SUB-05-0456 RDS Completed Punchlist 031308 001RDS Design LLC
2840 Crites St SW
Tumwater, Wash.
Jim Gibson
Tami Merriman
Find enclosed the completed punch list for the Trump plat. As you can see, other than
the remaining landscape item we are complete with all of the items. The landscaper, as
you may be aware missed the detail for the root barrier and the 4x6 surrounds on the final
approved drawing that we received on November 28`" 2007. It is the landscaper's
intention to have that work completed, weather permitting, including the hydro seeding
on the 14`" of March, (this Friday) We brought down the close out document to be
reviewed on January 18`" of this year and would like to know at this time what the status
is on getting the plot to final close out. We are most anxious to get to this to a point to
where we can close on the property sale.
I am not sure exactly where the city staff is with the review process on the close out
documents, but if there is any reason at all why the close out process cannot proceed now
that the punch list is substantially completed, please let me know immediately.
My cell number is 360-791-1589
Item # 29 is weather dependant but has been scheduled.
Item # 37 has been addressed with attached memo from Scot Severs at Morrissette. This
is a copy of an a-mail he sent to you on 2/27/08
Please contact me if you find that there is any thing else you need.
Enclosures
4 1. Punch item # 37 Explanation of Handicap ramps detail from Morrissette and
Assoc.
/2. Copy of LLC Formation documents
/3. Punch list. Status
,'4. Copy of signed off Permit Card... Please Note that item # 17 was completed on
3/10/08 I called for final inspection Tuesday the 1 1`"
Si
c ~tter
RECEIVED
MAR 13 1008
l-~J
Scott L Ritter
From: Scott Severs [Scott@JWMorrissette.com]
Sent: Wednesday, February 27, 2008 11:02 AM
To: Jim Gibson
Cc: Steve Harrington; Scott L Ritter; Jerry Morrissette; Bob Tauscher
Subject: Curb Ramps Stella Ct. and Trump St.
Jim,
Scott Ritter is requesting that the City allow the constructed ramps at the intersection
of Stella Ct. and Trump St. be accepted as installed. Our field crew recorded measurements
of the existing ramps on February 21, 2008. The vertical rise varied from 5/8" to 3/4"
over a length of 12". Although the plans show that a Type 4b is to be constructed the
installed ramps substantially meet the requirements of the ADA Accessibility Guidelines.
The existing grade sloping back from the back of curb is 0.0995 ft/ft on the northerly
sidewalk and less than 0.0050 ft/ft on the southerly ramp according to the asbuilt field
shots that were taken. Neither of these slopes (from what I read) fall into the definition
of a ramp as defined in the ADA Accessibility Guidelines.
Please feel free to contact me if there are any questions.
Thank you,
Scott Severs
Sr. Engineering Technician
J.W. Morrissette & Associates Engineering Inc., P.S.
1700 - B2 Cooper Point Road SW
Olympia, Washington 98502
(ph)360.352.9456
(fax)360.352.9990
(e-mail) Scott@JWMorrissette.com
1
Scott L Ritter
From: Scott Severs [Scott@JWMorrissette.com]
Sent: Wednesday, February 27, 2008 8:51 AM
To: 'Scott L Ritter'
Subject: RE: sidewalks
Scott,
I had our field crew stop by and measure the curb ramps. The field data on the ramps
substantially meet the requirements for accessibility as described in the ADA
Accessibility Guidelines. Below I have attached the link to the Guidelines and the Section
text that specifies the acceptable grades and requirements of a curb ramp.
9.7 Curb Ramps
4.7.1 Location. Curb ramps complying with 4.7 shall be provided wherever an accessible
route crosses a curb.
4.7.2 Slope. Slopes of curb ramps shall comply with 4.8.2 <http://www.access-
board.gov/adaag/html/adaag.htm#4.8.2#4.8.2> The slope shall be measured as shown in Fig.
11 <http://www.access-board.gov/adaag/html/figures/figll.html> Transitions from ramps to
walks, gutters, or streets shall be flush and free of abrupt changes. Maximum slopes of
adjoining gutters, road surface immediately adjacent to the curb ramp, or accessible route
shall not exceed 1:20.
4.7.3 Width. The minimum width of a curb ramp shall be 36 in (915 mm), exclusive of flared
sides.
4.7.4 Surface. Surfaces of curb ramps shall comply with 4.5 <http://www.access-
board.gov/adaag/html/adaag.htm#4.5#4.5> .
4.7.5 Sides of Curb Ramps. If a curb ramp is located where pedestrians must walk across
the ramp, or where it is not protected by handrails or guardrails, it shall have flared
sides; the maximum slope of the flare shall be 1:10 (see Fig. 12 (a) <http://www.access-
board.gov/adaag/html/figures/figl2a.html> ). Curb ramps with returned curbs may be used
where pedestrians would not normally walk across the ramp (see Fig. 12 (b)
<http://www.access-board.gov/adaag/html/figures/figl2b.html> ).
4.7.6 Built-up Curb Ramps. Built-up curb ramps shall be located so that they do not
project into vehicular traffic lanes (see Fig. 13 <http://www.access-
board.gov/adaag/html/figures/figl3.htm1> ).
9.7.7 Detectable Warnings. A curb ramp shall have a detectable warning complying with
4.29.2 <http://www.access-board.gov/adaag/html/adaag.htm#9.29.2#9.29.2> The detectable
warning shall extend the full width and depth of the curb ramp.
4.7.8 Obstructions. Curb ramps shall be located or protected to prevent their obstruction
by parked vehicles.
4.7.9 Location at Marked Crossings. Curb ramps at marked crossings shall be wholly
contained within the markings, excluding any flared sides (see Fig. 15 <http://www.access-
board.gov/adaag/html/figures/figl5.htm1> ).
4.7.10 Diagonal Curb Ramps. If diagonal (or corner type) curb ramps have returned curbs or
other well-defined edges, such edges shall be parallel to the direction of pedestrian
flow. The bottom of diagonal curb ramps shall have 48 in (1220 mm) minimum clear space as
1
shown in Fig. 15 (c) <http://www.access-board.gov/adaag/html/figures/figl5c.html> and (d)
<http://www.access-board.gov/adaag/html/figures/figl5d.html> If diagonal curb ramps are
provided at marked crossings, the 48 in (1220 mm) clear space shall be within the markings
(see Fig. 15 (c) <http://www.access-board.gov/adaag/html/figures/figl5c.html> and (d))
<http://www.access-board.gov/adaag/html/figures/figl5d.html> If diagonal curb ramps have
flared sides, they shall also have at least a 24 in (610 mm) long segment of straight curb
located on each side of the curb ramp and within the marked crossing (see Fig. 15(c))
<http://www.access-board.gov/adaag/html/figures/figl5c.html> .
4.7.11 Islands. Any raised islands in crossings shall be cut through level with the street
or have curb ramps at both sides and a level area at least 48 in (1220 mm) long between
the curb ramps in the part of the island intersected by the crossings (see Fig. 15 (a)
<http://www.access-board.gov/adaag/html/figures/figl5a.html> and (b)) <http://www.access-
board.gov/adaag/html/figures/figl5b.html> .
4.8 Ramps.
4.8.1* General. Any part of an accessible route with a slope greater than 1:20 shall be
considered a ramp and shall comply with 4.8. Appendix Note <http://www.access-
board.gov/adaag/html/adaag.htm#A4.8.1#A9.8.1>
4.8.2* Slope and Rise. The least possible slope shall be used for any ramp. The maximum
slope of a ramp in new construction shall be 1:12. The maximum rise for any run shall be
30 in (760 mm) (see Fig. 16 <http://www.access-board.gov/adaag/html/figures/figl6.htm1> ).
Curb ramps and ramps to be constructed on existing sites or in existing buildings or
facilities may have slopes and rises as allowed in 4.1.6(3)(a) <http://www.access-
board.gov/adaag/html/adaag.htm#9.1.6(3)(a)#4.1.6(3)(a)> if space limitations prohibit the
use of a 1:12 slope or less. Appendix Note <http://www.access-
board.gov/adaag/html/adaag.htm#A4.8.2#A4.8.2>
4.8.3 Clear Width. The minimum clear width of a ramp shall be 36 in (915 mm)
Here is the link: http://www.access-board.gov/adaag/html/adaag.htm#9.7
Please feel free to contact me if there are any questions.
Thank you,
Scott Severs
Sr. Engineering Technician
J.W. Morrissette & Associates Engineering Inc., P.S.
1700 - B2 Cooper Point Road SW
Olympia, Washington 98502
(ph)360.352.9456
(fax)360.352.9990
(e-mail) Scott@JWMorrissette.com
Internet Master Business Application
~ Master License Service
(/. ~\,}Department of Licensing
E •., ~~f ~,::-; P O Box 9034
`~~~ Olympia WA 98507-9034
_:
Master Business Application Record of Filing
Page 1 of 5~
Congratulations! The application has been submitted with the following information. Print this page for
your records. This is your receipt.
If you find any mistakes, please enter your corrections on the next screen.
Filing Information
Filing Date and Time: Mar 8 2008 4:50:19:000PM Pacific Time
UBI Issued: Not Issued. To get your number, contact us after 2 business days at
360-664-1400 or mis@dol.wa.gov, or wait 14 days to receive your
license in the mail.
Application Transaction #: 20080685137
(Refer to this number if you ha ve questions about this applicafiorr.)
Credit Card Approval #:
Last 5 digits of Credit Card #:
Credit Card type:
Ownership Structure:
2050238200003322364261
98762
Visa
Purpose of Application
Open/Reopen Business
Ownership Structure
Limited Liability Company (LLC)
Is this application for a business
with a Washington State location? Yes
Will you have employees working
in Washington State within 90
days? No
Federal Employer ID Number
(FEIN):
Unified Business ID (UBI):
Business ID:
Location ID:
Business Location Address:
Business Location City:
State:
Ownership Structure Fallow-up
Have you filed your paperwork
with the Washington Secretary of
State? ~ ~ ~-e ~-~
Legal Business Name: Trump Place Homeowners Association, LLC
Date of Formation:
https://fortress.wa.gov/dol/mis/Main.aspx 3/8/2008
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„ APPLICATION TO FORM A
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FEE: $175
• Please PRINT or TYPE in black ink EXPEDITED (24HOUR) SERVICE AVAILABLE - 520 PER ENTITY
date and return Orl9lnal AND ONE COPY t0:
• Slgn INCLUDE FEE
IVELO pE OLD LETTERS
, ON OUTSIDE OF EN
CORPORATIONS DIVISION FOR OFFfCE USE ONLY
801 CAPITOL WAY SOUTH • PO BOX 40234
OLYMPIA, WA 98504-0234 FILED: 1 I UBI:
• BE SURE TO INCLUDE FILING FEE. Checks CORPORATION NUMBER:
should be made payable to "Secretary of State"
Important! person to contact about this filing Daytime Phone Number (with area code)
CERTIFICATE OF FORMATION
NAME OF JMITED LIABILITY COMPANY (LLC) (Must contain the word "Limited Liabddy
T(~(,tf~ ~Lt~G~ -t~"b~vl~ bcc~~~. Company"'Limited Liability Co " "LL,C."or "LLC')
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EFFECTIVE DATE OF LLC (Specifred effective date may be up to 90 days A ER rece7pt o! the document by the Secretary of State)
Specific Date: on filing by the Secretary of Stale
GATE OF DISSOLUTION (!t applicable) MANAGEMENT LLC IS VESTED IN ONE OR MORE MANAGERS
s ~ No
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NAME AND ADDRESS OF WASH
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LL nvard mail to the LLC; and to immediately notify the Office of the Secretary of State
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075001 19!001
INFORMATION AND ASSISTANCE - 360/753-7115 (TDD - 360/753-1485)
City of Yelm
Community Development Department
105 Yelm Avenue West
P.O. Box 479
Yelm, WA 98597
February 8, 2008
RDS Design LLC
Scott Ritter
2365 48th Ave SW
Tumwater, WA 98512
RE: Trump Plat -SUB-05-0456-YL
Construction Punchlist No. 1
Mr. Ritter:
Please see below for punchlist items that were noted during the final project walk-thru. If you
have any questions please contact Steve Harrington at 360-458-8423. This is a comprehensive
list that includes all departments from within the City.
Water Department:
.~ponre. 1. Irrigation Double Check Valve Assembly needs to be tested and results sent to City of
Yelm Water Dept.
/DaM2. 2. Lots 1 and 2 Raise meter box to final grade, meter setters too high, must be in bottom
third of box, straighten meter setters so meter can be installed, no locate wire in box.
/Da nre. 3. Lots 3 and 4, no locate wire in box.
~L~on--ems 4. Lots 5 and 6 meter setters too high, must be in bottom third of box, no locate wire.
,~o~ 5. Lot 7 raise meter box to final grade, tree appears to be on water service line to setter.
,ipo~,,.~, 6. No Stortz Adapter on fire hydrant at Stella Ct.
,/poi 7. Lots 8 and 9 Clean out meter box and straighten setters so meter can be installed box
may need to be moved back to do this no wire in meter box.
/I~nre~ 8. Lots 12 and 15 clean out meter box and straighten setters so meter can be installed, box
may need to be moved back to do this.
/Qot~4. 9. Lot 13 meter setter too high, must be in bottom third of box, no locate wire.
/~~ 10. Lot 11 clean out meter box and straighten meter setter
/~lre.. 11. Lot 17 meter setter too high must be in bottom third of box, no water to setter.
,~,,~ 12. Lot 10, unable to locate water stub out under sidewalk, no locate wire in box
/Q~~, 13. Lot 14 tree to close to meter setter
/~~ 14. Old fire hydrant needs to be removed from site
//l~av~.e.~ 15. Irrigation control vale is too close to sewer
/paN.2~ 16. All service lines stub outs under sidewalk must be 1" 200 PSI poly pipe, Lots 7,8,9 and
14 are 3/a inch 160PS1
(360) 458-838
(360) 458-31 ~14 FAX
www.ci :velm.wa.us
Sewer Departments:
/~aN~,17. The existing house has been connected to Sewer but the Pump Control Panel was
installed on the side of the house. Our spec. calls for mounting this Panel either on a
garage wall or a remote post. This panel must be relocated.
/~6N.Z., 18. The End of Line Clean Out located at Sta. 2+85.95 needs to have the correct cap
installed.
/fla~.re~ 19. The End of Line Clean Out located at Sta.10+00 must be extended up as high as
possible.
/~oti-ems 20. The Service line into the Carson Box for Lot 11 is not completed. Parts are missing.
/flBRre.~ 21. Toning wire installed with the service lines, from the main line into the Carson boxes
must be exposed in each of the Carson boxes.
Planning Comments:
/D
or~e~ 22. Portion of fence located on Cullens Road adjacent to lot 6 is missing.
,/Dotre.~ 23. Toddler playground and associated landscaping needs to be installed at the end of the
~o be done b~ a• IQ ~
24. cul-de-sac per approved landscape plans.
4x6 pressure treated wood and root barriers are required for all street trees.
/ pox,., 25. Please label a portion of the trees to allow for determination of species.
/>Do~ 26. Please install vinyl fence around storm pond per the civil plans.
/'~o~ 27. All street trees are to be located at least 5 feet from utility boxes.
•ko ~ SPP~PdI a• 14- 28. Hydroseeding is required in the Open Space/ Storm pond areas as well as within all
UJed~~ er Derrl~`
~}i~ u planter strips. Please submit a contract or quote indicting the cost for installation of the
~ ,~ hydroseeding. An assigned savings will be created which will be in the amount equal to
150 percent of the cost of the installation. The assigned savings will need to be signed
and a check will need to be submitted to the City prior to issuing Final Plat. Please
contact Nisha Box for further clarification.
En gineering Comments:
Sc,~edu.Qat~ tA1ed~~,~r 29• Please complete any striping on roadways that may be required. Replace any damaged
UeY' m it~ ~ iv c., or removed striping with new.
~- ~A. -- 30. Landscaping needs to be completed through out the entire plat.
/po~ 31. Finish grading needs to be completed through out the plat.
3. I ~ _- 32. Landscape timbers need to be placed around street trees through out the entire plat.
/ponre~ 33. Root barrier needs to be put in place behind curb (15') and front of sidewalk (15') at
every street tree.
~~, 34. Clean up left over material and debris through out entire plat.
/pm~.;v~ 35. Patch trench in road at the intersection of Trump Ave. & Stella Ct. This is to be
completed per City of Yelm Standards.
/~av~
~~ 36. Fine Grade behind sidewalk, 1" below top of sidewalk elevation.
See d
IPd merito 37. Handicap ramps need curbing on both sides. Per City of Yelm Standards.
/Q~. 38. Completion of utilities and backfill trenches.
3.14 - 39. Clean sidewalks.
3- ~ ~} ~ 40. Hydroseed the required areas of plat per plans.
3 • ~ 4 ~~ 41. Hydroseed storm pond area per plans.
/~~ 42. Place fence around storm pond and 1- 3' wide walk through gate with padlock.
'
43. Place fence around storm pond and 1- 10
double gate with padlock.
/~dvl~ 44. Fix driveway to existing house.
// ~ov~sc~ 45. Place an asphalt ramp at end of sidewalk to the street on Longmire around sta. 10+00.
/D ~~ 46. Clean out all storm sewer catch basins.
February 8, 2008 Page 2 of 3
~~~- 47. Clean and sweep streets.
/j~w.n, 48. Fix cracks in curbs at various locations on plat.
/~dv._¢_ 49. Complete open spaces, play ground and picnic areas.
/~, 50. Storm Pond Outlet Protection needs to be completed per plans.
If you have any additional questions or comments please do not hesitate to call or contact me at
jimg@ci.yelm.wa.us.
Community Development Department
Respectfully,
~.: - ,
,Jim Gibson P.E.
~~!~ Development Review Engineer
cc. Scott Ritter
enc.
February 8, 2008 Page 3 of 3
~4
THE
,ate°~ p~z City o f Yelm
o°P. ~ Community Development Department
P.O. Box 479 -105 Yelm Avenue West
Yelm, WA 98597
YE M (360) 458-3835 (Phone) - (360) 458-3144 (FAX)
Project Name Trump Plat
Project Type Sub Division /Plat
Project Number SUB-05-0456-YL
Inspection Start Date: June 5, 2007 Project Completion
Roadway Construction
Inspection Type: Visual or mechanical as
necessary
Inspection Frequency: 24 hour notice
Inspection Types
S'
Subgrade 1° r j `~' ~ 1 ~~
Curb ~ 1 ' ~ -'~ 1 ~
Ballast
^ ~
~ ~ ~~' "~ 1 r~
~-~
Top Coarse ~ 1 I ' I`1 ` ~ ~ `'-~~~
Roadside Construction
Inspection Type: Visual
Inspection Frequency: 24 ho ur notice
Inspection Types
Dry Utility Ditch 0 '~- - J~=7~ ~ ~'
Sidewalk ~ ~ - I '7
Planter Strips ~ c~ - ~'~ '~
r
Street Trees ^ `~5 I ~ • l -b
;'1
Street Lights ~ `~ ~ ~^~ "~l
~
Street Signs ~ ~ 2 ~ _a b ~ o~
Street Monuments a~ i ` 2 - °~ ~~
Irrigation Systems ^ _ ,,1
Mail Boxes ^ 1 ' - ~ n - v
Storm Water Construction
Inspection Type: Visual
Inspection Frequency: 24 hour notice
Inspection Types ~,
Structures ~ ~~-2_ r -~-1
Piping ~ .5-22-.x,_1 --S
NOTE: The Water and Sewer System must
be inspected and signed off (Box checked,
initialed and dated) by the appropriate
department before this card can be deemed
as being complete and signed off.
Water System: ~ ~ :inspections will be completed by the Public Works Department.
Phone (360) 458-8412 to schedule water inspections 24 hours in advance.
Sewer System: ^ :inspections will be completed by the Public Works Department.
Call (360) 458-8411 to schedule sewer inspection 48 hours in advance.