HomeMy WebLinkAboutResponse Letter1208 E. Kennedy Blvd., Suite 230, Tampa, FL 33602 T: (813) 434-4770 F: (813) 445-4211
December 11, 2025
City of Renton
Development Engineering
1055 South Grady Way
Renton, WA 98057
RE: Comment Response Letter
Ryder Truck Rental - Waterline Relocation
17850 West Valley Hwy.
Tukwila, WA 98188
IEG Project #: 225-53.00
Permit #: C25004802
Dear Plan Reviewer(s):
This letter is to address your review comments for the above-mentioned project. We believe that the
submittal package included with this letter will address your concerns for this project.
Listed below are the questions requesting additional information with a narrative response below each
question.
Review by Heather Bray (HBray@rentonwa.gov or 425-430-7383)
RYDER LC0549 – WATERLINE RELOCATION
Sheet G-1, Title Sheet
1. This project is located outside of the City of Renton. Any building permits shall be applied for at
the City of Tukwila.
Response: Acknowledged.
Sheet SP-2, Demolition Plan
1. Verify if this is concrete the survey shows asphalt.
Response: The comment has been acknowledged. Please see the adjust demolition plan sheet
SP-2 for more information.
Sheet SP-2.1, Demolition Plan
1. Revise note: "Remove existing 12" 45-degree bend after completion, testing, and disinfection of
new watermain"
Response: The comment has been acknowledged. Please see the adjusted note on sheet Sp-
2.1 for more information.
Sheet SP-3, Utility Site Plan
1. Add note "PER COR STD 300.4"
Response: Acknowledged. Please see the adjusted sheet SP-3 for more information.
1208 E. Kennedy Blvd., Suite 230, Tampa, FL 33602 T: (813) 434-4770 F: (813) 445-4211
2. Add note "Concrete bocking per cor std 330.1"
Response: Acknowledged. Please see the adjusted sheet SP-3 for more information.
3. Ensure scale is accurate to plan view use a typical scale such as 1"=10' plan view appears to be
an obscure scale.
Response: Acknowledged. Please see the updated plan with a typical scale.
4. Add note: "All mechanical joint (MJ) fittings shall have megalug restraint wedges and concrete
blocks"
Response: Acknowledged. Please see the updated utility note number 12 on sheet SP-3 and
SP-3.1 for more information.
5. Final connection to existing watermain (by city-forces) cut-in:
▪ 12" 45 degree bend (MJXMJ) with megalug restraint wedges
▪ 12" sleeve (MJXMJ) with megalug restraint wedges
▪ 12" di pipe spool
▪ concrete thrust block
Response: The comment has been acknowledged. Please see the adjusted utility site plan
sheet SP-3 for more information.
6. Show concrete blocking in plan view (typical for all bends).
Response: Acknowledged. Please see the updated utility site plan sheet SP-3 and SP-3.1 for
more information.
7. Install 12" cap (MJ) on end of watermain to be abandoned.
Response: Acknowledged. Please see the updated utility plan sheet SP-3 for more
information.
Sheet SP-3.1, Utility Site Plan
1. Add note: Final connection to existing watermain per cor std 300.4 (by city forces) remove
existing 12"-45 degree bend and blocking install 12" sleeve (MJXMJ) with megalug restraint
wedges 12" di pipe spool.
Response: Acknowledged. Please see the updated utility site plan sheet SP-3.1 for more
information.
2. Add note "concrete bocking per cor std 330.1"
Response: Acknowledged. Please see the updated utility site plan sheet SP-3.1 for more
information.
1208 E. Kennedy Blvd., Suite 230, Tampa, FL 33602 T: (813) 434-4770 F: (813) 445-4211
3. Ensure scale is accurate to plan view use a typical scale such as 1"=10' plan view appears to be
an obscure scale.
Response: Acknowledged. Please see the updated plan with a typical scale.
4. Add note: "all mechanical joint (MJ) fittings shall have megalug restraint wedges and concrete
blocks"
Response: Acknowledged. Please see the updated utility note number 12 on sheet SP-3 and
SP-3.1 for more information.
5. Install 12" cap (MJ) on end of water main to be abandoned.
Response: Acknowledged. Please see the updated utility plan sheet SP-3.1 for more
information.
Sheet SP-4, Grading Plan
1. Not reviewed or approved by City of Renton. This sheet is for reference only.
Response: Acknowledged.
2. The city would prefer to match existing asphalt material within the easement.
Response: Acknowledged. The material has been changed into asphalt to match existing.
Please see adjusted grading plan sheet SP-4 for more information.
Sheet CS-1, Civil Site Details
1. Not reviewed or approved by City of Renton. This sheet is for reference only
Response: Acknowledged.
2. Verify if this is concrete the survey shows asphalt.
Response: Acknowledged. The concrete cut detail has been removed from plan. Please see
adjusted detail sheet CS-1 for more information.
Sheet DT-2, Details
1. Erosion and sediment control shall be per city of federal way jurisdiction
Response: Acknowledged. Please see the updated erosion and sediment control notes per city
of federal way jurisdiction on sheet DT-2 for more information.
2. Add note: "recycled concrete materials are not allowed as trench bedding and trench backfill
materials for watermains."
Response: Acknowledged. The note has been added to typical trench and backfill detail. Please
see updated sheet DT-2 for more information.
1208 E. Kennedy Blvd., Suite 230, Tampa, FL 33602 T: (813) 434-4770 F: (813) 445-4211
Sheet PP-1, Plan and Profile
1. Revise - there shall be a minimum of 18-inchs of vertical clearance between water and sewer
consider shifting watermain up to 4-feet of cover use ethafoam or equivalent if separation is still
less than 18-inches.
Response: Acknowledged. Please see the adjusted water line profile with addition 45 degree
bend to provide 18” min. vertical clearance between water and sewer pipe on sheet PP-1 for
more information.
2. 45 deg. Bend
Response: Acknowledged. Please see updated profile on sheet PP-1 for more information.
3. Revise note: "protect existing 6" sanitary sewer line"
Response: Acknowledged. Please see updated profile on sheet PP-1 for more information.
EASEMENT – PUBLIC UTILITIES (DRAFT)
1. Add “Portion of”
Response: The comment has been acknowledged. Please see the adjusted legal description of
the site on sheet SP-1 for more information.
2. Add 4 (or include all necessary pages)
Response: Acknowledged.
3. Must provide metes and bounds description of easement area and depiction of easement area.
Please ensure text is at least 8-point font size or larger and a clear 1" margin is on all sides of each
page.
Response: Acknowledged
EASEMENT – RELEASE (DRAFT)
1. Release of Easement is not part of Civil Construction Permit and requires petition, processing fee,
legislation, public notice, public hearing, and city council action. Please see separate process hand
out for specifics entitled "Easement Release Process and Submittal Requirements".
Response: Acknowledged.
2. Please complete all information.
Response: Acknowledged.
3. Should be description of easement, not full property.
Response: Acknowledged.
1208 E. Kennedy Blvd., Suite 230, Tampa, FL 33602 T: (813) 434-4770 F: (813) 445-4211
SURETY – BOND QUANTITY WORKSHEET
1. Include stamp and signature
Response: Engineer’s stamp and signature has been added.
2. Add Richard Hernandez, P.E.
Response: Name has been updated to Richard Hernandez, P.E.
3. Add C25004802
Response: C25004802 has been added as the CED Permit #.
Should you have any questions or require any additional information, please e-mail
Permitting@iegroup.net.
Sincerely,
Infinity Engineering Group, LLC.
Nisit Sapparkhao, P.E.
President