HomeMy WebLinkAboutR-39713024• s"
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1- R Y Z 1" 3
m LEVEL a W Y m
HOOD Z N a MOLD
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a..� In' MIN. 6 C' m 3 a MOLD
v OPENING HEIGHT �� BOLT -DOWN SLOT SEE NSLOT - SEE �� SLOT- SEE DETAIL
I t{ 4" MIN. DETAIL AND NOTE 1 I ❑ `� AND NOTE 1DETAIL 5• AND NOTE 1
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A 3o J 51. 3 fn
Q TOP OF GRATE 2 1(2` DIA . H 4 � J
LL.I SEE NOTE 3 5' -
FRAME 20 � 20 N
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DETAIL SECTION O pa���QpQp 3, n
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OUTFACE TO STREAM DUMP NO POLLUTANT CATCH BASIN IUTFALL TD STREAM DUMP NO POLLUTANT
29•MIN. (-0�) =3" TOP B SECTION OB TOP SECTION O
w TOP SECTION
1" MIN. 20 1/a" (= 0.25')
s
Typ GRATE � � �
C NOTES U
L 1 Provide two slots in the cover that are vertically aligned
O o with the holes in the frame.Location of bolt -down slots
z with
among different manufacturers.
NOTE 4 4 3l4" 1 1 /2" yq•
SEE N
:34'(WIDE SIDE) g
(TYP.) 2. Alternative reinforcing designs are acceptable in
Z CATCH BASIN TYPE 1 7 OR 8 EQUAL SPACES
SEE NOTE � lieu of the rib design. '� 24•
mP') = 40" (WIDE SIDE)
H:'•� •• CATCH BASIN TYPE 1L 3. Refer to Standard Specification 9-05.15(2) for additional uP5 DIRECTION OF FLOW 4 EQUAL SPACES 4 EQUAL SPACES
ON
requirements
O =-7--. SEE NOTE 2 4. For Frame details, see City of Renton
o SECTION O Standard Plan 204.00. LSECTION O __
Z SEE NOTE
TOP VIEW SECTION O 1/2 SECTION 0
O FRAME DETAIL O
NOTES
1. The asymmetry of the Combination Inlet shall be considered when 1 1/4"
V calculating the offset distance for the catch basin. See SECTION A.
Z 2. The dimensions of the Frame and Hood may vary slightly among dif- 7 O
ferent manufacturers. The Frame may have cast features intended 5•
CURB OR CURB AND GUTTER to support a grate guard. Hood units shall mount outside of the g,n• Op000�
MATCH TOP OF HOOD Frame. The methods for fastening the Safety Bar / Debris Guard Rod 1/2 TO TOP OF CURB (TYP.) O
to the Hood may vary. The Hood may include casting lugs. The top ®p O ®p ®gyp
A ' 0 ® ®Q 0 ®� G
/L YL of the Hood may be cast with a pattern.
HOOD 3. Attach the Hood to the frame with two 3/4" x 2" hex head bolts, nuts, 4" 4- 3/q• DIAM. HOLE O®®�OOpO�®®�pOOOOOp
DO NOT INSTALL and oversize washers. The washers shall have diameters adequate 1 1/z" 1/2" DIAM. HANDLE O�p®OODOpO®00®�O®� BOLT -DOWN SLOT DETAIL BOLT -DOWN SLOT DETAIL
W SAFETV BAR/ DEBRIS GUARD to assure full bearing across the slots. pO®�®0®OOGooO®
x QOO O�®OOO�O SEE NOTE 1
���\SEE NOTE 1
20" 24" VANED GRATE 4
When bolt -down grates are specified in the contract, provide two SECTION cO 1 �Op00OOp� NOTES Y
holes in the frame that are vertically aligned with the grate slots. ®O®� NOTES
FRAME Tap each hole to accept a 5/8" x - 11 NC x 2" alien head cap screw. OOG 1• Provide two slots in the grate that are vertically aligned . .
Location of bolt -down holes varies among different manufacturers. with the holes in the frame. Location of bolt -down slots Provide two slots in the grate that are vertically aligned
See BOLT- DOWN DETAIL varies among different manufacturers. 1. with the holes in the frame. Location of bolt -down slots varies
among different manufacturers.
5. Only ductile iron Vaned Grates shall be used. ISOMETRIC ISOMETRIC
BOLT -DOWN SLOT DETAIL ISOMETRIC z. Refer to Standard Specification 9-05.15(2) for additional z. Refer to Standard Specification 9-05.15(2) for additional requirements. J
6. This plan is intended to show the installation details of a manufao SEE NOTE 1 requirements. 3. Use only on sags and vertical curbs locations.
tured product. It is not the intent of this plan to show the specific 3. Unless otherwise specified, vaned grates shall be used with standard frame
ISOMETRIC VIEW details necessary to fabricate the castings shown on this drawing. in the travel way, gutter or shoulder. vaned grates shall not be located 4. Unless otherwise specified, vaned grates shall be used with standard frame
within crossroads. Use vaned grates along rolled curbs. in the travel way, gutter or shoulder. vaned grates shall not be located
within crossroads. Use vaned grates along rolled curbs.
o~�Y STD. PLAN - 203.00 o~�Y �,{ STD. PLAN - 204.10 o~�Y �� STD. PLAN - 204.20 o~�Y �� STD. PLAN - 204.30
PUBLIC WORKS OPEN CURB FACE n PUBLIC WORKS RECTANGULAR SOLID n PUBLIC WORKS RECTANGULAR n � PUBLIC WORKS RECTANGULAR BI-DIRECTIONAL
;P- + DEPARTMENT FRAME AND GRATE DEPARTMENT METAL COVER � DEPARTMENT VANED GRATE - DEPARTMENT VANED GRATE
�N f INSTALLATION DETAIL MARCH 2O08 FNTO MARCH 2O08 �N fO MARCH 2O08 �N fO MARCH 2008 M0
W
r
O
O
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1/2" [13mm] LETTERING NOTE:
Y
a
O.D. limits of pipe W (sae note 4)
D• compaction 1 . SEE SEC. 5.04. KCRS.
BOLTHOLES - 3 PLCS EQUALLY SPACED 120• io 3' max. Y m p limit cr pipe one
APART ON 23 1H6' (586mm) DIA B.C. #6 BARS @ 7" SPACING
TS - 12"(TYP•) 1'-0 madenal c
��zI�ceT x turovaMOf
for flexible 2. INSTALLATION OF N.D.C.B.U.
MUM pipe (see
® s �w note6) INCLUDING CONSTRUCTION OF
21"x24", Cc O.D. BASE WILL BE DONE BY THE
24- DIAM, 48" DIAM. 0.15 O.D. min.
NOTE: a` OR54^DIAM. HOLE U.S. POSTAL SERVICE.
CITY LOGO LIDS NOT y limits of pipe
�P') compaction Q 0.850.D. min.
R E N T O N ALLOWED ON PRIVATE 2"
PROPERTY/SYSTEM �� 12 eveldation $ , n r n r a
AHEAD OF THE CURVE ® Q 1"MIN. iA for pi bedding
,�"A4gx for pipe bedding Brevel backfill for 1 -4 2 -7 MAX. MIN. 5'-0" CLEAR WIDTH
£ °m foundations when specified
84" Or 98" FLAT SLAB TOP ,2• • A= 4 min. 27" I.D. and under
P8' min., over2T I.D.
DRAIN PREFABRICATED LADDER A. Metal and Concrete Pipe -
(1)1" (25mm) >: Bedding for Flexible Pipe L - - - J
Js
DIA PICKHOLE COVER BOTTOM VIEW
OQ #5 BARS O 6" SPACING
span span span -
max max 3' max
1 114" [32mm] LETTERING Flexible Pipe NOTES: � - -
1. Provide uniform support under barrels.
PLAN VIEW °
12" MIN. 2. Hand tamp under haunches.
20" x 24" 1 3. Compact bedding material to 95% max. density; directly-
24" DIAM., 48" DIAM. al over pipe, hand tamp only. I
OR 54" DIAM. HOLE 0.15 rise min. 4. See "Excavation and Preparation of Trench" in sanitary
2' (TYP TYPICAL ORIENTATION �
25" DIA. (3) BLT Soc. (ALLEN HEAD) r m sewers section of the standard WSDOT/APWA - - - MOUNT ON PEDESTAL PROVIDED
5/8"-11X1.53S �- FOR ACCESS AND STEPS limits of i
[635mm] 1• 1 pipe specifications for trench width "W" and trenching
[25mm] RUBBER WASHER 1 compaction D.85 rise in. WITH N . D . C . B . U . UNIT.
-[ 1"MIN. STEP options. The pipe zone will be the actual trench width.
3/4'
[Isom] 72" FLAT SLAB TOP ravel back811 for
The minimum concrete width shall be 1 2 I.D. = 18".
gravel backfill 9 5. Trench backfill shall conform to "Backfilling Sewer 6"
for pipe bedding foundations when specified Trenches" in the sanitary sewers section Of the ANCHOR B 0 LT
TT 2[� WSDOT/APWA standard specification, except that 3/8 r' X FULL DEPTH PATTERN PER
21/2• I rocks or lumps larger than I" per foot of pipe diameter EXPANSION JOINT N.D.C.B.U.
e 3/4^ [64mm] B. Pipe - Arch Installation shall not be used in the backfill material.
[222mm] #4 BARS @ 6"SPACING Q 6. See "Bedding Material for Flexible Pi inaggregates PEDESTAL
TYP ✓. 9 Pe"
section of the WSDOT/APWA standard specifications SIDEWALK TEMPLATE.
COVER SECTION VIEW for the material specifications.
Rigid Pipe NOTES: • "
20' x 24" OR 1. Pipe compaction limits shown on this plan are for pipe '
EON BOLTING DETAIL 24" DIAM. HOLE construction in an embankment. For pipe construction
4 2• (TYP.) 48"MIN. I I in a trench, the horizontal limits of the pipe compaction
i r h zone shall be the walls of the trench.
261/2' DIA 1" MIN 2. All steel and aluminum pipe and pipe -arches shall be • < ^
[673mm] 1 2 M" MAX. ECCENTRIC CONE SECTION installed in accordance with design A. SEE NOTE N 0 . 2
48" S4" Or 60" FLAT SLAB TOP 3. Concrete pipe with elliptical reinforcement shall be ® Backfill material placed in 0.5' loose layers and SEE NOTE
251/4" DIA r r installed in accordance with design A. compacted to 95% maximum density. N O 2
[641mm] 1 1/16" 4. Concrete pipe, plain or with circular reinforcement, shall
be installed with design A. Method B p ci compaction (WSDOTlAPWA)
[27mm] standards specifications.)
(Bmm) DIA 5. O.D. is equal to the outside diameter of a pipe or the p ) 1 -6' •
NEOPRENE GASKET outside span of pipe -arch. The dimensions shown as 1-6
3p. O.D. with 3' maximum shall be O.D. until O.D. equals
1/4• LA 3'; at which point 3' shall be used.
[152mm] loom] �mm] 0". for diameters 12"ter through 42" and spans through Min. den SIDE VIEW
1 � 5 50". 2'-0" for diameters greater than 42" and spans Pipe Size between FRONT VIEW
greater than 50". barrels
23 3I8' DIA CL OPEN 6" OR 12'
[16mm] [594mm] MI ; y 12" to conc., LCPE, CMP circular pipe 3" diam. / 2 NEIGHBORHOOD MAILBOX UNIT
27 5/16• DIA `I
(diameter)
[R3mm] �NE #3 BAR HOOP 'I , NOT TO SCALE
[894mm] - 1!5" T 102" to 180" 48"
341/8" DIA O #3 BAR HOOPS OFOR 12"O 4" 6� pipe - arch 18" to 36" 12"
GASKET GROOVE DETAIL
[867mm] CIRCULAR ADJUSTMENT SECTION metal only 43" to 142" span / 3
NOTES RECTANGULAR ADJUSTMENT SECTION (span) 148" to 199" 48"
FRAME SECTION VIEW IN COMPLIANCE WITH CITY OF RENTON STANDARDS
ALL COVERS SHALL BE LOCKING LID PER EASTJORDAN IRON WORKS INC. No. 3717C1
OR APPROVED EQUAL. 1.0 As an acceptable alternative to rebar, wire mesh having a
minimum area of 0.12 square inches per foot may be used
for adjustment sections.
STD. PLAN - 204.50 o~�Y � STD. PLAN - 204.80 1� STD. PLAN - 220.00
PUBLIC WORKS STORM ROUND FRAME AND COVER n PUBLIC WORKS MISCELLANEOUS DETAILS FOR i PUBLIC WORKS PIPE COMPACTION
DEPARTMENT ' DEPARTMENT DRAINAGE STRUCTURES + DEPARTMENT DESIGN AND BACKFILL
MARCH 2O08 "PENT MARCH 2O08 � ,T MARCH 2O08
_
Call 2 Working Days Before You D'
g y Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
DOES NOT N C L U D E
A S B U �T N E O R M AT O N
0 FIRST SUBMITTAL
ESM
08/30/171
SURVEYED:
SCALE:
NTS
VERTICAL: NAVD 83/1
HORIZONTAL: NAD 1983/1991
DATU M
•-
CITY OF
qqRENTON
Planning/Building/Public Works Dept.
EARLINGTON TOWNHOMES
DETAILS
UTILITY PERMIT #
01 03 18
/ /
1 SECOND SUBMITTAL
ESM
11/15/17
DESIGNED:
Poi
2 THIRD SUBMITTAL
ESM
01/03/18
PAGE:FIELDOOK:
PAGE`
DRAWN:
ONE INCH
DRAWING NO:
DT-04
CHECKED:
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
N 0.
REVISION
BY
DATE
AP P R
APPROVED:
SHEET: +O OF:
3 55
R- 397130