HomeMy WebLinkAboutPermit L05-052 - GREWAL SUKHBIR - SHORT PLATL05 -052
GREWAL SHORT PLAT LAND DIVISION LAND DEVELOPMENT
4614 S 148 ST
20060613001197
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City Clerk
City of Tukwila
6200 Southcenter Boulevard
Tukwila, WA 98188
111111 llH 11111111
CITY OF TUKWIL MISC 35.00
PAGE001 OF 004
08/13/2008 12:22
KING COUNTY, WA
Above this line reserved for Recorder's use
NO PROTEST LOCAL IMPROVEMENT DISTRICT
FRONTAGE AND UTILITIES
1
V
Grantor: Gurdip Singh and Sukbir Kaur Grewal Singh
Grantee /Beneficiary: CITY OF TUKWILA, a municipal corporation of King
County, Washington.
Document Reference Number(s): L05 -052 Short Plat
Section/Township /Range: NE 22 23 04
Assessor's Tax Parcel Number(s): 004000 -0695
Abbreviated Legal Description:
Plat Lot 19 Plat Block 5 Adams Home Trs.
• •
No Protest Local Improvement District
Frontage Improvement
This AGREEMENT, entered into this to day of Ma'`') , 20 a ,
by and between Gurdip Singh and Sukbir Kaur Grewal Singh, hereinafter referred
to as GRANTOR(S), and the CITY OF TUKWILA, a municipal corporation of King
County, Washington, hereinafter referred to as GRANTEE, is as follows:
1. The Grantor is obligated to participate in funding future frontage and utility
improvements, and the owner waives the right to protest L.I.D. or U.L.I.D.
formation, the Grantor will pay a proportionate fair share based on unit
construction costs for the frontage and utility improvements, if the City
proceeds with construction.
2. So that the Grantor can remove encumbrance from the property caused by this
requirement, the Grantor can pay the City the Grantor's pro -rata share for
projected costs. These costs will be made available to the Grantor upon written
request to the Public Works Director.
3. This agreement shall be binding upon the parties, their respective heirs, legal
representatives, assignees, transferees and successors, and runs with the
land.
4. The City Clerk shall record this agreement with the King County Auditor as
required by RCW Chapter 35.91. The City will pay the cost of said recording.
No Protest Local Improvement District
Frontage
Page 2 of 4
GRANTORS:
DATED this /0.4 day of May , 2001
COUNTY OF KING
STATE OF WASHINGTON
Gurdip Singh
Sukbir Kaur Grewal Singh
ss.
On this /OA day of /4Q y , 200_6_, before me a Notary Public in and for
the State of Washington, personally appeared 6urchp Sin cchd
Sukhbir Jautr &reuJta/ , to me known to be the
2Lclii 6ys of z/6/ So u.#7 Izaiii Street , a
residence, GefpeFatien that executed the foregoing instrument, and
acknowledged it to be the free and voluntary act of said eerperetion, for the uses
and purposes mentioned in this instrument, and on oath stated that he/she -was
authorized to execute said instrument. Th were,
IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year
first above written.
`�,�......... r C /1 .� . . -f c
r
� . OFg,�� (, ��� Name: Aii A .beac y
ON
t• • • S A I F -1, - ,,
(se : o NOTAg % , NOTARY PUB in and for the State of Washington,
PUBLIG ._
residing at Rentr)n
u)
• , fi i i >• 6 16 -0$ .••' c:;• z"
'i ,;c W ASN ` � = My commission expires: 6- /6-08
No Protest Local Improvement District
Frontage
Page of
This Agreement is hereby executed and in full force and effect on the date first written
herein, l,
DATED this / T )' `
GRA CITY OF TUKWILA
c r i t vev\ 4\
Mayor
ATTEST: rr
(F)1 City Clerk
STATE OF WASHINGTON )
COUNTY OF KING
Approved as t rm.
�• 7
Attorney for the City of Tukwila
• •
I•Jame:
day of fl ? ,(, , 200
s s.
On this / lS 44\ day of Ma a 4,1 , 200 6, before me a Notary Public in and for the State
of Washington, personally appeared 6 - fri 1Y Mal 10- ,
('.hrl Q r'"/the+'-1-v , and � , to me known to be
the individual ) that executed th$ foregoing instrument, and acknowledged it to be the free and
voluntary act of said individual(s), for the uses and purposes mentioned in this instrument, and on
oath stated that he /she /they was /were authorized to execute said instrument.
IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year II
(
klarocA
first above written.
a`:i' 1
‘11%
t _ wt F . 1 ° r
j7,
ea _ , N ': NOTARY PUBLIC, in and for t e State of Washin
• ,r,. \ c residing at T _ 1A) ) . 1Gt.
fl cn y J
�
My commission expires: l ✓ 0 8
No Protest Local Improvement District
Frontage ,, 11
Page of vt
on,
From: Alan Metzler
To: Carol Lumb
Date: 5/17/06 6:31AM
Subject: Grewal, L05 -052
Carol, homes built on lot #'s 3 and 4 will need to be sprinklered as they will exceed the maximum distance
of 250 ft. from the nearest hydrant measured via vehicular travel.
Per your voicemail message, fire flow is adequate so homes on lot #'s 1 and 2 would not require
sprinklers.
Thanks,
Al
CC: Alan Metzler
•
LorN 5GT -44 OK
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May 16, 2006
•
City of Tukwila
Department of Community Development Steve Lancaster, Director
MEMORANDUM
TO: Jim Morrow via Jill Mosqueda
Nick Olivas via Don Tomaso
Richard Takechi, Finance Department
FM: Carol Lumb, Senior Planner e ""'
RE: Grewal Short Plat, L05 -052
The above referenced short plat is ready for final approval.
Attached are the documents for recording. Please review these materials and indicate
your approval by putting your initials next to your name below. If you do not approve,
indicate any additional requirements below. Please do not fold the short plat documents.
If you have questions, please call me at 431 -3661. Thanks very much.
Approved by Jim Morrow (initials)
Approved by Nick Olivas - (initials)
Approved by Richard Takechi initials)
Attachment: Short Plat Map and Legal Descriptions
CL Page l of l
q; \Grewal Short Plat/L05 -052 Grewal SP Final Approval . doc._
Steven M. Mullet, Mayor
05/16/2006 12 PM
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206= 431 =3670 • Fax: 206 - 431 -3665
Jill Mosqueda`- Gary Singh 4614 S. 148th.
From: Ryan Larson
To: Jill Mosqueda
Date: 5/3/06 11:57AM
Subject: Gary Singh 4614 S. 148th St.
- Ryan
I talked with Gary Singh several weeks ago concerning the total footprint size of the houses for the subject
development. I agreed that the house size could be increased if additional detention was provided. A
proposed infiltration trench size based on total roof area was included on the plans and was consistent
with the 98' King County Manual requirements. Unfortunately, the note on the plans stating the maximum
house size was not revised. I am in agreement that the total footprint of the houses can be increased as
proposed by Mr. Singh.
Page 1
October 19, 2005
Ms. Sukhbir K. Grewal
4224 S. 148 Street
Tukwila, WA 98168
Dear Ms. Grewal:
•
City of Tukwila
Steven M Mullet, Mayor
RE: L05 -052 Proposed Short Plat at 4614 S. 148 Street
•
Department of Community Development Steve Lancaster, Director
The Short Subdivision Committee has completed review of your short plat application (No. L05-
052), and determined that it complies with all applicable City code requirements. The City's SEPA
Responsible Official has previously determined that this application does not require a SEPA
threshold determination because it is categorically exempt.
This letter serves as the Notice of Decision per TMC 18.104.170. Based on the latest project
submittal, preliminary approval is granted subject to the conditions stated below.
There are three basic steps in the short plat approval process:
1. Preliminary Approval
This letter constitutes your preliminary approval. The application was reviewed by the
Tukwila Short Subdivision Committee and approved with conditions. The conditions
imposed are to ensure the short plat is consistent with the Criteria for Preliminary Approval
listed at TMC 17.12.020 C in the Tukwila Subdivision Code.
PRELIMINARY APPROVAL CONDITIONS
1. Extension of the sewer and water lines to the Tots shall be approved by the appropriate
utility. As -built plans shall be provided to the Public Works Department with the Final
Short Plat materials.
2. The following changes must be addressed on the final survey plat:
a. Existing carport and shop, garage, and shed must be demolished, therefore do not
show on the final short plat map.
b. Dash in required setbacks for structures to be built on the site.
c. Provide the following note on the short plat: "Lots 2 -4 are responsible for the
maintenance of the private access easement."
d. Provide the following note on the short plat: "Lots 2 -4 are responsible for the
maintenance of the stormwater collection system. The system shall be maintained
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6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665
Ms. Sukhbir K. Grewal
Short Plat L05 -052
October 19, 2005
Appeal materials shall include:
• •
according to the Operation and Maintenance Manual a copy of which will be
provided to each lot purchaser."
e. Provide the following note on the short plat: "Lots 2, 3, and 4 are limited to a total
of 7,274 square feet of impervious surface with a maximum of 2,425 square feet of
impervious surface per lot. Impervious surface includes driveways, decks and all
building footprints."
f. The corrections noted on the attached marked up short plat must be made to the final
short plat documents.
3. Submit a set of recording documents in either legal or record of survey format that meet the
King County Recorder's requirements. The surveyor's original signature must be on the
face of the plat.
APPEALS
This short plat approval decision may be appealed to the Hearing Examiner. In order to appeal the
decision, a written notice of appeal must be filed with the Department of Community
Development within 21 days of the issuance of the Notice of Decision (08/31/05). The
requirements for such appeals are set forth in Tukwila Municipal Code 18.116. If no valid
appeals are filed within the time limit, the decision of the Department will be final.
1. The name of the appealing party.
2. The address and phone number of the appealing party; and if the appealing party is a
corporation, association or other group, the address and phone number of a contact
person authorized to receive notices on the appealing party's behalf.
3. A statement identifying the decision being appealed and the alleged errors in the
decision. The Notice of Appeal shall state specific errors of fact or errors in
application of the law in the decision being appealed; the harm suffered or
anticipated by the appellant, and the relief sought. The scope of an appeal shall be
limited to matters or issues raised in the Notice of Appeal.
Any appeal shall be conducted as an open record hearing before the Hearing Examiner. The
Hearing Examiner's decision on the appeal is the City's final decision. A party who is not
satisfied with the outcome of the administrative appeal process may file an appeal in King
County Superior Court from the Hearing Examiner's decision pursuant to the procedures and
time limitations set forth in RCW Chapter 36.70C.
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y:1L05 -052 Grewal Short PIat\Prelim Approval.doc
Ms. Sukhbir K. Grewal
Short Plat L05 -052
October 19, 2005
2. Final Approval
The next steps for you are to:
a) Obtain approval for the Public Works permit and construct the civil infrastructure.
Civil site plans shall be designed per City of Tukwila standards, details and
specifications. See below, "Public Works Permit" for additional details on what
materials must be provided as part of the Public Works permit.
b) Record the ingress, egress & utilities easement.
c) Record the Maintenance Agreement.
d) Submit the necessary short plat documents (survey, legal descriptions, and other
required paper work). The documents must meet the King County Recorder's
requirements. The surveyor's original signature must be on the face of the plat. The
recording numbers for the easement and agreement must be on the plat.
Public Works Permit Information:
The following elements shall be addressed with the permit application to install infrastructure
improvements. Please contact Jill Mosqueda at 206 - 431 -2449, if you have any questions. Your
application to install infrastructure will be deemed incomplete without the following.
General
1. The engineer's estimates provided September 26, 2005 are based on outdated Public Works
Bulletins. Please provide engineer estimates using current prices. Include all infrastructure,
regardless of the owning agency.
2. Provide one engineer's estimate for all work in the right -of -way and one estimate for on -site
work.
Frontage
3. Show location(s) and detail for the mailboxes.
4. Show location and detail for the street name sign and "private road no outlet" signs.
Surface Water
5. The submitted plans and calculations were reviewed by the Senior Surface Water Engineer,
Ryan Larson (206- 433 - 0179). (KCSWDM refers to the 1998 King County Surface Water
Design Manual.). The following corrections must be made when submitting plans for the Public
Works permit:
a. The Senior Surface Water Engineer calculated a 100 -year peak flow rate of 0.161 CFS
for the infiltration system on the roadway. The applicant's engineer calculated 0.094.
Additional information will need to be provided to justify the flow rate provided.
b. The applicant's engineer sized the infiltration pipe based on a 2' width and a 3' depth to
obtain a required length. This length was then reduced by increasing the trench width by
a factor of 5 and reducing the overall length by the same factor. This method ignores any
infiltration that occurred in the sides of the original 2' trench and assumes that all
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q: \L05 -052 Grewal Short Plat \Prelim Approval.doc
Ms. Sukhbir K. Grewal
Short Plat L05 -052
October 19, 2005
• •
infiltration is through the bottom. This assumption is not correct. The infiltration system
will need to be sized based on the actual width proposed. •
c. Sizing of the infiltration system is for the roadway only. Rooftops and driveways of the
proposed houses will require separate infiltration systems. The overall infiltration area
must meet the Small Site Requirements concerning impervious area. The applicant's
engineer calculated the remaining area after the roadway is subtracted out to be 7,274 SF
or 2,425 SF per house. As a result, the new lots will be limited to a total 2,425 square
feet of impervious area per lot.
6. The Operations and Maintenance Manual must include a site plan showing what will be
maintained. It must include a clear description of what will be jointly maintained and
what will be maintained separately by each property owner. This distinction must be
shown clearly on the drawing.
Utilities
6. The plans shall show all utilities, including sewer, water, storm drainage, power, cable,
etc., from the point of connection to the stub -out.
7. Plans shall show locations, sizes, materials, invert elevations, etc.
8. All utilities and power shall be underground from the point of connection onto the site.
9. The plans shall show location and dimensions of all pavement cuts and cross section of
the proposed repair /patch /overlay method.
All taxes and fees assessed against the property must be current prior to final approval. Please
check with the King County Assessor's Office and the City of Tukwila Finance Department prior
to submitting the final short plat.
After the documents have been found to be in order, and the all of the requirements of the short plat
have been met, the Chair of the Short Subdivision Committee will sign your short plat, which
constitutes a grant of final approval.
Expiration
The final approved short plat must be filed with the King County Department of Records by one
year from the date of this preliminary approval, October 19, 2006 or the application will expire.
The City may grant a single one -year extension if requested in writing prior to the expiration date.
3. Recording
The signature of the Chairman of the Short Subdivision Committee on the final short plat
documents certifies that your short plat application is ready for recording. It is your
responsibility to record the City approved short plat documents with the King County
Department of Records. You will need to pay the recording fees and submit your approved
original short plat to King County. See the Recording Procedures handout. The short plat is
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q:1L05 -052 Grewal Short PIat\Prelim Approval.doc
Ms. Sukhbir K. Grewal
Short Plat L05 -052
October 19, 2005
Sincerely,
• •
not complete until the recording occurs and copies of the recorded documents are provided
to the Department of Community Development.
After recording, the County returns the recorded original to the City of Tukwila within 4 -6
weeks, at which time your short plat is considered complete. You can shorten this
processing time by hand - delivering a copy of the recorded short plat to the project planner.
In many circumstances, building permits on the short platted property may not be issued
until a copy of the recorded short plat (or original) is returned to the Department of
Community Development.
If you have any questions, please contact Carol Lumb, Senior Planner, at 206 - 431 -3661, or for
questions about Public Works requirements, contact Jill Mosqueda, Development Engineer, at
206 - 433 -0179.
Steve Lancaster
Chair, Short Subdivision Committee
Enclosures: Operation and Maintenance Manual for Stormwater Collection and Detention
System
Development Bulletin 1 C, Engineer Estimate and Bond Quantity
Drainage and Private Road Maintenance Covenant
Red -lined Short Plat
cc: Jim Morrow, Public W s Director — (please initial your approval)
Nick Olivas, Fire Chief ( se initial your approval)
King County Assessor, Accounting Division
Val Vue sewer district
Water District 125
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q: \L05 -052 Grewal Short Plat \Prelim Approval.doc
Dept. Of Community Development
City of Tukwila
AFFIDAVIT OF DISTRIBUTION
I, 4__NEREBY DECLARE THAT:
LAS, ait/L.-
Notice of Public Hearing
Determination of Non - Significance
Project Name: (
Notice of Public Meeting
Project Number: 1 --0 5-0 9
Mitigated Determination of Non -
Significance
Person requesting mailing: CeJLA45 t1&1b'z'ik,
Board of Adjustment Agenda Pkt
Determination of Significance & Scoping
Notice
Board of Appeals Agenda Pkt
Notice of Action
Planning Commission Agenda Pkt
Official Notice
Short Subdivision Agenda
Notice of Application
Shoreline Mgmt Permit
Notice of Application for Shoreline Mgmt
Permit
_
FAX To Seattle Times
Classifieds
Mail: Gail Muller Classifieds
PO Box 70 - Seattle WA 98111
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year 209
P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM
Project Name: (
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Project Number: 1 --0 5-0 9
Mailer's Signature: YUCad ► ok 4
Person requesting mailing: CeJLA45 t1&1b'z'ik,
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Was mailed to each of the addresses listed on this 2-(e day of E .in the
year 209
P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM
•
0 CLOSE FILE 0 COPY
O MAKE FILE
O AFFDAVIT 0 MAKE COPIES
0 , 1 MAILING 0 FAX 0 OTHER
O RETURN ORIGINAL TO PLANNER (1 9
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DATE DUE:
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SPECIAL INSTRUCTIONS:
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1. Surface Water
Permit #: L05 -052
Project Name: Grewal Short Plat
Review #: 2
Date: 10.05.2005
References: L05 -046
Reviewer: L. Jill Mosqueda, P.E.
projects /short plats /I05 -052 grewal #2
CITY OF TUKWILA
PUBLIC WORKS PROJECT REVIEW COMMENTS
RESOURCES:
http://www.ci.tukwila.wa.us/pubwks/
Development Guidelines and Design and Construction Standards
The City Of Tukwila Public Works Department (PW) has the following comments
regarding the Public Works elements of this project. Please contact me at
206.431.2449, if you have any questions.
Preliminary approval with the following conditions.
Please address the following concerns when applying for the Public Works
Permit.
The submitted plans and calculations were reviewed by the Senior Surface Water
Engineer, Ryan Larson. (KCSWDM refers to the 1998 King County Surface
Water Design Manual.)
a) I calculate a 100 -year peak flow rate of 0.161 CFS for the infiltration
system on the roadway. Bruce MacVeigh calculated 0.094. Additional
information will need to be provided to justify the flow rate provided.
1
• •
b) Bruce MacVeigh sized the infiltration pipe based on a 2' width and a 3'
depth to obtain a required length. This length was then reduced by
increasing the trench width by a factor of 5 and reducing the overall
length by the same factor. This method ignores any infiltration that
occurred in the sides of the original 2' trench and assumes that all
infiltration is through the bottom. This assumption is not correct. The
infiltration system will need to be sized based on the actual width
proposed.
c) Sizing of the infiltration system is for the roadway only. Rooftops and
driveways of proposed houses will require separate infiltration systems.
The overall infiltration area must meet the Small Site Requirements
concerning impervious area. Bruce MacVeigh calculated the remaining
area after the roadway is subtracted out to be 7,274 SF or 2,425 SF per
house. This should be made a requirement of the Short Plat.
2. Engineer Estimates provided are based on outdated Bulletins. These
Bulletins were "retired" over two years ago. Please provide engineer
estimates using current unit prices.
a) With the Public Works permit, provide an engineer's estimate for
installation of improvement onsite. Include all infrastructure,
regardless of the owning agency.
b) With the Public Works permit, provide an engineer's estimate for all
work in the right -of -way.
3. Frontage
a) Applicant shall complete a No Protest Local Improvement District
(TMC 17.20.030.C.6.d.3.)
b) The plans shall show location and dimensions of all pavement cuts
and cross section of the proposed repair /patch /overlay method.
4. Comments on documents for recording:
a) The access easement and maintenance agreement and the
Operation and Maintenance Manual must be in recordable format. All
text and drawings must be clear enough that they will be legible
following recording at King County and the margin requirements must
be met.
b) The Operations and Maintenance Manual must include a site plan
showing what will be maintained. It MUST include a clear description
of what is jointly maintained and what is privately maintained. This
separation must show on the drawing.
projects /short plats /I05 -052 grewal #2 2
• •
Don
From: Donald Tomaso
To: Brenda Holt; Carol Lumb; Jill Mosqueda
Date: 9/27/05 12:33PM
Subject: L05 -052
I have allowed Mr. Singh to modify his hammer head turn around by reducing two of the legs to 45. This
should help reduce the impervious surface areas, questions let me know.
•
September 22, 2005
Bruce S. MacVeigh, P.E.
Civil Engineer /Small Site Geotechnical
14245 59 Ave. S.
Tukwila, WA 98168
Office: (206) 242 -7665 Fax: Same
Subject: Technical Information Report (TIR) for Sidhu Homes, Inc. 4 -Lot Short Plat,
4614 S. 148th Street, Tukwila, WA 98168
Table of Contents:
Technical Information Report (TIR) Worksheet (attached as- eevef)
Project Overview
Conditions and Requirements Summery
Off Site Analysis
Flow Control and Water Quality Facility Analysis and Design
Conveyance System Analysis and Design
Special Reports and Studies
Other Permits
ESC Analysis and Design
Bond Quantities, Facility Summaries and Declarations of Covenant
Operations Manual
Project Overview:
RECEIVED
COMMUNITY
®EVELOPMENT
The proposed project will create a total of four single family residential building lots. A
new 20 foot wide paved private road to serve an existing residence and the three future
residences will be constructed along the east side of the property to allow access. A 20
foot wide turnaround will be provided between the two middle Tots. The existing lot is
approximately 126 feet wide east -west and approximately 310 feet north- south, with an
area of 0.89 acres. The site is located on the north side of S. 148th Street in the 4600
block in Tukwila, Washington. The existing residence and associated lawn area is
located at the south central end of the parcel, and is to remain.
The existing site slopes to the east across the frontage, with a relatively uniform down
slope to the north of typically about 2 to 5 percent. Site cross slopes to the east vary
from 5 to 10. Localized grading around the existing house allows fawned access to the
rear of the property. The area east and downhill from the site is meadow /lawn around
an existing house.
The private road storm drainage system will not collect flows from the roofs and
driveways of the new residences. They will infiltrate on each lot using separately
1
designed and sized systems based on Small Site Criteria, and KCRTS infiltration
calculations. The system addressed in this evaluation will infiltrate the private road and
incidental on -site and off- site lawn areas. The soils on -site have been percolation
tested and been found suitable. All flows from vehicular areas will pass through catch
basins with tees prior to entering the private road infiltration trench located in the central
area of the private road.
Conditions and Requirements Summery:
• •
The infiltration trench is sized for a 100 -year storm event in order to meet or exceed
Level 2 control guidelines in the KCSWM Manual.
The soils in the area of the trench have a measured average percolation rate of 8.75
minutes per inch. Since no overflow is possible, a safety factor of 2 is applied to the
percolation rate. In addition, due to the variability of soil found on site and in the
neighborhood in general, and additional safety factor of 2 will be further applied for
design purposes. The resulting design infiltration rate is 35 minutes per inch.
When the infiltration systems are designed in the future for the three new houses,
percolation rates will be applied using the nearest percolation tested location, and with
the above safety factors applied.
Runoff from the new private road impervious areas will be retained and infiltrated using
KCRTS methodology and construction standards given in Appendix C of the Manual.
Post development water quality factors will include the 6 inch tees in all catch basins
prior to water reaching the infiltration trench.
Off -Site Analysis:
At present practically no surface runoff from the site flows beyond its borders due to the
surface vegetation and porous surface soils. The proposed drainage system will
continue or improve this condition. Based on site topography, only backyard lawn areas
of off -site runoff enter the site from the west. These areas were accounted for in sizing
the private road trench.
Flow Control and Water Quality Facility Analysis and Design:
As referenced above, the flows from the impervious surfaces will be retained and
infiltrated on -site in an underground trench designed for a 100 -year post development
rate. Sizing of the infiltration trench is based on the actual percolation tests performed
in the area of the proposed trench, with a safety factor of 4 applied. Drainage standards
2
Conveyance System Analysis and Design:
Special Reports and Studies:
Other Permits:
ESC Analysis and Design:
is excluded.
Operations and Maintenance Manual:
• •
are per Appendix C of the KCSWM Manual. The method of analysis is KCRTS.
Calculations are attached.
The 6 inch PVC line connecting the common driveway catch basins is the perforated in-
trench line and is placed level.
No special reports or studies were done for this site. The soils were evaluated originally
on December 20, 2004 with four soil Togs. The percolation rate for design was further
evaluated on September 14, 2005. The results of these evaluations are shown on the
plan and have been included in the attached calculations.
The installation of the private road and the infiltration trench will be built or bonded prior
to the approval of the short plat. A permit will be required. Simultaneously, the
driveway installation and some utility connections in S. 148th Street will require a
separate right -of -way permit.
The design and installation of drainage lines associated with the individual new
residences will be incidental to the residential permits..
As noted above, the site is small and warrants only the normal placement of standard
filter fence along the downhill limit of clearing and a rock construction entrance. These
measures are temporary and for use during construction only.
Bond Quantities, Facility Summaries and Declaration of Covenant:
City of Tukwila standard bond calculation sheets are provided for both on -site and off -
site improvements. Construction to take place as part of future residential construction
A facility operation /maintenance manual is provided, attached to this report.
3
•
Questions relating to this report may be made directly to this office.
Bruce S. MacVeigh, P.E.
Civil Engineer
EXPIRES: 4/24/ 07
•
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//‘/,-�
King County Department of Development and.Environmental Services ,
TECHNICAL INFORMATION REPORT (TIR) WORKSHEET '•
COMMUNITY
_LOPMENT
Part ,i PFOJECTOWNEA,kAND_
PROJECTrENGINEER
Project Own
Sipuv por"►ES IMC,
Address
422_4 3 /4 8 7 !'
e wiz 4, WA '7e /6 8
Phone
(zo6) 244 -19vo
Project Engineer
is2ut£ S, / 4:41, R4.
Gen►RaRy 9Z4S 55Z& 4✓e.S,
77-'k' V/I 4 W.4 ?ma e
Address/Phone (z 06) ' z - 76 GS
Part 3;• :oPEOE4P?ERMIT ,
:APPLICATION
Subdivison
ort Subdivision
Grading
Commercial
Other
Part 6 SITETCHARACTERISTIC .
River
Stream
Critical Stream Reach
Depressions /Swales
• Lake
•
Slop 5/D 7v
1
RECEIVED
I arti2 F P.R,OJECT LOCATION.AND
• )dES AIPTION
IDEV
Project Name
Si. o N t 6F v i-teFs //./c 4 -147
Location
Township a ¢
Range Z 3 A/
A Section Z'2-
Part k? .HER-REMIEW.S
DFW HPA
COE 404
DOE Dam Safety
FEMA Floodplain
COE Wetlands
Shoreline Management
Rockery
Structural Vaults
Other
Floodplain
Wetlands
Seeps /Springs
High Groundwater Table
Groundwater Recharge
Other
Part T ;SOILS.
Soil Typ
5
� /d/
Slopes
Additional Sheets Attached
Erosion Potential
Erosive Velcoties
Par 8V. _DEUELOPMENT'LIMF -:
REFERENCE
Ch. 4 — Downstream Analysis
A//1
6 -//t// 7/e ,
0/7- ?rte
Additional Sheets Attached
Part:9:.;IESC : :REQUIF EMENT,
q'.
.MINIMUM ESC REQUIREMENTS
DURING CONSTRUCTION
S edimentation Facilities
tabilized Construction Entrance
rimeter Runoff Control
Clearing and Graing Restrictions
Cover Practices
Construction Sequence
Other
LIMITATION/SITE CONSTRAINT
:1
MINIMUM ESC REQUIREMENTS
,� AFTER CONSTRUCTION
h t ilize Exposed Surface
move arse Temporary ESC Facilities
Clean and Remove All Silt and Debris
Ensure Operation of Permanent Facilities
FIag,Limits of SAO and open space
preservation areas
Other
•
: Part i 11 =�- R U CTU RAL:ANALYS
Cast in Place Vault
Retaining Wall
Rockery > 4' High
Structural on Steep Slope
Other
'-P art UREACE•.WATER:SY
Grass Lined
Channel
pe System
Open Channel
Dry Pond
Wet Pond
Tank
Vault
Energy Dissapator
Wetland
Stream
Facility Related Site Limitations
Reference Facility Limitation
X//2
filtration
Depression
Flow Dispersal
Waiver
Regional
Detention
Method of Analysis
KG72 7 5
Compensation/Miti gati
on of Eliminated Site
Storage
N/A
Brief Description of System Operation l//'» � RoA £ /IV , t/ 1
/2 f is / 5/i
Y.E?art t� 2 EASEMENTS R ACTS:
e Easement
Access Easement
Native Growth Protection Easement
Tract
Other
Part `:13 ;: SIGNATURE`OF PROES$IQNAh G
I or a civil engineer under my supervision my supervision have visited the site. Actual site
conditions as observed were incorporated into this worksheet and the attachments. To the best of
my knowledge the information provided here is accurate: •
ENGINEER
DEVELOPER
Name ,52AlirE r, Vi wt .; P. 0".
Name 53 D1.10 1I0 07 4 + /ft G,
Firm ••-
r•
Firm
Address /4 4 9?' 4 S
Address 47-2-4 Si /48 to ,
Tvr�tk /L.4 W4 99 /68
'1 4) Al 76
?v,�W W
Phone (206) Z4 764S
Phone (ZD () 2 44 — 76 GS''
DESIGN INFORMATION
' , INDIVIDUAL BASIN
A B • .
C
D
Water Quality design flow
x / {r
Water Quality treated volume or wetpond Vr
/ r �f'"
KING COUNTY, ASHINGTON, SURFACE WATER DESIGN MANUAL
STORMWATER FACILITY SUMMARY SHEET
S/ Pi Al N w+-OS XA e-,
Development - L 07 52i -i-7 PL A Date 2,7 Sip � f
Location
46/4 s /tee 7 2 1 - s> AM ..i w,4
Developed Site: Acres t c4 y
Number of lots 4
Number of detention facilities on site:
po s
aults
tanks
Flow control provided in regional facility (give location) N/
No flow control required //y /// Exemption number
Downstream Drainage Basins
Number & type of water quality facilities on site:
biofiltration swale (regular /wet/ or
continuous inflow ?)
combined detention/WQ pond
(WQ portion basic or large ?)
combined detention/wetvault
compost filter
filter strip
flow dispersion
farm management plan
landscape management plan
1998 Surface Water Design Manual
Number of infiltration facilities on site:
s
aults, 7 / /L '7.P •
tanks 7726/Yc.
1
P
Basin A
Basin B
Basin C
Basin D
Immediate
Major Basin
.sand filter (basic or large ?)
sand filter, linear (basic or large ?)
sand filter vault (basic or large ?)
stormwater wetland
wetpond (basic or large ?)
wetvault
ater separator (baffle or c escing plate ?) .
catch basin inserts: Curer 6 p ' 711 5
pre - settling pond
pre- settling structure: Manufacturer
flow - splitter catchbasin
2Z So /''e..9
",0/7
RECEIVED
COMMUNITY
DEVELOPMENT
9/1/98
DESIGN
INFORMATION, cont'd
TOTAL
INDIVIDUAL BASIN
Drainage basin(s)
Onsite area
A
B
C
D
D, 4
Offsite area
O • / l A (--
Type of Storage Facility
Live Storage Volume
Predeveloped Runoff Rate
2 -year
10 -year
NM
100 -year
Developed runoff rate
2 -year
1
00 -ye
i O 4'y
Type of restrictor
Size of orifice/restriction
No. 1
No. 2
i cii 4 41
No. 3
P
No. 4
KING COUNTY, WASHINGTON, SURFACE WATER DESIGN M UAL
FLOW CONTROL & WATER QUALITY FACILITY SUMMARY SHEET SKETCH
All detention, infiltration and water quality facilities must include a sketch per the following criteria:
1. Heading for the drawings should be located at the top of the sketch (top right -hand corner).
The heading should contain:
• North arrow (point up or to left) • D9#
• Plat name or short plat number . • Address (nearest)
• Date drawn (or updated) • Thomas Brothers page, grid number
2. Label CBs and MHs with the plan and profile designation. Label the control structure in writing or abbreviate
with C.S. Indicate which structures provide spill control.
3. Pipes -- indicate:
Pipe size
Pipe length
Flow direction
Use s single heavyweight line
4. Tanks— use a double, heavyweight line and indicate size (diameter)
5. Access roads
• Outline the limits of the road
• Fill the outline with dots if' the road is gravel. Label in writing if another surface.
6. Other Standard Symbols:
• Bollards: O O O O • • • •
• Rip rap 000000
000000
Fences -- x-=- ic--- x--- x-- x- - -x --- ,
• Ditches —D- - -D - -- -D - - -D
7. Label trashracks in writing.
8. Label all streets with the actual street sign designation. If you dpn't know the actual street name, consult the plat
map.
9. Include easements and lot lines or tract limits when possible.
10. Arrange all the labeling or writing to read from left to right or from bottom to top with reference to a properly
oriented heading.
11. Indicate driveways or features that may impact access, maintenance or replacement.
9/1/98 1998 Surface Water Design Manual
Operation and Maintenance Manual for Stormwater
Collection and Detention System
Sidhu Homes, Inc. 4 -Lot Residential Short Plat
4614 S. 148th Street, Tukwila, WA 98168
Table of Contents:
Operations of System
Inspection Checklist
V
ptember 22, 2005
1.-c6-06a
/R,9/
�
ckq)r j)(9 1 Prepared by
Bruce S. MacVeigh, P.E.
Civil Engineer
14245 59 Ave. S.
Tukwila, WA 98168
Cr Office: (206) 242 -7665 Fax: Same
RECIEIVED
DEVELOPMEN
RECEIVED
SEP26
TUKWILA
PUBLIC WORKS
EXPIRES: 4/24/ 07
CITY OF TUKWILA
or s Depar
206- 433 -0179
DEVELOPMENT B,ULLETIN 1C
ENGINEER ESTIMATE AND BOND QUA
Approved Nov. 2002
RECEIVE,/
SEP 2 6 2005
PUBLIC WORKS
W5- 05
Clear /Remove Brush by hand
Acre
$1,320.00
Clear /Grub /Tree Removal
Acre
i 24;
$6,820.00
/, 70 r- :d
Common Excavation
CY
$1.30
•
Trench Excavation
CY
S3.30
Embankment - Backfill and compact with
select material
CY
$4.00
Trench - Backfill and compact with select
material
CY
$6.30
Borrow - Fill and compact
CY
$12.30
-
Gravel Base - Fill and compact
CY
$17.20
Topsoil - Imported
CY
$17.60
fig l
Grading - Fine with a grader
, SY
$0.80
Grading - Fine by hand
SY
S1.45
A�
J) V
""
Fence - Cedar, 6' high
LF
$27.50
Fence - Vinyl coated chain link, 6' high
LF
S11.00
Fence Gate'- Vinyl coated chain Zink, 20' wide
EACH
$990.00
�� (1.
ir
F ence - Wildlife passable (NGPE & SAT)
LF
$5.50
Survey - Monuments
EACH
$110.00
Survey - Lot lines
DAY
S693.00
Survey - Line and grade
DAY
$561.00
0
Trail - 4" crushed cinder
SY •
$7.15
Trail - 4" crushed surfacing top course
SY
$6.60
Wall - Gabion,. 3' thick, no earthwork
SY
5106.70
J
Wall - Retaining, with earthwork
SY
S23.10
lci
General Subtotal
.
1i 70 3-�
Sales Tax @ 8.6%
/ 4' r
GENERAL ITEMS TOTAL
1, 8 s-/ 6-
CITY OF TUKWILA
or s Depar
206- 433 -0179
DEVELOPMENT B,ULLETIN 1C
ENGINEER ESTIMATE AND BOND QUA
Approved Nov. 2002
RECEIVE,/
SEP 2 6 2005
PUBLIC WORKS
W5- 05
TESC
Unit
Quantity
Unit Price
Subtotals
Fence - Silt (installation and removal)
LF
3 (00
$1.40
42 d
Fence - Temporary, drip line &
NGPE/SA1)
LF
$1.10
Hydroseeding
ACRE
$1,980.00
Hydroseeding, fertilizing, mulching
ACRE
S2,750,00
Seeding - By hand
SY
$0.40
Mulch - Straw, 3" by hand
SY
$0.55
Mulch - Straw, 2" by machine
ACRE
$2,200.00
$0.00
Fabric - Geotextile
SY
$1.65
Catch Basin Protection - Insert
EACH
$33.00
Catch Basin Protection - Geotextile a&
rock
EACH
z
$22.00
/�
`7
Outfall - Silt trap or pond overflow
EACH
$660.00
Interceptor dike /swale
LF
$100
Hay bale silt trap
EACH
$55.00
Brush Barrier
LF
$0.30
St biiized construction entrance - 15' by
EACH
/
$1,155.00
l / t -- vv
Stabilized - construction entrance - 15' by
100'
EACH
•
$1,980.00
Pipe slope drains
LF
52.20
Level spreader
LF
$1.65
Silt Trap
EACH
$550.00
Silt Pond
EACH
$1,650.00
TESC Subtotal
/ e/9 m:
Sales Tax @ 8.6%
/ 7 P2 -
TESC TOTAL
/� 7 ? 1
DEVELOPMENT BULLETIN 1C
ENGINEER ESTIMATE AND BOND QUANTITY
Approved Nov. 2002 2
ROAD & PARKING IMPROVEMENTS
Unit
Quantity
Unit Price
Subtotals
AC Grinding - 4' machine
SY
$7.70
AC Removal /Disposal /Repair
SY
$88.00
Curb -.Extruded asphalt
LF
$2.20
Curb Extruded concrete
LF
$2.20
Curb & Gutter - Vertical
LF
$7.70
Curb & Gutter - Demolish /Dispose
LF
S11.33
Sidewalk - Concrete - Demolish /Dispose
SY
$24.75
Sawcut - Asphalt, 3" deep
LF
S1.43
Sawcut - Concrete, per 1" depth over 3"
LF
$1.21
Sealant - Asphalt
LF
50.77
Shoulder - CSTC
TONS
$16.50
Sidewalk - Concrete, 4" thick with 4" CSTC
SY
S22.00
Sidewalk - Concrete, 5" thick with 4" CSTC
SY
526.40
Striping - 4" reflectorized
LF
50.28
Striping - per parking stall
EA
53.00
Thickened asphalt edge
LF
$5
Pavement Markings - Channelization
arrows
EACH
$82.50
Signs - Traffic channelization
EACH
S55.00
Overlay - Asphalt concrete - (2.05
tons /CY)
TONS
$44.00
Pavement - Asphalt concrete, <300 tons
(2.05 tons /CY)
TONS
�� °
541.80
a 4
4 /8 0 -'
Pavement - Asphalt concrete, >300 tons
SY
.
$35.20
Asphalt treated base (ATB) - (2.05
tons /CY) .
TONS
$;
CSTC - (1.85 tons /CY)
TONS
/ o
$'
2 EV
CSBC - (1.85 tons /CY)
TONS
P Qd'
5'
G 1::V
Gravel base (1.85 tons /CY)
TONS
$
Geotextile fabric - Structural
$
Guard rail
LF
$
. •
50
Pavement markings - Raised, Type 1
EACH
$,
Arrows - Thermoplastic
EACH
$
Lane marking - Thermoplastic
LF
$
Sign - Stop 30"x30", VIP grad
EACH
$F
Sign - Street name, 9" X length, 6" letters
EACH
$4
Signs - Miscellaneous traffic
EACH
$38.50
Median - Non - traversable, C curbing
EACH
-
$5.50
Barricade - Type III
LF
$33.00
T
Traffic signal - Fully actuated (includes
design)
EACH
$220,000.00
Street light - City -owned
EACH
$5,500.00
Road & Parking Subtotal
Sales Tax @ 8.6%
ROAD & PARKING TOTAL,
Approved Nov. 2002
•
3
•
DEVELOPMENT BULLETIN 1C
ENGINEER ESTIMATE AND BOND QUANTITY
CSTC - Crushed surfacing top course
•
CSBC - Crushed surfacing base course
DRAINAGE SYSTEM
Unit
Quanti
Unit Price
Subtotals ]^
Inlet/Yard Drain
Each
$385.00
Catch Basin -Type I
Each
Z...--
$935.00
, 1. 7 °-
Catch Basin -Type 2, 48"
Each
$1,430.00
Add for depth over 4' per foot
Feet
$352.00
Catch Basin - Type 2, 54"
Each
$1,595.00
Add for depth over 4' per foot
Feet
$407.00
Catch Basin - Type 2, 60"
Each
$1,760.00
Add for depth over 4' per foot
Feet
$341.00
Catch Basin - Type 2, 72"
Each
$2,420.00
Add for depth over 4' per foot
Feet
$572.00
Cleanout, PVC, 4" dia.
Each
$94.60
Cleanout, PVC, 6" dia.
Each
$ 126.50
Cleanout, PVC, 8" dia.
Each
$156.20
Drain pipe, PVC, 4"
LF
$4.95
Drain pipe, PVC, 6"
LF
$7,15
Drain pipe, PVC, 8"
LF
S8.80
Storm pipe, Concrete, 8"
LF
$ 16.50
Storm pipe, Concrete, 12"
LF
$19.80
Storm pipe, PVC, 8"
LF
$8.80
Storm pipe, PVC, 12"
LF
$16.50
Storm pipe, PVC, 15"
LF
$20.90
Storm pipe, PVC, 18"
LF
$25.30
Storm pipe, PVC, 24"
LF
$33.00
Storm pipe, CMP, 8"
LF
S11.00 ,
Storm pipe, CMP, 12"
LF
S16.50
Storm pipe, CMP, 15"
LF
.. .
$20.90
Storm pipe, CMP, 18"
LF
•
$24.20
Storm pipe, CMP, 24"
LF
$33.00
Storm pipe, CMP, 30"
LF
$42.90
Storm pipe, CMP, 36"
LF
$71.50
Storm pipe, CMP, 42"
LF
$88.00
Storm pipe, CMP, 48"
LF
$93.50
Storm pipe, CMP, 60"
LF
$137.50
Storm pipe, RCP, 15"
LF
'
$25.30
Storm pipe, RCP, 18"
LF
" ,
$30.80
Storm pipe, RCP, 24"
LF
.
$44.00
Storm pipe, RCP, 30"
LF
$71.50
Storm pipe, RCP, 36"
LF
$93.50
Storm pipe, RCP, 42"
LF
$115.50
Storm pipe, RCP, 48"
LF
$ 126.50
)Storm pipe, RCP, 60"
LF
$181.50
•
Approved Nov. 2002
DEVELOPMENT BULLETIN 1C
ENGINEER ESTIMATE AND BOND QUANTITY
4
•
DEVELOPMENT BULLETIN 1C
ENGINEER ESTIMATE AND BOND QUANTITY
4e /Nei_ 1,0 prAF
Approved Nov. 2002 5
Pond Overflow Spillway
SY
$8.80
Restrictor - OWS, 12"
Each
$880.00
Restrictor - OWS, 15"
Each
$990.00
Restrictor - OWS, 18"
Each
$1,155.00
Restrictor - OWS, 24"
Each
$1,430.00
Trash rack, 15"
Each
$203.50
Trash rack, 18"
Each
$231.00
Trash rack, 21"
Each
$264.00
Trash rack, 24"
Each
$330.00
Riprap, Light, Loose
Tons
$66.00
Quarry SpaIls, 4" to 8 /0 x 0 D
Tons
$49.50
Trench - Infiltration, pe-16A�f+eaf '
Feet
84 GF
5a /Gf -
4,2_4:a 59
Perforated stub -out system
Each
Trench - Flow dispersal, per 100 feet
Feet
Sign - Stormwater Facility
Each
$330.00
Drainage System Subtotal
‘ 070 00
State Sales Tax
i Zm�
DRAINAGE SYSTEM TOTAL
‘ c1 7— oz
•
DEVELOPMENT BULLETIN 1C
ENGINEER ESTIMATE AND BOND QUANTITY
4e /Nei_ 1,0 prAF
Approved Nov. 2002 5
WATER SYSTEM
Unit
Quantity
Unit Price
Subtotals
Water Main - Ductile iron, CL 52, 6"
LF
Water Main - Ductile Iron, CL 52, 8"
LF
Water Main - Ductile Iron, CL 52, 10"
LF
Water Main - Ductile Iron, CL 52, 12"
LF
Gate Valve, 6"
EACH
Gate Valve, 8"
EACH
Gate Valve, 10"
EACH
Gate Valve, 12"
EACH
Fire Hydrant Assembly, With guard
posts
EACH
$1,200.00
Fire Hydrant Assembly, Without guard
posts
EACH
$950.00
Air -Vac, 8"
EACH
Air -Vac, 10"
EACH
Air -Vac, 12"
EACH
PRV • :" /" l;/r. 6-. L /dyrr'S
SO 0
zasokF
J os9 D 41
P ,
•' - " ,," e
EACH
?V `
EACH
Water System Subtotal
/' 4
Sales Tax @ 8.6%
!36 w
WATER SYSTEM TOTAL
/ D ffe - a
DEVELOPMENT BULLETIN 1C
ENGINEER ESTIMATE AND BOND QUANTITY
6
•
DEVELOPMENT BULLETIN 1C
ENGINEER ESTIMATE AND BOND QUANTITY
7
•
SEWER SYSTEM
Unit
Quantity
Unit Price
Subtotals
SSS, PVC 4"
LF
$5.50
SSS, PVC 6"
LF
. '.
$8.25
SSS, PVC 8"
LF
$11.00
Sewer pipe, PVC ' N
LF
14
$27.50
/1 p 00 '
Sewer pipe, PVC, 12"
LF
$33.00
Sewer pipe, PVC, "
LF
$0.00
Manhole, 48"
EACH •
$1,430.00
Additional depth over 4' per foot
FEET
$352.00
Manhole, 54"
EACH
$1,595.00
Additional depth over 4' per foot
FEET
$407.00
Manhole, 60"
EACH
$1,760.00
Additional depth over 4' per foot
FEET
$451.00
Manhole, 72"
EACH
$2,530.00
Additional depth over 4' per foot
FEET
$572.00
Sewer System Subtotal
/1 moo d=
Sales Tax @ 8.6%
1 F46 4.-1=7 .te►
S EWER SYSTEM TOTAL
•
•
DEVELOPMENT BULLETIN 1C
ENGINEER ESTIMATE AND BOND QUANTITY
7
•
DEVELOPMENT BULLETIN 1C
ENGINEER ESTIMATE AND BOND QUANTITY
8
SUMMARY OF ESTIMATES
TOTALS
1. GENERAL ITEMS
4 8 57 6
2. EROSION PREVENTION /SEDIMENT CONTROL (TESC)
7 7 "
3. ROAD AND PARKING IMPROVEMENTS
`0 gyp -5'4-
4. DRAINAGE SYSTEM
6 S $Z S =
5. WATER SYSTEM
/ a r6 as
6. SEWER SYSTEM
L j 9 46 t "
d
GRAND TOTAL
34, 224 z. �''
150% Bond Quantity = (1,5)(GRAND TOTAL)
6/ 33 6 !m
The quantities above were calculated by:
Printed Name: ,i c./c' 3 ,' e Ve j‘04/ ) fir -,
1
Signature: Xa....// ); E.
PE License Number: /6
Firm Na me and Address: .
/12 41--- .&- 9 : ,4 lid, S.
?" z■V L '.' Agree
Date: Z �, --,3 '0 te
Telephone Number: 1' 20 4) ? Z,-:- >Pdc4sk
Fax Number: 5-4--14.E.
E -mail : 4//A
DEVELOPMENT BULLETIN 1C
ENGINEER ESTIMATE AND BOND QUANTITY
8
WATER SYSTEM
Unit
Quantity
Unit Price
Subtotals
ater Main - Ductile iron, CL 52, 6"
LF
ater Main - Ductile iron, CL 52, 8"
LF
ater Main - Ductile iron, CL 52, 10"
LF
ater Main - Ductile Iron, CL 52, 12"
LF
Gate Valve, 6"
EACH
Gate Valve, 8"
EACH
Gate Vaive, 10"
EACH
Gate Vaive, 12"
EACH
Fire Hydrant Assembly, With guard
posts
EACH
$1,200.00
Fire Hydrant Assembly, Without guard
posts
EACH
$950.00
• it -Vac, 8"
EACH
Air -Vac, 10"
EACH
• Ir -Vac, 12"
EACH
'3
P ' A, ' . Fw 774.p5
10 " -• : WaIiiIVIMESI
P A " L / 3/4 /" ye 7j
& eH
•
EACH
f O 00 "r-
3 a a O ' '
Water System Subtotal
3 a 0o a
Sales Tax Q8.6%
/ 7 s-13 . a
WATER SYSTEM TOTAL
3. 2---5
DEVELOPMENT BULLETIN 1C
ENGINEER ESTIMATE AND BOND QUANTITY
6
DEVELOPMENT BULLETIN 1C
ENGINEER ESTIMATE AND BOND QUANTITY
1)/5 7/2 .7
SEWER SYSTEM
Unit
Quantity
Unit Price
Subtotals
SSS, PVC 4"
LF
$5.50
SSS, PVC 6"
LF
$8.25
SSS, PVC 8"
LF
$1100
Sewer pipe, PVC, +''" N
LF
ZQ
$27.50
575
Sewer pipe, PVC, 12"
LF
$33.00
Sewer pipe, PVC, "
LF
MOO
Manhole, 48"
EACH '
$1,430.00
Additional depth over 4' per foot
FEET
$352.00
Manhole, 54"
EACH
$1,595.00
Additional depth over 4' per foot
FEET
$407.00
Manhole, 60"
EACH
$1,760.00
Additional depth over 4' per foot
FEET
$451.00
Manhole, 72"
EACH
$2,530.00
Additional depth over 4' per foot
FEET
$572.00
Sewer System Subtotal
CIS "
Sales Tax @ 8.6%
473
SEWER SYSTEM TOTAL
f73 dd
DEVELOPMENT BULLETIN 1C
ENGINEER ESTIMATE AND BOND QUANTITY
1)/5 7/2 .7
DEVELOPMENT BULLETIN 1C
ENGINEER ESTIMATE AND BOND QUANTITY
8
SUMMARY OF ESTIMATES
TOTALS
1. GENERAL ITEMS
0
2. EROSION PREVENTION /SEDIMENT CONTROL (TESC)
p
3. ROAD AND PARKING IMPROVEMENTS
4/5- 7a
4. DRAINAGE SYSTEM
0
5. WATER SYSTEM
3, Zs8°s
6. SEWER SYSTEM
5-1"712
GRAND TOTAL
- 1 4 7 l a z
150% Bond Quantity = (1,5)(GRAND TOTAL)
0a 6 2
d
The quantities above were calculated by:
Printed Name: Z. L o -,g S' /VI J 14701 PE 4
Signature: -.,2a4! r,
PE License Number: /6 -
Firm Name and Address: •
/ 2. 05' `P''— '' ,44;5,
7/z w,'i At, WA A 9,' 6
Date: a s- F- / 91ash-. .
Telephone Number: (Zo Si z42.- >'66S''
Fax Number: ,1,404-i Z'
E -mail : "t//Ai
DEVELOPMENT BULLETIN 1C
ENGINEER ESTIMATE AND BOND QUANTITY
8
drainage calculations
sidhu homes
short plat 4614 south 148th street
design road infilter tremon
runoff
Flow Frequency Analysis
Time Series File:sidhu.tsf
Project Location:Sea -Tac
- -- Annual
Flow Rate
(CFS)
0.046
0.027
0.059
0.032
0.038
0.034
0.046
0.094
Computed Peaks
Pe /L Z /-h /g-S firs
X_ /4 A /4' --A •Fa,- 7.A/Gr
vs S' r° 7 6 . zr' (&.$G,44-/ l s 2
�. �� J.ArAi'� ridgy
3 4 1 — 3 0, S ,= 4 "
Z 3 S -' ins,
/� 1) • r,4 R00 `z /E,
i•!? / //Ve
--S /fie'. /e/e' l� �/G�/2CG cJ CJ �j p� e
. . //te
P e p v a L
8, 7 c ," / , //A-A-
v�.� k'C, 7.S 72 ljArv'A S: 1,, s
Peak Flow Rates-- -
Rank Time of Peak
4 2/09/01 2:00
8 1/05/02 16:00
2 2/27/03 7:00
7 8/26/04 2:00
5 10/28/04 16:00
6 1/18/06 16:00
3 10/26/06 0:00
1 1/09/08 6:00
•
- - Peaks
(CFS)
0.094
0.059
0.046
0.046
0.038
0.034
0.032
0.027
0.082
Flow Frequency Analysis
- - Rank Return Prob
Period
1 100.00 0.990
2 25.00 0.960
3 10.00 0.900
4 5.00 0.800
5 3.00 0.667
6 2.00 0.500
7 1.30 0.231
8 1.10 0.091
50.00 0.980
3s"
4
3/5--
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Retention /Detention Facility
Type of Facility:
Facility Length:
Facility Width:
Facility Area:
Effective Storage Depth:
Stage 0 Elevation:
Storage Volume:
Vertical Permeability:
Permeable Surfaces:
Riser Head:
Riser Diameter:
Top Notch Weir:
Outflow Rating Curve:
Stage
(ft)
0.00
0.06
0.16
0.26
0.36
0.46
0.56
0.66
0.76
0.86
0.96
1.06
1.16
1.26
1.36
1.46
1.56
1.66
1.76
1.86
1.96
2.06
2.16
2.26
2.36
2.46
2.56
2.66
2.76
2.86
2.96
3.00
3.10
3.20
3.30
3.40
Elevation
(ft)
0.00
0.06
0.16
0.26
0.36
0.46
0.56
0.66
0.76
0.86
0.96
1.06
1.16
1.26
1.36
1.46
1.56
1.66
1.76
1.86
1.96
2.06
2.16
2.26
2.36
2.46
2.56
2.66
2.76
2.86
2.96
3.00
3.10
3.20
3.30
3.40
Gravel Infiltration
ft
ft
sq. ft
ft
ft
0.00
750._ cu. ft
(
Bottom
3.00 ft
12.00 inches
None
None
Trench
•
1v.4i s, `4
s v S4A
Storage Discharge
(cu. ft) (ac -ft) (cfs)
0. 0.000 0.000
15. 0.000 0.000
40. 0.001 0.000
65. 0.001 0.000
90. 0.002 0.000
115. 0.003 0.000
140. 0.003 0.000
165. 0.004 0.000
190. 0.004 0.000
215. 0.005 0.000
240. 0.006 0.000
265. 0.006 0.000
290. 0.007 0.000
315. 0.007 0.000
340. 0.008 0.000
365. 0.008 0.000
390. 0.009
415. 0.010. 0.000
440. 0.010 0,000
465. . 0.;011... .0.000
490. 0.011;'0.000
515. 0.012 0.000
540. 0.012 0.000
565. 0.013. 0.000
590. 0.014 10:.000
615. ; 0.014,'. 0.000
640. 0.015 0.000
665. 0.'0,15 . 0.000
690. 0.016..
715. , ..0:01¢ .0.000.
740.. . .' 0.01'7 "; 0
750. ; , ., 0.01 " ? •:0.03.
750. ': ^`0.017' "0.308' : :`0.03'
750. 0.017 0.871 . 0.03
750. 0.017 1.600 0.03
750. 0.017 2.390 0.03
Percolation
(cfs)
0.00
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
,0.03
3.50 3.50 750. 0.017 2.670 0.03
3.60 3.60 750. 0.017 2.930 0.03
3.70 3.70 750. 0.017 3.160 0.03
3.80 3.80 750. 0.017 3.380 0.03
3.90 3.90 750. 0.017 3.5.90 0.03
4.00 4.00 750. 0.017 3.780 0.03
4.10 4.10 750. 0.017 3.970 0.03
4.20 4.20 750. 0.017 4.140 0.03
4.30 4.30 750. 0.017 4.310 0.03
4.40 4.40 750. 0.017 4.470 0.03
4.50 4.50 750. 0.017 4.630 0.03
4.60 4.60 750. 0.017 4.780 0.03
4.70 4.70 750. 0.017 4.930 0.03
4.80 4.80 750. 0.017 5.070 0.03
4.90 4.90 750. 0.017 5.210 0.03
5.00 5.00 750. 0.017 5.350 0.03
Hyd Inflow Outflow Peak Storage
Target Calc Stage Elev (Cu -Ft) (Ac -Ft)
1 0.09 0.00 0.01 3.00 3.00 750. 0.017
2 0.06 * * * * * ** 0.00 0.60 0.60 149. 0.003
3 0.05 * * * * * ** 0.00 0.34 0.34 84. 0.002
4 0.05 * * * * * ** 0.00 0.21 0.21 52. 0.001
5 0.04 * * * * * ** 0.00 0.12 0.12 30. 0.001
6 0.03 * * * * * ** 0.00 0.06 0.06 14. 0.000
7 0.03 * * * * * ** 0.00 0.05 0.05 11. 0.000
8 0.03 * * * * * ** 0.00 0.04 0.04 .10. 0.000
2,6" RDA D EA AfEN
W/e4p W7/Q
74'ew /
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.64 Ye.
ZE = Z
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=
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P.S C: ! !!!!-
[ ..c... /d ' 7/2ENc
z -," -
L. - >t
/i/vN, era/,
DE P 71/
August 30, 2005
Ms. Sukhbir K. Grewal
4224 S. 148 Street
Tukwila, WA 98168
RE: L05 -052 Proposed Short Plat at 4614 S. 148 Street
Dear Ms. Grewal:
We have had an opportunity to review your proposed 4 -lot short plat on S. 148 Street. I am
enclosing comments provided by the Public Works Department, which requests additional
information on the project, particularly as it relates to how surface water will be handled on the
site.
Once your engineer, Bruce MacVeigh has had an opportunity to review the enclosed comments,
we would be happy to meet with you and Mr. MacVeigh to discuss any questions you might
have. Please call me at 206 -431 -3661 to set up a meeting or to discuss this project.
Under a recently adopted ordinance, if an applicant fails to provide a requested correction or
additional information within 90 days of the request, the Department may cancel the application
due to inactivity.
Sincerely,
Carol Lumb
Senior Planner
Enclosure
•
Cizy of Tukwila
Department of Community Development Steve Lancaster, Director
cc: Jill Mosqueda, Development Engineer
Nora Gierloff, Planning Manager
•
Steven M. Mullet, Mayor
CL Page 1 of 1 08/30/2005 2:52 PM
a: \1.05 -05? Grewal Short Plat \Correction Ltr 1.doc
fi flfl Snuthrenter Rnnlevard_ Suite #100 o Tukwila_ Wa.chinutnn OR1RR • Phnne• 2nh- 4l1 - 1h7/) • Fay. 21M- 431 -3hhS
CITY OF TUKWILA
PUBLIC WORKS PROJECT REVIEW COMMENTS
RESOURCES:
http://www.ci.tukwila.wa.us/pubwks/
Development Guidelines and Design and Construction Standards
Permit #: L05 -052
Project Name: Grewal Short Plat
Review #: 1
Date: 08.19.2005
References: L05 -046
Reviewer: L. Jill Mosqueda, P.E.
A. Surface Water
projects /short plats /I05 -052 grewal #1
The City Of Tukwila Public Works Department (PW) has the following comments
regarding the Public Works elements of this project.
Please contact me at 206.431.2449, if you have any questions.
In order to assess the effect of infrastructure on the lot configuration, please
provide the following (A -B):
The submitted plans and calculations were reviewed by the Senior Surface Water
Engineer. (KCSWDM refers to the 1998 King County Surface Water Design
Manual.)
1. Technical Information Report
a) This project adds over 10,000 SF of new impervious surface ands will
clear more than 35% of the site. This projects triggers a full drainage
review and a Technical Information Report meeting the criteria in the
1998 KCSWDM section 2.3.1.1, beginning on page 2 -8.
1
B. Utilities
FYI
projects /short plats /I05 -052 grewal #1
• •
b) This project is in a level 2 detention area and triggers a full drainage
review and a Technical Information Report meeting the criteria in the
1998 KCSWDM section 2.3.1.1, beginning on page 2 -8.
2. Flow Control
The flow control methods must be designed with the following considerations:
a) The soils do not meet criteria for infiltration.
b) Infiltration is applicable to roof runoff only. Paved surfaces shall not
be infiltrated. (section 5.1.1, page 5 -5). Public Works has waived this
on projects where there really was no alternative and where the soils
percolated well above the minimum rate. As represented in your
submitted plans, this site does not infiltrate at a rate anywhere near
the minimum.
c) In order to infiltrate on a site without outwash soils, the procedure for
evaluating feasibility must be followed (section 5.1.1, pg. 5 -5). Please
refer to the geotechnical definitions in the KCSWDM and the PW
Development Guidelines and Design and Construction Standards.
Please know that the City does not recognize a category called "small
site geotechnical".
d) In order to infiltrate on a site without outwash soils the procedure for
design and the supporting documentation must meet the criteria
5.1.1, particularly the design criteria beginning on page 5 -5 of the
KCSWDM.
3. The plans shall show all utilities, including sewer, water, storm drainage,
power, cable, etc., from the point of connection to the stub -out.
4. Plans shall show locations, sizes, materials, invert elevations, etc.
5. All utilities shall be underground from the point of connection onto the site.
6. The plans shall show location and dimensions of all pavement cuts and cross
section of the proposed repair /patch /overlay method.
7. Geotechnical Investigation
The building department may require a geotechnical report for your building
permits. Since this site is in a level 2 detention area, you may decide to meet
infiltration criteria discussed above. If so, then you will need a geotechnical
report.
2
projects /short plats /I05 -052 grewal #1
• •
8. Engineer Estimates
a) With the Public Works permit, provide an engineer's estimate for
installation of improvement onsite. Include all infrastructure,
regardless of the owning agency.
b) With the Public Works permit, provide an engineer's estimate for all
work in the right -of -way.
9. Frontage
a) Applicant shall complete a No Protest Local Improvement District
(TMC 17.20.030.C.6.d.3.)
b) Existing streetlights are adequate, so no street light is required.
c) Show location(s) and detail for the mailboxes.
d) Show location and detail for the street name sign and "private road no
outlet" signs.
e) Plans must show installation of drainage improvements along the
frontage, if feasible to install, per TMC 11.
3
August 19, 2005
Ms. Sukhbir K. Grewal
4224 South 148 Street
Tukwila, WA 98188
RE: L05 -052 Proposed Short Plat at 4614 S. 148 Street
Dear Ms. Grweal:
Your application for a four lot short plat located at 4614 S. 148 Street has been found to be
complete on August 19, 2005 for the purposes of meeting state mandated time requirements. The
project has been assigned to me.
This determination of complete application does not preclude the City from requesting additional
plans or information, if in our estimation such information is necessary to ensure the project meets
the substantive requirements of the City or to complete the review process.
The application has been routed to other departments for review. I will be providing technical
comments on the proposed short plat as soon as inter - departmental review is complete. If you have
any questions in the interim, please feel free to call me at 431 -3661.
Sincerely,
Carol Lumb
Senior Planner
c
CL
q: \L05- 052 \Complete.doc
•
city of Tukwila
Department of Community Development Steve Lancaster, Director
NOTICE OF COMPLETE APPLICATION
Page 1 of 1 08/19/2005 2:44 PM
Steven M. Mullet, Mayor
15?00 .Snnthrenter Rnvlevard_ Suite 11100 • Tukwila_ Wa.chinstnn 9811117 • Phnner 206 -411 -.7670 • Fax! 206-4.71-16155
• •
City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
Parcel No.: 0040000695
Address: 4614 S 148 ST TUKW
Suite No:
Tenant: SUKHBIR GREWAL
PERMIT COMMENTS
1: PW Preliminary approval with conditions See OFC Link Comment Letter #2
Permit Number: L05 -052
Status: APPCOND
Applied Date: 08/15/2005
Issue Date: 10/19/2005
2: 05.03.2006 Per Ryan Larson, the following condition is no longer valid. Per Ryan LArson: Due to lack of drainage
infrastructure available to this site and to the fact that the site does not meet percolation rates standards, the
total additional imperviuos surface for each lot shall be Tess than 2,425 SF.
3: Site does not meet standard percolation rates for infiltration. Ryan LArson approved 1. Oversize infiltration for
the roadway and a dispersion trench with an onsite overland flow path of less than 25'. Adjoining property is
vegetated. 2. Oversize infiltration for roof downspouts and driveway for the new houses. Requires an engineer for the
drainage for each house.
4: the short plat shall be updated to show location of all easements.
5: short plat shall be updated to include the following comment:
"Single family residences constructed on lots created by this subdivision must provide an engineer's design for the
roof downspout infiltration systems."
6: 05.03.2006 From Ryan Larson: I talked with Gary Singh several weeks ago concerning the total footprint size of
the houses for the subject development. I agreed that the house size could be increased if additional detention was
provided. A proposed infiltration trench size based on total roof area was included on the plans and was consistent
with the 98' King County Manual requirements. Unfortunately, the note on the plans stating the maximum house size was
not revised. I am in agreement that the total footprint of the houses can be increased as proposed by Mr. Singh.
doc: Comments
L05 -052 Printed: 05 -03 -2006
Subject: Technical Information Report (TIR) for Sidhu
Homes, Inc. ' -! ct Pes!dential Short Plat, 4614 S. 148th
Street, Tukwila, WA 98168
August 9, 2005
Bruce S. MacVeigh, P.E.
Civil Engineer /Small Site Geotechnical
14245 59 Ave. S.
Tukwila, WA 98168
Office: (206) 242 -7665 Fax: Same
RECEIVED
AUG 15 2005
COMMUNITY
DEVE OPMENT
•
SOIL LOGS
Sidhu Homes, Inc. 4 -Lot Residential Short Plat
4614 S. 148th Street
Date: December 20, 2004
SL 1
0 -18" Silt loam
18 -60 "+ Silt loam, dense Perc at 42" = 24 min /in
SL 2
0 -18" Silt loam
18 -60 "+ Silt loam, dense Perc at 42" = 28 min/in
T
SL3 /V
0 -18" Silt loam NIS
18 -60 "+ Silt loam, dense Perc at 42" = 28 min/in
SL 4
0 -24" Silt loam
24 -60 "+ Silt loam, dense Perc not done this location
V
R/D Facility Definition File
• •
Stage Discharge Storage Perm -Area
(Ft) (CFS) (Cu -Ft) (Sq -Ft)
0.0000 0.000 0.0 0.0
0.0600 0.000 7.9 438.1
0.1600 0.000 21.0 438.1
0.2600 0.000 34.2 438.1
0.3600 0.000 47.3 438.1
0.4600 0.000 60.5 438.1
0.5600 0.000 73.6 438.1
0.6600 0.000 86.7 438.1
0.7600 0.000 99.9 438.1
0.8600 0.000 113.0 438.1
0.9600 0.000 126.2 438.1
1.0600 0.000 139.3 438.1
1.1600 0.000 152.5 438.1
1.2600 0.000 165.6 438.1
1.3600 0.000 178.7 438.1
1.4600 0.000 191.9 438.1
1.5600 0.000 205.0 438.1
1.6600 0.000 218.2 438.1
1.7600 0.000 231.3 438.1
1.8600 0.000 244.5 438.1
1.9600 0.000 257.6 438.1
2.0600 0.000 270.7 438.1
2.1600 0.000 283.9 438.1
2.2600 0.000 297.0 438.1
2.3600 0.000 310.2 438.1
2.4600 0.000 323.3 438.1
2.5600 0.000 336.5 438.1
2.6600 0.000 349.6 438.1
2.7600 0.000 362.7 438.1
2.8600 0.000 375.9 438.1
2.9600 0.000 389.0 438.1
3.0000 0.000 394.3 438.1
3.1000 0.308 394.3 438.1
3.2000 0.871 394.3 438.1
3.3000 1.60 394.3 438.1
3.4000 2.39 394.3 438.1
3.5000 2.67 394.3 438.1
3.6000 2.93 394.3 438.1
3.7000 3.16 394.3 438.1
3.8000 3.38 394.3 438.1
3.9000 3.59 394.3 438.1
4.0000 3.78 394.3 438.1
4.1000 3.97 394.3 438.1
4.2000 4.14 394.3 438.1
4.3000 4.31 394.3 438.1
4.4000 4.47 394.3 438.1
4.5000 4.63 394.3 438.1
4.6000 4.78 394.3 438.1
4.7000 4.93 394.3 438.1
4.8000 5.07 394.3 438.1
4.9000 5.21 394.3 438.1
5.0000 5.35 394.3 438.1
• •
0.00 Base Facility Elevation
28.0 Minutes /Inch: Average Perm -Rate
64 Facility Type
3.00000 Depth (ft)
0.000000 Slope - Horizontal Component
- 1.00000 Tank Diameter /Rise (ft)
0 Number of Orifices
3.00000 Riser Head (ft)
12.0000 Riser Diameter (in)
F Bottom Permeable (logical)
F Sides Permeable (logical)
F Notched riser (logical)
T Triangular Notch (logical)
- 1.00000 Notch width (in)
- 1.00000 Notch angle (degrees)
(specify) riser ouflow rating curve filename
219.047 Facility Length (ft)
438.094 Facility Bottom Area (sq ft) 7 y ' W/L 7/ -/
1 Primary Hydrograph
singh2.tsf Hydrograph & inflow TS file G _ 8 ' 6
rdout.tsf outflow TS file
7 Year
2407 Hour JJ
- 0.999990E +15 Target peak discharge rate
5 Year 2 n 8 7 ' 6
2637 Hour
0.000000 Target peak discharge rate /75-
L
6 Year
1302 Hour
- 0.999990E +15 Target peak discharge rate
2 Year
3586 Hour
- 0.999990E +15 Target peak discharge rate
4 Year
667 Hour
- 0.999990E +15 Target peak discharge rate
0 Year
3151 Hour
- 0.999990E +15 Target peak discharge rate
3 Year
7899 Hour
- 0.999990E +15 Target peak discharge rate
1 Year
2321 Hour
- 0.999990E +15 Target peak discharge rate
1 Iteration Starting Menu selection
1 Iteration Starting Window
1 Iteration Final Window
- 100.000 Orifice height (ft)
6.00000 Orifice diameter (in)
- 9999.00 Orifice discharge (cfs)
- 100.000 Orifice height (ft)
6.00000 Orifice diameter (in)
- 9999.00 Orifice discharge (cfs)
- 100.000 Orifice height (ft)
6.00000 Orifice diameter (in)
- 9999.00 Orifice discharge (cfs)
• s
- 1.00000 Notch height
T Create Document File
T Calculate Peaks
F View Peaks
T Notify when peak dates change
F Plot Peaks
F Calculate Duration
F view durations
F Plot Duration
F Plot Peak Stage
F Plot Duration Stage
(specify) Peak file 1
(specify) Duration file 1
(specify) Peak file 2
(specify) Duration file 2
(specify) Peak file 3
(specify) Duration file 3
(specify) Peak file 4
(specify) Duration file 4
F Calculate Volume
10/ 1/ 0 0:00 Volume Start Date
10/30/ 0 23:00 Volume End Date
F Calculate D/S Compliance
dsout.tsf D/S Compliance OutPut file
(specify) D/S Tributary file
(specify) Reservoir file
0.000000 D/S Compliance Lag
F POC is discharge compliance (else stage)
Page 1
Figure Name: LOT 1
Course: N 01 -13 -21 E
Course: N 88 -02 -25 w
Course: N 01 -13 -44 E
Course: N 88 -02 -25 w
Course: S 01 -13 -09 w
Course: 5 88 -02 -25 E
Figure Name: LOT 1 W/O
Course: N 01 -13 -21 E
Course: N 88 -02 -25 w
Course: N 01 -13 -44 E
Course: N 88 -02 -25 w
Course: S 01 -13 -09 w
Course: 5 88 -02 -25 E
Perimeter: 364.22
Figure Name: LOT 2
Course: N 01 -13 -21 E
Course: N 88 -02 -25 w
Course: S 01 -13 -09 w
Course: S 88 -02 -25 E
Course: S 01 -13 -44 W
Course: S 88 -02 -25 E
Perimeter: 402.45
Figure Name: LOT 2 W/O
Course: N 01 -13 -21 E
Course: N 88 -02 -25 w
Course: 5 01 -13 -09 w
Course: S 88 -02 -25 E
Course: S 01 -13 -44 w
Course: s 88 -02 -25 E
Perimeter: 362.44
Area
output
PROJECT: 04119
•
Distance: 63.82
Distance: 64.71
Distance: 12.08
Distance: 61.50
Distance: 75.90
Distance: 126.21
Perimeter: 404.22
Area: 8796.79 0.20 acres
Mapcheck Closure - (Uses listed courses & COGO Units)
Error of Closure: 0.006 Course: N 88 -46 -41 W
Precision 1: 70144.33
Distance: 63.82
Distance: 44.71
Distance: 12.08
Distance: 61.50
Distance: 75.90
Distance: 106.21
Area: 7520.41 0.17 acres
Mapcheck Closu es listed courses & COGO Units)
Error of Closure: 0.006 Course: N 88 -46 -41 w
Precision 1: 63203.13
Distance: 75.01
Distance: 126.22
Distance: 62.93
Distance: 61.50
Distance: 12.08
Distance: 64.71
Area: 0.20 acres
Mapcheck Closur• - uses listed courses & COGO units)
Error of Closure: 0.008 Course: 5 87 -49 -01 E
Precision 1: 52360.49
Page 1
Distance: 75.01
Distance: 106.21
Distance: 62.93
Distance: 61.50
Distance: 12.08
Distance: 44.71
0.17 acres
RECEIVED
rAUG 15 2005
COMMUNITY
•
output
Mapcheck closure - (Uses listed courses & COGO Units)
Error of Closure: 0.002 Course: N 88 -46 -55 W
Precision 1: 156621.59
Figure Name: LOT 3
Course: N 01 -13 -21 E
Course: N 88 -02 -25 w
Course: S 01 -13 -09 w
Course: S 88 -02 -25 E
Perimeter: 402.46
Area: 9466.38
Error of closure: 0.004
Precision 1: 92224.74
Figure Name: LOT 3 W/O
Course: N 01 -13 -21 E
Arc Length: 31.16
- 89 -15 -46
Course: N 88 -02 -25 w
Course: S 01 -13 -09 w
Course: S 88 -02 -25 E
Perimeter: 354.11
Are 7882.96 0.18 acres
Mapcheck clos. - - . es listed courses & COGO Units)
Error of Closure: 0.006 Course: N 00 -35 -39 E
Precision 1: 62758.09
Figure Name: LOT 4
Course: N 01 -13 -21 E
Course: N 87 -59 -05 w
Course: 5 01 -13 -09 w
Course: S 88 -02 -25 E
Perimeter: .39
Are 12175.4• 0.28 acres
Mapcheck Clos. - - • es listed courses & COGO Units)
Error of Closure: 0.004 Course: S 46 -20 -09 E
Precision 1: 119558.45
Figure Name: LOT 4 W/o
Course: N 88 -02 -25 w
Course: N 01 -13 -09 E
Course: S 87 -59 -05 E
Course: S 01 -13 -21 w
Course: N 88 -02 -25 w
Course: 5 01 -13 -21 w
Arc Length: 31.67
90 -44 -14
Course: N 88 -02 -25 W
Course: 5 01 -13 -21 w
Course: S 90 -00 -00 E
Perimeter: 436.54
Page 2
Distance: 75.01
Distance: 126.22
Distance: 75.01
Distance: 126.22
0.22 acres
Course: N 88 -46 -45 w
Distance: 55.26
Radius: 20.00
Distance: 86.47
Distance: 75.01
Distance: 106.21
Distance: 96.41
. Distance: 126.23
Distance: 96.53
Distance: 126.22
Distance: 41.21
Distance: 96.53
Distance: 126.23
Distance: 11.40
Distance: 20.00
Distance: 44.75
Radius: 20.00
Distance: 44.75
Distance: 20.00
Distance: 0.00
Delta:
Delta:
Area: 9086.77 0.21 acres
Mapcheck Closure - (Uses listed courses & COGO units)
Error of Closure: 0.004 Course: N 66 -27 -13 W
Precision 1: 107972.48
Figure Name: EASEMENT
Course: N 01 -13 -21 E
Course: N 88 -02 -25 w
Course: s 01 -13 -21 w
Arc Length: 31.67
90 -44 -14
Course: N 88 -02 -25 w
Course: S 01 -13 -21 w
Course: S 88 -02 -25 E
Arc Length: 31.16
89 -15 -46
Course: S 01 -13 -21 W
Course: S 88 -02 -25 E
0
Page 3
Perimeter: 750.52
Precision 1: 131213.67
output
Distance: 298.84
Distance: 20.00
Distance: 44.75
Radius: 20.00
Distance: 44.75
Distance: 20.00
Distance: 45.26
Radius: 20.00
PROJECT: 04119
Page 3
Distance: 194.09
Distance: 20.00
Area: 448.62 0.17 acres
Mapcheck Closu - • es listed courses & COGO Units)
Error of Closure: 0.006 Course: N 56 -35 -15 E
Delta:
Delta:
Old Republic Title, Ltd.
* 4 *
OLD REPUBLIC TITLE, LTD.
ATTACHED ARE COURTESY COPIES OF DOCUMENTS FROM
PRELIMINARY COMMITMENT: 5207031 234 -2
•
\\'(\
C Le ‘C)
COVENANTS AND ALSTATUOOR.NATONAL BASED
N UPON RACE, COLOR, ARE DELETED UNLESS RELIGION,
HANDICAP, FAMILIAL STATUS ONL (a) IS EXEMPT UNDER CHAPTER 42, A
EXTENT THAT SAID COVENANT ELATES TO HANDICAP BUT DOES NOT DISCRIMINA O
UNITED STATES CODE OR ( )
UNITED
HANDICAPPED PERSONS.
RErr-
AUG 15 2005
COMMUNITY
DEVELOPMENT
C 1' . 14 198th Street SW Lynnwood El 98036 (425) 776 -1970 FAX (425) 776 -5710
After Recording Return to:
Gurdip Singh and Sukhbir Kaur Grewal, husband and wife
4228 So. 148 St.
Tukwila, WA 98168
Grantor:
Grantee:
TRUSTEE'S DEED
Washington Administrative Services, Inc.
Gurdip Singh and Sukhbir Kaur Grewal, husband and wife
THE GRANTOR, Washington Administrative Services, Inc., as current Trustee under that Deed
of Trust, as hereinafter particularly described, in consideration of the premise and payment
recited below, hereby grants and conveys, without warranty, to the Grantee, Gurdip Singh and
Sukhbir Kaur Grewal, husband and wife, that real property, situated in the County of King, State
of Washington, described as follows:
RECITALS:
Assessor's Tax Parcel ID #: 004000 - 0695 -02
Legal Description: Lot 19, Block 5, ADAMS HOME I RACTS, according to
the Plat thereof recorded in Volume 11 of Plats, Page 31, records of King County,
Washington.
Property Address: 4614 South 148th Street, Seattle, WA 98168
1. This conveyance is made pursuant to the powers, including the power of sale, conferred
upon said Trustee by that certain Deed of Trust dated April 13, 2002, recorded April 25, 2002,
under Auditor's File No. Recording No. 20020425002007, records of King County, State of
Washington from Jodyne Graham, an unmarried woman as Grantor to Transnation as Trustee, to
secure an obligation in favor of Mortgage Electronic Registration Systems, Inc. as nominee for
GreenPoint Mortgage Funding, Inc., the Beneficiary.
2. Said Deed of Trust was executed to secure, together with other undertakings, the payment
of a promissory note in the original sum of $260,000.00 with interest thereon, according to the
terms thereof, in favor of Mortgage Electronic Registration Systems, Inc. as nominee for
GreenPoint Mortgage Funding, Inc. and to secure any other sums of money which might become
due and payable under the terms of said Deed of Trust.
• •
3. The described Deed of Trust contains a statement that the real property conveyed therein
is not used principally for agricultural purposes.
4. Default having occurred in the obligations secured and/or covenants of the Grantor under
said Deed of Trust, as set forth in the Notice of Trustee's Sale described below, which by the
terms of the Deed of Trust made operative the power to sell, the thirty-day advance Notice of
Default was transmitted to said Grantor, occupants, and tenants, and a copy of said Notice was
posted or served in accordance with law.
5. Mortgage Electronic Registration Systems, Inc., as nominee for GreenPoint Mortgage
Funding, Inc., being then the holder of the indebtedness secured by said Deed of Trust, delivered
to said Trustee a written request directing said Trustee or his authorized agent to sell the
described property in accordance with law and the terms of said Deed of Trust.
6. The defaults specified in the Notice of Default not having been cured, the Trustee, in
compliance with the terms of said Deed of Trust, executed and on May 14, 2004, recorded in the
office of the Auditor of King County, Washington, under Auditor's File No. 20040514001881, a
Notice of Trustee's Sale of said property.
7. The Trustee, in its aforesaid Notice of Trustee's Sale, fixed the date of the sale as August
13, 2004, and place of sale at the following location: Directly inside the doors at the Madison
Street pedestrian entrance to the IDX Tower building, 925 Fourth Avenue, City of Seattle, State
of Washington, a public place, at 11:00 A.M., and in accordance with law caused copies of the
statutory Notice of Trustee's Sale to be transmitted by mail to all persons entitled thereto and
either posted or served prior to 90 days before the sale; further, the Trustee caused a copy of said
Notice of Trustee's Sale to be published once between the thirty -fifth and twenty- eighth day
before the date of sale, and once between the fourteenth and seventh day before the sale; and
further, included with this Notice, which was transmitted to or served upon the Grantor or his
successor in interest, a Notice of Foreclosure in substantially the statutory form, to which copies
of the subject Note and Deed of Trust were attached.
8. During the foreclosure, no action was pending on an obligation secured by said Deed of
Trust.
9. All legal requirements and all provisions of said Deed of Trust have been complied with,
as to acts to be performed and notices to be given, as provided in Revised Code of Washington,
Chapter 61.24.
10. The defaults specified in the Notice of Trustee's Sale not having been cured no less than
eleven days prior to the Trustee's Sale and said obligation secured by said Deed of Trust
remaining unpaid, on August 13, 2004, the date of sale, which was not less than 190 days from
the date of default in the obligation secured, the Trustee then and there sold at public auction to
Gurdip Singh and Sukhbir Kaur Grewal, husband and wife, the highest bidder therefore, the
property hereinabove described, for the sum of $210,000.00, by the satisfaction in full of the
obligation then secured by said Deed of Trust, together with all fees, costs and expenses as
provided by statute.
11. Words and expressions used herein shall be applicable according to the context hereof,
and without regard to the number or gender of such words or expressions.
DATED: August 11 , 2004
STATE OF OREGON
County of Multnomah
O ..IAL SEAL
t:'CK POLETTI
PUBLIC OREGON
1 •' - "'I•' IGN NO. 374116
EXPI S OCT 26, 2007
• •
ss
TRUSTEE
Washington Administrative Services, Inc.
On this day personally appeared before me Linda Johannsen, to me known to be Attorney
of Washington Administrative Services, Inc., the corporation that executed the within and
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 is authorized to execute the said instrument.
GIVEN under my hand and official seal on ft qt t 17 , 2004.
414-
Patrick Poletti
Notary Public for the State of Oregon
My Commission expires - a Io/ u /07
OFFICIAL SEAL
PATRICK D POLETTI
NOTARY PUBLIC - OREGON j
f MY COMMISSION EXPIRES OCT 2G 200 6
1
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•
Part A: (To Be Completed by Applicant)
Purpose of Certificate:
❑ Building Permit ❑ Preliminary Plat or PUD ❑ Other
3 Short Subdivision ❑ Rezone
Proposed Use:
El Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other
Applicants Name: a r7 S 454 Phone: q o6- . YY - 1 ?Do
Property Address or Approximate Location: Tax Lot Number:
lb IN S, life#'' t'- 00 41000 06 9'S —
Legal Description(Attach Map and Legal Description if necessary):
Part B: (To Be Completed by Sewer A
1. ❑ a. Sewer Service will be provided by side sewer connection only to an existing size sewer
feet from the site and the sewer system has the capacity to serve the proposed use.
OR ® b. Sewer service will require an improvement to the sewer system of:
❑ (1) feet of sewer trunk or lateral to reach the site; and /or
❑ (2) the construction of a collection system on the site; and /or
® (3) other (describe): S.. I010 h cf t o rI v 44-e y ou m S p f'e.wal
2. (Must be completed if 1.b above is checked)
p a. The sewer system improvement is in conformance with a County approved sewer comprehensive
plan,
OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment.
3. 141 a. The proposed project is within the corporate limits of the District, or has been granted Boundary
Review Board approval for extension of service outside the District,
OR ❑ b. Annexation or BRB approval will be necessary to provide service.
4. Service is subject to the following: PERMIT: $
a. District Connection Charges due prior to connection:
GFC: $ SFC: $ UNIT: $ TOTAL: $
(Subject to Change on January 1st)
King County /METRO Capacity Charge: Currently, $4136.93 /residential equivalent, will be billed
directly by King County after connection to the sewer system. (Subject to change by King Co /Metro
without notice.)
b. Easements: ❑ Required N May be I�equir d ,
c. Other. C I ti f es b e � e .•- h-+t n c a � `{Z rte of co Pl0c cGfioh
By
r RD A E�" T eR ENVIRON tW77
CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABI!_,''' Y
® Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability
I hereby certify that the above sewer agency information is true. This certification shall be valid for one year
from ate of sign e.
Title
14816 ataxy Road South
P.O. B 9550
Tukwila, WA 98168
Phone: (206) 242 -3236
Fax: (206) 242 -1527 RECEIVE®
'AUG 15 2005
V as-jos —
Date
•NS 1.' �%yl:i .1rtk'4.• fy..I lYber4370 r
n . Tr;: i�r• 4rr' ��1�' a���Ol������, �r°; ��I, raR' ra• r�r�. .f„M!.!�'S�.ariN��•'.la.,'w�:�. �Y.dirroYF7(o�,it ,..,..7�r .
Site address (attach map and legal description showing hydrant location and size of main):
of tta
afire , -9 5010 g-
Phone:
Name:
Address:
Phone:
This certificate is for the purposes of:
❑ Residential Building Permit ❑ Preliminary Plat
❑ Commercial /Industrial Building Permit ❑ Rezone
Estimated number of service connections and water meter size(s):
❑ Other
; /I/ , 3 i'N- -c.--
Vehicular distance from nearest hydrant to the closest point of structure is ' Z b ft.
Area is served by (Water Utility District): ` D '` / 2S
CITY OF TLIKWILA
Community Development Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
gent Signe ure
The improvements required to upgrade the water system to bring It Into compliance with the utilities' comprehensive plan or to
meet the minimum flow requirements of the project before connection and to meet the State cross connection control
requirements:
Owe NI Sida
1./6 1y Dv- /V & ,7rb
0�- 24� --1q o0
1. The proposed' project is within / Gt- Le, ;
2.
3.
Q✓ 1 improvements required.
I hereby certify that the above information is true and correct.
1' t Co co t4—r -v I c 1
Agen / hone
•
RECEIVED
`AUG '15 2005
T
CERTIFICATE OF WATER AVAILABILITY
Required only if outside City of Tukwila water district
Z% - 2-YZ — C5
Permit Center /Build lq Division:
206-431-3670
Public Works Department:
206-433-0179
Planning Division:
206431-3670
PERMIT NO.:
V. Short Subdivision
( dl II 2 '' 4 /
Date
This certificate is not valid without Water District No. 125's attachment entitled
"Attachment to Certificate of Water Availability."
(City /County)
(Use separate sheet if more room is needed)
4. Based upon the improvements listed above, water can be provi d and. will be available at the site with a flow of • 98 gpi
at 20 psi residual for a duration of 2 hours at a velocity of fps as documented by the attached calculations.
5. Water ailability:
Acceptable service can be provided to this project
Acceptable service cannot be provided to this project unless the improvements in Item B -2 are met.
System is not capable of providing service to this project.
/ A /
Date
k-fp A(7 -r 1 -05
July 27, 2005
Mr. Gary Singh
4224 South 148 Street
Tukwila, WA 98188
RE: L05 -046 Proposed Short Plat at 4614 S. 148 Street — Incomplete Application
Dear Mr. Singh:
I wanted to follow up our telephone conversation last Friday, July 22, 2005 regarding
your proposed short plat at 4614 South 148 Street. In that conversation, you indicated
that you were going to withdraw the proposed short plat application. If you wish to
withdraw the application, please provide a written request to the Department of
Community Development., including your request for a refund of application fees
If you wish to continue with the short plat application, I need to add an item to those that
were missing from your original application materials. Please also provide the civil plans
meeting the criteria as listed on the Short Plat Completeness Checklist— this includes the
vertical and horizontal datum information. A copy of that portion of the Checklist is
attached for your use.
Please let me know if you have any questions. I can be reached at 206 - 431 -3661.
Sincerely,
Carol Lumb
Senior Planner
Enclosure
CL
q:\L05-046\Singh.doc
•
City of Tukwila
cc: Nora Gierloff, Planning Manager
Jill Mosqueda, Development Engineer
Page 1 of 1 07/27/2005 3:34 PM
Steven M. Mullet, Mayor
Department of Community Development Steve Lancaster, Director
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665
NAME OF PROJECT/DEVELOPMENT:
LOCATION OF PROJECT/DEVELOPMENT: (Give street address or, if vacant, indicate
lot(s), block and subdivision, access street, and nearest intersection. LIST ALL TAX LOT NUMBERS.
46 /z/ SO- /yg f,� s�; 7 0 -
Quarter: Section: Township: Range:
(This information may be found on your tax statement.)
DEVELOPMENT COORDINATOR :
The individual who:
• has decision making authority on behalf of the applicant in meetings with City staff,
• has full responsibility for identifying and satisfying all relevant and sometimes overlapping
development standards, and
• is the primary contact with the City to whom all notices and reports will be sent.
S t A2/6 - ; K_ 6 7-060-41.
gz2y /e/Eee & .
FAX: 24, -c/33 Y 7 8.?
Name:
Address:
Phone: - 20 (7 - 2 q / /7 0 P
E -mail:
Signature:
O: WPPHAADLANDUSB.APPWITPLTPT DWI Uo
•
CITY OF TUKWILA
Department of Community Development
6300 Southcenter Boulevard, Tukwila, WA 98188
Telephone: (206) 431 -3670 FAX (206) 431-3665
E - mail: tulsalanAci.tukwila.wa.us
i
7 PaVee, # O0 000 - 0 695
Date:
•
SHORT
RECEIVEDLAT
'AUG '15 200 �SS)
COMMUNITY
L05 -O `ti(r
Pas- O(o3
FOR STAFF USE ONLY Sierra Type: P.SS
Planner: L,piyo (
Lv 146
File Number: L-0 D 5 Z.
Application Complete
(Date;
)
V
Project File Number:
Application Incomplete
L
(Date:
)
Other File Numbers:
NAME OF PROJECT/DEVELOPMENT:
LOCATION OF PROJECT/DEVELOPMENT: (Give street address or, if vacant, indicate
lot(s), block and subdivision, access street, and nearest intersection. LIST ALL TAX LOT NUMBERS.
46 /z/ SO- /yg f,� s�; 7 0 -
Quarter: Section: Township: Range:
(This information may be found on your tax statement.)
DEVELOPMENT COORDINATOR :
The individual who:
• has decision making authority on behalf of the applicant in meetings with City staff,
• has full responsibility for identifying and satisfying all relevant and sometimes overlapping
development standards, and
• is the primary contact with the City to whom all notices and reports will be sent.
S t A2/6 - ; K_ 6 7-060-41.
gz2y /e/Eee & .
FAX: 24, -c/33 Y 7 8.?
Name:
Address:
Phone: - 20 (7 - 2 q / /7 0 P
E -mail:
Signature:
O: WPPHAADLANDUSB.APPWITPLTPT DWI Uo
•
CITY OF TUKWILA
Department of Community Development
6300 Southcenter Boulevard, Tukwila, WA 98188
Telephone: (206) 431 -3670 FAX (206) 431-3665
E - mail: tulsalanAci.tukwila.wa.us
i
7 PaVee, # O0 000 - 0 695
Date:
•
SHORT
RECEIVEDLAT
'AUG '15 200 �SS)
COMMUNITY
L05 -O `ti(r
Pas- O(o3
Check items
submitted
With
application
Information' Required. May be waived:in.unusual• cases,- utpon•approval ofboth Public ,Work,
• and Planning
APPLICATION MATERIALS:
'
1. Application Checklist (1 copy) indicating items submitted with application.
2. Completed Application Form and drawings (4 copies).
3. One set of all plans reduced to 81/2" by 11".
4. Application Fee — up to 4 Tots in LDR $500, other zones $1,000
-- 5 to 9 lots in all zones $1,000
.0 I R .
S. SEPA Environmental Checklist (for 5 -9 lots, cut/fill over 500 cubic yards see SEPA
Application Packet)
PUBLIC NOTICE MATERIALS:
T i 1
6. If the project requires SEPA review or involves a short plat of 5 —9 lots: a 4' x 4' public
notice board will be required on site within 14 days of the Department determining that a complete
application has been received (see SEPA Application).
1J ) A •
7. If the project involves a short plat of 5 9 lots: One (1) set of mailing labels for all property
owners and tenants (residents or businesses) within 500 feet of the subject property. Note: Each
unit in multiple- family buildings—e.g. apartments, condos, trailer parks—must be included (see
SEPA Application)
rJ ( ft •
8. If the project involves a short plat of 5 9 lots: King County Assessor's map(s) which shows
the location of each property within 500 ft. of the subject lot
PROJECT DESCRIPTION AND ANALYSIS:
See- . tCti
10. Vicinity Map with site location.
4 y4 a t
11. Title Report: Clearly establish status as legal lot(s) of record, ownership, all known
easements and encumbrances, must be dated within 45 days of application filing.
Yes 1./
' 12. Document sewer and water availability if provided by other than the City of Tukwila.
IC....,143.
A written discussion of project consistency with decision criteria (see Application).
p„ 1 .,,,,
4. Any required maintenance agreements, easements or other documents ready for recording.
/1 a ca � ✓
15. Technical Information Report (TIR) including feasibility analysis per King County Surface
Water Design Manual (KCSWDM). For additional guidance contact Public Works.
i\ , i
16. Provide sensitive area studies as needed per Tukwila's Sensitive Areas Ordinance (TMC
18.45) for example wetland or geotechnical reports.
A G �,..)
17. Printed computer plat closure or demonstrated mathematical plat closure on all lots, streets,
alleys and boundaries. Allowable error of closure shall not exceed one foot in 5,000 feet.
The materials listed below must be submitted with your application unless specifically waived in writing by the Public
Works Department and the Department of Community Development Please contact each Department if you feel that certain
items are not applicable to your project and should be waived, or should be submitted at a later date for use at the public
hearing (e.g. colored renderings). Application review will not begin until it is determined to be complete. ADDITIONAL
MATERIALS MAY BE REQUIRED.
The initial application materials allow starting project review and vesting the applicant's rights. However, they in no way
limit the City's ability to require additional information as needed to establish consistency with development standards.
City staff are available to answer questions about application materials at 206.431 -3670 (Department of Community
Development) and 206 - 433 -0179 (Department of Public Works).
C1Naat PileAltedJkpokISMTPLTAPP dek 0U1d0]
Cheek items
submitted
with
application
Information Requ Max be waived in unusfral.+cases, 'of both" blic Works •
. and Planning. ,
.
PLAT SURVEY: a template Is available from the City in AutoCAD format
./
18 (a) The plat survey must include the name of the plat, graphic scale, space for the City of
Tukwila file number and north arrow. It shall be drawn with black ink in record of survey
format and include the elements listed at TMC 17.04.060 A. This shall be stamped by the
surveyor.
(b) Legal descriptions of the existing and proposed lots.
(c) The final plat documents must include all applicable certificates and approvals listed in
the "Certificates and Approvals" section of this application (TMC 17.04.060). Sections for the
surveyor and owner(s) must be signed prior to submittal.
(d) Existing and proposed lot lines shall be shown solid with new lines called out and lot
lines to be removed shall be shown dashed.
(e) Lot and block numbers shall begin with the number one (1) and be numbered
consecutively without omission or duplication.
✓
(f) Total lot or parcel sizes and average width of each proposed lot (min 50 ft. for
residential).
:,/-
(g) Dash in required setback distances from all parcel lot lines.
(h) Fire access lanes and turn- arounds per Fire Department standards.
✓
(1) Location of all tracts to be dedicated to any public or private purpose shall be
distinguished from lots intended for general development with notes stating their purpose and
limitations.
'
(j) Locations of existing and proposed public street rights -of -way and private access
easements.
(k) Location, dimension and purpose of existing and proposed easements. Provide recorded
documents which identify the nature and extent of existing easements.
LANDSCAPE PLAN: for 5-9 lot short plats
N
1 f\
19 (a) Landscape planting plan stamped and signed by a Washington State licensed landscape
architect. Plan must include at least one tree in the front yard of each lot and meet Public Works
standards (TMC 17.20.030 0). Plans must include the type, quantity, spacing and location of all
plantings. Maximum sheet size 24" x 36 ".
l A
(b) Show all existing trees to be retained and any tree protection measures required (for
example fencing at drip line).
SENSITIVE AREAS PLAN:
N 1 .\),
20 (a) Location of all sensitive areas (e.g. streams, wetlands, slopes over 20%, coal mine areas
and important geological and archaeological sites). For stream frontage provide existing and
proposed top of stream bank, stream bank toe, stream mean high water mark, and base flood
elevation (i.e., 100 yr. flood). Maximum sheet size 24" x 36 ".
i■
j'`
(b) Location of all required sensitive area buffers, setbacks tracts and protection measures.
)
IN
(c) Show all trues over 4" caliper, indicating those to be retained.
i\) IN
(d) Show proposed lot and tract lines.
CIVIL PLANS:
°-'
,_' ___
21. (a) One set of all civil plans and analyses shall be stamped, signed and dated by a licensed
professional engineer. Include a graphic scale and north arrow. Maximum sheet size 24" x 36 ".
_ r
1 v
(b) Vertical datum NAVD 1988 and horizontal datum NAD 83/91. Conversion calculations
to NOVD 1929, if in a flood zone or flood -prone area.
AccleA
(o) Existing (dashed) and proposed (solid) topography at 2' intervals (minimum 20 ft.
beyond the _property line).
C:WoMf_PJn Rc 800k rinTAPP.doo, O1l1W03
Loformation:Requiied.
Information Requill May be waived in unusual cases;,upon. app r.ofboth Public , Works.
and. Planning
Response
•
Total existing lots prior to Short Plat.
(e) Existing and proposed utility easements and improvements, on site and in street (water,
sewer, power, natural gas, telephone, cable). Schematic designs to be provided regardless of
purveyor (e.g. site line size, location, and size of public main). No capacity calcs, invert depth,
valve locations or the like are needed.
1
(t) Storm drainage design at least 90% complete, which meets the KCSWDM. Call out
total existing and proposed impervious surface in square feet. Include all storm drainage
conveyance systems, water quality features, detention structures, maintenance access and safety
features.
i/
Total lots in this Short Plat.
(h) Show the 100 yr. floodjlain boundary and elevation as shown on FEMA maps.
Total acres involved in the Short Plat.
I y ,
(j) Show planned access to lots, driveways, fire access lanes and turn- arounds.
1
ac v'2 .
✓
Constraints (sensitive area, right of way,
retention/detention areas) in acres or 9L
n f 61-1 .e_
, v
Any preexisting uses?
Su- c
,\ ( _
Overall density (lots/acre).
d ei 5 (.6k S
ID g G ,
Check items •
submitted
with
application
Information Requill May be waived in unusual cases;,upon. app r.ofboth Public , Works.
and. Planning
4
(d) Total expected cut and fill for plat buildout.
•
1 5 c ,
Q G
(e) Existing and proposed utility easements and improvements, on site and in street (water,
sewer, power, natural gas, telephone, cable). Schematic designs to be provided regardless of
purveyor (e.g. site line size, location, and size of public main). No capacity calcs, invert depth,
valve locations or the like are needed.
(t) Storm drainage design at least 90% complete, which meets the KCSWDM. Call out
total existing and proposed impervious surface in square feet. Include all storm drainage
conveyance systems, water quality features, detention structures, maintenance access and safety
features.
i/
(g) Locate the nearest existing hydrant and all proposed hydrants.
(h) Show the 100 yr. floodjlain boundary and elevation as shown on FEMA maps.
(i) Plan, profile and cross - section for any right -of -way improvements.
IV
(j) Show planned access to lots, driveways, fire access lanes and turn- arounds.
v
(k) Show the location and distance to proposed property lines of all existing structures,
indicating those to be removed. Show the expected location of all new buildings.
✓
(1) Show proposed lot and tract lines.
GROWTH MANAGEMENT ACT REQUIRED INFORMATION
J
CM1NonY Pibaed Boo IA HTPLTArP doc.0U ICU OI
ESRI ArcExplorer 2.0
Grewal Short Plat
City Limits
parc1_05
2' Contours
streets 0
Water Bodies
Friday, Aug 19 2005
DECLARATION
Know all men by these presents that we, the undersigned,
owner(s) in fee simple of the lend herein described do hereby
make a SHORT PLAT. The undersigned further declare..
this SHORT PLAT to be a graphic representation of .
said SHORT PLAT of said and some is made with the free
consent and in accordance with the desire of the owner(s).
IN WITNESS WHEREOF we set our hands and seols.
Stote of Washington
County of King
On this day personally appeared be fore me urai $ 1_
to me known to be the individual litho
executed the foregoing instrument and acknowledged the
he/sine he4sine signed the some as his /. er• voluntary act and deed
for the uses and purposes mentioned therein.
..
GIVEN under my hand o seal this day of �.Qy1 b , 2006_
Signoture Q. N
Name as commissioned Alice A. Degv, c
Title Notary t' A. D ��'4,..
My appointment expires . -I: F. /.
. .... .NOTA
s,
State of Washington
County of Kf»
CITY OF TUKWILA
KING .COUNTY, WASHINGTON
SHORT PLAT
FILE NO. L05 -052
0 this doy personally appeared be fore me SUK{>bir• Kaur
[irewgl_�__ to me known to be the individual who
executed the foregoing instrument and acknowledged the
bE/ signed the some as . /her voluntary oct and deed
for the uses and purposes mentioned therein:
GIVEN under my hand o seal this doy of l-,�v /E. Zoo6
Signature 4 Nome as commissioned Alice ° A• Deacy .
Title Notary
My oppointm nt expires 6-16 -OR ri:EA Dyr
% " VBLIG
9 �� y4 � O �
y WAS
Q. Na
RECORDER'S CERTIFICATE
filed for record this day of 20 of M
in book of at poge of the request of
1 r ch,are{ SC'Aroef La. el S,irve
Mgr. Supt. of Records
r ) T jF . 418.0x. e
4 y, Op W �rN \
:APPROVALS:.
Reviewed and approved by the Short Subdivision Committee
and hereby c rti ied for filing this IQ' of. /V1A-f 2aa10
/
Chairman, Short Subdivision Committee .
OLD LEGAL DESCRIPTION
TRACT 19, BLOCK 5, ADAMS HOME TRACTS, ACCORDING TO THE PLAT
THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF
KING COUNTY, WASHINGTON..
NEW LEGAL DESCRIPTIONS ,
LID, Sl.(.RWE�YOR'S CERTIFICATE
i a roe ✓ registered as o lond
surveyor by the Stote of Washington, certify that this
plot is bosed on on actual survey of the lond described
herein, conducted by me or under my supervision;
that the distances, courses and angles are shown
thereon correctly, and that monuments other than
those monuments appro�rl6fif lot gr date,
have been set and to c sick a and as
depicted on the plot.
Deputy Assessor
Account Number UU4V000ayD - -
LOT 1
THAT PORTION OF TRACT 19, BLOCK 5, ADAMS HOME TRACTS,
ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS,
PAGE 31, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS
FOLLOWS: • ,
BEGINNING AT THE SOUTHEAST CORNER OF SAID TRACT 19; THENCE
NORTH 0112'16" EAST, ALONG THE EAST LINE OF SAID TRACT 19,
65.41 FEET; THENCE NORTH 88'02'25" WEST 64.72 FEET; THENCE
NORTH 0113'44" EAST 12.08 FEET; THENCE NORTH 88'02'25" WEST
61.50 FEET TO THE WEST UNE OF SAID TRACT 19; THENCE SOUTH
0112'05" WEST, ALONG SAID WEST UNE, 75.90 FEET TO THE SOUTH
LINE OF SAID TRACT 19; THENCE SOUTH 87'59'06" EAST, ALONG SAID
SOUTH UNE, 126.21 FEET TO THE POINT OF BEGINNING.
SUBJECT TO A 20 FOOT EASEMENT FOR INGRESS, EGRESS AND UTILITIES
PER KING COUNTY RECORDING NO. 20060509000135.
LOT 2 .
THAT PORTION OF TRACT 19, BLOCK 5, ADAMS HOME TRACTS,'
ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS,..'_
PAGE 31, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS •
FOLLOWS: •
BEGINNING AT THE SOUTHEAST CORNER OF SAID TRACT 19; THENCE
NORTH 0112'16" EAST, ALONG THE EAST LINE OF SAID TRACT 19,
65.41 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING
NORTH 0112'16" EAST, ALONG SAID EAST LINE, 75.81 FEET; . THENCE
NORTH 88'02'25" WEST 126.22 FEET. TO THE WEST LINE OF SAID TRACT
19; THENCE SOUTH 0112'05" WEST, ALONG SAID WEST LINE, 63.73
FEET; THENCE SOUTH 88'02'25" EAST 61.50 FEET; THENCE SOUTH
0113'44" WEST 12.08 FEET; THENCE SOUTH 88 EAST 64.72 FEET
TO THE TRUE POINT OF BEGINNING. .
TOGETHER WITH AND SUBJECT TO A 20 FOOT EASEMENT FOR INGRESS,
EGRESS AND UTILITIES PER KING COUNTY RECORDING N0. •
20060509000135;
ALSO TOGETHER WITH OPERATION AND MAINTENANCE OF STORM WATER •
DETENTION PER RECORDING NO. 20060509000136.
LOT 3
THAT PORTION OF TRACT 19. BLOCK 5, ADAMS HOME TRACTS,
ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS,
PAGE 31, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS
FOLLOWS:
BEGINNING AT THE SOUTHEAST CORNER OF SAID TRACT 19; THENCE
NORTH 0112'16 "" EAST, ALONG THE EAST LINE OF SAID TRACT 19,
141.22 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING
NORTH 0112'16" EAST, ALONG SAID EAST LINE, 92.63 FEET; THENCE
NORTH 88'02 WEST 126.22 FEET TO THE WEST UNE OF SAID TRACT
19; THENCE SOUTH 0112'05" WEST, ALONG SAID WEST LINE, 92.63
FEET; THENCE SOUTH 88'02'25" EAST 126.22 FEET TO THE TRUE POINT
OF BEGINNING.
TOGETHER WITH AND SUBJECT TO A 20 FOOT EASEMENT FOR INGRESS,
EGRESS AND UTILITIES PER KING COUNTY RECORDING NO.
20060509000135;
ALSO TOGETHER WITH OPERATION AND MAINTENANCE OF STORM WATER
DETENTION PER RECORDING NO. 20060509000136.
SURVEY FOR:
Gary Singh
14641 - 46th Ave. So.
Seattle, WA
LOT 4 • l ,, i T: , , ,
' THAT PORTION OF' BLOCK 5, ADAMS HOME TRACTS,
•ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS,
PAGE 31, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS
• . FOLLOWS:' ',ij. =; ..' . - p .
BEGINNING :AT THE SOUTHEAST CORNER OF SAID TRACT 19; THENCE
NORTH 0112'16" EAST, ALONG THE EAST UNE OF SAID TRACT 19,
233.85 FEET!:TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING
. NORTH 0112'16" EAST, ALONG SAID EAST UNE, 76.85 FEET TO THE
. NORTH LINE OF • SAID TRACT 19;' NORTH 87'56'30" WEST, ALONG
, SAID NORTH UNE,;1126.23 FEET :TO THE WEST. UNE OF SAID TRACT 19;
THENCE SOUTH, 0112 WEST :ALONG SAID WEST UNE 77.07 FEET;
BETH GENCE INNING.', SOUTH j .25 EAST. 126.22 FEET TO THE TRUE POINT OF
. : �j88'02L t c : a ; .:
TOGETHER WI TH' AND SUBJECT: TO A 20 FOOT EASEMENT FOR INGRESS,
EGRESS AND UTILITIES PER.,KING COUNTY RECORDING NO.
2 006 0 509 0001 35; =.11;. ; ;` •.' :.. 4,
ALSO TCGETHER WITH'0PERATTON:AND MAINTENANCE OF STORM WATER
DETENTION PER RECORDING NO.• 20060509000136.
li
h. II 1 •
PRIVATE 20 FOOTi INGRESS, EGRESS AND UTILITIES EASEMENT
RECORDED UNDER: KING COUNTY. RECORDING NO. 20060509000135:
. f - . ' . , ! - 1 - , : : , - . ' , -
;'THAT PORTION OF. 19, 5,'ADAMS HOME TRACTS,
ACCORDING TO - THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS,
• PAGE 31, RECORDS OF KING COUNTY. ..WASHINGTON, DESCRIBED AS
FOLLOWS: •'-i, ; i:1 t , •. . ,, - :- 14.: _.
BEGINNING AT THE SOUTHEAST CORNER OF SAID TRACT 19; THENCE
NORTH 0112 EAST, ALONG THE EAST LINE OF SAID TRACT 19,
233.85 FEET; THENCE NORTH 188'02'25" WEST 20.00 FEET; THENCE
• SOUTH 0112'16" WEST 52.36 FEET TO A POINT OF CURVATURE; THENCE
ON A • CURVE, TO .THE RIGHT: WITH A RADIUS OF 20.00 FEET. AN ARC OF
31.68 FEET; THENCE' NORTH 88'02'25 "r WEST.44.75 FEET; THENCE
. SOUTH 0112'16" WEST 20.00 FEET; THENCE SOUTH 88'02'25" EAST
45.27 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE
RIGHT 1',:TH A RADIUS OF 20.00 FEET, AN ARC OF 31.16 FEET;
. THENCE SOUTH. 0112'16", WEST 121.46. FEET TO THE SOUTH
• LINE OF SAID TRACT 19;• THENCE SOUTH 87'59'06" EAST, ALONG
SAID SOUTH LINE, :20.00 FEET; TO THE POINT OF BEGINNING.
yl
vt: ' =1 /4: of
DWN. BY LAW
CHKD. BY .
Revised 5/12/06
1/4, S.2
DATE 11/08/04
DATE FIELD 9/29/04
SCALE
R._4_
W.M.
w
J
O
SCHROETER ®LAND 'SURVEYING
I PROFESSIONAL LAND SURVEYORS
.
P.O. Box 813, Seahurst, Washington 98062 (206) 242 -6621 FAX (206)243 -9679
JOB NO. 449/16
PROJECT NO. 04119sp
SHEET
1 OF 2
KING COUNTY, WASHINGTON
SHORT PLAT
FILE NO. L02 -052
t — So. 146th St.
a
0
0
O
0
is
11E 744th St.
Found 1/2" brass pin
in concrete in case —
6/11/99
CONTROL
nts
Found brass disk in
concrete in case —
9/15/04
It
LOT AREAS
LOT 1 = 7,682
LOT 1 = 8,990
LOT 2 = 7,225
LOT 2 = 8,825
LOT 3 = 8,450
LOT 3 = 11,691
LOT 4 = 9,714 sq.ft
LEGEND
® Concrete Monument in Case
▪ Monument
• Bronze plug
Took in Leod or Noil & Disk
O Set rebor w /cop #23604
• Found pipe or rebar
BSBL Building Setbock Line
sq.ft. (excluding easement)
sq.ft. (including easement)
sq.ft. (excluding easement)
sq.ft. (including easement)
sq.ft. (excluding easement)
sq.ft. (including easement)
20' ingress, egress, utilities Easement Area = 6,149 sq.ft.
Found 3/4" spike w/1 -1/2" washer
1.20' south & 0.59' east
of calc. intersection —
9/15/04
k So. 748th St.
Found 1 "pipe w /tock in case
2.79' east & 1.21' south
of colc. intersection —
9/15/04
RECORDER'S CERTIFICATE
filed for record this day of 20 at M
in book / of / ot page r+ ot the request
'7ic afcr c9ch /� f ie,. Lan,/ a) ✓rvtyo'
of
o ff , o
E
y O
a
P-
o v
N r
0 CO
CID •
tfc
0
WO
,n -
E
N co
o
z co
(
15'
were measured with a six second theodolite and electronic
measuring device, supplemented by a steel tape.
this survey meets or exceeds the stondords contoined
in WAC 332 - 130 -090.
REFERENCES:
Plat of Adoms Home Tracts, Vol. 11/31
ROS 30/57
ROS 73/63
20
Found. 1" pipe
1.71' north & 0.97'
east of set RR spike
in asphalt
126.21'
Found 3/4" pipe
on line ,. I
NOTES:
1). Lots 2, 3 and 4 ore
responsible for maintenance of
the privote access eosement Rec.
#20060509000135.
2). Lots 2, 3 and 4 ore
responsible for the maintenance
of the storm water collection
system. the system shall be
maintained according to the
Operation and Mointenonce Moriulil
Rec. No. 2060509000136 a copy
of which will be provided to each
lot purchaser.
hog wire
on line
hog wire fence
is 0.7' north & 1.2'
east of set rebar w
Sa 1148fh St.
LAND, SURVYOR'S CERTIFICATE
I, [)ichor eff , registered as o lond
surveyor by the State of Washington, certify that this
plot is based on on actual survey of the lond described
herein, conducted by me or under my supervision;
that the distances, courses and ongles ore shown
thereon correctly, and that monuments other than
those monuments approyg fe 9/btyr dote, -
hnvo boon cet a nd lot c t ak a Und OS
LOT 7
Own' • .x. I %I :
126.21' . colc. 126.4' Plut
S87'59'06 "E
c .,
SURVEY FOR:
Gory Singh
Existing
House
#4614 + 10.C'
14641 — 46th Ave. So.
• Seattle, WA
;f1
i ;:
S88'02'25 "E '
L= 54.72
1
pil 1 : 20'
�( --- BSBL
•
• a
N , i
r u
0
inch = 30 rt_
PORTION
1 /4j NE _1 /4, S. 22
Found rebor w /cop #15639
0.39' west & 0.78' north
of colt. position.
orth end choin Zink •
fence is 0.6' east &
0.0' south of colc. position.
78
iI
10' Storm Drainage
Eosement Recording No.
20060509000135
chain link fence
is 0.8' east
7'x10' .lNew Private easement for
Waterline Rec.,' #20060509000135
_ z
-
roe
HO
New private 20' Eosement for •
ingress, egress & utilities Rec.
t #2060509000135
north end chain link
fence on concrete woll
is 1.0' east
•
5' New Privote Eosement for
utilities Rec. #20060509000135
south end 6'choin link
fence on concrete wall
is 1.7' north & 1.4'
eost of set rebar w /cop
DWN. BY
LAW
CHKD. BY
Revised 5/12/06
0
N
11
0
r ,ts
Tr 11 / 31
da l.
30'
DATE 11/08/04
DATE FIELD 9/29/04
SCALE 1" = 30'
60'
R. 4 __E., W.M.
w
J
0
>
SCHROETER ®LAND SURVEYING
t.
PROFESSIONAL LAND SURVEYORS
P.O. Box 813, Seahurst, Washington 98062 (206) 242 -6621 FAX (206)243 -9679
JOB N0. 449/16
PROJECT NO. 04119sp
SHEET
2 OF 2
pipe
n & 1.48'
;et RR spike
spike
nolt
pipe
,t
•
yak
s
•
e l" n
.ire fence
2051
n i ' `P Existing" d 7
1, ' Ho 4614 a
reps N is "
9s.1
1' 1/ $
9
, � .8.1{ I 11,0�f l im28.N:rob211.
h 1 :
"City Light"
vault ouch 9dg
asphalt
19 29
,587'58'
. \ 126.2:
19.7
ce 3.3'
& 1.2'
'ebar w /cap
r n?
k
9
2
I
NN - PP « t 4 p IM
[[ P'" k W W A e " "e. N 3 { r W CCr'"' } f P P
TTT + iii "" + GGG "TT +GGii P N
PS PP PP PP Na
1 1 1 1
7
edge of asphalt ,. 4b
NZ, NO>D�111
JOB NOS CS63 -
DESIONt 'zs
ORAWNI "SA/
APP'DS
el) - 289.2'
e 4 "pvt(S) =287.8'
Inv(6 " =28
iim = 289.2
In v(6 "p vc(N )= 287. cb
fil OA' 1 rim - 288.3'
009 Inv(6 "pvc(0.286.
u ound reabr w /cap #15639
0.12' east & 0.28 south
1 ' of talc. position_ .......
y0 '
North end chain l,nr
fence is 1.1' east &
1.1' south od talc. pot
chain link fence
is 1.4 east
seas k
3 4 1T
,nt ue ln
12 • e NN
Ne
north end chain link
fence on c0Cn0rele wall
M 1.6' east
cb
rim = 293.0
In 4 - ((N))- 291.8'
In "(N)- 29
il 1„(no grate)
re
N Iu
■
e 20' Easement -
rams. egress &
end 6'cho.n link
fence on concrete wall
Is 1.7' north & 1.4'
east of set rebor w /cal
Im tray mmf/Osslmm Plea
4-Lot Residential Short Plat
4614 S. 148th Street
Tukwila, WA 98168
N
0
te
te
N
to
1 1
T eultgl
N
.4
i ;
1
Sidhs Homes. Inc.
4224 S. 148th Street
Tukwila, WA 98168
OtOd P/L L47530-4
F.L " -Z.
: 0+35 eRot - 7YR.E/ W/ TOE
'P/N = Z89 O
(13 . 2,94.6a
/ ,"2 / L'Lfa"Z - 7YPL / !LV/ 7L6
.' /Na 290.3
. !NJ = 29L.00
24/6 VE27 2r".e k'
4 F.L. = 2 92. s
4
3 A I Z- 7 6 .P /W
t AL.. Z9 /.0
510 Z. EX. EP.
• w' FL. /P /W/ - e9G. 7
1
i
1
88
rr
1.
1 E
1
1
1
tt
►i
11
ee
t;
(
Bruce S. MacVeigh, P.E. - Civil Engineer
14245 E911Aveaae5wt6
T&blle, WA 95168
ti` tZ4 I. to L
. 99 F
�a`a�e.r�w9 NN4 '-�rCi
1 1:d,'z1,1 :gaAl3
a ''
is 1_121;
. i
d
M- 10_w*4H 1 P r
i
1
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w
1�ty1.l.t:cl.va�1:�
WW WV1WW VlWU t'y" 0 1
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