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TOP NOTES
1 This frame is designed to accommodate 20" x 24" grates or
covers
2. Provide two holes in the frame that are vertically aligned with t
he grate or cover slots. Tap each hole to accept
241/4" a 5/8" - 11 NC x 2" allen head cap screw.
a Location of bolt down holes varies among different
manufacturers.
3. Refer to Standard Specification 9-05.15(2) for additional
requirements.
SECTION O
RECESSED ALLEN
HEAD CAP SCREW
718" 1/8" 5/8"- 11 NC x T
3/4" GRATE
ISOMETRIC VIEW
e
FRAME
m
M
21/2"
SECTION
BOLT -DOWN DETAIL
DETAIL O SEE NOTE
TY STD. PLAN - 204.00
PUBLIC WORKS RECTANGULAR FRAME
DEPARTMENT
MARCH 2008
m
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O.D.limits of pipe I. W (see note 4)
O.D. compaction r
3' max.
3"' X. I limit of pipe zone
i bedding
1' - 0" material o
for flexible
pipe (see
note 6)
M O.D.
0.15 O.D. min.
limas of pipe
compaction Q 0.65 O.D. min.
foundation
level
gravel backfill grovel backfill for
for pipe bedding foundations when specified
' A = 4" min. 27" I.D. and under
6" min., over 27' I.D.
A. Metal and Concrete Pipe
Bedding for Flexible Pipe
an span span T max
max max Flexible Pipe NOTES:
1. Provide uniform support under barrels.
1 0 2. Hand tamp under haunches.
3. Compact bedding material to 95% max. density; directly
a over pipe, hand tamp only.
•�2 0.15 rise min. 4. See "Excavation and Preparation of Trench" in sanitary
sewers section of the standard WSDOT/APWA
imus of pipe specifications for trench width 'W' and trenching
compaction 65 rise min. options. The pipe zone will be the actual trench width.
The minimum concrete width shall be 1 z I.D. = 18".
gravel backfill gravel backfill for 5. Trench backfill shall conform to "Backfilling Sewer
for pipe bedding foundations when specified Trenches" in the sanitary Sewers Section of the
WSDOT/APWA standard specifications, except that
rocks or lumps larger than 1" per foot of pipe diameter
B. Pipe - Arch Installation shall not be used in the backfill material.
6. See "Bedding Material for Flexible Pipe" in aggregates
section of the WSDOT/APWA standard specifications
for the material specifications.
Rigid Pipe NOTES:
1. Pipe compaction limits shown on this plan are for pipe
construction in an embankment. For pipe construction
in a trench, the horizontal limits of the pipe compaction
zone shall be the walls of the trench.
2. All steel and aluminum pipe and pipe -arches shall be
installed in accordance with design A.
3. Concrete pipe with elliptical reinforcement shall be ® Backfill material placed in 0.5' loose layers and
installed in accordance with design A. compacted to 95% maximum density.
4. Concrete pipe, plain or with circular reinforcement, shall
be installed with design A. Method B or C compaction (WSDOT/APWA)
5. O.D. is equal to the outside diameter of a pipe or the standard specifications.)
outside span of pipe -arch. The dimensions shown as
O.D. with 3' maximum shall be O.D. until O.D. equals
3'; at which point T shall be used.
" T-0" for diameters 12" through 42" and spans through
50". 2'-0" for diameters greater than 42" and spans
greater than 50".
Pipe
Size
Min. dist.
between
barrels
BOLT -DOWN HOLE (TYP.)
- 5/8" - 11 INC, SEE
DETAIL & NOTE 2
O
12" to 24"
12"
30" to 96"
diam. / 2
102" to 180"
U
TOP NOTES
1 This frame is designed to accommodate 20" x 24" grates or
covers
2. Provide two holes in the frame that are vertically aligned with t
he grate or cover slots. Tap each hole to accept
241/4" a 5/8" - 11 NC x 2" allen head cap screw.
a Location of bolt down holes varies among different
manufacturers.
3. Refer to Standard Specification 9-05.15(2) for additional
requirements.
SECTION O
RECESSED ALLEN
HEAD CAP SCREW
718" 1/8" 5/8"- 11 NC x T
3/4" GRATE
ISOMETRIC VIEW
e
FRAME
m
M
21/2"
SECTION
BOLT -DOWN DETAIL
DETAIL O SEE NOTE
TY STD. PLAN - 204.00
PUBLIC WORKS RECTANGULAR FRAME
DEPARTMENT
MARCH 2008
m
z
O.D.limits of pipe I. W (see note 4)
O.D. compaction r
3' max.
3"' X. I limit of pipe zone
i bedding
1' - 0" material o
for flexible
pipe (see
note 6)
M O.D.
0.15 O.D. min.
limas of pipe
compaction Q 0.65 O.D. min.
foundation
level
gravel backfill grovel backfill for
for pipe bedding foundations when specified
' A = 4" min. 27" I.D. and under
6" min., over 27' I.D.
A. Metal and Concrete Pipe
Bedding for Flexible Pipe
an span span T max
max max Flexible Pipe NOTES:
1. Provide uniform support under barrels.
1 0 2. Hand tamp under haunches.
3. Compact bedding material to 95% max. density; directly
a over pipe, hand tamp only.
•�2 0.15 rise min. 4. See "Excavation and Preparation of Trench" in sanitary
sewers section of the standard WSDOT/APWA
imus of pipe specifications for trench width 'W' and trenching
compaction 65 rise min. options. The pipe zone will be the actual trench width.
The minimum concrete width shall be 1 z I.D. = 18".
gravel backfill gravel backfill for 5. Trench backfill shall conform to "Backfilling Sewer
for pipe bedding foundations when specified Trenches" in the sanitary Sewers Section of the
WSDOT/APWA standard specifications, except that
rocks or lumps larger than 1" per foot of pipe diameter
B. Pipe - Arch Installation shall not be used in the backfill material.
6. See "Bedding Material for Flexible Pipe" in aggregates
section of the WSDOT/APWA standard specifications
for the material specifications.
Rigid Pipe NOTES:
1. Pipe compaction limits shown on this plan are for pipe
construction in an embankment. For pipe construction
in a trench, the horizontal limits of the pipe compaction
zone shall be the walls of the trench.
2. All steel and aluminum pipe and pipe -arches shall be
installed in accordance with design A.
3. Concrete pipe with elliptical reinforcement shall be ® Backfill material placed in 0.5' loose layers and
installed in accordance with design A. compacted to 95% maximum density.
4. Concrete pipe, plain or with circular reinforcement, shall
be installed with design A. Method B or C compaction (WSDOT/APWA)
5. O.D. is equal to the outside diameter of a pipe or the standard specifications.)
outside span of pipe -arch. The dimensions shown as
O.D. with 3' maximum shall be O.D. until O.D. equals
3'; at which point T shall be used.
" T-0" for diameters 12" through 42" and spans through
50". 2'-0" for diameters greater than 42" and spans
greater than 50".
Pipe
Size
Min. dist.
between
barrels
circular pipe
cont., LCPE, CMP
(diameter)
12" to 24"
12"
30" to 96"
diam. / 2
102" to 180"
48"
pipe - arch
metal only
(span)
18" to 36"
12"
43" to 142"
span / 3
148" to 199"
48"
'SY
+ PUBLIC WORKS PIPE COMPACTION STD. PLAN - 220.00
DEPARTMENT DESIGN AND BACKFILL
'P�t N tp MARCH 2008
STORM DETAILS
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Less than ten (10) yrs old
Ten (10) yrs or older
Additional
3
#6 BARS @ 7" SPACING
12" (TYP)
0
SLOT -SEE DETAIL
AND NOTE 1
20" x 24",
24" DIAM., 48" DIAM.
OR 54" DIAM. HOLE
ro
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❑/� 0
0
without Bus Route
2" (TYP.)
I
No
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Local Access with Bus
Yes
Yes
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1" OPENING NP.)
12TF- - - - - 1!2" "MAN.
o
0
Intersection (All
84'" or 96" FLAT SLAB TOP
1z"
/ _ \\
Streets
PREFABRICATED LADDER
F_
Lu
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40% Removal
#5 BARS @ 6" SPACING
Yes
0
Excellent Condition
0
(based on visual and/or
20" x 24",
24"DIAM., 48" DIAM.
OR 54" DIAM. HOLE
12" MIN.
ro= i
CN
non-destructive testing)
2" (NP. r-
TYPICAL ORIENTATION
FOR ACCESS AND STEPS
O OLI
Principal, Minor,
U E 1" MIN.
STEP
OUTFALL TO STREAM (DUMP No POLLUTA T
Collector Arterial and
21/2" MAX.
72" FLAT SLAB TOP
square feet or more of
TOP 318" (9mm) RECESSED
LETTERING
all streets in CBD
2
NOTES
#4 BARS @ 6" SPACING
patched
1. Provide two slots in the grate that are vertically aligned with the holes in the frame.
411
Y:
Location of bolt -down slots varies among different manufacturers.
>.;
2. Refer to Standard Specification 9-05.15(2) for additional requirements.
- "
20" x 24" OR
24" DIAM. HOLE
' •.
3. The thickness of the grate shall not exceed 1 5/8".
L T (TYP.)
48" MIN.
4. Unless otherwise specified, vaned grates shall be used with standard frame
in the travel be located
DOLO
1" MIN.
21/2" MAX.
ECCENTRIC CONE SECTION
way, gutter or shoulder. vaned grates shall not
within crossroads. Use vaned grates along rolled curbs.
L\0
48", 54", or 60" FLAT SLAB TOP
L\0
D
D
a � 0
c
3/4"
1 "
1/4
�
5 \ S+
16" OR
34"
12"
D
- cc
ONE #3 BAR HOOP
FOR 6' O NONE #3 BAR HOOP 4.
W
TWO #3 BAR HOOPS
FOR IT
BOLT -DOWN SLOT DETAIL
RECTANGULAR ADJUSTMENT SECTION
CIRCULAR ADJUSTMENT SECTION
ISOMETRIC
SEE NOTE 1
W
W
LJ
LJ
1.0 As an acceptable alternative to rebar, wire mesh having a
minimum area of 0.12 square inches per foot maybe used
for adjustment sections.
PUBLIC WORKS
* DEPARTMENT
RECTANGULAR
HERRINGBONE GRATE
STD. PLAN - 204.40�zY
o
Ga "� PUBLIC WORKS
DEPARTMENT
MISCELLANEOUS DETAILS FOR
DRAINAGE STRUCTURES
STD. PLAN - 204.60
W
Li
MARCH 2008
"E'�(N tp�
W
MARCH 2008
PIPE COUPLING
CMP OR CPEP
INTERIOR
12"MIN
io
PLAN
45'
SIDE VIEW
L
3-
`- 3/4" DIA. SMOOTH BAR
SPOT WELD BARS TO AT LEAST 2
CORREGATIONS OF METAL PIPE (TYP)
BOLT TO CPEP SMOOTH
INTERIOR PIPE.
NOTE:
1. This debris barrier is for use outside roadways on pipes
36" dia. and smaller.
2. See drawing 223.10 for debris barriers on pipes projecting
from driveways or roadway side slopes.
3. All steel parts must be galvanized and asphalt coated.
(Treatment 1 or better).
4. CPEP-smooth interior pipe requires bolts to secure
debris barrier to pipe.
4" MAX. (TYP)
END VIEW
ti`tY � -
+ + PUBLIC WORKS DEBRIS BARRIER STD. PLAN 223.00
pN� DEPARTMENT MARCH 2008
N0.
REVISION
SIX EVENLY SPACED
HOLES ON 10 3/8" BOLT
CIRCLE FOR BOLTING TO
FLANGE CONNECTION.
-- �L\ LEVEL LINE -
SEE NOTE 5
FRONT SIDE MAXIMUM OPENING OF GATE
HANDLE WITH LOCK PIN.
0
ADJUSTABLE LOCK HOOK WITH LOCK SCREW.
O LIFT HANDLE SHALL BE ATTACHED PER
1" ROD OR TUBING, VARIABLE LENGTH. MANUFACTURER'S RECOMMENDATIONS.
?000,
LIFT HANDLE
NOTES:
1. SHEAR GATE SHALL BE ALUMINUM ALLOY PER ASTM B-26-ZG32a OR CAST IRON ASTM A48 CLASS 30B AS REQUIRED.
2. GATE SHALL BE 8 IN. DIAM. UNLESS OTHERWISE SPECIFIED.
3. GATE SHALL BE JOINED TO TEE SECTION BY BOLTING (THROUGH FLANGE), WELDING, OR OTHER SECURE MEANS.
4. LIFT ROD: AS SPECIFIED BY MFR. WITH HANDLE EXTENDING TO WITHIN ONE FOOT OF COVER AND ADJUSTABLE HOOK LOCK
FASTENED TO FRAME OR UPPER HANDHOLD.
5. GATE SHALL NOT OPEN BEYOND THE CLEAR OPENING BY LIMITED HINGE MOVEMENT, STOP TAB, OR SOME OTHER DEVICE.
6. NEOPRENE RUBBER GASKET REQUIRED BETWEEN RISER MOUNTING FLANGE AND GATE FLANGE.
7. MATING SURFACES OF LID AND BODY TO BE MACHINED FOR PROPER FIT.
8. FLANGE MOUNTING BOLTS SHALL BE 3/8 IN. DIAM. STAINLESS STEEL.
9. ALTERNATE CLEANOUT/SHEAR GATES TO THE DESIGN SHOWN ARE ACCEPTABLE, PROVIDED THEY MEET THE MATERIAL
SPECIFICATIONS ABOVE AND HAVE A SIX BOLT, 10 3/8 IN. BOLT CIRCLE FOR BOLTING TO THE FLANGE CONNECTION.
�Y STD. PLAN - 237.30
+ PUBLIC WORKS FROP - T - SHEAR GATE DETAIL
DEPARTMENT
'P�t N tp MARCH 2008
ASPHALT CONCRETE OVERLAY SAW SHALL BE VERTICAL
2" MIN. AND INCUT STRAIGHT LINES AS
CEMENT DIRECTED BY THE ENGINEER
REMOVE LOOSENED TRIM CONCRETE EXISTING CONCRETE
ASPHALT VERTICALLY PAVEMENT
3/4"DIA. X 12" LONG DOWEL EPDXY COATED DOWEL BARS
BAR 0 18" ON CENTER 6" MIN, ON ALL FOUR SIDES
TZ
EXISTING RIGID BASE*
12"
COMPACTED TRENCH BACKFILL
AS DIRECTED BY THE ENGINEER
SURVEYED: SCALE:
VERTICAL: NAVD 1988
NA HORIZONTAL: NAD 1983/1991
DESIGNED:
KEH
DRAWN:
RDC/KEH
ONE INCH DATUM
CHECKED: AT FULL SCALE
KEH IF NOT ONE INCH
BY DATE APPR APPROVED: SCALE ACCORDINGLY
JGH
COMPACTED CRUSHED SURFACING
TOP COURSE.
CUT AND PANEL REPLACEMENT DETERMINATION:
FULL CEMENT CONCRETE PANEL REPLACEMENT: FOR CEMENT CONCRETE SURFACE STREETS, THE
MINIMUM RESTORATION SHALL BE FULL PANEL REPLACEMENT, IF ONE OR MORE OF THE
FOLLOWING CONDITIONS EXIST:
*CDF BACKFILL MAY BE USED IN LIEU OF RESTORING EXISTING RIGID BASE AT THE DISCRETION OF
THE ENGINEER.
TYPICAL PATCH FOR RIGID PAVEMENT
PAVEMENT PATCHING
AND RESTORATION DETAIL
QTY p ADOPTED
C fl CITY OF RENTON
STANDARD PLANS
LST DATE: 04/04
DATE REVISION BY APPR'D DWG. NAME: H033 SP PAGE: HO33
5/8"�
TYP
1/8"
AK
20"x24"
12"x12"
2"
00
NOTES: z
1 ) ALL MATERIAL FOR GRATE SHALL BE O
DUCTILE IRON, ASTM A536 GR.80-55-06 U�
2) GRATE SHALL BE OLYMPIC FOUNDRY W
MODEL No. SM 72B OR EQUAL.
ALL BARS 5/8"
ALL SLOTS 1"
SQUARE BEEHIVE
DRAIN GRATE
NOT TO SCALE
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��'7NG ENG�N��
18215 72ND AVENUE SOUTH
KENT, WA 98032
(425)251-6222
(425)251-8782 FAX
CIVIL ENGINEERING, LAND PLANNING,
SURVEYING, ENVIRONMENTAL SERVICES
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38950 p �4
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AEENG\��,
6/11/2018
Less than ten (10) yrs old
Ten (10) yrs or older
Additional
Requirements
Local Access
1,0
t0
without Bus Route
No
No
r,
Local Access with Bus
Yes
Yes
o
Route
CD
o
0
Intersection (All
Yes
Yes
Plus one panel beyond
Streets
N
the curb return
40% Removal
Yes
Yes
0
Excellent Condition
(based on visual and/or
Yes
Yes
CN
non-destructive testing)
Principal, Minor,
Yes, If twenty-four (24)
Yes, If twenty-four (24)
Collector Arterial and
square feet or more of
square feet or more of
0)
all streets in CBD
any panel needs to be
any panel needs to be
and all bus route
patched
patched
*CDF BACKFILL MAY BE USED IN LIEU OF RESTORING EXISTING RIGID BASE AT THE DISCRETION OF
THE ENGINEER.
TYPICAL PATCH FOR RIGID PAVEMENT
PAVEMENT PATCHING
AND RESTORATION DETAIL
QTY p ADOPTED
C fl CITY OF RENTON
STANDARD PLANS
LST DATE: 04/04
DATE REVISION BY APPR'D DWG. NAME: H033 SP PAGE: HO33
5/8"�
TYP
1/8"
AK
20"x24"
12"x12"
2"
00
NOTES: z
1 ) ALL MATERIAL FOR GRATE SHALL BE O
DUCTILE IRON, ASTM A536 GR.80-55-06 U�
2) GRATE SHALL BE OLYMPIC FOUNDRY W
MODEL No. SM 72B OR EQUAL.
ALL BARS 5/8"
ALL SLOTS 1"
SQUARE BEEHIVE
DRAIN GRATE
NOT TO SCALE
ltp,
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��'7NG ENG�N��
18215 72ND AVENUE SOUTH
KENT, WA 98032
(425)251-6222
(425)251-8782 FAX
CIVIL ENGINEERING, LAND PLANNING,
SURVEYING, ENVIRONMENTAL SERVICES
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AEENG\��,
6/11/2018
Project #: 12740
AOOreSS:
4815 NE 4TH AVE
RENTON, WA
RECOMMENDED FOR APPROVAL STORM DETAILS
By: Date:
By: Date:
Drawing No.:
By: Date C18 of 25
By: Date
DATE:
C TY O AS BUILT S TORAGE ONE ON 4TH EXPANSION ION
Permit N O . U15008468
PAGE BOOK
RENTON
DRAWING NO:
Planning/Building/Public Works Dept.
4815 NE 4TH AVEOF-
R-389615
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Project #: 12740
AOOreSS:
4815 NE 4TH AVE
RENTON, WA
RECOMMENDED FOR APPROVAL STORM DETAILS
By: Date:
By: Date:
Drawing No.:
By: Date C18 of 25
By: Date
DATE:
C TY O AS BUILT S TORAGE ONE ON 4TH EXPANSION ION
Permit N O . U15008468
PAGE BOOK
RENTON
DRAWING NO:
Planning/Building/Public Works Dept.
4815 NE 4TH AVEOF-
R-389615