HomeMy WebLinkAboutTED4003417.16+s
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NOTES:
1. ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS-
INC. No. 3705 (LOCKING) OR EQUAL.
2. FRAME AND COVER SHALL BE A WATER TIGHT ASSEMBLY.
3. USF FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER),
SANITARY (SPECIFY "SEWER"), OR WATER (SPECIFY "WATER").
SATEREVISION BY APPR'[
MORTAR FILLET
SPECIFY
LETTERIN
MANHOLE
FRAME AND COVER
ADOPTED
CITY OF RENTON
,.'�■- STANDARD PLANS
Nf' tit LST DATE: 04/04
DWG. NAME:B074 SP PAGE-B074
MANHOLE FRAME AND COVER
SEE DRAWING BR29
(SP PAGE B074)
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 - 'E'
LADDER -STD. ALUMINUM
OR GALVANI7ED STEEL
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
SANITARY MANHOLE TYPICAL DETAIL_
NOT TO SCALE
A'
'B'
'C'
D'
48" MH
48"
6" MIN.
5"MIN
24 MIN. 21 D.
54" MH
54"
8" MIN.
5.5" MIN.
24" MIN. 24" I.D.
60" MH
60"
8" MIN.
1 6" MIN.
42" MIN. 30" I.D.
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-AROSHIELD OR
APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE.
7.
RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443.
B.
CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE,
SANITARY MANHOLE
9.
CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR
APPROVED EQUAL
TYPICAL DETAIL
10,
MANHOLES EQUAL TO AND GREATER THAN 20 FEET DEEP SHALL HAVE A "SURETRACK" CLIMBING
AND FALL PROTECTION SYSTEM INSTALLED.
11
ADOPTED
;�
CITY OF RENTON
♦'
l♦
STANDARD PLANS
_
EST DATE. 04/04
04 10 0 Revised notes. DMC
0 17 96 Added notes. __-_- AG DWG. NAME:
DATE I NIFOSION BY APPR'D
B071 SP PAGE: B071
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EXPIRES: 5/5/08
FOR SLOT DETAIL SEE STD
DETAIL DWG D-7
341720
AS-Esc
LEVELING PAD (8)
1/8"X 3/4'X 2 1/4"
2 1 /2-
23 3/4"
+ 5/B"
NOTES:
I. USE WITH FRAME DRILLED AND TAPPED FOR LOCKING BOLTS.
2. USE WITH TWO LOCKING BOLTS 5/8"-11 NO STAINLESS STEEL TYPE 304
STEEL SOCKET HEAD (ALLEN HEAD) BOLTS, 2" LONG.
3. COVER MATERIAL IS CAST IRON PER ASTM A48 CLASS 30.
4. SHALL CONFROM TO SEC. 7.05 OF THE STANDARD SPECIFICATIONS.
5. COVER SHALL HAVE THE WORD 'DRAIN" IN 2-INCH RAISED LETTERS.
$6 BARS AT r SPACING
2Q`
24' DIAM . 46" DW1,.
OR s4° aAM HOLE r (TYI'.)
j I-
1r , I
1° MIN,
2 12" MAX.
94" OR 96" FLAT SLAB TOP
e�
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i 4z)
Y5 BARS AT8SPACING
20" x 24"DLAM. 48"Di
s OR 54" Douai HaE
111 MIN
7Y" FLAT SLAB TOP
2D- a 24" OR -
24" ID AM. HOLE
a°
94 BARS AT 6` SPACING
(
T
Y
P.)
I. MIN.
2 112" MAX,
48", 54" or 60"
FLAT SLAB TOP
17 3/4"
SURFACE WATER UTILITY
SOLID LOCKING COVER
ADOPTED
CITY OF RENTON
STANDARD PLANS
LST DATE:04/04
DWG. NAME: 3020 SP PACE:B020
TYPICAL_ ORIENTATION
FOR ACCESS AND STEPS
2�MiINNN.
4r MIN. .
ECCENTRIC CONE SECTION
LEVEL PADS (16)
3/4"X 2 1/4"X 1,
25" _I
CEMENT CONCRETE CURB
GUTTER
31"
CATCH BASIN
VERTICAL CURB WALL
EXTRUDED CURB
7702,
CUTTER
PLAN
CATCH BASIN WALL
EXTRUDEDURB
18%24" r~ 9/16" 1 1/2"
1 (+1/32 -0" TYP)
- -- 1 4„
�- 17 3 24%23 3/4"
(+1/3-0" TYP)
25"x31"
ELEVATION
NOTES:
1. DRILL AND TAP FOR, AND PROVIDE, TWO LOCKING BOLTS 5/8"-11 NC STAINLESS
TYPE 304 STEEL SOCKET HEAD (ALLEN HEAD) BOLTS, 2" LONG.
2. FRAME MATERIAL IS CAST IRON PER ASTM A48 CLASS 30 OR BETTER.
3. SET FRAME TO GRADE AND CONTRUCT ROAD AND GUTTER TO BE FLUSH WITH FRAME.
4. FRAME IS OLYMPIC FOUNDRY #SM50 OR EQUAL.
NOTE
As an accepiabie aitemate to rebar, wire mesh having a
minimum area of 0,12 square inches per foot may be used
for adjustment seatians.
1r MIN.
u 1
STEP
li
12" (TYP.}
I
127
PREFABRICATED LADDER
6 OR tr
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i
\,
ONE 93 BAR HOOP FOR S'
TIMD #3 BAR HOOPS FOR 14"
RECTANGULAR ADJUSTMENT SECTION
�t7 � 15568 13 'L
�'r/DNAL
EXP4tES JLi.V lI, 2DOL�
MISCELLANEOUS DETAILS
FOR (MANHOLES AND
ONE r3 BAR HOOP -' CATCH BASINS
STANDARD PLAN B-1 z
SHEET 1 OF 1 SHEER
CIRCULAR ADJUSTMENT SECTION - - APPROVED FOR PUBLICATION -
Harold J. Peterleso 06-23-04
ADOPTED
CITY OF RENTON
STANDARD PLANS
? O? LAST DATE: 06/23/2004
SP PAGE B034
SURFACE WATER UTILITY
CATCH BASIN
FRAME & GRATE DETAILS
(SHEET 2 OF 2)
p
ADOPTED
'
♦ -fir f
CITY OF RENTON
STANDARD PLANS
LST DATE.04/04
DWG. NAME:
B020-2 SP PAGE: B020.2
#3 BAR EACH CORNEF
18" MIN
#3 BAR HOOP
1 1/4- FOUNDARY NAME
1/2" LETTERS RECESSED
TO BE FLUSH
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ao
S1 .T10d DN _r Ntl3tlL5 O1 lltl.
TOP VIEW
23 3/4"
7/16"
1/16' R=7 1/4"
1 3/8" 1 3/4"
7/8" 3/4
23 1/2"
SIDE VIEW
2-
-LEVELING PADS
8 - 3/4"X 1 3/4"X 1/8"
O�
L 3/4"
1 /r'
5/B"
SLOT DETAIL
-7 1/4" FOR MACHINING
BAR 1" THICK
TYP. 4 PLACES
3/4"'
7 1/4"
1 3/4"
-
BARS 1 5/8" THICK
THIS AREA
BARS 1 3/8" THICK
THIS AREA
I
z'
END VIEW
7/11" TYP. SLOT
ROUND ELLIPTICAL
TANGENT BETWEEN
TWO RADII
OPTIONAL DESIGN
FOR GRATE OPENING ENDS
NOTES:
1. SLOT FORMED AND RECESSED FOR 5/8"-11 INC X 2" SOCKET HEAD
(ALLEN HEAD) BOLT.
2. GRATE SHALL BE DUCTILE IRON.
3. SHALL CONFORM TO SEC. 9-05.15 OF THE STANDARD
SPECIFICATIONS.
4. USE VANED GRATE IN CURB LINE.
5. USE FRAME SHOWN IN STANDARD DETAIL D-7.
6. GRATE IS OLYMPIC FOUNDRY #SM50G OR EQUAL. SURFACE WATER UTILITY
CATCH BASIN FRAME & GRATE DETAILS
(SHEET 1 OF 2)
r ADOPTED
�- CITY OF RENTON
STANDARD PLANS
LST DATE: 04/04
--__bnncinnl Qv n000'n DWG. NAME: B320-1 SP PAGE: B02C.1
\Y ji
FRAME AND VANED GRATE
/ Ap
6" OR 12"
ONE #3 BAR HOOP FOR 6"
TWO #3 BAR HOOPS FOR 12"
RECTANGULAR ADJUSTMENT SECTION
PRECAST BASE SECTION
NOTES
1, AS AN ACCEPTABLE ALTERNATE TO REBAR. WARE MESH HAVING A MINIMUM
AREA OF 0.12 SQUARE INCHES PER FOOT MAYBE USED. WIRE MESH SHALL
NOT BE PLACED IN KNOCKOUTS.
2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 20", KNOCKOUTS
SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM. PROVIDE
A 1 5" MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF
THE PIPE, AFTER THE PIPE IS INSTALLED FILL THE GAP WITH JOINT MORTAR
IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3.
3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE PIPE INVERT SHALL
BE 5'.
4. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO
ADJUSTMENT SECTION.
5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR AND THE WALLS
MAY BE SLOPED AT A RATE OF 1:24 OR STEEPER.
6, OPENING SHALL BE MEASURED AT THE TOP OF THE PRECAST BASE SECTION.
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL I
INSIDE
DIAMETER
REINFORCED OR I
PLAIN CONCRETE
ALL METAL PIPE
15"
CPSSP *
12"
(STD, SPEC. 8-05.20)
---------------
SOLID WALL PVC
15"
(STD. SPEC 9-05.12(1))
PROFILE WALL PVC
15„
(STD. SPEC. 9-05.12(2))
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AONAL 1
rE%P#4€.s Jay i, 2AO51
* CORRUGATED POLYETHYLENE
CATCH BASIN TYPE 1
STORM SEWER PIPE
STANDARD PLAN 8-1
SHEET 1 OF I SHEET
uPROVEa FaR PuauCATtrxi
{-Harold
J. Pet OT-29-03
------
ADOPTED
";d "
CITY OF RENTON
STANDARD PLANS
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LAST DATE: 07121/2003
SP PAGE B012