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For NOTES see STC) PLAN 104
STI}, PLAN - 104.5
CEMENT CONCRETE DRIVEWAY
r F ,r
ENTRANCES
VARIOUS ISOMETRIC VIEWS711 _JF
DGregg Zirnmerfrian, Pubilic. arks Adm;nis" atof
V
IF
IG
FRAME AND VANED GRATE
SEE NOTE 4
NOTES
1, THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL_ GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT,
GUI T^ER, DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ES"T-ABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY
Tl IE ENGINEER TO GROUT IN PLACE IN ACCORDANCE WITH APWA STANDARD SPECIFICATION 7 05.3.
`2. SHIMS SHAL.I... NOT HE USED TO SET FRAME TO GRADE.THE USE OF SHIMS IS PROHIBITFDr
3. A GONT-INt.IOUS I-AYEF: OF MORTAR31 BF PI.AC FD f311TWEI-N A1.-).)I,)5'FMF.::NT RINGS AND BRICKS PRIOR TO PLACEMENT,
4. THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARF- STAGGERED TO CREATE A RUNNING BOND OR !? BOND.
_ . I MEN T .�f, I ION WI tI f h)N . IF�IJ< U (
1 I) A).1J,TMLI) Ii�iEf30f CMAdL1 I IF_ A), 1,�
(i. GROUT ING BE I -WEEN ADAJS I MEN't SEG-1ION SHAI..I_ BE WA I L,. --R I IGI { I
t.
�. C:,F.(.)t.l f I._, 1'0 1:3E NON,,FIRINK I Yf"'I_ ('sR(.)U T MEETING INC, I HLFtf._(�UIFZE::MF.:I�! I S ()f A..;I M1..y/ PER Af'WA STANDARD ,..�f E..t,IF-IC,A (IC)t�J 9-20.3 FOR
MAXIMUM PFRCFNT DRY S',HRINKAC3F. THIF MININ.il_IM ('0Mf'RF`3SIVF STRFNGTI I <;I1AI_I RF 4,000 PSI AT 7 DAY PFR APPA STANDARD
"f'E_t II IGA I -ION 9 20,3
8 Pl(r;l< / I IFTINO HOL_F.S ARF I O I3FF- CiROI MTI) WATFR -FIGHT.
CATCH BASIN INSTALLATION
Plotted: May 29, 2015 - 8:34am ifitzjames 0:\Dci-Civil\2014\14012-0023- Renton -Heritage-Apt\dwg\14023-PLN.dwg Layout Name: C501
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FRAME AND VANED GRATE
F; J 6" OR 12"
ONE #3 BAR HOOP FOR 6" HEIGHT
TWO #3 BAR HOOPS FOR 12" HEIGHT
RECTANGULAR ADJUSTMENT SECTION
l
SFF�0�
-
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL INSIDE
DIAMETER
REINFORCED OR
PLAIN CONCRETE
ALL METAL PIPE 1G'"
CPSSP*
(STD. SPEC 9-05 20: 1
SOLID WALL PVC r„
(STD. SPEC 9-05.12(1})
PROF LE WALL PVC
(STD. SPEC 9-0512(2)11 15"
* CORRUGATED POLYETHYLENE
STORM SEWER PIPE
6)
NOTES
11AX MUM
DISTANCE
BASIN
CATCH BASIN FRAME AND VANED GRATE (DETAIL 204 00;
CLEAN SURFACE AND BOTTOM AREA.
Xi
HANDHOLD
PROVIDE UNIFORM CONTACT,
As acceptable alternatives to the rebar shown in the PRECAST BASE
SIZE
;FF Ar' �TF
THE SURFACE AREA OF THE BASE SECTION MUST
4„
SECTION. fibers (placed according to the Standard Specifications). or
BE GROUTED TO THE BOTTOM AREA OF THE
N! Q ? I
RECTANGULAR ADJUSTMENT SECTION
ADJUSTMENT SECTION.
i ADJUSTMENT SECTION
SEE NOTE 4
NOTES
1, THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL_ GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT,
GUI T^ER, DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ES"T-ABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY
Tl IE ENGINEER TO GROUT IN PLACE IN ACCORDANCE WITH APWA STANDARD SPECIFICATION 7 05.3.
`2. SHIMS SHAL.I... NOT HE USED TO SET FRAME TO GRADE.THE USE OF SHIMS IS PROHIBITFDr
3. A GONT-INt.IOUS I-AYEF: OF MORTAR31 BF PI.AC FD f311TWEI-N A1.-).)I,)5'FMF.::NT RINGS AND BRICKS PRIOR TO PLACEMENT,
4. THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARF- STAGGERED TO CREATE A RUNNING BOND OR !? BOND.
_ . I MEN T .�f, I ION WI tI f h)N . IF�IJ< U (
1 I) A).1J,TMLI) Ii�iEf30f CMAdL1 I IF_ A), 1,�
(i. GROUT ING BE I -WEEN ADAJS I MEN't SEG-1ION SHAI..I_ BE WA I L,. --R I IGI { I
t.
�. C:,F.(.)t.l f I._, 1'0 1:3E NON,,FIRINK I Yf"'I_ ('sR(.)U T MEETING INC, I HLFtf._(�UIFZE::MF.:I�! I S ()f A..;I M1..y/ PER Af'WA STANDARD ,..�f E..t,IF-IC,A (IC)t�J 9-20.3 FOR
MAXIMUM PFRCFNT DRY S',HRINKAC3F. THIF MININ.il_IM ('0Mf'RF`3SIVF STRFNGTI I <;I1AI_I RF 4,000 PSI AT 7 DAY PFR APPA STANDARD
"f'E_t II IGA I -ION 9 20,3
8 Pl(r;l< / I IFTINO HOL_F.S ARF I O I3FF- CiROI MTI) WATFR -FIGHT.
CATCH BASIN INSTALLATION
Plotted: May 29, 2015 - 8:34am ifitzjames 0:\Dci-Civil\2014\14012-0023- Renton -Heritage-Apt\dwg\14023-PLN.dwg Layout Name: C501
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FRAME AND VANED GRATE
F; J 6" OR 12"
ONE #3 BAR HOOP FOR 6" HEIGHT
TWO #3 BAR HOOPS FOR 12" HEIGHT
RECTANGULAR ADJUSTMENT SECTION
l
SFF�0�
-
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL INSIDE
DIAMETER
REINFORCED OR
PLAIN CONCRETE
ALL METAL PIPE 1G'"
CPSSP*
(STD. SPEC 9-05 20: 1
SOLID WALL PVC r„
(STD. SPEC 9-05.12(1})
PROF LE WALL PVC
(STD. SPEC 9-0512(2)11 15"
* CORRUGATED POLYETHYLENE
STORM SEWER PIPE
#3 BAR EACH CORNER
18" MIN.
i
•
I
#3 BAR HOOP J
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
Y C STD. PLAN - 200.00
PUBLIC WORKS CATCH BASIN TYPE 1
♦ =`ems ♦ DEPARTMENT
MARCH H ` 008
r-------------
-
TOP NOTES
1 This frame is designed to accommodate 20" x 24" grates or
covers
2. Provide two holes in the frame that ars vertically aligned with t
he grate or cover slots. Tap each hol== to accept
2a 1/a a 5/8" - 11 NC x 2" alien head cap sc w.
Location of bolt down holes varies arT ^g different
manufacturers.
- - - - ---- ----- --- ----
3 Refer to Standard Specification 9-05. �2) for additional
requirements.
SECTION �A`?
RECESSED ALLEN
HEAD CAP SCREW
7r8" 118" 5/8" - 11 NC x 2
`r
/ A, 314
/ T GRATE -
ISOMETRIC VIEW
,171
FRAME
ITS
- - 2 112"
SECTION
DETAIL B BOLT -DOWN DETAIL
SEF NOTE:;
Pt HLJC WORKS RECTANGULAR FRAME STD• PLAN - 204.00
♦ 1
o,� DEPARTMENT
�
N iAR("li 2008
6)
NOTES
11AX MUM
DISTANCE
BASIN
CATCH BASIN FRAME AND VANED GRATE (DETAIL 204 00;
z
Xi
HANDHOLD
1.
As acceptable alternatives to the rebar shown in the PRECAST BASE
SIZE
;FF Ar' �TF
48"
4„
SECTION. fibers (placed according to the Standard Specifications). or
36' r
N! Q ? I
RECTANGULAR ADJUSTMENT SECTION
wire mesh having a minimum area of 0.12 square inches per foot shall
_ y
OR CIRCULAR ADJUSTMENT SECT ON
the pipe is installed, fill the gap with joint mortar in accordance with Standard
be used with the minimum required rebar shown in the ALTERNATIVE
GROUT TYPICAL (SEE NOTE 5)
60"
5
PRECAST BASE SECTION. Wire mesh shall not be placed in the
#3 BAR EACH CORNER
-
r AT C
SLAB T P
a
knockouts.
60" � i Z;.3
84„
Zl
12"
72„
z!
2.
The knockout diameter shall not be9 reater than 20". Knockouts shall
84' - I
o
72' OR tic;'
STD. PLAN - 201.00
have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5"
- -
?
W
minimum a between the knockout wall and the outside of the pipe.
gap p P
MORTAR (T'(F'.)
' -
After the pipe is installed. fill the gap with joint mortar in accordance
#3 BAR EACH SIDE
T j 1
with Standard Specification 9-04 3.
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A� r_
3.
The maximum depth from the finished grade to tie lowest pipe invert
/
shall be 5'.
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#3 BAR EACH WAY --�""
4.
The frame and grate must be installed with the fl,,nge down.
T'YP
PRECAST BASE SECTION
5.
The Precast Base Section may have a rounded floor, and the walls may
PIPE ZONE fsEDD
be sloped at a rate of 1:24 or steeper.
6.
The opening shall be measured at the top of th£_ precast base section.
7.
All pickup holes shall be grouted full after the bz in has been placed.
":l" RING
='
8.
All grade rings and castings shall be set in mort - in accordance with
--<"
Standard Specification 9-04.3.
#3 BAR EACH CORNER
18" MIN.
i
•
I
#3 BAR HOOP J
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
Y C STD. PLAN - 200.00
PUBLIC WORKS CATCH BASIN TYPE 1
♦ =`ems ♦ DEPARTMENT
MARCH H ` 008
r-------------
-
TOP NOTES
1 This frame is designed to accommodate 20" x 24" grates or
covers
2. Provide two holes in the frame that ars vertically aligned with t
he grate or cover slots. Tap each hol== to accept
2a 1/a a 5/8" - 11 NC x 2" alien head cap sc w.
Location of bolt down holes varies arT ^g different
manufacturers.
- - - - ---- ----- --- ----
3 Refer to Standard Specification 9-05. �2) for additional
requirements.
SECTION �A`?
RECESSED ALLEN
HEAD CAP SCREW
7r8" 118" 5/8" - 11 NC x 2
`r
/ A, 314
/ T GRATE -
ISOMETRIC VIEW
,171
FRAME
ITS
- - 2 112"
SECTION
DETAIL B BOLT -DOWN DETAIL
SEF NOTE:;
Pt HLJC WORKS RECTANGULAR FRAME STD• PLAN - 204.00
♦ 1
o,� DEPARTMENT
�
N iAR("li 2008
SEPARATE BASE CATCH BASIN DIMENSIONS
PRECAST MINIMUM
CATCH
WALL
BASE
11AX MUM
DISTANCE
BASIN
CATCH BASIN FRAME AND VANED GRATE (DETAIL 204 00;
z
Xi
HANDHOLD
3. The rectangular frame and grate must be installed with the flange down.
48" 24"
SIZE
;FF Ar' �TF
48"
4„
6
36' r
N! Q ? I
RECTANGULAR ADJUSTMENT SECTION
a 1.5" minimum gap between the knockout wall and the outside of the pipe. A' -�r
_ y
OR CIRCULAR ADJUSTMENT SECT ON
the pipe is installed, fill the gap with joint mortar in accordance with Standard
�
GROUT TYPICAL (SEE NOTE 5)
60"
5
8"
z
ZI
-
r AT C
SLAB T P
a
Z
60" � i Z;.3
84„
Zl
12"
72„
Qi
8
; 12"
84' - I
o
72' OR tic;'
STD. PLAN - 201.00
Pt BLIC WORK� CATCH BASIN TYPE Z
- -
♦ . DEPARTMENT
W
o .
MORTAR (T'(F'.)
Z
N
W
�
N
4 o
a
r
f ~ o
x o
MORTAR FILLET
- r z
T'YP
^J
�RAN;rL RA,.:KFILL Ft)F
PIPE ZONE fsEDD
SEPARATE BASE INTEGRAL BASE
CAST -IN-PLACE PRECAST WITH RISER
":l" RING
>kA\ FL BA(:KFlt.i. FCIP
$m PIP,- ZONE BEDDING
SEPARATE BASE CATCH BASIN DIMENSIONS
PRECAST MINIMUM
CATCH
WALL
BASE
11AX MUM
DISTANCE
BASIN
THICKNESS
THICKNESS
KNOCKOUT f. -
3E I KEEN
DIAMETER
3. The rectangular frame and grate must be installed with the flange down.
48" 24"
SIZE
;FF Ar' �TF
48"
4„
6
36' r
54°
5"81,42"
a 1.5" minimum gap between the knockout wall and the outside of the pipe. A' -�r
'
5.1
the pipe is installed, fill the gap with joint mortar in accordance with Standard
�
M
60"
5
8"
48
- 72"
�--
81,
60" � i Z;.3
84„
8"
12"
72„
96"
8
; 12"
84' - I
NOTES
PIPE
ALLOWANCES
1. No steps are required when height is 4' or less.
(ATCH P PE MATFRIA::.A!7il
11 r.1 '.1I. !
2 The bottom of the precast catch basin may be sloped to facilitate cleaning.
BASIN
D AMETEK CONCRETE
�,1FTA ,P` I ,
3. The rectangular frame and grate must be installed with the flange down.
48" 24"
30 �a
The frame may be cast into the adjustment section.
54., 30,,
f .
4. Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provi
60 36
42'
a 1.5" minimum gap between the knockout wall and the outside of the pipe. A' -�r
72" 42"
5.1
the pipe is installed, fill the gap with joint mortar in accordance with Standard
�
M
Specification 9-04.3-
84° 54'
sc'
5
96" 60"
12,
5All grade rings, risers, and castings shall be set in mortar in accordance with
WM
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a
Standard Specification 9-04.3.
t ('orrugated Poiyett,vlere
�2 (Std. Spec. 9-05 12� 1��
2
p < ._
Stora Sewer Fii:E, :� i -p-
W
`- (Std. Spec. 9-05 12,
Se
v'
Y ^
�
STD. PLAN - 201.00
Pt BLIC WORK� CATCH BASIN TYPE Z
♦ . DEPARTMENT
W
Z
24"
4 7 OR 8 EQUAL SPACES
z
DIRECTION OF FLOW
7�.
SECTION A
f.
BOLT -DOWN SLOT DETAIL
SEE NOTE ,
NOTES
Provide two slots in the grate that are vertically aligned
with the holes in the frame. Location of bolt -down slog
varies among different manufacturers.
ISOMETRIC 2 Refer to Standard Specification 9-05.15(211 for additionA
requirements.
3 Unless Otherwise specified, vaned grates shall be used with St,in( art: tr;w,,2
in the travel way, gutter or shoulder. vaned grates shall r1c t hf II , 1!f,,
within crossroads. Use vaned grates along rolled curbs
'ty
STD
PUBLIC �,�ORK< RECTANGULAR .PLAN - 204.20
♦ . ; ♦ DEPARTMENT VANED GRATE
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R-382113
UNDERGROUND SERVICE ALERT
ONE -CALL NUMBER
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(800)424-5555
CALL TWO BUSINESS DAYS
BEFORE YOU DIG
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UNDERGROUND SERVICE ALERT
ONE -CALL NUMBER
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(800)424-5555
CALL TWO BUSINESS DAYS
BEFORE YOU DIG
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SHEET N0.
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SECTION 17, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M.
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