HomeMy WebLinkAbout2024 - Declaration of Covenant for Inspection and Maintenance of Stormwater Facilities and BMPS - City of Tukwila/Tukwila SSP LLC - 20240723000460Instrument Number: 20240723000460 Document:COV Rec: 5329.50 Page -1 of 27
Record Date:7/23/2024 12:19 PM
Electronically Recorded King County, WA
After Recording Return to:
City Clerk
City of Tukwila
6200 Southcenter Boulevard
Tukwila, WA 98188
DOCUMENT TITLE:
Declaration of Covenant for Inspection and
Maintenance of Stormwater Facilities and BMPS
REFERENCE NUMBER(S) OF
RELATED DOCUMENTS:
Additional reference numbers at page 2 of document.
GRANTOR:
Tukwila SSP, LLC, a Delaware limited liability company
GRANTEE:
City of Tukwila, a Washington Municipal
Corporation
ABBREVIATED LEGAL
DESCRIPTION:
Ptn of SW 1/4 of SE 1/4 of SEC 14, TWP 23 N, R 4 E,
W.M.
Full legal on page 5 of document.
KING COUNTY TAX PARCEL,
NUMBER: I
336590-1690
(2156810004/02658498-31
Instrument Number: 20240723000460 Document:COV Rec: $329.50 Page -2 of 27
Record Datc:7/23/2024 12:19 PM Mug County, WA
DECLARATION OF COVENANT FOR INSPECTION AND
MAINTENANCE OF STORMWATER FACILITIES AND BMPS
1. Parties
1.1 This Covenant for Inspection and Maintenance of Stormwater Facilities and
Best Management Practices ("Covenant") is made by and between Tukwila SSP, LLC, a Delaware
limited liability company, as Grantor, and the City of Tukwila, a Washington Municipal Corporation,
as Grantee. Grantor and Grantee (also denoted as City herein) are each a Party and collectively the
Parties to this Agreement.
2. Recitals
11 Grantor applied to City for issuance of a Public Works Construction Permit on 9/22/22.
2.2 Pursuant to TMC 14.30,060, application for and issuance of such permit requires the
property owner to enter into this Covenant.
2.3 The subject of the Covenant is the real property located in King County, Washington,
bearing King County Tax Parcel No.336590-1690 and legally described in the attached Exhibit A
incorporated herein ("Property"),
2.4 The City approved the applications which consist of the following documents, attached
and incorporated herein:
2.4.1 City issued Permit No. D21-0154, Exhibit B.
2.4.2 Storrnwater Facility/BMP Site Plan, Exhibit C.
2.4.3 Operations & Maintenance Plan including schedule, Exhibit D.
3. Terms of Agreement
NOW THEREFORE, in consideration of the foregoing recitals and other good and valuable
consideration including approval and issuance of City of Tukwila Permit D21-0154 on 9/12/2022, the
sufficiency and receipt of which are acknowledged, Grantor hereby irrevocably covenants as follows:
11 The foregoing Recitals and references to documents are incorporated as material terms
of this Covenant ,
3.2 The Grantor(s) for itself and its successors in interest having any ownership interest in
the Property (collectively Owners) shall at their sole cost and expense retain, uphold, operate, maintain,
and repair the storrawater facilities and best management practices ("BMPs") located on the Property
pursuant to the schedule within the Operations & Maintenance Plan.
3.3 The obligations required under Section 3.2 above shall be taken consistent the
following:
33.1 The City shall have the right of ingress and egress over those portions of the
Property necessary to perform inspections of the stormwater facilities and BMPs and conduct other
activities specified in this Declaration of Covenant and in accordance with Tukwila Municipal Code
("TMC") 14.30.80. This right of ingress and egress, right to inspect, and right to perform required
maintenance or repair shall be as provided for in subsection 3.3.2 below.
City of Tukwila Page I
Stomiwater Maintenance
Declaration of Covenant
Instrument Number: 20240723000460 Document:COV Rec: $329.50 Page -3 of 27
Record Datc:7/23/2024 12:19 PM King County, WA
3.3.2 If the City determines that maintenance or repair work is required to be done
to any of the stormwater facilities or BMPs, the Director of Public Works or designee (the "Director")
shall give notice of the specific maintenance and/or repair work required pursuant to TMC 1430.080.
The Director shall also set a reasonable time in which such work is to be completed by the Owner. If
the above required maintenance or repair is not completed within the time set by the Director, the City
may perform the required maintenance or repair, and is hereby granted access to the Property for such
purposes. Written notice will be mailed to the Owner stating the City's intention to perform such work.
This work will not commence until at least seven (7) days after such notice is mailed. If, within the sole
discretion of the Director, there exists an imminent or present danger, the seven (7) day notice period
will be waived and maintenance and/or repair work will begin immediately.
3.4 If at any time the City reasonably determines that a stormwater facility or BMP
on the Property presents an imminent hazard, as identified by TMC 14.30,080 and herein incorporated
by reference, the Director or equivalent municipal successor's official may take measures specified
therein.
15 'The Owner shall assume all responsibility for the cost of any maintenance or repair
work completed by the City as described in Covenant. Such responsibility shall include reimbursement
to the City within thirty (30) days of the receipt of the invoice for any such work performed. Overdue
payments will require payment of interest at the current legal rate as liquidated damages. All such costs
and expense shall constitute a lien against the Property.
3.6 The Owners shall. obtain a Type C Public Works permit from the City prior to filling,
piping, cutting, or removing vegetation (except in routine landscape maintenance such as replacement
of plants and pretreatment mulch) in open vegetated stormwater facilities (such as swales, channels,
ditches, ponds, etc.), or performing any alterations or modifications to the stormwater facilities and
BMPs, referenced in this Covenant. Prior to the final approval and issuance of the new permit, a new
Covenant with updated exhibits reflecting the changes to the stormwater facilities shall be recorded at
the Owner's sole cost, and a copy of the new recorded Declaration of Covenant provided to the City.
3.7 Any notice or consent required to be given or otherwise provided for by the provisions
of this Declaration of Covenant shall be effective upon personal delivery, or three (3) days after
mailing by Certified Mail, return receipt requested, to the address listed below for that party:
To Grantee:
City Clerk
City of Tukwila
6200 Southcenter Blvd,
Tukwila, WA 98188
To Grantor:
Tukwila SSP, LLC
c/o Brixx Development LLC
2680 Seychelles Court
Salt Lake City, UT 84121
3.8 With regard to the matters addressed herein, this Covenant constitutes the entire
agreement between the patties, and supersedes all prior discussions, negotiations, and all agreements
whatsoever whether oral or written. This Covenant shalt be governed by the laws of the State of
Washington. Any suit to enforce or relating to this Covenant shall only be filed in King County
Superior Court, King County, Washington, and the Parties consent to the jurisdiction thereof In the
event of any legal action by either Party relating to this Covenant, the Parties shall pay their own costs
City of "Tukwila
Storinwater Maintenance
Declaration of Covenant
Page 2
Instrument Number: 20240723000460 Document:COV Rec: $329.50 Page -4 of 27
Record Datc:7/23/2024 12:19 PM King County, WA
or fees.
3.9 This Covenant is intended to protect the value and desirability of the real property
described in Exhibit A, promote the efficient and effective management of stormwater drainage, and
shall inure to the benefit of all the citizens of the City and its municipal successors and assigns.
References herein to the TMC shall include subsequent amendments to such statutes and all successor
statutes.
3,10 This Covenant shall run with the land and shall be binding upon the Owners as defined
in Section 3.2 above.
111 This Covenant may be amended or terminated only with the advance express written
consent of the City as determined pursuant to its discretion.
EXECUTED AND EFFECTIVE as of the date last signed below.
FOR GRANTOR:
TUKWILA SSP, LLC,
a Delaware limited liability company
Ile -J(JeA%g
40
-e"
me
DATE:
City of Tukwila
Stormwater Maintenance
Declaration of Covenant
FOR GRANTEE:
City of Tukwila
Hari Ponnekanti
Public Works Manager
DATE:
NOTARY BLOCKS APPEAR ON FOLLOWING PAGE
Page 3
Instrument Number: 20240723000460 Document:COV Rec: $329.50 Page -5 of 27
Record Date:7/23/2024 12:19 PM King County, WA
STATE OF UTAH
)ss.
COUNTY OF SALT LAKE )
I certify that I know or have satisfactory evidence thatrim is the person wh appeared
before me, and said person acknowledged that s/he signed this instrument as Manager of Tukwila SSP,
LLC, a Delaware limited liability company.
DATED: lhrmv+ -y GA �U
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STATE OF WASHINGTON
ss.
C�MZltlitrilr•LiJ�:+litiCt7
Name (typed or printed): batAlc ,0#mjj
NOTARY PUBLIC in and for the State of Utah
Residing at: 94y 5 'l3 401lvyj 0T 90411'2
My appointment expires: 1 c f 7-02 7
t is lly appeared before me, to me known to be the
ers
__ of the. CITY OF TUKWILA, a municipal corporation and
noncharter code city with a council -mayor form of government organized pursuant to RCW Title 35A,
that executed the foregoing instrument, and acknowledged such instrument to be her free and voluntary
act and deed of said city for the uses and purposes therein mentioned, and on oath stated that s/he was
duly authorized to execute such instrument.
GIVEN UNDER MY HAND AND OFFICIAL SEAL this day' of
120j$
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r' , NOTARY PUBLIC, inand for the State of Washington,
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residing at ir. wN
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City of Tukwila Page 4
Stormwater Maintenance
Declaration of Covenant
Instrument Number: 20240723000460 Document:COV Rec: $329.50 Page -6 of 27
Record Date:7/23/2024 12:19 PM King County, WA
EXHIBIT A
LEGAL DESCRIPTION OF PROPERTY
THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF
SECTION 14, TOWNSHIP 23 NORTH, RANGE 4 :EAST W.M., DESCRIBED AS FOLLOWS
BEGINNING AT THE SOUTHEAST CORNER OF LOT 7 BLOCK 17, HILLMAN'S SEATTLE
GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME I1
OF PLATS, PAGE 24, IN KING COUNTY, WASHINGTON;
THENCE N080 36'31"E, ALONG THE EAST LINE OF SAID LOT, 250.00 FEET TO THE
NORTHEAST CORNER OF SAID LOT AND THE SOUTHERLY MARGIN OF SOUTH 143RD
STREET;
THENCE N81023'38"W, ALONG SAID SOUTHERLY MARGIN AND THE NORTH LINE OF
SAID BLOCK 17, A DISTANCE OF 384.27 FEET TO THE NORTHWEST CORNER OF SAID
BLOCK AND THE MOST EASTERLY CORNER OF RIGHT-OF-WAY #5 AS DESCRIBED IN
QUIT CLAIM DEED RECORDED UNDER KING COUNTY RECORDING NUMBER 6557639;
THENCE S49035'08"W, ALONG THE SOUTHEAST MARGIN OF SAID RIGHT OF WAY,
60.32 FEET TO THE EASTERLY MARGIN OF INTERURBAN AVENUE SOUTH AND A
POINT OF NON -RADIAL INTERSECTION WITH A 2924.79 -FOOT RADIUS CURVE TO
THE RIGHT, THE CENTER OF WHICH BEARS S49°35'08"W;
THENCE SOUTHEASTERLY, ALONG SAID CURVE AND MARGIN, THROUGH A
CENTRAL ANGLE OF 0105554", A DISTANCE OF 98.61 FEET TO A POINT OF
TANGENCY;
THENCE S38028'57"E, CONTINUING ALONG SAID MARGIN, 183.95 FEET TO A POINT OF
TANGENCY WITH A 1060.00 -FOOT RADIUS CURVE TO THE RIGHT;
THENCE SOUTHERLY, ALONG SAID CURVE AND CONTINUING ALONG SAID
MARGIN, THROUGH A CENTRAL ANGLE OF 01 °20'02", A DISTANCE OF 24.68 FEET TO
A POINT ON THE NORTHWEST LINE OF RIGHT-OF-WAY #4 AS DESCRIBED IN SAID
QUIT CLAIM DEED;
THENCE N55°26'02"E, ALONG SAID MARGIN, 54.26 FEET TO A POINT OF RADIAL
INTERSECTION WITH A 2936.33 -FOOT RADIUS CURVE CONCAVE TO THE
SOUTHWEST AND THE MOST NORTHERLY CORNER OF SAID RIGHT-OF-WAY #4;
THENCE SOUTHERLY, ALONG SAID CURVE AND THE NORTHEASTERLY MARGIN OF
SAID RIGHT-OF-WAY, THROUGH A CENTRAL ANGLE OF 00°53"15", A DISTANCE OF
45,48 FEET TO THE NORTH MARGIN OF SOUTH 143RD PLACE AND THE SOUTH LINE
OF SAID BLOCK 17;
THENCE S81023'38"E, ALONG SAID MARGIN AND LINE 127.44 FEET TO THE POINT OF
BEGINNING.
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
City of Tukwila Page 5
Storniwater Maintenance
Declaration of Covenant
Instrument Number: 20240723000460 Document:COV Rec: $329.50 Page -7 of 27
Record Date:7/23/2024 12:19 PM King County, WA
r
Permit
[attached]
City of Tukwila Page 6
storrnwater Maintenance
Declaration of Covenant
Instrument Number: 20240723000460 Document:COV Rec: $329.50 Page -8 of 27
Record Date:7/23/2024 12:19 PM King County, WA
City of Tukwila
Department of Community Development
• 6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Inspection Scheduling: https://tukw-egov.aspgov.com/BP/index.htmi
Web site: http://www.TukwilaWA.gov
FOUTIMITTWUMAW.MT41fil
Parcel No: 3365901690
Address: 6221 S 143RD ST
Project Name: Brixx and Tukwila Self -Storage - BLDG
Owner:
Name:
TUKWILA SSP LLC
Address:
6402 S 144TH ST#1 , TUKWILA, UT,
98168
Contact Person:
Name:
Brett McDonough
Address:
2680 E Seychelles Court, Salt Lake
City, UT, 84121
Permit Number: D21-0154
Issue Date: 9/12/2022
Permit Expires On:
Phone: (801) 792-1540
Contractor:
Name: PERLO CONSTRUCTION Phone:
Address: 11450 SW Amu St, TUALATIN,, OR,
97062
License No: PERLOC*905BN Expiration pate: 1/15/2024
Lender:
Name: Bank of Utah
Address:
DESCRIPTION OF WORK:
New Construction - Self Storage Building
REFER to Construction Storm Water General Permit (CSWGP) WAR 310449
Project Valuation: $10,785,455.52
Type of Fire Protection: Sprinklers: YES
Fire Alarm: YES
Type of Construction: IIB
Electrical Service Provided by: Tukwila
Fees Collected: $322,756.84
Occupancy per IBC: 5-1
Water District: Tukwila
Sewer District: Tukwila
Fees Collected:
Electrical Service Provided by:
Water District:
Sewer District:
.. _ _ Current Codes adopted by the City of Tukwila:
Instrument Number: 20240723000460 Document:COV Rec: $329.50 Page -9 of 27
Record Datc:7/23/2024 12:19 I'M Mug County, WA
International Fire Code Edition:
International Building Code Edition:
International Residential Code Edition:
International Mechanical Code Edition:
Uniform Plumbing Code Edition:
International Fuel Gas Code:
Public Works Activities:
Channelization/Striping:
Curb Cut/Access/Sidewalk:
Fire Loop Hydrant:
Flood Control Zone:
Hauling/Oversize Load:
Land Altering:
Landscape Irrigation:
Sanitary Side Sewer:
Sewer Main Extension:
Storm Drainage:
Street Use:
Water Main Extension:
Water Meter:
2021
2021
National Electrical Code:
2023
2021
WA Cities Electrical Code:
2023
2021
WAC 296-46B:
2023
2021
WA State Energy Code:
2021
2021
Volumes: Cut: 1400 Fill: 1200
Number: 0
I
PRIVATE
Yes
All provisions of law and ordinances governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other
state or local laws regulating construction or the performance of work.
This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if
the work is suspended or abandoned for a period of 180 days from the last inspection.
FjWMT51FffK*7iNO3Ffr*TM
1: Condition Notes
2: All permits and approved construction documents shall be kept at the site of work and shall be open to
inspection by the Building Inspector until final inspection approval is granted.
3: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17,
Table 1705.3.
4: The special inspections for steel elements of buildings and structures shall be required. All welding shall be
done by a Washington Association of Building Official Certified welder.
5: Installation of high-strength bolts shall be periodically inspected in accordance with RISC specifications.
6: The special inspection of bolts to be installed in concrete prior to and during placement of concrete.
7: When special inspection is required, either the owner or the registered design professional in responsible
charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to
the first building inspection. The special inspector shall furnish inspection reports to the Building Official in
a timely manner.
8: A final report documenting required special inspections and correction of any discrepancies noted in the
inspections shall be submitted to the Building Official, The final inspection report shall be prepared by the
approved special inspection agency and shall be submitted to the Building Official prior to and as a
condition of final inspection approval.
Instrument Number: 20240723000460 Document:COV Rec: $329.50 Page -10 of 27
Record Datc:7/23/2024 12:19 PM Mug County, WA
9: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for
nonstructural components. ASCE 7, Chapter 13.
10: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall
be laterally braced to the building structure. Such bracing shall be independent of any ceiling splay bracing.
11: Readily accessible access to roof mounted equipment is required.
12: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop
drawings shall bear the seal and signature of a Washington State Professional Engineer, Shop drawings
shall be maintained on the site and available to the building inspector for inspection purposes.
13: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame
spread index of not more than 25 and a smoke development index of not more than 450. Where facings
are installed in concealed spaces in buildings of Type 111, IV, or V construction, the flame spread and smoke -
developed limitations do not apply to facings, that are installed behind and in substantial contact with the
unexposed surface of the ceiling, wall or floor finish.
14: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform
strictly with the recommendations given in the soils report. Special inspection is required.
15: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to
any requirements for special inspection.
16: Special inspection for sprayed fire-resistant materials applied to structural elements and decks is required.
Special inspections shall be based on the fire -resistance design as designated in the approved construction
documents.
17: Masonry construction shall be special inspected.
18: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage
over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic
events. The design and calculations for the anchorage or bracing shall be prepared by a registered
professional engineer licensed in the State of Washington. Periodic special inspection is required during
anchorage of storage racks 8 feet or greater in height.
19: There shall be no occupancy of a building until final inspection has been completed and approved by
Tukwila building inspector. No exception.
20: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila
building inspector.
21: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy
can be obtained at City Hall in the office of the City Clerk.
22! Every occupied space other than enclosed parking garages and buildings used for repair of automobiles
shall be ventilated in accordance with the applicable provisions of the International Mechanical Code.
23: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion.
Strapping shall be at points within the upper one-third and lower one-third of the water heater's vertical
dimension. A minimum distance of 4 -inches shall be maintained above the controls with the strapping.
24: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the
City of Tukwila Building Department (206-431-3670).
25: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center.
26: Prior to final inspection for this building permit, a copy of the roof membrane manufacturer's warranty
certificate shall be provided to the building inspector.
27: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an
approval of, any violation of any of the provisions of the building code or of any other ordinances of the City
of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other
ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction
documents and other data shall not prevent the Building Official from requiring the correction of errors in
the construction documents and other data.
28: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center (206/431-3670).
29: D21-0154 FIRE CONDITIONS:
Instrument Number: 20240723000460 Document:COV Rec: $329.50 Page -11 of 27
Record Datc:7/23/2024 12:19 PM Mug County, WA
- FOR FIRE REDLINES AND ADDITIONAL CONDITIONS, SEE ARCHITECTURAL SITE PLAN SHEET: A001 on PLANS
TITLED: 210514Brx Tukwila—Permit Set.pdf
- The design, construction, and the use of the building shall comply with the 2018 Washington State Fire
Code (WSFC), and the Tukwila Municipal Code 16.16.
Automatic gates shall be "CLICK 2 ENTER" for Emergency Vehicle Access.
FIRE ACCESS ROAD SURFACE: The surface shall be constructed of asphalt or concrete capable of
supporting the imposed load of fire apparatus weighing at least 85,000 lbs.
- AERIAL FIRE ACCESS LANE NEEDS TO SUPPORT AERIAL OUTRIGGER POINT -LOADING. ANY UNDERGROUND
TANKS WILL ALSO NEED TO SUPPORT AERIAL OUTRIGGER POINT -LOADING.
- Fire Extinguisher type, spacing and quantities for this occupancy shall comply with the 2018 Washington
State Fire Code (WSFC).
-THE BUILDING ADDRESS AND EXTERIOR FIRE ALARM HORN STROBE SHALL BE LOCATED IN THIS AREA.
BOTH SHALL BE VISIBLE FROM STREET AND NOT OBSTRUCTED BY TREES OR COMMERCIAL VEHICLES.
- If Storage units are numbered, storage unit number sequence shall be the following: the first number shall
correspond with the story/floor where the unit is located (example: UNIT 351 is located on the 3rd floor).
Remaining numbers shall increase in size when moving from West to East or North to South (example: 332
is North and/or West of 362).
- When the Fire Alarm control panel is located inside a room, the outside of the door shall have a sign in
one -inch letters that reads "Fire Alarm" or "Fire Alarm Control."
- When the Sprinkler Riser are located inside a room or building, the outside of the doors leading to the
Sprinkler Riser shall have a sign in one -inch letters that reads "FIRE SPRINKLER RISER" or "FIRE SPRINKLER
RISER ROOM."
- A new Fire Department KNOX eLock key box shall be provided and mounted on the address side of the
building (adjacent to the main entrance) at approximately 60" high. The KNOX eLock can be either a
SURFACE or FLUSH mount style. This box shall not only have access keys for the building but shall also
include access keys to rooms containing the Fire Alarm Control Panel, Sprinkler Risers, Emergency
Responder Radio Repeaters, and Electrical Panels. If there are access codes and/or other devices that are
needed for the buildings fire protection systems, those items shall also be in the KNOX box. Mount KNOX
eLock Key Box at main entrance and at east entrance. To purchase the KNOX eLock key box, use this link:
https://www.KnoxBox.com/22324
- Items cannot be stacked closer than 18 inches from any sprinkler head, unless approved by the fire
official.
- Fire sprinkler protection for the elevator hoistways and machine rooms shall comply with 2019 NFPA 13
Section 9.3.6.
- An electrically supervised signed, sprinkler control valve shall be provided for the elevator hoistway and
pit sprinklers. The valve shall not be higher than 6 ft. above the floor.
Elevators shall comply with 2019 NFPA 72 Section 21.3.
Elevators shall comply with 2018 Washington State Fire Code (IFC) Section 606.
Three spare elevator keys shall be provided.
COMMERCIAL FIRE SPRINKLER SYSTEM REQUIRED, FIRE SPRINKLER DESIGN, INSTALLATION, AND TESTING
SHALL BE IN ACCORDANCE WITH THE 2018 EDITION OF THE WA STATE FIRE CODE, NFPA 13 (2019 EDITION),
AND TUKWILA MUNICIPAL 16.42.
Instrument Number: 20240723000460 Document:COV Rec: $329.50 Page -12 of 27
Record Date:7/23/2024 12:19 PM King County, WA
- THE FDC SHALL BE PAINTED RED WITH THE BUILDING ADDRESS STENCILED VERTICALLY IN 3" WHITE
CONTRASTING NUMBERS.
- FIRE SPRINKLER FDC REQUIRES A 30 DEGREE DOWNWARD BEND AND LOCKING KNOX S" STOR2 CAP. FDC
PORT SHALL FACE IN THE DIRECTION OF THE MAIN ENTRANCE.
A 4'L X 4'W REINFORCED CEMENT PAD SHALL BE POURED AROUND THE FDC.
THE FDC SHALL BE LOCATED AS NOTED IN RED ON APPROVED PLANS.
- A FIRE HYDRANT SHALL BE WITHIN 50' OF THE FDC AND LOCATED ON THE SAME SIDE OF THE STREET AS
THE FDC.
- By line of vehicular travel, a fire hydrant must be no further than 150 feet from a structure; and no portion
of a structure to be over 300 feet from fire hydrant. (TMC 14.24)
- THE PIV SHALL BE PAINTED RED WITH THE BUILDING ADDRESS STENCILED VERTICALLY IN 3" WHITE
CONTRASTING NUMBERS.
- THE PIV CONTROL VALVE SHALL BE MONITORED BY THE FIRE ALARM SYSTEM AND TRANSMIT A
SUPERVISORY SIGNAL WHEN OPERATED.
- A 4`L X 4'W REINFORCED CEMENT PAD SHALL, BE POURED AROUND THE PIV.
- FIRE ALARM SYSTEM REQUIRED. The design and installation shall comply with the 2018 Washington State
Fire Code (WSFC), 2019 NFPA 72, and Tukwila Municipal Code 16.40.
- A FIRE D PERMIT FINAL INSPECTION IS REQUIRED AT THE COMPLETION OF THIS PROJECT BUT IT WILL
NEED TO BE COMPLETED BEFORE YOUR BUILDING DEPARTMENT FINAL INSPECTION.
- To schedule the required FIRE D PERMIT FINAL with the Tukwila Fire Marshal's Office, please call 206-575-
4407.
-SEPARATE FIRE PERMITS ARE REQUIRED FOR THIS PROJECT:
*FIRE ALARM SYSTEM
*COMMERCIAL FIRE SPRINKLER SYSTEM
*FIRE TANK INSTALLATION (IF A ON SITE GENERATOR IS INSTALLED).
*EMERGENCY RESPONDER RADIO SYSTEM
REVIEW COMPLETED BY BHC AND TUKWILA FIRE MARSHAL'S OFFICE.
30: Prior to requesting a landscaping inspection please provide a landscaping affidavit from the landscape
architect, stating that the landscaping was installed per approved plans. Landscape inspection can occur
any time after the plants are planted. You do not need to wait until the end of the project to schedule the
landscaping inspection. As part of the landscaping inspection you will need to verify that the irrigation
system is working properly
31: Change mulch at northeast corner of site to native groundcover, e.g. Kinnikinnik. See markup on sheet
L2.01 of COR2 D21-0154 Brixx and Tukwila - Updated Plan Set.pdf
32: ***PUBLIC WORKS PERMIT CONDITIONS***
33: Schedule and attend a Preconstruction Meeting with the Public Works Department prior to start of work
under this permit. To schedule, go to https://tukw-egov.aspgov.com/BP/index.html. Any questions please
call 206-431-3670.
34: Prior to construction, all utilities in the vicinity shall be field located. NOTE: For City of Tukwila utility
locates, call 811 or 1-800-424-5555.
35: Permit is valid between the weekday hours of 7:00 a.m. and 5:00 p.m. only. Coordinate with the Public
Works Inspector for any work after 5:00 p.m. and weekends.
36: No work under this permit during weekend hours without prior approval by Public Works. Coordinate with
the Public Works Inspector.
Instrument Number: 20240723000460 Document:COV Rec: $329.50 Page -13 of 27
Record Datc:7/23/2024 12:19 I'M Mug County, WA
37: Work affecting traffic flows shall be closely coordinated with the Public Works Inspector. Traffic Control
Plans shall be submitted to the Inspector for prior approval.
38: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable
service lines be underground from the point of connection on the pole to the house.
39: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall
provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public
Works each night around hauling route (No flushing allowed). Notify Public Works Inspector before 12:00
Noon on Friday preceding any weekend work.
40: Any material spilled onto any street shall be cleaned up immediately.
41: Clean and remove debris from City catch basin in and around hauling routes. Provide adequate temporary
access as not to interfere with other vehicle movement or cause trucks to travel over curbs. All vehicles
must make a complete stop prior to entering public right-of-way.
42: Temporary erosion control measures shall be implemented as the first order of business to prevent
sedimentation off-site or into existing drainage facilities.
43: The site shall have permanent erosion control measures in place as soon as possible after final grading has
been completed and prior to the Final Inspection.
44: The Land Altering Permit Fee is based upon an estimated _ cubic yards of cut and cubic yards of
fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final
quantity and pay the difference in permit fee prior to the Final Inspection,
45: The Land Altering Permit Fee is based upon an estimated ____ cubic yards of excavation. If
contamination is detected, the land altering quantity and permit fee will change. The applicant will be
required to calculate final quantities and pay the difference in permit fee prior to the Final Inspection.
46: From October 1 through April 30, cover any slopes and stockpiles that are 3HAV or steeper and have a
vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period,
cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must
be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and
immediately before, during and following storms.
47: From May I through September 30, inspect and maintain temporary erosion prevention and sediment at
least monthly, All disturbed areas of the site shall be permanently stabilized prior to final construction
approval.
48: It is strongly recommended that storm drainage designs be prepared and stamped by a Washington State
licensed engineer. Otherwise, the owner assumes liability for the design and any subsequent related
damages.
49: Downspouts, driveway, patio and drainage from other impervious areas shall be collected in an on-site
storm drain system. Drains shall be 4" minimum diameter, PVC schedule 40 or corrugated poly ethylene
pipe with a minimum 1% slope for gravity discharge to location approved by the Public Works Department.
Downspouts shall not connect to footing drains. Footing drain and downspouts may share a single
discharge pipe downstream of the lowest footing drain.
SO: All private storm drain pipe shall be either concrete or reinforced ADS pipe. Treated corrugated metal pipe
may be used for detention facilities.
51: All public storm drain systems and those portions of private systems (with the exception of residential
driveway culvert within public right-of-way) shall be constructed with 12" diameter and reinforced concrete
pipe.
52: Pre -construction storm drainage patterns shall be met during and after construction.
53: The property owner is responsible for the maintenance of its storm drainage system and, for this purpose,
shall have a maintenance plan in place and the responsibility for maintenance assigned prior to Public
Works final.
54: Any Public Storm Manhole(s) shall be installed per City of Tukwila Standard Detail no. DS -09; including (all
in color) letters, seal, and City logo.
55: A water quality device is required for the storm drain system in the parking lot unless proof of existing
water quality device is submitted.
56: A double detector check valve assembly is required for the fire lines.
Instrument Number: 20240723000460 Document:COV Rec: $329.50 Page -14 of 27
Record Datc:7/23/2024 12:19 PM Mug County, WA
57: The water meter box shall be located within City right-of-way at the property line or a recorded utility
easement.
58: All double check valve assemblies shall be approved by the State Department of Health.
59: It shall be verified in writing to the Public Works inspector that the fire loop system for the building
contains a State Department of Health approved double check detector valve assembly. This shall be done
prior to the Final Inspection.
60: Prior to backfill of pipe and final sign off, provide as -constructed plan sheet showing dimensions in relation
to property line and house.
61: Driveway modifications shall be constructed in accordance with City standards.
62: Driveway shall comply with City commercial standards. Driveway width shall be a 25' minimum and 35'
maximum. Slope shall be a maximum of 15%. Turning radii shall be a minimum of 10'.
63: The driveway shall be designed and sloped so that drainage from the driveway does not flow onto the
existing road surface.
64: The new sidewalk on private property shall be turned over to the City along with appropriate recorded
easement documentation prior to the Final Inspection.
65: The on-site sewer and water mains shall be turned over to the City along with appropriate recorded
easement documentation prior to the Final Inspection.
66: The on-site storm drainage system shall be turned over to the City along with appropriate recorded
easement documentation prior to the Final Inspection,
67: A copy of the recorded easement document for ingress/egress and utilities shall be submitted to the Public
Works Inspector prior to the Final Inspection.
68: Geotechnical Engineer/Soils Engineer shall provide certification of trench backfill to the Public Works
Inspector. Trench backfill shall be per 2012 WSDOT Standard Specifications for Road, Bridge, and Municipal
Construction. (No native backfill unless approved by the City Engineer.)
69: Maintain emergency, pedestrian, and vehicular access to buildings, trails and transit at all times.
70: Construction equipment shall be kept off of existing 5 foot wide pedestrian path, as much as possible, to
avoid damage of asphalt.
71: Coordinate lane closures that may impact usage of bus zones with King County Construction Information
Center (CIC) at (206) 477-1140 or email construction.coord@kingcounty.gov.
72: Contractor shall stop all construction activities within the City of Tukwila, if local traffic and/or pedestrian
travel is not adequately addressed.
73: Pavement mitigation fees may apply to this permit. Amount estimated to be xxx sq. ft. x $xx.xx per sq. ft.
$x,xxx.xx. Final measurement to be made in the field by the Public Works Inspector prior to Public Works
Final.
74: Prior to Public Works Final Inspection, a copy of the recorded right-of-way dedication document for an
additional ten feet along - shall be submitted to the City. This will bring the right-of-way
width up to feet on this side of the road and conforms to the City's Functional Street Classification
Ordinance (No. 1616) which requires a total right-of-way width of no less than feet for a collector
arterial.
75: Prior to Public Works Final, building(s) shall be built and Public Works shall receive a Flood Zone Final
Elevation Certificate.
76: (1) Sidewalk Easement (2) Conveyance of Public Improvements and (3) Material List shall be signed by the
Owner/Applicant as part of the Turnover process; all prior to Public Works final. As part of the turnover,
Owner shall provide As-Builts & an ACAD CD. Owner shall also provide a two (2) year maintenance bond in
the amount of 10% x cost of work within the Public right-of-way.
77: Prior to Public Works Final, provide storm drainage as -built plan, storm drainage maintenance plan and
responsibility for maintenance assigned for stormwater treatment and flow control BMPs/Facilities.
Instrument Number: 20240723000460 Document:COV Rec: $329.50 Page -15 of 27
Record Datc:7/23/2024 12:19 PM Mug County, WA
78: 1. Geotechnical engineer shall be on site during construction of any work below ground, geopiers,
foundation and completion of first floor to ensure adherence to their method of construction
recommendations.
2. Call for all required inspections.
3. Because this site is within the floodplain, ensure that you a) call an inspection to ensure that you have
provided adequate compensatory storage per your plans, b) provide preliminary finish floor elevation
survey data before continuing your build to ensure that it is at least Vabove base flood elevation, c)
provide the Letter of Map Revision (LOMB) and d) follow all other floodplain development requirements.
4. Because water meter was not capped under the demo permit D21-0001 so that it can be used for
construction, that work must be completed before we can final this permit D21-0154.
79: FIRE CONDITIONS
1. Calculations show hydrants are adequate for structure, a hydrant will be required within 50 feet of the
building Fire Department Connection (FDC) and shown on plans
2. (C1.03) shows approved fire lane markings. Curbs painted yellow and 12 -inch lettering with stripping to
read "NO PARKING FIRE LANE" every fifty feet alternating sides.
3. (C1.03) Continue "NO PARKING FIRE LANE" along building side of drive isle.
4. (01.03) gate will need to have Opticom type emergency entrance with a Knox approved backup key
system. (see #10 and #11)
5. Fire sprinkler riser room to have an outside entrance and will need Knox box access to riser room. (see
#10 and #11)
6. Fire sprinklers under a separate submittal.
7. A monitored Fire alarm under a separate submittal. Panel located in riser room (or other approved
location) with annunciator at public entrance. Knox box access is required.
8, TMC Section 510.1 Emergency Responder Radio Coverage (New Buildings). Approved radio coverage for
emergency responders shall be provided in buildings or structures where the Fire or Police Chief
determines that in -building radio coverage is critical because of its unique design, location, use or
occupancy. Separate submittal.
9. Vaults in drive isles need to be constructed to greater than H520 at the surface and able to withstand
45,000 -pound point load. (Aerial apparatus outrigger pad)
10. A new Fire Department KNOX eLock key box shall be provided and mounted on the address side of the
building (adjacent to the main entrance) at approximately 60" high. The KNOX eLock can be either a
SURFACE or FLUSH mount style. This box shall not only have access keys for the building but shall also
include access keys to rooms containing the Fire Alarm Control Panel, Sprinkler Risers, Emergency
Responder Radio Repeaters, and Electrical Panels. If there are access codes and/or other devices that are
needed for the buildings fire protection systems, those items shall also be in the KNOX box.
11. To purchase the KNOX eLock box, use this link: https://www.KnoxBox.com/22324
PERMIT INSPECTIONS REQUIRED
Permit Inspection Scheduling: https://tukw-egov.aspgov.com/BP/index,htmi
BACKFLOW - FIRE
BACKFLOW - FIRE
BACKFLOW - IRR
BACKFLOW - WATER
BACKFLOW - WATER
BUILDING FINAL"
BUILDING FINAL"
BUILDING FINAL"
BUILDING FINAL**
BUILDING FINAL"
BUILDING FINAL"
CHAN N E LIZATIO N—STP
CONCRETE SLAB
Instrument Number: 20240723000460 Document:COV Rec: $329.50 Page -16 of 27
Record Date:7/23/2024 12:19 PM King County, WA
CONCRETE SLAB
CONCRETE SLAB
CONCRETE SLAB
CONCRETE SLAB
CONCRETE SLAB
CONCRETE SLAB
CONCRETE SLAB
CONCRETE SLAB
CONCRETE SLAB
CONCRETE SLAB
CONCRETE SLAB
CONCRETE SLAB
CONCRETE SLAB
CONCRETE SLAB
CONCRETE SLAB
CURB ACCESS SDW
CURB ACCESS SDW
CURB ACCESS SDW
DAMPPROOF AND WATERPROOF
EMERGENCY LIGHTING
EMERGENCY LIGHTING
EMERGENCY RADIO FINAL
ENERGY EFF CERT
EROSION MEASURES
EROSION MEASURES FNL
EXT ROOFING INSUL
FIRE ALARM FINAL
FIRE D PERMIT FINAL
FIRE D PERMIT FINAL
FIRE LOOP HYDRANT
FIRE LOOP HYDRANT
FIRE LOOP HYDRANT
FIRE LOOP HYDRANT
FIRE LOOP HYDRANT
FIRE LOOP HYDRANT
FIRE LOOP HYDRANT
FIRE LOOP HYDRANT
FIRE LOOP HYDRANT
FIRE PW PERMIT FINAL
FIRE -SMOKE RESISTANT PEN
FLOOD ZONE CONTROL
Instrument Number: 20240723000460 Document:COV Rec: $329.50 Page -17 of 27
Record Date:7/23/2024 12:19 PM King County, WA
FOOTING
FOOTING
FOOTING
FOOTING
FOOTING
FOOTING
FOOTING DRAINS
FOOTING DRAINS
FOUNDATION WALL
FOUNDATION WALL
FOUNDATION WALL
FRAMING
FRAMING
FRAMING
FRAMING
FRAMING
FRAMING
FRAMING
GLAZING
ILLUMINATION
LANDCAPING FINAL
LANDSCAPE IRRIGATION
LANDSCAPING
LANDSCAPING
LANDSCAPING SOILS
LATH -GYPSUM BOARD
LATH -GYPSUM BOARD
LATH -GYPSUM BOARD
LATH -GYPSUM BOARD
PAVING AND RESTORE
PAVING AND RESTORE
PAVING AND RESTORE
PAVING AND RESTORE
PAVING AND RESTORE
PLANNING FINAL
PUBLIC WORKS FINAL
PUBLIC WORKS FINAL
PUBLIC WORKS FINAL
PUBLIC WORKS PRE -CON
ROOF SHEATHING
ROOF SHEATHING
Instrument Number: 20240723000460 Document:COV Rec: $329.50 Page -18 of 27
Record Date:7/23/2024 12:19 PM King County, WA
SANITARY SIDE SEWER
SI -COLD -FORM WELD
SI -CONCRETE CONST
SI-EPDXY-EXP CONC
SI -FIRE RESIST JNTS
SI -MASONRY
SI -MASONRY
SI -MASONRY
SI -MASONRY
SI -MASONRY
SI -MASONRY
SI -MASONRY
SI -MASONRY
SI -MASONRY
SI -MASONRY
SI -MASONRY
SI -MASONRY
SI -MASONRY
SI -MASONRY
SI -MASONRY
SI -MASONRY
SI -MASONRY
SI-REBAR REINF
SI-REBAR REINF
SI-REBAR REINF
SI-REBAR REINF
SI -SOILS
SI -SOILS
SI -STEEL CONST
SI-STRUCT STEEL
SI-STRUCT STEEL
SI -VERT MASON FOUND
SI -WELDING
SPRINKLER FINAL
STORM DRAINAGE
STORM DRAINAGE
STORM DRAINAGE
STORM DRAINAGE
STORM DRAINAGE
STORM DRAINAGE
STORM DRAINAGE
Instrument Number: 20240723000460 Document:COV Rec: $329.50 Page -19 of 27
Record Date:7/23/2024 12:19 PM King County, WA
STORM DRAINAGE
STORM DRAINAGE
STORM DRAINAGE
STORM DRAINAGE
STORM DRAINAGE
STORM DRAINAGE
STORM DRAINAGE
STORM DRAINAGE
STORM DRAINAGE
STORM DRAINAGE
STORM DRAINAGE
SUSPENDED CEILING
TREE PROTECT MEASURE
UNDERFLOOR FRAMING
WALL INSULATION
WALL INSULATION
WALL INSULATION
WALL INSULATION
WALL INSULATION
WALL INSULATION
WALL INSULATION
WALL INSULATION
WALL INSULATION
WALL INSULATION
WALL INSULATION
WATER MAIN EXT
WATER METER - PERM
WATER METER - PERM
WATER METER - TEMP
WATER METER - TEMP
Instrument Number: 20240723000460 Document:COV Rec: $329.50 Page -20 of 27
Record Date:7/23/2024 12:19 PM King County, WA
x
21 =
Z 0 -EP
t"t
Instrument Number: 20240723000460 Document:COV Rec: $329.50 Page -21 of 27
Record Date:7/23/2024 12:19 PM King County, WA
Operations & Maintenance
Plan with Schedule
City of Tukwila Page 8
Stern -water Maintenance
Declaration of Covenant
Instrument Number: 20240723000460 Document:COV Rec: $329.50 Page -22 of 27
Record Date:7/23/2024 12:19 PM King County, WA
NO. 5—CATCHBASINS AND MANHOLES
Maintenance Defect or Problem Condition When Maintenance is Needed Results Expected When
Component Maintenance is Performed
Structure
Sediment
Sediment exceeds 60% of the depth from the
Sump of catch basin contains no
bottom of the catch basin to the invert of the
sediment.
lowest pipe into or out of the catch basin or is
within 6 inches of the invert of the lowest pipe
into or out of the catch basin.
Trash and debris
Trash or debris of more than '/� cubic foot which
No Trash or debris blocking or
is located immediately in front of the catch basin
potentially blocking entrance to
opening or is blocking capacity of the catch basin
catch basin.
by more than 10%.
Trash or debris in the catch basin that exceeds
No trash or debris in the catch
'13 the depth from the bottom of basin to invert
basin.
the lowest pipe into or out of the basin.
Dead animals or vegetation that could generate
No dead animals or vegetation
odors that could cause complaints or dangerous
present within catch basin.
gases (e.g., methane).
Deposits of garbage exceeding 1 cubic foot in
No condition present which would
volume.
attract or support the breeding of
insects or rodents.
Damage to frame
Corner of frame extends more than !4 inch past
Frame is even with curb.
and/or top slab
curb face into the street (If applicable).
Top slab has holes larger than 2 square inches
Top slab is free of holes and cracks.
or cracks wider than % inch.
Frame not sitting flush on top slab, i.e.,
Frame is sifting flush on top slab.
separation of more than 3/< inch of the frame from
the top slab.
Cracks in walls or
Cracks wider than'/ inch and longer than 3 feet,
Catch basin is sealed and is
bottom
any evidence of soil particles entering catch
structurally sound.
basin through cracks, or maintenance person
judges that catch basin is unsound.
Cracks wider than "F inch and longer than 1 foot
No cracks more than '/4 Inch wide at
at the joint of any inlet/outlet pipe or any
the joint of inletloutlet pipe.
evidence of soil particles entering catch basin
through cracks.
Settlement/
Catch basin has settled more than 1 inch or has
Basin replaced or repaired to design
misalignment
rotated more than 2 inches out of alignment.
standards.
Damaged pipe joints
Cracks wider than "/a -inch at the joint of the
No cracks more than '/-inch wide at
iniet/outiet pipes or any evidence of soil entering
the joint of inlet/outlet pipes.
the catch basin at the joint of the inlet/outlet
pipes.
Contaminants and
Any evidence of contaminants or pollution such
Materials removed and disposed of
pollution
as oil, gasoline, concrete slurries or paint.
according to applicable regulations.
Source control Bi implemented if
appropriate. No contaminants
present other than a surface oil film.
Inlet/Outlet Pipe
Sediment
Sediment filling 20% or more of the pipe.
Inlet/outlet pipes clear of sediment.
accumulation
Trash and debris
Trash and debris accumulated in inlet/outlet
No trash or debris in pipes.
pipes (includes floatables and non-floatables).
Damaged
Cracks wider than '/cinch at the joint of the
No cracks more than'/ -inch wide at
inlettoutlet pipes or any evidence of soil entering
the joint of the inlet/outlet pipe.
at the joints of the inlet/outlet pipes.
Instrument Number: 20240723000460 Document:COV Rec: $329.50 Page -23 of 27
Record Date:7/23/2024 12:19 PM King County, WA
NO. 5-'GATCH BASINS AND (MANHOLES
Maintenance
Detect or Problem
Condition When Maintenance is Needed
Results Expected When
Component
Maintenance is Performed
Metal Grates
Unsafe grate opening
Grate with opening wider than'/a inch.
Grate opening meets design
(Catch Basins)
standards.
Trash and debris
Trash and debris that is blocking more than 20%
Grate free of trash and debris.
of grate surface.
footnote to guidelines for disposal
Damaged or missing
Grate missing or broken member(s) of the grate.
Grate is in place and meets design
Any open structure requires urgent
standards.
maintenance.
Manhole Cover/Lid
Cover/lid not in place
Cover/lid is missing or only partially in place.
Cover/lid protects opening to
Any open structure requires urgent
structure.
maintenance.
Locking mechanism
Mechanism cannot be opened by one
Mechanism opens with proper tools.
Not Working
maintenance person with proper tools. Bolts
cannot be seated. Self-locking cover/lid does not
work.
Cover/lid difficult to
One maintenance person cannot remove
Cover/lid can be removed and
Remove
cover/lid after applying 80 lbs. of lift,
reinstalled by one maintenance
person.
Instrument Number: 20240723000460 Document:COV Rec: $329.50 Page -24 of 27
Record Date:7/23/2024 12:19 PM King County, WA
NO. 6 - CQNV/EYANCE PIPES AN'O DITCHES
Maintenance
Defect or Problem
Conditions When Maintenance is Needed
Results Expected When
Component
Maintenance Is Performed
Pipes
Sediment & debris
Accumulated sediment or debris that exceeds
Water flows freely through pipes.
accumulation
20% of the diameter of the pipe.
Vegetation/roots
Vegetation/roots that reduce free movement of
Water flows freely through pipes.
water through pipes.
Contaminants and
Any evidence of contaminants or pollution such
Materials removed and disposed of
pollution
as oil, gasoline, concrete slurries or paint.
according to applicable regulations.
Source control BMPs implemented if
appropriate. No contaminants
present other than a surface oil film.
Damage to protective
Protective coating is damaged; rust or corrosion
Pipe repaired or replaced.
coating or corrosion
is weakening the structural integrity of any part of
pipe.
Damaged
Any dent that decreases the cross section area
Pipe repaired or replaced.
of pipe by more than 20% or is determined to
have weakened structural integrity of the pipe.
Ditches
Trash and debris
Trash and debris exceeds 1 cubic foot per 1,000
Trash and debris cleared from
square feet of ditch and slopes,
ditches.
Sediment
Accumulated sediment that exceeds 20% of the
Ditch cleaned/flushed of all
accumulation
design depth.
sediment and debris so that it
matches design.
Noxious weeds
Any noxious or nuisance vegetation which may
Noxious and nuisance vegetation
constitute a hazard to County personnel or the
removed according to applicable
public.
regulations. No danger of noxious
vegetation where County personnel
or the public might normally be.
Contaminants and
Any evidence of contaminants or pollution such
Materials removed and disposed of
pollution
as oil, gasoline, concrete slurries or paint.
according to applicable regulations.
Source control BMPs implemented if
appropriate. No contaminants
present other than a surface oil film.
Vegetation
Vegetation that reduces free movement of water
Water flows freely through ditches.
through ditches.
Erosion damage to
Any erosion observed on a ditch slope.
Slopes are not eroding.
slopes
Rock lining out of
One layer or less of rock exists above native soil
Replace rocks to design standards.
place or missing (If
area 5 square feet or more, any exposed native
Applicable)
soil.
Instrument Number: 20240723000460 Document:COV Rec: $329.50 Page -25 of 27
Record Date:7/23/2024 12:19 PM King County, WA
NO. 17 -- WETVAULT
Maintenance
Defect or Problem
Condition When Maintenance is Needed
Results Expected When
Component
Maintenance is Performed
Site
Trash and debris
Trash and debris accumulated on facility site.
Trash and debris removed from
facility site.
Treatment Area
Trash and debris
Any trash and debris accumulated in vault
No trash or debris in vault.
(includes floatables and non-floatables).
Sediment
Sediment accumulation in vault bottom exceeds
No sediment in vault.
accumulation
the depth of the sediment zone plus 8 inches.
Contaminants and
Any evidence of contaminants or pollution such
Materials removed and disposed of
pollution
as oil, gasoline, concrete slurries or paint.
according to applicable regulations.
Source control BMPs implemented if
appropriate. No contaminants
present other than a surface oil film.
Vault Structure
Damage to wall,
Cracks wider than '/cinch, any evidence of soil
Vault is sealed and structurally
frame, bottom, and/or
entering the structure through cracks, vault does
sound.
top slab
not retain water or qualified inspection personnel
determines that the vault is not structurally
sound.
Baffles damaged
Baffles corroding, cracking, warping and/or
Repair or replace baffles or walls to
showing signs of failure or baffle cannot be
specifications.
removed.
Ventilation
Ventilation area blocked or plugged.
No reduction of ventilation area
exists.
Inlet/Outlet Pipe
Sediment
Sediment filling 20% or more of the pipe.
Inlettoutlet pipes clear of sediment.
accumulation
Trash and debris
Trash and debris accumulated in inlettoutlet
No trash or debris in pipes.
pipes (includes floatables and non-floatables).
Damaged
Cracks wider than '/,inch at the joint of the
No cracks more than '/-inch wide at
inlet/outlet pipes or any evidence of soil entering
the joint of the inlet/outlet pipe.
at the joints of the inlet/outlet pipes.
Gravity Drain
Inoperable valve
Valve will not open and close.
Valve opens and closes normally.
Valve won't seat
Valve does not seal completely.
Valve completely seats closed.
Access Manhole
Access covedlid
Access cover/lid cannot be easily opened by one
Access cover/lid can be opened by
damaged or difficult to
person. Corrosion/deformation of cover/lid.
one person,
open
Locking mechanism
Mechanism cannot be opened by one
Mechanism opens with proper tools,
not working
maintenance person with proper tools. Bolts
cannot be seated. Self-locking cover/lid does not
work.
Covertlid difficult to
One maintenance person cannot remove
Cover/lid can be removed and
remove
cover/lid after applying 80 lbs of lift.
reinstalled by one maintenance
person.
Access doors/plate
Large access doors not flat and/or access
Doors close flat; covers access
has gaps, doesn't
opening not completely covered,
opening completely.
cover completely
Lifting Rings missing,
Lifting rings not capable of lifting weight of door
Lifting rings sufficient to lift or
rusted
or plate.
remove door or plate.
Ladder rungs unsafe
Missing rungs, misalignment, rust, or cracks.
Ladder meets design standards.
Allows maintenance person safe
access.
Instrument Number: 20240723000460 Document:COV Rec: $329.50 Page -26 of 27
Record Date:7/23/2024 12:19 PM King County, WA
W 0.2 - C� tAYEI
LF! INF1t'10' N TkE HtMo
Maintenance Defect or Problem Conditions When Maintenance is Needed Results Expected When
Component Maintenance is Performed
Maintenance
Defect or Problem
Conditions When Maintenance Is Needed
Results Expe hen
Component
Mainten s Performed
Preventative
Plugg bstructions
Any cause limiting flow into drywell,
able to receive full flow prior
14
OF and during wet season.
Site
Trash and debris
Trash or debris that could end up in the
No trash or debris that could get into
vident,
the drywell can be found.
Pipes
inlet is plugged
The ee to the pipe is ed due to
The entrance to the pipe is not
sediment, qr de
restricted.
Vegetation/roots
Vogetation/roo uce free movement of
Water flows freely through pipes,
water thro rpes.
Broken or joint leaks.
Plugged
Wor other material prev e ee flow of
S nt
Water flows freely through pipes,
ter through the pipe.
other than at the outlet to the trench.
Structure
Broken or join
Damage to the pipe or pipe joints allowing wa
Pipe does not allow water to exit
trench
to seep out,
r than at the outlet.
Structure
B eaks
Holes or breaks in the basin allow water to leave
Basin led and allows water to
access does not allow
the basin at locations other than per design.
exit only w esigned.
Fitter Media
Filter media plugged
Filter media plugged.
Flow through filter is normal.
Ins
Frequency
Annually and prior to and following significant
Inspect drywell system for a
Filter Media
Filter media plugged
storms,
defects of deficiencies.
W 0.2 - C� tAYEI
LF! INF1t'10' N TkE HtMo
Maintenance Defect or Problem Conditions When Maintenance is Needed Results Expected When
Component Maintenance is Performed
Preventative
Blocking, obstructions
Debris or trash limiting flow to infiltration trench.
infiltration trench able to receive full
flow prior to and during wet season.
Site
Trash and debris
Trash or debris that could end up in the
No trash or debris that could get into
infiltration trench is evident.
the infiltration trench can be found.
Pipes
Inlet is plugged
The entrance to the pipe Is restricted due to
The entrance to the pipe is not
sediment, trash, or debris.
restricted,
Vegetation/roots
Vegetation/roots that reduce free movement of
Water flows freely through pipes.
water through pipes.
Plugged
Sediment or other material prevents free flow of
Water flows freely through pipes.
water through the pipe.
Broken or joint leaks.
Damage to the pipe or pipe joints allowing water
Pipe does not allow water to exit
to seep out.
other than at the outlet to the trench.
Structure
Flow not reaching
Flows are not getting into the trench as
Water enters and exits trench as
trench
designed.
designed.
Cleanout/inspection
The cleanout/inspection access is not available.
Cleanout/inspection access is
access does not allow
available.
cleaning or inspection
of trench
Filter Media
Filter media plugged
Filter media plugged.
Flow through filter media is normal.
Inspection
Frequency
Annually and prior to and following significant
Inspect infiltration trench system for
storms.
any defects of deficiencies.
Instrument Number: 20240723000460 Document:COV Rec: $329.50 Page -27 of 27
Record Date:7/23/2024 12:19 PM King County, WA
NO. 27 - GRAVEL FILLED DISPERSION TRENCH IMP
Maintenance
Defect or Problem
Conditions When Maintenance is Needed
Results Expected When
Component
Maintenance is Performed
Preventative
Blocking, obstructions
Debris or trash limiting flow to dispersion trench
Dispersion trench able to receive full
or preventing spreader function,
flow prior to and during wet season.
site
Trash and debris
Trash or debris that could end up in the
No trash or debris that could get into
dispersion trench is evident.
the dispersion trench can be found.
Pipes
Inlet is plugged
The entrance to the pipe is restricted due to
The entrance to the pipe is not
sediment, trash, or debris.
restricted.
Vegetation/roots
Vegetation/roots that reduce free movement of
Water flows freely through pipes.
water through pipes.
Plugged
Sediment or other material prevents free flow of
Water flows freely through pipes,
water through the pipe.
Broken joint or joint
Damage to the pipe or pipe joints allowing water
Pipe does not allow water to exit
leaks.
to seep out,
other than at the outlet to the trench.
Cleanout caps
Cleanout caps are broken, missing, or buried.
Cleanout caps are accessible and
intact.
Structure
Flow not reaching
Flows are not getting into the trench as designed.
Water enters and exits trench as
trench
designed.
Perforated pipe
Flow not able to enter or property exit from
Water freely enters and exits
plugged
perforated pipe.
perforated pipe.
Flow not spreading
Outlet flows channelizing or not spreading evenly
Sheet flow occurs at the outlet of the
evenly at outlet of
from trench.
trench.
trench
Cleanoutfinspection
The cleanout/inspection access is not available.
Cleanout/inspection access is
access does not allow
available,
cleaning or inspection
of perforated pipe
Filter Media
Filter media plugged
Filter media plugged.
Flow through filter media is normal.
Inspection
Frequency
Annually and prior to and following significant
Inspect dispersion trench system for
storms.
any defects of deficiencies.