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Home My WebLink AboutAB-4012P:\Clients\Urbal Architecture\Merrill Gardens- Renton\DWG\DRAWING\MG RENTON.dwg, PLOT DATE: 1/8/2020 4:46 PMCOVER SHEET C01 1TED-40-4012R-401201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 9706 4th Ave NE Suite 300 Seattle, WA 98115 P: 206.523.0024 F: 206.523.1012 www.dcgengr.com BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES AND ALL OTHER EX FEATURES & CONDITIONS. IF CONDITIONS ARE NOT AS SHOWN &/OR PLANS CANNOT BE CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. CALL 811 (2) BUSINESS DAYS BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE) MERRILL GARDENS AT RENTON CENTER- ADDITION 104 BURNETT AVE S, RENTON, WA 98057CT RB/CT TG TG AS NOTED 1/8/20 PROF E SSIONAL E N G INEERREGISTER E D47652STATEOFWASHIN G T ONTIM O T H Y W.GAB E L E I N34MERRILL GARDENS#4012C16-002264LUA 17-000827PR 17-000638MERRILL GARDENSPROJECT CONTACTS: APPLICANT / OWNER: MGP 47, LLC C/O MERRILL GARDENS 1938 FAIRVIEW AVE E #300 SEATTLE, WA 98102 CIVIL ENGINEER: DAVIDO CONSULTING GROUP, INC. 9706 4TH AVE NE, SUITE 300 SEATTLE, WA 98115 PH: 206-253-0024 CONTACT: CHEYENNE THOMPSON, PE EMAIL: CHEYENNE@DCGENGR.COM SURVEYOR: PACE 11255 KIRKLAND WAY, SUITE 300 KIRKLAND, WA 98033 PH: (425) 827-2014 FAX: (425) 827-5043 CONTACT: BILL HAWKINS, PLS EMAIL: BILLH@PACEENGRS.COM LANDSCAPE ARCHITECT: FAZIO ASSOCIATES 102 NW CANAL ST SEATTLE, WA 98107 PH: 206-774-9490 CONTACT: ROB FAZIO, ASLA EMAIL: ROB@FAZIOASSOCIATES.COM STREET LIGHTING & MEP: ABOSSEIN ENGINEERING 18465 NE 68TH ST SUITE 200 REDMOND, WA 98052 PH: 425-462-9441 CONTACT: JAY WERNER EMAIL: JAY_WERNER@ABOSSEIN.COM UTILITY PROVIDERS: SEWER - CITY OF RENTON (425) 430-7332 WATER - CITY OF RENTON (425) 430-7332 POWER - PUGET SOUND ENERGY (425) 452-1234 GAS - PUGET SOUND ENERGY (425) 452-1234 TELEPHONE - VERIZON (425) 430-4221 CABLE - COMCAST (206) 451-5272 MERRILL GARDENS AT RENTON CENTER- ADDITION 104 BURNETT AVE S, RENTON, WA 98057 SECTION 17, TWN 23, RANGE 05 CIVIL CONSTRUCTION PERMIT VICINITY MAP NOT TO SCALE PROJECT PARCEL SITE INFORMATION: TOTAL EXISTING IMPERVIOUS SURFACE: 16,098 SF TOTAL EXISTING PERVIOUS SURFACE: 274 SF TOTAL NEW/REPLACED IMPERVIOUS SURFACE: 15,667 SF TOTAL IMPERVIOUS SURFACE: 15,667 SF TOTAL NEW/REPLACED PGIS: 677 SF NET NEW IMPERVIOUS AREA: -431 SF (-0.01 AC) BUILDING COVERAGE AREA: 14,515 SF (0.33 AC) PARKING COUNT:0 NEW VEHICLE 4 NEW BIKE PARKING STALLS PROJECT DISTURBANCE AREA DURING CONSTRUCTION (INC. ROW): 21,582 SF (0.50 AC) SITE AREA: 16,372 SF (0.38 AC KING COUNTY PARCEL NUMBER: 7231502030, 7231502120 LEGAL DESCRIPTION: (PER FIDELITY NATIONAL TITLE INSURANCE COMPANY, SUBDIVISION GUARANTEE NO. WA-FBCM-IMP-27WAG14-1-17-20375864, DATED SEPTEMBER 14, 2017.) NOTE- THIS LEGAL DESCRIPTION IS FOR THE ENTIRE MERRILL GARDENS SITE. PARCEL A: THAT PORTION OF HENRY TOBIN DONATION CLAIM NO. 37, SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W. M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF BLOCK 24, TOWN OF RENTON PLAT, WHICH CORNER BEARS SOUTH 89° 07' EAST A DISTANCE OF 30 FEET AND NORTH 0° 46' EAST A DISTANCE OF 530 FEET FROM THE MONUMENT AT THE INTERSECTION OF SECOND AVENUE AND BURNETT STREET; THENCE NORTH 0° 46' EAST A DISTANCE OF 150 FEET; THENCE SOUTH 89°07' EAST A DISTANCE OF 115 FEET; THENCE SOUTH 0° 46' WEST A DISTANCE OF 150 FEET; THENCE NORTH 89° 07' WEST A DISTANCE OF 115 FEET TO THE POINT OF BEGINNING. ALSO, LOTS 1 THROUGH 4, INCLUSIVE, AND LOTS 16 AND 17, BLOCK 24, TOWN OF RENTON, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 1 OF PLATS, PAGE 135, IN KING COUNTY, WASHINGTON; EXCEPT THE EAST 5 FEET OF SAID LOTS 1 THROUGH 3 CONVEYED TO THE CITY OF RENTON FOR ALLEY PURPOSES BY DEED RECORDED UNDER RECORDING NO. 2117471 AND 2117484; AND EXCEPT THE NORTH 10 FEET OF THE SOUTH 30 FEET OF SAID LOT 3 CONVEYED FOR ALLEY RECORDED NOVEMBER 20, 1978 UNDER RECORDING NO. 7811200482; TOGETHER WITH THOSE PORTIONS OF THE ALLEY VACATED BY CITY OF RENTON ORDINANCE NO. 3272, RECORDED DECEMBER 14, 1978 UNDER RECORDING NO. 7812140796 ADJOINING OR ABUTTING THEREON, WHICH ATTACHED TO SAID PREMISES BY OPERATION OF LAW AND TOGETHER WITH THOSE PORTIONS OF THE ALLEYS VACATED BY CITY OF RENTON ORDINANCE NO. 5370, RECORDED APRIL 28, 2008 UNDER RECORDING NO. 20080428000765 PARCEL B: LOT 18, BLOCK 24, TOWN OF RENTON, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 1 OF PLATS, PAGE 135, IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 5 FEET THEREOF CONVEYED TO THE CITY OF RENTON FOR ALLEY PURPOSES BY DEED RECORDED UNDER RECORDING NO. 2117478. EXCEPT THE NORTH 20 FEET THEREOF CONVEYED TO THE CITY OF RENTON BY DEED RECORDED UNDER RECORDING NO. 20080425000371. AND TOGETHER WITH THAT PORTION OF THE ALLEY VACATED BY CITY OF RENTON ORDINANCE NO. 5370, RECORDED APRIL 28, 2008 UNDER RECORDING NO. 20080428000765 PARCEL C: THAT PORTION OF THE HENRY TOBIN DONATION LAND CLAIM NO. 37, SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W. M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EAST LINE OF BURNETT STREET 150 FEET NORTH OF THE NORTHWEST CORNER OF BLOCK 24, TOWN OF RENTON, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 1 OF PLATS, PAGE 135, IN KING COUNTY, WASHINGTON; THENCE EAST PARALLEL WITH THE NORTH LINE OF SAID BLOCK 24 A DISTANCE OF 115 FEET; THENCE NORTH PARALLEL WITH THE EAST LINE OF BURNETT STREET 50 FEET; THENCE WEST PARALLEL WITH THE NORTH LINE OF SAID BLOCK 24 A DISTANCE OF 115 FEET TO THE EAST LINE OF BURNETT STREET; THENCE SOUTH ON THE EAST LINE OF BURNETT STREET 50 FEET TO THE POINT OF BEGINNING; PARCEL D: THAT PORTION OF HENRY TOBIN DONATION LAND CLAIM NO. 37, SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W. M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS; BEGINNING ON THE EAST MARGIN OF BURNETT STREET IN THE CITY OF RENTON NORTH 0°46' EAST 730 FEET FROM THE CENTERLINE OF SECOND AVENUE; THENCE SOUTH 89° 07' EAST 115 FEET; THENCE NORTH 00° 46' EAST 75 FEET; THENCE SOUTH 89° 07' WEST 115 FEET; THENCE SOUTH 0° 46' WEST 75 FEET TO THE POINT OF BEGINNING. PARCEL E: THAT PORTION OF HENRY TOBIN DONATION LAND CLAIM NO. 37, SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF BLOCK 24, TOWN OF RENTON, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 1 OF PLAT, PAGE 135, IN KING COUNTY, WASHINGTON, WHICH CORNER BEARS SOUTH 89° 07' EAST 30 FEET AND NORTH 0° 46' EAST 530 FEET FROM THE MONUMENT AT THE INTERSECTION OF SECOND AVENUE AND BURNETT STREET; THENCE NORTH 0° 46' EAST 275 FEET TO THE POINT OF BEGINNING; THENCE NORTH 0° 46' EAST 76.52 FEET; THENCE SOUTH 89° 07' EAST 115 FEET; THENCE SOUTH 0° 46' WEST 76.52 FEET; THENCE NORTH 89°07' WEST 115 FEET TO THE POINT OF BEGINNING. SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. ADDITION ABBREVIATIONS: CB = CATCH BASIN CONC = CONCRETE CORSWDM = CITY OF RENTON SURFACE WATER DESIGN MANUAL DEMO = DEMOLITION EX = EXISTING FF = FINISH FLOOR FG = FINISH GRADE IE = INVERT ELEVATION LF = LINEAL FEET SD = STORM DRAIN SDCO = STORM DRAIN CLEANOUT SSSCO = SANITARY SIDE SEWER CLEANOUT SSS = SANITARY SIDE SEWER TESC = TEMPORARY EROSION & SEDIMENTATION CONTROL TOC = TOP OF CURB TYP = TYPICAL ZONING INFORMATION: ZONING: CENTER DOWNTOWN (CD) ALLOWED IMPERVIOUS AREA: 100.0% PROVIDED IMPERVIOUS AREA: 95.7% AQUIFER PROTECTION ZONE 1 FRONT SETBACK: NONE REAR SETBACK: NONE SIDE SETBACKS: NONE DRAWING LIST PAGE NO.SHEET NO.DESCRIPTION 1 C01 COVER SHEET 2 C02 PROJECT CONDITIONS 3 C03 SITE PLAN 4 C04 TESC PLAN 5 C05 GRADING PLAN 6 C06 COMPOSITE UTILITY PLAN 7 C07 DRAINAGE PLAN 8 C08 DRAINAGE PROFILE 9 C09 TRANSPORTATION PLAN 10 C10 CITY DETAILS- TESC 11 C11 CITY DETAILS- TESC (CONT.) 12 C12 CITY DETAILS- WATER 13 C13 CITY DETAILS- WATER (CONT.) 14 C14 CITY DETAILS- SEWER 15 C15 CITY DETAILS- ROADWAY 16 C16 CITY DETAILS- ROADWAY (CONT.) 17 C17 CITY DETAILS- STORM DRAIN 18 C18 CITY DETAILS - MISC 19 C19 PROJECT SURVEY 20 C20 PROJECT SURVEY 21 C21 PROJECT SURVEY 22 L0.00 TREE RETENTION / LAND CLEARING PLAN 23 L1.00 GROUND LEVEL LANDSCAPE PLAN 24 L1.03 GROUND LEVEL IRRIGATION PLAN 25 L2.00 PLANTING & IRRIGATION SCHEDULES & SITE ELEMENTS 26 L2.01 PLANTING DETAILS 27 L2.02 PLANTING & SITE DETAILS 28 L2.03 IRRIGATION DETAILS 29 L2.04 IRRIGATION DETAILS 30 E1.0 STREET LIGHTING GENERAL NOTES 31 E2.0 STREET LIGHTING - POWER & PHOTOMETRICS 32 E3.0 STREET LIGHTING DETAILS 33 E3.1 STREET LIGHTING DETAILS 34 E4.0 STREET LIGHTING SPECIFICATIONS CONSTRUCTION RECORD DRAWING: THIS SHEET CONTAINS AS-BUILT INFORMATION. MINOR REVISIONS ARE SHOWN BY STRIKING THROUGH THE ORIGINAL TEXT AND DENOTING THE AS-BUILT INFORMATION ADJACENT. OTHER REVISIONS ARE DENOTED BY REVISION CLOUDS. AS-BUILT INFORMATION WAS SURVEYED BY D.R. STRONG AND SUPPORTING PHOTOS AND DOCUMENTATION WAS PROVIDED BY SRM (CONTRACTOR). DCG IS REPONSIBLE FOR NOTATING THE AS-BUILT INFORMATION ON THE DRAWINGS BUT IS NOT RESPONSIBLE FOR THE ORIGINAL AS-BUILT DATA PROVIDED TO DCG. Digitally signed by Timothy Wilson Gabelein Date: 2020.01.22 16:30:43 -08'00' P:\Clients\Urbal Architecture\Merrill Gardens- Renton\DWG\DRAWING\MG RENTON.dwg, PLOT DATE: 1/8/2020 4:46 PMPROJECT CONDITIONS C02 2TED-40-4012R-401201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 9706 4th Ave NE Suite 300 Seattle, WA 98115 P: 206.523.0024 F: 206.523.1012 www.dcgengr.com BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES AND ALL OTHER EX FEATURES & CONDITIONS. IF CONDITIONS ARE NOT AS SHOWN &/OR PLANS CANNOT BE CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. CALL 811 (2) BUSINESS DAYS BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE) MERRILL GARDENS AT RENTON CENTER- ADDITION 104 BURNETT AVE S, RENTON, WA 98057CT RB/CT TG TG AS NOTED 1/8/20 PROF E SSIONAL E N G INEERREGISTER E D47652STATEOFWASHIN G T ONTIM O T H Y W.GAB E L E I N34MERRILL GARDENS#4012C16-002264LUA 17-000827PR 17-000638MERRILL GARDENSSEPA MITIGATION MEASURES: DETERMINATION OF NON-SIGNIFICANCE- MITIGATED (DNS-M) ISSUED JANUARY 8, 2018 1.THE PROJECT SHALL COMPLY WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT, PREPARED BY PANGEO INCORPORATED DATED NOVEMBER 27, 2017, AND FUTURE ADDENDA. 2.THE APPLICANT'S GEOTECHNICAL ENGINEER SHALL REVIEW THE PROJECT'S CONSTRUCTION AND BUILDING PERMIT 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 AND ERC MITIGATION MEASURES AND ADVISORY NOTES PAGE 2 OF 2 BUILDING PERMIT PLANS AND IN THEIR OPINION THE PLANS AND SPECIFICATIONS MEET THE INTENT OF THE REPORT(S). GEOTECHNICAL RECOMMENDATIONS: SOIL TYPE: THE SITE IS UNDERLAIN BY 5 TO 8 FEET OF FILL OVERLYING LOOSE SAND. THE SAND BECOMES DENSER WITH DEPTH, GRADING TO MEDIUM DENSE AT 20 FEET BELOW GRADE AND DENSE AT 30 TO 35 FEET BELOW GRADE. GROUNDWATER CONDITIONS: GROUNDWATER WAS ENCOUNTERED AT 16 TO 17 FEET BELOW GRADE AT THE TIME OF THE FIELD EXPLORATION. TEMPORARY SLOPES: 1H:1V MAX (HORIZONTAL:VERTICAL) PERMANENT SLOPES: 2H:1V MAX ALLOWABLE BEARING PRESSURE (DESIGN): 5,000 PSF AFTER COMPLETION OF GROUND IMPROVEMENT. NOTE THIS IS AN INFORMATIONAL SUMMARY ONLY. FOR COMPLETE RECOMMENDATIONS, SEE THE GEOTECHNICAL REPORT BY PANGEO, INC. (NOVEMBER 2017). HEARING EXAMINER CONDITIONS (LUA17-000827): STAFF RECOMMENDS APPROVAL OF THE MERRILL GARDENS AT RENTON ADDITION, FILE NO. LUA17-000827, AS DEPICTED IN EXHIBIT 4, SUBJECT TO THE FOLLOWING CONDITIONS: 1.THE APPLICANT SHALL COMPLY WITH THE FOLLOWING MITIGATION MEASURES ISSUED AS PART OF THE DETERMINATION OF NON-SIGNIFICANCE MITIGATED, DATED JANUARY 8, 2018. a.THE PROJECT SHALL COMPLY WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT, PREPARED BY PANGEO INCORPORATED DATED NOVEMBER 27, 2017, AND FUTURE ADDENDA. b.THE APPLICANT'S GEOTECHNICAL ENGINEER SHALL REVIEW THE PROJECT'S CONSTRUCTION AND BUILDING PERMIT 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 AND BUILDING PERMIT PLANS AND IN THEIR OPINION THE PLANS AND SPECIFICATIONS MEET THE INTENT OF THE REPORT(S). 2.THE APPLICANT SHALL SUBMIT REVISED UTILITY AND LANDSCAPE PLANS WITH THE CONSTRUCTION PERMIT APPLICATION THAT RELOCATES THE FIRE HYDRANT AWAY FROM THE CURRENT LOCATION NEAR THE BUILDING'S ENTRANCE AND PROPOSED STREET TREE PLANTING AND PLACES IT FURTHER SOUTH NEAR THE WATER/FIRE ROOM. THE REVISED PLANS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 3.THE APPLICANT SHALL REPLACE THE EXISTING STREET TREE GRATE ALONG THE PROPERTY FRONTAGE WITH A GRATE MATCHING THE THREE (3) NEW STREET TREES AS REQUIRED BY THE DOWNTOWN STREETSCAPE DESIGN STANDARDS AND GUIDELINES. THE REPLACED GRATE SHALL BE SHOWN ON THE FINAL LANDSCAPE PLAN SUBMITTED WITH THE CONSTRUCTION PERMIT APPLICATION TO BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 4.THE APPLICANT SHALL SUBMIT A SEPARATE DETAILED PLAN SET IDENTIFYING THE LOCATION AND SCREENING PROVIDED FOR ALL SURFACE AND ROOF TOP UTILITY/MECHANICAL EQUIPMENT WITH THE BUILDING PERMIT APPLICATION. THE PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 5.THE APPLICANT SHALL SUBMIT DETAILED SPECIFICATIONS OF THE EXISTING REFUSE AND RECYCLING AREA TO CONFIRM COMPLIANCE WITH THE CODE. THE SPECIFICATIONS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 6.THE APPLICANT SHALL SUBMIT FENCING DETAILS WITH THE BUILDING PERMIT APPLICATION. FENCING SURROUNDING THE EXTERIOR DECK SPACES SHALL BE MADE OF HIGH QUALITY MATERIAL THAT COMPLEMENTS THE ARCHITECTURE OF THE BUILDING. FENCING DETAILS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 7.THE APPLICANT SHALL PROVIDE SPECIFICATIONS FOR THE METAL CANOPY THAT CONFIRMS THE WEATHER PROTECTION EXTENDS AT LEAST 4.5-FEET FROM THE BUILDING'S FAÇADE. THE SPECIFICATIONS SHALL BE PROVIDED WITH THE BUILDING PERMIT APPLICATION FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO APPROVAL. 8.THE APPLICANT SHALL PROVIDE CUT-SHEET DETAILS OF THE PROPOSED ORNAMENTAL LIGHTING SCONCES LOCATED NEAR THE BUILDING'S ENTRANCE AND ALONG THE STREET FAÇADE WITH THE BUILDING PERMIT APPLICATION. THE ORNAMENTAL LIGHTING FIXTURES SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 9.THE APPLICANT SHALL MAINTAIN VISUAL ACCESSIBILITY ALONG THE GROUND LEVEL DURING TYPICAL BUSINESS AND DAYTIME HOURS. BETWEEN THE HOURS OF 8AM AND 7PM THE GROUND FLOOR STOREFRONT WINDOWS SHALL NOT BE COVERED WITH BLINDS OR OTHER VISUAL OBSTRUCTIONS. 10.THE APPLICANT SHALL PROVIDE AN ALTERNATIVE METHOD TO THE METAL GREEN SCREEN TO TREAT THE WATER/FIRE ROOM EXTERIOR BLANK WALL. THE BLANK WALL TREATMENT MAY INCLUDE BUT IS NOT LIMITED TO ARTWORK, CLERESTORY GLAZING, AESTHETICALLY IMPROVED DOOR, AND ADDITIONAL ARCHITECTURAL DETAILING. THE REVISED BLANK WALL TREATMENT SHALL BE SHOWN ON THE ELEVATION PLAN AND SUBMITTED WITH THE BUILDING PERMIT APPLICATION FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 11.THE APPLICANT SHALL SUBMIT REVISED ELEVATION SHEETS WITH THE BUILDING PERMIT APPLICATION THAT INCORPORATES AT LEAST ONE (1) ADDITIONAL CLADDING MATERIAL. THE REVISED ELEVATIONS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 12.THE APPLICANT SHALL SUBMIT A MATERIALS BOARD PROVIDING SAMPLE MATERIALS AND COLORS FOR THE BUILDING'S EXTERIOR CLADDING. THE MATERIALS BOARD SHALL BE SUBMITTED WITH THE BUILDING PERMIT APPLICATION FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT APPROVAL. 13.THE APPLICANT SHALL SUBMIT REVISED ELEVATIONS WITH THE BUILDING PERMIT APPLICATION THAT PROVIDES ADDITIONAL SCONCE LIGHTING ALONG THE NORTH STOREFRONT FAÇADE AT INTERVALS CONSISTENT WITH THE WILLIAMS AVE S FRONTAGE. THE ADDITIONAL LIGHTING SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 14.THE APPLICANT SHALL PROVIDE DETAILS OF OFF-STREET BICYCLE PARKING (EXISTING OR PROPOSED) FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL OR REQUEST A FORMAL MODIFICATION FROM THE MINIMUM BICYCLE PARKING REQUIREMENTS PER RMC 4-9-250D2 PRIOR TO BUILDING PERMIT APPROVAL. Digitally signed by Timothy Wilson Gabelein Date: 2020.01.22 16:31:39 -08'00' FOUND 1/2" REBAR/NO CAP GM C.O. C.O. FDC WM TVHH C.O. SLHH FDC 6"DEC. WM WM C.O. TVHH CURBCUTASPHALT CURBCUTCONCRETE WALKWM 6"DEC. 6"DEC. 6"DEC. 6"DEC. 6"DEC. TELHH CONC. CURB & GUTTERCONC. CURBASPHALT CONC. WALK9.5' DOOR 8'CLF ROOF LINECB, TOP=39.03 I.E. 8"CONC(ESE)=37.1 CB, SOLID LID TOP=39.52 I.E. 8"PVC(N)=36.7 I.E. 8"PVC(S)=36.6 CB, SOLID LID TOP=39.43 I.E. 8"PVC(N)=35.8 I.E. 8"PVC(S)=35.8 I.E. 8"PVC(W)=35.18 SDMH, TOP=39.34 I.E. 8"PVC(E)=35.2 I.E. 8"PVC(S)=35.1 I.E. 8"PVC(N)=35.1 CB, TOP=38.84 I.E. 8"CONC(W)=37.3 SDMH, TOP=39.36 I.E. 8"CONC(E)=37.4 I.E. 8"PVC(W)=36.9 I.E. 12"CONC(S)=35.3 I.E. 12"CONC(N)=35.1 CB, TOP=39.16 I.E. 8"CONC(E)=36.9 SSMH, TOP=39.89 FULL OF WATER, PIPES NOT VISIBLE CTR. CHNL.(N-S)=35.4 18 17 16 ~~ 5'5'10'~FF=39.62 FF=40.55 FF=40.50 FF=40.48 WILLIAMS AVE SSPDSDSDSDSDSDSN1° 29' 19.94"E911.755EX 8" SEWER MAIN (S-2110)EX 12" WATER MAIN (W-3226)SSSSSSSSSSSSFIRE FIRE FIRE FIRE W W W GAS GAS GAS SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD Xref ..\ARCH_BASE\CAD Plans Addition\13009 plan l1_fazio. d w g WMAIN ENTRANCE FF 40.04 SERVICE ENTRANCE FF 39.63 WATER/FIRE ROOM FF 40.21 PUBLIC ALLEY WUGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP W W W W W W W W SD SD SD SD SD SD SDSDSDSDSDSDWWSD W FH1 2 3 4 5 6 8 9 10 11 12 13 7.00' 10.20' 134.0'7 SCALE IN FEET 10 5 0 10 20 P:\Clients\Urbal Architecture\Merrill Gardens- Renton\DWG\DRAWING\MG RENTON.dwg, PLOT DATE: 1/8/2020 4:47 PMSITE PLAN C03 3 LEGEND: CONCRETE SIDEWALK ASPHALT PAVEMENT WATER METER VAULT LANDSCAPETED-40-4012R-401201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 9706 4th Ave NE Suite 300 Seattle, WA 98115 P: 206.523.0024 F: 206.523.1012 www.dcgengr.com BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES AND ALL OTHER EX FEATURES & CONDITIONS. IF CONDITIONS ARE NOT AS SHOWN &/OR PLANS CANNOT BE CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. CALL 811 (2) BUSINESS DAYS BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE) MERRILL GARDENS AT RENTON CENTER- ADDITION 104 BURNETT AVE S, RENTON, WA 98057CT RB/CT TG TG AS NOTED 1/8/20 PROF E SSIONAL E N G INEERREGISTER E D47652STATEOFWASHIN G T ONTIM O T H Y W.GAB E L E I N34MERRILL GARDENS#4012C16-002264LUA 17-000827PR 17-000638MERRILL GARDENSKEY NOTES: KEY NOTE:DETAIL/ SHEET EX MERRILL GARDENS BUILDING TO REMAIN - PROTECT EX GREASE INTERCEPTOR TO REMAIN. GREASE INTERCEPTOR MUST REMAIN IN SERVICE DURING CONSTRUCTION - NEW BOLLARDS (TYP) SUBJECT TO PSE APPROVAL - EX BUILDING ENCROACHES IN TO ALLEY ROW PER SURVEY - NEW STREETLIGHT (TYP) SEE STREETLIGHTING PLANS E1.0-E4.0 NEW 2.25' ROW DEDICATION TO BACK OF SIDEWALK - NEW STREET TREE W/ GRATE (TYP) SEE LANDSCAPE PLANS - NEW BUILDING CANOPY (TYP) SEE ARCHITECTURAL PLANS - EX TREE TO BE REMOVED. SALVAGE EX GRATE TO COR - NEW BIKE RACK (TYP)- EX STREET LIGHT TO BE REMOVED AND REPLACED. SEE STREETLIGHTING PLANS E1.0-E4.0 NEW PERIMETER CURB, SEE LANDSCAPE PLANS - TRASH/RECYLING RECEPTACLES, SEE LANDSCAPE PLANS - 1 2 3 4 5 6 7 8 9 10 11 12 13 20.00'14.5' Digitally signed by Timothy Wilson Gabelein Date: 2020.01.22 16:31:53 -08'00' FOUND 1/2" REBAR/NO CAP GM C.O. C.O. FDC WM TVHH C.O. SLHH FDC 6"DEC. WM WM C.O. TVHH CURBCUTASPHALT CURBCUTCONCRETE WALKWM 6"DEC. 6"DEC. 6"DEC. 6"DEC. 6"DEC. TELHH CONC. CURB & GUTTERCONC. CURBASPHALT CONC. WALK9.5' DOOR 8'CLF ROOF LINECB, TOP=39.03 I.E. 8"CONC(ESE)=37.1 CB, SOLID LID TOP=39.52 I.E. 8"PVC(N)=36.7 I.E. 8"PVC(S)=36.6 CB, SOLID LID TOP=39.43 I.E. 8"PVC(N)=35.8 I.E. 8"PVC(S)=35.8 I.E. 8"PVC(W)=35.18 SDMH, TOP=39.34 I.E. 8"PVC(E)=35.2 I.E. 8"PVC(S)=35.1 I.E. 8"PVC(N)=35.1 CB, TOP=38.84 I.E. 8"CONC(W)=37.3 SDMH, TOP=39.36 I.E. 8"CONC(E)=37.4 I.E. 8"PVC(W)=36.9 I.E. 12"CONC(S)=35.3 I.E. 12"CONC(N)=35.1 CB, TOP=39.16 I.E. 8"CONC(E)=36.9 SSMH, TOP=39.89 FULL OF WATER, PIPES NOT VISIBLE CTR. CHNL.(N-S)=35.4 18 17 16 ~5'5'10'~FF=39.62 FF=40.55 FF=40.50 FF=40.48 WILLIAMS AVE SN1° 29' 19.94"E911.755EX 8" SEWER MAIN (S-2110)EX 12" WATER MAIN (W-3226)X X X X X X X X X X X X X X X X XHVFHVFHVFHVFHVFHVFHVFHVFHVFHVFHVFHVFHVF X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXHVFHVFHVFHVFHVFHVFHVFHVF HVF HVFHVFHVFHVFHVFHVFHVFHVFHVFHVFHVFHVFHVFHVFHVFHVFHVF1 2 3 3 4 5 5 6 7 SCALE IN FEET 10 5 0 10 20 KEY NOTES: KEY NOTE:DETAIL/SH EET INSTALL APPROX 430 LF SILT FENCE OR STRAW WATTLES. PERIMETER RUNOFF CONTROL MUST BE PROVIDED AT PROPERTY BOUNDARIES EC1/C10, EC2/C10 (COR STD PLAN 213.40, 214.00) TEMPORARY CHAIN LINK CONSTRUCTION FENCING WITH HIGH VISIBILITY OR PRIVACY FABRIC PANELS - INSTALL TEMPORARY INLET PROTECTION ON EX SD INLET OR CLOSEST SD INLET DOWNSTREAM OF SITE. INLETS SHALL BE CLEANED OF ANY CONSTRUCTION DEBRIS AS REQUIRED. EC4/C11 (COR STD PLAN 216.30) INSTALL TEMPORARY STABILIZED CONSTRUCTION ENTRANCE. CONSTRUCTION ENTRANCE NOT REQUIRED TO BE INSTALLED IF EX ASPHALT REMAINS EC3/C10 (COR STD PLAN 215.10) EX BUILDING AND PARKING AREA TO BE DEMOLISHED - CONTRACTOR TO SWEEP STREET DAILY OR MORE OFTEN IF NECESSARY TO REMOVE TRACKED SEDIMENT - EX TREE TO BE REMOVED - 1 2 3 4 5 6 7 P:\Clients\Urbal Architecture\Merrill Gardens- Renton\DWG\DRAWING\MG RENTON.dwg, PLOT DATE: 1/8/2020 4:47 PMTESC PLAN C04 4TED-40-4012R-401201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 9706 4th Ave NE Suite 300 Seattle, WA 98115 P: 206.523.0024 F: 206.523.1012 www.dcgengr.com BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES AND ALL OTHER EX FEATURES & CONDITIONS. IF CONDITIONS ARE NOT AS SHOWN &/OR PLANS CANNOT BE CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. CALL 811 (2) BUSINESS DAYS BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE) MERRILL GARDENS AT RENTON CENTER- ADDITION 104 BURNETT AVE S, RENTON, WA 98057CT RB/CT TG TG AS NOTED 1/8/20 PROF E SSIONAL E N G INEERREGISTER E D47652STATEOFWASHIN G T ONTIM O T H Y W.GAB E L E I N34MERRILL GARDENS#4012C16-002264LUA 17-000827PR 17-000638MERRILL GARDENSLEGEND: CONSTRUCTION ENTRANCE SILT FENCE OR STRAW WATTLES TEMPORARY CHAIN LINK CONSTRUCTION FENCING WINTER GRADING NOTE: FROM OCTOBER 1 TO APRIL 30, NO SOILS SHALL REMAIN EXPOSED FOR MORE THAN 2 DAYS. FROM MAY 1 THROUGH SEPTEMBER 30, NO SOILS HALL REMAIN EXPOSED FOR MORE THAN 7 DAYS. ADJACENT PROPERTIES SHALL BE PROTECTED FROM SEDIMENT OR STORMWATER RUNOFF BY VEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS, FILTERS, BERMS OR OTHER SUITABLE METHOD TO ENSURE THEIR PROPERTY IS NOT DAMAGED CITY OF RENTON WET SEASON EROSION CONTROL MEASURES SHALL BE FOLLOWED FROM OCTOBER 1ST TO APRIL 30TH. GENERAL TESC NOTES AND RECOMMENDED CONSTRUCTION SEQUENCE: SEE SHEET C10 X HVF NOTE: NO DEWATERING IS PROPOSED. NOTIFY GEOTECHNICAL ENGINEER IF SITE CONDITIONS DIFFER AT TIME OF CONSTRUCTION. SEE GEOTECHNICAL RECOMMENDATIONS SUMMARY ON SHEET C18- PROJECT CONDITIONS. PERIMETER RUNOFF CONTROL SHALL BE PROVIDED AT PROPERTY BOUNDARIES. DUST CONTROL MEASURES SHALL BE IMPLEMENTED AS NECESSARY. Digitally signed by Timothy Wilson Gabelein Date: 2020.01.22 16:32:09 - 08'00' FOUND 1/2" REBAR/NO CAP GM C.O. C.O. FDC WM TVHH C.O. SLHH FDC 6"DEC. WM WM C.O. TVHH WM CURBCUTASPHALT CURBCUTCONCRETE WALKWM 6"DEC. 6"DEC. 6"DEC. 6"DEC. 6"DEC. TELHH CONC. CURB & GUTTERCONC. CURBASPHALT CONC. WALK9.5' DOOR 8'CLF ROOF LINECB, TOP=39.03 I.E. 8"CONC(ESE)=37.1 CB, SOLID LID TOP=39.52 I.E. 8"PVC(N)=36.7 I.E. 8"PVC(S)=36.6 CB, SOLID LID TOP=39.43 I.E. 8"PVC(N)=35.8 I.E. 8"PVC(S)=35.8 I.E. 8"PVC(W)=35.18 SDMH, TOP=39.34 I.E. 8"PVC(E)=35.2 I.E. 8"PVC(S)=35.1 I.E. 8"PVC(N)=35.1 CB, TOP=38.84 I.E. 8"CONC(W)=37.3 SDMH, TOP=39.36 I.E. 8"CONC(E)=37.4 I.E. 8"PVC(W)=36.9 I.E. 12"CONC(S)=35.3 I.E. 12"CONC(N)=35.1 CB, TOP=39.16 I.E. 8"CONC(E)=36.9 SSMH, TOP=39.89 FULL OF WATER, PIPES NOT VISIBLE CTR. CHNL.(N-S)=35.4 18 17 16 EXISTING 5' ALLEY, REC. NO. 2117471 & 2117484 5' ALLEY, REC. NO. 2117478 VACATED PER CITY OF RENTON ORD. #5370 PARCEL B 3,452 SF 0.08 AC~~50.00'MAG NAIL W/WASHER STAMPED "LS 33130" LEAD/TACK W/WASHER STAMPED "LS 33130" TACK/LEAD W/WASHER STAMPED "LS 33130" LEAD/TACK W/WASHER STAMPED "LS 33130" 20' RIGHT OF WAY DEDICATION PER CITY OF RENTON ORD. #5370 ~~N01°29'20"E50.00'N88°23'47"W 120.06' N88°23'47"W 115.06'N01°29'20"E100.00'N88°23'47"W 10.00' 5'5'10'~FF=39.62 FF=40.55 FF=40.50 FF=40.48 FF=40.46 SEE DETAIL "A"30.00'N88°23'47"W 115.06'WILLIAMS AVE SSPDSDSDSDSDSDSN1° 29' 19.94"E911.755EX 8" SEWER MAIN (S-2110)EX 12" WATER MAIN (W-3226)SSSSSSSSSSSSFIRE FIRE FIRE FIRE W W W GAS GAS GAS SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD Xref ..\ARCH_BASE\CAD Plans Additio n \ 1 3 0 0 9 p l a n l 1 _ f a z i o . d w g WMAIN ENTRANCE FF 40.04 SERVICE ENTRANCE FF 39.63 WATER/FIRE ROOM FF 40.21 PUBLIC ALLEY WUGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP W W W W W W W W SD SD SD SD SD SD SDSDSDSDSDSDFG 39.65 FG 39.61 EG/FG 39.71 FG 39.72 TOC 39.54 EG FL 39.04 EG FL 39.02 TOC 39.52 EG FL 39.15 TOC 39.65 EG FL 39.30 TOC 39.80 EG FL 39.31 TOC 39.81 EG TOC 39.82 FG 39.98 FG 39.99 FG 39.83 FG 39.70 EG 40.52 EG 40.50 EG 40.48 EG 40.46 FG 40.04 FG 40.21 FG 39.63 TOC 40.50 TOC 40.50 TOC 40.50 TOC 40.50 TOC 40.50 TOC 40.50 FG 39.63 FG 39.51 FG 39.47 FG 39.47 FG 39.47 EG FL 39.10 TOC 39.60 EG FL 39.14 TOC 39.64 FG 39.82 TOC 39.70 FG 39.88 EG FL 39.13 TOC 39.63 FG 39.81 EG 39.00 EG/FG 39.05 FG 39.60 TOC 39.66 EG/FG 39.31 EG/FG 39.45 EG/FG 39.60FG 39.91 EG FL 39.19 EG/FG 39.54 EG/FG 39.42 EG/FG 39.16 FG 40.21 FG 39.65 FG 39.63 FG 39.55 EG FL 39.23 TOC 39.73 WWSD W FH4.0'CURVE DATA TABLE* RADIUS LENGTH DELTA 10.00 4.34 24.84 PC STA PC OFFSET PC ELEV [FL] 2+10.66 18.30 RT 39.22 1/4 ELEV [FL]1/2 ELEV [FL]3/4 ELEV [FL] 39.25 39.28 39.31 PT STA PT OFFSET PT ELEV [FL] 2+13.74 15.30 RT 39.35 RADIUS LENGTH DELTA 10.00 9.88 56.63 PC STA PC OFFSET PC ELEV [FL] 2+13.74 15.30 RT 39.35 1/4 ELEV [FL]1/2 ELEV [FL]3/4 ELEV [FL] 39.44 39.49 39.53 PT STA PT OFFSET PT ELEV [FL] 2+22.09 10.80 RT 39.56 RADIUS LENGTH DELTA 10.00 9.88 56.63 PC STA PC OFFSET PC ELEV [FL] 2+27.09 10.80 RT 39.58 1/4 ELEV [FL]1/2 ELEV [FL]3/4 ELEV [FL] 39.57 39.55 39.51 PT STA PT OFFSET PT ELEV [FL] 2+35.44 15.30 RT 39.45 RADIUS LENGTH DELTA 10.00 4.34 39.45 PC STA PC OFFSET PC ELEV [FL] 2+35.44 15.30 RT 39.58 1/4 ELEV [FL]1/2 ELEV [FL]3/4 ELEV [FL] 39.42 39.39 39.37 PT STA PT OFFSET PT ELEV [FL] 2+38.53 18.30 RT 39.35 C1 C2 C3 C4 *CURVE STATION AND OFFSET ARE MEASURED AT FACE OF CURB. ELEVATION IS MEASURED AT THE BOTTOM OF THE FACE OF CURB. SCALE IN FEET 10 5 0 10 20 P:\Clients\Urbal Architecture\Merrill Gardens- Renton\DWG\DRAWING\MG RENTON.dwg, PLOT DATE: 1/8/2020 4:47 PMLEGEND: CONCRETE SIDEWALK ASPHALT PAVEMENT WATER METER VAULT LANDSCAPE + XX.XX SURVEY SPOT ELEVATION GRADING NOTES: PARCEL AREA: 79,494 SF (1.83 AC) PROJECT AREA: 16,372 SF (0.38 AC) EST CUT/FILL: 1210 CY CUT/305 CY FILL FILL ORIGIN:TBD BY CONTRACTOR GRADING PLAN C05 5TED-40-4012R-401201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 9706 4th Ave NE Suite 300 Seattle, WA 98115 P: 206.523.0024 F: 206.523.1012 www.dcgengr.com BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES AND ALL OTHER EX FEATURES & CONDITIONS. IF CONDITIONS ARE NOT AS SHOWN &/OR PLANS CANNOT BE CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. CALL 811 (2) BUSINESS DAYS BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE) MERRILL GARDENS AT RENTON CENTER- ADDITION 104 BURNETT AVE S, RENTON, WA 98057CT RB/CT TG TG AS NOTED 1/8/20 PROF E SSIONAL E N G INEERREGISTE R E D47652STATEOFWASHIN G T ONTIM O T H Y W.GAB E L E I N34MERRILL GARDENS#4012C16-002264LUA 17-000827PR 17-000638MERRILL GARDENSC1 C2 C3 C4 ALLEY GRADING AND PROFILE, SEE SHEET C08 9.0' Digitally signed by Timothy Wilson Gabelein Date: 2020.01.22 16:32:20 -08'00' FOUND 1/2" REBAR/NO CAP GM C.O. C.O. FDC WM TVHH C.O. SLHH FDC 6"DEC. WM WM C.O. TVHH CURBCUTASPHALT CURBCUTCONCRETE WALKWM 6"DEC. 6"DEC. 6"DEC. 6"DEC. 6"DEC. TELHH CONC. CURB & GUTTERCONC. CURBCONC. WALK9.5' DOOR 8'CLF ROOF LINECB, TOP=39.03 I.E. 8"CONC(ESE)=37.1 CB, SOLID LID TOP=39.52 I.E. 8"PVC(N)=36.7 I.E. 8"PVC(S)=36.6 CB, SOLID LID TOP=39.43 I.E. 8"PVC(N)=35.8 I.E. 8"PVC(S)=35.8 I.E. 8"PVC(W)=35.18 SDMH, TOP=39.34 I.E. 8"PVC(E)=35.2 I.E. 8"PVC(S)=35.1 I.E. 8"PVC(N)=35.1 CB, TOP=38.84 I.E. 8"CONC(W)=37.3 SDMH, TOP=39.36 I.E. 8"CONC(E)=37.4 I.E. 8"PVC(W)=36.9 I.E. 12"CONC(S)=35.3 I.E. 12"CONC(N)=35.1 CB, TOP=39.16 I.E. 8"CONC(E)=36.9 SSMH, TOP=39.89 FULL OF WATER, PIPES NOT VISIBLE CTR. CHNL.(N-S)=35.4 18 17 16 ~~ 5'5'10'~FF=39.62 FF=40.55 FF=40.50 FF=40.48 WILLIAMS AVE SSPDSDSDSDSDSDSN1° 29' 19.94"E911.755EX 8" SEWER MAIN (S-2110)EX 12" WATER MAIN (W-3226)SSSSSSSSSSSSFIRE FIRE FIRE FIRE W W W GAS GAS GAS SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD Xref ..\ARCH_BASE\CAD Plans Addition\13009 plan l1_fa z i o . d w g WMAIN ENTRANCE FF 40.04 SERVICE ENTRANCE FF 39.63 WATER/FIRE ROOM FF 40.210+000+501+001+501+75PUBLIC ALLEY WUGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP W W W W W W W W 1+00 1+50 2+00 2+50 SD SD SD SD SD SD SDSDSDSDSDSDWWSD W FH3 4 5 7 6 9 12 15 10 21 22 11 14 18 19 1 2 8 20 13 16 29 23 26 27 17 28 30 31 32 24 25 E F GD C BA 33 334.0'34 34 35 36 37 37 38 SCALE IN FEET 10 5 0 10 20 KEY NOTES: KEY NOTE:DETAIL/ SHEET PROTECT EX GREASE INTERCEPTOR, MUST REMAIN IN SERVICE DURING CONSTRUCTION - TRANSFORMER LOCATION, COORDINATE WITH PSE - ADJUST EX JBOX TO FINISHED GRADE. VAULT COVERS SHALL COMPLY WITH DOWNTOWN STREETSCAPE STANDARDS. SEE VAULT COVER NOTES ON SHEET C09. COR STD PLAN 102.1 PROTECT EX JUNCTION BOX AND ADJUST TO FINISHED GRADE - UG ELECTRICAL SERVICE TO TRANSFORMER. ROUTING IS APPROXIMATE- SEE PSE DRAWING #101113708 - EX 1 1/2" WATER SERVICE HAS BEEN INACTIVE FOR SEVERAL YEARS PER COR (ACCOUNT NO 000743-000). ABANDON EX SERVICE AND SALVAGE METER TO COR - EX PSE VAULT TO REMAIN - STREET LIGHTING JUNCTION BOX AND CONDUIT (TYP)E1.0-E4.0 REMOVE CLEANOUT AND CAP EX SSS AT BACK OF CURB - STA 2+12.89, REPLACE EX SIDE SEWER FROM CLEANOUT TO BUILDING AND ANY PORTION THAT IS NOT 6" DIA PVC. CONTRACTOR TO POTHOLE EX SSS AND NOTIFY ENGINEER IF 2.00% SLOPE FROM BUILDING PLUMBING CONNECTION CANNOT BE MAINTAINED 6" IE ±37.50 AT BUILDING SS1/C14 (COR STD PLAN 403.1) RETIRE EX GAS SERVICE AT MAIN, COORDINATE W/ PSE - REMOVE EX FIRE SERVICE VAULT AND INTERIOR PIPING INC. 1" DOMESTIC SERVICE. RETURN 1" METER TO CITY - FIRE HYDRANT ASSEMBLY WA2/C12 (COR STD PLAN 310.1) ADJUST EX JBOX TO FINISHED GRADE - REMOVE EX CLEANOUT - 3" DOMESTIC SERVICE CONNECTION. REQUIRED DCVA LOCATED INSIDE BUILDING. POTHOLE EX GAS MAIN PRIOR TO TRENCHING FOR WATER SERVICE AND NOTIFY ENGINEER IF THERE IS A CONFLICT WITH METER VAULT WA1/C12, WA3/C12 (COR STD PLAN 300.1, 320.4) 6" FIRE SERVICE CONNECTION. DDCVA LOCATED INSIDE BUILDING WA5/C13 (COR STD PLAN 360.5) STANDPIPE FIRE DEPARTMENT CONNECTION. 3.0' CLEAR (MIN) REQUIRED IN ALL DIRECTIONS - FIRE LINE POST INDICATOR VALVE WA5/C13 (COR STD PLAN 360.5) 1 1 2" IRRIGATION SERVICE TO BE INSTALLED BY CITY FORCES. CONTRACTOR SHALL PROVIDE ALL EXCAVATION AND EXPOSE THE WATER MAIN AND ALSO DIG THE TRENCH FOR THE NEW SERVICE LINE FROM THE MAIN TO THE METER. DCVA TO BE LOCATED IN WATER/FIRE ROOM. IRRIGATION SERVICES WILL IRRIGATE PRIVATE PROPERTY AND STREET TREES WA7/C18 (COR STD PLAN 320.2) EX STREET LIGHT TO BE REMOVED AND REPLACED EC1.0-EC4.0 PROTECT EX WATER SERVICE - STA 2+34.71 NEW GAS SERVICE AND METER, COORDINATE WITH PSE - STA 1+28.18 NEW 6" SSS @ 2.00% MIN SLOPE, W/ NEW CONNECTION TO MAIN 6" IE ±37.50 AT BUILDING SS2/C14, SS3/C14 (COR STD PLAN 406.2, 406.1) NEW SSCO #1 RIM TO FINISHED GRADE SS1/C14 (COR STD PLAN 403.1) STREET LIGHTING CONDUIT (TYP)E1.0 - E4.0 NEW SSCO #2 RIM TO FINISHED GRADE SS1/C14 (COR STD PLAN 403.1) ±25 LF 6" DI PIPE - STA 2+20.40, 9.45' LT 12" X 6" TAPPING TEE (MJxFL) 6" TAPPING VALVE (FLxMJ) W/ CONC THRUST BLOCK ±25 LF 6" DI PIPE TO HYDRANT WA1/C12, WA4/C13 (COR STD PLAN 300.1, 330.2) STA 2+26.82, 9.45' LT 12" X 4" TAPPING TEE (MJxFL) 4" TAPPING VALVE (FLxMJ) W/ CONC THRUST BLOCK ±27 LF DI PIPE TO METER WA1/C12, WA4/C13 (COR STD PLAN 300.1, 330.2) STA 2+30.29, 9.45' LT 12" X 6" TAPPING TEE (MJxFL) 6" TAPPING VALVE (FLxMJ) W/ CONC THRUST BLOCK ±40 LF 6" DI PIPE TO PIV WA1/C12, WA4/C13 (COR STD PLAN 300.1, 330.2) PLUG EX 6" VALVE WITH 6" PLUG (MJ) BY CITY FORCES. CONTRACTOR TO EXCAVATE AND RESTORE ROADWAY. CAP EX 6" SERVICE DOWNSTREAM OF VALVE - 22.5 OR 45 DEG BEND W/ CONC BLOCKING PER COR STD PLAN 330.2. BEND LOCATION AND ANGLE TO BE FIELD DETERMINED IN ORDER TO ACHIEVE CLEARANCE FROM EX UTILITIES WA4/C13 WA6/C13 (COR STD PLAN 330.2, 330.3) 22.5 OR 45 DEG BEND W/ CONC BLOCKING PER COR STD PLAN 330.3. BEND LOCATION AND ANGLE TO BE FIELD DETERMINED IN ORDER TO ACHIEVE CLEARANCE FROM EX UTILITIES WA4/C13 WA6/C13 (COR STD PLAN 330.2, 330.3) ELECTRICAL DUCT BANK (NOT SURVEYED- LOCATION IS APPROXIMATE) - CENTURYLINK DUCT BANK (NOT SURVEYED- LOCATION IS APPROXIMATE) - CONC THRUST BLOCK FOR 4", 90 DEG BEND - DOMESTIC METER BYPASS POST INDICATOR VALVE - 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 P:\Clients\Urbal Architecture\Merrill Gardens- Renton\DWG\DRAWING\MG RENTON.dwg, PLOT DATE: 1/8/2020 4:47 PMCOMPOSITE UTILITY PLAN C06 6 LEGEND: CONCRETE SIDEWALK ASPHALT PAVEMENT WATER METER VAULT LANDSCAPE UTILITY CROSSING SEE TABLE THIS SHEETTED-40-4012R-401201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 9706 4th Ave NE Suite 300 Seattle, WA 98115 P: 206.523.0024 F: 206.523.1012 www.dcgengr.com BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES AND ALL OTHER EX FEATURES & CONDITIONS. IF CONDITIONS ARE NOT AS SHOWN &/OR PLANS CANNOT BE CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. CALL 811 (2) BUSINESS DAYS BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE) MERRILL GARDENS AT RENTON CENTER- ADDITION 104 BURNETT AVE S, RENTON, WA 98057CT RB/CT TG TG AS NOTED 1/8/20 PROF E SSIONAL E N G INEERREGISTER E D47652STATEOFWASHIN G T ONTIM O T H Y W.GAB E L E I N34MERRILL GARDENS#4012C16-002264LUA 17-000827PR 17-000638MERRILL GARDENSUTILITY AND RESTORATION NOTES: 1.PAVEMENT RESTORATION SHALL MEET THE CITY OF RENTON STANDARD TRENCH AND STREET OVERLAY STANDARDS. 2.UNDERGROUNDING OF ALL UTILITIES IS APPLICABLE. 3.MINIMUM VERTICAL SEPARATION BETWEEN UTILITIES AT CROSSING IS 12 INCHES. CROSSINGS LESS THAN 12 INCHES REQUIRE ETHAFOAM BLOCKING. 4.CONTRACTOR TO POTHOLE EX GAS MAINS AT LOCATION OF PROPOSED STORM DRAIN, SIDE SEWER AND WATER SERVICE CROSSINGS AND REPORT TO ENGINEER IF CROSSINGS AS SHOWN ARE NOT FEASIBLE.# CROSSING EX UTILITY TOP OF UTILITY NEW UTILITY IE VERTICAL CLEARANCE (IN) ETHAFOAM REQUIRED A ELEC DUCT BANK 36.68 37.42 8.9 YES B CENTURYLINK DUCT BANK 36.48 37.36 10.5 YES C 2" GAS 37.21 37.33 1.4 YES D 6" GAS 35.78 37.33 18.6 YES E 8" SEWER 36.48 37.31 10.0 YES F 12" GAS 36.28 37.26 11.8 YES G 12" WATER 34.08 37.24 37.9 NO EXISTING UTILITY ELEVATIONS ARE AS REPORTED BY THE CONTRACTOR AFTER POTHOLING. ETHAFOAM BLOCKING REQUIRED WHERE VERTICAL CLEARANCE BETWEEN CROSSING UTILITIES IS ≤ 12 INCHES. CONSTRUCTION RECORD DRAWING: THIS SHEET CONTAINS AS-BUILT INFORMATION. MINOR REVISIONS ARE SHOWN BY STRIKING THROUGH THE ORIGINAL TEXT AND DENOTING THE AS-BUILT INFORMATION ADJACENT. OTHER REVISIONS ARE DENOTED BY REVISION CLOUDS. AS-BUILT INFORMATION WAS SURVEYED BY D.R. STRONG AND SUPPORTING PHOTOS AND DOCUMENTATION WAS PROVIDED BY SRM (CONTRACTOR). DCG IS REPONSIBLE FOR NOTATING THE AS-BUILT INFORMATION ON THE DRAWINGS BUT IS NOT RESPONSIBLE FOR THE ORIGINAL AS-BUILT DATA PROVIDED TO DCG. 2 Digitally signed by Timothy Wilson Gabelein Date: 2020.01.22 16:32:32 -08'00' FOUND 1/2" REBAR/NO CAP GM C.O. C.O. FDC WM TVHH C.O. SLHH FDC 6"DEC. WM WM C.O. TVHH CURBCUTASPHALT CURBCUTCONCRETE WALKWM 6"DEC. 6"DEC. 6"DEC. 6"DEC. 6"DEC. TELHH CONC. CURBASPHALT CONC. WALK9.5' DOOR 8'CLF ROOF LINECB, TOP=39.03 I.E. 8"CONC(ESE)=37.1 CB, SOLID LID TOP=39.52 I.E. 8"PVC(N)=36.7 I.E. 8"PVC(S)=36.6 CB, SOLID LID TOP=39.43 I.E. 8"PVC(N)=35.8 I.E. 8"PVC(S)=35.8 I.E. 8"PVC(W)=35.18 SDMH, TOP=39.34 I.E. 8"PVC(E)=35.2 I.E. 8"PVC(S)=35.1 I.E. 8"PVC(N)=35.1 CB, TOP=38.84 I.E. 8"CONC(W)=37.3 SDMH, TOP=39.36 I.E. 8"CONC(E)=37.4 I.E. 8"PVC(W)=36.9 I.E. 12"CONC(S)=35.3 I.E. 12"CONC(N)=35.1 CB, TOP=39.16 I.E. 8"CONC(E)=36.9 SSMH, TOP=39.89 FULL OF WATER, PIPES NOT VISIBLE CTR. CHNL.(N-S)=35.4 18 17 16 MAG NAIL W/WASHER STAMPED "LS 33130" LEAD/TACK W/WASHER STAMPED "LS 33130" TACK/LEAD W/WASHER STAMPED "LS 33130" LEAD/TACK W/WASHER STAMPED "LS 33130"~~ 5'5'10'~FF=39.62 FF=40.55 FF=40.50 FF=40.48 WILLIAMS AVE SSPDSDSDSDSDSDSN1° 29' 19.94"E911.755EX 8" SEWER MAIN (S-2110)EX 12" WATER MAIN (W-3226)SSSSSSSSSSSSFIRE FIRE FIRE FIRE W W W GAS GAS GAS SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD Xref ..\ARCH_BASE\CAD Plans Addition\13009 plan l1_fa z i o . d w g WMAIN ENTRANCE FF 40.04 SERVICE ENTRANCE FF 39.63 WATER/FIRE ROOM FF 40.21 DRN DRN DRNDRNDRNDRNDRNDRNDRNDRN DRN DRN DRN DRN DRN DRN DRN DRN DRN DRN DRN DRN DRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNWUGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP W W W W W W W W SD SD SD SD SD SD SDSDSDSDSDSDWWSD W FH1 2 3 10 5 6 7 8 9 11 11 12 13 144.0'15 16 17 18 19 20 21 4 P:\Clients\Urbal Architecture\Merrill Gardens- Renton\DWG\DRAWING\MG RENTON.dwg, PLOT DATE: 1/8/2020 4:47 PMSCALE IN FEET 10 5 0 10 20 KEY NOTES: KEY NOTE:DETAIL/ SHEET NEW CB #1 (PUBLIC)- TYPE 1 CB W/ FRAME AND VANED GRATE PER RIM ELEV 39.30 8" IE (E) 37.85 SD1/C17 (COR STD PLAN 200.00) 70 LF 8" DI SD @ 0.5% (PUBLIC)- NEW CB #3 (PUBLIC)- TYPE 1 CB W/ SOLID LID PER RIM ±39.10 8" IE (W) 37.21 (NEW) 8" IE (S) 35.10 8" IE (N) 35.10 SD1/C17 (COR STD PLAN 200.00) 6" PVC SD @ 2.0% MIN SLOPE (PRIVATE)- 6" BUILDING STORM DRAIN POINT OF CONNECTION. SEE PLUMBING PLANS FOR INTERIOR DOWNSPOUT ROUTING - 46 LF 8" DI SD @ 2.00% MIN SLOPE (PRIVATE)- CONNECT TO EX TYPE 1 CB RIM 39.34 8" IE (W) 35.3 (NEW) 8" IE (E) 35.2 8" IE (N) 35.1 8" IE (S) 35.1 - CONNECT TO EX CB RIM ELEV 39.16 8" IE (W) 37.20 (NEW) 8" IE (E) 37.11 - 4" DIA PERFORATED PVC PIPE FOOTING DRAIN, EMBEDDED IN 12" MIN WIDE ZONE OF CLEAN, WASHED GRAVEL AND WRAPPED IN NON-WOVEN GEOTEXTILE FABRIC 4" IE ±37.50 (MIN) - NEW CB #4 (PRIVATE) - NYOPLAST PVC CB OR APPROVED EQUAL DRAINAGE STRUCTURE RIM ELEV 39.75 4" IE (N) 37.50 (FTG DRN) 4" IE (N) 37.50 (FTG DRN 6" IE (W) 37.50 8" IE (E) 37.45 2.0' MIN SUMP FOR SEDIMENTATION REQUIRED SD3/C17 INSTALL CAP ON 4" DIA FOOTING DRAIN - NEW CB #2 (PUBLIC)- TYPE 1 CB W/ FRAME AND VANED GRATE RIM ELEV 39.65 8" (W) 37.50 8" (E) 37.45 SD1/C17 (COR STD PLAN 200.00) 48 LF 8" DI SD @ 0.5% (PUBLIC)- 8" PVC SD @ 2.0% MIN SLOPE (PRIVATE)- 4" X 8" WYE AT DOWNSPOUT CONNECTION (TYP)- SEE SHEET C06 FOR UTILITY CROSSING INFO (TYP)- NEW SDCO #1 (PRIVATE) RIM TO FINISHED GRADE SD2/C17 (COR STD PLAN 226.00) 6" DI SD @ 2.00% MIN SLOPE (PRIVATE) 6" IE ±37.50 AT BUILDING - NEW SDCO #2 (PRIVATE) RIM TO FINISHED GRADE 8" SD CONNECTION TO BUILDING 8" IE ±37.50 SD2/C17 (COR STD PLAN 226.00) NEW SDCO #3 (PRIVATE) RIM TO FINISHED GRADE SD2/C17 (COR STD PLAN 226.00) NEW SDCO #4 (PRIVATE) RIM TO FINISHED GRADE SD2/C17 (COR STD PLAN 226.00) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 DRAINAGE PLAN C07 7 LEGEND: CONCRETE SIDEWALK ASPHALT PAVEMENT WATER METER VAULT LANDSCAPETED-40-4012R-401201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 9706 4th Ave NE Suite 300 Seattle, WA 98115 P: 206.523.0024 F: 206.523.1012 www.dcgengr.com BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES AND ALL OTHER EX FEATURES & CONDITIONS. IF CONDITIONS ARE NOT AS SHOWN &/OR PLANS CANNOT BE CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. CALL 811 (2) BUSINESS DAYS BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE) MERRILL GARDENS AT RENTON CENTER- ADDITION 104 BURNETT AVE S, RENTON, WA 98057CT RB/CT TG TG AS NOTED 1/8/20 PROF E SSIONAL E N G INEERREGISTER E D47652STATEOFWASHIN G T ONTIM O T H Y W.GAB E L E I N34MERRILL GARDENS#4012C16-002264LUA 17-000827PR 17-000638MERRILL GARDENSSTORMWATER CODE NOTES: 1.NO BMPS ARE FEASIBLE. NONE PROVIDED. 2.SITE IS LOCATED IN ZONE 1 OF THE AQUIFER PROTECTION AREA. 3.PROJECT IS VESTED TO THE 2017 CITY OF RENTON SURFACE WATER DESIGN MANUAL. 4.APPLICABLE FLOW CONTROL STANDARD: PEAK RATE FLOW CONTROL (MATCHING THE EXISTING 2-YEAR, 10-YEAR AND 100-YEAR PEAK RUNOFF RATE). PROJECT RESULTS IN A NET REDUCTION OF IMPERVIOUS SURFACES AND THEREFORE COMPLIES WITH THE PEAK RATE FLOW CONTROL STANDARD AND THEREFORE A FLOW CONTROL FACILITY IS NOT REQUIRED. 5.THIS PROJECT IS EXEMPT FROM WATER QUALITY TREATMENT BECAUSE LESS THAN 5,000 SF OF NEW/REPLACED POLLUTION-GENERATING IMPERVIOUS SURFACE AND LESS THAN 3/4 AC NEW POLLUTION-GENERATING PERVIOUS SURFACE IS PROPOSED. CONSTRUCTION RECORD DRAWING: THIS SHEET CONTAINS AS-BUILT INFORMATION. MINOR REVISIONS ARE SHOWN BY STRIKING THROUGH THE ORIGINAL TEXT AND DENOTING THE AS-BUILT INFORMATION ADJACENT. OTHER REVISIONS ARE DENOTED BY REVISION CLOUDS. AS-BUILT INFORMATION WAS SURVEYED BY D.R. STRONG AND SUPPORTING PHOTOS AND DOCUMENTATION WAS PROVIDED BY SRM (CONTRACTOR). DCG IS REPONSIBLE FOR NOTATING THE AS-BUILT INFORMATION ON THE DRAWINGS BUT IS NOT RESPONSIBLE FOR THE ORIGINAL AS-BUILT DATA PROVIDED TO DCG. 39.44 37.86 39.39 36.46 35.23 35.25 39.36 36.60 35.31 35.21 35.17 2 2 2 39.21 37.06 36.85 39.68 37.38 37.38 37.35 37.30 2 39.67 2 37.52 37.49 2.15% 2 NEW SDCO (PRIVATE) RIM TO FINISHED GRADE 2NYOPLAST CB (PRIVATE) RIM ELEV 39.91 8" IE (W) 37.73 6" IE (N) 38.61 (CANOPY DRAIN) 6" IE (S) 38.56 (CANOPY DRAIN) 6" IE (N) 37.66 (OUTLET) Digitally signed by Timothy Wilson Gabelein Date: 2020.01.22 16:32:46 -08'00' GM C.O. C.O. FDC WM WM C.O. TVHH WM CURBCUTASPHALT 6"DEC. 6"DEC. 6"DEC. CB, TOP=39.03 I.E. 8"CONC(ESE)=37.1 CB, SOLID LID TOP=39.52 I.E. 8"PVC(N)=36.7 I.E. 8"PVC(S)=36.6 CB, SOLID LID TOP=39.43 I.E. 8"PVC(N)=35.8 I.E. 8"PVC(S)=35.8 I.E. 8"PVC(W)=35.18 SDMH, TOP=39.34 I.E. 8"PVC(E)=35.2 I.E. 8"PVC(S)=35.1 I.E. 8"PVC(N)=35.1 18 MAG NAIL W/WASHER STAMPED "LS 33130" LEAD/TACK W/WASHER STAMPED "LS 33130"~~ 5'5'10'~FF=39.62 FF=40.55 FF=40.48 WILLIAMS AVE SDSDSEX 8" SEWER MAIN (S-2110)EX 12" WATER MAIN (W-3226)SSSSSSSSSSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD Xref ..\ARCH_BASE\CAD Plans Ad d i t i o n \ 1 3 0 0 9 p l a n l 1 _ f a z i o . d w g MAIN ENTRANCE SERVICE ENTRANCE FF 39.63 DRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNPUBLIC ALLEY UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP SD SD SD SD SD SD EG/FG 39.51 EG/FG 39.35 EG/FG 39.67 EG/FG 39.83 EG 39.68 EG/FG 39.96 FG 39.81 EG 39.54 EG 38.97 EG/FG 38.99 EG/FG 38.98 EG/FG 39.13 FG 39.50 EG/FG 39.52 EG/FG 39.44 FG 39.47 FG 39.80 FG 39.99 TOC 39.05 EG/FG 39.03 FG 39.77 EG/FG 39.76 EG/FG 39.52 EG/FG 39.46EG/FG 39.50 EG/FG 39.00 EG/FG 39.08 FG 39.58 FG 39.74 EG/FG 39.61 FG 39.11 EG/FG 39.78 FG 39.66 TOC 39.53 EG/FG 39.03 EG/FG 39.63 TOC 39.96 FG 39.71 EG/FG 38.98 EG/FG 38.98 EG/FG 39.77 EG/FG 39.74EG/FG 39.60 FG 39.78 RIM 39.65 RIM 39.30 8.0' @ 1.5% MAX (TYP)SDSDSDFG 39.63FG 39.63 EG/FG 38.97 4.0'20 30 40 50 60 20 30 40 50 60 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 NEW CB #1 (PUBLIC)- TYPE CB W/ FRAME AND VANED GRATE PER COR STD PLAN 200.00 RIM ELEV 39.40 8" IE (E) 37.85 70 LF 8" DI SD @ 0.5% (PUBLIC) EG @ CL OF ALLEY ROWCL OFWILLIAMSAVE SNEW CB #2 (PUBLIC)- TYPE 1 CB W/ FRAME AND VANED GRATE PER COR STD PLAN 200.00 RIM ELEV 39.65 8" IE (W) 37.50 8" IE (E) 37.45 NEW CB #3 (PUBLIC)- TYPE 1 CB W/ SOLID LID PER COR STD PLAN 200.00 RIM ±39.10 12" IE (W) 36.66 8" IE (S) 35.10 8" IE (N) 35.1 FG @ CL OF ALLEY 11% MAX SLOPE (DRIVEWAY APRON) EX 2" GAS TOP ±37.08 EX 8" SS IE ±35.82 48 LF 8" DI SD @ 1.61% (PUBLIC) EX 12" GAS TOP ±36.28 EX 12" WA IE ±32.65 EX 6" GAS TOP ±35.78 CTL DUCT BANK TOP ±36.48 POWER DUCT BANK TOP ±36.68 P:\Clients\Urbal Architecture\Merrill Gardens- Renton\DWG\DRAWING\MG RENTON.dwg, PLOT DATE: 1/8/2020 4:47 PMSCALE IN FEET 10 5 0 10 20 DRAINAGE PROFILE C08 8 LEGEND: CONCRETE SIDEWALK ASPHALT PAVEMENT WATER METER VAULT LANDSCAPETED-40-4012R-401201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 9706 4th Ave NE Suite 300 Seattle, WA 98115 P: 206.523.0024 F: 206.523.1012 www.dcgengr.com BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES AND ALL OTHER EX FEATURES & CONDITIONS. IF CONDITIONS ARE NOT AS SHOWN &/OR PLANS CANNOT BE CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. CALL 811 (2) BUSINESS DAYS BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE) MERRILL GARDENS AT RENTON CENTER- ADDITION 104 BURNETT AVE S, RENTON, WA 98057CT RB/CT TG TG AS NOTED 1/8/20 PROF E SSIONAL E N G INEERREGISTER E D47652STATEOFWASHIN G T ONTIM O T H Y W.GAB E L E I N34MERRILL GARDENS#4012C16-002264LUA 17-000827PR 17-000638MERRILL GARDENSNOTES: SEE SHEET C06 FOR UTILITY CROSSING INFORMATION. CONSTRUCTION RECORD DRAWING: THIS SHEET CONTAINS AS-BUILT INFORMATION. MINOR REVISIONS ARE SHOWN BY STRIKING THROUGH THE ORIGINAL TEXT AND DENOTING THE AS-BUILT INFORMATION ADJACENT. OTHER REVISIONS ARE DENOTED BY REVISION CLOUDS. AS-BUILT INFORMATION WAS SURVEYED BY D.R. STRONG AND SUPPORTING PHOTOS AND DOCUMENTATION WAS PROVIDED BY SRM (CONTRACTOR). DCG IS REPONSIBLE FOR NOTATING THE AS-BUILT INFORMATION ON THE DRAWINGS BUT IS NOT RESPONSIBLE FOR THE ORIGINAL AS-BUILT DATA PROVIDED TO DCG. 39.67 239.44 39.67 37.52 37.49 39.44 37.86 2.15% 36.46 35.23 35.25 39.39 8" 2 2 2 2 2 Digitally signed by Timothy Wilson Gabelein Date: 2020.01.22 16:32:56 -08'00' FOUND 1/2" REBAR/NO CAP GM C.O. C.O. FDC WM TVHH C.O. SLHH FDC 6"DEC. WM WM C.O. TVHH CURBCUTASPHALT CURBCUTCONCRETE WALKCONCRETE WALKWM 6"DEC. 6"DEC. 6"DEC. 6"DEC. 6"DEC. TELHH CONC. CURB & GUTTERCONC. CURBASPHALT CONC. WALK9.5' DOOR 8'CLF ROOF LINECB, TOP=39.03 I.E. 8"CONC(ESE)=37.1 CB, SOLID LID TOP=39.52 I.E. 8"PVC(N)=36.7 I.E. 8"PVC(S)=36.6 CB, SOLID LID TOP=39.43 I.E. 8"PVC(N)=35.8 I.E. 8"PVC(S)=35.8 I.E. 8"PVC(W)=35.18 SDMH, TOP=39.34 I.E. 8"PVC(E)=35.2 I.E. 8"PVC(S)=35.1 I.E. 8"PVC(N)=35.1 CB, TOP=38.84 I.E. 8"CONC(W)=37.3 SDMH, TOP=39.36 I.E. 8"CONC(E)=37.4 I.E. 8"PVC(W)=36.9 I.E. 12"CONC(S)=35.3 I.E. 12"CONC(N)=35.1 CB, TOP=39.16 I.E. 8"CONC(E)=36.9 SSMH, TOP=39.89 FULL OF WATER, PIPES NOT VISIBLE CTR. CHNL.(N-S)=35.4 18 17 16 ~~ 5'5'10'~FF=39.62 FF=40.55 FF=40.50 FF=40.48 FF=40.46 SEE DETAIL "A"WILLIAMS AVE SSPDSDSDSDSDSDSN1° 29' 19.94"E911.755EX 8" SEWER MAIN (S-2110)EX 12" WATER MAIN (W-3226)SSSSSSSSSSSSFIRE FIRE FIRE FIRE W W W GAS GAS GAS SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD Xref ..\ARCH_BASE\CAD Plans Addition\13009 plan l1_fazio. d w g WMAIN ENTRANCE FF 40.04 SERVICE ENTRANCE FF 39.63 WATER/FIRE ROOM FF 40.21 PUBLIC ALLEY WUGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP W W W W W W W W SD SD SD SD SD SD SDSDSDSDSDSDWWSD W FH4.0'℄ 32.25' (NEW ROW) 8.0' 6" CURB 2.25' 6" CRUSHED SURFACING TOP COURSE (9-03.9(3)) PER WSDOT STD SPECIFICATIONS, COMPACTED TO 95% MODIFIED PROCTOR (OR MATCH EX DEPTH IF GREATER) ROW DEDICATION SIDEWALK 4.0' TREE GRATE OR SIDEWALK 30.0' (EX ROW) 9.0' PARKING LANE 11.0' TRAVEL LANE 8" HMA CL 1/2" PG 64-22 (OR MATCH EX DEPTH IF GREATER) CONCRETE SIDEWALK RD2/C15 (COR STD PLAN 102) CURB AND GUTTER RD1/C15 (COR STD PLAN 101) SCALE IN FEET 10 5 0 10 20 P:\Clients\Urbal Architecture\Merrill Gardens- Renton\DWG\DRAWING\MG RENTON.dwg, PLOT DATE: 1/8/2020 4:48 PMTRANSPORTATION PLAN C09 9 LEGEND: CONCRETE SIDEWALK ASPHALT PAVEMENT WATER METER VAULT LANDSCAPETED-40-4012R-401201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 9706 4th Ave NE Suite 300 Seattle, WA 98115 P: 206.523.0024 F: 206.523.1012 www.dcgengr.com BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES AND ALL OTHER EX FEATURES & CONDITIONS. IF CONDITIONS ARE NOT AS SHOWN &/OR PLANS CANNOT BE CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. CALL 811 (2) BUSINESS DAYS BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE) MERRILL GARDENS AT RENTON CENTER- ADDITION 104 BURNETT AVE S, RENTON, WA 98057CT RB/CT TG TG AS NOTED 1/8/20 PROF E SSIONAL E N G INEERREGISTER E D47652STATEOFWASHIN G T ONTIM O T H Y W.GAB E L E I N34MERRILL GARDENS#4012C16-002264LUA 17-000827PR 17-000638MERRILL GARDENSKEY NOTES: KEY NOTE:DETAIL/ SHEET SAWCUT EX ASPHALT PAVEMENT AND APPLY TACK COAT AT EDGE AND SURFACE SEALANT AT JOINT RD6/C16, RD7/C18 (COR STD PLAN 110, 110.1) ADJUST EX UTILITY STRUCTURES TO FINISHED GRADE (TYP) ALL UTILITY STRUCTURES IN SIDEWALK MUST HAVE A SLIP-RESISTANT LID. SEE VAULT COVER NOTES THIS SHEET RD4/C16 (COR STD PLAN 104) NEW 14' WIDE DRIVEWAY TYPE C2B ALLEY ENTRANCE RD5/C16 (COR STD PLAN 104.2) TRENCHING LIMITS (TYP) RD6/C16 (COR STD PLAN 110), RD7/C18 (COR STD PLAN 110.1) NEW 12' WIDE CONCRETE SIDEWALK WITH 2' X 2' ARCHITECTURAL SCORE JOINT, MEDIUM-LIGHT SANDBLAST FINISH (TYP). SEE LANDSCAPE PLANS FOR SCORING PATTERN. SCORING PATTERN MUST ALIGN WITH SIDEWALK AND CURB JOINTS. SIDEWALK PAVING FINISH TO MATCH THE CITY'S APPROVED SAMPLE. COORDINATE WITH CITY TO VIEW SAMPLE. RD2/C15 (MODIFIED COR STD PLAN 102) NEW 6" CEMENT CONCRETE TRAFFIC CURB AND GUTTER RD1/C15 (COR STD PLAN 101) REPLACE EX SIDEWALK TO NEAREST JOINT (TYP) RD2/C15 (COR STD PLAN 102) REPLACE EX RAISED CENTERLINE LANE MARKINGS IN-KIND (TYP) (NOT SURVEYED)- 1 2 3 4 5 6 7 8 VAULT COVER NOTES: VAULT COVERS SHALL BE AS FOLLOWS: -CITY WATER: ARMOCAST POLYMER CONCRETE COVER WITH NON-SKID SURFACE -CITY STREETLIGHT AND IRRIGATION: FOG TITE, INC. CITY OF SEATTLE TYPE 1 HH NON-SKID GALV COVER -PRIVATE UTILITY (ELECTRICAL, COMMUNICATIONS AND OTHERS): MATCH FINISH OF FOG TITE INC. COVER ABOVE. ALL VAULT COVERS SHALL MATCH COLOR OF SIDEWALK. C09 A A C09BB 1 2 3 4 5 6 7 C09 A-A 10.0'10.0' ±3.0%±3.0% 6" CRUSHED SURFACING TOP COURSE (9-03.9(3)) PER WSDOT STD SPECIFICATIONS, COMPACTED TO 95% MODIFIED PROCTOR (OR MATCH EX DEPTH IF GREATER) 4" HMA CL 1/2" PG 64-22 (OR MATCH EX IF GREATER) COMPACTED SUBGRADE TYPICAL ALLEY CROSS SECTION NTS C09 B-BTYPICAL ROAD CROSS SECTION - WILLIAMS AVE S NTS CL 7 8 PAVEMENT & CHANNELIZATION RESTORATION NOTES: 1.CHANNELIZATION MATCHING THE EXISTING FIELD CONDITIONS SHALL BE PROVIDED BY THE MERRILL GARDENS PROJECT UNLESS THE CITY OF RENTON WILLIAMS AVE S PROJECT INSTALLS REVISED CHANNELIZATION PRIOR TO MERRILL GARDENS PROJECT COMPLETION. IF THE CITY PROJECT HAS BEEN COMPLETED, THE MERRILL GARDENS PROJECT SHALL REPLACE THE NEW WILLIAMS AVE S CHANNELIZATION IN-KIND. 2.THE MINIMUM REQUIRED PAVEMENT RESTORATION IS A HALF-STREET WIDTH GRIND AND OVERLAY (AS SHOWN ON THIS PLAN). A FULL STREET WIDTH GRIND AND OVERLAY MAY BE REQUIRED BASED ON THE CITY OF RENTON INSPECTOR'S ASSESSMENT OF FIELD CONDITIONS PRIOR TO RESTORATION. Digitally signed by Timothy Wilson Gabelein Date: 2020.01.22 16:33:09 -08'00' P:\Clients\Urbal Architecture\Merrill Gardens- Renton\DWG\DRAWING\MG RENTON.dwg, PLOT DATE: 1/8/2020 4:48 PMCITY DETAILS- TESC C10 10TED-40-4012R-401201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 9706 4th Ave NE Suite 300 Seattle, WA 98115 P: 206.523.0024 F: 206.523.1012 www.dcgengr.com BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES AND ALL OTHER EX FEATURES & CONDITIONS. IF CONDITIONS ARE NOT AS SHOWN &/OR PLANS CANNOT BE CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. CALL 811 (2) BUSINESS DAYS BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE) MERRILL GARDENS AT RENTON CENTER- ADDITION 104 BURNETT AVE S, RENTON, WA 98057CT RB/CT TG TG AS NOTED 1/8/20 PROF E SSIONAL E N G INEERREGISTE R E D47652STATEOFWASHIN G T ONTIM O T H Y W.GAB E L E I N34MERRILL GARDENS#4012C16-002264LUA 17-000827PR 17-000638MERRILL GARDENSSTRAW WATTLES NOT TO SCALE C04 EC1 SILT FENCE NOT TO SCALE C04 EC2 STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE C04 EC3 Digitally signed by Timothy Wilson Gabelein Date: 2020.01.22 16:33:20 -08'00' P:\Clients\Urbal Architecture\Merrill Gardens- Renton\DWG\DRAWING\MG RENTON.dwg, PLOT DATE: 1/8/2020 4:48 PMCITY DETAILS- TESC (CONT.)C11 11TED-40-4012R-401201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 9706 4th Ave NE Suite 300 Seattle, WA 98115 P: 206.523.0024 F: 206.523.1012 www.dcgengr.com BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES AND ALL OTHER EX FEATURES & CONDITIONS. IF CONDITIONS ARE NOT AS SHOWN &/OR PLANS CANNOT BE CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. CALL 811 (2) BUSINESS DAYS BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE) MERRILL GARDENS AT RENTON CENTER- ADDITION 104 BURNETT AVE S, RENTON, WA 98057CT RB/CT TG TG AS NOTED 1/8/20 PROF E SSIONAL E N G INEERREGISTER E D47652STATEOFWASHIN G T ONTIM O T H Y W.GAB E L E I N34MERRILL GARDENS#4012C16-002264LUA 17-000827PR 17-000638MERRILL GARDENSCATCH BASIN FILTER NOT TO SCALE C04 EC4 RECOMMENDED CONSTRUCTION SEQUENCE: 1.PRE-CONSTRUCTION MEETING. 2.POST SIGN WITH NAME AND PHONE NUMBER OF CSWPP/ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3.FLAG OR FENCE CLEARING LIMITS. 4.INSTALL CATCH BASIN PROTECTION AND STORMWATER BMP AREA PROTECTION AS REQUIRED. 5.GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6.INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7.CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. CONSTRUCT SWPPS CONTROLS IN ANTICIPATION OF SCHEDULED CONSTRUCTION ACTIVITY (E.G., CONCRETE-RELATED PH MEASURES FOR UTILITY, VAULT OR ROADWAY CONSTRUCTION) 8.MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS. 9.RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL AND POLLUTION PREVENTION IS ALWAYS IN ACCORDANCE WITH THE CITY'S EROSION AND SEDIMENT CONTROL STANDARDS. 10.COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, OR EQUIVALENT. 11.STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 12.SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 13.UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. CITY OF RENTON STANDARD EROSION CONTROL NOTES: 1.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRECONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 2.ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. 3.ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. 4.THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 5.APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 6.DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH APRIL 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER THAN 5,000 SQUARE FEET, THAT ARE TO BE LEFT UN-WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 7.IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER, INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE PERMITEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING OR OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. 8.FOR ALL EROSION/SEDIMENTATION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE IS REQUIRED WITH A MINIMUM HEIGHT OF THREE (3) FEET, 3:1 SIDE SLOPES. 9.A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 24 FEET X 50 FEET X 8 INCHES OF 4 TO 6 INCH QUARRY SPALLS SHALL BE LOCATED AT ALL POINTS OF VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION SITE. Digitally signed by Timothy Wilson Gabelein Date: 2020.01.22 16:33:31 -08'00' P:\Clients\Urbal Architecture\Merrill Gardens- Renton\DWG\DRAWING\MG RENTON.dwg, PLOT DATE: 1/8/2020 4:48 PMCITY DETAILS- WATER C12 12TED-40-4012R-401201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 9706 4th Ave NE Suite 300 Seattle, WA 98115 P: 206.523.0024 F: 206.523.1012 www.dcgengr.com BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES AND ALL OTHER EX FEATURES & CONDITIONS. IF CONDITIONS ARE NOT AS SHOWN &/OR PLANS CANNOT BE CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. CALL 811 (2) BUSINESS DAYS BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE) MERRILL GARDENS AT RENTON CENTER- ADDITION 104 BURNETT AVE S, RENTON, WA 98057CT RB/CT TG TG AS NOTED 1/8/20 PROF E SSIONAL E N G INEERREGISTE R E D47652STATEOFWASHIN G T ONTIM O T H Y W.GAB E L E I N34MERRILL GARDENS#4012C16-002264LUA 17-000827PR 17-000638MERRILL GARDENSCONNECTION TO WATER MAIN WITH TAPPING TEE & VALVE NOT TO SCALE C06 WA1 FIRE HYDRANT ASSEMBLY NOT TO SCALE C06 WA2 3", 4" & 6" COMPOUND DOMESTIC WATER METER ASSEMBLY NOT TO SCALE C06 WA3 Digitally signed by Timothy Wilson Gabelein Date: 2020.01.22 16:33:43 -08'00' P:\Clients\Urbal Architecture\Merrill Gardens- Renton\DWG\DRAWING\MG RENTON.dwg, PLOT DATE: 1/8/2020 4:48 PMCITY DETAILS- WATER (CONT.)C13 13TED-40-4012R-401201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 9706 4th Ave NE Suite 300 Seattle, WA 98115 P: 206.523.0024 F: 206.523.1012 www.dcgengr.com BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES AND ALL OTHER EX FEATURES & CONDITIONS. IF CONDITIONS ARE NOT AS SHOWN &/OR PLANS CANNOT BE CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. CALL 811 (2) BUSINESS DAYS BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE) MERRILL GARDENS AT RENTON CENTER- ADDITION 104 BURNETT AVE S, RENTON, WA 98057CT RB/CT TG TG AS NOTED 1/8/20 PROF E SSIONAL E N G INEERREGISTE R E D47652STATEOFWASHIN G T ONTIM O T H Y W.GAB E L E I N34MERRILL GARDENS#4012C16-002264LUA 17-000827PR 17-000638MERRILL GARDENSCONCRETE BLOCKING FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS NOT TO SCALE C06 WA4 CONCRETE BLOCKING FOR VERTICAL FITTINGS NOT TO SCALE C06 WA6 INSIDE BUILDING INSTALL FOR 3" AND LARGER DETECTOR DOUBLE CHECK VALVE ASSEMBLY NOT TO SCALE C06 WA5 Digitally signed by Timothy Wilson Gabelein Date: 2020.01.22 16:33:54 -08'00' P:\Clients\Urbal Architecture\Merrill Gardens- Renton\DWG\DRAWING\MG RENTON.dwg, PLOT DATE: 1/8/2020 4:48 PMCITY DETAILS- SEWER C14 14TED-40-4012R-401201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 9706 4th Ave NE Suite 300 Seattle, WA 98115 P: 206.523.0024 F: 206.523.1012 www.dcgengr.com BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES AND ALL OTHER EX FEATURES & CONDITIONS. IF CONDITIONS ARE NOT AS SHOWN &/OR PLANS CANNOT BE CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. CALL 811 (2) BUSINESS DAYS BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE) MERRILL GARDENS AT RENTON CENTER- ADDITION 104 BURNETT AVE S, RENTON, WA 98057CT RB/CT TG TG AS NOTED 1/8/20 PROF E SSIONAL E N G INEERREGISTER E D47652STATEOFWASHIN G T ONTIM O T H Y W.GAB E L E I N34MERRILL GARDENS#4012C16-002264LUA 17-000827PR 17-000638MERRILL GARDENS8" OR 6" CLEANOUT FOR SANITARY SEWER MAIN NOT TO SCALE C06 SS1 TYPICAL BUILDING SEWER FROM PROPERTY LINE TO BULDING CONNECTION NOT TO SCALE C06 SS2 STANDARD SIDE SEWER INSTALLATION NOT TO SCALE C06 SS3 Digitally signed by Timothy Wilson Gabelein Date: 2020.01.22 16:34:06 -08'00' P:\Clients\Urbal Architecture\Merrill Gardens- Renton\DWG\DRAWING\MG RENTON.dwg, PLOT DATE: 1/8/2020 4:48 PMCITY DETAILS- ROADWAY C15 15TED-40-4012R-401201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 9706 4th Ave NE Suite 300 Seattle, WA 98115 P: 206.523.0024 F: 206.523.1012 www.dcgengr.com BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES AND ALL OTHER EX FEATURES & CONDITIONS. IF CONDITIONS ARE NOT AS SHOWN &/OR PLANS CANNOT BE CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. CALL 811 (2) BUSINESS DAYS BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE) MERRILL GARDENS AT RENTON CENTER- ADDITION 104 BURNETT AVE S, RENTON, WA 98057CT RB/CT TG TG AS NOTED 1/8/20 PROF E SSIONAL E N G INEERREGISTE R E D47652STATEOFWASHIN G T ONTIM O T H Y W.GAB E L E I N34MERRILL GARDENS#4012C16-002264LUA 17-000827PR 17-000638MERRILL GARDENSCEMENT CONCRETE CURBS NOT TO SCALE C09 RD1 MODIFIED CEMENT CONCRETE SIDEWALK NOT TO SCALE C09 RD2 CURB AND GUTTER REPLACEMENT DETAIL NOT TO SCALE C09 RD3 NOTES: CONTRACTION AND EXPANSION JOINTS MUST ALIGN WITH THE 2.0' X 2.0' SIDEWALK SCORING PATTERN SHOWN ON THE LANDSCAPE PLANCE. JOINT SPACING IN THIS STANDARD DETAIL HAS BEEN MODIFIED ACCORDINGLY. 4' - 0" 4' - 0" 4' - 0" 4' - 0 " 8' - 0" MODIFIED MODIFIED Digitally signed by Timothy Wilson Gabelein Date: 2020.01.22 16:34:18 -08'00' P:\Clients\Urbal Architecture\Merrill Gardens- Renton\DWG\DRAWING\MG RENTON.dwg, PLOT DATE: 1/8/2020 4:49 PMCITY DETAILS- ROADWAY (CONT.)C16 16TED-40-4012R-401201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 9706 4th Ave NE Suite 300 Seattle, WA 98115 P: 206.523.0024 F: 206.523.1012 www.dcgengr.com BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES AND ALL OTHER EX FEATURES & CONDITIONS. IF CONDITIONS ARE NOT AS SHOWN &/OR PLANS CANNOT BE CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. CALL 811 (2) BUSINESS DAYS BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE) MERRILL GARDENS AT RENTON CENTER- ADDITION 104 BURNETT AVE S, RENTON, WA 98057CT RB/CT TG TG AS NOTED 1/8/20 PROF E SSIONAL E N G INEERREGISTE R E D47652STATEOFWASHIN G T ONTIM O T H Y W.GAB E L E I N34MERRILL GARDENS#4012C16-002264LUA 17-000827PR 17-000638MERRILL GARDENSUTILITY PLACEMENT IN CONCRETE SIDEWALK NOT TO SCALE C09 RD4 CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE C2B - NOTES AND DETAILS NOT TO SCALE C09 RD5 TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT NOT TO SCALE C09 RD6 MODIFIED MODIFIED PROVIDE CONSISTENT LONGITUDINAL SLOPE 1.5%1.5%1.5%Digitally signed by Timothy Wilson Gabelein Date: 2020.01.22 16:34:33 -08'00' P:\Clients\Urbal Architecture\Merrill Gardens- Renton\DWG\DRAWING\MG RENTON.dwg, PLOT DATE: 1/8/2020 4:49 PMCITY DETAILS- STORM DRAIN C17 17TED-40-4012R-401201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 9706 4th Ave NE Suite 300 Seattle, WA 98115 P: 206.523.0024 F: 206.523.1012 www.dcgengr.com BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES AND ALL OTHER EX FEATURES & CONDITIONS. IF CONDITIONS ARE NOT AS SHOWN &/OR PLANS CANNOT BE CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. CALL 811 (2) BUSINESS DAYS BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE) MERRILL GARDENS AT RENTON CENTER- ADDITION 104 BURNETT AVE S, RENTON, WA 98057CT RB/CT TG TG AS NOTED 1/8/20 PROF E SSIONAL E N G INEERREGISTER E D47652STATEOFWASHIN G T ONTIM O T H Y W.GAB E L E I N34MERRILL GARDENS#4012C16-002264LUA 17-000827PR 17-000638MERRILL GARDENSCATCH BASIN TYPE 1 NOT TO SCALE C07 SD1 STORMWATER FACILITY CLEANOUT NOT TO SCALE C07 SD2 NYOPLAST PVC CATCH BASIN (CB #4- PRIVATE) NOT TO SCALE C07 SD3 Digitally signed by Timothy Wilson Gabelein Date: 2020.01.22 16:34:45 -08'00' P:\Clients\Urbal Architecture\Merrill Gardens- Renton\DWG\DRAWING\MG RENTON.dwg, PLOT DATE: 1/8/2020 4:49 PMCITY DETAILS - MISC C18 18TED-40-4012R-401201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 9706 4th Ave NE Suite 300 Seattle, WA 98115 P: 206.523.0024 F: 206.523.1012 www.dcgengr.com BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES AND ALL OTHER EX FEATURES & CONDITIONS. IF CONDITIONS ARE NOT AS SHOWN &/OR PLANS CANNOT BE CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. CALL 811 (2) BUSINESS DAYS BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE) MERRILL GARDENS AT RENTON CENTER- ADDITION 104 BURNETT AVE S, RENTON, WA 98057CT RB/CT TG TG AS NOTED 1/8/20 PROF E SSIONAL E N G INEERREGISTER E D47652STATEOFWASHIN G T ONTIM O T H Y W.GAB E L E I N34MERRILL GARDENS#4012C16-002264LUA 17-000827PR 17-000638MERRILL GARDENSTYPICAL LONGITUDINAL PATCH FOR FLEXIBLE PAVEMENT OR RIGID PAVEMENT WITH OVERLAY NOT TO SCALE C09 RD7 1 1/2" AND 2" WATER SERVICE LOCATED IN PLANTING STRIP NOT TO SCALE C06 WA7 Digitally signed by Timothy Wilson Gabelein Date: 2020.01.22 16:34:58 - 08'00' #4012 MERRILL GARDENS MERRILL GARDENSPR17-000638LUA17-000827C16-002264 #4012 MERRILL GARDENS MERRILL GARDENSLUA17-000827PR17-000638C16-00226434 #4012 MERRILL GARDENS MERRILL GARDENSLUA17-000827PR17-000638C16-00226434 TREE RETENTION / LAND CLEARING PLAN 1"=30' 1 NORTH 60'30'0 WILLIAMS AVE STED-40-4012R-401201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES AND ALL OTHER EX FEATURES & CONDITIONS. IF CONDITIONS ARE NOT AS SHOWN &/OR PLANS CANNOT BE CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. CALL 811 (2) BUSINESS DAYS BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE) MERRILL GARDENS AT RENTON CENTER- ADDITION 104 BURNETT AVE S, RENTON, WA 98057RJF, VW VW RJF RJF AS NOTED 01/09/2020 34MERRILL GARDENS#4012C16-002264LUA 17-000827PR 17-000638MERRILL GARDENSTREE RETENTION / LAND CLEARING PLAN BURNETT AVE S S TOBIN STPROPOSED BUILDING ADDITION PRUNUS CERASIFERA STREET TREES ALONG BURNETT AVE S AND PLANTING STRIP TO BE RETAINED (OFF PROPERTY SITE) NON-SIGNIFICANT SMALL PRUNUS OR PYRUS SP. TREES, BOXWOOD AND BARBERRY SHRUBS TO BE REMOVED EXISTING PYRUS CALLERYANA STREET TREE ALONG WILLIAMS AVE S TO BE REMOVED (OFF PROPERTY SITE). EXISTING TREE GRATE TO BE SALVAGED AND RETURNED TO THE CITY. CERCIDIPHYLLUM JAPONICUM STREET TREES ALONG S TOBIN ST AND PLANTING STRIP TO BE RETAINED (OFF PROPERTY SITE) SP SP R1'-0"7'-512"10'-2"16'-1112"4 39'-4"2'-6"46'-8" 27'-014"7'-412"GROUND LEVEL LANDSCAPE PLAN 1"=10' 1 NORTH 20'10'0 WILLIAMS AVE S GENERAL NOTES 1.SEE L0.00 SHEET FOR TREE RETENTION / LAND CLEARING PLAN. 2.SEE L1.00 SHEET SERIES FOR ADDITIONAL PLANS AND INFORMATION. 3.SEE L2.00 SHEET SERIES FOR SCHEDULES, NOTES AND DETAILS. 4.ALL PLANTING IN PUBLIC R.O.W. SHALL BE PER CITY OF RENTON STANDARD PLANS AND SPECIFICATIONS. 5.ALL PLANTING AREAS TO RECEIVE IRRIGATION SYSTEM THAT INCLUDES TRADITIONAL IRRIGATION HEADS AND/OR DRIP IRRIGATION, SLEEVING, LATERALS, CONTROL VALVES, GATE VALVES AND QUICK COUPLERS. 6.MASTER CONTROLLER TO BE LOCATED IN BUILDING DURING CONSTRUCTION DOCUMENT PHASE. NEW STREET TREE IN 4' X 8' TREE WELL (MIN. 2' DEEP) W/ TREE GRATE PER CITY OF RENTON STANDARDS, TYP.; SEE L2.00 SITE ELEMENTS LEGEND BIKE RACKS PER CITY OF RENTON STANDARDS, TYP. SIDEWALK SHALL BE MEDIUM LIGHT SANDBLAST FINISHED WITH 0.5" DEEP, 2'x2' SAWCUT SCORE JOINTS. CONSTRUCT 4'x4' MOCKUPS AS REQ. TO OBTAIN COR APPROVAL OF SANDBLAST FINISH AND SCORING PRIOR TO CONSTRUCTING PERMANENT WALK. SEE SPEC SHEET, SHEET C_ ·BLAST MEDIUM - 0360 SILICON CARBIDE ·AIR PRESSURE - 100-110 SI ·HOSE DIA - 1" ·HOSE LENGTH - BETWEEN 50' MIN. - 100' MAX. ·SPRAY NOZZLE - #5 ·APPROXIMATE DISTANCE FROM NOZZLE TO BLASTING SURFACE - 1"-2" ·SPRAY DURATION - 5-10 SECONDS ·SPRAY PATTERN - CONSTANT CIRCULAR OVERLAPPING MOTION ·SURFACE PREPARATION - CLEAN AND DRYTED-40-4012R-401201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES AND ALL OTHER EX FEATURES & CONDITIONS. IF CONDITIONS ARE NOT AS SHOWN &/OR PLANS CANNOT BE CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. CALL 811 (2) BUSINESS DAYS BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE) MERRILL GARDENS AT RENTON CENTER- ADDITION 104 BURNETT AVE S, RENTON, WA 98057RJF, VW VW RJF RJF AS NOTED 01/09/2020 34MERRILL GARDENS#4012C16-002264LUA 17-000827PR 17-000638MERRILL GARDENSGROUND LEVEL LANDSCAPE PLAN PLANTING AT GRADE WITH SHRUBS & GROUNDCOVER, TYP. 24"-HIGH RAISED INDEPENDENT ROUND PLANTERS AT ENTRANCE, 2' DIAMETER PLANTING AT GRADE WITH SHRUBS & GROUNDCOVER, TYP. ADJACENT BUILDING 6" WIDE CONCRETE CURB FOR GRADE RETENTION CANOPY ABOVE, TYP. NEW STREET TREE IN 4' X 8' TREE WELL (MIN. 2' DEEP) W/ ROOT BARRIERS & TREE GRATE PER CITY OF RENTON STANDARDS, TYP. VERIFY IN FIELD THE LOCATION OF ADJACENT POWER VAULTS; IN THE EVENT OF CONFLICT WITH 4' X 8' TREE GRATE, CONTACT CURRENT PLANNING PROJECT MANAGER FOR ALTERNATIVE. WASTE AND RECYCLING RECEPTACLES PER CITY OF RENTON STANDARDS, SEE SCHEDULE ON SHEET L2.00 SEE LIGHTING PLANS FOR STREET LIGHTS CONSTRUCTION RECORD DRAWING: THIS SHEET CONTAINS AS-BUILT INFORMATION. MINOR REVISIONS ARE SHOWN BY STRIKING THROUGH ORIGINAL TEXT AND DENOTING THE AS-BUILT INFORMATION ADJACENT. OTHER REVISIONS ARE NOTED BY REVISION CLOUDS. AS-BUILT INFORMATION WAS SURVEYED BY D.R. STRONG AND SUPPORTING PHOTOS AND DOCUMENTATION WAS PROVIDED BY SRM (CONTRACTOR). FAZIO ASSOCIATES IS RESPONSIBLE FOR NOTING THE AS-BUILT INFORMATION ON THE DRAWINGS BUT IS NOT RESPONSIBLE FOR THE ORIGINAL AS-BUILT DATA PROVIDED TO FAZIO ASSOCIATES. 1 SP SP C R P.O.C. GROUND LEVEL IRRIGATION PLAN 1"=10' 1 NORTH 20'10'0 GENERAL NOTES 1.SEE L0.00 SHEET FOR TREE RETENTION / LAND CLEARING PLAN. 2.SEE L1.00 SHEET SERIES FOR ADDITIONAL PLANS AND INFORMATION. 3.SEE L2.00 SHEET SERIES FOR SCHEDULES, NOTES AND DETAILS. 4.ALL PLANTING IN PUBLIC R.O.W. SHALL BE PER CITY OF RENTON STANDARD PLANS AND SPECIFICATIONS. 5.ALL PLANTING AREAS TO RECEIVE IRRIGATION SYSTEM THAT INCLUDES TRADITIONAL IRRIGATION HEADS AND/OR DRIP IRRIGATION, SLEEVING, LATERALS, CONTROL VALVES, GATE VALVES AND QUICK COUPLERS. 6.MASTER CONTROLLER TO BE LOCATED IN BUILDING DURING CONSTRUCTION DOCUMENT PHASE.TED-40-4012R-401201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES AND ALL OTHER EX FEATURES & CONDITIONS. IF CONDITIONS ARE NOT AS SHOWN &/OR PLANS CANNOT BE CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. CALL 811 (2) BUSINESS DAYS BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE) MERRILL GARDENS AT RENTON CENTER- ADDITION 104 BURNETT AVE S, RENTON, WA 98057RJF, VW VW RJF RJF AS NOTED 01/09/2020 34MERRILL GARDENS#4012C16-002264LUA 17-000827PR 17-000638MERRILL GARDENSGROUND LEVEL IRRIGATION PLAN ADJACENT BUILDING PROVIDE 1" STUB OUT FOR IRRIGATION POINT OF CONNECTION IRRIGATION POINT OF CONNECTION LOCATED IN WATER/FIRE ROOM - SHOWN DIAGRAMMATICALLY FOR GRAPHICAL CLARITY IRRIGATION CONTROLLER LOCATED IN WATER/FIRE ROOM RAIN SENSOR MOUNTED TO SIDE OF BUILDING ABOVE CANOPY, CLEAR OF ANY OVERHEAD OBSTRUCTIONS CONNECT IRRIGATION TO HANGING BASKETS ON PEDESTRIAN LUMINAIRE PER CITY OF RENTON PUBLIC WORKS DEPARTMENT STANDARD PLAN 117.5 Rainbird 1806 SAM PRS 8-series Rainbird 1806 SAM PRS 5-series Item Symbol PSI Rad. (Ft.)GPM 30 30 30 30 30 30 30 5 5 5 Irrigation Schedule 1.05 0.52 0.35 0.26 8 8 8 8 0.41 0.20 0.10 Point of Connection (P.O.C) Automatic Valve Gate Valve Quick Coupler See Specifications See Specifications See Specifications See Specifications Lateral Lines Main-Line Sleeving See Specifications See Specifications See Specifications Rainbird Landscape Drip Controller See Specifications; located indoors, wall mounted C Rainbird Rain Sensor See SpecificationsR Rainbird 1806 SAM PRS 10-series 30 30 30 30 1.58 0.79 0.53 0.39 10 10 10 10 Rainbird 15EST strip-series Rainbird 15CST strip-series 30 0.614 x 15 30 1.214 x 30 6' Site Bench: 'Scarborough' model by Landscape Forms Site Elements ROW Bike rack: Oahu No-Scratch Circle Rack by Sportworks; stainless steel material with bead blast finish and Santoprene TPV rubber bumpers on sides Olympic Foundry 48" x 96" 'CNK' tree grate; ductile iron, uncoated for natural finish; 24" diameter trunk opening Per City of Renton standards Raised independent prefabricated planters, see plans for dimensions NOTE: SUBMITTALS REQUIRED TO BE PROVIDED TO THE CITY OF RENTON FOR ALL STREET FURNISHINGS IN THE RIGHT-OF-WAY. Victor Stanley Ironsites SD-42 Litter and Recyling Receptacles; tapered form lid with no dome top, black powder coat finish, Recycling receptacle to have appropriate labeling; per City of Renton standards. Min. 18" clear area around each receptacle. Firepit; 'Robata' model by Paloform 24" x 24" pedestal pavers; 'Texada' by Abbotsford in 'Natural'; or approved equal 24" x 24" pedestal pavers; 'Texada' by Abbotsford in 'Charcoal'; or approved equal Water feature; Tranquil Decor Three Piece Large Basalts #HBR3PK, and Reservoir kit for large basalt or groupings #HBBK1, from EasyPro Pond Products or approved equal Water wall; Stacked Slate Spillway Wall 32" Landscape fountain kit, #78269, from Aquascape or approved equal Planting Schedule @ Ground Level TypeSymbolQty Size/Comments DECIDUOUS TREES LARGE/MEDIUM/SMALL SHRUBS Cornus sericea 'Kelseyi' / Kelsey Dogwood 18" min. ht., see plans Blechnum spicant / Deer Fern 18" min. ht., see plans Lavandula angustifolia / English lavender 12" min. ht., see plans Spiraea japonica 'Goldflame' / Goldflame Spirea 18" min. ht., see plans Acer circinatum / Vine Maple Viburnum davidii / David's Viburnum 18" min. ht., see plans Ilex crenata 'Sky Pencil' / Japanese Holly 4' min. ht., see plans 1" cal., B&B Hydrangea macrophylla / Bigleaf Hydrangea 24" min. ht., see plans STREET TREES Acer griseum / Paperbark Maple Alternate species if change required by city: 1.Styrax japonicus / Snowcone Snowbell 2.Nyssa sylvatica 'Red Rage' / Red Rage Black Tupelo 2 12" cal., B&B Arctostaphylos uva-ursi / Kinnikinnick 1 gal. @ 12" o.c.. GROUNDCOVER Mahonia nervosa / Dwarf Oregongrape 18" min. ht., see plans Mahonia repens / Creeping Mahonia 1 gal. @ 12" o.c.. 4 1 11 11 10 5 28 10 27 37 230 255 Heuchera microcantha 'Palace Purple' / Coral Bells 12" min. ht., see plans IRRIGATION NOTES: 1.POINT OF CONNECTION, MAIN LINES, VALVES, LATERALS AND SLEEVING ARE SHOWN SCHEMATICALLY FOR PURPOSES OF GRAPHIC CLARITY. IRRIGATION EQUIPMENT SHALL REMAIN CLEAR OF ALL PAVEMENT, WALLS, TREES AND OTHER EXISTING AND PROPOSED SITE ELEMENTS UNLESS SPECIFICALLY NOTED ON PLANS OR DIRECTED BY LANDSCAPE ARCHITECT. 2.SLEEVING IS REQUIRED FOR ALL IRRIGATION LINES AND CONTROL VALVE WIRES UNDER ALL NEW AND EXISTING PAVEMENT. ALL SLEEVING SHALL EXTEND A MIN. OF 1'-0" BEYOND PAVING EDGE. 3.MAIN LINE PIPING LAYOUT, SLEEVES AND VALVE LOCATIONS SHALL BE STAKED IN THE FIELD BY THE CONTRACTOR AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 4.SEE L2.04-5 SHEETS FOR IRRIGATION DETAILS. 5.VALVE LOCATIONS SHALL BE CLUSTERED AND CONSOLIDATED IN AN EFFICIENT MANNER. 6.RAIN SENSOR SHOWN ON PLAN ARE CONCEPTUAL LOCATIONS AND SHALL BE FURTHER COORDINATED WITH PLUMBING CONDUIT SLEEVE AND ARCHITECT FOR EXACT LOCATION IN FIELD.TED-40-4012R-401201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES AND ALL OTHER EX FEATURES & CONDITIONS. IF CONDITIONS ARE NOT AS SHOWN &/OR PLANS CANNOT BE CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. CALL 811 (2) BUSINESS DAYS BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE) MERRILL GARDENS AT RENTON CENTER- ADDITION 104 BURNETT AVE S, RENTON, WA 98057RJF, VW VW RJF RJF AS NOTED 01/09/2020 34MERRILL GARDENS#4012C16-002264LUA 17-000827PR 17-000638MERRILL GARDENSPLANTING & IRRIGATION SCHEDULES, & SITE ELEMENTS PLANTING NOTES: 1. ALL PLANTING AREAS ON THE GROUND-PLANE (ALL R.O.W., PLANTERS, ETC.) SHALL HAVE A TRADITIONAL IRRIGATION SYSTEM TO BE INTEGRATED WITH A CONTROLLER. RAIN SENSORS AND OTHER EQUIPMENT WILL BE INCORPORATED INTO DESIGN TO MAXIMIZE EFFICIENCY AND LOWER OVERALL MAINTENANCE. 2. NO PLANTS TO BE INSTALLED WITHIN 2' DIA. OF PROPOSED STREET TREES. 3. ALL SHRUBS AND GROUNDCOVERS TO BE LAYED OUT IN FIELD AND APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 4. PLANT TREES IN R.O.W. PER CITY OF RENTON STANDARDS. 5. SEE CIVIL SHEETS FOR PROPOSED GRADING, STREET PROFILES AND UTILITY LOCATIONS. 1 CONSTRUCTION RECORD DRAWING: THIS SHEET CONTAINS AS-BUILT INFORMATION. MINOR REVISIONS ARE SHOWN BY STRIKING THROUGH ORIGINAL TEXT AND DENOTING THE AS-BUILT INFORMATION ADJACENT. OTHER REVISIONS ARE NOTED BY REVISION CLOUDS. AS-BUILT INFORMATION WAS SURVEYED BY D.R. STRONG AND SUPPORTING PHOTOS AND DOCUMENTATION WAS PROVIDED BY SRM (CONTRACTOR). FAZIO ASSOCIATES IS RESPONSIBLE FOR NOTING THE AS-BUILT INFORMATION ON THE DRAWINGS BUT IS NOT RESPONSIBLE FOR THE ORIGINAL AS-BUILT DATA PROVIDED TO FAZIO ASSOCIATES. TED-40-4012R-401201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES AND ALL OTHER EX FEATURES & CONDITIONS. IF CONDITIONS ARE NOT AS SHOWN &/OR PLANS CANNOT BE CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. CALL 811 (2) BUSINESS DAYS BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE) MERRILL GARDENS AT RENTON CENTER- ADDITION 104 BURNETT AVE S, RENTON, WA 98057RJF, VW VW RJF RJF AS NOTED 01/09/2020 34MERRILL GARDENS#4012C16-002264LUA 17-000827PR 17-000638MERRILL GARDENSPLANTING DETAILS 'X' DRIPLINE 'X' DRIPLINE 2x ROOT ZONE 2x ROOT ZONE FENCING/ROOT PROTECTION-CHAINLINK FENCING TO BE PROVIDED AND MAINTAINED AT DRIPLINE AT ALL TIMES. DRIPLINE ZONE-ROOT ZONE- 1. OPERATION OF HEAVY EQUIPMENT AND PILING OF HEAVY MATERIALS PROHIBITED. 2. LIMITED TRENCHING ALLOWED. EXCAVATION BY HAND OR WITH HAND-DRIVEN TRENCHER MUST BE APPROVED BY ENGINEER. 3. SEVERING OF ROOTS LARGER THAN 2" DIA. REQUIRES ENGINEER'S APPROVAL. 1. OPERATION OF HEAVY EQUIPMENT AND PILING OF HEAVY MATERIALS REQUIRES ENGINEER'S APPROVAL. 2. TRENCHING WITH HEAVY EQUIPMENT ALLOWED UNDER ENGINEER'S SUPERVISION AND IF 2/3 OR MORE OF THE ROOT ZONE IS UNDISTURBED. SURFACE PROTECTION WITHIN DRIPLINE SHALL REQUIRE; 6"-DEPTH MULCH LAYER, 3/4" PLYWOOD AND STEEL PLATES. ADDITIONAL NOTES- 1. 6' HIGH CHAINLINK FENCE SHALL COMPLETELY ENCIRCLE TREE(S). INSTALL FENCE POSTS USING PIER BLOCKS ONLY. AVOID DRIVING POSTS OR STAKES INTO MAJOR ROOTS. 2. TREATMENT OF ROOTS EXPOSED/DAMAGED DURING CONSTRUCTION: ROOTS OVER 1" DIAM., MAKE A CLEAN STRAIGHT CUT TO REMOVED DAMAGED PORTIONOF ROOT. ALL EXPOSED ROOTS SHALL BE TEMPORARILY COVERED WITH DAMP BURLAP AND COVERED WITH SOIL AS SOON AS POSSIBLE. POINT TOP OF STAKE TOWARD PREVAILING WIND.12TREE HEIGHTREMOVE BINDING FROM TRUNK, PULL BACK BURLAP TO SIDES OF ROOTBALL. EXPOSE NO BURLAP TO SURFACE AFTER BACKFILLING MIN 2x WIDTH OF ROOTBALL SCARIFY SUBGRADE AMENDED SOIL FINISH GRADE MULCH: 2" DEPTH ALLOW 2" CLEAR FROM TRUNK. TREE ROOTBALL. SET ROOT CROWN 1" ABOVE FINISH GRADE. 3" HEIGHT SOIL SAUCER. INSTALL AT EDGE OF PLANTING PIT. (1) 2" DIA WOOD STAKE DRIVEN TO REFUSAL. SECURE TO TREE WITH 2 STRANDS NURSERY TAPE. 1 1MAX.5' MIN1323REMOVE BINDING FROM TRUNK, PULL BACK BURLAP TO SIDES OF ROOTBALL. EXPOSE NO BURLAP TO SURFACE AFTER BACKFILLING MIN 2x WIDTH OF ROOTBALL SCARIFY SUBGRADE AMENDED SOIL FINISH GRADE MULCH: 2" DEPTH ALLOW 2" CLEAR FROM TRUNK. TREE ROOTBALL. SET ROOT CROWN 1" ABOVE FINISH GRADE. 3" HEIGHT SOIL SAUCER. INSTALL AT EDGE OF PLANTING PIT. (2) 2" DIA WOOD STAKE FOR TREES WITH CALIPER LESS THAN 2". ALIGN STAKES TO RESPOND TO PREVAILING WINDS. TREE STAKING TIES, IF NEEDED 2" MAX.12"MIN.1 1MAX. SECTION AT NURSERY LEVEL (POTTED TYP. GROUNDCOVER PLANTED PLANTS OR ROOTED CUTTINGS) MIN. 2" MULCH FINISH GRADESCARIFIED AMENDED SOIL PER LANDSCAPE PLAN SUBGRADE KEEP MULCH CLEAR FROM STEM TYP. SPACING WIDTH OF PLANTING PIT= 2X WIDTH OF ROOTBALL MINIMUM SCARIFY SUBGRADE AMENDED SOIL FINISH GRADE CLEAR FROM TRUNK/ STEM MULCH LAYER: 2" DEPTH. ALLOW 2" IN NURSERY GROUNDCOVERS AT LEVEL GROWN GROWN IN NURSERY, PLANT PLANT SHRUBS AT 1" ABOVE LEVEL BACKFILLING EXPOSE NO BURLAP TO SURFACE AFTER BURLAP BACK TO SIDES OF ROOTBALL. REMOVE BINDING FROM TRUNK, PULL 1MAX. 1 PLAN PLANTING BED BED OR PAVING EDGE OF PLANTING SPECIFIED SPACING, TYP.SPECIF IEDSPACING , TYP .23 SPECIFIEDSPACING, TYP.TED-40-4012R-401201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES AND ALL OTHER EX FEATURES & CONDITIONS. IF CONDITIONS ARE NOT AS SHOWN &/OR PLANS CANNOT BE CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. CALL 811 (2) BUSINESS DAYS BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE) MERRILL GARDENS AT RENTON CENTER- ADDITION 104 BURNETT AVE S, RENTON, WA 98057RJF, VW VW RJF RJF AS NOTED 01/09/2020 34MERRILL GARDENS#4012C16-002264LUA 17-000827PR 17-000638MERRILL GARDENSPLANTING & SITE DETAILS LAYOUT IN FIELD FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. OAHU NO-SCRATCH CIRCULAR BIKE RACK BY SPORTWORKS STAINLESS STEEL MATERIAL WITH BEAD BLAST FINISH AND SANTOPRENE TPV RUBBER BUMPERS ON SIDES EMBEDDED MOUNT; 10"-LONG LEG EMBEDDED IN CONCRETE CONCRETE PLANTER WALL; CHAMFER EDGES 12". SEE STRUCTURAL AND ARCHITECTURAL FOR SIZE AND REINFORCING 2'-0"FILTER FABRIC PLANTING SOIL & MULCH, SEE SPEC. SEE STRUCTURAL AND ARCHITECTURAL FOR STRUCTURE, PARAPET WALLS, WATERPROOFING, ETC. 4" DEPTH OF 78" CRUSHED GRAVELFINISH GRADE; PEDESTAL PAVERS FILTER FABRIC 1" WEEP HOLES @ 4' O.C. UNDER PAVERS 6" GREEN ROOF TRAY GREEN ROOF ENGINEERED SOIL GREEN ROOF PLANTS (MINIMUM 95% SOIL COVERAGE AT INSTALLATION) MINIMUM 40-MIL POLYPROPYLENE OR EPDM SLIP SHEET, EDGES OVERLAPPED & SEAMED EPDM, TPO OR PVC WATERPROOFING MEMBRANE MOISTURE PORTAL SEE ARCHITECTURAL/ STRUCTURAL FOR ROOF SYSTEM PLANTER SURFACE 4" DEPTH OF 7/8" CRUSHED GRAVEL FILTER FABRIC PLANTING SOIL AND MULCH, SEE SPEC. FILTER FABRIC PRE-DRILLED DRAIN-HOLES; 1"-DIA. 2" FROM BOTTOM AND 3" FROM EA. CORNER ON OPPOSITE SIDE OF PAVERS, ONLY. IRRIGATION SLEEVE; SEE PLUMBING AND MECHANICAL FOR COORDINATED LOCATIONS. TO BE CLOSE TO CENTER OF PROPOSED PLANTER. DRILL IN FIELD 2"-3" HOLE TO BE DRILLED IN FIELD; POSITION WITH EXISTING IRRIGATION PIPE/SLEEVE SECTION SHIM PLANTERS 'LEVEL' WITH PAVERS OR APPROVED ALTERNATIVE4"-TYP.TOP EDGE PROFILE1"-TYP.2"-TYP. FABRICATED 18"-THICK MILD STEEL AND ALL CORNERS FULLY WELDED AND SANDED SMOOTH WITH SLIGHT RADIUS, FINISH IS POWDER COAT PRIME AND FINISH COATED, COLOR TBD. TOP EDGE IS 2" AND RETURN EDGE IS 1", PER PROFILE. TED-40-4012R-401201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES AND ALL OTHER EX FEATURES & CONDITIONS. IF CONDITIONS ARE NOT AS SHOWN &/OR PLANS CANNOT BE CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. CALL 811 (2) BUSINESS DAYS BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE) MERRILL GARDENS AT RENTON CENTER- ADDITION 104 BURNETT AVE S, RENTON, WA 98057RJF, VW VW RJF RJF AS NOTED 01/09/2020 34MERRILL GARDENS#4012C16-002264LUA 17-000827PR 17-000638MERRILL GARDENSIRRIGATION DETAILS METERED STUB SHUT OFF VALVE 12" CLEARANCE VALVE BOXES PRESSURE REDUCING VALVE W/ STRAINER, (PROVIDE IF REQUIRED) QUICK COUPLING VALVE (SEE DETAIL) MANUAL DRAIN VALVE (SEE DETAIL) PIPE SLEEVE DRAIN ROCK 6" MINIMUM DEPTH FITTINGS: SCHEDULE 80 PVC, SIZES AS NOTED OR REQUIRED. RECTOR SEAL (T+2) ALL THREADED CONNECTIONS. MAIN LINE TO IRRIGATION SYSTEM (6") MASTER CONTROL VALVE DOUBLE CHECK VALVE BRASS UNION, TYP. BRASS NIPPLE, TYP. ROUND VALVE BOX FINISH GRADE BRASS SCH. 40 PVC BRASSSCH. 40 PVC18"24"SPARE BRASS STOP VALVE FOR ISOLATION FINISH GRADE VALVE AUTOMATIC CONTROL UNION (2 PLACES) PIPE AS REQ. @ EACH END CUT NOTCHES IN BOX FOR SCH. 40 PVC LATERAL PVC ADAPTER WATER TIGHT WIRE SPLICES (TYP.) LOCKING LID EXTENSION (AS REQ.) JUMBO VALVE BOX W/ PVC ADAPTER UNDER MAINLINE)GEOTEXTILE UNDERNEATH 3" GRAVEL W/CONTROL WIRES (BUNDLED OF THE SPRINKLER PVC SCH 80 IPT SIZE ALL NIPPLES TO BE RECTOR SEAL T+2. CONECTIONS TO HAVE ALL THREADED NOTE: AS REQ'DIPT X LENGTH SPRINKLER HEAD PIPE" (30" MAX. LENGTH) POLYETHELENE "FUNNY BUSHINGPVC REDUCING 90° ELBOWPVC "T" OR PIPELATERALPVC1'-6"FINISH GRADE 12" POP-UP BODY 34" IPT QUICK COUPLER FINISH GRADE MAIN LINE TRIPLE SWINGJOINT THREADED PVC NIPPLE 6" CONCRETE PIPE FILLED WITH DRAIN ROCK 7/8 " MINUS1" 6" 6" ABOVE PIPE 6" WIDE TRENCH DUG WITH TRENCHING MACHINE COMPACTED BACKFILL MATERIAL FINISH GRADE DETECTION TAPE (GREEN) COMPACTED PVC ELEC. CONDUIT (GRAY) (SIZE AS SPECIFIED ON PLANS) BACKFILL MATERIAL SECTION18" MIN.6"MIN.6" 6" ABOVE PIPE COMPACTED BACKFILL MATERIAL EXISTING OR NEW ASPHALT, CONCRETE DETECTION TAPE (BLUE) COMPACTED PVC SLEEVE WITH MAIN BACKFILL MATERIAL SECTION18" min. (LATERAL)OR MASONRY PAVED SURFACE 24" min. (MAINLINE)/OR LATERAL LINES OR CONTROLLER WIRES TACK SEAL JOINT SAWCUT EXIST. PAVEMENT IF NECESSARY PLANS OR: I.D. OF SLEEVE TO 1. SLEEVE SIZE AS SHOWN ON NOTES: BE 1" GREATER THAN O.D. OF PIPE. 2. SLEEVES REQUIRED UNDER ALL PAVED AREAS. OF 1'-0" BEYOND CONCRETE EDGE. 3. ENDS OF SLEEVES EXTEND A MIN.4"MIN.INDOOR WALL MOUNT ELECTRIC CONTROLLER; SEE IRRIGATION PLAN AND ELECTRICAL FOR LOCATIONS PROVIDE ELECTRICAL CONDUIT PER CODE AND MANU. REQS. PROVIDE CLEAN ACCESS HOLES FOR REQ. CONDUIT FINISH GRADE LOW VOLTAGE WIRING PER CONTROLLER REQS. NOTE: THIS DETAIL REPRESENTS AN APPROXIMATE CONDITION FOR MOUNTING CONTROLLER ON INTERIOR WALL. VERIFY EXACT LOCATION FOR CONTROLLER WITH ELECTRICAL AND ADJUST INSTALLATION ACCORDINGLY.5'-6" MAX.2'-0"2'-0" MIN.USE V-SHAPED HOE TO DIG TRENCH INTO SOIL AT MOISTURE PORTALS GREEN ROOF TRAY MODULE ON ROOF SIDE VIEW IRRIGATION LATERAL PER PLAN/SPECIFICATIONS USE V-SHAPED HOE TO DIG TRENCH INTO SOIL AT MOISTURE PORTALS CLOSE-UP VIEW OF PORTAL POP-UP IRRIGATION BODY 34" IPT GREEN ROOF TRAY SLIP SHEET OR APROVED EQUAL; TO BE EXTENDED TO TOP OF BALLAST FILL WATERPROOFING PER ARCHITECTURAL NOTE: IRRIGATION TRENCH WIDTH SHALL ACCOMMODATE WIDEST IRRIGATION FITTINGS; MAXIMUM WIDTH TO BE 6"-WIDE. PARAPET OR BUILDING WALL (SIZE AND PROFILE VARIES) FILL GAP WITH STONE BALLAST IRRIGATION LATERAL AND POP-UP PER PLAN/SPECIFICATIONS EDGING OR BLACK COBBLE STONE GREEN ROOF TRAY SLIP SHEET OR APROVED EQUAL WATERPROOFING PER ARCHITECTURAL NOTE: IRRIGATION TRENCH WIDTH SHALL ACCOMMODATE WIDEST IRRIGATION FITTINGS; MAXIMUM WIDTH TO BE 6"-WIDE. FILL GAP WITH STONE BALLAST IRRIGATION LATERAL AND POP-UP PER PLAN/SPECIFICATIONS EDGING; AROUND GREEN ROOF & PERIMETER IRRIGATIONTED-40-4012R-401201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES AND ALL OTHER EX FEATURES & CONDITIONS. IF CONDITIONS ARE NOT AS SHOWN &/OR PLANS CANNOT BE CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. CALL 811 (2) BUSINESS DAYS BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE) MERRILL GARDENS AT RENTON CENTER- ADDITION 104 BURNETT AVE S, RENTON, WA 98057RJF, VW VW RJF RJF AS NOTED 01/09/2020 34MERRILL GARDENS#4012C16-002264LUA 17-000827PR 17-000638MERRILL GARDENSIRRIGATION DETAILS