HomeMy WebLinkAboutR-404802ASBUILT CONDITIONS OF APPROVAL
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TERRACEF RE T PLAT
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A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M.
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CITY OF RENTON, KING COUNTY, WASHINGTON
HEARING EXAMINER CONDITIONS
1. THE APPLICANT SHALL COMPLY WITH THE MITIGATION MEASURES ISSUED AS PART OF THE DETERMINATION OF NON- SIGNIFICANCE MITIGATED,
15. THE APPLICANT SHALL RESUBMIT A REVISED PLAT PLAN WITH THE CIVIL CONSTRUCTION PERMIT APPLICATION THAT IDENTIFIES THE CUL- DE -
DATED OCTOBER 15, 2018.
SAC AS A PUBLIC STREET DESIGNED PER THE CITY' S STREET STANDARDS. THE REVISED PLAT PLAN SHALL BE REVIEWED AND APPROVED BY
A. CLEARING AND GRADING OF THE SUBJECT PROPERTY SHALL BE LIMITED TO MAY 1 TO SEPTEMBER 30.
THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. THE CUL- DE- SAC ON THE WESTERN PORTION OF THE
PROPERTY SHALL HAVE A MINIMUM PAVED RADIUS OF FORTY FIVE FEET ( 45') WITH A RIGHT- OF -WAY RADIUS OF FIFTY FEET ( 55') FOR
B. THE APPLICANT SHALL COMPLY WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT, PROTECTED SLOPE ANALYSIS, AND
THE TURNAROUND ( RMC 4-6-06OH4). THE NORTH SIDE OF THE CUL- DE- SAC BULB SHALL BE DESIGNED WITH AN 8-FOOT PLANTER
RESPONSE TO GEOENGINEERS SECONDARY REVIEW COMMENTS PREPARED BY TERRA ASSOCIATES INC. DATED JULY 19, 2017, JUNE 18,
2018, AND AUGUST 14, 2018, RESPECTIVELY, AND ANY FUTURE ADDENDA TO SUCH REPORTS.
STRIP AND 5 FOOT SIDEWALK TO THE WESTERN PROPERTY LINE. THE SOUTH SIDE OF THE CUL- DE- SAC SHALL BE DESIGNED WITH A 5
FOOT SIDEWALK TO THE WESTERN PROPERTY LINE BUT WILL NOT HAVE TO INCLUDE A PLANTER STRIP. STAFF ARE AUTHORIZED TO
C. THE APPLICANT' S GEOTECHNICAL ENGINEER SHALL REVIEW THE PROJECT' S CONSTRUCTION PLANS TO VERIFY COMPLIANCE WITH THE
AUTHORIZE THE CUL- DE- SAC IMPROVEMENTS TO FALL SHORT OF THE WESTERN PROPERTY LINE TO THE EXTENT THAT STAFF FINDS A
GEOTECHNICAL REPORT( S). THE GEOTECHNICAL ENGINEER SHALL SUBMIT A SEALED LETTER STATING THAT HE/ SHE HAS REVIEWED THE
COMPLETE EXTENSION INFEASIBLE AND CONSISTENT WITH APPLICABLE DEVELOPMENT STANDARDS.
CONSTRUCTION PLANS AND IN THEIR OPINION THE PLANS AND SPECIFICATIONS MEET THE INTENT OF THE REPORT(S).
16. THE APPLICANT SHALL SUBMIT A REVISED UTILITY PLAN WITH CIVIL CONSTRUCTION PERMIT APPLICATION THAT CONTAINS THE CURRENT
D. THE APPLICANT' S GEOTECHNICAL ENGINEER SHALL IDENTIFY THOSE CONSTRUCTION ACTIVITIES WHERE OBSERVATION ON -SITE BY A
RESIDENTIAL ACCESS STREET CROSS SECTION FOR ROADS A AND B WITH THE PARKING LANE AND CURB -BULBS LOCATED ON THE OPPOSITE
LICENSED GEOTECHNICAL ENGINEER SHOULD OCCUR. THOSE IDENTIFIED ACTIVITIES SHALL BE CLEARLY STATED ON THE CONSTRUCTION
SIDE OF WHERE THE FIRE HYDRANTS WILL BE INSTALLED. THE REVISED UTILITY PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT
PLANS TO BE SUBMITTED FOR REVIEW AND APPROVAL BY THE CIVIL PLAN REVIEWER.
PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE.
E. THE APPLICANT' S GEOTECHNICAL ENGINEER SHALL SEAL AND CERTIFY ALL ROCKERIES AND RETAINING WALLS REGARDLESS OF HEIGHT
17. ANY PROPOSAL TO CONVERT THE STORMWATER VAULT WITHIN TRACT A TO A STORMWATER DETENTION POND SHALL BE CONSIDERED A MAJOR
ON THE CONSTRUCTION PLANS AND PROVIDE LONG TERM MAINTENANCE RECOMMENDATIONS FOR FUTURE HOMEOWNERS.
PLAT AMENDMENT SUBJECT TO THE REQUIREMENTS OUTLINED UNDER RMC 4-7-080M. 2.
F. IF ANY UTILITIES ARE CONSTRUCTED EAST AND PARALLEL OF THE CENTERLINE WITHIN UNION AVE NE ALONG THE SUBJECT PROPERTY' S
18. THE APPLICANT SHALL PREPARE AN AGREEMENT WITH THE PERKINS PROPERTY THAT IDENTIFIES MAINTENANCE RESPONSIBILITIES AND ANY
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FRONTAGE, THE APPLICANT SHALL RESTORE THE UNION AVE NE ROADBED (CURB TO CURB) ALONG THE SUBJECT PROPERTY' S
NEEDED EASEMENTS NECESSARY TO MAINTAIN THE ROCKERY ON THE ABUTTING 2623 UNION AVE NE PROPERTY. DOCUMENTATION OF THIS
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FRONTAGE TO CURRENT CITY STANDARDS PRIOR TO FINAL PLAT RECORDING.
AGREEMENT SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PLAT RECORDING.
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G. IF UTILITIES ARE ONLY CONSTRUCTED WEST AND PARALLEL OF THE CENTERLINE WITHIN UNION AVE NE ALONG THE SUBJECT PROPERTY'
19. THE APPLICANT SHALL SUBMIT A REVISED UTILITY PLAN WITH THE CIVIL CONSTRUCTION PERMIT THAT EXTENDS THE RESIDENTIAL ACCESS
S FRONTAGE, THE APPLICANT SHALL RESTORE THE GAPS, IF FOUND TO NOT MEET CITY STANDARDS, BETWEEN THE TRENCH
STREET TO THE WESTERN PROPERTY LINE RESULTING IN 5-FOOT WIDE SIDEWALK AND 8-FOOT PLANTER STRIP WITH CURB ALONG THE
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RESTORATIONS WEST AND PARALLEL OF THE CENTERLINE TO CURRENT CITY STANDARDS PRIOR TO FINAL PLAT RECORDING.
FRONTAGE OF LOTS 10 AND 11 AND ALONG THE SOUTHERN PORTION OF ROAD A WEST OF THE CUL- DE- SAC. THE REVISED UTILITY PLAN
SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL.
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H. THE APPLICANT SHALL VIDEO THE APPROVED HAUL ROUTE PRIOR TO THE BEGINNING OF CONSTRUCTION TO IDENTIFY THE EXISTING
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CONDITION OF THE ROADWAY. FOLLOWING THE COMPLETION OF PLAT INFRASTRUCTURE, THE APPLICANT SHALL VIDEO THE HAUL ROUTE
20. THE APPLICANT SHALL SUBMIT AN INDIVIDUAL LANDSCAPE PLAN PACKAGE WITH THE SINGLE-FAMILY BUILDING PERMITS FOR LOTS 12 AND 13
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AGAIN AND IDENTIFY THE POST CONSTRUCTION CONDITION OF THE ROADWAY. THE APPLICANT SHALL REPAIR THE ROADWAY TO A
PREPARED BY A LICENSED LANDSCAPE ARCHITECT THAT PROVIDES VIEW OBSCURING PLANTINGS CONSISTING OF EVERGREEN SHRUBS AND
CONDITION EQUAL OR BETTER TO THE CONDITION OF THE INITIAL VIDEO. REPAIRS TO THE HAUL ROUTE SHALL BE COMPLETED BY THE
TREES ALONG THE BASE OF THE ROCKERY SECTIONS GREATER THAN 10 FEET IN HEIGHT. THE LANDSCAPE PLANS SHALL BE REVIEWED AND
APPLICANT AND REVIEWED AND APPROVED BY THE CIVIL PLAN REVIEWER PRIOR FINAL PLAT RECORDING.
APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE.
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2. THE APPLICANT SHALL SUBMIT A DOCUMENT WITH THE FINAL PLAT APPLICATION TO BE ON TITLE NOTIFYING FUTURE OWNERS OF THE
21. THE APPLICANT SHALL SUBMIT A SAFE WALKING ROUTE PLAN WITH THE CIVIL CONSTRUCTION PERMIT APPLICATION FOR STUDENTS ATTENDING
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PRESENCE OF A GAS PIPELINE IN THE VICINITY AND ADVISING CONTACT WITH THE PIPELINE OWNER BEFORE AND GROUND DISTURBANCE. THE
SIERRA HEIGHTS ELEMENTARY SCHOOL AND STUDENTS WALKING TO THEIR DESIGNATED BUS STOP AT UNION AVE NE AND NE 23RD PL. THE
DOCUMENT SHALL FIRST BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER. THE APPLICANT SHALL THEN RECORD
PLAN MAY INCLUDE OFF -SITE IMPROVEMENTS NECESSARY TO ENSURE SAFE WALKING CONDITIONS FOR STUDENTS. THE SAFE WALKING ROUTE
THE DOCUMENTS WITH THE KING COUNTY RECORDER' S OFFICE FOR EACH AFFECTED LOT PRIOR TO THEIR RESPECTIVE BUILDING PERMIT
PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE.
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ISSUANCE.
22. THE APPLICANT' S GEOTECHNICAL ENGINEER SHALL REVIEW THE PROPOSED DISPERSION TRENCH LOCATION WITHIN THE REAR YARD OF LOT
3. THE APPLICANT SHALL REMOVE THE EXISTING SINGLE-FAMILY RESIDENCE AND ANY OUTBUILDINGS LOCATED ON THE SUBJECT PROPERTY AT
10 AND PROVIDE ANY RECOMMENDATIONS NECESSARY TO MITIGATE IMPACTS TO THE RETAINING WALL OR CONVEYANCE ISSUES TO
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2611 UNION AVE NE CONCURRENT WITH PLAT CONSTRUCTION AND PRIOR TO FINAL PLAT APPROVAL.
DOWNSTREAM PROPERTY OWNERS. THE GEOTECHNICAL ANALYSIS OF THE DISPERSION TRENCH SHALL BE SUBMITTED WITH THE CIVIL
CONSTRUCTION PERMIT APPLICATION AND REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT
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4. THE APPLICANT SHALL SUBMIT A REVISED DETAILED LANDSCAPE PLAN WITH THE CIVIL CONSTRUCTION PERMIT APPLICATION THAT IDENTIFIES
ISSUANCE.
THE STREET FRONTAGE LANDSCAPING BUFFER FOR EACH LOT THAT INCLUDES A MIXTURE OF TREES, SHRUBS, AND GROUNDCOVER TO BE
REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER.
23.ALL ROAD NAMES SHALL BE APPROVED BY THE CITY.
5. THE APPLICANT SHALL SUBMIT A REVISED DETAILED LANDSCAPE PLAN WITH THE CIVIL CONSTRUCTION PERMIT APPLICATION THAT IDENTIFIES
24. SANITARY SEWERS SHALL BE PROVIDED BY THE DEVELOPER AT NO COST TO THE CITY AND DESIGNED IN ACCORDANCE WITH CITY
THE UTILITIES AND LIGHTING IN THE PLANTER STRIPS, PROVIDES A MINIMUM OF ONE (1) TREE PER LOT WITH A MAXIMUM SEPARATION OF
STANDARDS. SIDE SEWER LINES SHALL BE INSTALLED EIGHT FEET (8') INTO EACH LOT IF SANITARY SEWER MAINS ARE AVAILABLE, OR
30 FEET ON -CENTER FOR THOSE AREAS NOT ENCUMBERED BY DRIVEWAYS AND/OR UTILITIES, AND RELOCATION OF THE STREET TREES FOR
PROVIDED WITH THE SUBDIVISION DEVELOPMENT.
LOTS 12 AND 13 INTO THEIR RESPECTIVE FRONT YARDS SHOULD THE APPLICANT DECIDE TO REMOVE THE PLANTER STRIP FROM THE
25. CONCRETE PERMANENT CONTROL MONUMENTS SHALL BE ESTABLISHED AT EACH AND EVERY CONTROLLING CORNER OF THE SUBDIVISION.
CUL-DE-SAC. ADDITIONALLY, THE REVISED LANDSCAPE PLAN SHALL PROVIDE ROOT BARRIER SYSTEMS WITHIN THE PLANTER STRIP TO IMPEDE
INTERIOR MONUMENTS SHALL BE LOCATED AS DETERMINED BY THE DEPARTMENT. ALL SURVEYS SHALL BE PER THE CITY OF RENTON
TREE ROOTS FROM BUCKLING THE ABUTTING SIDEWALKS. THE REVISED LANDSCAPE PLAN SHALL BE REVIEWED AND APPROVED BY THE
SURVEYING STANDARDS. ALL OTHER LOT CORNERS SHALL BE MARKED PER THE CITY SURVEYING STANDARDS. THE SUBDIVIDER SHALL INSTALL
CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE.
ALL STREET NAME SIGNS NECESSARY IN THE SUBDIVISION.
6. THE APPLICANT SHALL SUBMIT A REVISED LANDSCAPE PLAN THAT PROVIDES A LANDSCAPE SCREEN AROUND THE EAST, SOUTH, AND WEST
26. ALL UTILITIES DESIGNED TO SERVE THE SUBDIVISION SHALL BE PLACED UNDERGROUND. ANY UTILITIES INSTALLED IN THE PARKING STRIP
PERIMETER OF THE VAULT CONSISTING OF TREES, SHRUBS, AND GROUNDCOVER. THE REVISED LANDSCAPE PLAN SHALL ALSO PROVIDE
SHALL BE PLACED IN SUCH A MANNER AND DEPTH TO PERMIT THE PLANTING OF TREES. THOSE UTILITIES TO BE LOCATED BENEATH PAVED
SPECIFICATIONS FOR AESTHETIC TREATMENT OF THE EXPOSED VAULT WALL ALONG THE NORTHERN PERIMETER OF THE VAULT IN LIEU OF
SURFACES SHALL BE INSTALLED, INCLUDING ALL SERVICE CONNECTIONS, AS APPROVED BY THE PUBLIC WORKS DEPARTMENT. SUCH
PROVIDING A SUBSTANTIVE LANDSCAPE SCREEN. THE TREATMENT SHALL BE A VENEER SURFACE ATTACHED TO THE VAULT THAT CONSISTS OF
INSTALLATION SHALL BE COMPLETED AND APPROVED PRIOR TO THE APPLICATION OF ANY SURFACE MATERIAL. EASEMENTS MAY BE REQUIRED
BRICK DETAILING SUCH AS A GARDEN WALL BOND WITH DIAGONAL PATTERNS OR A COMPARABLE SURFACE APPROVED BY THE CURRENT
FOR THE MAINTENANCE AND OPERATION OF UTILITIES AS SPECIFIED BY THE PUBLIC WORKS DEPARTMENT.
PLANNING PROJECT MANAGER. THE REVISED LANDSCAPE PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT
27. ANY CABLE TV CONDUITS SHALL BE UNDERGROUNDED AT THE SAME TIME AS OTHER BASIC UTILITIES ARE INSTALLED TO SERVE EACH LOT.
MANAGER PRIOR CONSTRUCTION PERMIT ISSUANCE.
CONDUIT FOR SERVICE CONNECTIONS SHALL BE LAID TO EACH LOT LINE BY SUBDIVIDER AS TO OBVIATE THE NECESSITY FOR DISTURBING
7. THE APPLICANT SHALL SUBMIT A REVISED LANDSCAPE PLAN WITH THE CIVIL CONSTRUCTION PERMIT APPLICATION THAT PROVIDES AN UPDATED
THE STREET AREA, INCLUDING SIDEWALKS, OR ALLEY IMPROVEMENTS WHEN SUCH SERVICE CONNECTIONS ARE EXTENDED TO SERVE ANY
CALIPER COUNT FOR THOSE TREES COUNTED AS REQUIRED PLANTING SUCH AS STREET FRONTAGE LANDSCAPING, MINIMUM TREE DENSITY,
BUILDING. THE COST OF TRENCHING, CONDUIT, PEDESTALS AND/OR VAULTS AND LATERALS AS WELL AS EASEMENTS THEREFORE REQUIRED
STREET TREES, AND STORM DRAINAGE SCREENING. THE REVISED LANDSCAPE PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT
TO BRING SERVICE TO THE DEVELOPMENT SHALL BE BORNE BY THE DEVELOPER AND/OR LAND OWNER. THE SUBDIVIDER SHALL BE
PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE.
RESPONSIBLE ONLY FOR CONDUIT TO SERVE HIS DEVELOPMENT. CONDUIT ENDS SHALL BE ELBOWED TO FINAL GROUND ELEVATION AND
8. THE APPLICANT SHALL SUBMIT REVISED GRADING AND LANDSCAPE PLANS TO BE REVIEWED AND APPROVED BY THE CURRENT PLANNING
CAPPED. THE CABLE TV COMPANY SHALL PROVIDE MAPS AND SPECIFICATIONS TO THE SUBDIVIDER AND SHALL INSPECT THE CONDUIT AND
MANAGER THAT INCLUDE DETAILED SHEETS OF THE PROPOSED ROCKERIES. THE REVISED PLANS SHALL INCLUDE DETAILS OF SPLIT- RAIL
CERTIFY TO THE CITY THAT IT IS PROPERLY INSTALLED.
FENCING SURROUNDING THE TRACTS, FENCING, IRRIGATION, AND LONG TERM MAINTENANCE INSTRUCTIONS FOR FUTURE HOMEOWNERS. ANY
28. ALL LOT CORNERS AT INTERSECTIONS OF DEDICATED PUBLIC RIGHTS -OF -WAY, EXCEPT ALLEYS, SHALL HAVE MINIMUM RADIUS OF FIFTEEN
REMAINING CALIPER INCHES REQUIRED FOR TREE REPLACEMENT THAT CANNOT BE PROVIDED ON- SITE SHALL BE SATISFIED VIA PAYMENT OF
FEET (15').
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A FEE- IN -LIEU PAYMENT INTO THE CITY' S URBAN FORESTRY PROGRAM. TREE REPLACEMENT AND/ OR FEE- IN -LIEU PAYMENT SHALL
OCCUR PRIOR TO FINAL PLAT RECORDING. THE REVISED LANDSCAPE PLANS SHALL UNDERGO INDEPENDENT SECONDARY REVIEW BY A
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CERTIFIED ARBORIST, FUNDED BY THE APPLICANT, TO ENSURE THE PROPOSED SPACING AND GRADED CONDITIONS ARE SUITABLE FOR THE
FIRE FLOW LIMITATION AND RESIDENTIAL FIRE SPRINKLER REQUIREMENTS
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PROPOSED REPLACEMENT PLANTING. THE INDEPENDENT REVIEW SHALL SPECIFICALLY ADDRESS WHETHER THE HEIGHT OF THE PROPOSED
ROCKERIES SHOULD BE INCREASED TO REDUCE THE SLOPE OF THE PLANTING AREA TO MITIGATE AGAINST POTENTIAL PROBLEMS IN
1. THE MAXIMUM AVAILABLE FIRE FLOW CAPACITY FROM THE NEW 8-INCH DEAD-END WATER LINE IN NE 27TH PLACE IS
SLOUGHING SOILS, IRRIGATION AND PLANT STABILITY/VIABILITY. THE REPORT SHOULD SPECIFICALLY IDENTIFY ANY CHANGES IN ROCKERY
LIMITED TO 1,240 GALLONS PER MINUTE (GPM).
HEIGHT OR OTHER MITIGATION NECESSARY TO ASSURE ADEQUATE SOIL STABILITY AND IRRIGATION. THE RECOMMENDATIONS OF THE ARBORIST
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REPORT MAY BE IMPOSED BY THE CURRENT PLANNING MANAGER AS FOUND NECESSARY TO ASSURE ADEQUATE SOIL STABILITY AND
AN APPROVED RESIDENTIAL FIRE SPRINKLER SYSTEM WILL BE REQUIRED FOR ALL NEW SINGLE-FAMILY RESIDENCES THAT
IRRIGATION. ALL PROPOSED PLANTING SLOPES SHALL BE CONSISTENT WITH CITY REGULATIONS OR BE APPROVED BY VARIANCE AND/OR
WILL HAVE OVER 3,600 SQUARE -FEET OF GROSS BUILDING AREA.
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MODIFICATION AS APPLICABLE.
2. LOTS 10,11,12 AND 13 ARE REQUIRED TO BE EQUIPPED WITH APPROVED FIRE SPRINKLER SYSTEMS DUE TO LONG DEAD
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9. THE APPLICANT SHALL SUBMIT HOMEOWNER' S ASSOCIATION DOCUMENTS WITH THE FINAL PLAT APPLICATION THAT OUTLINE THE
END ROAD.
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RESPONSIBILITY FOR OWNERSHIP AND MAINTENANCE FOR MAINTAINING THE TRACTS, PROTECTED TREES, FENCING, AND SIGNAGE. THE
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APPLICANT SHALL ALSO SUBMIT PERMANENT AND IRREVOCABLE DEED RESTRICTIONS ON THE TRACTS THAT PROHIBITS FUTURE DEVELOPMENT.
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THE HOA DOCUMENTS AND DEED RESTRICTIONS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR
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TO RECORDING WITH THE KING COUNTY RECORDER' S OFFICE WITH THE PLAT.
10. THE APPLICANT SHALL SUBMIT A SURETY TO ENSURE THE SURVIVAL OF THE REPLACEMENT TREES FOR A MINIMUM OF FIVE (5) YEARS. THE
SURETY SHALL INCLUDE A WARRANTY FOR EACH REPLACEMENT TREE, TEMPORARY IRRIGATION SYSTEM, AND MAINTENANCE OF THE TRACTS
FOR THE FIVE (5) YEAR PERIOD. THE SURETY AND MAINTENANCE SPECIFICATIONS SHALL BE EXECUTED PRIOR TO PLAT RECORDING.
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11. THE APPLICANT SHALL SUBMIT REVISED GRADING PLANS THAT REMOVES GRADING ACTIVITIES WITHIN THE DRIP LINES OF THE TREES. DUE TO
THE CLOSE PROXIMITY OF THE PROPOSED GRADING WITHIN TRACT E, THE APPLICANT SHALL RETAIN A CERTIFIED ARBORIST OR LICENSED
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LANDSCAPE ARCHITECT TO MONITOR CONSTRUCTION ACTIVITIES NEAR THE RETAINED TREES AND ENSURE THEY ARE PROTECTED AND/ OR TO
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PRUNE BRANCHES AND ROOTS, FERTILIZE, AND WATER AS APPROPRIATE. MONITORING AND OTHER REQUIRED TREE PROTECTION MEASURES
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DURING CONSTRUCTION ( RMC 4-4-130H. 9) SHALL BE INCORPORATED INTO THE CIVIL CONSTRUCTION PERMIT PLANS TO BE REVIEWED AND
APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE.
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12. THE APPLICANT SHALL SUBMIT REVISED LANDSCAPE PLANS WITH THE CIVIL CONSTRUCTION PERMIT APPLICATION THAT PROVIDES TREES,
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SHRUBS, AND GROUND COVER PLANTING BETWEEN THE LOCK AND LOAD RETAINING WALL TERRACES WITH DETAIL SHEETS OF THE WALL
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MATERIALS. THE REVISED LANDSCAPE PLANS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO
PERMIT ISSUANCE.
13. THE APPLICANT SHALL SUBMIT REVISED GRADING AND LANDSCAPE PLAN WITH THE CIVIL CONSTRUCTION PERMIT APPLICATION THAT PROVIDES
A MINIMUM SETBACK OF THREE FEET FROM THE RIGHT- OF -WAY FOR THE PROPOSED ROCKERIES LOCATED ON THE PERKINS PROPERTY AT
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2623 UNION AVE NE. THE SETBACK SHALL BE LANDSCAPED WITH TREES, SHRUBS, AND GROUNDCOVER. DETAIL SHEETS OF THE PROPOSED
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ROCKERIES SHALL BE PROVIDED WITH THE PLANS. THE REVISED PLANS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING
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PROJECT MANAGER PRIOR TO PERMIT ISSUANCE.
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14. THE APPLICANT SHALL SUBMIT A COLOR PALETTE FOR EACH NEW SINGLE-FAMILY HOME BE SUBMITTED WITH THE FINAL PLAT APPLICATION.
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THE COLOR PALETTE SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PLAT RECORDING.
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1 RECORD DRAWINGS AS BUILT TJS 1/12/22 BJT suRmm: SCALE:
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BENCHMARK
VERTICAL: NAVD 1988
N/A HORIZONTAL-NAD 1983/1991
DESIGN
TJS
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FOUND PUNCHMARK IN 1 �4" BRASS FOUND PUNCHMARK IN �" BRASS PIN
DRAWN:
DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE
TJS ONE INCH DATUM
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0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017)
CHECKED: AT FULL SCALE
BJT
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HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11)
IF NOT ONE INCH
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NAD 83/ 11 NAVD 88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30
N 0. R EVI S 10 N BY DATE AP P R APPROVED: SCALE ACCORDINGLY
BJT
SEPA CONDITIONS:
1. CLEARING AND GRADING OF THE SUBJECT PROPERTY SHALL BE LIMITED TO MAY 1 TO
SEPTEMBER 30.
2. THE APPLICANT SHALL COMPLY WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL
REPORT, PROTECTED SLOPE ANALYSIS, AND RESPONSE TO GEOENGINEERS SECONDARY
REVIEW COMMENTS PREPARED BY TERRA ASSOCIATES INC. DATED JULY 19, 2017, JUNE
18, 2018, AND AUGUST 14, 2018, RESPECTIVELY, AND ANY FUTURE ADDENDA TO SUCH
REPORTS.
3. THE APPLICANT'S GEOTECHNICAL ENGINEER SHALL REVIEW THE PROJECT'S CONSTRUCTION
PLANS TO VERIFY COMPLIANCE WITH THE GEOTECHNICAL REPORT(S). THE GEOTECHNICAL
ENGINEER SHALL SUBMIT A SEALED LETTER STATING THAT HE/SHE HAS REVIEWED THE
CONSTRUCTION PLANS AND IN THEIR OPINION THE PLANS AND SPECIFICATIONS MEET THE
INTENT OF THE REPORT(S).
4. THE APPLICANT'S GEOTECHNICAL ENGINEER SHALL IDENTIFY THOSE CONSTRUCTION
ACTIVITIES WHERE OBSERVATION ONSITE BY A LICENSED GEOTECHNICAL ENGINEER SHOULD
OCCUR. THOSE IDENTIFIED ACTIVITIES SHALL BE CLEARLY STATED ON THE CONSTRUCTION
PLANS TO BE SUBMITTED FOR REVIEW AND APPROVAL BY THE CIVIL PLAN REVIEWER.
5. THE APPLICANT'S GEOTECHNICAL ENGINEER SHALL SEAL AND CERTIFY ALL ROCKERIES AND
RETAINING WALLS REGARDLESS OF HEIGHT ON THE CONSTRUCTION PLANS AND PROVIDE
LONG TERM MAINTENANCE RECOMMENDATIONS FOR FUTURE HOMEOWNERS.
6. IF ANY UTILITIES ARE CONSTRUCTED EAST AND PARALLEL OF THE CENTERLINE WITHIN
UNION AVE NE ALONG THE SUBJECT PROPERTY'S FRONTAGE, THE APPLICANT SHALL
RESTORE THE UNION AVE NE ROADBED (CURB TO CURB) ALONG THE SUBJECT
PROPERTY'S FRONTAGE TO CURRENT CITY STANDARDS PRIOR TO FINAL PLAT RECORDING.
7. IF UTILITIES ARE ONLY CONSTRUCTED WEST AND PARALLEL OF THE CENTERLINE WITHIN
UNION AVE NE ALONG THE SUBJECT PROPERTY'S FRONTAGE, THE APPLICANT SHALL
RESTORE THE GAPS, IF FOUND TO NOT MEET CITY STANDARDS, BETWEEN THE TRENCH
RESTORATIONS WEST AND PARALLEL OF THE CENTERLINE TO CURRENT CITY STANDARDS
PRIOR TO FINAL PLAT RECORDING.
8. THE APPLICANT SHALL VIDEO THE APPROVED HAUL ROUTE PRIOR TO THE BEGINNING OF
CONSTRUCTION TO IDENTIFY THE EXISTING CONDITION OF THE ROADWAY. FOLLOWING THE
COMPLETION OF PLAT INFRASTRUCTURE, THE APPLICANT SHALL VIDEO THE HAUL ROUTE
AGAIN AND IDENTIFY THE POST CONSTRUCTION CONDITION OF THE ROADWAY. THE
APPLICANT SHALL REPAIR THE ROADWAY TO A CONDITION EQUAL OR BETTER TO THE
CONDITION OF THE INITIAL VIDEO. REPAIRS TO THE HAUL ROUTE SHALL BE COMPLETED BY
THE APPLICANT AND REVIEWED AND APPROVED BY THE CIVIL PLAN REVIEWER PRIOR FINAL
PLAT RECORDING.
GEOTECHNICAL NOTE
A QUALIFIED GEOTECHNICAL ENGINEER SHALL OBSERVE THE
FOLLOWING ITEMS DURING CONSTRUCTION:
• SITE STRIPPING
• STRUCTRUAL FILL PLACEMENT
• ROCKERY EXCAVATION, DRAINAGE INSTALLATION
• KEYSTONE WALL CONSTRUCTION, GRID PLACEMENT, BACKFILL,
DRAINAGE INSTALLATION
• DETENTION VAULT EXCAVATION, SUBGRADE, BACKFILL,
DRAINAGE INSTALLATION
• UTILITY TRENCH BACKFILL
• ROADWAY, CURB, SIDEWALK SUBGRADE.
THE GEOTECHNICAL ENGINEER SHALL SEAL AND CERTIFY ALL
ROCKERIES AND RETAINING WALLS REGARDLESS OF HEIGHT ON THE
CONSTRUCTION PLANS AND PROVIDE LONG TERM MAINTENANCE
RECOMMENDATIONS FOR FUTURE HOMEOWNER
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CITY OF
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Planning/Building/Public Works Dept.
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
ASBUILT CONDITIONS OF APPROVAL
FOREST TERRACE PLAT
PULTE GROUP, INC
3535 FACTORIA BLVD S.E., #600
BELLEVUE, WA 98006
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