HomeMy WebLinkAboutC20005592_117 Wells_Pre-Con MeetingaDEPARTMENT OF COMMUNITY
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Last Modified 1/30/2023 1 117 Wells/Satara Precon Meeting, 10/23/24
CITY OF RENTON
PRECONSTRUCTION MEETING
117 Wells/Satara, C20005592
10/23/2024
PROJECT PERSONNEL:
Michael Sippo, 425-430-7298, MSippo@Rentonwa.gov
Casey Grant, 206-532-4390, CGrant@Retnonwa.gov
Jill Ding, Planning Reviewer, 425-430-6598, JDing@Rentonwa.gov
Corey Thomas, Fire Inspector, 425-430-7024, CThomas@RentonRFA.org
GENERAL:
1. Call the construction inspection line at 425-430-7203 24 hours before you start work. Notify
Fire Dispatch, Renton Police Department, and King County Metro of project construction
schedule.
Fire Dispatch can be reached at 253-852-2121. The Renton Police Department can be reached
at 425-430-7500. King County Metro can be reached at 206-477-1140.
2. CONSTRUCTION HOURS OUTSIDE OF RIGHT OF WAY: 7:00 AM to 8:00 PM Monday thru Friday
and 9:00 AM to 8:00 PM on Saturday. Saturday work is by permission only. No work is allowed
on Sunday.
3. CONSTRUCTION HOURS INSIDE OF RIGHT OF WAY: Follow approved traffic control plan.
Saturday work is by permission only. No work is allowed on Sunday.
4. RIGHT OF WAY HAUL HOURS: 8:30 AM to 3:30 PM Monday thru Friday. Hauling on Saturday is
by permission only. No hauling is allowed on Sunday.
5. INSPECTION HOURS: 7:00 AM to 3:30 PM Monday thru Friday. Contractor must call for City
inspection before 3:00 PM on the previous day. Inspections outside of inspection hours must
be requested.
6. To request work, hauling, and inspections outside of the hours listed above, contact the City no
later than three working days prior to the requested activity.
7. After hours inspection fees (applies to inspections performed on Saturdays, Sundays, observed
City of Renton holidays, and non‐holiday Monday‐Fridays outside the hours of 7:00am to 3:30pm).
Current fees can be found on the City of Renton Fee Schedule. Any outstanding fees are to be paid
by the specialized billing contact provided by the applicant.
8. Public Works Reimbursement (any work performed by City forces or under City contract on behalf
of a permit applicant to repair damage to the City infrastructure caused by the permit applicant
or contractor under its control, or any and all roadway or right‐of‐way cleanup efforts performed
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by City forces or under City contract that resulted from the work performed by the permit
applicant or contractors under its control. Current fees can be found on the City of Renton Fee
Schedule. Any outstanding fees are to be paid by the specialized billing contact provided by the
applicant.
9. Contractors shall use only sets of drawings approved by the City for constructing utility and
transportation improvements. Approved drawings are signed by the Project Manager and / or
other city staff on each plan sheet. A set of approved drawings shall be kept on-site at all times.
10. RECORD DRAWINGS: It is the responsibility of the contractor and engineer to keep record
drawings. All changes to the approved construction plans shall be shown on the record drawings.
Record drawings are required to be submitted to the City. Record drawings submitted to the City
shall be prepared, stamped, and signed by a Professional Land Surveyor or Professional Engineer
licensed in the State of Washington.
All plan sheets with utility and transportation improvements including those constructed per
design, must be verified, stamped, and signed “As-Built”. Record drawings shall first be submitted
to the City for review by the Public Works Inspector. Once the record drawings are approved by
the Public Works Inspector, final electronic plans (PDF) shall be submitted for City permanent
records. Recording of the final plat or short plat or issuance of final occupancy will not be
completed until final record drawings are received.
11. If the materials shown on the approved plans differ from those shown in the City standard details,
material submittals shall be made to the Project Manager for approval prior to installation.
12. MINOR FIELD CHANGES: Identify the proposed change(s) to the Public Works Inspector. If the
Public Works Inspector determines that the change(s) is minor, the Public Works Inspector can
approve the change(s) in the field. A summary of any minor changes approved by the Public
Works Inspector shall be emailed to the Project Manager. If the Public Works Inspector
determines that the change(s) needs further review and approval from other City staff, the
contractor shall follow the directions in the Major Field Changes section below.
13. MAJOR FIELD CHANGES: Submit a digital plan clearly showing the proposed change(s) and
justification via email to the Project Manager and Public Works Inspector. City staff will respond
to the requested change within two business days. The Public Works Inspector cannot give
approval for major construction changes in the field.
14. Trenches with City utilities shall be left open for inspection prior to backfill.
15. A spill kit shall be located on site and easily identifiable with signage.
16. PROJECT CLOSEOUT: The Civil Construction Permit Final Inspection and Construction Closeout
Process Requirements document gives information of the requirements for construction closeout.
The current version of the Final Inspection and Construction Closeout Process and Requirements
document is included in this preconstruction meeting packet. All requirements of the codes and
regulations for the construction permit closeout should be followed by the contractor and
developer.
17. FINAL INSPECTION WALKTHROUGH: Contractor shall accompany the Site Inspector during the
final walkthrough and provide any required traffic control.
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TRANSPORTATION:
1. TRAFFIC CONTROL PLAN: An approved traffic control plan in accordance with the Manual on
Uniform Traffic Control Devices (MUTCD) is required prior to any construction activity in the
right of way.
A traffic control plan should be submitted to the Project Manager for review at least five working
days prior to proposed work in the right of way. The traffic control plan shall be submitted with
the traffic control plan cover sheet found here:
https://rentonwa.gov/city_hall/public_works/transportation_systems/operations/traffic/traffic
_control_plans
The traffic control plan shall address both roadway / vehicular and sidewalk / pedestrian traffic
impacts.
All traffic control plans will be required to submit no later than five (5) working days before the
date of work.
2. STREET RESTORATION: Street restoration is required to conform to the City of Renton Trench
Restoration and Street Overlay Requirements. A copy has been provided. All street repairs shall
be complete and in place within 14 days, or as directed by the Public Works Inspector.
3. PAVING: Paving shall be done in accordance with WSDOT Standard Specifications Division 5.
Weather limitations from this specification shall be followed. Reference Section 5-04.3(16) for
HMA weather limitations. Pavement subgrade and rock surfaces shall be compacted to at least
95% of the maximum density.
4. TRENCHES: Trenches shall not be left overnight without approval of the Public Works Inspector.
Trenches shall be backfilled, plated, or fenced. The proposed method of cover or protection shall
be submitted to the Public Works Inspector for approval. Shoring plates and cold mix shall be
available on site at all times. The Public Works Inspector will require cold mix for trench
restoration in sidewalks or driveways.
5. City streets shall be kept clean at all times. Streets shall be swept in a timely manner. Truck
washing and / or other measures as approved by the Public Works Inspector may be required for
the duration of the project.
6. Construction traffic shall observe all traffic laws. All hauling shall consist of legal loads.
7. The right of way shall remain unobstructed when possible. No stockpiles are allowed in the right
of way. All truck maneuvering and materials storage shall occur on-site.
8. NOISE VARIANCE: Projects that include construction between 10 pm and 7 am will require a noise
variance if the project meets the criteria as specified in RMC 8-7-2.
• For work not exceeding 2 days, an Administrative noise variance is required. The process
will take approximately five to six weeks for the review, public notification, decision, and end of
appeal period prior to start of work.
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• For work exceeding 2 days, a Public Hearing will be required. The process will take
approximately twelve weeks for the review, public notification, Public Hearing, Hearing Examiner
decision, and end of appeal period prior to start of work.
Please consider the noise variance time requirements when you plan and schedule the
construction work.
CITY UTILITIES
WATER:
1. For water main shut downs or to open or close a valve, call the City Public Works Maintenance
Services Division at 425-430-7400. For emergency water shutdowns, call 911.
2. Pipe materials, valves, and fittings shall be as indicated on the approved plans and standard notes.
3. When installing water main in new roadways, the proposed road prism shall be constructed to
subgrade prior to any utility installation.
4. The City of Renton shall install all connections to existing mains. The contractor shall construct
the new water main to a point approximately ten feet short of the existing main. All necessary
excavation, shoring, and materials are supplied by the contractor and shall be on-site prior to
scheduling. Allow at least seven working days advance notice, and schedule the connection
through the Public Works Inspector.
5. Temporary and permanent thrust blocks shall be formed. Concrete for thrust blocks shall be
delivered to the job. No on-site mixes are allowed. Standard mix design shall be 3,000 psi. All
blocking shall be inspected before backfilling.
6. Procedure for cleaning and construction testing of new water lines:
a. Pipe cleaning shall be by poly pigging through vertical crosses installed at the ends of the
water lines to serve as pig launches and sediment traps.
b. Water main shall be polywrapped.
c. All water lines shall be pressure tested to minimum of 200 psi or 150 psi over operating
pressure (static) for 2 hours. Services may be tested separately by visual inspection of the
corp stop under static pressure.
d. Chlorinate for 24 hours, using liquid chlorine and chlorine pump assembly. The Public
Works shall schedule chlorination. Seven working days advance notice is required.
e. Water used for flushing water lines shall be drained into the sanitary sewer only.
f. The construction inspector will collect purity tests at blow-offs. Water purity tests are
taken to the testing laboratory by the Public Works Inspector. Test results are available
in 5-7 days.
7. 5/8” minus crushed rock backfill to grade is required in City right-of-way. Recycled 1-1/4”
concrete may be used in lieu of crushed rock backfill. Pit run type material may be considered for
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use in backfill if approved by the Public Works Inspector. Backfill shall be compacted to at least
95% of maximum density. Compaction testing is required.
8. Where conflict exists, the water main shall go under other utilities; however, it is preferred that
no water mains shall have more than six feet of cover. Water mains with a diameter of 10-inches
and under shall have a minimum of three feet of cover. Water mains 12-inches and larger shall
have a minimum of four feet of cover.
9. All bends on water mains shall be surveyed prior to backfill with horizontal and vertical control
for all bends established.
10. Final acceptance shall be after final walk through inspection, adjustment of all structures, and
approval of as-builts, cost data inventory, easements and bill of sale if applicable.
SANITARY SEWER:
1. Pipe and materials shall be as indicated on the approved plans and standard notes. Any sewer
pipe with less than four feet or greater than fifteen feet of cover shall be Ductile Iron, Class 50, or
C900 pipe.
2. When installing sewer main in new roadways, the proposed road prism shall be constructed to
subgrade prior to any utility installation.
3. All manholes shall have all interior surfaces, including channeling, coated/sealed with a high solids
urethane coating: Wasser MC-Conseal or approved equal. Coating shall be white.
4. Pipe bedding shall be pea gravel or 5/8" minus crushed rock as approved by the Public Works
Inspector. Bedding shall extend 1-foot above the pipe and 6-inches below the pipe. Backfill shall
be compacted to at least 95% of maximum density. Compaction testing is required.
5. A Number 6 wire shall be wrapped around the stub and extended to the top with a 2” x 4” marker
stenciled in white.
6. Contractor shall as-built the invert elevation of all side sewer stubs. If cleanouts are installed, the
top and flowline shall be as-built and noted on the record drawings.
7. No shims or wedges shall be used on any utility structure.
8. Contractor will be responsible for TVing of the sewer main. TVing shall occur after channeling and
coating is complete. Pressure tests on the main and side sewers shall be per City specifications.
9. Sewer mains may be surveyed after backfill using the manholes as access points.
STORM/EROSION CONTROL:
1. Approved temporary erosion and sediment control (TESC) and stormwater pollution prevention
and spill control (SWPPS) measures are to be installed as first order of business and maintained
at all times per the approved drawings or at the direction of the Construction Stormwater
Supervisor, or the project Certified Erosion and Sediment Control Lead (CESCL), and the Public
Works Inspector.
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2. The approved Construction Storm Pollution Prevention Plan (CSWPPP) shall be located on site at
all times.
3. The Construction Stormwater Supervisor or CESCL shall review the site’s TESC and SWPPS
measures at least weekly and within 24 hours of significant storms.
Weekly reports outlining the status and condition of the erosion control plan, with any
recommendations of change or revision to maintenance schedules or installation, are required to
be submitted by the project Engineer of record or CECSL to the Project Manager and Public Works
Inspector. Weekly reports shall include the project’s NPDES permit number (if applicable).
4. If dewatering for the site is required, all site construction stormwater discharge shall be less than
25 NTUs if discharged into Waters of the State. Any pipe conveyance system that eventually
discharges to a body of water is construed as discharging into Water of the State.
5. If dewatering is proposed to the City sewer then a permit from the City and King County will be
required. If dewatering is proposed to a sewer system belonging to another sewer district,
contact that district for approval. Contractor is strongly encouraged to obtain all required sewer
discharge permits in advance of any anticipated need to discharge to a sewer.
6. Wet Season requirements found in Appendix D of the 2022 City of Renton Surface Water Design
Manual (RSWDM) shall be adhered to for construction occurring between October 1st and April
30th. For construction occurring during the wet season, a Wet Weather fee, as defined in the City
Fee Schedule, is applicable.
7. Dust control shall be implemented as directed by the Public Works Inspector.
8. Proper removal of all TESC measures is required prior to permit closeout unless otherwise
approved by the Public Works Inspector or Project Manager.
9. Pipe and materials shall be as indicated on the approved plans and standard notes.
10. When installing storm drain in new roadways, the proposed road prism shall be constructed to
subgrade prior to any utility installation.
11. Contractor must notify the Project Manager and Public Works Inspector of any vertical conflict
prior to proceeding with construction. Any proposed changes shall be submitted to the City as
described in the Major Field Changes note.
12. Pipe bedding material shall be per WSDOT Standard Specifications 9-03.12(3) or as approved by
the Public Works Inspector. Backfill shall be compacted to at least 95% of maximum density.
Compaction testing is required.
13. Smooth interior wall corrugated polyethylene stormwater pipe, where permitted, shall use
watertight couplings. It shall also be bedded in pea gravel as described in the City specifications.
14. Catch basin penetrations shall be grouted smoothly.
15. No shims or wedges shall be used on any utility structure.
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16. Contractor will be responsible for TVing of the storm drain. Pressure tests on the storm drain shall
be per City specifications.
17. The storm system shall be flushed and cleaned prior to final approval. This includes the
downstream system for a minimum of two structures or 500 feet, whichever is greater.
FRANCHISE UTILITIES:
1. Permits for franchise utility work shall be obtained prior to franchise utility installation in existing
or future right of way. Each franchise utility requires a separate permit. Franchise permits can
be applied for at the permit counter on the 6th floor of City Hall. Plans should be submitted at
least two weeks prior to anticipated installation. Provide a copy of the approved composite utility
drawing with each franchise permit application.
2. All franchise utilities within the City of Renton right of way must be inspected by the City of Renton
Franchise Inspector. Call the inspection line at 425-430-7203 24 hours prior to installation.
3. Permits for each franchise utility in a joint trench shall be obtained prior to the excavation of the
joint trench.
4. All franchise utilities shall be separated a minimum of 5’ horizontally and 12” vertically from all
City utilities.
5. The composite utility drawing shall be as-built to show all franchise utility locations and crossings.
The as-built composite drawing shall be included with the record drawing submittal after
construction is complete.
FIRE PREVENTION:
1. Access to the site shall be maintained at all times. Access must be able to support emergency
equipment in all types of weather.
2. Hydrants are required to be in place prior to any combustible installation above the foundations.
3. All new hydrants shall be Cory type hydrants and painted Safety Yellow. Iowa and Renselear are
manufacturers of Cory type hydrants. Alternative hydrants, such as Clow Medallion or Mueller
Super Centurion have been approved for use. Any hydrant installed shall be equipped with 5-
inch diameter Storz "quick connect" style fitting. All concrete blocking for the hydrant assembly
shall be inspected by the Public Works Inspector prior to backfill.
4. New hydrants shall be covered with burlap or heavy plastic and wrapped until operational.
5. Hydrant water main leads that exceed 50 feet in length shall consist of a minimum of 8-inch
diameter pipe.
6. A separate permit from the Renton Fire Authority is required for the following items. These
permits can be applied for at the 6th Floor of City Hall.
a. Underground water mains serving fire sprinkler systems. All fire sprinkler systems shall
be installed by a Fire Sprinkler Contractor licensed in the State of Washington.
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b. Temporary storage, handling, or use of hazardous materials, as required by International
Fire Code and City of Renton Ordinance.
c. Temporary storage of fuel on site.
d. Abandonment, removal, or installation of fuel storage tanks.
e. Hot works on site (welding, soldering, cutting, brazing, etc.).
PLANNING:
1. TREE PROTECTION:
a. The applicant may not fill, excavate, stack or store any equipment, dispose of any
materials, supplies, or fluids, operate any equipment, install impervious surfaces, or
compact the earth in any way within the area defined by the drip line of any tree to be
retained.
2. Contact the Planning Reviewer directly for landscape inspection.
CONDITIONS TO ISSUANCE OF A CONSTRUCTION PERMIT:
1. Pay all system development, special assessment, and other outstanding permit fees.
2. Provide a surety device in the amount calculated by the City’s Bond Quantity Worksheet. The
surety device can be a permit bond, assignment of funds, or irrevocable letter of credit. The Bond
Quantity Worksheet and form for each time of surety device can be found in the Development
Engineering Forms section of the City website located here:
http://rentonwa.gov/business/default.aspx?id=42473.
3. Provide a copy of the utility / dirt contractor’s license number.
4. Provide a copy of the utility / dirt contractor’s City of Renton business license number.
rentonwa.gov/permitservices | developmentengineering@rentonwa.gov | 425-430-7240 3/8/2023 | Page 1 of 4
CITY OF RENTON Ι PERMIT SERVICES
FINAL INSPECTION & CONSTRUCTION CLOSEOUT
PROCESS & SUBMITTAL REQUIREMENTS
This document is intended to help a contractor, engineer, and/or owner better understand what is expected of the
applicant in requesting final inspection, and ultimately construction closeout for a Civil Construction Permit, as
required for new developments within the City of Renton. The final inspections and construction closeout process
includes submission of record drawings and required closeout documents for review and approval in conjunction with
requesting final inspections of the site construction once all construction elements identified on the civil construction
plans have been completed in conformance with City of Renton Code. Refer to Renton Municipal Code (RMC) for more
information.
SPECIFIC CODE SECTION(S) RELATED TO THIS DOCUMENT
RMC Ch 4-6 Street and Utility Standards
RMC Ch 4-8 Permits – General and Appeals
SECTION I: FINAL INSPECTION AND CONSTRUCTION CLOSEOUT FLOW CHART AND REVIEW PROCESS
The final inspection and construction closeout process is summarized on the flow chart below and further explained in
the subsequent pages.
Note: The established timelines do not account for unintended findings, deferral requests and review time, or
omissions which may delay the review and inspection processes.
STEP 1: RECORD DRAWINGS SUBMITTED
Applicant shall submit One (1) Full Size (22” x 34”) and an Electronic Copy (.pdf) of the Record Drawings to the
assigned City Development Engineer. See Record Drawing Requirements.
STEP 2: FINAL INSPECTION REQUESTED
Contractor requests a final inspection from the assigned City Project Site Inspector once all construction elements
identified on the civil construction plans have been completed in conformance with City of Renton Municipal Code.
STEP 3: CITY PERFORMS FINAL INSPECTION
Timeline for Final Inspection: 3 – weeks from request. (Subsequent inspection timeline: 2 weeks from request)
The Final Inspection will evaluate the constructed project for compliance with the Approved Civil Construction Plans
and City of Renton Municipal Code. City Staff will review the Record Drawings in conjunction with the Final Inspection
to ensure that the Record Drawings are consistent with what was constructed on site.
Step 1
Applicant submits
record drawings
Step 2
Contractor requests
final inspection
Step 3
City performs final
Inspection
Step 4
Applicant
schedules intake
Step 5
Intake meeting
held
Step 6
City reviews admin
items
Step 7
Applicant submits
final admin items
Step 8
City performs
closeout
Contractor Responsibilities
Applicant Responsibilities
City Responsibilities
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FINAL INSPECTION AND CONSTRUCTION CLOSEOUT PROCESS
If the City determines the Contractor has not completed all construction elements identified on the Approved Civil
Construction Plans, the Contractor will be required to request a new final inspection after all items have been
constructed.
Once the final inspection is complete, City Staff will provide to the Contractor and Applicant Record Drawing comments
and markups as well as a Punch List with construction elements that need to be brought into compliance with the
Approved Construction Plans and/or City of Renton Municipal Code.
The Contractor will address the Punch List and repeat Step 2 to complete final inspection. The City Staff will inspect and
comment as necessary, repeating Step 3 until all Punch List Items are addressed.
Applicant may submit a request to defer select items (i.e. final asphalt overlay, monuments, etc) to the City
Development Engineer. City Staff will review the request and, if approved, the associated Cash Surety Device must be
provided prior to issuance of the Deferral Permit. See Deferral Application for additional information.
Applicant may proceed to Step 4 while the Punch List Items are being addressed by the Contractor.
STEP 4: SCHEDULE INTAKE MEETING FOR FINAL RECORD DRAWINGS AND ADMINISTRATIVE ITEMS
The submittal of the Final Record Drawings and Administrative Items will require scheduling an Intake Meeting by
contacting the assigned City Development Engineer.
Note: The Applicant has the option to schedule an informal pre-screen meeting prior to preparing the submittal
package for the formal intake meeting. Applicants should coordinate with the assigned City Development Engineer to
determine if a pre-screen meeting is appropriate for their project. One complete copy of the application package
(including all submittal items) is required for informal review by the City Development Engineer. Please allow
approximately 45 minutes for the application screening.
STEP 5: INTAKE MEETING
At the Intake Meeting, the City Development Engineer will use the list below and project specific requirements to
confirm that all required plans and documents are complete.
Upon revision of the Record Drawings based on the comments provided by the City, the following are required at
the intake meeting:
•Electronic copy (.pdf format) of the Record Drawings, signed Department of Health Construction Completion
Report Form for Water Distribution Main Projects, and Drainage Covenant (if applicable)
•AutoCAD files (.dwg) of Final Record Drawings
•Electronic copy (.xlsx format) of the updated Bond Quantity Worksheet reflecting Final Record Drawings
•Electronic copy (.pdf format) of Utility District and/or King County Permit Completion Letter (if applicable)
•Electronic copy (.pdf format) of signed and notarized access easements, utility easements, and/or right-of-way
dedication documents and Real Estate Excise Tax Affidavit (REETA); (Note: not applicable to plats; documents will
be recorded as part of final plat process)
•Electronic copy (.pdf format) of the monument cards.
If the City determines the Applicant has not provided a complete submittal or if any of the conditions identified in the
land use decision as applicable to the civil construction permit have not been addressed or deferred, the City will not
begin review of the documents until all items have been submitted.
Note: The Civil Construction Permit will not be signed off by City Staff until all applicable items are accepted by the City
of Renton.
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FINAL INSPECTION AND CONSTRUCTION CLOSEOUT PROCESS
STEP 6: FINAL ADMINISTRATIVE REVIEW
Timeline for 1st review: 1 week from Submittal. (Subsequent review timeline: 1 week from submittal)
City Staff will evaluate the Administrative Items for consistency with the Approved Civil Construction Plans, City of
Renton Municipal Code, and satisfaction of Land Use Decision conditions as applicable to the Civil Construction Permit.
Once the review is complete, the City Development Engineer will sign off on the Administrative Review.
If, however, comments need to be addressed prior to approval, the City Development Engineer may require a second
(or subsequent) review. The Applicant will revise the Administrative Items and repeat Steps 4 and 5 to resubmit for
approval. The City Development Engineer will review and comment as necessary, repeating Step 6 until all code
requirements, conditions, and comments have been met.
The City Development Engineer will provide the Applicant with the following:
•Invoice for any outstanding permit fees associated with the civil construction permit (i.e. Overtime Inspection, etc.)
•Bill of Sale to be signed and notarized by the Owner/Applicant
•Maintenance and Defect Agreement to be completed and signed by the Applicant, if applicable
•Maintenance Surety Amount required for the Maintenance Surety Device, if applicable
STEP 7: APPLICANT SUBMITS FINAL ADMINISTRATIVE ITEMS
Upon completion of the Administrative review cycle by the City Development Engineer, the Applicant submits the
Signed Bill of Sale, signed Maintenance and Defect Agreement, Maintenance Surety Device, and a receipt showing all
outstanding invoices have been paid.
STEP 8: CONSTRUCTION CLOSEOUT PERFORMED
Provided that all required items have been received and the final invoice has been paid, the Civil Construction portion
of the Permit will be closed out and the two-year Maintenance Period for All Public Improvements and All Private
Storm Drainage Improvements will commence. The performance surety held by the City will be released upon receipt
of the Maintenance Surety and Agreement, AND completion and acceptance of all Punch List items.
Note: If there are no public improvements or private storm drainage improvements, then the civil construction permit
will be finalized and no additional work associated with the civil construction permit will be required.
SECTION II: INTAKE CHECKLIST
Electronic copy (.pdf format) of the Record Drawings, signed Department of Health Construction Completion
Report Form for Water Distribution Main Projects, and Drainage Covenant (if applicable)
AutoCAD files (.dwg) of Final Record Drawings
Electronic copy (.xlsx format) of the updated Bond Quantity Worksheet reflecting Final Record Drawings
Electronic copy (.pdf format) of Utility District and/or King County Permit Completion Letter (if applicable)
Electronic copy (.pdf format) of signed and notarized access easements, utility easements, and/or right-of-way
dedication documents and Real Estate Excise Tax Affidavit (REETA); (Note: not applicable to plats; documents will
be recorded as part of final plat process)
Electronic copy (.pdf format) of the monument cards.
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FINAL INSPECTION AND CONSTRUCTION CLOSEOUT PROCESS
SECTION III: RESOURCES
Additional Design Resources and City Standards
City of Renton Surface Water Design Manual (RSWDM)
City of Renton Forms
Electronic File Standards
Record Drawing Process and Requirements