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TWO .ELEV: 385.64'
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TYPICAL DETENTION TANK
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PUBUIC WORKS ; S PEY . _ I TANK
DEPARTMENT ACM :11111111111STAIL
:ARCH 2008
SCALE: NTS 1
Arizona i el: 888-490-9552 e-mail: sales Wacousa.com Ohio Tel: 800-543-4764 www.acousa.com South Carolina Tel: 800-622-2377
TRENCH DRAIN
4 SAN
SCALE: NTS � G
I ,
C
43432 cN
KMwwt's UPERMIT #014005665 T 253.627.4367 F 253.627.4395 WWW.BCRADESIGN.COM �'� AGI STS
IIM11Moudig. 2106 PACIFIC AVENUE, SUITE 300, TACOMA, WA. 98402 - SIDNAL NO.
Aug 25 2015 4:1.3 PM CoSj
Y
Y
K
O Dlimits of pipe
O.D. compaction
roI 3' max. T max.
3V VV
i
I- - 0.15 O.D. min.
limits of pipe L -
compaction 0.65 O.D. min.
t
gravel backfill gravel backfill for
for pipe bedding foundations when specified
A. Metal and Concrete Pipe
RAIN
B'
i
3'MIN. -.•- PRIVATE. JOINT USE UTILITY
a
ALIGN PIPE TOPS, OR
PLACE ROOF DRAIN
HIGHER.
CLEAN-OUT WITH
PERMANENT CAP
tASIN - AREA DRAIN
PLACE CLEANOUT AT 300' MAX. SPACE, AT 90" BENDS,
EACH 2ND 45" BEND. OWTHM
PIPE ENDS
NOTE:
MIN. PIPE SIZE 6"0
PIPE MATERIALS ALLOWED: PVC, LINED CPE, TRIPLE WALL
POLYETHYLENE, DI (IF NEEDED FOR STRENGTH).
TOP ELEV = 395.50 �
removable watertight
coupling or flange
CAP, AND WHERE ELBOW 2" min.
CLEANOUT IS IN � �
�- PAVEMENT; IRON RING 8 RESTRICTOR 2 -YR
COVER PER IFCO #247
OR EQUIVALENT j ELEV = 389.14 1' min. under
pavement 16" max.
�
\ OVERFLOW ELEV
max. W min.
PLATE WELDED TO ELBOW = 391.64
W/ 0.90" DIA. ORIFICE elbow restrictor, see detail ----- ---- -
pipe supports
see Note 6
45' BEND 1 CMP _ min.
d`tlet pipe
D see notes 1 8
PERMANENT CAP OR CONNECT PIPE
000
INVERT ELEV.
�-
= 386.14
� 45' WYE
TEE, CROSS, OR 45" WYE AT BENDS WELDED RESTRICTOR
PLATE W/ ORIFICE
CLEA I -WT OlTAN. OF 0.44" DIA.
N.T.S.
TEMPORARY CAP ON END OF ROOF DRAIN STUB,
MARKED BY 2"x4" STAKE
G �•�+ TYPICAL PRIVATE ROOF DRAIN MD. PLAN 225.10
! PUBLIC WORKS
DEPARTMENT COLL CT iOSYSTEM
�N'tO CROSS SECTION MARCH 2008
ROOF DOWNSPOUT CONNECTION AND CLEA!T
2
SCALE: NTS
W (see note 4)
limit of pipe zone
bedding o
material
for flexible
pipe (see
note 6) /
i
j m O.D.
foundation
level C
A - 4" min. 27" I.D. and under
6" min., over 27" I.D.
span span span T max
T max n,ax ,
CLAUSE
_ ESPECIFICATM
I
E
1. Provide uniform support under barrels.
�u
S(
K2fl0 KLASSDRAIN - LOAD CLASS E
T PAVEMENT PER
SEE NOTE 4 DESIGN
48"
T
DOCUMENTS
GENERAL
12"
THE SURFACE DRAINAGE SYSTEM SHALL BE
3. Compact bedding material to 95% max. density; directly
POLYMER CONCRETE K200 CHANNEL SYSTEM WITH
a> '
GALVANIZED STEEL EDGE RAILS AS MANUFACTURED
over pipe, hand tamp only.
BY ACO POLYMER PRODUCTS, INC.
D
MATERIALS
0.15 rise min.
CHANNELS SHALL BE MANUFACTURED FROM
:•
POLYESTER RESIN POLYMER CONCRETE WITH AN
INTEGRALLY CAST -IN GALVANIZED STEEL EDGE RAIL.
sewers section of the standard WSDOT/APWA
MINIMUM PROPERTIES OF POLYMER CONCRETE WILL
�, _
BE AS FOLLOWS:
Q .�
COMPRESSIVE STRENGTH: 14,000 PSI
FLEXURAL STRENGTH: 4,000 PSI
options. The pipe zone will be the actual trench width.
TENSILE STRENGTH: 1,500 PSI
The minimum concrete width shall be 1 1 I.D. = 18".
WATER ABSORPTION: 0.07%
5. Trench backfill shall conform to "Backfilling Sewer
FROST PROOF Y E S
Q
DILUTE ACID AND ALKALI RESISTANT YES
WSDOT/APWA standard specifications, except that
B117 SALT SPRAY TEST COMPLIANT YES
rocks or lumps larger than 1" per foot of pipe diameter
B. Pipe - Arch Installation
shall not be used in the backfill material.
THE SYSTEM SHALL BE 8" (200mm) NOMINAL
10" [250mm] Q
INTERNAL WIDTH WITH A 10.2" (260mm) OVERALL
/ < /
WIDTH AND A BUILT-IN SLOPE OF 0.5%. CHANNEL
"V"
Q
INVERT SHALL HAVE DEVELOPED SHAPE. ALL
CHANNELS SHALL BE INTERLOCKING WITH A
MALE/FEMALE JOINT.
THE COMPLETE DRAINAGE SYSTEM SHALL BE BY
ACO POLYMER PRODUCTS, INC. ANY DEVIATION OR
r
"
10250mm 250mm
- - � [ ] 10" � � [ ] �
PARTIAL SYSTEM DESIGN AND/OR IMPROPER
INSTALLATION WILL VOID ANY AND ALL WARRANTIES
NOTES:
PROVIDED BY ACO POLYMER PRODUCTS, INC.
1. IT IS NECESSARY TO ENSURE MINIMUM DIMENSIONS SHOWN ARE SUITABLE FOR EXISTING GROUND CONDITIONS.
CHANNEL SHALL WITHSTAND LOADING TO PROPER
ENGINEERING ADVICE MAY BE REQUIRED.
LOAD CLASS AS OUTLINED BY EN 1433. GRATE TYPE
2. MINIMUM CONCRETE STRENGTH OF 4,000 PSI IS RECOMMENDED. CONCRETE SHOULD BE VIBRATED TO ELIMINATE
SHALL BE APPROPRIATE TO MEET THE SYSTEM LOAD
AIR POCKETS.
3, EXPANSION AND CONTRACTION CONTROL JOINTS AND REINFORCEMENT ARE RECOMMENDED TO PROTECT CHANNEL
CLASS SPECIFIED AND INTENDED APPLICATION.
AND CONCRETE SURROUND. ENGINEERING ADVICE MAY BE REQUIRED.
GRATES SHALL BE SECURED USING 'QUICKLOK'
4. THE FINISHED LEVEL OF THE CONCRETE SURROUND MUST BE APPROX. 1/8" [3mm] ABOVE THE TOP OF THE CHANNEL EDGE.
BOLTLESS LOCKING SYSTEM. CHANNEL AND GRATE
5. CONCRETE BASE THICKNESS SHOULD MATCH SLAB THICKNESS. ENGINEERING ADVICE MAY BE REQUIRED TO
SHALL BE CERTIFIED TO MEET THE SPECIFIED EN
DETERMINE PROPER LOAD CLASS.
1433 LOAD CLASS. THE SYSTEM SHALL BE INSTALLED
6. REFER TO ACO'S LATEST INSTALLATION INSTRUCTIONS FOR FURTHER DETAILS.
IN ACCORDANCE WITH THE MANUFACTURER'S
INSTRUCTIONS AND RECOMMENDATIONS.
K2 -E -HAP
K200 - KLASSIKDRAIN - LOAD CLASS: E
ACO Polymer Products, Inc.
825 W. Beechcraft St
P.O. Box 245
4211 Pleasant Rd.
Haunched Asphalt Pavement
Casa Grande, AZ 85122
Chardon, OH 44024
Fort Mill, SC 29708
INSTALLATION DRAWING - ACO DRAIN
520-421-9988
440-285-7000
Tel: 800-543-4764
DATE: 03/20113
Fax:
Fax: 440-285-85
Fax: 803-802-1063
Arizona i el: 888-490-9552 e-mail: sales Wacousa.com Ohio Tel: 800-543-4764 www.acousa.com South Carolina Tel: 800-622-2377
TRENCH DRAIN
4 SAN
SCALE: NTS � G
I ,
C
43432 cN
KMwwt's UPERMIT #014005665 T 253.627.4367 F 253.627.4395 WWW.BCRADESIGN.COM �'� AGI STS
IIM11Moudig. 2106 PACIFIC AVENUE, SUITE 300, TACOMA, WA. 98402 - SIDNAL NO.
Aug 25 2015 4:1.3 PM CoSj
Y
Y
K
O Dlimits of pipe
O.D. compaction
roI 3' max. T max.
3V VV
i
I- - 0.15 O.D. min.
limits of pipe L -
compaction 0.65 O.D. min.
t
gravel backfill gravel backfill for
for pipe bedding foundations when specified
A. Metal and Concrete Pipe
RAIN
B'
i
3'MIN. -.•- PRIVATE. JOINT USE UTILITY
a
ALIGN PIPE TOPS, OR
PLACE ROOF DRAIN
HIGHER.
CLEAN-OUT WITH
PERMANENT CAP
tASIN - AREA DRAIN
PLACE CLEANOUT AT 300' MAX. SPACE, AT 90" BENDS,
EACH 2ND 45" BEND. OWTHM
PIPE ENDS
NOTE:
MIN. PIPE SIZE 6"0
PIPE MATERIALS ALLOWED: PVC, LINED CPE, TRIPLE WALL
POLYETHYLENE, DI (IF NEEDED FOR STRENGTH).
TOP ELEV = 395.50 �
removable watertight
coupling or flange
CAP, AND WHERE ELBOW 2" min.
CLEANOUT IS IN � �
�- PAVEMENT; IRON RING 8 RESTRICTOR 2 -YR
COVER PER IFCO #247
OR EQUIVALENT j ELEV = 389.14 1' min. under
pavement 16" max.
�
\ OVERFLOW ELEV
max. W min.
PLATE WELDED TO ELBOW = 391.64
W/ 0.90" DIA. ORIFICE elbow restrictor, see detail ----- ---- -
pipe supports
see Note 6
45' BEND 1 CMP _ min.
d`tlet pipe
D see notes 1 8
PERMANENT CAP OR CONNECT PIPE
000
INVERT ELEV.
�-
= 386.14
� 45' WYE
TEE, CROSS, OR 45" WYE AT BENDS WELDED RESTRICTOR
PLATE W/ ORIFICE
CLEA I -WT OlTAN. OF 0.44" DIA.
N.T.S.
TEMPORARY CAP ON END OF ROOF DRAIN STUB,
MARKED BY 2"x4" STAKE
G �•�+ TYPICAL PRIVATE ROOF DRAIN MD. PLAN 225.10
! PUBLIC WORKS
DEPARTMENT COLL CT iOSYSTEM
�N'tO CROSS SECTION MARCH 2008
ROOF DOWNSPOUT CONNECTION AND CLEA!T
2
SCALE: NTS
W (see note 4)
limit of pipe zone
bedding o
material
for flexible
pipe (see
note 6) /
i
j m O.D.
foundation
level C
A - 4" min. 27" I.D. and under
6" min., over 27" I.D.
span span span T max
T max n,ax ,
Flexible Pipe NOTES:
Min. dist.
between
barrels
I
c
1. Provide uniform support under barrels.
30" to 96"
�diam. / 2
102" to 180"
48"
2. Hand tamp under haunches.
18" to 36"
12"
43" to 142"
3. Compact bedding material to 95% max. density; directly
148" to 199"
a> '
M
over pipe, hand tamp only.
D
Cn
OO
0.15 rise min.
4. See "Excavation and Preparation of Trench" in sanitary
I'
sewers section of the standard WSDOT/APWA
limits of pipe j_________
�, _
_____�. ____
specifications for trench width "W" and trenching
compaction
0.65 rise min.
options. The pipe zone will be the actual trench width.
X -.F- _____o,_
backfill for
The minimum concrete width shall be 1 1 I.D. = 18".
gravel backfill / gravel
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
installed in accordance with design A.
4. Concrete pipe, plain or with circular reinforcement, shall
be installed with design A.
5. O.D. is equal to the outside diameter of a pipe or the
outside span of pipe -arch. The dimensions shown as
O.D. with T maximum shall be O.D. until O.Q. equals
3'; at which point 3' 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".
®Backfill material placed in 0.5' loose layers and
compacted to 95% maximum density.
Method B or C compaction (WSDOT/APWA)
standard specifications.)
Pipe
Size
Min. dist.
between
barrels
circular pipe
conic., 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"
Y STD. PLAN - 220.0C
PUBLIC WORKS PIKE COMPACTION
DEPARTMENT pEi16M AND BACKFILL
MARCH 2008
PIPE COMPACTION DESIGN AND BACKFILL
SCALE: yrs 5
ACC
owwc
ACC
arcreo:
JJG
REVISION BY DATE APPR 1 MP111101i'llw-
PAVEMEENT PER PLANS
frame 8 solid cover
marked "DRAIN" with locking bolts
see note 3
j vertical bar
grate for
rde W. S. p
secondary inlet
handholds, steps or
ladder
I 2'rein. 36" CMP
inlet INVERT ELEV.
= 386.14
c shear gate with control
E rod for cleanout/drain
12" (rod bent as required
for vertical alignment
12" with cover)
o
E
N 12"
2' min, clearance
Lo any portion of frop-T
including elbows
NOTES: A
1. Use a mimimum of a 54" diameter type 2 OUTLET I
catch basin.
12" CPEP
2. Outlet Capacity: 100 -Year developed
peak flow.
3. Metal Parts: Corrosion resistant.
elbow restrictor
Non -Galvanized arts rferred.
P � see detail
Galvanized pipe parts to have asphalt
treatment 1.
4. Frame and ladder or steps offset so:
A. Cleanout gate is visible from top.
B. Climb -down space is clear of riser and
cleanout gate.
C. Frame is clear of curb.
5. If metal outlet pipe connects to cement
concrete pipe: outlet pipe to have smooth
O.D. equal to concrete pipe I.D. less a".
6. Provide at least one 3" X .090 gage support bracket anchored to concrete wall.
(maximum 3'-0" vertical spacing)
7. Locate elbow restrictor(s) as necessary to provide minimum clearance as shown.
8. Locate additional ladder rungs in structures used as access to tanks and vaults to
allow access when catch basin is filled with water.
G/ �)' PUBLIC WORKS FLOW RKSTRNCTO
* ` /t DEPARTMENT OIL POLLUTION CONTROL
�.ivT TEE
DETENTION CONTROL STRUCTURE
Cn
TW -WH WMLL r5
PER DETAIL
C-4 WASHLIEDD ROCK
6* PERFORATED PVC
X X, SDR35
x/\
NON -WOVEN
IT 1 XTI
FOR SEPARATION PER
1/ •
TABLE 3.
PERFORATED DOWNSPOUT CONNECTIO
SCAa: NTS
AS NOTED CITY OF
RENTON
DATUM
Planning/Building/Public •Dept.
91D. PLAN - 297.00
MARCH 2008
SCALE: NTS 3
TACO TIME RENTON HIGHLANDS 4 5*4
LL t 40051(S
STORM PLAN
DETAILS
08.25.2015
D
y
INLET FROM
t Tangle as
necessary
see note 7
2' min. /
-
/
- DETENTION
TANK 36CMP
addtionaI ladder rungs
(in sets) to allow access
to tanks or vaults when
catch is filled with wafer
p
'
PLAN VIEW
rn
G/ �)' PUBLIC WORKS FLOW RKSTRNCTO
* ` /t DEPARTMENT OIL POLLUTION CONTROL
�.ivT TEE
DETENTION CONTROL STRUCTURE
Cn
TW -WH WMLL r5
PER DETAIL
C-4 WASHLIEDD ROCK
6* PERFORATED PVC
X X, SDR35
x/\
NON -WOVEN
IT 1 XTI
FOR SEPARATION PER
1/ •
TABLE 3.
PERFORATED DOWNSPOUT CONNECTIO
SCAa: NTS
AS NOTED CITY OF
RENTON
DATUM
Planning/Building/Public •Dept.
91D. PLAN - 297.00
MARCH 2008
SCALE: NTS 3
TACO TIME RENTON HIGHLANDS 4 5*4
LL t 40051(S
STORM PLAN
DETAILS
08.25.2015
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