HomeMy WebLinkAboutR-427533DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
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FRAME AND VANED GRATE
.SA 30+
5 S+
1 % 2", 4", 6', 12', OR 24"
ONE #3 BAR HOOP FOR 6" HEIGHT
INCREMENT (SPACED EQUALLY),
SEE NOTE 1
RECTANGULAR ADJUSTMENT SECTION
lop- 6
e�
16 5
A
#3 BAR EACH CORNER i
#3 BAR EACH SIDE
#3 BAR EACH WAY
PRECAST BASE SECTION
#3 BAR HOOP
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL
INSIDE
DIAMETER
REINFORCED OR PLAIN
12"
CONCRETE
ALL METAL PIPE
15"
CPSSP",
12"
STD. SPEC. 9-05.20
SOLID WALL PVC,
STD. SPEC. 9-05.12(1)
15"
PROFILE WALL PVC,
STD. SPEC. 9-05.12(2)
15"
" CORRUGATED POLYETHYLENE STORM
SEWER PIPE
NOTES:
1.
AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN
'
IN THE PRECAST BASE SECTION, FIBERS (PLACED IN
ACCORDANCE WITH STANDARD SPECIFICATION
9-05.50(9)), OR WIRE MESH HAVING A MINIMUM AREA OF
0.12 SQUARE INCHES PER FOOT SHALL BE USED WITH
THE MINIMUM REQUIRED REBAR SHOWN IN THE
ALTERNATIVE PRECAST BASE SECTION. WIRE MESH
SHALL NOT BE PLACED IN THE KNOCKOUTS. AS AN
ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN
THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH
HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER
FOOT MAY BE USED.
2.
THE KNOCKOUT DIAMETER SHALL NOT BE GREATER
THAN 20". KNOCKOUTS SHALL HAVE A WALL THICKNESS
OF 2" MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5"
MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE
OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED,
FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH
STANDARD SPECIFICATION 9-04.3.
3.
THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO
THE LOWEST PIPE INVERT SHALL BE 5 FEET.
4.
THE FRAME AND GRATE MUST BE INSTALLED WITH THE
FLANGE DOWN.
5.
THE PRECAST BASE SECTION MAY HAVE A ROUNDED
FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE OF
1 H:24V OR STEEPER.
6.
THE OPENING SHALL BE MEASURED AT THE TOP OF THE
PRECAST BASE SECTION.
7.
ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE
INLET HAS BEEN PLACED. USE GROUT TYPE 2 FOR
#3 BAR EACH
NON -SHRINK APPLICATIONS IN ACCORDANCE WITH
CORNER 18" MIN.
STANDARD SPECIFICATION 9-20.3(2).
8.
ALL GRADE RINGS AND CASTINGS SHALL BE SET IN
MORTAR IN ACCORDANCE WITH STANDARD
SPECIFICATION 9-04.3. THEN APPLY MORTAR TO INSIDE
AND OUTSIDE OF ALL JOINTS, RINGS, RISERS, AND
FRAMES.
9.
MORTAR SHALL BE MIXED AND APPLIED PER
MANUFACTURER'S DIRECTIONS.
10.
FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY
TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS
DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT
LENGTH.
11.
ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND
SEE NOTE 1 REMAIN VISIBLE UPON COMPLETION.
ALTERNATIVE PRECAST BASE SECTION UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 200.00
•®• PUBLIC WORKS APaR ED:
�I� DEPARTMENT CATCH BASIN TYPE 1 GAZ 9/28/2018 1
P,bm works Admmlmamr DATE
DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB3-4329FFEOC108
1/2" LETTERING
BOLT HOLES-3 PLACES
EQUALLY SPACED 120" APART ON
23 1/16" DIA. B.C.
"w ID .K_w �000° ` SKID GROOVE PATTERN
E.
IN
(1) 1" DIA. PICKHOLE
PLAN VIEW 1 1/4" LETTERING
25" DIA.
3/4"
2 1/2"
8 3/4"
(TYP.)
COVER SECTION VIEW
26 1/2" DIA.
- 25 114" DIA.
1/4" DIA. NEOPRENE GASKET
5/8" j 23 3/8" DIA. CL OPEN
DIA. CL OPEN
27 5/16" DIA.
34 1/8" DIA.
FRAME SECTION VIEW
COVER BOTTOM VIEW
(3) BLT SOC. (ALLEN HEAD)
5/8"-11 x 1.5 SS RUBBER
WASHER
EON BOLTING DETAIL
1/4" 1 1/16"
1 /8"
R1 /8" 51
GASKET GROOVE DETAIL
= 1/4" 71\ m 1/2"
SKID GROOVE PATTERN DETAIL
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
.•.r• PUBLIC WORKS STORM ROUND FRAME AND COVER d
DOS DEPARTMENT artin Pastuch�l3/Z02o
(PRIVATE)
P fcE)94 8849D..
r. DATE
:45 Al
8:48
NOTES:
1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN IN THE
PRECAST BASE SECTION, FIBERS (PLACED IN ACCORDANCE WITH
STANDARD SPECIFICATION 9-05.50(9)), OR WIRE MESH HAVING A
MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT SHALL BE USED
WITH THE MINIMUM REQUIRED REBAR SHOWN IN THE ALTERNATIVE
FRAME AND VANED GRATE PRECAST BASE SECTION. WIRE MESH SHALL NOT BE PLACED IN THE
KNOCKOUTS. AS AN ACCEPTABLE ALTERNATIVE TO THE REBAR
SHOWN IN THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH
HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE
USED.
'70* 2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 18".
.yA 20+ KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5"
MAXIMUM. PROVIDE A 1.5" MINIMUM GAP BETWEEN THE KNOCKOUT
WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED,
FILL THE GAP WITH JOINT MORTA
5 S" STANDARDSPECIFICATION 9-04 3R IN ACCORDANCE WITH
3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE LOWEST
PIPE INVERT SHALL BE 6'.
12", OR 24" 4. THE FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE
DOWN.
5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR, AND
ONE #3 BAR HOOP FOR 6" HEIGHT THE WALLS MAY BE SLOPED AT A RATE OF 1 H:24V OR STEEPER.
INCREMENT (SPACED EQUALLY), SEE NOTE 1
6. THE OPENING SHALL BE MEASURED AT THE TOP OF THE PRECAST
RECTANGULAR ADJUSTMENT SECTION BASE SECTION.
7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE INLET HAS
BEEN PLACED. USE GROUT TYPE 2 FOR NON -SHRINK APPLICATIONS
O,�O SFFtiOT IN ACCORDANCE WITH STANDARD SPECIFICATION 9-20.3(2).
4 / FS 8. ALL GRADE RINGS AND CASTINGS SHALL BE SET IN MORTAR IN
4+ ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. THEN APPLY
MORTAR TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, RISERS,
AND FRAMES.
\ I / I 9. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S
DIRECTIONS.
#3 BAR EACH CORNER I I / I I 10. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING
UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A
#3 BAR
HOOP
#3 BAR EA
#3
PRECAST BASE SECTION
STRAIGHT EDGE OF SUFFICIENT LENGTH.
11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE
UPON COMPLETION.
gE��0A�6 $
F�NO Fe
I /
I
#3 BAR EACH I
CORNER, 18" (MIN.)
#3 BAR HOOP
v
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 200.20
It;
•.� PUBLIC WORKS CATCH BASIN TYPE 1P APPR ED:
DEPARTMENT (FOR PARKING LOT) GAZ 9/28/2018 1
Iftor P"h1, Works Admm;mat°, DATE
DocuSign Envelope ID: 3B1 B34D3-7E0A-476C-ADB3-4329FFE0C1 08
1/2" LETTERING
i- BOLT HOLES - 3 PLACES
EQUALLY SPACED 120" APART ON
23 1/16" DIA. B.C.
RENTON
DRAIN
(1) 1" DIA. PICKHOLE
0
PLAN VIEW 1 1/4" LETTERING
25" DIA.
3/4"
2 1l2"
8 3/4"
(TYP.)
COVER SECTION VIEW
26 1/2' DIA.
- 25 114" DIA.
1/4" DIA. NEOPRENE GASKET
1 1 11//16"
�r f
5/8„ 23 3/8" DIA. CL OPEN
DIA. CL OPEN
27 5/16" DIA.
34 1/8" DIA.
FRAME SECTION VIEW
COVER BOTTOM VIEW
(3) BLT SOC. (ALLEN HEAD)
5/8"-11 x 1.5 SS RUBBER
WASHER
EON BOLTING DETAIL
1/4" 1 1/16"
1/8^
R1/8"
GASKET GROOVE DETAIL
NOTES:
1. ALL COVERS SHALL BE LOCKING LID PER EJ No. 3717C1
OR APPROVED EQUAL.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 204.50
•®� PUBLIC WORKS STORM ROUND FRAME AND COVER
's�� DEPARTMENT (PUBLIC) [ artin Pastucha8/13/2020
VASIV "01r�E��8B449D... DATE
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
8/
:45 Al
1 8:48
251/4"
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 NCx2"
GRATE - d
FRAME
SECTION BOLT -DOWN DETAIL
SEE NOTE 2
24 1/4"
I
\P77,/
SECTION A
SEE DETAIL ISOMETRIC VIEW
7/8" \ \
I 1114" 1 NOTES:
4 1/2" I 1 . THIS SEE STA�TES OR COVERS,
NDARD PLANS 204. 0 204.20, 204..30, AND 204.40.
I\ 1 5/8" I 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.
3l4" THE FRAME SHALL ACCEPT THE 5/8�1 1 NC x 2" ALLEN HEAD CAP S
1 / 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
AFMM PUBLIC WORKS
DEPARTMENT RECTANGULAR FRAME GAZ 9/28/2018
P"br,c work: Admm°amr DATE
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
#6 BARS @ 7" SPACING
}IT
12" (TYP.)
20"x24"24" DIA.,
48'
48" DIA., , OR 54"
MAX.
DIA. HOLE
6"
z" (TYP.)
12"
s"
12
1"MIN.
2 1/2" MAX.
84" or 96" FLAT SLAB TOP
PREFABRICATED LADDER 12"
MIN.
6"
_FF::�j
#5 BARS @ 6" SPACING
STEP 9 112" MAX.
20"x24", 24" DIA.,
48" DIA., OR 54"
DIA. HOLE
24"
MIN.
8 1" MIN.
2 1/2" MAX.
72" FLAT SLAB TOP
18" MIN.
24"
42" MAX.
#4 BARS @ 6" SPACING
MIN.
20"x24"OR
24" DIA. HOLE
TYPICAL ORIENTATION
48" MIN.
ECCENTRIC CONE SECTION
2" (TYP.)
FOR ACCESS AND STEPS
8„ U �L1" MIN.
2 1/2" MAX.
48", 54", or 60" FLAT SLAB TOP
sp 3p.
34"
S+
5
2", 4", 6", 12", OR 24"
ONE #3 BAR HOOP FOR 6"
HEIGHT INCREMENT (SPACED
EQUALLY), SEE NOTE 1
I i
�S+
1", 2", 4", 6",
12", OR 24"
ONE #3 BAR HOOP FOR 6" HEIGHT
INCREMENT (SPACED EQUALLY),
CIRCULAR
ADJUSTMENT SECTION
SEE NOTE 1
RECTANGULAR ADJUSTMENT SECTION
NOTES:
1. 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.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
DS STD. PLAN - 204.60
•�• P
PUBLIC WORKS
MISCELLANEOUS
DETAILS FOR
A[!
'�„ DEPARTMENT
DRAINAGE
STRUCTURES
VAZ 9/28/2018
vre¢¢zrmme , DATE
ubhc Works AdmWstrat°r
:45 Al\
45 AN
24" ' 1
1 1/2"
1 1
BOLT -DOWN SLOT, 3/4"
SEE DETAIL AND
2 1/2"DIA. HOLE NOTE 1 1 1I/4
/
20" A 5/8"
\ 000o T' I
Q O �
000000o I I
BOLT -DOWN SLOT DETAIL I
L___.. SEE NOTEI___J
O 4 4 O
TOP
ISOMETRIC
4 314" 1 1/2" 1 5/8� T T
R39", SEE NOTE 2
SECTION B
R26". SEE NOTE 2
5„
NOTES:
3 1/2" 3/4"
5/8+
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
4"
I
HEAD CAP SCREW BY BEING TAPPED, OR OTHER
II` 3/4" DIA. HOLE
APPROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES
VARIES BY MANUFACTURER.
1 /2" DIA. HANDLE
SECTION C
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
9/28/2018
} PUBLIC WORKS
DEPARTMENTFG'�Z
RECTANGULAR SOLID
METAL COVER
Puhllc work: nramr DATE
1
1ST SUBMITTAL CORRECTIONS
DJL
9/23/25
SURVEYED:
BY OTHERS
SCALE:
HORIZONTAL NAD 1983/1991
HORIZONTAL' AD 1 83/1
DATUM
CITY 0 F
RENTON
Planning/Building/Public Works Dept.
2
2ND SUBMITTAL CORRECTIONS
DJL
221988
0 26
DAN%EL ✓" LARSON, P.E.
3
95% CD'S
DJL
5/15/26
4
3RD SUBMITTAL CORRECTIONS
DJL
5/26/26
DRAWN: CHUCK FEML/NG
ONE INCH
CHECKED:
KATIE LANE, E"l" T"
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
NO.
REVISION
BY
DATE
AP P R
APPROVED:
DAN/EL ✓. LARSON, P.E.
O
N
v
O
O
O
O
N
N
:45 AN
J �q
?�'oFWAsy;yso CIVIL ENGINEERING
�• P co�� LANDSCAPE ARCHITECTURE
PLANNING
o'• 21018929 DESIGN SURVEYING
�03�" .. G/STVV;
Fss/ONAL ENG\ 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
5/26/26 R-427533
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
Yqi 06/09/2026 lV
KENNYDALE GATEWAY DATE: 5115126 Q
1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 FIELDBOOK: O
PAGE
DRAWING NO:
C4.34 Z
STORM DRAINAGE DETAILS SH° 33 °F 48