HomeMy WebLinkAboutR-416602col CONDITIONS OF APPROVAL
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� A PORTION OF SECTION 22, TOWNSHIP 23 N., RANGE 05 E., W.M.
0 CITY OF RENTON, KING COUNTY, WASHINGTON
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HEARING EXAMINER CONDITIONS FIRE FLOW LIMITATION AND RESIDENTIAL FIRE SPRINKLER REQUIREMENTS
1. THE APPLICANT SHALL COMPLY WITH THE MITIGATION MEASURES ISSUED AS PART OF THE DETERMINATION OF NON -SIGNIFICANCE - 1. THE MAXIMUM AVAILABLE FIRE FLOW CAPACITY FROM THE NEW 8-INCH DEAD-END WATER LINE IN NE 27TH PLACE IS
MITIGATED, DATED JULY 15, 2016. LIMITED TO 1,240 GALLONS PER MINUTE (GPM).
2. THE APPLICANT SHALL INSTALL OR PROVIDE FINANCIAL GUARANTEES FOR ALL COMMON LANDSCAPING AND OPEN SPACE AMENITIES PRIOR TO AN APPROVED RESIDENTIAL FIRE SPRINKLER SYSTEM WILL BE REQUIRED FOR ALL NEW SINGLE-FAMILY RESIDENCES THAT
PLAT RECORDING. A PHASING PLAN AND FINAL DETAILED LANDSCAPING PLAN SHALL BE SUBMITTED WITH THE STREET AND UTILITY WILL HAVE OVER 3,600 SQUARE -FEET OF GROSS BUILDING AREA.
CONSTRUCTION PERMITS. 2. LOTS 10,11,12 AND 13 ARE REQUIRED TO BE EQUIPPED WITH APPROVED FIRE SPRINKLER SYSTEMS DUE TO LONG DEAD
3. THE APPLICANT SHALL INCORPORATE INTO THE LANDSCAPING PLAN A MINIMUM OF TWO (2) ACTIVE FACILITIES SUBJECT TO STAFF APPROVAL END ROAD.
THAT PROVIDE OPPORTUNITIES FOR PHYSICAL EXERCISE AND SOCIAL INTERACTION AND LOW LEVEL TRAIL LIGHTING. THE DETAILS OF THESE
AMENITIES SHALL BE IDENTIFIED ON THE FINAL LANDSCAPING PLAN AND SHALL BE SUBMITTED TO THE CITY OF RENTON PROJECT MANAGER
WITH THE STREET AND UTILITY CONSTRUCTION PERMITS FOR APPROVAL.
4.
THE PROPOSED ON -SITE SEVEN -FOOT WIDE TRAIL SYSTEM SHALL BE PAVED WITH CONCRETE, EXCEPT THE TRAIL SYSTEM LOCATED DIRECTLY
GEOTECHNICAL NOTE
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BEHIND THE REAR YARDS OF LOTS 34-45. THE FINAL DETAILED TRAIL SYSTEM AND PROFILE PLANS SHALL BE SUBMITTED TO THE CITY OF
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RENTON PROJECT MANAGER WITH THE STREET AND UTILITY CONSTRUCTION PERMITS.
A QUALIFIED GEOTECHNICAL ENGINEER SHALL OBSERVE THE
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5.
THE APPLICANT SHALL ORIENT THE FRONT DOORS AND FRONT YARDS OF THE ATTACHED DWELLING UNITS ON LOTS 1-13 TOWARD THE
FOLLOWING ITEMS DURING CONSTRUCTION:
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STREET (ROAD A) OR THE COMMON OPEN SPACE TRACTS. EACH OF THESE UNITS SHALL PROVIDE A FOUR -FOOT (4) ENTRY WALKWAY THAT
• SITE STRIPPING
• STRUCTRUAL FILL PLACEMENT
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CONNECTS THE FRONT ENTRY TO SHARED COMMON GREEN SPACE TRAIL OR SIDEWALK SYSTEM. A NOTE TO THIS EFFECT SHALL BE
. ROCKERY EXCAVATION, DRAINAGE INSTALLATION
RECORDED ON THE FACE OF THE PLAT MAP. EACH OF THESE UNITS SHALL BE DESIGNED TO THE HIGHEST LEVEL OF ARCHITECTURAL
. KEYSTONE WALL CONSTRUCTION, GRID PLACEMENT, BACKFILL,
DETAILING AND ARTICULATION.
DRAINAGE INSTALLATION
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6.
THE APPLICANT SHALL RELOCATE THE SHARED COMMON GREEN SPACE TRAIL SYSTEM, WHICH RUNS NORTH SOUTH BETWEEN LOTS 3-18, TO
• DETENTION VAULT EXCAVATION, SUBGRADE, BACKFILL,
DRAINAGE INSTALLATION
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BE LOCATED CLOSER TO THE FRONT YARDS OF LOTS 5-7 AND 8-13 TO PROVIDE MORE USABLE GREEN SPACE BEHIND THE LOTS. THE
• UTILITY TRENCH BACKFILL
REVISED PLAN SHALL BE SUBMITTED ALONG WITH THE STREET AND UTILITY CONSTRUCTION PERMITS.
ROADWAY, CURB, SIDEWALK SUBGRADE.
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7.
THE APPLICANT SHALL SUBMIT A REVISED PLAT PLAN THAT INCLUDES A PEDESTRIAN ENTRY EASEMENT THAT IS AT LEAST FIFTEEN FEET
THE GEOTECHNICAL ENGINEER SHALL SEAL AND CERTIFY ALL
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(15') WIDE PLUS A FIVE-FOOT (5') SIDEWALK TO THE NORTH OF LOTS 24-26.
ROCKERIES AND RETAINING WALLS REGARDLESS OF HEIGHT ON THE
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CONSTRUCTION PLANS AND PROVIDE LONG TERM MAINTENANCE
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8.
THE PLAT SHALL INCLUDE A MINIMUM OF FOUR (4) DIFFERENT BUILDING TYPES (MODELS) TO PROVIDE ADDITIONAL CHARACTER TO THE
RECOMMENDATIONS FOR FUTURE HOMEOWNER
DEVELOPMENT. THE DETAILED FLOOR AND ELEVATION PLANS SHALL BE SUBMITTED TO THE CITY OF RENTON PROJECT MANAGER WITH THE
STREET AND UTILITY CONSTRUCTION PERMITS.
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9.
PRIOR TO CONSTRUCTION PERMIT APPROVAL, THE APPLICANT SHALL SUBMIT, TO THE CITY OF RENTON CURRENT PROJECT MANAGER, A SITE
PLAN AND A ROOFING MATERIALS BOARD THAT IDENTIFIES A VARIETY OF COLORS THROUGHOUT THE DEVELOPMENT.
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10.
THE APPLICANT SHALL PROVIDE FOR THE MINIMUM STANDARD OF 24 FEET (24') ALONG THE STREET CURVES. A FINAL DETAILED SITE PLAN
SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER AND THE PLAN REVIEWER PRIOR TO
CONSTRUCTION PERMIT APPROVAL.
11.
THE APPLICANT SHALL SUBMIT A LIGHTING PLAN AND FINAL DETAILED LANDSCAPE PLAN TO, AND APPROVED BY, THE CURRENT PLANNING
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PROJECT MANAGER AND THE PLAN REVIEWER PRIOR TO CONSTRUCTION PERMIT ISSUANCE.
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12.
THE APPLICANT SHALL CREATE A HOME OWNERS ASSOCIATION ("HOA") THAT RETAINS OR IMPROVES THE EXISTING VEGETATION WITHIN THE
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OPEN SPACE TRACT. A DRAFT HOA DOCUMENT HAS BEEN SUBMITTED AS PART OF THE APPLICATION. A FINAL HOA SHALL BE SUBMITTED TO,
AND APPROVED BY, THE CITY OF RENTON CURRENT PROJECT MANAGER AND CITY ATTORNEY TO THE EXTENT PERTINENT TO PUBLIC
SUBDIVISION REVIEW PRIOR TO FINAL PLAT RECORDING. SUCH DOCUMENTS SHALL BE RECORDED CONCURRENTLY WITH THE FINAL PLAT.
3. TALK
13.
THE APPLICANT SHALL PROVIDE PUBLIC EASEMENTS FOR AMENITIES THAT ARE OUTSIDE OF THE RIGHT-OF-WAY OF THE NEW PUBLIC
STREET.
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14.
THE APPLICANT SHALL PROVIDE ACCESS SIGNAGE THAT IDENTIFIES THE TRAIL SYSTEM THROUGHOUT THE DEVELOPMENT FOR PUBLIC ACCESS.
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15. FINDING OF FACT 4(E) OF THIS DECISION IDENTIFIES AN OUTSTANDING STREET MODIFICATION REQUIRED FOR A SHARED DRIVEWAY STANDARD
MODIFICATION AND A VARIANCE FOR FIRE ACCESS WIDTH. UNLESS THESE REQUIREMENTS ARE NULLIFIED BY APPROVED DESIGN
MODIFICATIONS, APPROVAL OF THE MODIFICATION AND VARIANCE IS REQUIRED PRIOR TO FINAL PLAT APPROVAL.
SEPA CONDITIONS
1. PROJECT CONSTRUCTION SHALL BE REQUIRED TO COMPLY WITH THE RECOMMENDATIONS FOUND IN THE GEOTECHNICAL ENGINEERING STUDY
PREPARED BY TERRA ASSOCIATES, INC. DATED FEBRUARY 25, 2015 OR AN UPDATED REPORT SUBMITTED AT A LATER DATE.
2. THE APPLICANT SHALL REMOVE THE EXISTING CONCRETE FOUNDATIONS(S) WITHIN THE WETLAND BUFFER AND RESTORE THE AFFECTED AREAS
BY PLANTING TREES AND SHRUBS WITHIN THE 50-FOOT STANDARD WETLAND BUFFER BY HAND WITHOUT HEAVY MACHINERY. A TREE PLANTING
PLAN SHALL BE PROVIDED TO THE CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION PERMIT
ISSUANCE.
3. THE APPLICANT SHALL SUBMIT THE FINAL DRAINAGE REPORT(S) USED TO BUILD THE CEDARWOOD WATER QUALITY POND, INCLUDING THE
ORIGINAL DESIGN, TO THE CITY OF RENTON PLAN REVIEWER PRIOR TO CONSTRUCTION ISSUANCE.
4. A PROFESSIONAL ARCHAEOLOGICAL SURVEY OF THE PROJECT AREA SHALL BE CONDUCTED PRIOR TO GROUND DISTURBANCE. THE RESULTS OF
THE PROFESSIONAL ARCHAEOLOGICAL SURVEY SHALL BE PROVIDED TO THE CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND
APPROVAL PRIOR TO CONSTRUCTION PERMIT ISSUANCE.
5. IF ANY NATIVE AMERICAN GRAVE(S) OR ARCHAEOLOGICAL/CULTURAL RESOURCES (INDIAN ARTIFACTS) ARE FOUND, ALL CONSTRUCTION ACTIVITY
SHALL STOP AND THE OWNER/DEVELOPER SHALL IMMEDIATELY NOTIFY THE CITY OF RENTON PLANNING DEPARTMENT, CONCERNED TRIBES'
CULTURAL COMMITTEES, AND THE WASHINGTON STATE DEPARTMENT OF ARCHEOLOGICAL AND HISTORIC PRESERVATION.
6. THE APPLICANT SHALL RECORD A COVENANT ON THE FACE OF THE PLAT TO VACATE THE PLATS DIRECT PUBLIC ACCESS TO SR 169 WHEN A
FUTURE ACCESS TO A PUBLIC ROAD CAN BE ACHIEVED EITHER THROUGH MOLASSES CREEK CONDOMINIUM (PARCEL NO. 55689000000) ROAD
NETWORK OR VIA A REDEVELOPMENT OF THE MOLASSES CREEK PARCEL.
SURVEY DATUM
HORIZONTAL DATUM:
HORIZONTAL DATUM IS NAD 1983(91) PER CITY OF
RENTON. CITY OF RENTON CONTROL POINT NO. 1857
WAS HELD FOR POSITION AND A LINE BETWEEN CITY
OF RENTON CONTROL POINT NO. 1640 AND
CONTROL POINT NO. 1860 WAS HELD FOR ROTATION,
BEING S86`32'23"E.
VERTICAL DATUM:
VERTICAL DATUM FOR THIS SITE
IS NAVD 1988 PER CITY OF
RENTON. CITY OF RENTON
CONTROL POINT NO. 2192 WAS
HELD FOR ELEVATION, BEING
98.199 FEET(NAVD88).
11RECORD DRAWINGS AS -BUILT
AS -BUILT
2 AS -BUILT PUNCHLIST COMMENTS DATED JUNE 1. 2022
NO.
REVISION
MTS 4/15/22 BJT suRVEYED:
MTS 6 21 22 BJT DESIGNED:
MTS
DRAWN:
KLB
CHECKED:
MTS
BY DATE APPR APPROVED:
JT B
SCALE:
N/A
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 19W
HORIZONTAL: NAD 1983/1991
DATU M
CITY OF
RENTON
Planning/Building/Public Works Dept.
1423 p
S108A L 06/21/22
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R-416602
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CONDITIONS OF APPROVAL
TRIPOINTE
(425) 455-2900
15900 SE EASTGATE WAY. SUITE 300
BELLEVUE, WA 98008
DATE
6/21/22
FIELDBOOK:
PAGE:
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