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DocuSign Envelope ID. 6EECF5B6-6U2A-4E4A•B436-A317AA638878
29 114"
I
SOLI -DOWN HOLE ITYP.) -SIB',
11 NO. SEE DETAIL AND NOTE 2
TOP
RECESSEOALLEN
HEAD CAP SCREW
5r8-- 11 NC • 7
I:HArL
Fi1AA1F
SECTION BOLT -DOWN DETAIL
SEE NOTE 2
241W
I
SECTION A
SEE DETAIL ISOMETRIC VIEW
WS' �\
r I1µ» l NOTES:
I1. THIS FRAMEE IS DESIGNED TO ACCOMMODATE Za- • 24" GRAT€S OR COVERS.
ll 4 1IZ- SEE STANDARD PLAINS 2U4.10, 2062e, 204.30, AND 2D4.A0
BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND
I 1 QQVER5, VNLESS.9THERWISE 5PECIFIEIa, PROVIDE TWO HOLES IN THE
1 yS. FRAME THAT ARE VERTICALLY ALIGNED WFfH THE GRATE OR OOVER SLOTS.
THr FRAME SHALL ACCEPT tHt,9Rr-1 INC. 2ALL�N TAPPED. OR OTHER APPROVED EO HANISM- LOCATION CAP �EW BY
ION OF BEING TAPPED.
BOLT -DOWN HOLES VARIES BY MANUFACTURER.
2 1IY f 3. REFER TO STANPARV SPECIFICATION 4-051NR7 FOR ADDITIONAL
` DETAIL REQUIREMENTS
UN LESS DTHERWISE NOTE O, DRAWING 15 NOT TO SCALE (WSJ
STD. PLAN - 204.00
k PUBLIC WORKS I},
DEPARTMENT RECTANGULAR FRAME GAZ 9/ZB/2018 1
DATE
$"MIN -(Ty?-)
CONCRETE LINE
LINT;
GUTTER
TIRE
CENTER CENTER
IN IN ..
LANE LANE
2d"
(TYP')
—T]RE TIRE
TRACKS —)TRACT
i
T�
1 D'
I!-S-"(TYP-)—STRIPE
8"(TYP,)—OPEN
TONE • _g"(TYP.) STRIPE
LINE 1 l
TIRE
TYPICAL 4-LANE ROADWAY CONFIGURATION
NOTE: FOR ROADWAYS WITH MORE DR LESS LANES, THE SAME CONFIGURATION APPLIES.
KEEPING THE THERMOPLASTIC/PAINTED BARS CENTERED ON THE LANE LINES AND
IN THE CENTER OF TRAVELLED PORTION OF THE LANE TO MINIMIZE THE WEAR ON
THE THERMOPLASTIC/PAINT.
+ + PUBLIC WORKS
DEPARTMENT
TH I W RMO PLAS T I CIPAI NTE ❑
CROSSWALK
:45 AA
ASBUILT ROAD DRAINAGE NOTES AND DETAILS
OF
E;DENFIELD (SUMPTER) SHORT PLAT
A PORTION OF SECTION 14, TOWNSHIP 23 N., RANGE 05 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
DocuSign Envelope ID. 6EECF5B6-602A-4E4A-B436-A317AA638878
24-
1
n
2 VT DIA. HOLE
2d- A
1�
I
H
BOLT-DOWN SLOT.
SEE DETAIL AND
ROTE 1 If 1 114' . '!!
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4
1 SOLT-0011YN SLOT DETAIL
SEE NOTE 1
r �
R28-. SEE NOTE 2
1 11r
ISOMETRIC
I+ -0 3, , 7 1IT
SECTION a
s e' e1Ax 3'.
-
R39", S EE NOTE 2
5"
81r2' �'J4"
578-
d"
314' LA. HOLE
I2' 1plA, HANDLE
1 1J2-
PUBLIC WORKS
DEPARTMENT
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 SLUTS.
THE FRAME SHALL ACCEPT THE ar8'-11 NC. 2" ALLEN
HEAD CAP SCREW BY BEING TAPPED, OR OTHER
APPROVED MECHANISM. LOCATION OF BOLT-0DWN HOLES
VARIES BY MANUFACTURER.
2- ALTERNATIVE REINFORCING DESIGNS ARE ACCEPTABLE IN
LIEU OF THE RIB DESIGN.
3. REFER TO STANDARD SPECIFICATION B-0S 15(2) FOR
ADDITIONAL REQUIREMENTS
4 FOR FRAME DETAILS, SEE CITY OF RENTON STANDARD
PLAN 204.W.
UNLESS DTHERMSE NOTE O, DRAWING IS NOT To SCALE (WSJ
STD. PLAN - 204.10
wm"a
RECTANGULAR SOLID METAL COVER GAZ 9/28/2018
DATE
:45 AN
DocuSign Envelope ID. 6EECF5B6-602A-4E4A-B436-A317AA638878
ISOMETRIC
24"
7 OR O EQUDIRECTION
SPACES
T1 DIRECT10iOF FLOW
1 a?W MAX, Ji
1 RECORD DRAWINGS AS BUILT TJS 0/10/2A BJT suRVmmI
DEAN RK
BENCHMARK ORAYM:
RK
SS FOUND
DATUM DOMEDIN CONCRETE MONUMENT
IN BRASS DOME �INARK 4X41 0.4 " CHECKED:
HORIZONTAL DATUM: VERTICAL DATUM: CASE 0.5" BELOW GRADE OBSERVED BELOW GRADE OBSERVED 37555 BJT
NAD '83/'91 NAVD '88 N: 175866.55, E: 1319201.78 N: 175852.22, E: 1319809.82 N0. REVISION BY DATE APPR APPRovED JT
I
OLT.DCWN SLOT, I ,2.
EE DETAIL AND
OTE 1
1
Ihh---1 ,14ra• ���111
spa•
TI
I
BOLT -DOWN SLOT QETAlL
SEE NOTE 1
LETTERING
1'
5-
5'
5-
2(r
S
5-
SECTION 6
NOTES:
1. BOLT-DOVM CAPASILFTY IS REQUIRED ON ALL FRAMES. GRATES, AND
COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN
7HE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR
COVER SLOTS. THE FRAME SHALL ACCEPT THE 5IB'-1 f NC X 2" ALLEN
HEAD CAP SCREW BY BEING TAPPED. OR OTHER APPROVED
MECHANISM. LOCATION OF BDLT-DOWN ROLES VARIES BY
MANUFACTURER.
2. REFER TO STANDARD SPECIFICATION S-45.15(2) FOR ADDITIONAL
REQUIREMENTS
3. FOR FRAME DETAILS, SEE STAN OARD PLAN 204.01).
UN LESS OTHER WISE NDTE P, DRAWING IS NOT TO SCALE (WSI
STD. PLAN - 204.20
PUBLIC WORKS PRO
DEPARTMENT RECTANGULAR VANED GRATE GAZ 9/28/2018
DArI
N/A
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VEFMCAL: NAVD ION
HORIZONTAL NAD 19W/1991
DATU M
DocuSign Envelope ID. 6EECF5BM02A-4E4A-B436-A317AA638878
1`
f
a
-
FLOW
-
I''T�
-
o
1 DUMP
NO POLL Lum
FALL
TO STHEAM
BOLTAOWH SLOT,
SEE DETAIL AND
NOTE T
TOP \\—
3,B' RECESSED LETTERING
ISOMETRIC
24'
I-� 9 EQUAL SPACES � -� 4 EOl1AL SPACES
1
1 518" MAX. J
SECTION A
I f
3;4
1 1Ir4'
�I
BOLT -DOWN SLOT DETAIL
SECTION 11
ROTES:
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 518'-11 NC x 2" ALLEN
HEAD CAW SCREW BY BEING TAPPED, OR OTHER APPROVED
MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY
MANUFACTURER-
2 REFER TO STANDARD SPEC€ PCATION 5-05.15(2) FOR ADDITIONAL
REQUIREMENTS -
'a USE ONLY IN SAGS ON V€RTICAL CURVES.
4- FOR FRAME DETAILS, SEE STANDARD PLAN 204.B0.
SEE NOTE 1
UNLESS OTHERWISE NDTEP, DRAWING IS NOT To SCALE (NISI
STD. PLAN - 204.30
r PUBLIC WORKS RECTANGULAR BI-DIRECTIONAL
DEPARTMENT VANED GRATE PGAZ 9/28/2018 1
DATE
:45 AN
CALL BEFORE YOU DIG:
1-800-424-5555
. k CITY OF
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RENTON
Planning/Building/Public Works Dept.
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R-418827
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
ASBUILT ROAD DRAINAGE
NOTES AND DETAILS
EDENFIELD (SUMPTER) SHORT PLAT
MAINVUE WA LLC
1110112TH AVE NE, SUITE 202
BELLEVUE, WA 98004
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10/10/2022
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SHEET: 271 * 47