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Home My WebLink AboutC24003501 Civil Construction PlanGRADY 16TH STLIND E VALLEY RDBENSONRD S PUGET DR SE EDMONDS AVE SESE 31ST ST SE 116TH AVE SELIND AVE SW167 515 SW 27TH ST SW 34TH ST TALBOTRD S S 21ST ST 405 LEGEND SHEET ΡΓ∆∆Σ ΗΜΧ∆Ω COVER SHEET DESCRIPTIONDRAWING NO. 4 2 SHEET NO. 1 LG-01 COV-01 ΡΝΟΓΗ∆ ΙΝ ΡΓΝΘΣ ΟΚ≅Σ 223// 7ΣΓ ≅Υ∆ Ρ+ ΡΤΗΣ∆ 1/4 Ογνµδ9 ∋142( 727,5002 Ε∆Χ∆Θ≅Κ ς≅Ξ+ ς≅ΡΓΗΜΦΣΝΜ 87//2 οθδοθδχ αξ οθδοθδχ ενθ ΘΝ≅Χ+ ΡΣΝΘΛ+ Ρ∆ς∆Θ % ς≅Σ∆Θ EXISTING CONDITIONS & DEMOLITION PLAN 3 ΒΝΜΡΣΘΤΒΣΗΝΜ ΟΚ≅ΜΡ SMITHERS AVE S FRONTAGE PLAN & PROFILEFR-02 11 12 VAULT PLANPN-01 DETAILSDT-02 - DT-04 7 - 8 GRADING & T.E.S.C. DETAILS & NOTESGR-02 - GR-03 9 S 21ST ST FRONTAGE PLAN & PROFILEFR-01 10 GRADING & T.E.S.C. PLANGR-016 ROAD CROSS SECTIONS & DETAILSDT-01 13 - 15 WATER & SANITARY SEWER PLANSS-01 ΤΣΗΚΗΣΞ ΟΘΝΥΗΧ∆ΘΡ 0 FIRST SUBMITTAL ESM 08/30/17 1 SECOND SUBMITTAL ESM 11/15/17 2 THIRD SUBMITTAL ESM 3 FOURTH SUBMITTAL ESM 07/21/16 4 MYLAR SUBMITTAL ESM 08/19/16 EVERETT Εδχδθκ ςξ+ ς≅ 87//2 Civil Engineering Public Works Project Management Land Surveying Landscape Architecture Land Planning www.esmcivil.com Ρτησδ 1/4 Κ Κ Β 223// 7σγ ≅υδµτδ Ρντσγ Β Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ Ρ FEDERAL WAY ESM JOB #411-004-023 01/03/18 PLAT CONDITIONSNT-01 SANITARY SEWER DETAILS & NOTESSS-02 16 17 CHANNELIZATION PLAN LANDSCAPE PLAN LANDSCAPE PLAN AND PLANTING DETAILS CH-0119 LA-01 LA-02 20 21 DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO.REVISION BY DATE APPR FILENAME:SURVEYED: VERTICAL: NAVD 1988 IF NOT ONE INCH ONE INCHAT FULL SCALE HORIZONTAL: NAD 1983/1991 SCALE ACCORDINGLY DATUMPlanning/Building/Public Works Dept. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDSΣ∆Χ,3/,3204ΡΝΟΓΗ∆ ΙΝ ΡΓΝΘΣ ΟΚ≅Σ ΘΝ≅Χ+ ΡΣΝΘΛ+ Ρ∆ς∆Θ % ς≅Σ∆Θ ΟΚ≅ΜΡ ΒΝΥ∆Θ ΡΓ∆∆Σ ΤΣΗΚΗΣΞ Ο∆ΘΛΗΣ ∀ 11/19/24 COV-01 1 23 NTS BML CJRΡΝΟΓΗ∆ ΙΝ ΡΓΝΘΣ ΟΚ≅ΣΘ,3204/0 \pxi-3,l3,t3;1.SEE SHEET 2 FOR HEARING EXAMINER CONDITIONS OF APPROVAL. ΜΝΣ∆9 SEWER:CITY OF RENTON WATER:CITY OF RENTON POWER:PUGET SOUND ENERGY GAS:PUGET SOUND ENERGY TELEPHONE:CENTURY LINK OR VERIZON FIRE;RENTON REGIONAL FIRE AUTHORITY SCHOOL:RENTON SCHOOL DISTRICT #403 ΜΟΧ∆Ρ ς−≅−Θ− ∀ WAR306125 ΡΒΓΜ∆ΗΧ∆Θ ΓΝΛ∆Ρ+ ΗΜΒ 540/ ΡΝΤΣΓΒ∆ΜΣ∆Θ ΑΚΥΧ+ ΡΣ∆ 0// ΣΤϑςΗΚ≅+ ς≅ 87077 ∋1/5( 137,1360 GERALD & MARCIA SCHNEIDER 6510 SOUTHCENTER BLVD #1 TUKWILA, WA 98188 Κ∆Φ≅Κ Χ∆ΡΒΘΗΟΣΗΝΜ {ESM CONSULTING ENGINEERS, L.L.C. 33400 8TH AVENUE S, SUITE 205 FEDERAL WAY, WA 98003 (253) 838-6113 CONTACT: BRANDON LOUCKS, PE} Φ∆ΝΣ∆ΒΓΜΗΒ≅Κ ∆ΜΦΗΜ∆∆Θ ΝςΜ∆Θ ΒΗΥΗΚ ∆ΜΦΗΜ∆∆Θ ΡΤΘΥ∆ΞΝΘ DEVELOPMENT ENGINEERING, PLLC PO BOX 446 TACOMA, WA 98401 (253) 228-0513 NAVD 88 {(WASHINGTON STATE DEPARTMENT OF TRANSPORTATION SURVEY MARK: MONUMENT ID No. 5281) 2 x 2 INCH LEAD SQUARE WITH A COPPER TACK SET IN THE TOP OF A CONCRETE MONUMENT, 12 CM BELOW GROUND SURFACE AND IN A CASE WITH OUT A LID AT THE INTERSECTION OF S 23rd ST. AND WILLIAMS AVENUE. ELEVATION = 230.738} Χ≅ΣΤΛ Α∆ΜΒΓΛ≅Θϑ {DALEY-MORROW-POBLETE, INC. 726 AUBURN WAY NORTH AUBURN, WA 98002 (253) 333-2200} ER T S ES OF R P S T A N O N A NE G T NO 50085 G S ERTE D E FO HWSA GN R EE 722200-0110 N/A 22,085 SF SINGLE FAMILY 3 R-8 4 DWELLING UNITS/ACRE 8 DWELLING UNITS/ACRE 5,000 SF (PERMITTED) 50' (60' CORNER) FRONT SETBACK: SIDE SETBACK: MAXIMUM IMPERVIOUS COVERAGE: WATER & SEWER PROVIDER: SCHOOL DISTRICT: FIRE DISTRICT: ΡΗΣ∆ Χ≅Σ≅ TAX PARCEL: SITE ADDRESS: SITE GROSS AREA: PROPOSED USE: NUMBER OF LOTS: EXISTING ZONING: MINIMUM NET DENSITY: MAXIMUM NET DENSITY: MINIMUM LOT SIZE: MINIMUM LOT WIDTH: 20' 5' 65%%% CITY OF RENTON RENTON #403 RENTON REGIONAL FIRE DISTRICT 7.25 DWELLING UNITS/ACREPROPOSED NET DENSITY*: 15' (CORNER LOTS)SECONDARY FRONT SETBACK: REAR SETBACK:25' MAXIMUM BUILDING COVERAGE:50%%% *TRACT A AND RIGHT-OF-WAY DEDICATION AREAS SUBTRACTED FROM GROSS AREA 18,006 SFSITE NET AREA*: 5,000 SF (PERMITTED)AVERAGE LOT SIZE: 5,850 SF LOT 2 SIZE: 5,940 SF 6,040 SF LOT 3 SIZE: 5.5%%% (1,218 ST ROW DEDICATION/22,085 SF GROSS SITE AREA)LAND IN STREETS: ΡΗΣ∆ NOT TO SCALE µ Υηβηµησξ Λο HORIZONTAL CONTROL / SITE PLANRW-015 ΒΝΜΣΘ≅ΒΣΝΘ ΜΝΣ∆ \A1;{\C256;IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES.} WATER DETAILS & NOTESSS-0318 TEMPORARY IRRIGATION PLAN TEMPORARY IRRIGATION PLAN DETAILS IR-01 IR-02 22 23 {\C2;LOTS 19, PLAT No. 2 OF RENTON CO-OPERATIVE COAL COMPANY'S ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 9 OF PLATS, PAGE 27, RECORDS OF KING COUNTY, WASHINGTON;} 02/14/2025 WASTEWATER UTILITY jstowell 03/31/2025 WATER UTILITY JValdez 03/31/2025 DEVELOPMENT ENGINEERING HHuynh 04/17/2025 SURFACE WATER UTILITY JFarah 04/25/2025 0 FIRST SUBMITTAL ESM 08/30/17 1 SECOND SUBMITTAL ESM 11/15/17 2 THIRD SUBMITTAL ESM 3 FOURTH SUBMITTAL ESM 07/21/16 4 MYLAR SUBMITTAL ESM 08/19/16 EVERETT Εδχδθκ ςξ+ ς≅ 87//2 Civil Engineering Public Works Project Management Land Surveying Landscape Architecture Land Planning www.esmcivil.com Ρτησδ 1/4 Κ Κ Β 223// 7σγ ≅υδµτδ Ρντσγ Β Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ Ρ FEDERAL WAY ESM JOB #411-004-023 01/03/18 Γ∆≅ΘΗΜΦ ∆Ω≅ΛΗΜ∆Θ ΒΝΜΧΗΣΗΝΜΡ ΝΕ ΟΘ∆ΚΗΛΗΜ≅ΘΞ ΟΚ≅Σ.Ο−Τ−Χ− ≅ΟΟΘΝΥ≅Κ (APRIL 4, 2024) DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO.REVISION BY DATE APPR FILENAME:SURVEYED: VERTICAL: NAVD 1988 IF NOT ONE INCH ONE INCHAT FULL SCALE HORIZONTAL: NAD 1983/1991 SCALE ACCORDINGLY DATUMPlanning/Building/Public Works Dept. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDSΣ∆Χ,3/,3204ΡΝΟΓΗ∆ ΙΝ ΡΓΝΘΣ ΟΚ≅Σ ΟΚ≅Σ ΒΝΜΧΗΣΗΝΜΡ ΤΣΗΚΗΣΞ Ο∆ΘΛΗΣ ∀ 11/19/24 NT-01 2 23 NTS BML CJRΡΝΟΓΗ∆ ΙΝ ΡΓΝΘΣ ΟΚ≅ΣΘ,3204/1 ER T S ES OF R P S T A N O NA NE G T NO 50085 G S ERTE D E FO HWSA GN R EE ’ ’ ’ 1. 2. 3. 4. 5. 6. 7. 8. 02/14/2025 DEVELOPMENT ENGINEERING HHuynh 04/17/2025 BW BACK OF WALK OHW ORDINARY HIGH WATER TOP/TOE OF SLOPE STREAM WITH BUFFERWETLAND WITH BUFFER STORM DRAIN PIPE N.G.P.E. FENCE INSIDE DIAMETER INVERT ELEVATION INCHES LENGTH POUNDS LINEAL FEET MAXIMUM MANUFACTURER MANHOLE MINIMUM MECHANICAL JOINT MISCELLANEOUS NORTH NUMBER NOT TO SCALE ON CENTER OUTSIDE DIAMETER POINT OF INTERSECTION POWER POLE POINT OF VERTICAL INTERSECTION POLYETHYLENE PERFORATED POLYVINYL CHLORIDE PAVEMENT POINT OF VERTICAL TANGENCY POINT OF CURVATURE POINT OF TANGENCY QUANTITY RETAINING RAILROAD RADIUS REDUCER REINFORCED REQUIRED RIGHT OF WAY SOUTH SCHEDULE SQUARE FEET SHEET SPECIFICATIONS SQUARE STATION STANDARD TOP OF CURB TELEPHONE THREADED THROUGH TYPICAL VERTICAL WEST WITH WITHOUT FL FLANGE AVENUE ASBESTOS CEMENT PIPE ADJACENT ALUMINUM AMERICAN NATIONAL STANDARDS INSTITUTE ANGLE POINT ASPHALT AMERICAN SOCIETY OF TESTING AND MATERIALS ASSEMBLY BLIND FLANGE BUILDING BLOCK BLOW OFF BEGIN VERTICAL CURVE CENTER CATCH BASIN CAST IRON CENTERLINE CLEAR CORRUGATED METAL PIPE CLEANOUT CONCRETE CONDUIT CONNECTION CONTRACTOR CONTINUED CUBIC YARDS CLASS CUBIC FEET CUBIC FEET PER SECOND DEGREE OF CURVATURE DUCTILE IRON DIAMETER DEPARTMENT OF TRANSPORTATION DIMENSION DRAWINGS DRAIN EDGE OF PAVEMENT EAST ELEVATION ELEVATION ELECTRICAL END VERTICAL CURVE EXISTING FIGURE FINISHED FLOWLINE FEET FORCE MAIN GAUGE GALVANIZED GALVANIZED IRON GATE VALVE W/O W/ W VERT TYP THRU THRD TEL TC STD STA SQ SPECS SHT SF SCH S R/W REQ REINF RED R RR RET QTY PT PC PVT PVMT PVC PERF PE PVI PP PI OD OC NTS NO N MISC MJ MIN MH MFR MAX LF LB IE ID GV GI GALV GA FM FT FIN FIG EXIST EVC ELEC EL ELEV E EOP D DWGS DIM DOT DIA/%%C DI DC CFS CF CL CY CONT CONTR CONN C CONC CO CMP CLR CI CB CTR BVC BO BLK BLDG BF ASSY ASTM ASPH AP ANSI ALUM ADJ AC AVE ≅ΑΑΘ∆ΥΗ≅ΣΗΝΜΡ (NR) (R) NON-RADIAL BEARING RADIAL BEARING < > DELTA ARC LENGTH BEEHIVE MANHOLE STORM DRAIN MANHOLE CATCH BASIN TYPE 2 W/SOLID LID CATCH BASIN TYPE 1 W/SOLID LID BUILDING SETBACK LINE EASEMENT LINE BOUNDARY LINE SPOT ELEVATION SANITARY SEWER CLEANOUT VERTICAL CURB AND GUTTER EXISTING 821.54 RIP RAP PAD STRAW BALE GRAVEL CONE PROPOSED MONUMENT IN CASE FOUND MONUMENT IN CASE PROPOSED MONUMENT (AS DEFINED) 820 821.54 PROPOSED SANITARY SEWER GRAVITY SANITARY SEWER MANHOLE ROOF DRAIN CATCH BASIN TYPE 2 W/GRATE CATCH BASIN TYPE 1 W/GRATE CONCRETE SIDEWALK ROLLED CURB AND GUTTER ROADWAY CENTERLINE CONTOUR (MINOR) RIGHT-OF-WAY Κ∆Φ∆ΜΧ CLEARING LIMITS FILTER FABRIC FENCE CUTOFF SWALE INTERCEPTOR DITCH CONSTRUCTION ENTRANCE ROCK CHECK DAM SEDIMENT FILTER YARD DRAIN (ROUND LID) YARD DRAIN STORM DRAIN CLEAN-OUT D SANITARY SEWER STORM DRAINAGE S ROCKERY STRAIGHT/RIGHT TURN ARROW HANDICAP PARKING INFORMATION SIGN TRAFFIC SIGN BIKE LANE STRAIGHT ARROW RIGHT TURN ARROW LEFT TURN ARROW STRAIGHT/LEFT/RIGHT TURN ARROW LEFT/RIGHT TURN ARROW STRAIGHT/RIGHT TURN ARROW TRAFFIC OM OM FOUND MONUMENT (AS DEFINED) T.E.S.C.P.SURVEY WETLAND FLAG BIKE RACK DEBRIS PILE FIRE PIT BOLLARD U HORSE SHOE PIT MAILBOX M MILE POST MARKER SOIL LOG SIGN COS SEPTIC DISTRIBUTION BOX S S SANITARY SEWER STUB MARKER POST SV SEPTIC VENT CO STORM PIPE INLET/OUTLET D D STORM DRAIN STUB MARKER POST ROOF DRAIN CATCH BASIN TV CABLE TV MARKER POST CABLE TV RISER SATELLITE DISH LUMINAIRE W/ARM LUMINAIRE LANDSCAPE LIGHT YARD LIGHT (UNDER 10' TALL) G GAS STUB MARKER POST GAS VALVE OC OIL FILLER CAP P GUY ANCHOR P GUY POLE POWER GRATE PB ELECTRICAL JUNCTION PULL/BOX P ELECTRICAL STUB MARKER POST ELECTRICAL METER POWER POLE W/DROP LINE & LIGHT POWER POLE W/DROP LINE, LIGHT & TRANSFORMER POWER POLE W/DROP LINE & TRANSFORMER POWER POLE W/LIGHT POWER POLE W/LIGHT & TRANSFORMER POWER POLE POWER POLE W/TRANSFORMER PAD MOUNTED TRANSFORMER P POWER VAULT/MANHOLE SIGNAL CONTROL BOX SIGNAL JUNCTION BOX TRAFFIC PEDESTRIAN POLE TRAFFIC SIGNAL POLE TRAFFIC SIGNAL POLE W/LIGHT FO FIBER OPTIC MANHOLE FO FIBER OPTIC STUB MARKER POST T TELEPHONE GUY ANCHOR T TELEPHONE ANCHOR POLE TELEPHONE JUNCTION BOX (UG) T TELEPHONE MANHOLE T TELEPHONE STUB MARKER POST TELEPHONE POLE TELEPHONE RISER FIRE DEPT CONNECTION HOSE BIB IR IRRIGATION CONTROL VALVE W WATER MANHOLE W WATER STUB MARKER POST MW MONITORING WELL PIV POST INDICATOR VALVE SPRINKLER HEAD W WATER VAULT WATER WELL FO FIBER OPTICS FENCE HOG WIRE FENCE, SPLIT RAIL FENCE, WIRE FENCE WROUGHT IRON RAILROAD TRACKSCREEK OR STREAM CENTERLINE EXISTING FEATURES BARRICADE MAILBOX SD SERVICE 6" CPEP WITH INVERT @ END OF PIPE CONCRETE BLOCK WALL TELEPHONE (BURIED) OIL GAS POWER (BURIED) TV CABLE (BURIED) POWER (AERIAL) TELEPHONE (AERIAL) TV CABLE (AERIAL) C C G OIL P P T T GUARD RAIL FENCE, BOARD FENCE, BARB-WIRE FENCE, CHAIN-LINK FENCE, ELECTRIC SANITARY SEWER FORCE MAIN TOP OF WALLTOW/TW BOTTOM OF WALLBOW/BW FINISH GRADEFG STORM DRAINSD SANITARY SEWERSS WATER SAMPLING STATIONWSS FIRE DEPARTMENT CONNECTIONFDC ROADWAY 812 820 812 CONTOUR (MAJOR) STREET LIGHT BOLLARDS DOWNSPOUTS FOOTING DRAIN FLOWPATH Δ CL/ FL/ SANITARY SEWER FORCE MAIN 6" DIA DOUBLE SANITARY SIDE SEWER REDUCER WATER PIPE 90%%d BEND TEE CROSS DETECTOR CHECK VALVE AIR-VAC ASSEMBLY BLOWOFF ASSEMBLY DOMESTIC / IRRIGATION METER WATER CAP CONCRETE BLOCKING BUTTERFLY VALVE GATE VALVE FIRE HYDRANT (3 PORT) SANITARY SEWER CAP SANITARY SEWER PIPE 6" DIA SINGLE SANITARY SIDE SEWER EXISTING PROPOSED 866.0 0 FIRST SUBMITTAL ESM 08/30/17 1 SECOND SUBMITTAL ESM 11/15/17 2 THIRD SUBMITTAL ESM 3 FOURTH SUBMITTAL ESM 07/21/16 4 MYLAR SUBMITTAL ESM 08/19/16 EVERETT Εδχδθκ ςξ+ ς≅ 87//2 Civil Engineering Public Works Project Management Land Surveying Landscape Architecture Land Planning www.esmcivil.com Ρτησδ 1/4 Κ Κ Β 223// 7σγ ≅υδµτδ Ρντσγ Β Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ Ρ FEDERAL WAY ESM JOB #411-004-023 01/03/18 CITY OF RENTONCOR DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO.REVISION BY DATE APPR FILENAME:SURVEYED: VERTICAL: NAVD 1988 IF NOT ONE INCH ONE INCHAT FULL SCALE HORIZONTAL: NAD 1983/1991 SCALE ACCORDINGLY DATUMPlanning/Building/Public Works Dept. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDSΣ∆Χ,3/,3204ΡΝΟΓΗ∆ ΙΝ ΡΓΝΘΣ ΟΚ≅Σ Κ∆Φ∆ΜΧ ΡΓ∆∆Σ ΤΣΗΚΗΣΞ Ο∆ΘΛΗΣ ∀ 11/19/24 LG-01 3 23 NTS BML CJRΡΝΟΓΗ∆ ΙΝ ΡΓΝΘΣ ΟΚ≅ΣΘ,3204/2 ER T S ES OF R P S T A N O NA NE G T NO 50085 G S ERTE D E FO HWSA GN R EE 02/14/2025 DEVELOPMENT ENGINEERING HHuynh 04/17/2025 S S S S S CB - TYPE II RIM = 209.76 IE = 203.51 E IE = 203.46 SW IE = 205.27PIE = 209.68 CB - TYPE I RIM = 211.11 IE = 209.66 N 4' WIRE FENCE LEANING AND BROKEN 4' WOOD FENCE 6' WOOD FENCE 6' WOOD FENCE5' CHAIN LINK FENCEFND ½" REBAR W/CAP "DMP INC PLS 22952" SSMH RIM = 209.50 IE = 199.75 S IE = 199.65 N SSMH RIM = 210.20 IE = 199.02 S,E IE = 198.92 N SSMH RIM = 210.91 IE = 201.52 S, E IE = 201.62 N 24.9LF 8" PVC @ 2.53% SSMH RIM = 211.08 IE = 200.08 E IE = 199.98 W SSMH RIM = 209.29 IE = 201.64 E IE = 201.54 W POWER VAULT 26.8LF 12" CMP @ 6.75% L=41.02, R=460.00 {\U+2206}=5\U+00B006'35" ∆ 233.22' S 88°31'38" E 289.71'631.41∆23.80'ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 µ NAVD 88 (WASHINGTON STATE DEPARTMENT OF TRANSPORTATION SURVEY MARK: MONUMENT ID No. 5281) 2 x 2 INCH LEAD SQUARE WITH A COPPER TACK SET IN THE TOP OF A CONCRETE MONUMENT, 12 CM BELOW GROUND SURFACE AND IN A CASE WITH OUT A LID AT THE INTERSECTION OF S 23rd ST. AND WILLIAMS AVENUE. ELEVATION = 230.738ΡΛΗΣΓ∆ΘΡ ≅Υ∆ ΡΧ≅ΣΤΛ9 Α∆ΜΒΓΛ≅Θϑ POWER POLE POWER POLE WITH DROP STORM CATCH BASIN SANITARY SEWER MANHOLE TELEPHONE RISER BOX WATER FIRE HYDRANTWATER METER WATER VALVE CHAINLINK FENCE EDGE CONCRETEEDGE GRAVELUNDERGROUND POWERSANITARY SEWER LINESTORM DRAINAGE LINEUNDERGROUND TELEPHONE LINEWATER LINE OVERHEAD POWER Κ∆Φ∆ΜΧ POWER POLE WITH DROP AND TRANSFORMER POWER POLE WITH TRANSFORMER SANITARY SEWER CLEANOUT STORM DRAIN MANHOLE WOOD FENCE TTELEPHONE MANHOLE TTELEPHONE VAULT COS D S PAVEMENT CENTERLINE {7222000105 2120 SMITHERS AVE S} {7222000106 2114 SMITHERS AVE S} { 9888200010 2101 BURNETT PL S} {9888200020 2107 BURNETT PL S} { 7222000142 2115 SMITHERS AVE S} { 7222000145 2201 SMITHERS AVE S} {7222000141 2109 SMITHERS AVE S} { 7222000103 2126 SMITHERS AVE S}(RESIDENTIAL ACCESS)COTTONWOOD TREE CW EXISTING TREE TO BE REMOVED 0 FIRST SUBMITTAL ESM 08/30/17 1 SECOND SUBMITTAL ESM 11/15/17 2 THIRD SUBMITTAL ESM 3 FOURTH SUBMITTAL ESM 07/21/16 4 MYLAR SUBMITTAL ESM 08/19/16 EVERETT Εδχδθκ ςξ+ ς≅ 87//2 Civil Engineering Public Works Project Management Land Surveying Landscape Architecture Land Planning www.esmcivil.com Ρτησδ 1/4 Κ Κ Β 223// 7σγ ≅υδµτδ Ρντσγ Β Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ Ρ FEDERAL WAY ESM JOB #411-004-023 01/03/18 DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO.REVISION BY DATE APPR FILENAME:SURVEYED: VERTICAL: NAVD 1988 IF NOT ONE INCH ONE INCHAT FULL SCALE HORIZONTAL: NAD 1983/1991 SCALE ACCORDINGLY DATUMPlanning/Building/Public Works Dept. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDSΣ∆Χ,3/,3204ΡΝΟΓΗ∆ ΙΝ ΡΓΝΘΣ ΟΚ≅Σ ∆ΩΗΡΣΗΜΦ ΒΝΜΧΗΣΗΝΜΡ % Χ∆ΛΝΚΗΣΗΝΜ ΟΚ≅Μ ΤΣΗΚΗΣΞ Ο∆ΘΛΗΣ ∀ 11/19/24 EX-01 4 23 1"=20' BML CJRΡΝΟΓΗ∆ ΙΝ ΡΓΝΘΣ ΟΚ≅ΣΘ,3204/3 ≅ ΟΝΘΣΗΝΜ ΝΕ ΣΓ∆ Ρ∆ 0.3 ΝΕ Ρ∆ΒΣΗΝΜ 08+ ΣςΟ+ 12 Θ∆Φ+ 4 ∆+ ςΛ ϑ∆Ξ ΜΝΣ∆Ρ EDGE ASPHALT ΑΤΘΜ∆ΣΣ ΟΚ ΡER T S ES OF R P S T A N O N A NE G T NO 50085 G S ERTE D E FO HWSA GN R EE Ρ 10ΡΣ ΡΣ (NEIGHBORHOOD COLLECTOR ARTERIAL) FOUND CASED MONUMENT Δ =8 1 5 '4 1 " =2 .0 9 ' Δ =2 2 0 4 '2 2 "=1 9 2 .6 2 ' 02/14/2025 DEVELOPMENT ENGINEERING HHuynh 04/17/2025 ∆ ΚΝΣ ≅Θ∆≅ Σ≅ΑΚ∆ ΚΝΣ ≅Θ∆≅ Σ≅ΑΚ∆ ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 µΡΛΗΣΓ∆ΘΡ ≅Υ∆ Ρ0 1 ΣΘ≅ΒΣ ≅2 ΑΤΘΜ∆ΣΣ ΟΚ Ρ{7222000106 2114 SMITHERS AVE S} { 9888200010 2101 BURNETT PL S} {9888200020 2107 BURNETT PL S} {7222000141 2109 SMITHERS AVE S}\A1;40'\A1;VARIES\A1;15' PROPOSED 11.5' R/W DEDICATION (1,399 SF TOTAL DEDICATION) PROPOSED 1.5' R/W DEDICATION (1,218 SF TOTAL DEDICATION) Ρ 10ΡΣ ΡΣ \A1;10' UTILITY EASEMENT (TYP)(32'-35'%%P)\A1;5' STORM EASEMENT 0 FIRST SUBMITTAL ESM 08/30/17 1 SECOND SUBMITTAL ESM 11/15/17 2 THIRD SUBMITTAL ESM 3 FOURTH SUBMITTAL ESM 07/21/16 4 MYLAR SUBMITTAL ESM 08/19/16 EVERETT Εδχδθκ ςξ+ ς≅ 87//2 Civil Engineering Public Works Project Management Land Surveying Landscape Architecture Land Planning www.esmcivil.com Ρτησδ 1/4 Κ Κ Β 223// 7σγ ≅υδµτδ Ρντσγ Β Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ Ρ FEDERAL WAY ESM JOB #411-004-023 01/03/18 DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO.REVISION BY DATE APPR FILENAME:SURVEYED: VERTICAL: NAVD 1988 IF NOT ONE INCH ONE INCHAT FULL SCALE HORIZONTAL: NAD 1983/1991 SCALE ACCORDINGLY DATUMPlanning/Building/Public Works Dept. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDSΣ∆Χ,3/,3204ΡΝΟΓΗ∆ ΙΝ ΡΓΝΘΣ ΟΚ≅Σ ΤΣΗΚΗΣΞ Ο∆ΘΛΗΣ ∀ 11/19/24 RW-01 5 23 NTS BML CJRΡΝΟΓΗ∆ ΙΝ ΡΓΝΘΣ ΟΚ≅ΣΘ,3204/4 ≅ ΟΝΘΣΗΝΜ ΝΕ ΣΓ∆ Ρ∆ 0.3 ΝΕ Ρ∆ΒΣΗΝΜ 08+ ΣςΟ+ 12 Θ∆Φ+ 4 ∆+ ςΛ ER T S ES OF R P S T A N O NA NE G T NO 50085 G S ERTE D E FO HWSA GN R EE \A1;5' STORM EASEMENT 5' JOINT STORM EASEMENT (PRIVATE) NOTE: FUTURE HOUSE FOOTING SHALL BE MIN 5 FEET FROM EASEMENT \A1;20' FRONT BSBL \A1;15' SECONDARY FRONT BSBL 5' SIDE BSBL \A1;5' SIDE BSBL \A1;20' FRONT BSBL \A1;20' FRONT BSBL 02/14/2025 DEVELOPMENT ENGINEERING HHuynh 04/17/2025 P S S S S ER T ST A T NO 50085 G S ERTE D E FO HWSA GN ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 0& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 µΡΛΗΣΓ∆ΘΡ ≅Υ∆ ΡΡ 10ΡΣ ΡΣ 0 1 ΣΘ≅ΒΣ ≅2 ΑΤΘΜ∆ΣΣ ΟΚ Ρ{7222000105 2120 SMITHERS AVE S} {7222000106 2114 SMITHERS AVE S} { 9888200010 2101 BURNETT PL S} {9888200020 2107 BURNETT PL S} {7222000141 2109 SMITHERS AVE S} ≅ΟΟΘΝΩΗΛ≅Σ∆ ∆≅ΘΣΓςΝΘϑ ΠΤ≅ΜΣΗΣΗ∆Ρ STRIPPING (ASSUMED 12") CUT FILL NETFOR PERMIT PURPOSES ONLY. QUANTITIES ARE "NEAT LINE" YARDAGE'S WITHOUT ALLOWANCE FOR SHRINK OR SWELL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CALCULATE ALL YARDAGE'S FOR BID PURPOSES. 1185 CY 0 CY 3,815 CY 3,815 CY FILL (NEIGHBORHOOD COLLECTOR ARTERIAL)(RESIDENTIAL ACCESS)0 FIRST SUBMITTAL ESM 08/30/17 1 SECOND SUBMITTAL ESM 11/15/17 2 THIRD SUBMITTAL ESM 3 FOURTH SUBMITTAL ESM 07/21/16 4 MYLAR SUBMITTAL ESM 08/19/16 EVERETT Εδχδθκ ςξ+ ς≅ 87//2 Civil Engineering Public Works Project Management Land Surveying Landscape Architecture Land Planning www.esmcivil.com Ρτησδ 1/4 Κ Κ Β 223// 7σγ ≅υδµτδ Ρντσγ Β Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ Ρ FEDERAL WAY ESM JOB #411-004-023 01/03/18 DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO.REVISION BY DATE APPR FILENAME:SURVEYED: VERTICAL: NAVD 1988 IF NOT ONE INCH ONE INCHAT FULL SCALE HORIZONTAL: NAD 1983/1991 SCALE ACCORDINGLY DATUMPlanning/Building/Public Works Dept. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDSΣ∆Χ,3/,3204ΡΝΟΓΗ∆ ΙΝ ΡΓΝΘΣ ΟΚ≅Σ ΦΘ≅ΧΗΜΦ % Σ−∆−Ρ−Β− ΟΚ≅Μ ΤΣΗΚΗΣΞ Ο∆ΘΛΗΣ ∀ 11/19/24 GR-01 6 23 1"=40' BML CJRΡΝΟΓΗ∆ ΙΝ ΡΓΝΘΣ ΟΚ≅ΣΘ,3204/5 ≅ ΟΝΘΣΗΝΜ ΝΕ ΣΓ∆ Ρ∆ 0.3 ΝΕ Ρ∆ΒΣΗΝΜ 08+ ΣςΟ+ 12 Θ∆Φ+ 4 ∆+ ςΛ ΒΝΜΡΣΘΤΒΣΗΝΜ Ρ∆ΠΤ∆ΜΒ∆ NOTE: REFER TO WET SEASON PROVISIONS ON SHEET GR-02 FOR ADDITIONAL EROSION CONTROL MEASURES THAT ARE REQUIRED FOR WET WEATHER CONSTRUCTION (BETWEEN OCTOBER 1 AND APRIL 30). 1.SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE CITY OF RENTON. 2.POST SIGN WITH NAME AND PHONE NUMBER OF T.E.S.C. SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3.FLAG OR FENCE CLEARING LIMITS. 4.INSTALL CATCH BASIN PROTECTION ON EXISTING STRUCTURES AS SHOWN. 5.GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6.INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7.GRADE AND STABILIZE CONSTRUCTION ROADS. 8.CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. CONSTRUCT SWPPS CONTROLS IN ANTICIPATION OD SCHEDULED CONSTRUCTION ACTIVITY (E.G., CONCRETE-RELATED PH MEASURES FOR UTILITY, VAULT OR ROADWAY CONSTRUCTION.) 9.MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF RENTON STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 10.RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY OF RENTON EROSION AND SEDIMENT CONTROL STANDARDS. 11.COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 12.STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 13.SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 14.INSTALL STORM DRAINAGE SYSTEM WITH TEMPORARY CATCH BASIN PROTECTION. 15.EXCAVATE AND CONSTRUCT STORMWATER VAULT. 16.INSTALL ALL OTHER UTILITIES, CURB, GUTTER, SIDEWALK AND PAVING. 17.CLEAN DETENTION SYSTEM AS NECESSARY. {18.UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND SEDIMENT CONTROL BMPS REMOVED IF APPROPRIATE.} 19.COR INSPECTORS MAY REQUIRE ADDITIONAL TESC MEASURES/BMPS IN ORDER TO PREVENT OR LIMIT RUNOFF OFFSITE. 02/14/2025 DEVELOPMENT ENGINEERING HHuynh 04/17/2025 0 FIRST SUBMITTAL ESM 08/30/17 1 SECOND SUBMITTAL ESM 11/15/17 2 THIRD SUBMITTAL ESM 3 FOURTH SUBMITTAL ESM 07/21/16 4 MYLAR SUBMITTAL ESM 08/19/16 EVERETT Εδχδθκ ςξ+ ς≅ 87//2 Civil Engineering Public Works Project Management Land Surveying Landscape Architecture Land Planning www.esmcivil.com Ρτησδ 1/4 Κ Κ Β 223// 7σγ ≅υδµτδ Ρντσγ Β Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ Ρ FEDERAL WAY ESM JOB #411-004-023 01/03/18 ΛΤΚΒΓ ΡΣ≅ΜΧ≅ΘΧΡ ≅ΜΧ ΦΤΗΧ∆ΚΗΜ∆Ρ AIR-DRIED; FREE FROM UNDESIRABLE SEED AND COARSE MATERIAL 2"-3" THICK; 2-3 BALES PER 1000 SF OR 2-3 TONS PER ACRE WOOD FIBER CELLULOSE NO GROWTH INHIBITING FACTORS APPROX. 25-30 LBS PER 1000 SF OR 1000-1500 LBS PER ACRE 2" THICK MIN.; APPROX. 100 TONS PER ACRE (APPROX. 800 LBS PER YARD) CHIPPED SITE VEGETATION AVERAGE SIZE SHALL BE SEVERAL INCHES. 2" MINIMUM THICKNESS STRAW COMPOST COST-EFFECTIVE PROTECTION WHEN APPLIED WITH ADEQUATE THICKNESS. HAND-APPLICATION GENERALLY REQUIRES GREATER THICKNESS THAN BLOWN STRAW. STRAW SHOULD BE CRIMPED TO AVOID WIND BLOW. THE THICKNESS OF STRAW MAY BE REDUCED BY HALF WHEN USED IN CONJUNCTION WITH SEEDING. SHALL BE APPLIED WITH HYDROMULCHER. SHALL NOT BE USED WITHOUT SEED AND TACKIFIER UNLESS THE APPLICATION RATE IS AT LEAST DOUBLED. SOME WOOD FIBER WITH VERY LONG FIBERS CAN BE EFFECTIVE AT LOWER APPLICATION RATES AND WITHOUT SEED OR TACKIFIER. MORE EFFECTIVE CONTROL CAN BE OBTAINED BY INCREASING THICKNESS TO 3". EXCELLENT MULCH FOR PROTECTING FINAL GRADES UNTIL LANDSCAPING BECAUSE IT CAN BE DIRECTLY SEEDED OR TILLED INTO SOIL AS AN AMENDMENT. SOURCES FOR COMPOST ARE AVAILABLE FROM THE KING COUNTY COMMISSION FOR MARKETING RECYCLABLE MATERIALS AT (206) 296-4439. THIS NO VISIBLE WATER OR DUST DURING HANDLING. MUST BE PURCHASED FROM SUPPLIER WITH SOLID WASTE HANDLING PERMIT. ΛΤΚΒΓ Λ≅Σ∆ΘΗ≅Κ ΠΤ≅ΚΗΣΞ ΡΣ≅ΜΧ≅ΘΧΡ ≅ΟΟΚΗΒ≅ΣΗΝΜ Θ≅Σ∆Ρ Θ∆Λ≅ΘϑΡ ∆ΘΝΡΗΝΜ . Ρ∆ΧΗΛ∆ΜΣ≅ΣΗΝΜ ΒΝΜΣΘΝΚ ΜΝΣ∆Ρ ς∆Σ Ρ∆≅ΡΝΜ ΟΘΝΥΗΡΗΝΜΡ NOTE: THE PROJECT EARTHWORK IS LIMITED TO SEASONALLY DRIER PERIODS (TYPICALLY APRIL 1 TO OCTOBER 31) IN ACCORDANCE WITH THE GEOTECHNICAL RECOMMENDATION MADE BY ASSOCIATED EARTH SCIENCES, INC, (DATED JANUARY 18, 2017). NOTE: THE FOLLOWING MEASURES ARE REQUIRED FOR CONSTRUCTION DURING THE WET SEASON (OCTOBER 1 - APRIL 30) IN ADDITION TO THE STANDARD TESC MEASURES. 1.THE ALLOWED TIME THAT A DISTURBED AREA MAY REMAIN UNWORKED WITHOUT COVER MEASURES IS REDUCED TO TWO CONSECUTIVE WORKING DAYS, RATHER THAN SEVEN (SECTION D.3.2). 2.STOCKPILES AND STEEP CUT AND FILL SLOPES ARE TO BE PROTECTED IF UNWORKED FOR MORE THAN 12 HOURS (SECTION D.3.2). 3.COVER MATERIALS SUFFICIENT TO COVER ALL DISTURBED AREAS SHALL BE STOCKPILED ON SITE (SECTION D.3.2). 4.ALL AREAS THAT ARE TO BE UNWORKED DURING THE WET SEASON SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON (SECTION D.3.2.5). 5.MULCH IS REQUIRED TO PROTECT ALL SEEDED AREAS (SECTION D.3.2.1). 6.FIFTY LINEAR FEET OF SILT FENCE (AND THE NECESSARY STAKES) PER ACRE OF DISTURBANCE MUST BE STOCKPILED ON SITE (SECTION D.3.3.1). 7.CONSTRUCTION ROAD AND PARKING LOT STABILIZATION ARE REQUIRED FOR ALL SITES UNLESS THE SITE IS UNDERLAIN BY COARSE-GRAINED SOIL (SECTION D.3.4.2). 8.SEDIMENT RETENTION IS REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW (SECTION D.3.5). 9.SURFACE WATER CONTROLS ARE REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW (SECTION D.3.6). 10.PHASING AND MORE CONSERVATIVE BMPS MUST BE EVALUATED FOR CONSTRUCTION ACTIVITY NEAR THE SURFACE WATERS (SECTION D.5.3). 11.ANY RUNOFF GENERATED BY DEWATERING MAY BE REQUIRED TO DISCHARGE TO THE SANITARY SEWER (WITH APPROPRIATE DISCHARGE AUTHORIZATION), PORTABLE SAND FILTER SYSTEMS, OR HOLDING TANKS. 12.THE FREQUENCY OF MAINTENANCE REVIEW INCREASES FROM MONTHLY TO WEEKLY (SECTION D.5.4). ΒΝΜΧΗΣΗΝΜΡ ΕΝΘ ς∆Σ Ρ∆≅ΡΝΜ ΒΝΜΡΣΘΤΒΣΗΝΜ 1.ANY CONSTRUCTION THAT WILL RESULT IN DISTURBED AREAS ON OR WITHIN A CRITICAL AREA OR ASSOCIATED BUFFER, SHALL BE SUBJECT TO THE "CRITICAL AREA RESTRICTIONS" CONTAINED IN THE ESC STANDARDS. THESE PROVISIONS INCLUDE PHASING THE PROJECT WHENEVER POSSIBLE SO THAT CONSTRUCTION IN THESE AREAS IS LIMITED TO THE DRY SEASON. 2.DURING CONSTRUCTION, ESC PLANS SHALL BE REVISED AS NECESSARY BY THE ESC SUPERVISOR OR AS DIRECTED BY THE CITY TO ADDRESS CHANGING SITE CONDITIONS, UNEXPECTED STORM EVENTS, OR NON-COMPLIANCE WITH THE ESC PERFORMANCE CRITERIA IN SECTION D.4.1 (P. D-69). IF NON-COMPLIANCE WITH THE ESC PERFORMANCE CRITERIA OCCURS, THE PLAN MUST BE UPDATED WITHIN 48 HOURS (FAILURE TO DO SO COULD RESULT IN A {“}STOP WORK{”} ORDER AS DETERMINED BY THE CITY INSPECTOR) OF INSPECTIONS OR INVESTIGATIONS. IMPLEMENTATION OF THE ONSITE CHANGES MUST OCCUR WITHIN 5 DAYS. 3.ALL ESC MEASURES SHALL BE MAINTAINED AND REVIEWED ON A REGULAR BASIS AS PRESCRIBED IN THE MAINTENANCE REQUIREMENTS FOR EACH BMP AND IN THIS SECTION. THE ESC SUPERVISOR SHALL REVIEW THE SITE AT LEAST WEEKLY DURING THE WET SEASON, AND WITHIN 24 HOURS OF SIGNIFICANT STORMS. IN GENERAL, A SIGNIFICANT STORM IS ONE WITH MORE THAN 0.5 INCHES OF RAIN IN 24 HOURS OR LESS. THE CITY MAY REQUIRE THAT A WRITTEN RECORD OF THESE REVIEWS BE KEPT ON SITE WITH COPIES SUBMITTED TO THE CITY WITHIN 48 HOURS. “” 1. THESE PLANS ARE APPROVED FOR STANDARD ROAD AND DRAINAGE IMPROVEMENTS ONLY. PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. 2. 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 RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. ΡΣΘΤΒΣΤΘ≅Κ ΜΝΣ∆Ρ DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO.REVISION BY DATE APPR FILENAME:SURVEYED: VERTICAL: NAVD 1988 IF NOT ONE INCH ONE INCHAT FULL SCALE HORIZONTAL: NAD 1983/1991 SCALE ACCORDINGLY DATUMPlanning/Building/Public Works Dept. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDSΣ∆Χ,3/,3204ΡΝΟΓΗ∆ ΙΝ ΡΓΝΘΣ ΟΚ≅Σ ΦΘ≅ΧΗΜΦ % Σ−∆−Ρ−Β− Χ∆Σ≅ΗΚΡ % ΜΝΣ∆Ρ ΤΣΗΚΗΣΞ Ο∆ΘΛΗΣ ∀ 11/19/24 GR-02 23 NTS BML CJRΡΝΟΓΗ∆ ΙΝ ΡΓΝΘΣ ΟΚ≅ΣΘ,3204/6 ER T ST A T NO 50085 G S ERTE D E FO HWSA GN 02/14/2025 DEVELOPMENT ENGINEERING HHuynh 04/17/2025 0 FIRST SUBMITTAL ESM 08/30/17 1 SECOND SUBMITTAL ESM 11/15/17 2 THIRD SUBMITTAL ESM 3 FOURTH SUBMITTAL ESM 07/21/16 4 MYLAR SUBMITTAL ESM 08/19/16 EVERETT Εδχδθκ ςξ+ ς≅ 87//2 Civil Engineering Public Works Project Management Land Surveying Landscape Architecture Land Planning www.esmcivil.com Ρτησδ 1/4 Κ Κ Β 223// 7σγ ≅υδµτδ Ρντσγ Β Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ Ρ FEDERAL WAY ESM JOB #411-004-023 01/03/18 DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO.REVISION BY DATE APPR FILENAME:SURVEYED: VERTICAL: NAVD 1988 IF NOT ONE INCH ONE INCHAT FULL SCALE HORIZONTAL: NAD 1983/1991 SCALE ACCORDINGLY DATUMPlanning/Building/Public Works Dept. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDSΣ∆Χ,3/,3204ΡΝΟΓΗ∆ ΙΝ ΡΓΝΘΣ ΟΚ≅Σ ΦΘ≅ΧΗΜΦ % Σ−∆−Ρ−Β− Χ∆Σ≅ΗΚΡ % ΜΝΣ∆Ρ ΤΣΗΚΗΣΞ Ο∆ΘΛΗΣ ∀ 11/19/24 GR-03 8 23 NTS BML CJRΡΝΟΓΗ∆ ΙΝ ΡΓΝΘΣ ΟΚ≅ΣΘ,3204/7 ER T ST A T NO 50085 G S ERTE D E FO HWSA GN 02/14/2025 DEVELOPMENT ENGINEERING HHuynh 04/17/2025 P S S S Ρ 10ΡΣ ΡΣ1 2 ER T ST A T NO 50085 G S ERTE D E FO HWSA GN ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 µ 0 FIRST SUBMITTAL ESM 08/30/17 1 SECOND SUBMITTAL ESM 11/15/17 2 THIRD SUBMITTAL ESM 3 FOURTH SUBMITTAL ESM 07/21/16 4 MYLAR SUBMITTAL ESM 08/19/16 EVERETT Εδχδθκ ςξ+ ς≅ 87//2 Civil Engineering Public Works Project Management Land Surveying Landscape Architecture Land Planning www.esmcivil.com Ρτησδ 1/4 Κ Κ Β 223// 7σγ ≅υδµτδ Ρντσγ Β Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ Ρ FEDERAL WAY ESM JOB #411-004-023 01/03/18 DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO.REVISION BY DATE APPR FILENAME:SURVEYED: VERTICAL: NAVD 1988 IF NOT ONE INCH ONE INCHAT FULL SCALE HORIZONTAL: NAD 1983/1991 SCALE ACCORDINGLY DATUMPlanning/Building/Public Works Dept. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDSΣ∆Χ,3/,3204ΡΝΟΓΗ∆ ΙΝ ΡΓΝΘΣ ΟΚ≅Σ Ρ 10ΡΣ ΡΣ ΕΘΝΜΣ≅Φ∆ ΟΚ≅Μ % ΟΘΝΕΗΚ∆ ΤΣΗΚΗΣΞ Ο∆ΘΛΗΣ ∀ 02/18/25 FR-01 9 23 1"=20' BML CJRΡΝΟΓΗ∆ ΙΝ ΡΓΝΘΣ ΟΚ≅ΣΘ,3204/8 ≅ ΟΝΘΣΗΝΜ ΝΕ ΣΓ∆ Ρ∆ 0.3 ΝΕ Ρ∆ΒΣΗΝΜ 08+ ΣςΟ+ 12 Θ∆Φ+ 4 ∆+ ςΛ 0ΡΛΗΣΓ∆ΘΡ ≅Υ∆ ΡΡ 10ΡΣ ΡΣ A DT-01 A DT-01 PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE SIDEWALK 1.UNLESS OTHERWISE NOTED, ALL STORM PIPE SHALL BE POLYPROPYLENE (PP) DUAL WALL, OR APPROVED EQUAL PER COR STD DETAIL 220.10 ON SHEET DT-02.{ 2.CATCH BASIN LIDS: A.CENTER OF GRATE = CENTER OF STRUCTURE FOR TYPE 1 AND TYPE 1L STRUCTURES ONLY. B.SPECIFIED STATION AND OFFSET REFERENCE CENTER OF STRUCTURE FOR ALL DRAINAGE FACILITIES UNLESS OTHERWISE NOTED ON PLANS. C.ALL GRATES SHALL BE VANED UNLESS OTHERWISE SHOWN. 3.INSTALL 12' LONG CONCRETE FILL-IN LANDING PAD WITH THICKENED EDGE BETWEEN CURB AND SIDEWALK FROM STATION 100+95 TO STATION 101+07. KING COUNTY METRO TO Κ∆Φ∆ΜΧ ΜΝΣ∆Ρ9 SEE SHEET FR-02 { 9888200010 2101 BURNETT PL S} 1"= 1"=ΡΒ≅Κ∆9 HORIZ. VERT. 20' 5' NOT TO SCALE ΒΚ∆≅Μ,ΝΤΣ Χ∆Σ≅ΗΚΡ TEECLEANOUT 1.5" GRIND AND OVERLAY ΣΘ≅ΒΣ ≅ 02/20/2024 DEVELOPMENT ENGINEERING HHuynh 04/17/2025 SURFACE WATER UTILITY JFarah 04/25/2025 P SSS ΡΛΗΣΓ∆ΘΡ ≅Υ∆ Ρ EX 12"\U+2205 CONC @ S=0.00% ER T ST A T NO 50085 G S ERTE D E FO HWSA GN ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 µ ΡΛΗΣΓ∆ΘΡ ≅Υ∆ Ρ 0 \A1;PROPOSED 11.5' R/W DEDICATION 0 FIRST SUBMITTAL ESM 08/30/17 1 SECOND SUBMITTAL ESM 11/15/17 2 THIRD SUBMITTAL ESM 3 FOURTH SUBMITTAL ESM 07/21/16 4 MYLAR SUBMITTAL ESM 08/19/16 EVERETT Εδχδθκ ςξ+ ς≅ 87//2 Civil Engineering Public Works Project Management Land Surveying Landscape Architecture Land Planning www.esmcivil.com Ρτησδ 1/4 Κ Κ Β 223// 7σγ ≅υδµτδ Ρντσγ Β Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ Ρ FEDERAL WAY ESM JOB #411-004-023 01/03/18 DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO.REVISION BY DATE APPR FILENAME:SURVEYED: VERTICAL: NAVD 1988 IF NOT ONE INCH ONE INCHAT FULL SCALE HORIZONTAL: NAD 1983/1991 SCALE ACCORDINGLY DATUMPlanning/Building/Public Works Dept. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDSΣ∆Χ,3/,3204ΡΝΟΓΗ∆ ΙΝ ΡΓΝΘΣ ΟΚ≅Σ ΡΛΗΣΓ∆ΘΡ ≅Υ∆ Ρ ΕΘΝΜΣ≅Φ∆ ΟΚ≅Μ % ΟΘΝΕΗΚ∆ ΤΣΗΚΗΣΞ Ο∆ΘΛΗΣ ∀ 02/18/25 FR-02 10 23 1"=20' BML CJRΡΝΟΓΗ∆ ΙΝ ΡΓΝΘΣ ΟΚ≅ΣΘ,32040/ ≅ ΟΝΘΣΗΝΜ ΝΕ ΣΓ∆ Ρ∆ 0.3 ΝΕ Ρ∆ΒΣΗΝΜ 08+ ΣςΟ+ 12 Θ∆Φ+ 4 ∆+ ςΛ B DT-01 B DT-01 \A1;16' PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE SIDEWALK 1.UNLESS OTHERWISE NOTED, ALL STORM PIPE SHALL BE POLYPROPYLENE (PP) DUAL WALL, OR APPROVED EQUAL PER COR STD DETAIL 220.10 ON SHEET DT-02.{ 2.CATCH BASIN LIDS: A.CENTER OF GRATE = CENTER OF STRUCTURE FOR TYPE 1 AND TYPE 1L STRUCTURES ONLY. B.SPECIFIED STATION AND OFFSET REFERENCE CENTER OF STRUCTURE FOR ALL DRAINAGE FACILITIES UNLESS OTHERWISE NOTED ON PLANS. C.ALL GRATES SHALL BE VANED UNLESS OTHERWISE SHOWN. 3.ALL DRAINAGE CONNECTIONS TO THE NEW PUBLIC STORM DRAIN FROM THE NEW SINGLE FAMILY HOMES SHALL BE MADE VIA SOLID PIPE CONNECTION. SEE COR STD DETAIL 225.10 ON Κ∆Φ∆ΜΧ ΜΝΣ∆Ρ9 SEE SHEET FR-01 \A1;15'{72220001062114 SMITHERS AVE S} {7222000141 2109 SMITHERS AVE S} 1"= 1"=ΡΒ≅Κ∆9 HORIZ. VERT. 20' 5' 1.5" GRIND AND OVERLAY 02/20/2024 DEVELOPMENT ENGINEERING HHuynh 04/17/2025 SURFACE WATER UTILITY JFarah 04/25/2025 S ER T ST A T NO 50085 G S ERTE D E FO HWSA GN ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 5 0/& 2010 µ Ρ∆ΒΣΗΝΜ ≅,≅ Ρ∆ΒΣΗΝΜ Α,Α1"= 1"=ΡΒ≅Κ∆9 HORIZ. VERT. 10' 5' 1"=ΡΒ≅Κ∆9 HORIZ. VERT. 10' 5' \A1;7.5" FREEBOARD ΚΝΣ 1 R/W ΚΝΣ 2 \A1;7.5" FREEBOARD \A1;37.46'\A1;5.25'\A1;5' MIN \A1;59.06'\A1;6.64'5' STORM EASEMENT \A1;5' STORM EASEMENT BOTTOM OF LIVE STORAGE=204.25 TOP OF LIVE STORAGE=209.5 \A1;5' MIN 0 FIRST SUBMITTAL ESM 08/30/17 1 SECOND SUBMITTAL ESM 11/15/17 2 THIRD SUBMITTAL ESM 3 FOURTH SUBMITTAL ESM 07/21/16 4 MYLAR SUBMITTAL ESM 08/19/16 EVERETT Εδχδθκ ςξ+ ς≅ 87//2 Civil Engineering Public Works Project Management Land Surveying Landscape Architecture Land Planning www.esmcivil.com Ρτησδ 1/4 Κ Κ Β 223// 7σγ ≅υδµτδ Ρντσγ Β Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ Ρ FEDERAL WAY ESM JOB #411-004-023 01/03/18 DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO.REVISION BY DATE APPR FILENAME:SURVEYED: VERTICAL: NAVD 1988 IF NOT ONE INCH ONE INCHAT FULL SCALE HORIZONTAL: NAD 1983/1991 SCALE ACCORDINGLY DATUMPlanning/Building/Public Works Dept. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDSΣ∆Χ,3/,3204ΡΝΟΓΗ∆ ΙΝ ΡΓΝΘΣ ΟΚ≅Σ ΤΣΗΚΗΣΞ Ο∆ΘΛΗΣ ∀ 02/18/25 PN-01 11 23 NTS BML CJRΡΝΟΓΗ∆ ΙΝ ΡΓΝΘΣ ΟΚ≅ΣΘ,320400 ≅ ΟΝΘΣΗΝΜ ΝΕ ΣΓ∆ Ρ∆ 0.3 ΝΕ Ρ∆ΒΣΗΝΜ 08+ ΣςΟ+ 12 Θ∆Φ+ 4 ∆+ ςΛ 1 2 Ρ 10ΡΣ ΡΣΑ Α ≅≅ \A1;5' STORM EASEMENT \A1;5' STORM EASEMENT\A1;16'{7222000105 2120 SMITHERS AVE S} TOP OF LIVE STORAGE=209.50 BOTTOM OF LIVE STORAGE=204.25 Χ∆Σ∆ΜΣΗΝΜ ΥΝΚΤΛ∆Ρ ∋ΚΗΥ∆ ΡΣΝΘ≅Φ∆( MODELEDPROPOSED 10,496 CF (0.240 AC-FT) 10,731 CF (0.241 AC-FT) 2' STONE PERIMETER \A1;33.46' S 21ST ST ROW BACK OFSIDEWALK1.UNLESS OTHERWISE NOTED, ALL STORM PIPE SHALL BE PER COR STD DETAIL 220.10 ON SHEET DT-02.{ 2.CATCH BASIN LIDS: A.CENTER OF GRATE = CENTER OF STRUCTURE FOR TYPE 1 AND TYPE 1L STRUCTURES ONLY. B.SPECIFIED STATION AND OFFSET REFERENCE CENTER OF STRUCTURE FOR ALL DRAINAGE FACILITIES UNLESS OTHERWISE NOTED ON PLANS. C.ALL GRATES SHALL BE VANED UNLESS OTHERWISE SHOWN.} ΜΝΣ∆Ρ9 C DT-01 C DT-01 AQUACELLAQUACELLIE #2: 206.95 IE #3: 207.75 END OF PAVING02/20/2024 DEVELOPMENT ENGINEERING HHuynh 04/17/2025 0 FIRST SUBMITTAL ESM 08/30/17 1 SECOND SUBMITTAL ESM 11/15/17 2 THIRD SUBMITTAL ESM 3 FOURTH SUBMITTAL ESM 07/21/16 4 MYLAR SUBMITTAL ESM 08/19/16 EVERETT Εδχδθκ ςξ+ ς≅ 87//2 Civil Engineering Public Works Project Management Land Surveying Landscape Architecture Land Planning www.esmcivil.com Ρτησδ 1/4 Κ Κ Β 223// 7σγ ≅υδµτδ Ρντσγ Β Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ Ρ FEDERAL WAY ESM JOB #1938-001-016 01/03/18 Φ∆Μ∆Θ≅Κ ΜΝΣ∆Ρ DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO.REVISION BY DATE APPR FILENAME:SURVEYED: VERTICAL: NAVD 1988 IF NOT ONE INCH ONE INCHAT FULL SCALE HORIZONTAL: NAD 1983/1991 SCALE ACCORDINGLY DATUMPlanning/Building/Public Works Dept. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDSΣ∆Χ,3/,3204ΡΝΟΓΗ∆ ΙΝ ΡΓΝΘΣ ΟΚ≅Σ ΘΝ≅Χ ΒΘΝΡΡ Ρ∆ΒΣΗΝΜΡ % Χ∆Σ≅ΗΚΡ ΤΣΗΚΗΣΞ Ο∆ΘΛΗΣ ∀ 11/19/24 DT-01 12 23 AS SHOWN BML CJRΡΝΟΓΗ∆ ΙΝ ΡΓΝΘΣ ΟΚ≅ΣΘ,320401 ER T S ES OF R P S T A N O N A NEG T NO 50085 G S ERTE D E FO HWSA GN R EE Ρ∆ΒΣΗΝΜ ≅,≅ ΡΝΤΣΓ 10ΡΣ ΡΣΘ∆∆Σ (NEIGHBORHOOD COLLECTOR ARTERIAL) OF R/W \A1;15'EXR/WVARIES VARIES Ρ∆ΒΣΗΝΜ Α,Α ΡΛΗΣΓ∆ΘΡ ≅Υ∆ Ρ (RESIDENTIAL ACCESS)1.5%%%2:1 MAX 2:1 MAX\A1;8'\A1;0.50'\A1;8'\A1;8'SIDEWALKLANDSCAPEPARKING LANE \A1;40'VARIES\A1;VARIES 34.70' TO 44.67' \A1;19'%%P \A1;VARIES 2'%%P TO 6'%%P CROWN OF EX PAVEMENT OF R/W VARIES VARIES 2:1 MAX 2:1 MAX\A1;0.50'\A1;8'\A1;5'SIDEWALKLANDSCAPE \A1;15'VARIES\A1;15'\A1;11.5' PROPOSED R/W DEDICATION Ρ∆ΒΣΗΝΜ Β,Β ΣΘ≅ΒΣ ≅ (JOINT USE DRIVEWAY) 2.0%%%\A1;8'\A1;8'\A1;3'2:1 MAX 2:1 MAX2:1 MAX 2:1 MAX \A1;16' \A1;PROPOSED 38' TRACT A VARIES 1'%%P TO 5'%%P \A1;PROPOSED 1.5' R/W DEDICATION \A1;VARIES 12'%%P TO 2'%%P SCALE:1"=5' SCALE:1"=5' SCALE:1"=5' PROP R/W \A1;23' \A1;13' LOT 2LOT 3 EXR/WEXR/WEXR/WPROP R/W 1.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON CODE, KING COUNTY ROAD STANDARDS (KCRS), KING COUNTY SURFACE WATER DESIGN MANUAL (KCSWDM) AND THE CONDITIONS OF PRELIMINARY SUBDIVISION APPROVAL. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO THE CITY OF RENTON. 2.THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE CITY OF RENTON. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE CITY PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. 3.APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G., DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL, ETC.). 4.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON, THE APPLICANT, AND THE APPLICANTS CONSTRUCTION REPRESENTATIVE. 5.A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6.ENVIRONMENTAL NOISE LEVELS SHALL BE LIMITED IN ACCORDANCE WITH WAC 173-60-040 AND KING COUNTY CODE (SECTION 12.86); NORMALLY, THIS IS 7 A.M. TO 10 P.M. ON WEEKDAYS AND 9 A.M. TO 10 P.M. ON WEEKENDS. 7.IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF SITE WORK WITHIN THE ROAD RIGHT-OF-WAY. 8.FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEETS ALL REQUIREMENTS OF THE CITY OF RENTON IS SUBMITTED TO CITY INSPECTION SECTION THREE DAYS PRIOR TO CONSTRUCTION. 9.DATUM SHALL BE NAVD 1988 UNLESS OTHERWISE APPROVED BY CITY OF RENTON. 10.GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENT, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH SECTION B15.02 OF THE APWA STANDARD SPECIFICATIONS. 11.ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY. 12.ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY (WSDOT 2-06.5). 13.OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPROVED PLANS. 14.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC 1.5%%% MIN 1.5%%%1.5%%% MIN NOT TO SCALE Ο≅Υ∆Λ∆ΜΣ Ρ∆ΒΣΗΝΜ \pxqc;PUBLIC PRIVATE TRACT A 02/14/2025 DEVELOPMENT ENGINEERING HHuynh 04/17/2025 SCALE: 1" = 5' n Federal Way, WA 98003 Suite 205 L L C 33400 8th Avenue South C O N S U L T I N G E N G I N E E R S CITY OF RENTONTED-40-4315SOPHIE JO SHORT PLAT UTILITY PERMIT #SOPHIE JO SHORT PLATR-431513 A PORTION OF THE SE 1/4 OF SECTION 19, TWP, 23 REG, 5 E, WM SMITHERS AVE SS 21ST ST CURB RAMP/CURB RETURN DETAIL CURB RAMP #1 SPOT ELEVATION CHART POINT ELEVATION A 210.37 (@ FL) B 210.33 (@ FL) C 210.29 (@ FL) D 210.25 (@ FL) E 210.87 F 210.75 G 210.80 H 210.76 I 210.86 J 210.82 CURB F TABLEL S 21ST ST A B C D E F I J G H CONNECTION DETAIL RECESSED CURB DETAIL 02/14/2025 DEVELOPMENT ENGINEERING HHuynh 04/17/2025 0 FIRST SUBMITTAL ESM 08/30/17 1 SECOND SUBMITTAL ESM 11/15/17 2 THIRD SUBMITTAL ESM 3 FOURTH SUBMITTAL ESM 07/21/16 4 MYLAR SUBMITTAL ESM 08/19/16 EVERETT Εδχδθκ ςξ+ ς≅ 87//2 Civil Engineering Public Works Project Management Land Surveying Landscape Architecture Land Planning www.esmcivil.com Ρτησδ 1/4 Κ Κ Β 223// 7σγ ≅υδµτδ Ρντσγ Β Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ Ρ FEDERAL WAY ESM JOB #1938-001-016 01/03/18 DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO.REVISION BY DATE APPR FILENAME:SURVEYED: VERTICAL: NAVD 1988 IF NOT ONE INCH ONE INCHAT FULL SCALE HORIZONTAL: NAD 1983/1991 SCALE ACCORDINGLY DATUMPlanning/Building/Public Works Dept. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDSΣ∆Χ,3/,3204ΡΝΟΓΗ∆ ΙΝ ΡΓΝΘΣ ΟΚ≅Σ Χ∆Σ≅ΗΚΡ ΤΣΗΚΗΣΞ Ο∆ΘΛΗΣ ∀ 11/19/24 DT-03 14 23 NTS BML CJRΡΝΟΓΗ∆ ΙΝ ΡΓΝΘΣ ΟΚ≅ΣΘ,320403 ER T S ES OF R P S T A N O N A NE G T NO 50085 G S ERTE D E FO HWSA GN R EE 02/14/2025 DEVELOPMENT ENGINEERING HHuynh 04/17/2025 0 FIRST SUBMITTAL ESM 08/30/17 1 SECOND SUBMITTAL ESM 11/15/17 2 THIRD SUBMITTAL ESM 3 FOURTH SUBMITTAL ESM 07/21/16 4 MYLAR SUBMITTAL ESM 08/19/16 EVERETT Εδχδθκ ςξ+ ς≅ 87//2 Civil Engineering Public Works Project Management Land Surveying Landscape Architecture Land Planning www.esmcivil.com Ρτησδ 1/4 Κ Κ Β 223// 7σγ ≅υδµτδ Ρντσγ Β Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ Ρ FEDERAL WAY ESM JOB #1938-001-016 01/03/18 DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO.REVISION BY DATE APPR FILENAME:SURVEYED: VERTICAL: NAVD 1988 IF NOT ONE INCH ONE INCHAT FULL SCALE HORIZONTAL: NAD 1983/1991 SCALE ACCORDINGLY DATUMPlanning/Building/Public Works Dept. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDSΣ∆Χ,3/,3204ΡΝΟΓΗ∆ ΙΝ ΡΓΝΘΣ ΟΚ≅Σ Χ∆Σ≅ΗΚΡ ΤΣΗΚΗΣΞ Ο∆ΘΛΗΣ ∀ 11/19/24 DT-04 15 23 NTS BML CJRΡΝΟΓΗ∆ ΙΝ ΡΓΝΘΣ ΟΚ≅ΣΘ,320404 ER T S ES OF R P S T A N O N A NEG T NO 50085 G S ERTE D E FO HWSA GN R EE 02/14/2025 DEVELOPMENT ENGINEERING HHuynh 04/17/2025 P S S S S S ΡΛΗΣΓ∆ΘΡ 1 2 ER T ST A T NO 50085 G S ERTE D E FO HWSA GN ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 µ 0 FIRST SUBMITTAL ESM 08/30/17 1 SECOND SUBMITTAL ESM 11/15/17 2 THIRD SUBMITTAL ESM 3 FOURTH SUBMITTAL ESM 07/21/16 4 MYLAR SUBMITTAL ESM 08/19/16 EVERETT Εδχδθκ ςξ+ ς≅ 87//2 Civil Engineering Public Works Project Management Land Surveying Landscape Architecture Land Planning www.esmcivil.com Ρτησδ 1/4 Κ Κ Β 223// 7σγ ≅υδµτδ Ρντσγ Β Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ Ρ FEDERAL WAY ESM JOB #411-004-023 01/03/18 DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO.REVISION BY DATE APPR FILENAME:SURVEYED: VERTICAL: NAVD 1988 IF NOT ONE INCH ONE INCHAT FULL SCALE HORIZONTAL: NAD 1983/1991 SCALE ACCORDINGLY DATUMPlanning/Building/Public Works Dept. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDSςςΟ,16,3204 ςΣΘ,16,3204ΡΝΟΓΗ∆ ΙΝ ΡΓΝΘΣ ΟΚ≅Σ ς≅Σ∆Θ % Ρ≅ΜΗΣ≅ΘΞ Ρ∆ς∆Θ ΟΚ≅Μ ΤΣΗΚΗΣΞ Ο∆ΘΛΗΣ ∀ 02/18/25 SS-01 16 23 1"=20' BML CJRΡΝΟΓΗ∆ ΙΝ ΡΓΝΘΣ ΟΚ≅ΣΡ,3204/0 ς,3204/0 ≅ ΟΝΘΣΗΝΜ ΝΕ ΣΓ∆ Ρ∆ 0.3 ΝΕ Ρ∆ΒΣΗΝΜ 08+ ΣςΟ+ 12 Θ∆Φ+ 4 ∆+ ςΛ 0 ΡΛΗΣΓ∆ΘΡ ≅Υ∆ ΡΡ 10ΡΣ ΡΣ A DT-01 A DT-01 206.201+7013.6%205.5%%P 0+50 10%P 204.23 2.33' 2.39' 203.82 1.52' LOT # 1 2 3 WATER IE DIFFERENCE ΚΝΣ Ρ∆ΘΥΗΒ∆ STORM INVERT ΒΘΝΡΡΗΜΦ Σ≅ΑΚ∆ PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE SIDEWALK Κ∆Φ∆ΜΧ ΑΤΘΜ∆ΣΣ ΟΚ Ρ1.ALL MECHANICAL JOINT FITTINGS AND VALVES SHALL HAVE RESTRAINED GLANDS EQUAL TO MEGALUG SERIES 1100 IN ADDITION TO CONCRETE THRUST BLOCKS PER CITY OF RENTON STD PLANS 330.2 AND 330.3 2.CONCRETE BLOCKING TO BE SIZED PER COR STD PLAN 303.1 PROVIDED ON SHEET SS-03 3.SEWER STUBS TO BE INSTALLED PER COR STD PLAN 406.1 ΜΝΣ∆Ρ9 B DT-01 B DT-01 \A1;PROPOSED 11.5' R/W DEDICATION \A1;10' UTILITY EASEMENT (TYP) 200.80%%P 201.97 202.30 SEWER CROWN 1.5" GRIND AND OVERLAY 203.06 3.45'2 203.13 6.03'%%P2202.54 EX GAS IE 208.57%%P 4.14'%%P3207.17%%P 203.03 207.28 6.36'1 200.92%%P 206.51 \A1;6' (TYP) 1"= 1"=ΡΒ≅Κ∆9 HORIZ. VERT. 20' 5' \A1;3' MIN COVER 205.40 0+41 10.6% 02/20/2024 INSTALL CONCRETE DEAD-MAN BLOCKS ON EXISTING WATER MAINS PRIOR TO FINAL CONNECTIONS TO BE INSTALLED BY CITY FORCES WATER METER PERMIT REQUIRED 8" DI W WASTEWATER UTILITY jstowell 03/31/2025 WATER UTILITY JValdez 03/31/2025 1-1/2" IRRIGATION SERVICE CONNECTION BY CITY FORCES 3/4" IRRIGATION METER. WATER METER PERMIT REQUIRED INSTALLATION OF DCVA PER COR STD PLAN 340.8 DEVELOPMENT ENGINEERING HHuynh 04/17/2025 Federal Way, WA 98003 Suite 205 L L C 33400 8th Avenue South C O N S U L T I N G E N G I N E E R S CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDSWWP-27-4315 WTR-27-4315SOPHIE JO SHORT PLAT SANITARY SEWER DETAILS & NOTES UTILITY PERMIT #SOPHIE JO SHORT PLATS-431502 EXISTING FINAL CONNECTION NORTH CONNECTION DETAIL SOUTH CONNECTION DETAIL TESTING CONNECTIONSMITHERS AVE SEXISTING FINAL CONNECTIONTESTING CONNECTIONSMITHERS AVE S02/14/2025 WASTEWATER UTILITY jstowell 03/31/2025 INSTALL CONCRETE DEAD-MAN BLOCKS ON EXISTING WATER MAINS PRIOR TO FINAL CONNECTIONS WATER UTILITY JValdez 03/31/2025 DEVELOPMENT ENGINEERING HHuynh 04/17/2025 0 FIRST SUBMITTAL ESM 08/30/17 1 SECOND SUBMITTAL ESM 11/15/17 2 THIRD SUBMITTAL ESM 3 FOURTH SUBMITTAL ESM 07/21/16 4 MYLAR SUBMITTAL ESM 08/19/16 EVERETT Εδχδθκ ςξ+ ς≅ 87//2 Civil Engineering Public Works Project Management Land Surveying Landscape Architecture Land Planning www.esmcivil.com Ρτησδ 1/4 Κ Κ Β 223// 7σγ ≅υδµτδ Ρντσγ Β Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ Ρ FEDERAL WAY ESM JOB #1938-001-016 01/03/18 DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO.REVISION BY DATE APPR FILENAME:SURVEYED: VERTICAL: NAVD 1988 IF NOT ONE INCH ONE INCHAT FULL SCALE HORIZONTAL: NAD 1983/1991 SCALE ACCORDINGLY DATUMPlanning/Building/Public Works Dept. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDSςςΟ,16,3204 ςΣΘ,16,3204ΡΝΟΓΗ∆ ΙΝ ΡΓΝΘΣ ΟΚ≅Σ ς≅Σ∆Θ Χ∆Σ≅ΗΚΡ % ΜΝΣ∆Ρ ΤΣΗΚΗΣΞ Ο∆ΘΛΗΣ ∀ 11/19/24 SS-03 18 23 NTS BML CJRΡΝΟΓΗ∆ ΙΝ ΡΓΝΘΣ ΟΚ≅Σς,3204/1 ER T S ES OF R P S T A N O N A NEG T NO 50085 G S ERTE D E FO HWSA GN R EE 02/14/2025 INSTALLED BY CITY FORCES WATER UTILITY JValdez 03/31/2025 INSTALLED BY CITY FORCES DEVELOPMENT ENGINEERING HHuynh 04/17/2025 CONTOUR INTERVAL = 2' SCALE: 1" = 30' n SMITHERS AVE SS 21ST ST TRACT A3 BURNETT PL S21 BESON DR SCITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDSTRO-41-4315SOPHIE JO SHORT PLAT CHANNELIZATION PLAN UTILITY PERMIT #SOPHIE JO SHORT PLATT-431501 A PORTION OF THE SE 1/4 OF SECTION 19, TWP, 23 REG, 5 E, WM Federal Way, WA 98003 Suite 205 L L C 33400 8th Avenue South C O N S U L T I N G E N G I N E E R S SIGN & MARKINGS 02/14/2025 TRANSPORTATION OPERATION cbarnes 03/13/2025 DEVELOPMENT ENGINEERING HHuynh 04/17/2025 0 1 2ΣΘ≅ΒΣ ≅P LANDSCAPE ARCHITECT LEANNE D. KUHLMAN CERTIFICATE No. 743 WASHINGTON REGISTERED STATE OF %%USYMBOL %%UBOTANICAL / COMMON NAME %%USIZE %%ULOCATION{\LQUANTITY} ΟΚ≅ΜΣ Κ∆Φ∆ΜΧ % Θ∆ΟΚ≅Β∆Λ∆ΜΣ ΣΘ∆∆ ΒΘ∆ΧΗΣΡ 14Acer circinatum 'Sunny Sister'/ VINE MAPLE 2" CAL. TR-12 2" CAL.16 TR-21 Rhamnus purshiana/ CASCARA PER RMC 4-4-070.F.2.c.ii-iii, MEDIUM MATURE SIZE TREES TO BE SPACED AT 40' ON-CENTER AND LARGE MATURE SIZE TREES TO BE SPACED AT 50' ON-CENTER SPACING. MEDIUM AND LARGE TREE SPECIES ARE SELECTED PER THE CITY OF RENTON TREE LIST. *NOTE: MEDIUM MATURE SIZE STREET TREES ARE PROPOSED AT AN AVERAGE OF 25' ON-CENTER, INSTEAD OF 40' ON-CENTER. THE SPECIES SELECTED HAVE A NATURALLY MORE NARROW MATURE WIDTH. PER RMC 4-4-130.H.1.b.v,NEW MEDIUM SPECIES TREES RECEIVE 1 TREE CREDIT/ TREE PER RMC 4-4-130.H.1.e.ii, REPLACEMENT TREES SHALL BE 2" DIAMETER FOR DECIDUOUS AND MINIMUM 6' HEIGHT FOR EVERGREEN SPECIES PER RMC 4-4-070.F.2.b, STREET TREES SHALL BE 2" CALIPER DBH MIN. \A1;PROPOSED MEDIUM MATURE SIZE DECIDUOUS STREET TREE-REFER TO PLANT LEGEND THIS SHEET \A1;LOW GROWING GROUND COVER, TYP. REFER TO PLANT LEGEND THIS SHEET Amelanchier alnifolia/ WESTERN SERVICEBERRY 6' MIN. HT. TR-04 16 19Chamaecyparis nootkatensis 'Green Arrow'/ ALASKAN YELLOW CEDAR 6' MIN. HT. TR-30 M M M M \A1;5' MIN. TYP. 5' MIN. TYP. \A1;10' WIDTH LANDSCAPE BUFFER- TYP. DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO.REVISION BY DATE APPR FILENAME:SURVEYED: VERTICAL: NAVD 1988 IF NOT ONE INCH ONE INCHAT FULL SCALE HORIZONTAL: NAD 1983/1991 SCALE ACCORDINGLY DATUMPlanning/Building/Public Works Dept. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDSΣ∆Χ,3/,3204ΡΝΟΓΗ∆ ΙΝ ΡΓΝΘΣ ΟΚ≅Σ ΕΗΜ≅Κ Κ≅ΜΡΒ≅Ο∆ % ΣΘ∆∆ Θ∆Σ∆ΜΣΗΝΜ. Θ∆ΟΚ≅Β∆Λ∆ΜΣ ΟΚ≅Μ ΤΣΗΚΗΣΞ Ο∆ΘΛΗΣ ∀ 11/19/24 LA-01 20 23 1"=20' BML CJRΡΝΟΓΗ∆ ΙΝ ΡΓΝΘΣ ΟΚ≅ΣΘ,320405 ≅ ΟΝΘΣΗΝΜ ΝΕ ΣΓ∆ Ρ∆ 0.3 ΝΕ Ρ∆ΒΣΗΝΜ 08+ ΣςΟ+ 12 Θ∆Φ+ 4 ∆+ ςΛ 11 11 12 14 %%UCOMMENTS \A1;10' WIDTH LANDSCAPE BUFFER- TYP. 4Celtis occidentalis 'Prairie Sentinel'/ HACKBERRY 2" CAL. TR-09 2" CAL.7 TR-18 Zelkova serrata 'Green Vase'/ SAWLEAF ZELKOVA STREET ROW AND LOTS STREET ROW {\LTOTAL REPLACEMENT TREE DENSITY CREDITS WITHIN 8' SOUTHERN TREE PROTECTION ESMT}\pxqc;{\LM / L SPECIES} ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 µ %%USYMBOL %%UBOTANICAL / COMMON NAME %%USIZE{\LQUANTITY} 10Philadelphus lewisii/ MOCK ORANGE 5 GAL. 16 5 GAL.7 12 Vaccinium ovatum/ EVERGREEN HUCKLEBERRY Mahonia nervosa/ LOW OREGON GRAPE 1 GAL. 50 30 27\pxi-2,l3,t3;Athyrium filix-femina/ LADY FERN 1 GAL. 63 Liriope muscari 'Silvery Sunproof'/ LILYTURF 180Thymus praecox ''Coccineus'/ RED CREEPING THYME 162Festuca ovina 'Elijah Blue'/ BLUE FESCUE 2 GAL. 1 GAL. 2 GAL. 83 15Ribes sanguineum 'King Edward VII'/ FLOWERING CURRANT 5 GAL. 21 5 GAL.16 30 Physocarpus capitatus/ PACIFIC NINEBARK B&B, MATCHED, VIGOROUS B&B, MATCHED, VIGOROUS B&B, FULLY BRANCHED B&B, FULLY BRANCHED B&B, FULL, VIGOROUS B&B, FULL, VIGOROUS TREES- SPECIES FROM CITY OF RENTON APPROVED TREE LIST AND/ OR PNW NATIVE SPECIES NATIVE SHRUBS & GROUNDCOVER IN 10' WIDTH LANDSCAPE BUFFER 238Fragaria chiloensis/ COAST STRAWBERRY 1 GAL. 110Sedum spathifolium/ STONECROP 1 GAL. 181Arctostaphylos uva ursi/ KININNICK 1 GAL. \pxqc;APPROX. {\LQUANTITY}%%USIZE GROUNDCOVERS- WITHIN R.O.W. PLANTING STRIP \pxqc;APPROX. {\LQTY.}%%USIZE \A1;8' WIDTH TREE PROTECTION EASEMENT ACROSS REAR YARDS- TYP. ΣΘ∆∆ Θ∆Σ∆ΜΣΗΝΜ Β≅ΚΒΤΚ≅ΣΗΝΜΡ PER RMC 4-4-130, 30% OF TREES IN A RESIDENTIAL DEVELOPMENT SHALL BE RETAINED. TREE CREDIT REQUIREMENTS SHALL APPLY AT A MINIMUM OF 30 CREDITS PER NET ACRE. NET ACRE CALCULATIONS INCLUDE ALL AREA WITHIN LOTS, RECREATION AREAS, LANDSCAPE TRACTS AND OPEN SPACE. TOTAL NET AREA: 20,867 SF (0.48 AC.) 0.48 NET ACRES X 30 TREE CREDITS/AC. = 14 TREE DENSITY CREDITS REQUIRED TO BE RETAINED TOTAL NUMBER OF EXISTING VIABLE SIGNIFICANT TREES PER ARBORIST'S REPORT: 14 14 TREES X 0.30 (30%) = 4 REQUIRED TO BE RETAINED NUMBER OF VIABLE SIGNIFICANT TREES RETAINED = 0, SHORTFALL OF 4 TREES TO BE REPLACED PER RMC 4-4-130H.1.b.v, THE 4 TREES TO BE REPLACED ARE AS FOLLOWS: {TREE TAG #DBHTREE CREDIT VALUE }619"8 1219"8 1523"9 1623"9 TOTAL REPLACEMENT TREE CREDITS REQUIRED = 34 (8+8+9+9) TOTAL TREE REPLACEMENT AND TREE CREDIT REQUIREMENT = 14 + 34 = 48 TOTAL TREE CREDIT VALUE OF PROPOSED REPLACEMENT TREES = 48 (SEE PLANT LEGEND THIS SHEET), MEETS REQUIREMENT %%UTREE SIZE %%UTREE CREDITS NEW SMALL SPECIES TREE 0.25 NEW MEDIUM SPECIES TREE 1 NEW LARGE SPECIES TREE 2 RMC 4-4-130H.1.b.v, REPLACEMENT TREE CREDIT VALUE TABLE Μ∆ς ΣΘ∆∆ ΒΘ∆ΧΗΣ Υ≅ΚΤ∆ Σ≅ΑΚ∆ REFER TO TREE PROTECTION PLAN BY ABC CONSULTING ARBORISTS LLC DATED DECEMBER 12, 2023 FOR COMPLETE TREE REPLACEMENT AND TREE RETENTION DATA. ALL PROPOSED TREES SHOWN ON THIS PLAN ARE SPECIFIED AS REPLACEMENT TREES PER THE REQUIREMENTS OUTLINED IN THE TREE PROTECTION PLAN. THE LANDSCAPE AND TREE REPLACEMENT PLAN PROPOSES (8) LARGE- SIZE MATURING SPECIES AND (24) MEDIUM- SIZE MATURING SPECIES REPLACEMENT TREES PER THE CITY OF RENTON APPROVED TREE LIST AND AS NOTED IN THE LEGEND ON THIS SHEET. THERE ARE NO SIGNIFICANT TREES ON-SITE TO BE RETAINED. ΣΘ∆∆ ΟΘΝΣ∆ΒΣΗΝΜ ΟΚ≅Μ 24" O.C. TRIANGULAR SPACING 24" O.C. TRIANGULAR SPACING 24" O.C. TRIANGULAR SPACING \A1;PROPOSED MEDIUM MATURE SIZE EVERGREEN TREE, REFER TO PLANT LEGEND THIS SHEET \pxi-4,l4;(11) 8' REAR TREE PROTECTION ESMT \pxi-4,l4;(11) 8' REAR TREE PROTECTION ESMT \pxi-4,l4;(14) 8' REAR TREE PROTECTION ESMT \pxi-4,l4;(12) 8' REAR TREE PROTECTION ESMT \pxqc;48 TDC (MEETS REQUIREMENT) %%USYMBOL %%UBOTANICAL / COMMON NAME FIRST SUBMITTAL0 SECOND SUBMITTAL- RESPONSE TO COR COMMENTS1 ESM ESM 03/01/2024 10/17/2024 SEE NOTE THIS SHEET \A1;25' AVG.* THIRD SUBMITTAL- RESPONSE TO COR COMMENTS2 ESM 01/08/2025 02/14/2025 DEVELOPMENT ENGINEERING HHuynh 04/17/2025 BARK MULCH TO PREVAILING WIND SET STAKES PERPENDICULAR AMEND NATIVE SOIL W/ PLANTING SOIL 3" SETTLED DEPTH FINE BLEND NOT TO SCALE CHAINLOCK TREE TIE, TYP. ~ ~ REMOVE BINDING TWINE & TOP 1/3 OF BURLAP FERTILIZER TABLETS (4-21 GRAM-20-10-5) SCARIFY PLANTING PIT SIDES AND BOTTOM 6" DEEP, FIRM, NATIVE SOIL MOUND 2x ROOTBALL WIDTH 2" MAX.PRUNE DISEASED ANDBROKEN BRANCHES WATERING BASIN 12" MIN. FOR WOOD1/2 TREE HT.APPROX 4'EQUALΧ∆ΒΗΧΤΝΤΡ ΣΘ∆∆ ΟΚ≅ΜΣΗΜΦ % ΡΣ≅ϑΗΜΦ Χ∆Σ≅ΗΚ 2x2 PINE TREE STAKES INSTALL "TREE BOOT" OR "ARBORGARD" IN LAWN AREAS. 6" DEPTH 3-WAY MIX PLANT TREE 1"-2" HIGHER THAN IN NURSERY UNDISTURBED GROUND STAKES & 18" FOR REBAR 1. DO NOT DIG BEFORE LOCATING UTILITIES. 2. SUBGRADES, INCLUDING BERMS, TO WITHIN 1/10TH FOOT PROVIDED BY GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. 3. SUBGRADE SHALL BE SCARIFIED OR ROTOTILLED IF CONDITIONS REQUIRE. 4. APPLY 6" DEPTH TYPICAL 3-WAY MIX TOPSOIL IN ALL PLANTING AREAS OR AS OTHERWISE NOTED. 5. APPLY 3" DEPTH FINE GRADE BARK MULCH IN ALL PLANTING AREAS. MULCH TO BE FREE OF WEED SEED, SAWDUST, RESIN OR TANNIN AND SHALL NOT CONTAIN ANY COMPOUNDS DETRIMENTAL TO PLANT GROWTH. 6. CONTRACTOR IS RESPONSIBLE FOR BRINGING ANY PROPOSED SUBSTITUTIONS OR UNFORESEEN FIELD CONDITIONS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. 7. LANDSCAPE ARCHITECT MAY ADJUST PLANT QUANTITIES OR VARIETIES BASED ON AVAILABILITY OR FIELD CONDITIONS. 8. ALL PLANT MATERIAL SHALL BE DISEASE FREE AND ARRIVE IN A VIGOROUS GROWING CONDITION. 9. ALL PLANT MATERIAL SHALL CONFORM TO USA STANDARD FOR NURSERY STOCK, LATEST EDITION. 10. ALL TREE PITS SHALL BE INSPECTED TO INSURE PROPER DRAINAGE. 11. POSITIVE DRAINAGE SHALL BE MAINTAINED. MOUND PLANTING AREAS A MINIMUM OF 12" UNLESS OTHERWISE NOTED. 12. CONTRACTOR AGREES TO WARRANTY AND MAINTAIN ALL PLANT MATERIAL FOR ONE FULL GROWING SEASON PAST INSTALLATION AND SHALL REPLACE DEAD PLANT MATERIAL WITHIN THAT WARRANTY / MAINTENANCE PERIOD WITH NO OBLIGATION TO THE OWNER. 13. STREET TREES SHALL HAVE UNIFORM BRANCHING HEIGHT OF 5 1/2' MINIMUM ABOVE GRADE OR AS OTHERWISE NOTED. 14. STREET TREE LOCATIONS ARE APPROXIMATE AND SHOULD BE ADJUSTED PER STREET LIGHT AND UTILITY LOCATIONS. 15. ALL TREES SHALL BE DOUBLE STAKED AS SHOWN ON THE DETAILS. STAKES TO BE REMOVED AFTER ONE FULL GROWING SEASON. TREES THAT HAVE DIED WITHIN THE ONE YEAR WARRANTY / MAINTENANCE PERIOD SHALL BE REPLACED AND RE-STAKED PER THE DETAIL. 16. ALL NEWLY PLANTED TREES SHALL INCLUDE A MULCH RING THAT HAS A DEPTH OF AT LEAST THREE INCHES (3") AND IS AT LEAST THREE FEET (3') IN RADIUS AROUND THE TREE. 17. LANDSCAPE CONTRACTOR SHALL MAINTAIN SITE UNTIL FINAL INSPECTION AND Κ≅ΜΧΡΒ≅Ο∆ ΜΝΣ∆Ρ NOT TO SCALE FIRM NATIVE SOIL MOUND SCARIFY PIT SIDES AND BOTTOM REMOVE BINDING MATERIAL AND 6" DEPTH 3-WAY MIX TOPSOIL 2x2 PINE TREE STAKES GRADE BARK MULCH~ FERTILIZER TABLETS TOP 1/3 OF BURLAP 3" SETTLED DEPTH FINE WATERING BASIN CHAINLOCK TREE TIE, TYP. PRUNE DISEASED ANDBROKEN BRANCHES 18" MIN.1/2 TREE HEIGHTSET STAKES PERPENDICULAR TO PREVAILING WIND AMEND NATIVE SOIL WITH(4-21 GRAM-20-10-5) 2x ROOTBALL WIDTH ΒΝΜΗΕ∆ΘΝΤΡ ΣΘ∆∆ ΟΚ≅ΜΣΗΜΦ % ΡΣ≅ϑΗΜΦ Χ∆Σ≅ΗΚ \W0.9000;FINISH GRADE EQUAL SPACING ΡΟ≅ΒΗΜΦ Χ∆Σ≅ΗΚ NOT TO SCALE DRAWING ΡΓΘΤΑ ≅ΜΧ ΦΘΝΤΜΧΒΝΥ∆Θ 1/2 DIA. OF PLANT OR AS SHOWN ON EQUAL SPACINGELEVATION PLAN {\W0.9;TOPSOIL DEPTH AND TYPE AS SPECIFIED} {\W0.9;BARK MULCH DEPTH AS SPECIFIED} {\W0.9;GROUNDCOVER PLANTS, SEE PLANT LIST} {\W0.9;EXISTING SUBGRADE} {\W0.9;GROUNDCOVER PLANT SPACING AS INDICATED ON PLANT LIST}\W0.9000;EDGE OF PAVING OR PLANTING BED 2x ROOTBALL WIDTH 6" NOT TO SCALE ~{\W0.9;MULCH RING 3" SETTLED DEPTH FINE BLEND BARK MULCH X 2' DIAMETER, TO WITHIN 3" OF SHRUB STEM. DO NOT MOUND MULCH AGAINST SHRUB STEM} {\W0.9;BACKFILL PLANTING HOLE HALF-FULL WITH NATIVE SOIL AND TAMP TO STABILIZE ROOTBALL. DO NOT DISTURB ROOTBALL. BACKFILL REMAINING HOLE WITH AMENDMENT AS NOTED IN THE PLANTING SPECIFICATIONS AND/ OR INSTALLATION NOTES. WATER THOROUGHLY.} {\W0.9;SCARIFY SIDES OF PLANTING HOLE, ENSURE ADEQUATE DRAINAGE} \pxqr;{\W0.9;EXISTING NATIVE SOIL} \pxqr;{\W0.9;PLANT 1" HIGHER THAN IN NURSERY} ΒΝΜΣ≅ΗΜ∆Θ ΡΣΝΒϑ ΡΓΘΤΑ ΟΚ≅ΜΣΗΜΦ Χ∆Σ≅ΗΚ \W0.9000;PRUNE DISEASED AND BROKEN BRANCHES \W0.9000;FIRM NATIVE SOIL MOUND \pxqr;{\W0.9;FINISH GRADE} LANDSCAPE ARCHITECT LEANNE D. KUHLMAN CERTIFICATE No. 743 WASHINGTON REGISTERED STATE OF DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO.REVISION BY DATE APPR FILENAME:SURVEYED: VERTICAL: NAVD 1988 IF NOT ONE INCH ONE INCHAT FULL SCALE HORIZONTAL: NAD 1983/1991 SCALE ACCORDINGLY DATUMPlanning/Building/Public Works Dept. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDSΣ∆Χ,3/,3204ΡΝΟΓΗ∆ ΙΝ ΡΓΝΘΣ ΟΚ≅Σ ΕΗΜ≅Κ Κ≅ΜΡΒ≅Ο∆ % ΣΘ∆∆ Θ∆Σ∆ΜΣΗΝΜ. Θ∆ΟΚ≅Β∆Λ∆ΜΣ ΟΚ≅Μ Χ∆Σ≅ΗΚΡ % ΜΝΣ∆Ρ ΤΣΗΚΗΣΞ Ο∆ΘΛΗΣ ∀ 11/19/24 LA-02 21 23 NTS BML CJRΡΝΟΓΗ∆ ΙΝ ΡΓΝΘΣ ΟΚ≅ΣΘ,320406 ≅ ΟΝΘΣΗΝΜ ΝΕ ΣΓ∆ Ρ∆ 0.3 ΝΕ Ρ∆ΒΣΗΝΜ 08+ ΣςΟ+ 12 Θ∆Φ+ 4 ∆+ ςΛ 6'-0" O.C. (TYP) 1,Θ≅ΗΚ ΜΦΟ∆ Ε∆ΜΒ∆ Χ∆Σ≅ΗΚ NOT TO SCALE32" MIN.2'-0"10" 9" 9" 6" BACK EDGE OF SIDEWALK- TYPICAL * NOTE: FENCE SHALL BE LOCATED 6" INSIDE THE CONC. FOOTING (TYP) 6" DIAM. ROUGH CEDAR POST (TYP) 2"x4" SPLIT CEDAR RAIL (TYP) ΜΦΟ∆ ΡΗΦΜ Χ∆Σ≅ΗΚ NOT TO SCALE 1. PLACE ONE NGPE SIGN AT THE MIDPOINT OF EACH LOT WITH POST SET IMMEDIATELY BEHIND NGPE FENCE. 2. DESIGN AND PROPOSED LOCATIONS FOR SIGNS SHALL BE APPROVED BY THE CITY OF RENTON. 3. SIGN SHALL READ: {NATIVE GROWTH PROTECTION EASEMENT THIS CRITICAL AREA, PLANTING AREA, AND UPLAND BUFFER ARE PROTECTED TO PROVIDE WILDLIFE HABITAT AND MAINTAIN WATER QUALITY. PLEASE DO NOT DISTURB THIS VALUABLE RESOURCE} NOT TO SCALE ΡΣ≅ΜΧ≅ΘΧ Ε∆ΜΒ∆ Χ∆Σ≅ΗΚ 8'-0" MAX.6'-0"5'-8"1"4"-6"18"-24" MIN.1/2" MAX. SPACING BETWEEN BOARDS 1x4 EDGE CEDAR (OUTSIDE) 1x2 HEM FIR OR CEDAR (INSIDE) OUTSIDE INSIDE POST CAP (TYP) 4x4 P.T. POST 1x4 CEDAR TOP RAIL 2x4 HEM FIR OR CEDAR 1x4 CEDAR ON EDGE 1x6 CEDAR BOARDS 1x6 CEDAR BOARDS ~ WOOD TO BE STAINED WITH RODDA RURAL MANOR SEMI-TRANSPARENT STAIN; CLEAR BASE MIXED WITH IS02G3806, OR EQUAL. NOTE: 1" 1" GAP FIRST SUBMITTAL0 SECOND SUBMITTAL- RESPONSE TO COR COMMENTS1 ESM ESM 03/01/2024 10/17/2024 THIRD SUBMITTAL- RESPONSE TO COR COMMENTS2 ESM 01/08/2025 02/14/2025 DEVELOPMENT ENGINEERING HHuynh 04/17/2025 0 1 2ΣΘ≅ΒΣ ≅ 8H 8Q R-ES 8H 8H 8H 8H 8H 8H 8H 8H 8H 8H 8H 8H 8Q 8H 8H 8H 8H 8H 8H 8H 8H 8H 8H 8H 8H 8H 8H L-ES SS 8Q 8Q 8H 10Q 10H 10H 10H 10H 10H 10H 10H 10H 10H 10H 10H 10H 10H10H10H10H10H10H 10Q L-ES R-ES 10Q 10H 10H 10H 10H 10H 10H 10H 10QLANDSCAPE ARCHITECT LEANNE D. KUHLMAN CERTIFICATE No. 743 WASHINGTON REGISTERED STATE OF DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO.REVISION BY DATE APPR FILENAME:SURVEYED: VERTICAL: NAVD 1988 IF NOT ONE INCH ONE INCHAT FULL SCALE HORIZONTAL: NAD 1983/1991 SCALE ACCORDINGLY DATUMPlanning/Building/Public Works Dept. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS ΡΝΟΓΗ∆ ΙΝ ΡΓΝΘΣ ΟΚ≅Σ Σ∆ΛΟΝΘ≅ΘΞ ΗΘΘΗΦ≅ΣΗΝΜ ΟΚ≅Μ ΤΣΗΚΗΣΞ Ο∆ΘΛΗΣ ∀ 11/19/24 IR-01 22 23 NTS BML CJRΡΝΟΓΗ∆ ΙΝ ΡΓΝΘΣ ΟΚ≅Σ≅ ΟΝΘΣΗΝΜ ΝΕ ΣΓ∆ Ρ∆ 0.3 ΝΕ Ρ∆ΒΣΗΝΜ 08+ ΣςΟ+ 12 Θ∆Φ+ 4 ∆+ ςΛ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 5 0/& 2010 µ FIRST SUBMITTAL0 SECOND SUBMITTAL- RESPONSE TO COR COMMENTS1 ESM ESM 03/01/2024 10/17/2024 1 12.34 GPM ΡΛΗΣΓ∆ΘΡ ≅Υ∆ Ρ2 10.00 GPM Σ∆ΛΟΝΘ≅ΘΞ ΗΘΘΗΦ≅ΣΗΝΜ ΜΝΣ∆Ρ \pxsm1.5,t2;THIS IRRIGATION SYSTEM IS TEMPORARY AND SHALL REMAIN OPERATIONAL FOR A PERIOD OF TWO GROWING SEASONS AS REQUIRED BY THE CITY OF RENTON. FOLLOWING THE END OF THE 2ND GROWING SEASON, THE SYSTEM WILL BE DECOMMISSIONED AND ALL ACCESSIBLE IRRIGATION APPURTENANCES REMOVED FROM THE SITE. INACCESSIBLE APPURTENANCES TO BE CAPPED AND ABANDONED. THIRD SUBMITTAL- RESPONSE TO COR COMMENTS2 ESM 01/08/2025 02/14/2025 TO BE INSTALLED BY CITY FORCES PER COR STD PLAN 320.2. WATER METER PERMIT REQUIRED INSTALLATION OF DCVA PER COR STD PLAN 340.8 DEVELOPMENT ENGINEERING HHuynh 04/17/2025 LANDSCAPE ARCHITECT LEANNE D. KUHLMAN CERTIFICATE No. 743 WASHINGTON REGISTERED STATE OF DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO.REVISION BY DATE APPR FILENAME:SURVEYED: VERTICAL: NAVD 1988 IF NOT ONE INCH ONE INCHAT FULL SCALE HORIZONTAL: NAD 1983/1991 SCALE ACCORDINGLY DATUMPlanning/Building/Public Works Dept. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS ΡΝΟΓΗ∆ ΙΝ ΡΓΝΘΣ ΟΚ≅Σ Σ∆ΛΟΝΘ≅ΘΞ ΗΘΘΗΦ≅ΣΗΝΜ ΟΚ≅Μ Χ∆Σ≅ΗΚΡ ΤΣΗΚΗΣΞ Ο∆ΘΛΗΣ ∀ 11/19/24 IR-02 23 23 NTS BML CJRΡΝΟΓΗ∆ ΙΝ ΡΓΝΘΣ ΟΚ≅Σ≅ ΟΝΘΣΗΝΜ ΝΕ ΣΓ∆ Ρ∆ 0.3 ΝΕ Ρ∆ΒΣΗΝΜ 08+ ΣςΟ+ 12 Θ∆Φ+ 4 ∆+ ςΛ FIRST SUBMITTAL0 SECOND SUBMITTAL- RESPONSE TO COR COMMENTS1 ESM ESM 03/01/2024 10/17/2024 ΗΘΘΗΦ≅ΣΗΝΜ Κ∆Φ∆ΜΧ {1. CONFIRM MAINLINE ALIGNMENT, VALVE LOCATIONS AND LATERALS WITH OWNER'S REPRESENTATIVE. INSURE THE LOCATION OF ALL COMPONENTS IN LANDSCAPE AREAS, AND WITHIN PROPERTY BOUNDARIES. 2. VERIFY LOCATION AND DEPTH OF ALL UTILITIES AND SERVICES PRIOR TO INSTALLATION. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES BETWEEN EXISTING SITE CONDITIONS AND PROPOSED DESIGN, PRIOR TO CONSTRUCTION. 3.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS, PERMIT FEES AND INSPECTIONS. 4.MATERIAL SUBSTITUTIONS WILL ONLY BE REVIEWED WHEN REQUESTED IN WRITING. WRITTEN REQUEST SHALL INCLUDE ALL DATA SHEETS AND AN EXPLANATION OF HOW SUBSTITUTED ITEM EXCEEDS THE REQUIREMENTS OR PERFORMANCE OF THE SPECIFIED ITEM. WRITTEN APPROVAL SHALL BE SUPPLIED BY OWNERS REPRESENTATIVE BEFORE CONTRACTOR CAN INSTALL ANY SUBSTITUTED MATERIALS. NO WRITTEN NOTIFICATION IS REQUIRED FOR REJECTION OF REQUEST. 5.USE GALVANIZED PIPE FROM IRRIGATION METER TO QUICK COUPLER VALVE. 6.INSTALL DOUBLE CHECK VALVE ASSEMBLY, PRESSURE REDUCING VALVE, AND QUICK COUPLER IN SEPARATE IRRIGATION BOXES. INSURE POSITIVE DRAINAGE OF WATER OUT OF AND AWAY FROM ALL COMPONENTS. 7.DOUBLE CHECK VALVE ASSEMBLY MUST MEET CITY STANDARDS FOR INSTALLATION. 8.USE BRASS UNIONS AT BOTH CONNECTIONS TO THE DOUBLE CHECK VALVE ASSEMBLY. FOR SUPPORT, PLACE A 12" CONCRETE BLOCK DIRECTLY BELOW THE DCVA INSIDE THE VALVE BOX. EXTRA CAUTION SHOULD BE USED WHEN DEALING WITH VERY HIGH PRESSURE. 9.USE TEFLON TAPE/ SEALANT ON ALL BRASS OR METAL FITTINGS. 10.QUICK COUPLING VALVE (QCV) TO BE INSTALLED PER DETAIL THIS SHEET. 11.USE PRESSURE REDUCING VALVE, IF REQUIRED, TO ACHIEVE A MAXIMUM OF 60 PSI (OPTIMUM 40 PSI, MIN. 30 PSI) 12. ALL VALVES TO BE INSTALLED IN CARSON IRRIGATION BOXES WITH LIDS (OR APPROVED EQUAL), USE EXTENSIONS WHERE NECESSARY. 13. WIRES TO ELECTRICALLY CONNECT BATTERY-OPERATED NODE BT 200 CONTROLLER TO BOTH VALVES (STATIONS 1 AND 2). EACH VALVE SHALL BE CONNECTED TO A SEPARATE CONTROL WIRE WITH DC LATCHING SOLENOID (HUNTER 458200). 14. TO ENSURE THE DC LATCHING SOLENOID OPERATES PROPERLY, THE WIRES MUST BE CONNECTED CORRECTLY-BLACK WIRE CONNECTS TO THE COMMON TERMINAL INSIDE THE CONTROLLER, RED WIRE CONNECTS TO THE APPROPRIATE STATION TERMINAL. 15.USE WATERPROOF CONNECTORS TO SECURE ALL WIRE CONNECTIONS TO PREVENT WATER FROM GETTING INTO THE STRANDED COPPER WIRES 16. ALL WIRE SPLICES TO BE CONNECTED WITH SILICON WATER PROOF WIRE CONNECTORS WITH WIRES TAPED TOGETHER. 17.LEAVE A MINIMUM OF 12" OF SLACK WIRE AT ANY SPLICE AND CONNECTIONS. 18.MAINLINE AND LATERALS SHALL BE SCHEDULE 40. 19.USE PURPLE PRIMER AND WET DRY BLUE GLUE, PVC CEMENT ON ALL GLUED FITTINGS. 20.ALL HEADS SHALL BE INSTALLED WITH SWING ARM SYSTEM, USING SCHEDULE 80 BLACK PVC ELLS AND A MINIMUM OF 1' OF FLEXIBLE POLY PIPE. 21.SLEEVES SHALL BE PROVIDED BY THE CONTRACTOR UNDER ALL PAVEMENT CROSSINGS. PIPE SLEEVES SHALL BE TWICE THE SIZE OF THE PIPE GOING INTO IT. NO MORE THAN ONE PIPE IS TO BE INSTALLED IN EACH SLEEVE. SLEEVES 6" AND LARGER SHALL BE CLASS 200. SLEEVES 4" AND SMALLER TO BE SCHEDULE 40. A SEPARATE SLEEVE SHALL BE INSTALLED FOR CONTROL AND COMMUNICATION WIRES. ANY SLEEVE TO BE INSTALLED UNDER ROADWAY PAVEMENT SHALL BE SCHEDULE 80. 22.FLUSH ALL LINES BEFORE INSTALLING NOZZLES. 23. CONTRACTOR TO PRESSURE TEST SYSTEM BEFORE APPROVAL/ACCEPTANCE, MUST HOLD 150 PSI FOR 5 MINUTES. 24. CONTRACTOR TO PROGRAM CONTROLLER AND ADJUST ALL NOZZLES BEFORE FINAL APPROVAL OR ACCEPTANCE. NOZZLES MUST BE PROPERLY DIRECTED AND ADJUSTED FOR OPTIMUM COVERAGE. FINISH GRADE CARSON MODEL 910 BOX (GREEN COLOR) OR APPROVED EQUAL SET FLUSH WITH FINISH GRADE {\Fcivil.shx;2" DEPTH PEA GRAVEL SUMP FILL BOTTOM OF BOX AS REQUIRED} STAINLESS STEEL "U" BOLT STOCK ANCHOR LOW ON VALVE SNUG TO FIT SUPPORT VALVE BOX WITH FOUR (4) BRICKS TYP. SCHED. 80 PVC NIPPLE SCHED. 40 PVC TXT 90 SCHED. 80 PVC NIPPLE SCHED. 40 PVC STREET ELL {\Fcivil.shx;SCHED. 40 PVC TEE OR ELL}PVC MAINLINE KNOCKOUTS IN BOX TO FIT OVER PVC PIPE ANTI-ROTATION DEVICE LOCKING NUT & WASHER TYP. {\Fcivil.shx;1" DIA SCHED. 80 PVC PIPE AT 48" LENGTH WITH HOLES FOR "U" BOLT} {2" TYP. DEPTH BASESCH. 40 PVC SLEEVE* SEE NOTE 25- SIZE AS SHOWN\A1;12" TYP.{\Fcivil|c0;SURFACE } ΗΘΘΗΦ≅ΣΗΝΜ ΗΜΡΣ≅ΚΚ≅ΣΗΝΜ ΜΝΣ∆Ρ 1" BRASS BALL VALVE WITH THREADED ENDS DOUBLE CHECK VALVE ASSEMBLY SEE COR STD DETAIL HUNTER 1" PGV AUTOMATIC ZONE VALVE, WITH DC LATCHING SOLENOID (458200) AND NODE-BT 200 BATTERY- OPERATED 2-STATION CONTROLLER INSIDE VALVE BOX AT STATION 1 1" BRASS PRESSURE REDUCING VALVE, IF REQUIRED, TO ACHIEVE OPTIMUM PRESSURE OF 40 G.P.M. 1. THIS IRRIGATION SYSTEM IS TEMPORARY AND SHALL REMAIN OPERATIONAL FOR A PERIOD OF TWO GROWING SEASONS AS REQUIRED BY THE CITY OF RENTON. FOLLOWING THE END OF THE 2ND GROWING SEASON, THE SYSTEM WILL BE DECOMMISSIONED AND ALL ACCESSIBLE IRRIGATION APPURTENANCES REMOVED FROM THE SITE. INACCESSIBLE APPURTENANCES TO BE CAPPED AND ABANDONED. 2. WIRING, IRRIGATION LATERALS AND SPRAY BODIES ON SWING JOINTS TO BE INSTALLED ON-GRADE AND COVERED WITH A THICK MULCH LAYER. 3. ALL OTHER IRRIGATION COMPONENTS SHALL BE INSTALLED BELOW GRADE PER THE DETAILS THIS SHEET. 4. IRRIGATION PLAN IS DIAGRAMMATIC ONLY. MAINLINE, LATERALS, SLEEVES AND VALVES MAY BE SHOWN IN HARDSCAPE AREAS OR OUTSIDE OF PROPERTY BOUNDARY TO INCREASE IRRIGATION DESIGN AND COMPONENT CLARITY. ALL IRRIGATION LINES, VALVES, SLEEVES, WIRING AND OTHER RELATED IRRIGATION APPURTENANCES SHALL BE PLACED WITHIN THE PROPERTY BOUNDARY AND ONLY WITHIN PLANTED AREAS, WITH THE EXCEPTION OF SLEEVES PLACED UNDER HARD SURFACES FROM ONE PLANTING AREA TO ANOTHER. 5. IT IS THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE SITE, AND TO CLARIFY ANY QUESTIONS PRIOR TO THE START OF WORK. QUESTIONS REGARDING THE ACTUAL LOCATION OF IRRIGATION COMPONENTS SHOULD BE DIRECTED TO THE LANDSCAPE ARCHITECT. 6. IT IS THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO ADJUST THE DESIGN AS NECESSARY BASED ON ACTUAL FIELD CONDITIONS IN ORDER TO INSURE PROPER IRRIGATION ZONE COVERAGE. 7. LANDSCAPE CONTRACTOR WILL SCHEDULE APPROPRIATE WATERING TIMES FOR ALL ΗΛΟΝΘΣ≅ΜΣ ΗΘΘΗΦ≅ΣΗΝΜ ΟΚ≅Μ ΜΝΣ∆Ρ9 5X30SIDESTRIP3/4" WATER METER, SEE CIVIL PLANS FOR SPECIFICATIONS INDICATES NOZZLE RADIUS AND SPRAY PATTERN-TYPICAL 5X15LEFT ORRIGHTCORNER ENDSS NOZZLE PATTERN 44LRC - 1" RAINBIRD QUICK COUPLING VALVE (OR APPROVED EQUAL), SEE DETAIL THIS SHEET STATION NUMBER 1-1/4" SCHEDULE 40 PVC MAINLINE REFER TO NOTE 25, IRRIGATION NOTES AND SLEEVING DETAIL THIS SHEET SCHEDULE 40 PVC LATERAL LINE \A1;1" SCH. 40 PVC\A1;2x3 BRASS NIPPLE \A1;DI-ELECTRIC UNIONS \A1;BRASS 90^ ELL \A1;PEA GRAVEL {\Fcivil.shx;NOTE: ALL MALLEABLE FITTINGS AND NIPPLES FROM METER THROUGH DISCHARGE OF DOUBLE CHECK VALVE SHALL BE BRASS AND LENGTH AS REQUIRED. ADAPT TO PVC MAIN LINE WITH PVC MALE ADAPTER. SUPPORT BOTTOM OF DCVA WITH CONCRETE BLOCK.} {1" ROUND WASHED DRAIN ROCK} \A1;BRASS NIPPLE {\Fcivil.shx;COPPER LINE FROM METER} {\LCOORDINATE WITH CITY ENGINEER} BRASS TEE WITH BUSHING AND PLUG {TO PRESSURE REGULATOR (IF NEEDED) AND QC} \A1;DOUBLE CHECK VALVEUTILITY VAULT BOX WITH LOCKING LID INSTALL FLUSH WITH FINISH GRADE \A1;2x3 BRASS NIPPLE \A1;BRASS 90^ ELL L-ESORR-ES1 ΟΝΗΜΣ ΝΕ ΒΝΜΜ∆ΒΣΗΝΜ ΗΘΘΗΦ≅ΣΗΝΜ ΨΝΜ∆ ΡΒΓ∆ΧΤΚ∆ %%USTATION NO. VALVE SIZE GPM STATION GPM STATION TAG PIPE AND WIRE 10H 8H 10Q 8Q HUNTER REMOTE CONTROL VALVE (PGV) IRRIGATION VALVE BOX: HEAT STAMP LID WITH 'RCV' IN 2" LETTERS WATERPROOF CONNECTORS (2) 18"-24" COILED WIRE TO CONTROLLER FINISH GRADE AT ADJACENT SURFACE (TURF OR MULCH) SCH. 80 CLOSE NIPPLE, MATCH SIZE TO VALVE PVC SLIP (OR FPT) X FPT UNION ISOLATION VALVE, SIZE AND TYPE PER PLAN BRICK SUPPORTS (4) FILTER FABRIC - WRAP TWICE AROUND BRICK SUPPORTS 3/4" WASHED GRAVEL - 4" MIN. DEPTH IRRIGATION LATERAL MAINLINE AND FITTINGS LEGEND 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT TO SCALE IN-LINE VALVE (PGV-101G-DC) WITH UNIONS AND ISOLATION VALVE3 12 8 5 131110 9 6 7 7 6 34 21 5 ADD NODE-BT-200 BATTERY OPERATED CONTROLLER TO STATION 1 VALVE (SEE DETAIL 4)ADD DC LATCHING SOLENOID (458200) TO 1" PGV VALVE IN VALVE BOX FOR STATIONS 1, 2 HUNTER IRRIGATION CONTROLLER (NODE-BT) AND MOUNTING HARDWARE PER PLAN HUNTER VALVE PER PLAN VALVE BOX PER PLAN MAIN LINE PER PLAN MAIN LINE RISER PER PLAN LATERAL LINE PER PLAN DETAIL LEGEND: NODE-BT-200 ON VALVE NOT TO SCALE 1 2 3 4 5 6 9 10 5 4 GRAVEL BASE, DEPTH AS SPECIFIED FILTER FABRIC BRICK FINISHED GRADE 7 8 9 6 78 3 10 1 2 DOUBLE CHECK VALVE ASSEMBLY NOT TO SCALE QUICK COUPLING VALVE DETAIL NOT TO SCALE SLEEVE DETAIL NOT TO SCALE 21 4 5 THIRD SUBMITTAL- RESPONSE TO COR COMMENTS2 ESM 01/08/2025 02/14/2025 DEVELOPMENT ENGINEERING HHuynh 04/17/2025