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Home My WebLink AboutR-374402w zz U w 'o o: CL W c r U) I CL 0 z J z Ill U) cc W I- z Lu U z 0 I- z Lu 1. THE APPLICANT SHALL COMPLY WITH THE TWO MITIGATION MEASIIES ISSUED AS PART OF THE DETtERIANATION OF NOT!- SIGNIFICAla MITIGATED, DATED APRIL 7, 2D14 A ALL EARTHWORI( PEFMI D, IMPLEMENTED BY TEE APPLICANT, SHALL BE CONSISTENT NTH THE RECOMMENDATIONS OF THE (EOTECIWAL REPORT, PREPARED BY 71PPER GEO ASSOCIATES, INC., DATED DECEMBER 11, 2013. B. A SURVEY SHALL BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER THAT CONFORMS TO THE REQUfEIENTS AND STANDARDS OF THE WASHINGTON STATE OFFICE OF ARCHAEOLOGY AND HISTORIC PRESERVATION AND MUST BE CONDUCTED OTTER THE ON -SITE SUPERVISION OF A STATE - APPROVED OTCHAEOLOGISE PRIOR TO CONSTRUCTION PERMIT APPROVAL 2 THE APPLICANT SHALL BE REMO TO SNIT TO THE CURRENT PLANNING PROJECT MANAGER SONG AND LOCATION DETAIL FOR THE REFUSE AND RECYCLABLE DEPOSIT ARE PRIOR TO BUILDING PERMIT APPROVAL ADDITIONALLY, THE APPLICANT WOULD BE REQUIRED TO DEMONSTRATE HOW REFUSE AND RECYCIARIES WOULD BE PRIED UP AND WHERE R WOULD BE LOCATED ON PN7( -IOU DAY TO THE SATISFACTION OF THE CURRENT PLANNING PROJECT MANAGER. THE APPLICANT MAY REQUEST A MODIFICATION OF THE REFUSE /RECY(XABLE ARE REONEIENIS FROM STAFF. .1 THE APPLICANT SOUL BE REMO TO SUBMIT A REVISED LANDSCAPING PLAN DEPICTING 10 -FEET OF LANDSCAPING BETWEEN THE SDEIYALK AND BIRDER ON THE WSTERN PORTION OF THE NORTHERN FAW WHICH INCLUDES SUBSTANTIAL LANDSCIM TEE REVISED LANDSCAPE PLAN SHALL BE SUBMITTED TO AND APPROVED BY RE CUR NT PLAN NIG PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL 4. THE APPLICANT SNAIL REVISE THE SITE PLAN TO DEPICT A WFEREN11AMN IN MATERIALS FOR ALL PEDESIRAN CONECTNNS WARN PARKING AREAS AND/OR DRIVE AISLES ON SITE THE REVISED SITE PLAN STALL BE SUBMITTED TD AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PETER APPROVAL 5. THE A PPUCANT SHALL SUBMIT REVISED ELEVATIONS DEPICTING ADDED ARCHITECTURAL DETAILING ELEMENTS INCLUDING LIGHTING MIXTURES, CONTRASTING MATERIALS, OR SPECIAL DETAILING ALONG THE NORTHERN AND WESTERN FACADES THE REVISED ELEVATIONS STALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO REM PERU APPROVAL 6. THE APPLICANT STALL SUBMIT REVISED ELEVATIONS DEPICTING THE USE OF THE SAME MATERIALS FINDS ON ALL SIDES OF THE BUILDING AS WELL AS ADDITIONAL CHARGES IN MATERIALS AND NOT JUST COLOR OR DIRECTION OF SDIK THE REVISED ELEVATIONS SOUL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PEER APPROVAL THE APPLICANT MAY ALSO WANT TO CONSIDER THE USE OF THE BRIO(, INTEGRALLY COLORED CONCRETE MASONRY OR A SIMILAR HIGH QUALITY WATERIAL, TO GROUND THE ENTIRE BUILDING FOR A HECHT APPROPRIATE TO THE SCALE OF THE STRUCTURE 7. THE APPLICANT SHALL S EMIT A MATERIALS BOARD SUBJECT TO THE APPROVAL OF THE CURRENT PLANNING PROECT MANAGER PRIOR TO RUNG POW APPROVAL ACCEPTABLE MATERIALS INCLUDE A COMBINATION OF BRICK, HTEGRMLY COLORS OONCIEIE MASONRY PRE-FINISHED METAL, STONE, SLEET, GLASS, CASEIN -PLACE CONCRETE, OR OTTER HIGH QUALITY MATERIAL. 8. THE APPLICANT SHALL BE REMO TO PROVIDE A UG TNG PLAN THAT ADEQUATELY PROVIDES FOR PUBLIC SAFETY WITHOUT CASTING ID SSVE GLARE ON ADJACENT PROPERTIES AT THE TIME OF BUILDING PERMIT REVEWW, THE LICKING PLAN STALL BE SIBIITRD TO, AND APPROVED BY, THE CURRENT PLANING PROJECT MANAGER PRIOR TO RUNG PEW APPROVAL I THE APPLICANT SHALL SAINT A REWSD SITE PLAN DEPICTING BICYCLE PARKING IN CONFORMANCE WITH RMC 44- 090F.11. THE REVISED SHE PLAN SOUL BE S llwTED TO AND APPROVED BY THE CURRENT PLANNING PROECT MANAGER PRIOR TO DAM PEROT APPROVAL 10. TIE APPLICANT SOUL BE REMO TO SUBMIT A RECORDED RELEASE OF EASEMENT FOR THE PORTION OF WATER MAN LIM THE PROPOSED BUILDING POW RE RELEASE OF EASEMENT SHALL BE SUBMITTED TO THE CURRENT PLANNING PLAN REVIEWER PRIOR TO COMM PERMIT APPROVAL 11. THE APPLICANT SHALL BE REQUIRED TO AND /ON RELOCATE THE PROPOSED STRUCTURE TO AVID ENCROACHMENT INTO THE OEM SEWER MAN EASEMENT N THE SOUTHERN PORTION OF THE STE. THE "SED SITE PLAN SHALL BE SUBMITTED TO, AND APPROVED BY THE PLAN REVIEWER PRIOR TO CONSTRUCTION PERMIT APPROVAL 12. THE APPLICANT SOUL BE REMO TO RECORD THE NECESSARY COVENANTS ON DECLARATIONS OF RESTRICTION OF THE PROPERTY TO ENSUE THAT NO CHILDREN DULL RESIDE IN THE DEVELOPMENT. THE RECORDED DOCUMENTS SHALL BE SLURRIED TO BY THE NRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PE15U APPROVAL 11 F NOT DOE SO ALREADY, STAFF 9141.1. VERITY WIETIER THE PROPOSAL CAN BE MADE TO CONTRIBUTE TO TRMNW FACILITIES AS CON9SIENT WTH THE INTENT OF INC 4- 9- 20093XDXIV) AND CONDITION THE PROJECT ACCORDINGLY. ALL WORK AND WOW MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECRICATI NS OF THE CITY OF RENTON PLANNING/BIALDING/PUE IC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WaDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS @ SPECIFICATIONS A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF YORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS 01HERNSE APPROVED IN WRITING BY THE PLANNING/BULDING/PUBIIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WOW WITHIN PUBLIC RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROOMATE AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE 4. A PRE - CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACRflWNG ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTTER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PANS APPROVED BY THE CITY OF RENTON, PUBUC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. BACKFILL SHALL BE PACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES MAXMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAVERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPETE THE FILL OVER PPE SHALL BE THE SAME AS DESCRIBED. It OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACIGIUEO NTH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY. 12 DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS 07HMNSE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE FLANS 13. ALL DISTURBED AREAS SHALL BE SEETHED AND MULCHED OR OTHERWISE STABILIZED TU THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COFIEDON OF CONSTRUCTION. It ALL PIPE AND APPURTENANCES SHALL BE WD N A PROPERLY PREPARED FOUNDATION N ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILONG/PUBUC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSUOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON N THE RENTON STANDARD PLANS k SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM ON THE TOP OF THE FOUNDATION MATERIAL. AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GLADE SO THAT THE BRIE LENGTH OF THE PIPE WILL BE SUPPORTED N A UNIFORMLY DENSE, UNYIELDING BASE PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKEIED ASTM D 3034, SN 35, ON DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UNITY. 16, IN UNIMPROVED AREAS, MANHOLE TO DDEND MINIMUM 6 INCHES AND MAXMUM 12 INCHES ABOVE FINISHED GRADE N MUST HAVE MNMUM 7 DIAMETER CONCRETE RING POURED AT GRADE IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. G CM ENGNEERM 250 4TH AVE. S, SURE 200 EDMONDS. WASHINGTON DOM PHONE (425) 778 -8700 FAX (425) 778 -5536 NO. REVISION 1. ALL WORK AND MATERIALS SHALL BE N ACCORDANCE WITH THE LATEST EDBIGN OF THE CITY OF RENTON PUBLIC WOW STANDARD SPEGFICATIONS AND SPECIAL PROVISIONS AND WSDOT I APWA STANDARD S'ECFICADONSLATEST EDITOR AS AMENDED BY THE CITY OF REHM A SET OF CITY APPROVED PLANS SHALL BE KEPT ATTE JOB SITE WIIETM CONSTRUCTION IS N PROGRESS. A PRE - CONSTRUCTION CONFERENCE STALL BE HELD PRIOR TO THE START OF CONSIRIICTION.TRE CONTRACTOR AND OR DEVELOPER SHALL BE FE99ME FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSIRUCTBNL I ALL EMSNG UTILITIES STALL REMAIN N SERVICE DINING COISIRUCTION DRESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1 -B00- 424 -5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. I ALL MATERIALS USED FOR THE COHSTRUCRON OF WATER SYSTEM IMPROVEMENTS STALL BE NEW AND UNDAYAGED,AND CATALOG CUTS' FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON -SHE 4. ALL WATER MAN PIPE MATERIALS SHALL BE CBOT LINED DUCTILE IRON PIPE,TIAOOESS CLASS 52 PERAWWA C 151AND CHIC PIPE JOINTS SHALL BE PU91 -014 OR MECHANICAL JOINT. CASE NON OR DUCIDE NON PPE FITTINGS SOUL BE CLASS 250 AS PER ANSTIAWWA CI10lA21.10 -82 ALL DUCTILE RAIN PPE AND FITTINGS SHALL BE WRAPPED WITH 8-M. BLACK, TUBE - TYPE, POLYIIHttBE PLASTIC PERAWWAC105 STANDARDS 5. WNW COVER FROM TOP OF WATER MANS TO FINISHED GRADE SHALL BE WINCES FOR PIPE METER OF 10-MCH OR LESS AND 481NCHES FOR PIPE METER OF 12-M AND LARGER MAXIMUM GIVER FOR ALL WATER MANS SHALL BE 60 INDIES ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR. THE PROFILE OF THE WATER MAN STALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MM M 0OVER. PIPE DEFLECTION SHALL NOT EXCEED OE -HALF OF PIPE MANUFACTURERS SPECIFICATION FOR S12E OF PIPE USED. ALL TRENCH BACIGBL SHALL BE COMPACTED TO 95 PERCENT MAXOIUM DRY DENSITY AS DETERIIE.D BY THE MODIFIED PROCTOR TEST METHOD (LDD) IN ROADWAYS,ROADWIAY SHOIRDEFUCADWAY PRISM AND DRIVEWAY$AND 85 PERCENT MOD IN UNPAVED AREAS ALL PIPE ZONE COMPACTION SNAIL BE 95 LTD. 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESGNSINSTAL ED AND POURED IN PLACE IN ACCORDANCE METH CITY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HMMffAL BENDVmNGS AND BASE OF HYDRANTS MEGA -DUGS (OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECIUTBCAL ONUS IN ADDITION TO CONCRETE BLOCKING. 7. ALL NEW WATER MAN PIPES AND FITTINGS STALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED, DSI FECTED,AND TESTED. MEARKPRESSUIRE AND PURITY TESTING SHALL BE DOE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UNITY INSPECTOR. THE CONTRACTOR SHMISUPPLYJNSTAU.AND REMOVE PILUGS, CORPORATION SIOP$NDW-OF ASMJBIE.S,AID THRUST RESTRAINT I BLOGIO FOR TESTING AND PURITY ACCEPTANCE NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEVI WET -TM VALVE TO AN EXISTING MAIN UIRM THE NEW PF4D HAS BEEN FOAM- PIGGmJXSNFECIEDAMED,AND PASSED BOTH PRESSURE AND PURITY TESTING. 8. NEW WATER MANS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PS TEST PESSRE FOR 120 MINUTES WITH A MAINUM OF 5 PSIPRESSIIRE DROP DIED THE ENTIRE TEST PERIOD. IRON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LSE SHALL BE DISDEECIEDYLUS ED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR. 9. THE CONTRACTOR BULL NOTIFY THE CITY OF RENTON WATER UWITY AND MAINTENANCE DEPARTMENTS AT (FAST 10 WORKING DAYS PRIOR TO MAI NG CONNECTIONS TO THE OEM WATER SYSTEM. TIME CONTRACTOR STALL EXPOSE THE OEM WATER MAIN AND FITTINGS AT THE CONCT N POINT BEFORE ORDBDD THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR THE FINAL CONKCTION. THE CONTRACTOR SHALL 00VATE,NBIOVE ALL SURFACE MATERIALS AND PROVIDE SHOED AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE DOSING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACIMOONCAETE BLOCING,ARD COMPLETE SURFACE RESTORATION. mm mEmm Eli 10=30, � I F IOC OE MI sYC Pauoar R- 314402 CITY OF RENTON APPROVED BY: - DATE: S•O• /'f APPROVED BY: DATE: APPROVED BY: DATE* APPROVED BY: DATE' Epp CITY F U13006707 RENTON CENTER SENIOR LIVING 07/01/14 CI O RENTON TY O 625 RENTON CENTER WAY DATUM RENTON, WA Planning /Building /Public Works Dept. C2 GENERAL NOTES 2 X12 CT> �Z- IAUK INIk INIAF/ `s a w � N i i z °o n� a. 9�z �z n I' I$ Iz