HomeMy WebLinkAboutR-397311LLJ
04
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FRAME AND VANED GRATE
S+
6"OR12"
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL
INSIDE
DIAMETER
REINFORCED OR
IT
PLAIN CONCRETE
ALL METAL PIPE
15"
CPSSP'k
IT
(STD. SPEC. 9-05.20)
SOLID WALL PVC
15"
(STD. SPEC. 9-05.12(1))
PROFILE WALL PVC
15"
(STD. SPEC. 9-05.12(2))
a
CATCH BASIN FRAME AND VANED GRATE (DETAIL 204.00)
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K
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HANDHOLD
BOLT -DOWN SLOTSEE
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1
DETAIL AND NOTE 1
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N
g
RECTANGULAR ADJUSTMENT SECTION
C
OR CIRCULAR ADJUSTMENT SECTION
1D a
GROUT, TYPICAL (SEE NOTE 5)
2 1/2" DIA . HC UE
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FLAT SLAB TOP
W
20
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48", 54', 60', 72°, 64" OR 96"
Q
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pp
x�
Q
MORTAR (TYP.)
�paQ
4pOpOpO
STEPS OR
* CORRUGATED POLYETHYLENE LADDER O O Q O Q
STORM SEWER PIPE
ONE #3 BAR HOOP FOR 6" HEIGHT B
TWO #3 BAR HOOPS FOR 12" HEIGHT TOP SECTION O
RECTANGULAR ADJUSTMENT SECTION
NOTES
Z a 1. Provide two slots in the cover that are vertically aligned
MORTAR FILLET REINFORCING STEEL (T1'P.) with the holes In the frame. Location of bolt -down slots
1146, \ " GRAVEL BACKFILL FOR varies among different manufacturers.
sJ NOTES 72" PIPE ZONE BEDDING X 43/4" 11/2"
-� " 2. Alternative reinforcing designs are acceptable in
1. As acceptable alternatives to the rebar shown in the PRECAST BASE 6" �6 lieu of the rib design.
SECTION, fibers (placed according to the Standard Specifications), Or SEPARATE BASE INTEGRAL BASE I r
-
n wire mesh having a minimum area of 0.12 square inches per foot shall CAST -IN -PLACE PRECAST WITH RISER 3' 3. Refer to Standard Specification 9-05.15(2) for additional
be used with the minimum required rebar shown in the ALTERNATIVE { requirements
PRECAST BASE SECTION. Wire mesh shall not be placed in the '0' RING
knockouts. 72" 4. For Frame details, see City of Renton
#3 BAR EACH CORNER 39" R -SEE NOTE 2
z 2. The knockout diameter shall not be greater than 20". Knockouts shall GRAVEL BACKPILL FOR SECTION O Standard Plan 204.00.
have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" 6�
PIPE ZONE BEDDING
N minimum gap between the knockout wall and the outside of the pipe. SEPARATE BASE
After the pipe is installed, fill the gap with joint mortar in accordance PRECAST
93 BAR EACH SIDE with Standard Specification 9-04.3.
3. The maximum depth from the finished grade to the lowest pipe invert
shall be 5'.
#3 BAR EACH WAY 4. The frame and grate must be installed with the flange down.
PRECAST BASE 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. The opening shall be measured at the top of the precast base section.
CATCH BASIN DIMENSIONS
CATCH
IN
DIAMETER
WALL
THICKNESS
BASE
THICKNESS
MAXIMUM
KNOCZE UT
MINIMUM
DISTANCE
BETWEEN
KNOCKOUTS
BASE REINFORCING STEEL
ln2ft IN EACH DIRECTION
SEPARATE BASE
INTEGRAL BASE
48"
4"
6"
36"
a"
0.23
0.15
54"
4.5"
8"
42"
B"
0.19
0.19
60"
1.
8"
41,
B.
0.25
0.25
72"
6"
8"
60"
12"
0.35
0.24
84"
8"
12"
72"
12"
0.39
0.29
96"
8"
12"
84"
12"
0.39
0.29
5" Q
QQ
3 1/2" 1/2" DOQQQOQOQ
oQQOQOQQOQQOQQQ
4" 3/4" DIAM. HOLE 1 1/4" QQQQ�QQ�QQ�Q�QQ�Q�QQ�Q�Q�Q
1/2" DIAM. HANDLE QQQQ� �Q QQQ�QQQ�QQ�QQQ��Q
QQQQQQ�QQ�QQQQQQQQQ
SECTION O QQ�QQQQ
OQ
Q
BOLT -DOWN SLOT DETAIL ISOMETRIC
SEE NOTE 1
5. All grade rings, risers, and castings shall be set In mortar In accordance with (D Corrugated Polyethylene Storm Sewer Pipe (Std. Spec. 9-05.20)
SEE NOTE 1 Standard Specification 9-04.3. 2M (Bid. Spec. 9-06.12(l))
ALTERNATIVE PRECAST BASE SECTION ® (Bid. Spec.9-05.12(2))
STD. PLAN - 200.00 o~�Y �,,�, STD. PLAN - 201.00 G�`tY oi, STD. PLAN - 204.10 PUBLIC WORKS CATCH BASIN TYPE 1 PUBLIC WORKS CATCH BASIN TYPE 2 PUBLIC WORKS RECTANGULAR SOLID
DEPARTMENT + DEPARTMENT ' DEPARTMENT METAL COVER
MARCH 2O08 '�'�+N,Tp'� MARCH 2O08 "A�N,Lp MARCH 2O08
PATCHED AREA
-7 11" VARIES
m
4
7. All pickup holes shall be grouted full after the basin has been placed. 3/a^ ya„ OQQQ OQQQ OQQQ OQ
�5/8" QQQQQQQQ QQQQQ QQQQQQQQ
8. All grade rings and castings shall be set in mortar in accordance with NOTES
Standard Specification 9-04.3.
1. No steps are required when height is 4' or less.
2. The bottom of the precast catch basin may be sloped to facilitate cleaning.
#3 BAR EACH CORNER
19, MIN. 3. The rectangular frame and grate must be installed with the flange down.
The frame may be cast into the adjustment section.
4. Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide
#3 BAR HOOP 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.
a
MOIj
w
Y
0
0
OUTFACE
TO STREAM
0
DUMP
NO POLLUTANTS
PIPE ALLOWANCES
CATCH
PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER
BASIN
DIAMETER
CONCRETE
ALL
METAL
CPSSO
SOLID
ALLPVC
PROFILE
ALL
VC
48"
24"
30"
24"
27"
11,
11,
30"
36"
30"
27"
11,
60"
36"
42"
36"
36"
42"
72"
42"
54"
42"
36'
48"
84"
54"
60"
54"
36"
48"
96"
60"
72"
60"
36"
48"
MINI MIN
�
MIN MIN
+
I
SLOT-SEEDETAIL
;�
SPECIAL NOTE:
-
AND NOTE 1
\
IN THE EVENT TRANSVERSE PATCHES EXIST
/ \
WITHIN THE AFFECTED STREET, THE LENGTH
}
A A
/
OF THE PATCH SHgLL BE EXTENDED TO
INCLUDE ANY EXISTING PATCH WITHIN 10
jj
-•
T OF THE EDGE OF THE PATCHREQUIRED
FORNEW
THE W CROSSING AND ANY
SUBSEQUENT PATCH EDGE WITHIN 10 FEET-
LD
/
OF THE EDGE OF THE SECOND PATCH AND
{
{l
SO ON UP TO A TOTAL OF 300 FEET.
FACE OF GUTTER OR
/
'•1
EDGE OF PAVEMENT
COVER PER STD PLAN 401 �
f
TRAFFIC FLOW
"
(SEE NOTE 9)
a
2" HMA
CENTER LINE OR
SEAL WITH AR 4000 OR APPROVED I LANE LINE
TOP SECTION O EQUAL AND DRY SAND AFTER PLAN 2" TO 8" HMA r `,
PATCHING
NITS
(SEE NOTE 9) OUTSIDE DIAMETER OF
ADJUSTMENT RING AND X SEE NOTE 2
X BOTTOM OF FRAME
6.5' MIN.
2" DEPTH OF
24" PLANING OR SAWCUT AND REMOVE
4EQUAL SPACES 4EQUAL SPACES
m
VARIES: 6.5' MIN.
- FMINJ
11DEPTH OF EXISTING PAVEMENT
-� _ VARIES MIN I MIN
SECTION O
3/4" 2" SAWCUT AND REMOVE
OR PLANE, SEAL WITH 2" - 6" MIN. HMA (SEE NOTE 2)
11/4" MORTAR JOINT(S) (3/8" MIN.-2" MAX.) ADJUSTMENT RING (1" MIN.). SEE AR-4000W I
SEE NOTE 3 AND SPECIAL PROVISION NOTE 6. (EACH SIDE) l
7-05.3(1). V CRUSHED SURFACING TOP COURSE (CSTC)
m 2" HMA (9-03.9(3)) PER WSOOT STANDARD
SECTION A -A SPECIFICATIONS, COMPACTED TO 95% MODIFIED
PROCTOR.
SAWCUT AFTER BACKFILL
NOTES (EACH SIDE)
CSTC, BANK RUN GRAVEL FOR TRENCH BACKPLL
1. REMOVE PAVEMENT AND BASE MATERIALS FORA DISTANCE 5. CONSTRUCTION AND ADJUSTMENT SHALL BE PERFORMED (9-03.19). GRAVEL BORROW (9-03.14(l)) PER
WHICH IS EQUAL TO THE DIAMETER THE FRAME PLUS ONE ONLY BY A JOURNEYMAN MASON. MATERIAL IF APPROVED IN WRITING BY ENGINEER BOLT -DOWN SLOT DETAIL FOOT (MIN.). ADJUST CASTING FRAMEE WSDOT STANDARD SPECIFICATIONS OR NATIVE
TO PAVEMENT SEE NOTE 1 SURFACE USING RISER RINGS AND MORTAR. B. ADJUSTMENT OF THE FRAME TO GRADE SHALL BE BASED ON GEOTECH REPORT, COMPACTED TO 95%MODIFIED PROCTOR.
ACCOMPLISHED WITH ADJUSTMENT RINGS AND MORTAR ONLY.
2. REPLACE EXCAVATED MATERIAL WITH A MINIMUM OF 8' OF THE USE OF SHIMS IS PROHIBITED. WIDTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED
NOTES HMA CLASS P PG 64-22 (OR TO A DEPTH THAT IS 2' BELOW IMPROVEMENT (SEE WSDOT STANDARD SPECIFICATION 2-09.4)
Provide two slots in the grate that are vertically aligned THE BOTTOM OF THE UPPER ADJUSTMENT RING WHICHEVER 7. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY PLUS AN ALLOWANCE FOR ANY SHORING. SHORING, IF PIPE ZONE BEDDING, MATERIAL- SEE STANDARD
1. with the holes in the frame. Location of bolt -down slots varies IS GREATER) OR AS APPROVED BY THE ENGINEER. TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS NEEDED, SHALL MEET THE REQUIREMENTS OF WSDOT PLAN 110.1,
among different manufacturers. DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. STANDARD SPECIFICATION 7-08.3(1)8
ISOMETRIC 3. ADJUSTMENT RINGS AND FRAME SHALL BE FULLY BEDDED IN TRENCH WIDTH
2. Refer to Standard Specification 9-05.15(2) for additional requirements. MORTAR. MORTAR SHALL BE ASTM C270 FOR TYPE S. 8. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN
VISIBLE UPON COMPLETION.
3. Use only on sags and vertical curbs locations. 4. MORTAR SHALL BE MIXED AND APPLIED PER FOR NOTES, SEE STANDARD PLAN 110.1
MANUFACTURERS DIRECTIONS. 9. X= V-T MIN. TO 7-V MAX. - PER ENGINEER'S INSTRUCTION
4. Unless otherwise specified, vaned grates shall be used with standard frame STD. PLAN - 110
in the travel way, gutter or shoulder. vaned grates shall not be located STD. PLAN - 106 TYPICAL TRANSVERSE PATCH FOR
PUBLIC WORKS
within crossroads. Use vaned grates along rolled curbs. TYPICAL CONSTRUCTION ROVED: a FLEXIBLE PAVEMENT OR RIGID PR ED
PUBLIC WORKS DEPARTMENT
titY p DEPARTMENT AND ADJUSTMENT OF14 PAVEMENT WITH OVERLAY
PUBLIC WORKS RECTANGULAR BI-DIRECTIONAL STD. PLAN - 204.30 MANHOLE RISERS ^
V p�rF
DEPARTMENT VANED GRATE DA
MARCH 2O08
CORE JOB NO. 16114T
SURVEYED: DAP SCALE. VERTICAL, NAVD 1988
HORIZONTAL NAD 1983/1991
DESIGNED: WG,
DRAWN: SES
ONE INCH DATU M
CHECKED: MAY AT FULL SCALE
IF NOT ONE INCH
NO. REVISION BY DATE AP P R APPROVED: SHY SCALE ACCORDINGLY
MAX W" S" EL. 383" 05 C7 0° 5' MIN.
REMOVABLE WATER
AGHT COUPLING
PLATE WITH OR/FILL:
AS SPECIFIED,
BOLTED TO FLANGE
OR DRILLED CAP
ELBOW )F 384
ELBOW IE 381.25
ELBOW IE 380.30
18" CMP
2'
TOP OF RISER EL. 38J 05'
4" ELBOW WITH 7116-0 ORIFICE
SEE ELBOW DETAIL, THIS SHEET
4" ELBOW WITH 7116"0 ORIFICE
SEE ELBOW DETAIL, THIS SHEET
4" ELBOW WITH 31810 ORIFICE
SEE ELBOW DETAIL, THIS SHEET
18x18x12 x8" CUP CROSS
12" IE 376.75' (AB)If
NON-POUROUS, NON -
SHRINKING GROUT AROUND
�I PIPE AS REO D (TYP°)
8 GAUGE ALUMINUM STRAPS
WITH STAINLESS STEEL
ANCHOR BOLTS. (TYR)
MAX. 3' VERTICAL SPACING
1' SEC77ON OF PIPE ATTACHED
BY GASKETED BAND TO
ALLOW REMOVAL.
DRILL OR MACHINE CUT 5116 "0
ORIFICE IN RESTRICTOR END PLATE,
EL. 374+75'
CONTROL STRUCTURE DETAIL (PRIVATE)
ELBOW DETAIL
(STY p�CITY OF
RENTON
�E k T Oct
Planning/Building/Public Works Dept.
NOT TO SCALE
l SIDEKO
�0�FsP�C C41846 R�0��
�S/ONAL ENG�
11-IZ-1�
NO SCALE
NOTES
1. METAL PARTS SHALL BE CORROSION RESISTANT;
NON-GAL VANIZED PARTS PREFERRED, GALVANIZED
PIPE PARTS TO HA VE ASHPAL T TREATMENT 1°
2° FRAME AND LADDER OFFSET SO°°
G. CLEANOUT GA TE IS VISIBLE FROM TOP.
b. CLIMB DOWN SPACE IS CLEAR OF RISER AND
CLEANOUT GRATE.
3. PA VEMENT RESTORA TION AS PER CITY OF RENTON
STANDARDS IMLL BE REQUIRED FOR ANY WORK
IMPACTING THE PA VEMEN T IN THE PUBLIC RIGHT OF
WA Y°
4° ALL STORMWATER PIPES AND STRUCTURES INTERNAL
TO SITE ARE PRIVATE
CONSTRUCTION
RECORD DRAWING
DESIGN
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
R- 3 97311
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SITE DETAILS AND NOTES
DATE:
SEPT. 2017
FIELDBOOK:
PAGE:
DRAWING NO:
C4.32
SHEET: 11 OF: 22
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