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HomeMy WebLinkAboutzR-4176set(0 T i p I 0 W LEGEND: ® O P.C. FOUND MONUMENT AS NOTED FOUND CORNER MONUMENT AS NOTED PROPERTY LINE PROPERTY CORNER ROAD SIGNAGE POWER JUNCTION BOX, SIZE VAR/ES CABLE JUNCTION BOX, SIZE VARIES TELEPHONE JUNCTION BOX, SIZE VARIES LIGHT POLE WITH ARM WATER METER WA TER VALVE FIRE HYDRANT STORM DRAIN CATCH BASIN STORM DRAIN MANHOLE SANITARY SEWER MANHOLE CJ G O TELEPHONE MANHOLE Q U_ WDF WOOD FENCE i CLF CHAINLINK FENCE J DECIDUOUS TREE o EVERGREEN TREE O Z SANITARY SEWER LINE Q STORM LINE 0 UNDERGROUND POWER v) Q UNDERGROUND WA TER m UNDERGROUND GAS UNDERGROUND TELEPHONE UNDERGROUND CABLE EDGE OF PA VEMEN T FENCE CONCRETE SHEET INDEX CIVIL PLANS C1 1 OF 20 COVER SHEET C2 2 OF 20 TOPOGRAPHY MAP C3 3 OF 20 TESC PLAN C4 4 OF 20 TESC DETAILS AND NOTES C5 5 OF 20 UTILITY, ROAD, AND GRADING PLAN C6 6 OF 20 WELLS AVENUE PLAN AND PROFILE C7 7 OF 20 PROPOSED STORM LINE PLAN AND PROFILE C8 8 OF 20 STANDARD ROAD DETAILS AND NOTES C9 9 OF 20 STANDARD STORMWA TER DETAILS AND NOTES C10 10 OF 20 STANDARD STORMWA TER DETAILS AND NOTES C11 11 OF 20 STANDARD WATER DETAILS AND NOTES C12 12 OF 20 STANDARD WATER DETAILS AND NOTES C13 13 OF 20 STANDARD WATER DETAILS AND NOTES C11 14 OF 20 STANDARD WATER DETAILS AND NOTES C12 15 OF 20 STANDARD WATER DETAILS AND NOTES LANDSCAPE PLANS L — 1 16 OF 20 TREE RETENTION PLAN L-2 17 OF 20 LANDSCAPE PLAN L-3 18 OF 20 LANDSCAPE NOTES AND DETAILS L — 4 19 OF 20 /RRIGA TION PLAN L-5 20 OF 20 IRRIGATION NOTES AND DETAILS SURVEYOR'S NOTES PROJECT DESCRIPTION: ADDRESS OF THE PROPERTY..... 117 WELLS AVE S, RENTON, WA 98057 PARCEL NUMBER.........................000720-0168 EXISTING ZONING ......................... CD PROPOSED DWELLING UNITS.......6 ACREAGE:....................................0.139 ACRES (6,005 S.F.) GROSS R. 0. W. AREA: ............................... 0.003 ACRES (138 S.F) PERMITTED MAX. DENSI TY...........100 DU/ACRE PROPOSED DENSITY .................... 43 DU/ACRE WORK WITHIN EXISTING R. 0. W.:... 0.057 ACRES (2,483 S.F.) (INCLUDES SAWCUT/TRENCHING AREA FOR WATER MAIN EXTENSION) CRITICAL AREA: ............................ 0.00 ACRES (0 S.F.) PROPOSED USE ........................... SINGLE FAMILY APARTMENTS SEWER DISTRICT .......................... CITY OF RENTON WATER DISTRICT .......................... CITY OF RENTON SCHOOL DISTRICT ....................... RENTON #405 FIRE DISTRICT ............................. RENTON REGIONAL FIRE AUTHORITY TELEPHONE SERVICE .................... CENTURY LINK POWER SOURCE .......................... PUGET SOUND ENERGY PROJECT CONTACTS: OWNER/APPLICANT............................BCONNECT, LLC ..........................................................13985 NE 3RD STREET .......................................................... BELLEVUE, WASHINGTON 98005 .......................................................... (425) 442-4850 .......................................................... CONTACT. AJAY SIKKA .......................................................... AJAYS@LIVECOM CIVIL ENGINEER/SURVEYOR............... D.R. STRONG CONSULTING ENGINEERS, INC. ..........................................................620 — 7th AVENUE .......................................................... KIRKLAND, WASHINGTON 98033 .......................................................... (425) 827-3063 .......................................................... CONTACT.- YOSHIO L. P/EDISCALZI, P.E. .......................................................... YOSHIO.PIEDISCALZI@ORSTRONG.COM .......................................................... CONTACT.- DALE A. SMITH, P.L.S. .......................................................... DALE. SMI TH@DRSTRONG. COM GEOTECHNICAL ENGINEER .................. ASSOCIATED EARTH SCIENCES, INC .......................................................... 911 5 TH A VENUE ..........................................................KIRKLAND, WA 98033 .......................................................... (425) 827— 7701 .......................................................... CONTACT: MATTHEW A. MILLER, P.E. AREA TABLE.• TOTAL GROSS SITE AREA: ............ 0.138 ACRES (6,005 S.F.) DISTURBED SITE AREA: ................ 0.154 ACRES (6,695 S.F.) NEW IMPERVIOUS AREA: .............. 0.118 ACRES (5,157 S.F.) REPLACED IMPERVIOUS AREA: ..... 0.010 ACRES (636 S.F.) BUILDING COVERAGE ALLOWED BY ZONING....................N/A IMPERVIOUS AREA ALLOWED BY ZONING....................N/A BASIS OF BEARINGS: N39 07'52 E BETWEEN MONUMENTS FOUND IN PLACE IN THE SW QTR, NW QTR, SIR 17-23-5; COR PT NO. 205 AND COR PT NO. 1887 1. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT FILE NO. 4209-3232651 DATED APRIL 22, 2019. IN PREPARING THIS MAP, D.R. STRONG CONSULTING ENGINEERS INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS D.R. STRONG CONSULTING ENGINEERS INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY REFERENCED FIRST TITLE INSURANCE COMPANY COMMITMENT. D.R. STRONG CONSULTING ENGINEERS INC. HAS RELIED WHOLLY ON FIRST AMERICAN TITLE COMPANY REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND THEREFORE D.R. STRONG CONSULTING ENGINEERS INC. QUALIFIES THE MAPS ACCURACY AND COMPLETENESS TO THA T EXTENT 2. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON JULY 14, 2020. ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN AUGUST, 2019, AND JULY 2020 3. PROPERTY AREA = 6,005f SQUARE FEET (0.1379f ACRES). 4. ALL DISTANCES ARE IN FEET. 5. THIS /S A COMBINED FIELD TRAVERSE AND GLOBAL POSITIONING SYSTEM SURVEY. A TRIMBLE ONE SECOND COMBINED ELECTRONIC TOTAL STATION AND A LEICA SERIES 1200 GLOBAL POSITIONING SYSTEM WERE USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. ALL MEASURING INSTRUMENTS AND EQUIPMENT ARE MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURER'S SPECIFICA TIONS. 6. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE ARE SHOWN HEREON. UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN SURFACE UTILITY LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCA TIONS SHOWN HEREON MA Y HAVE BEEN TAKEN FROM PUBLIC RECORDS. D.R. STRONG CONSUL TING ENGINEERS INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS. 7 CONTOUR INTERVAL = 1 FOOT. CONTOURS SHOWN ARE PRODUCED FROM A DIGITAL TERRAIN MODEL DERIVED FROM DIRECT FIELD OBSERVATIONS OBTAINED DURING THE COURSE OF THE FIELD TRAVERSE SURVEY. CONTOUR ACCURACY COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS (AT LEAST 90 PERCENT OF THE ELEVATIONS ACCURATE WITHIN ONE—HALF THE CONTOUR INTERVAL). 8. THE TOPOGRAPHIC ELEMENTS SHOWN ON THIS MAP ARE INTENDED FOR USE IN ENGINEERING DESIGN. HORIZON TA DA TUM: GENERAL NO TES: NAD 1983191, PER CITY OF RENTON HORIZONTAL CONTROL 1. ALL EXISTING STRUCTURES TO BE REMOVED. VERTICAL DA TUM: NAVD 88, PER CITY OF RENTON VERTICAL CONTROL Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 1r ►5 M�S D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 O 425 827 3063 F 425 827 2423 NW 1/4 SECTION 17, TOWNSHIP 23 N, RANGE 5 W, W.M. BA SSA NO AfUL TI=FAA#iL Y FOUND 2" IRON PIPE WITH BIG NAIL, 0.1'W. X 0.1'S OF P.C. BLDG #115 \ N8874'50'W 120.09' I--------- o -- SSMH RIM=41.26 CL CHANNEL=34.21 I II I II I I _ = = 0❑ I I W I — I i i � I -----------� a � I a I a. I a I I � L I a I I a i i I I a � � I I I d � I I a 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 I I I I I I I I I I I I d I I I I I I I I ° I I I I I i i a I I I I I I I I I I I I I I I l I I I I I II 0. I . I Q� 1 NA I SDMH RIM 8"COI` 2 CITY COMMENTS 7.3.24 YLP 08.23.24 YLP SURVEYED: SCALE: DJC VERTICAL: NAVD 1988 3 CITY COMMENTS 9.10.24 YLP 09.19.24 YAP DESIGNED: AS NOTED HORIZONTAL: NAD 1983/1991 4 STORM REVISION DUE TO DUCT BANK CONFLICT YLP 12.13.24 YLP YLP 5 UTILITY REVISION YLP 01.10.25 YLP DRAWN: GL.B ONE INCH AL, DA TM UTILITY REVISION YLP 01.24.25 YLP CHECKED: Y� .v AT FULL SCALE IF NOT ONE INCH N 0. REVISION BY I DATE AP P R APPROVED: SCALE ACCORDINGLY YLP N 3RD T z j W Q Q C,F Lz O O L � ROJECT `s N 2ND ST S/ TE O _j � Q co SE 2N S T j Q J _J SE 3RP ST 405 VICINITY MAP 1 "= 500' TITLE RESTRICTIONS: 1. THIS SITE IS SUBJECT TO DEDICATIONS, CONDITIONS, RESTRICTIONS, EASEMENTS, ETC. PER THE PLAT OF TOWN OF RENTON, RECORDED IN VOLUME 1 OF PLATS, PAGE 135. 2. THIS SITE IS SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS, ETC. PER INSTRUMENT RECORDED UNDER RECORDING NO. 1872332. 3• RIGHTS OF THE STATE OF WASHINGTON IN AND TO THAT PORTION OF SAID PREMISES, IF ANY, LYING IN THE BED OR FORMER BED OF CEDAR RIVER, IF IT IS NAVIGABLE. 4, ANY PROHIBITION OR LIMITATION ON THE USE, OCCUPANCY OR IMPROVEMENTS OF THE LAND RESULTING FROM THE RIGHT OF THE PUBLIC OR RIPARIAN OWNERS TO USE ANY WATERS WHICH MAY COVER THE LAND OR TO USE ANY PORTION OF THE LAND WHICH IS NOW OR MAY FORMERL Y HA VE BEEN COVERED BY WA TER. REFERENCES: 1. PLAT OF TOWN OF RENTON RECORDED IN VOLUME 1 OF PLATS PAGE 135, RECORDS OF KING COUNTY, WA. 2. SURVEY RECORDED UNDER RECORDING NO. 20080423000952, RECORDS OF KING COUNTY, WA. J. SURVEY RECORDED UNDER RECORDING NO. 8406059024, RECORDS OF KING COUNTY, WA. 4. SURVEY RECORDED UNDER RECORDING NO. 19910430911, RECORDS OF KING COUNTY, WA. 5. SURVEY RECORDED UNDER RECORDING NO. 9811189003, RECORDS OF KING COUNTY, WA. 6. SURVEY RECORDED UNDER RECORDING NO. 20040922900010, RECORDS OF KING COUNTY, WA. 7. SURVEY RECORDED UNDER RECORDING NO. 20110505900004, RECORDS OF KING COUNTY, WA. LEGAL DESCRIPTION: LOT 15, BLOCK 23, TOWN OF RENTON, ACCORDING TO THE PLAT RECORDED IN VOLUME 1 OF PLATS, PAGE 135, IN KING COUNTY WASHINGTON, TOGETHER WITH ALL THAT PART OF THE TOBIN DONATION LAND CLAIM LYING BETWEEN THE EXTENDED EAST LINE OF SAID BLOCK 23, AND THE EXTENDED WEST LINE OF SAID LOT 15, AND BETWEEN THE EXTENDED SOUTH LINE OF SAID LOT 15, AND THE EXTENDED NORTH LINE OF LOT 4 OF SAID BLOCK 23. ALSO KNOWN AS CITY OF RENTON DECLARATION OF LOT COMBINATION NO. LUA24-000124—LC, RECORDED UNDER KING COUNTY RECORDING NO. 20240709000231. BENCHMARKS.- 1. CITY OF RENTON VERTICAL CONTROL POINT NO. 1939. FOUND CONCRETE MONUMENT WITH TACK/LEAD, IN MONUMENT CASE, INTERSECTION OF WILLIAMS AVE S. AND S. RIVERIDE DR. COR PT NO. 1939 ELEVATION = 37345 FEET. 2. SI TE BENCHMARK, FOUND 2" IRON PIPE WI TH BIG NAIL, 0.1 'W. X 0.1 'S OF NE PROPERTY CORNER. ELEVATION = 39.95 FEET. 3• SITE BENCHMARK, FOUND 112" REBAR WITH YELLOW PLASTIC CAP STAMPED "HSA PLS 29282" AT NW PROPERTY CORNER. ELEVATION = 39.68 FEET. NORTH GRAPHIC SCALE 0 10, 20' 40' 1 INCH = 20 FT. C TY OF RENTON Planning/Building/Public Works Dept. AS -BUILT NO AS —BUILT INFORMATON ON THIS SHEET. "I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS —BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS —BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 912412025." p C) N U C) J R-417601LL � Q IN COMPLIANCE WITH CITY OF RENTON STANDARDS — BASSANO MULTI —FAMILY COVER SHEET G O Z Q DATE: U 11.20.20 m FIELDBOOK: PAGE: 117 WELLS AVENUE S C 1 RENTON, WASHINGTON 98057 SHEET: 1 OF: 20 DRS PROJECT NO. 20070 N W 1/4 SECTION 17, TOWNSHIP 23 N, RANGE 5 W, W.M. FOUND 3/4" BRASS STAUB N I !BASSA NO MUL TI=FA MIL Y AVENUINTERSECTION OF E AND RIVERSIDE RIVES r LEGEND: W COR PT N0. 1887 Q1 f G� v f C) ® FOUND MONUMENT AS NOTED S. TOBIN ST z i Q 0 FOUND CORNER MONUMENT AS NOTED LU F PROPERTY LINE FOUND CONCRETEI— MNUMENT NTH (5 / FOF f,y0 P.C. PROPERTY CORNER TACK/LEAD,DOWN 1.2' IN -� MONUMENT CASE ROAD SIGNAGE ® POWER JUNCTION BOX, SIZE VAR/ES / 0 CABLE JUNCTION BOX, SIZE VARIES Is] TELEPHONE JUNCTION BOX, SIZE VARIES FOUND PUNCHED 2" RASS / / SURFACE MON MENT / LIGHT POLE WITH ARM / 000720-0008 ® WATER METER I ' �Q WA TER VAL VE to / FOUND CONCRETE FIRE HYDRANT MONUMENT WITH I �' 00072o-ot86 J TACK/LEAD, DOWN 1.0' IN 30' I MONUMENT CASE / ® STORM DRAIN CATCH BASIN - Q OD STORM DRAIN MANHOLE I / LL SANITARY SEWER MANHOLE 30' 30' / I \ R MM 38.06 i O TELEPHONE MANHOLE / 8"PVC=32.73(S) 8"PVC=30.94(E) / 8"PVC=30.39(W) J WDF WOOD FENCE / II 8"PVC=30.66(SE) C CLF CHAINLINK FENCE / G -L - O o DECIDUOUS TREE Q EVERGREEN TREE 0 U) j� SANITARY SEWER LINE ' II m ------ STORM LINE / P UNDERGROUND POWER ' II I ' _ W UNDERGROUND WA TER z- II I G UNDERGROUND GAS / / 30' II 30 T UNDERGROUND TELEPHONE / '� n / N SDMH C UNDERGROUND CABLE / RIM=39.25 s0C6 EDGE OF PAVEMENT RIM=39.14 8"CONC=35.40(E) 8"CONC=35.00(W) \\ \\ \\ \\ / 8"GONG=35.59(E) II Iw II 12"CONC=35.65(S) -X-X- FENCE OD II 12"CONC=30.45(N) OOD CONCRETE / Z o00720-0162 II o II SDCB / f RIM=39.03 / FOUND 1/2" REBAR FOUND 2" IRON PIPE WITH BIG 8"CONC=36.63(W) / WITH YELLOW PLASTIC NAIL, OXW. X OXS OF P.C. �I ° CAP STAMPED "HSA / I PLS 29282" AT P.C. II / BLDG #115 II 6'WDF IS 1.9'W. X 6'CLF IMIII III / 0.5N. OF P.C. / CROSSES R N88'24'50"W 120,0w II / 5'WDF IS 2.8'W. 12"D 1 - / 1� X 1.0'S. OF P.C. c 000720-0168 I Vj II / U) 5'WDF IS I W LOT 15 < II ' I TOWNLOFKRENTON ;17 ON R �� II HORIZONTAL DA TUM: BASIS OF BEARINGS 3 VOL. 1, PG. 135 CONC. 2.9'N. OF R I II NAD 1983191, PER CITY OF RENTON HORIZONTAL CONTROL N3907'52 E BETWEEN MONUMENTS FOUND IN /' - i ARE 0.4S.GAROF RE CORNERS ( II PLACE IN THE SW QTR, NW QTR, SIR 17-23-5; COR PT NO. 205 AND COR PT NO. 1887 - --------- 1I13 I/ERTICAL DATUM: / FOUND 1/2" REBAR WITH - / YELLOGARAGE 000 W PLASTIC CAP STAMPED 3/.' II "CRONES LS 29537" o.O'E. X I I� II NAVD 88, PER CITY OF RENTON VERTICAL CONTROL / / I 0.1'N. OF P.C. BLDG #121 I II Ir 723150-2020 6"D LOT 14 II / II II / I 723150-2020 III II LOT 13 II ZD ' ----- ICI V)SSMH II' -- / RIM=41.26 0 III II / CL CHANNEL=34.21 vi II ' I - P-II / II �/ II / � ' I / 30' 30' / I 30 30' SDMH -O.47 8CN � OG=38.82(N) FOUND 4"X4" CONCRETE m I / MONUMENT WITH PUNCHED / 2" BRASS DISK, DOWN 0.8' FOUND CONCRETE IN MONUMENT CASE / MONUMENT WITH I .01'34'40"E FOUND CONCRETE TACK/LEAD, DOWN 1.1' IN o 4.03' MONUMENT CASE M p MONUMENT WITH 1/4" COPPER PIN, DOWN 1.7' IN S. 2ND ST MONUMENT CASE FOUND 5"X5" CONCRETE N88'23'45"W 300.08' - - - - - _ MONUMENT WITH 1/8" N88'25'00"W 300.30' - COPPER PIN, DOWN 0.7' _ - - IN MONUMENT CASE, CDR PT NO. 205 r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 1r ►5 2 CITY COMMENTS 7.3.24 D.R. STRONG 3 CITY COMMENTS 9.10.24 CONSUL TING ENGINEERS 4 STORM REVISION DUE TO DUCT BANK CONFLICT ENGINEERS PLANNERS SURVEYORS 5 UTILITY REVISION 6 UTILITY REVISION 620 - 7th AVENUE KIRKLAND, WA 98033 O 425 827 3063 F 425 827 2423 N 0. REVISION YLP 08.23.241 YLP SURVEYED: DJC YLP 09.19.24 YLP DESIGNED: YLP YLP 12.13.24 YLP YLP 01.10.25 YLP DRAWN: GLIB YLP 01.24.25 YLP CHECKED: YLP BY DATE APPR APPROVE SCALE: VERTICAL: NAVD 1988 AS NOTED HORIZONTAL: NAD 1983/1991 ONE INCH DATUM AT FULL SCALE • v IF NOT ONE INCH SCALE ACCORDINGLY TITLE RESTRICTIONS: 1. THIS SITE IS SUBJECT TO DEDICATIONS, CONDITIONS, RESTRICTIONS, EASEMENTS, ETC. PER THE PLAT OF TOWN OF RENTON, RECORDED IN VOLUME 1 OF PLATS, PAGE 135. 2. THIS SITE IS SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS, ETC. PER INSTRUMENT RECORDED UNDER N RECORDING NO. 1872332. 3. RIGHTS OF THE STATE OF WASHINGTON IN AND TO THAT PORTION OF SAID PREMISES, IF ANY, LYING IN THE BED OR Ln FORMER BED OF CEDAR RIVER, IF IT IS NAVIGABLE. LO o 4. ANY PROHIBITION OR LIMITATION ON THE USE, OCCUPANCY OR IMPROVEMENTS OF THE LAND RESULTING FROM THE 0 RIGHT OF THE PUBLIC OR RIPARIAN OWNERS TO USE ANY WATERS WHICH MAY COVER THE LAND OR TO USE ANY PORTION OF THE LAND WHICH IS NOW OR MAY FORMERLY HAVE BEEN COVERED BY WATER. o N U REFERENCES: 1. PLAT OF TOWN OF RENTON RECORDED IN VOLUME 1 OF PLATS PAGE 135, RECORDS OF KING COUNTY, WA. 2. SURVEY RECORDED UNDER RECORDING NO. 20080423000952, RECORDS OF KING COUNTY, WA. J. SURVEY RECORDED UNDER RECORDING NO. 8406059024, RECORDS OF KING COUNTY, WA. 4. SURVEY RECORDED UNDER RECORDING NO. 19910430911, RECORDS OF KING COUNTY, WA. 5. SURVEY RECORDED UNDER RECORDING NO. 9811189003, RECORDS OF KING COUNTY, WA. 6. SURVEY RECORDED UNDER RECORDING NO. 20040922900010, RECORDS OF KING COUNTY, WA. 7. SURVEY RECORDED UNDER RECORDING NO. 20110505900004, RECORDS OF KING COUNTY, WA. r co co LEGAL DESCRIPTION: o LOT 15, BLOCK 23, TOWN OF RENTON, ACCORDING TO THE PLAT RECORDED IN VOLUME 1 OF PLATS, PAGE 135, IN KING COUNTY WASHINGTON; TOGETHER WITH ALL THAT PART OF THE TOBIN DONATION LAND CLAIM LYING BETWEEN THE o EXTENDED EAST LINE OF SAID BLOCK 23, AND THE EXTENDED WEST LINE OF SAID LOT 15, AND BETWEEN THE EXTENDED N SOUTH LINE OF SAID LOT 15, AND THE EXTENDED NORTH LINE OF LOT 4 OF SAID BLOCK 23. ALSO KNOWN AS CITY OF RENTON DECLARATION OF LOT COMBINATION NO. LUA24-000124-LC, RECORDED UNDER KING COUNTY RECORDING NO. 20240709000231. BENCHMARKS: 1. CITY OF RENTON VERTICAL CONTROL POINT NO. 1939. FOUND CONCRETE MONUMENT WITH TACK/LEAD, IN MONUMENT CASE, INTERSECTION OF WILLIAMS AVE S. AND S. RIVER/DE DR. COR PT NO. 1939 ELEVATION = 37345 FEET. 2. S1TE BENCHMARK, FOUND 2" IRON PIPE WITH BIG NAIL, 0.1'W. X 0.1S OF NE PROPERTY CORNER. ELEVATION = 39.96 FEET. 3. SITE BENCHMARK, FOUND 112" REBAR WITH YELLOW PLASTIC CAP STAMPED "HSA PLS 29282" AT NW PROPERTY CORNER. ELEVATION = 39.68 FEET. SUR VEYOR'S NO TES 1. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT FILE NO. 4209-3232651 DATED APRIL 22, 2019. IN PREPARING THIS MAP, D.R. STRONG CONSULTING ENGINEERS INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS D.R. STRONG CONSULTING ENGINEERS INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY REFERENCED FIRST TITLE INSURANCE COMPANY COMMITMENT. D.R. STRONG CONSULTING ENGINEERS INC. HAS RELIED WHOLLY ON FIRST AMERICAN TITLE COMPANY REPRESENTATIONS OF THE TITLES CONDITION TO PREPARE THIS SURVEY AND THEREFORE D.R. STRONG CONSULTING ENGINEERS INC. QUALIFIES THE MAPS ACCURACY AND COMPLETENESS TO THAT EXTENT. 2. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON JULY 14, 2020. ALL SURVEY CONTROL INDICATED AS 'FOUND" WAS RECOVERED FOR THIS PROJECT IN AUGUST, 2019, AND JULY 2020 J. PROPERTY AREA = 6,005t SQUARE FEET (0.1379t ACRES). 4. ALL DISTANCES ARE IN FEET. 5. THIS /S A COMBINED FIELD TRAVERSE AND GLOBAL POSITIONING SYSTEM SURVEY. A TRIMBLE ONE SECOND COMBINED ELECTRONIC TOTAL STATION AND A LEICA SERIES 1200 GLOBAL POSITIONING SYSTEM WERE USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. ALL MEASURING INSTRUMENTS AND EQUIPMENT ARE MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 6. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE ARE SHOWN HEREON. UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN SURFACE UTILITY LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. D.R. STRONG CONSULTING ENGINEERS INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS. 7. CONTOUR INTERVAL = 1 FOOT. CONTOURS SHOWN ARE PRODUCED FROM A DIGITAL TERRAIN MODEL DERIVED FROM DIRECT FIELD OBSERVATIONS OBTAINED DURING THE COURSE OF THE FIELD TRAVERSE SURVEY. CONTOUR ACCURACY COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS (AT LEAST 90 PERCENT OF THE ELEVATIONS ACCURATE WITHIN ONE-HALF THE CONTOUR INTERVAL). 8. THE TOPOGRAPHIC ELEMENTS SHOWN ON THIS MAP ARE INTENDED FOR USE IN ENGINEERING DESIGN. NORTH GRAPHIC SCALE 0 20' 40' 80, 1 INCH = 40 FT. AOX%k pRC TY OF RENTON Planning/Building/Public Works Dept. AS -BUILT NO AS -BUILT INFORMATON ON THIS SHEET. I CER77FY 774AT 774E INFORMATON SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVARONS, DEP774S, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXIS77NG FIELD COND177ONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 912412025. - R-417602 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BASSANO MULTI -FAMILY TOPOGRAPHY MAP 117 WELLS AVENUE S RENTON WASHINGTON 98057 DATE: 11.20.20 PAGE: C2 12 2020 DRS PROJECT NO. 20070 P J CD G O z Q U) Cn a m Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) LEGEND: ® FOUND MONUMENT AS NOTED O FOUND CORNER MONUMENT AS NOTED h' PROPERTY LINE P.C. PROPERTY CORNER —u— ROAD SIGNAGE ® POWER JUNCTION BOX, SIZE VARIES CABLE JUNCTION BOX, SIZE VARIES El TELEPHONE JUNCTION BOX, SIZE VARIES ¢ LIGHT POLE WITH ARM ® WATER METER �Q WA TER VAL VE FIRE HYDRANT ® STORM DRAIN CATCH BASIN STORM DRAIN MANHOLE SANITARY SEWER MANHOLE O TELEPHONE MANHOLE WDF WOOD FENCE CLF CHAINLINK FENCE o DECIDUOUS TREE EVERGREEN TREE SANITARY SEWER LINE — — — — STORM LINE UNDERGROUND POWER UNDERGROUND WA TER G — UNDERGROUND GAS UNDERGROUND TELEPHONE UNDERGROUND CABLE EDGE OF PA VEMEN T FENCE CONCRETE TESC LEGEND: CL CONSTRUCTION LIMITS SF REINFORCED SIL T FENCE DC DUST CONTROL MU MULCHING, MATTING, & COMPOST BLANKETS OINLET PROTECTION PS PERMANENT SEEDING AND PLANTING SS STREET SWEEPING & VACUUMING 1r ►6 NW 1/4 SECTION 17, TOWNSHIP 23 N, RANGE 5 W, W.M. BA SSA NO MUL TI=FA MIL Y FOUND 1 /2" REBAR WITH YELLOW PLASTIC CAP STAMPED "HSA PLS 29282" AT P.C. 6'WDF IS 1.9'W. X 0.5N. OF P.C. 5'WDF IS 2.8'W. X 1.0'S. OF P.C. FOUND 1/ 2" REBAR WITH YELLOW PLASTIC CAP STAMPED "CRONES LS 29537" 0.0'E. X 0.1'N. OF P.C. D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 O 425 827 3063 F 425 827 2423 o I I I I 0') I I � FOUND 2" IRON PIPE WITH BIG 0 O CONSTRUCTION SEQUENCE: p NAIL, 0.1 ' W. X 0.1 ' S OF P . C. 1. PRE —CONSTRUCTION MEETING. O a 11 LIMITS OF HALF a 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE STREET GRIND AND II CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). O 6 OVERLAY (TYP.) J. FLAG OR FENCE CLEARING LIMITS. B LD G '" ' r A� 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. SIDEWALK REBUILD TO BE EXTENDED I I Ell 5. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). U 6'CLF TO NEAREST EXPANSION JOINT W 6. CONSTRUCT UTILITIES AND GRADE SITE FOR CONSTRUCTION OF THE TOWNHOUSES. CROSSES I 7. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DA YS N887450 W 0.09 o _ I DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH p , "� I I - ------ EQUIVALENT STRAW W I MULCH, COMPOST, PLASTIC SHEETING UIVAL " I 8. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. -------------- '---------------- MU -----------� Q 9. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. a°. I 10. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE PS I a STABILIZED AND BMPS REMOVED IF APPROPRIATE. I GARAGE /I MISTING CONCRETE DRIVEWAY TO BE a i, USED AS CONSTRUCTION ENTRANCE I � I � I A l BLDG #121 '7 I v IW� SIDEWALK REBUILD TO BE EXTENDED I TO NEAREST EXPANSION JOINT ON a BOTH SIDES OF THE PROPERTY o / I I SAWCUT PER COR I I STD. DTL. 110.1 (TYP.) N I I I I I I II I I I I I I I I I I I I I I II I I I I I I I I I I I I I I I I I I - 0 00 II I I I I -5; 0) I I CO if) I I I I I I SSMH = RIM=41.26 0 CL CHANNEL=34.21 I I I I I I I I I I I I I I o I I I I I ' I I I I I I I I till I I I I I I I I • I I I I I I I l `I - I I I I I f � L—J 0 � 0 0 2 CITY COMMENTS 7.3.24 YLP 08.23.24 YLP SURVEYED: SCALE: DJC VERTICAL: NAVD 1988 3 CITY COMMENTS 9.10.24 YLP 09.19.24 YAP DESIGNED: AS NOTED HORIZONTAL: NAD 1983/1991 4 STORM REVISION DUE TO DUCT BANK CONFLICT YLP 12.13.24 YLP YLP 5 UTILITY REVISION YLP 01.10.25 YLP DRAWN: GLB ONE INCH DATUM 6 UTILITY REVISION YLP 01.24.25 YLP CHECKED: Y� . AT FULL SCALE IF NOT ONE INCH N 0. REVISION BY I DATE AP P R APPROVED: SCALE ACCORDINGLY YLP 1. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DEEMED T NECESSARY BY COR INSPECTOR. 2. COORDINATE WITH NEIGHBORING PROPERTY OWNERS THE REMOVAL OF FENCES AND STRUCTURES. O 3. BAKER TANKS (AS NECESSARY) WILL BE UTILIZED. 4. MEASURES WILL BE PROVIDED TO ENSURE THAT NO RUNOFF FROM THE SITE O SHALL GO TO ADJACENT PROPERTIES EITHER DURING OR AFTER O CONSTRUCTION. 1 5. SILT FENCE WILL BE PROVIDED AT ALL DOWN SLOPES. O 6. IF GROUNDWATER IS ENCOUNTERED DURING EXCAVATION, THEN DE —WATERING N MEASURES ARE TO BE UTILIZED AS NEEDED PER GEOTECHNICAL . RECOMMENDA TIONS. DEWA TERING NO TE: DEWA TERING IS NOT ANTICIPATED FOR THE SITE. SHOULD DEWA TERING CONTROL BE NECESSARY, CONTRACTOR SHALL APPLY FOR A CONSTRUCTION DEWATERING PERMIT WITH CITY OF RENTON IN ORDER TO DISCHARGE TO THE SANITARY SEWER SYSTEM IN WELLS AVENUE S. SIDEWALK CLOSURE NOTE: THE PROJECT IS PROPOSING TO CLOSE THE SIDEWALK ALONG THE FRONTAGE FOR THE LENGTH OF CONSTRUCTION TO ALLOW FOR ADDITIONAL STAGING AREA. SD RIN 8"I NORTH GRAPHIC SCALE 0 10, 20' 40' 1 INCH = 20 FT. • C TY OF RENTON V`R VANIV Planning/Building/Public Works Dept. AS -BUILT NO AS -BUILT INFORMATON ON THIS SHEET. "I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 912412025." J R-417603LL 7 � Q IN COMPLIANCE WITH CITY OF RENTON STANDARDS — BASSANO MULTI -FAMILY TESC PLAN G O z Q Cn DATE: C`� 11.20.20 m FIELDBOOK: PAGE: 117 WELLS AVENUE S C3 RENTON, WASHINGTON 98057 SHEET: 3 OF:20 DRS PROJECT NO. 20070 T r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 2"x2" 14 GAUGE WIRE, OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED - 2' MIN. FILTER FABRIC 11 - 6' MAX. POST SPACING MAY BE INCREASED I I 4"x4" MIN. TRENCH TO 8' IF WIRE BACKING IS USED UI BACKFILL TRENCH WITH NATIVE SOIL OR 3/4" TO 1-1/2" WASHED GRAVEL 2"x4" WOOD POSTS, STEEL FENCE POSTS, OR EQUIVALENT (TYP.) NOTES: 1. CONDITIONS OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MUST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MUST MEET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE. AOS (ASTM D4751) 30-100 SIEVE SIZE (0.60-0.15mm) FOR SILT FILM 50-100 SIEVE SIZE (0.30-0.15mm) FOR OTHER FABRICS WATER PERMITTIVITY (ASTM D4491) 0.02 SEC-' MINIMUM GRAB TENSILE STRENGTH (ASTM D4632) 180 LBS. MIN. FOR EXTRA STRENGTH FABRIC 100 LBS. MIN. FOR STANDARD STRENGTH FABRIC GRAB TENSILE ELONGATION (ASTM D4632) 30% MAX. (WOVEN) ULTRAVIOLET RESISTANCE (ASTM D4355) 70 % MIN. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE 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 4"X4" TRENCH MAY BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE FABRIC IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 2.5. FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOURS WHENEVER POSSIBLE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. 3.2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENT. 3.4. SEDIMENT MUST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) PUBLIC WORKS PRO oCRI : STD. PLAN - 214.00 DEPARTMENT SILT FENCE GAZ 9/28/2018 1 Public Works Administrator DATE )5 :45 AN NW 1/4 SECTION 17, TOWNSHIP 23 N, RANGE 5 W, W.M. BA SSA NO MUL TI=FA MIL Y DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 5" MAX. DRAINAGE GRATE TRIM GRATE FRAME _ C- OVERFLOW BYPASS 1 BELOW INLET GRATE DEVICE SEDIMENT AND DEBRIS 'f U FILTERED WATER SECTION VIEW DRAINAGE GRATE (RECTANGULAR GRATE SHOWN) RETRIEVAL SYSTEM ITYP. OVERFLOW BYPASS (TYP.) BELOW INLET GRATE DEVICE ISOMETRIC VIEW NOTES: 1. PROTECTION SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. 2. INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM. 3. THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE. 4. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORMWATER STRUCTURE IT WILL SERVICE. 5. THE BIGD SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 6. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. 7. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15). 8. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 216,30 a, .} PUBLIC WORKS APPR ED: DEPARTMENT CATCH BASIN INSERT GAZ 9/28/2018 Public Works Administrator DATE 2 CITY COMMENTS 7.3.24 D.R. STRONG 3 CITY COMMENTS 9.10.24 CONSUL TING ENGINEERS 4 STORM REVISION DUE TO DUCT BANK CONFLICT ENGINEERS PLANNERS SURVEYORS 5 UTILITY REVISION 6 UTILITY REVISION 620 - 7th AVENUE KIRKLAND, WA 98033 0425.8273063 F 425.827.2423 NO. REVISION YLP 08.23.241 YLP SURVEYED: DJC YLP 09.19.24 YLP DESIGNED: YLP YLP 12.13.24 YLP YLP 01.10.25 YLP DRAWN: GLIB YLP 01.24.25 YLP CHECKED: YLP BY DATE APPR APPROVE SCALE: :45 Al' DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE EROSION AND SEDIMENT CONTROL (ESC) PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE ESC STANDARD PLAN NOTES. 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANTS CONTRACTOR. 2. THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT. 3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST -PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS. 4. THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 5. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK -OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE. 6. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF -SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON -SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS. 7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS 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. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON -SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT. 8. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY. 9. THE ESC BMPS 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 APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS 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 APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 10. APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER FACILITIES. 11. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM. 13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY. 14. ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 15. THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY. 16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 213 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 18. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 19. AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON -SITE BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. 20. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT -LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON -SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST. 22. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 268.00 PRI% PUBLIC WORKS EROSION AND SEDIMENT CONTROL PER ° DEPARTMENT GAZ 9/28/2018 1 STANDARD PLAN NOTES Public Works Administrator DATE VERTICAL: NAVD 1988 AS NOTED HORIZONTAL: NAD 1983/1991 ONE INCH DATUM AT FULL SCALE DATUM IF NOT ONE INCH SCALE ACCORDINGLY Aolt& pRC TY OF RENTON Planning/Building/Public Works Dept. AS -BUILT :45 AN NO AS -BUILT INFORMA71ON ON THIS SHEET. "I CER77FY THAT 7HE INFORMA77ON SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCA77ONS, ELEVATIONS, DEP7HS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXIS77NG FIELD COND177ONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE. • 912412025." R-417604 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BASSANO MULTI -FAMILY TESC DETAILS AND NOTES 117 WELLS AVENUE S RENTON WASHINGTON 00057 DATE: 11.20.20 PAGE: C4 1 4 20 DRS PROJECT NO. 20070 06 09 CV U om J 73 O Z Q U) C0 W COQ0 r.'_ ~ r � N C4 Lj z CO T O w LEGEND: WDF CLF 0 FOUND MONUMENT AS NOTED FOUND CORNER MONUMENT AS NOTED PROPERTY LINE PROPERTY CORNER ROAD SIGNAGE POWER JUNCTION BOX, SIZE VARIES CABLE JUNCTION BOX, SIZE VARIES TELEPHONE JUNCTION BOX, SIZE VARIES LIGHT POLE WITH ARM WATER METER WATER VALVE FIRE HYDRANT STORM DRAIN CATCH BASIN STORM DRAIN MANHOLE SANITARY SEWER MANHOLE TELEPHONE MANHOLE WOOD FENCE CHAINLINK FENCE DECIDUOUS TREE EVERGREEN TREE SANITARY SEWER LINE STORM LINE P UNDERGROUND POWER - W UNDERGROUND WA TER UNDERGROUND GAS UNDERGROUND TELEPHONE UNDERGROUND CABLE EDGE OF PA VEMEN T FENCE CONCRETE ROOF AND FOOTING DRAIN NOTE: ALL ROOF DOWNSPOUTS AND FOOTING DRAINS WILL BE CONNECTED TO CATCH BASIN 1 VIA THE PROPOSED STORM STUB SHOWN ON THE PLANS. EXISTING SANITARY SEWER SERVICE NOTE: CONDITION OF EXISTING STUB AND SIDE SEWER LATERAL TO BE EVALUATED PRIOR TO CONSTRUCTION AND IF DETERMINED TO BE DEFICIENT WILL REQUIRE REPLACEMENT BACK TO THE MAN. WATER MAIN CONSTRUCTION NOTES: 1. EXISTING WATER SERVICES ALONG WELLS AVENUE S BETWEEN S 2ND STREET AND THE PROJECT SITE SERVED BY THE EXISTING 6" WATER MAIN WILL BE TRANSFERRED TO THE NEW 12" WATER MAIN UPON COMPLETION. THE NEW 12" WATER MAIN MUST BE INSTALLED, TESTED, AND ACCEPTED PRIOR TO TRANSFER OF SERVICES. 2. CITY CREWS WILL COMPLETE THE TRANSFER OF SERVICES INCLUDING INSTALLATION OF NEW SERVICE LINES, METER SETTER/BOXES, AND RESTORATION OF STREET CROSSINGS ASSOCIATED WITH THE NEW SERVICE LINES. CONTRACTOR IS RESPONSIBLE FOR STREET RESTORATION ASSOCIATED WITH THE WATER MAIN CONSTRUCTION. J. SERVICES WILL BE TRANSFERRED FOR THE FOLLOWING PARCELS: 7231501090 (126 WELLS AVE S), 7231502020 (123 WELLS AVE S), 0007200085 (122 WELLS AVE S), 0007200091 (118 WELLS AVE S). 4. CITY CREWS WILL ABANDON THE EXISTING 6" WATER MAIN FOLLOWING THE TRANSFER OF SERVICES TO THE NEW 12" WATER MAIN. 5. ALL FITTINGS AND VALVES WITH MECHANICAL JOINT (MJ) END(S) SHALL HAVE A WEDGE -TYPE RETAINER GLAND EQUAL TO MEGALUG SERIES 1100. 6. CONCRETE THRUST BLOCKS REQUIRED ON ALL FITTINGS PER COR STANDARD PLANS 330.2 AND 330.3. 7 CONTRACTOR TO POTHOLE ALL UTILITY CROSSINGS TO IDENTIFY CONFLICTS WITH NEW WATER MAIN PRIOR TO CONSTRUCTION. CONTRACTOR TO PROMPTLY NOTIFY CITY OF ANY CONFLICTS. 8. CONTRACTOR TO POTHOLE EXISTING SIDE SEWERS CROSSING NEW WATER MAIN PRIOR TO BEGINNING CONSTRUCTION OF WATER MAIN. DEPTH AND ELEVATION AT THE TOP OF SIDE SEWER AND AVAILABLE CLEARANCE TO NEW WATER MAIN SHALL BE PROVIDED TO CITY. IF AVAILABLE CLEARANCE IS LESS THAN 18 INCHES BUT GREATER THAN 6 INCHES, WATER MAIN SHALL BE INSTALLED WITH CDF PIPE ENCASEMENT EXTENDING 10' ON BOTH SIDES OF CROSSING. IF AVAILABLE CLEARANCE TO NEW WATER MAIN IS LESS THAN 6 INCHES, SIDE SEWER SHALL BE REPLACED TO PROVIDE 18 INCHES OF CLEARANCE FROM NEW WATER MAIN IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 406.1 IF SIDE SEWER REPLACEMENT IS REQUIRED, CONTRACTOR SHALL SUBMIT A DESIGN OF THE NEW SIDE SEWER TO THE CITY FOR APPROVAL PRIOR TO CONSTRUCTION. 9. WITH 90' BEND EXISTING 6" LINE WILL BE DECOMMISSIONED. THRUST BLOCK WILL LIKELY EXTEND INTO SIDEWALK AREA AND MAY REQUIRE REMOVAL OF CURB/GUTTER/SIDEWALK FOR INSTALLATION. PROVIDE APPLICABLE NOTES AND DETAILS ON HOW THIS AREA WILL BE CONSTRUCTED. AS -BUILT "l CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXIS77NG FIELD COND177ONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 912412025. IN Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 1r ►5 N W 1/4 SECTION 17, TOWNSHIP 23 N, RANGE 5 W, BA SSA NO MUL fl ML y I ':�'I NEW 4" DDCV FIRE SPRINKLER ASSEMBLY W STANDPIPE OUTS/DE CONNEC77ON PER STD. COR PLAN 370.3 NEW 1.5" WATER SERVICE AND PLANTER (SEE DETAIL SHEET C13) WA7ER METER W DCVi4 LIMITS OF HALF BEHIND METER PER STREET GRIND AND COR STD. DTL. 320.2 & 340.8 I OVERLAY (TYP.) (SEE DETAIL SHEET C11) 11 LF 120 DI I ' o I► N8824 50 W 120.09' A ---- - ---- -- CB 1, TYPE 1----- _---------�- PROPOSED STA. 2+70.67, 19.05' L p UNCOVERED MUL TI-FAMIL Y RIM 39.67 STRUCTURE 8" /E OUT 37.48 (E) �O� _ -j BALCONY (TYP.) CB 3, TYPE 1 LOWER FF = 40.00' STA. 10+05.04, 0.00' R "� , RIM 4a28 58 LF 6" PVC SEWER 6" /E /N 36.75 (W) 10+ STUB 0 2.00X MIN. SLOPE A 1 q� 3 /E OUT 39.82 (E) GRADE COVERED R/ WAY a 3" IE OUT 39.76 (E) 2 PROPOSED YARD DRAIN *1/CH WILL _ CONNECT TO 7HE EXIS77NG SEWER MAIN ° a LOW POINT EL. 0 RIM = 39.75 ° . ° a 6" PVC STORM STUB °E�° )OF LINE FOR OVERHANG N882452"W 120.10' OVER DRIVEWAY ACCESS 15 LF TRENCH DRA/N TO TO RESIDENCES COLLECT RUN-OFF FROM UNCOVERED DRIVEWAY AREA D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 O 425 827 3063 F 425 827 2423 BE PROVIDED1 AT THIS CB TO EXIS77NG 6" PVC SANITARY SEWER (SEE DETAIL SHEET C10) STUB; CONTRACTOR TO VERIFY /E OF EXISTING STUB AND ENGINEER TO VERIFY SLOPE WILL MEET MIN/MUM STANDARDS SSCO TYR INSTALL 1' SERVICE LINE WITH SINGLE /" IRRIGA77ON METER AND DCVA ASSEMBLY BEHIND METER (COR STD PLAN 320.1 & 340.8) 2.5' x 3' WATER EASEMENT EX/S77NG 29 LF 6" PVC SEWER STUB ALL ON SI TE 1-12 STA'GAVAL AS-BUIL TS SHOWN I ON SHEET C7 EASEMENT --32 LF 8" D.l. , 0 1.03% (P3) 12' PROPOSED SIDEWALK Wlq T i 2.75' R. 0. W. DEDICA TION -(/I W1I11ifI11 \f i i i I I I i � I I o I I o � I I N I I I I I R I I f7.8' W.M. STA. 3+01.04' 5.5' R 1-12 x6 TEE FLxFL 1-6" GATE VALVE (FLxM✓) 1-12" GATE VAL VE ( M_I)J) 1-12" ADAPTER (FLxM✓) W/ CONCRETE THRUST BLOCKING 1-12" PIPE SPOOL 1-12" POLYP/G STATION PER STD. PLAN NO 300.7 SHACKLE TEE, VALVE TO DEAD MAN BLOCK (SEE SHEET C12) (INSTALL DEADMAN BLOCK TO RESTRAINT VALVE AND 7EE) STA. 3+01.06' 17.95' R CUT /N CONNEC77ON BY CITY FORCES TO USE CUT /N 7EE W/ TWO VALVES PER COR STD. PLAN 300.2 (SEE SHEET C11). 1-6 x6" 7EE (FLxFL) W/ CONCRETE 7HRUST BLOCKING 2-6" GATE VALVES (FLxM✓) 3-6" D/ SPOOL (LF AS REQ.) 3-6" SOLID SLEEVE (M✓) (INSTALL DEAD MAN BLOCK AND END CAP RON EXIS77NG 6- WA7E ESTRAIN NEW 90 BEND) R MAIN TO i 12 LF 6" D/ CL. 52 W SOLID SLEEVE _STA. 2+90.44; 5.5' R 1-6 x12 7EE M✓xFL W1 CONCRETE BLOCK/N 1-6" GATE VALVE (FLxM✓) 1-DDCV FIRE SPRINKLER ASS'Y PER COR STD. 0+ 9.04 PLAN 350.3 AND 370.3 (SEE DETAIL SHEET C13) \W RV/ /N TO BE CONNECTED TO NEW 12" WATER MAIN \ CB Z TYPE 1 (SADDLE EXIS77NG STORM MAIN, STA. 2+70.61, 13.41' R RIM 39.77 8" IE /N 37.15 (W) EX. 12" IE /N 36.27 (S) EX. 12 /E OUT 36.27 (N) STA. 2+78.91. 5.50' R 1-6 z12" 7EE (M✓xFL) W/ CONCRETE BLOCKING 1-6" GATE VALVE (FLxMJ) 1-FIRE HYDRANT ASS'Y PER COR S7D. PLAN 3f0.1, =2 AND 310.3 (SEE DETAIL SHEET C12) TO BE CONNECTED TO NEW 12" WATER MAIN 70 BE CONNECTED TO NEW 12" WA7ER MAIN I I I I I i I I I SAWCUT PER COR STD, DTL. 110.1 (SEE DETAIL SHEET C8) I I I ' I I I I I I I I I I o i i EX. 6" WATER MAIN TO o i I BE ABANDONED /N PLACE I � i I ' � I � I , � I i I I I I I i I � I I I I I � I 7 LF 12" D/ CL. 52 I I T. 0+56. 7' 5 5' R 1-12 45' BEND (M✓) W/ I I 1. 0+5 .18 1 , CONCRETE BLOCKING I 1-12" 45- BEND (M✓) W/ 1 CONCRETE BLOCKING :ONN C1TON TO X. 12" CATER MAIN BY CITY FORCES PER COR S7D PLAN 300.4 1-12" SLEEVE (MJ) \I 1-D/ SPOOL (LF AS REQ) INSTALL 12" POLYP/GG/NG STA77ON AT END OF NEW 12" WATER MAIN PER COR LJ S7D PLAN 300.7 REMOVE EX. 6" GATF VALVE AND CAP M✓ EX. 6 WATER MA/N BY CITY FORCES) 3 X F/R HYDRANT s N W I NORTH GRAPHIC SCALE I`� ' 20' 40' 1 INCH = 20 FT. 2 CITY COMMENTS 7.3.24 YLP 08.23.24 YLP SURVEYED: SCALE: DJC VERTICAL: NAVD 1988 3 CITY COMMENTS 9.10.24 YLP 09.19.24 YAP DESIGNED: AS NOTED HORIZONTAL: NAD 1983/1991 4 STORM REVISION DUE TO DUCT BANK CONFLICT YLP 12.13.24 YLP YLP 5 UTILITY REVISION YLP 01.10.25 YLP DRAWN: GLI3 ONE INCH DATUM 6 UTILITY REVISION YLP 01.24.25 YLP CHECKED: Y� . AT FULL SCALE IF NOT ONE INCH APPROVED: SCALE ACCORDINGLY N 0. REVISION BY DATE AP P R YLP A00%k C TY OF RENTON P"R Planning/Building/Public Works Dept. i DRIVEWAY GRADING DETAIL PER COR STD. DTL. 104.3 1' = 10" UTILITY CROSSING TABLE CROSSING NO. E.G. UTILITY BOTTOM OF PIPE TOP OF PIPE CLEARANCE (FT) 0 39.92 12" SD 3718 1.51 12" WA 35.67 0 39.97 8" SD 37.27 2.95 8" WA 34.32 0 39.91 6" WA 35.86 1.57 8" SS 34.29 ® 39.84 6" WA 35.79 1.54 "SS 34.25 0 39.49 12" SD 36.31 1.50 6" WA 34.81 UTILITY CROSSING NOTES: 1. ALL LOCATIONS OF POWER, GAS, AND OTHER DRY UTILITIES SHOWN IN PROFILE ARE APPROXIMATE. 3' OF COVER FROM THE EXISTING GRADE WAS ASSUMED FOR ALL OF THE EXISTING DRY UTILITIES. CONTRACTOR TO POTHOLE ALL EXISTING UTILITIES TO CONFIRM THERE ARE NO CONFLICTS. IF ANY CONFLICTS WITH THE PROPOSED WATER MAIN AND STORM LINE ARE FOUND, EXISTING SERVICES WILL BE RELOCATED SO AS TO PROVIDE THE MINIMUM 1. OF VERTICAL SEPARATION. 2. REQUIRED MINIMUM VERTICAL SEPARATION FOR ALL UTILITES CAN BE FOUND BELOW.• S-417601 W-417601 R-417605 UTILI TY CROSSING ALLOWABLE CLEARANCE UTILITY VERTICAL CLEARANCE NATURAL GAS 12 INCHES ELECTRIC 12 INCHES TELECOMMUNICATIONS 12 INCHES FIBER OPTICS 12 INCHES SANITARY SEWER 18 INCHES STORM DRAINAGE 18 INCHES RECLAIMED WATER 18 INCHES IN COMPLIANCE WITH CITY OF RENTON STANDARDS DATE: BASSANO MULTI -FAMILY 11.20.20 UTILITY, ROAD, AND GRADING PLAN PAGE: OOK: PAGE: 117 WELLS AVENUE S C5 RENTON, WASHINGTON 98057 SHEET: OF: DRS PROJECT NO. 20070 C) N U �Aru`1I M H H J C� G O z Q U) U) a m � � cfl � r � T N N O rye J 73 O z U�) ^ VJ Q m a z L, 20 15 NW 114 SECTION 17, TOWNSHIP 23 N, RANGE 5 W, W.M. BA SSA NO AIUL-, TWAMIL Y O z S C � NEW 1.5" WATER SERVICE NEW 4" DDCV FIRE I n Z Z z I I I AND WA TER METER PER COR i ° --�1 SPRINKLER ASSEMBLY W/ STD. DTL. 320.2 & 340.8 o CA < C O O CONNECTION PER OUTSIDE- m � n N N (SEE DETAIL SHEET C11) -40- - _ l CON PLAN 370.3 C31 CA (� Z Z O I _ INSTALL 1'" SERVICE LINE WITH I (SEE DETAIL SHEET C13) O = Z SINGLE 3/4" IRRIGATION METER AND ___ _/ 'T1 C7 DCVA ASSEMBLY BEHIND METER INSTALL 2-3 4" 11Jj �- '-J- _� (COR STD PLAN 320. 1 & 340.8) SHACKLE RODS FROM 6" STA. 3+01.04; 5.5' R C) CONNECTION TO EX. 12" WATER MAIN BY AGATE VALVE AT MAIN STA. 10+49.27; 30.43' L CITY FORCES PER COR STD Cf)PLAN 300.4 CB 1, TYPE 1 ° ALINE TO FIRE HYDRANT 1-12'X6" TEE FLXF FT11-SLEEVE (MJ) ( L) STA. 2+70.67, 19.05' L ° 4 - 1-DI SPOOL (LF AS REQ) 1-6" GATE VALVE (FLXMJ) n N I INSTALL 12" POL YPIGGING STATION AT _ 39.55 RIM 33-E7z> 1-12" GA TE VALVE (FLXMJ) END OF NEW 12" WATER MAIN PER COR 37.81 8" lE OUT�B� (E)� � Qo 1 ` � 1-12" ADAPTER (FLxMJ) W/ a STD PLAN 300.7 = 3" IN 39 58 (W) CONCRETE THRUST BLOCKING 0 I STA. 0+56. 97' 5.50' R D I S T. S S M H T� - - o>I 11 LF 6" Dl CL. 52 1I 1-12 PIPE SPOOL 3" IN 39.58 (W) '1 1-12" POL YPIG STATION PER < CONC1- 12RETE T BEND BLOCKING W/ S S M H = 3 9 2.21 o LF 12 " Dl CL. 52 i �' �I G G n i 0+00 CONCRETE BLOCKING STD. PLAN NO 300.7 SHACKLE L1 +00 _ _ _ STA. 2-1-67.15 , 5. 5' R 0 I TEE, VALVE TO DEAD MAN - - 1-12 " GATE VALVE (MJxMJ) n 3 4 I BLOCK --------------- - - - - I 2 (rn i 3+00 = = i �40- (INSTALLSEE SHEET C12) DEADMAN BLOCK TO -------------------W>���.I/-.�IRA- - EX. 12 WA TER MAIN - _ _ _ _ � N L - - RES -- - VA VE AND TEE) ---------------------------------- -1 � 12 LF 6" DI CL. 52 7 LF 12" DI CL. 52 1` --- ---1 1 W SOLID SLEEVE - - W LF 8" D.I. @ 0.(P3) I - - ii '-�.- p ----- -- 34 2.82.'r ,rS C P - C,_ I� --- 4 I 1Al ' 1 STA. 3+01.06; 1795' R n1 P gyp_ - �� P C CB 2, TYPE 1 ° A. 10+49.21" 30.43' L ^t 4 _ (SADDLE EXISTING STORM MAIN) PCUTIN _ STA. 2+70.61, 13.41 ' R 4 USE CUT INTEECONNECTION BY TWO I VAL VES PER00 TY FORCES TO �7 I 39.88 RlM� COR STD. PLAN 300.2 (SEE SHEET C11): n , STA. 0+52. 18' 10.29' R 37.73 8" lE IN 3�?a-rr (W) 1-6'X6" TEE (FLXFL) W/ `V n 1-12 "' 45' BEND (MJ) W/ EX 12� IN 38.86 (S) ETA. CONCRETE THRUST BLOCKING O = CONCRETE BLOCKING A. 2+78.91, 5.50' R 2-6" GATE VALVES FLXMJ 00 �7 (� a EX 12" OUT 36.82 (N) ( ) 2 O n REMOVE EX. 6" GATE VALVE AND 1-6'X12" TEE (MJXFL) W/ 3-6" DI SPOOL (LF AS REQ.) z' - O (� CAP MJ) EX. 6" WATER MAIN I CONCRETE BLOCKING 3-6" SOLID SLEEVE (MJ) n � y CA J I (BY CITY FORCES) 1-6" GATE VALVE (FLXMJ) (INSTALL DEAD MAN BLOCK AND END CAP OZ _ 1-FIRE HYDRANT ASS'Y (MJ) ON EXISTING 6" WATER MAIN TO n 00 EX. FIRE HYDRANT I PER COR STD. PLAN RESTRAIN NEW 90' BEND)rM CD N II N I AND (SEE DETAIL2SHEET3) C12 STA. 2+90.44' 5.5' R W U1 y z I I BLOCKING TEE (MJXFL) W/ CONCRETE O 12 LF 12" DI CL. 52 1-6'" GATE VALVE (FLXMJ) 0)O O 1-DDCV FIRE SPRINKLER ASS'Y PER fTl COR STD. PLAN 350.3 AND 370.3 C (SEE DETAIL SHEET C13) ------------------+------ EX. 12' WA TER MAIN -- . 1 ----- 0�--- OF WELLS AVENUE ------------------------------------------------------------1 ---------------------------------------------------------------------------------------------------------------------------------TPN#0007200091 --------------- ------------------------------------------ - APPROXIMA TE LOCATION OF EXISTING UNDERGROUND GAS LINE STA. 0+56.97 5.50' R 1-12" 45' BEND (MJ) W/ CONCRETE BLOCKING -. -. ISTA. 0+52.18, 10,29' R 1-12" 45' BEND (MJ) W/ CONCRETE BLOCKING I I CONNECTION TO EX. 12" WATER MAIN B CITY FORCES PER COR STD PLAN 300.4 1-12" SLEEVE (MJ) 1-DI SPOOL (LF AS REQ) INSTALL 12" POLYPIGGING STATION AT END OF NEW 12" WATER MAIN PER COR STD PLAN 300.7 210 LF 12" DI CL. 52 APPROXIMATE LOCATION OF SS SERVICE FOR TPN#7231501090 OF EXISTING UNDERGROUND POWER LINE PROPOSED LOCATION OF NEW WA SERVICE FOR TPN#0007200085 PROPOSED LOCATION OF L NEW WA IRRIGATION STA. 3+01.04, 5.50' R APPROXIMATE LOCATION SERVICE FOR THIS PROJECT STA. 10+49.27, 30.43' L OF SS SERVICE FOR APPROXIMATE LOCATION OF SS 1-12'X6"' TEE (FLXFL) 1-6" GATE VALVE (FLXMJ) TPN#0007200085 SERVICE FOR TPN#0007200091 1-12" GATE VALVE (FLXMJ) 1-12" ADAPTER (FLxMJ) W/ PROPOSED LOCATION STA. 2+6715, 5.50' RI CONCRETE THRUST BLOCKING OF NEW WA SERVICE 1-12" GATE VALVE (MJxMJ) 1-12" PIPE SPOOL FOR TPN#0007200091 1-12" POL YPIG STATION PER STD. 12" D STORM CROSSI G 0 PLAN NO 300.7 SHACKLE TEE, 1.50' CLEARANCE VALVE TO DEAD MAN BLOCK (SEE SHEET C12) CB 1, TYPE 1 (INSTALL DEADMAN BLOCK TO TA. 2+ 70.67, 1 .05' L RESTRAINT VA VE AND TEE) 39.55 RIM 4�9.c'�z 11 LF 12" DI CL. 52 37.81 8" lE OUT 3748 (E) 34 LF 8'r D. ® 2.82X o (P3) APPROXIMATE LOCATION OF EXISTING UNDERGROUND CB 2, TYPE I POWER LINE (SADDLE EXISTING STORM MAIN) TA. 2+70.61, 1 .41 R 1.54' CLEARANCE 39.86 RIM 39-�� 37.73 8" IE IN (W) STA. 2+90. 44 , 5.50' R 1-6'X12" TEE (MJXFL) W/ CONCRETE BLOCKIA 36.86 EX. 12" lE IN (S) 36.82 EX. 12 " lE OUT (N) 1-6" GATE VALVE (FLXMJ) 1-DDCV FIRE SPRINKLER ASS'Y PER COR STD. 8" PVC SEWER CROSSING 0 PLAN 350.3 AND 370.3 1.57 CLEARANCE (SEE DETAIL SHEET C13) STA. 2+78.91 5.50' j 12 LF 12" DI CL. 52 1-6'X12" TEE (MJXFL) W/ CONCRETE BLOCKING NEW 1.5" WATER SERVICE 1-6" GATE VALVE (FLXMJ) WA TER METER PER AND HYDRANT ASS'Y PER WELL A I/E 310.1, 310.2 AND 310.3 COR STD. DTL. 320.2 AN COP STD. PLAN (SEE DETAIL SHEET C11) (SEE DETAIL SHEET C12) � � I� ^ co � � u� � � tp �1 N of Op �c O N vs ao �o 1 � 1-' 1� 1 .; 1 1 .; o o �o 0 0 0 -0+40 0+00 AS -BUILT "I CER7IFY THAT THE INFORMA77ON SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD COND1710NS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 912412025." Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 15 0+80 1+20 1+60 2+00 2+40 2+80 3+20 2 CITY COMMENTS 7.3.24 YLP 08.23.24 YLP SURVEYED: SCALE: D.R. STRONG 3 CITY COMMENTS 9.10.24 YLP 09.19.24 YAP DJC VERTICAL: NAVD 1988 AS NOTED HORIZONTAL: NAD 1983/1991 CONSUL TING ENGINEERS 4 STORM REVISION DUE TO DUCT BANK CONFLICT YLP 12.13.24 YLP DESIGNED Y� ENGINEERS PLANNERS SURVEYORS 5 UTILITY REVISION YLP 01.10.25 YLP DRAWN: LB ONE INCH �TUM , v 6 UTILITY REVISION YLP 01.24.25 YLP CHECKED: AT FULL SCALE 620 - 71h AVENUE KIRKLAND, WA 98033 I YLP IF NOT ONE INCH O 425.827.3063 F 425.827.2423 N 0. REVISION BY DATE AP P R APPROVED: YLP SCALE ACCORDINGLY 3+60 4+00 35 0 25 20 15 C TY OF RENTON Planning/Building/Public Works Dept. WATER MAIN CONSTRUCTION NOTES.- 1. EXISTING WATER SERVICES ALONG WELLS AVENUE S BETWEEN S 2ND STREET AND THE PROJECT SITE SERVED BY THE EXISTING 6" WATER MAIN WILL BE TRANSFERRED TO THE NEW 12" WATER MAIN UPON COMPLETION. THE NEW 12" WATER MAIN MUST BE INSTALLED, TESTED, AND ACCEPTED PRIOR TO TRANSFER OF SERVICES. 2. CITY CREWS WILL COMPLETE THE TRANSFER OF SERVICES INCLUDING INSTALLATION OF NEW SERVICE LINES, METER SETTER/BOXES, AND RESTORATION OF STREET CROSSINGS ASSOCIATED WITH THE NEW SERVICE LINES. CONTRACTOR IS RESPONSIBLE FOR STREET RESTORATION ASSOCIATED WITH THE WATER MAIN CONSTRUCTION. J. SERVICES WILL BE TRANSFERRED FOR THE FOLLOWING PARCELS: 7231501090 (126 WELLS AVE S), 7231502020 (123 WELLS AVE S), 0007200085 (122 WELLS AVE S), 0007200091 (118 WELLS AVE S). 4. CITY CREWS WILL ABANDON THE EXISTING 6" WATER MAIN FOLLOWING THE TRANSFER OF SERVICES TO THE NEW 12" WATER MAIN. 5. ALL FITTINGS AND VALVES WITH MECHANICAL JOINT (MJ) END(E) SHALL HAVE A WEDGE -TYPE RETAINER GLAND EQUAL TO MEGALUG SERIES 1100. 6. CONCRETE THRUST BLOCKS REQUIRED ON ALL FITTINGS PER COR STANDARD PLANS 330.2 AND 330.3. 7 CONTRACTOR TO POTHOLE ALL UTILITY CROSSINGS TO IDENTIFY CONFLICTS WITH NEW WATER MAIN PRIOR TO CONSTRUCTION. CONTRACTOR TO PROMPTLY NOTIFY CITY OF ANY CONFLICTS. 8. CONTRACTOR TO POTHOLE EXISTING SIDE SEWERS CROSSING NEW WATER MAIN PRIOR TO BEGINNING CONSTRUCTION OF WATER MAIN. DEPTH AND ELEVATION AT THE TOP OF SIDE SEWER AND AVAILABLE CLEARANCE TO NEW WATER MAIN SHALL BE PROVIDED TO CITY. IF AVAILABLE CLEARANCE IS LESS THAN 18 INCHES BUT GREATER THAN 6 INCHES, WATER MAIN SHALL BE INSTALLED WITH CDF PIPE ENCASEMENT EXTENDING 10' ON BOTH SIDES OF CROSSING. IF AVAILABLE CLEARANCE TO NEW WATER MAIN IS LESS THAN 6 INCHES, SIDE SEWER SHALL BE REPLACED TO PROVIDE 18 INCHES OF CLEARANCE FROM NEW WATER MAIN IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 406.1 IF SIDE SEWER REPLACEMENT IS REQUIRED, CONTRACTOR SHALL SUBMIT A DESIGN OF THE NEW SIDE SEWER TO THE CITY FOR APPROVAL PRIOR TO CONSTRUCTION. 9. WITH 90' BEND EXISTING 6" LINE WILL BE DECOMMISSIONED. THRUST BLOCK WILL LIKELY EXTEND INTO SIDEWALK AREA AND MAY REQUIRE REMOVAL OF CURB/GUTTER/SIDEWALK FOR INSTALLATION. PROVIDE APPLICABLE NOTES AND DETAILS ON HOW THIS AREA WILL BE CONSTRUCTED. WATER MAIN CONNECTION BLOW UP DETAIL "X6" TEE (FLXFL) " GATE VALVE (FLXMJ) GATE VALVE (FLXMJ) " PIPE SPOOL POLYPIG STATION PER STD PLAN NO. 3L UTILITY CROSSING TABLE CROSSING NO. E.G. UTILITY BOTTOM OF PIPE TOP OF PIPE CLEARANCE (FT) 0 39.92 12" SD 37.18 1.51 12" WA 35.57 0 39.97 8" SD 37.27 2.95 8" WA 34.32 0 39.91 6" WA 35.86 1.57 8" SS 34.29 ® 39.84 6" WA 35.79 1.54 8" SS 34.25 0 39.49 12" SD 36.31 1.50 6" WA 34.81 UTILITY CROSSING NOTES: 1. ALL LOCATIONS OF POWER, GAS, AND OTHER DRY UTILITIES SHOWN IN PROFILE ARE APPROXIMATE. 3' OF COVER FROM THE EXISTING GRADE WAS ASSUMED FOR ALL OF THE EXISTING DRY UTILITIES. CONTRACTOR TO POTHOLE ALL EXISTING UTILITIES TO CONFIRM THERE ARE NO CONFLICTS. IF ANY CONFLICTS WITH THE PROPOSED WATER MAIN AND STORM LINE ARE FOUND, EXISTING SERVICES WILL BE RELOCATED SO AS TO PROVIDE THE MINIMUM 1' OF VERTICAL SEPARATION. WATER CONNECTION NOTE: 1. DUE TO DIFFERENCES IN ELEVATION BETWEEN THE PROPOSED WATER MAIN AND EXISTING WATER MAIN, ROTATING THE TEES MAY BE NECESSARY IN ORDER TO MAKE THE CUT IN CONNECTION AS PROPOSED. NORTH GRAPHIC SCALE 0 10 20 40 S-417602 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 `I 06 H C) U W-417602 1 INCH = 5 FT. J VERTICAL R-417606 a U_ IN COMPLIANCE WITH CITY OF RENTON STANDARDS J C� G O z Q U) DATE: (n BASSANO MULTI -FAMILY 11.20.20 m WELLS AVENUE PLAN AND PROFILE FIELD PAGE: DRAWING 117 WELLS AVENUE S C6 RENTON, WASHINGTON 98057 SHEET: 6 OF: 20 DRS PROJECT NO. 20070 AS -BUILT r r r "I CERTIFY THAT THE INFORMA77ON SHOWN HEREON WHICH WAS I AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, N N O' ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDI T10NS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE- 912412025. Ld_ Uj ~ UTILITY CROSSING NO TES. J 73 O z Q Cn MQ W 1. ALL LOCATIONS OF POWER, GAS, AND OTHER DRY UTILITIES SHOWN IN PROFILE ARE APPROXIMATE. 3' OF COVER FROM THE EXISTING GRADE WAS ASSUMED FOR ALL OF THE EXISTING DRY UTILITIES. CONTRACTOR TO POTHOLE ALL EXISTING UTILITIES TO CONFIRM THERE ARE NO CONFLICTS. IF ANY CONFLICTS WITH THE PROPOSED WATER MAIN AND STORM LINE ARE FOUND, EXISTING SERVICES WILL BE RELOCATED SO AS TO PROVIDE THE MINIMUM 1' OF VERTICAL SEPARATION. UTILITY CROSSING TABLE CROSSING NO. E.G. UTILITY BOTTOM OF PIPE TOP OF PIPE CLEARANCE (FT) 0 39.92 12" SD 37.18 1.51 12" WA 35.67 0 39.97 8" SO 37.27 2.95 8" WA 34.32 0 39.91 6" WA 35.86 1.57 8" SS 34.29 ® 39.84 6" WA 35.79 1.54 8" SS 34.25 0 39.49 12" SD 36.31 1.50 6" WA 34.81 © 39.70 12" SO 37.35 0.50 4" GAS 36.85 0 40.14 EL DUCT 39.08 0.50 3" SD 39.58 INSTALL 2-3 4" Z//////// SHACKLE RODS FROM 6" GATE VALVE AT MAIN ILINE TO FIRE HYDRANT \ N8824'50"W 120.09' ----------------- - - ------------- CB 1, TYPE 1------� � �! 3" IN 39.58 (W) STA. 2+70.67, 19.05' L 3" IN 39.58 (W) 39.55 RIM 3-E)L 0 3Z81 8" lE OUT (E) --- 2-3" PVC OUTLETS PER CB 3, TYPE 1 DETAIL THIS SHEET STA. 10+05.04, 0.00' R eW 6M IN 38.13 (N) 40.43 RIM -0 - 10+ 6 /N 37.93 (N) 4* IN 37.99 (S) 39.78 3" I OUT (E) 1 4 /N 37.95 (S) 39.78 3" lE OUT -49�Fr (E) a - el a a a ° a a. -- ------ - --------------- - -- 41-------- ,- �,------ 6 a. a a ELECTRICAL DUCT BAN) a. J -------------------- LL/b/A //V/V Ur Lnl� ///VC, ELECTRICAL DUCT BANK (TOP 39.08 AND BOTTOM 36.54); Y MIN. 0.5' CLEARANCE BETWEEN DUCT BANK AND 3" STORM STUBS CB 3, TYPE 1 6" IN M 13 (N) 40.43 RIM 4M IN 37.99 (S) 39.78 3" lE OUT 4 /N 37.95 (S) 39.78 3" lE OUT39� E) FF 40.75 1- - -------------------- NW 1/4 SECTION 17, TOWNSHIP 23 N, RANGE 5 W, W.M. BA SSA NO MUL TI=FA MIL Y 4 _ - - _ I I ❑0 STA. 3+01. 06 , 17. 95' R STA. 10+56.93, 30.47" L a II CUT IN CONNECTION BY CITY FORCES TO a 12 LF 6" DI CL. 52 a11-6"X6" USE CUT IN TEE W/ TWO VALVES PER W/ SOLID SLEEVE I I COR STD. PLAN 300.2 (SEE SHEET C11): II II TEE (FLXFL) W/ 0 CONCRETE THRUST BLOCKING 2-6" GATE VALVES (FLXMJ) W �nr- 3-6" DI SPOOL (LF AS REQ.) 3-6" SOLID SLEEVE (MJ) 5 (INSTALL DEAD MAN BLOCK AND END CAP (MJ) ON EXISTING 6" WATER MAIN TO ** I \ i -_- _-_ RESTRAIN NEW 90- BEND) u 6'� Dl CL. 52 J i Q / STA. 3+01. 04 , 5.50' R - - STA. 10+49.27, 30.43" L i a 4 1-12'X6" TEE (FLXFL) 1-6" GATE VALVE (FLXMJ) 1-12" GATE VALVE (FLXMJ) _____ _____ _ __ _ �I� 8 LF 'r D�CL 1-12" ADAPTER (FLxMJ) W/ CONCRETE THRUST BLOCKING 152 6 ` 2 - + 9.04 1-12 PIPE SPOOL j- 1-12" POLYPIG STATION PER STD. 34�'tiLF 8" D. r-- - PLAN NO 300.7 SHACKLE TEE, VALVE a �© (P3) TO DEAD MAN BLOCK (SEE SHEET C12) (INSTALL DEADMAN BLOCK TO l 8 L 82�:, RESTRAINT VALVE AND TEE) CB 2, TYPE 1 a III (SADDLE EXISTING STORM MAIN) - I I STA. 2+70.61, 13.41' R RIM 39iz 39.86 8" lE IN (W) 37.73 I III ' EX. 12" lE IN -_4 (S) 36.86 EX. 12 /E OUT(N) 36.82 I I 4 I I I I IIII I I 2-3" PVC OUTLETS @ 2.0 FG © CENTERLINE OF PROPOSED STORM LINE 3" lE OUT 71 :. 39.58 3" lE OUT 359- 39.58 MATCH FLOW LINE ELEVATION EG @ CENTERLINE OF PROPOSED STORM LINE 34.- �'zLF 8" D.I. --------- - --- -- @ P3 45 FG PROFILE RIM 40.25 lE 39.75 6" PVC SEWER STUB @ 3.5% VIC BOTTOM OF DUCT TOP OF SIDE BANK 36.40 or SEWER 35.20 1.2' CLEARANCE CB 1, TYPE 1 STA. 3+01. 06 , 17. 95' R STA. 2+ 0.67, 19.05' L STA. 10+56.93, 30.47' L 39.55 RIM 3z CUT IN CONNECTION BY CITY FORCES TO USE CUT IN TEE W/ TWO VAL VES PER 37.81 8" lE (E) COR STD. PLAN 300.2 (SEE SHEET C11): �UT 1- 6 "X6 " TEE (FLXFL) W/ ©EX. 4" GAS MAIN CROSSING CONCRETE THRUST BLOCKING 30 3-0 0.50' CLEARANCE 2-6" GATE VALVES (FLXMJ) 3-6" DI SPOOL (LF AS REQ.) 2 3-6" SOLID SLEEVE (MJ) O EX. 8" SEWER CROSSING 2.95' CLEARANCE (INSTALL DEAD MAN BLOCK AND END CAP (MJ) ON 12" DI WATER CROSSIN 0 EXISTING 6" WATER MAIN TO RESTRAIN NEW 90' BEND) 1.50' EARANCE LF 6" DI CL. 52 25 STA. 3+01.04; 10.29' R W 0. � SOLID SLEEVE STA. 10+49.27, 30.4,3 L 1-12"X6" TEE (FLXFL) 50 X. 12" PVC ST RM CROSSING 1-6" GATE VALVE (FLXMJ) 1.5 ' CLEARANCE 1-12" GATE VALVE (FLXMJ) CB T, TYPE 1 1-12" ADAPTER (FLxMJ) W/ (SA DLE EXISTING STORM MAIN) CONCRETE THRUST BLOCKING STA. 2+70.61, 13.41' R 39.86 1-12" PI20 1-12" POLYPIG ST TIONPPERPSO DL 8" 20 8 / IN �.r W 37.73 PLAN NO 300.7 SHACKLE TEE, VALVE EX. 12" lE IN (S) 36.86 TO DEAD MAN BLOCK (SEE SHEET C12) (INSTALL DEADMAN BLOCK TO EX. 12 /E OUT (N) 36.82 RESTRAINT VALVE AND TEE) PROPOSED STOP?M LINE Cv c0 IN o N 9+00 9+20 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 9+60 10+00 �5 MIN 10+40 2 D.R. STRONG 3 CONSUL TING ENGINEERS 4 ENGINEERS PLANNERS SURVEYORS 5 s 620 - 7th AVENUE KIRKLAND, WA 98033 0425.8273063 F 425.827.2423 N 10+80 11+20 ELECTRICAL DUCT BANK (TOP 39.08 AND BOTTOM 36.34); Y MIN. 0.5' CLEARANCE BETWEEN DUCT BANK AND 3" STORM STUBS CITY COMMENTS 7.3.24 CITY COMMENTS 9.10.24 STORM REVISION DUE TO DUCT BANK CONFLICT UTILITY REVISION UTILITY REVISION REVISION EX. 4" GAS MAIN 0.50' CLEARANCE ------------ 25 STA. 2+78.91 ; 5.50' R 1-6"x12" TEE (MJxFL) W/ CONCRETE BLOCKING 1-6" GATE VALVE (FLxMJ) 1-FIRE HYDRANT ASS'Y PER COR STD. PLAN 310.1, 310.2 AND 310.3 (SEE DETAIL SHEET C12) 20 INSTALL 2-3/4" SHACKLE RODS FROM 6" GATE VALVE AT MAIN LINE TO FIRE HYDRANT FIRE H KDRAN T cV ^ o h o O N 0 0 0i o p o O 10+00 10+40 10+80 30 25 20 ELECTRICAL DUCT BANK (TOP 39.08 AND BOTTOM 36.34); MIN. 0.5' CLEARANCE BETWEEN DUCT BANK AND 6" FIRE LINE 45 EX. 4" GAS MAIN 0.50' CLEARANCE NEW 4" DDCV FIRE SPRINKLER ASSEMBLY W/ STANDPIPE OUTSIDE CONNECTION PER STD. COR PLAN 370.3 (SEE DETAIL SHEET C13) STA. 2+90.44, 5.5' R 1-6"x12" TEE (MJxFL) W/ CONCRETE BLOCKING 1-6" GATE VALVE (FLxMJ) 1-DDCV FIRE SPRINKLER ASS'Y PER COR STD. PLAN 550.5 AND 370.3 (SEE DETAIL SHEET C13) FIRE VA UL T og �� og og 10+00 10+40 YLP 08.23.241 YLP SURVEYED: SCALE: DJC AS NOTED YLP 09.19.24 YLP DESIGNED: YLP YLP 12.13.24 YLP YLP 01.10.25 YLP DRAWN: GLI3 ONE INCH YLP 01.24.25 YLP CHECKED: AT AT FULL SCALE IF NOT ONE INCH BY DATE APPR SCALE ACCORDINGLY APPROVED: 35 25 20 10+80 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM * • y A •A �. 1 �1 I Id J. J �a I• I• r • A . 1 I IN4 '• ri t + I y AI 1 I .� 1 • 1, I•�+i 3 CEMENT CONC. ` d. •� 1 1 �•I • d � I + I I a I i • II ' . • • . SDEWALK*I • I i I F. I I A I *� a •*• +�# y 1 1 � *•I •I f I• 14 .1 I I I ar I• • t yi IP SENT ffW TRAFFIC CLIMB AND CUTTER ROOF DRAIN DETAIL ------------------------------------- INTO` ------------- --------------------------------------- X 2" SO WIREMESH 3" SCH 40 PVC qw skd Z 6" 12" ft_�m SECTION A 2' - #4 REBAR CENTERED OVER DRAIN FACE OF CURB • • e • i t 1 PLACE DRAIN FLUSH NTH FLOW LINE SECTION B CURB DRAIN DETAIL: NORTH GRAPHIC SCALE 0 10 20 40 I 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT VERTICAL PRIPC TY OF RENTON Planning/Building/Public Works Dept. S-417603 W-417603 >_ R-417607 Q LL IN COMPLIANCE WITH CITY OF RENTON STANDARDS G O z Q U) DATE: v BASSANO MULTI -FAMILY FIELD11.20.20 m PROPOSED STORM LINE PLAN AND PROFILE PAGE: DRAWING 117 WELLS AVENUE S C7 RENTON, WASHINGTON 98057 SHEET: OF:20 DRS PROJECT NO. 20070 LJ Ld z L, ,EXISTING ASPHALT PAVEMENT SAWCUT (SEE NOTE 2) ARTERIAL STREET_ MINIMUM 7" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK RESIDENTIAL STREET MiNiMI)M 4" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK 20 MIN. (SEE NOTE 2) NOTES: 1. MUST MATCH EXISTING THICKNESS IF GREATER. 2, SAWCUT SHALL BE POSITIONED 1' — 0" BEYOND EDGE OF DAMAGED PAVEMENT. 3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT 'THE GUTTER FACE. SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS. NEW CURB & GUTTER M. PLAN — 103 PUBLIC WORKS CURB AND GUTTER \ PPRO D: + S*aRS DEPARTMENT REPLACEMENT DETAIL Z O15ATE AS -BUILT NO AS —BOIL T INFORMA 71ON ON THIS SHEET. "I CERTIFY THAT 7HE INFORMA77ON SHOWN HEREON WHICH WAS AS —BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS —BUILT COMMENTS, ACCURATELY REFLECTB EXIS77NG FIELD COND177ONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 912412025." r1 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) )5 D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 0425.8273063 F 425.827.2423 NW 1/4 SECTION 17, TOWNSHIP 23 N, RANGE 5 W, W.M. BA SSA NO MUL TI=FA MIL Y BD TEMtVICLUDESSIDEWAIXIIA P5i 6 MIN VAR'F<S ISEE NOTE 7i _ 6 (SEE NOrE a,_ _' _ (SEE NOTE 84 DRIVEWAY REDUBIEO 3II EAPANSDN JOINT 07& 1 CE (SEE STD PUN 1171 CD SC 7 0 z SEE NOT[ S W NI \ z � g N � m V SEE NOTE 1 CEAIF NT CONCRETE J RA'. 1P WIT" 1M 1V B CURB 8 GUfrf3 SLOPE ITYP.1 'SEE NOTE ]I 38' CONTRACTION JOINT (TYP 1 (SEE STD PUN 1121 PLAN VIEW REM ACRETE EWALK vATDEs ISEE Np1E 1�! w A],. f.UR SEE MOTE 8 iTYP, •I 6• MIN -- 6• MR! CEAENT CONCRETE 6' AKN pEPREBSED ;.uRe S GuTTER 58] Nl C ].8' EAPAASJON JOINT (TYP 1 ISEE NOTE 11 \ SECTION O .SEE STO. PUN 107, �\ - 112 Rjh• - SIOEWMK WIDM-I 10\ DIFFERENCE IN SLOPE PARR DRIVEWAY W'h�ITNE SLOPE ISIOPE SNOwNE%AO.ERATE01 DRIVEWAY / 8 W L • ,•! ORrJEwAY W RELATIVE SE IN O NEGAINE SLOPEr80PE- - SNOW01E%AGGE TE(I ' i - I CEMENT CONCRE'E SIDEWALK v~ O� s® PUBLIC WORK ,PFIVT�� DEPARTMENT CEMENT CONCRETE CURB 8 GUI TER (Me NOTE ]) TYPE R1El - ISOMETRIC VIEW (RESIDENTIAL WiTH BUFFER( CEMENT CONCRETE DRIVEWAY ENTRANCE - TYPE RIB For NOTES STD PLAN 104.2 STD. PLAN — 104.3 Gregg Zimmerman, Pubilc Works Administrator C E!.IENT CONCZr-TE - SI7EWALl iq I 4g ti i DEPRESSED MONOUT-I C CURB 8 GUTTER (SEE DETAIL INS SHEEn TYPE C2B - ISOMETRIC VIEW (COMMERCIA. , WITH BUFFER) CEMENT CONCRETE CURB d GUTTER (SEE NOTE 3) NOTES 1 When a driveway width exceeds 15 fee:, construct a full depth expansion Joint with 318' )olnt filler elorig the driveway lane lines FACE OFCURe (seo std. plan 102). Construct expansion Joints parallel with the aEE.c; SEE DEFRESSED CR .R OF-TAR cen:allne as required at 15' maximum spacing when driveway CONTRACTIONJONT aTAr oNT-ns"_Fi widths exceed39. STOPLAN1fII aTr>:. r ROACWAY 2. See std. plan 102 for sidewalk details 3. Curb and gutter shown, other curb designs may be specified. 1 See std. plan 101 for curb details . • • tl 4. Not used — r-r t•-r 5. The engineer will design all driveways to Include elevations at all Noce: DF11VE"r L oNcnuDwAi EXPANSION points marked with symbol "X'. All elevations we at the back of JDftta NDLIIIIIIAL9E C CFLP RB A, curb top on uphill side. DEPRESSED MONOLRHtC CURB 8 OUTIER CETAII 6 Not used 7 For Driveway Widths see DRIVEWAY STANDARDS (See NOTE 10). The expansion joints (see s d plan 102) shall be spaced as shown In the corresponding Isome'ttc view. 8 Slopes shall comply with sections R303.2.1 or R303.2.2 or _ FACE OF ADJACENT CURB R303.2.3 of the Revised Draft Guidelines for Accessible Public 1• Rights -of -Way, of November 23, 2005 (PROWAO). r �• 9. Curb returns for any Type C-MAX Driveway may be approved on I a case-bycase basis 1•R = CiIITTER SURFACE ° 1�t. /t 12 STREET STANDARDS = Renton Municipal Code (RMC) Title IV Development Regulations CHAPTER 6 STREET AND UTILITY STANDARDS Section 4-6160STREETSTANDARDS DEPRESSED CURB DETAIL AT RES IDE NT IAI- OR COMMERGAL DR) VEWAYS, AND ALLEYS DRIVEWAY STANDARDS =Renton Municipal Code (RMC) Title IV Development Regulations Ddvv 9y Example. TYPE C1B G CHAPTER 4 R-Resldent* ConetTwaW - J CITY-WIDE PROPERTY DEVELOPMENT STANDARDS Nuntberof Lana, Section 4•-4-M PARKING, LOADING AND DRIVEWAY (' '' LanaCDLnlrfaaq REGULATIONS 6-BurtBr(PYTAkp8lrlp) BarcNoBurtlr — cJ PUBLIC WORKS CEMENT CONCRETE DRIVEWAY SM PLAN — 1042 DEPARTMENT ENTRANCES - NOTES AND DETAILS 2 CITY COMMENTS 7.3.24 YLP 08.23.24 YLP SURVEYED: SCALE: DJC VERTICAL: NAVD 1988 3 CITY COMMENTS 9.10.24 YLP 09.19.24 YLP DESIGNED: AS NOTED HORIZONTAL: NAD 1983/1991 4 STORM REVISION DUE TO DUCT BANK CONFLICT YLP 12.13.24 YLP YLP 5 UTILITY REVISION YLP 01.10.25 YLP DRAWN: GLB ONE INCH LEI e�e Y Y� 6 UTILITY REVISION YLP 01.24.25 YLP CHECKED:a v AT FULL SCALE IF NOT ONE INCH N 0. REVISION BY I DATE I AP P R APPROVED: SCALE ACCORDINGLY YLP • pj� C TY OF RENTON Planning/Building/Public Works Dept. C) U J R-417608 � Q IN COMPLIANCE WITH CITY OF RENTON STANDARDS - BASSANO MULTI -FAMILY STANDARD ROAD DETAILS AND NOTES J C� G O z Q U) DATE: v n 11.20.20 m FIELDBOOK: PAGE: 117 WELLS AVENUE S C8 RENTON, WASHINGTON 98057 SHEET: 8 OF:20 DRS PROJECT NO. 20070 T I LU DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 S•• 11-11 2", 4", 6", 12", OR 24" ONE #3 BAR HOOP FOR 6" HEIGHT INCREMENT (SPACED EQUALLY), SEE NOTE 1 RECTANGULAR ADJUSTMENT SECTION PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR PLAIN CONCRETE 12" ALL METAL PIPE 15" CPSSP", 12" STD. SPEC. 9-05.20 SOLID WALL PVC, STD. SPEC. 9-05.12(1) 15" PROFILE WALL PVC, STD. SPEC. 9-05.12(2) 15 CORRUGATED POLYETHYLENE STORM SEWER PIPE sFFN2,, NOTES: ESQ'(0 Or�6 1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN / IN THE PRECAST BASE SECTION, FIBERS (PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION I OF MESH HAVING A ILBE TH INCHES PER FOOT HALRE 0.112 SQUARER USED WINIMUM h tJ` M THE MINIMUM REQUIRED REBAR SHOWN IN THE / I ALTERNATIVE PRECAST BASE SECTION. WIRE MESH SHALL NOT BE PLACED IN THE KNOCKOUTS. AS AN v ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN I THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH #3 BAR EACH CORNER HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. z_ / 2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER ` THAN 20". KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5" 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 #3 BAR EACH SIDE STANDARD SPECIFICATION 9-04.3. 3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO "v THE LOWEST PIPE INVERT SHALL BE 5 FEET. #3 BAR EACH WAY 4. THE FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DOWN. PRECAST BASE SECTION 5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE OF 1H:24V OR STEEPER. #3 BAR HOOP 6. THE OPENING SHALL BE MEASURED AT THE TOP OF THE / PRECAST BASE SECTION. / I 7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE INLET HAS BEEN PLACED. USE GROUT TYPE 2 FOR #3 BAR EACH NON -SHRINK APPLICATIONS IN ACCORDANCE WITH / CORNER 18" MIN. STANDARD SPECIFICATION 9-20.3(2). 8. ALL GRADE RINGS AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. THEN APPLY MORTAR TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, RISERS, AND FRAMES. 9. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 10. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND SEE NOTE 1 REMAIN VISIBLE UPON COMPLETION. ALTERNATIVE PRECAST BASE SECTION UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) STD. PLAN - 200,00 PUBLIC WORKS APPR ED: �® CATCH BASIN TYPE 1 GAZ g/Zg/Z01g DEPARTMENT Putt W,,k, Ad---, DATE AS -BUILT NO AS -BOIL T INFORMA 71ON ON THIS SHEET. "I CER71FY THAT 7HE INFORMA77ON SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVA BONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTB EXIS77NG FIELD COND177ONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 912412025." r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) )5 :45 AI NW 1/4 SECTION 17, TOWNSHIP 23 N, RANGE 5 W, W.M. BA SSA NO MUL TI=FA MIL Y DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB3-4329FFEOC108 SURFACE WATER STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER HEREBY REFERRED TO AS APPLICANT MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES. 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY. THE APPLICANT. AND THE APPLICANT'S CONTRACTOR. 2. THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, AND FEDERAL PERMITS PRIOR TO CONSTRUCTION. 3. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL RENTON SWDM RENTON MUNICIPAL CODE (RMC), AND THE STANDARD SPECIFICATIONS FOR ROAD BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY, 4. APPROVAL OF THE ROAD GRADING PARKING BUILDING AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION E.G. WATER SEWER, GAS, ELECTRICAL. ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY. 5. A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANT'S CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS -BUILT DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A CONFLICT EXISTS. 7. VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE NAD 83 (WA STATE PLANE, NORTH), UNLESS OTHERWISE APPROVED BY THE CITY. REFERENCE BENCHMARK, DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS. 8. ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95 % MAXIMUM DRY DENSITY PER SECTION 2-03.3(14)D - COMPACTION AND MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENCH BACKFILL SHALL BE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN 92 % OF MAXIMUM DRY DENSITY. 9. OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS. 10. ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE CITY, THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED. 11. ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY. 12. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220.00, 220.10, AND 220.20. 13. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2, OR 5 INSIDE AND OUTSIDE. 14. ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON, BOLT -LOCKING LIDS PER THE CITY STANDARD PLAN 204.10, 204.20, 204.30, 204.40, AND 204.50. STRUCTURES SHALL HAVE: • RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE ROADWAY. • ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF THE CURB/GUTTER LINE. • ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT-OF-WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC RIGHT-OF-WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO. 15. BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SWDM. 16, LIDS OF MANHOLES/CATCH BASINS WITHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLE/CATCH BASIN RIMS SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN. 17. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) A0011STD. PLAN - 267.00 VIRI�PUBLIC WORKS SURFACE WATER STANDARD PLANE Eae by: DEPARTMENT NOTES (1 OF 2) artin Pastucha8/13/2020 VASIF marcm Pa:w ht B&N 34F8888"@D... DATE 8:4F DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB3-4329FFEOC108 SURFACE WATER STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES. 18. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE (1) FOOT AND SHALL MEET THE FOLLOWING SPECIFICATIONS: • 4 - 8 INCH ROCK / 40 - 70 % PASSING; • 2-4 INCH ROCK/30-40% PASSING; AND • LESS THAN 2 INCH ROCK / 10 - 20 % PASSING. 19. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROVED BY THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON -SITE BMPS. 20. THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT -LOCKING LID MARKED "STORM" OR "DRAIN" SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227.00. 21. ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIOR TO CONSTRUCTION. 22, ALL NEWLY -INSTALLED AND NEWLY -REHABILITATED (PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCORDING TO THE CITY STANDARD PLAN 266.00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS AND/OR PAVEMENT. 23. ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7-04.3(1) OF THE WSDOT STANDARD SPECIFICATIONS AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED. 24. FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 264.00. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM PROVIDED DURING CONSTRUCTION. 26. ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDED. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY. 27, PROJECTS LOCATED WITHIN THE CITY'S AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE RENTON SWDM AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). 28. PLACEMENT OF SURFACE APPURTENANCES (CATCH BASIN/MANHOLE LIDS, CLEANOUTS, INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF STREET TRAVEL LANES, BIKE LANES, SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK OR CROSSWALK SHALL BE FITTED WITH A NON -SLIP OR NON-SKID LID PER ADA REQUIREMENTS. 29. CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE APPLICANT. 30. MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF THE RENTON SWDM. 31. CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO THE PAVEMENT SURFACE ALL AT ONCE. IF ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS CONSIDERED TO MEET THE MINIMUM RATE OF ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER 1,000 SQUARE FEET OF PERMEABLE PAVEMENT. IF THIS TEST IS NOT CONCLUSIVE THEN ANOTHER TEST PER ASTM C1701 SHALL BE CONDUCTED. FOR LARGE AREAS E.G. PARKING AREAS TESTING OBSERVATION MAY BE ACCOMPLISHED WHILE WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTED USING ASTM C1781. UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) A11001111STD. PLAN - 267.10 CRI� UBLIC WORKS SURFACE WATER STANDARD PLANEV.1dW§R.dby: DEPARTMENT NOTES (2 OF 2) artin PastuchA/13/2020 ma Pa hw 6B848&F.098B,4"D._. DATE 2 CITY COMMENTS 7.3.24 YLP 08.23.241 YLP SURVEYED: SCALE: DJC VERTICAL: NAVD 1988 D.R. STRONG 3 CITY COMMENTS 9.10.24 YLP 09.19.24 YLP DESIGNED: AS NOTED HORIZONTAL: NAD 1983/1991 CONSUL TING ENGINEERS 4 STORM REVISION DUE TO DUCT BANK CONFLICT YLP 12.13.24 YLP ENGINEERS PLANNERS SURVEYORS 5 UTILITY REVISION YLP 01.10.25 YLP DRAWN: 6 UTILITY REVISION YLP 01.24.25 YLP CHECKED: LB ONE INCH DATUM - 7th AVENUE KIRKLAND, WA 98033 YLP AT FULL SCALE , v IF NOT ONE INCH 0425.8273063 F 425.827.2423 N 0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY YLP R-417609 8:48 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DATE: BASSANO MULTI -FAMILY 11.20.20 C TY 0 STANDARD STORMWATER DETAILS AND NOTES FIELDBOOK: RENTON PAGE: 19. DRAWING NO: Planning/Building/Public Works Dept. 117 WELLS AVENUE S C9 RENTON, WASHINGTON 98057 SHEET: 9 OF: 20 p • 09 CV U DRS PROJECT NO. 20070 J 5� G O Z U) 0 M� W LLJ Ld z L, DocuSign Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3 ALL 90 TURNS SHALL BE ACCOMPLISHED — BY MEANS OF A WYE WITH CLEANOUT AND 4" BEND AS REQUIRED (NO GREATER 45 BEND TWO 45' BENDS SHALL NOT BE THAN 45- BEND) EVERY 2ND CHANGE 4" CLEANOUT WYE MATH ACCEPTABLE (SEE NOTE 11) IN DIRECTION OR GRADE WALL REQUIRE 45 BEND AND PLUG A CLEANOUT WYE (SEE NOTE 11) I (SEE NOTE 11) z J Z J Z J HOUSE �I HOUSE aI HOUSE gI HOUSE a a It 3 -0" MIN I. 4 SEWER PIPE SVRFACE CLEANOUT E v (TYPICAL) 6'k 6"x6" WYE r4"WYE a" SEWER PIPE, SEE NOTES 2 (SEE STD PLAN - 407) 4" TEST TEE WITH AND 3 MINIMUM LINE SIZE FOR I PLUG FACE UP OTHER THAN SINGLEFAMILY IS 6R 0 W LINE _ (TYPICAL) I — R 0 W LINE 3' MIN 0 10 6"x 4" REDUCER F F z (TYPICAL) F x MAIN SEWER LINE x ^ x X z IF THE BUILDING SEWER SERVES ANY FIXTURE HAVING FLOOD LEVEL RIMS LOCATED BELOW THE ELEVATION i(4" cOF THE NEXT UPSTREAM MANHOLE COVER OF THE PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION o ZDEVICE SUCH AS CLEAN CHECK EXTENDABLE inBACKWATER VALVE OR APPROVED EQUAL SHALL BE a)INSTALLED u4" FLEXIBLE COUPLING (FERNCO OR EQUAL) Z o J WSURFACE CLEANOUT m 4"x 4"x4" WYE PIPING PLAN BUILDING DRAIN FOR LOW ELEVATION HOUSE MAIN TO 5 FEET R 0 W LINE R 0 W. LINE TO CLEANOUT MAX. SIDE SEWER BUILDING SEWER BUILDING STUB DRAIN 3 FEET Mp%IIN��—JJFF11��1�� ILJ r�i : m r1 rn rn+ D + n O m Om r� O C �y NZ: _> O A + v fx> Om O O rri m v ,�- v" Z p+ m O x r -0 M m r m m + C'f Z 0 n M v r-Q-� C) Z O > - m Z A 0> n O� > > m 0 M g p g C > 9 � Z Z rn rn r O X Z o + o 0 C: rn Z, v m PLAN BUILDING SEWER INSTALLATION NOTES 1 PRIOR TO INSTALLATION OF A SANITARY SEWER CONNECTION, A SIDE -SEWER PERMIT MUST BE PURCHASED FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. 2 FOR INSPECTION OF SIOE SEWER, CALL 24 HOURS IN ADVANCE THE INSPECTION PHONE NUMBER IS ON THE SIDE SEWER PERMIT SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT APPOINTED TIME DO NOT BACKFILL THE DITCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR 3 SIDE SEWER PIPE AND FITTINGS SHALL BE PVC SDR 35 WITH RUBBER GASKET JOINTS UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT 4 A MINIMUM GRADE OF 2% (1/4" PER FOOT) MUST BE MAINTAINED WITH A 4" PIPE IN THE EVENT A 2% GRADE CANNOT BE MAINTAINED WITH THE APPROVAL OF THE PUBLIC WORKS INSPECTOR, THE CONTRACTOR MAY INSTALL A 6" DIAMETER SIDE SEWER AT NO LESS THAN 1X 5 INSTALL SIDE SEWER WITH 2' MINIMUM COVER 18" COVER IS ALLOWED AT THE HOUSE IF OUTLET IS SHALLOW 6 ALL BUILDING SEWER AND SIDE SEWERS SHALL HAVE BEDDING IN ACCORDANCE WITH STANDARD PLAN 405 7 WHENEVER FEASIBLE, THERE SHALL BE A MINIMUM 5 FOOT HORIZONTAL SEPARATION BETWEEN SANITARY SIDE SEWERS AND ALL OTHER UTILITIES 8 SIDE SEWER TESTING SHALL CONSIST OF PLACING A PLUG IN THE TEST TEE AND INSTALLING A 4-FOOT RISER PIPE ON THE CLEANOUT AT THE BUILDING. THE SIDE SEWER PIPE SHALL BE FILLED TO WITH WATER TO THE TOP OF THE RISER PIPE NO LOSS OF WATER SHALL OCCUR FOR A PERIOD OF 10 MINUTES. THE SIDE SEWER MAY BE CONNECTED TO THE BUILDING FOLLOWING THE SUCCESSFUL COMPLETION OF THE LEAK TEST 9 THE CLEANOUT AT THE RIGHT-OF-WAY SHALL BE INSTALLED PER STANDARD PLAN 4061 THE CLEANOUT AT THE BUILDING SHALL BE INSTALLED TO SURFACE GRADE ALL OTHER CLEANOUTS SHALL BE INSTALLED TO WITHIN 12" OF THE SURFACE 10 IF SIDE SEWER STUB IS NOT AVAILABLE THE OWNER SHALL BE RESPONSIBLE FOR ITS INSTALLATION PER STANDARD PLAN 4061 ALL WORK WITHIN STREET RIGHT-OF-WAY SHALL BE DONE BY A LICENSED AND BONDED CONTRACTOR 11 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO STANDARD PLAN 110 OR 110 2 12 ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT (WISHA) TYPICAL BUILDING SEWER STD. PLAN -406,2 PUBLIC WORKS E88@"1PD988449D E'bSigAe°'1 DEPARTMENT FROM PROPERTY LINE TO artin PastUCFJ@V26/2021 BUILDING CONNECTION Ipb1 DATE AS -BUILT CALL 811 BEFORE YOU DIG or go to www callbeforeyoud,g org NO AS —BOIL T INFORMA 71ON ON THIS SHEET. "I CERTIFY THAT 7HE /NFORMA77ON SHOWN HEREON WHICH WAS AS —BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS —BUILT COMMENTS, ACCURATELY REFLECTB EXIS77NG FIELD COND177ONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE- 912412025." r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 15 D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 0425.8273063 F 425.827.2423 1 12: NW 1/4 SECTION 17, TOWNSHIP 23 N, RANGE 5 W, W.M. BA SSA NO MUL TI=FA MIL Y ZURN® SPECIFICATION SHEET Z1188 TAG LARGE CAPACITY OIL INTERCEPTOR Dimensional Data (inches and [ mm ]) are Subject to Manufacturing Tolerances and Change Without Notice LEX HEAD SET SCREW— EEMOVE SCREWS TO USE TT HANDLES, REPLACE SCREWS ONCE COVER IS N PLACE AND HANDLES ARE REMOVED. INLET G= WIDTH OF BODY OUTLET Flow Rate GPM[L] Min Inlet/ Outlet Size Water Capacity Gal. [L] App.Wt. LIDS. [Kg] No. of Covers Dimensions In Inches C D/E F G J L 75 [284] 3 [76] 65 [246] 332 [151] 1 22-3/4 [578] 18-1/2 [470] 36 [914] 28-5/8 [727] 6-7/8 [175] 25-3/4 [654] 100 [379] 3 [76] 1 110 [306] 432 [196] 1 27 [686] 23 [584] 42-3/4 [1086] 33-5/8 [854] 11-3/8 [289] 30-1/8 [765] 125 [473] 3 [76] 1 150 [568] 780 [354] 2 30-1/8 [765] 24-1/2 [622] 49-1/4 [1251] 40 [1016] 12-7/8 [327] 36-5/8 [916] 7350[13725]6 [127] 460 [1741] 1438 [625] 2 41 [1041] 36 [914] 71 [1803] 51-3/8 [1305] 23-3/8 [594] 56-5/8 [1438] [127] 660 [2498] 1840 [835] 2 46-1/4 [1175] 39-5/8 [1006] 80 [2032] 58-3/8 [1483] 27 [686] 65-5/8 [1667] [152] 860 [3255] 2180 [989] 2 50-1/2 [1283] 43-7/8 [1114] 87 [2210] 63-5/8 [1616] 30-3/4 [781] 74-1/8 [1882] 400 1514 6 152 1090 4126 2536 1150 3 54-1/4 1378 47-5/8 1210 94 2388 67 1702 34-1/2 876 79-1/8 2009 450 [1703] 1 6 [152] 1 1275 [4826] 1 2816 [1277] 1 3 1 55-1A [1403] 48-5/8 [1235] 1 100 [2540] 72 [1829] 35-1/2 [902] 85-3/8 [2168] 500 [1893] 6 [152] 1435 [5431] 2970 [1347] 3 57-1/4 [1454] 51-5/8 [1311 ]1 104 [2642] 74 [1880] 38-1/2 [978] 88-3/8 [2245] ENGINEERING SPECIFICATION: ZURN Z1188 Large capacity Acid Resistant Coated interior and exterior fabricated steel oil interceptor, with bronze cleanout plug and visible double wall trap seal, removable combination pressure equalizing/flow diffusing baffle and sediment bucket, horizontal baffle, adjustable oil drawoff and vent connections either side. Complete with secured, gasketed, non-skid cover with removable lift handles and flow control fitting. Regularly furnished with inlet and outlet in high position. OPTIONS (Check/specify appropriate options) PREFIXES Z Acid Resistant Coated Fabricated Steel* SUFFIXES -E Acid Resistant Coated interior and exterior fabricated steel extension section. (Specify 'C' Dim. required) for recessed installation. -HD Heavy-duty traffic cover rated at 10,000 Ibs [4536 kg.] maximum load. An incresed 'C' dim. is required when -HD option is specified. (See -HD option specification sheet) -K Anchor flange 1-3/4 [44] down from top and 2 [51] wide. A 3 [76] minimum extension height is required when -K option is specified. -KC Anchor flange 1-3/4 [44] down from top and 2 [51] wide with clamp collar. A 3 [76] minimum extension height is required when -KC option is specified. __-PW Plug wrench Regularly furnished unless otherwise specified. Zurn Industries, LLC I Specification Drainage Operation 1801 Pittsburgh Avenue, Erie, PA U.S.A. 16502 Ph. 855-663-9876, Fax 814-454-7929 In Canada I Zurn Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 1 L2 - Ph. 905-405-8272, Fax 905-405-1292 www.zurn.com Rev. J Date: 08/21/14 C.N. No. 131407 Prod. I Dwg. No. Z1188 DocuSlgn Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3 ----------- EX. SEWER MAIN l PROPERTY LINE SPOOL I 1 1 Z I (LENGTH AS NEEDED) 1 i S-O" MIN � { 6" SEWER STUB ! ! ! I€�"KGB I FUTURE 4" SIDE SEWER I I I 1 I I I 1 I I I SEWER MAIN TEE X 6" TEE SIDEWALK i l �\ I I I I I I ` try COUPLING (TYP ) IL-JI -IL .......... >Q 13 I 0 II I" r-r _ _I 1 ------- L---- T J BEND AS 8" REQUIRED �I]c===_______3 /// 2"x 4" STUD MARKING POST PAINTED 6" CAP J WHITE WITH THE WORD "SEWER" STENCILED IN 3" HIGH BLACK LETTERS AND #6 WIRE WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD 6"X6"X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER (EAST JORDAN IRON WORKS PRODUCT NO 00367502 OR APPROVED EQUAL, SPECIFY "SEWER" ON LID), CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD CONCRETE PAD TO BE 8" IN DEPTH LEXISTINGSANITARY IN —2.OR MIN \FUTURE 4" SIDE SEWER �6" SEWER �SLOPE U6"X6"X6" WYE FUTURE 6"x 4" REDUCER `SEWER MAIN SIZE X 6" TEE ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO EXISTING SEWER MAIN A VITRIFIED CLAY MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). B CONCRETE MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL) C PVC & C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E LINED MAIN - CONNECTION TO SEWER MAINS THAT HAVE BEEN LINED (CIPP, ETC ), CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). F HDPE - CORE -DRILLED WITH A ROMAC SADDLE "INSERTA-TEE" MAY BE USED ON SEWER MAINS 12" DIAMETER OR LARGER G MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE -DRILLED AND USE KOR-N-SEAL BOOTS OR APPROVED EQUAL NOTES 1 PRIOR TO INSTALLATION OF A SANITARY SEWER STUB, A SIDE SEWER STUB PERMIT MUST BE PURCHASED FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT 2 UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2 5' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER 3 SIDE SEWERS SHALL HAVE A MINIMUM 2 R SLOPE UNLESS APPROVED BY THE PUBLIC WORKS INSPECTOR 4 FOR INSPECTION OF THE SIDE SEWER STUB, CALL 24 HOURS IN ADVANCE. THE INSPECTION PHONE NUMBER IS ON THE SIDE SEWER STUB PERMIT SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT THE APPOINTED TIME DO NOT BACKFILL THE TRENCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR 5 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO STANDARD PLAN 110 OR 110 2 6 THE SIDE SEWER STUB SHALL HAVE PIPE BEDDING IN ACCORDANCE WITH STANDARD PLAN 405 7 ALL SIDE SEWER STUBS SHALL BE INSTALLED BY A CONTRACTOR LICENSED AND BONDED IN THE STATE OF WASHINGTON Aoallkllk SIDE SEWER STUB URISTD. PLAN - 406.1 PUBLIC WORKS APP V DEPARTMENT INSTALLATION Martin PaStUCh V26/202 (SEWER MAIN TO PROPERTY LINE) D9813" . Pm W.A. rom . DATE 2 CITY COMMENTS 7.3.24 YLP 08.23.24 YLP SURVEYED: SCALE: DJC VERTICAL: NAVD 1988 3 CITY COMMENTS 9.10.24 YLP 09.19.24 YLP DESIGNED: AS NOTED HORIZONTAL: NAD 1983/1991 4 STORM REVISION DUE TO DUCT BANK CONFLICT YLP 12.13.24 YLP YLP DRAWN: 5 UTILITY REVISION YLP 01.10.25 YLP GL.6 ONE INCH DATUM 6 UTILITY REVISION YLP 01.24.25 YLP CHECKED:Y� , v AT FULL SCALE IF NOT ONE INCH N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY YLP 1 12: S-417604 R-41761 0 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Avftk BASSANO MULTI -FAMILY DATE:11.20.20 pj� C TY OF STANDARD STORMWATER DETAILS AND NOTES FIELDBOOK: RENTON PAGE: 7 DRAWING NO: Planning/Building/Public Works Dept. 117 WELLS AVENUE S Ci 1 O RENTON, WASHINGTON 98057 SHEET: OF: 10 20 p 09 O N U N L^L I..L DRS PROJECT NO. 20070 c0 ti T 1 N n rye T CD LU J 73 O z Q^ V U) �^J MQ W WATER PLAN GENERAL NOTES Standard Plan No. 300 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1-800-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON -SITE. 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C 104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS PER ANSI/AWWA C110/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8-MIL BLACK, TUBE -TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS. 5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10-INCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MDD. 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO CONCRETE BLOCKING. 7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITYTESTING. 8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR. 9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. Y 0 STD. PLAN — 300.0 G n + PUBLIC WORKS DEPARTMENT WATER PLAN GENERAL NOTES 'I'FNtp MARCH 2O10 AS -BUILT NO AS —BOIL T INFORMA 71ON ON THIS SHEET. "/ CER71FY THAT 7HE INFORMA77ON SHOWN HEREON WHICH WAS AS —BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS —BUILT COMMENTS, ACCURATELY REFLECTB EXIS77NG FIELD COND177ONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 912412025. a Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 15 NW 1/4 SECTION 17, TOWNSHIP 23 N, RANGE 5 W, W.M. BA SSA NO MUL TI=FA MIL Y IRS a a a a a EXISTING WATER MAIN 8t+ TESTING CONNECTION - POLYPIG STATION PER STD PLAN 300.7 (1) VERTICAL CROSS (MJxFL) (1) BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG (1) BLIND FLANGE ON BOTTOM (1) PLUG (MJ) WITH 2" TAP AND TEMPORARY BLOW -OFF ASSEMBLY WITH TEMPORARY THRUST BLOCKING OO o) NEW DI WATER MAIN TEMPORARY BLOCKING CONNECTION TO EXISTING MAIN (BY CITY FORCES) (1) TEE (MJxFL) (2) DI SPOOLS (2) LONG BODY DI SLEEVES (MJ) OR COUPLING ADAPTERS (ROMAC 501 OR EQUAL) (2) GATE VALVES (FLxMJ) (1) ADAPTER (FLxMJ) (1) PLUG (MJ) WITH 2" TAP AND TEMPORARY BLOW -OFF ASSEMBLY WITH CONCRETE THRUST BLOCKING PER STD PLAN 330.1 FINAL CONNECTION UPON COMPLETION OF POLYPIGGING, HYDROSTATIC TESTING, AND DISINFECTION, REMOVE TEMPORARY THRUST BLOCKING AND TEMPORARY BLOW -OFF ASSEMBLIES FINAL CONNECTION (BY CITY FORCES) (2) DI SPOOLS (1) LONG BODY DI SLEEVE (MJ) 0 )_) IIII NEW DI WATER MAIN NOTES: 1. ALL CONNECTIONS TO EXISTING WATER MAINS WILL BE CONDUCTED BY CITY FORCES AS SPECIFIED IN SECTION S-14.2 OF THE CITY OF RENTON WATER UTILITY CONSTRUCTION STANDARDS 2. LONG BODY DI SLEEVE FOR CONNECTION FROM DI TO DI PIPE AND FROM DI TO CI PIPE WITH SAME OUTSIDE DIAMETER 3. COUPLING ADAPTORS FOR CONNECTION FROM DI TO CI PIPE WITH DIFFERENT O.D. AND FROM DI TO AC OR TO STEEL PIPE .•, PUBLIC WORKS CONNECTION TO WATER MAIN DEPARTMENT CUT -IN TEE AND TWO VALVES TESTING CONNECTION POLYPIG STATION PER STD PLAN 300.7 (1) VERTICAL CROSS (MJxFL) (1) BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG (1) BLIND FLANGE ON BOTTOM (1) PLUG (MJ) WITH 2" TAP AND TEMPORARY BLOW -OFF ASSEMBLY WITH TEMPORARY THRUST BLOCKING \EXISTING WATER MAIN I I EXISTING TEE, CAP, PLUG, OR DEAD END LINE, DO NOT DISTURB BLOCKING I 101± OO NEW DI WATER MAIN TEMPORARY BLOCKING FINAL CONNECTION UPON COMPLETION OF POLYPIGGING, HYDROSTATIC TESTING, AND DISINFECTION, REMOVE TEMPORARY THRUST BLOCKING AND TEMPORARY BLOW -OFF ASSEMBLIES FINAL CONNECTION (BY CITY FORCES) (1) DI SPOOL (1) LONG BODY DI SLEEVE (MJ) ° ° 0Oo NEW DI WATER MAIN o ° NOTES: 1. ALL CONNECTIONS TO EXISTING WATER MAINS WILL BE CONDUCTED BY CITY FORCES AS SPECIFIED IN SECTION S-14.2 OF THE CITY OF RENTON WATER UTILITY CONSTRUCTION STANDARDS 2. LONG BODY DI SLEEVE FOR CONNECTION FROM DI TO DI PIPE AND FROM DI TO CI PIPE WITH SAME OUTSIDE DIAMETER 3. LONG BARREL COUPLING FOR CONNECTION FROM DI TO CI PIPE WITH DIFFERENT O.D. AND FROM DI TO AC OR TO STEEL PIPE STD. PLAN - 300.2 OVED: • PUBLIC WORKS CONNECTION TO WATER MAIN 6/28/2023 �• - DEPARTMENT EXISTING TEE OR END LINE CAP Nastucha n.k. Admi.....,. DATE 2 CITY COMMENTS 7.3.24 YLP 08.23.241 YLP SURVEYED: SCALE: �(+` VERTICAL: NAVD 1988 D.R. STRONG 3 CITY COMMENTS 9.10.24 YLP 09.19.24 YLP AS NOTED HORIZONTAL: NAD 1983/1991 DESIGNED: CONSUL TING ENGINEERS 4 STORM REVISION DUE TO DUCT BANK CONFLICT YLP 12.13.24 YLP ENGINEERS PLANNERS SURVEYORS 5 UTILITY REVISION YLP 01.10.25 YLP DRAWN: 6 UTILITY REVISION YLP 01.24.25 YLP CHECKED: LB ONE INCH �TUM 620 - 7th AVENUE KIRKLAND, WA 98033 YLP AT FULL SCALE , v IF NOT ONE INCH 0425.8273063 F 425.827.2423 N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY YLP • pj� C TY OF RENTON Planning/Building/Public Works Dept. STD. PLAN - 300.4 APPROVED: 6/28/2( Martin Pastucha DATE Public Works Administrator W-417604 R-417611 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DATE: BASSANO MULTI -FAMILY 11.20.20 STANDARD WATER DETAILS AND NOTES FIELDBOOK: PAGE: 117 WELLS AVENUE S C1 1 RENTON, WASHINGTON 98057 SHEET: OF: °P2o DRS PROJECT NO. 20070 O N U N CD i N r rillo DRS PROJECT NO. 20070 O N U H H 0 N n J 73 J 73 O z v J VJ M< W L Q z Ld CUT 3LOCK FILL 3' MIN RADIUS UNOBSTRUCTED WORKING AREA AROUND OUTSIDE OF FIRE HYDRANT TE SHEAR BLOCK NOTE: 4'x4'x6" CONCRETE SHEAR BLOCK AROUND FIRE HYDRANT WITH EXPANSION JOINT AT BACK OF SIDEWALK, FINISH TO MATCH SIDEWALK, ALL CONCRETE SHALL BE MINIMUM 3,000 PSI AND SHALL BE MECHANICALLY MIXED - JOB SITE MIXING, HAND -MIXED CONCRETE, AND MOBILE CONCRETE MIXERS ARE NOT ALLOWED. STD. PLAN - 310.2 PUBLIC WORKS FIRE HYDRANT ASSEMBLY DEPARTMENT SHEAR BLOCK AS -BUILT NO AS —BOIL T INFORMA 71ON ON THIS SHEET. "I CERTIFY THAT 7HE INFORMA77ON SHOWN HEREON WHICH WAS AS —BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS —BUILT COMMENTS, ACCURATELY REFLECTB EXIS77NG FIELD COND177ONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 912412025. a Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 15 Martin Pastucha Public Works Admin —., D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 0425.8273063 F 425.827.2423 NW 1/4 SECTION 17, TOWNSHIP 23 N, RANGE 5 W, W.M. BA SSA NO MUL TI=FA MIL Y 6/28/2023 DATE 0.7r'� �4" BLUE REFLECTIVE PAVEMENT MARKER, STIMSONITE MODEL C88 OR EQUAL, PLACED 4" FROM ROADWAY CENTERLINE AS INDICATED BELOW MARKER MARKER I I I I � I TWO LANE ROAD OFFSET MARKER MARKER FOUR LANE ROAD OFFSET MARKER ON SIDE STREETS WHERE THE HYDRANT IS WITHIN 20' OF A MAJOR STREET, THE MARKER SHALL BE INSTALLED ON THAT MAJOR STREET MARKER I FIVE LANE ROAD OFFSET MARKER PUBLIC WORKS FIRE HYDRANT ASSEMBLY DEPARTMENT PAVEMENT MARKER STD. PLAN - 310.3 APPROVED: Martin Pastucha Public Works Administrator DATE MATERIALS U IEE OB PIPE 0 VALVE OD VALVE BOX OE COUPLING OF TUBING OG BEND k, METER SETTER OI METER SPREADER J0 WATER METER OK METER BOX OL COUPLER OM GRAVEL z IN UNIMPROVED ROW } I�/ INSTALL METER BOX AT PROPERTY LINE WITH a 12" COPPER TAILPIECE 0 �I z CITY i PRIVATE w PIPINGI PIPING a i 1 1/2" SERVICE 2" SERVICE 2" TAPPED REDUCING TEE (MJxFIPT) 2" TAPPED REDUCING TEE (MJxFIPT) 2" BRASS NIPPLE (MIPT), 4" LENGTH 2" BRASS NIPPLE (MIPT), 4" LENGTH 2" GATE VALVE (FIPT) WITH SQUARE OPERATING 2" GATE VALVE (FIPT) WITH SQUARE OPERATING NUT AND EXTENSION PER STD PLAN 330.7 NUT AND EXTENSION PER STD PLAN 330.7 VALVE BOX AND LID PER STD PLAN 330.7 VALVE BOX AND LID PER STD PLAN 330.7 2" x 1 %" BRASS COUPLING (MIPT x PACK JOINT), 2" BRASS COUPLING (MIPT x PACK JOINT), FORD FORD C44-76-Q-NL OR EQUAL C84-77-Q-NL OR EQUAL 1 Yz" TYPE "K" SOFT COPPER TUBING 2" TYPE "K" SOFT COPPER TUBING 1 Yz" 90' BRASS BEND (PACK JOINT x PACK JOINT OR 2" 90' BRASS BEND (PACK JOINT x PACK JOINT OR PACK JOINT x FIPT), FORD L44-66-Q-NL OR PACK JOINT x FIPT), FORD L44-77-Q-NL OR L41-66-Q-NL OR EQUAL L41-77-Q-NL OR EQUAL 1 YZ" VERTICAL METER SETTER WITH BYPASS, 2" VERTICAL METER SETTER WITH BYPASS, FLANGED FLANGED ANGLE BALL VALVE AND PADLOCK WINGS ANGLE BALL VALVE AND PADLOCK WINGS ON INLET, ON INLET, ANGLE CHECK VALVE ON OUTLET, AND ANGLE CHECK VALVE ON OUTLET, AND BALL VALVE BALL VALVE ON BYPASS WITH PADLOCK WINGS, ON BYPASS WITH PADLOCK WINGS, FORD VBH86-12B-11-66-Q-NL, A.Y. MCDONALD FORD VBH87-12B-11-77-Q-NL, A.Y. MCDONALD 730B-612WDFF665, OR MUELLER B-2427N (1 YZ"), 730B-612WDFF665, OR MUELLER B-2427N (2"), BYPASS NOT PERMITTED ON IRRIGATION METERS BYPASS NOT PERMITTED ON IRRIGATION METERS 13 %6" RIGID METER SPREADER (TEMPORARY) 17 %, RIGID METER SPREADER (TEMPORARY) AMI WATER METER WITH RADIO AND BATTERY UNIT, AMI WATER METER WITH RADIO AND BATTERY UNIT, TO BE SUPPLIED AND INSTALLED BY CITY FORCES TO BE SUPPLIED AND INSTALLED BY CITY FORCES 17"X30" METER BOX, ARMORCAST A6001640PCX18, 17"X30" METER BOX, ARMORCAST A6001640PCX18, WITH METER BOX LID, ARMORCAST WITH METER BOX LID, ARMORCAST A6001947RC1-H7, TO READ "RENTON WATER" A6001947RC1-H7, TO READ "RENTON WATER" 1 Yz" COUPLER (PACK JOINT x PACK JOINT), FORD 2" COUPLER (PACK JOINT x PACK JOINT), FORD C4#-6#-Q-NL OR EQUAL, WITH GALVANIZED PLUG IF C4#-7#-Q-NL OR EQUAL, WITH GALVANIZED PLUG IF PRIVATE SERVICE LINE IS NOT YET INSTALLED PRIVATE SERVICE LINE IS NOT YET INSTALLED CRUSHED ROCK BASE TO SUPPORT METER BOX, CRUSHED ROCK BASE TO SUPPORT METER BOX, METER BYPASS TO BE EXPOSED METER BYPASS TO BE EXPOSED PUBLIC WORKS 11/2" AND 2" WATER SERVICE DEPARTMENT IN PLANTING STRIP 2 CITY COMMENTS 7.3.24 YLP 108.23.24 YLP SURVEYED: SCALE: DJC VERTICAL: NAVD 1988 83/1 3 CITY COMMENTS 9.10.24 YLP 09.19.24 YLP DESIGNED: AS NOTED HORIZONTAL: NAD 193/1991 4 STORM REVISION DUE TO DUCT BANK CONFLICT YLP 12.13.24 YLP YLP 5 UTILITY REVISION YLP 01.10.25 YLP DRAWN: GLB ONE INCH LEI YI� 6 UTILITY REVISION YLP 01.24.25 YLP CHECKED: Y� , v AT FULL SCALE IF NOT ONE INCH N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY YLP STD. PLAN - 320.2 ha DATE Administrator W-417606 R-417613 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DATE: BASSANO MULTI -FAMILY 11.20.20 C TY OF STANDARD WATER DETAILS AND NOTES FIELDBOOK: RENT 0 N PAGE: 7 DRAWING N0: Planning/Building/Public Works Dept. 117 WELLS AVENUE S C 13 RENTON, WASHINGTON 98057 SHEET: OF: 13 20 O N U (D N DRS PROJECT NO. 20070 CD i N r rillo DRS PROJECT NO. 20070 O N U H H 0 N n J 73 c0 ti T 1 N II i T I r) LU TO ME BOXES DRAINING GRAVEL NW 1/4 SECTION 17, TOWNSHIP 23 N, RANGE 5 W, W.M. BA SSA NO MUL TI=FA MIL Y NOTES: 1. ALL DOUBLE CHECK VALVE ASSEMBLIES (DCVA's) MUST BE LISTED ON LATEST LIST OF "BACKFLOW PREVENTION ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED BY STATE OF WASHINGTON DEPARTMENT OF HEALTH. 2. THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION OF THE INSTALLATION OF THE DCVA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE DCVA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN. 3. THE DCVA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TEST REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT., ATTN: WATER UTILITY CROSS —CONNECTION CONTROL SPECIALIST, FAX NO. 425-430-7241. 4. DCVA AND METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE WATER METER. Y 34" TO 2" DOUBLE CHECK VALVE STD. PLAN - 340.8 + e PUBLIC WORKS ASSEMBLY FOR IRRIGATION OR - DEPARTMENT RESIDENTIAL FIRE SPRINKLER N�o MARCH 2O10 AS -BUILT NO AS -BOIL T INFORMA 71ON ON THIS SHEET. I/ CER7IFY THAT 7HE /NFORMA77ON SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTB EXIS77NG FIELD COND177ONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 912412025. r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 15 I M w O d d O d p d Cr 6" MIN I _I 12" G M 24" K j '1 MIN F �0 MIN COS L I � I I d 6" I 12" �MIN 6r' BMIN MIN Q I ° d �� �� � n �i n n ,•_` r O o CD m o I 12111 N d° a L--------------- 1� ----------A ---- MIN _ a OR a d c NOTES: 1. WHERE PIV IS LOCATED INSIDE THE VAULT, THE VAULT LID SHALL BE CORE DRILLED WITH LINK SEAL OR GROUT TO SEAL THE PIPE PENETRATION. ALTERNATIVE PIV LOCATION SHALL BE APPROVED BY THE FIRE MARSHAL. 2. MINIMUM CLEARANCE OF 6" SHALL BE MAINTAINED BETWEEN VALVES, FITTINGS, AND VAULT WALL. 3. ALL PIPE JOINTS SHALL BE RESTRAINED AND CONCRETE BLOCKING IS REQUIRED AT CHANGES IN DIRECTION. 4. CORE DRILL (O.D. +2") CONCRETE VAULT IF KNOCK -OUTS ARE NOT PROVIDED. MATERIALS OA BACKFLOW ASSEMBLY DCDA PER STD PLAN 350.3, POSITIONED WITHIN ACCESS HATCH TO ALLOW FOR VERTICAL REMOVAL OB PIPE CLASS 53 DI PIPE (PExFL OR FLxFL) OC POST INDICATOR VALVE PIV BETWEEN LAST VALVE ON BACKFLOW ASSEMBLY AND FDC, IN ONE OF TWO POSITIONS SHOWN OD TEE TEE (FLxFL) OE ADAPTER ADAPTER (FLxMJ) OF BEND 90° BEND (FLxFL) OG VALVE CHECK VALVE (FLxFL) OFIRE DEPARTMENT FDC PER RRFA REQUIREMENTS, LOCATED DOWNSTREAM OF BACKFLOW ASSEMBLY, INSTALLED ON THE SIDE CONNECTION OF THE VAULT WITH THE LARGEST AVAILABLE SPACE AS SHOWN OI CONCRETE VAULT OLDCASTLE PRECAST VAULT OR EQUAL, SIZED TO ACCOMMODATE FDC, PIV, AND CHECK VALVE INSIDE THE VAULT AND MAINTAIN REQUIRED MINIMUM CLEARANCES TWO LOCKING HINGED ALUMINUM DOORS, TRAFFIC -RATED, WITH SLIP RESISTANT TREATMENT, MARKED JD ACCESS HATCH "WATER", LW PRODUCTS OR EQUAL OK LADDER GALVANIZED STEEL LADDER SECURED TO VAULT PER STD PLAN 370.5 OL WALL FLANGE MIDSPAN PIPE RESTRAINT WITH CONCRETE BLOCKING PER STD PLAN 370.4, SEAL PIPE PENETRATIONS WITH WATER -TIGHT GROUT OM PIPE PENETRATION SEAL PIPE PENETRATION WITH WATER -TIGHT GROUT FLOOR DRAIN, MINIMUM 6" PVC, SLOPED TO STORM SEWER OR DAYLIGHT TO DRAINAGE DITCH WITH WIRE ON DRAIN MESH RODENT SCREEN AT DRAIN OUTLET, SEAL PIPE PENETRATION WITH WATER -TIGHT GROUT OO BLOCKING CONCRETE BLOCKING PER STD PLAN 330.1 FDC AND CHECK VALVE PUBLIC WORKS 0 DEPARTMENT ROUTED THROUGH BACKFLOW ASSEMBLY VAULT 2 CITY COMMENTS 7.3.24 D.R. STRONG 3 CITY COMMENTS 9.10.24 CONSUL TING ENGINEERS 4 STORM REVISION DUE TO DUCT BANK CONFLICT ENGINEERS PLANNERS SURVEYORS 5 UTILITY REVISION 6 UTILITY REVISION 620 - 7th AVENUE KIRKLAND, WA 98033 0425.8273063 F 425.827.2423 N 0. REVISION YLP 08.23.241 YLP SURVEYED: DJC YLP 09.19.24 YLP DESIGNED: YLP YLP 12.13.24 YLP YLP 01.10.25 YLP DRAWN: GLB YLP 01.24.25 YLP CHECKED: YLP BY DATE APPR APPROVE STD. PLAN - 370.3 , Pastu,,h. Works Administrator SCALE: OA WALL FLANGE OB BLOCKING OC PIPE PENETRATION IJ GRAVEL DRnGII I: 24" MIN MIDSPAN PIPE RESTRAINT, EBAA IRON SERIES 110OSDB MEGALUG OR EQUAL, WRAP WITH POLYETHYLENE ENCASEMENT PRIOR TO PLACEMENT OF CONCRETE BLOCKING CONCRETE THRUST BLOCKING, CAST -IN -PLACE CONCRETE (MINIMUM 3,000 PSI), TO BE SIZED BY DESIGN ENGINEER (MINIMUM 24"x24"x6") CORE DRILL (O.D. +2") VAULT IF KNOCKOUTS ARE NOT PROVIDED, SEAL PIPE PENETRATION WITH WATER -TIGHT GROUT FOUNDATION GRAVEL PER WSDOT STANDARD SPECIFICATIONS, 12" MINIMUM ALL DIRECTIONS •. PUBLIC WORKS CONCRETE BLOCKING 8/2023 DEPARTMENT ADJACENT TO VAULT DATE VERTICAL: NAVD 1988 AS NOTED HORIZONTAL: NAD 1983/1991 ONE INCH DATUM AT FULL SCALE DATUM IF NOT ONE INCH SCALE ACCORDINGLY STD. PLAN - 370.4 DATE W-417608 R-417615 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Avftk BASSANO MULTI -FAMILY DATE:11.20.20 pj� C TY OF STANDARD WATER DETAILS AND NOTES FIELDBOOK: RENTON PAGE: DRAWING NO: Planning/Building/Public Works Dept. 117 WELLS AVENUE S C 15 RENTON, WASHINGTON 98057 SHEET: OF: 15 20 p • H O N U J C� G O z Q U)�^ C0 W DRS PROJECT NO. 20070 Q0 I) W U� z 99 12 D W EXISTING OFFSITE Q TREE n Q 0 z Q U7) Q m PROPERTY BOUNDARY PROPERTY BOUNDARY PROPERTY BOUNDARY i\ 11111 A�� - VA LEY I ds ap archi 198 th Dr B thell tq all �;!W= m m phoneeylandscape.com / L BLDG 723150 2020 II::::/�I::::::::: &TY BOUNDARY QAFTER ROW DEDICATION . . 1. . . . . . . . I .I II 1 NORTH0 1 1 1 REVISED PER COMMENTS JMV 18.21.24 SURVEYED: SCALE: DESIGNED: ✓MV DRAWN: 1/yV ONE INCH CHECKED: ✓MV AT FULL SCALE IF NOT ONE INCH NO. REVISION BY DATE APPR I APPROVED: ✓MV SCALE ACCORDINGLY VERTICAL: NAVE) 1988 HORIZONTAL: NAD 1983/1991 DATUM � Q STATE OF WASHINGTO E S E E LAN C C ECT % JEFF M. VA LEY CERTIFICATE No. 774 Print form Reset Form Save Form DEPARTMENT OF COMMUNITY 'IT, aF AND ECONOMIC DEVELOPMENT Renton TREE RETENTION WORRSHEET Planning Division 1055 South Grady Way -Renton, WA 95057 Phane; 425-430-7200 i www.rentonwa.gov L Total number of trees over 6" diameter', or alder or cottonwood trees at least 8" in diameter on project site F-0 --I trees 2. Deductions: Certain trees are excluded from the retention calculation: Trees that are dangerous2 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: a trees 3. Subtract line 2 from line I: C trees 4. Next, to determine the number of trees that must be retained , multiply line 3 by: 0.3 in zones RC, R-1, R-4, R-b or R-8 0.2 in all other residential zones 0.1 in all ommereial and industrial zones 0 trees 5. List the number of 6" in diameter, or alder or cottonwood trees over 8" in diameter that you are proposings to retain: 0 trees 6. Subtract line 5 from line 4 for trees to be replaced: (lf line 6 is zero or less, stop here. No replacement trees are required) 0 trees 7, Multiply line 6 by 12" for number of required replacement inches: 0 inches 8. Proposed size of trees to meet additional planting requirement: [Minimum 2" caliper trees required for replacement, otherwise enter al inches per tree 9. Divide line 7 by lure S for number of replacement trees: (If remainder is .5 or greater, round up to the next whole numbers 0 trees 4 Measured at 4.5' above grade. A tree certified, in a written report, as dead, terminally d1seased, damaged, or otherwise dangerous to persons or property by a licensed landscape architect, or certified arborist, and approved by the City. Critical areas, such as wetlands, streams, fiaadplains and protected slopes, are defined in RMC 4-3-050. Count oniV those trees to be retained outside of critical areas and buffers - The City may require modification of the tree retention plan to ensure retention ❑f the maximum number of trees per RMC 4.4-1341-117a. When the required number of protected trees cannot be retained, replacement trees, with at least a two-inch (2") caliper oran evergreen at least six feet IIS'j tall, shall be planted- See RMC 4-4-130-H-1.e-(ii) for prohibited types of replacement trees. 1 H'10EP10ata1Forms-TernpiateslSeff Help HandcutsjPlanningjTree Retention worksheet-docx 081201, NO ONSITE TREES 20 40 SHEET SIZE 22" x 34" CITY OF RENTON 1-`R NW99V Planning/Building/Public Works Dept. R-417614 IN COMPLIANCE WITH CITY OF RENTON STANDARDS E OPMENTENGINEERING CURRENT PLANNING IL Ming 10/08/2024 l Sippo 10/07/2024 BASSANO APARTMENTS TREE RETENTION PLAN WELLS AVENUE SOUTH RENTON, WASHINGTON 98055 n DATE: MA Y 2024 Z FIELDBOOK: Q PAGE: (U7) DRAWING NO. ll J L-1 Q SHEET: 16 OF: 20 1 W 12"-18" WIDTH BARK MULCH BORDER ADJACENT TO BUILDING PROPERTY BOUNDARY C� z 1299D W X Q EXISTING OFFSITE EH OG OG O-G OG E TREE ` -------- Q 0 z O Q U) N --- U) Q m AZ PROPERTY BOUNDARY ADJUST TREE O AZ LOCATIONS TO AVOID BLOCK ACCESS TO o� 'N UTILITIES d ° 4 ° ° 1 EH - OG OG OG OG O- OARACE PROPERTY BOUNDARY - 12"-18" WIDTH BARK MULCH BORDER ADJACENT TO BUILDING BLDG #115 N88 °24 '50 "W 120. 09 ' ► -I H O OG 6 ---- O - OG-EH EH E - G RH H ---------------- ------ N FG F E I I f I I Q) f a ° -° ° ° a °a °I 4. ° ° ° ° d Q ° ° ° �EHE EH EHOGGGOGOGOIGE-HE €H HEHOGOGOGO OG -----------------;---- A B ED G #121 NO TREED E TO STORM DRAIN AND FIRE HYDRANT 723150 2020 699D RL LEY• \/A.R VA LEY I ds ape archi 198 Oth Dr B thell ashi all va I y 'eff@hotm . m phone 4 w.varleylandscape.com L LOT 14 1 1 REVISED PER COMMENTS NO. I REVISION la. ------------------:-:-:-: -:-:- . ................. O - STREET TREE IN TREE . ' .' ....... .. / GRATE. SEE SHEET L-3 �..� .... FOR INFORMATION ° .0 PROPERTY BOUNDARY AFTER ROW DEDICATION ...... ... . . ---vI.... ... . .. . . ................ .I..-.-..-..J . . . . . . . . . . . . . :::::: :::...�....:.:.:.......:.:::: PLANT SCHEDULE - : , I:.:.:.:- BOTANICAL NAME COMMON NAME QTY SIZE ................% ... ..... �/ TREES ......i.. .... ... REMARKS CN Ln STATE OF 0 WASHINOTO 0 E S E E LAN C C ECT O N JEFF M. VARLEY CERTIFICATE No. 774 Quercus x bimundorum 'JFS-KW2QX' 'Skinny Genes' Oak 3 2" DBH** Full and Matching ..... ..... --- AW ---- -- - - ----------------- . ________ __ -c ° f. - ;`' Acer ginnala Amur Mackia 1 2" DBH** Full. Grown for . street tree use j j..... . 7 j . *Considered drought tolerant in Pacific Northwest once established **Diameter at Breast Height SHRUBS and GROUND COVER Vaccinium ovatum* Evergreen Huckleberry 25 2 gallon l . I I.... Nandina domestica* Nandina 12 2 gallon I I I I Fc Pennisetum alop. 'Hameln'* Maiden Grass 3 2 gallon 1.......... 11... ® Euonymus fortunei 'Emerald n Gold'* Ft Grass 6 2 gallon I RH Rhododendron 'Purple Splendour'* Euonymus 2 2 gallon Mahonia aquifolium* Tall Oregon Grape 29 2 gallon I Azalea sp. 'Hino-Crimson' Evergreen Azalea 8 2 gallon I W Erica sp. 'Mediterranean White'* Heather As req'd 1 gallon I *Considered drought tolerant in Pacific Northwest once established IN II I _ W II W :-: JMV 8.21.24 SURVEYED: DESIGNED: ✓MV DRAWN: ✓" V ED: /V CHECKjV/ V BY DATE APPR APPROVED: ✓MV SCALE: NORTH0 10 1 1 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 20 40 SHEET SIZE 22" x 34" CITY OF RENTON Planning/Building/Public Works Dept. Full and Matching Full and Matching Full and Matching Full and Matching Full and Matching Full and Matching Full and Matching Full and Matching/Plant 30" o.c. O N CL R-417614 U� IN COMPLIANCE WITH CITY OF RENTON STANDARDS z W DEVELOPMENT ENGINEERING CURRENT PLANNING Michael Sippo 10/07/2024 Ming 10/08/2024 Q Q DATE: O BASSANO APARTMENTS MAY2024 Z FIELDBOOK: rQ PAGE LANDSCAPE PLAN I / DRAWING N0: lJ / WELLS AVENUE SOUTH L-2 Q RENTON, WASHINGTON 98055 SHEET:17 OF:20 M Q0 I) W 0 z Q V) Q m LANDSCAPE NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK. 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR IS TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. LOCATION SERVICE PHONE 1—800-424-5555. 3. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS UTILIZING ON —CENTER SPACING FOR PLANTS AS STATED ON THE LANDSCAPE PLAN AND MINIMUM PLANTING DISTANCES AS SPECIFIED BELOW IN THESE NOTES. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON THE DRAWINGS. 6. SUBGRADE IS TO BE WITHIN 1/10" OF ONE FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL CONSTRUCTION MATERIAL AND ROCKS AND STICKS LARGER THAN 2" DIAMETER. 7. 4" DEPTH NEW TOPSOIL IN NEW LANDSCAPE BEDS SHOWN. ROTOTILL INTO TOP 6" OF SOIL. 8. ALL BEDS TO RECEIVE A MINIMUM DEPTH OF 2" MEDIUM BARK MULCH 9. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER MANUFACTURER'S SPECIFICATIONS. 10. ALL PLANT MATERIAL SHALL CONFORM TO AAN STANDARDS FOR NURSERY STOCK, LATEST EDITION. ANY REPLACEMENTS MADE AT ONCE. A. GENERAL: ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTATIVES, TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. THEY SHALL BE FULL, WELL BRANCHED, WELL PROPORTIONED, AND HAVE A VIGOROUS, WELL DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. B. TREES, SHRUBS, AND GROUND COVER: QUANTITIES, SPECIES, AND VARIETIES, SIZES AND CONDITIONS AS SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL FOLIATED WHEN IN LEAF. FREE OF DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS, AND ALL WEEDS. NO SUBSTITUTIONS SHALL MADE WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT OR OWNER. 11. TREES SHALL BE STAKED WITH 2" DIAMETER LODGEPOLE PINE STAKES, OR APPROVED SIMILAR. REMOVE STAKES AFTER ONE (1) YEAR. PLASTIC INTERLOCKING TREE TIES OR APPROVED EQUAL DETAIL 2" MAX. 12"MIN PRUNE DISEASED AND BOTH BROKEN BRANCHES SIDES 2%2" LODGEPOLE TREE STAKES OR APPROVED SIMILAR PLASTIC INTERLOCKING TREE TIES INSTALL "TREE BOOT" OR SEE DETAIL ABOVE _ "ARBORGARD" IN LAWN AREAS. REMOVE BINDING TWINE, BURLAP, L� AND WIRE, TYPICAL w PLANT TREE 1"-2" HIGHER THAN IN NURSERY 2" SETTLED DEPTH WITH SPECIFIED MULCH N a a WATERING BASIN FERTILIZER TABLETS (4-21 GRAM-20-10-5) ROOT DEFLECTOR FOR TREES ����� = /.. ROOT DEFLECTOR FOR TREES �` ADJACENT TO SIDEWALKS AND :`:'`- =: CURBSIDE ��/ ".;:; `-:';, ADJRACENT TO SIDEWALKS AND ' '' '' �i CU BSIDE PLANTING SCARIFY PLANTING PIT SPECIFIED SOIL ; SIDES AND BOTTOM UNDISTURBED GROUND !/j//j :.'.-_` ///�//� \\� ''Y"`-' \� 6" DEEP, FIRM, NATIVE 12" MIN. FOR WOOD •��j��j��j� ��j��j�� ,�j� j���/ SOIL MOUND STAKES & 18" FOR RE BAR 3x ROOTBALL WIDTH �—IN HEAVY SOILS, AUGER 8"x6' DEEP HOLE (OR THROUGH HARDPAN) FILL WITH CRUSHED ROCK. VERIFY GOOD DRAINAGE PRIOR TO PLANTING. NOTE: DO NOT PIERCE TREE ROOTBALL WITH TREE STAKES DECIDUOUS TREE PLANTING & STAKING DETAIL NOT TO SCALE 7-/ 1 t oC I � HOLD PLANTS Fr'^" EDGE OF PLANTI AS NOTED ON F BED LINE EDGE CURB/WALK - PLANT MATERIAL SPACING DETAIL NOT TO SCALE MULCH LAYER (COMPACTED DEPTH) FEATHER EXCESS SOIL UNDER MULCH 1 " MULCH AT CROWN 1/2" ABOVE GRADE 1" ABOVE GRADE • 1 �� IaREPAREI PLANTING BED / NOTE: 7 REMOVE CONTAINER & WORK ROOTS FREE OF SOIL. BACKFILL TO BE SETTLED USING WATER ONLY SEE PLANT LIST FOR PLANT SPACING SPACING AS CALLED OUT ON PLAN/PLANT LIST HOLD PLANTS FROM EDGE OF PLANTER AS NOTED ON PLANT LIST NOTE: THIS SPACING APPLIES TO GROUNDCOVER AND FORMAL SHRUB ROW PLACEMENT. • LESS THAN 1 GAL 1 GAL CONTAINER and LARGER ( PLANTED BEFORE MULCH) ( PLANTED BEFORE MULCH ) GROUNDCOVER PLANTING DETAIL NOT TO SCALE PLANT 1" HIGI IN NURSERY FINISH GRADE 'RUNE DISEASED AND 3ROKEN BRANCHES REMOVE TOP 1/3 OF BURLAP ?" SETTLED DEPTH OF SPECIFIED MULCH =ERTILIZER TABLETS/SPECS SPECIFIED AMENDED BACKFILL -OMPACT AND WATER THOROUGHLY 7IRM NATIVE SOIL MOUND SHRUB PLANTING DETAIL NOT TO SCALE 1 REVISED PER COMMENTS JMV 18.21.24 SURVEYED: SCALE: DESIGNED: ✓A,V DRAWN: 1/m V ONE INCH�INCH CHECKED: �iY/ V AT FULL SCALE IF NOT ONE INCH NO. REVISION BY DATE A P P R APPROVED: ✓mv SCALE ACCORDINGLY VERTICAL: NAVE) 1988 HORIZONTAL: NAD 1983/1991 DATUM TREE GRATE IN SIDEWALK 'CARBOCHON' 4x5 TREE GRATE BY IRON AGE DESIGNS, OR APPROVED EQUAL. CAST IRON TREE GRATE WITH NO FINISH. PHONE: 877-418-3568 INSTALL PER MANUFACTURER'S SPECIFICATIONS MULCH LAYER 1 " MAX. TOP OF CURB TO TOP OF MULCH CURB MULCH AT CURB DETAIL NOT TO SCALE CITY OF Nbollv vRj RENTON Planning/Building/Public Works Dept. R-417614 STATE OF 0 WASHINGTO 0 LANECT WM.VA �O ` V CERTIFICATE No. 774 IN COMPLIANCE WITH CITY OF RENTON STANDARDS EDEVELOPMENT ENGINEERING CURRENT PLANNING l Sippo 10/07/2024 •' Ming 10/08/2024 ' BASSANO APARTMENTS LANDSCAPE NOTES AND DETAILS WELLS AVENUE SOUTH RENTON, WASHINGTON 98055 DATE: MA Y 2024 FIELDBOOK: PAGE: L-3 SHEET: 18 OF: 20 0 N CL Q0 I0 W u� z w Q n Q 0 z Q Q m 1299D EXISTING OFFSITE TREE PROPERTY BOUNDARY LOCATE CONTROLLER IN LANDSCAPE BED. SHOWN HERE FOR DRAWING CLARITY PROPERTY BOUNDARY BLDG #115 N88 °24 '50 "W 120.09 ' LANDSCAPE CONTRACTOR TO COORDINATE SLEEVE THROUGH PLANTER WALL. SLEEVE NOT SHOWN a ° ° v d a ° A a ° m ° ° a a ° I v a ...btZUJ, I Y F-IlUAL. ZZ)HUVVIV NtZKtZ ° ° FOR DRAWING CLARITY Ij a -------------------------- _ +- ................ . ..... - -- ° a-------- ---- ------ a B4o ------- °- -=.--------= --_zn -:-------------:- 4 GARAGE Q:::.uU:::.::::�:li-:�::: PROPERTY BOUNDARY RL7DrB LEY* AR VAds ac p archi 198 ell W ' 6ilvaZlell:hotmail.com ' phone 4�varleylandscape.com L BLDG #121 � IRRIGATION POINT OF CONNECTION WITH NEW 4" WATER METER AND 1" BACKFLOW DEVICE 723150— 2020 LOT 14 IRRIGATION SCHEDULE DESCRIPTION SPRINKLER HEADS: HUNTER MP ROTATOR WITH PRO -SPRAY POP-UP BODY AND CV DRAIN CHECK VALVE, 4" LAWN, 6" SHRUB SYMBOL NOZZLE PSI GPM RADIUS e 0 HUNTER-61) and 6H H, Q SERIES 40 0.98, 0.51 6' b HUNTER-1000 8-15 F, TH, TT, H, Q SERIES 40 0.65, 0.48, 0.37, 0.32, 0.16 8' m ® © ® o ® HUNTER-1000 8-15 F, TH, TT, H, Q SERIES 40 0.65, 0.48, 0.37, 0.32, 0,16 10' • • c o 0 o HUNTER-1000 8-15 F, TH, TT, H, Q SERIES 40 0.65, 0.48, 0.37, 0.32, 0,16 12' D ® D ® HUNTER-2000 13-21 F, TO, TT, H, Q SERIES 40 1.29, 0.95, 0.74, 0.63, 0.33 15' e v HUNTER ES515, SS530 SERIES 40 1.41, 0.65 5'x30' 5'x 15' - SPRAY IRRIGATION: HUNTER ICV 101 /151 G REMOTE CONTROL VALVE, IN VALVE BOX, ONE VALVE PER BOX MAXIMUM 2 VALVES PER BOX OC HUNTER XC-HYBRID BATTERY -OPERATED 12-STATION CONTROLLER, PROVIDE GROUND AND BATTERIES PER MANUFACTURER'S SPECIFICATIONS. ATTACH TO 4x4 P.T. POST SET IN GROUND. INSTALL CONTROLLER INSIDE WEATHER-PROOF ENCLOSURE P.O.C. ® WILKINS 950 XLT- 1" DOUBLE CHECK VALVE (STATE APPROVED); TEST AND CERTIFICATION BY LICENSED BACKFLOW TESTER WILKINS 850 - BALL VALVE, SIZE TO MATCH PIPE CARSON INDUSTRIES #1730 (TWO AT P.O.C.) GRADE LEVEL VAULT WITH BOLT LOCK LID ►� PLASTIC BALL VALVE, MATCH LINE SIZE, IN VALVE BOX Qi HUNTER HQ-33DLRC 3/4" QUICK COUPLING VALVE, IN VALVE BOX, PROVIDE TWO KEYS AND SWIVELS - — — — — — — - MAINLINE - SCH 40 PVC (18" COVER); SIZE PER PLAN, 1-1/2" SIZE MINIMUM LATERAL - SCH 40 PVC (12" COVER); SIZE PER PLAN, 3/4" SIZE MINIMUM SLEEVE - SCH 40 PVC; 24" MINIMUM COVER AT VEHICLE CROSSINGS AND 18" MINIMUM COVER IN LANDSCAPE AREAS, 6" SIZE WHERE IRRIGATION MAINLINE TRAVELS THROUGH PIPE. 4" SIZE WHERE ONLY LATERALS TRAVEL THROUGH PIPE IRRIGATION SHOWN DIAGRAMATICALLY FOR PLAN CLARITY. COMMON TRENCH AND PLACE EQUIPMENT IN LANDSCAPE; MANIFOLD GROUPED VALVES IN ADJACENT SHRUB AREAS WHERE FEASIBLE. SCH 40 PIPE SIZING CHART II ■ NORTH0 10 1 1 1 REVISED PER COMMENTS JMV 8.21.24 SURVEYED: SCALE: DESIGNED: ✓A,V DRAWN: ✓,YA,, V ,Y,I ONE INCH CHECKED: 1/mV AT FULL SCALE IF NOT ONE INCH NO. REVISION BY DATE A P P R APPROVED: ✓mv SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DAT U M PIPE SIZE 3/4" 1" 4" 1 1/4 " 1 1 2" 2" 2 1 2" FLOW GPM 1-8 k1-13 13.1-23 23.1-32 32.1-53 53.1-74 GPM (MAX.) 20 40 SHEET SIZE 22" x 34" CITY OF ,R RENTON VASIIV Planning/Building/Public Works Dept. STATE OF WASHINGTO E S E E LAN C C ECT �O V JEFF M. VA LEY CERTIFICATE No. 774 0 N n cl- R-417614 u� IN COMPLIANCE WITH CITY OF RENTON STANDARDS z w EDEVELOPMENT ENGINEERINGIL CURRENT PLANNING c +) l Sippo 10/07/2024 JDing 10/08/2024 ' Q LL Q 0 BASSANO APARTMENTS DATE: MAY 2024 Z FIELDBOOK: IRRIGATION PLAN PAGEDRAWING DRAWING N0: V J WELLS AVENUE SOUTH L-4 Q RENTON, WASHINGTON 98055 SHEET:19 OF:20 m Q0 I0 W z W Q In Q 0 z Q V) Q m LANDSCAPE IRRIGATION NOTES 1. GENERAL CONTRACTOR AND LANDSCAPE CONTRACTOR TO COORDINATE: A) INSTALLATION OF SLEEVING. B) INSTALLATION OF IRRIGATION/SERVICE METER AND STUB TO IRRIGATION POINT OF CONNECTION, PER UTILITY PLAN(S). PROVIDE STANDARD THREADED STUB -OUT WITH THREADED CAP ON DISCHARGE SIDE OF METER. STUB -OUT TO BE INSTALLED APPROXIMATELY 18 INCHES BELOW FINISH GRADE. C) VERIFICATION OF STATIC WATER PRESSURE AT POINT -OF -CONNECTION (P.O.C.) CONTRACTOR SHALL NOTIFY OWNER AND BARGHAUSEN CONSULTING ENGINEERS, INC., OF ANY VARIATION IN STATIC PRESSURE OVER 5 PSI GREATER/LESS THAN DESIGN PRESSURE. 2. PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, AND SERVICES NECESSARY TO FURNISH AND INSTALL A COMPLETE IRRIGATION SYSTEM AS INDICATED ON THE DRAWINGS AND/OR NOTES. PROVIDE A ONE (1) YEAR WARRANTY/GUARANTEE FROM FINAL ACCEPTANCE AGAINST ALL DEFECTS IN MATERIALS, EQUIPMENT, AND WORKMANSHIP. 3. COORDINATE IRRIGATION INSTALLATION WITH GENERAL CONTRACTOR, ELECTRICAL CONTRACTOR, LANDSCAPE CONTRACTOR, OWNER, ARCHITECT, AND LANDSCAPE ARCHITECT. 4. LANDSCAPE CONTRACTOR TO TEST AVAILABLE WATER PRESSURE PRIOR TO BEGINNING ANY WORK. PROVIDE LANDSCAPE ARCHITECT WITH WRITTEN PSI RESULTS. 5. ALL WORK PER LOCAL CODE. INSTALLATION PER MANUFACTURER'S WRITTEN SPECIFICATIONS. 6. CONTRACTOR TO OBTAIN AND PAY FOR ALL PERMITS, FEES, AND REQUIRED CITY INSPECTIONS. 7. SUBMITTALS: A) SUBMIT EACH ITEM LISTED BELOW FOR LANDSCAPE ARCHITECT'S REVIEW AND APPROVAL, B) PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED, C) CONTROL WIRING PATH DIAGRAM, D) "AS -BUILT" DRAWINGS. E) OPERATION AND MAINTENANCE MANUALS. 8. PROVIDE AND KEEP UP TO DATE A COMPLETE "AS -BUILT" RECORD SET OF PRINTS WHICH ARE TO BE CORRECTED DAILY AND SHOW EVERY CHANGE FROM THE ORIGINAL DRAWINGS AND NOTES AND EXACT "AS -BUILT" LOCATIONS, SIZES AND KIND OF EQUIPMENT. THIS SET OF DRAWINGS. ARE TO BE KEPT ON SITE AND ARE TO BE USED ONLY AS THE RECORD SET. ALL WORK IS TO BE NEAT AND LEGIBLE ANNOTATIONS THEREON DAILY AS THE WORK PROCEEDS, SHOWING WORK AS ACTUALLY INSTALLED. DIMENSION FORM TWO (2) PERMANENT POINTS OF REFERENCE, BUILDING CORNERS, WALKS, OR ROAD INTERSECTIONS, ETC., THE LOCATION OF THE FOLLOWING. A) CONNECTION TO WATER LINES (P.O.C.), B) CONNECTIONS TO ELECTRICAL POWER, C) GATE VALVE, QUICK COUPLERS, AND REMOTE CONTROL VALVE, D) ROUTING OF MAINLINE (DIMENSION MAXIMUM 100' ALONG ROUTING), E) ROUTING OF CONTROL WIRING, F) OTHER RELATED EQUIPMENT AS DIRECTED BY THE LANDSCAPE ARCHITECT. 9. PREPARE AND PROVIDE PRIOR TO COMPLETION OF CONSTRUCTION, A THREE RING BINDER CONTAINING THE FOLLOWING INFORMATION: A) INDEX SHEET STATING CONTRACTOR'S ADDRESS, TELEPHONE NUMBER, FAX, E-MAIL AND A, LIST OF EQUIPMENT WITH NAME AND ADDRESS OF LOCAL MANUFACTURER'S REPRESENTATIVES, B) CATALOG AND PARTS SHEETS ON EVERY MATERIAL AND EQUIPMENT INSTALLED UNDER THIS, CONTRACT, C) GUARANTEE STATEMENT, D) COMPLETE OPERATING AND MAINTENANCE INSTRUCTIONS ON ALL MAJOR EQUIPMENT. E) CONSTRUCTION DETAILS FROM THE PROJECT, F) COMPLETE TROUBLE -SHOOTING GUIDE TO COMMON IRRIGATION PROBLEMS, G) WINTERIZATION AND SPRING START-UP PROCEDURES, H) CHART OF APPROXIMATE WATERING TIMES FOR SPRING, SUMMER, AND FALL, 1) A COPY OF THE "AS -BUILT" DRAWINGS AND CONTROLLER CHART. 10. ALL VALVES TO BE PLACED IN "CARSON" GRADE LEVEL BOXES WITH BOLT -LOCK LIDS (OR APPROVED EQUIVALENT). SET BOXES 2 INCHES HIGHER THAN FINISH GRADE IN MULCH AREAS AND FLUSH WITH FINISH GRADE IN LAWN AREAS. JUMBO BOX FOR CHECK VALVE, 10" ROUND BOX FOR GATE/QUICK COUPLER/WIRE SPLICES, AND 12" STANDARD FOR CONTROL VALVES. PROVIDE BOX EXTENSIONS AS REQUIRED. 11. MAINLINE PIPE TO BE BURIED 18 INCHES, LATERALS 12 INCHES, AND SLEEVES 24" INCHES BELOW FINISH GRADE. NO ROCK OR DEBRIS TO BE BACKFILLED OVER PIPE. 12, HEAD AND LINE POSITIONING IS DIAGRAMMATIC ON PLAN. ADJUST IN FIELD AS NECESSARY FOR 100 PERCENT COVERAGE. VALVES TO BE POSITIONED ADJACENT TO PAVEMENT/CURBS, IN SHRUB BEDS WHERE POSSIBLE. 13. FAMILIARIZE OWNERS FACILITY OPERATOR WITH IRRIGATION SYSTEM FUNCTION, CONTROLLER PROGRAMMING, SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS. 14, SPRINKLERS ON RISERS WILL NOT BE ALLOWED UNLESS NOTED ON PLANS. 15, RADIUS REDUCTION TO BE MADE BY USE OF PRESSURE ADJUSTMENT, SCREENS, AND/OR ALTERNATE NOZZLES. IN -NOZZLE ADJUSTMENT IS LIMITED TO 10 PERCENT FOR SPRAY HEADS AND PER MANUFACTURER'S LIMITS FOR OTHER SPRINKLERS. SPRINKLER SPACING NOT EXCEED 60% OF THE DIAMETER OF THE PUBLISHED DATA. 16. ALL CONTROL WIRE SPLICES TO BE MADE AT VALVE BOXES WITH WATER TIGHT ELECTRICAL SPLICES, 3M, SCOTT'S LOCK SEAL TACK 3576-78, OR EQUIVALENT. 17. EACH VALVE BOX TO CONTAIN A MINIMUM OF TWO (2) SPARE ORANGE CONTROL WIRES FOR JACKETED WIRE. ROUTE SPARE WIRES FROM THE CONTROLLER TO THE LAST VALVE OF EACH MAINLINE BRANCH. COMMON WIRE TO BE WHITE. SINGLE STRAND WIRE TO BE A MINIMUM OF 14 GAUGE. 18. ALL ELECTRICAL EQUIPMENT TO BE U.L. TESTED AND APPROVED, AND BEAR THE U.L. LABEL. 19. CROSS CONNECTION PROTECTION INSPECTION REQUIRED. THE BACKFLOW DEVICE TO BE TESTED UPON THE ORIGINAL INSTALLATION. THE TESTING TO BE PERFORMED BY A PERSON HOLDING A CURRENT CERTIFICATE AS A BACKFLOW TESTER. THE TEST REPORT TO BE SUBMITTED TO THE LOCAL WATER DISTRICT, OR PURVEYOR, AND OWNER WITH A COPY TO BARGHAUSEN CONSULTING ENGINEERS, INC. CONTRACTOR TO INCLUDE TESTING IN THE SCOPE OF WORK. OWNER IS RESPONSIBLE FOR ANNUAL INSPECTIONS AFTER THE INTIAL INSPECTION. 20. CONTRACTOR TO PROVIDE SYSTEM WINTERIZATION/SPRING SERVICE WHEN INSTALLATION HAS BEEN COMPLETED WITHIN 90 DAYS OF NOVEMBER 1 FOR WINTERIZATION, OR MAY 15 FOR SPRING SERVICE. SERVICE TO BE PERFORMED AS NEAR AS PRACTICAL THREADED BALL VALVE SCH 80 PVC MALE ADAPTER FINISH GRADE SCH 40 PVC 45• ELBOW FOUR (4) 4"x8" BRICKS - J Q c� r 9 REGULAR VALVE BOX WITH LOCKING LID X PAVEMENT N / NOTE: 1. LOCATE VALVE BOXES IN PLANTING AREAS. 2. WRAP VALVE BOX WITH A MINIMUM OF 3 MIL THICK PLASTIC AND SECURE IT USING DUCT TAPE OR ELECTRICAL TAPE. 3. ALL THREADED CONNECTIONS TO BE MADE USING TEFLON TAPE. 4. ALL CHANGES IN ELEVATION SHALL BE MADE USING SCH 40 PVC 45• ELBOWS. BALL VALVE DETAIL NOT TO SCALE o OC D00( p pO5 o 1n(-)n�_ CHECK VALVE ASSEMBLY DETAIL NOT TO SCALE TRENCH CONDMON SCH 80 PVC UNION SxS SCH 80 PVC NIPPLE TxS MAINLINE THREE INCH (3") THICK LAYER OF PEA GRAVEL OR APPROVED EQUAL 3/8" WELDED WIRE MESH DOUBLE GRADE LEVEL BOXES SIZE TO PERMIT 12" MINIMUM CLEAR FROM WALLS TO TEST COCKS, BOLT LOCK LID DOUBLE CHECK VALVE (STATE APPROVED ASSEMBLY) RESILIANT SEATED VALVES WITH TEST COCKS, INSTALL ASSEMBLY WITH TEST COCKS IN HORIZONTAL POSITION, PER LOCAL REQUIREMENTS PVC MAINLINE PER PLAN -SCH 80 NIPPLE AND FEMALE ADAPTER - TYPICAL UNION AT EACH SIDE OF VALVE SCH 80 PVC - TYPICAL SCH 80 NIPPLE - TYPICAL -BLOCK AS NECESSARY WITH BRICKS AT BASE OF BOX SUMP 1 C.F. 7/8" WASHED GRAVEL NOTE: INSPECTION OF COMPLETED ASSEMBLY BY CERTIFIED TESTER REQUIRED. SLEEVE CONDITION INISH GRADE AVING SECTION ER CIVIL PLANS OMPACT BACKFILL oO )c0 T 90% DENSITY ° J c 0 TOPSOIL BACKFILL) T 95% DENSITY STRUCTURAL) 0,c ;c0 VC LATERAL LEEVING & LT. WIRE SLEEVE 0 � 0 v�c c VC MAINLINE ALVE WIRING IIPE BED MATERIAL 0 0 BE CLEAN AND REE OF ROCK ARGER THAN 1/2" _. NOTE: SLEEVING MATERIAL SHALL BE PVC SCH. 40. DIMENSIONS ARE MIN. CLEARANCES. ALL IRRIGATION SLEEVING TRENCH BACKFILL MATERIAL SHALL BE CLASS "B" OR BETTER (MAX. OF 10% PASSING NO.40 SCREEN) AND BE COMPACTED TO MIN. 95% OPTIMUM DENSITY PER ASTM D-1557-70 (MODIFIED PROCTOR) SLEEVE/TRENCHING DETAIL NOT TO SCALE NO. CI IPPr)PT CTAIIFC Amn FINISH GRADE VALVE BOX QUICK COUPLING VALVE SUMP 1 C.F. 7/8" WASHED GRAVEL THREE (3) 4"x8" BRICKS MARLEX ELL - TYPICAL SCH 80 P.V.C. NIPPLE SCH 40 PVC SXSXT TEE QUICK COUPLING VALVE DETAIL NOT TO SCALE POP-UP Q ° I - a PAVING a - SPRINKLER FLUSH AT LAWN _ AND FLUSH WITH - MULCH LINE SPRINKLER PVC SCH 80 NIPPLE PVC LATERAL 6" CLEAR OF OBSTRUCTION MULCH CONDITION I III NI II II Ik II I FINISH GRADE rl,.N I I - ADJUST ANGLE AT SLOPE COVERAGE CONDITIONS. 50% OF SLOPE ANGLE - TYPICAL NOTE: MANUFACTURER'S LIMITS PREVAIL FOR INSTALLATION AND ADJUSTMENTS. PROVIDE SWING JOINT RISERS AT WALKS AND CURBS. 24" FLEXIBLE RISERS ACCEPTABLE ELSEWHERE. POP-UP RISER ASSEMBLY NOT TO SCALE Z )O NO00 D00 o00O 000 o C O O O' O O NOTE: Z ONE VALVE PER BOX. N PROVIDE EXTRA COILS (18") OF EACH WIRE IN VALVE BOX. COMPACT SOIL AROUND VALVE BOX. USE TEFLON OR FLOWABLE SEALANT IN ALL THREADED FITTINGS, PER MANUFACTURES SPEC'S. REMOTE CONTROL VALVE ASSEMBLY REVISED PER COMMENTS JMV 8.21.24 SURVEYED: SCALE: DESIGNED: ✓MV DRAWN: ✓MV ONE INCH CHECKED: ✓MV AT FULL SCALE IF NOT ONE INCH REVISION BY DATE A P P R APPROVED: ✓Mv SCALE ACCORDINGLY MARLEX 90• ELBOWS PVC SCH 40 TEE SxSxT (SIDE INLET ONLY) PVC SCH 80 SxT 90• ELBOW PVC SCH 80 UNION WIRE WITH WATERPROOF WIRE CONNECTOR - TYPICAL FINISIH GRADE SPARE WIRE WITH WATERPROOF WIRE CONNECTOR ON CUT END VALVE BOX WITH COVER PVC LATERAL TO SPRINKLERS PVC SCH 80 NIPPLE AND FEMALE ADAPTOR PVC SCH 80 UNION PVC SCH 80 NIPPLE REMOTE CONTROL VALVE; BODY CLEAR OF SUMP 1 C.F. 7/8" WASHED GRAVEL SUMP PVC MAINLINE PVC SCH 80 NIPPLE STATE OF WASHINGTO E S E E LAN C C ECT O JEFF M. VA LEY CERTIFICATE No. 774 0 N cl- NOT TO SCALE R-417614 u� IN COMPLIANCE WITH CITY OF RENTON STANDARDS z W DEVELOPMENT ENGINEERING ff0%­%%CURRENT PLANNING c )- Michael Sippo 10/07/2024 Ming 10/08/2024 ' Q n Q DATE: 0 VERTICAL: NAVD , • B A S S A N O APARTMENTS MA Y 2024 2:HORIZONTAL: NAD 1983/3�1991 CITY 0 FIELDBOOK: 1;R] RENTON IRRIGATION NOTES AND DETAILS DRAWING N0: V J DATUM Planning/Building/Public Works Dept. WELLS AVENUE SOUTH L-5 Q RENTON, WASHINGTON 98055 SHEET:20 OF:20 m