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24"x 24" COMM. CLS. CONCRETE
BLOCK POURED AROUND
CONNECTION TO MAIN
"ram BELOW STREET GRADE-
6" ON 6" Y BRANCH
SW 1/4 OF THE NE
1/4
SEC. 10,
TWN. 23N., RGE 5 E.,
IT`S
OF
RENTON,
WASHINGTON
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 BENI)
STANDARD 6" X MAIN SIZE TEE
SEWER MAIN
12/96 I Edited text. Reformat to 11"x17".
DATE T— 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 tKh
CONCRETE -}-
BLOCKING
6" SIDE OUTLET TEE
SEWPR MAIN
6" MIN.
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25
ELEVATION
L SEWER MAIN
SIDE SEWER RISER CONNECTION
TO SEWER MAIN
�_Y p ADOPTED
/� ""v OF RENTON
j STANDARD 'LAMS
LST DATE: 12/96
AG
PR'D DWG. NAME: BRO8 SP PAGE: 8081
MORTAR
FILLET
6>
W.M.
MANHOLE FRAME AND COVER
SEE DRAWING BR29
ADJUSTMENT (4" MIN.)
CONE
RUBBER GASKETED JOINTS
IN ACCORDANCE WITH ASTM C-443
STEPS — 3/4" DEFORMED BAR
STEPS SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL.
MAX. PIPE SIZE — 21" I.D.
LADDER —STD. ALUMINUM
OR GALVANIZED STEEL
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
SANITARY MANHOLE TYPICAL H TAI!
NOT TO SCALE
PROPERTY LINE
z
—r
6'-0„
FUTURE
I
BUILDING SEWER
n _
� f) 1 ,
_
L1J
z
2 x 4 STUD SERVICE MARKER PAINT UPPER
-J
PORTION WHITE ANS STENCIL ON SIDE
WORDING "SEWER" WITH 3" ; „GH BLACK LETTERS.
AND #6 WIRE WRAPPED AROUND THE STUD AND
o
EXTENDED TO THE TOP OF THE STUD.
lY
n
UNLESS OTHE?b1/ISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
WHEN CONNECTIN(, NEW SIDr 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
NOTE:
UNLESS OTHERWISE SHOWf ' ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY
LINE OR 3-5' LOWER TH ' N THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
10/17/961 Edited note.
DATE
REVISION
STANDARD SIDE SEWER INSTALLATION
(SEWER MAIN TO PROPERTY I TNE)
ADOPTED
T CITY OF RENTON
M
STANDARD PLANS
LST DATE: 12/96
L)WG. NAML': RR39 SP PAGE: B078
10/17/96 1 EDITED TEXT
3/8/95 ADDED NOTE, EDIT TEXT
DATE I REVISION
NOTES:
1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY
STEPS OR EQUAL.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
ARE INSTALLED.
3. CASTING TO BE PER DRAWING BR29.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
CONCRETE.
5. ALL JOINTS SHALL BE GROUTED.
6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATING;
WASSER MC—CONSEAL 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.
9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK
ADAPTOR, KOR—N—SEAL BOOTS OR APPROVED EQUAL.
SANITARY MANHOLE TYPICAL DETAIL
Y p ADOPTED
v CITY OF RENTON
♦, a
STANDARD PLANS
LST DATE: 12/96
EAAG
G
PPR'D DWG. NAME: BR28 SP PAGE. B071
1' 1' 2.5' 1' 1' N.T.S.
MIN IMIN MIN MINI MIN
J
2" CLASS 'B' .. FACE OF CURB OR
EDGE OF PAVEMENT
* SEE DWG# HR--',_j FCR :11NIMUM STANDARDS
44 _
2" CLASS 'B'
CENTER LINE OR
LANE LINE
1 1/2" FULL -WIDTH
OVERLAY PER KING
COUTYN STANDARDS
6.5' MIN.
1V 1— 2. 5' 1 1' V
MIN MINI MIN IMIN MIN
\*ACP CLASS 'E' OR 'B'
6" CRUSHED
SURFACING TOP COURSE
CRU '."En ROCK,
FLOWABLE FILL
OR
AS REQUIRED BY ENGINEER
TYPICAL PATCH FOR FLEXIBLE
PAVEMENT WHEN PERPENDICULAR TO
ROADWAY CENTERLINE
RECOMMENDED
FOR APPROVAL
BY
BY
BY
Cali
bef ore you
DIg.
1-800-42 4-5555
AVOIb �,:'TTING UNDERGROUND
UTILITY• LINES. IT'S COSTLY
SKU PE
oy WA
- y 70
4')
11332
SIONAL
EXPIRES 11/30/08
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
DATE
DATE
DATE
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 1`0 COMMENCING CONSTF;UCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
NOT SHOWN OR UTILITIES NOT SHOWN IPA THEIR PRO?ER LOCATION.
CALL BEFORE YOU DIG: 1- _,00-424-5555
UNDERGROUND SERVICE (USA)
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