HomeMy WebLinkAboutTED4003193.12S.E..1/4 SEC.14f TWR 23 N., RGE 5 E f W.M.
K/NG COUNTY,
LEGAL DESCRIPTION
PARCEL A
THE EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 23
NORTH, RANGE 5 EAST, W.M., iN KING COUNTY, WASHINGTON;
EXCEPT THA T PORTION OF SAID EAST HALF OF THE NOR THWFST QUARTER OF THE SOUTHEAST QUARTER OF
SAID SEC7701V 14 DESCRIBED AS FOLLOWS -
BEGINNING AS THE SOUTHEAST CORNER OF SAID EAST HALF OF THE NORTHWEST QUARTER OF THE
SOUTHEAST QUARTER AS THE TRUE POINT OF BEGINNING;
THENCE N0025210E 52399 FEET ALONG THE EAST LINE OF SAID EAST HALF OF THE NORTHWEST QUARTER
OF THE SOUTHEAST QUARTER, -
THENCE N88V7'58"W 65361 FEET TO THE WEST LINE OF SAID EAST HALF OF THE NORTHWEST QUARTER OF
THE SOUTHEAST QUARTER, -
THENCE SOO27'05"W 525.82 FEET TO THE SOUTH LINE OF SAID EAST HALF OF THE NORTHWEST QUARTER OF
THE SOUTHEAST QUARTER,
THENCE S8877'35"E 653.84 FEET ALONG THE SOUTH LINE OF SAID EAST HALF OF THE NORTHWEST QUARTER
OF THE SOUTHEAST QUARTER TO THE TRUE POINT OF BEGINNING; AND EXCEPT COUNTY ROADS.
PARCEL B.
THE NORTH HALF OF THE NORTH HALF OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE
SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY,
WASHING TON;
EXCEPT THE WEST 30 FEET CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEED RECORDED UNDER
RECORDING NO. 109424J.
TOGETHER WITH A NON-EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND UTILITIES OVER, UNDER AND
ACROSS THE NORTH 15 FEET OF THE WEST 187 FEET (AS MEASURED FOR THE EASTERL Y MARGIN OF THE
COUNTY ROAD RIGHT OF WA Y) OF LOT 2 OF SNORT PLA T NO. 878133 RECORDED UNDER RECORDING NO.
8002250639, IN KING COUNTY, WASHINGTON.
SHEET INDEX
C 1.01 TITLE SHEET
C I.02 CONTINUED CONDITIONS & ROAD SECTIONS
C2.01 EROSION CONTROL PLAN
C2.31 EROSION CONTROL DETAILS AND NOTES
C3.01 GRADING AND ROAD PLAN
C3.31 SITE DETAILS AND NOTES
C3. 32 SITE DETAILS, CHANNELIZA TION & ILLUMINATION PLAN
C3.33 SITE DETAILS, CHANNELIZATION & ILLUMINATION PLAN
C4.01 ROAD AND STORM DRAINAGE PLAN
C4.21 ROAD AND STORM DRAINAGE PROFILES
C4.22 ROAD AND STORM DRAINAGE PROFILES
C4.31 POND DETAILS
C4.32 WET VAULT DETAILS
C4.33 STORM DRAINAGE NOTES AND MISCELLANEOUS DETAILS
C7.01 RECREA TIONAL PARK PLAN
C7.02 STREET TREE PLANTING PLAN
C7.03 WETLAND MITIGATION PLAN
C7.04 SCHOOL WALKWAY ROUTE PLAN "r0 BE REVIEWED' BY L04RWO46"
HEARING EXAMINER'S CONDITIONS
1. Compliance with all platting provisions of Rt/e 19 of the King County Code.
2. All persons having on ownership interest in the subject property shall sign on the face of the final plot a dedication which includes the
language set forth in King County Council Motion No. 5952.
J. a. The plot shall comply with the maximum density (and minimum density) requirements of the R-4 zone classification. All lots shall meet
the minimum dimensional requirements of the
R-6 zone classification or shall be as shown on the face of the approved preliminary plot, whichever Is larger, except that minor
revisions to the plat which do not result in substantial changes may be approved at the discretion of the Department of Development
and Environmental Services.
b. The Applicant shall provide transfer of density credit documentation to DOES prior to final approval to allow transfer of a maximum of 20
density credits to achieve a maximum of 70 lots on the subject property.
4. All construction and upgrading of public and private roads shall be done in accordance with the King County Rood Standards established
and adopted by Ordinance No. 11187, as amended (1993 KCRS) subject to any variances that may be approved by the King County Road
Engineer.
5. A Boundary Line Adjustment (BLA) shall be completed prior to final plat approval to except from the plot thct portion of the 200
(approximate) feet on the for west that is not part of the proposed plot. Documentation demonstrating the resolution of boundary issues
with the property to the south (Nichols Place) also shall be provided to DOES.
6. The Applicant must obtain the approval from the King County Fire Protection Engineer for the adequacy of the Are hydrant, water main,
and Are flow standards of Chapter 17.08 of the King County Code.
,Joint Use Development Tract H as shown on the plat will provide access to Lots 28 and 29. Additionolly, it is a future emergency vehicle
access tract to and from 160th Avenue SE, which the Applicant proposes to create in response to concerns raised by the City of Renton.
The Applicant shall include proposed protocols for the construction and maintenance of Tract H, plus any related plat notes, with its
engineering plans submittal, meeting the following standards. -
The emergency vehicle access to 160th Ave-nue SE shall have a minimum driving surface width of 20 feet, with an all-weather surface
capable of supporting 25 tons. Any locking device shall be approved by the Renton Fire Department (K'CFD # 25). Chains, cable or
bollards will not be permitted. The gate shall be located of least 50 feet from 160th A venue SE to allow space for fire apparatus to stop
while opening the gate or to wait before entering the public roadway. If these conditions are not met any future residence constructed on
Lots 28 and 29 will have to be sprink/ered NFPA 13D. These requirements concerning adequate Are and emergency access may be
modified in a manner approved by the King County Fire Protection Engineer and King County Fire District no. 25.
7. Final plot approval shall require full compliance with the drainage provisions set forth in King County Code 9.04. Compliance may result in
reducing the number and/or location of lots as shown on the preliminary approved plat. Preliminary review has identified the following
conditions of approval which represent portions of the drainage requirements. All other applicable requirements in KCC 9.04 and the
Surface Water Design Manual (SHOM) must also be satisfied during engineering and final review.
a Drainage plans and analysis shall comply with the 1998 King County Surfoce Water Design Manual and applicable updates adopted by King
County. DDES approval of the drainage and roadway plans is required prior to any construction.
b. Current standard plan notes and ESC notes, as established by DDES Engineering Review, shall be shown on the engineering plans.
c. The following note shall be shown on the final recorded plat. -
'All building downspouts, footing drains, and drains from a// impervious surfaces such as patios and driveways sha/i be connected to
the permanent storm drain outlet as shown on the approved construction drawings ,/• on file with DDES and/or the King
County Department of Transportation. This plan shall be submitted with the application of any bui/ding permit. All connections of the
drains must be constructed and approved prior to the final building inspection approval. For those lots that are designated for individual
lot infiltration systems, the systems shall be constructed at the time of the building permit and shall comply with plans on file. '
d. The stormwater detention design shall comply with the Level 2 or Level 3 Flow Control requirements, as applicable, per the 1998 King
County Surface Water Design Manual (KCSWDM). (See SERA conditions in condition no. 19.)
e. The storm water control facility shall be located in a separate tract and dedicated to King County unless portions of the drainage tract
ore used for required recreation space in accordance with KCC 21A.14.180.
8. Drainage adjustment L02VO024 is approved for this project. All conditions of approval for this adjustment shall be met upon submittal of
the engineering plans.
9. A drainage easement for the conveyance from the Tract N drainage facility to 156th Ave SE shall be provided upon engineering plan
submittal.
10. The following rood improvements are required to be constructed according to the 1993 King County Road Standards (KCRS).-
a. The internal access road from SE 136th Street to the beginning of the internal loop rood shall be improved to the urban subcollector
standard, except that portion on the west side between Lot 11 and Lot 12 is not required to be improved with a sidewalk.
b. The internal loop road shall be improved to the urban subaccess road standard with sidewalks on the outside frontage of the loop road.
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HEARING EXAMINER'S CONDITIONS (CONTINUED
c. SE 136th Street (frontage and offsite) shall be dedicated, designed and improved in general conformance with the Preliminary Rood
Improvement Plan received 312612002 with the Plot of Evendell.-
The frontage from 158th Ave NE to 160th Ave NE shall be improved to the urban one-half street standard. Eighteen feet of additional
right -of way shall be dedicated for this improve9ment.
SE 136th Street frontage from the west side of J.U.D. T. :4' boundary to 158th Ave NE shall be improved to the urban neighborhood
collector standard,- EXCEPT that no sidewalk construction is required on the north side. Twenty feet of additional right-of-woy shall be
dedicated for this improvement.
SE 136th Street from 156th Ave SE to ✓.U.D. T. :4' shall be improved to the urban neighborhood co/lector standard; EXCEPT that no sidewalk
construction is required on the north side. Twenty-six feet of additional right-of-way shall be provided for this improvement. An additional
25-foot right-of-way radius is required at the southeast corner of 156th Ave SE and SE 136th Street Striping for a second westbound lane
shall be provided within the 150-foot widened section approaching 156th Avenue SE, in a manner to be worked out at the time of submission
of engineering plans.
d. 160th Ave SE FRONTAGE.- The 160th Ave SE frontage shall be improved with on 8-foot paved shoulder on the west side. Adequate provisions
for road drainage shall be provided.
e. Tracts A,C,F,GH, and I shall be improved to the pint use driveway standard per Section 3.01 of the KCRS. Tract A shall include an easement
to King County for the maintenance of the Tract N drainage facility. Tract A shall be owned and maintained by the owners of Lots 1 and 2.
f. Tracts B, D and E shall be improved to the private access tract standard per Section 2.09 of the KCRS.
g. The Applicant shall revise the channelization that has been constructed in coq�nction with the plat of Highland Estates (LOOP0009). These
modifications to the channelizotion shall incorporate a revision of the current proposed pointed island' to a southbound left turn lone with at
least 60 feet of storage for /eft turning vehicles to (a) encourage the use of 156th Avenue SE in lieu of 158th Avenue SE and 160th Avenue
SE, and (b) mitigate the potential deficient condition that would result from southbound left turning vehicles making left turns from the
southbound through lane, or using the pointed island as a deceleration and refuge area while waiting for gaps in northbound traffic.
Channelization and illumination plans must be submitted to King County Traffic Engineering Section for review and approval of the turn lone
channelizotion.
Mod/8cotions to the above road conditions may be considered according to the variance provisions in Section 1.08 of the KCRS.
11. There shall be no direct vehicular access to or from 160th Avenue SE from those lots which abut this street. A note to this effect shall appear
on the engineering plans and final plat.
12. Al/ utilities within proposed rights-of-woy must be included within a franchise approved by the King County Council prior to final plat recording.
13 The Applicant or subsequent owner shall comply with King County Code 14.75, Mitigation Payrnent System (MPS), by paying the required MPS fee
and administration fee as determined by the applicable fee ordinance. The Applicant has the option to either.- (1) pay the MPS fee at final plot
recording, or (2) pay the MPS fee at the time of building permit issuance. If the first option is chosen, the fee paid shall be the fee in effect
at the time of plat application and o note shall be placed on the face of the plat that reads, "All fees required by King County Code 14.75,
Mitigation Payment System (MPS), have been paid.' If the second option is chosen, the fee paid shall be the amount in effect as of the dote
of building permit application.
14. The proposed subdivision shall comply with the Sensitive Areas Code as outlined in KCC 21A.24. Preliminary plat review has identified the following
specific requirements that apply to this project. A// other applicable requirements from KCC 21A.24 shall also be addressed by the Applicant.
a. This site contains a Class 2 wetland. The mofority of the wetland will be protected from alteration during and after construction, with a
50-foot wide buffer around the wetland boundary. An additional 15-foot bui/ding setback is required beyond the edge of the buffer.
b. A maximum of 200 square feet of wetland will be filled for construction of SE 136th Street. Mitigation shall consist of at least 400 square
feet of wetland enhancement to degraded portions of the existing wetland.
c. Road improvements for SE 136th Street and 160th Avenue SE will eliminate 6,989 square feet of wetland buffer. Mitigation shall consist of
providing replacement buffer in the northeast portion of the site at approximately a 2.• 1 ratio to provide additional protection for the wetland
pursuant to KCC 21A.24.3201B. Reduced impact will result in reduced mitigation.
d. The proposed sewer main within the SE 136th Street right-of-way will intrude into the wet/and buffer along with the rood improvements. In
order to protect wetland hydrology. (1) the sewer line shall be installed during the dry season (June through September), and (2) the design
shall incorporate the use of pipe bed dams of bentonite or other material at intervals to preclude draining possible subsurface water flows
through the gravel pipe bedding.
e. Downstream drainage improvements to existing culverts and stormwater conveyances required through the SEPA MONS shall cause no adverse
alteration to existing wetlands or streams in the vicinity of the drainage improvements.
f• Critical Areas staff shall review engineering plans for the plat and sewer main for conformance with these requirements
15. The following note shall be shown on the lino/ engineering plan and recorded plat.°
RESTRICTIONS FOR SENV977VE AREA TRACTS AND SENSITIVE
AREAS AND BUFFERS
Dedication of a sensitive area tract/sensitive area and buffer conveys to the public a beneficial interest in the land within the tract/sensitive area
and buffer. This interest includes the preservation of native vegetation for all purposes that benefit the public health, safety and welfare,
including control of surface water and erosion, maintenance of slope stability, and protection of plant and anima/ habitat. The sensitive area
tract/sensitive area and buffer imposes upon ol/ present and future owners and occupiers of the land subject to the tract/sensitive area and
buffer the obligation, enforceable on behalf of the public by King County, to leave undisturbed all trees and other vegetation within the
tract/sensitive area and buffer. The vegetation within the tract/sensitive area and buffer may not be cut, pruned, covered by All, removed or
damaged without approval in writing from the King County Department of Development and Environmental Services or its successor agency, unless
otherwise provided by law.
The common boundary between the tract/sensitive area and buffer and the area of development activity must be marked or otherwise flagged to
the satisfaction of King County prior to any clearing, grading, building construction or other development activity on a lot subyiect to the sensitive
area tract/sensitive area and buffer. The required marking or flogging shall remain in place until all development proposal activities in the vicinity
of the sensitive area are completed.
No building foundations are allowed beyond the required 15-foot building setback line, unless otherwise provided by low.
16. Suitable recreation space shall be provided consistent with the requirements KCC 21A.14.180 and KCC 21A.14.190 in providing sport courts,
children s play equipment, picnic toble[sj beaches, etc..
a. A detailed recreation space plan (i.e., landscape specs, equipment specs, etc.) shall be submitted for review and approval by DDES and King
County Parks prior to or concurrent with the submittal of the engineering plans. This plan shall comply with Ordinance / 14045.
b.A performance bond for recreation space improvements shall be posted prior to recording of the plat.
17. A homeowners' association or other workable organization shall be established to the satisfaction of DOES which provides for the ownership and
continued maintenance of the recreation, open space and/or sensitive area troct(s),
-SEE 81,01IN C1, 02 FAR C0692"17OVV OF HEAR/VG £XA1[/NER'S COIYOl17aMS
NO PRIOR TO R£CORDWG OF PLAT, A SCHOOL ACCESS ROUTE AS REWIRED BY PLAT CONDITION 22 &1 LL
BE REVIEWED, APPROVED AND BONDED BY DDES,
PA VEMENT 0 VERLA Y NOTE.
PER KCRS SECTION 4.01F, A 1 INCH FULL W1D TH 0 VERLA Y SHALL BE REQUIRED. THE 0 VERLA Y MA Y BE
WAIVED ONL Y AFTER AN EVALUA TION OF PA VEMENT CONDITIONS OR CHANNEL/ZA TION REQUIREMENTS HAS
BEEN COMPLETED AND APPROVED BY THE COUNTY ROAD ENGINEER OR DEVELOPMENT ENGINEER. IF ROAD
SURFACE FAILURES ARE PRESENT, ALL APPROPR/A TE REPAIRS TO THE EXISTING SUBGRA DE, BASE MA TERIAL
AND SURFACING SHALL BE MADE PRIOR TO PLACING THE 0VERLA Y.
BASIS OF BEARINGS BENCHMARK
N00 28'54 "E BETWEEN MONUMENTS BROKEN BRASS SURFACE DISC IN THE
FOUND IN PLACE A T THE SOUTH /N T S. E. 128 TH ST. & 156 TH A WE,
QUARTER CORNER AND CENTER S E. (CITY OF RENTON PT, F 2103)
OF SECTION 14-23-5 PER ELEV = 547.94 (167 013 METERS)
HIGHLAND ESTATES, ACCORDING TO
PLA T RECORDED /N VOL. 212, PGSS, J" BRASS SURFACE DISC /N THE INT.
10-13, IN KING COUNTY, N.E. 4TH ST. (S.E. 128TH ST ) &
WASHINGTON. 148TV A VE. S. E. (Cl TY OF RENTON
DA TUM PT# 7852)
ELEV = 454.77 (138.614 METERS)
NA VD 88 PER CITY OF
RENTON SURVEY CONTROL NOTE., CONTOUR, BOUNDARY AND
NETWORK TOPOGRAPHIC /NFORMA TION SHOWN
HEREON PROVIDED BY DR YCO
SURVEYING INC. BOUNDARY VERIFIED
BY CORE DESIGN INC.
Vicinity Map
169
Scale 1 "= ±1900'
NE 4TH ST
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31 93 13
RENTON ^�/ v`"i
MAPLE
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Soils Map
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Site Plan Approval
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 unincorporated King County only. These plans do not
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authorize any other utility approval or improvements proposed
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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.
Subdivision plan approval is void if the final plat is not recorded
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when the preliminary plat approval expires.
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PRO RATA SHARE ASSESSMENT ANALYSIS
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(County Use Only)_
Section Township Range Tax Parcel Number
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1 1 4 1 21 3I 1 01 51 11 41 2I 3I 01 51 1 91 DI 21 21
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9 0 0 9
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Site Location is within thedrainage shed(s)
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Pro Rata Share Assessment(s) are: ❑ Required ❑ Not Required
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from the site due to development for increased storm water runoff.
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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)
v Ro AGREEMENTS, PLAN REFERENCES, PERMITS ETC.
Date
Preliminary Plat Approval 05/10/2004
Scale 1 "= ± 2000'
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Notice Required
CONTRACTORS SHALL N077FY OPERATORS NHO MAINTAIN UNDERGROUND U77LITY
LINES /N THE AREA Of- PROPOSED EXCA VA 7701V OR BLAS77NG AT LEAST TNO
BUSINESS DA YS, BUT NOT MORE THAN TEN MVRK/NG DA YS PR/OR TO
COMMENCEMENT OF EXCAVA77ON OR DEMOL177ON /N ACCORDANCE W7H RCW
777LE 19. NAMES AND TELEPHONE NUMBERS OF THE OPERATORS OF
UNDERGROUND U77L/TY LINES /N THIS PRO.CCT APPEAR BELOW. THESE NUMBERS
SHALL ALSO BE USED TO SERVE /N AN EMERGENCY COND177ONS AS REQUIRED.
Phone
CITY OF RENTON (425,) 430-7212
Sanitary Sewer
KING COUNTY WA7<R DISTRICT 90 (425) 255-9600
Water District
PUGET SOUND ENERGY (4251 456-2511
Gas Company
PUGET SOUND ENERGY (425) 456-2511
Power Company
Call Before You rig DIAL -A -DIG 1-800-424-5555
N otes
1. The Developer is required to notify the Land Use Services Division,
Land Use Inspection Section, three days prior to the beginning of construction
for a preconstruction conference and specifically request inspection
before beginning:
A. Installing of siltation and erosion control measures
B. Clearing and grubbing
C. Earthwork
D. Installation of any underground utility
E. Before placing subbase, base or paving surface
F. Installation of any forms or placing any concrete
2. A permit must be obtained from the office of the Resident Engineer,
Washington State Department 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 Mond Amount
Performance Bond Amount
Ordinance # 14900
Preliminary Map Approval
Construction Permits Received
Sanitary Sewer
Water District
Gas Company
Power Company
Telephone
Other
Emergency
911
AgC Police - Fire- Rescue
Date
RECOMMENDED FOR APPROVAL
Engineer rian, RevieweO
Engine r Supervisor
Traffic & Planning Engineer
King County Conservation District
Materials Engineer
Other
APPROVED FOR CONSTRUCTION
Dept. Development & Environmental Services
King County, Washington
Date ature O
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a S8I DEI EL OPINC, LZ C (253)5J9-8116
Name Phone
a)0 3 P.O. SOX 73790, PUYALLUP, WA 98J73
000
❑ ❑ Address and Zip Code
❑ A Corporation
,g A Partnership
❑ An Individual
DA VID & DEBRA NY8L OM 425-271-642J
Name Phone
a IJ606 158th AVE SE, RENTON WA 98059
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+; Address and Zip Code
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0 0 ROBERT & CZ YDERAE MAIR 425-2J5-4855
(❑ Name Phone
IJ606 15607 AVE SE, RENTON WA 98059
Address and Zip Code
X A Corporation
❑ A Partnership
❑ An Individual
-o CORE DESIGN, INC. (425)885- 7877
w > S Name Phone
r- 14711 N.E.29TH PL. fl0l, BELLE E, WA. 98007
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