HomeMy WebLinkAboutR-422945rn
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A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON
DocuSign Envelope ID: 6EECF566-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: 6EEC F5B6-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: 3131B34D3-7EOA-476C-ADB3-4329FFEOC108
20"
24"
r�
L
2 112" DIA. HOLE
DO
0000�0000
TOP
I I
I I
1/2"
BOLT -DOWN SLOT, 3/4^ 1
SEE DETAIL AND
NOTE 1 I 1 1,14" +�
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I I
BOLT -DOWN SLOT DETAIL
SEE NOTE 1 — I
ISOMETRIC
4 314" f 1 1/2" T
1 5/8X.3.
T
R39", SEE NOTE 2
5"
r 3l4"
1 5I8"
a"
3/a" DIA. HOLE
1 /2" DIA. HANDLE
SECTION C
UQPUBLIC WORKS
DEPARTMENT
3"
R26", SEE NOTE 2
1 112'
NOTES:
1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES,
GRATES, AND COVERS, UNLESS OTHERWISE SPECIFIED.
PROVIDE TWO HOLES IN THE FRAME THAT ARE
VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS.
THE FRAME SHALL ACCEPT THE 5/8"-11 NC x 2" ALLEN
HEAD CAP SCREW BY BEING TAPPED, OR OTHER
APPROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES
VARIES BY MANUFACTURER.
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.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 204.10
D:
RECTANGULAR SOLID METAL COVER GAZ 9/28/2018 1
wo,�Aam�m:nam, DATE
:45 AN
OLT-DOWN SLOT,
EE DETAIL AND
OTE 1
LETTERING
ISOMETRIC
24"
7 OR 8 EQUAL SPACES
1 DIRECTION OF FLOW
1 5/8' MAX.
SECTION A
NOTES:
1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND
COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN
THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR
COVER SLOTS. THE FRAME SHALL ACCEPT THE 5/8"A 1 NC x 2" ALLEN
HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED
MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY
MANUFACTURER.
2. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL
REQUIREMENTS.
3. FOR FRAME DETAILS, SEE STANDARD PLAN 204.00.
/2"
3I4"
1 11/4"
TI I
I
I
BOLT -DOWN SLOT DETAIL
SEE NOTE 1
UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS)
STD. PLAN - 204.20
} PUBLIC WORKS PRO
DEPARTMENT RECTANGULAR VANED GRATE GAZ 9/28/2018 1
u,w"n:Ae—i—W, DATE
:45 AN
TTERING
DLT HOLES - 3 PLACES
DUALLY SPACED 120" APART ON
t 1/16" DIA. B.C.
SKID GROOVE PATTERN
DIA. PICKHOLE
COVER BOTTOM VIEW
rii..wn vicvv ....------
(3) BLT SOC. (ALLEN HEAD)
5/8"-11 x 1.5 SS RUBBER
WASHER
25" DIA. r
r—F
_I_ L
3/4"
/2„
a3/4" I EON BOLTING DETAIL
(TYP.) ��II
COVER SECTION VIEW
1/4' 1 v16"
RV,.
26 1/2" DIA.
251/4" DIA. GASKET GROOVE DETAIL
1/4" DIA. NEOPRENE GASKET
1 1/16"
= 1/4" = 1/2"
6'
5/81, =27
/8"DIA. CL OPENL�
5/16"DIA. SKID GROOVE PATTERN DETAIL
34 118" DIA.
FRAME SECTION VIEW
NOTES:
1. ALL COVERS SHALL BE LOCKING LID PER EJ No. 3717C1
OR APPROVED EQUAL.
2. THIS COVER SHALL ONLY BE USED FOR STRUCTURES
WITHIN PRIVATE DEVELOPMENTS OUTSIDE OF PUBLIC
RIGHT-OF-WAY.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 204.40
a PUBLIC WORKS STORM ROUND FRAME AND COVER
s DEPARTMENT (PRIVATE) Aartin Pastuchb/13/2020
EnBIMPID9 B449D.DATE
8:48
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
25'
/4"
29 1/4"
BOLT -DOWN HOLE (TYP.) - 5/8',
11 NC, SEE DETAIL AND NOTE 2
TOP
RECESSED ALLEN
HEAD CAP SCREW
581CNx2" GRATE
FRAME
SECTION BOLT -DOWN DETAIL
SEE NOTE 2
24 114"
E=V=/
SECTION A
SEE DETAIL ISOMETRIC VIEW
�314"
' 11/4" 1 NOTES:
I 4 4 1/2" i 1 SEE STHIS TANDARD PLANS 204 AME 04IS DESIGNED TO .220, 204..30, AND 204.40.�TES OR COVERS,
2. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND
/ COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE
1 5/8" FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS.
THE FRAME SHALL ACCEPT THE 50-11 NC x 2"ALLEN HEAD CAP
BEING TAPPED, OR OTHER APPROVED MECHANISM. LOCATION OFCREW BY
\ BOLT -DOWN HOLES VARIES BY MANUFACTURER.
3. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL
\ DETAIL / REQUIREMENTS.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 204.00
c PUBLIC WORKS
DEPARTMENT RECTANGULAR FRAME GAZ 9/28/2018 1
"erg.—Aa .i;1,am, DATE
:45 An
I'D C. 9 sitts&hill
44 1401A, 6,UJA
CIVIL I STRUCTURAL I SURVEY
�Ir 4815 CENTER STREET I TACOMA, WA. 98409
j V PHONE: (253) 474-9449 I FAX: (253) 474-0153
http://www.sittshill.com/
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Project No.: 19480 Project Mgr.: DCD
A 46449 4
��ic� GIS1E `tti� '1,f� Proj. Engineer: DKM/RJJ Proj. Drafter: KLK/DKM
s'SI�NAL F•�G �^.
R-422945
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING A018t&�'
IL
Wanders 05/08/2023 %,�#]
SURVEYED: SCALE: DATE:
VERTICAL: NAVD ,• BROTHERTON CADILLAC - RENTON
DESIGNED:
AS NOTED HORIZONTAL: NAD 1983/13/1991 CITY OF
DKM/RJJ FIELDBOOK:
• Call 811 , RENTON
DRAWN: PAGE:
KLK DKM ONE INCH DATU M � DRAWING N0:
• ® two business days I CHECKED:DCD AT FULL SCALE Planning/Building/Public Works Dept. GRADING AND STORM DRAINAGE DETAILS C3.4C
IF NOT ONE INCH
before you dig NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY (PRIVATE AND PUBLIC) SHEET: 9 OF:
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