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HomeMy WebLinkAboutzR-4012SetT O cS W z Uj n rr Q J J_ Fr rr CW G MERRILL GARDENS AT RENTON CENTER- ADDITION 104 BURNETT AVE S, RENTON, WA 98057 DRAWING LIST PAGE NO. SHEET NO. DESCRIPTION 1 C01 COVER SHEET 2 CO2 PROJECT CONDITIONS 3 CO3 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 9706 4th Ave NE Suite 300 Seattle, WA 98115 P: 206.523.0024 F: 206.523.1012 www.dcgengr.com �Nq W. Gq� O of WAs F Dig Tim on elein 'Q r � � „ 0.0 OS O is 1 NAL 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. SECTION 17, TWN 23, RANGE 05 CIVIL CONSTRUCTION PERMIT PROJECT PARCEL ADDITIC _. 7 n d L; t J PROJECT 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 VICINITY MAP NOT TO SCALE ABBREVIATIONS: CB = CATCH BASIN CONC = CONCRETE CORSWDM = CITY OF RENTON SURFACE WATER DESIGN MANUAL DEMO = DEMOLITION EX = EXISTING FF = FINISH FLOOR FIG = 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 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 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 2 C❑NSTRUCTI❑N REC❑RD DRAWINGS CT 01/08/20 1 P❑ST—PERMIT REVISI❑N— UTILITY C❑NFLICT CT 01/25/19 NO. REVISION BY DATE SURVEYED: SCALE: VERTICAL: NAVD 1988 AS NOTED HORIZONTAL: NAD 1983/1991 DESIGNED: CT DRAWN: RB/CT ONE INCH DATU M CHECKED: AT FULL SCALE TG IF NOT ONE INCH PPR APPROVED: SCALE ACCORDINGLY TG LEGAL DESCRIPTION: (PER FIDELITY NATIONAL TITLE INSURANCE COMPANY, SUBDIVISION GUARANTEE NO. WA-FBC M-IMP-27WAG 14-1-17-20375864, 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 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. AND TOGETHER WITH THOSE PORTIONS OF THE ALLEYS VACATED BY CITY OF RENTON ORDINANCE NO. 5370, RECORDED APRIL 28, 2008 UNDER RECORDING NO. 20080428000765 CALL 811 (2) BUSINESS DAYS BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE) C TY OF IwAsiv RENTON Planning/Building/Public Works Dept. 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. R-401201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MERRILL GARDENS AT RENTON CENTER- ADDITION 104 BURNETT AVE S, RENTON, WA 98057 COVER SHEET 1 /8/20 PAGE DRAWING NO: C01 SHEET: 1 OF: 34 N O O O I T Q J N T O 0 LU U) Z W 0 rr Q J J_ Fr W 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). BASE MAP/TOPOGRAPHY PROVIDED BY W. Gqe OTHERS. DCG CANNOT BE HELD LIABLE 9706 4th Ave NE Suite 300 O of Wass, F� ���� ` igitaP� d FOR ACCURACY. CONTRACTOR SHALL Seattle, WA 98115 co `.Tiy FIELD VERIFY GRADES, UTILITIES AND on ALL OTHER EX FEATURES & P: 206.523.0024 �.� elein CONDITIONS. IF CONDITIONS ARE NOT F: 206.523.1012 �Q:� 047� FGis AS SHOWN &/OR PLANS CANNOT BE www.dcgengr.com FS 8'00 ONAL CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. 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 FAQADE. 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 FACADE 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 FAQADE 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. 2 ICEINSTRUCTION REC❑RD DRAWINGS 1 P❑ST—PERMIT REVISI❑N— UTILITY C❑NFLICT N0. REVISION SURVEYED: SCALE: VERTICAL: NAVD 1988 AS NOTED HORIZONTAL: NAD 1983/1991 DESIGNED: CT CT 0110 812 0 DRAWN: RB/CT ONE INCH DATUM C T 01 / 2 5 / 19 CHECKED: AT FULL SCALE TG IF NOT ONE INCH BY DATE 1AP P APPROVED: TG SCALE ACCORDINGLY SEPA 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. Nt 2. THE APPLICANT'S GEOTECHNICAL ENGINEER SHALL REVIEW THE PROJECT'S CONSTRUCTION AND BUILDING N PERMIT PLANS TO VERIFY COMPLIANCE WITH THE GEOTECHNICAL REPORT(S). THE GEOTECHNICAL ENGINEER N O SHALL SUBMIT A SEALED LETTER STATING THAT HE/SHE HAS REVIEWED THE CONSTRUCTION AND ERC MITIGATION p 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). r R-401201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS A u N 00 O O O T J T rr 0— WE CALL 811 (2) BUSINESS DAYS W BEFORE YOU DIG 0 (UNDERGROUND UTILITY cl� LOCATIONS ARE APPROXIMATE) < . DATE: C TY OF MERRILL GARDENS AT RENTON CENTER- ADDITION 1/8/20 J FIELDB1 RENTONOOK%R 104 BURNETT AVE S, RENTON, WA 98057 PAGE: Ir DRAWING NO: clr Plan ning/Building/Public Works Dept. PROJECT CONDITIONS CO2 w SHEET: 2 OF: 34 G N T i 0 LU 0 Z LU Q J LU 2 10 5 0 10 20 SCALE IN FEET KEY NOTES: DETAIL/ KEY NOTE: SHEET O EX MERRILL GARDENS BUILDING TO REMAIN PROTECT EX GREASE O INTERCEPTOR TO REMAIN. GREASE INTERCEPTOR MUST REMAIN IN - SERVICE DURING CONSTRUCTION O NEW BOLLARDS (TYP) SUBJECT TO PSE APPROVAL - O EX BUILDING ENCROACHES IN TO ALLEY ROW PER SURVEY 5 O NEW STREETLIGHT (TYP) SEE E1.0-E4.0 STREETLIGHTING PLANS NEW 2.25' ROW DEDICATION TO O BACK OF SIDEWALK - O NEW STREET TREE W/ GRATE (TYP) SEE LANDSCAPE PLANS O NEW BUILDING CANOPY (TYP) SEE ARCHITECTURAL PLANS - O EX TREE TO BE REMOVED. SALVAGE EX GRATE TO COR 10 NEW BIKE RACK (TYP) - 11 EX STREET LIGHT TO BE REMOVED AND REPLACED. SEE E1.0-E4.0 STREETLIGHTING PLANS 12 NEW PERIMETER CURB, SEE LANDSCAPE PLANS 13 TRASH/RECYLING RECEPTACLES, SEE LANDSCAPE PLANS BASE MAP/TOPOGRAPHY PROVIDED BY � N� wgGgeF OTHERS. DCG CANNOT BE HELD LIABLE 9706 4th Ave NE �0' of &, FOR ACCURACY. CONTRACTOR SHALL Suite 300 Seattle, WA 98115 e Digita d CO = Tim ` FIELD VERIFY GRADES, UTILITIES AND on ALL OTHER EX FEATURES & P: 206.523.0024 elein �0 CONDITIONS. IF CONDITIONS ARE NOT F: 206.523.1012 4,g420 0 ' AS SHOWN &/OR PLANS CANNOT BE www.dcgengr.com ��`C% GlsAL 00 CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. 2 ICEINSTRUCTION REC❑RD DRAWINGS 1 P❑ST—PERMIT REVISI❑N— UTILITY C❑NFLICT NO. REVISION CALL 811 (2) BUSINESS DAYS BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE) SURVEYED: SCALE: AS NOTED%R VERTICHORIZONTAL:: NAD 19 3/1991 A&Vftk CITY OF DESIGNED: CT RENTON DRAWN: CT 01/08/20 RB/CT ONE INCH DATUM VAN1071 Planning/Budding/Public Works Dept. C T 0 1/ 2 5/ 1 9 CHECKED: TG AT FULL SCALE IF NOT ONE INCH BY DATE APPR SCALE ACCORDINGLY APPROVED: TG G. 'END: CONCRETE SIDEWALK ASPHALT PAVEMENT WATER METER VAULT • ' • LANDSCAPE .. m1201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MERRILL GARDENS AT RENTON CENTER- ADDITION 104 BURNETT AVE S, RENTON, WA 98057 SITE PLAN 1 /8/20 PAGE DRAWING NO: CO3 SHEET: 3 OF: 34 • H T U N 00 O O O i T Q J T r n Cl) Z LU Q 0 J_ IIr LU z LU rQ V J J_ Fr LU G 5 P-21 10 5 0 10 20 SCALE IN FEET KEY NOTES: DETAIL/SH KEY NOTE: EET INSTALL APPROX 430 LF SILT EC1/C10, FENCE OR STRAW WATTLES. EC2/C10 0 PERIMETER RUNOFF CONTROL (COR STD PLAN MUST BE PROVIDED AT PROPERTY 213.40, 214.00) BOUNDARIES TEMPORARY CHAIN LINK CONSTRUCTION FENCING WITH O HIGH VISIBILITY OR PRIVACY - FABRIC PANELS INSTALL TEMPORARY INLET PROTECTION ON EX SD INLET OR EC4/C11 O CLOSEST SD INLET DOWNSTREAM (COR STD PLAN OF SITE. INLETS SHALL BE 216.30) CLEANED OF ANY CONSTRUCTION DEBRIS AS REQUIRED. INSTALL TEMPORARY STABILIZED CONSTRUCTION ENTRANCE. EC3/C10 40 CONSTRUCTION ENTRANCE NOT (COR STD PLAN REQUIRED TO BE INSTALLED IF EX 215.10) ASPHALT REMAINS O EX BUILDING AND PARKING AREA TO BE DEMOLISHED - CONTRACTOR TO SWEEP STREET DAILY OR MORE OFTEN IF O NECESSARY TO REMOVE TRACKED - SEDIMENT 07 EX TREE TO BE REMOVED - 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 LEGEND: �m CONSTRUCTION ENTRANCE X SILT FENCE OR STRAW WATTLES HVF TEMPORARY CHAIN LINK CONSTRUCTION FENCING 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. n-401201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS WE CALL 811 (2) BUSINESS DAYS z BEFORE YOU DIG LU BASE MAP/TOPOGRAPHY PROVIDED BY (UNDERGROUND UTILITY pC W. G4 OTHERS. DCG CANNOT BE HELD LIABLE LOCATIONS ARE APPROXIMATE) < 9706 4th Ave NE �o�� of ed FOR ACCURACY. CONTRACTOR SHALL SURVEYED: SCALE: DATE: Suite 300 Tim® VERTICAL: NAVD 1988 • 1 /8/20 1 Seattle, WA 98115 on FIELD VERIFY GRADES, UTILITIES AND DESIGNED: AS NOTED HORIZONTAL: NAD 1983/1991 o C TY OF MERRILL GARDENS AT RENTON CENTER- ADDITION 8 J elein ALL OTHER EX FEATURES & CT — R E N TO N 104 BURNETT AVE S, RENTON, WA 98057 PAGE: P: 206.523.0024 �"► 01 CONDITIONS. IF CONDITIONS ARE NOT 2 C❑NSTRUCTI❑N REC❑RD DRAWINGS CT 01/08/20 DRAWN: PAGE: F: 206.523.1012 0 4,Ir AS SHOWN &/OR PLANS CANNOT BE RB/CT ONE INCH • DRAWING N0: CIS CONSTRUCTED �G� 1 P❑ST—PERMIT REVISION— UTILITY CONFLICT CT 01/25/19 CHECKED: TG IF NOT ONE CNCH DATUM Planning/Building/Public Works Dept. TESC PLAN C04 W www.dcgengr.com Fss� CONSTRUCTED AS SHOWN, CONTACT ONAL DCG PRIOR TO CONSTRUCTION. NO. REVISION BY DATE 1APPj APPROVED: TG SCALE ACCORDINGLY SHEET: 4 OF: 34 I T C) W VJ z W 0 or Q Fr CW G 10 5 0 10 20 SCALE IN FEET LEGEND: 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 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 C,I 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 C2 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 C3 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 C4 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 *CURVE STATION AND OFFSET ARE MEASURED AT FACE OF CURB. ELEVATION IS MEASURED AT THE BOTTOM OF THE FACE OF CURB. 9706 4th Ave NE Suite 300 Seattle, WA 98115 P: 206.523.0024 F: 206.523.1012 www.dcgengr.com W. G,q� OF 611 TimCO on 2 lein RFGIST�E SS�ONAL G 3 NAIL WNVASHER AMPED "LS 33130' 6�c \ vvlvl LEAD/TACK W/WASHER STAMPED "LS 33130" UBLIC 93 �p pp ,. Dip �$ G�0 �g n ttp 1� ^ HH CB, SOLID LID 1 TOP=39.52 I.E. 8"PVC(N)=36.7 1 c� I.E. 8"PVC(S)=36.6 TING 5' LE1 1 . 1 I I. 1 NO.2117471 40 1 dI I. .I . . . . . . 17484 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ALLEY ............................ ............a 1 A C...1..... .. ... .. ............. RIGHT OF WAY . .. 1 . . I. I . o C (DR61�. SDSD SD SD SDI SD 1 0 SD SD D SD 6 D - SDD ORD..#5370 . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . .39 6(� 1 I. . { . . . . . . . �. I ° I ALLEY UGP UGP UGP X `Ca� UGP UGP . . UGP UGP, �oJG� UGP UGP- 5°L UGP-�Y �` UGP a I I I I GRADING AND .. X �► PROFILE, SEE SHEET C08 FG 39.554'M ucP I I o I �ucP ' , I s P I.0.I.... CB, SOLID LID ° TOP-39 43 TOC 139.54 - 1 I.E. 8"PVC(N)=35.8 I ' FG 39.61 FG 39.65 I FG 39.60 I FG 39.63 I F FG 39.63 FG 39.65 SERVICE ENTRANCE FF 39.63 a TOC 40.50� TOC 40.50 EG 40.52 II FG 39.51 II II kSPHALT II II EG 40.50 TOC 40.50 FG 39.47 II Ilo II0 '. X 39.26 o ii o . ' � II ° 00 II z II m 16 II EG 40.48 TOC 40.50 FG 39.47 1 FG 39.47 II TOC 40.50 EG 40.46 I TOC 40.5 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. G 39.63 SEE DETAIL "A" N88°23'47"W 2 C❑NSTRUCTI❑N RECORD DRAWINGS 1 P❑ST-PERMIT REVISI❑N- UTILITY C❑NFLICT N0. REVISION FG 39.72 FG 39.8 FG 39.7 MAIN ENTRANCE FF 40.04 FG 40.04 FG 39. FG 39 FG 39. EG FL 39.04,E I.E. 8"PVC(S)=35.8 . ❑ -E. -s"Evv).-a 8 4 ` W SO SD • S . ss - s 1. so . a I 5D1 I . . . SDMH, TOP=39.34 Q 1 1 I I.E.8"PVC(E)=35.2 a I.E. 8"PVC(S)=35.1 1 I • o I.E. 8"PVC(N)=35.1 . . . I I. .N .. Lij rNi 6"D C. C. . EG FL 39.13� U) TOC 39.63 . w �.... < I..I . �...W. Q 40. 0 . I 1 I. " . I .. - x 0, LLJ M 1 I. I ....�... I. I.. o 0 FDd IiG F 39.02 a I I 1tOC 89.52 . . . . .. .. .,•I a I M EG FL 39.10 . . a #OC 39.60 1. EG FL139.15 a o l 1 1a 1. .I .I. o \�TbC �9.65 ' 6"D C. .... TOC 39.64 a I � 0 SSMH, TOP=39.89 E G FL 39.14 �P FULL OF WATER, PIPES NOT VISIBLE CTR. CHNL.(N-S)=35.4 I' LHH I. I ...S. Sb- . . .I . EG/FG 39.31 G- E /FG 39.16�1 TOC 39.70 `.r 1 a C1 I EG FL 39.19,, CB, TOP=38.84 T 39.66-� �EG/FG 39.45 I.E. s"coNC(W)=37.3 M.o SQ♦►� ° SDMH, TOP=39.36 1 I.E. 8"CONC(E)=37.4 d W a c2 EG 39.00 I.E.8"PVC(W)=3=3 I I.E. 12"CONC(S)=35.3 LEG FL 39.23 9 0� I.E. 12'CONC(N)=35.1 '. TOC 319.73 0. . a° o n 1 l i FG 39.91 m 1 1 EG/ 39. WATER/FIRE ROOM w 1 I 1 EG/FG 39.54 FF 40.21 IRE 1kL W FIRES ' IRE. FG 39.98 V W W W W w EG/FG 39.05 W W FG 40.21� FG 39.99 I � FG 40.21 - IIIIIIIII-� 120.06' CT 01/08/20 CT 01/25/19 BY DATE SURVEYED: DESIGNED: CT DRAWN: R B/CT CHECKED: TG P P R APPROVED: TG N O O SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY Ann A G C4. W WM I ° EG/FG 39.42 IEG FL 39.30 `= W TOC a 39.80 cc cc EG FL. 39.31 Tqq 39.81 i `EG TOC 39.82R-401201 0 n IN COMPLIANCE WITH CITY OF RENTON STANDARD c FF=40.4 -U g I CALL 811 (2) BUSINESS DAYS BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE) VERTICAL: NAVD 1988 HORIZONTAL: NAD 193/183/1 991 • CITY 0 MERRILL GARDENS AT RENTON CENTER- ADDITION RENTON 104 BURNETT AVE S, RENTON, WA 98057 DATU M Planning/Building/Public Works Dept. GRADING PLAN VJ z W 0 Ir QR DATE: V 1 /8/20 J FIELDBOOK: J PAGE: IIr DRAWING NO: Ir C05 CW SHEET: 5 OF: 34 C N T 0 i W z LU 0 rQ V J_ rr LU G 10 5 0 10 20 SCALE IN FEET KEY NOTES: DETAIL/ KEY NOTE: SHEET 0 PROTECT EX GREASE INTERCEPTOR, MUST REMAIN IN - SERVICE DURING CONSTRUCTION OTRANSFORMER LOCATION, COORDINATE WITH PSE - ADJUST EX JBOX TO FINISHED GRADE. VAULT COVERS SHALL WITH DOWNTOWN COR STD OCOMPLY STREETSCAPE STANDARDS. SEE PLAN 102.1 VAULT COVER NOTES ON SHEET C09. EX JUNCTION BOX AND OPROTECT ADJUST TO FINISHED GRADE - UG ELECTRICAL SERVICE TO OTRANSFORMER. ROUTING IS APPROXIMATE- SEE PSE DRAWING #101113708 EX 1 1/2" WATER SERVICE HAS O6 BEEN INACTIVE FOR SEVERAL YEARS PER COR (ACCOUNT NO - 000743-000). ABANDON EX SERVICE AND SALVAGE METER TO COR 07 EX PSE VAULT TO REMAIN - LIGHTING JUNCTION BOX OSTREET 8 AND CONDUIT (TYP) E1.0-E4.0 OREMOVE 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. SS1/C14 10 CONTRACTOR TO POTHOLE EX SSS (COR STD AND NOTIFY ENGINEER IF 2.00% PLAN 403.1) SLOPE FROM BUILDING PLUMBING CONNECTION CANNOT BE MAINTAINED 6" IE ±37.50 AT BUILDING 11 RETIRE EX GAS SERVICE AT MAIN, COORDINATE W/ PSE - REMOVE EX FIRE SERVICE VAULT AND INTERIOR PIPING INC. 1" 12 DOMESTIC SERVICE. RETURN 1" - METER TO CITY WA2/C 12 13 FIRE HYDRANT ASSEMBLY (COR STD PLAN 310.1) ADJUST EX JBOX TO FINISHED 14 GRADE 15 REMOVE EX CLEANOUT - 3" DOMESTIC SERVICE CONNECTION. REQUIRED DCVA WA1/C12, LOCATED INSIDE BUILDING. WA3/C12 16 POTHOLE EX GAS MAIN PRIOR TO (COR STD TRENCHING FOR WATER SERVICE PLAN 300.1, AND NOTIFY ENGINEER IF THERE IS 320.4) A CONFLICT WITH METER VAULT A5 17 6" FIRE SERVICE CONNECTION. STD (C STD DDCVA LOCATED INSIDE BUILDING PLAN STANDPIPE FIRE DEPARTMENT 18 CONNECTION. 3.0' CLEAR (MIN) - REQUIRED IN ALL DIRECTIONS WA5/C 13 19 FIRE LINE POST INDICATOR VALVE (COR STD PLAN 360.5) LEGEND: CONCRETE SIDEWALK ASPHALT PAVEMENT 1 2" IRRIGATION SERVICE TO BE INSTALLED BY CITY FORCES. CONTRACTOR SHALL PROVIDE ALL EXCAVATION AND EXPOSE THE 20 WATER MAIN AND ALSO DIG THE TRENCH FOR THE NEW SERVICE WA7/C18 (COR STD LINE FROM THE MAIN TO THE PLAN 320.2) METER. DCVA TO BE LOCATED IN WATER/FIRE ROOM. IRRIGATION SERVICES WILL IRRIGATE PRIVATE PROPERTY AND STREET TREES 21 EX STREET LIGHT TO BE REMOVED EC1.0-EC4.0 AND REPLACED 22 PROTECT EX WATER SERVICE - 23 STA 2+34.71 NEW GAS SERVICE AND METER, - COORDINATE WITH PSE SS2/C14, STA 1+28.18 24 NEW 6" SSS @ 2.00% MIN SLOPE, STD (COR STD W/ NEW CONNECTION TO MAIN PLAN 6" IE ±37.50 AT BUILDING 406.0 0 NEW SSCO #1 STD (COR STD RIM TO FINISHED GRADE PLAN 26 STREET LIGHTING CONDUIT (TYP) E1.0 - E4.0 27 NEW SSCO #2 STD STD (COR RIM TO FINISHED GRADE PLAN 28 ±25 LF 6" DI PIPE - STA 2+20.40, 9.45' LT WA1/C12, 29 12" X 6" TAPPING TEE (MJxFL) 6" TAPPING VALVE (FLxMJ) WA4/C13 (COR STD W/ CONIC THRUST BLOCK PLAN 300.1, ±25 LF 6" DI PIPE TO HYDRANT 330.2) STA 2+26.82, 9.45' LT WA1/C12, 12" X 4" TAPPING TEE (MJxFL) WA4/C13 30 4" TAPPING VALVE (FLxMJ) (COR STD W/ CONIC THRUST BLOCK PLAN 300.1, +27 LF DI PIPE TO METER 330.2) STA 2+30.29, 9.45' LT WA1/C12, 31 12" X 6" TAPPING TEE (MJxFL) 6" TAPPING VALVE (FLxMJ) WA4/C13 (COR STD W/ CONIC THRUST BLOCK PLAN 300.1, ±40 LF 6" DI PIPE TO PIV 330.2) PLUG EX 6" VALVE WITH 6" PLUG 32 (MJ) BY CITY FORCES. CONTRACTOR TO EXCAVATE AND - RESTORE ROADWAY. CAP EX 6" SERVICE DOWNSTREAM OF VALVE 22.5 OR 45 DEG BEND W/ CONIC WA4/C13 BLOCKING PER COR STD PLAN WA6/C13 33 330.2. BEND LOCATION AND ANGLE (COR STD TO BE FIELD DETERMINED IN PLAN 330.2, ORDER TO ACHIEVE CLEARANCE 330.3) FROM EX UTILITIES 22.5 OR 45 DEG BEND W/ CONIC WA4/C13 BLOCKING PER COR STD PLAN WA6/C13 34 330.3. BEND LOCATION AND ANGLE (COR STD TO BE FIELD DETERMINED IN PLAN 330.2, ORDER TO ACHIEVE CLEARANCE 330.3) FROM EX UTILITIES ELECTRICAL DUCT BANK (NOT 35 SURVEYED- LOCATION IS - APPROXIMATE) CENTURYLINK DUCT BANK (NOT 36 SURVEYED- LOCATION IS - APPROXIMATE) CONIC THRUST BLOCK FOR 4", 90 37 DEG BEND DOMESTIC METER BYPASS POST 38 INDICATOR VALVE UTILITY AND RESTORATION NOTES: WATER METER VAULT 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 ` ' LANDSCAPE INCHES. CROSSINGS LESS THAN 12 INCHES REQUIRE ETHAFOAM BLOCKING. 4. CONTRACTOR TO POTHOLE EX GAS MAINS AT LOCATION OF PROPOSED UTILITY CROSSING # STORM DRAIN, SIDE SEWER AND WATER SERVICE CROSSINGS AND SEE TABLE THIS SHEET REPORT TO ENGINEER IF CROSSINGS AS SHOWN ARE NOT FEASIBLE. BASE MAP/TOPOGRAPHY PROVIDED BY Gqe OTHERS. DCG CANNOT BE HELD LIABLE 9706 4th Ave NE Suite Seattle, WAA 98115 o�NoFW \� f'ga ne C9 �Ison Ti - belei FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES AND ALL OTHER EX FEATURES & P: 206.523.0024 F: 206.523.1012 www.dcgengr.com e: Q:� �0� RFoiaT6�0 8 �`SS/ONAL ' CONDITIONS. IF CONDITIONS ARE NOT AS SHOWN &/OR PLANS CANNOT BE CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. 2 C❑NSTRUCTI❑N RECORD DRAWINGS CT 01/08/20 1 P❑ST-PERMIT REVISI❑N- UTILITY C❑NFLICT CT 01/25/19 NO. REVISION BY DATE 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. SURVEYED: SCALE: AS NOTED VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M DESIGNED: CT DRAWN: RB/CT ONE INCH CHECKED: TG AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY P P R APPROVED: TG CB, SOLID LID TOP=39.52 I.E. 8"PVC(N)=36. I.E. 8"PVC(S)=36. 30LID LID =39.43 r'PVC(N)=35.8 r'PVC(S)=35.8 3"PVC(W)=35.18 IH, TOP=39.34 S"PVC(E)=35.2 3"PVC(S)=35.1 3"PVC(N)=35.1 OR TOP=39.89 _L OF WATER, ES NOT VISIBLE R. CHNL.(N-S)=35.4 {, TOP=38.84 . 8"CONC(W)=37.3 1, TOP=39.36 CONC(E)=37.4 PVC(W)=36.9 >."CONC(S)=35.3 2"CONC(N)=35.1 11-1FU 1 LU I IN COMPLIANCE WITH CITY OF RENTON STANDARDS CALL 811 (2) BUSINESS DAYS BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE) Aomttk C TY OF MERRILL GARDENS AT RENTON CENTER- ADDITION %R1waoR E N TO N 104 BURNETT AVE S, RENTON, WA 98057 Planning/Building/Public Works Dept. COMPOSITE UTILITY PLAN 1 /8/20 PAGE: DRAWING NO: C06 SHEET: 6 OF: 34 CU z LU 0 Q 0 J_ LU G N T O i w z LU cl rQ V J J_ LU G 5 M1 KEY NOTES: DETAIL/ KEY NOTE: SHEET NOV CB #1 (PUBLIC)- TYPE 1 CB W/ SD1/C17 0 FRAME AND VANED GRATE PER (COR STD RIM ELEV 39.30 39.44 PLAN 8" IE (E) 37.85- 37.86 2 200.00) 20 70 LF 8" DI SD @ 0.5% (PUBLIC) - NEW CB #3 (PUBLIC)- TYPE 1 CB W/ SOLID LID PER SD1/C17 0 3 RIM ±39.19 39.39 8" IE (COR STD PLAN (W)37.21 (NEW) 36.46 �S) 3-49 35.23 Q 200.00) 'F: (N)R5-4A 35.25 O6" PVC SD @ 2.0% MIN SLOPE (PRIVATE) 6" BUILDING STORM DRAIN POINT OOF CONNECTION. SEE PLUMBING PLANS FOR INTERIOR DOWNSPOUT - ROUTING O46 LF 8" DI SD @ 2.00% MIN SLOPE (PRIVATE) - CONNECT TO EX TYPE 1 CB RIM3934 39.36 0 7 8" IE (W)353-(NEW) 36.60 IE (E)35-,' 35.31 8" IE (N)39--- 35.21 -" IE (S) "- 35.17 CONNECT TO EX CB ELEV 39-16 39.21 Q ORIM 2 8" IE (W) 37.29 (NEW) 37.06 'E (E) 36.85 4" DIA PERFORATED PVC PIPE FOOTING DRAIN, EMBEDDED IN 12" WIDE ZONE OF CLEAN, OMIN WASHED GRAVEL AND WRAPPED IN NON -WOVEN GEOTEXTILE FABRIC 4" IE ±37.50 (MIN) EW CB #4 (PRIVAT ) - NYOPLAS PVC CB OR APPROVED EQUAL DRAINAGE STRUCTURE RIM ELEV 89-75 39.68 10 0 4" IE (N) 3; 59 (FTG DRN) 37.38 SD3/C17 4" IE (N) 87.59 (FTG DRN 37.38 6" IE (W)3; 59 37.35 A 8" IE (E) 3,?4r6 37.30 2.0' MIN SUMP FOR SEDIMENTATION REQUIRED 11 INSTALL CAP ON 4" DIA FOOTING DRAIN E CB 2 ( UBL C)- YP 1 CB W SD1/C17 12 FRAME AND VANED GRATE RIM ELEV 39.65 39.67 (CDR STD PLAN 8" (E) 3 .45 3749 Q 200.00) 13 G 2.15% 48 LF 8" DI SD @ 9.64; (PUBLIC) - 14 G 8" PVC SD @ 2.0% MIN SLOPE (PRIVATE) 4" X 8" WYE AT DOWNSPOUT 15 CONNECTION (TYP) SEE SHEET C06 FOR UTILITY 16 G CROSSING INFO (TYP) SD2/C17 NEW SDCO #1 (PRIVATE) (COR STD 17 RIM TO FINISHED GRADE PLAN 226.00) 18 6" DI SD @ 2.00% MIN SLOPE (PRIVATE) - 6" IE ±37.50 AT BUILDING NEW SDCO #2 (PRIVATE) SD2/C17 RIM TO FINISHED GRADE (COR STD 19 8" SD CONNECTION TO BUILDING PLAN 8" IE ±37.50 226.00) SD2/C17 20 NEW SDCO #3 (PRIVATE) (COR STD RIM TO FINISHED GRADE PLAN 226.00) STORMWATER CODE NOTES: 1. NO BMPS ARE FEASIBLE. NONE PROVIDED. 2. SITE IS LOCATED IN ZONE 1 OF THE AQUIFER PROTECTION ARI 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. BASE MAP/TOPOGRAPHY PROVIDED BY �N� W. Gqe OTHERS. DCG CANNOT BE HELD LIABLE 9706 4th Ave NE O of "`easy, F� Suite 300 `��� Digita d FOR ACCURACY. CONTRACTOR SHALL Seattle, WA 98115 im FIELD VERIFY GRADES, UTILITIES AND n Ga el n ALL OTHER EX FEATURES & e: P: 206.523.0024 �� .01. CONDITIONS. IF CONDITIONS ARE NOT 2 C❑NSTRUCTI❑N RECORD DRAWINGS F: 206.523.1012 �0,� �, 4, 04 0' AS SHOWN &/OR PLANS CANNOT BE 1 P❑ST-PERMIT REVISI❑N- UTILITY C❑NFLICT www.dcgengr.com �`SS'/ONAL ECG\ CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. NO. REVISION 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. SURVEYED: SCALE: VERTICAL: NAVD 1988 AS NOTED HORIZONTAL: NAD 1983/1991 DESIGNED: CT CT 01/08/20 DRAWN: RB/CT ONE INCH DATU M CT 0 1/ 2 5/ 1 9 CHECKED: AT FULL SCALE TG IF NOT ONE INCH BY DATE 1AP PIt APPROVED: TG SCALE ACCORDINGLY G- R-401201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CALL 811 (2) BUSINESS DAYS BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE) C TY OF MERRILL GARDENS AT RENTON CENTER- ADDITION [;R RENTON 104 BURNETT AVE S, RENTON, WA 98057 VA217 Planning/Building/Public Works Dept. DRAINAGE PLAN 1 /8/20 PAGE: DRAWING NO: C07 SHEET: 7 OF: 34 CD T U T 0- z LU 0 Q J_ Ir It W C G N T C) N 0 10 5 0 10 20 i 0 LU SCALE IN FEET 0 Z LU 0 rr Q 0 J Fr rr LU 5 LEGEND: CONCRETE SIDEWALK ASPHALT PAVEMENT WATER METER VAULT •...... • LANDSCAPE 9706 4th Ave NE Suite 300 Seattle, WA 98115 P: 206.523.0024 F: 206.523.1012 www.dcgengr.com \�oC� oW. f G q� �P _ Ti r CO = on 2 r elein e: .01 �FGIST G SS�ONAL MAG NAIL W/WASHER STAMPED "LS 33130" J F 0 /EG/FG 39.52 EG/FG 39.51 0+.10 0+10 0+.40 NEW CB #1 (PUBLIC)- TYPE CB W/ FRAME AND VANED GRATE PER COR STD PLAN 200.00-\ RIM ELEV39.40 39.44 2 8" IE (E) 37.85 37.86 0+40 0+. EG @ CL OF ALLEY 70 LF 8" DI SD @ 0.5% (PUBLIC) 0+ 0+90 1 +00 1 +I10 1 +I20 1 +I30 I 1 +40 1 +I50 1 +I60 1 +70 1 +80 0 i"17 7 7 . . . . . . . . . . . U) . . . Q . . . . . . . . . . � Q . . LL cn . . . . NEW CB #3 (PUBLIC)- 2.15% 48 LF 8" DI SD @ �61/>7 (PUBLIC) O J � TYPE 1 CB W/ SOLID LID PER . UI Q � � � . COR STD PLAN 200.00 11 % MAX SLOPE ° RIM ±39.10 39.39 (DRIVEWAY APRON) I . 8"�' IE (W) 36.66 36.46 FG @ CL OF ALLEY POWER DUCT BANK EX 2" GAS . . . 8" IE (S) 36.19 35.23 Q TOP ±36.68 . TOP ±37.08 . . . R"N IE 35.25 ( ) 3� - - - - - - ° NOTES: CTL DUCT BANK NEW CB #2 (PUBLIC)- TYPE 1 CB SEE SHEET C06 FOR UTILITY CROSSING INFORMATION. W/ FRAME AND VANED GRATE TOP ±36.48 PER COR STD PLAN 200.00 EX 6" GAS EX 12" GAS I . . . . . . 30 RIM ELEV 39.65r 39.67 TOP ±35.78 8" IE (W) 3�9 37.52 1 /TOP ±36.28 . . . . . . . I . I . 2 �� " I E E EX 8 SS I E ±35.82 8 ( ) 37-� 37.49 �� + EX 12 WA I E _32.65 I 20 0+I90 1 +I00 1 +I10 1 +I20 1 +30 1 +40 1 +50 1 +60 1 +70 1 +80 I \ VVIVI LEAD/TACK W/WASHER EG/FG 39.50 STAMPED "LS 33130" //I EG/FG 39.46 -o EG/FG 39.52 TOC 39.96 EG 39.54 TOC 39.05 EG/FG 39.76 G 38.97 ...... EG/FG 39.78 EG/F EG/FG 39.83 EG/FG 39.96 r-FG �G/FG 38.97 . . . PUBLIC IM 39.44 2 HH I II IEG39.68 1 I . . . . LEY 39.67�8.0'@1.EG/FG 39.60 EG/FG 39.74. 2 D 3I9.661 M 33 C�3 MAX (TY ) SD�SD SD SDSD SD SD SD SD b SDI---� SD EG/FG 39.44 . . . . . . . . . . . . . . EG/FG 39.35 a . . . . . . . . . . . . . . . . . . . EG/FG 39.77 FG 39.78. FG 39.74 I EG/FG 39.00 ................. 4 w EG/FG 3�►.08 . ., . . UGP . , .UGP. UGP UGP UGP UGP UGP UGP. . U.GP UGP UGP UGP EG/FG 39. 1 I FG 39.58 I - . . . . . . . . . . . . . . . . . . . . . . . . . I. . . _ . . . . . . . . . . . __ - G/ G 39.13 FG 39.47 FG 39.80 FG 39.99 M -EG/FG 39.03 a FG 39.63 `-FG 39.11 FG 39.63 z FG 39.50 FG 39.77 0` P L=G/FG 39.03 ucP FG 39.71 ITOC139.53 . --1 a EG/FG 39.63 a .,cl- SERVICE ENTRANCE FF 39.63 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. u 2 C❑NSTRUCTI❑N RECORD DRAWINGS 1 P❑ST-PERMIT REVISI❑N- UTILITY C❑NFLICT NO. REVISION 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. SURVEYED: SCALE: DESIGNED: CT CT 01/08/20 DRAWN: RB/CT CT 01 / 2 5 / 19 CHECKED: TG BY DATE APPR APPROVED: TG VERTICAL: NAVD 1988 AS NOTED HORIZONTAL: NAD 1983/1991 ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY n Q 3 ` . . . . . SDI SD SD. 1. .SSS s . I C. ..Sol I.. I 1..I...N ch Q I a I...I..�.... I. I...I..X0 . rr 40-Jo I I. .I.. ... II I 1....... ....cn 1 f....... a�W CB, SOLID LID TOP=39.52 I.E. 8"PVC(N)=36.7 I.E. 8"PVC(S)=36.6 G/FG 38.99 cn 0 C. I G/FG 38.98 CB, SOLID LID G/FG 38.98 TOP=39.43 I y- I.E. 8"PVC(N)=35.8 I I.E.8"PVC(S)=35.8 I.E. 8"PVC(W)=35.18 EG/FG 38.98 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 R-401201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS • H T U 00 O O T J H • H W� CALL 811 (2) BUSINESS DAYS BEFORE YOU DIG LU (UNDERGROUND UTILITY cc LOCATIONS ARE APPROXIMATE) < • DATE: CITY OF MERRILL GARDENS AT RENTON CENTER- ADDITION 1/8/20 J FIELDB%R RENTON 104 BURNETT AVE S, RENTON, WA 98057 PAGE: PAGE:Ir DRAWING NO: I r Plan ning/Building/Public Works Dept. DRAINAGE PROFILE C08 LU SHEET: 8 OF: 34 N T 0 I W I— N T Nt 4t ROLL! DEPEh TYPE, 4 t (T&V5m1n) B'-1 D" DIA, (20O-2"rn) SE01MENT, 'ORGANIC MATTER, ANP NATIVE SEEPS ARIs CAPTURED BEHIND THE ROLLS STRAW ROLLS MUST BE PLACED ALONG SLOPE CONTOURS LIVE STAKE - 1. ADJACENT ROLLS SHALL TIGHTLY ABUT I NOTES 1"x I" STAKE 1, CONDITION OF ILISE 1.1. SEED IWi SHALL BE USED THROUGH THE PROJECT ON 0ISTURBE❑ AREAS THAT HAVE REACHED FINAL GRADE OR THAT WILL REMAIN UNVVCRKED FOR MORE THHAN 30 DAYS. 1.2. VEGETATIQN-LINE❑ CHANNELS SHALL BE SEEDED. GHANNEL5 THAT WILL SE VEGETATEQ SHOULD BE INSTALLED BEFORE MAJQR EARTHWORK AND HYDROSEEDED OR COVERED WITH A R0NDED FIBER MATRIX �BFM) 1.3. RETENTION 1 DETEhETION PONDS SHALL R.E SEEDED AS REQU[RED- 1.3. AT THE CITY'S DISCRETION, SEEDING WITHOUT MULCH DURING THE DRY SEASON IS ALLOWED EVEN THOUGH ITWILL TAKE MORE THAN SEVEN DAYS TO DEVELOP AN EFFECTIVE COVER. 1.5. AT THE BEG, INNING OF THE WET SEASON, ALL DISTURSANCE5 AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES GAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS S14OULD BE SEEDED }!WITHIN A WEEK OF BEGINNING OF THE WFz- SEASON. AT FINAL SITE STABILIZATION, ALL DISTURBED AREAS NOT OTHERWISE VEGETATED OR STABILIZED SHALL BE SEEDED AND MULCHED 2. DESIGN AND INSTALLATION SPECIFICATIONS 2-1. THE BEST TIME TO SEED IS APR IL 1 THR.OUGH JUNE 30, AND SE'PTEMBER 1 THROUGH OCTOBER 15, AREAS MAY RE SEEDED BETWEEN JULY 1 AND AUGUST 31, BUT IIRRIGATION MAY BE REQUIRED IN ORDER TO GROW ADEQUATE COVED. AREAS MAY ALSO BE SEE❑ED DURING THE WINTER MONTHS, BUT IT M IGHT TAKE SEVERAL MONTHS Ta DEVELOP A DENSE GRIOUNDCOVER DUE TO COLD TEMPERATURES- 2-2. TO PREVENT SEED FROM (BEING WASHEID AWAY CONFIRMED THAT ALL REGJIRED SURFACE WATER CONTROL MEASURES FIAVE BEEN INSTALLED. 2.3. THE SEEDBED SHOULD BE FIRM BUT NOT COMPACTED. 2.4. IN GEN ERAL, 10-20-2OIN-P-K FERTILIZER MAY BL U5E1) AT A RATE OF 90 POUNQ,9 PER ACRE, IT IS RECOMMENCED THAT AREAS BEING SEEDED FOR FINAL LANDSCAPING CONDUCT SAIL TO DETERMINE THE EXACT TYPE ANC] QUANTITY QF FERTILIZER NEEDED, DISTURBED AREAS WITHIN 200 FEET OF WATER BOGIES AND WETLANDS MUST USE SLOW RELEASE LO-PHOSP'HORUS FERTILIZER. 2.5. THE FCLLOWING REOUIREMENTS APPLY FOR MULCHING 2-5-1- MULCH IS ALWAYS REQUIRED FOR SEEMING SLOPES GREATER THAN 3H-IV 2.5.2. IF SEEDING DURING WET SEASON MULCH IS REQUIRED 2.5.3. THE USE OF MULCH MAY BE REQUIRED DURING WET SEASON AT THE CITY'S DISCRETION IF GRASS GROWTH IS EXPECTED TO BE SLOW, THE SOILS ARE HIGHLY ERODIBLE DUE TO 501L TYPE OR GRADIENT. THERE IS A WATER BODY CLOSE TO THE DISTURBED AREA, OR SIGNIFICANT PRECIPITATION IS ANTICIPATED BEFORE THE GRASS WILL PROVIDE EFFECTIVE COVER. 2.5.4. MULCH MAY BE APPLIED IN TOP OF THE SEED OR SIMULTANEDUSLY BY HYDROSEEDIN0. 2k. HYDROSEEDING IS ALLOWED AS LONG AS TRACKIFIER IS INCLUDED. HYDIROSEEDING WITH WOOD FIBER MULCH IS ADEQUATE DURING THE DRY SEASON- HYDROSEEDIN0 WITH WOOD FIBER MrIULCH IS ADEQUATE DURING THE DRY SEASON. OURI40 THE WET SEASON, THE APPLICATION RATE SHOULD BE DOUBLED. IT MIGHT BE NECESSARY IN SOME APPLICATIONS TO INCLUDE STRAW WITH THE WOOD FIBER, BUT THIS CAN BE DETERMINED TO GERMINATION. 2-7. AREAS TO BE PERMANENTLY LANIDSCAPFD SHALL USE SOIL AMEN❑M+tENT& GOOD QUALITY TOPSOIL SHALL BE TILLED INTO THE TOP SIB{ INCHES TO REDUCE THE NEED FOR FERTILIZER AND IMPROVED THE OVERALL SAIL QUALITY, MOST NATIVE SOILS WILL REQUIRE THE ADDITION OF 4 INCHES OF VVELL-ROTTED COMPOST TO BE TILLED INTO THE SOIL TO PROVIDE A GOOD QUALITY TOPSOIL. ,- Y STD. PLAN — 213.40 PUBLIC' WORKSSTRAW WATTLES # DEPARTMENT MARCH 2O06 0, STRAW WATTLES (EC1'� NOT TO SCALE CO4 BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. DCG CANNOT BE HELD LIABLE 9706th Ave NE �tSO�`� °F Digi d FOR ACCURACY. CONTRACTOR SHALL AS Suite 300 '� CO on Tim Seattle, WA 98115 cz FIELD VERIFY GRADES, UTILITIES AND elein ALL OTHER EX FEATURES & P: 206.523.0024 � 17 CONDITIONS. IF CONDITIONS ARE NOT F: 206.523.1012 �o47 01 _ 00' AS SHOWN &/OR PLANS CANNOT BE www.dcgengr.com F`SS O S CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. JQINT5IN FILTER FABRIQ SHALL BE SPLICED AT POSTS- USE STAPLES, WIRE RINGS, Gft EQUIVALENT TO ATTACH FABRIC TO POSTS. 2'4" RY 14 Go. WIRE OR EQUIVALENT, IF STANDARD STREhkGTH FAaPIC USED FILTER FABRIC— 10M.- — — 1--1 I .. -.III_=.1,1=III.-11 — .II-III-1 1.-11_-11 := 11=III-1i--11 6' MAY- MINIMUM 4"x4' TRENCH {' _ f BA.CKFILL TRENCH WITH POST SPACINEG MAY IJINCREASED NATIVE SOIL TO n' IF WIRE RACKING IS USED f 2'xiP' W00D FO5T5, STEEL FENCE POSTS, REHARrOR Epi,IIVALENT HoTEs 1. CONDITION OF USE 1-1. SILT FENCE PRAY BE USED DOWNISLOPE OF ALL DISTURBED AREAS. 1-2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOVV. ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH TH E DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2, DESIGN AND INSTALLATION SPECIFICATION15 2.1. THE GEOTEXTILE USED MOST MET THE STANDARD LISTED UELLOW. A COPY QF THE MANLJFAQ.TURER'5 FABRIC 5PECIFICATIQN$ MOST RE AVAILABLE ON SITE. 30-IMSIEVE SIZE (G.6&015MM) FORSILT FILM h45{ASTI�SDG751j 50-1DOSIEVE SIZE 0.30-0.15MM FOR OTHER FABRICS WATERPERMITTIVITV AS7M+ID491 0.025-EC"-lbANIMUM GRAB TFLISILE STRENCHT{ASTM 645�lI 18U LD5. "N , FOR EXTRA STR04G" EADRIC 140 LBS. MIN. FOR VAN DARD 5TRENGHT FABRIC GRAB TENSILE ELONGATION ASTM IS4632� 30 MAX_ LILTRAVIOLATERESISTANCE(ASTMDA355) 1709101N. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPkGING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMARICE WARRANTS A STRONGER FENCE. 2.3- WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2H:1V 2-4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERM INIE THE SILT PENCE- 3- MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY. 3.2. IF CONCENTRATED FLOES ARE EVIDENT UPHILL OD THE FENCE, THEY MUST RE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3-3- IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FE=NCI FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS� A 13ARRIFwR TO FLOW AND THEN CAU$INC, QHANNELEZATION QF FLOW$ PARALLEL TQ THE FENQF- IFTHI$ QQQl,1R$, REPLAQE THE FENCE QR iREMOVEI) THE TRAP SEDIMENT. 3.4. SEDIMENT MOST BE REMOVED WHEN SE IMENT IS 6 INCHES HIGH. 15. IF THE FILTER FABRIC (GE07EXTILEj HAS DETERIORATED [DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED, STD. PLAN — 214.00 *Aw�� PUBLIC W()RKS SILT FENCE DEPARTMENT MARCH 2008 SILT FENCE (EC2 NOT TO SCALE C04 SURVEYED: SCALE: VERTICAL: NAVD 1988 AS NOTED HORIZONTAL: NAD 1983/1991 DESIGNED: CT 2 C❑NSTRUCTI❑N RECORD DRAWINGS CT 01/08/20 DRAWN: RB/CT ONE INCH DATUM 1 P❑ST—PERMIT REVISI❑N— UTILITY C❑NFLICT CT 01/25/19 CHECKED: AT FULL SCALE TG IF NOT ONE INCH N 0. REVISION BY DATE APPF APPROVED: TG SCALE ACCORDINGLY DRIVEWAYS SHALL BE PAVED TO THE EDGE OF R-C4V PRkOR TO INSTAL-LATION OF THE GDNSTRUCTION ENTRANCE TO AVOID E]AMgGING OF THE ROADWAY IT IS RECOMMENDED THAT THE ENTRANCE BE CROVVNEU 84 THAT RUNQt-F DRAINS OFF THE PAD INSTALL DRIVEWAY CULVERT IF TF F-kE IS A ROADSIO E DITCH PRESS NT, AS PER CITY RCA DSTANDARDS 4%8" QUARRY SPALLS GEOTEXTILE 12" KIN. THICKNE35 PROVIDE FULL WIDTH OF MOTES INGRESVEQF.E-5s AREA 1- COND1710N OF USE 1.1. CONSTRUCTION ENTRANCE SHALL Be STABIL12ED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. GRAB TENSILE 5TRF6NcjTH (ASTM D4753 j 200P5I MIN. GRAB TENSILE ELONGATION (ASTMrI D4632) 3C%IY K MULLEN SURS73TRENG7H (ASTM D3786-80►a 400 PSI MIN. AOS (ASTM D47Si) 20.45 (U.S. STANDARD SIEVE SIZE) 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. HOG FUEL (WOOD BASED MULCH) MAY BE SUEISTITUTED FOR -0R COMBINED WITH QUARRY SPALLS IN ARES THAT WILL BOT BE USED FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANYTIME REQUIRE THE; USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IFTHE HOO FUEL IS EYEING CARRIED ONTO PAVEMENT. 2.2. FENCING SMALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.3, WHENEVER POSSIBLE, THE ENTIRANCE SHALL BE CONSTRUCTED ON A 1=1RM, COMAPACtED SUISGIRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAID AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT BEING TRACKED ONTO PAVEMENT, THEM ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE IINSTALLATION OF THE WHEEL WASH, IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASHED WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3.3. ANY SEDIMENT THAT IS TRACE<ED ONTO PAVEMENT SMALL BE REMOVE 1) IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT {NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONDUCTED. THE SEDIMAENT WOULD THEN SE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE (ROADWAY SHALL BE REMOVED IMMAEIDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. STD. PLAN — 215.10 I+ P L�BLiC wOItISSTABILIZED *`` 1 EPAHTR ENT CONSTRUCTION ENTRANCE MARC'1:`-I 2008 STABILIZED CONSTRUCTION ENTRANCE �EC3 NOT TO SCALE C04 R-401201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q0 T U M CALL 811 (2) BUSINESS DAYS W BEFORE YOU DIG 0 (UNDERGROUND UTILITY Ir LOCATIONS ARE APPROXIMATE) < . DATE: C TY 0E MERRILL GARDENS AT RENTON CENTER- ADDITION 1/8/20 J %RV4919RENTON 104 BURNETT AVE S, RENTON, WA 98057 PAGE:FIELDOOK PAGE:Ir DRAWING NO: It Plan ning/Building/Public Works Dept. CITY DETAILS- TESC C10 LU SHEET: 10 OF: 34 C N T 0 I W I— W z W r') a J_ rr W 2 T 0 Nyt.�,� 4t FACE OF CURB r t 5 IN" 1' • � 1" R. 114 TDP OF ROADWAY I W CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB G 1 2'- — FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE 1'24 TOP OF 1 r2' R_ ROADWAY i } DEPRESSED CURB SECTION AT SIDEWALK R"PS r 'r ` 4 r Y , P PREMO DEO JOINT FILLER E FULL -DEPTH EXPANSION JOINT CEMENT CONCRETF SIDEWALK RAMP W+AFiIElS OR LANOIING FRIM 4 Ir o u 3+13' PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK TRAMPS AND LANDINGS FACE OF ADJACENT CURB SEE DEPRESSED CURB DETAIL THIS SHEET 1:24 TOP OF 1/2" R. ROADWAY 1 2' L L T 1' • B` DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR CCWLIERCIAL DRIVEWAYS SEE STID PLAN 1DC2 FACE OF AWACENT CURB GUTTER SURFACE 5 1f1' 1" ~— 1' R. 1 FACE OF CURB $ 1I4` t CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIOIENTtAL OR COMMERCIAL DRIVEWAYS-ANDALLEYS GENIPAL NOTES: 1 See standard pans 102 and 101.1 for curb expansion and contmictiDn tplrwi Wspng 2. Expansion Taint shall be full depth, 318" {in.I pTQmulded joint Filter. 3 For Depressad Monolithic Dnveway Curb & Gutter Section, see Standard Platt ID41 TOP OF ROADWAY iJ B LIBLIC WORKS Rl S ` PD. I PL&W — 101 PUBLIC A+IEhT CEMENT CONCRETE CURBSDEPARI I CEMENT CONCRETE CURBS (RD1 NOT TO SCALE C09 BASE MAP/TOPOGRAPHY PROVIDED BY �N� W. Gqe OTHERS. DCG CANNOT BE HELD LIABLE 9706 4th Ave NE O of Was , F� �� Dig d FOR ACCURACY. CONTRACTOR SHALL Suite 300 Seattle, WA 98115 '� �P Tim FIELD VERIFY GRADES, UTILITIES AND n elein ALL OTHER EX FEATURES & P: 206.523.0024 CONDITIONS. IF CONDITIONS ARE NOT F: 206.523.1012 o ,`,;P20.01. TOSS AS SHOWN &/OR PLANS CANNOT BE www.dcgengr.com ONW `G� GG CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. � Rf41SED EDGE DETAIL 1 ' ID WALK LEVEL 1I2' EATEN SIDEWALKS TRANSVERSE IROLJ 319' [IN) PfREMOLDED JOINT FILLER 112_(IN)RJOdNTS TD INCLUDE RAJSEO EDGE TYPICAL WHERE APPLICABLE aING '_2 0% 1 VTON) It jTYP•j FOR CURBQETIJLS SEE SmTO PLAN 101 STIMG ROADWAY 1' . " +. + 0 _ ]r �CiiU3HED i40CIS BLS SEE RAISED EDO 1- - CrI BDEWAJC DETAIL - THiS SH TMC L UMDER CMJSHE I _FIFJICl1-13 70P UOURBE ,qu Cur 340EWALK OMPACT TO 95% W00111ED PRO TC pR I S1.CIPUT MIN WITH RAISED EDGE (UAILEM REQVIREMENT WA WAIVED BY ENGINIEER; TYPIM UNDER ALL CURIA IX (IMD Rt. tTw1J GUTTER &SiDEWWALK. CSTC CINDER ` 21796 1 FOR CURB DETAILS CURS & GUTTER TO BE T THICKNESS OR $I'E STID PLAN 101 J MATCH DOSTIMO R4+ti WAY CRUSHED ROCK[ BASE, WHICHEVER I5,GREATER (TYP. FOR A> fiE#� �• + '' ALL G1aR9 4, GL17TERI- ,�`"x• tip°.:•'' f FINISHED GRADE 1' (1 N) BELOW lr 1 TOP OF CONC RUE SURFACE 7 SIQEWALK Aa ACENIT TO Ct1RS 1. D' 1 cr RAIN ROU d HG 11t (IN) R (r*P.1 t FOR CURa OCTA" �3 * IJ % SEE STD PLAN 101 GRID GE OR PCOESTFIM 5_ tt -RAILING Cry w I OR GURU DErAILs 14DJACENT TO CURB t3MRIER -$CE SIDEWALK SFF 571) PLAN 101 [9xEEP Fitt. SLOPES) CONS mcir PLANS JJ AL.L 09 PARRIFFi I mr {ITV( R. ITYP. i l SibEW+1L3[ FL USH r VERTCCALWALt- -- � SEE MAIL a• - '..+ : i 318- (IN) PREMOLDE0 JOINT FILLER ADJACENT TO CURB AND RAILING OR WALL B• [IN] PFtEMOli7Ef] JOINT FILLER TREE TIDE JOINT SIuESIDEWALKBUFFER STFOP SIDEWALK ADJACENT TO WALL DETAIL SEE OTHER SIDEWALK (SEE NOTE 1S1) SECTIONS 1!1 [INI R 1P'I FOR CURB (DETAILS f T E410. SI'E STt? PLAN 101 4 � { BROOMED F`IMISH • �' • OR MATCH CusTiNG ,r 0 4" WIDE. SMOOTH TROWELED PER MET CR FINI64ED GRADE 1- (IN) BELOW TOP OF CONCRETE SURFACE FOR PLANTING - FLUSH IF PAVED -CEMENT CONCRETE CURS ADJACENT TO BUFFER STRIP (I tU RB AND GLITTER SH{ -N) X FOR CURB DEf AILS p SEE= STID PIAN 101 CL"yf r � � �Z i � 11fi• Tp Kra• NOTES f" � I 1 Fouf feet of the sidewalk wkM shal ice' .. • • be the minimum pedestrian aGnesslbl,a route ,.'Aril *W DI vartical { and horizontal obstr Wns. Gratings, Aoctm Cavern, Junctico Boxes, Cable Vaults, Pull Boxes and oche+ apparfertainilms writhkn the sidewalk r r must the flush with surface, and ma" $� grade of the sidewalk. 2. Monolithic Cement Concrete Curb and ' Sidewalk is not permitted in new For other referenced NOTES see tnnftrudion. When replacement wad $TO PLAN 104.2, necrosames a hAomo4A x Cement Concrete Curb build per V4WT Standard Plan F-30.1U-43. Paved surfaces must COR1QIy with 3. Cancrp't4 to !w 4,000 PSI. STD PLAN 102.1 as applicable. rMIM PUBLIC WORKS 190 aEPARTMENT t:%NTwICTF%m rang . r IN SIDEWALK MY ' •� ����{� � • FULL-DCPTH E?{PAN SION JOINIT IN GODII ' • r CURB AND SIDE ALK (sI I ST❑ PIAN 101.1I �'s C CONTRACTION JOINT JOINT AND FIN181H DETAIL J411YT FLLM E FVLL-DEPTH EXPANSION JOINT MODIFIED ODIFIEDCEMENT CONCRETIE PLAN �02 SIDEWALK MODIFIED CEMENT CONCRETE SIDEWALK RD2 NOT TO SCALE C09 NOTES: CONTRACTION AND EXPANSION JOINTS MUST ALIGN WITH THE 2.0' X 2.0' SIDEWALK SCORING PATTERN SHOWN ON THE LANDSCAPE PLANCE. JOINT SPACING IN THIS STANDARD DETAIL HAS BEEN MODIFIED ACCORDINGLY. EXISTING ASPHALT PAVEMENT SAWCUT (5E-E NOTE 2) RTERIAL STREET MINIM 7" HMA (or ACP Ciass B) (SEE NOTE 1). OVER B" CRUSRED ROCK RESIDENTIAL STREET MINIMUM 4" HMA (or ACP Clusu R) (SEE NOTE 1), OVER 5" CRUSHED ROCK 2. 0' M 114. (SEE NOTE 2) NOTE$: 1. MUST LIATCH EXISTING THICKNESS IF GREATER. 2. SAWCUT SHALT.. BE POSITIONED 1' -- 0" BEYOND EDGE OF DAMAGED PAVEMENT 3. THE INTEND OF THIS DESIGN 15 TO DESCRBE PAVEMENT PLACE.mCNT AT THE GUTTER FACE. SEE STANt ARD PLAN FOR CEMENT CONCRETE CURBS. NEW CURB 9t GOTTER 1 STD_ PLAN - 103 t n�CURB AND GUTTER ` [✓7. DEPARTMENT REPLACEMENT DETAIL 2 CURB AND GUTTER REPLACEMENT DETAIL RD3 NOT TO SCALE C09 R-401201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS • T U N 00 J M CALL 811 (2) BUSINESS DAYS BEFORE YOU DIG W (UNDERGROUND UTILITY Ir LOCATIONS ARE APPROXIMATE) < SURVEYED: SCALE: DATE: VERTICAL: NAVD 1988 1 /Q/20 J AS NOTED HORIZONTAL: NAD 1983/1991 C TY O F MERRILL GARDENS AT RENTON CENTER- ADDITION 8 J DESIGNED: CT ` - ' RENTON 104 BURNETT AVE S, RENTON, WA 98057 FIELDBOOK: DRAWN: PAGE: Ir 2 C❑NSTRUCTI❑N RECORD DRAWINGS CT 01/08/20 RB/CT • DRAWING NO: It 1 P❑ST—PERMIT REVISI❑N— UTILITY C❑NFLICT CT 01/25/19 CHECKED: ONE INCH DATUM g/Buildin g/Public Works Dept. W AT FULL P CITY DETAILS- ROADWAY C15 TG IF NOT ONE CINCPlannin H C N 0. REVISION BY DATE APPF APPROVED: TG SCALE ACCORDINGLY SHEET: 15 OF: 34 C N T 0 I W I- 0 z LU V J W 5 So se m d s n SED IM E DRAINAGE GRATE _ - RECTANGULAR GRATE SHOWN SEGT30N VIEW ISOMETRIC VIEW NOTES 11 Slze the Be law Inlet Grate Device (BIGD)for the storm water structure itwlll setvlce, 2, The BIGO shalI have a h La I H n h1gh-flow rolkd syntom (dve-116w bypass), 3- The retrieval system must allow removal of the 61Ga without spllling the colleLled materlai. Perform mainteneriole in accordance with Standard 5peoftetion B-01.3(15). PUBLIC WORKS CATCH BASIN FILTER DEPARTMENT CATCH BASIN FILTER EC4 NOT TO SCALE CO4 PA$S RATE DEVICE ae-FOIEVAI eve_Mh (-r',P STD. FUN — 216.30 MARCH 2008 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. 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. R-401201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS T U N 00 C) C) C) I T Q J T r n Wj CALL 811 (2) BUSINESS DAYS z BEFORE YOU DIG LU BASE MAP/TOPOGRAPHY PROVIDED BY (UNDERGROUND UTILITY Ir W. Gqe OTHERS. DCG CANNOT BE HELD LIABLE LOCATIONS ARE APPROXIMATE) < 9706 4th 3Ave00 NE �`O�� °F Di I �� ed FOR ACCURACY. CONTRACTOR SHALL � g SURVEYED: SCALE: DATE: Suite 300 � ,LP VERTICAL: NAVD 1988 1 /Q/20 1 Seattle, WA 98115 CO Ti v FIELD VERIFY GRADES, UTILITIES AND AS NOTED HORIZONTAL: NAD 1983/1991 C TY 0 E MERRILL GARDENS AT RENTON CENTER- ADDITION 8 JJ el ALL OTHER EX FEATURES & DESIGNED: CT RENTON PAGE: belein � 104 BURNETT AVE S, RENTON, WA 98057 PAGE: P: 206.523.0024 'a t-r CONDITIONS. IF CONDITIONS ARE NOT 2 C❑NSTRUCTI❑N RECORD DRAWINGS CT 01/08/20 DRAWN: F: 206.523.1012 �0 ?�20.0 AS SHOWN WOR PLANS CANNOT BE RB/CT ONE INCH DATUM • DRAWING N0: ,�• nF 46 1 POST —PERMIT REVISION— UTILITY CONFLICT CT 01/25/19 CHECKED: AT FULL SCALE Planning/Budding/Public Works De t. CITY DETAILS- TESC (CONY.) C1 1 TGP Ljj www.dcgengr.com FS,S/ crsT1�?��� 8 00 CONSTRUCTED AS SHOWN, CONTACT SCA EOACOCORDNGLY SHEET: 11 °F� 34 � ONAL N0. REVISION BY DATE APP APPROVED: DCG PRIOR TO CONSTRUCTION. TG N T C) I W I— z �Q NOTES 1. Not Used. J 2. All ramp and landing edges shall be separately formed. J 3. Utilities structures that must remain are to be made non -slip or non-skid. 4 Utilities structures such as vaolls and junction boxes shall not be located In the Pedestrian Access RWe (PAR) of the CC I Pedestrian Circulation Route. 5. Drainage appurtenances, surer as manholes. catch basins etc. shall nol be located in the PAR. These should he located in the street of the buffer strip. LLI 6. Accessible pedestrian access shall be provided for during construction. WE STD. PLAN — 102.1 PUBLIC WORKS UTILITY PLACEMENT IN DEPARTMENT CEMENT CONCRETE SIDEWALK€'i'F:C O Greubmmerman, PjUm Waw Admwitfator UTILITY PLACEMENT IN CONCRETE SIDEWALK RD4 NOT TO SCALE C09 9706 4th Ave NE Suite 300 Seattle, WA 98115 P: 206.523.0024 F: 206.523.1012 www.dcgengr.com -4 W. GqI \�O��c OF WASh- ��t a�� - �Timo�l on elein 0 4,6200 ASS%NAB BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. DCG CANNOT BE HELD LIABLE d FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES AND ALL OTHER EX FEATURES & CONDITIONS. IF CONDITIONS ARE NOT ► AS SHOWN &/OR PLANS CANNOT BE '00' CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. r MIN — I 10 LF OF PAVED DIZINEW'AY REQUIRED 18- EXPANSION JOINT fTYP-t 'SEE STD PW+ 10217 . � c 2 N _ Ln r W WUJ LL LL CC - e10 REM (INCLUDES SWWALK PAWS; vmms'SEEN0TE?J - s-.aw. r 3118• ExPAWON JOINT MP.I MgENT (SEE STD PI AN 1321 CONCRETE S(DE'WALF ! f 1 L o SEE NOTE 6 �. PROVIDE CON ISTENT LONGITUDINAL SLOPE RAMP WITH 12, IV T , SLOPE (-TYP ) i 16' CONTRACTION JOINT f rYP ) (SEE STD. PLAN 1023 j CONSTRLCTION JUR(* SEE NOTC 1 CEM R54 lC ATE (SEE NOTE V PLAN VIEW (TYPE C3 S+iOvVN C1 A C2 A C•MAX SIMILARI (SEE NOTE 91 vARIES • ri LIIAX. SEE. NDTE • (I'M I f rr \`\t L —_ 1v MRi 10 41W DEPRESSED CURB a Ou"WIi - CEUEWT CONCRETE 1L lR111 (SEE NOTE A SkEwACK � %Ir f"AN4iaoi i0P[' ""V I SECTION \J 13=: SM PM I y� (T VP I >#wkK WIDTH 10'4. CIFFERENCE IN &OPE MAX - ` \ -DRILEWATI W: ME SLOPE IS,.OPI SnOWYFJ+AOGERA'ED' I Sx 5% _ , —a ggyENfAM - 10' MIN. 1r w4 XC WE~ w RELATIVE • I ION �1 SHOWN SIOPE fA ft m - sr+O+vN ERXCdERATCV /I For NOTES sea STD PLAN 104.2 MODIFI ft PUBLIC WORKS DEPARTMENT CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE C213 - NOTES AND DETAILS rRD5 NOT TO SCALE C09 SURVEYED: SCALE: VERTICAL: NAVD 1988 AS NOTED HORIZONTAL: NAD 1983/1991 DESIGNED: CT 2 C❑NSTRUCTI❑N REC❑RD DRAWINGS CT 01/08/20 DRAWN: RB/CT ONE INCH DATUM 1 P❑ST—PERMIT REVISI❑N— UTILITY C❑NFLICT CT 01/25/19 CHECKED: AT FULL SCALE TG IF NOT ONE INCH N 0. REVISION BY DATE APPR APPROVED: TG SCALE ACCORDINGLY 1' 1' VARIES 1' 1 MIN MIN MIN MIN SPECIAL NOTE: IN THE EVENT TRANSVERSE PATCHES EXIST WITHIN THE AFFECTED STREET, THE LENGTH OF THE PATCH SHALL BE EXTENDED TO INCLUDE ANY EXISTING PATCH WITHIN 10 FEET OF THE EDGE OF THE PATCH REQUIRED FOR THE NEW CROSSING AND ANY SUBSEQUENT PATCH EDGE WITHIN 10 FEET OF THE EDGE OF THE SECOND PATCH AND SO ON UP TO A TOTAL OF 300 FEET. TRAFFIC FLOW 2" HMA 2"TO8"HMA 6.5' MIN. 2" DEPTH OF PLANING OR SAWCUT AND REMOVE VARIES: 6.5 MIN. 1 1 VARIES MIN MIN MIN I MIN 2" SAWCUT AND REMOVI OR PLANE, SEAL WITH AR-4000W (EACH SIDE) 2" HMA SAWCUT AFTER BACKFILL (EACH SIDE) WIDTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED IMPROVEMENT (SEE WSDOT STANDARD SPECIFICATION 2-09.4) PLUS AN ALLOWANCE FOR ANY SHORING. SHORING, IF NEEDED, SHALL MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATION 7-08.3(1)8 TRENCH WIDTH FACE OF GUTTER OR EDGE OF PAVEMENT CENTER LINE OR LANE LINE DEPTH OF EXISTING PAVEMENT 2" — 6" MiN. HMA (SEE NOTE 2) 6" CRUSHED SURFACING TOP COURSE (CSTC) (9-03.9(3)) PER WSDOT STANDARD SPECIFICATIONS, COMPACTED TO 95% MODIFIED PROCTOR. CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19), GRAVEL BORROW (9-03.14(1)) PER WSDOT STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRITING BY ENGINEER BASED ON GEOTECH REPORT, COMPACTED TO 95% MODIFIED PROCTOR. PIPE ZONE BEDDING, MATERIAL— SEE STANDARD PLAN 110.1, FOR NOTES, SEE STANDARD PLAN 110.1 SM. PLAN— 110 TYPICAL TRANSVERSE PATCH FOR • PUBLIC WORKS FLEXIBLE PAVEMENT OR RIGID F' 'R E1) "� DEPARTMENT to PAVEMENT WITH OVERLAY TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT rRD6 NOT TO SCALE C09 R-401201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS T U N 00 C) C) I T J YX CALL 811 (2) BUSINESS DAYS W BEFORE YOU DIG LU (UNDERGROUND UTILITY Ir LOCATIONS ARE APPROXIMATE) < • DATE: CITY OF MERRILL GARDENS AT RENTON CENTER- ADDITION 1/8/20 J FIELDB%R RENTON 104 BURNETT AVE S, RENTON, WA 98057 PAGE: PAGE:Ir VA309V NO: Planning/Building/Public Works Dept. CITY DETAILS- ROADWAY (CONT.) DRAWINGC16 W SHEET: 16 OF: 34 C N T C) 1 W I— U) Z W 0 Q J J_ iY LLU G I #3 RAR IrACH CORNEP 43 BAR EACH SIDE iYi AA It� CA fir_ >r3 OAR EACH CORNER 18- MIN. 43 BAR HOaP FRAME AND VANED GRATE -� Sa 6"OR12" ONE #3 aAR HOOP FOR B- HEIGHT TWO 43 BAR HOOPS FOR 12" HEIGHT RE-GTANGULAR ADJUSTMENT SECTION fn_ PRECAST BASE SECTION SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR 12' PLA[N CONCRETE j ALL METAL PIPE 15, I,FMP* 12- (S70J SPEC.9-05.20) SOLID WALL PVC 1V (STI]_ SPEC, PROF] L E WALL PVC t5,. 0-TD- SPEC. 9-05,12(2)} * CORRUGATED POLYETHYLENE STORM SFWF:R PIPE NOTES 1. As acceptable altematives to the re bar shown in the PRECAST BASE SECTION. fibers (placed according to the Standard Specifications), or wire mesh hawing a minimum area of 0.12 square inches per foot shall be used with the minimum required rebar shown in the ALTERNATIVE PRECAST SASE SECTION. Wire mesh shall not be }placed in the knockouts_ 2. The knockout diameter shall not be greater than 20". Knockouts shall -lave a wall thirkness of 2" minimum to 2.6" maximum. Provide a 1,5" minimum gap between the knockout +,Wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. S. The maximum depth from the finished grade to the lowest pipe invert shall be 5'. 4. The frame and grate must he instslled with the flange down. 5. The precast Base Section may have a rounded floor, and the walls may be sloped at a rate of 1:24 or steeper. 6. The opening shahi be measured at the top of the precast base section. 7. All pickup holes shall be grouted full after the basin has been placed. 8. All grade rings and castings shall he set in mortar in accordance with Standard Specification 9-04.3. y PUBLIC WORKS CATCH BASIN TYPE I STD. PLAN — 200.40 ) # DEPARTMENT T. MARCH 20OF CATCH BASIN TYPE 1 SD1 NOT TO SCALE COT BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. DCG CANNOT BE HELD LIABLE 9706 th Ave NE O��oW. FaGgecc ��` Di ed FOR ACCURACY. CONTRACTOR SHALL Suite Seattle, WAA 98115 �P Tim y - FIELD VERIFY GRADES, UTILITIES AND on ALL OTHER EX FEATURES & belein P: 206.523.0024 CONDITIONS. IF CONDITIONS ARE NOT F: 206.523.1012 0 476 020.o AS SHOWN &/OR PLANS CANNOT BE www.dcgengr.com �ccsR"GISTt 8'0 S/ONAL CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. 'T"FFIC RATED CAST IRON CLEAN CLrT sox ccvER. CAST IRDN VALVE 50K OR EIOUAL •- PAYED AREA - SOEL T COUM UNDERPRAIN 1 SEE Noft- I — �f TOOWERFLOW STRUCTURE OP STORM MAN SQL T"T 45' BFND TYPICAL CLEANOUT CONFIGURATION TRAFFIC RATED LOCI6ING CAST IRON LID OR VALVE BOX PER M ANUFACTUAER A:ECCt>r1IAIEN13ATIONS SEE NONE 2 LANICSCANNIG EXTEN[,3CLF.r'INDIJT T" ABOYEOESIGN PONONa ELEVATION OR P£R PLAN — r' [ESIGN PON"NO EIVAT1QQ11 {r FERNOG GASKETED OUK CAP OR SW LAR 5 REAMSEO COBBLE. PER MDOT 943 Itf2, 2' x 7 it 1' THICK CONCRETE COLLAR =_ A00 WALVE BOX EXTENSION OF; SOIL PIPE A$ NEM$$ARV - —+� �� .LLI TO ACColI POOATE: 0 0 OF �—ZT-rI MSER PIPE -� i — T— —♦i-I— r--[[ LL �- TI[ ,RHZELL.'' �!- CLIfANOUT TOP LOCATED V"THIN EIORETEWrION PONOING AM I LJNDp RDMN PIPE PER &T O PON 2W00 04AMETEP TQ 13E S-WYq IES MIN PRIVATE $44CHES MILK PUR61QQ 2 CLEANOUT GQYIER TO Elf LOCKING WITH A4LEN DEAD BOLT. YARKEG'tII�aIN GLEAtt(]iJr,- C1 E�uEV0IJ1 CO, OR 91htILAR GENERAL ROTES: t UNDERDRAIN5 FOR STORUMTEN -FACILITIES SHALL HAVE AN AOCESS PO4NT (CLEANOU7 OBSE'RVATJON PORT. OR OVERFLOWSTRUCTURE) AT EACH ENDANOA WINYUu1A OF EVERY 190 FEET OF PIPE 2 CLEANOUTPIPE 8HAALL %E SAFAE S1M AM %WnRIAL A5 UNI7EPFURAIN PIK 3 CI_LK.ANOL" %V.0 f3E PWSTALL90 TO A14LDVV FOR MAINTENANCE AZUSS TO ALL PIPES 4 AL6 FITTINOS SHALL. K 50IL TIGHT 5 UEANQUT RISEN TOP SHALL BE LULATEDOUTSIDE: OF FACILITY UNLI=E53 APPIRO D OTHERw3f. AND OIITSIDE OF PONCING AREAS YWHERE POSSIFtF UNLESS OTHENWEbE NpTEI>', DAAWIN41S IWOTTO SCALE (Nn STD. PLAN - 826.00 PUBLIC WORKS AP GVF0 DEPARTMENT STORNIINAT R FACILITY LEA IDLfT �tf 117 STORMWATER FACILITY CLEANOUT SD2 NOT TO SCALE C07 SURVEYED: SCALE: VERTICAL: NAVD 1988 AS NOTED HORIZONTAL: NAD 1983/1991 DESIGNED: CT 2 C❑NSTRUCTI❑N RECORD DRAWINGS CT 01/08/20 DRAWN: RB/CT ONE INCH DATUM 1 P❑ST-PERMIT REVISI❑N- UTILITY C❑NFLICT CT 01/25/19 CHECKED: AT FULL SCALE TG IF NOT ONE INCH N 0. REVISION BY DATE AP P APPROVED: TG SCALE ACCORDINGLY Order # Farm Created: 1008/2018 09:05:13 AM Nylocirplast Bash WeblD: 122283-1539711007 fIMIfI ��j�i �. A dtvl�divisiono f LEAL[Lrri..Awj. SHOP DRAWING Customer approval ure Project Name Merrill Gardens Dia. H Struct No. I GB ❑ty, Prepared By Grate 12; Standard; Accessories Rim Elev. 3.9.75 ft.777] Basin Height 66.6 in. Surnp Depth 1 24.00 in. Stub size Angle Branch #1 4 in. Pipe Type PVC SDR-35 Invert Elev. ft.. AMSL 3 7.4 7 ft. Production Depth inches 31.20 in. Branch #2 10 in. 270 PVC SDR-35 36.30 ft. 41.40 in. Branch #3 8 in. 18a ° Branch #4 12 in.--] 90 ° PVC SDR-35 PVC SDR-35 36.30 ft. 36.20 ft.��] 41.40 in. F 42.60 in. Branch #5 4 in. 184 ° PVC SDR-35 37.47 ft. 27.36 in. Branch #fi Rim EW.v JPWrts)F tt- AM5 MINIMUM SUMP 6" - W-24' BASfN 10"- 30* BA:S IN 5urnp Depth r nches CUSTOMER NOTES I lnvei t Etev. IPiansl h. AMSL CONTRACTOR TO FIELD VERIFY PIPE CONNECTION ANGLES, ELEVATIONS AND SIZES PRIOR TO PURCHASING. PRODUCTION MOTES For Nylopiast use only NOTE: Drawings need to be Complete. This product is made to order and non -Refundable NYLOPLAST: 3130 Verona Ave. Buford: GA 30518. (866) 888-8479 Nyloplast® is a registered trademarks of Advanced Drainage Systems4 Production Order Farms are based on interpretations of provided details. Customer is responsible for confirmation of information and final approval of order form.. NYOPLAST PVC CATCH BASIN (CB #4- PRIVATE) �SD3 NOT TO SCALE C07 R-401201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 00 O T Q J T r 0- W, CALL 811 (2) BUSINESS DAYS W BEFORE YOU DIG LU (UNDERGROUND UTILITY 10� LOCATIONS ARE APPROXIMATE) < . DATE: C TY OF MERRILL GARDENS AT RENTON CENTER- ADDITION 1/8/20 J R PAGE: UI RENTON 104 BURNETT AVE S, RENTON, WA 98057 OOK PAGE: DRAWING NO: Plan ning/Building/Public Works Dept. CITY DETAILS- STORM DRAIN C17 LU SHEET: 17 OF: 34 C N T C) 1 W I- U) Z W 0 Q CD J J LAME LINE EE MARKING W N 2" - 6„ HMA . T (S-EE NOTE 2) 1 Q MIN. *k 1 I -2" HMA (-SEE NOTE 2) .2" SAW CU7 AND REMOVE OR 'LANE, SEAL WITH AR-400CW WIDTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED IMPROVEMENT (SEE WSDOT STANDARD SPECIFICAPON 2-a-9_4) PLLIS AN ALLOWANCE FOR ANY SHORING. SHORING, IF NEEDED, SHALL MEET THE REQUIREMENTS GF WSDOT STANDARD SPECIFICATION 7-08.3(1)6 NOTES: VARIES: 4, 5' MIN, J SAWCUT AFTER BACKFILL DEPTH OF EXISTING PAVEMENT EDGE OF PAVEMENT, EDGE 1 OF CURB & CUTTER, OR MIN, CENTER OF LANE MARKING 6" CRUSHED SURFACING TCP COURSE (CSTC) (9-03-9(3)) PER WSDOT STANDARD SPECIFCATIONS, COMPACTED TO 95% M0011FIED PROCTOR CSTC, BANK RU14 GRAVEL FOR TRENCH BACKFILL (9-03-19), GRAVEL BORROW (S-03.I4(1)) PER WEDOT STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN VA17ING BY FNGINEER BASED ON GEOTECH REPORT, CDVPACTED TO 957� MODIFIED PROCTOR. '-PIPE ZONE BEDDING MATEMAL AND COMPACTION AS REQUIRED BY THE WSOOT STANDARD SPECIFICATIONS FOR THE TYPE OF rMPROVEME€VT INSTALLED, EXCEPT: * FOR STORM AND WATER PIPE, PEP STD PLAN 220_0 * FOR SANITARY SEWED, RER ETD PLAN 405 TRENCH WIDTH * FOR JOINT UTILITY TRENCH, SAND NTH 95% PASSING A 04 SIEVE AND LESS THAN 5% PASSING A 0200 SIEVE 1- WHEN EXISTING PAVEMENT IN A LANE REQUIRING A FULL WIDTH REPLACEMENT IS BROKEN OR DEI RIOIRATED TO A PAVEMENT CONDITION INDEX RATING OF 70 OR LESS, THE EXISTINC PAVEMENT IN THAT LANE, AND FOR THAT DISTANCE SO CLASSIFIED, SHALL BE REMOVED AND REPLACED M7H 11M4 MATCHING 7HE DEPTH USED IN THE EXISTING STREET OR THE DEPTH PER CITY STANDARD, WHICHEVER IS GREATER. 2- PRINCIPAL/ MINOR/COLLECTOR, ARTERIAI_, & INDUSTRIAL ACCESS STREETS - MATERIAL AND THICKNESS SHALL BE HMA CL J" PG 64-22 AND MATCH EXISTING THICKNESS AND IN NO CASE LESS THAN E.,. RE&DENTIAL ACCF-SS STREETS -- HMA CL 4- PC 64-22. THE THICKNESS SHALL BE THAT OF THE EXISTING PAVEMENT SECTION AND IN ND CASE LESS THAN 4". 3- WHEN THE "SAWCUT AFTER BACKFILL" ENCROACHES INTO AN ADJACENT LAVE, CURB & CUTTER OR SHOULDER, THE AFFECTED LANE SHALL BE PLANED AND OVERLAID WITH HMA FULL WIDTH, THE CkJRB & GUTTER SHALL BF REMOVED AND REPLACED, OR THC SHOULDER SHALL BE PLANED OR REMOVED AND OVERLAID WITH HMA. 4, IF TRENCH UNDERMINES EXISTING SIDEWALK AND/OR CURBS, THEN THE SIDEWALK AND/OR CURB SHALL BE REPLACED FROM EXPANSION JOINT TO EXPANSION JOINT, 5- IF TRENCHING THROUGH EXISThNG DRfVEWAAY OR SIDEWALK RAMP, THE DRIVEWAY OR SIDEWALK RAMP SHALL BE REPLACED TD MEET ADA STANDARDS - TYPICAL LONGITUDINAL PATCH STD. PLAN - 110A 19 filf PUBLIC WORKS FOR FLEXIBLE PAVEMENT OR DEPARTMENT RIGID PAVEMENT WITH [OVERLAY TYPICAL LONGITUDINAL PATCH FOR FLEXIBLE PAVEMENT OR RIGID PAVEMENT WITH OVERLAY RD7 9706 4th Ave NE Suite 300 Seattle, WA 98115 P: 206.523.0024 F: 206.523.1012 www.dcgengr.com NOT TO SCALE C09 W. OFF I, G9 on Z elein << .01 G�s6:��, G` ONAL 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. 2 C❑NSTRUCTI❑N RECORD DRAWINGS CT 101108120 1 P❑ST-PERMIT REVISI❑N- UTILITY C❑NFLICT CT 01/25/19 N0. REVISION BY DATE SURVEYED: SCALE: VERTICAL: NAVD 1988 AS NOTED HORIZONTAL: NAD 1983/1991 DESIGNED: CT DRAWN: RB/CT ONE INCH DATUM CHECKED: AT FULL SCALE TG IF NOT ONE INCH P I R APPROVED: SCALE ACCORDINGLY TG 1-1/2" AND 2" WATER S5g&f11C`iE1 bt- iAlL CAUTION: VALVE BOX SHOULD NOT REST ON PIPE. LATER COMPACTION IN AREA OF VALVE BOX COULD CAUSE THE BREAKAGE OF THE SERVICE. CITY PIPING �z } IN UNIMPROVED r RIGHT-OF-WAY INSTALL METER a BOX AT PROPERTY LINE WITH a 0 12" LONG COPPER TAILPIECE 0 o_ o_ 9" MIN. 12" MAX. Z X X o o , LEAVE EXPOSED o ,fin U 4 7 (U M N C) U 12" BY PASS NOT ALLOWED 0� FOR IRRIGATION METERS U \�/ '-CRUSHED ROCK BASE TO SUPPORT A _ /� VAULT. / "� DRILL 2" HOLE FOR TOUCHREAD DEVICE QUICK -JOINT COUPLING x MIPT CAST IRON OR DUCTILE IRON WATERMAIN 2-1/2" MIN. FROM NEAREST NOTE: AND FRONT EDGE OF PIT LID THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB. TYPICAL RIB MATERIAL LIST FOR 2" SERVICE: METER LOCATED IN PLANTING STRIP BETWEEN CURB & SIDEWALK 1. 2" tapped tee, on new water main. 2. 4" long X 2" brass nipple with threaded ends (MIPT). 3. 2" resilient seat gate valve with threaded ends, square operating nut, and valve nut extension if required (see standard detail 330.1). 4. Two piece cast iron valve box. Standard 8" top section with regular base section, length to fit, "lug" type cover. 2" brass bushing (MIPT x I�tFtT). 5. each 2" brass or bronze nipples 6" length, threaded ends. 2 each 2"-90' brass or bronze elbows (FIPT x FIPT). 6. 2" (MIPT) x compression fitting, Ford C84-66 or equal. 7. 2" soft copper tubing type K or brass nipples (MIPT x MIPT), length to fit. 8. 2" threaded brass 90° ell. 9. 2" Customsetter with by-pass Ford: VBH 86-12B-11-77 (x 17-3/16" ), McDonald Brass: 30B715WDFF775 or Mueller B-1427-2", with flanged angle ball valve and padlock wings on inlet, and angle check valve outlet, ball valve on bypass with padlock wings. Customsetter shall have vertical inlet and outlet. 10. Rigid meter spreader to be supplied and installed in Mg, er setter by contractor. 11, -Woter r.me$er shall be supplied and installed by, ,,City, off' Renton upon pgynen,t��di all related water meter fee and safirsfackory,jp'ressure and purity tests. 12. 17"x30" Plastic meter box equal to Mid -States Plastics, Inc. BCF Series MSBCF 1730-18 with 2" thick Ductile iron diamond plate cover 18"x3l" equal to Mid -States Plastics, Inc. MSCBC-1730-R with 2" drilled hole for touchread pit lid, and meter read lid. 13. 2" coupling (compression x FIPT) with 2" plug (MIPT), Ford C-14-66 or equal. The property owner is responsible for any necessary adaptation or extension of water service. NOTE: ALL METER BOXES INSTALLED IN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUST BE INSTALLED 12" MINIMUM ON BOTH SIDES OF METER BOX. PRIVATE PIPING MATERIAL LIST FOR 1-1/2" SERVICE: METER LOCATED IN PLANTING STRIP BETWEEN CURB & SIDEWALK 1. 2" tapped tee on new water main. 2. 4" long X 2" brass nipple with threaded ends (MIPT). 3. 2" resilient seat gate valve with threaded ends, square operating nut, and valve nut extension if required (see standard detail 330.1). 4. Two piece cast iron valve box. Standard 8" top section with regular base section, length to fit, "lug" type cover. 5. 2" X 1-1/2" hex brass bushing (MIPT x FIPT). 2 each 1-1/2i1Ibrassllar bronze nipples 6" length, threaded ends. 2 each 1-1/2"-90` bras , for bronze elbows (FIPT x FIPT). 6. 1-1/2" (MIPT) x compression fitting, Ford C84-66 or equal. 7. 1-1/2" soft copper tubing type K or brass nipples (MIPT x MIPT), length to fit. 8. 1-1/2" threaded brass 90° ell, for Ford 4-77 or equal. 9. 1-1/2" Customsetter with by-pass For' VEH 86-12B-11-66 (x 13-3/16"), McDonald Brass: 30B612WDFF665 or Mueller B-1427-1 1/2", with flanged angle ball valve and padlock wings on inlet, and angle check valve outlet, ball valve on bypass with padlock wings. Customsetter shall have vertical inlet and outlet. 10. Rigid meter spreader t,q be supplied and installed in meter setter by. contractor. 11. Water meter shall Pher+Isupplied and installed by City of Renton upon payment ofl�.al( re�dtedli .bter meter fee and satisfactory pressure and purity tests. 12. 17"x30" Plastic meter box equal to Mid -States Plastics, Inc. BCF Series MSBCF 1730-18 with 2" thick Ductile iron diamond plate cover 18"x31" equal to Mid -States Plastics, Inc. MSCBC-1730-R with 2" drilled hole for touchread pit lid. 13. 1-1/2" coupling (compression x FIPT) with 1-1/2" plug (MIPT), Ford C-14-66 or equal. The property owner is responsible for any necessary adaptation or extension of water service. ZY *► �� PUBLIC WORKS 1 !2" AND 2" WATER SERVICE LOCATED STD. PLAN - 320.2 DEPARTMENT IN PLANTING STRIP NTp� MARCH 2O10 1 1/2" AND 2" WATER SERVICE LOCATED IN PLANTING STRIP WA7 NOT TO SCALE C06 R-401201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CALL 811 (2) BUSINESS DAYS BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE) Aomttk vR MERRILL GARDENS AT RENTON CENTER- ADDITION C TY OF RENTON 104 BURNETT AVE S, RENTON, WA 98057 1waoPlan ning/Building/Public Works Dept. CITY DETAILS - MISC 1 /8/20 PAGE DRAWING NO: C18 SHEET: 18 OF: 34 `1J T CU H • H Cl) Z W 0 Q 0 W 2 U) z LLI 0 ry rQ V J ry ry LULLI G N r O Q a w i Z J a i N.W. CORNER, BLOCK 24 TOWN OF RENTON, VOL. 1, P. 135 D Z O m Z �T /V 30 FOUND 2" BRASS DISK IN 4" QUARE CONIC. MON. IN CASE, 0.8' BELOW GRADE (C.O.R. MON CARD 205) I\ VISITED 9/13/2001 PACE An Engineering Services Company S. TOBIN ST. N88'23'47"W _ 300.13' - N 88'23'47"W 115.06' - 10' FOUND COPPER TACK IN 2" DIA. LEAD PLUG IN u, o CONCRETE MASS IN CASE, N ,``', o '�' 1.2' BELOW GRADE bon CD (C.O.R. MON CARD 1088) Nc<o ca�i VISITED 5/27/2004 z v PARCEL -I (D E 8,831 SF 30' 300.202 AC N88'23'47"W N 115.06' - - Qz p o ,=)WZ 0 Ow 3 Q o w �owa- 41 0 w m m o <wz<� C)O �- o PARCEL D m ¢ �'? z 8,630 SF z of w c� 0.198 AC 0) z z U_ OOO.. z N88'23'47"W _ 115.06' - - w o _ w C'I O Q o0cli CZ; PARCEL C o N z 5,753 SF tr o 0.132 AC z N88'23'47"W 115.06' - ILLJ WI Q Q W r �I o o Q J N N w � z z w I PARCEL A N 52,828 SF w 1.213 AC o FOUND TACK IN LEAD o� N IN CONC. MON. IN CASE, N o VISITED 5/27/2004 z (PLAT MONUMENT) 10, el ekel I 24 w 2 O ;t, N EAIQFING 5' ALLEY, rn REC. NO. 2117471 cv & 2117484 0 0 RIGHT OF WAY DEDICATION PER CITY OF RENTON ORD. #5370 - - - - - - - - - - - - - Z PARCEL B 18 3,385 SF I - 0.078 AC 10' ALLEY, REC. NO. 7811200482 I5 5, 5' ALLEY, REC. VACATED PER I I NO. 2117478 CITY OF RENTON I I I VACATED PER ORD. #5370 I I CITY OF RENTON ORD. #5370 17 PARCEL A o _ 4 I 52,603 SF N 120.06' I I 1.208 AC N I� O 0) N88'23'47' W I I - - - z 5 5' ALLEY VACATED BY I I C.O.R. ORDINANCE 3272, I I 1 REC. NO. 7812140796 I 1 5' ALLEY VACATED BY I I C.O.R. ORDINANCE 3272, REC. NO. 7812140796 I I 15 i FOUND 1/8" COPPER PIN IN 5" SQUARE CONC. MON. IN CASE, 0.7' BELOW GRADE (C.O.R. MON CARD 205) VISITED 9/13/2001 S. 2ND ST. - - - N88'23'47"W 300.13' 11255 Kirkland Way, Suite 300 Kirkland, WA 98033 p. 425.827.20141 f. 425.827.5043 Civil I Structural I Planning I Survey paceengrs.com J I \ l �F FOUND PUNCH MARK IN 2" BRASS CAP, Q� VISITED 9/13/2001 O� CITY OF RENTON (C.O.R.) MON. ID# 1124, HELD AS CENTERLINE ANGLE POINT OF WELLS AVE. CALCULATED 18.15' (18.10'-RECORD) NORTHERLY FROM MON. FOR R-O-W COMMERCIAL WATERWAY NO. 2, REFER C.O.R. ON CARDS 1124, 1322, 2573, 2823 W wI Q o \ r^ N � N z NOTES: HORIZONTAL DATUM: CITY OF RENTON, NAD 83/91 WASHINGTON COORDINATE SYSTEM, NORTH ZONE. BASED ON HORIZONTAL CONTROL POINTS 205 AND 1887. POINT 205 BEING A MON IN CASE AT THE INTERSECTION OF BURNETT AVE AND 2ND ST,; POINT 1887 BEING A BRASS PLUG AT THE INTERSECTION OF RIVERSIDE DRIVE AND WELLS AVE. VERTICAL DATUM: CITY OF RENTON, NAVD 88 BASED ON CITY VERTICAL CONTROL MARK NUMBER 1939 WITH A PUBLISHED ELEVATION OF 11.383 METERS. 11.383 METERS x 39.37/12=37.345 FEET. SITE AREA: 79,494 SO. FT. or 1.825 ACRES ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS OTHERWISE NOTED. THE LOCATION AND DESCRIPTION OF ALL SURVEY MARKERS SHOWN HEREON ARE BASED ON FIELD OBSERVATIONS TAKEN ON MAY 27, 2004 & MARCH 11, 2008, UNLESS OTHERWISE INDICATED. WORK PERFORMED IN CONJUNCTION WITH THIS SURVEY UTILIZED THE FOLLOWING EQUIPMENT AND PROCEDURES: (A) 2" GEODIMETER 600 SERIES ELECTRONIC TOTAL STATION, MAINTAINED TO THE MANUFACTURER'S SPECIFICATIONS PER W.A.C. 332-130-100. (B) FIELD TRAVERSE, EXCEEDING REQUIREMENTS SET FORTH IN W.A.C. 332-130-090. THIS TOPOGRAPHIC SURVEY DRAWING ACCURATELY PRESENTS SURFACE FEATURES LOCATED DURING THE COURSE OF THIS SURVEY. UNDERGROUND UTILITIES SHOWN HEREON ARE BASED SOLELY UPON INFORMATION PROVIDED BY OTHERS AND PACE ENGINEERS, INC. DOES NOT ACCEPT RESPONSIBILITY OR ASSUME LIABILITY FOR THEIR ACCURACY OR COMPLETENESS. CONTRACTOR/ENGINEERS SHALL VERIFY EXACT SIZE AND LOCATION PRIOR TO CONSTRUCTION. CALL FOR LOCATE: UTILITY LOCATION SERVICE: 811. ALL MONUMENTS INDICATED AS FOUND WERE RECOVERED DURING THE COURSE OF THIS SURVEY AT THE DATE SHOWN IN THE SURVEYOR'S CERTIFICATE, UNLESS OTHERWISE NOTED. PARKING: SURFACE= 9 STANDARD 2 HANDICAPPED 1 BUS UPPER LEVEL= 42 STANDARD 4 HANDICAPPED LOWER LEVEL= 42 STANDARD 4 HANDICAPPED TOTALS 93 STANDARD 10 HANDICAPPED 1 BUS ZONING: CD = CENTER DOWNTOWN (SEE CITY OF RENTON ZONING SECTION 4-2-120.13 ORD. NO. 4971 ATTACHMENT "F") SETBACKS: MINIMUMS FRONT-0' (IF BLDG. 25' HIGH OR LESS) SIDE -N/A REAR -NONE HEIGHT- MAXIMUM=95' a ° 4jr Q`'y Ns sraoiuv i z i NN 19TH ST rt ;r C / W IN l 9xo rL a 3RD , Si i JiNW ° 9� Clr F2No PQel Nw 2ND s'; S FTILLICum N;"ST -fir-- uuw STD Cj. a,= s sr ._. �;I-------��`_.,_ TO$IN _ -to RENTON __..s tlICTOR[A '=! [} PE rRav . SW VICTORIA w q l 5T p r RENTON I s; Sly -, zNo I 2 % I Sw 2ND vi'` .�. d dip\5. �;. .v� I Q i W - ..RD _ RfDEi RENT �• 2} I H: / D � Pt - a P.b2l' S'.r-3R- s a l a l `Vor I ! S 4TH ST FOUND COPPER TACK IN LEAD PLUG IN 5" SQUARE CONC. MON. IN CASE, 1.1' BELOW GRADE (C.O.R. MON CARD 241) w VISITED 9/13/2001 ' Q o � FOUND 1/4" COPPER PIN IN 3" SQUARE CONC. MON. IN CASE, 1.7' BELOW GRADE (C.O.R. MON CARD 239) N88'24'46"W VISITED 9/13/2001 _ - _ 300.28' LEGEND: SURVEYED: SCALE: BL .r 4U HORIZONTAL- NAD 1983/1991 DESIGNED: RLH 2 CIVIL CONSTRUCTION PERMIT REVIEW #2 9/18/18 DRAWN: CPB ONE INCH DATUM 1 CIVIL C❑NSTRUCTI❑N PERMIT REVIEW #1 CHECKED: VVRH IFAT FULL NOT ONEINCH CAIE N O . REVISION BY DATE APPR APPROVED: ` "i SCALE ACCORDINGLY 1.1'll� l FOUND CASED MONUMENT ® FOUND SURFACE MONUMENT SET TACK/LEAD W/WASHER STAMPED L.S. #33130 UNLESS OTHERWISE STATED. •O SET 5/8" IRON REBAR W/ YELLOW PLASTIC CAP STAMPED L.S. #33130 UNLESS OTHERWISE STATED. SUBDIVISION LINES CENTER LINES PROPERTY LINES RIGHT-OF-WAY LINES - - LOT LINES GRAPHIC SCALE 40 0 40 80 ( IN FEET ) 1 inch = 40 ft. SITE RECORD LEGAL DESCRIPTION: (PER FIDELITY NATIONAL TITLE INSURANCE COMPANY, SUBDIVISION GUARANTEE NO. WA-FBCM-IMP-27WAG14-1-17-20375864, DATED SEPTEMBER 14, 2017.) 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. R-401201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CALL 811 (2) BUSINESS DAYS BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE) CITY OF MERRILL GARDENS AT RENTON CENTER- ADDITION RENTON 104 BURNETT AVE S, RENTON, WA 98057 Planning/Building/Public Works Dept. EXISTING CONDITIONS BOUNDARY MAP DATE: 7/19/18 FIELDBOOK: 645 PAGE: DRAWING NO: C19 SHEET: 19 OF: 34 U) z LLI r') N ry rQ V ry ry LULU G PACE An Engineering Services Company 11255 Kirkland Way, Suite 300 Kirkland, WA 98033 p. 425.827.2014 ( f. 425.827.5043 ...........................I .......................... y Civil Structural PlanningSurve paceengrs.com N88'23'47"W I p 300.13, FOUND PK NAIL VISITED 5/27/2004 S. TOBIN ST. SET MAG NAIL W/WASHER f0, STAMPED "LS 33130" 0007200138 JAMES V+JOANNE M MEDZEGIAN 0007200139 JAMES V+JOANNE M MEDZEGIAN 0007200130 JAMES V+JOANNE M MEDZEGIAN 0007200118 ROBERT T COOPER 0007200109 AILEEN SAORI EGAWA 0007200122 MARGARET & ROBERT SCHMIDT NOTES: HORIZONTAL DATUM: CITY OF RENTON, NAD 83/91 WASHINGTON COORDINATE SYSTEM, NORTH ZONE. BASED ON HORIZONTAL CONTROL POINTS 205 AND 1887. POINT 205 BEING A MON IN CASE AT THE INTERSECTION OF BURNETT AVE AND 2ND ST,; POINT 1887 BEING A BRASS PLUG AT THE INTERSECTION OF RIVERSIDE DRIVE AND WELLS AVE. VERTICAL DATUM: CITY OF RENTON, NAVD 88 BASED ON CITY VERTICAL CONTROL MARK NUMBER 1939 WITH A PUBLISHED ELEVATION OF 11.383 METERS. 11.383 METERS x 39.37/12=37.345 FEET. SITE AREA: 79,494 SQ_ FT. or 1.825 ACRES ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS OTHERWISE NOTED. THE LOCATION AND DESCRIPTION OF ALL SURVEY MARKERS SHOWN HEREON ARE BASED ON FIELD OBSERVATIONS TAKEN ON MAY 27, 2004 & MARCH 11, 2008, UNLESS OTHERWISE INDICATED. WORK PERFORMED IN CONJUNCTION WITH THIS SURVEY UTILIZED THE FOLLOWING EQUIPMENT AND PROCEDURES: (A) 2" GEODIMETER 600 SERIES ELECTRONIC TOTAL STATION, MAINTAINED TO THE MANUFACTURER'S SPECIFICATIONS PER W.A.C. 332-130-100. (B) FIELD TRAVERSE, EXCEEDING REQUIREMENTS SET FORTH IN W.A.C. 332-130-090. THIS TOPOGRAPHIC SURVEY DRAWING ACCURATELY PRESENTS SURFACE FEATURES LOCATED DURING THE COURSE OF THIS SURVEY. UNDERGROUND UTILITIES SHOWN HEREON ARE BASED SOLELY UPON INFORMATION PROVIDED BY OTHERS AND PACE ENGINEERS, INC. DOES NOT ACCEPT RESPONSIBILITY OR ASSUME LIABILITY FOR THEIR ACCURACY OR COMPLETENESS. CONTRACTOR/ENGINEERS SHALL VERIFY EXACT SIZE AND LOCATION PRIOR TO CONSTRUCTION. CALL FOR LOCATE: UTILITY LOCATION SERVICE: 811. ALL MONUMENTS INDICATED AS FOUND WERE RECOVERED DURING THE COURSE OF THIS SURVEY AT THE DATE SHOWN IN THE SURVEYOR'S CERTIFICATE, UNLESS OTHERWISE NOTED. PARKING: SURFACE= 9 STANDARD 2 HANDICAPPED 1 BUS UPPER LEVEL= 42 STANDARD 4 HANDICAPPED LOWER LEVEL= 42 STANDARD 4 HANDICAPPED TOTALS 93 STANDARD 10 HANDICAPPED 1 BUS ZONING: CD = CENTER DOWNTOWN (SEE CITY OF RENTON ZONING SECTION 4-2-120.6 ORD. NO. 4971 ATTACHMENT "F") SETBACKS: MINIMUMS FRONT—O' (IF BLDG. 25' HIGH OR LESS) SIDE —N/A REAR —NONE HEIGHT—MAXIMUM=95' SURVEYED: SCALE: D3 DESIGNED: BL 1"-201 HORIZONTAL-N 198/11991 RLH 2 CIVIL CONSTRUCTION PERMIT REVIEW #2 9/18/18 DRAWN. CPB V ONE INCH DATUM `AM CIVIL CONSTRUCTION PERMIT REVIEW #1 � CHECKED: �AT FULL SCALE ` IF NOT ONE INCH NO. REVISION BY DATE APP9 APPROVED: WRH SCALE ACCORDINGLY LEGEND w WATER VALVE -6- HYDRANT ® WATER METER QS Q MANHOLES (SS/SD) ❑ CB -0- POWER/UTILITY POLE E — GUY ANCHOR 9 POWER TRANSFORMER ©�T POWER/TELEPHONE VAULT OPM POWER METER o TELEPHONE/TV RISER GAS VALVE ® JUNCTION BOX ® GAS METER �- STREET LIGHT pip LUMINAIRE x SPOT ELEVATION SIGN o MAILBOX Q ROCKERY CONIFEROUS TREE 0 DECIDUOUS TREE CASED MONUMENT + MAGNETIC NAIL W/ WASHER OO REBAR AND CAP — CENTER LINES PROPERTY LINES RIGHT—OF—WAY LINES — — LOT LINES DITCH LINE —► --► — FLOW LINE w WATER LINE ss SANITARY SEWER LINE SD STORM DRAIN LINE c GAS LINE UP UNDERGROUND POWER LINES UT UNDERGROUND TELEPHONE LINES UTV UNDERGROUND CABLE TV LINES UFO UNDERGROUND FIBER OPTIC LINES P OVERHEAD POWER LINES OHL OVERHEAD UTILITY LINES —0-0-0-0-0— CHAIN LINK FENCE —xxxx—x— WIRE FENCE —0-0-0— WOOD FENCE GRAPHIC SCALE 20 0 20 40 ( IN FEET ) 1 inch = 20 ft. R-401201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS T CALL 811 (2) BUSINESS DAYS z BEFORE YOU DIG W (UNDERGROUND UTILITY � LOCATIONS ARE APPROXIMATE) DATE: MERRILL GARDENS AT RENTON CENTER- ADDITION 7/19/18 J UT'RCITY OF RENTON 104 BURNETT AVE S, RENTON, WA 98057 FIELDBOOK:645 J PAGE: DRAWING N0: I..L Planning/Building/Public Works Dept. PARTIAL EXISTING CONDITIONS MAP C20 LJJ SHEET: 20 OF: 34 N T O d� O 1 W U) z LU o ry rQ V J ry NJ_ ry LULU G N r a Z J I-L 1I1 I 3 I I o� Q > � � a LQ ml 3 0 Y_ w 3 w 1 z � 1 v l 0 1 l • STEEL BOLLARDS (TYP.) 1 BRICK COLUMNS (TYP. ) GARAGE DOORS J I u o Q �.._- � I i Lz I 3, � I g = I � I MAG NAIL W/WASHER STAMPED "LS 33130" I I FF=39.62 • - - - - - - - - - - - - - - - - - - - 3 0 - - - - - - - - - I I I PARCEL A /A 0007200096 RICHARD A STORWICk CAROL JEAN FREY SSMH, TOP=38.82 CTR. CHNL. 8"PVC(S-N)=29.4 10 20 7231502130 RICHARD A STORWICK CAROL JEAN FREY q.0 � 52 W Q �p 61 x 39(� BUILDING 12902125 RICHARD A STORWICK CAROL JEAN FREY g 6A 1 W �I FOUND TACK IN LEAD Q IN CONC. MON. IN CASE, VISITED 5/27/2004 (PLAT MONUMENT) I SS S I SSMH, TOP=39.72 30' 6"PVC(W), 8-PVC(S) CTR. CHNL.=36.2 0 TEL Hz YD m v I 77 c 10 I YD� c� w Ic 0 � Ln O I (p cn N C.O. 0 0 z WM -i w M m 6� T H 4C \ Ik � CB, TOP=39.03 tI.E. 8"CONC(ESE)=37.1 x 2� x -59-A 39.60 X 3g x 59 Ag x 59 6gX 39.80 0. w x �g �, PARCEL B a- UGP �g 38 x 3g?° 2� 5g o° 72J1502120 X P � 'jg - 1 �j SD 5g. 9.59 39.79 X C 0 s� �2 I3g 3g 9p 3g 88 59'65 V 3g g6 i 7231502030 401.29 1 7 I FF=40.55 1 1 40. 1 TACK/LEAD W/WASHER LEAD/TACK W/WASHER 1 0.5 17 STAMPED "LS 33130" STAMPED "LS 33130" FF=40. 4 4 .421 PARCEL A CB, TOP=39.16 y 8'I7231502030 CL I.E. 8"CONC(E)=36.9 � I 8 - - I O I � 9.5' DOOR 38.18 39.26 I � / 38.05 X 38.06 X 38.16 X 38.49 3�t92 ASPHALT x 38.92 I ! 7231502085 o � CB, TOP=37.24 ALEX CUGINI JR < Go 7 6 1� x 3$.88 X 39.26 o � c� 0 30' 30' Io I00 FF=40.50 X 38.08 / x 39.06 o �- c z D TACK/LEAD W/WASHER 38.11 \\ CA �m STAMPED "LS 33130" // CB, TOP=37.49 76 38.16 / 1 8 49 3$.92 39.08 111111117117 38.18 `� ASPHALT PARKING LOT 74 X 38.11 x ��95 x 38.18 x 38.50 138.96 0-SEE DETAIL "A" w \ 1 x 39.11 I I / X �8.92 �I I I X 3$.84 I x 3166'1 I I X 38.08 X 38.26 X 38.51 X 38.70 X 38/89 X 39.31 I I I I I I I I I I I I I I I I I I I I I I I I I 1 PACE An Engineering Services Company 11255 Kirkland Way, Suite 300 Kirkland, WA 98033 p. 425.827.2014 1 f. 425.827.5043 ...................................................... Civil I Structural I Planning I Survey paceengrs.com 16 7231502085 ALEX CUGINI JR 15 BUILDING FOUND 1/2" REBAR/NO CAP N 0 0 FF= 40.46 G 0 SDMH, TOP=39.15 � UNABLE TO OPEN M D CB, SOLID LID TOP=39.52 I.E. 8"PVC(N)=36.7 - I.E. 8"P VC(S)=36.6 CB, SOLID LID IEE 8' PVC(N)=35.8 . I I ' I.E. 8"PVC( )=35.188 1 I SDMH, TOP=39.34 iII16-DIE I.E. 8"PVC(E)=35.2 I I.E. 8"PVC(S)=35.1 J I.E. 8"PVC(N)=35.1 M � I of J SSMH, TOP=39.89 / FULL OF WATER, PIPES NOT VISIBLE CTR. CHNL.(N-S)=35.4 I i 16" EC. I T HH 6" EC 0 '0. ( CB, TOP=38.84 oz 6" EC. I.E. 8"CONC(W)=37.3 co o SDMH, TOP=39.36 I.E. 8"CONC(E)=37.4 ® I.E. 8"PVCO=36.9 H h I.E. 12"CONC(S)=35.3 1 o I.E. 12"CONC(N)=35.1 i cC o- D` I � c c I I co o z EC. 4 z 70 r, � o �I c 30' 70 �c, 3 co BUILDING 7u co 6"DEC. NOTES: HORIZONTAL DATUM: CITY OF RENTON, NAD 83/91 WASHINGTON COORDINATE SYSTEM, NORTH ZONE. BASED ON HORIZONTAL CONTROL POINTS 205 AND 1887. POINT 205 BEING A MON IN CASE AT THE INTERSECTION OF BURNETT AVE AND 2ND ST,; POINT 1887 BEING A BRASS PLUG AT THE INTERSECTION OF RIVERSIDE DRIVE AND WELLS AVE. VERTICAL DATUM: CITY OF RENTON, NAVD 88 BASED ON CITY VERTICAL CONTROL MARK NUMBER 1939 WITH A PUBLISHED ELEVATION OF 11.383 METERS. 11.383 METERS x 39.37/12=37.345 FEET. SITE AREA: 79,494 SQ. FT. or 1.825 ACRES ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS OTHERWISE NOTED. THE LOCATION AND DESCRIPTION OF ALL SURVEY MARKERS SHOWN HEREON ARE BASED ON FIELD OBSERVATIONS TAKEN ON MAY 27, 2004 & MARCH 11, 2008, UNLESS OTHERWISE INDICATED. WORK PERFORMED IN CONJUNCTION WITH THIS SURVEY UTILIZED THE FOLLOWING EQUIPMENT AND PROCEDURES: (A) 2" GEODIMETER 600 SERIES ELECTRONIC TOTAL STATION, MAINTAINED TO THE MANUFACTURER'S SPECIFICATIONS PER W.A.C. 332-130-100. (B) FIELD TRAVERSE, EXCEEDING REQUIREMENTS SET FORTH IN W.A.C. 332-130-090. THIS TOPOGRAPHIC SURVEY DRAWING ACCURATELY PRESENTS SURFACE FEATURES LOCATED DURING THE COURSE OF THIS SURVEY. UNDERGROUND UTILITIES SHOWN HEREON ARE BASED SOLELY UPON INFORMATION PROVIDED BY OTHERS AND PACE ENGINEERS, INC. DOES NOT ACCEPT RESPONSIBILITY OR ASSUME LIABILITY FOR THEIR ACCURACY OR COMPLETENESS. CONTRACTOR/ENGINEERS SHALL VERIFY EXACT SIZE AND LOCATION PRIOR TO CONSTRUCTION. CALL FOR LOCATE: UTILITY LOCATION SERVICE: 811. ALL MONUMENTS INDICATED AS FOUND WERE RECOVERED DURING THE COURSE OF THIS SURVEY AT THE DATE SHOWN IN THE SURVEYOR'S CERTIFICATE, UNLESS OTHERWISE NOTED. PARKING: SURFACE= 9 STANDARD 2 HANDICAPPED 1 BUS UPPER LEVEL= 42 STANDARD 4 HANDICAPPED LOWER LEVEL= 42 STANDARD 4 HANDICAPPED TOTALS 93 STANDARD 10 HANDICAPPED 1 BUS ZONING: CD = CENTER DOWNTOWN (SEE CITY OF RENTON ZONING SECTION 4-2-120.6 ORD. NO. 4971 ATTACHMENT "F") SETBACKS: MINIMUMS FRONT-O' (IF BLDG. 25' HIGH OR LESS) SIDE -N/A REAR -NONE HEIGHT-MAXIMUM=95' DETAIL A LEGEND N WATER VALVE -6- HYDRANT ® WATER METER ( Q MANHOLES (SS/SD) ❑ CB -0- POWER/UTILITY POLE E-- GUY ANCHOR El POWER TRANSFORMER =I POWER/TELEPHONE VAULT 13 M POWER METER ❑ TELEPHONE/TV RISER GAS VALVE ® JUNCTION BOX ❑O GAS METER STREET LIGHT 0-0-El LUMINAIRE x SPOT ELEVATION n SIGN o MAILBOX CCC:)0 ROCKERY CONIFEROUS TREE 0 DECIDUOUS TREE CASED MONUMENT MAGNETIC NAIL W/ WASHER OO REBAR AND CAP CENTER LINES PROPERTY LINES RIGHT-OF-WAY LINES - - LOT LINES DITCH LINE -► - --► FLOW LINE w WATER LINE _SS SANITARY SEWER LINE SD STORM DRAIN LINE GAS LINE UP UNDERGROUND POWER LINES UT UNDERGROUND TELEPHONE LINES UTv UNDERGROUND CABLE TV LINES UFO UNDERGROUND FIBER OPTIC LINES P OVERHEAD POWER LINES OHL OVERHEAD UTILITY LINES -0-0 0-0-0- CHAIN LINK FENCE -x-xxxx- WIRE FENCE 0-0-0- WOOD FENCE GRAPHIC SCALE 20 0 20 40 IN FEET ) 1 inch = 20 ft. R-401201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS � CALL 811 (2) BUSINESS DAYS z i I BEFORE YOU DIG -I rwi 2 CIVIL CONSTRUCTION PERMIT REVIEW #2 9/18/18 1 CIVIL CONSTRUCTION PERMIT REVIEW #1 NO. REVISION BY DATE APP SURVEYED: BL DESIGNED:PLH DRAWN: CPB CHECKED: vim APPROVED: ���p� I�I�i1l (UNDERGROUND UTILITY lcl� LOCATIONS ARE APPROXIMATE) SCALE- DATE: 1988 'r - 20' HORIZORNnTAL- NAD 1983/1991 0 CITY 0 F MERRILL GARDENS AT RENTON CENTER- ADDITION 7/19/18 J 11;R]RENTON 104 BURNETT AVE S, RENTON, WA 98057 PAGE:FIELDOK:645 PAGE: ONE INCH DATUM DRAWING NO: EXISTING CONDITIONS MAP AT FULL SCALE Planning/Building/Public Works Dept. C21 LLI IF NOT ONE INCH SCALE ACCORDINGLY C isHEEr. 21 OF: 34 C N T' I 0 W I- 0 Z W r) rr a J Fr rr W 5 T O Print Form Reset Form Save Form DEPARTMENT OF COMMUNITY i000000 CITY OF AND ECONOMIC DEVELOPMENT Renton % TREE RETENTION WORKSHEET Planning Division 1055 South Grady Way -Renton, WA 98057 Phone:425-430-7200 1 www.rentonwa.gov 1. Total number of trees over 6" diameter', or alder or cottonwood trees at least 8" in diameter on project site 0 trees 2. Deductions: Certain trees are excluded from the retention calculation: Trees that are dangerous 0 trees Trees in proposed public streets 0 trees Trees in proposed private access easements/tracts 0 trees Trees in critical areas3 and buffers 0 trees Total number of excluded trees: 0 trees 3. Subtract line 2 from line 1: 0 trees 4. Next, to determine the number of trees that must be retained4, multiply line 3 by: 0.3 in zones RC, R-1, R-4, R-6 or R-8 0.2 in all other residential zones 0.1 in all commercial and industrial zones 0 S. List the number of 6" in diameter, or alder or cottonwood trees over 8" in diameter that you are proposing5 to retain 4: 20 6. Subtract line 5 from line 4 for trees to be replaced: (if line 6 is zero or less, stop here. No replacement trees are required) (20) 7. Multiply line 6 by 12" for number of required replacement inches: (240) 8. Proposed size of trees to meet additional planting requirement: (Minimum 2" caliper trees required for replacement, otherwise enter 0) 9. Divide line 7 by line 8 for number of replacement trees6: (If remainder is .5 or greater, round up to the next whole number) 0 trees trees trees inches inches pe trees 1 Measured at 4.5' above grade. Z A tree certified, in a written report, as dead, terminally diseased, damaged, or otherwise dangerous to persons or property by a licensed landscape architect, or certified arborist, and approved by the City. 3 Critical areas, such as wetlands, streams, floodplains and protected slopes, are defined in RMC 4-3-050. 4 Count only those trees to be retained outside of critical areas and buffers. 5 The City may require modification of the tree retention plan to ensure retention of the maximum number of trees per RMC 4-4-130H7a. 6 When the required number of protected trees cannot be retained, replacement trees, with at least a two-inch (2") caliper or an evergre( six feet (6) tall, shall be planted. See RMC 4-4-130.H.1.e.(ii) for prohibited types of replacement trees. 1 H:\CED\Data\Forms-Templates\Self-Help Handouts\Planning\Tree Retention Worksheet.docx 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. BURNETT AVE S PRUNUS CERASIFERA STREET TREES ALONG BURNETT AVE S AND PLANTING STRIP TO BE RETAINED (OFF PROPERTY SITE) 0 0 0 0 0 0 0 0 0 0 0 G* 0 0 0 ----------- ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ---------� ' 0 CERCIDIPHYLLUM JAPONICUM STREET TREES ALONG S TOBIN ST AND PLANTING STRIP TO BE RETAINED (OFF PROPERTY SITE) ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- NON -SIGNIFICANT SMALL PRUNUS OR PYRUS 5P. TREE5, BOXWOOD AND BARBERRY SHRUBS TO BE REMOVED TREE RETENTION /LAND CLEARING PLAN 1 "=30' FAzio BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. DCG CANNOT BE HELD LIABLE ASSOCIATES INC LANDSCAPE ARCHITECTS 102 NW Canal Street Seattle, WA 98107 T:206 774 9490 �v STATE OF REGHSTERCN S P CHITECT FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES AND ALL OTHER EX FEATURES & CONDITIONS. IF CONDITIONS ARE NOT AS SHOWN &/OR PLANS CANNOT BE 1 www.fazioassociates.com ROBERT J. F D CERT)FICATE N 966 CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. NO. CONSTRUCTION RECORD DRAWINGS REVISION WILLIAMS AVE S SURVEYED: SCALE: DESIGNED: AS NOTED RJF, VW DRAWN: VW ONE INCH VW 0 1/ 0 9/ 2 0 CHECKED: AT FULL SCALE RJF IF NOT ONE INCH BY DATE APPR APPROVED: RJF SCALE ACCORDINGLY CALL 811 (2) BUSINESS DAYS BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE) VERTICAL: NAVD 1988 • HORIZONTAL: NAD 1983/1991 C T Y OF R RENTON DATUM • 7 Planning/Building/Public Works Dept. NORTH 0 30' 60' R-401201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MERRILL GARDENS AT RENTON CENTER- ADDITION 104 BURNETT AVE S, RENTON, WA 98057 TREE RETENTION / LAND CLEARING PLAN N O O I T Q J Cn Z W 0 aR V DATE: 01 /09/2020 J PAGE: DRAWING NO: L0.00 Er W SHEET: nn OF: 34 N T' O O W I- 0 Z W r) rr Q J Fr rr W 5 N T O G" WIDE CONCRETE CURB FOR GRADE RETENTION PLANTING AT GRADE WITH 5HRUB5 GROUNDCOVER, TYP. 24"-HIGH RAISED INDEPENDENT ROUND PLANTERS AT ENTRANCE, 2' DIAMETER PLANTING AT GRADE WITH SHRUBS * GROUNDCOVER, TYP. CANOPY ABOVE, TYP. NEW STREET TREE IN 4' X 8' TREE WELL (MIN. 2' DEEP) W/ TREE GRATE PER CITY OF RENTON STANDARDS, TYP.; SEE L2.00 5ITE ELEMENTS LEGEND 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. FAzio ASSOCIATES ,NC LANDSCAPE ARCHITECTS 102 NW Canal Street Seattle, WA 98107 T. 206-774-9490 www.fazioassociates.com STATE OF WASHINGTON REGISTER S P CHITECT ROBERT J. F 0 CERTIFICATE N 966 GROUND LEVEL LANDSCAPE PLAN 1 "=10' 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 1 CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. N0. CONSTRUCTION RECORD DRAWINGS REVISION SURVEYED: DESIGNED: DRAWN: VW 101/09/201 CHECKED: BY I DATE IAPPRI APPROVED: (I NORTH 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. WASTE AND RECYCLING RECEPTACLES PER CITY OF RENTON STANDARDS, SEE SCHEDULE ON SHEET L2.00 SIDEWALK SHALL BE MEDIUM LIGHT SANDBLAST FINISHED WITH 0.5" DEEP, 2'x2' 5AWCUT SCORE JOINTS. CONSTRUCT 4'x4' MOCKUPS A5 REQ. TO OBTAIN COP, APPROVAL OF SANDBLAST FIN15H AND SCORING PRIOR TO CONSTRUCTING PERMANENT WALK. SEE SPEC SHEET, SHEET C_ • BLAST MEDIUM - 03GO 51LICON CARBIDE • AIR PRESSURE - 1 00- 1 10 51 • H05E DIA - I'' • H05E LENGTH - BETWEEN 50' MIN. - 100' MAX. • SPRAY NOZZLE - #5 • APPROXIMATE D15TANCE FROM NOZZLE TO BLASTING SURFACE - 1 "-2" • SPRAY DURATION - 5- 1 0 SECONDS • SPRAY PATTERN - CONSTANT CIRCULAR OVERLAPPING MOTION • SURFACE PREPARATION - CLEAN AND DRY STREET TREE IN 4' X 8' TREE WELL (MIN. 2' DEEP) W/ ROOT BARRIERS * TREE TE PER CITY OF RENTON 5TANDARD5, TYP. FY IN FIELD THE LOCATION OF ADJACENT POWER VAULTS; IN THE EVENT OF IFLICT WITH 4' X 8' TREE GRATE, CONTACT CURRENT PLANNING PROJECT IAGER FOR ALTERNATIVE. 0 10, 20' CALL 811 (2) BUSINESS DAYS BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE) SCALE: VERTICAL:NAID198 AS NOTED HORZONN1991 • C TY OF 1 RJF, VW RENTON VW ONE INCH DATU M AT FULL SCALE Planning/Building/Public Works Dept. RJ F IF NOT ONE INCH SCALE ACCORDINGLY RJF R-401201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MERRILL GARDENS AT RENTON CENTER- ADDITION 104 BURNETT AVE S, RENTON, WA 98057 GROUND LEVEL LANDSCAPE PLAN T • • H T n Cn Z W 0 aR V DATE: 01 /09/2020 J PAGE: DRAWING NO: Im cr L1.00 w SHEET: 22 OF: 34 N T Nt I O I 0 W 0 Z W rr Q 0 J Fr rr W 5 N T 4t IRRIGATION CONTROLLER LOCATED IN L2.05 WATER/FIRE ROOM �/ IRRIGATION POINT OF CONNECTION LOCATED IN WATEI�/FIKE ROOM - 5HOWN DIAGRAMMATICALLY FOR GRAPHICAL CLARITY RAIN SENSOR MOUNTED TO SIDE OF BUILDING ABOVE CANOPY, CLEAR OF ANY OVERHEAD OBSTRUCTIONS FAZ I 0 AS S o C IATES INC LANDSCAPE ARCHITECTS a 102 NW Canal Street W Seattle, WA 98107 J T: 206-774-9490 www.fazioassociates.com STATE OF WASHINGTON REGISTER S P CHITECT ROBERT J. F 0 CERT)FICATE NU. 966 GROUND LEVEL IRRIGATION PLAN 1 "=10' 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 1 CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. N0. C❑NSTRUCTI❑N RECORD DRAWINGS REVISION GENERAL NOTES 1. SEE 11-0.00 SHEET FOR TREE RETENTION / LAND CLEARING PLAN. 2. SEE 11-1.00 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. PER CITY OF KENTON PUBLIC WOKK5 DEPARTMENT STANDARD PLAN 1 17.5 (I NORTH SURVEYED: SCALE: DESIGNED: AS NOTED RJF, VW DRAWN: vw ONE INCH VW 0 1/ 0 9/ 2 0 CHECKED: AT FULL SCALE RJF IF NOT ONE INCH BY DATE APP APPROVED: RJF SCALE ACCORDINGLY 0 10, 201 CALL 811 (2) BUSINESS DAYS BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE) VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 C T Y OF RENTON DATUM Planning/Building/Public Works Dept. R-401201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MERRILL GARDENS AT RENTON CENTER- ADDITION 104 BURNETT AVE S, RENTON, WA 98057 GROUND LEVEL IRRIGATION PLAN T • • N O O O T Q J Cn Z W 0 Q DATE: 01 /09/2020 J PAGE: Fr cr DRAWING NO: L1.03 w C G SHEET:24 OF: 34 N Planting Schedule @ Ground Level Irrigation Schedule T Symbol Qty Type Size/Comments Item Symbol PSI Rad. (Ft.) GPM O STREET TREES 0 4 Acer griseum / Paperbark Maple 2 /2" cal., B&B Rainbird 1806 SAM FIRS T 30 5 0.41 � � 1 5-series m 30 5 0.20 2. 0 30 5 0.10 DECIDUOUS TREES (n Rainbird 1806 SAM FIRS 0 30 8 1.05 z 0°0 1 Acer circinatum / Vine Maple 1" cal., B&B 8-series LU Ah 30 8 0.52 n AP 30 8 0.35 rr Q LARGE/MEDIUM/SMALL SHRUBS 0 � 30 8 0.26 J 11 Blechnum spicant / Deer Fern 18" min. ht., see plans J`�Ep Rainbird 1806 SAM PRS ® 30 10 1.58 Fr 10-series ® 30 10 0.79 rr OCQ 11 Cornus sericea 'Kelseyi' / Kelsey Dogwood 18" min. ht., see plans LU ® 30 10 0.53 5 non erade,oca,ace30 10 0.39 10 Hydrangea macrophylla / Bigleaf Hydrangea 24" min. ht., see plans Rainbird 15EST strip -series 4 30 4 x 15 0.61 N m Rainbird 15CST strip -series 30 4 x 30 1.21 (W� 5 Ilex crenata 'Sky Pencil' / Japanese Holly 4' min. ht., see plans CW 28 Lavandula angustifolia / English lavender 12" min. ht., see plans Rainbird Landscape Drip [ Z401 /\ L\II\ 000 10 Mahonia nervosa / Dwarf Oregongrape 18" min. ht., see plans Rainbird Rain Sensor See Specifications + + 27 Spiraea japonica 'Goldflame' / Goldflame Spirea 18" min. ht., see plans 37 Viburnum davidii /David's Viburnum 18" min. ht., see plans Controller See Specifications; C GROUNDCOVER located indoors, wall mounted 230 Arctostaphylos uva-ursi / Kinnikinnick 1 gal. @ 12" o.c.. Point of Connection (P.O.C) ® See Specifications 255 Mahonia repens / Creeping Mahonia 1 gal. @ 12" o.c.. Automatic Valve ® See Specifications 1 PLANTING NOTES: Gate Valve G See Specifications 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 Quick Coupler 0 See Specifications SENSORS AND OTHER EQUIPMENT WILL BE INCORPORATED INTO DESIGN TO MAXIMIZE EFFICIENCY AND LOWER OVERALL MAINTENANCE. Lateral Lines See Specifications 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. Main -Line See Specifications 4. PLANT TREES IN R.O.W. PER CITY OF RENTON STANDARDS. ----------------- ------------------------ 5. SEE CIVIL SHEETS FOR PROPOSED GRADING, STREET PROFILES AND UTILITY LOCATIONS. S I eevi ng----------------------------------------------------------- See Specifications 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. FAzio AS S o C IATES INC LANDSCAPE ARCHITECTS 102 NW Canal Street Seattle, WA 98107 T: 206-774-9490 www.fazioassociates.com STATE OF WASHINGTON REGISTER 5 P OHITECi ROBERT J. F 0 CERTIFICATE N 966 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 1 CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. N0. 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 V-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. CONSTRUCTION RECORD DRAWINGS REVISION VW 01/09/20 BY DATE SURVEYED: DESIGNED: RJF, VW DRAWN: VW CHECKED: RJF P R APPROVED: RJF SCALE: VERTICAL: NAVD 1988 AS NOTED HORIZONTAL: NAD 1983/1991 ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY Site Elements Victor Stanley Ironsites SD-42 Litter and Recyling Receptacles; tapered form 0 0 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. ® 6' Site Bench: 'Scarborough' model by Landscape Forms 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 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 NOTE: SUBMITTALS REQUIRED TO BE PROVIDED TO THE CITY OF RENTON FOR ALL STREET FURNISHINGS IN THE RIGHT-OF-WAY. R-401201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS T • • N 100 O T Q J PEW �, CALL 811 (2) BUSINESS DAYS W BEFORE YOU DIG LU (UNDERGROUND UTILITY It _OCATIONS ARE APPROXIMATE) < • DATE: ® C TY OF MERRILL GARDENS AT RENTON CENTER- ADDITION 01/09/2020 J RENTON 104 BURNETT AVE S, RENTON, WA 98057 PAGE: • DRAWING NO: anning/Building/Public Works Dept. PLANTING & IRRIGATION SCHEDULES, L2,00 W & SITE ELEMENTS SHEET: nC OF- 34 C/) Z W r) rr Q J Fr rr W 5 2x ROOT ZONE DRIPLINE ZONE - I . OPERATION OF HEAVY EQUIPMENT AND PILING HEAVY MATERIALS PRO ITED. 2. LIMITED TRENCHING WED. EXCAVATION BY HAN K WITH HAND -DRIVEN TREN EP MUST BE APPROVED BY GINEER. 3. SEVERING OF TS LARGER THAN 2" DIA. UIRES ENGINEERS ROVAL. IXI DRIPLINE .IXI IPLINE TREE STAKING TIES, IF NEEDED (I) 2" DIA WOOD STAKE DRIVEN TO REFUSAL. SECURE TO TREE (2) 2" DIA WOOD STAKE FOR TREES WITH WITH 2 STRANDS NURSERY TAPE. CALIPER LESS THAN 2". ALIGN STAKES TO RESPOND TO PREVAILING WINDS. POINT TOP OF STAKE TOWARD PREVAILING WIND. TREE ROOTBALL. SET ROOT CROWN I " TREE KOOTBALL. SET ROOT ABOVE FINISH GRADE. CROWN I" ABOVE FINISH MULCH: 2" DEPTH GRADE. ALLOW 2" CLEAR FROM TRUNK. _ MULCH: 2" DEPTH CV ALLOW 2" CLEAR FROM TRUNK. z = FINISH GRADE FINISH GRADE Ln 3" HEIGHT SOIL SAUCER. INSTALL _ AT EDGE OF PLANTING PIT. w 3" HEIGHT SOIL SAUCER. INSTALL AT EDGE OF PLANTING PIT. III I MAX. - —71 AMENDED SOIL FENCING/ROOT — � SCARIFY SUBGRADE AMENDED SOIL PROTECTION-CHAINLINK = z I , �— _ — — N— 1 I I I I� I II I I I� I MAx I I SCARIFY SUBGRADE FENCING TO BE PROVIDED —,I � � �I —I II _ , I — — — — � �I REMOVE BINDING FROM _ _ — AND MAINTAINED AT TRUNK, PULL BACK BURLAP TO --�—III—III- -I REMOVE BINDING FROM TRUNK, DKIPLINE AT ALL TIMES. MIN 2x WIDTH SIDES OF KOOTBALL. EXPOSE MIN 2x WIDTH PULL BACK BURLAP TO SIDES OF OF ROOTBALL NO BURLAP TO SURFACE ROOTBALL. EXPOSE NO BURLAP AFTER BACKFILLING OF ROOTBALL TO SURFACE AFTER BACKFILLING SURFACE PROTECTION WITHIN DRIPLINE SHALL REQUIRE; 0-DEPTH MULCH LAYER, 3/4'' PLYWOOD AND STEEL PLATES. 2x ROOT ZONE OT ZONE - I . ERATION OF HEAVY IPMENT AND PILING OF H Y MATERIALS REQUIRES ENG ER'S APPROVAL. 2. TREN ING WITH HEAVY EQUIP T ALLOWED UNDER ENGINEE SUPERVISION AND IF 2/3 OR RE OF THE ROOT ZONE IS U TURBED. ADDITION OTES- I . 6' HIGH AINLINK FENCE SHALL COMPLETELY ENCIRCLE TREE(S). INSTAL FENCE STS USING PIER BLOCKS ONLY. AVOID DRIVING POSTS OR STA INTO AJOK ROOTS. 2. TK MENT OF ROOTS EXPOSED/DAMAGED DURING CONSTRUCTION: ROOTS O I " DIAM., MAKE A CLEAN STRAIGHT CUT TO REMOVED DAMAGED P TIONOF ROOT. ALL EXPOSED ROOTS SHALL BE TEMPORARILY COVERED ITH DAMP BURLAP AND COVERED WITH SOIL AS SOON AS POSSIBLE. TREE PROTEC�TON 1 NOT TO SCALE FAzio ASSOCIATES iNC LANDSCAPE ARCHITECTS 102 NW Canal Street Seattle, WA 98107 T. 206-774-9490 www.fazioassociates.com STATE OF WASHINGTON REGISTER S P CHITECT ROBERT J. F 0 N . CERTjFICATE 966 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. DECIDUOUS TREE PLANTING & STAKING NOT TO SCALE WIDTH OF PLANTING PIT= 2X WIDTH OF ROOTBALL MINIMUM P_dectree PLANT SHRUBS AT I " ABOVE LEVEL GROWN IN NURSERY, PLANT GKOUNDCOVERS AT LEVEL GROWN IN NURSERY MULCH LAYER: 2" DEPTH. ALLOW 2" CLEAR FROM TRUNK/ STEM FINISH GRADE AMENDED SOIL SCARIFY SUBGKADE REMOVE BINDING FROM TRUNK, PULL BURLAP BACK TO SIDES OF KOOTBALL. EXPOSE NO BURLAP TO SURFACE AFTER BACKFI LLI NG SHRUB PLANTING n4 A NOT TO SCALE P_shrub SURVEYED: SCALE: VERTICAL: NAD D1983/1991 1988 DESIGNED: AS NOTED HORIZONTAL: RJF, VW DRAWN: VW ONE INCH DATUM 1 CONSTRUCTION RECORD DRAWINGS VW 01/09/20 CHECKED: AT FULL SCALE RJF IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: RJF SCALE ACCORDINGLY CONIFER TREE STAKING / PLANTING NOT TO SCALE AMENDED SOIL SCARIFIED SUBGRADE P_conifer2 TYP. GROUNDCOVER PLANTED AT NURSERY LEVEL (POTTED PLANTS OR ROOTED CUTTINGS) MIN. 2" MULCH KEEP MULCH CLEAR FROM STEM FINISH GRADE Y I-1 I - -1 -1 I-1 -1101 I 111-1 I I-1 I I- I I IE 11 III-1 -1 -1 1-111-11 11-111-1 -1 -11 I-11-1 m I I —I ' � I III _III-1 I I —III —III— I I—III—III—III-1 I I I � ' ' - III III —III III III �� TYP. SPACING PER LANDSCAPE PLAN GROUND COVER PLANTING NOT TO SCALE P_grdcvr R-401201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CALL 811 (2) BUSINESS DAYS BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE) C TY OF MERRILL GARDENS AT RENTON CENTER- ADDITION 0 RENTON 104 BURNETT AVE S, RENTON, WA 98057 Planning/Building/Public Works Dept. PLANTING DETAILS 00 O O T Q J Cn Z W 0 aR V DATE: 01 /09/2020 J PAGE: cr DRAWING NO: L2.01 cr w SHEET: iQ OF: QA 0 Z W r) rr Q J Fr rr W 5 N T O SPECIFIED SPACING, TYP. PLANTING BED + + on w� UU wz �U ct� Q EDGE OF PLANTING BED OR PAVING SHRUB 8c GROUND COVER SPACING 1 NOT TO SCALE P_spacing Vi 611 CONCRETE PLANTER WALL; CHAMFER EDGES%2" SEE STRUCTURAL AND ARCHITECTURAL FOR SIZE AND REINFORCING PLANTING SOIL � MULCH, SEE SPEC. FILTER FABRIC o I FINISH GRADE; N 4" DEPTH OF �/8" CRUSHED GRAVEL PEDESTAL PAVERS FILTER FABRIC I "WEEP HOLES @—/ 4' O.C. UNDER PAVERS INTEGRATED CONC. SEE STRUCTURAL AND ARCHITECTURAL FOR STRUCTURE, PARAPET WALLS, WATERPROOFING, ETC. PLANTER ON STRUCTURE NOT TO SCALE planter_conc on structure FAzio BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. DCG CANNOT BE HELD LIABLE ASSOCIATES iNc LANDSCAPE ARCHITECTS 102 NW Canal Street Seattle, WA 98107 T:206-774-9490 STATE OF REGHSTERON S P CHITECT FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES AND ALL OTHER EX FEATURES & CONDITIONS. IF CONDITIONS ARE NOT AS SHOWN &/OR PLANS CANNOT BE 1 www.fazioassociates.com ROBERT J. F G CERTjFICATE N 966 CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. N0. a LOOP BIKE RACK NOT TO SCALE - GREEN ROOF TRAY SYSTEM NOT TO SCALE JAL CONSTRUCTION RECORD DRAWINGS REVISION OAhU NO -SCRATCH CIRCULAR BIKE RACK BY SPORTWORKS STAINLESS STEEL MATERIAL WITH BEAD BLAST FINISH AND SANTOPRENE TPV RUBBER BUMPERS ON SIDES LAYOUT IN FIELD FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. EMBEDDED MOUNT; 10"-LONG LEG EMBEDDED IN CONCRETE bike loop-1 /`EDGGNI or,r,� TRAY NGINEERED SOIL 'CANTS (MINIMUM 95% �E AT INSTALLATION) 7 D IIL POLYPROPYLENE OR .ET, EDGES SEAMED PVC �G MEMBRANE SEE ARCHITECTURAL/ STRUCTURAL FOR ROOF SYSTEM green roof—std tray SURVEYED: SCALE: DESIGNED: AS NOTED RJF, VW DRAWN: VW ONE INCH VW 0 1/ 0 9/ 2 0 CHECKED: AT FULL SCALE RJF IF NOT ONE INCH BY DATE APPR APPROVED: RJF SCALE ACCORDINGLY FAB ATED%8"-THICK MILD STEEL AND ALL COR S FULLY WELDED AND SANDED � SMOO WITH SLIGHT RADIUS, FINISH IS POWD COAT PRIME AND FINISH COATED, LOR TBD. TOP EDGE IS 2" AND RETUR DGE IS I ", PER PROFILE. \ A A /A A /N \Ii. /n n\ A ✓n PLANTER SURFACE 2"-3" HOLE TO BE DRILLED IN FIELD; POSITION WITH EXISTING IRRIGATION / PIPE/SLEEVE VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991VA31117 DATU M 2"-TYP . P EDGE PROFILE PLANTING SOIL AND MULCH, SEE SPEC. FILTER FABRIC 4" DEPTH OF 7/8" CRUSHED GRAVEL PRE -DRILLED DRAIN -HOLES; I "-DIA. 2" FROM BOTTOM AND 3" FROM EA. CORNER ON OPPOSITE SIDE OF PAVERS, ONLY. FILTER FABRIC / � SN I M P TERS 'LEVEL' WITH PAVERS OR APPR ED ALTERNATIVE IRRIGATION SLEEVE; SEE PLUMBI ND MECHANICAL FOR COORDINATED L TIONS. TO BE CLOSE TO CENTER OF PROPO D PLANTER. DRILL IN FIELD RAISED PLANTER —SECTION (INDEPENDENT PLAN R) NTS planter_steel_roofdeck R-401201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CALL 811 (2) BUSINESS DAYS BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE) C TY OF MERRILL GARDENS AT RENTON CENTER- ADDITION VR RENTON 104 BURNETT AVE S, RENTON, WA 98057 Planning/Building/Public Works Dept. PLANTING &SITE DETAILS N O O O I T Q J F-0 HE H • H Cn Z W 0 a DATE: 01 /09/2020 J PAGE: DRAWING N0: L2.02 w SHEET: 77 OF: Q^ 0 Z W n rr Q 0 J Fr rr W N T C) DOUBLE CHECK BRASS UNIC BRASS NIPPI ROUND VAL` FINISH GRAD[ METERED STI FIFE SLEEVE SHUT OFF V/ POINT OF CONNECTION NOT TO SCALE AUTOMATIC CONTROL VALVE NOT TO SCALE FAzio ASSOCIATES INC LANDSCAPE ARCHITECTS 102 NW Canal Street Seattle, WA 98107 T. 206-774-9490 www.fazioassociates.com STATE OF WASHINGTO14 REGISTER S P CHITECT ROBERT J. F 0 CERTjFICATE N . 966 NAAINI I INIF Tn IRRIr_ATinNi 1:::1Y1::�1TFNA LJI\/-\IIN 1\VV 11-/\, I\ ✓ILL✓ rl✓ IV\.l I LV l/I\ I\L(L.,II . G" MINIMUM DEPTH RECTOR SEAL (T+2) ALL THREADED CONNECTIONS. 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 1 CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. NO. CONSTRUCTION RECORD DRAWINGS REVISION \S KEQ.) WIRE SPLICES (TYP.) SCH . 40 PVC LATERAL PVC ADAPTER -CHES IN BOX FOR KEQ. @ EACH END PLACES) \TIC CONTROL EL W/ I"ILE UNDERNEATH 41rrpoc_REV 51acvalve_REV SURVEYED: SCALE: DESIGNED: AS NOTED RJF, VW DRAWN: VW ONE INCH VW 0 1/ 0 9/ 2 0 CHECKED: AT FULL SCALE RJF IF NOT ONE INCH BY DATE APPR APPROVED: RJF SCALE ACCORDINGLY QUICK COUPLER NOT TO SCALE GG 1 2" POP-UP BODY 3/4" I PT SPRINKLER HEAD IPT X LENGTH AS KEQ'D STANDARD POP-UP HEAD NOT TO SCALE CALL 811 (2) BUSINESS DAYS BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE) VERTICAL: NAVD 1988 • HORIZONTAL: NAD 1983/1991 Jv9C T Y OF RENTON DATUM Planning/Building/Public Works Dept. BADE BETE PIPE TH DRAIN '8 " MINUS D LE VI NG MAIN LINE FINISH GRADE NOTE: ALL THREADED CONECTIONS TO HAVE RECTOR SEAL T+2. ALL NIPPLES TO BE PVC SCH 80 IPT SIZE OF THE SPRINKLER POLYETHELENE "FUNNY PIPE" (30" MAX. LENGTH) PVC REDUCING BUSHING - PVC 'IT" OR 90" ELBOW F-PVC LATERAL PIPE + 71rrquick_REV 61popuphd_REV R-401201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MERRILL GARDENS AT RENTON CENTER- ADDITION 104 BURNETT AVE S, RENTON, WA 98057 IRRIGATION DETAILS DATE: 01 /09/2020 FIELDBOOK: PAGE: DRAWING NO: L2.04 SHEET: nO OF: 34 N CID O O I T Q J T rr Cn Z W 0 cc a J_ cr SLu L N T C) I W I- 0 Z W r) rr Q Fr rr W 5 N T Gil �— G" WIDE TRENCH DUG WITH TRENCHING MACHINE FINISH GRADE -III—III—III—I I �//�/, III —III-' /AA/AAA — COMPACTED -III j\\\/ — BACKFILL MATERIAL z\�VA�V III DETECTION TAPE (GREEN) G" ABOVE PIPE CIO II COMPACTED BACKFILL MATERIAL PVC ELEC. CONDUIT (GRAY) (SIZE AS SPECIFIED ON PLANS) POWER SUPPLY TRENCH NOT TO SCALE 21ptrench_REV PARAPET OR BUILDING WALL (SIZE AND PROFILE VARIES) FILL GAP WITH STONE BALLAST OR BLACK COBBLE STONE IRRIGATION LATERAL AND POP-UP PER PLAN/SPECIFICATIONS GREEN ROOF TRAY EDGING 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 G"-WIDE. SAWCUT EXIST PAVEMENT IF NECESSARY SLEEVE TRENCH NOT TO SCALE r EXISTING OR NEW ASPHALT, CONCRETE OR MASONRY PAVED SURFACE TACK SEAL JOINT COMPACTED BACKFILL MATERIAL DETECTION TAPE (BLUE) G" ABOVE PIPE COMPACTED BACKFILL MATERIAL PVC SLEEVE WITH MAIN OR LATERAL LINES OR CONTROLLER WIRES NOTES: I . SLEEVE SIZE AS SHOWN ON PLANS OR: I.D. OF SLEEVE TO BE I " GREATER THAN O.D. OF PIPE. 2. SLEEVES REQUIRED UNDER ALL PAVED AREAS. 3. ENDS OF SLEEVES EXTEND A MIN. OF 1 '-0" BEYOND CONCRETE EDGE. FILL GAP WITH STONE BALLAST IRRIGATION LATERAL AND POP-UP PER PLAN/SPECIFICATIONS GREEN ROOF TRAY EDGING; AROUND GREEN ROOF PERIMETER IRRIGATION SLIP SHEET OR APROVED EQUAL WATERPROOFING PER ARCHITECTURAL NOTE: IRRIGATION TRENCH WIDTH SHALL ACCOMMODATE WIDEST IRRIGATION FITTINGS; MAXIMUM WIDTH TO BE G''-WIDE. I I G G \/ G I--! A E G rl "/l G T/l I-1 I /` CLOSE-UP VIEW OF PORTAL SUBTERRANEAN IRRIGATION (ROOF MODULE) 21strench_REV � `J ) NOT TO SCALE NOTE: THIS DETAIL REPRESENTS AN APPROXIMATE CONDITION FOR MOUNTING CONTROLLER ON INTERIOR WALL. VERIFY EXACT LOCATION FOR CONTROLLER WITH ELECTRICAL AND ADJUST INSTALLATION ACCORDINGLY. Ln 2'-0" tray_irril 00 co O INDOOR WALL MOUNT ELECTRIC c:) CD CONTROLLER; SEE IRRIGATION PLAN AND ELECTRICAL FOR T LOCATIONS PROVIDE ELECTRICAL CONDUIT PER CODE AND MANU. KEQS. PROVIDE CLEAN ACCESS HOLES FOR REQ. CONDUIT INISH GRADE LOW VOLTAGE WIRING PER CONTROLLER REQS. SUBTERRANEAN IRRIGATION (@ PARAPET/WALLS) 5 Y UBTERRANEAN IRRIGATION (@ EDGE)C6INDOOR CONTROLLER - INDOOR INSTALLATION NOT TO SCALE tray_irri2COT TO SCALE tray_irri3 NOT TO SCALE AUTOCON_REV BASE MAP/TOPOGRAPHY PROVIDED BY FAzio �C%�d13 OTHERS. DCG CANNOT BE HELD LIABLE �� FOR ACCURACY. CONTRACTOR SHALL SURVEYED: SCALE: 1988 ASSOCIATES iNC FIELD VERIFY GRADES, UTILITIES AND HORZO TAL NAD D1983/1991 LANDSCAPE ARCHITECTS DESIGNED: AS NOTED 102 NW Canal Street STATE OF ALL OTHER EX FEATURES & RJF, VW WAGION CONDITIONS. IF CONDITIONS ARE NOT DRAWN: Seattle, WA 98107 5 E PSTERSTERCHITECT VW AS SHOWN WOR PLANS CANNOT BE ONE INCH DATUM T:206-774-9490 1 CONSTRUCTION RECORD DRAWINGS VW 01/09/20 CHECKED: AT FULL SCALE www.fazioassociates.com ROBERT J. F G CONSTRUCTED AS SHOWN, CONTACT RJF IF NOT ONE INCH CERTjFICATE N . 966 NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY DCG PRIOR TO CONSTRUCTION. RJF R-401201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CALL 811 (2) BUSINESS DAYS BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE) CVR TY OF MERRILL GARDENS AT RENTON CENTER- ADDITION RENTON 104 BURNETT AVE S, RENTON, WA 98057 VA31117 Planning/Building/Public Works Dept. IRRIGATION DETAILS Cn Z W 0 aR V DATE: 01 /09/2020 J PAGE: DRAWING NO: Im cr L2.05 w SHEET: nn OF: 34