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24"x 24" COMM. CLS. CONCRETE
BLOCK POURED AROUND
CONNECTION TO MAIN -,
COVER 6' BELOW STREET GRADE
- 6" PI UG
6" ON 6" Y BRANCH
SW 1/4 OF THE NE
1/4
SEC. 10,
TWN. 23N., RGE 5 E., W.M.
CITY
OF
RENTON,
WASHINGTON
NOTE:
DO NOT USE WITHOUT WRITTEN
APPROVAL OF THE WASTEWATER
U TI LI TY.
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"x17".
DATE 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 - - - --
1: 3: 5 MIX
CONCRETE
BLOCKING
SIDE SEWER RISER CONNECTION
TO SEWER MAIN
R00N_
ADOPTED
"v OF RENTON
IN STANDARD PLANS
LST DATE: 12/96
AG 'PR'D DWG. NAME: BRO8 SP PAGE: B081
PROPERTY LINE
•
MORTAR
FILLET
10
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
NOT TO SCALE
FUTURE
BUILDING SEWER
0 Li
W � ff ff
z� 2 x 4 STUD SERVICE MARKER PAINT UPPER
-' PORTION WHITE ANS STENCIL ;ON SIDE
WORDING "SEWER" WITH 3" I „GH BLACK LETTERS.
AND #6 WIRE WRAPPED AROUND THE STUD AND
o EXTENDED TO THE TOP OF THE STUD.
tY
CL UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
WHEN CONNECTIN(; NEW SIDL SEWERS TO EXISTING MAIN.
VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND U1
PIPE SEWER MAINS ARE TO BE CORE DRILLED
DF
I \— 6" SIDE OUTLET TEE
SEWER MAIN
Z
EWER MAIN
6" MIN.
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION
ELEVATION
NOTE:
UNLESS OTHERWISE SHOWN 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.
10/17/96 Edited note. DCV AG
DATE REVISION BY APP
STANDARD SIDE SEWER INSTALLATION
(SEWER MAIN TO PROPERTY LINE)
�� Y O ADOPTED
C) CITY OF RENTON
taw +
R T.
STANDARD PLANS
ka
�� N �� LST DATE: 12/96
L)WG. NAME: RR39 SP PAGE: B078
10/17 96 EDITED _TEXT
3/8/95 IADDFD NOTE, EDIT TEXT
1' 1' 2.5' 1' 1' [_ N.T.S.
MIN IMIN MIN MINI MIN
2" CLAS
*2"
CLA
CLA
I- 6.5 MIN. -i
2" DEPTH OF
GRIND OR SAWCUT AND REMOVE
* SEE DWG# HR-(,5 FCR !1NIMUM STANDARDS
•
Call
before you
Dj g.
1-800-424-5555
AVOID U:'TTING UNDERGROUND
UTILITY LINES. IT'S COSTLY
SANITARY MANHOLE TYPICAL DETAIL
Y p ADOPTED
U CITY OF RENTON
STANDARD PLANS
�F N O� LST DATE: 12/96
EDWG. NAME: BR28 SP PAGE: B071
1 1/2" FULL -WIDTH
OVERLAY PER KING
COUTYN STANDARDS
6.5' MIN.
11 1' 2. s' 1 ' 1 '
MIN IMIN MINIMINIMIN
OF CURB OR
OF PAVEMENT
*
2" CLASS 7'B'ACP CLASS 'E' OR 'B'
2" CLASS
6" CRUSHED
SURFACING TOP COURSE
;ENTER LINE OR
.ANE LINE CRU HE.D ROCK,
FLOWABLE FILL
OR
AS REQUIRED BY ENGINEER
F EXPIRES 11/30/08
TYPICAL PATCH FOR FLEXIBLE
PAVEMENT WHEN PERPENDICULAR TO
ROADWAY CENTERLINE
RECOMMENDED CHECKED FOR COMPLIANCE
FOR APPROVAL TO CITY STANDARDS
BY DATE
BY DATE
By 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 10 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 PRO?ER LOCATION.
CALL BEFORE YOU DIG: 1- _�00-424-5555
UNDERGROUND SERVICE (USA)
S 4
;YL 2 210t