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PORTION OF THE N.E. 1/4, OF SEC. 15, TWN 23 N., RGE 5 E., W.M.
CITY OF RENTON, WASHINGTON
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24"x 24" COMM. CLS. CONCRETE
BLOCK POURED AROUND
CONNECTION TO MAIN
nn irn BELOW STREET GRADE
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
SEWER MAIN
12/96 Edited text. Reformat to 11"x'
DATE I REVISION
6" BUILDING SEWER PIPE
TEE WITH 6" SIDE OUTLET
6" SIDE SEWER AND BUILDING SEWER
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE.
1:3:5 MIX
CONCRETE
BLOCKING
6" SIDE OUTLET TEE
SEWER MAIN
6" MIN.
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25
ELEVATION
L SEWER MAIN
SIDE SEWER RISER CONNECTION
TO SEWER MAIN
p ADOPTED
U \� CITY OF RENTON
STANDARD PLANS
F N O LST DATE: 12/96
G
DCA
DC A AG DWG. NAME: BR08 SP PAGE: B081
MORTAR
FILLET
ill
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.
4.
MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
IN ACCORDANCE WITH ASTM C-443
CONCRETE.
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
PROPERTY LINE
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6'-0"
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( FUTURE
`
I BUILDING SEWER
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2 x 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.
O
ry
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
TYPICAL SIDE SEWER ELEVATION
�E
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.
10/17/961 Edited note.
DATE I REVISION
DCV I AG
BY APPR
STANDARD SIDE SEWER INSTALLATION
(SEWER MAIN TO PROPERTY LINE)
Y�o ADOPTED
CITY OF RENTON
.i A
Sj R STANDARD PLANS
O LST DATE: 12/96
DWG. NAME: BR39 SP PAGE: B078
NOT TO SCALE
2" CLASS 'B'
*2" TO 6"
CLASS 'E'
OR
CLASS 'B'
10/17/96 EDITED TEXT
3/8/95 JADDED NOTE, EDIT TEXT
DATE I REVISION
1' 1' 2.5' 1' 1' N.T.S.
IMIN IN MIN MIN MIN
� I
6.5' MIN. -�
2" DEPTH OF
GRIND OR SAWCUT AND REMOVE
* SEE DWG# HR-05 FOR MINIMUM STANDARDS
SAw
SANITARY MANHOLE TYPICAL DETAIL
4si
ADOPTED
CITY OF RENTON
♦♦
j�� STANDARD PLANS
F N O LST DATE: 12/96
DCV AG
G DCV A
Dc A AG DWG. NAME: BR28 SP PAGE: B071
FACE OF CURB OR
Fnr_P nF' P A VCAAPKIT
2" CLASS 'B'
CENTER LINE OR
LANE LINE
1 1 /2" FULL -WIDTH
OVERLAY PER KING
COUTYN STANDARDS
6.5 MIN. �
MIN IMIN MIN I 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
Call
before you
D1 g.
1-800-424-5555
UNDERGROUND SERVICE (USA)
AVOID CUTTING UNDERGROUND
UTILITY LINES. IT'S COSTLY
RECOMMENDED
FOR APPROVAL
BY
BY
BY
11332
SjONAL
EXPIRES
11/30/08
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
DATE
DATE
DATE