HomeMy WebLinkAboutR-385103FIN/SW GRADE
8"x 8"x I/4"
STEEL PLATE
45 ° BEND
WI TH PL UG
PL UG
D/AAETER AS
ACTED 6 THE PLANS.
CLEANOUTDETAII.
NO SCALE
2" MINIMUM COMPACTED DEPTH
CLASS "B" ASPHAL T CONCRETE.
3" ASPHAL T TREA TED BASE.
GRA VEL BASE CLASS B MA Y
BE REQUIRED DEPENDING ON
SOILS CONDinoN
COMPACTED SUBGRADE • FREE -N-- L \ \ , \•
ti/ ,,'•: ` /moi
OF FINE-GRAINED OR ORGANICSOILS
L • \\ \ \
ON-SITAE PRIVA
2" h01 MUM CCWPACTED DEPTH
CLASS "B" ASPHALT CONCRETE.
4" MINIMUM COMPACTED DEPTH
1-1/ 2 M11VUS CRUSHED
SURFACING BASE COURSE.
i"
GRAVEL BASE CLASS "B" MAY
BE REQUIRED DEPENDING ON
L. 50ILS CONOrnor.
L
iXi\ \ ,---- COMPACTED SUBGRADE, FREEL'
f \ OF FINE GRAINED OR ORGANIC
SOILS.
TE DRIVEWA Y
PAVEMENT SECT/ON
NO SCALE
SMOOTH WALLED
ORA/NAGE P/PE, PICC
014 EQUAL. -SEE I ADS ROOF /
PLAN F014 LOCA 710N FOUNDA170iV
AND S/ZE DRAIN
18" NYOPLAST -
DROP-IN GRATE,
LIGHT DUTY USE
IN ALL PR/VA TE 1/2"Ox2 1/2"
LOTS
INSIDE
SELF- TAPPING CAP
DIAMETER
REINFORCED OR
SCREW (3 REQ D)
STUBS TO BE 18" ADS N-12
HEA T- I STANDPIPE
MELDED
SOLID WALL PVC 15" STD. SPEC. 9-05.12(1))
Cn
PROFILE WALL PVC 15„
SMOOTH WALLED
DRAINAGE PIPE
WASHED DRAIN ROCK
TO PfhEAGLE
ADS YARD DRAIN so1L NTH /NEIL TRA TION
RA TE > 21 in/hr.
rARD DRA IN DETAIL 5
NO X&E
24"
20"
I
H
TOP
BOLT -DOWN SLC
DETAIL_ AND NOT
X 4 3/4" 1 1\
I
Ilk I"
3
39" R SEE NOTE 2
SECTION ; `AI
SECTION t C
i
F z
112"
3/4" 0-J 5!8"
314
3!4" DIAM. HOLE
1 114"
1/2" DIAM. HANDLE
5 \ 1
BOLT -DOWN SLOT DETAIL
SEE NOTE 1
SECTION ; B i
NOTES
1- Provide two slots in the cover that are vertically aligned
with the holes in the frame.Location of bolt -down slots
varies among different manufacturers.
2. Alternative reinforcing designs are acceptable in
lieu of the rib design.
3. Refer to Standard Specification 9-05.15(2) for additional
requirements
4. For Frame details, see City of Renton
Standard Plan 204.00.
ISOMETRIC
IY__, o STD. PLAN — 204.10
PUBLIC WORKS RECTANGULAR AR SOLID - -- -
DEPARTMENT METAL COVER
MARCH 2008
NO. I REVISION
7 .Ii
SCALE:
1-20"
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDMOLY
FRAME AND VANED GRATE
i
6" OR 12"
ONE #3 BAR HOOP FOR 6" HEIGHT
TWO #3 BAR HOOPS FOR 12" HEIGHT
RECTANGULAR ADJUSTMENT SECTION
3 BAR EACH CORNEF
3 BAR EACH SIDE
3 BAR EACh
3 BAR EACH CORNER
18" MIN.
3 BAR HOOP -
PRECAST BASE SECTION
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL INSIDE
20"
I
H
TOP
BOLT -DOWN SLC
DETAIL_ AND NOT
X 4 3/4" 1 1\
I
Ilk I"
3
39" R SEE NOTE 2
SECTION ; `AI
SECTION t C
i
F z
112"
3/4" 0-J 5!8"
314
3!4" DIAM. HOLE
1 114"
1/2" DIAM. HANDLE
5 \ 1
BOLT -DOWN SLOT DETAIL
SEE NOTE 1
SECTION ; B i
NOTES
1- Provide two slots in the cover that are vertically aligned
with the holes in the frame.Location of bolt -down slots
varies among different manufacturers.
2. Alternative reinforcing designs are acceptable in
lieu of the rib design.
3. Refer to Standard Specification 9-05.15(2) for additional
requirements
4. For Frame details, see City of Renton
Standard Plan 204.00.
ISOMETRIC
IY__, o STD. PLAN — 204.10
PUBLIC WORKS RECTANGULARAR SOLID - -- -
DEPARTMENT METAL COVER
MARCH 2008
NO. I REVISION
7 .Ii
SCALE:
1-20"
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDMOLY
FRAME AND VANED GRATE
i
6" OR 12"
ONE #3 BAR HOOP FOR 6" HEIGHT
TWO #3 BAR HOOPS FOR 12" HEIGHT
RECTANGULAR ADJUSTMENT SECTION
3 BAR EACH CORNEF
3 BAR EACH SIDE
3 BAR EACh
3 BAR EACH CORNER
18" MIN.
3 BAR HOOP -
PRECAST BASE SECTION
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL INSIDE
C
DIAMETER
REINFORCED OR 12"
PLAIN CONCRETE
ALL METAL PIPE 15"
CPSSP* 12„ STD. SPEC. 9-05.20)
SOLID WALL PVC 15" STD. SPEC. 9-05.12(1))
Cn
PROFILE WALL PVC 15„
STD. SPEC. 9-05.12(2))
CORRUGATED POLYETHYLENE
STORM SEWER PIPE
NOTES
1. As acceptable alternatives to the rebar shown in the PRECAST BASE
SECTION, fibers (placed according to the Standard Specifications), or
wire mesh having a minimum area of 0.12 square inches per foot shall
be used with the minimum required rebar shown in the ALTERNATIVE
PRECAST BASE SECTION. Wire mesh shall not be placed in the
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 lowest pipe invert
shall be 5'.
4. The frame and grate must be installed with the flange down.
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. The opening shall be measured at the top of the precast base section.
7. All pickup holes shall be grouted full after tho basin has been placed.
8. All grade rings and castings shall be set in mortar in accordance with
Standard Specification 9-04.3.
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
GAY _
oma STD. PLAN - 200.00
PUBLIC WORKS CATCH BASIN TYPE 1 I
DEPARTMENT
MARCH 2008
mmmax- I M/"I
DATUM
ti CITY OE
RENTON
Planning/Building/Public Works Dept.
R-385103
1471 1 NE 29th Place Suite 101
Bellevue, Washington 98007
425.885.7877 Fax 425.885.7963
DESIGN
ENGINEERING PLANNING SURVEYING
CITY F T
Approved bg Date:
00vedby: A- - 4ir <,— 4L <,. Date:
Appro'rve )gin, to
Approved by.: Date,
REN TON KIDDIE A CA DEM Y
S1 TE & STORM DETA IL S
JUNE 2015
PAGE
ORAMNNO NO:
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