HomeMy WebLinkAboutS-340202W
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NOTES:
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1.
STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY
PORTION WHITE ANS STENCIL ON SIDE
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STEPS OR EQUAL.
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UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
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MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
IN ACCORDANCE WITH C -443
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
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STEPS — 3/4" DEFORMED BAR
6.
SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
STEPS SHALL BE INCLUDED
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WITH A HIGH SOLIDS URETHANE COATING;
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OR APPROVED EQUAL.
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8.
CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
DIAMETER OF THE LARGEST PIPE.
MAX. PIPE SIZE — 21" I.D.
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ADAPTOR, KOR —N —SEAL BOOTS OR APPROVED EQUAL.
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1: 3:5 MIX
CONCRETE
BLOCKING
nnirn � BELOW STREET GRADE
24 "x 24" COMM. CLS. CONCRETE
BLOCK POURED AROUND
CONNECTION TO MAIN
NOTES:
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1.
STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY
PORTION WHITE ANS STENCIL ON SIDE
$;2
STEPS OR EQUAL.
3
8
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STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
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CASTING TO BE PER DRAWING BR29.
UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
U
MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
IN ACCORDANCE WITH C -443
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
CONCRETE.
Of
ry
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STEPS — 3/4" DEFORMED BAR
6.
SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
STEPS SHALL BE INCLUDED
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WITH A HIGH SOLIDS URETHANE COATING;
CONCRETE RISER BY PIPE INC.,
='
OR APPROVED EQUAL.
• .•
45'
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WITH ASTM C -443.
8.
CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
DIAMETER OF THE LARGEST PIPE.
MAX. PIPE SIZE — 21" I.D.
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ADAPTOR, KOR —N —SEAL BOOTS OR APPROVED EQUAL.
LADDER —STD. ALUMINUM
OR GALVANIZED STEEL
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
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1: 3:5 MIX
CONCRETE
BLOCKING
nnirn � BELOW STREET GRADE
24 "x 24" COMM. CLS. CONCRETE
BLOCK POURED AROUND
CONNECTION TO MAIN
NOTE:
DO NOT USE WITHOUT WRITTEN
APPROVAL OF THE WASTEWATER
UTILITY.
NOTE:
TO RAISE TO GRADE USE STANDARD 6" SEWER PIPE
LONG 6" 1/8 BEND
STANDARD 6" X MAIN SIZE TEE
12/96 I Edited text. Reformat to 11 °x17 ".
DATE I REVISION
TEE WITH 6" SIDE OUTLET
6" SIDE SEWER AND BUILDING SEWER
h
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE.
�- 6" SIDE OUTLET TEE
SEWER MAIN
6" MIN.
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25
ELEVATION
SEWER MAIN
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SIDE SEWER RISER CONNECTION
TO SEWER MAIN
Y p ADOPTED
C1
T�, CITY OF RENTON
STANDARD PLANS
LST DATE: 12/96
AG
)ODIF DWG. NAME: BR08 SP PAGE: B081
PROPERTY LINE
FUTURE
BUILDING SEWER
MORTAR
FILLET
SEE DRAWING BR29
NOTES:
ADJUSTMENT (4" MIN.)
1.
STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY
PORTION WHITE ANS STENCIL ON SIDE
STEPS OR EQUAL.
CONE
2.
STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
EXTENDED TO THE TOP OF THE STUD.
ARE INSTALLED.
TS
RUBBER GASKETED JOINTS
3.
CASTING TO BE PER DRAWING BR29.
UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
4.
MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
IN ACCORDANCE WITH C -443
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
CONCRETE.
VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND C1
5.
ALL JOINTS SHALL BE GROUTED.
STEPS — 3/4" 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.,
='
OR APPROVED EQUAL.
• .•
45'
7.
RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE
WITH ASTM C -443.
NOTE:
DO NOT USE WITHOUT WRITTEN
APPROVAL OF THE WASTEWATER
UTILITY.
NOTE:
TO RAISE TO GRADE USE STANDARD 6" SEWER PIPE
LONG 6" 1/8 BEND
STANDARD 6" X MAIN SIZE TEE
12/96 I Edited text. Reformat to 11 °x17 ".
DATE I REVISION
TEE WITH 6" SIDE OUTLET
6" SIDE SEWER AND BUILDING SEWER
h
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE.
�- 6" SIDE OUTLET TEE
SEWER MAIN
6" MIN.
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25
ELEVATION
SEWER MAIN
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O
I
SIDE SEWER RISER CONNECTION
TO SEWER MAIN
Y p ADOPTED
C1
T�, CITY OF RENTON
STANDARD PLANS
LST DATE: 12/96
AG
)ODIF DWG. NAME: BR08 SP PAGE: B081
PROPERTY LINE
FUTURE
BUILDING SEWER
MORTAR
FILLET
SEE DRAWING BR29
NOTES:
ADJUSTMENT (4" MIN.)
1.
STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY
PORTION WHITE ANS STENCIL ON SIDE
STEPS OR EQUAL.
CONE
2.
STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
EXTENDED TO THE TOP OF THE STUD.
ARE INSTALLED.
TS
RUBBER GASKETED JOINTS
3.
CASTING TO BE PER DRAWING BR29.
UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
4.
MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
IN ACCORDANCE WITH C -443
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
CONCRETE.
VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND C1
5.
ALL JOINTS SHALL BE GROUTED.
STEPS — 3/4" 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.
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.
MAX. PIPE SIZE — 21" I.D.
9.
CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK
ADAPTOR, KOR —N —SEAL BOOTS OR APPROVED EQUAL.
LADDER —STD. ALUMINUM
OR GALVANIZED STEEL
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
SANITARY MANHOLE TYPICAL DETAIL SANITARY MANHOLE TYPICAL DETAIL
Y p ADOPTED
NOT TO SCALE CITY OF RENTON
4 1
STANDARD PLANS
LST DATE: 12/96
110/17/961 EDITED TEXT DCV AG
3/8/95 JADDED NOTE, EDIT TEXT DCV AG
IIATP I I nY 6PPR'fl DWG. NAME: BR28 SP PAGE: 8071
G� 9% MIN SLOPE
HORIZONTAL
TYPICAL SIDE SEWER ELEVATION
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.
1 10/17/961 Edited note. 1 DCV I AG 1
STANDARD SIDE SEWER INSTALLATION
(SEWER MAIN TO PROPERTY LINE)
Y p ADOPTED
CITY OF RENTON
STANDARD PLANS
LST DATE: 12/96
DWG. NAME: BR39 SP PAGE: B078
LLI
z
2% 4" STUD SERVICE MARKER PAINT UPPER
J
PORTION WHITE ANS STENCIL ON SIDE
WORDING "SEWER" WITH 3" HIGH BLACK LETTERS.
AND #6 WIRE WRAPPED AROUND THE STUD AND
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EXTENDED TO THE TOP OF THE STUD.
°-
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 PIPE AND C1
PIPE SEWER MAINS ARE TO BE CORE DRILLED
G� 9% MIN SLOPE
HORIZONTAL
TYPICAL SIDE SEWER ELEVATION
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.
1 10/17/961 Edited note. 1 DCV I AG 1
STANDARD SIDE SEWER INSTALLATION
(SEWER MAIN TO PROPERTY LINE)
Y p ADOPTED
CITY OF RENTON
STANDARD PLANS
LST DATE: 12/96
DWG. NAME: BR39 SP PAGE: B078
* SEE DWG# HR -05 FOR MINIMUM STANDARDS
TV
2" CLASS 'B'
CENTER LINE OR
LANE LINE
1 1/2- FULL —WIDTH
OVERLAY PER KING
COUTYN STANDARDS
6.5' MIN.
1' 1' 2.5' 1' 1'
MIN (MIN MIN MIN MIN
\ *ACP CLASS `E' OR 'B'
6" CRUSHED
SURFACING TOP COURSE
CRUSHED ROCK,
FLOWABLE FILL
OR
AS REQUIRED BY ENGINEER
TYPICAL PATCH FOR FLEXIBLE
PAVEMENT WHEN PERPENDICULAR TO
ROADWAY CENTERLINE
t; all
before you
ps
I•
1-800-424-5555
UNDERGROUND SERVICE (USA)
AVOID CUTTING UNDERGROUND
UTILITY LINES. IT'S COSTLY
NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER -
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS 'MADE THAT ALL EXISTING UTILITIES ARE SHOWN
HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 1- 800 -424 -5555.
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
D ATE
DATE
DQAIIE
a�.1,
�41,
��
* SEE DWG# HR -05 FOR MINIMUM STANDARDS
TV
2" CLASS 'B'
CENTER LINE OR
LANE LINE
1 1/2- FULL —WIDTH
OVERLAY PER KING
COUTYN STANDARDS
6.5' MIN.
1' 1' 2.5' 1' 1'
MIN (MIN MIN MIN MIN
\ *ACP CLASS `E' OR 'B'
6" CRUSHED
SURFACING TOP COURSE
CRUSHED ROCK,
FLOWABLE FILL
OR
AS REQUIRED BY ENGINEER
TYPICAL PATCH FOR FLEXIBLE
PAVEMENT WHEN PERPENDICULAR TO
ROADWAY CENTERLINE
t; all
before you
ps
I•
1-800-424-5555
UNDERGROUND SERVICE (USA)
AVOID CUTTING UNDERGROUND
UTILITY LINES. IT'S COSTLY
NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER -
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS 'MADE THAT ALL EXISTING UTILITIES ARE SHOWN
HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 1- 800 -424 -5555.
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
D ATE
DATE
DQAIIE