HomeMy WebLinkAboutR-419926DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB3-4329FFEOC108
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
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SEE STANDARD PLANS 110, 110.1, 110.2, AND 111 FOR PAVEMENT
RESTORATION REQUIREMENTS
SURFACE RESTORATION AS
SPECIFIED IN CONTRACT DOCUMENTS
2"MIN. -- EXISTING PAVEMENT SURFACE
6"MIN., SEE NOTE4
ANEAT
LINE TRENCH
/
"CRUSHED SURFACING TOP COURSE" PER
WSDOT STD. SPEC 9-03.9(3), COMPACTED
TO 95 % OF MAXIMUM DENSITY
"CRUSHED SURFACING TOP COURSE"PER
WSDOT STD. SPEC 9-03.9(3), "BANK RUN
GRAVEL FOR TRENCH BACKFILL" PER
WSDOT STD. SPEC 9-03.19, OR "GRAVEL
BORROW" PER WSDOT STD. SPEC 9-03.140),
COMPACTED TO 95% OF MAXIMUM DENSITY
BENCH AS NEEDED FOR
SHORING SYSTEM WHEN
DEPTH IS 4' OR GREATER J
PIPE
PIPE ZONE BEDDING AND BACKFILL
PER STD. PLANS 220.00 AND 220.10 —
i SEE NOTE 1
UNPAVED AREAS I PAVED AREAS
NOTES:
i. SEE WSDOT/APWA STANDARD SPECIFICATIONS SECTION 2-09.4 FOR
MEASUREMENT OF TRENCH WIDTH.
2. EXCAVATIONS OVER 4' DEEP SHALL COMPLY WITH THE SAFETY STANDARD
DESCRIBED IN CHAPTER 295-155 PART N OF THE WAC.
3. MAXIMUM BACKFILL DEPTH ABOVE PIPE SHALL NOT BE EXCEEDED, AS
DETERMINED BY PIPE MANUFACTURER.
4. IN PAVED AREAS, IF PIPE HAS LESS THAN V OF COVER, USE "CRUSHED
SURFACING TOP COURSE" FOR THE ENTIRE BACKFILL DEPTH ABOVE PIPE ZONE,
5. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS.
STD. PLAN - 220.20
R 1� DEPARTMENT PUBLIC WORKS TYPICAL TRENCH AND BACKFILL RR D GAZ 9/28/2018 1
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DATE
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C3 STORM O 4-
13000 A
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DIA
10-1/2" DIA
(2) 3/8"-16 SS SOCKET HEAD CAP 15"DIA
(1) OPEN PICKHOLE 1" SCREW (ALLENHEAD) WNVSHRS
ON A B" DIA BOLT CIRCLE
CAST IRON FRAME AND
COVER, SEE NOTE 3
8" CLASS "B"
ASPHALT, SEE NOTE
CLEANOUT RISER, SEE NOTE 2
PAVED AREA (TYP.)
EXTEND CLEANOUT RISER
2" ABOVE DESIGN PONDING
ELEVATION OR PER PLAN -
DESIGN PONDING
ELEVATION
- 4" COMPACTED SAND OR n
GRAVEL BACKFILL FOR DRAINS
PER WSDOT 9-03.12(4)
CLEANOUT RISER,
SOIL TIGHT 45° BEND SEE NOTE 2 -
�7 8-11�3/7166" D�IIABp�
COVER SECTION
FERNCO GASKETED
QUIK CAP OR SIMILAR
`4"STREAMBEDCOBBLES
PER WSDOT 9-03.11(2)
III III III n llll
WYE =1I1=1 —I
SOIL TIGHT � � — � — � — —
COUPLER
I_IIII1�=
UNDERDRAIN, FOOTING
DRAIN COLLECTOR, OR
ROOF DRAIN COLLECTOR —III—III—I
PIPE, SEE NOTE 1 CLEANOUT RISER LOCATED WITHIN
BIORETENTION PONDING AREA
TO OVERFLOW
STRUCTURE OR
STORM MAIN
MECHANICAL PLUG OR
CONTINUED CONNECTION
TYPICAL CLEANOUT CONFIGURATION
NOTES:
1. DIAMETER TO BE 6-INCHES MINIMUM PRIVATE, 8-INCHES MINIMUM PUBLIC. UNDERDRAIN PIPE PER STD. PLAN 262.10.
2. CLEANOUT RISER SHALL BE SAME MATERIAL AS CONNECTED UNDERDRAIN, FOOTING DRAIN COLLECTOR, OR ROOF DRAIN COLLECTOR PIPE.
3. FRAME AND COVER SHALL BE EJ PRODUCTS 3675Z1 PT AND 3675APT OR APPROVED EQUAL. COVER TO BE LOCKING WITH ALLEN HEAD BOLT, MARKED "STORM" OR
"DRAIN".
4. FOR CLEANOUTS FULLY OR PARTIALLY WITHIN UNPAVED AREAS OUTSIDE OF BIORETENTION PONDING AREA, POUR 8" THICK, 2'x2' SQUARE CONCRETE COLLAR
AROUND FRAME. CONCRETE COLLAR SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI.
GENERAL NOTES:
1. CLEANOUTS FOR UNDERDRAIN, FOOTING DRAIN COLLECTOR, AND ROOF DRAIN COLLECTOR PIPES SHALL BE INSTALLED AT A MINIMUM OF EVERY 100 FEET, AT
EVERY 90 DEGREE OR SECOND 45 DEGREE BEND, AT THE END OF EVERY COLLECTOR PIPE, AND AT EACH END OF AN UNDERDRAIN PIPE NOT CONNECTED TO AN
OVERFLOW STRUCTURE. CLEANOUTS SHALL BE INSTALLED TO ALLOW FOR MAINTENANCE ACCESS TO ALL PIPES.
2. ALL FITTINGS SHALL BE SOIL TIGHT.
3. CLEANOUT RISER SHALL BE LOCATED OUTSIDE OF BIORETENTION PONDING WHERE POSSIBLE.
4. CLEANOUTS SHALL NOT BE LOCATED WITHIN THE STREET TRAVEL LANE, UNLESS OTHERWISE APPROVED BY THE CITY.
UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS)
STD. PLAN - 226.00
4 PUBLIC WORKS[1,11)81Vned08by:
DEPARTMENT STORM SYSTEM CLEANOUT actin Pastucha $/13/20
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CONSTRUCTION RECORD DRAWINGS
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THESE RECORD DOCUMENTS HAVE BEEN
Michael Ruether (TH E
I Dakota Simurdak (THE
"
PREPARED FROM THE CONTRACTOR'S
CONTRACTOR OF RECORD) HEREBY CERTIFY
SURVEYOR OF RECORD) HEREBY CERTIFY
co
REDLINED MARK-UPS OF THE CONSTRUCTION
E
DOCUMENTS. THE ENGINEER REVIEWING THESE
THAT THE FIELD MEASUREMENT INFORMATION
THAT THE SURVEY INFORMATION SHOWN ON
N
RECORD DRAWINGS HAS NOT WITNESSED ALL
SHOWN ON THESE RECORD DRAWINGS
THESE RECORD DRAWINGS ACCURATELY
THE ELEMENTS OF CONSTRUCTION AND IS
ACCURATELY REFLECTS THE FIELD CONDITIONS
REFLECTS THE FIELD CONDITIONS AS OF
NOT RESPONSIBLE FOR ERRORS OR
N
OMISSIONS IN DATA OR CERTIFY THE
AS OF 10/29/2024.
10/29/2024.
ACCURACY OF THE INFORMATION PROVIDED
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BY THE CONTRACTORS AS -BUILT REDLINES.
CD x
1
CIVIL
CONSTRUCTION PERMIT
2
CIVIL
CONSTRUCTION PERMIT
RESUBMITTAL
3
CIVIL
CONSTRUCTION PERMIT
RESUBMITTAL
4
CIVIL
CONSTRUCTION PERMIT
REVISION
5
GRADING, STORM, AND PSE
UPDATE
NO.
REVISION
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BOLT -DOWN SLOT, gq•
SEE DETAIL AND
2 1/2" DIA, HOLE NOTE 1 1 11/4'
20" A
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TOP
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ISOMETRIC
4 3/4�1 1/21 /2"
L SECTION B
1 5/8" MAX.
R39% SEE NOTE 2
SECTION A
R_� 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 SLOTS.
THE FRAME SHALL ACCEPT THE 5/8"-11 NC 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 I
DATE
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10/ 19/21
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SCALE:VERTi_
AS SHOWN HORIZONTAL: NAD 1983/1991
ONE INCH DATUM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
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CITY OF
RENTON
Planning/Building/Public Works Dept.
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FlELDBOOK:
2900 NE 10TH ST, RENTON, WA 98056
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STANDARD STORM DRAINAGE DETAILS SHE: 26 OF`44 0�