HomeMy WebLinkAboutPermit L99-0073 - SINGH HARRY - SHORT PLATL99 -0073
RAM SHORT PLAT
13425 48th Ave. So.
(SHORT PLAT LAND DEVELOPMENT LAND USE DEVELOPMENT
MEMORANDUM
TO: Jim Morrow via Jill Mosqueda
Tom Keefe via Steve Kohler
FROM: Nora Gierloff
RE: Ram Short Plat
DATE: May 3, 2001
FILE: L99 -0073
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 signing the plat. Jim Morrow and Tom Keefe, please indicate your
approval by putting your initials next to your name below. If you do not approve,
indicate any additional requirements below.
Approved by Tom Keefe (initials)
Approved by Jim Morrow (initials)
RECEIVED
MAY 0 4 2001
Purla UK
ILA ORKS
O:
Qf
cow •
J H'
co
u O's
<,
.cam,
= d
I-w
zt-
E • O';: •
• Z
w w.
D oY
• w w.
:H.UF •
4
• .O
z
April 17, 2001
City of Tukwila
Steven M. Mullet, Mayor
Department of Community Development Steve Lancaster, Director
Harry Singh
224 S. 152 "d Street #45
Seattle, WA 98148
RE: Ram Short Plat L99 -0073
Dear Mr. Singh:
Thank you for your submittal of final plat drawings on April 9h. After reviewing the drawing the
Planning, Public Works and Fire Departments have the following comments:
1. As requested in our June 1, 2000 letter a notation must be made on the face of the plat that
parking is not allowed on the access road or turnaround.
2. Why is there a Tract A? The plat does not show a legal description for the Tract. The Tract
Detail does not add information and in fact, does not match the plat. Who will own it? Is it
really necessary to have it?
3. You need to provide maintenance agreements for the access tract and common utilities,
including the detention vault as required in the preliminary approval letter.
4. The bearing for the line between Lots 1 and 2 stated in the legal description does not match
the plat map nor the other legalese.
5. The parcel number should appear on the face of the plat for indexing purposes.
6. You are not dedicating property to the City with this short plat, so the signature block on the
second page should be titled "Declaration" not "Dedication ".
If you have any questions about these requirements please call me at (206) 433 -7141.
Sincerely,
Nora Gierloff
Associate Planner
CC: Jill Mosqueda, Public Works
Steve Kohler, Fire Department
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665
.z
=z
re w
6
.JU
o0
CO o:
:co w;.
wi
J H;
N
wo
wa..
— o.
.
z�
.I- o
LIJ
•U U.
w w.
�
U.
ui
U -'
• . • :o
Dept. Of Community Development
City of Tukwila
AFFIDAVIT OF DISTRIBUTION
1, /,FS(, ! E_ HEREBY DECLARE THAT:
Notice of Public Hearing
Determination of Non - Significance.
Notice of Public Meeting
Project Name j Shly--t' PP/. l"
Mitigated Determination of Non -
Significance
Mailer's Signature: 1 0
Hearing Examiner Agenda Pkt
Determination of Significance & Scoping
Notice
Board of Appeals Agenda Pkt
X
Notice of Decision
Planning Commission Agenda Pkt
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
Other
Was ma i 1 ed to each of the addresses listed on this • 11-"' day of Jul,' i n the
year 20 00
P:\ wynettaforms \FORMS\AFFIDAVIT- Mail.doc, 06/29/00
z
z
JU
U0.
w=
J i
�u-
w O'
ga
d
=w
z1.-.
i- O
Z I-
LL! uj
2 o,
o (I•2' 1
1
r-
0
..z
Lij
U 4•
O�
z
Project Name j Shly--t' PP/. l"
Project Number: L C19- C)61,
Mailer's Signature: 1 0
0
P:\ wynettaforms \FORMS\AFFIDAVIT- Mail.doc, 06/29/00
z
z
JU
U0.
w=
J i
�u-
w O'
ga
d
=w
z1.-.
i- O
Z I-
LL! uj
2 o,
o (I•2' 1
1
r-
0
..z
Lij
U 4•
O�
z
•
•
Fi
July 10, 2000
City of Tukwila
Steven M. Mullet, Mayor
Department of Community Development Steve Lancaster, Director
Jim Jaeger
Jaeger Engineering
9419 S. 204th Place
Kent, WA 98031
RE: Ram Short Plat L99 -0073
13423 48 Avenue South
Dear Mr. Jaeger:
NOTICE OF DECISION
- / 9s-ac'
PLel
P5 a . .
The Short Subdivision Committee has completed review of your short plat application, and based
on the submittal, preliminary approval is granted subject to the conditions stated below. This
letter serves as the Notice of Decision per TMC 18.104.170. This decision is appealable to the
Hearing Examiner and any appeal must be filed before the end of the 21 day appeal period on
August 151. For additional appeal information contact the Project Planner.
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 City's policies and regulations.
PRELIMINARY APPROVAL CONDITIONS
Utilities
a. Drainage structures must be installed per the drawing approved by Public Works on July
10, 2000.
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665
• f
Short Plat L99 -0073
Page 2
b. Extension of the sewer and water lines to the lots shall be approved by the appropriate
utility. As -built plans shall be provided to the Public Works Department. Final plat should
show the water meters on the pr4rerty at the property line. The City gees -not wmtt the
water meters in public right- of- way. KN-3
Access
c. A 20 foot wide paved access road built to Public Works and Fire Department standards
must be provided to any new structures. A fire turnaround is required. The easement
should be labeled "Fire Access — No Parking" on the face of the plat.
Fire Protection
d. Prior to development of Lots 3 or 4, the following will be required: If there is no fire
hydrant within 250 feet of all building sites, then the developer shall either install a fire
hydrant capable of a 1000 gallon per minute flow OR the future houses will be required to
provide interior sprinklers, to be approved by the Fire Department.
This requirement must be stated on the face of the recorded plat, and must be met prior to
issuance of any building permits for Lot 3 or Lot 4.
General
e. You will need to obtain all required permits prior to beginning any construction. For water
and sewer permits, contact the individual provider District. A Miscellaneous Permit from
Tukwila for Land Altering, Storm Drainage, Access and Hauling is required. An
Applicant packet for Hauling requirements and a Miscellaneous Permit application is
enclosed. Applicant must provide estimated cut and fill volumes.
g.
Install all required site improvements, including those proposed in the short plat application
and those identified above as a conditions of approval.
Submit a set of recording documents in either legal or record of survey format that meet the
King County Recorder's requirements and contain the following items:
1. A survey map as described in the application checklist which is consistent with all of
the conditions of approval. The surveyor's original signature must be on the face of the plat.
2. Existing and proposed legal descriptions for all lots.
3. Legal description of the access /utility easement. This easement shall also be
included in the Joint Maintenance Agreement.
z
H Z.
re 21"
6 �.
00
N0'
NW:
WI
J l-
W 0,
u.Q
co
a
=W
F- 0
z �.
uj
U0
,0
W W;
z.
H =`
O 1-
z
Short Plat L99 -0073
Page 3
4. A maintenance agreement for the sewer and drainage on the east side of the
property.
5. A maintenance agreement for the access road and the storm drainage system
underneath the access road on the west side of the property.
Expiration
h. The final approved short plat must be filed with the King County Department of Records by
July 10, 2001, one year from the date of this preliminary approval or the application will
expire. The City may grant a single one year extension if requested in writing prior to the
expiration date.
z
z
re 1.1
6
0 O'
• o
CO w
w =:
.J
w
ga _1;
w <'
▪ Final Approval = w
or—
The next step is install the required site improvements, comply with the conditions of F-
w a PP roval and submit the necessary ' short plat documents (survey, legal descriptions, and
2
other required paper work). Installation of the site improvements may be delayed up to six D
months beyond final approval when a financial guarantee is provided to ensure installation. ,0 N,
I--:
wW
w
Z
H
0
O
z
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 signs your short
plat which constitutes a grant of final approval.
3. Recording
The signature of the Chairman of the Short Subdivision Committee 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 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 me.
In most circumstances, building permits on the short platted property may not be issued
until a copy of the recorded short plat is returned to the Department of Community
Development.
Short Plat L99 -0073
Page 4
Sincerely
Nora Gierlo
Associate Planner
Enclosures
cc:
Jill Mosqueda, Public Works
Mike Alderson, Fire Department
Harry Singh
King County Assessor, Accounting Division
Department of Ecology, SEPA Division
Va1Vue Sewer District
Water District 125
i'.
June 1, 2000
City of Tukwila
Steven M. Mullet, Mayor
Department of Community Development Steve Lancaster, Director
Jim Jaeger
Jaeger Engineering
9419 S. 204th Place
Kent, WA 98031
RE: Ram Short Plat L99-0073
Dear Mr. Jaeger:
Thank you for your resubmittal on May 19th• Enclosed are a redlined drainage plan and Public
Z
•
11J'
-J C.)
oo
. V) 0
(1)
-I 1-
,. Li.' 0.
2 r,
LL <
w Da,
1— ill,
0,
Z
Works comments. After reviewing the drawing the Fire Department has one additional comment: • ,
'111
a. A notation must be made on the face of the plat that parking is not allowed on the access
Ll•-)
- (6.)!
F..-1
Z,
w V);
1„.- .:
0
z
road and turnaround.
If you have any questions about these requirements please call me at (206) 433-7141.
Sincerel
Nora Gierloff
Associate Planner
-4(
Enclosure.
CC: Jill Mosqueda, Public Works
Nick Olivas, Fire Department
Harry Singh
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665
.JAIr SER ENG INEERIr'G
9419 S. 204 PLACE - KENT, WASHINGTON 98031
'PHONE (253) 850 -0934 FAx (253) 850 -0155
May 1, 2000
TARGETED DRAINAGE REPORT
RAM SHORT PLAT
13423 48TH AVE. S.
TUKWILA,' WA.
PREPARED FOR:
Applicant:
Harry Singh
224 S. 152nd St.;
Seattle, WA. 98148
(206) 992 -4416
PREPARED BY:
James J. Jaeger, P.E.
...... i... u`.. r:.: La awu.... naacua. uu. r�nu�. a. xa.: iL^'l a3t�. rLi:. M+ uvvinc .uw�h'tY.'�c+:fd:Cxi ✓'•v.;. •.
.01:rW.4.4S",F),
•
J
RECEIVED
MAY .1 9 2000
TUKWILA
PUBLIC WORKS
z
w
•
J U:
00;
WI
.coL
w o:
g Q:.
d,
•
z
z
o.
z
11J la
:O N'
0
W W:
H.
o
.. z�
.w
.0
oI.
OVERVIEW
The proposed short plat will create 4 single family residential Tots from an existing 0.71
acre single family residential lot. There is an existing house that will remain on lot I.
The 3 new Tots will range in size from 6663 sq. ft. to 7177 sq. ft. The new lots will gain
access from a private joint -use access tract along the west property line. This access tract
will connect to 48th Ave. S. The access tract will be less than 130 ft. in length as
measured from the centerline of 48`h Ave. S. It will be designed to act as a "hammer
head" Fire Dept. turn - around with extensions into Lot 2 and Lot 4. The configuration has
been reviewed and approved by the Fire Dept. The width of the pavement will be 20 11.,
within a 20 ft. wide tract or easement. All of the new Tots will have sewer connections to
the existing sewer main in 48th Ave. S.
The existing lot is generally covered with low pasture grass and lawn. The existing house
has a direct driveway onto 48'x' Ave. S., which will remain as the driveway to Lot I and
the existing house. The site slopes down to the east at a slope of approx. 7 %. There is an
existing drainage ditch along the shoulder of 48th Ave. S. This ditch is approx. 2 ft. deep .
and has culverts at each existing driveway location. There will be a new culvert at the
location of the new joint -use access tract. The existing drainage appears to sheet flow
towards the existing residential lot to the east.
z
w,
• U
wo.
w
J H;
w 0�
D
=d
. ►- al
Z
►- 0;
z a-..
LLI
w uUI
0
z.:
.0 NI
0 ~'
z .
DRAINAGE ASSESSMENT
This site will be subject to the 1998 King County Drainage Manual as adopted by the
City of Tukwila. Several pages from that manual are referenced and reproduced in this
report. The drainage manual defines several levels of drainage review. This site qualifies
for a Sinai' Site Drainage Review. The thresholds that determine this level of drainage
review includes the following: (These criteria are shown on page 1 -9 of the drainage
manual).
Z
w
6
UO
CO 0
J• =
w • °
• The new impervious surface that is produced as a result of this project is
u_ ¢
limited to between 2000 SF and 10000 SF. cn d
• The site must be a single family residential project. _
• The project clears less than 35% of the site area. ? �.
I-0.
Our site meets these three requirements. The proposed new,impervious surface that will �,
be produced as a result of this project is 10582 SF as shown on the attached calculation 0.
sheet. However, there is an existing concrete patio that will be removed and allow a 600 0 co
ft. reduction in the new impervious surface yielding a net new impervious surface of w ~
9982 SF. This includes the new paved access tract and Fire Dept. turn - around, all new v
driveways and carports and an assignment of 1400 SF of house "footprint" per lot, for the �- p
3 new lots. By definition (page 1 -4 of the manual), this site is a single family residential w Z
project. Short plats and plats fall within this definition. Finally, the site will clear less ▪ =:
than 35% of the parcel area. Actually, the site is already cleared of trees, with only 0 I'
pasture grass and lawn remaining. However, counting the new access road and the new
houses, the amount of site clearing for this project will be 32.4 %.
The manual requirements for small site drainage review has several options that are to be
evaluated in a preferred order. The preferred option is infiltration for roof downspout
drains and driveways. A couple of the requirements for the use of infiltration is that the
soils must be medium or coarse sands and there must be a minimum of 12" of separation
between the bottom of the infiltration trench and the maximum seasonal high water level.
1 excavated 4 soil Togs on the site on Nov. 2 to evaluate the potential for infiltration. The
location of the soil logs are shown on the engineering plan. The results of each soil log
are summarized on the attached pages. Essentially, the soils are too fine to qualify for
site infiltration. The soils can be categorized as silt, sandy silt or fine sand. They are not
the medium sands that are recommended in the manual for infiltration applications.
Additionally, there appears to be a seasonal perched water table that is between 8" and
24" of the surface. This conclusion is a result of the presence of mottles within the soil
layers of the test pits. The depths of the mottled layers are shown on the soil logs.
In the event that infiltration is not available, the drainage manual allows for other
alternatives. if the lots are over 22000 SF, then splash blocks or dispersal trenches are an
option. The splash blocks require a minimum discharge travel length of 50 ft. before
reaching a property line. The size of these lots do not allow for this option. Another
option is a perforated tightline drainage connection. This requires the availability of a
direct connection to the drainage system within the street or other approved drainage
system. This option is available to this site due to the proposed drainage system and the
existing ditch along the frontage road. As such, the engineering plans show the detail and
suggested location for the perforated tightline connection. This connection includes a 10
ft. long by 2 ft. wide rock-filled trench with an outlet piped connection to the street
drainage system. The manual states that the objective is to gain some infiltration benefit
during the dryer periods of the year with the understanding that there will be overflow
discharges to the street drainage system during the wet periods when the water tables are
high and soils are saturated.
DRAINAGE DETENTION
Due to a history of drainage problerns within the downstream drainage system, the City is
requiring that the site be provided with a drainage detention system. This detention
system should be designed based upon the 1998 King County Surface Water Design
Manual. This document uses the King County Runoff Time Series (KCRTS) as the tool
to determine the respective drainage peak flows for various storm events and for the
predeveloped and post - developed site conditions. The City has stated that for this
project, a Level 1 KCRTS drainage detention standard will apply. The Level 1 standard
requires.that the post developed peak flows for the 2 year and 10 year storm not exceed
the predeveloped peak rates for the satne storm events. A detention storage facility will
be required to mitigate the increase in peak flows due to the new impervious surface. An
orifice type flow restrictor will be used to limit the discharge from the storage facility to
the pre- determined flow rate.
For this site, the Level 1 KCRTS method was used to calculate the drainage detention
requirements. The engineering plans show a 100 ft. long, 48" diameter underground
storage pipe as the detention facility. A type 2 catch basin at the pipe outlet will be
equipped with an flow restrictor riser pipe with 2 orifice discharges. The detail for this
catch basin and riser is shown on the plans and within this report. The computer output
sheets resulting from the KCRTS program are attached for reference.
The basic design of the system included splitting the site into two developed drainage
basins. The area of the site used to size the detention system included all of the area that
will drain into the detention pipe. This area includes the new access road within the Tract
and that portion within Lot 4 and also the roof footprint areas for each new house. This
area totaled 0.18 acres (see attached worksheets). The only impervious area that this did
not include is the driveway for each lot. These driveways are too low in elevation to
drain into the detention pipe. The detention pipe was sized such that the peak flow
drainage from the developed impervious surfaces that drain into the pipe did not exceed
the peak flow from the existing grass surface from that same area. The respective peak
flows are summarized as follows:
(table Al) (table A2) (det facil. table)
Storm event. Predev. grass (CFS) Developed imperv. (CFS) Pipe discharge (CFS)
2 year: 0.01 0.04 0.01
10 year: 0.02 0.05 0.02
The required detention storage volume is 1288 cubic ft. The 48" diameter detention pipe
was designed to allow liar a 6" dead storage depth on the bottom for sedimentation. This
dead storage volume was not used when calculating the available detention storage.
z
z
re g
J O.
UO
CO C) •
CD ID
J =
t-
wO
co
J
za
z�
t— O
z t—:
w
D
U
tA;
,O
W
H U
w N:
z
Additionally, the peak flows were calculated for the areas of the 3 new lots that do not
drain into the detention system. This area includes all of the yard areas and the new
driveways. This area is 0.35 acres. This area will continue to sheet flow to the adjacent
lots to the northeast. A peak flow calculation was performed to compare the developed
yard flows with the predeveloped site flows that drain to these adjacent lots. A summary
of those flow calculations are:
2 year:
10 year:
(table B I)
Predev. Site (CFS)
0.03
0.05
(table B2)
Developed yards /driveways (CFS)
0.03
0.04
short plat drainage calculations
tributary drainage
4 Recku-Q- e.c.4
YTh .
U i-411e--- cure o- e si--k
a-r\ 'YN.Q.A.A.i lot it- Ce- "fr I
0+-
cst- 1-4)-f- 4f ( u-QcL
•,/ • d IrtkA O*-e
ircTe-r\/ ,
) to' = .320
r+2-'. I
0/S1
s. . • i)Q_$...R..to(2.._.A
o,s •'-\v`m
r'N I
i •
Ptc_
05(2) 2- $4- 7C9(00 2_qZ2- .s- F
0(07 c_ .
0-0( 91-to
0 ,v
wIll
7 6) cM- 1:=
3c0 3 3F
2-3 51::
,
0 6 I AC-.
O.7-
0, 2_-(8. .
z •
A I
4
PRE- bEvL3I7ei, PEAK. PLO s
Flow Frequency Analysis , le k■ ,
Time Series File:ramlpre.tsf
Project Location:Sea-Tac 1 o.-Y-‘,100-5- earakr-3)
---Annual Peak Flow Pales-
Flow Rate Rank Time of Peak
(CFS)
0.015 4 2/09/01. 2:00
0.008 7 1/05/02 1.6:00
0.019 2 2/27/03 7:00
0.003 8 3/24/04 19:00
0.008 6 1/05/05 8:00
0.015 3 1/18/06 1.6:00
0.014
11/24/06 3:00
0.036 1 1/09/08 6:00
Computed Peaks
z.
z
ID yr, :
Flow!Trequency Analysis
- - Peaks - - Rank Return Prob
6,02-
(CFS)
0.036
0 01.9
°:_.(21D
0.015
(0)
0.008
0.003
0.030
C-F:5
cFs
Period
1. 1.00.00 0.990
2 25.00 0.960
3 10.00YR 0.900
4 5.00 0.800
5 3.00 0.667
6 2.0Q NR o 500 •
7 1.30 0.231.
8 1.10 0.091
50.00 0.980
IDExIELoPar. PEi R,044.5"
NEAN/ INN Pri3R VtOu PE N Ot.11->j
Flow Frequency Analysis
Time Series File:ramdev.tsf
Project Location: Sea-Tac
7-.-Annual
Flow Rate
(CF'S)
0.041.
0.036
0.050
0.042
0.050
0.044
0.061
0.080
Computed
Peak
Rank
8
3
6
4
5
2
1.
Peaks
Flow Rates--
Time of Peak
2/09/01.
1/05/02
12/08/02
8/26/04
10/28/04
1/18/06
10/26/06
1/09/08
2:00
16:00
18:00
2:00
1.6:00
16:00
0:00
6:00
2 Nfr. ck.v.
10 yr. div.
OAS c-
ON/I1 100 7'1)
Flow:Trequency Analysis
Peaks - Rank Return Prob
(CFS) Period
0.080
0.0611
(o.050
0.05(Y
65-7570,5
0.041i
0.036
0.074.
0,04- cers.
010g cIFY
1. 100.00 0.990
2 25.00 0.960
3 10.00 'Mo. 900
4 5.00 0.800
5 3.00 0.667
6 2.O0 '(I.0.500
7 1.30 0.231
8 1.10 0.091
50.00 0.980
"±"
z
1- a
z
0
• !O
!CI
uj
a
II a
Z;
0 ,
Z :
•
•
•
B
(444)
- EN E.- LOPE PE-P,Ic-
FL:1,0■14
ru-1- s t (F....c._e_7-Pr LOT
Flow Frequency Analysis
Time Series File:rampre.tsf
Project Location:Sea-Tac
•---Annual Peak Flow RaLes---
Flow Rate Rank Time or Peak
(CFS)
0.049 4 2/09/01
0.026 7 1/05/02
0.062 2 2/27/03
0.012 8 8/26/04
0.027 6 1/05/05
0.050 3 1/18/06
0.045 5 11/24/06
0.115 1 1/09/08
Computed Peaks
62-
2:00
16:00
7:00
2:00
8:00
16:00
3:00
6:00
IR FR
0. 5:3 Ac
(efarVIOti:5- v,70-5- 1 0, 5 2. Ac....
l'i rNv.c., r■I lot_ :.'-': : 0.01 Pic...
Flow Frequency Analysis
Peaks - - Rank Return Prob
(CFS)
0.115'
0.062
(077-17(b
0.049
0 045
0.026
0.012
0.097
o C
o5 " c, r-s"
Period
1. 100.00 0.990
2 25.00 0.960
3 I 0. 00 \IN 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
1:2EN EA.-.0 PG-CD PERNA u (1 IV-ZU:3"
i 0
13 P .rz.--els E-: kJ
■
• - Flow Frequency Analysis
Time ,Series File:ramby.tsf
Project Location:Sea-Tac
7-Annual
Flow Rate
• (US)
0.042
0.028
0.052
0.022
0.029
0.044
0,040
0.092
Computed
Peak Flow Rates--
Rank Time of Peak
Peaks
4 2/09/01 2:00
7 1/05/02 16:00
2 2/27/03 7:00
8 8/26/04 2:00
6 10/28/04 1.6:00
3 1/18/06 1.6:00
5 11/24/06 3:00
1 1/09/08 6:00
1R
ID IR
Pyrksy:L 0 3
o 0,22"
1.)-i
cfervioc.P.3- (orcerr!
s
Flow 1Frequency Analysis
- •-7 Peaks - - Rank
(MS) ;
0.092 L 1.
0.052
C6-767174
0.042
0.040
0.028
0.022
0.079
I DS
2
3
5
6
rsP'3 0 .0
Return Prob
Period
1.00.00 0.990
25.00 0.960
10.00 1R0.900
5.00 0.800
3.00 0.667
2:00`iK 0 500
1.30 0.231
1.10 0.091
50.00 0.980
me)
Z
<
5
-J
:0 0
01:
u) LLE
WI
w0
g
1113::
•
•
z
w ut
.
al coy
01-
.z•
, . .
•
• (7) :44414)
Retention/Detention Facility
Type of Facility: Detention Tank
Tank Diameter: 4.00 ft
Tank Length: 110. ft k
Effective *Storage Depth: 3.50 Et Rot %,,IC (-0 +I,
Stage 0 Elevation: 47.00 ft •4.-----. t771,, 6, swi me7Or tW)
Storage Volume: 1288. cu. ft imi fr . fl Z3 c
Riser Head: 3.50 ft
Riser Diameter: 12.00 inches
Number of orifices: 2 i
Fuli Had Pipe
Orifice if Height Diameter Discharge Diameter
• (ft) (in) (CFS) (in)
1 0.00 0.50 0413
• 2 2.60 0.54 0.007 4.0
• Top Notch Weir: None
Outflow Rating Curve: None
Stage Elevation Storage Discharge Percolation
(Et) (.CI:) (cu. ft:) (ac-ft) (c(s) (cis) •
0.00 47.00 0. 0.000 0.000. 0.00
0.01 47.01 O. 0.000 0.00.1 0.00
0.02 47.02 0. 0.000; 0.001 0.00
0.03 47.03 0. 0.000;: 0.001 0.00
0.04 47.04 0. 0.000, 0.001 0.00
0.05 47.05 0. 0.000 0.001. 0.00
0.15 47.15 0. 0.000: 0.003 0.00
0.25 47.25 0. 0.000 0.003 0.00
0.35 47.35 1.15. 0.003 0.004 0.00
0.45 47.45 152. 0•003: 0.005 0.00
0.55 47.55 191. 0.004 0.005 0.00
0.65 47.65 230. 0.005 0.005 0.00
0.75 47.75 271. 0.006 0.006 0.00
0.85 47.85 312. 0.007 0.006 0.00
0.95 47.95 354. 0.008 0.007 0.00
1.05 48.05 397. 0.009 0.007 0.00
1.15 48.15 440. 0.030 0.007 0.00
1.25 48.25 484. 0.011 0.008 0.00
1.35 48.35 528. 0.012 0.008 0.00
1.45 48.45 572. 0.01.3 0.008 0.00
1.55 48.55 616. 0.014 0.008 0.00
1.65 48.65 660. 0.01.5 0.009 0.00
1.75 48.75 704. 0.016 0.009 0.00
Page 1
°!' DaLpiPe
1.85 48.85 748. 0.037 0.009
0.00
1,95 48.95 791. 0.08 O'00 21 "Ir.
Z.05 49.05 834. 0.019 0.0 0.00
2.15 49.15 876. 0.020 0.010 0.00
2.25 49.25 917. 0,031 0.010 0.00
2.35 49.35 950. 0.022 0.010 0,00
2.45 49.45 997. 0.023 0.01.1 0.00
2.55 49.55 1036. 0.034 0.011 0.00
2.60 49.60 1054. 0.024 0.011 0,00
3.6I 49.61 1058. 0,024 0.011 0.00
2.62 49.62 1062. 0.024 0.012 0.00
2.63 49.63 1065. 0.024 0.0I3 0.00
2.64 49.64 1069. 0.02 0.0I3 0.00
2.65 49.65 1073. 0.025 0.013 0.00
2.75 49.75 1108. 0.025 0.0I4 0.00
2.85 49.85 1143. 0.036 0.015 0.00
2.95 49.95 II73. 0.027 0.016 0.00
3.05 50.05 1202. 0.028 0,017 0.00
3.15 50,15 1229, 0.028 0.018 0.00
3.25 50.25 1252, 0.029 0.019 0,00
3.35 50.35 1271, 0.029 0.019 0.00
3.45 50.45 1285. 0.029 0.020 0.00
3.50 50.50 1288. 0.030 6 .05 O�� 0'OO. ��� 'Ir.
3.60 50.60 I388, 0.030 7-T329 0.00
3.70 50.70 1288. 0.030 0.892 0.00
3.80 50.80 1288. 0,030 1.620 0.00
3.90 50.90 1288. 0,030 2,410 0.00
4.00 51,00 I288, 0.030 2.700 0.00
^
4.10 51 I0 1288. O O30 � 950 0.00
. , . .
4.20 51.20 1288. 0,030 3.190 0.00
4.30 51.30 1288. 0.030 3.4I0 0.00
4.4(] 51.40 1288. 0^030 3.610 0,00
4.50 51.50 1288. 0.030 3.810 0.00
4.60 51.60 1288, 0.03 3.990 0,00
4.70 51.70 1288. 0.030 4.170 0.00
4-80 51.80 1288. 0.030 4.340 0,00
4.40 51,90 I288. 0.030 4.500 0.00
5.00 53.00 1288. 0.030 4.660 0,00
5.10 52.10 1288. 0.030 4.8I0 0.00
5.20 52.20 128A. 0.03{) 4.960 0.00
5.30 53.30 1288. 0.03' 5.100 0,00
5.40 53.40 1280. 0.03 5.240 0.00
5.50 53.50 1288. 0,030 5.380 0.00
/
/
!|vd Inflow Vo�[inw ��3k | ��oraqe
.'-
1yargeL Cdlc 3iaqn DlOv ([o-F}�) (A(-FL)
I 0.08 °*+!�+� 0.07 3.52 50,53 ! 1288. (),030
Page 2
)
2 0.04
3 0.06
4 0.04
5 0.05
6 0.03
7 0.04
8 0.04
*******
0.02
*******
* *
0.01
*******
*****Ak
Del:pipe
0.02 3.50 50.50
0.03 3.50 50.50
0.02 3.18 50.18
0.01. 2.55 49.55
0.01. 1.89 48.89
0.01 1.26 48.26
0.01 1.15 48.15
I ;
•
I .
i T
...... 1 De (....)-, 4..1
(0. 91 ?fel_ ...1,-, Du...) ,./.!). f.st () 1 IA e..... e I CIE-VN 3--.
,
\./ Dt.t--14v\-Q- IS v■rc) kJ% 0°- Q. (.0 (,).) i si• k Iv.
7.4fyt-9-Q- c(1-0fri h (7.)i 1-tne... 2 - i-ye.. 2
. C-0-- 6..*.i-Iv) 5-• 0-.-voo A-In, 2- - 3 (0 " ot wk_.
11
-IT:., 1 kE..._, 41-6-3
I,
. 1288.
1288.
1236.
1037.
764.
489.
438.
0.030
0.030
0.028
0.024
0.018
0.010
Page 3
fIf-
Z
Z
re Li'
0
:0 0 :
•°.
In La;
UJ 1-
-J 1--;
w Oi
u. <'
: al:
X;
Z
1.••' 0:
Z
UJ uj:
:0
io
iw
iujz
• :M ILLI);
r-%
i■
'0
r-z INA EL: •54.0
OVER FLOy4 EL: 51,51
PIPE 5uPR)Rr Bi
0. 011 " , a" I Kap W/4.1_
PVINk, rsmcInte..
('LEE. DIO 3)
It
CIAY
ct•Ap E.LEA 1 Willi
fq_NLE.. WITH ciA4; pip, ORIF.
..„_LEJL/:
ei DIA plc 1-4.---1
O 2."
DTLer
I .0%
t2 •". I • : • . ; • • . •
••
. •
• :1;
?.r
11
to MIK)
GRh 10
COURSE S OP BLOCk.
LI FT ROO 1.--IP■KID LE
E><'1E-1,1fDINI(....5 ID 4LIiTIPJ
Tfl
12." or= c_ovER v4/
LOCK, ITENJ
1D UPFEf I-1 1V-11-.) HOLD
L.AIDD
E-P5
CGI\ LV
11
ogiFicE
50,to
:2
r
5/9" Pita
) ctINP
1,10S)
RESTRicioR
Wfli4 1/21! ORIFICE
&Au/. S1L, FLAIE,-rpre...—
ARou
,WELO ,
it-ir W At_17 Z. INC FI.IM r)
j1.111r.
54?'
DIP',
yr :
z
I:)•
•
•
.
CATCH BASI L w
T•ra. it 51-
i
'1
c,p(11.5r
1111.9
46" CMP
pETEVITI
C.7
It— to"
31-0
ht\TER T GI.Ir SHEAR
GATE
I.A11.1) Vu/ . 1 DE
CRUs1-16-0
GRAVEL_ OR COMPACTED
NiNoivE WATER
, .1 DEER
Z
s r—
Z
r4 2,
• 0 0
•
W 0,-
.g '5
LL
x
.. La
1.
ZI-
W Lit
52 a
01-:
w
Luo
=-•
• LI
W0
•.o1.7
1.1.2 DRAINAGE ne,VIEW TYPES AND REQUIREMENTS
1.1.2.1 • SMALL SITE DRAINAGE REVIEW
Small Site Drainage Review is a simplified alternative to Full Drainage Review for small residential
building and subdivision projects adding less than 10.000 square feet of new impervious surface and
restricting site clearing to Tess than 2 acres or less than 35% of the site, whichever is greater. The core and
special requirements applied under Full Drainage Review are replaced with simplified small site
requirements which can be applied by a non - engineer. These requirements include flow control Best
Management Practices (BMPs) such as setting aside open space to limit future site clearing, and using
simple measures such as splash blocks and gravel trenches to disperse or infiltrate runoff from impervious
areas. Also included are simple BMPs for erosion and sediment control (ESC). Formal water quality
treatment is not necessary. This alternative to Full Drainage Review acknowledges that drainage impacts
for many small development proposals can be effectively mitigated without construction of costly flow
control and water quality facilities.
The Small Site Drainage Review process minimizes the time and effort required to design, submit, review,
and approve drainage facilities for these proposals. in most cases, the requirements can be met with
submittals prepared by contractors, architects, or homeowners without the involvement of a licensed civil
engineer.
Threshold
T- Small Site Drainage Review is allowed for any project that is subject to drainage review as determined in
Section 1.1.1 (p. 1 -6) and that meets all of the following criteria:
• The project is a single family residential project,' AND
° • The project adds 2,000 to 10.000 square feetR of new impervious surface, AND
a
E
a
T
s
• The project clears less than 2 acres or less than 35% of the site, whichever is greater.
Note: Some projects qualifying for Small Site Drainage Review may also require Targeted Drainage
Review if they meet any of the threshold criteria in Section 1.1.2.2 (p. 1 -10).
Any potential small site proposal may elect to go through Full Drainage Review described in Section
1.1.2.3 (p. 1 -13).
Scope of Requirements
IF Small Site Drainage Review is allowed, TIIEN the applicant niay apply the simplified small site
submittal and drainage design requirements detailed in Small Site Drainage Requirements adopted as
Appendix C to this manual (detached) and available as a separate•booklct from DNR or DDES. These
requirements include simplified BMPs for flow control and erosion and sediment control. Note: An open
space tract or covenant may be required to preserve uncleared areas.
Exemption from Core and Special Requirements .
The simplified drainage requirements applied under Small Site Drainage Review are considered sufficient
to meet the overall intent of the core and special requirements iri Sections 1.2 and 1.3, except under certain
conditions when a proposed project has characteristics that trigger Targeted Drainage Review (see the
threshold for Targeted Drainage Review in Section 1.1.2.2, p. 1 10) and may require the involvement of a
licensed civil engineer. Therefore. any proposed project that qualifies for Small Site Drainage Review as
determined above and complies with the small site drainage requiFe.ments detailed in Appendix C is
considered exempt from all core and special requirements in Sections 1.2 and 1.3 except those which would
apply to the project if it is subject to Targeted Drainage Review as specified in Section 1,1.2.2 (p. 1 -10).
7 Single family residential project is defined on page 1-4.
8 The threshold of 10,000 square feet of new Impervious surface shrill be applied by threshold dlschnrge area and shall
include all Impervious surface that will ultimately result from the proposed project (e.g., Impervious surface that will result from
future homes within a plat or short plat).
1998 Surface water Design Manual
1 -9
9/1/98
Z
•
HZ
cc 2
6
00
CO LU
J=
H
CO LL
W0
g
1
Z
1- 0 .
ZF
2
0
0 �_
0 I-
= U.
H_
u_
w
0
0 ~'
z
A
TU 42-S ,
ELrT
L.0 Q, (\tf \ kp
o • a
Lb GA t4 I
32,11 432)11
cm"
1
L.
4 okr- y
11 3
Deork. 6 ro kr-, -I NiY)
rr.7)6I-S-
dy-y I
U EW 1
sIVI1 u--)Ct-Cr\ -1-4-{em-
no
BroLt, 1-1-y -P\ ‘r)
r■o 1.
Ro_a7D■sk DU, tr)
c9Q. 6k f
L. LOG -41 2-
"s17\i-1
LOT II' 1-
46"
s
24" — 42ll
+2,11 2,11
Dark_ IIotur
+TT, D / to 0Are)
U.) CI ma-Any rzp of ,
Jvy
LA 3-6t-- broui r\ 30-Ar\cy 51 \ t , I o05 e- cg ry /
rnoi-1-1 % v) q. 1 -ce.A.....ki r-N-1•.-5.
110UL) 1:,,,._._.,, s, ■-t. 1 a e.An !c'e-- CArN7
1
t i 1 0 V\ l'n Ck l'i i es ) , no ro61--s-
i3tADL0 v---, sc.x.),n(4 .../ .st ‘ t i I . 100 :5
kii PO V101-1 -e. 5-1 , 6 o rots
z
1
I-Z
w
re
-J0
00
u) 0
CO MI
L1J
• u_
uj 0
g 1-1
• <
a
I- ILI
Z
i-0
Z
LLJ
I-
LIJ u
I-
LL ra",
So IL- I-0 Sti t' f'()Af-Z ■ (
Sou__ 1___G 43 Li) r 2_
0"•- 46" Do-1r
LqVk
j
ceA-k)
6 'CD (.-0
N.f
iii?; 7 -N>)" EA-;:■•• . P ;/••■
6,
"
by' 17."...-0 v• --(z3c.:2\:-N-0 k, ( / 1
I -,e.-f 7.7.-.
i ( (1
.,.1.( , / f
Ir.\ (I rif • (-- .ic 0 I -f- /
drk.i vt.,-) I-) 1 i 0.\- 1 t.f-..s- ,
root :5 o..,.. 4 447--t-o
fTh ZSMAI 50.1vj ) I 0071, -‘::_'_' . 1 • 1 1
('-....41-• I
c) -11 1.0 ...S. no ;1 r--061-3-,
y,
.-s -...pc1.1,,f ::-St IA.- rn c... k :CI-, to r•NrA-P-er-01,Tely
Lo ri lo. If-no Id res. no
,, i ri.N(Li 775- 1 :Sum-e-
l ;
r
i.
.1 -F.
re
.1`
32 too"
-11 -
60 -
11
Do-N-
k
n 0
fr\- I,
I rr".± f'cr.1
L., t .L,7
1 \
• !
IC\ :::-;‘ \ 1-7 -RV) <-.;!_.
t 1
Eyccp...• % .r.
'\ &1 1-e -d , 7..c rn (7-
:S t \ It \I • ....... rN■rj.
)
r)'`:, . 14 )0+1 Ir .75 , i i lelfr‘'( C.€) kt:)1 -73 , 1.07-N t"r1 f-f-• .
/ .
t) 1 I cc v' V)C..`%.*.rsr■ 1 (3 r) ''(''''`..r‘ (-Ivy
1
11 .,
.Y.N./ •
4*; cy1I 1-e .5-
<7.1
krv:\ rTc
March 21, 2000
City of Tukwila
Steven M. Mullet, Mayor
Department of Public Works James E Morrow, P.E., Director
Mr. James J. Jaeger, P.E.
Jaeger Engineering
9419 South 204th Place
Kent, WA 98031
Subject: Ram 4 Lot Short Plat
City File No. L99 -0073
Dear Mr. Jaeger:
I have reviewed your request to make a payment in lieu of installing a detention system for the
subject proposal and determined an offsite detention system is appropriate in this case. I agree
that this method would be acceptable if the payment could be used to correct the deficiencies in
the City's drainage system. However, the improvements planned this spring for South 134th
Place amount to only cleaning sediment out of the system to improve the storage and flow
capacity. This is a temporary fix and it will not address the chronic problems this area has
experienced. Until a capital project can be constructed to address these issues, efforts must be
taken offsite to ensure that this situation will not be made worse.
If you have any questions regarding this matter, do not hesitate to call me at (206) 433 -0179.
Sincerely,
Ry(n D. Larson, P.E.
Senior Engineer
RDL:ad
cc: Nora Gierloff
Jill Mosqueda
(P:alice \Ram Short Plat)
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 433 -0179 • Fax: 206-431-3665
City of Tukwila
John W. Rants, Mayor
Department of Community Development Steve Lancaster, Director
- VC &o
i, ..1:4?SAInClu 51 fld' to iffier. Nwil aikiNIFkd7 IfWr.'11.rd; ik
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted
through the mail, fax, etc.
Date: 1/ 6 I v v
O Response to Incomplete Letter #
M. Response to Correction Letter #
O Revision # after Permit is Issued
Project Name: //9X v(%%o/f f
Project Address: % G/ 2 g iW/Z e A • 721/6 /L1/ , G7/,
Contact Person: 7/7/WV it/ 7' Phone Number: ��� 26/ Z(fi�
Summary of Revision: ,4 U6/ < 41k/ .LLB /
,LM-V J2/PE rs71)X/
Plan Check/Permit Number: �, �1 cl (� (�% 3
Sheet Number(s):
"Cloud" or highlight all areas of revision including date of revision
RECEIVED
Received at the City of Tukwila Permit Center by: /L10 re,_ (- ;8_ r/ t-, CITY OF TUKWILA
0 Entered in Sierra on
JAW - 5 2000
PERMIT CENTER
06/29/99
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665
z
•
Z
.
6
,J U
•U0.
moo;
w=
J H;
w O.
2
u_Q
= a.
_`.
z�
I- a
Z
U�
N'
o H.
'w w.
.1
H U
LI O
w z.
=.0 :.
o�`
z
JAEC"TG'R ENC INEERIN-
9419 S. 204 PLACE - KENT, WASHINGTON 98031
PHONE (253) 850 -0934 FAX (253) 850 -0155
January 5, 2000
Jill Mosqueda
City of Tukwila, Dept of Public Works
6300 Southcenter Blvd.
Tukwila, Wa. 98188
RE: Ram Short Plat - L99 -0073
Dear Jill,
As you know, we have been struggling with the short plat access so that it
meets the requirements for a fire truck turn - around while staying under the
10,000 sq. ft. new impervious surface threshold for the entire project. I
have been trying to find a ground surface that would hold the weight of a
fire.truck yet qualify as a pervious surface. I have investigated a product
commonly known as "grass- crete ". This is a network of paver stones that
are open in the middle and allow runoff to pass through while providing
the ground strength for emergency vehicles. These typically have grass
growing within the openings and eventually resemble a lawn area
How ever, per your request, I was unable to find any reference to this
product in the King County Drainage Manual.
I then thought of using quarry spalls to provide a driveable surface. This
material would be large (2" to 6 ") rocks. If the quarry spall area is not
used for frequent driving, the rocks will not become compacted and
retain their pervious nature. The size of the rocks will likely discourage
automobile traffic. I also reviewed the definition of "new impervious
surface" in the County Drainage Manual. It refers to a situation where the
surface material causes an increase in the curve number. The existing .
ground is an old lawn /grass area that is in poor condition. Based on the
attached table; this would qualify for curve no. of 90 (for type C soil). A
new gravel road is assigned a curve no of 89. A quarry spall surface
should have a smaller curve no. than the gravel because it could never
reach the compaction level of the gravel. This surface would not then be
'defined as new impervious surface. I am referencing the 1990 County
Manual because the KCRTS method of calculating drainage flows in the .
new manual does not use specific surface factors. Thank your for your
attention.
RECEIVED
CITY OF TUKWILA
JAN - 5 2000
PERMIT CENTER
KING COUNTY, WASHINGTON, SURFACE W,ATER'DESION MANUAL
"New: impervious surface" means any impervious surface proposed by a project that will increase the
runoff curve number of that surface for existing site conditions (e.g. gravel to asphalt). See impervious
surface.
"Normal Depth" means the depth of uniform flow. This is a unique depth of flow for any combination of
channel characteristics and flow conditions. Normal depth•is found from Mannings Equation.
"Nutrients" means essential chemicals needed by plants or animals for growth. Excessive amounts of
nutrients can lead to degradation of water quality and the growth of excessive numbers of algae. Some
nutrients can be toxic at high concentrations.
"Off-site" means any area lying upstream of the site that drains onto the site and any area lying
downstream of the site to which the site drains.
"Off -site flows" means runoff conveyed to a proposed project from adjacent properties.
"On -site" means the entire property that includes the proposed development.
"Ordinary High Water Mark" means the mark that will be found by exarnining the bed and banks of a
stream and ascertaining where the presence and action of waters are so common and usual, and so long
maintained in all ordinary years, as to mark upon the soil a character distinct from that of the abutting
upland, in respect to vegetation. In any area where the ordinary high water mark cannot be found, the line
of mean high water shall substitute. In any area where neither can be found, the channel bank shall be
substituted. In braided channels and alluvial fans, the ordinary high water mark or substitute shall be
measured so as to include the entire stream feature.
"Orifice" means an opening with closed perimeter, usually sharp- edged, and of regular form in a plate, wall,
or partition through which water may flow, generally used for the purpose of measurement or control of
such water.
"Overtopping" means to flow over the limits of a containment or conveyance element.
"Permeable Soils" means soil materials with a sufficiently rapid infiltration rate (10 minutes per inch or
better) so as to greatly reduce or eliminate surface and storm water runoff. These soils are classified as
SCS hydrologic soil type A.
"Perviousness" means related to the size and continuity of void spaces in soils; related to a soil's
infiltration rate.
"Pesticide" means a general term used to describe any substance -- usually chemical - -used to destroy or
control organisms; includes herbicides, insecticides, algicides, fungicides, and others. Many of these
substances are manufactured and are not naturally found in the environment. Others, such as pyrethrum,
are natural toxins which are extracted from plants and animals.
"pH" means a measure of the alkalinity or acidity of a substance which is conducted by measuring the
concentration of hydrogen ions in the substance. A pH of 7.0 indicates neutral water. A 6.5 reading is
slightly acid.
"Physiographic" means characteristics of the natural physical environment (including hills).
"Plat" means a map or representation of a subdivision showing the division of a tract or parcel of land into
lots, blocks, streets, or other divisions and dedications.
"Point Discharge" means the release of collected and /or concentrated surface and storm water runoff from
a pipe, culvert, or channel.
"Prediction" means for the purposes of this document an expected outcome based on the results of
hydrologic modelling and /or the judgement of a trained professional civil engineer or geologist.
D -9
11/94
K -ING COUNTY, WASH GTON, SURFACE W
ATEPVESTGN MANUAL
TABLE 3.5.211 SCS WESTERN WASIIINGTON RUNOFF CURVE NUMI
tERS
SCS WESTERN WASHINGTON RUNOFF CURVE NUt BERS (Published by SCS in 1982)
Runoff curve numbers for selected agricultural, suburban and urban land use for Type 1A
rainfall distribution, 24 -hour storm duration.
LAND USE pESCRIPTION
CURVE NUMBERS BY
HYDROLOGIC SOIL GROUP
AB CD
Cultivated land(1): winter condition
86 91 94 95
Mountain open areas: low growing brush and grasslands
74 82 89 92
Meadow or pasture:
65 78 85 89
Wood or forest land: undisturbed or older second growth
Wood or forest land: young second growth or brush
Orchard: with cover crop
42 64 76 B1
55 72 81 86
81 88 92 94
Open spaces, lawns, parks, golf courses, cemeteries,
landscaping.
good condition: grass cover on 75%
or more of the area
fair condition: grass cover on 50%
to 75 %' of the area ,'
68 80 86 90
77 85 90 . 92
Gravel roads and parking Tots .
Dirt roads and parking lots
76 85 89 91
72 82 87 89
Impervious surfaces, pavement, roots, etc.
Open water bodies: lakes, wetlands, ponds, etc.
98 ,)8 98 98
100 100 100 100
Single Family Residential (2)
Dwelling Unit /Gross Acre % Impervious (3)
1.0 DU /GA 15
1.5 DU/GA 20
2.0 DU /GA 25
2.5 DU /GA 30
3.0 DU /GA 34
3.5 DU /GA 38
4.0 DU /GA 42
4.5 DU /GA 46
5.0 DU /GA 48
5.5 DU /GA 50
6.0 DU /GA 52
6.5 DU /GA 54
7.0 DU /GA 56
Planned unit developments, % impervious
condominiums, apartments, must be computed
commercial business and
industrial areas.
Separate curve number
shall be selected
for pervious and
impervious portion
of the site or basin
(1)
(2)
(3)
For a more detailed description of agricultural land use curve numbers refer
Handbook, Section 4, Hydrology, Chapter 9, August 1972.
Assumes roof and driveway runoff is directed into street /storm system.
The remaining pervious areas (lawn) are considered to be in good condition
to National Engineering
for these curve numbers.
rx�
3.5.2 -3
11/92
•Z
W:
JU
•U0
N 0
W=
—1 1.- •
WO •
LL Q.
d.
1=. W
Z F.:
Z 0:.
W`.
,O N,
0 -
W W..
1--U
..Z.
co:
O H.
Z
City of Tukwila John W. Rants, Mayor
Department of Community Development Steve Lancaster, Director
December 28, 1999
Harry Singh
224 S. 152 Street #45
Seattle, WA 98148
RE: Ram Short Plat L99 -0073
Dear Mr. Singh:
Thank you for your resubmittal on December 21st. Enclosed is a redlined drainage plan with Public
Works comments. After reviewing the drawing we have determined that you have not addressed
the following items from the City's letter of October 19, 1999:
a. Show a fire truck turn - around that meets the standards of the Fire Department.
b. Show an additional fire hydrant, or state on the face of the plat that houses on lots 3 and 4
must be sprinkled.
If you have any questions about these requirements please call me at (206) 433 -7141.
Sincerely,
Nora Gierloff
Associate Planner
Enclosure.
CC: Jill Mosqueda, Public Works
Nick Olivas, Fire Department
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665
.z
•
•
QQ
•.'00'
N 0
• ww
.w=;.
• • U)
wp_
Nd'.
• •
xi
. 1- a.
w LU
•
A1.1 uj
•Z'
O •1
•
z
R Shots' P(_J\T
p .J-- �Yl (-� �-tr" V / 00 3- S U r" 0.CaQ ' led C.ta l csr S'
b
- - n+ (J se-
2 - 1O\ roc\tus
Lo T . 2
S
1 40' ( ►`a) = 25'20 3-F
1 arov\s: ? ( ai.S)- 43 5F
zs 63 SF
- a sP1(\aA4c , v-ew e1'
b CeJYI Cat 1 _ c.G.rf 0 r'}"
new ROt. -P061- rt
o..
b
}or 3
ar ;
c c r ek _ c_oorT o rt
one INDO -j-�r�v
4- Lot 4'.
b1
a - s p h a l-k c -eve wet
ca.r o r-
nuSe -Ro-f' Vrty\ -":
TDTAL
( (6
2c)' Zap
aDO SF
400 SF.
1 400 s i=
Z % 00 SF
C3o ,(IS - 12-0o s F
20' Cam') = C-oo SF
1 4-0 ° ZF
3aoo SF
34'0S'
20'
Z 3+ 31 o 3 t
2.2- D
4 So s►=
40o S•F
/4-00 SP-
2Z SO SF
i m' Op rukw,LA
DEC 2 1 1999
PERMIT CENTER
•z
_ 1-
�w
J 0:
'0 N 0,
o
W
J �
Ill 0,
•
u_
•=d
•z ,.
:1- 0:
Z I-
2
• C); ,
• N;
!o
.CI W
Oi
zi
_..
z
City of Tukwila John W. Rants, Mayor
Department of Community Development Steve Lancaster, Director
December 3, 1999
Harry Singh
224 S. 152 Street #45
Seattle, WA 98148
RE: Ram Short Plat L99 -0073
Dear Mr. Singh:
Thank you for your resubmittal on November 18. After reviewing the drawing we have determined
that you have not addressed the following items from the City's letter of October 19, .1999:
a. In my letter of October 19th you were asked to provide a conceptual storm drainage plan. I
stated that infiltration is the preferred method for single family houses, and asked you to
show expected locations of infiltration and provide percolation test results for each location.
Your 11/18/99 submittal instead shows a tightline system.
In 1998 the City of Tukwila adopted the 1998 King County Surface Water Design Manual.
Please refer to Ordinance 1755 1.7 A.1, which states that the Design Criteria is the 1992
Manual or any subsequent amendments.
Under the new manual, your project meets the requirements for a Full Drainage Review.
Rather than requiring you to perform a Full Drainage Review, the Public Works
Department will accept a submittal addressing infiltration methods appropriate for this site.
Please refer to Section 5.1.1 and Appendix C, Section C.2.3 in the 1998 manual.
b. Show a fire truck turn - around that meets the standards of the Fire Department.
c. Show an additional fire hydrant, or state on the face of the plat that houses on lots 3 and 4
must be sprinkled.
If you have any questions about these requirements please call me at (206) 433 -7141.
Sincerely,
Nora Gierloff
Associate Planner
6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665
z
•
Wiz:
C4w
UO:
cn
w =;.
J
LL
W o
ga
o
F-=
zF
I- 0
0'
w w:
I-:—
g:S.
ui z
U -
O F-
z
City of Tukvvila . John W. Rants, Mayor
Department of Community Development
November 23, 1999
Harry Singh
224 S. 152 Street #45
Seattle, WA 98148
RE: Ram Short Plat
L99 -0073
Dear Mr. Singh:
NOTICE OF COMPLETE APPLICATION
Steve Lancaster, Director
Your application for a short plat located at 13423 48th Avenue South has been found to be complete
on 11/23/99 for the purposes of meeting state mandated time requirements. This determination of
complete application does not preclude the ability of the City to require that you submit 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.
I will be sending you substantive comments on your submittal during the week of December 6`h. If
you wish to speak to me sooner, feel free to call me at (206) 433 -7141.
Nora Gierloff
Associate Planner
cc: Jim Morrow, Public Works Director
Nick Olivas, Fire Department
C:Wora's Files\LETTERS \Ram Complete.doc
6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 4313665
i
City of Tukwila
John W. Rants, Mayor
Department of Community Development Steve Lancaster, Director
October 19, 1999
Harry Singh
224 S. 152 Street #45
Seattle, WA 98148
RE: Ram Short Plat
L99 -0073
Dear Mr. Singh:
NOTICE OF INCOMPLETE APPLICATION
z
=z
re
6
J U;
UO
CO CI
W i:.
J H;
w 0.
J'
Q
co
=a
�_
z
0.
z�
Your application for a short plat located at 13423 48'h Avenue South has been found to be 2 w'.
�
incomplete. In order to be a complete application, the following must be submitted to the permit � o
center: .0 S
0 1-
wuj
a. Provide conceptual utility plans for water and sewer including existing and proposed pipe 1-- v
sizes and locations. For water service please show a tap for each house and locate the water — Z`
meters at the property line along the public R -O -W. If the sanitary sewer line for Lot 2 will w w
U —;
run across Lot 1 an easement must be provided. 1-7 '-..
b. Provide a conceptual storm drainage plan. Infiltration is the preferred method for single z
family houses, please show expected locations of infiltration and provide percolation test
results for each location.
c. Provide a land altering (grading) plan with temporary erosion and sedimentation control
measures.
d. Provide a cross section of the access road.
e. Show the expected locations of all houses, driveways and garages to demonstrate
development feasibility.
Upon receipt of these items, the City will re- review them for completeness and will mail you
written notification of completeness or incompleteness within 14 days. These applications will
expire if we do not receive the additional information within ninety days of the date of this letter
unless an extension is granted pursuant to Section 18.105.070(E).
In addition to the previous items required for completeness the City has the following substantive
comments:
a. Show a fire truck tum- around that meets the standards of the Fire Department.
6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665
1
b. Show an additional fire hydrant, or state on the face of the plat that houses on lots 3 and 4
must be sprinkled.
c. Add the tax parcel number of the existing lot to the first page of the recording documents.
d. Fill in the short plat number L99 -0073 in the blanks on the recording documents.
e. Change the title above the owner signature block to "Declaration" instead of "Dedication"
as no property will be dedicated by this short plat.
f. The easement for ingress, egress and utilities noted on the face of the plat should be for Lots
2 through 4, not 3 through 4.
If you have any questions about these requirements please call me at (206) 433 -7141.
Sincerel
Nora Gierloff
Associate Planner
CC: Jim Morrow, Public Works Director
Nick Olivas, Fire Department
6
J U''
Uo;
CO W;
W
CD I- L!
W 0, .
u. ar
-d
F_
z i._.
1-0
z t-
,W
w
0
ocn
=W
0
uiZ
=.;
Z
LEVEL I OFF -SITE ANALYSIS
FOR �.
TUKWILA SHORT PLAT
CLIENT:
Hardeep Singh
224 South 152nd St. #45
Seattle, WA 98148
Phone: (206) 246 -0462
PREPARED BY:
Daley- Morrow - Poblete, Inc.
1215 South Central Ave., Suite 133
Kent, WA 98032
Phone: (253) 854 -9344
PROJECT: 99225
DATE: June 15, 1999
RECEIVED
OCT 0 41999
COMMUNITY
DEVELOPMENT
EXPIRES 9 JAN 2000
STAMP NOT VALID UNLESS SIGNED & DATED
z
ILF
J U,
C.) 0;
fn
w=
tu
= a:
i- w'
o
z�
Nj
0
=d
o
z;
U U)`
.0 ,
�.z ;.
TASK 1: Study Area Definition and Maps
The Tukwila Short Plat is a rectangular shaped 0.70 — acres site. The site address is
13423'48th Ave South, and is located in Section 15, Township 23 North, Range 4 East,
Willamette Meridian, City of Tukwila, King County Washington. The site is situated
generally between South 135th St. and South 134th Place, adjacent to 48th Ave South.
There is an existing single - family residence located on the southem portion of the site
near 48th Ave South. The site is currently covered with tall grass, and is relatively flat.
The upstream tributary area consists of several single - family residences located west of
the project site, and the roadways. This area is bounded on the west by South 135th St.
and 48 Ave on the south. The upstream tributary area is estimated to be 1.2 acres.
The existing ditch and conveyance line adjacent to 48th Ave South collects the
concentrated storm flows from the roadways and by- passes them past the project site.
The project site receives non - concentrated sheet flow from the hard surfaces of the
single - family, residences. These flows pass across the site and continue easterly.
It is proposed to create four single - family residential lots. The existing residence will
remain on the southern most lot. Three additional lots will be created in the northern.
portion of the site and will be served by a common driveway from 48th Ave South.
Per Section 1.5.b.7 of the City of Tukwila Ordinance 1755, each lot is considered as a
separate land use /development activity. Less than 5,000 square feet of impervious
area will be added to the lots, therefore a drainage review is not required for this project.
z
=1.
,mow:
re
J U,
0
W
J �
w O.
wa
d
w
I- O
Z
iLLJ
U
0 H.
wW
U
H .-
Z,
io ~'
z. •
it
KING COUNTY
. ASSES
•
was,- 1
SE 10-23-4
$U 1M
1.• SST
KC MSS
NE 15 - 23 -4 ISI•
•K"
Poilmtkveffmiseirreiperwilits
tf4":
Maar
MEI moral',
renK/
r 411,61gr
'AMJ Mit. e
AZ:A="•4'"
S vre
1
.0•11•1
MOD Yale II alio
■■•••••• co. mbalo.
A sse ssacs mike
NTS
L
< il-
1"
-J C.)
00
' 0)
U1
LL:
ill 0
W
Z
1-0
UJLLJ
Z 1-
0;
W.
0,
.1-
uj
LI 3
co:
0
z
0.
TASK 2: Resource Review
Included within this section are copies of the Sensitive Areas Map Folio, King County
Soils Survey Map and Fema Firm Map, all including the project site for reference. The
King County Soils Survey Maps do not include the project site. However, the maps can
be interpreted to indicate that the soil consists most likely of Urban type soils or Arents,
Alderwood material.
According to the maps, the site does not contain wetlands, nor is within a 100 -year flood
plain. The site is similarly not within an Erosion Hazard, Landslide Hazard, "Seismic
Hazard or Coal Mine Hazard Area.
The site is not included in the other King County resource materials.
z
a
Z
mo.
:U O'
U)w
W o
_ cy:
1-o:
Zr
'LLI L11;
U 0,
rV,
•
U co;
•II.1 841
.11u.s �6.' iES.�ra 11 1 ttot.f11 ►Slf1.��
t rJ
111 ;l 1, �,1 •` al is
,ur 11 i ►m 1.ej d ?r•r/�
.1I �n.ss
1tiatrl!1c�ipl 'll;f 1 r� 1
jM1f11ilil11rti 11111 I'QIf I k
iGll, iltr,, 1111, IIJ1If
- i - nr,i1�'11 tr 111,1 x.11111
. IlimLv a1181ulAld oIl�
•1!k9i11111 Rl./ ((b 111111th I1111z, ��
?,!� ?11111411 1.e II11I1''.U!!!Ia " I,�
`. Sf! 1, iiitli.l� ►�I1111lr
III���i'�iQC�hIAI1►IIIFbii l + �
I .0 cle
r— IZJ 1111 *m1P
it:Tr"! 111 1 .1111,111 1„:(
r Y
i tl1111 ' j fl Ifil9ildtl�•.i
41:i9i?9tt 7(i`� � III3 tl'1i 1'�1i1
cfr.t ( ntwa . 111 IP
�._ �, •ta sir •R11"Rts∎ i�`�
ern' ' intll tot
IMES101 raw
'�Ilitid��.��:0y'7q
1 ' ,11111$ !
tU t7, orr.1�. ' mss+'...
�l�1' -
41 ,'•'. t C 1.. ,,'I
,, t Z1+111i r.. 1:IH\ �,,.,
,>. ,1 w; . .,.....
• "t. ,4r.�w�� 1,.,;t c4,
�'��
The boundaries of the sensitive areas dis-
played on maps are rn
Additional sensitive areasthathave n not
been mapped may bo present on a devel-
opment etween wlhat site.
is Illustrated 011 occur b 1 (11050
maps and the site conditions, the actual pre-
sence or absence on the site of the sensitive
area - as defined In _the, Sensitive Area
1� iuli i1b
r1 F1�� ' 1♦` RIO
Numbered wetlands. exrent those: with an
"a" or "b" designation are included In the
King corinlv Weariful,: fru emir•\ The
locations of wetlands designated "a" have
boon verified on the site by a variety of
spoud We designated "b" aro Ina)-
NaliortialiWcf SdsF/nluentory butltheir loca-
Clans have not been field verified.
._. _ r... ....,. In ♦h• numbering se-
1,/
e-
Wetlands
•1
F
• if ildt ; - i„a,r .41k74, � r; �', .a ,I".:14
:! 4111 �1ea�n lwtawlr r w �*�444`e;;1VV�4�
,1111J!< �cll�' J - j T ■� Yf
1
(t
1111e1,r
t 1. i1 II 1c 1r,
ia
'11'11 r- a n !
Gl:i
t
1 1 4 •
ler oh owes
ra
w
ouhri
ria
4 �1 ail
�iltn %Nl'Iyyt i:l�sH1
CI
'41: 210notiltliiii4:111,7k*
1 �'�•1 ,a�rr ;UV. 1�
•
�'.
t
it3..
I
f
��� ��II��'�� � ,r�• °,ol►v.ar.r�r,
rl - a1a1.� -•T^ •‚• . ••a■.>. ,ti �►�trla,a�r,
J� t'ara.e! r `..a i ,10, e 1 • z2nr+wa- m...a.F 4.
• 111 �1 t∎ r Ili i 7te A4ligiVMtit- r1'lOr 11Str".df
•
illitir: i11t Milli *;
1111
=Raw Illlf:t4>✓
=�'�iiaii � 16d111y11,r rip, • lit
•••
M • �Yj
\alt,. ►a�
1
�nl
11111111/) ;11111111(411:13....),04y)
3UIIB11t�r 111111111!1
r#1 L ■at
'�':P l lot
t:
uaw
II IEVItk1'ifiif it �'��I
' 1
. •t
'11It a,'»
•;�•, , \ 1 W r �� 1 fAitI�
Ttl�l1111111111r��
►11111111�11'Il,li,►y 11TI.r ii �bi;l .
10111111► 11111i1,r, �� its j
11
111/1111 �•
0�IIId6111111tR•sda+t�
ti ..k,�
r
'1'llld� lid 011i��
M"t .:t'1,r,„ 4390,/ I Obi 16l
••®01191 0,,
rw
lk HI 1[91 �1'�rR� ���1�
t,
111
,�tlr•- �r�L'��llillPilld�tt111� a ��i.ri�.
i "�11161g •�ii3i ii i �
Rl,��tirinrA " I�a1►. lA
Iiii blir "K11'�° 1110111
home! 11 �� ..
1 •+
1TLE
r
n
1311 1t. +r
Km,1
' ' a
IN
caiat4t
VIN t •"`t'si1RS�
11t1111 131.1.
��;••i11�1+tp'
' • -..11..,<•- ,,%
a► 1'' _..
,F:. ;
rP. Vita
t
1-�'SJWaI .MGM, `
"Fit
�141�Ii1'1411 Utl.r,rA� ��ll�tt4',z1t11��� kl 414' �°' -�- ' }!
aasair „ ,a+� • F1.. 1 1 •
.1!A Pat'+ I
'It 111. 'rif (Iv '!Iell, , :1 r. 1
I ' �•�"MI !i'll1• � � y Ir `I Z• ! k! 9wai,'1��, (►�15n1;��a,�� \�� 4,41.441.7:-.40Mtboall1figatitpan
tassll�arr�
Moo (111:v andON /, ,. ,,,���� =�r rA ���i� a+a�.,1111R 11 Ilk
N111 7llir1111'I 1IMMISAVI 1 19I1iliiilirlirllf:illFl�;tw 1111yl.11 r
�ti� 01,1,f1/��yy�f��
v‘���werrr
III � J i� �1Z /-� I��L"` �����
it
•f
•
.4
elk
-
j•" `� -� a i7. �^ "`e , :=
mad �t.S't44 ,,w Al.
�,_t r.., i I. 1+���ryI )'�` e .' 1 ��j' 1����-^
10411; OPW II - ar• • °: -iii igtlx '� (iR.1 &L SEA
mail i Irn�ule:1+l 1 lc 6, 4141 IM1.1r1*' 414141 l� L�
' ...I.'. .7N,Ayvi 7,14 .
•
The boundaries of the sensitive areas dis-
played on these maps are approximate.
Additional sensitive areas that have riot
been mapped may be present on a devel-
opment proposal site. Where differences
occur between what Is Illustrated on these
maps and the site conditions, the actual pre.
sence or absence on the site of the sensitive
area • as defined In the Sensitive Area
Ordinance - Is the legal control.
II
itl�ii/GIA .• i
1 111116∎ rf"u � l;
1 • 1.11 /510111111161,11--;-;
1
One- hundred year floodplalns extend be-
yond those shown on maps. Flood In-
surance Rate Maps do not always show the
floodpiain to the headwaters of streams.
100 -Year Floodplalrtls
••••••••• . ••••••••••••• . • .
V
wet
t. •
>,..
Jj
f
1''• It
art
•,1 .
Streams and 100 -
Year Floodplains --
• r
40, Sof
VIOL
107
!!1l��IIt1. �*• -..� ' � j.►��. ■� ,rl' .1/4 01111M SUN
�i111111'l� ►ill�ttl � �w ,t�k,
tnaiwyjup. li'll,�yl ;'�il�.. L . -_. �t �JQ: �,= ��" �161y�•l'��r>',�'°��c��l����
1IG16vl /psl; � ,Il Ili ; ,
1111411 404 t~
Trotir;k\ift► I1 ill I' 'mg ihil
11L'tv, 111 AVY tar 1
•1,1,.1111 `� 1,II
°ra111i IN: 1Q11iiillil N t
1 ,
pi 141illn:,7\
"e741Vtik In
,„ 3 �I''PIr.l o o�..w
t, ('i: p s tri1a1�i� jai .1,1
%��._ ih11 11,1.1' m.'i".zi911C....,_
rIea.;:i1�f1!1o_ �i�G11R1I1 1'
lll111rr....�� YY -M �r
..'tid,.•
.•.`..�..: ►tr1lhl l 1 lii.l Illlla4�
M'�1t iLiii IiV111111 ;111 .. I
�.�1�L11IIl�/ �1►111111IIBIR.10���
' r�,! l 0l1111;115�l�'lllllil'lll!Ilai •,t
ww'.i�1t��1RF��aQ =�1I11%:!1'0►
ty:ra011
nn•gwrrrs /■ ■1. fi t e
HIAIrIL .-11111111111.44111,1 00“11 ICI i11111■Ifilfitoof
Int '�►r iii 1111011111lf
nt' 1 vG11111►N�IIIiiIIr�"irri r.ti '\
?I'Z':1 I I; 11 111a11l1 1∎ li
1'1l;�rrrt 11 , ' 011 11; elm isw i .��rfigtt
fi�11ii4it %� i � �11� aid t11<1 it
111i>a.- i' /,�ip,5 ,
sir 'tuned t q ro,
- "r'iilp � •u�, � :],� ����1�t��j�jr �(I;,, 'i$8' r��lt'r
` ?.:..�1�y1►J
" ,1',Irii. VincturrAhniiill
,����•�l�y� 111rI:Y11�4�21����
1�� 111`11Yfa�'Jr����i
0. an "�- l,11 rl
ikiiii,
�, a, \ I R.`Y, - Pl.`s 1. w..•
QWI 'kW rid 11:
.---z:tr.) c.4 We'sslau
UP litgliniq
1•
:Arrlk:
South R.
J•
NI el 4Uk On
ii Iii;
� ■
1
ie
sll .,
IC' MO
l��rntl r,�i,
rArtm 1184:a 0 rim 1, •
1 ir
•
Fig
Gy
liNk
giiiidill
Rik %MCI
lliJIN
ikio� Mw 9 Iry'. �7p� I t .�ft� F� •.r . F` i
prigivnar,310-2, it,. ?'tf� ray
��••
n
[Intl Mawr '
will w r
la. wale
as... agpp
rkettlaings,„6"4"140/arA
-1! u
ON11;110,;
± Ali
:. �. . ■'•,w. � V �i!Il, l�te��1i' vet. f�3 ►� •�Jr'Y:. 1'T rM�f11lC. /g,
3� t< �l(��' ib t �' 1� o P.l t'.A MN-VW : et m't WW`
� +�Ifft,l�g►�:ftltu��r �i I:IN:ntiiralr,l gti.
mig
iF 4
N
En111AIR t v 1; .6 a91sr 1�lt':0ti ! 1i �/
��1!lir. �.: .t_ � ..: 1 i lMi��l`�I�IQiIt. �'�
1 w/, �, aib,; �_ 1111!
, II liltti`e,�t►�ita `.t , .(
id
,;;�►! o► 1 ► Ili P Iii ibr:..:; x;;
i
The boundaries of the sensitive areas dis-
played on these maps are approximate,
Additional sensitive areas that have not
been mapped may be present on a devel•
opulent proposal site. Where differences
occur between what.'ls Illustrated on these
neaps and the site conditions, the actual Pre-
sence or absence on the slte of the sensitive
area • as defined In the Sensitive Area
Ordinance • Is the legal control.
Erosion Hazard
Areas
•
iili E�• "N �f
1 1911 11111111
�':IA, {i�tfl ` .?11fRAiyllli� e��
- .►+Id'111� MI191,0111 Wil-
l:
1111111lialf 11111G1t1@111=1-.,,
.1',11111111 ,21D'.1111111111a,
$11f 1P a11I111111Iiiilpq
Af131 �m ►11AI I uIGeiiy
- --
3��t41)
!1'ii4tt iY?
eidiefyl,„, flll� �1Ilo+
,trr !` i1t�Id1F'�►llttll�ta= 1f� Ph
11111111II1°1111��•ef.: a!4
Arnk
llnn
' III;..'.:..1111119iF1r..1�1t►�U Illy
.0 �G11♦V.1� .R]pV�+.(YYMp6�Y�vZil?�� •� ,41111.1d— N 441,11107
Alm ►Pri1110f
4
The boundaries of the sensitive areas dis•
Played on these maps are approximate.
Additional sensitive areas that have not
been mapped may be present on a devel-
opment proposal site. Whore differences
occur between what Is Illustrated on these
rnaus and the site conditions, the actual pre-
sence or absence on the site of the sensitive
area • as defined In the Sensitive Area
Ordinance • Is the legal control.
1
I• i
51/ -
Landslide Hazard
Areas
z
Z
~N W
LL. C
0
Wi 0
W0
u_?
I- U-1
Z=
Z O
w
0 co
o1-
wW
1- --
wz
U
0
Z
111l1.'a., . -r, ?;
IT' ir.>,,r•.. rte' 1.
1459 4 rte• "x 11 'A'
11%11 ;�����i;' 11 II
1t•3... It.
I�liti ;l1
01FIR � ' ,e
ZCI
1I Imi � IYIQ.
1 1111: �=b
IlIIIIINt,, ;
11141a 4tv'
�` ;EE1'o1,1 ' del /V�
=11111'11'hlf OA" • A •
::rollA 6�'ZAP gm. , �•.
Ie 1:1I't1T!o ; T111, Mir
LIBINIIIIIr ►Aret►rla 4191111111i11�i
� ic,ia ''vi.',1�1111iw11' ;f fik
•Iyrlfir,llrEiwim U1:1911.:1 ,s
I!?IIIIvaiLw61ii111u1I1A.!lal
larrl� � �It�IfIAI 1►111(,lu����
•
"41111. 1
.4A1
1
ir
111E -4'r
1�1
'�Ci1i1dl tain,f11kcit
i!r111 tittiMg'er
1�4[�I 1�.'�.G k
t
7.
Sid � �1 1!I 111111 111lr.�
•.�.. - �, X111 It111111i1j'''1 "���►�1r�,'
Im l� � l
1IlLII11IP iI I1l 116..1, 1.. git \i
ti1�113t �i.t 11111 aid 1111 .�K�
'7'2;;;5141811,111 iirlillematiillFlook �
1i , . g in 3 mil III4
ki.114 =fr�, ,6ini1 �rMiIIIi
{' f iniiirairli-; WE
�.,Ii.,.; vssormiwilubag
iarairoftiks
ituaranzbIlig
majztvisrffif
„eLM 0111 MA
4 �i�.' ;w li�ll�li
tis �..r l w
Z
ItIVN
■
• I'
• 'ATTLE:
Arrirrii"."8114 t ,�fl��e p #NI
0
c.,.._.,,
A.
Dun Mawr
A.+
WIti .��y�r3.♦7{�igiiii 1711 1A'i' Y •A 7 � ,',, %
-ii! ''�IR�liir�4l�i�Rr'.•l11�lt�i
11�1!.ttr.... ,iil;',]t1 tt ,i
;1 1►1 . - - 911 � � see.:: y�'
IP Lei i �
file �,J)L'
N
The boundaries of the sensitive areas dis•
Played on these Additional sensitivmaps a r approximate.
areas thahave en
been mapped may be present on a devel-
opment proposal site. Where differences
Occur between what Is illustrated on these
maps and the site cdndltlons, the actual-pre.
Bence or absence on the site of the sensitive
area as defined In the Sensitive Area
Ordinance • Is the legal control.
1ila—Pro '61111 �;."
�1, a1t� II ����1�1+lMe v9
'17i�, nr� t
g l
,)
ffst y '•M1 •r
See wetlands and landslide hazard maps for
additional potential seismic hazard areas.
Wetlands and landslide areas are susceptible
to failure during earthquakes. Other seismic
hazard areas not shown on this map are
shorelines underlain by lacustrine sediments;
these are susceptible to liquefaction.
Seismic Hazard
Areas
.. 4v:f'a )•,�•�1y' 1111111,1N,]� At,CANT I'li �1 •
iSf�vTt u'Id�lr1,li ' i i i si .
V e111110tRglfi ,k
11 Sill
.11i �1 b=ra: k t�f� 11
rt 'SPrn %+Xla
ri , ttM.. k ii R{1 rr� �_1171 an II
(3Y 411'610 lg. �� r,^ IIIE+IP�lowi+ 1al.g
a- rw�u.. . \r'�1.Ii111 r. , womoom
fit• S } !IK a
� ., :
0
Ikk A if , .
is_ ' 'lit: vlt yti7r.[► 1�..
at
.161
ipifit%1-411L ii
Imoo! jrw
alplGI 1IFI .1`J111
1111:1 MI II ailli i a�_,
rail . lltl 1111111u� '� ..� �1s:�l6I11! ;lift i .. .ow. , tl r1 11 iti t �fi1J —�aar�RYllfll9l�J111l..I�f �� a of —
11111t.><'i. Pal IHIIIIA110 i { tI:. • 3 0s)
1�r'. 'II: ill' AtI�Ii f ,'s k ►�1'' � : . '��
r� �GIII!<�Ie11iti s., iil r� ,4, • . '
��••
11 �•i ' milli; 1Il,c 'iamb( Pk ' \
Viii fi 1111 1i t!l!i �it 1
"11�ISIM 1n11'I . hill ll • ''
Ottglailit"111/11 itil •!®iiiii 0
,L,7 jigii‘ mil
dkiii111111414411Miti 1.,..ulalilki
• rnC.11l!i1RroIIGal esalgill
-7
UAI I*
�; FItu�1���
IC N9!
glia,m 1,1 =fl ti r
. �•.• iii alit ` li
•7,.r.lIttlilill,l
hilrogi umiti
• 1 I' tllf %1E1 i" Ir.
.• iiNg� iIIUMPI1tZMNI ,
44 .n+.r. esa. . � r tli�,All�itl�l 'w,,• �•:
a ..,., �ae+r.rx
od' mT 1 1Ma 11T OA
uR r �S d ili
hn Mon,
4 .SMI
�''i'�4 �•; Ih"^ ���;
t.
alro �1 I � w.�� fit- �/A� ���
•w? +ter r"• \ ..� r.^• .,„ _ — -- — -- 0.."*RAYOlittk I
iiiiiir!lr9�il l! f.,1 � 116.0 r� (6." � �., iy:,.eP Jr�r� � ! 1�' • tlan►, I tit i 1t 11 f i, .1 m. • �'� \.1 f'i.•'..- :, -- ......` i�Q..";_�, 1 •
c
IiNNIAT!
migiolsottoic oy eig
VA MEW NV. ITV , f
II tr
—,742-1 r.►a� rit:4,011Priii_m___4(‘It�jj�" .:a _ 1 _ tiY
Glli %0�(1i16hi111#N 1JP:Rwt )� ,�; `..� i'
pi it I IMF b e atr y ! „� , ;, _.
1. �1 I irtna , r44: jj, . n n 1 6,1 PSI
LSFi9i�
The boundaries of the sensitive areas dis-
played on these maps are approximate.
Additional sensitive areas that have not
been mapped may be present on a devel-
otcurnbetween what site.
is Illustratedlonrtl ese
rnaps and the site conditions. the actual pre -
areae orasbdefinedn In the Sensitivef�sArea
Ordinance • is the legal control.
*These coal mines have had additional min-
ing since the most recent map was filed with
the Washington Department of Natural Re-
adjacsnt to these areas should beapreceded
by a thorough study to confirm or deny the
existence of additional subsurface tunnels.
Coal Mine Hazard
Areas
SEATTLE P,O, 9 MI.
Z
Q •
W
JU
0
UD
• LLI
J
H
• LL
WO
LL
= "±"u)
I-
ZF..
I- O
Z I-
w
• w
U�
0 E
O I-
W • W
LLO
wZ
O
Z
TY OF TUKWILA
\���
530091
MUTH
RM325
ZONE X
KING COUNTY
UNINCORPORATED AREAS
Q5300071 /�
f RA MA9,
I "= $00I
Z
W
J 0
00
CO 0.
CO Ill
J
H
WO
gQ
=a
w
Z=
1— o
zr
w
w
0
O co —
O 1-
w ui
1— • U'
u"O
Z
w••
U)
0 H
O
z
TASK 3: Field Inspection
Off-site runoff by- passes the site in the northwest corner as previously described in
• Task 1 within the existing ditchline conveyance system adjacent to 48th Ave South. This
old conveyance system is suffering from lack of maintenance and is generally in need of
upgrade. The site receives sheet flow from an approximate upstream tributary area of
1.2 acres, consisting of several single- family residences. This runoff continues to sheet
flow across the project site in a northeasterly direction. There appears to be no
indication of concentrated flow onto or across the project site. This runoff eventually
enters into a defined conveyance system along the west side of South 134th Place. The
tributary area to this drainage course is large, and extends to the southwest."' At the time
of the site visit, water was observed flowing within this conveyance system. The
discharge from the Tukwila Short Plat represents a minor portion of this tributary
drainage area.
The drainage continues northwesterly and eventually joins up with an equally large
tributary near the intersection of South 134th Place and South 133`d St.. This confluence
is approximately 1500 feet downstream of the project site. Runoff continues
northeasterly eventually draining into the Duwamish River.
The existing drainage features are shown on the attached drainage map.
TASK 4: Drainage System Description and Problem Description
As discussed, the drainage facilities adjacent to 48th Ave. South are in need of
maintenance. The larger drainage system adjacent to South 134th Place appears to be
in good condition and with sufficient to convey peak flows. No indication of erosion or
lack of capacity indicators were observed at the time of the site visit. The proposed
improvements are discussed within the next section.
r
TASK 5: Mitigation of Existing or Potential Problems
As discussed above, the drainage system adjacent to 48th Ave South downstream of
the project is in need of maintenance. Sections within the R.O.W. may be cleaned as
part of this project. Sections within private property will have to be maintained by the
property owners.
Per Section 1.5.b.7 of the City of Tukwila Ordinance 1755, each lot is considered as a
separate land use /development activity. Less than 5,000 square feet_of impervious
area will be added to the Tots, therefore a drainage review is not required for this project.
* PACIFIC NW TITLE * *
PACIFIC NORTHWEST TITLE COMPANY
OF WASHINGTON, INC.
1201 Third Avenue, Suite 3800
Seattle, Washington 98101
KELLY CORNWALL, Senior Title Officer
MARIE PIERCE, Senior Title Officer
Unit No. 6
FAX Number 206 - 343 -8401
Telephone Number 206 - 343 -1335
City of Tukwila
6200 Southcenter Boulevard
Tukwila, Washington 98188
Attention: Short' Plat Div.
SHORT PLAT CERTIFICATE
SCHEDULE A
GENTLEMEN:
Order No._391555
Your Ref. Singh
CERTIFICATE FOR
FILING PROPOSED PLAT
In the matter of the plat submitted for your approval, this Company has
examined the records of the County Auditor and County Clerk of King
' County, Washington, and the records of the Clerk of the United States
Courts holding terms in said County, and from such examination hereby
certifies that according to said records the title to the following
described land:
The southwesterly 120 feet of the northeasterly 340 feet as measured
along the southeasterly line of Tract 13, Fostoria Garden Tracts,
according to the plat thereof recorded in Volume 9 of Plats,
page 95, in King County, Washington.
IS VESTED IN:
RICHARD BARENE and KATHRYN BARENE, husband and wife
SUBJECT TO THE FOLLOWING EXCEPTIONS:
As on Schedule B, attached hereto.
CHARGE: $200.00
TAX: 17.20
TOTAL CHARGE: $217.20
RECORDS EXAMINED TO: September 20, 1999 at 8:00 a.m.
PACIFIC NORTHWEST TITLE COMPANY OF
WASHINGTON, INC.
Kelly Cornwall
Senior Title Officer
Unit No. 6
z
Q
Z`
no
w.
'65,
U O'
NO
w =. •
J F-;
.00 w;
w O:
LL
N �.
• _.
Z
.z I-
uf
;0 l—
w W,
• H V
w z
Uco..
_;
O ~
z
* * PACIFIC NW TITLE * *
Order No. 391555
SHORT PLAT CERTIFICATE
SCHEDULE B
Page 2
SPECIAL EXCEPTIONS:
1. DELINQUENT GENERAL AND SPECIAL TAXES AND CHARGES:
YEAR:
TAX ACCOUNT NUMBER:
LEVY CODE:
CURRENT ASSESSED VALUE:
DELINQUENT GENERAL TAXES:
AMOUNT BILLED:
AMOUNT PAID:
AMOUNT DUE:
DELINQUENT SPECIAL DISTRICT:
AMOUNT BILLED:
AMOUNT PAID :
AMOUNT DUE:
1999
261320 - 0026 -01
2413
Land: $55,000.00
Improvements: $33,000.00
$1,426.27
$ 0.00
$1,426.27
PLUS INTEREST
$0.94
$0.00
$0.94
PLUS INTEREST
2. CONTRACT OF SALE AND THE TERMS AND CONDITIONS THEREOF:
SELLER:
PURCHASER:
DATED:
RECORDED:
RECORDING NUMBER:
EXCISE TAX RECEIPT NUMBER:
Richard Barene and Kathryn Barene,
husband and wife
Santokh Ram,
and Ram Pal,
May 12, 1998
May 12, 1998
9805122134
E- 1611526
(continued)
an unmarried individual
an unmarried individual
Z.
= F-
FZ
• .. W
J U'
• Nom:
W=
J �
. •N �'
W o:
J
LL <
I-_
z o: •
ut
W
wr.
Z: •
(f): •
0 am.
Z_
•
* * PACIFIC NW TITLE * *
fa
Or ,r No. 391555
SHORT PLAT CERTIFICATE
SCHEDULE B
Page 3
PORTION OF PURCHASER'S INTEREST (AS TO SANTOKH RAM'S INTEREST ONLY)
WAS ASSIGNED AND SAID PREMISES CONVEYED BY QUIT CLAIM DEED:
DATED:
RECORDED:
RECORDING NUMBER:
ASSIGNEE:
EXCISE TAX RECEIPT NUMBER:
The purchaser's interest is
interest of his /her spouse,
contract.
March 12, 1999
March 12, 1999
9903123129
Hardeep Singh
E- 1672383
presumptively subject to the community
if married on or since date of said
END OF SCHEDULE B
Title to this property was examined by:
Jeff Olsen
Any inquiries should be directed to one
in Schedule A.
cc: Mr. Hardeep Singh /Seattle
JO /ed/3422L
of the title officers set forth
z •
Z
n
JU:
•;c)O.
w ='
w o.
J.
W`.
z �
I- O.
Z
LLI
D o,
C.) co,
:w
V;
U.
O
Z '
* * PACIFIC NW TITLE * *
V' ,
SHORT PLAT CERTIFICATE
Schedule B
GENERAL EXCEPTIONS:
Order No. 391555
1. Rights'of claims of parties in possession not shown by the public
records.
2. Public or private easements, or claims of easements, not shown by
the public record.
3. Encroachments, overlaps, boundary line disputes, or other matters
which would'be disclosed by an accurate survey or inspection of the
premises.
4. Any lien, or right to a lien, for services, labor or material
heretofore or hereafter furnished, imposed by law and not shown by
the public records, or Liens under the Workmen's Compensation Act
not shown by the public records.
5. Any title or rights asserted by anyone including but not limited to
persons, corporations, governments or other entities, to tide lands,
or lands comprising the shores or bottoms of navigable rivers,
lakes, bays, ocean or sound, or lands beyond the line of the harbor
lines as established or changed by the United States Government.
6. (a) Unpatented mining claims; (b) reservations or exceptions in
patents or in Acts authorizing the issuance thereof; (c) water
rights, claims or title to water.
7. Any service, installation, connection, maintenance, capacity, or
construction charges for sewer, water, electricity or garbage
removal.
. General taxes not now payable or matters relating to special
assessments and special levies, if any, preceding the same becoming
a lien.
9. Indian tribal codes or regulations, Indian treaty or aboriginal
rights, including, but not limited to, easements or equitable
servitudes.
z
JU;
UO;
co o
w =
LL
w O'
J
lLQ-
Cf.
= .
• I-w
z�
1-o
z �-.
LU o:
E--`
U {
z.
O~
z•
CITYOf.-7"UKWILA
Depalrtment of Community Development
6300 Southcenter Boulevard, Tukwila, WA 98188
Telephone: (206) 431 -3670
SHORT
PLAT
(P -SS)
APPLICATION
FOR STAFF USE ONLY
Receipt Numb
File Number :.
(. •oe -1.•
Project File #;;
0; = Application Complete : (Date:
•Other. File*
Application Incomplete
Other, File r.
1. PROJECT BACKGROUND
A. NAME OF PROJECT /DEVELOPMENT: R44.k. PLATT
B. LOCATION OF PROJECT /DEVELOPMENT: I/��
STREET ADDRESS: 1 3423 4S -Nu... s
ASSESSOR PARCEL NUMBER: 1(9 132-0 ?As
LEGAL DESCRIPTION: SW. Izo' OF NE. 34e OF TRAcT 13, FoziMik G, Rc 1 TP.Pscrs % Zs '
Quarter: NE Section: ) S Township: Z3 t• Range: 4 E.- (This information may be found on your tax statement)
C. CONTACT: (Primary contact regarding the application, and to whom all notices and reports shall be sent)
r-I
NAME: CNR2. ( 1,N G H
ADDRESS: 22,4- S. 152- T .
PHONE: + (o _ r 2 ' 44 1 to
SIGNATURE:
-4/ 46
SE NTTL:E `CIA . `rrd 148
SHTPLTPT.DOC 7/5/96
DATE: I D/ 109 •
ReGeNso
clo- 0 41999
001001\11V �T
p�.VE
z •
,�Z
w
6 D
D.
_iU
000.
w=
J H
LL
w 0:
ua
= C�
w
T
z
F- O
z H'
W
j'
m.
:0 f-
WW
ty
Uj =
O ~.
z
D. PROPERTY OWNER DECLARATION
The undersigned makes the following statements based upon personal knowledge:
1. I am the current owner of the property which is the subject of this application.
2. All statements contained in the application are true and correct to the best of my
knowledge.
3. The application is being submitted with my knowledge and consent.
4. I understand that conditions of approval, which the City and applicant have jointly agreed
may not be completed prior to final approval of the construction (e.g., final building permit
approval) will be incorporated into an agreement to be executed and recorded against the
property prior to issuance of any.construction permits.
I declare under penalty of perjury under the laws of the State of Washington and the United
States of America that the foregoing statement is true and correct.
EXECUTED at
,199
(city), (state), on
Agz7x
ame)
22-4 2.9 . /5727 /VA- q /O?
(Address)
(Phone Number)
(
A N P fIX
Signature)
Use additional sheets as needed for all property owner signatures.
z
_�
w
cc 6
JU
'U O'
N
W =`
• w;
w O"
ga
S2 a,
F-• w.
2
z�
HO
Z �.
w.
U
0
ww
U
IL. 0
=;
0
z
SIGNATURES
DECLARATION:
Know all men by these presents that we, the undersigned, owner(s) in fee simple of the land herein
described do hereby make a short subdivision thereof pursuant to RCW 58.17.060 and acknowledge
that said subdivision shall not be further divided in any manner within a period of five years, from date
of record, without the filing of a final plat. The undersigned further declare this short plat to be the
graphic representation of said short subdivision and the same is made with the free consent and in
accordance with the desire of the owner(s).
In witness whereof we have set our hands and seals.
Name: A9/9 f192 --- Name:
Name: / ` f Name:
Name: Name:
Name: Name:
STATE OF WASHINGTON:
County of King
On this day personally appeared before me
it hi
to me known to be the individual described in and who executed the within and forgoing instrument,
and acknowledge that ned the same as 614A free and voluntary act and deed, for the
uses and purposes
GIVEN:under m
STATE OF WASHINGTON
County of King
My appointment expires:
On this day personally appeared before me
to me known to be the individual described in and who executed the within and foregoing instrument,
and acknowledge that signed the same as free and voluntary act and deed, for the
uses and 'purposes therein mentioned.
GIVEN under my hand and official seal this day of , 19
Signature:
Name as commissioned:
Title:
My appointment expires:
Short Plat Number
RECEIVED
OCT 0 4 1999
COMMUNIST"(
DEVELOPMENT
Page of
'WORKING TOWARD A BETTER ENVIRONMENT
Ga�1 e�
SEWER DISTRICT
14816 Military Road Snt F r r7 I V E
P.O. Box 69550
Tukwila, WA 98168
PI' e: (206) 242 -3236
Fax: (206) 242 -1527
OCT 0 4 1999
COMMUNITY
DEVELOPMENT
CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY
pi Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability
Part A: (To Be Completed by Applicant)
Purpose of Certificate:
❑ Building Permit ❑ Preliminary Plat or PUD ❑ Other
• 11 Short Subdivision ❑ Rezone
Proposed Use: • _
ftSk Residential Single Family ❑ Residential Multi- Family ❑ Commercial ❑ Other
Applicants Name: liQvviey Sirk.5 .h Phone: (9,04 biz— 94)1 cc. /I
Property Address or Approximate Location: (v6) 2,4- 094 X {1h7
Dial y9t4+ 4vc. s
Legal Description(Attach Map and Legal Description if necessary):
SW 120 f-4- o'5- N E 3 90 f+ o f Ti'vc. t /3_; Fm-iv,-.4 6- 4.r.,%,., 1 ✓a.c,47 .
1-1- 3 A6/3 o -oo,z‘
Part B: (To Be Completed by Sewer Agency)
1. 3 a. Sewer Service will be provided by side sewer connection only to an existing 6 ' size sewer
<) feet from the site and the sewer system has the capacity to serve the proposed use.
OR Cl 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):
2. (Must be completed if 1.b above is checked)
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. 5i 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: .
a. District Connection Charges due prior to connection:
GFC: $ 8512 %f SFC: $ /90O /10+ UNIT: $ TOTAL: $
(Subject to Change on January 1st)
King County/METRO Capacity Charge: Currently, $1090 /residential equivalent, will be billed directly by
King County after connection to the sewer system. (Subject to change by King Co/Metro without
notice.)
' b. Easements: ❑ Required 3 May be Required
c. Other:
I hereby certify that the above sewer agency information is true. This certification shall be valid for one year
from$' date of sig tu je.
ceq.:. s.; �4H9iie� +1u:.:l:o... »C'.iLa`wY.:uS ✓.}.:�.Vh.rN. J....,[•. . •w'p•
Title
17/,
Date
ant
Lewis
nonument
FOR: ,
Harry Singh
6
cf)
S8833'43"E
Basis of Bearing
796.44 meas.
`Sls‘
Olt
76 v
Lit 1090
Esmt.(Private)
Z
1 Z
2ui
0
00
/04.e.-7.---A.,4m.9
Z-e}
East 1/4 corner
Found tack in lead
in concrete monument
7/7/97
NOTE:
edge asphalt
paving
Manhole #9-44
as monumented
Lot Areas ;
LOT 1 = 7,687 sq.ft.
LOT 2 6,922 sq.ft.
LOT 3 = ,6,926 sq.ft.
LOT 4 = 6,668 sq.ft.
Tract A = 4,720 sq.ft.
Aproximate lowest elevation of
building areas on new lots =-
Lot .2 = 44 feet
Lot 3 = 42 feet
Lot 4 = 50 feet
•
Field data for this survey was obtained by
direct field measurements. Angular and linear relationships
were measured with a six second theodolite and electronic
measuring device, 0 supplemented by a steel tape. 0 000000
•
SCHROETER LAND SURVEY{
PROFESSIONAL LAND SURVEYORS ; ,•! •
P.O. Box 813, Seahurst, Washington 98062 (206) 242-6621 FAX (206)243-1679:
DWN. BY
law
CHKD. BY
Revised 4/25/01
DATE 3/27/0i
DATE FIELD 0 9/7/99
SCALE
1" = 40'
JOB NO.
PROJECT NO
„.,, .,, ,I.c C,11,011
hln roads or 90R
iebris. Contractor
pading activities
'y.
FILTER FA)3R%C 9LT
FENCE ALONG Lot 02
l LOT "3 psoP. LINE.
/apPROx• aso L.F•
TRACT' 1A'
E—ME-Kri-
N. N.T.S. s•otr.'r use..
FILL t3ACX or- LDrs A LA A3 To
ELF V. 417.0 TO RiO' I DE Co'i .R
FoR c>RAINA6e PIPE
qL
6xiSfING CONTOUR 44
PROD CONTOUR (TIP)
.1A, L a•,..n .
DRIVeNA )
5" P/c sWR35
GRP.IN PIPE@ 0,5% IBS'- to" PVC SDR 35 SIDE SEWER
FDR YNfaO 4 Fo+0TIN6_ 2 Mlr.l. 2'6 FOR Lore e 4 '3
off-$.0,45
ex•
51.1150,
$ PRWATE DIRE
SEWER 2 DRAINAGE Ex. lo' CoNG.
EA�snEe�t. whu-
251.1.7'
t.” SIDE — J
SEWER •Rye' ,
re: 44-1 .
J 6 BRAIN PIFE -
En/5 IE: 41•
salt- tLL'Q / -- "`-- 7
r a• 1 i— I L1 x2}' ROcIC FILLS D
1 LOS - 3 ` \ ( - mei,ct1 I:,E,..EI.)
Jt I Cvq 3 2 SF \ I i , rim ii (see F.
1' I_ 101-t4:._ F. F. E : 52.0' 1_ I. �e t-ltRE 4)\` :.
?'!Q' Br'4 r., war no
go.o'
I
i Jiri ;� H cUSt•
5-11..).6,-.1 IE: 42.5• /
2N'l L0 PE -- 1
!1 lq DRAIN PIPE
POOP /GUT'T'ER Ih_;; 47.?
. 3O' ;' - :vJEf; l/ /
DRP.Iu
(rIP) IL ,
MIN. F.F.E. : 52.0'1 (' :Aw3
629tq L -...0T
-�J—i
�WC.
MIN
TOGO".
ENLISTING 1
lr 13423
FlvD/ ' U
ORVv/Y. / I
Ii,_ Nom. I \,.______/
REPLACE exisr. le' I ----
r' i'J kt ' th*T-14 - 421 OF /
OE \,‘,-: 12• Fat c FROM /
N-vv CA / -/� /
Id /
/
id FAD. 940E-4) � H.(Brmi . /` t
940E /
/ !,
2' y.'eoG . CUP ,
FLOW LINO ti` ' 'III
12..o".30'
ex z! Ifirecx- Fu-Leo
PoreNT1P-L ( I$OI
HOUSE Dem.) ii LOG L
ENVELoM 1� :...2.______ -'(; L (v,',< 401 rip) w
( f r
T178LINF
LOT ~ - --
_ I p41 f _
-
IO¢l.l. to SF I
1 sloe SE st
Mush FFE: 52. ' i : SEWER stye IE ', 4q.2
_ _____------"•---••-
__ _---' 12(0.t.S' ft,
°°0s 45° 5' o3^
SL
•
POO
—5
HIGH Pr.
r L. 53_lu
25(0.04'
1,0
F)CIsTIp -1G C nv FJL
DIANEwP'`t
tr," SIDE c...C- -WER
155.e, 1.2%
�'-- ��_�3�•1" I`OLVe- nilLeNE PIPE
File: L 99-0073
Drawing
#1-5
k
f
N
•`
■
1
161
• 0 Inch
�iliiliiii�iulliul�uillli�i�i�iilun�nii! �i�iUII�IIIII�III111111�IIIIIIIII�iII�IIIII�IIIIIIIII�IIIIIUi��iiiilii�i�uitluu�liiiln .n�niiluu�
SHORT PLAT NO. L99 -0073
City of Tukwila
King County, Washington
APPROVALS:
Reviewed and approved by the Short Subdivision Committee
and hereby certified for filing this 1_1_ day of L __
Examines .and approved this 74* day
Chairman, Short Subdivision Committee
DECLARATION
Know all men by these presents that we, the undersigned,
owner(s) in fee simple and /or contract purchaser(s) of the
land herein described do hereby make a short subdivision
thereof pursuant to RCW 58.17,060 and acknowledge that said
subdivision shall no be further divided in any manner. within
a period of five years, from date of record, without the
filing of a final plat. The undersigned further declare this
short plot to be the graphic representation of said short
subdivision and the same is made with the free consent and
in accordance with the desire of the owner(s).
IN WITNESS WHEREOF we set our hands
Name
11 »Rpk , .35,NWy
Name
Name
Name
Name
State of Washington,
County 'of 14.11.3
I certify that I know or have satisfactory evidence that
signed this instrument and acknowledged it to b her) free and
voluntary act for the uses and purposes mentioned in the instrument.
Signature of
Notary Public
Dated
ch&.()
My appointment expires
State of Washington
County of
I certify that I know or have satisfactory evidence that
signed this instrument and acknowledged it to be (his /her) free and
voluntary act for the uses and purposes mentioned in the instrument.
Signature of
Notary Public
Dated
My appointment expires
EXISTING LEGAL DESCRIPTION
DEPARTMENT OF ASSESSMENTS
Examined and opproved this _1_71 day of 6A `,L, 20 0
Se a ar N L Z d
Asses r
Deputy Assessor
Account Number 2613200026
RECORDING NO.
boa / o s o 7 9ocoo 9
SCALE:
1 inch = ft.
VOL. /PAGE
/Y15
lsnmo 1 1 1
0
THE SOUTHWESTERLY 120 FEET OF THE NORTHEASTERLY 340 FEET AS
MEASURED ALONG THE SOUTHEASTERLY LINE OF TRACT 13, FOSTORIA
GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN
VOLUME 9 OF PLATS, PAGE 95, IN KING COUNTY, WASHINGTON.
NEW LEGAL DESCRIPTIONS
LOT 1
THAT PORTION OF THE SOUTHWESTERLY 120 FEET OF THE
NORTHEASTERLY 340 FEET, AS MEASURED ALONG THE SOUTHEASTERLY
LINE OF TRACT 13, FOSTORIA GARDEN TRACTS, ACCORDING TO THE
PLAT THEREOF RECORDED IN .VOLUME 9 OF PLATS, PAGE 95, IN KING
COUNTY, WASHINGTON, DESCRIBED AS FOLLOW:
BEGINNING AT THE INTERSECTION OF THE SOUTH LINE OF THE
NORTHEASTERLY 340 FEET OF SAID TRACT 13, WITH THE
NORTHWESTERLY MARGIN OF 48TH AVE. SOUTH; THENCE NORTH
41'44'57" EAST, ALONG SAID MARGIN, 20.00 FEET TO THE TRUE
POINT OF BEGINNING; THENCE CONTINUING ALONG SAID MARGIN,
NORTH 41'44'57" EAST 100.00 FEET TO THE NORTHEASTERLY LINE
OF SAiD SOUTHWESTERLY 120 FEET THEREOF; THENCE NORTH
4815'03" WEST, ALONG SAID NCRTHEASTERLY LINE, 77.41 FEET;
THENCE SOUTH 41'44'57" WEST 80.00 FEET; THENCE SOUTH
2616'38" WEST 20.72 FEET; THENCE SOUTH 48'15'03" EAST
72.00 FEET TO THE. TRUE POINT OF BEGINNING.
LOT 2
THAT PORTION OF THE SOUTHWESTERLY 120 FEET OF THE
NORTHEASTERLY 340 FEET, AS j. SURED ALONG THE SOUTHEASTERLY
LINE OF TRACT 13, F ; OSTORIA i0DEN TRACTS, ACCORDING TO THE
PLAT THEREOF, RECORDED IN VOLUME 9 OF PLATS, PAGE 95, IN KING
COUNTY, WASHINGTON, DESCRIBE.D AS FOLLOW:
BEGINNING AT THE INTERSECTION OF THE SOUTH LINE OF THE
NORTHEASTERLY 340 FEET OF SAID TRACT 13, WITH THE
NORTHWESTERLY MARGIN OF 48TH AVE. SOUTH; THENCE NORTH
41'44'57" EAST, ALONG SAID MARGIN, 20.00 FEET; THENCE
NORTH 4815'03" WEST 72.00 FI':ET TO THE TRUE POINT OF
BEGINNING; THENCE NORTH 26'36'38" EAST 20.72 FEET; THENCE
NORTH 41'44'57" EAST 80.00 FEET TO THE NORTHEASTERLY LINE
OF SAID SOUTHWESTERLY 120 FEET THEREOF; THENCE NORTH
4815'03" WEST, ALONG SAID NORTHEASTERLY LINE, 79.28
FEET; THENCE SOUTH 41'44'57" WEST 57.38 FEET; THENCE
SOUTH 07'39'49" EAST 65.51 FEET; THENCE SOUTH 4815'03"
EAST 34.94 FEET TO THE TRUE POINT OF BEGINNING.
RECORDER'S CERTIFICATE,
3'00
day of/27..wf.,20A /..atP M
page. /..L...at the request of
La Ns✓ r%ur-✓oyor
..14i.14t.4rN`¢•••
Supt. of Records
filed for record this 7
book.t.ie� 6 of4k!4tJat
JC;e- h,,,/c1CA o6 t
Mgr.
LAND SURVEYOR'S CERTIFICATE
This Short Plat correctly represents a survey made by
me or under my direction in conformance with the
requirements of the appropriate State and County
Statute and Ordinance in �`�999
Certificate No.
SURVEY FOR:
Hardeep Singh
PORTION OF
_SE 1/4 of NE_ 1/4, s._15_ T. 23.N., R._4_E., W.M.
LOT 3
THAT PORTION OF THE SOUTHWESTERLY 120 FEET OF THE
NORTHEASTERLY 340 FEET, AS MEASURED ALONG THE SOUTHEASTERLY
LINE OF TRACT 13, FOSTORIA GARDEN TRACTS, ACCORDING TO THE
PLAT THEREOF RECORDED IN VOLUME 9 OF PLATS, PAGE 95, IN KING
COUNTY, WASHINGTON, DESCRIBED AS. FOLLOW:
BEGINNING AT THE INTERSECTION OF THE SOUTH LINE OF THE
NORTHEASTERLY 340 FEET OF SAID TRACT 13, WITH THE
NORTHWESTERLY MARGIN OF 48TH AVE. SOUTH; THENCE NORTH
41'44'57" EAST, ALONG SAID MARGIN, 20.00 FEET; THENCE
NORTH 4815'03" WEST 106.94 FEET TO THE TRUE POINT OF
BEGINNING; THENCE NORTH 07'39'49" WEST 65.51 FEET; THENCE
NORTH 41'44'57" EAST 57.38 FEET TO THE NORTHEASTERLY LINE
OF SAID SOUTHWESTERLY 120 FEET THEREOF; THENCE NORTH
4815'03" WEST, ALONG SAID NORTHEASTERLY LINE, 100.00 FEET
TO THE WESTERLY LINE OF SAID LOT 13; THENCE SOUTH
41'44'57" WEST, ALONG SAID WESTERLY LINE 60.00 FEET;
THENCE SOUTH 4815'03" EAST 80.00 FEET; THENCE SOUTH
07'39'49" EAST 61.48 FEET; THENCE SOUTH 4815'03" EAST
23.06 FEET TO THE TRUE POINT OF BEGINNING.
LOT 4
THAT PORTION OF THE SOUTHWESTERLY 120 FEET OF THE
NORTHEASTERLY 340 FEET, AS MEASURED ALONG THE SOUTHEASTERLY
LINE OF TRACT 13, FOSTORIA GARDEN TRACTS, ACCORDING TO THE
PLAT THEREOF RECORDED IN VOLUME 9 OF PLATS, PAGE 95, IN KING
COUNTY, WASHINGTON, DESCRIBED AS FOLLOW:
BEGINNING AT THE INTERSECTION OF THE SOUTH LINE OF THE
NORTHEASTERLY 340 FEET OF SAID TRACT 13, WITH THE
NORTHWESTERLY MARGIN OF 48TH AVE. SOUTH; THENCE NORTH
48'1.5'03" WEST 256.69 FEET TO THE WESTERLY LINE OF SAID
LOT 13; THENCE NORTH 41'44'57" EAST, ALONG SAID WESTERLY
LINE, 60.00 FEET; THENCE SOUTH 4815'03" EAST 80.00 FEET;
THENCE SOUTH 07'39'49" EAST 61.48 FEET; THENCE SOUTH
4815'03" EAST 130.00 FEET TO THE NORTHWESTERLY MARGIN OF
48TH AVE. SOUTH; THENCE SOUTH 41'44'57" WEST, ALONG SAID
NORTHWESTERLY MARGIN 20.00 FEET TO THE POINT OF BEGINNING.
INGRESS, EGRESS AND UTILITIES EASEMENT
THAT PORTION OF THE SOUTHWESTERLY 120 FEET OF THE
NORTHEASTERLY 340 FEET, AS MEASURED ALONG THE SOUTHEASTERLY
LINE OF TRACT 13, FOSTORIA GARDEN TRACTS, ACCORDING TO THE
PLAT THEREOF RECORDED IN VOLUME 9 OF PLATS, PAGE 95, IN KING
COUNTY, WASHINGTON, DESCRIBED AS FOLLOW:
BEGINNING AT THE INTERSECTION OF THE SOUTH LINE OF THE
NORTHEASTERLY 340 FEET OF SAID TRACT 13, WITH THE
NORTHWESTERLY MARGIN OF 48TH AVE. SOUTH; THENCE NORTH
41'44'57" EAST, ALONG SAID MARGIN, 20.00 FEET; THENCE
NORTH 4815'03" WEST 57.41 FEET TO A POINT OF CURVATURE;
THENCE ON A CURVE TO THE RIGHT WITH A RADIUS OF 20.00 FEET
AND AN ARC OF 31.42 FEET; THENCE NORTH 41'44'57" EAST
45.00 FEET; THENCE NORTH 4815'03" WEST 20.00 FEET; THENCE
SOUTH 41'44'57" WEST 45.00 FEET TO A POINT OF CURVATURE;
THENCE ON A CURVE TO THE RIGHT WITH A RADIUS OF 20.00 FEET
AND AN ARC OF 31.42 FEET; THENCE NORTH 4815'03" WEST
45.00 FEET; THENCE SOUTH 41'44'57" WEST 20.00 TO THE
SOUTHWESTERLY LINE OF SAID NORTHWESTERLY 340 FEET THEREOF;
THENCE SOUTH 4815'03" EAST, ALONG SAID LINE 162.41 FEET
TO THE POINT OF BEGINNING.
NOTE:
Field data for this survey was obtained by
direct field measurements. Angular and linear relationships
were measured with a six second theodolite and electronic
measuring device, supplemented by a steel tape.
u.;
O
0-
_i
O
SCHROETEReLAND SURVEYING
PROFESSIONAL LAND SURVEYORS
P.o, Box 813, Seahurst, Washington 98062 <206) 242 -6621 FAX (206)243 -9679
DWN. BY law
DATE 3/27/01
DATE FIELD 9/7/99
JOB NO, 352/21
PROJECT NO, 99084
CHKD. BY
Revised 4/25/01
SCALE 1" = 40'
SHEET
1 OF 2
SHORT PLAT NO. L99 -0073
City of Tukwila
King County, Washington
o&_oC'\C
1
guy
Y
JOINT MAINTENANCE AGREEMENT
THE OWNERS OF THE LOTS SHOWN ON THIS SHORT PLAT SHALL BE
RESPONSIBLE FOR THE MAINTENANCE AND REPAIR OF THE UTILITY AND
DRAINAGE FACILITIES WITHIN THE EASEMENTS SHOWN ON THIS PLAT
AND SHALL EQUALLY SHARE IN THE COST OF MAINTAINING THESE
FACILITIES.
THE INGRESS AND EGRESS PRIVATE EASEMENT IS FOR THE BENEFIT OF
THE OWNERS OF ALL LOTS. OWNERSHIP OF THE LOTS CONTAINED WITHIN
THIS PLAT INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST
IN THIS INGRESS AND EGRESS EASEMENT, AND AN EQUAL AND
UNDIVIDED RESPONSIBILITY IN THE MAINTENANCE OF SAID EASEMENT.
Lot 3
10' utility
easement
Elevation datum per City of Tukwila
Sewer manhole #9 -44; inv. = 47.2'
rim = 56.0'
shed
Platted centerline
10' utility
easement
S
der va, sic'
;ar
13
LEGEND
Concrete Monument in Case
•+1 Monument
x Tack in Lead or Nail & Disk
• Bronze plug
O Set rebar w /cap #23604
• Found pipe or rebar
Tyg Hydrant
c. , Power pole
o Sewer manhole
wm0 water meter
SS Sanitary sewer
i
s° s
�� s
4/0 yc0 (A NS'y,
C,• "79 o�e/20'
&1`• oo• ss
6.)G
edge asphalt
paving
Manhole #9 -44
.r/ �cos monumented
S8813'43 "E calc.
408,38 caic.
•
U
0
..N
i
i_
set nail
in asphalt
r K.C. Water
existing
fire
hydrant
Found S.E. corner
D.C. #37 —
7/7/97
District #12
RECORDING NO.
,a00 /0sd 9 90 et 00
VOL. /PAGE
/4PO
SCALE:
1 inch - 40' ft.
111111
0
1 1 I
40'
80'
PORTION OF
SE_1 /4 of NE_1 /4, S._15_. T.23_N., R.q'E., W.M.
DETAIL Ingress and Egress Easement
1" = 40'
shed
guy
10' utility
easement
S88'33'43 "E
Basis of Bearing
_4110_
_ 796_44 meas.
C.C. Lewis
concrete monument
O
03
10' utility
easement
/.
10'Drainage
Esmt.(Private)
East 1/4 corner
Found tack in lead
in concrete monument
7/7/97
NOTE:
Field data for this survey was obtained by
direct field measurements. Angular and linear relationships
were measured with a six second theodolite and electronic
measuring device, supplemented by a steel tape.
R
edge asphalt
paving
Manhole #9 -44
Lot Areas :
LOT 1 = 7,687 sq.ft.
LOT 2 = 6,922 sq.ft.
LOT 3 = 6,926 sq.ft.
LOT 4 = 6,668 sq.ft.
Tract A = 4,720 sq.ft.
Aproximate lowest elevation of
building areas on new lots =
Lot 2 = 44 feet
Lot 3 = 42 feet
Lot 4 = 50 feet
w
J
0
RECORDER'S CERTIFICATE .
filed for record this day of 20 at M
ink book ,/ (% of at page at the request of
/.ti.cr 1,4!.!.. &4r.GTe; LR.,d Jd. -y�y0✓
Mgr.
Supt. of Records
LAND SURVEYOR'S CERTIFICATE
This Short Plat correctly represents a survey made by
me or under my direction in conformance with the
requirements of the appropriate State and • County
Statute and Ordjnance in ..SG ftf .1( 4
t
Certificate No. LS23i?Dyt
SURVEY FOR:
Hardeep Singh
SCHROETERWILAND SURVEYING
PROFESSIONAL LAND SURVEYORS
P.O. Box 813, Seahurst, Washington 98062 (206) 242 -6621 FAX (206)243 -9679
DWN. BY
law
DATE 3/27/01
DATE FIELD 9/7/99
JOB NO. 352/21
PROJECT NO. 99084
CHKD. BY
Revised 4/25/01
SCALE
1 " =40'
SHEET
2 OF 2
'.O.Inch'
E
I �Ym�+/v*•�r
r+ I
CI �i i;t cl t, 01 f t`` �� — p' "" t t, i_": o
• ! IIIIIIIIIIIIIIIIIIIilillnnlnnlnn1111111111�1�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIililllil1111111nu1nnllul1nninnl
GRADING NOTES
1. Unless otherwise specified. all work shall conform to the 1998 Standard Specifications
for road, bridge and municipal construelir.,s as published by the WSDOT and the
APWA. as amended by the City of Tukwila. All grading activity shall conform to UBC,
Chapter 70.
2. These plans do not represent the location of all existing utilities. II Is the responsibility
of the contractor to confirm the location and depth of existing utilities prior to
excavation.
3. The conhaclar shall be responsible for all safely considerations during the execution
of the work Including french shoring per OSHA specifications and traffic control on
existing roads. • /
4. The engineer shall be notified Immediately upon the discovery of any conflicts or
discrepancies relative to These plans.
5. Ati mblertal wed °frill shall be approved pit run gravel or native material that has
been observed and approved by the engineer.
6. All structural TM material shall be compacted to a minimum of 95% MDD (under
buildings roads, driveways, walks, parking lots. eta(. This IIII shall be compacted
during optimum moisture content In tills not exceeding 12 ". See arch. specs.
7. compaction tests shell be taken for all structural fills al the dkeclion of the engineer.
8. All trench backltil material shag be compacted to 95% MDD within roads or 90%
outside of traffic seas.
9. FIB slopes shall not exceed 3:1 and cut slopes shall not exceed 2:1.
10. M adjacent roods shall be kept clean and free from mud and debris. Contractor
shall be responsible for periodic roadway cleaning.
I I. Contractor shall take measures to minimize dust generated by grading activities
Including frequent watering by an onsite wafer truck it necessary.
. G"AIID tab
•
- -2 c,,uR +Ea OF MOCK
LIFT Ii.00V//14W30L1,
E"IO,IDMI�S o vl nn"I
12• ,F' COVe,T ' 1J p DT
IOU.'. LOCK, PAGTe.J
10 INCH HNID 110.D
,.nn. L I
rt Jens
Or.
PIPE eum$trl s^r -
I1"
t. HOD .•'W.
MAY,
T.. 'At N
.Ens N.nc 4 O
P (RP TEe-
A PORTION of the N.E. 1/4, SECTION 15, TOWNSHIP 23 N., RANGE 4 E., W.M.
ASPHALT
WEDGE CURB
FLOW LINE TO BE
DIRECTED TO CATCH I A.C. BASIN AS SHOWN
CN PLAN
20'
TRACT 'A'
PAVEMENT
E.
0.5' • BACK OF-
WEDGE
\\__ 2' COMPACTED DEPTH
CLASS 'B• ASPHALT
1 1/2' YIN. COMPACTED DEPTH
CRUSHED SURFACING TOP COURSE
T RACT Y 2 l/2' MIN. COMPACTED DEPTH
CRUSHED SURFACING BASE COURSE
'ADDITIONAL TREATMENT MAY BE REQUIRED
DEPENDING ON SOIL CONDITIONS. SEE SEC.
4.2. K•C.R•S.
A r
PAVE-KNIT" IT" S C,T!
IV*.
N.T.S. cXoikrt- UST. DRIVEWAY/•
FILTER FABRIC SLT FILL BACK OP LfJTS 1rZ >� #3 N
FENCE ALONG I.J -. ELF_v• 4q•0 TO PROVIDE CAVE.R
1 Lpp "3 PROP. LINE.
APPROx. 250 L.F• FOR DRAINAL'E PIPE
AL
/ all
Fx1511NG CONTOUR''
/RoPc5 ED CONTOUR (TIp")..
5 40' Is' oB'
Ilrl,'- B" PJC 5O 5
GRAIN PIFE• 0.5%
FoR YARD 4 FoaTTNG
FJC•
511$D.
Slope -�
to road
drainage system
q" MIN. PC T6HRINE
2'X10'
level trench
wiped plpe
(55 4r T109
•i" MIN. PVC
TICNTLinsa..
PLAN VIEW OF ROOF
NTS
random 011
18
min
1.- 24' min ----►1
TRENCH X- SECTION
NTS
TVP, FZr7DF iboA /hlge sr FERFORA78D DFRA1 LP
COt�►►.lE�T1DN
1135'- to' Pic SDP, 313 SIPE SEWER
a MIN• 276 Fog Lora "d
B PRNAIE SIDe.
5E`NEK 4 DRANAGE E.C. lo' CoNC
F1MENr. WALL
-
�%
I I 1
f"G" 51DE�j'
SEWER 51U
DRAIN PIPE."
SNB la: 41.
A�-- -r
DIRA -le
ewnsr
0 1.o'r
N PIICII
Z.1:lY:e
kl RAre
4ID1 DA E.TOCA
GAay. >R.
RAT-
Meg ,TKKvJAIWA.)
•
'Jar ON CRUSHED
OMVEL OR 01.n1C1E0
WVIVe GA O W,.
CNtfl 13451LI 1. TYPE it . 54 " t 10' DPPP
II
57 ,Gnu Maw usED
FLIER PANIC
EOCVAID? 10 ATTACH PAC 70 POS/S
Z' AN. 2 IN.
' AN else MINCHyr�,�()1
'MASHED CRAWL CROSS SECTION
POSTS
r2' NIA:
(
?',Q• er t4 ca rsRE OR
STRENGTH moose DAD
lam_
?� I lSh . FILLED
LOT 3 1 TREITCFI LEVEL)
(,93 2 SF \ I wlcl� r
F.
E2 1`
� N 4)\•. F. F.E: 52D j
•
2?'
50
5F
SAWCUT d, REPAIR
E 4sr.. ASPH. PER
tarry SIDE.
filter fabric
4' pert pipe
11/2 - 3/4" washed rock
REVISIONS:
I. Aocep PERF. Si
2)1';'TV 10/If�'
2. ADDED Om-eur•
STeat ,n 9g
VICINITY MAP
N.T.S.
LEGAL DE.SC.RI P11om
The southwesterly 120 feet of the northeasterly 340 feet ae measured
along the southeasterly line of Tract 13, Fostoria Garden Tracts,
according to the plat thereof recorded in Volume 9 of Plate,
page 95, in King County, Washington.
NOTES
N•w LD" SIDE I. SEWER DISTRICT : VAL• VUE SEW✓=R DIST.
sae/ER. TAP
IE.: 40•52
EO5nN5
8' CANC. iNLEr 6kIST FIRE
HYDRANT
pVC OUTLET
le: M°.-I' w/ RIP RAP
E "ISTTN�
- B "Cex•1e. OOTLE.r
IE: 48.3
1r - - e4nr. - =...I
11 I I
!� ' L.' Ice..:SP TER
SN FIE: 42.5'
.I ENVELOPE /• 1
F IFE
Pac $nia (e'L 1'" w,e)
_I• ` POOP /GURE7{ 1114 47.2
DRAIN r - --
mP) �+
52.0' I (Ant LO
1.091P 'SF LOT'
/NP(C
W TITEL
TOC6
00•0, ■ \
POIf`.NTIAL
Hour.
ENJ LDF-E
(9O'r 441 Tip)
LOT 4
to Let.;?. IQ SF
I I
ID xL' L.ED
P(zK-Fx.
�IRRON c -FL
ig N 4) .
DE7AV.) I L.2.
z
r werr a"
TnLLINF' " "'L
11- - - --1
I
MIN. FFE; 52. ' -- I I
wr4
s.
I
EXISi1NG T
HOU5 DOM• SIDS
I SE EP•
3423 I
Nor 1%
B" Pic oj1LEi-
IE:41•z5'
J _ WnH P•IP RAP
L s 114 4` 5F.
T i,F7I LOT 1 1
_i_:---- REPLACE. Exl5T• 121 I - - --
r.51.vERY•W115-T -A- OF /
. rse.'4 12" FV C FROM /
54,� rl�vv GLS /
REP LACE
E?,ISTINC. 8"
GANG. CULVERT
W111-1 la" ADS -N12
Id PRIVATE.
PRIVA S DRAINAGE_ ENIT. y 1416(1 R•
8i, 54.0 id RAD. 1SP11. (BOTH
- 0 PION SIDe. )
f
2' wEOC; CURB
FLOW LINE
12.0' L'
2 . WATER CTS; rOI Cr : KING CO. W. ID. it' I2.5
3. TRACT A IS A 301NT USE DR NE -WAN TRACT
WITH AN EASEMENT FoR UTILITIES 4 DRAINAGE,
LT SHALL BE SoINTLN OWNED AND
MAINTAINED 13'1 LPTS "2, ~3 AND 5 4..
4. • + 5./NCI-1 NEW HOUSE ( Lois " a , • a AnID " 4) 514
INSTALL A ROOF DOWNSFOUr PERFORATED
DRAINAGE CONNECTION AS SHOWN ON THE
PLAN 4 I]ETAIL. THE L.00AT10•N MAY BE
AD3VSTED TO SUIT THE HOUSE. SITE. PLAN. THIS
'INSTALLATION SHALL BE DONE BY THE HOUSE.
BUILDER
z
z
z
NW
TW
v
W
o-
V coin
V)
c"
5 • NEW
EAG-1
AREA
F1,15nNa L2.
CpNc.. INLET Cfi W 123,
Is.: 48:9 (R�" / N�''
12" GDOC DIALEr (Ex15T ")(RENxn/E
let 44.7' P.15T. 4 NEW 1".112
12' 5. INLEr (E><15t) •
LE: 51.5' (REMO"E-
(3) l SW Z � I47ER ME-TER FoR
I2" cam c. oiTS.Er (vest)
la: 55.0..
WMeA 1 • -.
sic* SEWER Siva
1 I IE'.gq.2
•
AIN.
•
•
•
1. 'ANY DNNOE SNAIL BE aEPAYIID IimESAIflV
UK ITN' TRENCH
P EGIVIO ► f SdDAr
*MEMO MS's* serf & WLC IS U S
ED
NOTE: FLIER FABRIC ME IMS SMALL 6E NSTAYEO
ALONG CNTCA WOW POSSIBLE
2 r COMENIRAtm FLOW ARE &Mir LPrwt O1r TWE FENCES Orr MUST K EPIERCEPlw0
MO COMM 70 A Samna TRAP M POLO.
it a e,Ol ►ANT iD cmcii TIE UPHILL S e Cr nit mice FOP Sans or IRE FENce
aORere ANO ACING AS A IAINEIP ID ROM MO LEN MOM CNA/EQRAIION OF
now, PARALLEL TO IK FENCE F RS OCCURS IEFEACE THE MAX AND/OR
110I0w TIE TEAF'FEO WIBOIC '
SEDIMEIT MUST IE ROAMER MEN NE =MEW IS e rim
I r. RE lLTER FAIer HAS 0E7oIAOIA/EO ORE 10 ULIRANCEr aREANOOW. IT SIIAIL er IRRACED.
L NAME TAE AT FD.Ei WRITERS woman AREAS MO NT [RANGE mimic Mimi mosses
STILE SAX OR EOLIVAUDIr) SNAIL E USED.
SILT FENCE DETAIL
r to SCALE •
40°151 o3" E.
HGH Pr.
. L• 57•IU
lac. W" CLEAN
our. I0-:
Cur IN U.I. WVE
FOR NEw SIDE
SFXJER• REPLACE
"TIRE" WAIL Nr
PIPE CRO=.:.'41NG -
Exi'sr we.
IJt7TE.: HOUSES ON LOTS M 3 •
AI•Lp 5 4 MUST' HONE AN
NPPRL)- E FIRE SPRINIKL.ER
SNsit=M.
CiRAV El OIAN N -WAY
'�- E-ssISr. (" SIDE s0vJ R
1.2%"
(°•')'I" r'bLVE111YLet4E PIPE
Nr SER4ICCE «To
I54'- 8" rte. SDR 85
DRAIN PIPE e9 o.5'( `•�
' 12" A'S-N12 81,08%
MEW CATY.I-I BASIN (551PP_ t)
RIM", 55.4 (GR•E.D
IE: 63.2 (Iz"Sw,emsr)
IE: 53.1 (Iz" NE, NEW)
SAN 50 ERl
10•IS'. IAH. "4-44 5g
RIM: 51o.o BENCHNIAQK
la: 41.2' (D ", IN)
ID.: 47.0(0 ", OU7)
5 I T. 'CO L TIRES" RETAIN• WAIL
APPRac. 41 TAIL
NOTE', Hose. SHALt," BE PLACED WITHIN
5o'X 4c' BUILDING e.NNeLOPE As S1 NN•
NEw HOUSE F-oorppit T SHA1 NOT FXGEED 14c1D SF.
0
NEW CATCH BASIN I (TYPE IL- B-4-
WITH FI.dW RESTRICTOR
RUM: 54.c' (ERATED WO)
lE: 48.0 t54. Ns)(DET.TNJk�
1E-'• 413.0 (B ", E.) (cXJTLEI)
OVERFU)V4 ELF3V.: 51.5'
GRAPHIC SCALE
20 0 10 20 40
HOUSE FOOTPRINT TO E. BUILT ON
NEW LOT SHALL-
OF 1400 So• PR.
NOT E.TC -EEO A TWA_
PRIOR 10 ANY SITE CLEARING OR GRADING,
DELINEATE CLEARING LIMITS SSNSITVE AREA
BUFFERS AND ANY ARFA=. THAT 3HA1.L REMAIN
UNDISTURBED.
STABILIZE UN^- �uRPACED RONIDS,
PARKING ARFAS•
PROVIDE TEMPORARY ALTO PERMANENT CCNER
MEASURES FOR ALL CLEARED GROUND.
FROM MAN I TO 5FRT• 30, INSTALL
TEMPORARY COMER To ALL AREAS WHICH WILL
BE UNWO RKED FOR SENEN DAYS OR MORE,
FROM OCT• I TO APRIL 30, INSTALL TEMP.
COVER TO ALL AREAS WHICH WILL REMAIN
UNWOR0 -ED FOR 5 DAYS OR MORE AND
COYER SLOPES AND 5T'OCI-PI LES, WITH
3H : I v OR STEelER SLOPES AND 10 OF
VERTICAL Rer -I5FI WHICH REMAIN
UNW ORK-En FOR 12 HOURS OR MORE.
9• FROM oar. 1 TO APRIL 30, ANN SITE WITH1
F- .NTRI�.rsCSS PNo
OPEN SOIL5 IS SUBJECT TO WCT SEASON
Re out RE. •-t175 IN THE 19 TS KING C-0UNT'i
SURFACE_ WATER REo.uiREMENTS.
ID. IF T}IE CITY DOTE PAINES THAT S 1TE
CAND111ON5 l'tSE- A HAZ -ARD TO AD3ACE14r
PROPERTi E5 OR MAY A0JeRSEL1 IMPACT
DRAINAGE F4CLITES OR WATER RESOURCES,
THE C.111 SHALL REQUIRE ADPITON AL
I.ASP ZDRES.
80
( IN FEET)
1 Inch = 20 ft.
RECEIVED
MAY 1 9 2000
TUKWILA
NUBLIC WORKS
CO
CO aa",
CO dal 0/
O,
ift
srs
� y
DATE 11/15/99
SCALE: 1" = 20'
DESIGN BY: JJJ
ORWTI. BY: JJJ
APP. BY
JOB No.
SHEET 1
OF 1
I i rll, . -:111
•0 Inc
vm
6
1. 1 0
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I (1111111 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I11111I ti 111: n 1
.,.. rn, r.T._n..
'LEGAL-DESCRIPTION, ."
•
The southwesterly 120 feet .of the northeasterly'
340 'feet .of Tract 13, Fostoria Garden Tracts,
as recorded in Volume 9, of Plats, page 95,
records of•King'County, Washington.
•
concrete
viall
LEGEND
®y Concrete Monument in Case
+ Monument
)(. Tack in Lead or Nail & Disk
-Bronze plug
'O Set rebar w /cap #23604
• Found pipe or rebar
Hydrant
na, Power pole.
(9 . Sewer manhole
wm0 water meter
-SS- Sanitary sewer
12 "PVC'/
Inv,- 51,5
•
43.38" • '
S.44 ;'
".:Rim 58.0
Inv(SE di',NE:NE),47,2;
Basis • of Elevation% '
Oe monunlented .
NOTE:
The location of utNties ow shown serving the subject
property hove been taken fronrpubllc records. Ve•cannot
certify to their accuracy and /or completeness. Before
commencing construction Involving excavation or removal
-. of existing structures, call a •locating service or . .
•: 1- 800 - 424 -5555 for underground utility locations.
4. Field .dota :for. this survey, was obtained by 'direct field
'measurements, Angular and linear relationships were measured
with a. six second theodolite and electronic distance measuring
device, supplemented by a steel tape, "
Contours'as• shown have been. interpolated between spot elevations,
actual ground surface may vary.
•
This survey has been' prepared for the exclusive use .of parties whose
'names • appear hereon only, and does not' extend to any'unamed third
parties without express recertification by the land surveyor.
Hardeep ;Singh
RECEIVED
OCT 041999
COMMUNITY
DEVELOPMENT
m
DESCRIPTION
„Found S.E. corner C,C. Lewis
37.- concrete monufnent'
7/7 /97 ' •
East 1/4 corner
• .Found tack In,lead -
in concrete monument
7/7/97 :.,..
11 •.S8B'33'43 "E Baels of Bearing
• 01nch tine I :,2 7 d .,I 3 6
SI�'--GI ti E 1, .UI' s'yL- c ..S - r~ .r C- -1 --'o
ipnluu1ndlml1mtluBlnnhBlluntninnulnn1nulpli1unlug0ppluu1unlnu1nuhm1BiduuImilnnlnnlaninnldal
• Schroeter Surveying
PROFESSIONAL LAND SURVEYORS' •
P.O. Box 813, Seahurst, Vashington 98062 (206) 2426621 FAX (206)243 -9679
DATE .(FIELO).9 /1/99 •
JOB '# ::.352/21' •
DATE (OFFICE) 9/7/99
PROJECT 0. 99084.
DWG .BY.' „ law'
SCALE 1 - 20'•
HE 1/4; SEC: ±_ .TWP,_23 -_ PG. • .