HomeMy WebLinkAboutR-3937110
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17
BOLT -DO Wtd HOLE (TYP.)
5f6" - 11 NC_ SEE
❑ETAIL 8 NOTE.2
a
TOP
SECTIDN
REC ESSED ALLEN
HEAD CAP SCREW
^ 1�. 54"-17NCx2"
314- GRME
1-0
MOTES
I. This Frame Is designed to accommodate 20" x 24" grates or
covers
z. Provide two holes In the frame that are vertically aligned with t
ha grate or cover slots. Tap each hole to accept
a 518" - 11 NO x 2" alen head cap screw.
Location of bolt down holes varies among different
manufacturers.
3. Refer to Standard SpedfloMon 9-05.15(2) for additional
requirements.
ISOMETRIC VIEW
7 516" 1 9
FRAME
O#R
2 102"
SECTION
DETAIL 1301ILT-DOWN1DETAIL
' } PUBLIC WORTS RECTANGULAR FRAME STD. PLAN - 204.00
DEPARTMENT
It•(ARCIi 2(}0
2" CLA_`
*2" TO 6" C
OR C
1' V 2.5' V I 1'
MIN MIN FMIN MIN MIN
11
S V
IN
FACE
EDGE
C
LASS 'E'
L
-ASS 'B'
6.5' MIN.
2" DEPTH OF
GRIND OR SAWCUT AND REMOVE
6.5' MIN-
-2.5'
MIN MIN MIN MIN MIN
2" CLASS 'B'
CRUSHED ROCK, FLC3WAL--
Oil AS REQUIRED BY ENGINEER
FOR MINIMUM STANDARDS, SEE DWG# HR-05,
SP PAGE H032
OF CURB OR
OF PAVEMENT
ENTER LINE OR
ANE LINE
S*
D SURFACING TOP COURSE
TYPICAL TRANSVERSE PATCH
FOR FLEXIBLE PAVEMENT
ADOPTED
CITY OF P"TON
ST&NOMM PW,WS
LIST DAn! 02/05
DWG. NAME: H032--1 SP PAGE: H032.1
CONSTRUCTION NOTES AND DETAILS
FOR
UW MEDICINE -VALLEY MEDICAL CENTER
NORTH GARAGE EXPANSION
RECORD DRA WING
Y �
N
Y
<
g
m /z
0
FRAME AND VANED GRATE
5 s•
6" OR 12"
ONE #3 BAR HOOP FOR 6" HEIGHT
TWO #3 BAR HOOPS FOR 12" HEIGHT
RECTANGULAR ADJUSTMENT SECTION
u �
#3 BAR EACH CORNEF
#3 BAR EACH SIDE
t!l RAP FAr.W
PRECAST BASE SECTION
#3 BAR EACH CORNER
18" MIN
#3 BAR HOOP
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL
INSIDE
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))
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 the 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
ti�Y O STD. PLAN - 200.00
+ PUBLIC WORKS CATCH BASIN TYPE 1
`` DEPARTMENT
��IvzO$ MARCH 2O08
4" FOOTING DRAIN
DETENTION
VAULT
GONG. COL.
TIEBACK ANCHOR
DRAINAGE PANEL
BETWEEN PILES
SEE SPECS
DRAIN AND J
WEEP PIPE
FOOTING DRAIN DETAIL
NOT TO SCALE
4 REWSED PER AS -BUILT COND177ONS
3 CP-03
2 CP-02
ADDENDUM #2
Rol
REVISION
i a8-1t�uv
I
I
I
3 MECH. PLENUM FLOOR -
s2.15 5EE PLAN FOR EXTENT
I
_LEVEL 4
I
I
0 BOTTOM OF
VAULT SLAB
CATCH BASIN FRAME AND VANED GRATE (DETAIL 204.00)
HANDHOLD
N RECTANGULAR ADJUSTMENT SECTION
OR CIRCULAR ADJUSTMENT SECTION
tO GROUT, TYPICAL (SEE NOTE 5)
FLAT SLAB TOP
0
48'. SC, 68', 77, 84.OR 96'
o MORTAR (TYP.)
STEPS OR , >
LAD
DEER
�
o
o
.....
z
FILLET m,
� REINFORCING STEEL (TYP.)
N
12' GRAVEL BACKFlLL FOR
PIPE ZONE BEDDING
SEPARATE BASE
INTEGRAL BASE
CAST -IN -PLACE
PRECAST WITH RISER
'O" RING
12"
GRAVEL BACKFlLL FOR
6"= PIPE ZONE BEDDING
b°
SEPARATE BASE
PRECAST
CATCH BASIN DIMENSIONS
CATCH
BASIN
DIAMETER
WALL
THICKNESS
BASE
THICKNESS
MAXIMUM
KNOCKOUT
SIZE
MINIMUM
DISTANCE
BETWEEN
KNOCKOUTS
BASE REINFORCING STEEL
In2/fL IN EACH DIRECTION
-•
SEPARATE BASE
INTEGRAL BASE
48"
4"
6"
36"
8"
0.23
0.15
54"
4.5"
8"
42"
8"
0.19
0.19
60"
5"
8"
48"
8"
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
NOTES
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. 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
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.
5• All grade rings, risers, and castings shall be set in mortar in accordance With
Standard Specification 9-04.3.
1`ty O
PIPE ALLOWANCES
CATCH
PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER
BASIN
DIAMETER
CONCRETE
ALL
METAL
CPSSP
tD
SOLID
WALL
PVC Q2
PROFILE
WALL
PVC
48"
24"
30"
24"
27"
30"
54"
30"
36"
30"
27"
36"
60"
36"
42"
36"
36"
42"
72"
42"
54"
42"
36"
48"
84"
54"
60"
54"
36"
48"
96"
60"
1 72"
1 60"
36"
48"
(D Corrugated Polyethylene Storm Sewer Pipe (Std. Spec. 9-05.20)
(Std. Spec. 9-05.12(1))
(Std. Spec. 9-05.12(2))
+ & + PUBLIC WORKS CATCH BASIN TYPE 2
�iVZO� DEPARTMENT
STD. PLAN - 201.00
MARCH 2O08
SADR
�F W A Sy1
yC_A
24661
O�Ffs Or' / S T R
NA L 1 \�
3/13/2019
FINI5HGR. APPROVED FOR CONSTRUCTION
----I LEVESUBJECT TO ERRORS AND OMISSIONS
- 6T-10"
_ BY: DATE:
''F:GOTIN DRAIN"'-"'
DG RAIN64'-1"
(� BY: DATE:
II I I BY: DATE:
IL1J BY: DATE:
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SURVEYED:
BCE
SCALE:
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
CITY OF
RENTON
Planning/Building/Public Works Dept.
CONSTRUCTION NOTES AND DETAILS
UW MEDICINE - VALLEY MEDICAL CENTER
NORTH GARAGE EXPANSION
400 SOUTH 43rd STREET
RENTON, WASHINGTON 98055
CK
0911JI17
AS
DESIGNED:
ZTW
ZTW
02/24/17
AS
ZTW
01/30/17
AS
DRAWZTW
ONE INCH
ZTW
11/04/16
AS
CHECKED:
AS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
BY
DATE
APPR
APPRAOSVED:
b
0
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0
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D-
DATE:
03/13/2019
rn
HELDBOOK:
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SHEET: OF:
CIS 24
R- 393711