HomeMy WebLinkAboutSWP272905(1) Return Address:
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South Grady Way 2�01enton 1 N ss
PAGE 001 OFT002BS 9.00 19
Renton,WA 98055 10/22/2001 09:39
KING COUNTY, Wq
BILL OF SALE Property Tax Parcel Number: 162305 '9006-05
Project File#: NEel .Intersection: Edmonds Ave. 50 Edmonds Ave. NE.
Reference Number(s)of Documents assigned or released:Additional reference numbers are on page
Grantor(s): Grantee(s):
1. The quadrant Corporation 1. City of Renton,a Municipal Corporation
2. a Washington Corporation
The Grantor,as named above,for,and in consideration of mutual benefits,hereby grants,bargains,sells and delivers to
erg the Grantee,as named above,the following described personal property:
a WATER SYSTEM: Length Size Type
e> 1825 L.F.of 12 D1 Water Main
3129 L.F.of 8 DI Water Main
cv L.F.of Water Main
Q 9 each of 12 Gate Valves
19 each of 8 Gate Valves
VI each of Fire Hydrant Assemblies
z' SANITARY SEWER SYSTEM: Length Size Type
265 L.F.of 24 PVC Sewer Main
3050 L.F.of 8 PVC Sewer Main
L.F.of Sewer Main
1 each of 60 Diameter Manholes
19 each of 48 Diameter Manholes
each of Diameter Manholes
STORM DRAINAGE SYSTEM: Length Size Tempe
_acts 900 L.F.of 30, 36 HDPE Storm Line
1560 L.F.of 15, 18,24 HDPE Storm Line
4307 L.F.of 8, 12 HDPE Storm Line
55 each of T-1 C,ONC Storm Inlet/Outlet
73 each of 48 CONC Storm Catch Basin
7 each of 62, 72 COW Manhole
STREET IMPROVEMENTS: (Including Curb,Gutter,Sidewalk,Asphalt Pavement)
Curb,Gutter,Sidewalk 8,800 L.F.
Asphalt Pavement: 17,388 SY or L.F.of Width
STREET LIGIITING:
#of Poles—33
By this conveyance,Grantor will warrant and defend the sale hereby made unto the Grantee against all and every person
or persons,whomsoever,lawfully claiming or to claim the same. This conveyance shall bind the heirs,executors,
administrators and assigns forever.
H:\FILE.SYS\FRM\84HNDOUI\BILLSALE.DOC\MAB Page 1
Form 84 000]/bh
IN WITNESS WHEREOF,I have hereunto set my hand and seal the day a d year as written below.
Bye The Quadrant Cornnratinn
.._Peter Orser 7iJ1` i • V(G�
INDIVIDUAL FORM OFACKNOWLEDCMENT
Notary Seal must be within box STATE OF WASHINGTON )SS
COUNTY OF KING )
I certify that I know or have satisfactory evidence that
signed this instrument and
acknowledged it to be his/her/their free and voluntary act for the uses and purposes
mentioned in the instrument
Notary Public in and for the State of Washington
Notary(Print)
My appointment expires:
Dated:
REPRESENTATIVE FORM OFACKNOWLEDCMENT
Notary Seal must be within box STATE OF WASHINGTON )SS
COUNTY OF KING )
I certify that I know or have satisfactory evidence that
signed this instrument,on oath
stated that he/sheithey wastwere authorized to execute the instrument and
cm acknowledged it as the and
0
0 of to be the free and voluntary act of such
cv party/parties for the uses and purposes mentioned in the instrument.
c1.s
C= '
�- Notary Public in and for the State of Washington
r
Notary(Print)
o My appointment expires:
c� Dated:
CORPORATE FORM OF ACSNOWLEDCMENT
Notary Seal must be within box STATE OF WASHINGTON )SS
COUNTY OF KING )
On this 7th day of September , 2001 before me personally appeared
M. MA %%t Peter Orser to me known to
RxPrtv
!PJ � I be nie VirP PrPgiclont of the corporation that
V •�551ON• '•. It executed the within instrument,and acknowledge the said instrument to be the free
O" NoTAR r'� �� and voluntary act and deed of said corporation,for the uses and purposes therein
I U i mentioned,and each on oath stated tha hgshe was authorized to execute said
PUBLIC instrument and that the seal affixed is the corporate seal of said corporation.
15
t��\4fiyy" r' Notary Public in and for the State of Washington
Notary(Print) La Lc4a' 114• /1 A-6;0"
My appointment expires: /Z-/ - 0
Dated: T/0
Page 2
SFNT BY: LAW OFFICES; 253 272 9876 4;SEP-6-01 9:53AM; PAGE 4/4
PROJECT CLOSING L4 Fwnal Cost Data
FINAL COST DATA AND D VWMRY and lavxutorr
SUBJECT: LIBERTY RIDGE CT17Y PROJECT NUMBERS: WIR _ -
WwP-
PHASE 1 Swp-
Name of ptgcd TRO"
TED-
TO, City'ofRenton PROM: GARY MERLINO CONSTRUCTION CO, INC.
Plan Review S&don 9125 loth AVE. S.
P1arudng1Bail11n&Pubiic Works SEATILE,. WA 98108
200 Mill Avenue South
Redon4WA9W55 DAT& _ gFPTFN'RFR 6, 2nn1
Per the request of the City of•Renton,the following inforination iS furnished cOncetning final costs for irnprovetncnts
installed for the above r+efe anted project.
.v.rnu�Y4tT�M CONS7Ri)GTIUN CUM:
st ° TYPO
1825 LF.of 12 n I WATERMAIN
3129 LF.of 8 DI WATERMAIN
L.F.of — WATERMAIN
LE of WATERMAIN
_9 SACK of 1 n 1 _ GAIM VALVES
15 EACH of b _ ' D 1 GATE VALVES
EACH of t3A48 VALVES
T13 EACH of F=WMRANF ASSEWLIES S 37,050
-
(Cod orpim Hydrants mast be listed scpmi&ly) $ 2 4 5;3 6 0 -
(1w,j, a Engineering and Sales Tax if applicable- �
TOTALCOSTMRWATBKSYSM4 Szbz,. JouLwgth -
Sine Typc Its Site Type
2 _ LF.of 24 PVC SEWERMAIN 9U0 L.F.of 30, 36• PVC STO MLM
3050 LF.of 8 PVC SSWBRMAM ._.30 LF.of 15,18,24 PVC STORM LINE
L.P.of S5WER MALN - 4 3 0_7 LF of 8, 12" PVC STORM-LINE
1 . BA of 60 [A�MANHOLES 55 BA of T -1 ' C 0 N C STORM R1T AQUA
_ 19 BA of 48 - , DlA 93M MAMiarBS _�2 3 SA of 48 1 ' CON C ARM CATC*WS)
(bawi sod silks Taut _L SA of h n. 7 2" CON C STORM CATaU A"
if appuc w) S 310. 8 5 8 tines anowabc`w sales TAX
TOTAL COST FOR SANITARY MMER, SYSTEM s '1 1 n, 898. �
lf.ppr�c.bik) _I ALL
4 3.
=AL OOST FOR.STORM DRAMUE SYSTEM
S'ERBAT IMPROVEMEN S: (loc mft Curb.Gutter.Sidewalk.,Asphalt pavettxat and Stated L9ghting)
8,800 LF CURB & GUTTER, 4,500 Sy SIDEWALK
$ 987, 775
17, 388 STREETS
SIONAL17ATTON: goduding Eag.Design Costs.City Permit Pees,,WA St Saks Tao
NONE
STREET UGHTTNG: (Including Eng..D Agn Costs,City Pavait Foes.WA St Salts Tax) $ 177, 881 -
33 LIGHT POLES
TED J. NOBLE P.E. (206) 76 ,�9 2
r #
Print signatory name /� �y
(SIGNATURP
/
(Si��'mast be authorized agent
r«,�cosivATznoc�t�
or owner of subject development)
1B RTY RIDGE
Renton, Washington
Storm Drainage Report
Prepared by:
Scott R. Borgeson, P.E.
James A. Morin, P.E.
Reviewed by:
William J. Goggin, P.E.
G
TRIAD ASSOCIATES
January 18 2001 TRIAD JOB # 00 - 022
CITY OF RENTON
PLANNING/BUILDING/PUBLIC WORKS
MEMORANDUM
DATE: November 1,2000
TO: Kayren Kittrick
FROM: Allen Quynn
SUBJECT: Storm Drainage eview for Liberty Ridge
I have the following comments regarding the Liberty Ridge Preliminary Storm Drainage Report:
• There is insufficient water quality (WQ) storage volume in Ponds B and C. Special
Requirement#5 in the 1990 King County Drainage Manual requires a normal sized wetpond
or wetvault for any project that creates more than one acre of impervious surface area subject
to vehicular use and discharges to a type 1 or 2 stream. This is in addition to the bioswale
required under Core Requirement#3. In the lieu of constructing a bioswale and wetpond,the
City has given applicants the option of constructing an over sized wetpond or vault. The
design volume and area shall be 1.5 times that required for a normal wetpond/vault.
The WQ design calculations for both ponds were incorrectly calculated using the normal
wetpond design criteria. As the project triggers Special Requirement# 5,the WQ portions of
Pond C and B require a storage volume equal to 1.5 times their current design.
The existing three cell WQ pond portion of Pond C will need to be increased from a
constructed volume of 46,911 CF to 56,560 CF or 1.5 times the calculated WQ volume of
37,733.
Similarly, the existing three cell WQ portion of Pond A will need to be increased from a
construction volume of 48,940 CF to 60,119 CF or 1.5 times the calculated WQ volume of
40,079 CF.
• Applicant must submit plan and profile drawings of all proposed storm drain systems
including the existing ponds. The revised drainage report must show conveyance sizing
calculations.
• Applicant must verify that seasonal ground water is a minimum of one foot below bottom of
infiltration ponds.
• The infiltration analysis uses a dissipation rate of 4.0 in/hr. for Pond A. This includes the
factor of safety recommended in the KCSWDM of 2.0. However, the geotechnical report
prepared by GeoEngineers, dated October 24, 1994, calculated a dissipation rate of 2 to 2.5
inches per hour. Even with the use of a gravel blanket to increase the percolation rate to 4
in./hr., a factor of safety of 2.0 would reduce this to 2 inches per hour. Please explain the
difference in dissipation rates.
If you have any questions,please call me at ext. 7247.
cc: Ron Straka
H:\DIVISION.S\LMLITIE.S\DOCS\2000-506.doc\a
Date: January 19, 2001
To: Kayren Kittrick
City of Renton TRIAD ASSOCIATES
1055 S. Grady Way Land Development Consultants
6th Floor
Renton,WA 98055
Job No: 00-022
Project: Liberty Ridge- Phase 1
Enclosed are: These have been sent:
® Prints ❑For Your Use
❑ Copies ®For Your Review/Approval
❑Reproducibles ❑For Your Signature i Return
®Reports ❑At Your Request
❑Documents ❑For Your Records
❑Specifications ❑For Your Information
❑ Other ❑ Other
733 1/19/01 Road, Storm Drainage and Utility Plans, Phase 1, 53 sheets
1/18/01 Conceptual Open Space Plan, Phase 1, 2 sheets
2 1/18/01 Storm Drainage Report, 3-ring notebook
Remarks:
Kayren,
These Phase 1 Road,Storm Drainage and Utility Plans and the Storm Drainage Report are submitted for approval
as soon as your review process will allow. Per our discussion with Dave Halinen this morning, the permit
submittal fee/receipt will be provided separately by the Applicant when the Phase 1 Grading and ESC Plans are
re-submitted next week. We will be re-submitting the Phase 1 Grading and ESC Plans next week for final
approval in response to the comments received from Arneta Henniger by her letter dated 113101. Please do not
hesitate to call if you have any questions.
Sent By: Mope
Copies To: Don Merlino, Stoneway
Don Hill Dave Halinen, Halinen Law
Project Manager Rob Purser, Quadrant
11814 115th Avenue NE•Kirkland•Washington•98034-6923.425.821.8448.800.488.0756•Fax 425.821.3481 •www.triadassoc.com
OD-Ozz-
CITY OF RENTON `
PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT
PUBLIC WORKS CONSTRUCTION PERMIT APPLICATION
❑ New Building ❑ Addition to Existing ❑ Tenant Improvement
Project Address: Southeast of intersection of NE '3rd Street and Edmonds Avenue SE
\York Description: Roads and utilities for Phase I of the Plat of Liberty Ridge (LUA-00-123)
1119 county Tax Assessor Number: 162305-9006, 9007, 9061, 9010, 9027, 9131
Legal Description: Lot A of City of Renton LUA-00-121-LLA
Square Footage of Entire site 26.8 acres (Phase I) Impervious Area 12.7 acres (Phase I)
Property Owner: Liberty Ridge LLC
Address: 9125 loth Ave S
City/State/Zip: Seattle, MIA 98108 Phone/Fax: 206-762-9125 office
".applicant: Gary Merlino Construction Company 206-763-4178 fax
.-Address: 9125 loth Ave S
City/State/Zip: Renton, WA 98108 Phone/Fax: 206-762-9125 office
When applying for redevelopment, credit 206-763-4178 fax
Water meter size: n/a
Account No: n/a
Information provided by Utility Billing(425)235-2520 .
This application does not constitute a permit to work.
Work is not to commence until a construction permit is issued.
The Applicant
I certify that the information on this application is accurate to the best of my knowledge and -I—will be
responsible for any additional fees resulting from a different valuation.
Print Name
N:\F!L i:.S YS\FRM198B LDGCS\0030.DOC
Revisionbatc: June 11, 1997
s
_
V. deotechnica'I Summary of
1 _
r - Consfructloh•Monitoring at-the
,Si/#e,of the Proposed "Liberty
- ' Ridge" Subdivision
(former"cedar Gre$t"Site .
- Renton;Washington _
\ Jr
! - Julyl1,20QO
\ �
For , - .•.
\ !
Liberty Rid
Igo
'.t I ,
i
/ G ea o f mg i n e e s { File No. 0389-004-00
Geo NFEngineers
July 11, 2000
Consulting Engineers
and Geoscientists
Liberty Ridge L.L.C. Offices in Washington,
c/o Stoneway Concrete
1915 Maple Valley Highway Oregon,and Alaska
Renton,Washington 98055
Attention: Mr.Don Merlino,Manager
Geotechnical Summary of Drainage System
Construction Monitoring at the Site of the
Proposed"Liberty Ridge"Subdivision
(Former"Cedar Crest"Site)
Renton,Washington
File No: 0389-008-00
y
INTRODUCTION
This report summarizes the results of our site observations during La Pianta Limited
Partnership's construction of a drainage system at the above-referenced site between about the
first of April through August of 1997. The site, which was formerly a gravel pit, was at that time
planned for development of what was then called the "Cedar Crest Manufactured Home
Community". We understand that the site is now intended for development of a single-family
residential subdivision that you are calling "Liberty Ridge". The site is located in Renton,
Washington north of the Maple Valley Highway (State Route 169), south of NE 3rd/NE4th Street
and east of Edmonds Avenue.
Explanation of Our Involvement
Our involvement during the above-mentioned period of 1997 was to monitor construction of
the on-site drainage systems and review compaction testing done by Construction Testing
Laboratories, Inc. of Tacoma. The drainage system construction was materially finished in June
of 1997 with earthwork and minor drainage continuing through the summer.
Summary of the Drainage System Elements
The drainage system constructed in 1997 includes these two major elements: (1)
Retention/Infiltration ponds A, B, and C along with associated wet ponds, and (2) a gravel
infiltration blanket extending from Pond A northward to an area that has a gravel subsurface(this
GeoEngineers,Inc.
1101 Fawcett Ave.,Suite 200
Tacoma,WA 98402
Telephone(253)3834940
Fax(253)3834923
www.geoengineers.com
Liberty Ridge L.L.C.
July 11,2000
Page 2
area is where much of the site's pre-development runoff infiltrates). A temporary pond
(sometimes called Pond D) was also constructed. The location of the infiltration blanket is
depicted on Exhibit A, attached, prepared by Triad Associates and entitled "Infiltration Blanket
Location, Liberty Ridge", dated 4/11/00. The general locations of Ponds A, B, C, and D are
depicted on Exhibit B, attached,prepared by Triad Associates.
DISCUSSION OF THE DRAINAGE SYSTEM ELEMENTS
Ponds B and C were initially excavated to provide temporary detention and sedimentation but
were intentionally not completed to final grade during 1997. The plan was to complete these
ponds after the development's streets were paved and yard areas were seeded to control erosion.
When these ponds are eventually excavated to final grade, any sediment in the ponds should be
removed and the infiltration characteristics of the ponds thereby restored. These ponds are
intended to function as infiltration ponds for the development. It should be noted that sediment
will reduce the rate of percolation. As a consequence, maintenance of these ponds will be needed
in order to maintain design percolation rates.
During gravel mining operations a permeable zone of gravel was encountered north of
Pond A. This material is a sandy gravel. This gravel zone is where much of the previous runoff
from the site naturally infiltrated. To take advantage of this gravel zone, a connecting gravel
infiltration blanket has been constructed from the north edge of Pond A approximately 750 feet
north to connect it to the gravel zone.
The gravel infiltration blanket is 4 feet thick and is constructed with washed and processed
pea gravel. It was covered with geotextile fabric and then site fill was placed over the fabric.
Invert elevations at both the north and south ends are 228.0 feet. The invert in the center is at
elevation 227.5 feet. To date, the gravel infiltration blanket has not been constructed under Pond
A, but such construction is contemplated as part of the completion of the development. The
blanket currently ends at the north edge of Pond A and is protected by a filter berm of washed
concrete sand.
The top of the infiltration blanket is at approximately elevation 232 feet. We understand that
when grading is completed the ground surface over the blanket will range between approximately
elevation 246 feet and 256 feet, providing at least 14 feet of fill over it. The infiltration blanket
will be under streets and private lots and will have houses constructed over it. The blanket is
conservatively designed and penetrations will not compromise its function. Utility lines could be
placed within or under it. However, it is important that the geotextile between the pea gravel and
overlying fill, as well as the continuity of the pea gravel, be maintained. Therefore, special
review of designs that penetrate into the blanket should be required.
It will be necessary to extend the infiltration blanket under infiltration Pond A in order to
permit large flow of water into the blanket. As Pond A and the blanket are presently constructed,
the area of flow into the blanket is limited to the end area of the blanket that intersects with Pond
A. After the blanket is extended under Pond A (at the same thickness as the existing portion of
G e o E n g i n e e r s File No. 0389-008-00-3130
Liberty Ridge L.L.C.
July 11, 2000
Page 3
the blanket), the new portion of the blanket should be covered with nonwoven geotextile and a
minimum of 18 inches of washed concrete sand or similar material. Note that the infiltration rate
from Pond A is limited by the percolation rate through the material over the geotextile. For
washed concrete sand, a design rate of 8 inches per hour is recommended over the base area of
the pond.
We have also reviewed the design percolation rate for Ponds B and C. Providing that they
are cleaned out down to native soil, the previously recommended rates of 4 inches per hour are
recommended for design.
Based on our observations and review, fill material was placed and compacted to more than
the 90 percent of the maximum determined in accordance with ASTM D-1557 test procedures.
Copies of the compaction tests along with our field reports are attached.
4 ¢►
We trust that the foregoing meets your present needs. Should you have any questions or need
additional information,please call.
Very truly yours,
GeoEngineers, Inc.
Q v Gary W.7enderson
Principal
GVM:vc
Document ID: 0389008Summdoc
Attachments
• Exhibit A, Plan View of Infiltration Blanket
Exhibit B,Map of the general locations of Ponds A,B,C, and D
• Construction Testing Laboratories Field Reports
• GeoEngineers Field Notes
G e o E n g i n e e r s File No. 0389-008-00-3130
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EXHIBIT A 71v I
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LIBERTY RIDGE
CITY OF RENTON, WASHINGTON
" EXHIBIT E ,
IIhAP OF THE GENERAL LOCATIONS OF PONDS A, r O, AN
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