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HomeMy WebLinkAboutSunset Court Civil As-Builts combined set.pdf7 / 1 8 / 2 0 1 7 7/18/2017 HARRINGTON AVE NE HA R R I N G T O N P L N E - V A C A T E D 11TH AVE NGLENNWOOD AVE NEHa r r i n g t o n P l N E 1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcPROEERALENGINFESSION NOTGS TAT ATWFOENIHSEREDREGISLAURIEJ.PFARRCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSDEVELOPMENT ENGINEERINGAnn Fowler 07/13/2017CURRENT PLANNINGmherrera 07/14/2017SURFACE WATER UTILITYrstraka 07/14/2017 11NOT USED10MOVEABLE SUMP AND PUMP4INTERCEPTOR SWALE1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcPROEERALENGINFESSION NOTGS TAT ATWFOENIHSEREDREGISLAURIEJ.PFARRCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS9CITY OF RENTON STD 211.00 - SEDIMENT TRAP6CITY OF RENTON STD 214.00 - SILT FENCE8CONSTRUCTION FENCING7SILT DIKE3TREE PROTECTION FENCING2CITY OF RENTON STD 215.10 - STABILIZED CONSTRUCTION ENTRANCE1CITY OF RENTON STD 216.30- CATCH BASIN FILTER5CITY OF RENTON STD 213.30 - PLASTIC COVERINGDEVELOPMENT ENGINEERINGAnn Fowler 07/13/2017SURFACE WATER UTILITYrstraka 07/14/2017 1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcPROEERALENGINFESSION NOTGS TAT ATWFOENIHSEREDREGISLAURIEJ.PFARRCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSDEVELOPMENT ENGINEERINGAnn Fowler 07/13/2017SURFACE WATER UTILITYrstraka 07/14/2017 2'-412"2'-212"5'-3"2'-312"1'-1012"3"6'-0"4'-0"3'-4"8"1'-03 4"2 1/2"314"212"111-CARTRIDGE CATCHBASIN - PLAN VIEWC2B2113 4"1A1-CARTRIDGE CATCHBASIN - SECTION VIEW2B1-CARTRIDGE CATCHBASIN - SECTION VIEW2C1-CARTRIDGE CATCHBASIN - SECTION VIEW311-CARTRIDGE CATCHBASIN - TOP VIEW33" TO 35"(2.75' TO 2.9')6'-0"3'-0"1'-6"1'-8"1'-5"1A1'-634"CONFIGURATIONSTRUCTURE IDWATER QUALITY FLOW RATE (cfs)PEAK FLOW RATE (<1 cfs) RETURN PERIOD OF PEAK FLOW (yrs)CARTRIDGE FLOW RATE (15 OR 7.5 gpm)MEDIA TYPE (CSF, PERLITE, ZPG)RIM ELEVATIONPIPE DATA:I.E.MATERIALDIAMETERINLETOUTLETOPTIONS (AVAILABLE AT EXTRA COST):1CARTRIDGE CONCRETECATCH BASIN STORMFILTER DATAOUTLETINLETHOLE FOR OUTLET STUB OTHER THAN 12"CLEAN-OUT IN WEIR OTHER THAN 4"CORED HOLE FOR INLET PIPEDEEP OUTLET CORINGOTHER:SD #310.01550.07611007.5ZPG348.91'348.91'--346.60'PVC8"XXXOUTLET PIPE1/2" PVC WEIR1/2" PVC BAFFLE4"Ø CLEAN OUTWITH PLUG1/2" PVC BAFFLE4"Ø CLEAN OUT WITH PLUG1/2" PVC WEIRCONFIGURATIONSTRUCTURE IDWATER QUALITY FLOW RATE (cfs)PEAK FLOW RATE (<1 cfs) RETURN PERIOD OF PEAK FLOW (yrs)CARTRIDGE FLOW RATE (15 OR 7.5 gpm)MEDIA TYPE (CSF, PERLITE, ZPG)RIM ELEVATIONPIPE DATA:I.E.MATERIALDIAMETERINLETOUTLETOPTIONS (AVAILABLE AT EXTRA COST):1CARTRIDGE CONCRETECATCH BASIN STORMFILTER DATAOUTLETINLETHOLE FOR OUTLET STUB OTHER THAN 12"CLEAN-OUT IN WEIR OTHER THAN 4"CORED HOLE FOR INLET PIPEDEEP OUTLET CORINGOTHER:SD #20.00730.03941007.5ZPG347.00'347.00'--344.70'PVC8"XXX2'-4" INSIDE RIM FLOWA 514"2'-0"INSIDE2'-012"OUTSIDEB 2'-0"2'-8"6'-9"5"5"7'-1"OUTSIDE RIM2'-4"INSIDE RIM2'-4"INSIDE RIM2'-4"INSIDE RIM2'-0"BBH 6"AAINLET STUB(OPTIONAL)OUTLET STUBOUTLET PIPEFROM FLOWKITFILTRATIONBAY INLETPERMANENT POOL LEVELACCESS COVERCONCRETE COLLARAND REBAR TO MEETHS20 IF APPLICABLE BYCONTRACTOROPTIONAL SLOPED LIDCORNER ELEVATIONSTO BE SPECIFIED BYENGINEERSTORMFILTERCARTRIDGE TYP.FLOWKIT TYP.CLEANOUTACCESS PLUGON WEIR WALLPERMANENTPOOL ELEVATIONCARTRIDGESUPPORT TYP.CATCHBASIN FOOT(TYP. OF 4)FINISHED GRADEWEIR WALLFLOATABLES BAFFLELIFTING EYE(TYP. OF 4)VANED INLET GRATE(SOLID COVEROPTIONAL)1'-0"COLLARPLAN VIEWSECTION A-ASECTION B-BCATCHBASIN FOOT(TYP. OF 4)FILTRATIONBAY INLET TYP.OUTLETINLETCONFIGURATIONSSTRUCTURE IDWATER QUALITY FLOW RATE (cfs)PEAK FLOW RATE (<1.8 cfs) RETURN PERIOD OF PEAK FLOW (yrs)CARTRIDGE FLOW RATE (gpm)MEDIA TYPE (CSF, PERLITE, ZPG, GAC, PHS)RIM ELEVATIONPIPE DATA:I.E.DIAMETERINLET STUBOUTLET STUBNOTES/SPECIAL REQUIREMENTS:2-CARTRIDGE DEEP CATCHBASINSTORMFILTER DATASLOPED LIDSOLID COVEROUTLETINLETOUTLETINLETINLETINLETSD #290.02490.13381007.5ZPG348.20'348.20'-346.30'8"NONOCARTRIDGE HEIGHTSPECIFIC FLOW RATE (gpm/sf)CARTRIDGE FLOW RATE (gpm)MINIMUM HYDRAULIC DROP (H)27"18"18" DEEP3.05'2.3'3.3'2 gpm/ft²22.51 gpm/ft²2 gpm/ft²1 gpm/ft²2 gpm/ft²1 gpm/ft²11.25157.5157.5STORMFILTER TREATMENT CAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. 2 CARTRIDGE CATCHBASIN HAS A MAXIMUMOF TWO CARTRIDGES. SYSTEM IS SHOWN WITH A 27" CARTRIDGE, AND IS ALSO AVAILABLE WITH AN 18" CARTRIDGE. STORMFILTER CATCHBASIN CONFIGURATIONSARE AVAILABLE WITH A DRY INLET BAY FOR VECTOR CONTROL.PEAK HYDRAULIC CAPACITY PER TABLE BELOW. IF THE SITE CONDITIONS EXCEED PEAK HYDRAULIC CAPACITY, AN UPSTREAM BYPASS STRUCTURE IS REQUIRED.CARTRIDGE SELECTIONINLET PERMANENT POOL LEVEL (A)1'-0"1'-0"2'-0"PEAK HYDRAULIC CAPACITY1.01.01.8OVERALL STRUCTURE HEIGHT (B)4'-9"3'-9"4'-9"OUTLETINLETCONFIGURATIONSSTRUCTURE IDWATER QUALITY FLOW RATE (cfs)PEAK FLOW RATE (<1.8 cfs) RETURN PERIOD OF PEAK FLOW (yrs)CARTRIDGE FLOW RATE (gpm)MEDIA TYPE (CSF, PERLITE, ZPG, GAC, PHS)RIM ELEVATIONPIPE DATA:I.E.DIAMETERINLET STUBOUTLET STUBNOTES/SPECIAL REQUIREMENTS:2-CARTRIDGE DEEP CATCHBASINSTORMFILTER DATASLOPED LIDSOLID COVEROUTLETINLETOUTLETINLETINLETINLETSD #260.02390.12491007.5ZPG347.22'347.22'-344.90'8"NONO1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcPROEERALENGINFESSION NOTGS TAT ATWFOENIHSEREDREGISLAURIEJ.PFARRCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS1SECTION A-A: DETENTION PIPETHIS PRODUCT MAY BE PROTECTED BY ONE OR MORE OF THE FOLLOWINGU.S. PATENTS : 5,322 ,629; 5 ,524,576; 5 ,707,527 ; 5,985,157; 6,027 ,639; 6,649,048;RELATED FORE IGN PATENTS, OR OTHER PATENTS PEND ING.www.ContechES.com800-338-1122 513-645-7000 513-645-7993 FAX9025 Centre Pointe Dr., Suite 400, West Chester, OH 450692CONCRETE CATCHBASIN STORMFILTER - 1 CARTRIDGE UNIT3CONCRETE CATCHBASIN STORMFILTER - 2 CARTRIDGE UNITTHIS PRODUCT MAY BE PROTECTED BY ONE OR MORE OF THE FOLLOWINGU.S. PATENTS: 5,322,629; 5,524,576; 5,707,527; 5,985,157; 6,027,639; 6,649,048;RELATED FOREIGN PATENTS, OR OTHER PATENTS PENDING.www.ContechES.com800-338-1122 513-645-7000 513-645-7993 FAX9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069DEVELOPMENT ENGINEERINGAnn Fowler 07/13/2017SURFACE WATER UTILITYrstraka 07/14/2017 15346.08CP109348.73CP110349.05CP112347.46CP1165349.32CPHARRINGTON AVE NE HA R R I N G T O N P L N E - V A C A T E D 11TH AVE NGLENNWOOD AVE NEHa r r i n g t o n P l N E 1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcPROEERALENGINFESSION NOTGS TAT ATWFOENIHSEREDREGISLAURIEJ.PFARRCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS HARRINGTON AVE NE HA R R I N G T O N P L N E - V A C A T E D 11TH AVE NGLENNWOOD AVE NEHa r r i n g t o n P l N E 1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcPROEERALENGINFESSION NOTGS TAT ATWFOENIHSEREDREGISLAURIEJ.PFARRCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS 3COR STD PLAN 202.00 - CB INSTALLATION2COR STD PLAN 201.00 - CB TYPE 21COR STD PLAN 200.00 - CB TYPE 11932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcPROEERALENGINFESSION NOTGS TAT ATWFOENIHSEREDREGISLAURIEJ.PFARRCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS724" BOLT-LOCKING MANHOLE RING & COVER6COR STD PLAN 204.40-RECTANGULAR GRATE5COR STD PLAN 204.00 - RECTANGULAR FRAME“”DEVELOPMENT ENGINEERINGAnn Fowler 07/13/2017SURFACE WATER UTILITYrstraka 07/14/2017 1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcPROEERALENGINFESSION NOTGS TAT ATWFOENIHSEREDREGISLAURIEJ.PFARRCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS1COR STD PLAN 204.60 - MISCELLANEOUS DRAINAGE DETAILS3FOOTING DRAIN2CLEAN-OUT TO GRADE7BIO-RETENTION AREA5FLOW CONTROL STRUCTURE (FCS) 14DETENTION TANK ACCESS DETAIL6COR STD PLAN 101.1 - CURB INSTALL AT CATCH BASINSDEVELOPMENT ENGINEERINGAnn Fowler 07/13/2017SURFACE WATER UTILITYrstraka 07/14/2017 1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcPROEERALENGINFESSION NOTGS TAT ATWFOENIHSEREDREGISLAURIEJ.PFARRCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS©2013 ADS, INC.PROJECT INFORMATIONADS SALES REP:ENGINEEREDPRODUCTMANAGER:PROJECT NO:ADVANCED DRAINAGE SYSTEMS, INC.SUNSET COURT LLLPRENTON, WASHINGTON169073JOE SHEEHY253-255-6302JOE.SHEEHY@ADS-PIPE.COMBRAD BARRON206-406-0141BRAD.BARRON@ADS-PIPE.COMSTORMWATER CHAMBER SPECIFICATIONS1.CHAMBERS SHALL BE STORMTECH SC-740, SC-310, OR APPROVED EQUAL.2.CHAMBERS SHALL BE MANUFACTURED FROM VIRGIN POLYPROPYLENE OR POLYETHYLENE RESINS.3.CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORT PANELS THATWOULD IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION.4.THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALL ENSURETHAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR: 1)LONG-DURATION DEAD LOADS AND 2) SHORT-DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATIONFOR IMPACT AND MULTIPLE VEHICLE PRESENCES.5.CHAMBERS SHALL MEET ASTM F2922 (POLYETHYLENE) OR ASTM F2418-16 (POLYPROPYLENE), "STANDARD SPECIFICATION FORTHERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".6.CHAMBERS SHALL BE DESIGNED AND ALLOWABLE LOADS DETERMINED IN ACCORDANCE WITH ASTM F2787, "STANDARD PRACTICEFOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".7.ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. THE CHAMBER MANUFACTURER SHALLSUBMIT THE FOLLOWING UPON REQUEST TO THE SITE DESIGN ENGINEER FOR APPROVAL BEFORE DELIVERING CHAMBERS TO THEPROJECT SITE:a.A STRUCTURAL EVALUATION SEALED BY A REGISTERED PROFESSIONAL ENGINEER THAT DEMONSTRATES THAT THE SAFETYFACTORS ARE GREATER THAN OR EQUAL TO 1.95 FOR DEAD LOAD AND 1.75 FOR LIVE LOAD, THE MINIMUM REQUIRED BY ASTMF2787 AND BY AASHTO FOR THERMOPLASTIC PIPE.b.A STRUCTURAL EVALUATION SEALED BY A REGISTERED PROFESSIONAL ENGINEER THAT DEMONSTRATES THAT THE LOADFACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET. THE 50 YEAR CREEPMODULUS DATA SPECIFIED IN ASTM F2418 OR ASTM F2922 MUST BE USED AS PART OF THE AASHTO STRUCTURAL EVALUATIONTO VERIFY LONG-TERM PERFORMANCE.c.STRUCTURAL CROSS SECTION DETAIL ON WHICH THE STRUCTURAL EVALUATION IS BASED.8.CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY.IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF THE SC-310/SC-740 SYSTEM1.STORMTECH SC-310 & SC-740 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED APRE-CONSTRUCTION MEETING WITH THE INSTALLERS.2.STORMTECH SC-310 & SC-740 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/SC-780 CONSTRUCTIONGUIDE".3.CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS.STORMTECH RECOMMENDS 3 BACKFILL METHODS:·STONESHOOTER LOCATED OFF THE CHAMBER BED.·BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE.·BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR.4.THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS.5.JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE.6.MAINTAIN MINIMUM - 6" (150 mm) SPACING BETWEEN THE CHAMBER ROWS.7.EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE 3/4-2" (20-50 mm).8.THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE SITE DESIGNENGINEER.9.ADS RECOMMENDS THE USE OF "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACESTORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF.NOTES FOR CONSTRUCTION EQUIPMENT1.STORMTECH SC-310 & SC-740 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTIONGUIDE".2.THE USE OF CONSTRUCTION EQUIPMENT OVER SC-310 & SC-740 CHAMBERS IS LIMITED:·NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS.·NO RUBBER TIRED LOADERS, DUMP TRUCKS, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCEWITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE".·WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE".3.FULL 36" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING.USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO THE CHAMBERS AND IS NOT ANACCEPTABLE BACKFILL METHOD. ANY CHAMBERS DAMAGED BY THE "DUMP AND PUSH" METHOD ARE NOT COVERED UNDER THE STORMTECHSTANDARD WARRANTY.CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT.DEVELOPMENT ENGINEERINGAnn Fowler 07/13/2017SURFACE WATER UTILITYrstraka 07/14/2017 HARRINGTON AVE NE HA R R I N G T O N P L N E - V A C A T E D 11TH AVE NGLENNWOOD AVE NEHar r i n g t o n P l N E 1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcPROEERALENGINFESSION NOTGS TAT ATWFOENIHSEREDREGISLAURIEJ.PFARRCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSDEVELOPMENT ENGINEERINGAnn Fowler 07/13/2017SURFACE WATER UTILITYrstraka 07/14/2017 1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcPROEERALENGINFESSION NOTGS TAT ATWFOENIHSEREDREGISLAURIEJ.PFARRCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS3ADA SIGN W/POST4CONCRETE STRIP AND WALKWAY1ASPHALT PAVEMENT2GRASS-FILLED GEOBLOCK PERVIOUS SURFACE8ASPHALT/CONCRETE TRANSITION7CONCRETE RAMP6PERVIOUS ASPHALT PAVEMENT5ADA STALL AND BLOCKOUT STRIPINGDEVELOPMENT ENGINEERINGAnn Fowler 07/13/2017SURFACE WATER UTILITYrstraka 07/14/2017 1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcPROEERALENGINFESSION NOTGS TAT ATWFOENIHSEREDREGISLAURIEJ.PFARRCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS3PLASTIC WHEEL STOP1PERVIOUS CONCRETE SIDEWALK2CONCRETE VERTICAL CURB TYPICALCLCLCLCL6COR STD PLAN 101 - CEMENT CONCRETE CURBS5SPEED HUMP4FLUSH CONCRETE VERTICAL CURB7COR STD PLAN 103 - CURB AND GUTTER REPLACEMENT DETAILS8CURB TAPERDEVELOPMENT ENGINEERINGAnn Fowler 07/13/2017SURFACE WATER UTILITYrstraka 07/14/2017 1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcPROEERALENGINFESSION NOTGS TAT ATWFOENIHSEREDREGISLAURIEJ.PFARRCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS3COR STD PLAN 310.1 - FIRE HYDRANT ASSEMBLY2COR STD PLAN 300.3 - CUT IN1COR STD PLAN 300.0 - WATER PLAN GENERAL NOTES4OR STD PLAN 360.5 - CHECK VALVE ASSEMBLY72" BLOW-OFF PERMANENT ASSEMBLY6COR STD PLAN 330.2 - CONCRETE THRUST BLOCKING5COR STD PLAN 310.3 - HYDRANT MARKER LAYOUTDEVELOPMENT ENGINEERINGAnn Fowler 07/13/2017WATER UTILITYAbdoul Gafour 07/13/2017 1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcPROEERALENGINFESSION NOTGS TAT ATWFOENIHSEREDREGISLAURIEJ.PFARRCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS2COR STD PLAN 400.1 - STANDARD SANITARY MANHOLE1TRENCH DRAIN4WSDOT STD PLN B-30.70-03 CIRCULAR FRAME (RING) AND COVER7COR STD PLAN 401 - MANHOLE FRAME AND COVER6COR STD PLAN 403.1 - 8" OR 6" SSCO5COR STD PLAN 406.1 - STANDARD SIDE SEWER INSTALLATION8CDF TRENCH BACKFILLDEVELOPMENT ENGINEERINGAnn Fowler 07/13/2017WASTEWATER UTILITYmbenoit 07/13/2017 HARRINGTON AVE NE HA R R I N G T O N P L N E - V A C A T E D 11TH AVE NGLENNWOOD AVE NEHa r r i n g t o n P l N E 1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcPROEERALENGINFESSION NOTGS TAT ATWFOENIHSEREDREGISLAURIEJ.PFARRCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSDEVELOPMENT ENGINEERINGAnn Fowler 07/13/2017WATER UTILITYAbdoul Gafour 07/13/2017WASTEWATER UTILITYmbenoit 07/13/2017 CURRENT PLANNINGmherrera 05/16/2018Revised05/16/2018 11:30:59 AM L002HARDSCAPE DETAILSSunset CourtApartmentsCopyright NAKANO ASSOCIATES1234512345DCBADCBAarchitectSchemata Workshop, Inc.2900 NE 10th StRenton, WA 98056CONTACT: Mark Gropperv (425) 226.1850ownerAuthor: IO, PGChecker: JYPRINT DATENOTE: FULL SCALE SHEET SIZE IS 22" x 34"1720 12th AvenueSeattle, WA 98122CONTACT: Grace Kim, AIAv (206) 285.1589e grace@schemataworkshop.com5/19/20171124-1158 Harrington Ave NERenton, WA 98056Sunset Court LLLPNOVEMBER 25, 2015JANUARY 20, 2016SEPTEMBER 14, 2016DECEMBER 2, 2016DECEMBER 22, 2016MARCH 1, 2017MARCH 28, 2017APRIL 13, 2017APRIL 20, 2017APRIL 28, 2017MAY 5, 2017MAY 5, 2017MAY 19, 2017JULY 13, 2017PROJECT ISSUE DATESSCHEMATIC DESIGNSITE PLAN REVIEWDESIGN DEVELOPMENTBUILDING PERMITBUILDING PERMITACCESSORY STRUCTURESPERMIT REVISIONSBID SETADDENDUM #1ADDENDUM #2ADDENDUM #3ADDENDUM #4PERMIT REVISIONSCONFORMED SETFINAL PERMIT SET15081A1A2A3A42FLEXIPAVE AT CONCRETE 4L0025CIP CONCRETE MOW STRIP3CIP CONC RETAINING SEATWALL6FLEXIPAVE SECTION4PATHWAY PERMEABLE PAVERS W/ EDGE RESTRAINT1L0022··PERMEABLE PAVERS AND CURB @ PLAZA1IN COMPIANCE WITH CITY OF RENTON STANDARDSPrinted 2.13.18 Sunset CourtApartmentsCopyright NAKANO ASSOCIATES1234512345DCBADCBAarchitectSchemata Workshop, Inc.2900 NE 10th StRenton, WA 98056CONTACT: Mark Gropperv (425) 226.1850ownerAuthor: IO, PGChecker: JYPRINT DATENOTE: FULL SCALE SHEET SIZE IS 22" x 34"1720 12th AvenueSeattle, WA 98122CONTACT: Grace Kim, AIAv (206) 285.1589e grace@schemataworkshop.com5/19/20171124-1158 Harrington Ave NERenton, WA 98056Sunset Court LLLPNOVEMBER 25, 2015JANUARY 20, 2016SEPTEMBER 14, 2016DECEMBER 2, 2016DECEMBER 22, 2016MARCH 1, 2017MARCH 28, 2017APRIL 13, 2017APRIL 20, 2017APRIL 28, 2017MAY 5, 2017MAY 5, 2017MAY 19, 2017JULY 13, 2017PROJECT ISSUE DATESSCHEMATIC DESIGNSITE PLAN REVIEWDESIGN DEVELOPMENTBUILDING PERMITBUILDING PERMITACCESSORY STRUCTURESPERMIT REVISIONSBID SETADDENDUM #1ADDENDUM #2ADDENDUM #3ADDENDUM #4PERMIT REVISIONSCONFORMED SETFINAL PERMIT SET15081A1A2A3A42L003HARDSCAPE DETAILSLOG PLAY AREA LAYOUT2L0041L0041IN COMPIANCE WITH CITY OF RENTON STANDARDSPrinted 2.13.18 Sunset CourtApartmentsCopyright NAKANO ASSOCIATES1234512345DCBADCBAarchitectSchemata Workshop, Inc.2900 NE 10th StRenton, WA 98056CONTACT: Mark Gropperv (425) 226.1850ownerAuthor: IO, PGChecker: JYPRINT DATENOTE: FULL SCALE SHEET SIZE IS 22" x 34"1720 12th AvenueSeattle, WA 98122CONTACT: Grace Kim, AIAv (206) 285.1589e grace@schemataworkshop.com5/19/20171124-1158 Harrington Ave NERenton, WA 98056Sunset Court LLLPNOVEMBER 25, 2015JANUARY 20, 2016SEPTEMBER 14, 2016DECEMBER 2, 2016DECEMBER 22, 2016MARCH 1, 2017MARCH 28, 2017APRIL 13, 2017APRIL 20, 2017APRIL 28, 2017MAY 5, 2017MAY 5, 2017MAY 19, 2017JULY 13, 2017PROJECT ISSUE DATESSCHEMATIC DESIGNSITE PLAN REVIEWDESIGN DEVELOPMENTBUILDING PERMITBUILDING PERMITACCESSORY STRUCTURESPERMIT REVISIONSBID SETADDENDUM #1ADDENDUM #2ADDENDUM #3ADDENDUM #4PERMIT REVISIONSCONFORMED SETFINAL PERMIT SET15081A1A2A3A42L004HARDSCAPE DETAILSLOG PLAY FEATURE SECTION A2TABLE A: BURIAL DEPTH FOR ALLVERTICAL ROUNDSLOG PLAY FEATURE SECTION B3LOG PLACED HORIZONTALLY4LOG ROUNDS1IN COMPIANCE WITH CITY OF RENTON STANDARDSPrinted 2.13.18 IRRIGATION NOTES4L1064L1064L1064L1064L1064L106IRRIGATION SCHEDULE1L1042L1043L1041L1056L1032L1062L1065L105##"3L1061L1031L106VALVE SCHEDULEL102IRRIGATION SCHEDULESunset CourtApartmentsCopyright NAKANO ASSOCIATES1234512345DCBADCBAarchitectSchemata Workshop, Inc.2900 NE 10th StRenton, WA 98056CONTACT: Mark Gropperv (425) 226.1850ownerAuthor: IO, PGChecker: JYPRINT DATENOTE: FULL SCALE SHEET SIZE IS 22" x 34"1720 12th AvenueSeattle, WA 98122CONTACT: Grace Kim, AIAv (206) 285.1589e grace@schemataworkshop.com5/19/20171124-1158 Harrington Ave NERenton, WA 98056Sunset Court LLLPNOVEMBER 25, 2015JANUARY 20, 2016SEPTEMBER 14, 2016DECEMBER 2, 2016DECEMBER 22, 2016MARCH 1, 2017MARCH 28, 2017APRIL 13, 2017APRIL 20, 2017APRIL 28, 2017MAY 5, 2017MAY 5, 2017MAY 19, 2017JULY 13, 2017PROJECT ISSUE DATESSCHEMATIC DESIGNSITE PLAN REVIEWDESIGN DEVELOPMENTBUILDING PERMITBUILDING PERMITACCESSORY STRUCTURESPERMIT REVISIONSBID SETADDENDUM #1ADDENDUM #2ADDENDUM #3ADDENDUM #4PERMIT REVISIONSCONFORMED SETFINAL PERMIT SET15081A1A2A3A42IN COMPIANCE WITH CITY OF RENTON STANDARDSPrinted 2.13.18 L103IRRIGATION DETAILSSunset CourtApartmentsCopyright NAKANO ASSOCIATES1234512345DCBADCBAarchitectSchemata Workshop, Inc.2900 NE 10th StRenton, WA 98056CONTACT: Mark Gropperv (425) 226.1850ownerAuthor: IO, PGChecker: JYPRINT DATENOTE: FULL SCALE SHEET SIZE IS 22" x 34"1720 12th AvenueSeattle, WA 98122CONTACT: Grace Kim, AIAv (206) 285.1589e grace@schemataworkshop.com5/19/20171124-1158 Harrington Ave NERenton, WA 98056Sunset Court LLLPNOVEMBER 25, 2015JANUARY 20, 2016SEPTEMBER 14, 2016DECEMBER 2, 2016DECEMBER 22, 2016MARCH 1, 2017MARCH 28, 2017APRIL 13, 2017APRIL 20, 2017APRIL 28, 2017MAY 5, 2017MAY 5, 2017MAY 19, 2017JULY 13, 2017PROJECT ISSUE DATESSCHEMATIC DESIGNSITE PLAN REVIEWDESIGN DEVELOPMENTBUILDING PERMITBUILDING PERMITACCESSORY STRUCTURESPERMIT REVISIONSBID SETADDENDUM #1ADDENDUM #2ADDENDUM #3ADDENDUM #4PERMIT REVISIONSCONFORMED SETFINAL PERMIT SET15081A1A2A3A42DOUBLE CHECK VALVE ASSEMBLY2SOLENOID VALVE DETAIL6MASTER VALVE AND FLOW SENSOR3MG VDCVFSM VPOINT OF CONNECTION DIAGRAMPRVQC12L1033L103GATE VALVE ASSEMBLY4QUICK COUPLER VALVE DETAIL54L1035L103IN COMPIANCE WITH CITY OF RENTON STANDARDSPrinted 2.13.18 Sunset CourtApartmentsCopyright NAKANO ASSOCIATES1234512345DCBADCBAarchitectSchemata Workshop, Inc.2900 NE 10th StRenton, WA 98056CONTACT: Mark Gropperv (425) 226.1850ownerAuthor: IO, PGChecker: JYPRINT DATENOTE: FULL SCALE SHEET SIZE IS 22" x 34"1720 12th AvenueSeattle, WA 98122CONTACT: Grace Kim, AIAv (206) 285.1589e grace@schemataworkshop.com5/19/20171124-1158 Harrington Ave NERenton, WA 98056Sunset Court LLLPNOVEMBER 25, 2015JANUARY 20, 2016SEPTEMBER 14, 2016DECEMBER 2, 2016DECEMBER 22, 2016MARCH 1, 2017MARCH 28, 2017APRIL 13, 2017APRIL 20, 2017APRIL 28, 2017MAY 5, 2017MAY 5, 2017MAY 19, 2017JULY 13, 2017PROJECT ISSUE DATESSCHEMATIC DESIGNSITE PLAN REVIEWDESIGN DEVELOPMENTBUILDING PERMITBUILDING PERMITACCESSORY STRUCTURESPERMIT REVISIONSBID SETADDENDUM #1ADDENDUM #2ADDENDUM #3ADDENDUM #4PERMIT REVISIONSCONFORMED SETFINAL PERMIT SET15081A1A2A3A42L104IRRIGATION DETAILSDRIP FEED LAYOUT1DRIP LINE MANIFOLD CONNECTIONS2DRIP IRRIG. EXHAUST HEADER W/ LATERAL CONNECTION3IN COMPIANCE WITH CITY OF RENTON STANDARDSPrinted 2.13.18 Sunset CourtApartmentsCopyright NAKANO ASSOCIATES1234512345DCBADCBAarchitectSchemata Workshop, Inc.2900 NE 10th StRenton, WA 98056CONTACT: Mark Gropperv (425) 226.1850ownerAuthor: IO, PGChecker: JYPRINT DATENOTE: FULL SCALE SHEET SIZE IS 22" x 34"1720 12th AvenueSeattle, WA 98122CONTACT: Grace Kim, AIAv (206) 285.1589e grace@schemataworkshop.com5/19/20171124-1158 Harrington Ave NERenton, WA 98056Sunset Court LLLPNOVEMBER 25, 2015JANUARY 20, 2016SEPTEMBER 14, 2016DECEMBER 2, 2016DECEMBER 22, 2016MARCH 1, 2017MARCH 28, 2017APRIL 13, 2017APRIL 20, 2017APRIL 28, 2017MAY 5, 2017MAY 5, 2017MAY 19, 2017JULY 13, 2017PROJECT ISSUE DATESSCHEMATIC DESIGNSITE PLAN REVIEWDESIGN DEVELOPMENTBUILDING PERMITBUILDING PERMITACCESSORY STRUCTURESPERMIT REVISIONSBID SETADDENDUM #1ADDENDUM #2ADDENDUM #3ADDENDUM #4PERMIT REVISIONSCONFORMED SETFINAL PERMIT SET15081A1A2A3A42L105IRRIGATION DETAILSDRIP LINE FLUSH VALVE DETAIL2DRIP IRRIGATION CONTROL VALVE1DRIPLINE OPERATION INDICATOR IN BOX3DRIPLINE IRRIGATION AT NARROW PLANTING STRIP4DRIPLINE RING FOR TREES5IN COMPIANCE WITH CITY OF RENTON STANDARDSPrinted 2.13.18 Sunset CourtApartmentsCopyright NAKANO ASSOCIATES1234512345DCBADCBAarchitectSchemata Workshop, Inc.2900 NE 10th StRenton, WA 98056CONTACT: Mark Gropperv (425) 226.1850ownerAuthor: IO, PGChecker: JYPRINT DATENOTE: FULL SCALE SHEET SIZE IS 22" x 34"1720 12th AvenueSeattle, WA 98122CONTACT: Grace Kim, AIAv (206) 285.1589e grace@schemataworkshop.com5/19/20171124-1158 Harrington Ave NERenton, WA 98056Sunset Court LLLPNOVEMBER 25, 2015JANUARY 20, 2016SEPTEMBER 14, 2016DECEMBER 2, 2016DECEMBER 22, 2016MARCH 1, 2017MARCH 28, 2017APRIL 13, 2017APRIL 20, 2017APRIL 28, 2017MAY 5, 2017MAY 5, 2017MAY 19, 2017JULY 13, 2017PROJECT ISSUE DATESSCHEMATIC DESIGNSITE PLAN REVIEWDESIGN DEVELOPMENTBUILDING PERMITBUILDING PERMITACCESSORY STRUCTURESPERMIT REVISIONSBID SETADDENDUM #1ADDENDUM #2ADDENDUM #3ADDENDUM #4PERMIT REVISIONSCONFORMED SETFINAL PERMIT SET15081A1A2A3A42L106IRRIGATION DETAILSMAINLINE SECTIONLATERAL SECTIONIRRIGATION TRENCHING SECTIONS2IRRIGATION SLEEVING SECTION1FROST-PROOF YARD HYDRANT3POP-UP SPRAY HEAD DETAIL4IN COMPIANCE WITH CITY OF RENTON STANDARDSPrinted 2.13.18 CURRENT PLANNINGmherrera 05/16/2018Revised05/16/2018 11:31:29 AM CONIFERSQTYBOTANICAL NAMESIZE 7PINUS CONTORTA `CONTORTA`6` HT, B&BSHORE PINE 3PINUS NIGRA `OREGON GREEN`8` HT, B&BOREGON GREEN PINE 17THUJA PLICATA `ATROVIRENS`6` HT, B&BWESTERN RED CEDARDECIDUOUS TREESQTYBOTANICAL NAMESIZE 25ACER CIRCINATUM1.5" CAL, 8` HT, B&B, MULTISTEMVINE MAPLE 14ACER CIRCINATUM `PACIFIC FIRE`6`-8` HT, B&B, MULTISTEMVINE MAPLE 4CLADRASTIS KENTUKEA2" CAL, 12`-14` HT, B&BAMERICAN YELLOWWOOD 6CORNUS (KOUSA X NUTTALLII) X KOUSA2" CAL,12`-14` HT, B&B, 5` MIN BRANCH HTVENUS DOGWOOD 5FAGUS SYLVATICA `DAWYCK GOLD`2" CAL, 12`-14` HT, B&BEUROPEAN BEECH 1JUGLANS REGIA2" CAL, 10`-12` HT, B&BCARPATHIAN ENGLISH WALNUT 3MAGNOLIA ACUMINATA `BUTTERFLIES`2" CAL, 10`-12` HT, B&BSAUCER MAGNOLIA 10NYSSA SYLVATICA2" CAL,12`-14` HT, B&B, 5` MIN BRANCH HTSOUR GUM 3PARROTIA PERSICA `VANESSA`2" CAL, 10`-12` HT, B&BPERSIAN PARROTIA 1PRUNUS DOMESTICA `JUBILEUM`1" CAL, 7`-8` HT, B&BJUBILEUM PLUM 6ROBINIA PSEUDOACACIA `BESSONIANA`2" CAL, 10'-12' HT, B&B, 5` MIN BRANCH HTROSE ACACIASHRUBSQTYBOTANICAL NAMESIZE*********PLANT SCHEDULEHYDROSEED - GRASS-FILLED GEOBLOCK AREA600 SFEDIBLE GARDEN1L205 FERN MIX593 SF BLECHNUM SPICANT / DEER FERN39 25% 2 gal 24" oc MAHONIA NERVOSA / OREGON GRAPE39 25% 1 gal 24" oc POLYSTICHUM MUNITUM / WESTERN SWORD FERN78 50% 1 gal 24" oc NORTHWEST MIX1,027 SF GAULTHERIA SHALLON / SALAL161 60% 1 gal 24" oc POLYSTICHUM MUNITUM / WESTERN SWORD FERN107 40% 1 gal 24" oc SOUTH MOUND MIX558 SF(UNDERPLANT WOODY PLANTS W/ PERENNIALS. SPACEPERENNIALS 4`OC. 50% ALLIUM & 50% CAMAS) ALLIUM GIGANTEUM `GLOBEMASTER` / GIANT ALLIUM19 50% bulbs 48" oc CAMASSIA LEICHTLINII / INDIAN HYACINTH19 50% bulbs 48" oc MAHONIA REPENS / CREEPING MAHONIA73 50% 1 gal 24" oc VACCINIUM ANGUSTIFOLIUM `BURGUNDY` / LOWBUSH BLUEBERRY73 50% 2 gal 24" oc SOD2,071 SF MULCH ONLY***********PLANT MIXESSHRUBSQTYBOTANICAL NAMESIZE 2AMELANCHIER ALNIFOLIA `REGENT`5 GAL, 30" HTSASKATOON SERVICEBERRY 44AZARA MICROPHYLLA5 GAL, 24" HTBOX LEAF AZARA 85BERBERIS THUNBERGII `CRIRUZAM`2 GAL, 12" HTCRIMSON RUBY BARBERRY 170ESCALLONIA X `NEWPORT DWARF`5 GAL, 24" HTNEWPORT DWARF ESCALLONIA 45ILEX CRENATA `HELERII`2 GAL, 12" HTHELER JAPANESE HOLLY 174LONICERA PILEATA2 GAL, 18" SPREADPRIVET HONEYSUCKLE 248MAHONIA AQUIFOLIUM `COMPACTA`COMPACT OREGON GRAPE 38MYRICA CALIFORNICA5 GAL, 36" HTPACIFIC WAX MYRTLE 125RHAPHIOLEPIS INDICA `BALLERINA`2 GAL, 12" HTBALLERINA INDIAN HAWTHORN 89RHAPHIOLEPIS UMBELLATA `MINOR`5 GAL, 24" HTYEDDA HAWTHORN 4RIBES NIGRUM `PRINCE CONSORT`2 GAL, 24" HT, MIN 3 CANESPRINCE CONSORT BLACK CURRANT 2RIBES NIGRUM `RISAGER`2 GAL, 24" HT, MIN 3 CANESRISAGER BLACK CURRANT 43ROSMARINUS OFFICINALIS `ARP`2 GAL, 18" SPREADARP ROSEMARY 22RUBUS IDAEUS `AUTUMN BRITTEN`2 GAL, 30" HT, MIN 3 CANESAUTUMN BRITTEN RASPBERRY 105SPIRAEA BETULIFOLIA `TOR`2 GAL, 18" HTBIRCHLEAF SPIREA 44SPIRAEA NIPPONICA `SNOWMOUND`2 GAL, 24" HTSNOWMOUND SPIREA 7VACCINIUM ANGUSTIFOLIUM `TOP HAT`2 GAL, 12" HT, MIN 3 CANESLOWBUSH BLUEBERRY 55VACCINIUM CORYMBOSUM `BLUERAY`2 GAL, 18"HT, MIN 4 CANESBLUERAY HIGHBUSH BLUEBERRY 157VACCINIUM OVATUM5 GAL, 24" HTEVERGREEN HUCKLEBERRYPERENNIALSQTYBOTANICAL NAMESIZE 52LAVANDULA ANGUSTIFOLIA `HIDCOTE`2 GAL, 12" HTHIDCOTE LAVENDER 105NASSELLA TENUISSIMA1 GALTEXAS NEEDLE GRASSVINESQTYBOTANICAL NAMESIZE******************1/2 @ 2 GAL, 18" HT1/2 @ 5 GAL, 24" HTVINESQTYBOTANICAL NAMESIZE 4AKEBIA QUINATA1 GALCHOCOLATE VINE 6TRACHELOSPERMUM JASMINOIDES1 GALCHINESE STAR JASMINE 2VITIS LABRUSCA `INTERLAKEN`1 GALGRAPE 2VITIS X `JUPITER`1 GALGRAPEGROUND COVERSQTYBOTANICAL NAMESIZE 84EPIMEDIUM X VERSICOLOR `SULPHUREUM`4" POT @ 12" OCBICOLOR BARRENWORT 492FRAGARIA CHILOENSIS4" POT @ 12" OCBEACH STRAWBERRY 22FRAGARIA X ANANASSA `EVERSWEET`1 GAL @ 24" OCSTRAWBERRY 208GAULTHERIA SHALLON1 GAL @ 24" OCSALAL 46JUNCUS PATENS1 GAL @ 24" OCCALIFORNIA GRAY RUSH 809MAHONIA REPENS1 GAL @ 18" OCCREEPING MAHONIA 824POLYSTICHUM MUNITUM2 GAL @ 24" OCWESTERN SWORD FERN 367RUBUS PENTALOBUS `EMERALD CARPET`1 GAL @ 24" OCBRAMBLE 306SARCOCOCCA HOOKERIANA HUMILIS2 GAL @ 24" OCSWEET BOX 350THYMUS PSEUDOLANUGINOSUS4" POT @ 8" OCWOOLLY THYME*************EDIBLE GARDEN SCHEDULE***********BIORETENTION AREASDROUGHT TOLERANCE AND NATIVE SPECIES*L202PLANTING SCHEDULESunset CourtApartmentsCopyright NAKANO ASSOCIATES1234512345DCBADCBAarchitectSchemata Workshop, Inc.2900 NE 10th StRenton, WA 98056CONTACT: Mark Gropperv (425) 226.1850ownerAuthor: IO, PGChecker: JYPRINT DATENOTE: FULL SCALE SHEET SIZE IS 22" x 34"1720 12th AvenueSeattle, WA 98122CONTACT: Grace Kim, AIAv (206) 285.1589e grace@schemataworkshop.com5/19/20171124-1158 Harrington Ave NERenton, WA 98056Sunset Court LLLPLANDSCAPE ARCHITECTSTel:206.292.9392853 Hiawatha Place S.Seattle, WA 98144www.nakanoassociates.comNOVEMBER 25, 2015JANUARY 20, 2016SEPTEMBER 14, 2016DECEMBER 2, 2016DECEMBER 22, 2016MARCH 1, 2017MARCH 28, 2017APRIL 13, 2017APRIL 20, 2017APRIL 28, 2017MAY 5, 2017MAY 5, 2017MAY 19, 2017JULY 13, 2017MAY 14, 2018PROJECT ISSUE DATESSCHEMATIC DESIGNSITE PLAN REVIEWDESIGN DEVELOPMENTBUILDING PERMITBUILDING PERMITACCESSORY STRUCTURESPERMIT REVISIONSBID SETADDENDUM #1ADDENDUM #2ADDENDUM #3ADDENDUM #4PERMIT REVISIONSCONFORMED SETFINAL PERMIT SETPERMIT REVISIONS15081STA T E OFWASHINGTONN09/ . I D A.E.OTTESEN4 1EXPLICENSEDLANDSCAPEARC HITECT 8O.109520 / 1 A1A2A3A4266CURRENT PLANNINGmherrera 05/16/2018Revised05/16/2018 11:31:38 AM Sunset CourtApartmentsCopyright NAKANO ASSOCIATES1234512345DCBADCBAarchitectSchemata Workshop, Inc.2900 NE 10th StRenton, WA 98056CONTACT: Mark Gropperv (425) 226.1850ownerAuthor: IO, PGChecker: JYPRINT DATENOTE: FULL SCALE SHEET SIZE IS 22" x 34"1720 12th AvenueSeattle, WA 98122CONTACT: Grace Kim, AIAv (206) 285.1589e grace@schemataworkshop.com5/19/20171124-1158 Harrington Ave NERenton, WA 98056Sunset Court LLLPNOVEMBER 25, 2015JANUARY 20, 2016SEPTEMBER 14, 2016DECEMBER 2, 2016DECEMBER 22, 2016MARCH 1, 2017MARCH 28, 2017APRIL 13, 2017APRIL 20, 2017APRIL 28, 2017MAY 5, 2017MAY 5, 2017MAY 19, 2017JULY 13, 2017PROJECT ISSUE DATESSCHEMATIC DESIGNSITE PLAN REVIEWDESIGN DEVELOPMENTBUILDING PERMITBUILDING PERMITACCESSORY STRUCTURESPERMIT REVISIONSBID SETADDENDUM #1ADDENDUM #2ADDENDUM #3ADDENDUM #4PERMIT REVISIONSCONFORMED SETFINAL PERMIT SET15081A1A2A3A42L203PLANTING DETAILSLANDSCAPE STEEL EDGING2SOIL PREPARATION1SOIL PREPARATION - LAWN AREAS4IN COMPIANCE WITH CITY OF RENTON STANDARDSPrinted 2.13.18 L204PLANTING DETAILSSunset CourtApartmentsCopyright NAKANO ASSOCIATES1234512345DCBADCBAarchitectSchemata Workshop, Inc.2900 NE 10th StRenton, WA 98056CONTACT: Mark Gropperv (425) 226.1850ownerAuthor: IO, PGChecker: JYPRINT DATENOTE: FULL SCALE SHEET SIZE IS 22" x 34"1720 12th AvenueSeattle, WA 98122CONTACT: Grace Kim, AIAv (206) 285.1589e grace@schemataworkshop.com5/19/20171124-1158 Harrington Ave NERenton, WA 98056Sunset Court LLLPNOVEMBER 25, 2015JANUARY 20, 2016SEPTEMBER 14, 2016DECEMBER 2, 2016DECEMBER 22, 2016MARCH 1, 2017MARCH 28, 2017APRIL 13, 2017APRIL 20, 2017APRIL 28, 2017MAY 5, 2017MAY 5, 2017MAY 19, 2017JULY 13, 2017PROJECT ISSUE DATESSCHEMATIC DESIGNSITE PLAN REVIEWDESIGN DEVELOPMENTBUILDING PERMITBUILDING PERMITACCESSORY STRUCTURESPERMIT REVISIONSBID SETADDENDUM #1ADDENDUM #2ADDENDUM #3ADDENDUM #4PERMIT REVISIONSCONFORMED SETFINAL PERMIT SET15081A1A2A3A42TYPICAL PLANT SPACING DIAGRAM5DECIDUOUS TREE PLANTING AND STAKING DETAIL1CONIFEROUS TREE PLANTING & STAKING DETAIL2SHRUB PLANTING DETAIL3GROUNDCOVER PLANTING DETAIL4VINE PLANTING6IN COMPIANCE WITH CITY OF RENTON STANDARDSPrinted 2.13.18 L205PLANTING DETAILSSunset CourtApartmentsCopyright NAKANO ASSOCIATES1234512345DCBADCBAarchitectSchemata Workshop, Inc.2900 NE 10th StRenton, WA 98056CONTACT: Mark Gropperv (425) 226.1850ownerAuthor: IO, PGChecker: JYPRINT DATENOTE: FULL SCALE SHEET SIZE IS 22" x 34"1720 12th AvenueSeattle, WA 98122CONTACT: Grace Kim, AIAv (206) 285.1589e grace@schemataworkshop.com5/19/20171124-1158 Harrington Ave NERenton, WA 98056Sunset Court LLLPNOVEMBER 25, 2015JANUARY 20, 2016SEPTEMBER 14, 2016DECEMBER 2, 2016DECEMBER 22, 2016MARCH 1, 2017MARCH 28, 2017APRIL 13, 2017APRIL 20, 2017APRIL 28, 2017MAY 5, 2017MAY 5, 2017MAY 19, 2017JULY 13, 2017PROJECT ISSUE DATESSCHEMATIC DESIGNSITE PLAN REVIEWDESIGN DEVELOPMENTBUILDING PERMITBUILDING PERMITACCESSORY STRUCTURESPERMIT REVISIONSBID SETADDENDUM #1ADDENDUM #2ADDENDUM #3ADDENDUM #4PERMIT REVISIONSCONFORMED SETFINAL PERMIT SET15081A1A2A3A42EDIBLE GARDEN ENLARGEMENT1IN COMPIANCE WITH CITY OF RENTON STANDARDSPrinted 2.13.18 HARRINGTON AVE NE HA R R I N G T O N P L A C E N EBUILDING 1BUILDING 2BUILDING 3BUILDING 4GLENNWOOD AVE NE11TH AVE N1720 12th AvenueSeattle, WA 98122CONTACT: Grace Kim, AIAv (206) 285.1589e grace@schemataworkshop.comCopyright AES Associates, Inc.1234512345DCBADCBAarchitectSchemata Workshop, Inc.2900 NE 10th StRenton, WA 98056CONTACT: Mark Gropperv (425) 226.1850ownerAuthor: APChecker: BRPRINT DATEPROJECT ISSUE DATESORIGINAL SHEET SIZE IS 22"x34"5/4/20171508Sunset CourtApartments1124-1158 Harrington Ave NERenton, WA 98056Sunset Court LLLPA S S O C I A T E S, I N C.DESIGN DEVELOPMENTSEPTEMBER 14, 2016BUILDING PERMITDECEMBER 2, 2016PRICING SETJANUARY 31, 2017PERMIT REVISIONSMARCH 1, 2017BID SETMARCH 28, 2017ADDENDUM #1APRIL 13, 2017PERMIT REVISIONSMAY 5, 2017CONFORMED SETMAY 19, 2017E010SITE PLANN1SITE PLAN1" = 20'-0"1X2" PSETransformer4X2-1/2" Schl 402X2-1/2"2X2-1/2"TransformerExisting 4"4X3-1/2"1X2" PSE2X3-1/2"1X 2" PSE2X3-1/2"Transformer3X 3-1/2"2X3-1/2"Electric H/HPower As-BuiltAll conduit in ROW or Primary Power has 36" of coverAll Secondary Power has 24" of cover HARRINGTON AVE NE HA R R I N G T O N P L A C E N EBUILDING 1BUILDING 2BUILDING 3BUILDING 4GLENNWOOD AVE NE11TH AVE N1720 12th AvenueSeattle, WA 98122CONTACT: Grace Kim, AIAv (206) 285.1589e grace@schemataworkshop.comCopyright AES Associates, Inc.1234512345DCBADCBAarchitectSchemata Workshop, Inc.2900 NE 10th StRenton, WA 98056CONTACT: Mark Gropperv (425) 226.1850ownerAuthor: APChecker: BRPRINT DATEPROJECT ISSUE DATESORIGINAL SHEET SIZE IS 22"x34"5/4/20171508Sunset CourtApartments1124-1158 Harrington Ave NERenton, WA 98056Sunset Court LLLPA S S O C I A T E S, I N C.DESIGN DEVELOPMENTSEPTEMBER 14, 2016BUILDING PERMITDECEMBER 2, 2016PRICING SETJANUARY 31, 2017PERMIT REVISIONSMARCH 1, 2017BID SETMARCH 28, 2017ADDENDUM #1APRIL 13, 2017PERMIT REVISIONSMAY 5, 2017CONFORMED SETMAY 19, 2017E010SITE PLANN1SITE PLAN1" = 20'-0"Communication As-BuiltAll conduit ROW has 36" of coverAll conduit on site has 24" of cover2X4" Schl 40Com H/H's4X4" Schl 402X2XComm H/H's2X4" Schl 40Existing Pole2X4" Schl 404X4"Com H/H's2X 4" Schl 402X4" Schl 40 HARRINGTON AVE NE HA R R I N G T O N P L A C E N EBUILDING 1BUILDING 2BUILDING 3BUILDING 4GLENNWOOD AVE NE11TH AVE N1720 12th AvenueSeattle, WA 98122CONTACT: Grace Kim, AIAv (206) 285.1589e grace@schemataworkshop.comCopyright AES Associates, Inc.1234512345DCBADCBAarchitectSchemata Workshop, Inc.2900 NE 10th StRenton, WA 98056CONTACT: Mark Gropperv (425) 226.1850ownerAuthor: APChecker: BRPRINT DATEPROJECT ISSUE DATESORIGINAL SHEET SIZE IS 22"x34"5/4/20171508Sunset CourtApartments1124-1158 Harrington Ave NERenton, WA 98056Sunset Court LLLPA S S O C I A T E S, I N C.DESIGN DEVELOPMENTSEPTEMBER 14, 2016BUILDING PERMITDECEMBER 2, 2016PRICING SETJANUARY 31, 2017PERMIT REVISIONSMARCH 1, 2017BID SETMARCH 28, 2017ADDENDUM #1APRIL 13, 2017PERMIT REVISIONSMAY 5, 2017CONFORMED SETMAY 19, 2017E010SITE PLANN1SITE PLAN1" = 20'-0"Site Lighting As-BuiltAll site lighting conduit has 24" of cover1X1"1X1" Schl 40Continuous from J01HP4-11HP4-8Pole shifted 4' NE1X1" Schl 40Continuous from J011X1" Schl 40J013X1" Schl 40HP4-13FI R E G A T EHP4-11HP4-81X1"HP3-82x1"HP4-11 Trash EnclosureHP4-8 Site Lighting1X1"1X1"HP3-8HP3-151X1" HP3-8HP3-151X1" HP3-83' from end of wallHP4-8Pole shifted 2' SEJ03J02