HomeMy WebLinkAboutR-402816N
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BOLT -DOWN SLI
I DETAIL AND NO"
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TOP
4 3/4" 1 1/2"
2
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39" R — SEE NOTE 2
SECTION OA
5"
3 1/r
3/4"
518"
4" M1/2'
3/4"DIAM. HOLE
1/2' DIAM. HANDLE
__7
SECTION O
1/2"
BOLT -DOWN SLOT RETAIL
SEE NOTE 1
SECTION OB
NOTES
1. Provide two slots in the cover that are vertically aligned
with the holes in the frame.Location of bolt -down slots
varies among different manufacturers.
2. Alternative reinforcing designs are acceptable in
lieu of the rib design.
3. Refer to Standard Specification 9-05.15(2) for additional
requirements
4. For Frame details, see City of Renton
Standard Plan 204.00.
ISOMETRIC
ti o STD. PLAN - 204.10
G/.•��'� PUBLIC WORKS RECTANGULAR SOLID
DEPARTMENT METAL COVER
FNT' MARCH 2O08
RECTANGULAR SOLID METAL COVER
NOT TO SCALE
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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.
2. Refer to Standard Specification 9-05.15(2) for additional requirements.
3. The thickness of the grate shall not exceed 1 5/8"-
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.
P.0- do KIM
ISOMETRIC
SLOT - SEE DETAIL
AND NOTE 1
3/8" (9mm) RECESSED
LETTERING
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L&
3/4"
1 1/4"
BOLT -DOWN SLOT DETAIL
SEE NOTE 1
ti`iY �o STD. PLAN - 204.40
PUBLIC WORKS RECTANGULAR
\= �� DEPARTMENT HERRINGBONE GRATE
MARCH 2O08
RECTANGULAR HERRINGBONE GRATE
NOT TO SCALE
AS -BUILT
1 CERTIFY THAT THE INFORMATION SHOWN HEREON
ssIONALgE���
WHICH WAS AS -BUILT BY AHBL , AND MAY INCLUDE
1/07/2019
0
LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND
AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING
- -
MID130
FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY
ALTERATION OF THIS DMENT SHALL I WXMTE THE
PRMMM& SEAL AND SIWTURE PUMTICNOF
Know whars bel OW.
DIRECT SUPERVISION ON THIS DATE: 11/7/2019.
THIS DOMWENT DOES NOT DEROGATE RM RESOM
01INERSHP WM IN ff. THS DOMWENT �
TAC0MA•SEATTLE•SPOKANE•TRI-CITIES
call before you dig.
AHBL PROJECT N0. 2180059
OWY FM THE PRUM 11ENTO IN THE AND IS NOT TO BE USED FOR REPAR" REMODEL OR
ADDITION TO THAT PR06ECT OR FOR ANY OTHER PROW.
1200 6th Avenue, Suite 1620 Seattle, WA 98101
206.267.2425 TEL 206.267.2429 FAX www.ahbl.com WEB
®V'CANTS - DRg7/KC
T
RENTON
AHEAD OF THE CURVE
I c�
DRAIN
1/2" [13mm] LETTERING
BOLTHOLES - 3 PLCS EQUALLY SPACED 120"
APART ON 231/16' (586mm) DIA B.C.
(1)1" (25mm)
DIA PICKHOLE
132mm] LETTERING
PLAN VIEW
25" DIA.
[635mm]
[25mm]
3/4"
[19mm] I�I
[222mm] Ism]
TYP
COVER SECTION VIEW
26 112" DIA
[673mm]
25 1/4' DIA
[641mm] 1 1/16"
1/4" (6mm) DIA [27mm]
NEOPRENE GASKET
6"
T} I [752mm]
J 23 3/8" DIA CL OPEN
[16mm] ~ [594mm]
27 5/16" DIA
[694mm]
34 1/8" DIA _
[867mm]
FRAME SECTION VIEW
COVER BOTTOM VIEW
(3) BLT SOC. (ALLEN HEAD)
SIR"_11 Y 1 S CC
EON BOLTING DETAIL
1/4'
[6mm] 1 1/16"
[27mm]
1/8"
[3mm]
1/8"
[R3mm]
GASKET GROOVE DETAIL
NOTES
ALL COVERS SHALL BE LOCKING LID PER EASTJORDAN IRONWORKS INC. No. 3717C1 Ij
OR APPROVED EQUAL.
tiY_o STD. PLAN - 204.50
PUBLIC WORKS STORM ROUND FRAME AND COVER
N� DEPARTMENT
MARCH 2O08
STORM ROUND FRAME AND COVER
NOT TO SCALE
CONSTRUCTION RECORD DRAWINGS
STORM DRAINAGE REVISIONS
1 ALTERNATE BID NO. 1: SOCCER FIELD IMPROVEMENTS
NO. REVISION
SURVEYED:
DESIGNED:
AMT 09/20/2019 ACB DRAwN. AMT
AMT 01 28 2019 ACB CHECKED:
BJS
BY DATE APPR APPROVED:
WJF
SCALE:
AS SHOWN
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
HOR ON ALL NAD D1983//11991
DATUM
#6 BARS Q 7- SPACING
24" DIAM., 48" DIAM. J
OR 54" DIAM. HOLE
T (TYP) I-
12 1
1 Li
1" MIN.
1/2" MAX.
84" or 96" FLAT SLAB TOP
#5 BARS @ 6" SPACING
20" x 24",
24" DIAM., 48" DIAM.
OR 54" DIAM. HOLE
T (TYP. �-
m 1" MIN.
21/2" MAX.
72" FLAT SLAB TOP
#4 BARS @ 6" SPACING
20" x 24" OR
24" DIAM. HOLE
4
T (TYP.)
1" MIN.
2 1/2' MAX.
48", 54", or 60" FLAT SLAB TOP
TYPICAL ORIENTATION
FOR ACCESS AND STEPS
21 1
0 (V
48" MIN.
r 1
ECCENTRIC CONE SECTION
R IT
\�__ ONE #3 BAR HOOP FOR 6' <1>
TWO #3 BAR HOOPS FOR IT
RECTANGULAR ADJUSTMENT SECTION
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.
1`T'Y O
CITY OF
RENTON
Planning/Building/Public Works Dept.
12" (TYP.)
6o
v 8"
o.
12"
PREFABRICATED LADDER
12" MIN.
f0� N Z
rn
STEP
34"
�NE #3 BAR HOOP - ' '
�S«
CIRCULAR ADJUSTMENT SECTION
PUBLIC WORKS MISCELLANEOUS DETAILS FOR
DEPARTMENT DRAINAGE STRUCTURES
STD. PLAN - 204.60
MARCH 2O08
MISCELLANEOUS DETAILS
FOR DRAINAGE STRUCTURES
NOT TO SCALE
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R-402816 I a
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0
McKNIGHT MIDDLE SCHOOL
FIELD IMPROVEMENTS
RENTON SCHOOL DISTRICT
NOTES & DETAILS
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DATE:
1/15/2019
FIELDBOOK:
PAGE:
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