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MORTA
FILLET
6TH STREET SHORT PLAT
THE SOUTHWEST QUARTER OF SECTION 7, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN
CITY OF RENTON, KING COUNTY, WASHINGTON
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.
NOTES:
1. STEPS TO BE 3/4° 4 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 CHANY.E JNG, COATED (SEALED)
IWTH 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 STANDARD PLAN No. BR -28
— � 1/2" WEB 8 PL
1/2" x 3" x3/8" NON -SKID PATTERN
CAST INTEGRAL ON TOP
26-3/8"
� c-
o
�oo
25 -1 /4"
O °
24"
1"
1
23-1 /4" 3/4„
FRAME (NON- LOCKING) COVER (NON- LOCKING) 33 -1/4"
?" TYP.
....) TAP 5/8
ON 23" B.C.(TYP. 3 PL)
FOR 5/8 " -11 N.C. x 1 -1/4"
S.S. SOC. HD. CAP SCREW (3 REQ'D.)
B
ION -SKID PATTERN
1" SEAT
2" RAISED LETTERS AS
REQ'D. SEE NOTE No.3 BELOW
-RSIDE SHOWN FOR CLARITY
'4" CORE (TYP.) ON 23" B.C.
:ORF (TYP.) (LOCKING)
FRAME (LOCKING) COVER LOCKING)
NOTES:
1. FOR NON - LOCKING USE OLYMPIC FOUNDRY No. MH 30 OR EQUAL
2. FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 D/T OR EQUAL
3. USE FRAME AND COVER FOR STORM (SPECIFY 'DRAIN" ON COVER),
SANITARY (SPECIFY "SEWER "), OR WATER (SPECIFY "WATER ").
SECTION A -A
5/8" 3/8" 1-3/8"
I �2„
T
2-1/2"
25'•
SECTION B -B
(�) �WtN�HIILI FRAME & COVER
STANDARD PLAN NO. BR -29
I 2"
113
SEAL WITH AR 4000 AND—/
DRY SAND AFTER PATCHING
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PLAN
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I" A.C. CLASS .IG„
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OR OVERLAY
A
3 T
STANDARD'PLAN N0. BR -36
Chi p =�
TO SCALE S
4" CONCRETE
— L v
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SECTION A -A
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to
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to ll
Q
REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE WHICH IS EQUAL TO THE DIAMETER
Z
TEE OF QAPPROPRIA7E SIZE Q
OF THE FRAME PLUS TWO FEET. ADJUST CASTING FRAME TO PAVEMENT SURFACE USING
O
CONCRETE BLOCKS.
W
LL
Q
REPLACE ALL BUT TOP 2" OF EXCAVATED MATERIAL WITH CLASS 3000 CONCRETE (3/4). FINISH
"G'
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3.
PAVEMENT SURFACE WITH 2" OF A.C. CLASS
O O
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SEE CITY OF RENTON SUPPLEMENTAL SPECIFICATIONS SECTION 7- 05.3(1):
SEt NOTE 2 O
TYPICAL U
UTILITY COVER ADJUSTMENT FOR PAVEMENT O
OR OVERLAY
3 T
STANDARD'PLAN N0. BR -36
TO SCALE S
1/2 PLUG AS D AM
t% T
Q
TEE OF QAPPROPRIA7E SIZE Q
LL
C I
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SEt NOTE 2 O
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RELINER ST.AI\LESS STEEL W
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BRACKETS OR W
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INSIDE DROP CONNECTION TO 607 DIA N
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dT REVISIOIE APPR
DWG. NAME: 8075• -1 SP PAGE B075•'1
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NOT TO SCALE "�•��� ��
STANDARD. PLAN N0: 8075 -T �mll^�6^�'
R11MeNOeo CHECKED FOR COMPLIANCE CITY OF RENTON N e
FOR APPROVAL TO --C''9nITJJY STANDARDS- DEPARTMENT OF PUBLIC WORKS
BY DATE O
DALE SEWED NOTES & DETAILS C5.2 z N
BY
DATE m
DESIGNED: ^uCH DATE: FILE NAME: O n
01/24/06 203615 C5.
DRAWN: GCH : J
CHECKED: SMC SCALE: AS SHOWN FIELD BOOK, vA06G m rc
NO. REVISION'. BY APPR. DATE APPROVED: SHEET: 15 OF:: 16
SCANNED OCT 2 7 2006
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