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24 "x 24" COMM. CLS. CONCRETE
BLOCK POURED AROUND
CONNECTION TO MAIN
?ELOW STREET GRADE
MANHOLE FRAME AND COVER
6' SEE DRAWING BR29 NOTES:
12" MAX. 25" - ADJUSTMENT (4" MIN.) 1. STEPS TO BE 3/4 0 DEFORMED BAR GALVANIZED SAFETY
STEPS OR EQUAL.
6" ON 6" Y BRANCH CONE 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
NOTE: 21" ARE INSTALLED.
DO NOT USE WITHOUT WRITTEN i RUBBER GASKETED JOINTS 3. CASTING TO BE PER DRAWING BR29.
APPROVAL OF THE WASTEWATER IN ACCORDANCE WITH ASTM C -443 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
CONCRETE.
UTILITY:
4" MIN:. 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)
6-1/2" WITH A HIGH 'SOLIDS URETHANE COATING;
CONCRETE RISER BY PIPE INC., WASSER MC- CONSEAL'OR APPROVED EQUAL;
7' MIN. OR APPROVED EQUAL. COLOR OF COATING SHALL BE WHITE.
NOTE: 48^ 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE
TO RAISE TO GRADE USE STANDARD 6" SEWER PIPE WITH ASTM C -443.
8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
DIAMETER OF THE LARGEST PIPE.
i 9: CONNECTIONS 70 MANHOLE SHALL BE MADE USING GPK
LONG 6" 1/8 BEND 12' (TYP) MAX. PIPE SIZE — 21" I.D. ADAPTOR, KOR —N -SEAL BOOTS OR APPROVED EQUAL.
LADDER —STD. ALUMINUM
OR GALVANIZED STEEL
MORTAR CONCRETE SHELF
FILLET
1
1% PRECAST BASE SECTION
AST IN SHELF.
-
STANDARD 6" X MAIN SIZE TEE I
i OR C ELF.
6" MIN.
45' SEWER MAIN SIDE SEWER RISER CONNECTION 6" MIN: (TYP)
SANITARY MANHOLE TYPICAL DETAIL
To SEWER MAIN SANITARY MANHOLE TYPICAL DETAIL
\A Y p
c Y ADOPTED ADOPTED
v crt7 oe RENTOx
vO c1T of RENTON NOT TO SCALE
STANDARD PLANS
STANDARD PLANS
LST DATE: 12/96 LST.. DATE: 12/96
iD /17/9fi EDITED TEXT DCV AG
12/96 Uil.e teal -el—t to .11'x17•. DCV. AG 3/8/96' ADDED NOTE. EDIT TEXT. DCV AG DWG. NAME: BR28 SP PAGE:'6071
DATE REVISION BY. APPR' DWG. NAME: BRO8 SP PAGE: 8081 DATE REVISION BY APPR'
II 1
PROPERTY LINE
z
6' —O"
o FUTURE
6" BUILDING SEWER PIPE BUILDING SEWER-
r N.T.S. 1 1/2' FULL -WIDTH -
z 2' x 4" STUD` SERVICE MARKER PAINT UPPER �J r 1' H 2.5' --- 1' 1' I�
TEE WITH 6" SIDE OUTLET J PORTION WHITE ANS STENCIL ON SIDE
MIN MINI MIN IMIN MINI OVERLAY STAN DA
z I I COUTYN STANDARDS
WORDING "SEWER" WITH 3 HIGH BLACK LETTERS.
fy_ AND #6 WIRE WRAPPED AROUND THE STUD AND
6" SIDE SEWER AND BUILDING SEWER a EXTENDED TO THE TOP OF THE STUD: 6.5• MIN.
0
ac
0- OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST 1 1 2.5' —{ 'I. 1
MIN IMIN I MIN I MIMIN
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS 2" CLASS
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. WHEN OF PARE OR
... : ". ' -' .'. .EDGE F- PAVfMfNT.
60 ALLOWABLE MAX." VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND C1 '
PIPE SEWER MAINS ARE TO BE CORE DRILLED 2' CLASS 'e' �ACP cLgss 'f' OR 'B'
FOR CAST IRON PIPE 6" CRUSHED
OR DUCTILE IRON PIPE. ' " SURFACING TOP COURSE
2 TO 6"
CLASS 'E' " CENTER LINE OR CRUSHED ROCK, -
1:3:5 MIX &EE _ \���NG CLASS 'B' LANE LINE AS REQUIRED BY BY ENGINEER
CONCRETE p BLOCKING 2% MIN SLOPE 6s' MIN. OF
C HORIZONTAL GRIND OR2SAWCUTM ND REMOVE TYPICAL PATCH FOR FLEXIBLE
x PAVEMENT WHEN PERPENDICULAR TO
w W > SEWER MAIN 1 ROADWAY CENTERLINE
m , SEWER MAIN - • SEE DWG# HR —O5 FOR MINIMUM STANDARDS
6' MIN.
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION
t., ELEVATION STANDARD SIDE SEWER INSTALLATION 1� z
z
(SEWER MAIN TO PROPERTY LINE) SgUPE
\CY p ADOPTED Q�w °E saw
w NOTE:
W UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY * * crlr of RENTOx
ON LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. pO2 STANDARD PLANS RECOMMENDED
OR APPROVAL
�iiuee
F NC O IST DATE: 12/96
F
II 10/17/9 Edited note. DCV AG
DWG. NAME: BR39
SP PAGE: B078
1
TONAL
DATE REVISION BY APPR'
EX um 11/80/06
er
Cal I
NOTE:
CHECKED FOR COMPLIANCE
before CU.
TO CITY STANDARDS
e.,
Dt,g.,
EXISTING U11UTY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT OF EXISTING: UNDER-
DAB
VERTICAL AND HORIZONTAL LOCATION :ALL
GROUND, UTIUTIES PRIOR TO COMMENCING CONSTRUCTION. NO,
1 -800- 424 -5555:
UNDERGROUND SERVICE (USA) -
REPRESENTATION IS MADE THAT ALL EXISTING UTIUTES ARE SHOWN
HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
DATE
AVOID CUTTING UNDERGROUND
NOT SHOWN OR UTIUTIES NOT SHOWN IN THEIR PRO. ER LOCATION.
UTILITY LINES. ITS COSTLY
CALL BEFORE YOU DIG: 1- 800 - 424 — .5555.
cp;S V7710'L
SCANNED OCT 2 72006'
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