRA TO ALL CONSTRUCTION. V,�N i ppP�"OgE ' -w MAIN SEWER LINE 57< I .. w w ��'
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CON- GOB 27 MIN SLOPE -L
STRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. HORIZONTAL TYPICAL BUILDING SEWER INSTALLATION PLAN
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY 6" SIDE OUTLET TEE
OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. SEWER MAIN SEWER MAIN
6" MW, z IF THE BUILDING SEWER SERVES ANY FIXTURE
8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRE- CONCRETE BLOCKING ANGLE z < HAVING FLOOD LEVEL RIMS LOCATED BELOW THE
CEDENCE OVER ALL OTHER PLANS, OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION ° ELEVATION OF THE NEXT UPSTREAM MANHOLE "COVER
ca OF THE PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION
9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION ELEVATION o o DEVICE SHALL BE INSTALLED EQUAL TO TYPER 2 -84.
IS IN PROGRESS. NOTE:
10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY 03
THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER, Z - 4" SOIL PIPE
4" CALDER COUPLING a - o
PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. z o' OR EQUAL TO FIT o: 1 4" CALDER COUPLING
SIDE SEWER CONNECTION I OR EQUAL TO FIT
11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A °
SURFACE CLEANOUT
LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING w in ? SURFACE CLEANOUT
EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EX- NOT TO SCALE m 4 "x 4'x4" WYE °
26 -3/8" -I 4 "x 4"x4" WYE
TEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE 4 PIPING m
TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 25 -1/4'" PLAN 4" PIPING
12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES OF EXISTING TRAVELED ROADWAY SHALL 24„ BUILDING DRAIN 4 "x 4 "x 4" TEST TEE
FOR 5/8 " -11 N.C. x 1 -1/4' t" FOR LOW HOUSE
BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE A r ° w FACE UP AND PLUGGED
S.S. SOO. HD. CAP SCREW (3 REQ'D.) i m
EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMP- 8 1O� 4" NIPPLE
ORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTI N. A 1/2" TYP. TYP. NON -SKID PATTERN I w o"
PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY poop NOTES: Jw rn ! -6 "x 4" REDUCER
OF RENTON CURRENT STANDARDS. A p°0 }o B _?I 1-1/4" I = 0 6" COUPLING TO FIT
p -060 L 1. Prior to installation of a sanitary sewer connection, F I- z END 6" PIPE
13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. 1 -7/8" TYP. 23 -1/4" 3/4" a side -sewer permit must be purchased from the City of o: o
Renton Public Works Department. w I z REMOVE 2 "x4" STUD AND CAP OR PLUG
14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE 0� m ON END OR EXISTING 6" SEWER PIPE.
2. Types of e and fittings that can be used for sanitary -1 4° m o
SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE 33 / sewers shall be approved by the Department of Public Works. a I AND INSTALL BUILDING SEWER COUPLINGS,
COMPLETION OF CONSTRUCTION. 2" RAISED LETTERS AS Rubber or neoprene gaskets as specified by the manufacturer, <o REDUCER, TEES, AND BENDS AS REQUIRED.
REO'D. SEE NOTE No.3 BELOW SECTION A -A shall be used on joints.
15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN UNDERSIDE SHOWN FOR CLARITY 3. A minimum grade of 29 (1/4" per foot) must be PROPERTY LINE
ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD maintained with 4" pipe. In the event a 27 grade w -- -SEE SIDE SEWER DETAIL
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY 3/4" CORE (TYP.) ON 23" B.C. cannot be maintained. The owner must grant a Z
LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL DRILL AND TAP 5/8 " -11 N.C. 1 -1 2" CORE TYP. LOCKING rode release to the City and then can install o=� 6" PIPING TO 6' -0"
/ ( ) (LOCKING) e at a grade of L > w BEYOND PROPERTY LINE
AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO ON 23" B.C.(TYP. 3 PL.) 5/8" 3/5" 1 -3/8" $" PP g z� u' SIDE OUTLET TEE
THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UN- FRAME LOCKING) COVER (LOCKING). 2" 4, For inspection of side sewer, call 24 hours a w w in advance, 277 -5570. Site must be read for ins ection d o SEE NOTE 6 SEWER MAIN
YIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. T _ y P
NOTES. and representative on site when inspector o m
16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE PVC RUBBER GASKETED ASTM i" SEAT - - arrives at appointed time. Side sewer and stub a PLAN
( ) 1. ALL COVERS SHALL BE LOCKING LID PER OLYMPIC FOUNDRY -11-2-1/2" shall be tested per City specifications. BUILDING SEWER
D 3034, SDR 35, OR DUCTILE IRON CLASS 50. No. MH 30 D/T OR EQUAL. Make the connection at the house. Do not backfll INSTALLATION
2. USE FRAME AND COVER FOR STORM SPECIFY 'DRAIN" ON COVER), 25" the ditch until approval is given by the inspector.
17. IN UNIMPROVED AREAS, MANHOLES TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18 INCH SANITARY SPECIFY "SEWER"), OR WATER SPECIFY "WATER"). ) Final approval will be granted after the existing
() ( )
ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO SECTION B -B septic tank has been pumped out and filled with sand.
MATCH PAVING. 5. Install side sewer with 2' minimum cover. 18"
cover is allowed at the house if outlet is shallow
3/4" SQUARES SPACED - 3/4"
AS INDICATED - HT. 1/8"
/2"
RAISE-1/2"
WIDE BORDER
PE MATERIAL AS SPECIFIEI
Y THE ENGINEER
CAST IRON RING AND COVER I�
NOTE:
IN UNIMPROVED AREAS POUR V -0" THICK L
2' -0" SQUARE CONCRETE, CLASS 3000, PAD AROUND
RING AND COVER.
IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING
AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36.
6" OR 8" CLEAN- OUT
NOT TO SCALE
CONCRETE
CLASS 3000
3/4"
PLUG TO BE SEALED
IN SAME MANNER AS
MAIN SEWER JOINTS.
MORTAR
FILLET
MANHOLE FRAME AND COVER
NOT TO SCALE
MANHOLE FRAME AND COVER
SEE DRAWING BR29 NOTES:
ADJUSTMENT (4" MIN.) 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY
STEPS OR EQUAL.
CONE 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
ARE INSTALLED.
RUBBER GASKETED JOINTS 3. CASTING TO BE PER DRAWING BR29.
IN ACCORDANCE WITH ASTM C -443 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
CONCRETE.
5. ALL JOINTS SHALL BE GROUTED.
STEPS - 314" DEFORMED BAR 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
STEPS SHALL BE INCLUDED SURFACES, INCLUDING CHANNELING, COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATING;
CONCRETE RISER BY PIPE INC., WASSER MC- CONSEAL OR APPROVED EQUAL;
OR APPROVED EQUAL. COLOR OF COATING SHALL BE WHITE.
MAX. PIPE SIZE - 'E'
LADDER -STD. ALUMINUM
OR GALVANIZED STEEL
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
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.
.ITARY SEWER MANHOLE (TYPICAL)
NOT TO SCALE
AS -BUILT CERTIFICATION:
I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS
OF THE SANITARY SEWER LINES SHOWN HEREON ARE THE RESULT
OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION.
THE ABOVE CERTIFICATE IS BASED UPON WORK PERFORMED IN
ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY
PRACTIC WE MAKE 0 OTHER WARRANTY EITHER EXPRESSED
OR IM D. ������,,
G Y S S, L.S.LNO 31667 L
DATE: /0 -4/_13S
6. If side sewer stub is not available. The owner shall
be responsible for its installation. The side sewer
shall be a minimum of 6" in size. If tee is not
available, the main sewer line must be tapped
thru a cast iron saddle. All work within
street right -of -way shall be done by a licensed
and bonded contractor.
7. All work shall be accomplished in accordance
with the Washington Industrial Safety and
Health Act. (WISHA)
8, All trench restoration for side sewers in the public
right -of -way shall conform to the most current trench
restoration requirements as shown on dwg. #HR -23.
9. All building sewer and side sewers shall have
bedding in accordance with drawing BW18C or
BR09 as applicable.
10. There shall be a minimum 10 foot horizontal seperation
between sanitary side sewers and water services and a
minimum 5 foot horizontal seperation between sanitary side
sewers and gU other utilities.
STEEL 24"
CASING
SIDE SEWER
INSTALLATION PLAN
NOT TO SCALE
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Date
Date
Date
PIPE CASING SEAL
CASING SPACER 1/2" CLEARANCE -I
BETWEEN STEEL CASING
AND END OF BELL OF
D.I. PIPE
FOR APPROVAL
BY
BY
BY
Call 2 Working Daya Before You Dig
1- 800 - 424 -5555
Utilities Underground Location Center
(ID,Mr,ND,OR,WA)
NOTES:
G'2I'OS *;CASING BE FILLED
CASING
SIZE AND MINIMUM DIAMETER OF CASING SHALL BE AS SHOWN ON THE
DRAWINGS. HOWEVER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR
,��OF ASyt SELECTING THE THICKNESS CONSISTENT WITH THEIR OPERATION.
F� CASING SEAL
°j PIPE
L 24" DIAMETER MINIMUM 3/16" THICK, SHEEP TYPE SYNTHETIC RUBBER WITH STAINLESS
NG STEEL BANDS.
31667
REGJSTEF ') SPACER - DEPTH PER APPLICABLE CPY /STATE REQUIREMENTS
�oNAL LACP
E%PIRES 9 /13/2007 SECTION FOR STEEL ENCASEMENT
NOT TO SCALE
aR: R,- -5aaf0 s- 3iSaa(=,
REVISIONS
'A'
1 'B'
'C'
'D'
1
48" MH
48"
6" MIN.
5 "MIN
24" MIN.
54" MH
54"
8" MIN.
5.5" MIN.
24" MIN.
030I.D.
60" MH
60"
8" MIN,
6" MIN.
42" MIN.
.ITARY SEWER MANHOLE (TYPICAL)
NOT TO SCALE
AS -BUILT CERTIFICATION:
I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS
OF THE SANITARY SEWER LINES SHOWN HEREON ARE THE RESULT
OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION.
THE ABOVE CERTIFICATE IS BASED UPON WORK PERFORMED IN
ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY
PRACTIC WE MAKE 0 OTHER WARRANTY EITHER EXPRESSED
OR IM D. ������,,
G Y S S, L.S.LNO 31667 L
DATE: /0 -4/_13S
6. If side sewer stub is not available. The owner shall
be responsible for its installation. The side sewer
shall be a minimum of 6" in size. If tee is not
available, the main sewer line must be tapped
thru a cast iron saddle. All work within
street right -of -way shall be done by a licensed
and bonded contractor.
7. All work shall be accomplished in accordance
with the Washington Industrial Safety and
Health Act. (WISHA)
8, All trench restoration for side sewers in the public
right -of -way shall conform to the most current trench
restoration requirements as shown on dwg. #HR -23.
9. All building sewer and side sewers shall have
bedding in accordance with drawing BW18C or
BR09 as applicable.
10. There shall be a minimum 10 foot horizontal seperation
between sanitary side sewers and water services and a
minimum 5 foot horizontal seperation between sanitary side
sewers and gU other utilities.
STEEL 24"
CASING
SIDE SEWER
INSTALLATION PLAN
NOT TO SCALE
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Date
Date
Date
PIPE CASING SEAL
CASING SPACER 1/2" CLEARANCE -I
BETWEEN STEEL CASING
AND END OF BELL OF
D.I. PIPE
FOR APPROVAL
BY
BY
BY
Call 2 Working Daya Before You Dig
1- 800 - 424 -5555
Utilities Underground Location Center
(ID,Mr,ND,OR,WA)
NOTES:
G'2I'OS *;CASING BE FILLED
CASING
SIZE AND MINIMUM DIAMETER OF CASING SHALL BE AS SHOWN ON THE
DRAWINGS. HOWEVER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR
,��OF ASyt SELECTING THE THICKNESS CONSISTENT WITH THEIR OPERATION.
F� CASING SEAL
°j PIPE
L 24" DIAMETER MINIMUM 3/16" THICK, SHEEP TYPE SYNTHETIC RUBBER WITH STAINLESS
NG STEEL BANDS.
31667
REGJSTEF ') SPACER - DEPTH PER APPLICABLE CPY /STATE REQUIREMENTS
�oNAL LACP
E%PIRES 9 /13/2007 SECTION FOR STEEL ENCASEMENT
NOT TO SCALE
aR: R,- -5aaf0 s- 3iSaa(=,
REVISIONS
NO,
DESCRIPTION /OATEIO
BY
1
COMMENTS 1/123/04
Me!
2
COMMENTS 5 -5 -04
ESM
N� E
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JOB NO.: 1062 - 001 - :003
DWG. NAME: AS -D1 -01
DESIGNED BY:
SJW
DRAWN BY:
WR
CHECKED BY: GSL -JK
DATE: 12/1/03
DATE OF
PRINT, 10 -21 QI
DT-01:
9 OF 9 SHPTS
SCANNED OCT E 8