HomeMy WebLinkAboutR-392302ASBUILT CONDITIONS OF APPROVAL
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HEARING EXAMINERS CONDITIONS
1. THE APPLICANT SHALL COMPLY WITH THE MITIGATION MEASURES ISSUED AS PART OF THE DETERMINATION
OF NON -SIGNIFICANCE MITIGATED, DATED SEPTEMBER 22, 2014 EXCEPT AS MODIFIED BELOW:
0. MDNS CONDITION 1 SHALL BE REVISED AS FOLLOWS:
ALL EARTHWORK PERFORMED, IMPLEMENTED BY THE APPLICANT, SHALL BE CONSISTENT WITH THE
RECOMMENDATIONS OF THE GEOTECHNICAL REPORT, PREPARED BY ASSOCIATED EARTH SCIENCES, INC., DATED
SEPTEMBER 28, 2012 OR CONSISTENT WITH THE RECOMMENDATIONS OF THE FINAL CITY -APPROVED
GEOTECHNICAL REMIT
b. MDNS CONDITION 6 SHALL BE STRICKEN AND REPLACED WITH THE FOLLOWING [AS MODIFIED BY THE
RULING ON RECONSIDERATION]:
THE APPLICANT SHALL REVISE ITS LANDSCAPING PLAN TO PROVIDE FOR A 10 FOOT WIDE ON -SITE
STREET FRONTAGE LANDSCAPE STRIP AS REQUIRED BY RMC 4-4-070(F)(1) FOR ALL LOTS AND A 10 FOOT
WIDE, SITE OBSCURING PERIMETER LANDSCAPING ADJACENT TO AREAS WHERE THE RETAINING WALLS ARE FOUR
OR MORE FEET IN HEIGHT. LANDSCAPING AT MATURITY MUST EXCEED THE HEIGHT OF THE ADJACENT
RETAINING WALL. THE FINAL DETAILED LANDSCAPE PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE
CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. SUCH LANDSCAPING
SHALL INCLUDE A MIXTURE OF TREES, SHRUBS, AND GROUNDCOVER AS APPROVED BY THE DEPARTMENT OF
COMMUNITY AND ECONOMIC DEVELOPMENT.
2. THE APPLICANT SHALL BE REQUIRED TO DEMONSTRATE COMPLIANCE WITH THE MINIMUM 50-FOOT LOT
WIDTH REQUIREMENT FOR ALL LOTS WITH LESS THAN 50 FEET IN WIDTH AT THE FOREMOST POINTS
(WHERE THE SIDE LOT LINES INTERSECT WITH THE STREET RIGHT-OF-WAY LINE) PURSUANT TO RMC
4-11-120. THE AVERAGE DISTANCE BETWEEN THE SIDE LINES CONNECTING FRONT AND REAR LOT LINES
SHALL BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT
APPROVAL.
3. CONDITION NO. 3 HAS BEEN DELETED AS DIRECTED IN THE RULING ON RECONSIDERATION.
4. THE APPLICANT SHALL BE REQUIRED TO SUBMIT A REVISED PLAT AND LANDSCAPING PLAN, WHICH ARE
ELEMENTS OF THE CITY'S REQUIRED CONSTRUCTION PLAN SET, DEPICTING CURB BULBOUTS AT STREET
INTERSECTIONS WHERE ON -STREET PARKING IS LOCATED OR CALLING FOR NO CURB BULBOUTS AND
INSTALLATION OF "NO PARKING" DESIGNATIONS WHERE STREET PARKING IS PROHIBITED AT STREET
INTERSECTIONS. THE REVISED PLAT AND LANDSCAPING PLAN SHALL BE SUBMITTED TO AND APPROVED BY
THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL.
5. THE APPLICANT SHALL ELIMINATE INDIVIDUAL ACCESS DIRECTLY FROM INTERNAL PUBLIC STREETS FOR
THOSE LOTS ABUTTING PRIVATE STREETS AND/OR SHARED DRIVEWAY ACCESS EASEMENTS, SPECIFICALLY
LOTS 12-14, LOTS 15-17, LOTS 38-40 AND LOTS 78-81 IN SHARED DRIVEWAYS. SAID LOTS SHALL
BE REQUIRED TO TAKE ACCESS FROM THE ABUTTING PRIVATE STREET AND/OR ACCESS EASEMENT AND
SHALL NOT EXCEED ACCESS THRESHOLDS PURSUANT TO RMC 4-6-060.J AND K. LOT 11 MAY ACCESS
THE PUBLIC STREET DIRECTLY. THE REVISED PLAT PLAN SHALL BE SUBMITTED TO, AND APPROVED BY,
THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. FURTHERMORE,
THE ACCESS RESTRICTION FOR SUCH LOTS IS REQUIRED TO BE NOTED ON THE FACE OF THE FINAL PLAT
PRIOR TO RECORDING.
6. THE APPLICANT SHALL REVISE THE PROPOSED MITIGATION PLAN TO DEPICT ALL RETAINING WALLS ON SITE,
INCLUDING LOCK & LOAD WALLS ON THE NORTH AND EAST SIDES OF WETLANDS B AND C. THE
APPLICANT SHALL ALSO IDENTIFY IF PROPOSED WALLS ARE ANTICIPATED TO IMPACT CRITICAL AREA
BUFFERS AND PROVIDE APPROPRIATE MITIGATION FOR SUCH IMPACTS. A FINAL MITIGATION PLAN,
PURSUANT TO RMC 4-8-120.W, SHALL BE SUBMITTED TO, AND APPROVED BY THE CURRENT PLANNING
PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL.
7. THE TEMPORARY BUFFER IMPACTS CONSISTING OF MINOR INTRUSIONS OR DISTURBANCE FROM
CONSTRUCTION ACTIVITIES SHALL BE RESTORED WITH APPROPRIATE GRADING, SOIL AMENDMENTS, AND THE
PLANTING OF NATIVE SPECIES TO THE SATISFACTION OF THE CURRENT PLANNING PROJECT MANAGER.
THE REVISED MITIGATION PLAN SHALL BE SUBMITTED TO AND APPROVED BY, THE CURRENT PLANNING
PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL.
8. THE EXISTING WETLAND MITIGATION PLAN ALREADY ASSURES THAT 1,331 SQUARE FEET OF ADDITIONAL
WETLAND BUFFER AREA IS BEING PROVIDED TO MITIGATE FOR BOTH EXISTING BUFFER IMPACTS TO
WETLAND E THAT ARE NOT ASSOCIATED WITH THE PLAT, AS WELL AS THE LOSS OF 14 SQUARE FEET OF
THE WETLAND E BUFFER WHICH LOSS IS ASSOCIATED WITH THE EXTENSION OF SE 18TH STREET. TO
PROVIDE AN ADDITIONAL OFFSET FOR THE IMPACTS RESULTING FROM THE REQUESTED EXEMPTION
ASSOCIATED WITH THE FILL OF 14 SQUARE FEET OF BUFFER TO EXTEND SE 18TH STREET. THE
APPLICANT HAS AGREED TO PROVIDE AND SHALL PROVIDE ENHANCEMENT TO THE WETLAND E BUFFER
IMMEDIATELY ABUTTING SE 18TH STREET, AS WELL AS ENHANCED PLANTINGS ADJOINING THAT BUFFER
AREA WITHIN TRACT M. A REVISED MITIGATION PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE
CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL.
9. THE APPLICANT SHALL BE REQUIRED TO ESTABLISH A NATIVE GROWTH PROTECTION EASEMENT OVER
THOSE PARTS OF THE SITE ENCOMPASSING WETLANDS AND THEIR ASSOCIATED BUFFERS AND PLACE
FENCING AND SIGNAGE ALONG THE OUTER BUFFER EDGE PRIOR TO FINAL PLAT APPROVAL.
10. THE APPLICANT SHALL BE REQUIRED TO SUBMIT A FILL SOURCE STATEMENT IF FILL MATERIALS ARE
BROUGHT TO THE SITE IN ORDER TO THE CITY TO ENSURE ONLY CLEAN FILL IS IMPORTED PRIOR TO
CONSTRUCTION.
11. THE APPLICANT SHALL PROVIDE A FINAL TREE RETENTION PLAN, COMPLYING WITH THE 30% TREE
RETENTION SEPA MITIGATION MEASURE WHILE DEMONSTRATING PROPOSED RETAINING WALLS WOULD NOT
IMPACT TREES PROPOSED FOR RETENTION. THE FINAL TREE RETENTION PLAN SHALL BE SUBMITTED TO,
AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT
APPROVAL.
12. THE APPLICANT SHALL SUBMIT A REVISED PLAT PLAN, WHICH IS AN ELEMENT OF THE CITY'S REQUIRED
CONSTRUCTION PLAN SET, DEPICTING A SAFE PEDESTRIAN CROSSING, ACROSS THE 124TH PLACE SE
EXTENSION, FOR THE SEATTLE WATERLINE PEDESTRIAN TRAIL. THE REVISED PLAT PLAN, AS PART OF THE
CONSTRUCTION PLAN SET, SHALL BE SUBMITTED TO, AND APPROVED BY THE CURRENT PLANNING
PROJECT MANAGER, COMMUNITY SERVICES DEPARTMENT, AND THE TRANSPORTATION DEPARTMENT PRIOR TO
CONSTRUCTION PERMIT APPROVAL.
13. THE APPLICANT SHALL BE REQUIRED TO OBTAIN RIGHT-OF-WAY OR A PUBLIC ACCESS EASEMENT
THROUGH THE CEDAR RIVER PIPELINE, FOR THE EXTENSION OF 124TH PLACE SE, TO THE SATISFACTION
OF THE PLAN REVIEWER PRIOR TO CONSTRUCTION PERMIT APPROVAL.
14. PEDESTRIAN LIGHTING SHALL BE DEPICTED ON THE LIGHTING PLAN AT THE ENTRANCES OF TRACTS C AND
E (FROM THE PROPOSED RIGHT-OF-WAY). THE LIGHTING PLAN SHALL BE SUBMITTED TO, AND APPROVED
BY, THE CURRENT PLANNING PROJECT MANAGER AND THE PLAN REVIEWER PRIOR TO CONSTRUCTION
PERMIT APPROVAL.
FOR
ALL UlM AT TIFFANY PARK
PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21,
TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON
15. THE PRELIMINARY PLAT PLAN SHALL BE REVISED SO THAT NO MORE THAN 4 LOTS MAY GAIN ACCESS VIA
A SHARED DRIVEWAY AND THAT AT LEAST ONE SUCH LOT SHALL MEET MINIMUM LOT WIDTH REQUIREMENTS
ALONG A STREET FRONTAGE PURSUANT TO RMC 4-7-170.D (A MINIMUM OF 80% OR THE REQUIRED LOT
WIDTH/40 FEET OR 35 FEET ALONG A STREET CURVE). THE LOT(S) WHICH PROVIDES PHYSICAL
FRONTAGE ALONG THE STREET SHALL ONLY BE ALLOWED VEHICULAR ACCESS FROM THE SHARED PRIVATE
DRIVEWAY. IN ORDER TO PROVIDE SHARED ACCESS, LOTS 14, 17 AND 3 SHALL BE WIDENED TO 35
FEET AND TAKE PRIMARY ACCESS FROM THE SHARED DRIVEWAY. THE REVISED PLAT PLAN SHALL BE
SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION
PERMIT APPROVAL.
16. THE PLAT PLAN SHALL BE REVISED SO THAT ALL LOTS HAVE NO LESS THAN A 40-FOOT LOT WIDTH
WHERE SIDE LOT LINES INTERSECT WITH THE STREET RIGHT OF WAY OR FOR RADIAL LOTS BE A MINIMUM
OF 35 FEET IN WIDTH. SPECIFICALLY, PROPOSED LOTS 14, 17, AND 38 WOULD BE REQUIRED TO BE
WIDENED TO 35 FEET IN ORDER TO COMPLY WITH THE CONDITION. THE REVISED PLAT PLAN SHALL BE
SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION
PERMIT APPROVAL.
17. THE APPLICANT SHALL SUBMIT A REVISED PLAT PLAN DEPICTING THE ELIMINATION OF ALL PIPESTEM LOTS
(LOTS WHICH ARE LESS THAN 40 FEET IN WIDTH WHERE THE SIDE LOT LINES INTERSECT WITH THE
STREET RIGHT-OF-WAY OR FOR RADIAL LOTS ARE LESS THAN 35 FEET) WITHIN THE SUBDIVISION.
SPECIFICALLY, PROPOSED LOTS 12, 14, 15, 17, 38, 40, AND 79 WOULD BE REQUIRED TO BE ELIMINATED
OR REVISED TO MEET MINIMUM FRONTAGE WIDTH REQUIREMENTS. THE APPLICANT MAY ALSO SUBMIT AN
ALTERNATIVE PLAT PLAN WHICH INCLUDES A COMBINATION OF ALL LOTS FRONTING ONTO A PUBLIC
STREET MEETING MINIMUM LOT WIDTHS AND THOSE PORTIONS OF THE LOTS NOW PROPOSED FOR SHARED
DRIVEWAY/ACCESS EASEMENTS COULD BE PLACED IN SHARED DRIVEWAY TRACTS WITH EASEMENTS PLACED
OVER THEM PURSUANT TO RMC 4-6-060, STREET STANDARDS. THE REVISED PLAT PLAN SHALL BE
SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION
PERMIT APPROVAL.
18. ANY PROPOSAL TO CONVERT THE STORMWATER VAULT WITHIN TRACT A TO A STORMWATER DETENTION
POND BE CONSIDERED A MAJOR PLAT AMENDMENT SUBJECT TO THE REQUIREMENTS OUTLINED UNDER
RMC 4-7-080M.2.
19. THE APPLICANT SHALL BE REQUIRED TO CREATE A HOMEOWNERS' ASSOCIATION AND MAINTENANCE
AGREEMENT(S) FOR THE SHARED UTILITIES, LANDSCAPE AREAS AND MAINTENANCE AND RESPONSIBILITIES
FOR ALL SHARED IMPROVEMENTS OF THIS DEVELOPMENT. A DRAFT OF THE DOCUMENT(S) SHALL BE
SUBMITTED TO CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL BY THE CITY
ATTORNEY AND PROPERTY SERVICES SECTION PRIOR TO THE RECORDING OF THE FINAL PLAT.
20. THE APPLICANT SHALL SUBMIT THE RESULTS OF THE PHASE I ENVIRONMENTAL SITE ASSESSMENT TO THE
CITY FOR REVIEW. APPROPRIATE MITIGATION, IF ANY, SHALL BE COMPLETED PRIOR TO ISSUANCE OF
BUILDING PERMITS.
21. ALL ROAD NAMES SHALL BE APPROVED BY THE CITY.
22. EASEMENTS MAY BE REQUIRED FOR THE MAINTENANCE AND OPERATION OF UTILITIES AS SPECIFIED BY
THE DEPARTMENT.
23. SANITARY SEWERS SHALL BE PROVIDED BY THE DEVELOPER AT NO COST TO THE CITY AND DESIGNED IN
ACCORDANCE WITH CITY STANDARDS. SIDE SEWER LINES SHALL BE INSTALLED EIGHT FEET (8') INTO
EACH LOT IF SANITARY SEWER MAINS ARE AVAILABLE, OR PROVIDED WITH THE SUBDIVISION DEVELOPMENT.
24. ANY CABLE TV CONDUITS SHALL BE UNDERGROUNDED AT THE SAME TIME AS OTHER BASIC UTILITIES ARE
INSTALLED TO SERVE EACH LOT. CONDUIT FOR SERVICE CONNECTIONS SHALL BE LAID TO EACH LOT
LINE.
25. CONCRETE PERMANENT CONTROL MONUMENTS SHALL BE ESTABLISHED AT EACH AND EVERY CONTROLLING
CORNER OF THE SUBDIVISION. INTERIOR MONUMENTS SHALL BE LOCATED AS DETERMINED BY THE
DEPARTMENT. ALL SURVEYS SHALL BE PER THE CITY OF RENTON SURVEYING STANDARDS. ALL OTHER
LOT CORNERS SHALL BE MARKED PER THE CITY SURVEYING STANDARDS. THE SUBDIVIDER SHALL INSTALL
ALL STREET NAME SIGNS NECESSARY IN THE SUBDIVISION.
26. [THIS CONDITION ADDED AS DIRECTED BY THE RULING ON RECONSIDERATION TO ADDRESS ROOF
RUN-OFF]. ROOF RUN-OFF THAT IMPACTS WETLANDS SHALL NOT BE ALLOWED MIX WITH POLLUTING
SURFACES. CATEGORY 2 WETLANDS MAY NOT BE STRUCTURALLY OR HYDROLOGICALLY ENGINEERED FOR
RUNOFF QUANTITY OR QUALITY CONTROL AS REQUIRED BY KCSWDM REFERENCE 5. CITY STAFF SHALL
REQUIRE DESIGN ADJUSTMENTS AS AUTHORIZED BY KCSWDM 1.2 TO THE EXTENT NECESSARY TO PREVENT
ADVERSE IMPACTS TO WETLAND HYDROLOGY CAUSED BY ROOF RUNOFF.
2 REVISED PER CITY COMMENT
1 ASBUILT
NO.
REVISION
SEPA CONDITIONS:
1. ALL EARTHWORK PERFORMED, IMPLEMENTED BY THE APPLICANT, SHALL BE CONSISTENT WITH THE
RECOMMENDATIONS OF THE GEOTECHNICAL REPORT, PREPARED BY ASSOCIATED EARTH SCIENCES, INC.,
DATED SEPTEMBER 28, 2012.
2. THE FINAL DRAINAGE REPORT SHALL INCLUDE A MORE DETAILED DOWNSTREAM ANALYSIS. PURSUANT TO
KCSWDM 1.2.2.1, A LEVEL 2 DOWNSTREAM ANALYSIS FOR 1 /4 MILE FROM THE PROJECT SITE IS
REQUIRED. THE APPLICANT SHOULD NOTE THAT LEVEL 3 FLOW CONTROL COULD BE REQUIRED AS PART
OF THE LEVEL 2 DOWNSTREAM ANALYSIS. A REVISED FINAL DRAINAGE REPORT AND ASSOCIATED PLANS,
BASED ON THE 2009 KING COUNTY SURFACE WATER DESIGN MANUAL AS AMENDED BY THE CITY OF
RENTON, IS REQUIRED TO BE SUBMITTED TO THE SATISFACTION OF THE PLAN REVIEWER PRIOR TO
CONSTRUCTION PERMIT APPROVAL. THE APPLICANT SHALL ALSO BE REQUIRED TO COMPLY WITH, AND
IMPLEMENT, ANY RECOMMENDED MITIGATION MEASURES INCLUDED IN THE REVISED DRAINAGE REPORT.
3. THE APPLICANT SHALL BE REQUIRED TO RETAIN 30% OF THE SIGNIFICANT TREES ON SITE WITH
EXCLUSIONS FOR THOSE TREES THAT ARE CONSIDERED DEAD, DISEASED, OR DANGEROUS, TREES LOCATED
WITHIN PROPOSED RIGHTS -OF -WAY, AND TREES LOCATED WITHIN THE CRITICAL AREAS AND THEIR
ASSOCIATED BUFFERS.
4. THE APPLICANT SHALL BE REQUIRED TO PROVIDE, TO THE CURRENT PLANNING PROJECT MANAGER, TREE
RETENTION INSPECTION/MONITORING REPORTS AFTER INITIAL CLEARING, FINAL GRADING, AND ANNUALLY
FOR TWO YEARS BY A QUALIFIED PROFESSIONAL FORESTER. THE INSPECTION/MONITORING REPORTS
SHALL IDENTIFY ANY RETAINED TREES THAT DEVELOP PROBLEMS DUE TO CHANGING SITE CONDITIONS AND
PRESCRIBE MITIGATION. THE APPLICANT SHALL ALSO BE REQUIRED TO COMPLY WITH, AND IMPLEMENT,
ANY RECOMMENDED MITIGATION MEASURES INCLUDED IN THE INSPECTION REPORTS.
5. THE APPLICANT SHALL BE REQUIRED TO SUBMIT A MITIGATION PLAN, PREPARED BY A QUALIFIED
PROFESSIONAL, WHICH WILL ADDRESS VERMIN ABATEMENT DURING PROJECT GRADING AND SITE
IMPROVEMENTS. THE VERMIN ABATEMENT MITIGATION PLAN SHALL BE SUBMITTED TO, AND APPROVED BY,
THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. THE APPLICANT
SHALL ALSO BE REQUIRED TO COMPLY AND IMPLEMENT ANY RECOMMENDED MITIGATION ACCORDING TO AN
APPROVED PLAN.
6. A MINIMUM 15-FOOT WIDE PARTIALLY SIGHT OBSCURING LANDSCAPE BUFFER ALONG THE PERIMETER OF
THE SITE SHALL BE PROVIDED. THE 15-FEET WOULD ALLOW FOR THE OFFSET OF TREE PLANTING, AS
OPPOSED TO A LINEAR TREE LINE, WHICH WOULD CREATE A MORE NATURAL BUFFER IN KEEPING WITH
THE EXISTING CHARACTER OF THE SITE. SUCH LANDSCAPING OR LANDSCAPE PLUS FENCING SHALL BE,
AT MINIMUM, 6-FEET HIGH AT MATURITY AND AT LEAST 50% SIGHT -OBSCURING. EXISTING MATURE TREES
ARE LOCATED WITHIN THIS 15 FOOT BUFFER SHOULD BE MAINTAIN AND PROTECTED DURING
CONSTRUCTION UNLESS DETERMINED BY AN ARBORIST THAT SUCH TREE IS DEAD, DISEASED, OR
DANGEROUS. (MODIFIED PER HEARING EXAMINERS CONDITION NUMBER 1.B)
7. THE APPLICANT SHALL INSTALL A STOP SIGN WITH A STOPLINE IN THERMOPLASTIC ON THE SOUTHBOUND
APPROACH OF MONROE AVE SE TO SE 18TH ST IN ORDER TO ADDRESS THE SIGHT DISTANCE CONCERNS
AT THIS INTERSECTION PRIOR TO FINAL PLAT APPROVAL. THE FINAL DESIGN IS SUBJECT TO FINAL
CONSTRUCTION PERMIT REVIEW PRIOR TO CONSTRUCTION PERMIT ISSUANCE.
8. THE APPLICANT SHALL SUBMIT A REVISED TIA INCLUDING AN ANALYSIS OF THE 124TH PLACE SE AND SE
158TH ST INTERSECTION SIGHT DISTANCE AND RECOMMEND APPROPRIATE MITIGATION. THE REVISED TIA
SHALL BE SUBMITTED TO, AND APPROVED BY, THE PLAN REVIEWER PRIOR TO UTILITY CONSTRUCTION
PERMITS. THE APPLICANT SHALL ALSO BE REQUIRED TO COMPLY WITH, AND IMPLEMENT, ANY
RECOMMENDED MITIGATION MEASURES INCLUDED IN THE REVISED TIA.
9. THE APPLICANT SHALL INSTALL DIRECTIONAL INFORMATION SIGNAGE (WHITE LETTERS ON GREEN
BACKGROUND) AT S PUGET DRIVE AND 116TH AVE SE FACING WEST PRIOR TO FINAL PLAT APPROVAL.
THE SIGNS SHALL READ "TIFFANY PARK" WITH A LEFT ARROW AND "CASCADE" WITH A RIGHT ARROW.
THE FINAL DESIGN IS SUBJECT TO FINAL CONSTRUCTION PERMIT REVIEW PRIOR TO CONSTRUCTION PERMIT
ISSUANCE.
10. AN ADDITIONAL CROSSROAD (W2-1 SYMBOL) WARNING SIGN WITH A 15MPH ADVISORY SPEED SHALL BE
INSTALLED BY THE APPLICANT ON THE SOUTHWEST DIRECTIONAL APPROACH TO BEACON WAY SE, ALONG
THE NORTH SIDE OF SE 16TH ST (EAST OF BEACON WAY SE). THE FINAL DESIGN IS SUBJECT TO FINAL
CONSTRUCTION PERMIT REVIEW PRIOR TO CONSTRUCTION PERMIT ISSUANCE.
11. THE APPLICANT SHALL PROVIDE A MARKED CROSSWALK AT THE INTERSECTION OF SE 18TH ST AND LAKE
YOUNGS WAY SE PRIOR TO FINAL PLAT APPROVAL. THE FINAL DESIGN IS SUBJECT TO FINAL
CONSTRUCTION PERMIT REVIEW PRIOR TO CONSTRUCTION PERMIT ISSUANCE.
SPECIAL NOTE:
THE CONDITION OF APPROVAL SHOWN ON THIS PAGE
ARE THE FINAL REVISED CONDITIONS AS AFFIRMED
BY THE CITY COUNCIL ON 6/8/15.
CITY OF RENTON
E�)EPAFiTMENT OF PUBLIC WORKS
APPROVED BY
APPROVED BY
APPROVED BY
DATE
DATE
DATE
APPROVED BY DATE
SURVEYED: SCALE:
VERTICAL: NAVD 1983
83/1 CONDITIONS OF APPROVAL
DESIGNED: HORIZ.: N/A HORIZONTAL: NAD 1983/1991 ,6 CITY 01-
VERT.: N/A ASBUILT - ALLURA AT TIFFANY PARK
�T RENTON
BK 1/20/1 BJT DRARAG �` MAINVUE WA, LLC
BK 11 2 18 BJT CHECKED: ONE INCH DATUM
/ / AT FULL SCALE Plonning/Building/Public Works Deft. 1110112TH AVE NE SUITE 202
RAG IF NOT ONE INCH 7
BY DATE APPR APPROVED:
SCALE ACCORDINGLY BELLEVUE, WA 98004
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