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Home My WebLink AboutAs-Builts Full setSHEET INDEX SOPHIE JO SHORT PLAT 32001 32ND AVE S, STE 200 Phone: (253) 838-6113 FEDERAL WAY, WA 98001 prepared by prepared for ROAD, STORM, SEWER & WATER RECORD DRAWINGS UTILITY PROVIDERS Federal Way, WA 98001Suite 200 L L C32001 32nd Avenue SouthC 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 STANDARDSTED-40-4315SOPHIE JO SHORT PLAT ROAD, STORM, SEWER & WATER PLANS COVER SHEET UTILITY PERMIT #SOPHIE JO SHORT PLATR-431501NOTE:NPDES W.A.R. # SCHNEIDER HOMES, INC 6510 SOUTHCENTER BLVD, STE 100 TUKWILA, WA 98188 (206) 248-2471 LEGAL DESCRIPTION GEOTECHNICAL ENGINEER OWNER CIVIL ENGINEER SURVEYOR DATUM BENCHMARK SITE DATA SITE n Vicinity Map CONTRACTOR NOTE 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 LYNNWOOD Εδχδθκ ςξ+ ς≅ 87//0 Civil Engineering Public Works Project Management Land Surveying Landscape Architecture Land Planning www.esmcivil.com Ρτησδ 1// Κ Κ Β 21//0 21µχ ≅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 ∀ 02/18/25 NT-01 2 23 NTS BML CJRΡΝΟΓΗ∆ ΙΝ ΡΓΝΘΣ ΟΚ≅ΣΘ,3204/1 ER T STA T NO 50085 G S ERTE D E FO HWSA GN ’ ’ ’ 1. 2. 3. 4. 5. 6. 7. 8. RECORD DRAWINGS 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 LYNNWOOD Εδχδθκ ςξ+ ς≅ 87//0 Civil Engineering Public Works Project Management Land Surveying Landscape Architecture Land Planning www.esmcivil.com Ρτησδ 1// Κ Κ Β 21//0 21µχ ≅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 ∀ 02/18/25 LG-01 3 23 NTS BML CJRΡΝΟΓΗ∆ ΙΝ ΡΓΝΘΣ ΟΚ≅ΣΘ,3204/2 ER T STA T NO 50085 G S ERTE D E FO HWSA GN RECORD DRAWINGS S S S S S CB - TYPE IIRIM = 209.76IE = 203.51 EIE = 203.46 SW IE = 205.27PIE = 209.68 CB - TYPE IRIM = 211.11IE = 209.66 N 4' WIRE FENCELEANING AND BROKEN 4' WOOD FENCE 6' WOOD FENCE 6' WOOD FENCE5' CHAIN LINK FENCEFND ½" REBAR W/CAP"DMP INC PLS 22952" SSMHRIM = 209.50IE = 199.75 SIE = 199.65 N SSMHRIM = 210.20IE = 199.02 S,EIE = 198.92 N SSMHRIM = 210.91IE = 201.52 S, EIE = 201.62 N 24.9LF 8" PVC @ 2.53% SSMHRIM = 211.08IE = 200.08 EIE = 199.98 W SSMHRIM = 209.29IE = 201.64 EIE = 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 IDNo. 5281)2 x 2 INCH LEAD SQUARE WITH A COPPER TACK SET IN THE TOP OF A CONCRETEMONUMENT, 12 CM BELOW GROUND SURFACE AND IN A CASE WITH OUT A LID AT THEINTERSECTION 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 FENCEEDGE 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 {72220001052120 SMITHERS AVE S} {72220001062114 SMITHERS AVE S} { 98882000102101 BURNETT PL S} {98882000202107 BURNETT PL S} { 72220001422115 SMITHERS AVE S} { 72220001452201 SMITHERS AVE S} {72220001412109 SMITHERS AVE S} { 72220001032126 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 LYNNWOOD Εδχδθκ ςξ+ ς≅ 87//0 Civil Engineering Public Works Project Management Land Surveying Landscape Architecture Land Planning www.esmcivil.com Ρτησδ 1// Κ Κ Β 21//0 21µχ ≅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 ∀ 02/18/25 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 ST A T NO 50085 G S ERTE D E FO HWSA GN Ρ 10ΡΣ ΡΣ(NEIGHBORHOOD COLLECTOR ARTERIAL) FOUND CASED MONUMENT Δ =8 15 '4 1 "=2 .0 9 ' Δ=2 2 0 4'2 2 "=19 2 .6 2' RECORD DRAWINGS ∆ 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{72220001062114 SMITHERS AVE S} { 98882000102101 BURNETT PL S} {98882000202107 BURNETT PL S} {72220001412109 SMITHERS AVE S}\A1;40'\A1;VARIES\A1;15' PROPOSED 11.5'R/WDEDICATION(1,399 SF TOTALDEDICATION) PROPOSED 1.5' R/WDEDICATION(1,218 SF TOTALDEDICATION) 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 LYNNWOOD Εδχδθκ ςξ+ ς≅ 87//0 Civil Engineering Public Works Project Management Land Surveying Landscape Architecture Land Planning www.esmcivil.com Ρτησδ 1// Κ Κ Β 21//0 21µχ ≅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 ΓΝΘΗΨΝΜΣ≅Κ ΒΝΜΣΘΝΚ . ΡΗΣ∆ ΟΚ≅Μ ΤΣΗΚΗΣΞ Ο∆ΘΛΗΣ ∀ 02/18/25 RW-01 5 23 1"=40' 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 STA T NO 50085 G S ERTE D E FO HWSA GN \A1;5' STORM EASEMENT 5' JOINT STORMEASEMENT(PRIVATE)NOTE: FUTUREHOUSEFOOTINGSHALL BE MIN 5FEET FROMEASEMENT \A1;20.00000000' FRONT BSBL \A1;15.00000000' SECONDARY FRONT BSBL 5.00000000' SIDEBSBL \A1;5' SIDE BSBL \A1;20.00000000' FRONT BSBL \A1;20.00000000' FRONT BSBL RECORD DRAWINGS P WATERIRR. IR IR 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{72220001052120 SMITHERS AVE S} {72220001062114 SMITHERS AVE S} { 98882000102101 BURNETT PL S} {98882000202107 BURNETT PL S} {72220001412109 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 LYNNWOOD Εδχδθκ ςξ+ ς≅ 87//0 Civil Engineering Public Works Project Management Land Surveying Landscape Architecture Land Planning www.esmcivil.com Ρτησδ 1// Κ Κ Β 21//0 21µχ ≅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 ∀ 02/18/25 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 CONTROLMEASURES THAT ARE REQUIRED FOR WET WEATHER CONSTRUCTION (BETWEEN OCTOBER 1 AND APRIL30).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 THEREQUIRED 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 SWPPSCONTROLS 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 ANDMANUFACTURER'S RECOMMENDATIONS.10.RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONSCHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY OF RENTONEROSION AND SEDIMENT CONTROL STANDARDS.11.COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON ORTWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OREQUIVALENT.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 SEDIMENTCONTROL BMPS REMOVED IF APPROPRIATE.}19.COR INSPECTORS MAY REQUIRE ADDITIONAL TESC MEASURES/BMPS IN ORDER TO PREVENT OR LIMITRUNOFF OFFSITE. RECORD DRAWINGS 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 LYNNWOOD Εδχδθκ ςξ+ ς≅ 87//0 Civil EngineeringPublic Works Project Management Land Surveying Landscape Architecture Land Planning www.esmcivil.com Ρτησδ 1// Κ Κ Β 21//0 21µχ ≅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 TOOCTOBER 31) IN ACCORDANCE WITH THE GEOTECHNICAL RECOMMENDATION MADE BY ASSOCIATED EARTHSCIENCES, 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 ISREDUCED 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 THAN12 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 ONEWEEK 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 MUSTBE STOCKPILED ON SITE (SECTION D.3.3.1).7.CONSTRUCTION ROAD AND PARKING LOT STABILIZATION ARE REQUIRED FOR ALL SITES UNLESS THESITE IS UNDERLAIN BY COARSE-GRAINED SOIL (SECTION D.3.4.2).8.SEDIMENT RETENTION IS REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THESPECIFIED DESIGN FLOW (SECTION D.3.5).9.SURFACE WATER CONTROLS ARE REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THESPECIFIED DESIGN FLOW (SECTION D.3.6).10.PHASING AND MORE CONSERVATIVE BMPS MUST BE EVALUATED FOR CONSTRUCTION ACTIVITY NEARTHE SURFACE WATERS (SECTION D.5.3).11.ANY RUNOFF GENERATED BY DEWATERING MAY BE REQUIRED TO DISCHARGE TO THE SANITARYSEWER (WITH APPROPRIATE DISCHARGE AUTHORIZATION), PORTABLE SAND FILTER SYSTEMS, ORHOLDING 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 DRYSEASON. 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 CRITERIAOCCURS, 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 INSPECTIONSOR 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. THEESC 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 ONEWITH 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 THECITY WITHIN 48 HOURS. “” 1. THESE PLANS ARE APPROVED FOR STANDARD ROAD AND DRAINAGE IMPROVEMENTS ONLY. PLANS FORSTRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THECITY PRIOR TO CONSTRUCTION. 2. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIESSHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHT-OF-WAY SHALL BECONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHT-OF-WAY SHALL BECONSTRUCTED 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 ∀ 02/18/25 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 RECORD DRAWINGS 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 LYNNWOOD Εδχδθκ ςξ+ ς≅ 87//0 Civil Engineering Public Works Project Management Land Surveying Landscape Architecture Land Planning www.esmcivil.com Ρτησδ 1// Κ Κ Β 21//0 21µχ ≅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 ∀ 02/18/25 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 RECORD DRAWINGS S 21ST ST2 3 CONTOUR INTERVAL = 2' SCALE: 1" = 20' n CITY OF RENTONTED-40-4315SOPHIE JO SHORT PLAT S 21ST ST FRONTAGE PLAN & PROFILE UTILITY PERMIT #SOPHIE JO SHORT PLATR-431509 A PORTION OF THE SE 1/4 OF SECTION 19, TWP, 23 REG, 5 E, WM 1SMITHERS AVE SS 21ST ST LEGEND NOTES: SCALE: CLEAN-OUT DETAILS A DT-01 A DT-01 TRACT A Federal Way, WA 98001Suite 200 L L C32001 32nd Avenue SouthC O N S U L T I N G E N G I N E E R S SMITHERS AVE S CONTOUR INTERVAL = 2' SCALE: 1" = 20' n SMITHERS AVE S 1 Federal Way, WA 98001Suite 200 L L C32001 32nd Avenue SouthC 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 SMITHERS AVE S FRONTAGE PLAN & PROFILE UTILITY PERMIT #SOPHIE JO SHORT PLATR-431510 A PORTION OF THE SE 1/4 OF SECTION 19, TWP, 23 REG, 5 E, WM B DT-01 B DT-01 LEGEND NOTES: SCALE: CONTOUR INTERVAL = 2' SCALE: 1" = 10' n SECTION A-A SECTION B-BSCALE: SCALE: LOT 2 LOT 3 Federal Way, WA 98001Suite 200 L L C32001 32nd Avenue SouthC 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 VAULT PLAN UTILITY PERMIT #SOPHIE JO SHORT PLATR-431511 A PORTION OF THE SE 1/4 OF SECTION 19, TWP, 23 REG, 5 E, WM 2 3 S 21ST STB B AA DETENTION VOLUMES(LIVE STORAGE) NOTES: C DT-01 C DT-01 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 LYNNWOOD Εδχδθκ ςξ+ ς≅ 87//0 Civil Engineering Public Works Project Management Land Surveying Landscape Architecture Land Planning www.esmcivil.com Ρτησδ 1// Κ Κ Β 21//0 21µχ ≅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 ∀ 02/18/25 DT-01 12 23 AS SHOWN BML CJRΡΝΟΓΗ∆ ΙΝ ΡΓΝΘΣ ΟΚ≅ΣΘ,320401 ER T ST A T NO 50085 G S ERTE D E FO HWSA GN 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 MAX2:1 MAX2:1 MAX 2:1 MAX \A1;16' \A1;PROPOSED 38' TRACT A VARIES1'%%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' PROPR/W \A1;23' \A1;13' LOT 2LOT 3 EXR/WEXR/WEXR/WPROPR/W 1.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON CODE, KING COUNTY ROAD STANDARDS (KCRS), KINGCOUNTY SURFACE WATER DESIGN MANUAL (KCSWDM) AND THE CONDITIONS OF PRELIMINARY SUBDIVISION APPROVAL. IT SHALL BE THESOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATIONFROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO THECITY 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 OFRENTON, 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 BEFOREINITIATING 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 CONSTRUCTEDUNLESS AN APPROVED SET OF PLANS THAT MEETS ALL REQUIREMENTS OF THE CITY OF RENTON IS SUBMITTED TO CITY INSPECTIONSECTION 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 NOTEDON 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 PROTECTPROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELEDRIGHT-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 PRIVATETRACT A RECORD DRAWINGS