HomeMy WebLinkAboutTED4003222.1LEGAL DESCRIPTIONS;
LIBERTY GROVE:
LOT 7, BLOCK 1, AND THAT PORTION OF LOT 6, BLOCK 1 LYING
SOUTHERLY OF A LINE BEGINNING ON THE EAST LINE OF SAID
LOT 6, AT A POINT 12.3 FEET NORTH OF THE SOUTHEAST
CORNER THEREOF;
THENCE WESTERLY TO A POINT ON THE WEST LINE OF SAID
LOT 6 WHICH POINT IS 4.8 FEET NORTH OF THE SOUTHWEST
CORNER THEREOF AND THE TERMINUS OF SAID LiNE AS SAID
LINE WAS ESTABLISHED BY JUDGMENT ENTERED JANUARY 29,
1969 iN KING COUNTY SUPERIOR COURT CASE No. 691199, ALL
IN JANNETT'S RENTON BOULEVARD TRACTS, ACCORDING TO THE
PLAT THEREOF, RECORDED IN VOLUME 17 OF PLATS, PAGE 60,
RECORDS OF KING COUNTY, WASHINGTON;
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
LIBERTY GROVE CONTIGUOUS:
TRACTS 1 ,%ND 2, BLOCK 3, CEDAR PARK FIVE ACRE TRACTS,
ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 15
OF PLATS, PAGE 91, RECORDS OF KING COUNTY, WASHINGTON;
EXCEPT THE NORTH 100 FEET OF THE WEST 270 FEET OF SAID
TRACT 1;
AND LxCEPT THE SOUTH 29 FEET OF THE NORTHERLY 129
FEET OF EASTERLY 70 FEET OF THE WEST 270 FEET OF SAID
TRACT 1 AS PER KING COUNTY ENGINEER SUBDIVISION No.
6846, RECORDED UNDER RECORDING No. 9410250673;
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
SITE ADDRESS & PARCEL NO.
LIBERTY GROVE
13535 160TH AVE. S.E.
RENTON, WA. 98056
PARCEL # j664500140
LIBERTY GROVE CONTIGUOUS
13612 160TH AVE. S.E.
RENTON, WA 90959
PARCEL # 1457500085
13644 160TH AVE. S.E.
RENTON, WA 98059
PARCEL # 1457500090
VERTICAL DATUM
CITY OF RENTON--NA°,; 1 1988
BENCH MARK: BROKEN PRASS SURFACE
DISC ON CONIC ST. SURFACE, FLUSH.
CITY OF RENTON BENCH No. 2103.
LOCATLL, T THE CONSTRUCTED
INTERSECTION OF SE 128th ST. AND
156tY AVE. SE. ELEVATION: 547.94
TABLE OF CONTENTS
SHEET No.
TITLE
1
of 19
COVER SHEET
2
of 19
DECISION
3
of 19
EXISTNG CONDITIONS
4
of 19
HORIZONTAL SITE PLAN
5
of 19
STREET AND STORM DRAINAGE PLAN I
6
of 19
STREET AND STORM DRAINAGE PLAN Ii
7
of 19
OFFSITE STORM DRAINAGE PLAN
8
of 19
160TH AVE S.E. STREET AND STORM DRAINAGE PROFILE
9
of 19
160TH AVE. S.E. OFF -SITE -PROFILE
10
of 19
S.E. 135TH PL. STREET AND STORM DRAINAGE PROFILE
11
of 19
S.E. 160TH ST. STREET & STORM PROFILE
12
of 19
162ND PL. S.E. AND S.E.137TH ST. STREET AND STORM PROFILES
13
of 19
DETENTION POND DETAILS
14
of 19
DETAILS AND NOTES I
15
of 19
DETAILS AND NOTES 11
16
of 19
LIBERTY GROVE GRADING AND T.E.S.C. PLAN
17
of 19
LIBERTY GROVE CONTIGUOUS GRADING AND T.E.S.C. PLAN
18
of 19
T.E.S.C. DETAILS & NOTES
19
of 19
STREET TREE PLAN
1
of 1
LIBERTY GROVE REC PLAN (SUBMITTED SEPARATELY)
1
of 1
LIBERTY GROVE CONTIGUOUS REC PLAN (SUBMITTED SEPARATELY)
SCHOOL ACCESS NOTE:
A SCHOOL ACCEIIS ROUTE AS REQUIRED BY PLAT CONDITION
22 SHALL BE REVIEWED, APPROVED AND BONDED PRIOR TO
RECORDING. SEE AND REFER TO PROPOSED SCHOOL
WALKWAY PLAN IDF EVENDELL L01P0016.
MITIGATION FOR HIGH ACCIDENT LOCATION NOTE:
COMPLIANCE WITH CONDITION 20 OF BOTH LIBERTY GROVE
AND LIBERTY GROVE CONTIGUOUS SHALL BE ACCOMPLISHED
BY COMPLETING 'THE RLMMAINDER OF THE IMPROVEMENTS TO
SOUTHEAST 136TH STREET, BETWEEN 158TH AVENUE SE AND
160TH AVENUE SE, AND BY REVISING THE CHANNELIZATiON
AT THE INTERSEC"'MON OF 156TH AVENUE SE/SE 136TH
STREET TO PROVIDE A SOUTHBOUND LEFT TURN LANE, BOTH
IMPROVEMENTS SHALL BE COMPLETED AS PART OF THE
EVENDELL PLAT IL01P0016), AND ARE SHOWN ON THE
APPROVED EVENDELL PLAT PLANS. IF THE PROPOSED
IMPROVEMENTS OANNO"i BE COMPLETED BY THE EVENDELL
PLAT, THEN LIBERTY GROVE/LIBERTY GROVE CONTIGUOUS
SHALL COMPLETE THE ABOVE MENTIONED IMPROVEMENTS PER
THE APPROVED E�VENDELL PLAT PLANS.
AS -BUILT SET ` Q`
� IRES .l,�f JAR
UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES.
ACTUAL LOCATION MAY VARY.
I CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS -BUILT
COMMENTS `REFLECTING MATERIALS ACTUALLLY USED DURING
CONSTRUCTEO , ACCURATELY REFLECTS EXISTIi`IG FIELD CONDITIONS AS
DETERMINED E R NDER MY DIRECT SUPERVISION ON THIS
DATE:
R 322201
KING COUNTY D.D.E.S.
Review Engineer
Senior Engineer
JAMES H. SANDERS, P.E.
DEVELOPMENT ENGINEER
Comments:
Completion Date
Completion Date
Approval Date
Vicinity Map
Soils Map
Agf3
N.T.S.
RENTON
FiSH AND
CAME CLUB
REC AREA i 24 �y �y
Scale 1 "= 2000'
12R
ACC
Notice Required
Contractors shall notify operators who maintain underground utility lines in
the area of proposed excavation or blasting at least two business days, but
not more than ten working days prior to commencement of excavation or
demolition in accordance with RCW Title 19. Names and telephone numbers
of the operators of underground utility lines in this project appear below.
These numbers shall also be used to serve in on emergency conditions as
required.
Phone
CITY OF RENTON 425-430-7200
Sanitary Sewer
KING COUNTY WATER DISTRICT No. 90 425-255--9600
Water District
PUGET SOUND ENERGY 425-455-5120
Gas Company
PUGET SOUND ENERGY 425-455-5120
Power Company
Call Before You Dig DIAL —A —DIG 1-800-424-5555
Notes
1. The Developer is required to notify the Land Use Services Division,
Land Use Inspection Section (206) 296-6642, three days prior to the beginning
of construction for a preconstruction conference and specifically request
inspection before beginning:
A. Installing siltation and erosion control measures
B. Clearing and grubbing
C. Earthwork
D. Installation of any underground utility
E. Before placing subbase, base or paving surfaces
F. installation of any forms or placing any concrete
2. A permit must be obtained from the office of the Resident Engineer,
Washington State Deportment of Transportation, before any construction
is started on any existing state route.
3. A Hydraulic Project Approval (HPA) Permit must be obtained from the
Washington State Department of Fisheries prior to any work when required.
Bonding information
Restoration Bond Amount
Performance Bond Amount
Site Plan Approval
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Approval of these plans is for construction of road and drainage
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improvements, site drainage & grading and temporary erosion
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control in King County
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unincorporated only. These plans do not
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authorize any other utility approval or improvements proposed
in any State right of way.
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Site plan approval is void if the commercial building permit has
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not been obtained or renewed within two years of approval.
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Subdivision plan approval is void if the final plat is not recorded
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prior to the preliminary plat approval expiration.=o
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PRO RATA SHARE ASSESSMENT ANALYSIS
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(County Use Only)
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Section Township Range Tax Parcel Number
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1 4 2 3 0 5 13I6I61415101 10{1(411I
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1 4 5 7 5 0 0 0 8 5
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1 4 5 7 5 0 0 0 9 0
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Site Location is within the _ drainage sheds)
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Pro Rota Share Assessment(s) are: ❑ Required [] Not Required
from the site due to development for increased storm water runoff.
Peak Runoff Assessment Rate($ ) per c.f.s. increases.(10 year, 2 hour storm)
Peak Volume Assessment Rate($ ) per Ac. Ft. increases.(2 year, 2 hour storm)
AGREEMENTS, PLAN REFERENCES, PERMITS ETC.
Date
Preliminary Plat Approval 2/23/04 &2/27/04
Ordinance # 14901, 14902 Expiration Date:
Preliminary Map Approval
Other Construction Permits Received
Right -of -Way Use Permit
Grading
Building/Structural
Other
Date
Errzergren,cy
911
Police—!= ire —Rescue
RECOMMENDED FOR APPROVAL
Engineer Plan Reviewer
Engineer Supervisor
Traffic & Planning Engineer
King County Conservation District
Structural Review Engineer
Other
APPROVED FOR CONSTRUCTION
DEPARTMENT OF DEVELOPMENT & ENVIRONMENTAL SERVICES
King County, Washington
Date
Signature
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LAKERIDGE
DEVELOPMENT
(425) 228-9750
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Name
Phone
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P.O. BOX 146,
RENTON, WA 98057
❑ ®❑
Address and
Zip Code
® A Corporation
❑ A Partnership
0 An Individual
LAKERIDGE
DEVELOPMENT
(425) 228-9750
Name
Phone
0 0
P.O. BOX 146,
RENTON, WA 98057
00 Address and Zip Code
® A Corporation
❑ A Partnership
0 An Individual
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DALE Y—MORROW—POBLETE,
INC.(253) 333-2200
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Name
Phone
(D � L
C�tnOW
726 AUBURN WAY NORTH, AUBURN,
WA 98002
®
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Address and Zip Code
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EXPIRES 9 JAN 2008
STAMP NOT VAUD UNLESS SIGNED do DATED
Sheet 1 of 19
DATE: 04/27/05
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1 REV. NO. I DATE
DESCRIPTION
APPROVED
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