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AND NOTE 1
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24"
4 EQUAL SPACES _ 1f 4 EQUAL SPACES 1
T_
SECTION (AD
3/4'
11W
•J / �T
BOLT -DOWN SLOT DETAIL
SEE NOTE 1
NOTES
Provide two slots in the grate that are vertically aligned
1. with the holes in the frame. Location of bolt -down slots varies
among different manufacturers.
ISOMETRIC
2. Refer to Standard Specification 9-05.15(2) for additional requirements.
3. Use only On Sags and vertical curbs locations.
4• Unless otherwise specified, vaned grates shall be used with standard frame
in the travel way, gutter or shoulder. vaned grates shall not be located
within crossroads. Use vaned grates along rolled curbs.
STD
PUBLIC WORKS RECTANGULAR BI-DIRECTIONAL' PLAN - 204.30
.(}. DEPARTMENT VANED GRATE
ANT I MARCH 2008
H
FRAME AND VANED GRATE
CLEAN SURFACE AND BOTTOM AREA.
PROVIDE UNIFORM CONTACT.
THE SURFACE AREA OF THE BASE SECTION MUST
BE GROUTED TO THE BOTTOM AREA OF THE
ADJUSTMENT SECTION.
BASE SECTION
NOTES
1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT
BE GROUTED TO FINAL GRATE UNTIL THE FINAL
ELEVATION OF THE PAVEMENT, GUTTER, DITCH, OR
SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN
ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS
GIVEN BY THE ENGINEER TO GROUT OR GRATING IN
PLACE IN ACCORDANCE WITH STANDARD SPECIFICATION
7-05.3.
2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE.
THE USE OF SHIMS IS PROHIBITED.
3. MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT
RINGS AND BRICKS PRIOR TO PLACEMENT.
4. THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS
ARE STAGGERED TO CREATE A RUNNING BOND OR Y2
BOND.
SEE NOTE 4
Y
�'~$��� PUBLIC WORKS CATCH BASIN INSTALLATION STD. PLAN - 202.00
+ DEPARTMENT
ivz MARCH 2008
r�
Cal 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
HOLDINGS LLC
HO
SEE NOTE
SE 1/4 SECTION J. TOWNSHIP 23 N., RANGE 5 E, W.M.
MAE& TINS RANCH
29' MIN.
TYPN. � 20114"
DETAIL SECTION I A )
CATCH BASIN
a 7"
(, 0.58'1
= 3'
(=00.25'1
GRATE '
=34" (WIDE SIDE)
CATCH BASIN TYPE 1
••� \ I = 40' (WIDE SIDE)
CATCH BASIN TYPE IL
FRAME
TOP VIEW
SEE NOTE 1
SECTION OA
,i�cC�C43t Ca L .;HT DUTY
.....:: .
2 0
a SEE NOTE 4
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(TYPJ
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WIRE MESH REINFORCEMENT
DETAIL SECTION I A )
CATCH BASIN
a 7"
(, 0.58'1
= 3'
(=00.25'1
GRATE '
=34" (WIDE SIDE)
CATCH BASIN TYPE 1
••� \ I = 40' (WIDE SIDE)
CATCH BASIN TYPE IL
FRAME
NYLOPLAST II DRAIN BASIN: 2808AO
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D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 - 7TH AVENUE, KIRKLAND, WA 98033
FN
0425.8273063 F425.8272423
REVISION
GRATE
E E.
1,EI LIE,.;K
TER JAL >ea??�I_�. BE ST{�AE. L.�4a !._1TI•-3:x�.. i.:.
GR,,V111AAR 1�!ATERIN. UEETI`'.1r= TGIF =-9;Ir«UIRE!`',IUIT ,17 I13_AS,9
OR Cf: \SS 11 IATEP IrE.I:. AFj DE~ ItlED 1'1 ASTFoi'a.'? 1, BECD `VII€., i�
5,AJ. K~IU FOP SURFi GE Darty "4liVV E 1 III ET5 SHAILL BE r E?,_) &
a `.,MF'A'k"TIED Lill KIR ML -t Irl °J,#<:;i, ^�Ll��tII.,E ��£'ITe� ASPLI0,, 32 t,
4" lilt '1
TOP
7 OR 8 EQUAL SPACES _
rZ DIRECTION OF FLOW
SECTION l,J
11
3!4"
1 1/4"
5/B'
BOLT -DOWN SLOT DETAIL
SEE NOTE t
\ NOTES
1 Provide two slots in the grate that are vertically aligned
with the holes in the frame. Location of bolt -down slots
varies among different manufacturers.
ISOMETRIC 2. Refer to Standard Specification 9-05.15(2) for additional
requirements.
3• Unless otherwise specified, vaned grates shall be used with standard frame
in the travel way, gutter or shoulder. vaned grates shall not be located
within crossroads. Use vaned grates along rolled curbs.
Gtit Y STD. PLAN - 204.20
�j + PUBLIC WORKS RECTANGULAR
�i DEPARTMENT VANED GRATE
MARCH 2008
1'
SLOT - SEE DETAIL 3"
AND NOTE 1
5'
5"
20
5-
5'
5. 3' _
SECTION 08
d.R.4TE t TIO L, C RATIN
TOP VIEW
SEE NOTE 1
SECTION OA
,i�cC�C43t Ca L .;HT DUTY
.....:: .
FRAME DETAIL
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NOTES .
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1. The asymmetry of the Combination Inlet shall be considered when
L t ..t1E '):'A,
WIRE MESH REINFORCEMENT
calculating the offset distance for the catch basin. See SECTION A.
_
f
Jrr
4' DRAIN PIPE
2. The dimensions of the Frame and Hood may vary slightly among dif-
4 x 4 W2.9 x W2.9 6 GAGE
J" AT EDGE
ferent manufacturers. The Frame may have cast features intended
CURB OR CURB AND GUTTER
to support a grate guard. Hood units shall mount outside of the
Frame. The methods for fastening the Safety Bar / Debris Guard Rod
MATCH TOP
TO TOP
OF HOOD
CURB
to the Hood may vary. The Hood may Include casting lugs. The top
OF
(1YP.)
/
of the Hood may be cast with a pattern.
HOOD
.. IE
C)R '(I`W IfdI P
3. Attach the Hood to the frame with two 3/4" x 2" hex head bolts, nuts,
J.r
7RIII f�""R;!,aft IIE..bY,r F tls..k V FTI .,. i:.}Fq'7 t1:.IR
and oversize washers. The washers shall have diameters adequate
(:f T _ V 0Ra1tl P"SIfl D., F, T_ r:.:; c =tl...F t,!0;; r IT "D 4.1 «F IT ,ttl.-l E
DO NOT INSTALL
SAFETY BAR!
DEBRIS GUARD to assure full bearing across the slots.
1/
20" x 24" VANED GRATE 4. When bolt -down grates are specified in the contract, provide two
FRAME holes in the frame that are vertically aligned with the grate slots.
I
D .A0,"11l"` ti . 70-0-1 1.� :,
Tap each hole to accept a 518" x - 11 NC x 2" alien head cap screw.
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Location of bolt -down holes varies among different manufacturers.
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5. Only ductile iron Vaned Grates shall be used.
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6. This plan is intended to show the installation details of a manufac-
DOWNSPOUT STORM•
STD PLAN - 210.00
tured product. It is not the intent of this plan to show the specific
DEPARTMENT
ISOMETRIC VIEW
details necessary to fabricate the castings shown on this drawing.
�ve.
MARCH 2008
�~�Y
PUBLIC WORKS
OPEN CURB FACE
STD. PLAN - 203.00
DEPARTMENT
FRAME AND GRATE
MARCH 2008
�zvz°
INSTALLATION DETAIL
NYLOPLAST II DRAIN BASIN: 2808AO
fr LS IYRE Cyi'f('''plk�-.IL E I' I.`:l€q'iILVI0:L-
�i=r` EIIL°B ,E;
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a �C��,riltF°�I`l` t!f� jai l'_�I EaFEI LILJPV SE.'A' R '.EX: SL.¢R I5t Pt/i D)AIy:°
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:
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D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 - 7TH AVENUE, KIRKLAND, WA 98033
FN
0425.8273063 F425.8272423
REVISION
GRATE
E E.
1,EI LIE,.;K
TER JAL >ea??�I_�. BE ST{�AE. L.�4a !._1TI•-3:x�.. i.:.
GR,,V111AAR 1�!ATERIN. UEETI`'.1r= TGIF =-9;Ir«UIRE!`',IUIT ,17 I13_AS,9
OR Cf: \SS 11 IATEP IrE.I:. AFj DE~ ItlED 1'1 ASTFoi'a.'? 1, BECD `VII€., i�
5,AJ. K~IU FOP SURFi GE Darty "4liVV E 1 III ET5 SHAILL BE r E?,_) &
a `.,MF'A'k"TIED Lill KIR ML -t Irl °J,#<:;i, ^�Ll��tII.,E ��£'ITe� ASPLI0,, 32 t,
4" lilt '1
TOP
7 OR 8 EQUAL SPACES _
rZ DIRECTION OF FLOW
SECTION l,J
11
3!4"
1 1/4"
5/B'
BOLT -DOWN SLOT DETAIL
SEE NOTE t
\ NOTES
1 Provide two slots in the grate that are vertically aligned
with the holes in the frame. Location of bolt -down slots
varies among different manufacturers.
ISOMETRIC 2. Refer to Standard Specification 9-05.15(2) for additional
requirements.
3• Unless otherwise specified, vaned grates shall be used with standard frame
in the travel way, gutter or shoulder. vaned grates shall not be located
within crossroads. Use vaned grates along rolled curbs.
Gtit Y STD. PLAN - 204.20
�j + PUBLIC WORKS RECTANGULAR
�i DEPARTMENT VANED GRATE
MARCH 2008
1'
SLOT - SEE DETAIL 3"
AND NOTE 1
5'
5"
20
5-
5'
5. 3' _
SECTION 08
d.R.4TE t TIO L, C RATIN
I Akt F
3 Wtfi sa #
,i�cC�C43t Ca L .;HT DUTY
.....:: .
ate4.9:; S
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WIRE MESH REINFORCEMENT
4" DRAIN PIPE
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4' DRAIN PIPE
f;
YLP 107.13.15 SURVEYED: lc
DESIGNED:
,7,,Y.7
I�IN
DRAWN: ������yy
Iv'1n
CHECKED:
BY DATE AP P R APPROVED:
CONCRETE
SIDEWALK -
PLANTING
STRIP
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CONCRETE CURB
- TYPE MAY VARY
TEMPORARY CAP AT EDGE OF
RIGHT OF WAY, UNLESS OTHERWISE
RAN LINE / DIRECTED IN CONTRACT
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4" DRAIN PIPE
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4' DRAIN PIPE
4 x 4 W2.9 x W2.9 6 GAGE
J" AT EDGE
EXP. JOINT
(SEE STD. SPEC. 9-07.7)
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SECTION O 1/2" MINIMUM COVER
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STRIP J
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PUBLIC WORKS
DOWNSPOUT STORM•
STD PLAN - 210.00
ROADWAY -i
(REINFORCEMENT NOT SHOWN)
PLAN
80A 8" CUSTOM DRAIN BASIN
+;1d IwS FC=T'ILF IW)1J (a:�ArE.
{ F
wh
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(EX: SC°I1 40). PVC C90(j C;905, CORRIJGWED & FSI EE � PV
1 OAG_-X; 10" CUSTOM DRAIN BASIN
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FII F TILE I I7,'6.GRATE
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R/W LINE
4" DRAIN PIPE 12" 6• 6 x 6 W4.0 x W4.0 (4 GAGE)
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4' DRAIN PIPE
4 x 4 W2.9 x W2.9 6 GAGE
J" AT EDGE
k .n
(SEE STD. SPEC. 9-07.7)
OOFPR(W
SECTION O 1/2" MINIMUM COVER
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SHALL BE AT OR
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ABOVE GUTTER LINE ISOMETRIC
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PUBLIC WORKS
DOWNSPOUT STORM•
STD PLAN - 210.00
DEPARTMENT
DRAIN, UNDER SIDEWALK
'IFN tp$
MARCH 2008
80A 8" CUSTOM DRAIN BASIN
+;1d IwS FC=T'ILF IW)1J (a:�ArE.
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1 OAG_-X; 10" CUSTOM DRAIN BASIN
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