14-101057CITY OF
�t Federal Way
August 5, 2014
CPH Consultants
Attn.: Matt Hough, P.E.
733 7th Ave, Suite 100
Kirkland, WA 98033
RE. Permit #14-101057-00-EN; KITTS CORNER MULTIFAMILY
33701 PACIFIC HWY S; Public Works Second Review
Dear Mr. Hough:
CITY HALL
33325 8th Avenue South
Federal Way, WA 98003-6325
(253) 835-7000
www. cityoffederalway. com
The second review of Kitts Corner Multifamily, plans received 7/11/14, has been completed. Please
make the following revisions:
General:
1. Provide a profile of the storm drainage revisions on S 336"' St.
2. Metal Rx is acceptable as the second facility in a two -facility treatment train for Enhanced Basic
water quality. Pretreatment is required. Please redesign the treatment facility for Road B. Also,
make sure the correct peak storm flow is being used. The determination from Contech lists peak
flow as 0.76 efs while the WWHM analysis (p. 10) calls out 1.26 cfs.
3. Revise specifications shown on Sheets C3.109 for the Stormgate to match hydraulic calculations
provided by Contech.
4. Add City of Federal Way detail 3-27 for raised crosswalk to the plans.
5. Comment # 25, regarding dispersion trench sizing, does not address the issue properly. See
section 1.2.3.3 of the 2009 KCSWDM. The first paragraph states that BMP's are required to
"provide flow control mitigation where flow control facilities are not required" and are to be
applied according to the "design specifications for each BMP in Appendix C, Section C-2." If the
trenches are to be counted toward the BMP requirement, some of the buildings need additional
trenches due to the sizing criteria in Section C. If they are not, then please state how the project
meets the BMP requirement without those buildings.
S12eci Ic sheets.
6. Sheet C0.01 — Add the symbol for a type 1 CB to the legend (notation is there, no corresponding
symbol is provided)
7. Sheet C3.05 —Add "solid lid" to the notes for CB's 100 and 110.
8. Sheet C3.07- add detail references for the Stormfilter and Stormgate.
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9. Sheet C3.07 - Indicate that existing CB's in the berm road are to be removed (per your response
letter).
10. Sheets C3.03 and 3.07 - Explain the triangular markings in the sidewalk around CB's 16 and 17.
11. Sheet C3.08 — Revise treatment facility per general comment above.
12. Sheet C3.03 — There is a hand -drawn dashed line where the proposed storm line is going to be.
Please clarify.
13. Sheet C.3.100 — Add a debris barrier to the inlet and outlet pipe details. See KCSWDM, figure
4.2.1.D. Typical, all inlets/outlets.
TIR:
14. A final TIR, provided as a PDF, will be required. Add the following information to the TIR:
15. The Contech Stormgate sizing sheet.
16. An explanation of the revisions to the treatment system in S 336`h St, and how this will impact the
wetland.
17. An explanation of the inlet that is offsite, in the landscaping, north of the Emergency Vehicle
Access. Is there any additional water being added to the wetland as a result of this inlet?
Traffic Department Comments:
18. Sheet C3.08 — Remove Speed Limit sign at Sta 70+60.50
19. Delete "No Left Turn" sign in Construction Notes #15 and replace with "One -Way" (R6-1) sign.
These are private signs.
20. Verify that the proposed driveway widths of 38' will be adequate for vehicles that may be
reasonably expected to use the driveway such as school buses and garbage trucks. Please provide
vehicle turning diagram in the submittal.
21. Sheet C3.09 — Delete Construction Notes #8 and #12 if not relevant to this project.
22. Sheet C3.09 — Construction Notes #11 specify relocation of street light and reference illumination
plan, however it's not shown on the provided plan sheet IL 1.4.
23. Luminaire pole on interim private road (future public road) numbering ID shall start with 4149
(XXXX), which reference service cabinet on interim private road (13`h Pl S.).
24. Please specify service cabinet located on interim private road (13`I' PI S). There is no call out to
construction notes #1 on this new cabinet.
25. Remove reference to luminaires types and ordering number from construction notes #2. The City
cannot review/approve without cut sheet. Specify in notes that the contractor must provide cut
sheet/shop drawing to the city For review and approval prior to ordering.
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s
26. Luminaire poles on private and interim private roads shall be located behind the sidewalk. See
luminaire pole base layout 3-39A.
27. Conduit runs should be within the utility strip behind the sidewalk and not under the sidewalk.
28. Per the Rezone conditions of approval #7, the interim Berm Road and road A (13"' Pl S) will
become public roads when the portion of the site east of Wetland No. 2 is developed. As such, the
streetlight on these (roads should be on a different circuit from any private commercial roads and
should have separate metered service for each circuit. Streetlights on the berm road and 1311' P1 S
interim private road will be privately owned until such time these roads are dedicated to the city.
29. Top of pole foundation on the berm road should be flushed with the sidewalk. Please provide
design information for the pole foundation bases.
30. Revise Street Frontage and Street Classification table to include proposed luminaire spacing per
the design.
31. Revise Illumination and Pole Schedule specifying the berm road and 13th Pl S as interim private
road. 13th Pl S is depicted as public road which is not correct.
32. Pole offset as specified in the Illumination and Pole Schedule should be from street centerline.
33. Line loss calculations for SVC 2 — Circuit 1: Verify length (L) in line loss calculations. The
length as depicted is not consistent with drawing.
Please provide two sets of revised plans for further review. Please contact me at 253-835-2732 or at
ann.dower r,cit offederalwa .cam if you have any questions.
Sincerely,
Ann Dower
Senior Engineering Plans Reviewer
AD:jo
cc: Sarady Long, Senior Transportation Manning Engineer
DEVCO Inc; l l 100 Main 5t. Suite 301; Bellevue, WA 98004
Will Appleton. P.E., Interim Deputy Public Works Director
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07
CITY OF
�. Federal Way
May 20, 2014
CPH Consultants
Attn.: Matt Hough, P.E.
733 7ch Ave, Suite 100
Kirkland, WA 98033
RE. Permit #14-101057-00-EN; KITTS CORNER MULTIFAMILY
33701 PACIFIC HWY S; Public Works First Review
Dear Matt:
CITY HALL
33325 8th Avenue South
Federal Way, WA 98003-6325
(253) 835-7000
www. cityoffederalway. com
The first review of the engineering plans for Kitts Corner Multifamily has been completed. Please make
the following revisions:
General Sheets CH.00-CO.20 and as applicable):
1. This review is occurring before land use approval is complete. The final plan set must conform
to the approved site plan.
2. Resolution #13-641 approved on July 2, 2013, states that Roads C and E (Berm Road and Road A
per this plan set) shall be dedicated and built to City standards when the area east of the wetland
is developed. The berm road section (Road C per Resolution 913-641) is approved. The
ultimate road cross section for Road A is a City of Federal Way '`Type R" street, which consists
of a 40' paved roadway with 4' planter strip, 6' sidewalk, and 3' utility strip on both sides within
a 74' right-of-way. Staff recommends building to this cross section to avoid future
reconstruction. When Road A (" Road E" per Resolution) is dedicated, it must be built to full
City standards. Traffic calming features must be included.
3. A licensed land surveyor must stamp at least one sheet showing all boundary survey information.
4. An overall map showing drainage and roads, keyed to the plans, must be provided.
5. Add city inspection phone #253-835-2700 to the cover sheet.
6. See attached comments from Rob Van Orsow for solid waste.
Erosion Control (Sheets 1.01
7. Provide CB protection in S 336`I' St and Pacific Highway S.
8. Provide CB protection for the existing CB's in the berm road.
9. Apply TESL blanket and seed to construction within the pond banks.
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Site Layout (Sheets 2.01-2.01)
10. Provide adequate storage at the driveway on S 3361h Street. At a minimum, there should be at
least 30' of storage from the back of the sidewalk. Staff recommends creating longer storage to
ensure that entering vehicles will not back up onto S 336"' Street due to pedestrian crossing to the
recreation building. Please note, earlier submittal depicted approximately 100' of storage/throat
length.
11. Driveway widths should be 30' the entire length of the storage and may be increased in order to
provide adequate width for vehicles that may be reasonably expected to use the driveway, as
determined by the Public Works Director.
12. Pedestrian connection to S 336"' Street shall be provided from the private drive/road as
conditioned in the 2013 Rezone conditions of approval. Also, the applicant should consider
providing additional pedestrian connection to S 3361' Street From Building E.
13. The berm road sidewalk is required to be 6' wide. Shown incorrectly on C2.03.
14. Label "Road A" and "Road B" as shown on sheet C3.08.
15. Provide Type III barricades at the ends of Road A stubouts.
16. Staff recommends implementing additional traffic calming devices on the interim roads,
particularly east of the berm road to discourage speeding.
17. Show wetland numbers from wetland inventory.
Drivei ay. Ilain Gardena, and Road Sections (Sheets 2.100-2.102)
18. Provide a planting plan for the rain garden.
19. Note: provide rain garden soil mix design to City for approval prior to placement.
20. The proposed raised concrete crosswalk is acceptable and should be constructed to FW DWG.
No. 3-27.
21. A 5' wide planter strip is acceptable as shown, but 4' is all that is required. Streetlights belong
behind the sidewalk.
Grading Plays (Sheets 3.01-3.04)
22. Sheet 3.04 is missing from the plan set.
23. Any wall onsite that is over 4' tall, footing to top, will require a separate building permit. Please
contact the permit counter for submittal requirements.
24. Grading around the light poles in the berm road must be shown.
Storm Drainage Plan (Sheet 3.05-3.07)
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25. All of the dispersion trenches are shown as 50' long, no matter the size of the building or length
of the flowpath. Per the 2009 KCSWDM, Section C.2.1.5, 5,000 square feet of impervious area
may drain to a single 50' trench if the flowpath is 100' minimum. 10,000 square feet may drain
to a 50' trench if the flowpath is at least 200' long. Some of the buildings need additional
trenches.
26. Indicate what needs to be done with the existing catch basins that fall within the road/sidewalk on
the berm road.
Interim Road Improvements Sheet 3.08
27. Verify that catch basin spacing meets maximum CB spacing per PW Development Standards,
Section 4.3.2.A; 150' (<1.O% grade), 200' (1%-3%), 30.0' (>3%). The berm road and Road A
need an additional catch basin.
28. Show street signs and provide a table with summary of all signs.
29. Stationing is to be tied to an existing monument. Please indicate where the monument is located.
30. Note storm pipe material. Must meet 2009 KCSWDM standards. Reinforced concrete pipe is
required within public right-of-way.
31. Vaned grates are required on all streets.
32. Show curve data, control points, and curb radii for roadways.
S 336=" St Fronts a JSheet 3.09
33. Provide additional information for the site entrance relocation. Irrigation, street trees, lawn, fire
hydrant, and other utilities. will need to be removed and replaced or relocated. Storm drainage has
been rerouted incorrectly. The proposed design cuts of treatment facilities from any of the road
water that they originally received. If these facilities cannot be used, they will have to be
removed and replaced to current water quality standards. Structures must be placed outside the
city sidewalk.
Storm Drainage Profiles "Lines" Sheet C3.10-3.13
34. Provide a profile that includes the offsite inlet on the northwest side of the site. This inlet needs
to have a trash rack since it is within a landscaped area. Indicate the actual size of the rip rap pad.
35. Provide treatment for runoff from Line A before it is released into the wetland.
36. Why is CB # 110 solid lid? Water is flowing to it from new impervious area that this project is
creating.
37. Provide a profile that includes the Stormgate and Stormfrlters, along with pipes flowing into and
out of the system. Also show outfall to pond.
38. Provide a size for the rock pad at the outfall to the pond.
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39. Profiles are typically done at 50' stations. Please revise as 60' stations may be confusing.
40. Show any other utilities that are going within the road prism for the berm road and Road A.
Details Sheets C3.100-3.1110
41. Use the dispersion trench shown in the 2009 KCSWDM, C.2.1.D.
42. For street lights located within the berm road, provide detail as to how the light poles and conduit
will fit within the berm, fence, sidewalk, etc. If a special (deeper, wider, etc) foundation is
required, provide a detail.
43. Add details 3-15 Barricade, 3-35 Bollards, 3-55 Utility Adjustment, 3-56 Wetland Sign, 4-10
Vaned Grate (typical for all City CB's unless otherewise approved), 4-11 Marker, 4-19 Pond
Sign.
Landscane Plans
44. Please change all "Proposed Interim Public Access Road" to "Proposed Interim Private Access
Road"
45. Provide street trees in the planter strips. The City's street tree list is enclosed.
Streetlighting (Sheets ILIA-[L1.5)
46. Sheet IL1.3 is missing from the plan.
47. Provide line loss calculations.
48. Identify the power source.
49. Provide separate circuits, meters, and service cabinets for private and future public street lights.
50. Street lighting within the multifamily roadway (west of the wetland) should meet standards for
safety.
51. Pole numbering ID shall be (XXXX-YY-AAZZ-BB) per Detail Sheet DWG No. 3-39B.
52. Junction boxes and pull boxes shall be placed outside the sidewalk wherever possible. If placed
within the sidewalk, they shall have slip resistance lids which shall be wither Mebacl
manufactured by IKG Industries or S1ipNot Grade 3-coarse manufactured by W.S. Molnar
Company.
53. Provide service cabinet for future public road lighting within the future right-of-way. The service
cabinet for private streetlights must be located outside future right-of-way.
54. Luminaire poles and conduit on the private and interim private roads must be located behind the
sidewalk within the utility strip to meet City standards and minimum setback requirements. As
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shown, the 10' mastarm length will be too long, however if the poles are placed in the utility strip
the length is appropriate.
TIR
55. P.10 — The site does receive runoff from S 336t1' Street, which is treated and discharged at the
westerly curb returns on S 336t" St. Please discuss how this water will be discharged and treated
once the site is developed, and how this will affect existing wetlands. If the existing treatment
system has to be replaced, the new treatment facilities must meet current standards.
56. Explain the need for an offsite inlet on the northwest side of the site. How much water is being
received? The runoff from Line A must be treated before it is released into the wetland.
57. P. 18 ESC Analysis — Please address dust control and flow control as required in the 2009
KCSWDM Section D.3.
58. Is all clearing and grading occurring at once, or will it be done in phases?
59. Provide sizing calculations for TESC sediment ponds.
60. Appendix E — put a copy of the developers agreement in the TIR.
61. Appendix G — Add rain gardens to the O&M manual.
Documents:
62. Please complete a Bond Information Worksheet and a Bond Quantities Worksheet, emailed on
4/30/14.
After the site plan has been approved, please provide three sets of revised plans and one revised TIR for
further review. Please do not resubmit before site plan approval. A redlined plan has been included and
must be returned with the next submittal. If you have any questions, please contact me at 523-835-2732
or at ann.dower"cGcit offederalway.com.
Sincerely,
Ann M. Dower
Senior Engineering Plans Reviewer
AD:jo
Enclosures: Solid Waste/Recycling comments
Street tree list
Redlined Plans TO BE RETURNED TO CITY OF FEDERAL WAY PLANS REVIEWER
cc: DEVCO Inc; 1 1 100 Main St, Suite 301; Bellevue, WA 98004
Will Appleton, P.E., Interim Deputy Public Works Director
Had
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CONSULTANTS
August 15, 2014
Ms. Ann Dower
Contract Planner
City of Federal Way
33325 8"' Avenue South
Federal Way, WA 98003-6325
RESUBMITTED
AUG 18 2014
OF FEDERAL WAY
CDS
RE: Kitts Corner Multifamily —Permit # 14-101057-00-EN, CPH Project No. 0024-12-017
Responses to Second Public Works Review Comments
Site Planning
Civil Engineering
Project Management
Land Development Consulting
Dear Ann,
This letter and the following enclosed information comprise the second re -submittal of the Public Works
application package for the Kitts Corner Multifamily project:
1 — City Re -submittal Form
2 — Additional copies of this response letter
2 — Site Grading and Drainage Improvements plan set (August 75, 2014)
1 — Revised Technical Information Report (August 15, 20 7 4; w/o Appendix E, Settlement Agreement)
These documents have been updated or otherwise prepared in response to the comments provided in your
August 5, 2014 letter. Responses with specific reference to the City's s review comments are as follows:
General:
1. Provide a profile of the storm drainage revisions on S 336'h St.
Response: A profile of the South 336th Street storm drainage bypass system is included on sheet C3.12.
The new inlet in 3361h is referenced in the plan and profile for South 3361h on sheet C3.09.
2. Metal Rx is acceptable as the second facility in a two -facility treatment train for Enhanced Basic
water quality. Pretreatment is required. Please redesign the treatment facility for Road B. Also,
make sure the correct peak storm flow is being used. The determination from Contech lists peak
-'flow as 0.76 cfs while the WWHM analysis (la. 1 O) calls out 1.26 cfs.
Response: The facility types as well as the design flows have been corrected and coordinated between
the project information provided with this re -submittal. The Metal Rx facility is no longer proposed as it
is only necessary for a stand-alone application. Will) the requirement for a two -facility train, it was
.�:••. decided to use the same, standard filter media systems as the onsite facilities.
r' 3. Revise specifications shown on Sheets C3.109 for the Stormgate to match hydraulic calculations
provided by Contech. '`ZY
Response: Storm9ate specifications on Sheets C3.108 and C3.109 have been revised to match the
f ' calculations provided by Contech. Contech calculations are provided in Appendix D of the TIR.
r A. Add City of Federal Way detail 3-27 for raised crosswalk to the plans.
Response: The City's standard detail has been added to the plan set on sheet C3.105.
5. Comment # 25, regarding dispersion trench sizing, does not address the issue properly. See
aj section 1.2.3.3 of the 2009 KCSWDM. The first paragraph states that BMP's�� are required to
r flow control facilities are not required" and are to be
provide flow control mitigation where q
applied according to the "design specifications for each BMP in Appendix C, Section C-2." If the
trenches are to be counted toward the BMP requirement, some of the buildings need additional
733 71h Avenue, Suite 100 - Kirkland, WA 98033 • Phone: (425) 285-2390 • Fax: (425) 285-2389
www.cphconsuItanis.com
Kitts Corner Multifamily
Request for Additional Information
CPH No. 0024-12-017
August 15, 2014
Page 2 of 4
trenches due to the sizing criteria in Section C. If they are not, then please state how the project
meets the BMP requirement without those buildings.
Response: The dispersion trench configurations have been revised to conform with the applicable
provisions of KCSWDM Section 5.2.1 to the Large Lot Low Impervious BMP since the total impervious
coverage is less than 45% of the site area as discussed in our most recent telephone discussions.
Specific sheets:
Sheet C0.01 — Add the symbol for a type 1 CB to the legend (notation is there, no corresponding
symbol is provided)
Response: The Type 1 CB symbols have been added to the legend on this plan sheet.
7. Sheet C3.05 — Add "solid lid" to the notes for CB's 100 and 110.
1� Response: The note has been revised as requested.
8. Sheet C3.07- add detail references for the Stormfilter and Stormgate.
v
4,esponse: The callouts on C3.07 have been updated to reference the appropriate plan sheets where
the respective details for each structure are located.
9. Sheet C3.07 - Indicate that existing CB's in the berm road are to be removed (per your response
I�tter).
✓Response: A callout has been added to the plan as requested.
A 10. Sheets C3.03 and 3.07 - Explain the triangular markings in the sidewalk around CB's 16 and 17.
Response: The triangular markings are contours indicating the low point in the road.
1 1 . Sheet C3.08 — Revise treatment facility per general comment above.
Response: The treatment manhole facilities have been updated to the current design as described.
12. Sheet C3.03 — There is a hand -drawn dashed line where the proposed storm line is going to be.
Please clarify.
(� Response: The dashed lines represent grade breaks which may have been adjusted in some areas as a
result of the current grading design.
13. Sheet C.3.100 — Add a debris barrier to the inlet and outlet pipe details. See KCSWDM, figure
_4 2.1.D. Typical, all inlets/outlets.
Response: Debris barrier specifications have been added to the Pipe Inlet Protection and Pipe Outlet
Protection details on C3.100 as requested.
TIR:
A. final TIR, provided as a PDF, will be required. Add the following information to the TIR:
-� f Response: A PDF has been provided in a disk with this submittal.
15. The Contech Stormgate sizing sheet.
Response: The Contech Stormgate sizing sheet and details have been added to Appendix D of the TIR.
16. An explanation of the revisions to the treatment system in S 3361h St, and how this will impact the
wetland.
Response: Today, this access entrance contains a catch basin that collects runoff from portions of South
336fh Street and conveys it through a train of treatment facilities before daylighting out well above the
wetland buffer. The proposed site will construct curb, sidewalk, and planter area to essentially remove
this access. A new inlet will be installed at the flow line and will connect to the existing pre -settling
structure and will collect the same area of runoff that is conveyed to the existing catch basin. After
treatment through the existing treatment train, runoff will be directed west and south via a 24" bypass
pipe that discharges into the wetland buffer.
Kitts Corner Multifamily
Request for Additional Information
CPH No. 0024-12-017
August 15, 2014
Page 3of4
17. An explanation of the inlet that is offsite, in the landscaping, north of the Emergency Vehicle
Access. Is there any additional water being added to the wetland as a result of this inlet?
Response: The area north of the emergency vehicle access and west of Building E contains topographic
features that essentially create a pond in the area. An inlet was placed at the low point of this area to
prevent ponding and collect runoff and convey it south via the 24" bypass system that outfalls into the
wetland buffer. No new water is being collected and conveyed to the wetland. Explanation added in
Section 4 of the TIR.
Traffic Department Comments:
188 Sheet C3.08 — Remove Speed Limit sign at Sta 70+60.50
v Response: The speed limit sign has been removed as requested.
19. Delete "No Left Turn" sign in Construction Notes #15 and replace with "One -Way" (R6-1) sign.
These are private signs.
Response: The sign configuration has been revised as requested.
20.?Verify that the proposed driveway widths of 38' will be adequate for vehicles that may be
—,reasonably expected to use the driveway such as school buses and garbage trucks. Please
provide vehicle turning diagram in the submittal.
Response: A vehicle maneuvering diagram confirming the adequacy of the driveway widths is included
for your reference.
21. Sheet C3.09 — Delete Construction Notes #8 and #12 if not relevant to this project.
✓Response: Notes 8 and 12 have been revised to read "not used".
22. Sheet C3.09 — Construction Notes #1 1 specify relocation of street light and reference illumination
plan, however it's not shown on the provided plan sheet IL1.4.
Re;pone: Construction Note 11 has been revised to reference the City's standard detail for luminaire
relocation since this is part of an existing City system and not part of the new onsite systems —private
or public.
23. Luminaire pole on interim private road (future public road) numbering ID shall start with 4149
// (XXXX), which reference service cabinet on interim private road (13th PI S.).
7Response: The pole numbering IDs of luminaire poles on the interim private road were changed to
start with 4149.
24 r� Please specify service cabinet located on interim private road (13'h PI S). There is no call out to
• construction notes #1 on this new cabinet.
Response: A callout to construction note #1 was placed on the service cabinet located on interim
Y' private road (13th PIS).
25. Remove reference to luminaires types and ordering number from construction notes #2. The City
`—� cannot review/approve without cut sheet. Specify in notes that the contractor must provide cut
,eet/shop drawing to the city for review and approval prior to ordering.
1I Response: The references to luminaire types and ordering number were removed from construction
note #2. It was noted in construction note #2 that the contractor must provide the cut sheet/shop
drawing.
26. uminaire poles on private and interim private roads shall be located behind the sidewalk. See
luminaire pole base layout 3-39A.
int rrivate roads were relocated behind the side
im
Response: Luminaire poles on private and p e walk,
�f
per luminaire pole base layout 3-39A.
27 onduit runs should be within the utility strip behind the sidewalk and not under the sidewalk.
Kitts Corner Multifamily August 15, 2014
Request for Additional Information Page 4 of 4
CPH No. 0024-12-017
Response: The conduit runs were relocated within the utility strip behind the sidewalk.
28. P, r the Rezone conditions of approval #7, the interim Berm Road and road A (13"' PI S) will
ecome public roads when the portion of the site east of Wetland No. 2 is developed. As such, the
str etlight on these roads should be on a different circuit from any private commercial roads and
uld have separate metered service for each circuit. Streetlights on the berm road and 13th PI S
11 Interim private road will be privately owned until such time these roads are dedicated to the city.
Response: The streetlights on the interim Berm Road and Road A (13th PI S) were connected to a
service cabinet on Road A (13th PI S) while the streetlights on the Private Road Commercial were
connected to a service cabinet on Private Road Commercial.
29 Top of pole foundation on the berm road should be flushed with the sidewalk. Please provide
[ L �esign information for the pole foundation bases.
esponse: Pole 18 & 19 Foundation detail was modified to flush the top of the pole foundation with
the sidewalk.
30. Revise Street Frontage and Street Classification table to include proposed luminaire spacing per
design.
��Response: Luminaire spacing was revised in the Street Fontage and Street Classification table.
31)Revise Illumination and Pole Schedule specifying the berm road and 13'h PI S as interim private
''__'?'rood. 13Th PI S is depicted as public road which is not correct.
Response: Street Frontage and Street Classification tables were revised to denote the berm road and
13th PI S as interim private roads.
2. Pole offset as specified in the Illumination and Pole Schedule should be from street centerline.
Response. Pole offsets were measured from the street centerline and the Illumination and Pole
/ Schedule was revised.
33'. Line loss calculations for SVC 2 — Circuit 1: Verify length (L) in line loss calculations. The length as
depicted is not consistent with drawing.
Response: The length (L) in line loss calculations for SVC2-Circuit 1 were revised and updated copies
of these is included with this re -submittal.
Please contact me directly at (425) 285-2391 or by e-mail at matt c hconsultants.com if you have
questions or need any additional information to complete your review and approval of the project. Your
prompt response and continued cooperation and assistance are appreciated. Thank you.
Cc: Mr. Jack Hunden, David Ratlitt (Dev(.o)
copy to file
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CERTIFICATE AS TO CORPORATE SEAL
I hereby certify that I am the (Assistant) Secretary of the Corporation named as Principal in the
within bond; that Evan J. Hunden, who signed the said bond on behalf of the Principal, was
Managing Member of the said Corporation; that I know his signature thereto is genuine, and that said
bond was duly signed, sealed, and attested for and in behalf of said Corporation by authority of its
governing body.
Secretary or As,istant Secretary
CORPORATE SEAL OF SURETY:
Developers Surety and Indemnity Company
By:
Attorney in -Fact
(Attach Power of Attorney)
Elizabeth R. Hahn, Attorney -in -Fact
(Name of Person Executing Bond)
2233 112th Ave NE
Bellevue, WA 98004
(Address)
(425)709-3600
(Phone)
APPROVED AS TO FORM:
Interim City Attorney, Amy Jo Pearsall
G:UawFormsiPerformanceMaintenanceB and
Rev. 6/04
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WETLAND NO.2 EMBANKMENT
WETLAND N0.2 EMBANKMENT SEE®
SECTION A C-13A
2-QUARRY SPALL HEADWALL SHALL
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PIPE WITH DEPTH OF 2'. UNDERLAY
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NOTES:
1. EXCAVATE AS REQD TO REMOVE
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2. FOR PIPE TRENCH AND BACKFILLL
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USE �F ❑OCLJIVIENT$
ITT!
CIFTYOr
MITTS CORNER AND SOUTH 335TH 5iHt,Ll
REGIONAL STOREAWATER DETENTION AND
IDWG C-12
"NTS WHETHER IN HARD COPY OR 1N
FDRm. ARE ri15TRUMENTS OF SERVILE FOR TH5
BAR IS ON
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�'
WETLfSJOS/STREAM RESTORATION PitQ.IECi
�ETWR THE PROJECT 15 L'OUPLETED OR NOT,
orl W,.
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SOUTH 336TH REGIONAL STORAGE FACILITY
JUN 1996
Wp FKER PROJECT CHANGE. OR FLTERA7ION BY
i` BY OTHERS AC1"ND IWipI1GH OR ON BEHALF
IF NOT ONE INCH ON
WETLANDS/STREAM MITIGATION AREA
DATE
P IDS
WILL BE AT THE CITT S SOLE MSIC ❑F
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
710N3
DETAILS AND SECTIONS
106893
FILE NM.SE r74O30 JAK- 4•30
A
L
CITY OF
Federal Way
September 22, 2014
Devco Inc
Attn: Evan J. Hunden
10900 NE 8" St, Suite 1200
Bellevue, WA 98004
Re: AUTHORIZATION TO PROCEED; Clearing, Grading, Erosion Control, Storm
Sewer, and Frontage Improvements
File #14-101057-000-00-EN, KITTS CORNER MULTIFAMILY
33701 PaciFc Hwy S
Dear Mr. Hunden:
The project referenced above has been reviewed for consistency with Chapters 18 and 19 of the
Federal Way Revised Code and other standards, policies and regulations of the Department of
Public Works. A performance bond has been submitted and approved to guarantee the
performance of required civil -related work. All applicable fees must be paid and a Certificate of
Insurance from the contractor, naming the City of Federal Way as an additional insured, must be
submitted as well. The plans for the improvements referenced above are hereby conditionally
approved, except for illumination plans which remain to be completed and approved.
Construction of the improvements may commence when the conditions of this letter have been
fulfilled.
Prior to starting work, a pre -construction conference with Public Works must be held. The
conference has been scheduled for 8:00 am on Thursday, September 25, 2014. The developer's
on -site construction superintendent must attend this meeting. You may invite others to attend if
you wish.
Please note: prior to any clearing, a Forest Practices Permit must be submitted to and approved
by Jim Harris, Senior Planner. A meeting with the TESL supervisor and Bill McCollum, Public
Works Inspector, must also be held onsite to discuss erosion control methods prior to installation.
Additional items that are required prior to starting construction or final project approval are as
follows:
1. All utility agencies have been notified at least two working days prior to any
excavation (Call Before You Dig: 1-800-424-5555).
2. All detours or traffic diversions shall be signed in compliance with the current
edition of the Manual on Uniform Traffic Control Devices. A detour plan shall be
submitted when necessary to the Public Works Department. The plan shall be
delivered at least seven days prior to the actual detour or diversion.
Recommended methods for routing traffic through or around a construction
project are available at the Public Works Department.
3. All materials and construction shall conform to the current edition of the King
County Road Standards, King County Surface Water Design Manual, Washington
State Department of Transportation Standard Specifications for Road, Bridge and
Municipal Construction, and the City of Federal Way Public Works Development
Standards.
4. The applicant must contact Lakehaven Utility or Tacoma Public Utilities for water
and sewer requirements and or permits.
5. Illumination plans must be completed, approved and constructed prior to final
acceptance of the construction and prior to Certificate of Occupancy for any of
the buildings. Prior to construction, three sets of catalog cuts for the following
street light system components conforming to the City of Federal Way Street
Light Guidelines shall be submitted to the Public Works Department for review
and authorization: 1. Pole, 2. Service Panel, 3. Luminare, 4. Photoelectric
Control, 6. Lamp.
6. Installation of improvements shall not interfere with any work being performed
under a City of Federal Way contract. Rather, it shall be scheduled to prevent
any delay or extra cost to a City project.
7. Monumentation shall conform to City of Federal Way standards.
8. Final Review: Following construction approval of the storm water facility and
frontage improvements and prior to receiving Certificate of Occupancy for any
building, an "as -built" mylar original (free of stick -on notes and shading) and two
sets of blueprint copies shall be submitted by the applicant's engineer along with
any necessary easement or other legal documents. These documents shall be
submitted to the Public Works Department and reviewed by the Law Department
prior to final approval.
9. No final inspection will be scheduled and no Certificate of Occupancy issued prior
to the completion of the engineering improvements authorized for this project
and the acceptance of the as -built submittal by the Public Works Department.
10. Upon completion of the street improvements, the developer shall coordinate with
the City of Federal Way for street sign and striping installation. As per the Public
Works Development Standards, the developer will provide pavement markings
and street signs, including poles and hardware, under the city's direction to
establish uniformity.
If you have any questions or concerns regarding this letter, please call Ann Dower at
(253) 835-2732.
Sincerely,
Ann Dower
Senior Engineering Plans Reviewer
AD/jo
cc: Matt Hough, P.E.; CPH Consultants; 733 7"' Ave, Suite 100; Kirkland, WA 98033
Tom Smith, Project Manager; Plaza Center 10900 NE 81h St, Suite 1200; Bellevue, WA 98004
Will Appleton, P.E., Development Services Manager
PF/ad
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Federal Way
September 25, 2014
Washington State Department of Revenue
Forest Tax Section
PO Box 47472
Olympia, WA 98504-7472
CITY HALL
33325 8th Avenue South
Federal Way, WA 98003-6325
(253) 835-7000
www. cityoffederalway.. com
Re: File #14-101057-00-EN; FOREST PRACTICES CLASS IV -GENERAL
Kitts Corner Multi -Family Development at 336XX Pacific Highway South, Federal Way
King County Tax Parcels: 202104-9004, 202104-9072, 202104-9001
Dear DOR Representative:
Please find enclosed a copy of a forest Practices Class IV -General permit application that was
reviewed and approved in concert with permit approval for the above -referenced multi -family
development project in Federal Way, Washington.
Please feel free to contact me at jim.harris@cityoffederalway.com or 253-835-2652 with any
questions you may have on the proposed project and related forest practices activity on the subject
site.
Sincerely,
�Iarris
Contract Planner
enc: Forest Practices Application
Plan Sheets C1.01— C1.04 & CPH Plan Cover Sheet
c: Ann Dower, Senior Engineering Plans Reviewer
Applicant: Kitts Comer LLC, Jack Hunden, 10900 NE 8th Street, Suite 1200, Bellevue, WA 98004
Applicant Contact: Tom Smith, Devco, 10900 NE 81h Street, Suite 1200, Bellevue, WA 98004
Operator: Cascade Excavators Inc., PO Box 2, Maple Valley, WA 98038
Doc. I.D. 66801
APPROVED
CITY OF FEDERAL WAY
PUB LI K ; DEPA TMENT
BY
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Project File
Copy
Do Not Remove
Recording Requested By:
KITT'S CORNER, LLC CONFORMED COPY
When Recorded Mail To: 20151214000800
CITY of FEOERA EA5 77.00
CITY OF FEDERAL WAY PAGE-001 OF
iz/fa/z@xs 1
3:13
33325 8`h Ave S
FEDERAL WAY, WA 98003
ATTN: Ann Dower/Public Works
EASEMENT FOR STORM DRAINAGE
Grantor (s): , KITT'S CORNER, LLC
Grantee (s): CITY OF FEDERAL WAY, a Washington Municipal Corporation Property
Legal Description (abbreviated): Lot 1 of City of Federal Way Boundary Line Adjustment No.
13-104506-00-SU, as shown on the survey thereof, recorded under King County Recorder's No.
20140915900025.
Easement Legal Description: a portion of Lot 1 of Federal Way Boundary Line Adjustment No,
BLA 13-104506-00-SU, as recorded under King County Recording No. 20140915900025,
Additional Legal Description attached as Exhibit A and depicted on Exhibit B.
Assessor's Tax Parcel ID No.: 202104-9070
For and in consideration of One Dollar ($1.00) and other valuable consideration, the receipt of which
is hereby acknowledged, KITT'S CORNER DEVELOPMENT, LLC, a Washington Limited Liability
Corporation, ("Grantor") grants, conveys and warrants to the CITY OF FEDERAL WAY, a
Washington municipal corporation, ("Grantee") for the purposes hereinafter set forth a perpetual
easement under, across and over certain real property (the "Property") located in Federal Way,
Washington, legally described as follows:
LOT 1 OF FEDERAL WAY BLA No. 13-104506-00- SU, REC No. 20140915900025, SAID BLA
BEING LOCATED IN THE NORTHERLY 2/3 OF THE EAST 1/2 OF THE NORTHEAST 1/4 OF
SECTION 20-21-04, TOGETHER WITH A PORTION OF THE NORTHEAST 1/4 OF THE
NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION.
Except as may be otherwise set forth herein, Grantee's rights shall be exercised upon that portion of
the Property consisting of a storm drainage easement ("Easement") described as follows:
Legal Description of Easement attached hereto as Exhibit "A" and incorporated
herein by this reference.
t '
I. Purpose. Grantee and its agents, designees and/or assigns shall have the right, without prior notice
to Grantor, at such times as deemed necessary by Grantee, to enter upon the Property to inspect,
design, construct, reconstruct, operate, maintain, repair, replace, remove, grade, excavate, and enlarge
all storm drainage facilities including, but not limited to, underground facilities and/or systems upon
and under the Easement, semi -buried or ground mounted facilities, outlet structures, pipes, catch
basins, and all appurtenances thereto ("Facilities"). Following the initial construction of the Facilities,
Grantee may from time to time construct such additional facilities as it may require.
2. Access. Grantee shall have the right of access to the Easement over and across the Property to
enable Grantee to exercise its rights hereunder by utilizing the improved driveway on the Property or
by any other method mutually agreeable to Grantor and Grantee.
3. Obstructions; Landscaping. Grantee may from time to time remove vegetation, trees, or other
obstructions within the Easement, and may level and grade the Easement to the extent reasonably
necessary to carry out the purposes set forth in paragraph 1 hereof, provided, that following any such
work, Grantee shall, to the extent reasonably practicable, restore the Easement to a condition similar
to its condition prior to such work. Following the installation of the Facilities, Grantor may undertake
any ordinary improvements to the landscaping of the Easement, provided that no trees or other plants
shall be placed thereon, which would be unreasonably expensive or impractical for Grantee to remove
and restore.
4. Grantor's Use of Easement. This Easement shall be exclusive to Grantee; provided, however,
Grantor reserves the right to use the Easement for any purpose not inconsistent with Grantee's rights
provided: further, that Grantor shall not construct or maintain any buildings or other structures on the
Easement, that Grantor shall not perform grading, digging, tunneling, or other form of construction
activity on the Property, which would alter the functioning of the Facilities, and that Grantor shall not
blast within fifteen (15) feet of the Easement.
5. Indemnification. Grantor agrees to indemnify, defend, and hold Grantee, its elected officials,
officers, employees, agents, and volunteers harmless from any and all claims, demands, losses,
actions and liabilities (including costs and all attorney fees) to or by any and all persons or entities,
including, without limitation, their respective agents, licensees, or representatives, arising from,
resulting from, or connected with this Easement, including without limitation, any damage to the
Easement area resulting from surface water flooding except to the extent caused by the sole
negligence of the City.
6. Successors and Assigns. The rights and obligations of the parties shall inure to the benefit of and
be binding upon their respective successors in interest, heirs and assigns.
DATED THIS /G dti day of 6k n1p, if y 20 !! S .
7
GRANTOR
KITT' S CORNER, LLC
fir ; k'.tfs Corner Kavta3eir, Lam, have a 30-j t 1e. 4-0,
By
Evan J. Hun en, Managing Member
10900 NE 81h Street, Suite 1200
Bellevue, WA 98004
STATE OF WASHINGTON )
ss.
COUNTY OF KING )
P1Anaj;Aj Me-n6ev of }AMC.
On this day personally appeared before me Evan J. Hunden, to me known to be the,,Managing
Member of the KITT' S CORNER, LLC that executed the foregoing instrument, and acknowledged
the said instrument to be the free and voluntary act and deed of said corporation, for the uses and
purposes therein mentioned, and on oath stated that he was authorized to execute said instrument and
that the seal affixed, if any, is the corporate seal of said corporation.
GIVEN my hand and official seal this day of f " r w� �� , 2015-
a
v (typed/printed name of notary)
Notary Public in and for the State of Washington.
My commission expires /2 L/ice
G:ILAWFOPMSIEASEMENTSURFACEWATER FACILITIES
01115
Federal Way Village
Job No.1122-006-006
February 3, 2015
EXHIBIT A
LEGAL DESCRIPTION FOR
STORM DRAINAGE EASEMENT
That portion of Lot 1 of Federal Way Boundary Line Adjustment Number BLA 13-104506-
00-SU, as recorded under King County Recording No. 20140915900025, less the North
seven feet per the right of way dedication as filed under Recorder's No. 20020208002306,
more particularly described as:
COMMENCING at the Northwest corner of said Lot 1,
THENCE along the South Right of Way line of South 336" Street, S 88'45'01' I' 132.26 feet
to the POINT OF BEGINNING;
THENCE continuing along the said Right of Way line S 88045'01' E, 271.31feet;
THENCE leaving the South Right of Way line S 01 007'01' W, 10.50 feet;
THENCE N 88°45'01" W, 261.34 feet;
THENCE S 01015'35' W, 111.48 feet;
THENCE S 1201640' W, 52.63 feet;
THENCE N 77°43'20" W, 10.00 feet;
THENCE N 12°16'40" E, 51.67 feet;
THENCE N 01'15'35" E, 121.01 feet to the POINT OF
BEGINNING
CONTAINING 4,480 square feet, more or less.
Written by: SF
Checked by: ZL
:lesm-jobs 11122100610061documentllegal-022.doc
EXHIBIT B
TO ACCOMPANY LEGAL DESCRIPTION FOR
STORM DRAINAGE EASEMENT
A PORTION OF THE NE 1 /4 OF SECTION 20,
TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M.,
CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON
SCALE: 1 "= 1 50'
17
POINT OF
20
COMMENCEMENT SOUTH 336TH
STREET
Ir--__—_—_----
I
POINT OF
BEGINNING
II
STORM DRAINAGE
EASEMENT
rt
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CONSULTING ENGINEERS LLC
33400 STH AVE. SOUTH I I I I JOB NO.
1 1 22-006-006
SUITE 205
Federal Way, WA 95003 FEDM WAYeye-ens DRAWING
EVER azs :s7-"00 DATE
NAME SR-1 1
02/03/2015
www.esmcivil.com DRAWN
RFG
CM1 Engineering Land SurMing Land Planning SHEET 1
Public Works Project Manogement ` Landeoape Architecture
OF 1
Recording Requested By:
KITT'S CORNER LLC
When Recorded Mail To:
CITY OF FEDERAL WAY
33325 8t` Ave S
FEDERAL WAY, WA 98003
ATTN: Ann Dower, Public Works.
CONFORMED COPY
20150318000645
CITY OF FEDF-RR CO
PAGE-001 OF 003
03/18,2015 11:12
DECLARATION OF COVENANT
Grantor (s): KITT'S CORNER, LLC
Grantee (s): CITY OF FEDERAL WAY, a Washington Municipal Corporation
Property Legal Description (abbreviated): Lots 1-5 of City of Federal Way Boundary Line
Adjustment No. 13-104506-00-SU, as shown on the survey thereof, recorded under King County
Recorder's No. 20140915900025.
Assessor's Tax Parcel ID No.: 202104-9070; 202104-9072; 202104-9001; 202104-9004; 202104-
9069
IN CONSIDERATION OF the approved City of Federal Way ("City") engineering plans for
application No. 14-101057-00-EN relating to real property legally described as:
LOTS 1-5 OF FEDERAL WAY BLA No. 13-104506-00- SU, REC No.20140915900025, SAID BLA
BEING LOCATED IN THE NORTHERLY 2/3 OF THE EAST 1/2 OF THE NORTHEAST 1/4 OF
SECTION 20-21-04, TOGETHER WITH A PORTION OF THE NORTHEAST 1/4 OF THE
NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION in King County, Washington, and
portions of vacated streets adjoining ("Property"),
the undersigned as Grantor(s) declares that the above described Property is hereby subject to a
perpetual easement for a natural or constructed storm water conveyance system ("System") and
hereby dedicates, covenants, and agrees as follows:
1. City shall have the right to ingress and egress over the Property to access such easement area
for inspection of and to reasonably monitor the System for performance, operational flows or
defects in accordance with City's Surface Water Management Divisions procedures.
1
2. If City determines that maintenance or repair work is required to be done to the System, the
Manager of the Surface Water Management Division of the Department of Public Works
("Manager") shall give notice of the specific maintenance and/or repair required. The
Manager shall also set a reasonable time in which such work must be completed by the
Grantor, its heirs, successors or assigns. If the above required maintenance and/or repair is not
completed within the time set by the Manager, the City may perform the required maintenance
and/or repair. Written notice will be sent to the Grantor stating the City's intention to perform
such maintenance. Maintenance work will not commence until at least seven (7) days after
such notice is mailed. If, within the sole discretion of the Manager, there exists an imminent
or present danger, said seven (7) day notice period will be waived and maintenance and/or
repair work will begin immediately.
3. If at any time the City reasonably determines that any existing retention/detention system
creates any conditions detrimental to the receiving surface water system, public and/or private
property, the Manager may take any measures pursuant to Federal Way Revised Code.
4. The Grantor shall assume all responsibility for the cost of any maintenance and for repairs to
the System. 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. If legal action ensues, the
prevailing party is entitled to costs and/or fees.
5. The Grantor is hereby required to obtain written approval from the Manager prior to filling,
piping, cutting, or removing vegetation (except in routine landscape maintenance) in open
vegetated drainage facilities (such as swales, channels, ditches, ponds, etc.), or performing any
alterations or modifications to the drainage facilities contained within Property as described
previously. 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.
6. Grantor agrees to indemnify, defend, and hold City, its elected officials, officers, employees,
agents, and volunteers harmless from any and all claims, demands, losses, actions and
liabilities (including costs and all attorney fees) to or by any and all persons or entities,
including, without limitation, their respective agents, licensees, or representatives, arising
from, resulting from, or connected with this Declaration of Covenant except to the extent
caused by the sole negligence of the City.
This covenant is intended to protect the value and desirability of the Property, and shall inure to
benefit all of the citizens of the City of Federal Way, and shall run with the land, and shall touch
and concern the land, and shall be binding on all heirs, successors, and assigns.
N
GRANTOR
KITT' S CORNER, LLC
Per; Ki1+�Cavne�-�laVlas�r�W-�PLRs+l�i�iv�9 hLeYvI�CY
By
Evan J. Hunden, Managing Member
10900 NE 8' Street, Suite 1200
Bellevue, WA 98004
STATE OF WASHINGTON )
ss.
COUNTY OF X1.1 n )
Mrc;na�iv,9 Me-vnbzrcif
On this day personally appeared before me Evan J. Hunden, to me known to be thelmanaging
Member of KITT'S CORNER, LLC that executed the foregoing instrument, and acknowledged
the said instrument to be the free and voluntary act and deed of said corporation, for the uses and
purposes therein mentioned, and on oath stated that he/she was authorized to execute said
instrument and that the seal affixed, if any, is the corporate seal of said corporation.
GIVEN my hand and official seal this ! l�+—" day of r , 20 /5.
4 rwww ame
�otar
ed/ rinted n(typ pY
f
Notary Public in and for the State of Washington.
My commission expires
G:\LawForms\DeclarationofCovenantStorm 1
01115 •
.^ f
CONSULTANTS
July 11, 2014
Ms. Ann Dower
Contract Planner
City of Federal Way
33325 8"' Avenue South
Federal Way, WA 98003-6325
RESUBMITTED
JUL 11 2014
CITY OF FEDERAL WAY
CDS
RE: Kitts Corner Multifamily —Permit # 14-1010S7-00-EN, CPH Project No. 0024-12-017
Responses to Public Works Review Comments
Site Planning
Civil Engineering
Project Management
Land Development Consulting
Dear Ann,
This letter and the following enclosed information comprise the re -submittal of the Public Works application
package for the Kitts Corner Multifamily project:
I — City Re -submittal Form
1 — Original redline plans with City comments (March 4, 20 7 4)
3 — Additional copies of this response letter
3 — Site Grading and Drainage Improvements plan set (July 10, 2014)
— Revised Technical Information Report (July 10, 2014)
2 — Wetland Buffer Mitigation Reports (Talasaea Consultants, Inc.; July 9, 2014)
2 — Cost Estimate for Bonding of Wetland Buffer Mitigation (Talasaea Consultants, Inc.; July 9, 2014)
2 — Line Loss Calculations for Illumination (Transportation Engineering NW; July 11, 2014)
These documents have been updated or otherwise prepared in response to the comments provided in your
May 28, 2014 letter. Responses with specific reference to the City's s review comments are as follows:
General Sheets CO.00-CO.20 and as a livable :
1. This review is occurring before land use approval is complete. The final plan set must conform to
the approved site plan.
Response: The enclosed plans have been updated to reflect the final site plan recently approved with
the Use Process 111 for the project.
2. Resolution #13-641 approved on July 2, 2013, states that Roads C and E (Berm Road and Road
A per this plan set) shall be dedicated and built to City standards when the area east of the
wetland is developed. The berm road section (Road C per Resolution #13-641) is approved. The
ultimate road cross section for Road A is a City of Federal Way "Type R" street, which consists of
a 40' paved roadway with 4' planter strip, 6' sidewalk, and 3' utility strip on both sides within a
74' right-of-way. Staff recommends building to this cross section to avoid future reconstruction.
When Road A ("Road E" per Resolution) is dedicated, it must be built to full City standards.
Traffic calming features must be included.
Response: The roadway sections and pavement widths proposed with this final site design package are
consistent with those approved with recently with the Use Process III for the project. The berm road
section with a paved road width of 24 feet and 6-foot wide concrete sidewalks each side at back of
vertical curb is the ultimate road section. No future improvements of this road is required based on the
Use Process III approval. Road A will be improved by others beyond the interim section shown with this
final EN permit set.
733 7th Avenue, Suiie 100 • Kirkland, WA 98033 - Phone: (425) 285.2390 • Fax: (425) 285.2389
www,cphconsultants.com
Kitts Corner Multifamily
Request for Additional Information
CPH No. 0024-12-017
July 11, 2074
Page 2of9
3. A licensed land surveyor must stamp at least one sheet showing all boundary survey information.
Response: Plan sheet CO.10 has been sealed and signed by the project surveyor as requested.
4. An overall map showing drainage and roads, keyed to the plans, must be provided.
Response: The key map on the individual plan have been updated to show adjacent sheet references. In
addition, the sheet layout has been added to C0.20 to provide the overall reference your requesting.
5. Add city inspection phone #253-835-2700 to the cover sheet.
Response: The City inspection number has been added to the cover sheet under the re -titled "Utility
Purveyors and Agency Contacts" section under Project Information.
6. See attached comments from Rob Van Orsow for solid waste.
Response: Responses to Mr. Orsow's comments regarding solid waste provisions for the project were
responded to and incorporated into the site plan with the final Use Process lit approval which occurred
subsequent to receipt of these initial EN permit comments.
Erosion Controi {Sheets 1.01_-1.1 1 ]
7. Provide CB protection in S 3361h St and Pacific Highway S.
Response: Additional CB inlet protection has been shown and specified at the South 3361h Street
frontage.
8. Provide CB protection for the existing CB's in the berm road.
Response: CS inlet protection has been added to the structures within the berm road.
9. Apply TESC blanket and seed to construction within the pond banks.
Response: A callout specifying that the disturbed slope areas shall be seeded and covered with an
erosions control blanket have been added to the two locations where pipe outlets are to be installed
within the buffer easement area.
Site layout (Sheets 2.01-2.04)
10. Provide adequate storage at the driveway on S 336'h Street. At a minimum, there should be at
least 30' of storage from the back of the sidewalk. Staff recommends creating longer storage to
ensure that entering vehicles will not back up onto S 336"' Street due to pedestrian crossing to the
recreation building. Please note, earlier submittal depicted approximately 100' of storage/throat
length.
Response: The site plan for this EN permit has been updated to match the plan that was final approved
with the Use Process III for the project. This includes the onsite driveway width and storage length at
the South 3361h Street driveway.
11. Driveway widths should be 30' the entire length of the storage and may be increased in order to
provide adequate width for vehicles that may be reasonably expected to use the driveway, as
determined by the Public Works Director.
Response: The site plan for this EN permit has been updated to match the plan that was final approved
with the Use Process III for the project. This includes the onsite driveway width and storage length at
the South 336th Street driveway.
12. Pedestrian connection to S 336th Street shall be provided from the private drive/road as
conditioned in the 2013 Rezone conditions of approval. Also, the applicant should consider
providing additional pedestrian connection to S 336th Street from Building E.
Kitts Corner Multifamily
Request for Additional Information
CPH No. 0024-12-017
July 11, 2014
Page 3of9
Response: The pedestrian connections to South 3361h Street at the primary access driveway have been
added, consistent with the recently approved site plan. The suggested pedestrian access to South 3361h
Street in the vicinity to Building E has is not proposed due to the notable grade differential between the
street and site at this location of the frontage.
13. The berm road sidewalk is required to be 6' wide. Shown incorrectly on C2.03.
Response: The sidewalk on each side of the berm road has been corrected to be 6 feet wide in both
plan views and in the typical section on sheet C2.101.
14. Label "Road A" and "Road B" as shown on sheet C3.08.
Response: The interim offsite roads "A" and "B" have been labeled as requested.
15. Provide Type III barricades at the ends of Road A stubouts.
Response: Type III barricades have been added to the plan and referenced to the City standard
drawing 3-15 on sheet C2.04. A copy of the City's standard drawing is included on C3.103.
16. Staff recommends implementing additional traffic calming devices on the interim roads,
particularly east of the berm road to discourage speeding.
Response: Additional raised concrete cross walks were incorporated into the site plan recently
approved with the Use Process Ill. This approved site plan is reflected in the enclosed EN plans.
17. Show wetland numbers from wetland inventory.
Response: Labels have been added to these plans consistent with the references provided by the
project biologist in the accompanying Wetland Buffer Mitigation Plan.
Driveway, Rain Garden and Road Sections Sheets 2.100-2.102
18. Provide a planting plan for the rain garden.
Response: The rain garden facility has been removed from proposed storm drainage design for the
interim offsite roads. The current proposal utilizes a standard StormFilter with specific Metal-Rx media
to achieve the requested Enhanced Basic treatment standard. Details for this facility are provided in the
enclosed plans and calculations and discussion is provided in the updated Technical Information Report
included with this EN re -submittal.
19. Note: provide rain garden soil mix design to City for approval prior to placement.
Response: The rain garden facility has been removed from proposed storm drainage design for the
interim offsite roads. The current proposal utilizes a standard StormFilter with specific Metal-Rx media
to achieve the requested Enhanced Basic treatment standard. Details for this facility are provided in the
enclosed plans and calculations and discussion is provided in the updated Technical Information Report
included with this EN re -submittal.
20. The proposed raised concrete crosswalk is acceptable and should be constructed to FW DWG.
No. 3-27.
Response: The detail reference for the raised concrete crosswalk has been revised to City of Federal
Way standard drawing no. 3-27 as requested.
21. A 5' wide planter strip is acceptable as shown, but 4' is all that is required. Streetlights belong
behind the sidewalk.
Response: The plan and typical road section for Roads A and B have been revised to provide a 4-foot
planter strip consistent with the recently approved Use Process Ill site plan.
Kitts Corner Multifamily
Request for Additional Information
CPH No. 0024-12-017
Grading Plans Sheets 3.01-3.04
July 11, 2014
Page 4 of 9
22. Sheet 3.04 is missing from the plan set.
Response: The correct sheet reference has been added to sheet C3.03. There is no sheet C3.04.
23. Any wall onsite that is over 4' tall, footing to top, will require a separate building permit. Please
contact the permit counter for submittal requirements.
Response: Understood, and we will make separate building permit application for any walls greater
than 4 feet.
24. Grading around the light poles in the berm road must be shown.
Response: The existing "pond" slopes at the berm are already near 2H. I V. As such, grading around the
light pole foundations would likely require impact to the wetland to toe out the revised slope. So,
alternatively, the protect proposes longer pole foundation bases as specified on the enclosed, updated
Illumination Plans and Details.
Storm Drainage Plan Sheet 3.05-3.07
25. All of the dispersion trenches are shown as 50' long, no matter the size of the building or length of
the flowpath. Per the 2009 KCSWDM, Section C.2.1.5, 5,000 square feet of impervious area
may drain to a single 50' trench if the flowpath is 100' minimum. 10,000 square feet may drain
to a 50' trench if the flowpath is at least 200' long. Some of the buildings need additional
trenches.
Response: The gravel dispersion trenches proposed are not proposed for the purpose of achieving flow
control or water quality credit under either Full or Basic Dispersion. No (tow control is required for this
project as it discharges to the onsite regional facility and the runoff source is the building roofs which
does not require treatment. The dispersion trenches are simply for the purpose of spreading out the
flow upstream of the native buffer areas to encourage sheet flow and limit the potential for erosion.
26. Indicate what needs to be done with the existing catch basins that fall within the road/sidewalk on
the berm road.
Response: The existing structures do not align with the curb or sidewalk, and cannot be adjusted to do
so practically. As such, the existing catch basins within the berm are proposed to be removed and
replaced as shown on the enclosed EN plans.
Interim Road Improvements Sheet 3.08
27. Verify that catch basin spacing meets maximum CB spacing per PW Development Standards,
Section 4.3.2.A; 150' (<1.0% grade), 200' (1 %-3%), 300' (>3%). The berm road and Road A
need an additional catch basin.
Response: Additional catch basis have been added and the storm drainage system has been revised to
achieve the spacing requirements as suggested for the offsite interim roads.
28. Show street signs and provide a table with summary of all signs.
Response: Street signs have been added to the interim roads as specified on the enclosed plan C3.08.
29. Stationing is to be tied to an existing monument. Please indicate where the monument is located.
Response: The project stationing references project controls and has been numbered to clarify specific
site areas. The project stationing has not yet been "tied" to a City of Federal Way monument or
horizontal datum. It is suggested that this final datum coordination be completed with as -built phase of
the project.
30. Note storm pipe material. Must meet 2009 KCSWDM standards. Reinforced concrete pipe is
required within public right-of-way.
Kitts Corner Multifamily July 11, 2014
Request for Additional Information Page 5 of 9
CPH No. 0024-12-017
Response: General Note 2 on the Grading and Storm Drainage plans and the Interim Road
Improvements Plans specifies the storm pipe materials as requested.
31. Vaned grates are required on all streets.
Response: General Note 3 on the Grading and Storm Drainage plans and the Interim Road
Improvements Plans specifies the requirement for vaned grates.
32. Show curve data, control points, and curb radii for roadways.
Response: Roadway horizontal control, curve data, and curb radii information is shown on the C2.Ox
sheets.
S 336+h St Frontage (Sheet 3.09-1
33. Provide additional information for the site entrance relocation. Irrigation, street trees, lawn, fire
hydrant, and other utilities will need to be removed and replaced or relocated. Storm drainage
has been rerouted incorrectly. The proposed design cuts off treatment facilities from any of the
road water that they originally received. If these facilities cannot be used, they will have to be
removed and replaced to current water quality standards. Structures must be placed outside the
city sidewalk.
Response:
Storm Drains a Profiles "Lines" Sheet C3.10-3.131
34. Provide a profile that includes the offsite inlet on the northwest side of the site. This inlet needs to
have a trash rack since it is within a landscaped area. Indicate the actual size of the rip rap pad.
Response: Additional storm drainage profiles, including the specific outfall reach related to this
comment, have been added to the enclosed, updated plan set. The dimensional information for the rip
rap outfall and specification for trash rack are provided with the referenced Pipe Outlet Protection
detail.
35. Provide treatment for runoff from Line A before it is released into the wetland.
Response: There is no untreated release form tine A (or Line B). This system discharges to the two -train
StormFilter system prior to discharge to the downstream wetland.
36. Why is CB # 110 solid lid? Water is flowing to it from new impervious area that this project is
creating.
Response: CB 110 has a solid lid to prevent surface water catchment because it is part of the bypass
system being installed to collect and safely convey runoff from the offsite, vegetated areas to the east.
The new outfall for the South 3361h Street drainage facilities is also part of this bypass system. Runoff
from the paved EVA access road on the adjacent property and onsite parking lot areas flow to CB 130
(east of CB I OOBP) to be conveyed to the onsite treatment facilities.
37. Provide a profile that includes the Stormgate and Stormfilters, along with pipes flowing into and
out of the system. Also show outfall to pond.
Response: The profiles have been updated to include the StormFilter and StormGate bypass run that
outfolls to the wetland as well as the facilities along the berm road. A profile along the flow path from
the StormGate through the StormFilter facilities was not shown for clarity. Instead, additional pipe
reach and elevation information was added to the StormGate and StormFilter details on sheets
CC3.108 and C3.109 to describe the flow path and specific grade relationships of each.
38. Provide a size for the rock pad at the outfall to the pond.
Response: The size of the pipe outfall is provided in the referenced Pipe Outlet Protection detail.
Kitts Corner Multifamily
Request for Additional Information
CPH No. 0024-12-017
July 11, 2014
Page 6 of 9
39. Profiles are typically done at 50' stations. Please revise as 60' stations may be confusing.
Response: 20-foot and 50-foof stations would be more typical. However, the 30-foot stations that are
shown are consistent with the scale of the accompanying plan views. Maintaining the same horizontal
scale between the two [especially when they are on different sheets] limits the risks of missed
measurements by the contractor.
40. Show any other utilities that are going within the road prism for the berm road and Road A.
Response: The proposed utilities within the roadway prisms have are shown screened back in the
enclosed, updated plans.
Details (Sheets C3.100-3.1.1 1 Q
41. Use the dispersion trench shown in the 2009 KCSWDM, C.2.1.13.
Response: The dispersion trench design proposed for this project as shown in the enclosed plans was
developed by CPH and has been used successfully on a variety of protects, including a number of
DevCo multi -family site (e.g., Park 16 in Federal Way, WA). The quarry spall cover over the grovel
trench backfill is intended to protect the gravel surface from getting plugged by leaves and debris. This
cover also provides structural cover to protect the level gravel edge from eroding and ultimately
losing its function to level spread.
42. For street lights located within the berm road, provide detail as to how the light poles and conduit
will fit within the berm, fence, sidewalk, etc. If a special (deeper, wider, etc) foundation is
required, provide a detail.
Response: Street lighting details are provided with the enclosed, updated Illumination Plans.
43. Add details 3-15 Barricade, 3-35 Bollards, 3-55 Utility Adjustment, 3-56 Wetland Sign, 4-10
Vaned Grate (typical for all City CB's unless otherewise approved), 4-1 1 Marker, 4-19 Pond
Sign.
Response: Copies of the additional City standard drawings are included with the enclosed plans and
updated EN permit package.
Landscape Plans
44. Please change all "Proposed Interim Public Access Road" to "Proposed Interim Private Access
Road"
Response: The road references have been updated on the Landscape Plans.
45. Provide street trees in the planter strips. The City's street tree list is enclosed.
Response: The enclosed Landscape Plans have been updated to include street trees in the 4-foot
planter strip as requested. It has been provided to satisfy the request and illustrate the concept.
However, providing street trees within this already heavily forested corridor along an interim road that
likely will require some adjustment in portions of its alignment once the commercial development
commences seems highly wasteful and unnecessary. Rather than street trees as shown, it is requested
that a native turf or groundcover planting be allowed along this interim road corridor. Then, if the road
or portions of the road remain in their current configuration for the commercial development, street
frees can be added to the landscape. If this more practical approach to landscaping is agreeable, our
team will provided updated landscape plan L3.4 will be provided to include in the approved plan set
prior to construction.
Kitts Corner Multifamily
Request for Additional Information
CPH No. 0024-12-017
Streetli htin Sheets ILIA-IL1.5
July 11, 2014
Page 7 of 9
46. Sheet I1-1.3 is missing from the plan.
Response: IL 1.3 is an onsite lighting plan for the private project improvements. That plan will be part of
subsequent and separate building permits and is not part of this EN. The plan reference has been
removed from IL 1.4 and IL 1.5.
47. Provide line loss calculations.
Response: 2 copies of the line loss calculations are included with this re -submittal for your reference.
48. Identify the power source.
Response: A meeting with Puget Sound Energy is necessary and in the process of being scheduled to
identify the specific power source. That information will be provided directly to Mr. Sarady Long under
separate cover as soon as it is available. It is understood that the final Illumination Plans approved by
the City will require this information.
49. Provide separate circuits, meters, and service cabinets for private and future public street lights.
Response: Separate circuits, meters, and service cabinets were provided for private street lights (I -17,
not a part of this EN permit package) and public street lights (18-25).
50. Street lighting within the multifamily roadway (west of the wetland) should meet standards for
safety.
Response: Street lighting within the private multifamily driveway and parking lot areas is being
designed to meet illumination safety standards. Those design details and confirming calculations will be
provided with separate and subsequent building permit applications.
51. Pole numbering ID shall be (XXXX-YY-AAZZ-BB) per Detail Sheet DWG No. 3-39B.
Response: Pole numbering has been included on the enclosed plans. However, additional information
from the City is necessary to establish the final coordinates which are not included in the pole number
ID's.
52. Junction boxes and pull boxes shall be placed outside the sidewalk wherever possible. If placed
within the sidewalk, they shall have slip resistance lids which shall be wither Mebacl manufactured
by IKG Industries or SlipNot Grade 3-coarse manufactured by W.S. Molnar Company.
Response: All junction boxes and pull boxes have been place outside the sidewalk, except for junction
boxes #18 and #19. These boxes have been specified to have slip resistance lids in accordance with
City standards.
53. Provide service cabinet for future public road lighting within the future right-of-way. The service
cabinet for private streetlights must be located outside future right-of-way.
Response: A service cabinet for future public road lighting has been provided within the future public
right-of-way. A service cabinet for the private, onsite street lights will be provided separately as
designated with a subsequent building permit package.
54. Luminaire poles and conduit on the private and interim private roads must be located behind the
sidewalk within the utility strip to meet City standards and minimum setback requirements. As
shown, the 10' mastarm length will be too long, however if the poles are placed in the utility strip
the length is appropriate.
Response: Luminaire poles and conduit on the interim roads and berm road have been located behind
the sidewalk within a designated 3-foot utility strip.
Kitts Corner Multifamily
Request for Additional Information
CPH No. 0024-12-017
TIR
July 11, 2074
Page 8of9
55. P.10 — The site does receive runoff from S 336th Street, which is treated and discharged at the
westerly curb returns on S 336th St. Please discuss how this water will be discharged and treated
once the site is developed, and how this will affect existing wetlands. If the existing treatment
system has to be replaced, the new treatment facilities must meet current standards.
Response: This existing improved intersection will be removed with this project. With that, existing
structures to remain will have lids raised to grade and some of the inlet and outlet pipes will be
removed and replaced to fit the new site. A pre -settling inlet is proposed of the new curb line and the
outfoll for this system of catch basins has been reconfigured to discharge west and south in a public
easement through the site, with an ultimate outlet still to Wetland 1. z-ii d-&eo"{,f-- ct fo j
ft; hj
I
56. Explain the need for can offsite inlet on the northwest side of the site. How much water is being
received? The runoff from Line A must be treated before it is released into the wetland.
Response: There is no (open) offsite inlet on the northwest side of the site. The catch basin shown has a
All PGIS, including the EVA
[� \k
solid lid and serves only as a connectinglturning structure. proposed paved
drive on the adjacent property is being collected by the onsite storm drainage system and treated bye
. , 9
1P
the StormFilter facilities in the southerly part of the site. See further discussions above.
P. 18 ESC Analysis — Please address dust control nd flow control as required in the 2009
��
57.
KCSWDM Section D.3.
Response: Water trucks will be used as necessarily to control dust during dry construction periods.
59. Is all clearing and grading occurring at once, or will it be done in phases?
Response: All clearing, grading, and site improvements will occur in a single phase.
59. Provide sizing calculations for TESC sediment ponds.
✓ Response: Sizing calculations for the TESC sediment ponds (matching the updated plan information) is
provided in the TIR. 10-yr event sizing is included as site work is not anticipated to continue through
the fall and winter months.
60. Appendix E — put a copy of the developers agreement in the TIR.
Response: A complete copy of the Developer's Agreement was provided under separate cover with
the Use Process III decision. This document is substantial and costly to reproduce multiple times. As such,
it is requested that the "by reference" under separate cover be accepted.
61. Appendix G — Add rain gardens to the O&M manual.
Aesponse: Rain garden facilities are not currently proposed for the project. As such, no update to the
Appendix G has been provided.
Documents:
62. Please complete a Bond Information Worksheet and a Bond Quantities Worksheet, emailed on
;4/30/14.
V' Response: The Bond Information Worksheet and Bond Quantities Worksheet for the final design
presented in the enclosed EN re -submittal is in process. It will be provided directly to you under
separate cover and ahead of your final review efforts.
Planning fiarid scti+L1e. Critics! Areas Comments Jim Harris 6 23 2014 email :
63. the wetland sign text and locations; include smaller wetland signs at about 100 feet on center for
length of wetland buffer split rail fence, in addition to the proposed bigger wetland signs at view
locations.
Kitts Corner Multifamily
Request for Additional Information
CPH No. 0024-12-017
July 11, 2014
Page 9 of 9
Response: The requested details for the wetland signs and their locations are provided in the enclosed,
updated Wetland Mitigation Plans.
bpi, Detailed information and cost breakouts for the Wetland Mitigation X 120 Percent, and 5 years
of wetland Monitoring X 120 percent, and Mitigation Contingency Budget.
Response: The requested estimate for the wetland buffer mitigation efforts is included for your review
and approval. The bond forms and surety documents will be completed upon your approval of the
bond amount provided with this estimate.
Please contact me directly at (425) 285-2391 or by e-mail at matt c hcaizsultants.com if you have
questions or need any additional information to complete your review and approval of the project. Your
prompt response and continued cooperation and assistance are appreciated. Thank you.
Cc: Mr. Jack Hunden, David Ratliff (DevCo)
copy to file
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33330 - 8fh Ave S
Federal Wav 11 A 98003
Phone: (253)-945-2000
March 7, 2014
Jim Harris
Planning Division
City of Federal Way
33325 8'h Ave S
Federal Way WA 98003
RE: School Access Analysis — Kitts Corner Multifamily
Dear Mr. Harris,
0 0 Federal Way
Public Schools
The Federal Way School District has reviewed the School Access Analysis provided for Kitts Corner Multifamily.
Students living in this area will currently ride a bus to Panther Lake Elementary, Illahee Middle School and Todd
Beamer High school. School service areas are reviewed each year and necessary boundary changes may be made
to accommodate enrollment increases.
Student safety must be considered for all students who would walk to the schools and to school bus stops from
this development. Sidewalks and other planning features that assure safe walking conditions for students are
factors the district must consider as we comment on development within our service areas.
Upon review of the School Access Analysis, the district has determined that the proposed bus stops located on S
336`h St just west of 131h PI S for Panther Lake students and on Pacific Hwy 5, south of S 336`h 5t for Illahee and
Todd Beamer students are not acceptable. The District is opposed to placing bus stops on either S 3361h St or
Pacific Hwy S. The District would like to place a bus stop within the development. In order to do that, the District
would like a bus loop located toward the south end of the development on the access road to Pacific Hwy S. There
would need to be adequate lighting and sidewalks to allow students to walk safely from their homes to the bus
stop.
The District appreciates the opportunity to comment on this proposed development and reserves the right for
further comment as additional information becomes available.
Sincerely,
% i�
Tardy scimento
Student & Demographic Forecaster
cc: Sally McLean, Assistant Superintendent: Business Services
David Remmen, Safety & Security Manager
Cindy Wendland, Support Services Director
CfrT OF
Federal Way
PERMI`7 APPLICATION
RECEIVED,
i MAR 07 2014
PERMIT NUMBER CITY OF FEDERAL WAY
TARGET DATE
-- --- — CDS
SITE ADDRESS
33701 Pacific Highway S., Federal Way, WA 98003
SUITE/UNIT #
PROJECT VALUATION ZONING ASSESSOR'S TAR/PARCEL #
$ 11,800,000 RM-2400 2 0 -2 1 0 4_ 9 0 7 0
TYPE OF PERMIT I ❑ BUILDING ❑ PLUMBING ❑ MECHANICAL ❑ DEMOLITION ® ENGINEERING ❑ FIRE PREVENTION
NAME OF PROJECT I Kitts Corner Multifamily
PROJECT DESCRIPTION The project proposes to construct 216 multi -family residential units, a community
Detailed description of work to recreation center, onsite parking and internal access, utilities, landscaping, common
be included on this permit only areas, and stormwater facilities (ref. City of Federal Way file no.: 13-104418-00-UP).
NAME
PROPERTY OWNER
Devco, LLC
MAILING ADDRESS
11100 Main Street, Suite 301
CITY STATE ZIP
Bellevue WA 98004
NAME
Heartland Construction
MAILING ADDRESS
11100 Main Street, Suite 301
CONTRACTOR
CITY
STATE
ZIP
Bellevue
WA
98004
WA STATE CONTRACTOR'S LICENSE # EXPIRATION DATE
HEARTC1052Q7
NAME
Kitts Corner, LLC
MAILING ADDRESS
11100 Main Street, Suite 301
APPLICANT
CITY
Bellevue
STATE ZIP
I WA 98004
NAME
PROJECT CONTACT CPH Consultants/Matt Hough, PE
(The individual to receive and MAILING ADDRESS
respond to all correspondence 733 7th Avenue, Suite 100
concerning this application) CITY Kirkland STATE ZIP
WA 98033
NAME
PROJECT FINANCING Kitts Corner, LLC
Required value of $5, 000 or more MAILING ADDRESS, CITY, STATE, ZIP
(RCW 19.27.095) same as above
PRIMARY PHONE
(425) 453-9551
E-MAIL
jhunden@devcoapts.com
PHONE
(425) 453-9551
E-MAIL
jhunden andevcoapts.com
FAX
FEDERAL WAY BUSINESS LICENSE #
20-13-102125-00-BL _
PRIMARY PHONE
(425) 453-9551
E-MAIL
jhunden@devcoapts.com
FAX
PRIMARY PHONE
(425) 285-2390
E-MAIL
matt@cphconsultants.com
FAX
(425) 285-2389
® OWNER -FINANCED
PHONE
I certify under penalty of perjury that I am the property owner or'authorized agent of the property owner. I certify that to the best
of my knowledge, the information submitted in support of this permit application is true and correct. I certify that I will comply with
all applicable City of Federal Way regulations pertaining to the work authorized by the issuance of a permit. I understand that the
issuance of this permit does not remove the owner's responsibility for compliance with local, state, or federal laws regulating
construction or environmental Iaws.
I further agree to hold harmless the City of Federal Way as to any claim (including costs, expenses, and attorneys' fees incurred in
the investigation and defense of such claim) whir may be made by any person, including the undersigned, and filed against the city,
but only where such claim arises out of 4he rel' nce of the city, including its officers and employees, upon the accuracy of the
information suppliSO-ton(ty asZpufrt ofithis � Iication.
SIGNATURE:
PRINT NAME:
Bulletin #100 —January 1, 2013
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kAHandouts\Permit Application