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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: 6EECF5B6-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB3-4329FFEOC108
20'
24"
L
2 1/2" DIA. HOLE
/
DO
TOP
I I
I I
112"
BOLT -DOWN SLOT, 3I4"
SEE DETAIL AND
NOTE 1 1 1,14"
I I
I I
BOLT -DOWN SLOT DETAIL
SEE NOTE 1 — I
ISOMETRIC
4 314" 1 1/2" T
1 5/8" MAX. T
R39", SEE NOTE 2
5"
r 3l4"
1 5I8"
a"
3/4" DIA. HOLE
1 /2" DIA. HANDLE
12"
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 INC 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:n.m, DATE
:45 AN
I
OLT-DOWN SLOT, 1/2"
�EE DETAIL AND
OTE 1
I I
11/4" I
5/8" I
I I
I I
BOLT -DOWN SLOT DETAIL
SEE NOTE 1
LETTERING
ISOMETRIC
24"
7 OR 8 EQUAL SPACES
1 DIRECTION OF FLOW
1 5/8' MAX.
SECTION A
1 ••
s'•
5"
5"
20"
5"
5"
57 =1
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 50-11 INC 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.
UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS)
STD. PLAN - 204.20
v },IL PUBLIC WORKS 7CAZ
DEPARTMENT RECTANGULAR VANED GRATE 1
9/28/2018 1
DATE
• Call 811
• m two business days
before you dig NO.
REVISION
:45 AN
TTERING
DLT HOLES - 3 PLACES
DUALLY SPACED 120" APART ON
t 1/16" DIA. B.C.
SKID GROOVE PATTERN
DIA. PICKHOLE
rii..wm virvw
25" DIA. � r
�L
/2"
8 3/4"
(TYP.)
COVER SECTION VIEW
— 26 1/2" DIA.
— 25 1/4" DIA.
1A" DIA. NEOPRENE GASKET
COVER BOTTOM VIEW
(3) BLT SOC. (ALLEN HEAD)
5/8"-11 x 1.5 SS RUBBER
WASHER
EON BOLTING DETAIL
1/4' 11/16"
R1/8"
GASKET GROOVE DETAIL
16
� = 1/2"
5/8" 23 3/8" DIA. CL OPEN
275/16"DIA. SKID GROOVE PATTERN DETAIL
34 1/8" 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)
Aoffrtk STD. PLAN - 204.40
}; PUBLIC WORKS STORM ROUND FRAME AND COVER [MFM?I3"`
s_ DEPARTMENT (PRIVATE) I Aartin Pastuch&/13/2020
688�PD98B449D... DATE
SURVEYED:
DESIGNED:
DKM/RJJ
DRAWN:
KLK/DKM
CHECKED:
DCD
BY DATE AP P R APPROVED:
DCD
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
8:48
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
25 1 /4"
29 1/4"
BOLT -DOWN HOLE (TYP.) — 5/8',
11 NC, SEE DETAIL AND NOTE 2
TOP
RECESSED ALLEN
HEAD CAP SCREW
5/8" - 11 NC x 2"
GRATE
FRAME
SECTION BOLT -DOWN DETAIL
SEE NOTE 2
24 114"
i
SECTION A
SEE DETAIL ISOMETRIC VIEW
�314" ��
' 11/4" 1 NOTES:
I 4 1/2" i 1 . THIS SEE STANDARD PLANS 204 04AME IS DESIGNED TO .2MMODATE 20"x 20, 204..30, AND 204.40.�TES OR COVERS,
I\ 1 518" I 2. 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 50-11 NC x 2"ALLEN HEAD CAP
3/4" / BEING TAPPED, OR OTHER APPROVED MECHANISM. LOCATION OFCREW BY
\ BOLT -DOWN HOLES VARIES BY MANUFACTURER.
\ 2 1/2" 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
}' PUBLIC WORKS °
DEPARTMENT RECTANGULAR FRAME GAZ 9/28/2018 1
.erAa .m1,.,., DATE
CONSTRUCTION
RECORD DRAWING
PROJECT WAS COMPLETED IN SUBSTANTIAL
CONFORMANCE WITH THE APPROVED
PLANS. ELEVATION DEVIATIONS, WHERE
APPLICABLE, ARE DENOTED WITH PLAN
CALLOUT UPDATES, AND A STRIKEOUT
THROUGH THE ORIGINAL ELEVATION.
UTILITY AS —BUILT INFORMATION OBTAINED
BY MCKEE ENTERPRISES AND VERIFIED BY
SITTS & HILL ENGINEERS, INC.
C TY OF
RENTON
Plan ning/Building/Public Works Dept.
:45 AN
sitts&hill
°E1 W�cl fJ, CIVIL I STRUCTURAL I SURVEY
4815 CENTER STREET I TACOMA, WA. 98409
fs PHONE: (253) 474-9449 I FAX: (253) 474-0153
,y http://www.sittshill.com/
.per �PicG1 49 Project No.: 19480 Project Mgr.: DCD
S�oy,at' E~G Proj. Engineer: DKM/RJJ Proj. Drafter: KLK/DKM
{L'
R-422945
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DATE:
BROTHERTON CADILLAC - RENTON
FIELDBOOK:
PAGE:
DRAWING NO:
GRADING AND STORM DRAINAGE DETAILS C14C
(PRIVATE AND PUBLIC) SHEET: 19 OF:39
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