The URL can be used to link to this page

20-101386-Civil Plan Set-04-22-2021-V3ΡΓ∆∆Σ ΝΕ ∆ΡΛ ΙΝΑ ΜΝ− 0775,//0,/05,//04 οθδοθδχ αξ Υηβηµησξ Λο 340 \\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0015\\plots\\construction plans\\CV-01.dwg4/20/2021 11:49 AMPlotted:File:Plotted By: Greg Fedore223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4 Ε∆Χ∆Θ≅Κ ς≅Ξ+ ς≅ 87//2 Ογνµδ9 ∋142( 727,5002 N ETRAB .G A RU A 40111ANO R WFOE A SH NGTO N T E R ED SG ENG NEE EFOR P TS SS TA ER N A E G H NOT TO SCALE µ NORTH LAKE LAKE GENEVA LAKE KILARNEY BROOK LAKE HYLEBOS STATE PARK PANTHER LAKE PANTHER LAKE PARK CELEBRATION PARK 5 18 S 348TH ST 99 161 S 336TH ST S 320TH ST S 356TH ST S 342ND ST S 352ND ST SW 330TH ST S 340TH ST S 344TH ST S 343RD ST PACIFIC HWY SS 324TH ST 9TH AV S13TH PL SWEYERHAUSERWY S38TH AV S1ST AV S1ST AV S1ST WY SMILITARY RD SPEASLEY CANYON RDHORIZONTAL CONTROL AND SITE PLANST-01 - ST-03 T.E.S.C. AND GRADING PLANGR-01 - GR-07 οθδοθδχ ενθ 4 - 6 ΒΝΜΡΣΘΤΒΣΗΝΜ ΟΚ≅ΜΡ ενθ ςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !≅! ΡΗΣ∆ Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒ Χ≅Μ≅ ΝΡΣ∆ΜΡΝΜ 7736 ΗΛΟ∆ΘΗ≅Κ ΓΗΦΓς≅Ξ+ ΡΤΗΣ∆ Γ ΧΝςΜ∆Ξ+ Β≅ 8/131 GR-0814 T.E.S.C. AND GRADING NOTES AND DETAILS ΟΘΝΙ∆ΒΣ ΒΝΜΣ≅ΒΣΡ9 {CIVIL ENGINEER }ESM CONSULTING ENGINEERS LAURA BARTENHAGEN, PE, LEED AP 33400 8TH AVE S SUITE #205 FEDERAL WAY, WA 98003 (253) 838-6113 { LANDSCAPE ARCHITECT} ESM CONSULTING ENGINEERS LEANNE KUHLMAN 33400 8TH AVE S SUITE #205 FEDERAL WAY, WA 98003 (253) 838-6113 {GEOTECHNICAL ENGINEER} GEOENGINEERS STEVE HELVEY 1101 FAWCETT AVE SUITE #200 TACOMA, WA 98402 {ARCHITECT }NELSON MIKE SNYDER 1200 FIFTH AVE SUITE #1300 SEATTLE, WA 98101 (206) 720-7001 {OWNER / AGENT} FEDERAL WAY CAMPUS, LLC DANA OSTENSON 8847 IMPERIAL HIGHWAY SUITE H DOWNEY, CA 90242 (310) 722-8972 {WETLAND CONSULTANTS} TALASAEA ASSOCIATES BILL SHIELS / JENNIFER MARRIOTT 15050 BEAR CREEK RD NE WOODINVILLE, WA 98077 (425) 861-7550 {TRANSPORTATION ENGINEER} TENW JEFF SCHRAMM 816 6TH ST S KIRKLAND, WA 98033 (425) 250-0581 Ργδδσ Ηµχδω DESCRIPTIONDRAWING NO.SHEET NO. EXISTING CONDITIONSEX-01 CV-01 COVER SHEET 2 1 SD-0822 POND CROSS SECTIONS SD-01 - SD-0715 - 21 PARKING AND STORM DRAINAGE PLAN DT-01 - DT-0423 - 26 FRONTAGE IMPROVEMENT PLANSFR-01 - FR-04 LANDSCAPE PLANLA-01 - LA-07 27 - 30 31 - 37 DESCRIPTIONDRAWING NO.SHEET NO. COVER SHEETWA-01 SITE WATER PLAN VIEWWA-02 1 2 DESCRIPTIONDRAWING NO.SHEET NO. SANITARY SEWER PLAN VIEW SS-01 SANITARY SEWER PROFILE VIEW SS-02 1 2 Βησξ νε Εδχδθκ ςξ Κϕδγυδµ Τσηκησξ Χηρσθηβσ , ςσδθ Κϕδγυδµ Τσηκησξ Χηρσθηβσ , Ρδϖδθ LEGENDLG-013 SITE WATER PLAN VIEWWA-033 DETAILS & NOTES LANDSCAPE PLAN DETAILS, LEGEND & NOTESLA-08 - LA-1038 - 40 SS-033 SITE WATER PLAN VIEWWA-044 SANITARY SEWER COVER SHEET Know what's below. before you dig.Call R TREE RETENTION PLANTR-0141 IRRIGATION PLANIR-01 - IR-0442 - 45 APPROVED DATE PERMIT NO. 20-101386-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 THE FOLLOWING MEASURES SHALL BE IMPLEMENTED DURING PROJECT CONSTRUCTION WITH QUARTERLY REPORTS SUBMITTED BY THE APPLICANT TO THE CITY DOCUMENTING COMPLIANCE STARTING FROM THE ISSUANCE OF THE BUILDING PERMIT AND CONCLUDING AT ISSUANCE OF THE CERTIFICATE OF OCCUPANCY: a)USE ONLY EQUIPMENT AND TRUCKS THAT ARE MAINTAINED IN OPTIMAL OPERATIONAL CONDITION. b)REQUIRE ALL OFF ROAD EQUIPMENT TO BE RETROFIT WITH EMISSION REDUCTION EQUIPMENT (I.E., REQUIRE PARTICIPATION IN PUGET SOUND REGION DIESEL SOLUTIONS BY PROJECT SPONSORS AND CONTRACTORS), INCLUDING PARTICULATE MATTER TRAPS AND OXIDATION CATALYSTS TO REDUCE MSATS. c)USE BIODIESEL OR OTHER LOWER-EMISSION FUELS FOR VEHICLES AND EQUIPMENT. THIS SHALL BE VERIFIED DURING CONSTRUCTION AND AT TIME OF FINAL BUILDING INSPECTION PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY. d)USE CARPOOLING OR OTHER TRIP REDUCTION STRATEGIES FOR CONSTRUCTION WORKERS WHEN POSSIBLE. e)STAGE CONSTRUCTION TO MINIMIZE OVERALL TRANSPORTATION SYSTEM CONGESTION AND DELAYS TO REDUCE REGIONAL EMISSIONS OF POLLUTANTS DURING CONSTRUCTION. f)IMPLEMENT RESTRICTIONS ON CONSTRUCTION TRUCK IDLING (E.G., LIMIT IDLING TO A MAXIMUM OF FIVE MINUTES). g)LOCATE CONSTRUCTION EQUIPMENT AWAY FROM SENSITIVE RECEPTORS SUCH AS FRESH AIR INTAKES TO BUILDINGS, AIR CONDITIONERS, AND SENSITIVE POPULATIONS. h)LOCATE CONSTRUCTION STAGING ZONES WHERE DIESEL EMISSIONS WON'T BE NOTICEABLE TO THE PUBLIC, OR NEAR SENSITIVE POPULATIONS SUCH AS THE ELDERLY AND THE YOUNG. i)SPRAY EXPOSED SOIL WITH WATER OR OTHER SUPPRESSANT TO REDUCE EMISSIONS OF PM10 AND DEPOSITION OF PARTICULATE MATTER. j)PAVE OR USE GRAVEL ON STAGING AREAS AND ROADS THAT WOULD BE EXPOSED FOR LONG PERIODS. k)COVER ALL TRUCKS TRANSPORTING MATERIALS, WET MATERIALS IN TRUCKS, OR PROVIDE ADEQUATE FREEBOARD (SPACE FROM THE TOP OF THE MATERIAL TO THE TOP OF THE TRUCK BED), TO REDUCE PM10 EMISSIONS AND DEPOSITION DURING TRANSPORT. l)PROVIDE WHEEL WASHERS TO REMOVE PARTICULATE MATTER THAT WOULD OTHERWISE BE CARRIED OFF SITE BY VEHICLES TO DECREASE DEPOSITION OF PARTICULATE MATTER ON AREA ROADWAYS. m)REMOVE PARTICULATE MATTER DEPOSITED ON PAVED, PUBLIC ROADS, SIDEWALKS, AND BICYCLE AND PEDESTRIAN PATHS TO REDUCE MUD AND DUST; SWEEP AND WASH STREETS CONTINUOUSLY TO REDUCE EMISSIONS. n)COVER DIRT, GRAVEL, AND DEBRIS PILES AS NEEDED TO REDUCE DUST AND WIND-BLOWN DEBRIS. o)ROUTE AND SCHEDULE CONSTRUCTION TRUCKS TO REDUCE DELAYS TO TRAFFIC DURING PEAK TRAVEL TIMES TO REDUCE AIR QUALITY IMPACTS CAUSED BY A REDUCTION IN TRAFFIC SPEEDS. (SEPA MITIGATION MEASURES.) Γ∆≅ΘΗΜΦ ∆Ω≅ΛΗΜ∆Θ ΒΝΜΧΗΣΗΝΜΡ ΝΕ ≅ΟΟΘΝΥ≅Κ ΗΣ∆Λ 15 , ≅ΒΣΗΝΜΡ ≅ΜΧ Θ∆ΟΝΘΣΗΜΦ ΧΤΘΗΜΦ ΒΝΜΡΣΘΤΒΣΗΝΜ 04/21/2021 409.80HV105S SS S P P PP 10 8 T x x x xx x xx x T SC.B.P x x x xx x xx x D S S COSP COSP P P S T T PP S P P T T PP D P IR S T T COS G W G D COS S T PB PB PB PB PB PB PB PB PB PB PB PB PB T PB D D PB PB D PB W D D D D D D D D T T T S P W W D D S GATEµ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 40 7/& 16080 Χ≅ΣΤΛ9 Μ−Φ−Υ−Χ− 18 (PUBLIC RIGHT OF WAY)(PUBLIC RIGHT OF WAY) MINOR ARTERIAL (PUBLIC RIGHT OF WAY)(PUBLIC RIGHT OF WAY)(PUBLIC RIGHT OF WAY)ς∆Ξ∆ΘΓ≅∆ΤΡ∆Θ ς≅Ξ Ρ−Ρ− 225ΣΓ ΡΣΘ∆∆Σ2/ΣΓ ≅Υ∆ΜΤ∆ Ρ− ΚΝΝΟ ΘΝ≅ Χ (PRIVATE ROAD) ΚΝΝ Ο Θ Ν ≅ Χ (PRIVATE ROAD) 2 2 Θ Χ Ο Κ ≅ Β ∆ Ρ − SECTION 22 SECTION 21 ς∆Ξ∆ΘΓ≅∆ΤΡ∆Θ ς≅Ξ Ρ− ΕΝΘ∆ΡΣ∆Χ ΑΤΕΕ∆Θ 50.0' FORESTED BUFFER 50.0' FORESTED BUFFER Κ∆Φ∆ΜΧ BOLLARD INFORMATION SIGN S SANITARY SEWER MANHOLE STORM DRAIN CATCH BASIN STORM PIPE INLET/OUTLET P GUY ANCHOR POWER POLE T TELEPHONE MANHOLE WATER VALVE LUMINARY WITH ARM GAS MARKER POST LUMINARY GAS VALVE G POWER POLE WITH TRANSFORMER P POWER VAULT TELEPHONE RISER TELEPHONE JUNCTION BOC WATER METER FIRE HYDRANT POWER JUNCTION BOXPB GATE ENDUTILITY VAULT STORM CULVERT SANITARY SEWER MANHOLE COS OVERHEAD POWER LINESUNDERGROUND POWER LINESUNDERGROUND NATURAL GAS LINESUNDERGROUND WATER LINES UNDERGROUND FIBER OPTIC LINES UNDERGROUND TELEPHONE LINES SANITARY SEWER FORCE MAIN IR IRRIGATION CONTROL BOX Α≅ΡΗΡ ΝΕ Α∆≅ΘΗΜΦ (AKA PRIMARY STATE HIGHWAY NO. 2 - PUBLIC RIGHT OF WAY)ΡΣ≅ Σ∆ ΘΝΤ Σ∆ 0 7 TRAIL TRAIL TRAIL TRAIL TRAIL ASPHALT CONCRETE WALK CONCRETE CURB GRAVEL STORAGE AREA ECOLOGYBLOCK WALL GRAVEL ROAD ASPHALT PAVEMENTASPHALT PAVEMENT ASPHALT WALK {\Ff:\r13c4\com\fonts\romans|c0;LOT 6, CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT NO. 17-100484-SU, RECORDED UNDER RECORDING NUMBER 20171103900001, IN KING COUNTY, WASHINGTON.} Κ∆Φ≅Κ Χ∆ΡΒΘΗΟΣΗΝΜ WASHINGTON COORDINATE SYSTEM (WCS) - NORTH ZONE (BASED UPON NAD 83\\11) UTILIZING THE WASHINGTON STATE REFERENCE NETWORK (WSRN) IN NOVEMBER, 2015. Α≅ΡΗΡ ΝΕ ΓΝΘΗΨΝΜΣ≅Κ Χ≅ΣΤΛ NGVD 29 ELEVATIONS REFERENCED TO CITY OF FEDERAL WAY BENCH MARK NO. 144 TOP OF 2" IRON PIPE INSIDE MONUMENT CASE LOCATED AT THE INTERSECTION OF S 320TH ST AND 32ND AVE S ELEVATION=462.933 NGVD 29 Υ∆ΘΣΗΒ≅Κ Χ≅ΣΤΛ Σ∆ΛΟΝΘ≅ΘΞ Α∆ΜΒΓ Λ≅ΘϑΡ TRAIL BURIED COMMUNICATIONS EASEMENT AND SEWER EASEMENT RECORD NO. 20001214000760 (VACATED RIGHT OF WAY)S. 338TH STREET\pxql;VACATED RIGHT OF WAY - {\Fsimplex|c0;SEE KING COUNTY ORDINANCE NO. }00328 (AKA V-1353) DATED FEBRUARY 2, 1970 AND RECORDED UNDER RECORDING NO. 7111090451(VACATED RIGHT OF WAY) 29TH AVENUE S. (VACATED RIGHT OF WAY) 31ST AVENUE S.(VACATED RIGHT OF WAY)S. 340TH STREET\pxql;VACATED RIGHT OF WAY - {\Fsimplex|c0;SEE KING COUNTY ORDINANCE NO. }00328 (AKA V-1353) DATED FEBRUARY 2, 1970 AND RECORDED UNDER RECORDING NO. 7111090451APPROXIMATE LOCATIONOF TELEPHONE EASEMENT RECORDINGNO. 9201160717(VACATED RIGHT OF WAY) 30TH AVENUE S.15'OWNER: FEDERAL WAY CAMPUS, LLC 8847 IMPERIAL HIGHWAY, SUITE H DOWNEY, CA 90242 APPROXIMATE LOCATION OF15' X 15' TELEPHONE EASEMENTRECORDING NO. 920116071768'23'ASPHALT TELEPHONE EASEMENT RECORDING NO. 5678223 ASPHALT ASPHALTASPHALTPOWER VAULT ASPHALT PAVEMENT CONCRETE WALKCONCRETE CURBINGRESS AND EGRESS EASEMENT OVER EXISTING ROADS RECORDING NO. 2011022300000630'20'TELEPHONE EASEMENT RECORDING NO. 820390510WATER EASEMENT RECODING NO. 6693957WATER EASEMENT RECORDING NO. 6693956(VACATED RIGHT OF WAY) 30TH AVENUE S. GUARD RAIL WIRE FENCE GATE CONCRETE WALK A 44925 T S SGIRE DRETE GNTE FO IHSAW T ON \pxql;VACATED RIGHT OF WAY - {\Fsimplex|c0;SEE KING COUNTY ORDINANCE NO. }00328 (AKA V-1353) DATED FEBRUARY 2, 1970 AND RECORDED UNDER RECORDING NO. 7111090451TRAIL TRAILTRAILAPPROXIMATE LOCATIONOF TELEPHONE EASEMENT RECORDINGNO. 9201160717\pxt4;PRESCRIPTIVE RIGHTS FOR AN EXISTING GAS LINE NOTE: FORMER EASEMENT PER RECORDING NO. 8010100959 WAS EXTINGUISHED BY RECORDING NO. 1990817001304 ASPHALT ASPHALTASPHALT ASPHALT WIRE FENCE BURIED COMMUNICATIO NS EASEMENT AND SEWER EASEMENT RECORD NO. 15'(VACATED RIGHT OF WAY)S. 342ND STREETDP CATEGORY III 300 SF DQ CATEGORY III 703 SF DR CATEGORY III 3,240 SF DT CATEGORY III 2,430 SF DU CATEGORY III 373 SF (TO BE FILLED OFFSITE) DW CATEGORY III 446 SF (TO BE FILLED OFFSITE) DX CATEGORY III 392 SF (TO BE FILLED OFFSITE) DZ CATEGORY III 59 SF (TO BE FILLED OFFSITE) EB CATEGORY III 1,601 SF (TO BE FILLED) EC CATEGORY III 821 SF ED CATEGORY III 3,234 SF (TO BE FILLED PORTIONS OFFSITE) EE CATEGORY III 1,881 SF (TO BE FILLED) EF CATEGORY III 1,115 SF ς∆ΣΚ≅ΜΧΡ9 Β Ο , 0 Ψ Ν Μ ∆ Θ Ρ , 8 − 5 Ψ Ν Μ ∆ NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME: DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.: PRINT: DATE OF \\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0015\\plots\\construction plans\\EX-01.dwg4/19/2021 1:32 PMPlotted:File:Plotted By: Greg FedoreEVERETTFEDERAL WAYΒ Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ ΡΚ Κ ΒCivil EngineeringProject ManagementLand SurveyingLandscape ArchitectureLand Planningwww.esmcivil.com(253) 838-6113(425) 297-9900Public WorksΕδχδθκ ςξ+ ς≅ 87//2223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4≅ ΟΝΘΣΗΝΜ ΝΕ Ρ∆ΒΣΗΝΜ 10+ Σ−10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !≅!EXISTING CONDITIONSWASHINGTONCITY OF FEDERAL WAY1886-001-016 EX-01 LGB JJH 04/23/2021 ∆Ω,/0 1 34 \A1;100.0' FORESTED BUFFER GRAVEL PATHAPPROVED DATE PERMIT NO. 20-101386-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 Know what's below. before you dig.Call R 04/21/2021 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 FIRE HYDRANT REDUCER BEND TEE (W/ VALVES) CROSS (W/ VALVES) DETECTOR CHECK VALVE AIR-VAC ASSEMBLY BLOWOFF ASSEMBLY DOMESTIC / IRRIGATION METER CONCRETE BLOCKING BUTTERFLY VALVE GATE VALVE 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 WATER 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 866.0 0+33 (STATION ALONG MAINLINE) 21 L.F. (STUB LENGTH) 866.0 (I.E. AT END OF STUB) 866.0 21 L.F.0+33 CONCRETE BLOCK WALL WATER PIPE W 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 FM TOP OF WALLTOW/TW BOTTOM OF WALLBOW/BW FINISH GRADEFG STORM DRAINSD SANITARY SEWERSS WATER SAMPLING STATIONWSS FIRE DEPARTMENT CONNECTIONFDC ROADWAY CAP/PLUG 812 820 812 CONTOUR (MAJOR) STREET LIGHT BOLLARDS DOWNSPOUTS FOOTING DRAIN FLOWPATH Δ CL/ NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME: DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.: PRINT: DATE OF \\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0015\\plots\\construction plans\\LG-01.dwg4/19/2021 1:33 PMPlotted:File:Plotted By: Greg FedoreEVERETTFEDERAL WAYΒ Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ ΡΚ Κ ΒCivil EngineeringProject ManagementLand SurveyingLandscape ArchitectureLand Planningwww.esmcivil.com(253) 838-6113(425) 297-9900Public WorksΕδχδθκ ςξ+ ς≅ 87//2223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !≅!LEGENDWASHINGTONCITY OF FEDERAL WAY1886-001-016 LG-01 LGB JJH 04/23/2021 ΚΦ,/0 2 34 GRADE BREAKRIDGE LINE\pxt1;GB \pxt1;GB N ETRAB .G A RU A 40111ANO R WFOE A SH NGTON T E RED SG ENG NEE EFOR P TS SS TA ER N A E G H BUILDING SETBACK LINEBSBL APPROVED DATE PERMIT NO. 20-101386-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 Know what's below. before you dig.Call R 04/21/2021 T P P IR S T T COS W G D COST PB PB PB PB PB PB PB PB PB PB PB PB D PB PB W D D D D D D P PARCEL NO: PORTION 614260-0005 ZONING: CP-1 CONSTRUCTION: UNLIMITED USE: WAREHOUSE AND OFFICE WETLAND FILL AREA = 9,922 SF. PARKING: 255 CAR STALLS (7 ADA ACCESSIBLE), 30 TRAILERS ΡΗΣ∆ Χ≅Σ≅9 TRAILER STALLS: 12'X55' AISLE WIDTH: 26' (TYP) ΟΘΝΙ∆ΒΣ ΡΣ≅ΣΗΡΣΗΒΡ9 114+771 ΡΕ 0 ΡΣΝΘΞ < 34& ΓΗΦΓ Λ≅Ω− ΕΕ Υ≅ΘΗ∆Ρ < 3/0−18 , 3/3−60 N ETRAB .G A RU A 40111ANO R WFOE A SH NGTON T E R ED SG ENG NEE EFOR P TS SS TA ER N A E G H NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME: DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.: PRINT: DATE OF \\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0015\\plots\\construction plans\\ST-01.dwg4/19/2021 1:36 PMPlotted:File:Plotted By: Greg FedoreEVERETTFEDERAL WAYΒ Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ ΡΚ Κ ΒCivil EngineeringProject ManagementLand SurveyingLandscape ArchitectureLand Planningwww.esmcivil.com(253) 838-6113(425) 297-9900Public WorksΕδχδθκ ςξ+ ς≅ 87//2223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4≅ ΟΝΘΣΗΝΜ ΝΕ Ρ∆ΒΣΗΝΜ 10+ Σ−10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !≅!HORIZONTAL CONTROL AND SITE PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 ST-01 LGB JJH 04/23/2021 ΡΣ,/0 3 34 µ {CP-1 CORPORATE PARK-1} USE: GENERAL WAREHOUSE MINIMUM LOT AREA: NONE MAXIMUM LOT COVERAGE: NONE MAXIMUM BUILDING HEIGHT: 6 STORIES ΡΒ≅Κ∆9 0! < 0 25 4/& 10025 (PUBLIC RIGHT OF WAY)(PUBLIC RIGHT OF WAY) (PUBLIC RIGHT OF WAY)(PUBLIC RIGHT OF WAY)Ρ− 225ΣΓ ΡΣΘ∆∆Σ2/ΣΓ ≅Υ∆ΜΤ∆ Ρ− ΚΝΝΟ ΘΝ≅Χ(PRIVATE ROAD)22ΘΧ ΟΚ≅Β∆ Ρ−SECTION 22SECTION 2130.0' EXISTING TELEPHONE EASEMENT 10.0' EXISTING WATER EASEMENT ς∆Ξ∆ Θ Γ ≅ ∆ Τ Ρ ∆ Θ ς ≅ Ξ Ρ − SEE SHEET ST-02 FOR CONTINUATION 20.0' EXISTING INGRESS EGRESS EASEMENT ΒΟ,0 ΒΝΘΟΝΘ≅Σ∆ Ο≅Θϑ,0 CITY OF FEDERAL WAY ZONING ΒΟ,0 ΨΝΜ∆ ΒΝΘΟΝΘ≅Σ∆ Ο≅Θϑ,0 CITY OF FEDERAL WAY ZONING 4420600035 ΟΘΝΙ∆ΒΣ ΡΣ≅ΣΗΡΣΗΒΡ9 \A1;10.0' PROPOSED UTILITY EASEMENT \A1;18.0' \A1;8.5' \A1;18.0' \A1;8.5' \A1;18.0' \A1;8.5' \A1;5.0' CONCRETE SIDEWALK (TYP) \A1;26.0' \A1;18.0' \A1;8.5' \A1;18.0' \A1;8.5' \A1;26.0' \A1;26.0' \A1;55.0' \A1;12.0' \A1;60.0'\A1;70.0'\A1;R=5'\A1;R=40'\A1;R=74'\A1;26.0' \A1;18.0' \A1;8.5' \A1;185.0' \A1;230.1' \A1;R=15' \A1;178.7' \A1;282.2' \A1;113.7' \A1;85.5' \A1;15.0' UTILITY EASEMENT \A1;50.0' FORESTED BUFFER 5.0' PEDESTRIAN PATH \A1;R=1500'ΘΡ 8−5 ΨΝΜ∆ ΘΡ 8−5 ΨΝΜ∆ ΝΟ,0 ΨΝΜ∆ ΝΟ ΨΝΜ∆\A1;R=250'\A1;R=5'\A1;R=5'\A1;R=25'\A1;R=51'\A1;R=20'\A1;R=20' \A1;26.0' \A1;18.0' \A1;8.5' APPROVED DATE PERMIT NO. 20-101386-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 Know what's below. before you dig.Call R 04/21/2021 S AAA GAS XFMRPIV P PP S P 10 8 11 4 3 T x x x x x x x xx x x x x x x x xx D S COSP COS P S T T P T T D G S PB PB T D PB D T W DD 114+771 ΡΕ 0 ΡΣΝΘΞ < 34& ΓΗΦΓ Λ≅Ω− ΕΕ Υ≅ΘΗ∆Ρ < 3/0−18 , 3/3−60 N ETRAB .G A RU A 40111ANO R WFOE A SH NGTON T E RED SG ENG NEE EFOR P TS SS TA ER N A E G H NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME: DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.: PRINT: DATE OF \\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0015\\plots\\construction plans\\ST-02.dwg4/19/2021 1:41 PMPlotted:File:Plotted By: Greg FedoreEVERETTFEDERAL WAYΒ Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ ΡΚ Κ ΒCivil EngineeringProject ManagementLand SurveyingLandscape ArchitectureLand Planningwww.esmcivil.com(253) 838-6113(425) 297-9900Public WorksΕδχδθκ ςξ+ ς≅ 87//2223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4≅ ΟΝΘΣΗΝΜ ΝΕ Ρ∆ΒΣΗΝΜ 10+ Σ−10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !≅!HORIZONTAL CONTROL AND SITE PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 ST-02 LGB JJH 04/23/2021 ΡΣ,/1 4 34 µ ΡΒ≅Κ∆9 0! < 0 25 4/& 10025 (PUBLIC RIGHT OF WAY)ΚΝΝΟ ΘΝ≅Χ(PRIVATE ROAD)ς∆Ξ∆ΘΓ≅∆ΤΡ∆Θ ς≅Ξ Ρ−SEE SHEET ST-01 FOR CONTINUATION ΒΟ,0 ΒΝΘΟΝΘ≅Σ∆ Ο≅Θϑ,0 CITY OF FEDERAL WAY ZONING \A1;55.0'\A1;70.0' \A1;185.0' \A1;12.0' \A1;18.0' \A1;8.5' \A1;18.0' \A1;52.0' \A1;8.5' \A1;R=5'\A1;R=80'\A1;R=15'\A1;R=5'\A1;30.0'\A1;R=50'\A1;18.0' \A1;8.5'\A1;26.0'\A1;R=5'\A1;R=15'\A1;R=15'\A1;R=20'\A1;R=5'\A1;R=5' \A1;5.0' CONCRETE SIDEWALK (TYP) \A1;18.0' \A1;8.5'\A1;R=5'\A1;R=5' \A1;5.0' CONCRETE SIDEWALK (TYP) ΒΟ,0 ΒΝΘΟΝΘ≅Σ∆ Ο≅Θϑ,0 CITY OF FEDERAL WAY ZONING \A1;10.0' PROPOSED POWER EASEMENT \A1;10.0' PROPOSED UTILITY EASEMENT SEE SHEET ST-03 FOR CONTINUATION \A1;15.0' STORM DRAINAGE EASEMENT \A1;62.5'\A1;62.5' \A1;50.0' FORESTED BUFFER \A1;100.0' FORESTED BUFFER \A1;60.0' \A1;26.0' \A1;50.0' FORESTED BUFFER \A1;15.0' UTILITY EASEMENT \A1;EX. 15.0' SANITARY SEWER EASEMENT \A1;15.0' UTILITY EASEMENT \A1;R=20' ΝΟ,1 ΨΝΜ∆ ΝΟ,0 ΨΝΜ∆ \A1;R=3'\A1;R=3'\A1;8.5' \A1;18.0' \A1;8.5' \A1;18.0' APPROVED DATE PERMIT NO. 20-101386-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 Know what's below. before you dig.Call R 04/21/2021 SS S S C.B. S S P P P P S S P P D S T T P S W S N ETRAB .G A RU A 40111ANO R WFOE A SH NGTON T E R ED SG ENG NEE EFOR P TS SS TA ER N A E G H NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME: DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.: PRINT: DATE OF \\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0015\\plots\\construction plans\\ST-03.dwg4/19/2021 2:01 PMPlotted:File:Plotted By: Greg FedoreEVERETTFEDERAL WAYΒ Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ ΡΚ Κ ΒCivil EngineeringProject ManagementLand SurveyingLandscape ArchitectureLand Planningwww.esmcivil.com(253) 838-6113(425) 297-9900Public WorksΕδχδθκ ςξ+ ς≅ 87//2223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4≅ ΟΝΘΣΗΝΜ ΝΕ Ρ∆ΒΣΗΝΜ 10+ Σ−10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !≅!HORIZONTAL CONTROL AND SITE PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 ST-03 LGB JJH 04/23/2021 ΡΣ,/2 5 34 µ ΡΒ≅Κ∆9 0! < 0 25 4/& 10025 (PUBLIC RIGHT OF WAY)ΚΝΝΟ ΘΝ≅Χ(PRIVATE ROAD)ς∆Ξ∆ΘΓ≅∆ΤΡ∆Θ ς≅Ξ Ρ−ΒΟ,0 ΒΝΘΟΝΘ≅Σ∆ Ο≅Θϑ,0 CITY OF FEDERAL WAY ZONING ΒΟ,0 ΒΝΘΟΝΘ≅Σ∆ Ο≅Θϑ,0 CITY OF FEDERAL WAY ZONING SEE SHEET ST-02 FOR CONTINUATION \A1;15.0' STORM DRAINAGE EASEMENT ΡΣΝΘΛ Χ∆Σ∆ΜΣΗΝΜ ΟΝΜΧ ΡΣ≅Σ ∆ Θ Ν ΤΣ ∆ 07 \A1;10.0' PROPOSED POWER EASEMENT \A1;100.0' FORESTED BUFFER \A1;EX 15' SANITARY SEWER EASEMENT APPROVED DATE PERMIT NO. 20-101386-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 Know what's below. before you dig.Call R 04/21/2021 µ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 (PUBLIC RIGHT OF WAY) ς∆Ξ ∆ Θ Γ ≅ ∆ Τ Ρ ∆ Θ ς ≅ Ξ Ρ − N ETRAB .G A RU A 40111ANO R WFOE A SH NGTO N T E R ED SG EN G NEE EFOR P TS SS TA ER N A E G H 114+771 ΡΕ 0 ΡΣΝΘΞ < 34& ΓΗΦΓ Λ≅Ω− ΕΕ Υ≅ΘΗ∆Ρ < 3/0−18 , 3/3−60 NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME: DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.: PRINT: DATE OF \\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0015\\plots\\construction plans\\GR-01.dwg4/19/2021 2:04 PMPlotted:File:Plotted By: Greg FedoreEVERETTFEDERAL WAYΒ Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ ΡΚ Κ ΒCivil EngineeringProject ManagementLand SurveyingLandscape ArchitectureLand Planningwww.esmcivil.com(253) 838-6113(425) 297-9900Public WorksΕδχδθκ ςξ+ ς≅ 87//2223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4≅ ΟΝΘΣΗΝΜ ΝΕ Ρ∆ΒΣΗΝΜ 10+ Σ−10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !≅!T.E.S.C. AND GRADING PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 GR-01 LGB JJH 04/23/2021 ΦΘ,/0 6 34 SEE SHEET GR-03 FOR CONTINUATION STRIPPING = 22,005 CY CUT = 73,229 CY FILL = 50,512 CY APPROXIMATE EARTHWORK QUANTITIES FOR 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. 1.0' FT. OF STRIPPING WAS ASSUMED. PERVIOUS AREA=236,966 SF *IMPERVIOUS AREA=436,471 SF *TOTAL ROW IMPROVEMENTS HAVE CHANGED SINCE THE PRELIMINARY SUBMITTAL, THESE AREAS REFLECT THE FINAL RECORDED AREAS. ΒΝΜΡΣΘΤΒΣΗΝΜ Ρ∆ΠΤ∆ΜΒ∆ 1.PRE-CONSTRUCTION MEETING. 2.POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3.FLAG OR FENCE CLEARING LIMITS. 4.INSTALL PERIMETER PROTECTION, SUCH AS FILTER FABRIC FENCE, WHERE INDICATED. 5.GRADE AND INSTALL ROCK-LINED CONSTRUCTION ENTRANCE(S). 6.INSTALL SEDIMENT BARRIERS OVER EXISTING CATCH BASINS. 7.CLEAR TO LIMITS SHOWN ON PLANS AND INSTALL INTERCEPTOR DITCHES. 8.CONSTRUCT SEDIMENT PONDS. 9.ROUGH GRADE PARKING AREA AND BUILDING PAD. 10.INSTALL SANITARY SEWER SYSTEM. 11.INSTALL STORM DRAINAGE SYSTEM AND STORMWATER CARTRIDGE FILTERS. 12.INSTALL DOMESTIC WATER SYSTEM. 13.INSTALL SEDIMENT BARRIERS OVER CATCH BASINS. 14.FINE GRADE FOR CURB AND GUTTER, SIDEWALK, PAVEMENT, AND LANDSCAPING. 15.INSTALL CURB, GUTTER, AND SIDEWALK. 16.PAVE PARKING AREA. 17.REMOVE SEDIMENT BARRIERS. 18.COMPLETE LANDSCAPING. 19.MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF FEDERAL WAY STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 20.RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH CITY OF FEDERAL WAY STANDARDS. 21.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. 22.STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 23.SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 24.UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED, HYDROSEEDED AND BMPS REMOVED IF APPROPRIATE.SEE SHEET GR-02 FOR CONTINUATION%%UNOTES REDTOP BENTGRASS (Agrostis alba) 30%%% PERENNIAL RYEGRASS (Lolium perenne) 20%%% COLONIAL BENTGRASS (Agrostis tenuis) 20%%% RED FESCUE (Festuca rubra) 15%%% APPLICATION RATE: 30 LBS. / ACRE %%UNAME MIXTURE BELOW SPECIFIED AS A RATIO BY WEIGHT: SEED ALL AREAS THAT ARE BARE GROUND AND AT LEAST 18" FROM ANY PLANTED TREE OR SHRUB. FOR HYDROSEED, USE 7-8 LBS. OF SEED MIX PER 1,000 SQUARE FEET, APPROXIMATELY 9-10 LBS. OF 10-20-20 N-P-K FERTILIZER PER 1,000 SQUARE FEET, AND APPROXIMATELY 45-46 LBS. OF WOOD CELLULOSE FIBER MULCH PER 1,000 SQUARE FEET IN ALL AREAS TO BE SEEDED. ADD APPROXIMATELY 1 LB. OF TACKIFIER PER 1,000 SQUARE FEET FOR SLOPES AS NECESSARY. COMMON TIMOTHY (Phleum pratensis) 5%%% COMMON VELVETGRASS (Holcus lanatus) 5%%% ΤΟΚ≅ΜΧ Μ≅ΣΗΥ∆ Ρ∆∆Χ ΛΗΩΚΝΝΟ ΘΝ≅Χ(PRIVATE ROAD)\A1;50.0' FORESTED BUFFER \A1;13.4' R/W DEDICATION \A1;5.0' CONCRETE SIDEWALK (TYP.) \A1;10.0' PROPOSED UTILITY EASEMENT ϑ∆Ξ Λ≅Ο NOT TO SCALE 1 2 EASTING ELEV.----BCR 1/2 ECR 3/41/4NORTHING =95%%D13'51"L=33.24'R=20.00' ΒΤΘΑ Ε Σ≅ΑΚ∆Κ 112491.24 1277539.21 417.45 417.08 416.72 416.38 416.03112466.48 1277555.33 1 EASTING ELEV.----BCR 1/2 ECR 3/41/4NORTHING L=30.43' ΒΤΘΑ Ε Σ≅ΑΚ∆Κ 112425.83 1277525.11 417.60 417.38 417.17 416.96 416.75112441.35 1277547.90 2 APPROVED DATE PERMIT NO. 20-101386-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 Know what's below. before you dig.Call R 04/21/2021 H=1.5'H=1.3'H=1.2'H=0.9'H=2.2'H=1.4'H=0.9'µ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 (PUBLIC RIGHT OF WAY) ς∆Ξ∆ Θ Γ ≅ ∆ Τ Ρ ∆ Θ ς ≅ Ξ Ρ − N ETRAB .G A RU A 40111ANO R WFOE A SH NGTO N T E R ED SG EN G NEE EFOR P TS SS TA ER N A E G H 114+771 ΡΕ 0 ΡΣΝΘΞ < 34& ΓΗΦΓ Λ≅Ω− ΕΕ Υ≅ΘΗ∆Ρ < 3/0−18 , 3/3−60 NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME: DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.: PRINT: DATE OF \\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0015\\plots\\construction plans\\GR-02.dwg4/19/2021 2:07 PMPlotted:File:Plotted By: Greg FedoreEVERETTFEDERAL WAYΒ Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ ΡΚ Κ ΒCivil EngineeringProject ManagementLand SurveyingLandscape ArchitectureLand Planningwww.esmcivil.com(253) 838-6113(425) 297-9900Public WorksΕδχδθκ ςξ+ ς≅ 87//2223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4≅ ΟΝΘΣΗΝΜ ΝΕ Ρ∆ΒΣΗΝΜ 10+ Σ−10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !≅!T.E.S.C. AND GRADING PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 GR-02 LGB JJH 04/23/2021 ΦΘ,/1 7 34 SEE SHEET GR-04 FOR CONTINUATIONSEE SHEET GR-01 FOR CONTINUATION\A1;5.0' CONCRETE SIDEWALK (TYP.) ϑ∆Ξ Λ≅Ο NOT TO SCALE (PUBLIC RIGHT OF WAY)ς∆Ξ∆ΘΓ≅∆ΤΡ∆Θ ς≅Ξ Ρ−\pxqc;WETLAND DQ (CAT. III) \A1;50.0' FORESTED BUFFER ΡΝΗΚΡ Θ∆ΟΝΘΣ ΜΝΣ∆Ρ9 THE FOLLOWING SOILS REPORT NOTES FOR THE SITE SHALL BE CONSIDERED PART OF THESE CONSTRUCTION DOCUMENTS: SOILS INVESTIGATION: AS PERFORMED BY: GEOENGINEERS, INC 1101 SOUTH FAWCETT AVE, SUITE 200 TACOMA, WA 98402 FILE NUMBER 22247-001-02 DATED: MARCH 9, 2017 1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL PROVISIONS OF THE SOILS REPORT FOR THE SITE BE OBSERVED AND COMPLIED WITH DURING ALL PHASES OF THE SITE PREPARATION, GRADING OPERATIONS, FOUNDATION, SLAB, AND PAVING CONSTRUCTION AS APPLICABLE FOR THE PROJECT. 2. ANY PROVISIONS OF THE SOILS REPORT WHICH CONFLICT WITH INFORMATION SHOWN ELSEWHERE ON THESE DRAWINGS, OR WHICH REQUIRE FURTHER CLARIFICATION, SHALL BE BROUGHT TO THE ATTENTION OF THE SOILS ENGINEER. 3. A REPRESENTATIVE FOR THE SOILS ENGINEER SHALL BE AVAILABLE TO OBSERVE AND APPROVE THE EARTHWORK OPERATIONS AND TO VERIFY FIELD CONDITIONS AS WORK PROCEEDS. THE SOILS ENGINEER SHALL SUBMIT FIELD REPORTS CERTIFYING THAT THE METHODS AND MATERIALS OF THE EARTHWORK OPERATIONS WERE IN ACCORDANCE WITH THE RECOMMENDATION OF THE SOILS INVESTIGATION AND THAT THE WORK WAS PERFORMED TO THE SATISFACTION OF THE SOILS ENGINEER. THE SOILS ENGINEER SHALL BE CONTRACTED DIRECTLY WITH OWNER AND COORDINATE SOILS WORK BETWEEN OWNER AND CONTRACTOR. 4. THE CONTRACTOR SHALL MAKE ALL PROVISIONS FOR SOILS INSPECTIONS AS RECOMMENDED WITHIN SOILS REPORT. AS A MINIMUM, THIS INCLUDES THE OBSERVATION OF THE FOLLOWING BY A SOILS ENGINEER: {·}PLACEMENT OF STRUCTURAL FILL MATERIAL BENEATH FUTURE BUILDINGS AND PAVEMENT {·}ROCKERIES OVER 4 FEET AND THE ASSOCIATED GEOGRID PLACEMENT, AND CONSTRUCTION {·}ANY SLOPES 3 TO 1 AND STEEPER 5. WHERE NEW STRUCTURAL FILL WILL BE PLACED ON SLOPES STEEPER THAN 5H:1V, THE FILL SHOULD BE KEYED AND BENCHED INTO SUITABLE UNDERLYING NATIVE SOILS PER ∂ ∂ ∂ APPROVED DATE PERMIT NO. 20-101386-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 Know what's below. before you dig.Call R 04/21/2021 TT H=4.3'H=4.3'H=4.4'H=4.5'µ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 N ETRAB .G A RU A 40111ANO R WFOE A SH NGTO N T E R ED SG ENG NEE EFOR P TS SS TA ER N A E G H 114+771 ΡΕ 0 ΡΣΝΘΞ < 34& ΓΗΦΓ Λ≅Ω− ΕΕ Υ≅ΘΗ∆Ρ < 3/0−18 , 3/3−60 NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME: DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.: PRINT: DATE OF \\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0015\\plots\\construction plans\\GR-03.dwg4/19/2021 2:11 PMPlotted:File:Plotted By: Greg FedoreEVERETTFEDERAL WAYΒ Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ ΡΚ Κ ΒCivil EngineeringProject ManagementLand SurveyingLandscape ArchitectureLand Planningwww.esmcivil.com(253) 838-6113(425) 297-9900Public WorksΕδχδθκ ςξ+ ς≅ 87//2223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4≅ ΟΝΘΣΗΝΜ ΝΕ Ρ∆ΒΣΗΝΜ 10+ Σ−10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !≅!T.E.S.C. AND GRADING PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 GR-03 LGB JJH 04/23/2021 ΦΘ,/2 8 34SEE SHEET VIEW AT RIGHT FOR CONTINUATIONΚΝΝΟ ΘΝ≅Χ(PRIVATE ROAD)\A1;5.0' CONCRETE SIDEWALK (TYP) ϑ∆Ξ Λ≅Ο NOT TO SCALE SEE SHEET GR-01 FOR CONTINUATION SEE SHEET VIEW AT LEFT FOR CONTINUATION SEE SHEET GR-05 FOR CONTINUATION\A1;5.0' CONCRETE SIDEWALK (TYP) 114+771 ΡΕ 0 ΡΣΝΘΞ < 34& ΓΗΦΓ Λ≅Ω− ΕΕ Υ≅ΘΗ∆Ρ < 3/0−18 , 3/3−60 ΚΝΝΟ ΘΝ≅Χ(PRIVATE ROAD)1 2 EASTING ELEV.----BCR 1/2 ECR 3/41/4NORTHING =99%%D28'41"L=34.72'R=20.00' ΒΤΘΑ Ε Σ≅ΑΚ∆Κ 111639.77 1277560.34 405.81 405.43 405.06 404.69 404.31111615.91 1277579.38 1 EASTING ELEV.----BCR 1/2 ECR 3/41/4NORTHING L=27.22' ΒΤΘΑ Ε Σ≅ΑΚ∆Κ 111575.05 1277545.45 404.81 404.25 403.71 403.17 402.6311590.30 1277565.46 2 APPROVED DATE PERMIT NO. 20-101386-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 Know what's below. before you dig.Call R 04/21/2021 AAA µ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 (PUBLIC RIGHT OF WAY)ς∆Ξ∆ΘΓ≅∆ΤΡ∆Θ ς≅Ξ Ρ−N ETRAB .G A RU A 40111ANO R WFOE A SH NGTO N T E R ED SG EN G NEE EFOR P TS SS TA ER N A E G H 114+771 ΡΕ 0 ΡΣΝΘΞ < 34& ΓΗΦΓ Λ≅Ω− ΕΕ Υ≅ΘΗ∆Ρ < 3/0−18 , 3/3−60 NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME: DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.: PRINT: DATE OF \\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0015\\plots\\construction plans\\GR-04.dwg4/19/2021 2:14 PMPlotted:File:Plotted By: Greg FedoreEVERETTFEDERAL WAYΒ Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ ΡΚ Κ ΒCivil EngineeringProject ManagementLand SurveyingLandscape ArchitectureLand Planningwww.esmcivil.com(253) 838-6113(425) 297-9900Public WorksΕδχδθκ ςξ+ ς≅ 87//2223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4≅ ΟΝΘΣΗΝΜ ΝΕ Ρ∆ΒΣΗΝΜ 10+ Σ−10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !≅!T.E.S.C. AND GRADING PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 GR-04 LGB JJH 04/23/2021 ΦΘ,/3 0/34 SEE SHEET GR-02 FOR CONTINUATION \A1;5.0' CONCRETE SIDEWALK (TYP) ϑ∆Ξ Λ≅Ο NOT TO SCALE SEE SHEET GR-05 FOR CONTINUATION \A1;50.0' FORESTED BUFFER WETLAND DR (CAT. III)Ρ∆ΧΗΛ∆ΜΣ ΟΝΜΧ BOTTOM WIDTH BOTTOM LENGTH TOP WIDTH TOP LENGTH SIDE SLOPES OVERFLOW ELEV. TOP RISER PIPE ELEV BOTTOM ELEV 0' 89.5' 42' 131.5' 3:1 (TYP.) 396 396390 TOP POND ELEV ORIFICE DIAMETER (IN) RISER SIZE (IN) 397 2.43" ∀0 APPROVED DATE PERMIT NO. 20-101386-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 Know what's below. before you dig.Call R POND DEPTH 7' SURFACE AREA REQUIRED 3,583 SF SURFACE AREA PROVIDED 5,523 SF 1"= 1"=ΡΒ≅Κ∆9 HORIZ. VERT. 20' 5' Ρ∆ΧΗΛ∆ΜΣ ΟΝΜΧ ∀0 ΒΘΝΡΡ Ρ∆ΒΣΗΝΜ ≅,≅ 1"= 1"=ΡΒ≅Κ∆9 HORIZ. VERT. 20' 5' Ρ∆ΧΗΛ∆ΜΣ ΟΝΜΧ ∀0 ΒΘΝΡΡ Ρ∆ΒΣΗΝΜ Α,Α BOTTOM=390.00 TOP=397.00 \A1;4.0'\A1;4.0' \A1;89.5'3:13:1\A1;4.0'\A1;4.0' \A1;131.5' \A1;42.0' BOTTOM=390.00 TOP=397.00 3:13:1≅ ≅ \A1;42.0'\A1;131.5'ΑΑ 04/21/2021 GAS XFMRPIV H=8.4'H=7.4'H=6.0'H=8.7'H=7.9'H=5.4'H=4.0'H=2.5'µ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020(PUBLIC RIGHT OF WAY)ς∆Ξ∆ΘΓ≅∆ΤΡ∆Θ ς≅Ξ Ρ−N ETRAB .G A RU A 40111ANO R WFOE A SH NGTO N T E R ED SG ENG NEE EFOR P TS SS TA ER N A E G H 114+771 ΡΕ 0 ΡΣΝΘΞ < 34& ΓΗΦΓ Λ≅Ω− ΕΕ Υ≅ΘΗ∆Ρ < 3/0−18 , 3/3−60 NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME: DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.: PRINT: DATE OF \\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0015\\plots\\construction plans\\GR-05.dwg4/19/2021 2:19 PMPlotted:File:Plotted By: Greg FedoreEVERETTFEDERAL WAYΒ Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ ΡΚ Κ ΒCivil EngineeringProject ManagementLand SurveyingLandscape ArchitectureLand Planningwww.esmcivil.com(253) 838-6113(425) 297-9900Public WorksΕδχδθκ ςξ+ ς≅ 87//2223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4≅ ΟΝΘΣΗΝΜ ΝΕ Ρ∆ΒΣΗΝΜ 10+ Σ−10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !≅!T.E.S.C. AND GRADING PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 GR-05 LGB JJH 04/23/2021 ΦΘ,/4 00 34SEE SHEET GR-03 FOR CONTINUATION\A1;5.0' CONCRETE SIDEWALK (TYP) ϑ∆Ξ Λ≅Ο NOT TO SCALE SEE SHEET GR-04 FOR CONTINUATION \A1;50.0' FORESTED BUFFER SEE SHEET GR-06 FOR CONTINUATION \A1;EX. 30.0' TELEPHONE EASEMENT WETLAND DT (CAT. III) Ρ∆ΧΗΛ∆ΜΣ ΟΝΜΧ BOTTOM WIDTH BOTTOM LENGTH TOP WIDTH TOP LENGTH SIDE SLOPES OVERFLOW ELEV. TOP RISER PIPE ELEV BOTTOM ELEV 0' 105' 42' 147' 3:1 (TYP.) 399 398393 TOP POND ELEV ORIFICE DIAMETER (IN) RISER SIZE (IN) 400 2.58" ∀1 Ε Ε APPROVED DATE PERMIT NO. 20-101386-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 Know what's below. before you dig.Call R POND DEPTH 6' SURFACE AREA REQUIRED 2,208 SF SURFACE AREA PROVIDED 6,174 SF 1"= 1"=ΡΒ≅Κ∆9 HORIZ. VERT. 20' 5' Ρ∆ΧΗΛ∆ΜΣ ΟΝΜΧ ∀1 ΒΘΝΡΡ Ρ∆ΒΣΗΝΜ Β,Β BOTTOM=393.003:11"= 1"=ΡΒ≅Κ∆9 HORIZ. VERT. 20' 5' Ρ∆ΧΗΛ∆ΜΣ ΟΝΜΧ ∀1 ΒΘΝΡΡ Ρ∆ΒΣΗΝΜ Χ,Χ BOTTOM=393.00 TOP=400.00 TOP=400.003:1\A1;4.0'\A1;147.0'\A1;4.0' \A1;105.0' \A1;4.0'\A1;42.0'\A1;4.0'3:13:1Χ ΒΒ Χ \A1;42.0' \A1;147.0' 04/21/2021 P P µ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 N ETRAB .G A RU A 40111ANO R WFOE A SH NGTO N T E RED SG ENG NEE EFOR P TS SS TA ER N A E G H NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME: DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.: PRINT: DATE OF \\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0015\\plots\\construction plans\\GR-06.dwg4/19/2021 2:23 PMPlotted:File:Plotted By: Greg FedoreEVERETTFEDERAL WAYΒ Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ ΡΚ Κ ΒCivil EngineeringProject ManagementLand SurveyingLandscape ArchitectureLand Planningwww.esmcivil.com(253) 838-6113(425) 297-9900Public WorksΕδχδθκ ςξ+ ς≅ 87//2223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4≅ ΟΝΘΣΗΝΜ ΝΕ Ρ∆ΒΣΗΝΜ 10+ Σ−10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !≅!T.E.S.C. AND GRADING PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 GR-06 LGB JJH 04/23/2021 ΦΘ,/5 01 34 SEE SHEET GR-05 FOR CONTINUATION SEE VIEW AT RIGHT FOR CONTINUATION SEE VIEW AT LEFT FOR CONTINUATION SEE SHEET GR-07 FOR CONTINUATIONϑ∆Ξ Λ≅Ο NOT TO SCALE \A1;15.0' STORM DRAINAGE EASEMENT \A1;100.0' FORESTED BUFFER \A1;100.0' FORESTED BUFFER ΡΣ≅ Σ ∆ Θ Ν Τ Σ ∆ 07 \A1;EX. 30.0' TELEPHONE EASEMENT \A1;EX. 15.0' SANITARY SEWER EASEMENT \A1;15.0' TEMPORARY GRAVEL ACCESS ROAD APPROVED DATE PERMIT NO. 20-101386-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 Know what's below. before you dig.Call R 04/21/2021 C.B.P P P P µ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 N ETRAB .G A RU A 40111ANO R WFOE A SH NGTO N T E R ED SG ENG NEE EFOR P TS SS TA ER N A E G H NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME: DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.: PRINT: DATE OF \\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0015\\plots\\construction plans\\GR-07.dwg4/19/2021 2:25 PMPlotted:File:Plotted By: Greg FedoreEVERETTFEDERAL WAYΒ Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ ΡΚ Κ ΒCivil EngineeringProject ManagementLand SurveyingLandscape ArchitectureLand Planningwww.esmcivil.com(253) 838-6113(425) 297-9900Public WorksΕδχδθκ ςξ+ ς≅ 87//2223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4≅ ΟΝΘΣΗΝΜ ΝΕ Ρ∆ΒΣΗΝΜ 10+ Σ−10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !≅!T.E.S.C. AND GRADING PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 GR-07 LGB JJH 04/23/2021 ΦΘ,/6 02 34SEE SHEET GR-06 FOR CONTINUATIONϑ∆Ξ Λ≅Ο NOT TO SCALEΚΝΝΟ ΘΝ≅Χ(PRIVATE ROAD)\A1;6.0' BENCH \A1;100.0' FORESTED BUFFER \A1;15.0' GRAVEL ACCESS ROAD \A1;6.0' BENCH ≅ ≅ \A1;15.0' ACCESS ROAD ΑΑ APPROVED DATE PERMIT NO. 20-101386-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 Know what's below. before you dig.Call R 04/21/2021 N ETRAB .G A RU A 40111ANO R WFOE A SH NGTO N T E R ED SG ENG NEE EFOR P TS SS TA ER N A E G H NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME: DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.: PRINT: DATE OF \\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0015\\plots\\construction plans\\GR-08.dwg4/19/2021 2:47 PMPlotted:File:Plotted By: Greg FedoreEVERETTFEDERAL WAYΒ Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ ΡΚ Κ ΒCivil EngineeringProject ManagementLand SurveyingLandscape ArchitectureLand Planningwww.esmcivil.com(253) 838-6113(425) 297-9900Public WorksΕδχδθκ ςξ+ ς≅ 87//2223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4≅ ΟΝΘΣΗΝΜ ΝΕ Ρ∆ΒΣΗΝΜ 10+ Σ−10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !≅!T.E.S.C. AND GRADING NOTES AND DETAILSWASHINGTONCITY OF FEDERAL WAY1886-001-016 GR-08 LGB JJH 04/23/2021 ΦΘ,/7 03 34 NOT TO SCALE ΘΝΒϑ,ΚΗΜ∆Χ ΒΝΜΡΣΘΤΒΣΗΝΜ ∆ΜΣΘ≅ΜΒ∆ Χ∆Σ≅ΗΚ R = 25' MIN. (OPTIONAL) 8" THICK MIN. 4" - 8" QUARRY SPALLS 100' (MIN.) EXISTING ROADWAY 20' MIN.(22' - 24' TYP.) ∆ΘΝΡΗΝΜ.Ρ∆ΧΗΛ∆ΜΣ≅ΣΗΝΜ ΒΝΜΣΘΝΚ ΜΝΣ∆Ρ9 WITH SEDIMENT RUNOFF WATER CATCH BASIN W/GRATE OVERFLOW FILTER FABRIC GEOTEXTILE MATERIAL FILTERED WATER NOT TO SCALE ΗΜΚ∆Σ ΟΘΝΣ∆ΒΣΗΝΜ Χ∆Σ≅ΗΚ 0.5' MIN. 1 3"1' FREEBOARD MIN.SWALE FLOW LINE KEY ROCK INTOSWALE 3" MIN. * DEPENDING ON SOIL CONDITIONS VARIES * VARIES *2' MIN.B 2 1 2 2 1 A ELEVATION 1 2 2" TO 4" QUARRY SPALLS 3" MIN. SPACING BETWEEN CHECK DAMS: L = THE DISTANCE SUCH THAT POINTS A & B ARE OF EQUAL %%uROCK CHECK DAM X-SECTION %%UINTERCEPTOR SWALE X-SECTION & ROCK CHECK DAM ΗΜΣ∆ΘΒ∆ΟΣΝΘ Ρς≅Κ∆ ϖ. ΘΝΒϑ ΒΓ∆Βϑ Χ≅Λ 3' MIN. NOTE: IF THE IDS OR SCC DO NOT REGULARLY RETAIN STORM RUNOFF, THE CAPACITY AND/OR FREQUENCY OF THEM SHALL BE INCREASED. ALL OF THE FOLLOWING PROVISIONS FOR WET SEASON CONSTRUCTION ARE DETAILED IN THE REFERENCED SECTIONS. THESE REQUIREMENTS ARE LISTED HERE FOR THE CONVENIENCE OF THE DESIGNER AND THE REVIEWER. 1.THE ALLOWED TIME THAT A DISTURBED AREA MAY REMAIN UNWORKED WITHOUT COVER MEASURES IS REDUCED TO TWO CONSECUTIVE WORKING DAYS, RATHER THAN SEVEN. 2.STOCKPILES AND STEEP CUT AND FILL SLOPES ARE TO BE PROTECTED IF UNWORKED FOR MORE THAN 12 HOURS. 3.COVER MATERIALS SUFFICIENT TO COVER ALL DISTURBED AREAS SHALL BE STOCKPILED ON SITE. 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. 5.MULCH IS REQUIRED TO PROTECT ALL SEEDED AREAS. 6.FIFTY LINEAR FEET OF SILT FENCE (AND THE NECESSARY STAKES) PER ACRE OF DISTURBANCE MUST BE STOCKPILED ON SITE. 7.CONSTRUCTION ROAD AND PARKING LOT STABILIZATION ARE REQUIRED FOR ALL SITES UNLESS THE SITE IS UNDERLAIN BY COARSE-GRAINED SOIL. 8.SEDIMENT RETENTION IS REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW. 9.SURFACE WATER CONTROLS ARE REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW. 10.PHASING AND MORE CONSERVATIVE BMPS MUST BE EVALUATED FOR CONSTRUCTION ACTIVITY NEAR SURFACE WATERS. 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. ς∆Σ Ρ∆≅ΡΝΜ ΡΟ∆ΒΗ≅Κ ΟΘΝΥΗΡΗΝΜΡ SEE GR-01 FOR INFLOW SILT FENCE OR EQUIVALENT DIVIDER KEY DIVIDER INTO SLOPE TO PREVENT FLOW AROUND SIDES POND LENGTH SHALL BE 3 TO 4 TIMES THE MAXIMUM POND WIDTH POND DIMENSIONS POND PLAN VIEW ≅ ≅ Α Α RISER PIPE, SEE DETAIL ABOVE VARIES \A1;6'W.S. ELEV.TOP ELEV. BOTTOM ELEV. 3:1 3:1 3:13:1SEE SEDIMENT POND TABLE ON SHEET GR-04 AND GR-05 FOR ELEVATIONS\A1;6'ANTI-SEEP COLLARS WEIGHTED BASE TO PREVENT FLOATATION 3.58" DEWATERING OUTLET 12" CORRUGATED METAL RISER PIPE, OPEN AT TOP (PRINCIPAL SPILLWAY) PROVIDE A REBAR TRASH RACK WIRE BACKED SILT FENCE, STAKED HAYBALES, WRAPPED WITH FILTER FABRIC, OR EQUIVALENT APPROVED EQUAL. 6' MIN. 12" %%C S.D.3:11' FREEBOARD 3 1 MIN. 2' SETTLING DEPTH SEDIMENT STORAGE1.5' MAXIMUM DEPTH 6"%%C DEWATERING DEVICE (SEE GEOTECHNICAL ENGINEERS RECOMENDATIONS. ALL BERMS SHALL BE CONSTRUCTED PER DISCHARGE PER PLAN CROSS SECTION A-A CROSS SECTION B-B EMBANKMENT COMPACTED TO 95%. PERVIOUS MATERIALS SUCH AS GRAVEL OR CLEAN SAND SHALL NOT BE USED. DISCHARGE PER PLAN RISER DETAIL COUPLING MAY BE USED TO PREVENT FLOTATION ALTERNATIVELY, METAL STAKES AND WIRECONC. BASE 6" MIN. TACK WELDWATERTIGHT WITH ASTM F667 AND AASHTO M294. ORIFICE. TUBING SHALL COMPLY POLYETHYLENE PERFORATED DRAINAGE TUBING, DIAMETER MIN. 2" LARGER THAN DEWATERING STRAPPING METAL RISER PIPE CORRUGATED OPEN TOP PROVIDE ADEQUATE DIAMETER PER PLANS. WRAP W/ FILTER FABRIC FULL LENGTH.3.58"%%C DEWATERING ORIFICE, SCHEDULE 40 STEEL STUB MINIMUM. EMERGENCY OVERFLOW SPILLWAY W/ RIP-RAP PAD NOT TO SCALE Ρ∆ΧΗΛ∆ΜΣ ΟΝΜΧ NOT TO SCALE \A1;6' RIP-RAP PAD=12' MIN. ROCK LINING=8' MIN. RIP-RAP PAD=2 FEET DEEP ROCK LINING=1 FOOT DEEP OUTLET PIPE PLAN PROFILE 1.ROCK LINING SHALL BE QUARRY SPALLS WITH GRADATION AS FOLLOW: PASSING 8-INCH SQUARE SIEVE:100% PASSING 3-INCH SQUARE SIEVE:40 TO 60% MAXIMUM PASSING 3/4-INCH SQUARE SIEVE:0 TO 10% MAXIMUM 2.RIP-RAP SHALL BE REASONABLY WELL GRADED WITH GRADATION AS FOLLOWS: MAXIMUM STONE SIZE:24 INCHES (NOMINAL DIAMETER) MEDIAN STONE SIZE:16 INCHES MINMUM STONE SIZE:4 INCHES \A1;6" ΝΤΣΕ≅ΚΚ ΘΝΒϑ ΚΗΜ∆Χ ΘΗΟ,Θ≅Ο Ο≅Χ Χ∆Σ≅ΗΚ STEEL POSTS) OF FILL SLOPES WITH (4' MAX AT BOTTOM12" MIN.2' MIN.6' MAX.IN 4"x4" TRENCH BURY BOTTOM OF FILTER MATERIAL USE STAPLES, WIRE RINGS OR EQUIVALENT TO ATTACH JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. FABRIC TO POSTS. STANDARD FILTER FABRIC MATERIAL FLOW 2' MIN.ΣΞΟΗΒ≅Κ ΝΘ≅ΜΦ∆ Ε≅ΑΘΗΒ Ε∆ΜΒ∆ Χ∆Σ≅ΗΚ ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE AND/OR REMOVE THE TRAPPED SEDIMENT. IF THE FILTER FABRIC HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT IS 6" HIGH. SEDIMENT TRAP OR POND. 5. 3. 4. 2. 1.12" MIN.8" 4" 2" BY 2" BY 14 GA. WIRE OR EQUIVALENT. IF STANDARD STRENGTH FABRIC USED. FABRIC TO BE .02 PERMITTIVITY. 2" BY 4" WOOD POSTS, STEEL FENCE POSTS, REBAR OR EQUIVALENT .02 PERMITTIVITY FABRIC OR EQUIV. FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE. MINIMUM 4"x4" TRENCH BACKFILL TRENCH WITH NATIVE SOIL (ONLY ADJACENT TO CRITICAL AREAS) ORANGE FILTER FABRIC MATERIAL Φ∆Μ∆Θ≅Κ ΜΝΣ∆Ρ 1.APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (I.E. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.) 2.THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. 3.THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 4.THE ESC FACILITIES SHOWN ON THESE PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS. 5.THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED (I.E. ADDITIONAL SUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.) AS NEEDED FOR UNEXPECTED STORM EVENTS. 6.THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 7.ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAY EMBANKMENTS, WHERE NO FURTHER WORK IS ANTICIPATED OR A PERIOD OF 15 DAYS, SHALL BE IMMEDIATELY STABILIZED WITH TH APPROVED ESC METHODS (I.E. SEEDING, MULCHING, NETTING, EROSION BLANKETS, ETC.) 8.ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN 15 DAYS. 9.THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HORS FOLLOWING A STORM EVENT. 10.AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM. 11.STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 12.WET SEASON REQUIREMENTS AS DESCRIBED IN APPENDIX D, SECTION D.5.2 OF THE KCSWDM ARE IN EFFECT BEGINNING OCTOBER 1 THROUGH APRIL 30. 13.ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION OR DISPERSION SYSTEM, THE FACILITY SHALL {NOT} BE USED AS A TEMPORARY SETTLING BASIN. NO UNDERGROUND DETENTION TANKS OR VAULTS SHALL BE USED AS A TEMPORARY SETTLING BASIN. 14.WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE (I.E. ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY 80 POUNDS PER ACRE). 15.WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF TWO INCHES. 16.MANAGEMENT PRACTICES PROVIDING SIGNIFICANT TREE PROTECTION SHALL BE PROVIDED PER SECTION 22-1568 (C)(6)A-G) OF FWRC. APPROVED DATE PERMIT NO. 20-101386-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 Know what's below. before you dig.Call R 1.PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO PRE-CONSTRUCTION MEETING. 2.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FEDERAL WAY REVISED CODE (FWRC), APPLICABLE ORDINANCES, AND THE CITY COUNCIL CONDITIONS OF PROJECT APPROVAL. THESE DOCUMENTS ARE SUPPLEMENTED BY THE MOST RECENT VERSION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION (WSDOT/APWA), THE KING COUNTY ROAD STANDARDS (KCRS), AND THE KING COUNTY SURFACE WATER DESIGN MANUAL (KCSWDM). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL 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 FEDERAL WAY. 3.THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE FEDERAL WAY ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE CITY ENGINEERING PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF FEDERAL WAY, PRIOR TO CONSTRUCTION. 4.APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (I.E. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICITY, ETC.) 5.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. 6.A SIGNED COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 7.ON-SITE CONSTRUCTION NOISE SHALL BE LIMITED AS PER FWRC (SECTION 19.105.040); NORMALLY THIS IS 7:00 A.M. TO 8:00 P.M., MONDAY THROUGH FRIDAY, AND 9:00 A.M. TO 8:00 P.M. ON SATURDAYS. 8.RIGHT-OF-WAY CONSTRUCTION IS ALLOWED 8:30 A.M. TO 3:00 P.M. MONDAY THROUGH FRIDAY. WRITTEN AUTHORIZATION TO WORK OUTSIDE OF THESE HOURS MUST BE GRANTED BY THE PUBLIC WORKS DIRECTOR. 9.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. 10.FRANCHISED UTILITIES OF OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL CITY REQUIREMENTS AND THE REQUIREMENTS OF KCRS CHAPTER 8 ARE SUBMITTED TO THE CITY OF FEDERAL WAY AT LEAST THREE DAYS PRIOR TO CONSTRUCTION. 11.VERTICAL DATUM SHALL BE KCAS OR NGVD-29. 12.GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENTS, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH THE WSDOT/APWA STANDARD SPECIFICATIONS. 13.ALL UTILITY TRENCHES IN THE RIGHT-OF-WAY SHALL BE BACKFILLED 5/8{”} CRUSHED ROCK AND COMPACTED TO 95% DENSITY. WHEN TRENCH WIDTH IS 18 INCHES OR LESS, AND IS WITHIN THE TRAVELED WAY, TRENCH WILL BE BACKFILLED WITH CONTROL DENSITY FILL (SELF-COMPACTED FLOWABLE FILL) AS DEFINED BY WSDOT 2-09.3(1)E. THE AGGREGATE WILL BE 3/8-INCH MINUS. 14.ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY IN ACCORDANCE WITH WSDOT 2-06.3. 15.OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE PUBLIC WORKS DIRECTOR AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH KCRS 8.03(B) 3. 16.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT 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 AFFECTED. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07.23 - TRAFFIC CONTROL, SHALL APPLY. 17.CONTRACTOR SHALL PROVIDE AND INSTALL ALL REGULATORY AND WARNING SIGNS PER THE LATEST EDITION OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 18.ALL UTILITIES SHALL BE ADJUSTED TO FINAL GRADE AFTER PAVING ASPHALT WEARING COURSE. 19.ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION ONLY. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CFW DRAWING NUMBERS 3-22, 3-23. ROCKERIES MAY NOT EXCEED SIX FEET IN HEIGHT FOR CUT SECTIONS OR FOUR FEET IN HEIGHT FOR FILL SECTIONS UNLESS DESIGNED BY A GEOTECHNICAL OR STRUCTURAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. ” 04/21/2021 µ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 (PUBLIC RIGHT OF WAY) ς∆Ξ ∆ Θ Γ ≅ ∆ Τ Ρ ∆ Θ ς ≅ Ξ Ρ − N ETRAB .G A RU A 40111ANO R WFOE A SH NGTO N T E R ED SG EN G NEE EFOR P TS SS TA ER N A E G H 114+771 ΡΕ 0 ΡΣΝΘΞ < 34& ΓΗΦΓ Λ≅Ω− ΕΕ Υ≅ΘΗ∆Ρ < 3/0−18 , 3/3−60 NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME: DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.: PRINT: DATE OF \\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0015\\plots\\construction plans\\SD-01.dwg4/19/2021 2:32 PMPlotted:File:Plotted By: Greg FedoreEVERETTFEDERAL WAYΒ Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ ΡΚ Κ ΒCivil EngineeringProject ManagementLand SurveyingLandscape ArchitectureLand Planningwww.esmcivil.com(253) 838-6113(425) 297-9900Public WorksΕδχδθκ ςξ+ ς≅ 87//2223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4≅ ΟΝΘΣΗΝΜ ΝΕ Ρ∆ΒΣΗΝΜ 10+ Σ−10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !≅!PARKING AND STORM DRAINAGE PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 SD-01 LGB JJH 04/23/2021 ΡΧ,/0 04 34 SEE SHEET SD-03 FOR CONTINUATION SEE SHEET SD-02 FOR CONTINUATIONΚΝΝΟ ΘΝ≅Χ(PRIVATE ROAD)\A1;50.0' FORESTED BUFFER \A1;13.4' R/W DEDICATION \A1;5.0' CONCRETE SIDEWALK (TYP.) \A1;10.0' PROPOSED UTILITY EASEMENT ϑ∆Ξ Λ≅Ο NOT TO SCALE ΜΝΣ∆Ρ 1. SEE SHEET DT-01 THRU DT-03 FOR DETAILS. 2. COORDINATE S.D.C.O. INVERTS ELEVATIONS WITH BUILDING MECHANICAL CONTRACTOR. ϑ∆Ξ ΜΝΣ∆Ρ - CEMENT CONCRETE SIDEWALK W/ INTEGRAL CURB - EXTRUDED CEMENT CONC. OR ASPHALT CURB - PAVEMENT SECTION - CONCRETE, HEAVY LOAD AREA - CEMENT CONCRETE SIDEWALK - CEMENT CONCRETE CURB \A1;18.0'\A1;18.0'\A1;18.0' \A1;18.0'\A1;18.0'\A1;18.0' \A1;18.0' \A1;18.0' \A1;18.0'\A1;18.0' \A1;18.0' \A1;18.0' \A1;26.0' \A1;26.0' \A1;26.0' \A1;18.0' \A1;8.5' (TYP) APPROVED DATE PERMIT NO. 20-101386-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 Know what's below. before you dig.Call R 04/21/2021 µ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 (PUBLIC RIGHT OF WAY) ς∆Ξ∆ Θ Γ ≅ ∆ Τ Ρ ∆ Θ ς ≅ Ξ Ρ − N ETRAB .G A RU A 40111ANO R WFOE A SH NGTO N T E R ED SG EN G NEE EFOR P TS SS TA ER N A E G H 114+771 ΡΕ 0 ΡΣΝΘΞ < 34& ΓΗΦΓ Λ≅Ω− ΕΕ Υ≅ΘΗ∆Ρ < 3/0−18 , 3/3−60 NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME: DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.: PRINT: DATE OF \\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0015\\plots\\construction plans\\SD-02.dwg4/19/2021 2:40 PMPlotted:File:Plotted By: Greg FedoreEVERETTFEDERAL WAYΒ Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ ΡΚ Κ ΒCivil EngineeringProject ManagementLand SurveyingLandscape ArchitectureLand Planningwww.esmcivil.com(253) 838-6113(425) 297-9900Public WorksΕδχδθκ ςξ+ ς≅ 87//2223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4≅ ΟΝΘΣΗΝΜ ΝΕ Ρ∆ΒΣΗΝΜ 10+ Σ−10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !≅!PARKING AND STORM DRAINAGE PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 SD-02 LGB JJH 04/23/2021 ΡΧ,/1 05 34 SEE SHEET SD-04 FOR CONTINUATIONSEE SHEET SD-01 FOR CONTINUATION\A1;5.0' CONCRETE SIDEWALK (TYP.) ϑ∆Ξ Λ≅Ο NOT TO SCALE (PUBLIC RIGHT OF WAY)ς∆Ξ∆ΘΓ≅∆ΤΡ∆Θ ς≅Ξ Ρ−\pxqc;WETLAND DQ (CAT. III) \A1;50.0' FORESTED BUFFER \A1;18.0' \A1;26.0' \A1;18.0' \A1;55.0' ΜΝΣ∆Ρ 1. SEE SHEET DT-01 THRU DT-03 FOR DETAILS. 2. COORDINATE S.D.C.O. INVERTS ELEVATIONS WITH BUILDING MECHANICAL CONTRACTOR. ϑ∆Ξ ΜΝΣ∆Ρ - CEMENT CONCRETE SIDEWALK W/ INTEGRAL CURB - EXTRUDED CEMENT CONC. OR ASPHALT CURB - PAVEMENT SECTION - CONCRETE, HEAVY LOAD AREA - CEMENT CONCRETE SIDEWALK - CEMENT CONCRETE CURB - HEAVY DUTY CEMENT CONCRETE IN PAVEMENT AREA APPROVED DATE PERMIT NO. 20-101386-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 Know what's below. before you dig.Call R SLOPE TO ROAD DRAINAGE SYSTEM PLAN VIEW OF ROOF NTS TRENCH X-SECTION NTS \A1;24" MIN \A1;18"\A1;6" ΘΝΝΕΣΝΟ Ο∆ΘΕΝΘ≅Σ∆Χ ΟΗΟ∆ ΒΝΜΜ∆ΒΣΗΝΜ NOT TO SCALE 04/21/2021 TT µ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 N ETRAB .G A RU A 40111ANO R WFOE A SH NGTO N T E R ED SG ENG NEE EFOR P TS SS TA ER N A E G H 114+771 ΡΕ 0 ΡΣΝΘΞ < 34& ΓΗΦΓ Λ≅Ω− ΕΕ Υ≅ΘΗ∆Ρ < 3/0−18 , 3/3−60 NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME: DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.: PRINT: DATE OF \\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0015\\plots\\construction plans\\SD-03.dwg4/19/2021 2:44 PMPlotted:File:Plotted By: Greg FedoreEVERETTFEDERAL WAYΒ Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ ΡΚ Κ ΒCivil EngineeringProject ManagementLand SurveyingLandscape ArchitectureLand Planningwww.esmcivil.com(253) 838-6113(425) 297-9900Public WorksΕδχδθκ ςξ+ ς≅ 87//2223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4≅ ΟΝΘΣΗΝΜ ΝΕ Ρ∆ΒΣΗΝΜ 10+ Σ−10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !≅!PARKING AND STORM DRAINAGE PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 SD-03 LGB JJH 04/23/2021 ΡΧ,/2 06 34SEE SHEET VIEW AT RIGHT FOR CONTINUATIONΚΝΝΟ ΘΝ≅Χ(PRIVATE ROAD)\A1;5.0' CONCRETE SIDEWALK (TYP) ϑ∆Ξ Λ≅Ο NOT TO SCALE SEE SHEET SD-01 FOR CONTINUATION SEE SHEET VIEW AT LEFT FOR CONTINUATION SEE SHEET SD-05 FOR CONTINUATION\A1;10.0' PROPOSED UTILITY EASEMENT \A1;5.0' CONCRETE SIDEWALK (TYP) 114+771 ΡΕ 0 ΡΣΝΘΞ < 34& ΓΗΦΓ Λ≅Ω− ΕΕ Υ≅ΘΗ∆Ρ < 3/0−18 , 3/3−60 ΚΝΝΟ ΘΝ≅Χ(PRIVATE ROAD)\A1;10.0' PROPOSED UTILITY EASEMENT ΜΝΣ∆Ρ 1. SEE SHEET DT-01 THRU DT-03 FOR DETAILS. 2. COORDINATE S.D.C.O. INVERTS ELEVATIONS WITH BUILDING MECHANICAL CONTRACTOR. ϑ∆Ξ ΜΝΣ∆Ρ - CEMENT CONCRETE SIDEWALK W/ INTEGRAL CURB - EXTRUDED CEMENT CONC. OR ASPHALT CURB - PAVEMENT SECTION - CONCRETE, HEAVY LOAD AREA \A1;18.0'\A1;18.0' \A1;18.0'\A1;18.0'\A1;26.0' \A1;18.0'\A1;18.0'\A1;26.0' \A1;18.0'\A1;18.0'\A1;26.0' \A1;18.0'\A1;26.0' \A1;18.0'\A1;26.0' \A1;18.0'\A1;26.0' \A1;18.0'\A1;26.0' \A1;18.0'\A1;26.0' \A1;18.0' \A1;18.0' \A1;26.0' \A1;18.0' \A1;26.0' \A1;18.0' \A1;18.0' APPROVED DATE PERMIT NO. 20-101386-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 Know what's below. before you dig.Call R 04/21/2021 AAA µ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 (PUBLIC RIGHT OF WAY)ς∆Ξ∆ΘΓ≅∆ΤΡ∆Θ ς≅Ξ Ρ−N ETRAB .G A RU A 40111ANO R WFOE A SH NGTO N T E R ED SG ENG NEE EFOR P TS SS TA ER N A E G H 114+771 ΡΕ 0 ΡΣΝΘΞ < 34& ΓΗΦΓ Λ≅Ω− ΕΕ Υ≅ΘΗ∆Ρ < 3/0−18 , 3/3−60 NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME: DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.: PRINT: DATE OF \\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0015\\plots\\construction plans\\SD-04.dwg4/19/2021 2:50 PMPlotted:File:Plotted By: Greg FedoreEVERETTFEDERAL WAYΒ Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ ΡΚ Κ ΒCivil EngineeringProject ManagementLand SurveyingLandscape ArchitectureLand Planningwww.esmcivil.com(253) 838-6113(425) 297-9900Public WorksΕδχδθκ ςξ+ ς≅ 87//2223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4≅ ΟΝΘΣΗΝΜ ΝΕ Ρ∆ΒΣΗΝΜ 10+ Σ−10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !≅!PARKING AND STORM DRAINAGE PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 SD-04 LGB JJH 04/23/2021 ΡΧ,/3 07 34 SEE SHEET SD-02 FOR CONTINUATION \A1;5.0' CONCRETE SIDEWALK (TYP) ϑ∆Ξ Λ≅Ο NOT TO SCALE SEE SHEET SD-05 FOR CONTINUATION \A1;50.0' FORESTED BUFFER WETLAND DR (CAT. III) ΜΝΣ∆Ρ 1. SEE SHEET DT-01 THRU DT-03 FOR DETAILS. 2. COORDINATE S.D.C.O. INVERTS ELEVATIONS WITH BUILDING MECHANICAL CONTRACTOR. ϑ∆Ξ ΜΝΣ∆Ρ - CEMENT CONCRETE SIDEWALK W/ INTEGRAL CURB - EXTRUDED CEMENT CONC. OR ASPHALT CURB - PAVEMENT SECTION - CONCRETE, HEAVY LOAD AREA \A1;55.0' \A1;18.0' \A1;18.0' \A1;18.0' - CEMENT CONCRETE SIDEWALK - CEMENT CONCRETE CURB - HEAVY DUTY CEMENT CONCRETE IN PAVEMENT AREA APPROVED DATE PERMIT NO. 20-101386-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 Know what's below. before you dig.Call R 04/21/2021 GAS XFMRPIV D µ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020(PUBLIC RIGHT OF WAY)ς∆Ξ∆ΘΓ≅∆ΤΡ∆Θ ς≅Ξ Ρ−N ETRAB .G A RU A 40111ANO R WFOE A SH NGTO N T E R ED SG ENG NEE EFOR P TS SS TA ER N A E G H 114+771 ΡΕ 0 ΡΣΝΘΞ < 34& ΓΗΦΓ Λ≅Ω− ΕΕ Υ≅ΘΗ∆Ρ < 3/0−18 , 3/3−60 NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME: DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.: PRINT: DATE OF \\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0015\\plots\\construction plans\\SD-05.dwg4/19/2021 2:54 PMPlotted:File:Plotted By: Greg FedoreEVERETTFEDERAL WAYΒ Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ ΡΚ Κ ΒCivil EngineeringProject ManagementLand SurveyingLandscape ArchitectureLand Planningwww.esmcivil.com(253) 838-6113(425) 297-9900Public WorksΕδχδθκ ςξ+ ς≅ 87//2223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4≅ ΟΝΘΣΗΝΜ ΝΕ Ρ∆ΒΣΗΝΜ 10+ Σ−10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !≅!PARKING AND STORM DRAINAGE PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 SD-05 LGB JJH 04/23/2021 ΡΧ,/4 08 34SEE SHEET SD-03 FOR CONTINUATION\A1;5.0' CONCRETE SIDEWALK (TYP) ϑ∆Ξ Λ≅Ο NOT TO SCALE SEE SHEET SD-04 FOR CONTINUATION \A1;50.0' FORESTED BUFFER SEE SHEET SD-06 FOR CONTINUATION \A1;15.0' STORM DRAINAGE EASEMENT\A1;EX. 30.0' TELEPHONE EASEMENT WETLAND DT (CAT. III) ΜΝΣ∆Ρ 1. SEE SHEET DT-01 THRU DT-03 FOR DETAILS. 2. COORDINATE S.D.C.O. INVERTS ELEVATIONS WITH BUILDING MECHANICAL CONTRACTOR. ϑ∆Ξ ΜΝΣ∆Ρ \A1;18.0'\A1;18.0'\A1;18.0' \A1;26.0' \A1;18.0' \A1;18.0' - CEMENT CONCRETE SIDEWALK W/ INTEGRAL CURB - EXTRUDED CEMENT CONC. OR ASPHALT CURB - PAVEMENT SECTION - CONCRETE, HEAVY LOAD AREA - CEMENT CONCRETE SIDEWALK - CEMENT CONCRETE CURB ΟΚ≅Μ ΥΗ∆ς ΒΑ ∀03 ΕΚΝς ΡΟΚΗΣΣ∆Θ NOT TO SCALE SCALE: 1"=2' Ρ∆ΒΣΗΝΜ ≅,≅ NOT TO SCALE ≅ ≅ 12"%%C INLET PIPE \pxqc;12"%%C OUTLET PIPE \A1;MIN. 2.0' \A1;MIN. 6" \A1;MIN. 1.0' EL=395.21 APPROVED DATE PERMIT NO. 20-101386-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 Know what's below. before you dig.Call R 04/21/2021 P P µ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 N ETRAB .G A RU A 40111ANO R WFOE A SH NGTO N T E R ED SG ENG NEE EFOR P TS SS TA ER N A E G H NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME: DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.: PRINT: DATE OF \\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0015\\plots\\construction plans\\SD-06.dwg4/19/2021 2:57 PMPlotted:File:Plotted By: Greg FedoreEVERETTFEDERAL WAYΒ Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ ΡΚ Κ ΒCivil EngineeringProject ManagementLand SurveyingLandscape ArchitectureLand Planningwww.esmcivil.com(253) 838-6113(425) 297-9900Public WorksΕδχδθκ ςξ+ ς≅ 87//2223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4≅ ΟΝΘΣΗΝΜ ΝΕ Ρ∆ΒΣΗΝΜ 10+ Σ−10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !≅!PARKING AND STORM DRAINAGE PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 SD-06 LGB JJH 04/23/2021 ΡΧ,/5 1/34 SEE SHEET SD-05 FOR CONTINUATION SEE VIEW AT RIGHT FOR CONTINUATION SEE VIEW AT LEFT FOR CONTINUATION SEE SHEET GR-07 FOR CONTINUATIONϑ∆Ξ Λ≅Ο NOT TO SCALE \A1;15.0' STORM DRAINAGE EASEMENT \A1;15.0' STORM DRAINAGE EASEMENT \A1;100.0' FORESTED BUFFER \A1;100.0' FORESTED BUFFER ΡΣ≅ Σ ∆ Θ Ν Τ Σ ∆ 07 \A1;EX. 30.0' TELEPHONE EASEMENT \A1;EX. 15.0' SANITARY SEWER EASEMENT ΜΝΣ∆Ρ 1. SEE SHEET DT-01 THRU DT-03 FOR DETAILS. 2. COORDINATE S.D.C.O. INVERTS ELEVATIONS WITH BUILDING MECHANICAL CONTRACTOR. APPROVED DATE PERMIT NO. 20-101386-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 Know what's below. before you dig.Call R 04/21/2021 C.B.P P P P P µ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 N ETRAB .G A RU A 40111ANO R WFOE A SH NGTO N T E R ED SG EN G NEE EFOR P TS SS TA ER N A E G H NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME: DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.: PRINT: DATE OF \\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0015\\plots\\construction plans\\SD-07.dwg4/19/2021 3:01 PMPlotted:File:Plotted By: Greg FedoreEVERETTFEDERAL WAYΒ Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ ΡΚ Κ ΒCivil EngineeringProject ManagementLand SurveyingLandscape ArchitectureLand Planningwww.esmcivil.com(253) 838-6113(425) 297-9900Public WorksΕδχδθκ ςξ+ ς≅ 87//2223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4≅ ΟΝΘΣΗΝΜ ΝΕ Ρ∆ΒΣΗΝΜ 10+ Σ−10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !≅!PARKING AND STORM DRAINAGE PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 SD-07 LGB JJH 04/23/2021 ΡΧ,/6 10 34SEE SHEET GR-06 FOR CONTINUATIONϑ∆Ξ Λ≅Ο NOT TO SCALEΚΝΝΟ ΘΝ≅Χ(PRIVATE ROAD)\A1;15.0' ACCESS ROAD \A1;6.0' BENCH \A1;100.0' FORESTED BUFFER \A1;15.0' GRAVEL ACCESS ROAD \A1;6.0' BENCH \A1;10.0' PROPOSED POWER EASEMENT ≅ ≅ΑΑ APPROVED DATE PERMIT NO. 20-101386-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 Know what's below. before you dig.Call R 04/21/2021 ΟΝΜΧ ≅,≅ ΟΝΜΧ Α,Α N ETRAB .G A RU A 40111ANO R WFOE A SH NGTO N T E R ED SG ENG NEE EFOR P TS SS TA ER N A E G H NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME: DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.: PRINT: DATE OF \\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0015\\plots\\construction plans\\SD-08.dwg4/20/2021 7:47 AMPlotted:File:Plotted By: Greg FedoreEVERETTFEDERAL WAYΒ Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ ΡΚ Κ ΒCivil EngineeringProject ManagementLand SurveyingLandscape ArchitectureLand Planningwww.esmcivil.com(253) 838-6113(425) 297-9900Public WorksΕδχδθκ ςξ+ ς≅ 87//2223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4≅ ΟΝΘΣΗΝΜ ΝΕ Ρ∆ΒΣΗΝΜ 10+ Σ−10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !≅!POND CROSS SECTIONSWASHINGTONCITY OF FEDERAL WAY1886-001-016 SD-08 LGB JJH 04/23/2021 ΡΧ,/7 11 34 1"= 1"=ΡΒ≅Κ∆9 HORIZ. VERT. 20' 5' ΟΝΜΧ ΒΘΝΡΡ Ρ∆ΒΣΗΝΜ ≅,≅ STORM POND 2:1100 YEAR 2:1\A1;6' BERM \A1;6' BERM DETENTION REQUIRED: 224,000 (CF) DETENTION PROVIDED: 395,600 (CF) ΟΝΜΧ ΥΝΚΤΛ∆Ρ9 \A1;1' SEDIMENT STORAGE 1"= 1"=ΡΒ≅Κ∆9 HORIZ. VERT. 20' 5' ΟΝΜΧ ΒΘΝΡΡ Ρ∆ΒΣΗΝΜ Α,Α \A1;6' BERM \A1;6' BERM STORM POND BOTTOM=373.44 \A1;1' SEDIMENT STORAGE 2:12:12:1100 YEAR ≅ΘΛΝΘ∆Χ ∆Λ∆ΘΦ∆ΜΒΞ ΡΟΗΚΚς≅Ξ Χ∆Σ≅ΗΚ EL. = 383.0 EXISTING GROUND 2' TOP OF POND EMBANKMENT FRONT VIEW 3 1 1 3 SYNTHETIC INDUSTRIES 451 SIDE VIEW GEOTEXTILE FABRIC OR EQUIVALENT PER PLAN SPILLWAY OVERFLOW ELEVATION NOT TO SCALE EL. = 384.0 FLOW DIRECTION PER W.S.D.O.T. STD. SPEC. 9-27.3 GABION CRIBBING COMPACT TILL APPROACH \A1;LSD=7.5' EMERGENCY OVERFLOW ELEVATION \A1;LSD=7.5' EMERGENCY OVERFLOW ELEVATION I.E.=374.44\A1;1.5'OVERFLOW EL.=382.00 \A1;1/4" ΒΑ ∀2 ΕΚΝς ΒΝΜΣΘΝΚ ΡΣΘΤΒΣΤΘ∆ SCALE: 1"=2' EL=382.00 EL=383.00 BOTTOM=373.44 EL=382.00 EL=383.00 EL=384.00 EL=374.44 EL=374.44 \A1;2' MIN2'MINAPPROVED DATE PERMIT NO. 20-101386-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 Know what's below. before you dig.Call R 04/21/2021 NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME: DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.: PRINT: DATE OF \\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0015\\plots\\construction plans\\DT-01.dwg4/20/2021 7:49 AMPlotted:File:Plotted By: Greg FedoreEVERETTFEDERAL WAYΒ Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ ΡΚ Κ ΒCivil EngineeringProject ManagementLand SurveyingLandscape ArchitectureLand Planningwww.esmcivil.com(253) 838-6113(425) 297-9900Public WorksΕδχδθκ ςξ+ ς≅ 87//2223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4≅ ΟΝΘΣΗΝΜ ΝΕ Ρ∆ΒΣΗΝΜ 10+ Σ−10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !≅!DETAILS AND NOTESWASHINGTONCITY OF FEDERAL WAY1886-001-016 DT-01 LGB JJH 04/23/2021 ΧΣ,/0 12 34 N ETRAB .G A RU A 40111ANO R WFOE A SH NGTON T E R ED SG ENG NEE EFOR P TS SS TA ER N A E G H \A1;PER PLAN 5'-6" MIN. \A1;1/2" \A1;9"\A1;6"\A1;9" MIN. \A1;1" MIN.\A1;4" MIN.. 4"MIN. (TYP.) 6" MIN. AT DRIVEWAYS 1/2" MAX. AT BLDG. DOORS. NOTE: CONC. SURFACING FINISH AND/OR PATTERN PER LANDSCAPE PLANS NOT TO SCALE Β∆Λ∆ΜΣ ΒΝΜΒΘ∆Σ∆ ΡΗΧ∆ς≅Κϑ ςΗΣΓ ΗΜΣ∆ΦΘ≅Κ ΒΤΘΑ \A1;18' PARKING STALL \A1;26' DRIVE AISLE \A1;18' PARKING STALL SCALE: 1"=5' Ο≅ΘϑΗΜΦ % ΧΘΗΥ∆ ≅ΗΡΚ∆ Ρ∆ΒΣΗΝΜ 2% VARIES 2% APPROVED DATE PERMIT NO. 20-101386-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 Know what's below. before you dig.Call R ΧΘ≅ΗΜ≅Φ∆ ΜΝΣ∆Ρ 1.PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO THE PRECONSTRUCTION MEETING. 2.ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH WSDOT 7-08.3(1). THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM, THE TOP OF FOUNDATION MATERIAL, AND REQUIRED PIPE BEDDING, TO A UNIFORM GRADE SO THAT THE ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. 3.STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 4.ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED WITHIN A TRAVELED ROADWAY OR SIDEWALK SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 5.ALL CATCH BASIN GRATES SHALL CONFORM TO CFW DRAWING NUMBERS 4-1, 4-2, 4-3, 4-4, 4-5, 4-8 OR 4-10. 6.ALL DRIVEWAY CULVERTS LOCATED WITHIN THE RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS TO MATCH THE SIDE SLOPES. 7.ROCK FOR EROSION PROTECTION OF DITCHES, CHANNELS AND SWALES, WHERE REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF ONE FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4"-8" ROCK/40%-70% PASSING; 2"-4" ROCK/30%-40% PASSING; AND -2" ROCK/10%-20% PASSING. INSTALLATION SHALL BE IN ACCORDANCE WITH KCRS DRAWING NUMBER 7-024 OR AS AMENDED BY THE APPROVED PLANS. RECYCLED ASPHALT OR CONCRETE RUBBLE SHALL NOT BE USED. 8.LOTS NOT APPROVED FOR INFILTRATION SHALL BE PROVIDED WITH DRAINAGE OUTLETS (STUB-OUTS). STUB-OUTS SHALL CONFORM TO THE FOLLOWING: A.EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE-FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B.OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE-FOOT HIGH, 2 X 4 STAKE MARKED "STORM". THE STUBOUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE AND BE SECURED TO THE STAKE. C.PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN KCRS 7.03 AND, IF NONMETALLIC, THE PIPE SHALL CONTAIN WIRE OR OTHER ACCEPTABLE DETECTION. D.DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E.THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB-OUT CONVEYANCE LINES WITH RESPECT TO THE UTILITIES (I.E. POWER, GAS, TELEPHONE, TELEVISION). F.ALL INDIVIDUAL STUB-OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOMEOWNER. G.THE CITY DOES NOT ALLOW TAP-IN OR CUT-IN TEES ON MAINS FOR INDIVIDUAL LOT DRAINAGE. 04/21/2021 NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME: DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.: PRINT: DATE OF \\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0015\\plots\\construction plans\\DT-02.dwg4/20/2021 7:51 AMPlotted:File:Plotted By: Greg FedoreEVERETTFEDERAL WAYΒ Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ ΡΚ Κ ΒCivil EngineeringProject ManagementLand SurveyingLandscape ArchitectureLand Planningwww.esmcivil.com(253) 838-6113(425) 297-9900Public WorksΕδχδθκ ςξ+ ς≅ 87//2223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4≅ ΟΝΘΣΗΝΜ ΝΕ Ρ∆ΒΣΗΝΜ 10+ Σ−10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !≅!DETAILS AND NOTESWASHINGTONCITY OF FEDERAL WAY1886-001-016 DT-02 LGB JJH 04/23/2021 ΧΣ,/1 13 34 N ETRAB .G A RU A 40111ANO R WFOE A SH NGTO N T E R ED SG ENG NEE EFOR P TS SS TA ER N A E G H ΣΞΟΗΒ≅Κ 7−4&ω07& Ο≅ΘϑΗΜΦ SCALE: 1"=20' \A1;26' DRIVE AISLE \A1;18' \A1;8.5'\A1;18' \A1;8.5' APPROVED DATE PERMIT NO. 20-101386-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 Know what's below. before you dig.Call R 04/21/2021 NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME: DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.: PRINT: DATE OF \\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0015\\plots\\construction plans\\DT-03.dwg4/20/2021 7:53 AMPlotted:File:Plotted By: Greg FedoreEVERETTFEDERAL WAYΒ Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ ΡΚ Κ ΒCivil EngineeringProject ManagementLand SurveyingLandscape ArchitectureLand Planningwww.esmcivil.com(253) 838-6113(425) 297-9900Public WorksΕδχδθκ ςξ+ ς≅ 87//2223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4≅ ΟΝΘΣΗΝΜ ΝΕ Ρ∆ΒΣΗΝΜ 10+ Σ−10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !≅!DETAILS AND NOTESWASHINGTONCITY OF FEDERAL WAY1886-001-016 DT-03 LGB JJH 04/23/2021 ΧΣ,/2 14 34 N ETRAB .G A RU A 40111ANO R WFOE A SH NGTO N T E R ED SG EN G NEE EFOR P TS SS TA ER N A E G H SEE DETAIL BELOW EVENLY SPACED (4) PLACES HOOK CLAMPS SEE NOTE 1) (24 BARS EVENLY SPACED, TO UPPER & LOWER BANDS LONG SMOOTH BARS WELDED 3/4" THICK x 4" WIDE, OVERFLOW FORMED TO FIT IN GROOVE 3/4" THICK x 4" WIDE LOWER ALUMINUM BAND OF C.B. RISER NOTES: 1. FOR DIFFERENT DIAM. C.B.'S STEPS PER UPPER ALUMINUM BAND 3/4" x 4" WIDE 1.25'STDRD DWG 3-05 ELEV.=PER PLAN 18" BARS EQUALLY 3/4"%%C SMOOTH SPACED (4"O.C. MAX.)15%%DSEE NOTE 1(TYP.)Χ∆ΑΘΗΡ Β≅Φ∆ Χ∆Σ≅ΗΚ NOT TO SCALE ELEVATION PER PLAN 2. METAL PARTS: ALUMINUM. BARS AROUND LOWER ALUMINUM AND 7" O.C. MAX. SPACING OF ADJUST DIMENSIONS TO MAINTAIN 2.0' BAND. PROVIDE MAINT. ACCESS BY WELDING (4) CROSS BARS TO (4) VERTICAL BARS AS SHOWN. HINGE UPPER ENDS W/ FLANGES/ BOLTS & PROVIDE LOCKING MECHANISM (W/PADLOCK) ON LOWER END. LOCATE LADDER STEPS DIRECTLY BELOW. DEBRIS CAGE FLUSH OR CONTRACTOR TO INSTALL BELOW CONCRETE LIP ΟΚ≅Μ ΥΗ∆ς AND BELOW FINISH GRADE NOTE: CLEANOUT MUST BE DETECTABLE BOTH ABOVE 6"%%c S.D. TO SURFACE LENGTH AS REQUIRED 6"%%c 45%%d ELBOW END PLUG 6"%%c 45%%d WYE 6"%%c S.D. LENGTH AS REQ'D. 5!⋅ ∋Ρ−Χ−( ΒΚ∆≅ΜΝΤΣ NOT TO SCALE FLUSH WITH GRADE 6"%%c CAP EXISTING OR PROPOSED GRADE 6"%%c S.D. VERIFY SLOPE WITH PLANS AND INVERTS ΡΒ≅Κ∆9 0!<0/& ∋ΣΞΟ∆ !Φ! ΡΣΘ∆∆Σ(\A1;8'\A1;33'\A1;5.5' EXISTING ASPHALT ROADWAY VARIES ς∆Ξ∆ΘΓ≅∆ΤΡ∆Θ ς≅Ξ Ρ Ρ∆ΒΣΗΝΜ ∆,∆ ΡΣ≅ΜΧ≅ΘΧ,ΧΤΣΞ ≅ΒΟ , ≅ΤΣΝΛΝΑΚΗ∆ ΧΘΗΥ∆ς≅ΞΡ ≅ΜΧ Ο≅ΘϑΗΜΦ ≅Θ∆≅Ρ Γ∆≅ΥΞ,ΧΤΣΞ ≅ΒΟ , ≅Θ∆≅Ρ ΡΤΑΙ∆ΒΣ ΣΝ ΣΘΤΒϑ ΣΘ≅ΕΕΗΒ ΟΒΒ Ο≅Υ∆Λ∆ΜΣ , ≅Θ∆≅Ρ ΡΤΑΙ∆ΒΣ ΣΝ Γ∆≅ΥΞ ΣΘΤΒϑ ΣΘ≅ΕΕΗΒ 2 INCHES OF HOT MIX ASPHALT, CLASS 1/2 INCH, PG 58-22. 4 INCHES OF CRUSHED SURFACING BASE COURSE. 3 INCHES OF HOT MIX ASPHALT, CLASS 1/ 2 INCH, PG 58-22. 6 INCHES OF CRUSHED SURFACING BASE COURSE. 6 INCHES OF CRUSHED SURFACING BASE COURSE 6 INCHES OF PCC PAVEMENT (28-DAY COMPRESSIVE STRENGTH OF 6,000 POUND PER SQUARE INCH [PSI] AND A MODULUS OF RUPTURE OF 600 PSI) 6" OF SUBBASE CONSISTING OF SELECT GRANULAR FILL TO PROVIDE UNIFORM GRADING AND PAVEMENT SUPPORT, TO MAINTAIN DRAINAGE, AND TO PROVIDE SEPARATION FROM FINE-GRAINED SUBGRADE SOIL. NATIVE SUBGRADE OR STRUCTURAL FILL PREPARED IN ACCORDANCE WITH THE "SITE DEVELOPMENT AND EARTHWORK" SECTION. 6" OF SUBBASE CONSISTING OF SELECT GRANULAR FILL TO PROVIDE UNIFORM GRADING AND PAVEMENT SUPPORT, TO MAINTAIN DRAINAGE, AND TO PROVIDE SEPARATION FROM FINE-GRAINED SUBGRADE SOIL. NATIVE SUBGRADE OR STRUCTURAL FILL PREPARED IN ACCORDANCE WITH THE "SITE DEVELOPMENT AND EARTHWORK" SECTION. NATIVE SUBGRADE OR STRUCTURAL FILL PREPARED IN ACCORDANCE WITH THE "SITE DEVELOPMENT AND EARTHWORK" SECTION. NOT TO SCALE Γ∆≅ΥΞ ΧΤΣΞ ΟΝΘΣΚ≅ΜΧ Β∆Λ∆ΜΣ ΒΝΜΒΘ∆Σ∆ Ο≅Υ∆Λ∆ΜΣ Ρ∆ΒΣΗΝΜ {NOTE: }PROVIDE 3/4" DIAMETER SMOOTH DOWELS AT ALL CONSTRUCTION JOINTS AT 12" O.C. EXTENDING 60' FROM FACE OF BUILDING. \A1;PER PLAN (10' TYP) 2% {NOTES: }1.CEMENT CONCRETE SHALL BE CLASS 4,000 PSI. 2.COMPACTION FOR CONCRETE WALKS TO BE 95% MAXIMUM DENSITY. 3.EXPANSION JOINTS CONSISTING OF 3/8" BY 6" PREMOLDED JOINT MATERIAL SHALL BE PLACED AT 15 FOOT INTERVALS, OR AS DIRECTED BY THE ARCHITECTURAL PLANS. {1/4" EDGE GROOVE SHALL BE PROVIDED AT JOINT EDGES. 4.SEE ARCHITECTURAL PLANS FOR JOINT PATTERNS.} NOT TO SCALE Γ∆≅ΥΞ ΧΤΣΞ Β∆Λ∆ΜΣ ΒΝΜΒΘ∆Σ∆ ΗΜ Ο≅Υ∆Λ∆ΜΣ ≅Θ∆≅ 2% APPROVED DATE PERMIT NO. 20-101386-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 Know what's below. before you dig.Call R 04/21/2021 Ε,Ε NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME: DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.: PRINT: DATE OF \\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0015\\plots\\construction plans\\DT-04.dwg4/20/2021 7:55 AMPlotted:File:Plotted By: Greg FedoreEVERETTFEDERAL WAYΒ Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ ΡΚ Κ ΒCivil EngineeringProject ManagementLand SurveyingLandscape ArchitectureLand Planningwww.esmcivil.com(253) 838-6113(425) 297-9900Public WorksΕδχδθκ ςξ+ ς≅ 87//2223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4≅ ΟΝΘΣΗΝΜ ΝΕ Ρ∆ΒΣΗΝΜ 10+ Σ−10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !≅!DETAILS AND NOTESWASHINGTONCITY OF FEDERAL WAY1886-001-016 DT-04 LGB JJH 04/23/2021 ΧΣ,/3 15 34 N ETRAB .G A RU A 40111ANO R WFOE A SH NGTO N T E R ED SG ENG NEE EFOR P TS SS TA ER N A E G H 2%2% SCALE: 1"=5' ΧΘΗΥ∆ς≅Ξ ≅ΒΒ∆ΡΡ Ρ∆ΒΣΗΝΜ Ε,Ε \A1;15'\A1;15' CURB RAMP DETAIL SCALE: 1"=5' CURB RAMP #8 SPOT ELEVATION CHART POINT ELEVATION A 400.80 (@ FL) B 400.77 (@ FL) C 401.10 D 401.07 A µ CURB RAMP #9 SPOT ELEVATION CHART POINT ELEVATION A 403.04 (@ FL) B 403.05 (@ FL) C 403.49 D 403.50 \A1;5'\A1;6'\A1;5'\A1;6'B C D A B C D 5% 5% 0.2%7.5%7.5%0.2% 0.6% 0.6% APPROVED DATE PERMIT NO. 20-101386-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 Know what's below. before you dig.Call R CONCRETE NOTE: GATES SHALL BE PAINTED BLACK ALL POSTS, CROSS BAR, AND TOP CAP MIN 3' CORNER OR GATE POST * MIN. 2' TYP. POST COATING (BLACK) STEEL FABRIC W/BONDED VINYL NO. 11 GAUGE GALVANIZED *2' OR 3'FENCE POST GALVANIZED STEEL CROSS BAR NOT TO SCALE ΒΓ≅ΗΜ ΚΗΜϑ Ε∆ΜΒ∆ Χ∆Σ≅ΗΚ 6' Ε∆ΜΒ∆ ≅ΜΧ Φ≅Σ∆ Χ∆Σ≅ΗΚ TYPES 4 & 6 5'-6" TYPES 1 & 3 8'-8" 2. MINIMUM POST LENGTH: INSTALLATIONS. TYPES 4 & 6 CHAIN LINK FENCE SELVAGE ALONG TOP EDGE FOR TO GATE FRAMES WITH KNUCKLED NOTES: 1. FENCE FABRIC SHALL BE SECURED TRUSS RODS STRETCHER BARFABRIC BAND CHAIN LINK FENCE (180%%d SWING) TOP HINGE (180%%d SWING)BOTTOM HINGE CONC. CLASS C 12" ROUND SECTION 12" ROUND SECTION CONC. CLASS C CONC. CLASS C 12" ROUND SECTION 2'-TYPES 4 & 6 3'-TYPES 1 & 3 4'-TYPES 4 & 66'-TYPES 1 & 314' or 20' 18" NOT TO SCALE 04/21/2021 04/22/2021 P P P T H=1.1'H=1.5'µ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 N ETRAB .G A RU A 40111ANO R WFOE A SH NGTO N T E R ED SG ENG NEE EFOR P TS SS TA ER N A E G H NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME: DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.: PRINT: DATE OF \\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0015\\plots\\construction plans\\FR-02.dwg4/21/2021 9:15 AMPlotted:File:Plotted By: Greg FedoreEVERETTFEDERAL WAYΒ Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ ΡΚ Κ ΒCivil EngineeringProject ManagementLand SurveyingLandscape ArchitectureLand Planningwww.esmcivil.com(253) 838-6113(425) 297-9900Public WorksΕδχδθκ ςξ+ ς≅ 87//2223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4≅ ΟΝΘΣΗΝΜ ΝΕ Ρ∆ΒΣΗΝΜ 10+ Σ−10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !≅!FRONTAGE IMPROVEMENT PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 FR-02 LDK LDK 04/23/2021 ΕΘ,/1 17 34 (PUBLIC RIGHT OF WAY) ς∆Ξ∆ΘΓ≅∆ΤΡ∆Θ ς≅Ξ Ρ− CURB RAMP #3 SPOT ELEVATION CHART POINT ELEVATION A 387.49 (@ FL) B 387.61 (@ FL) C 387.68 (@ FL) D 387.80 (@ FL) E 387.99 F 388.30 G 388.11 H 387.06 I 388.13 J 388.42 K 388.27 L 388.18 M 388.25 N 388.58 CURB RAMP DETAIL #3 SCALE: 1"=5' A \A1;8'\A1;8'B C D E F G JHI K L M N \A1;6' \A1;8'\A1;8'\A1;8'*1.5%*1.8%*1.5% 7.8%4.8%7.5%7.5%1.5%1.5%1.8% 1.8% 2% 2% 0.6% 1.1% 2% 2% 3.6% 4.1% CURB RAMP #4 SPOT ELEVATION CHART POINT ELEVATION A 387.39 (@ FL) B 387.54 (@ FL) C 387.61 (@ FL) D 387.76 (@ FL) E 387.89 F 388.26 G 387.99 H 387.91 I 387.98 J 388.36 K 388.09 L 388.01 M 388.08 N 388.46 CURB RAMP DETAIL #4 SCALE: 1"=5'\A1;8'\A1;8'\A1;5' \A1;5'\A1;8'\A1;8'C DAB FE G K J NLM H I BLDG A BLDG B ϑ∆Ξ Λ≅Ο NOT TO SCALE HWY 18 WEYERHAUSER WAY S\A1;8' SIDEWALK (TYP) ΑΤΗΚΧΗΜΦ !≅!MATCHLINE STA. 29+20SEE SHEET FR-01MATCHLINE STA. 34+80SEE SHEET FR-03µ \A1;50' FORESTED BUFFER *1.9%*1.8%*1.9% 4.4% 1% 1% 8.1% 4.8% 4.8%1.8% 1.8%7.4%7.4%2%2% 2% 2% 2% 2%2%(TYP)APPROVED DATE PERMIT NO. 20-101386-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 Know what's below. before you dig.Call R \A1;140'MEDIAN CURB DETAIL SCALE: 1"=5' \A1;12.0' \A1;11.3' \A1;12.2' *2%*3.6%*1.2%*0.3% \A1;18'\A1;4.33'2% 0.9% BUS SHELTER DETAIL SCALE: 1"=5' 2% 0.9%\A1;50'\A1;8.0' 2%2% 04/22/2021 µΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 N ETRAB .G A RU A 40111ANO R WFOE A SH NGTO N T E R ED SG ENG NEE EFOR P TS SS TA ER N A E G H NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME: DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.: PRINT: DATE OF \\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0015\\plots\\construction plans\\FR-03.dwg4/22/2021 3:34 PMPlotted:File:Plotted By: Greg FedoreEVERETTFEDERAL WAYΒ Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ ΡΚ Κ ΒCivil EngineeringProject ManagementLand SurveyingLandscape ArchitectureLand Planningwww.esmcivil.com(253) 838-6113(425) 297-9900Public WorksΕδχδθκ ςξ+ ς≅ 87//2223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4≅ ΟΝΘΣΗΝΜ ΝΕ Ρ∆ΒΣΗΝΜ 10+ Σ−10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !≅!FRONTAGE IMPROVEMENT PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 FR-03 LDK LDK 04/23/2021 ΕΘ,/2 18 34 (PUBLIC RIGHT OF WAY)ς∆Ξ∆Θ Γ ≅ ∆ Τ Ρ ∆ Θ ς ≅ Ξ Ρ− CURB RAMP #5 SPOT ELEVATION CHART POINT ELEVATION A 396.86 (@ FL) B 397.00 (@ FL) C 397.13 (@ FL) D 397.34 (@ FL) E 397.36 F 397.84 G 397.47 H 397.57 CURB RAMP DETAIL #5 SCALE: 1"=5' A \A1;6' \A1;5'\A1;7.5'\A1;6.3' \A1;5' B C DF E G CURB RAMP #6 SPOT ELEVATION CHART POINT ELEVATION A 397.59 (@ FL) B 397.41 (@ FL) C 397.26 (@ FL) D 397.07 (@ FL) E 398.09 F 397.57 G 397.83 H 397.73 CURB RAMP DETAIL #6 SCALE: 1"=5'\A1;7.5'\A1;5'\A1;6.2' H \A1;6'A E B C D F G H BLDG A BLDG Bϑ∆Ξ Λ≅Ο NOT TO SCALE HWY 18 WEYERHAUSER WAY S(PUBLIC RIGHT OF WAY)22ΘΧ ΟΚ≅Β∆ ΡΑΤΗΚΧΗΜΦ !≅! MATCHLINE STA. 34+80 SEE SHEET FR-02 MATCHLINE STA.39+80SEE SHEET FR-04\A1;8' SIDEWALK (TYP) \A1;6' LANDSCAPING (TYP) µ \A1;50' FORESTED BUFFER \A1;8' SIDEWALK (TYP)\A1;5'*2.3%*2.6%*2.8%9.5%6% 7.5% 7% 2%*2.4%*3%*3.2%9.1%5.2%7.5% 6.7% 2%2%(TYP)2%(TYP)2%(TYP)2%(TYP)2%(TYP)2%(TYP)2%(TYP)APPROVED DATE PERMIT NO. 20-101386-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 Know what's below. before you dig.Call R CURB RAMP #7 SPOT ELEVATION CHART POINT ELEVATION A 397.64 (@ FL) B 397.72 (@ FL) C 397.67 D 397.84 E 397.90 F 398.00 G 397.51 H 397.72 I 397.78 J 397.84\A1;6'\A1;6'\A1;8'\A1;10.9'\A1;11.6'A B C D E F J I H G 1.8%2%1.6%1.5% 1.5% 2.8% 3.5% 1.7% 1%\A1;90.5'\A1;5'\A1;6' \A1;8' A B D C E F G H I J CURB RAMP #8 SPOT ELEVATION CHART POINT ELEVATION A 397.34 (@ FL) B 397.43 (@ FL) C 397.67 D 397.79 E 397.88 F 398.09 G 397.83 H 397.91 I 398.00 J 398.25 *1.8% 1.8% 1.8%1.5%1.5%2% 2%7.5%7.5%2% 1.3% 3.5% 4.2% 2%1.5%1.5%2% CURB RAMP DETAIL #7 SCALE: 1"=5' CURB RAMP DETAIL #8 SCALE: 1"=5' \A1;50'\A1;50'04/22/2021 µΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 N ETRAB .G A RU A 40111ANO R WFOE A SH NGTO N T E R ED SG EN G NEE EFOR P TS SS TA ER N A E G H NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME: DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.: PRINT: DATE OF \\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0015\\plots\\construction plans\\FR-04.dwg4/20/2021 8:21 AMPlotted:File:Plotted By: Greg FedoreEVERETTFEDERAL WAYΒ Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ ΡΚ Κ ΒCivil EngineeringProject ManagementLand SurveyingLandscape ArchitectureLand Planningwww.esmcivil.com(253) 838-6113(425) 297-9900Public WorksΕδχδθκ ςξ+ ς≅ 87//2223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4≅ ΟΝΘΣΗΝΜ ΝΕ Ρ∆ΒΣΗΝΜ 10+ Σ−10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !≅!FRONTAGE IMPROVEMENT PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 FR-04 LDK LDK 04/23/2021 ΕΘ,/3 2/34 (PUBLIC RIGHT OF WAY) ς∆Ξ∆ΘΓ≅∆ΤΡ∆Θ ς≅Ξ Ρ−ΚΝΝΟ ΘΝ≅ΧBLDG A BLDG B ϑ∆Ξ Λ≅Ο NOT TO SCALE HWY 18 WEYERHAUSER WAY SMATCHLINESTA. 39+80SEE SHEET\A1;8' SIDEWALK (TYP) µ \A1;50' FORESTED BUFFER \A1;8' SIDEWALK (TYP) \A1;9' LANDSCAPING (TYP) \A1;10.9' LANDSCAPING 2%(TYP)2%(TYP)APPROVED DATE PERMIT NO. 20-101386-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 Know what's below. before you dig.Call R CURB RAMP #9 SPOT ELEVATION CHART POINT ELEVATION A 406.65 (@ FL) B 406.89 (@ FL) C 406.55 D 406.83 E 406.93 F 407.37 G 406.39 H 406.71 I 406.81 J 407.21 A CURB RAMP DETAIL #9 SCALE: 1"=5'\A1;5'\A1;6'\A1;5'\A1;6'\A1;11.2'\A1;8' B C D E F G H I J 4.8%1.6%0.4%2% 5.3% 6.7% 2% 4.7% 7.3%\A1;86.16'2%1.5%1.5%2% CURB RAMP #10 SPOT ELEVATION CHART POINT ELEVATION A 405.10 (@ FL) B 405.27 (@ FL) C 405.60 D 405.96 E 406.06 F 406.47 G 405.76 H 406.08 I 406.18 J 406.63 CURB RAMP DETAIL #10 SCALE: 1"=5'\A1;5'\A1;11.5'\A1;8'\A1;6'\A1;5'\A1;6'A B C D E F G H I J *3.4%7.5%6.9%1.5%1.5%2% 2% 6% 5.3% 2% 2% 6.8% 7.5%\A1;50'\A1;6' \A1;5'\A1;6'\A1;8'\A1;6.1'A \A1;5' B C D E F G H I J CURB RAMP DETAIL #11 SCALE: 1"=5' CURB RAMP #11 SPOT ELEVATION CHART POINT ELEVATION A 394.40 (@ FL) B 394.48 (@ FL) C 394.38 D 394.47 E 394.55 F 394.65 G 394.22 H 394.35 I 394.43 J 394.49 CURB RAMP #12 SPOT ELEVATION CHART POINT ELEVATION A 394.65 (@ FL) B 394.72 (@ FL) C 395.91 D 395.50 E 395.57 F 395.98 G 396.07 H 395.62 I 395.69 J 396.14 \A1;5'\A1;8'\A1;6' \A1;5' \A1;6' A B C D E F G H I J *1.6%1.1%1.1%1.6% 1.6%1.5%1.5%2% 2% 2.2% 1.5% 1.7% 1% CURB RAMP DETAIL #12 SCALE: 1"=5' *1.4%7.5%7.5%1.5%1.5%1.4% 1.4% 6.8% 7.5% 7.5% 6.8% 2% 2% 04/21/2021 132191 741 484662 129 132 129 129 132 132 129132129 339 µ (PUBLIC RIGHT OF WAY) ς∆Ξ ∆ Θ Γ ≅ ∆ Τ Ρ ∆ Θ ς ≅ Ξ Ρ − 114+771 ΡΕ 0 ΡΣΝΘΞ < 34& ΓΗΦΓ Λ≅Ω− ΕΕ Υ≅ΘΗ∆Ρ < 3/0−18 , 3/3−60 NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME: DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.: PRINT: DATE OF \\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0015\\plots\\construction plans\\LA-01.dwg4/20/2021 8:25 AMPlotted:File:Plotted By: Greg FedoreEVERETTFEDERAL WAYΒ Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ ΡΚ Κ ΒCivil EngineeringProject ManagementLand SurveyingLandscape ArchitectureLand Planningwww.esmcivil.com(253) 838-6113(425) 297-9900Public WorksΕδχδθκ ςξ+ ς≅ 87//2223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4≅ ΟΝΘΣΗΝΜ ΝΕ Ρ∆ΒΣΗΝΜ 10+ Σ−10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !≅!LANDSCAPE PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 LA-01 LDK LDK 04/23/2021 Κ≅,/0 20 34SEE SHEET LA-03 FOR CONTINUATION SEE SHEET LA-02 FOR CONTINUATIONΚΝΝΟ ΘΝ≅Χ(PRIVATE ROAD)\A1;50.0' FORESTED BUFFER LANDSCAPE ARCHITECT LEANNE D. KUHLMAN CERTIFICATE No. 743 WASHINGTON REGISTERED STATE OF ARE ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 ϑ∆Ξ Λ≅Ο NOT TO SCALE APPROVED DATE PERMIT NO. 20-101386-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 Know what's below. before you dig.Call R ΗΛΟ≅ΒΣΡ ΣΝ ΣΓ∆ Λ≅Μ≅Φ∆Χ ΕΝΘ∆ΡΣ ΑΤΕΕ∆Θ ∋ΛΕΑ( 04/21/2021 205 272 143 µ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME: DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.: PRINT: DATE OF \\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0015\\plots\\construction plans\\LA-02.dwg4/21/2021 2:23 PMPlotted:File:Plotted By: Greg FedoreEVERETTFEDERAL WAYΒ Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ ΡΚ Κ ΒCivil EngineeringProject ManagementLand SurveyingLandscape ArchitectureLand Planningwww.esmcivil.com(253) 838-6113(425) 297-9900Public WorksΕδχδθκ ςξ+ ς≅ 87//2223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4≅ ΟΝΘΣΗΝΜ ΝΕ Ρ∆ΒΣΗΝΜ 10+ Σ−10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !≅!LANDSCAPE PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 LA-02 LDK LDK 04/23/2021 Κ≅,/1 21 34 SEE SHEET LA-04 FOR CONTINUATIONSEE SHEET LA-01 FOR CONTINUATIONϑ∆Ξ Λ≅Ο NOT TO SCALE(PUBLIC RIGHT OF WAY)ς∆Ξ∆ΘΓ≅∆ΤΡ∆Θ ς≅Ξ Ρ − \pxqc;WETLAND DQ (CAT. III) \A1;50.0' FORESTED BUFFER LANDSCAPE ARCHITECT LEANNE D. KUHLMAN CERTIFICATE No. 743 WASHINGTON REGISTERED STATE OF \A1;SQUARE FOOTAGE OF PLANTER ISLAND- TYPICAL ς∆Ξ∆ Θ Γ ≅ ∆ Τ Ρ ∆ Θ ς ≅ Ξ Ρ − (PUBLIC RIGHT OF WAY) – ΣΞΟΗΒ≅Κ ΣΞΟ∆ Η ΟΚ≅ΜΣΗΜΦ ΟΚ≅Μ NOT TO SCALE ∋ςΗΣΓΗΜ ΜΝΜ,Λ≅Μ≅Φ∆Χ ∆ΩΗΡΣΗΜΦ Θ∆Σ≅ΗΜ∆Χ Υ∆Φ∆Σ≅ΣΗΝΜ ≅Θ∆≅Ρ ≅ΧΙ≅Β∆ΜΣ ΣΝ ΚΝ≅ΧΗΜΦ ΧΝΒϑΡ( \A1;15' TYP. – ΣΞΟΗΒ≅Κ ΣΞΟ∆ ΗΗ ΟΚ≅ΜΣΗΜΦ ΟΚ≅Μ NOT TO SCALE ∋ςΗΣΓΗΜ ΜΝΜ,Λ≅Μ≅Φ∆Χ ΕΝΘ∆ΡΣ ≅Θ∆≅Ρ ΝΕ ∆ΩΗΡΣΗΜΦ Υ∆Φ∆Σ≅ΣΗΝΜ ΣΝ Α∆ Θ∆Σ≅ΗΜ∆Χ ≅ΜΧ ΦΘ≅Χ∆Χ ΡΚΝΟ∆Ρ ≅ΘΝΤΜΧ Ο≅ΘϑΗΜΦ Ο∆ΘΗΛ∆Σ∆ΘΡ( \A1;20' TYP. \A \A1;20' \A \A1;5' O.C. TYP. \A1;5' O.C. TYP. \A1;50' NOTE: FOR THE TYPICAL PLANTING DETAILS ABOVE, REFER TO PLAN NOTES ON ALL SHEETS FOR CALLOUTS WHERE ADDITIONAL LANDSCAPE SCREENING MAY BE REQUIRED. LANDSCAPE CONTRACTOR TO CONFIRM EXACT FIELD LIMITS OF REQUIRED COVERAGE FOR THE SPECIFIED DENSITY AND CALCULATE THE NUMBER OF PLANTS NEEDED IN EACH AREA. LANDSCAPE CONTRACTOR TO FLAG THE LIMITS OF EACH AREA TO RECEIVE SUPPLEMENTAL PLANTING AND OBTAIN CITY APPROVAL PRIOR TO PLANTING. THE TYPICAL PLANTING DETAILS ABOVE APPLY TO AREAS THAT ARE OUTSIDE OF THE MANAGED FOREST BUFFER AND MITIGATION AREAS. THE SYMBOLS SHOWN NEXT TO THE TYPICAL PLANTING DETAIL CORRESPOND TO THE AREA ON THE PLAN APPROVED DATE PERMIT NO. 20-101386-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 Know what's below. before you dig.Call R PLAN SYMBOL PLAN SYMBOL ΗΛΟ≅ΒΣΡ ΣΝ ΣΓ∆ Λ≅Μ≅Φ∆Χ ΕΝΘ∆ΡΣ ΑΤΕΕ∆Θ ∋ΛΕΑ( 04/21/2021 TT 129 129 129 129 129 132 132 132 145 148 129 753 464 129 132 µ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 114+771 ΡΕ 0 ΡΣΝΘΞ < 34& ΓΗΦΓ Λ≅Ω− ΕΕ Υ≅ΘΗ∆Ρ < 3/0−18 , 3/3−60 NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME: DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.: PRINT: DATE OF \\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0015\\plots\\construction plans\\LA-03.dwg4/20/2021 8:38 AMPlotted:File:Plotted By: Greg FedoreEVERETTFEDERAL WAYΒ Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ ΡΚ Κ ΒCivil EngineeringProject ManagementLand SurveyingLandscape ArchitectureLand Planningwww.esmcivil.com(253) 838-6113(425) 297-9900Public WorksΕδχδθκ ςξ+ ς≅ 87//2223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4≅ ΟΝΘΣΗΝΜ ΝΕ Ρ∆ΒΣΗΝΜ 10+ Σ−10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !≅!LANDSCAPE PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 LA-03 LDK LDK 04/23/2021 Κ≅,/2 22 34SEE SHEET VIEW AT RIGHT FOR CONTINUATIONΚΝΝΟ ΘΝ≅Χ(PRIVATE ROAD)ϑ∆Ξ Λ≅Ο NOT TO SCALE SEE SHEET LA-01 FOR CONTINUATION SEE SHEET VIEW AT LEFT FOR CONTINUATION SEE SHEET LA-05 FOR CONTINUATION 114+771 ΡΕ 0 ΡΣΝΘΞ < 34& ΓΗΦΓ Λ≅Ω− ΕΕ Υ≅ΘΗ∆Ρ < 3/0−18 , 3/3−60 ΚΝΝΟ ΘΝ≅Χ(PRIVATE ROAD)LANDSCAPE ARCHITECT LEANNE D. KUHLMAN CERTIFICATE No. 743 WASHINGTON REGISTERED STATE OF APPROVED DATE PERMIT NO. 20-101386-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 Know what's below. before you dig.Call R ΗΛΟ≅ΒΣΡ ΣΝ ΣΓ∆ Λ≅Μ≅Φ∆Χ ΕΝΘ∆ΡΣ ΑΤΕΕ∆Θ ∋ΛΕΑ( 04/21/2021 AAA 121146141121 148 µ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 (PUBLIC RIGHT OF WAY)ς∆Ξ∆ΘΓ≅∆ΤΡ∆Θ ς≅Ξ Ρ− 114+771 ΡΕ 0 ΡΣΝΘΞ < 34& ΓΗΦΓ Λ≅Ω− ΕΕ Υ≅ΘΗ∆Ρ < 3/0−18 , 3/3−60 NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME: DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.: PRINT: DATE OF \\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0015\\plots\\construction plans\\LA-04.dwg4/20/2021 8:43 AMPlotted:File:Plotted By: Greg FedoreEVERETTFEDERAL WAYΒ Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ ΡΚ Κ ΒCivil EngineeringProject ManagementLand SurveyingLandscape ArchitectureLand Planningwww.esmcivil.com(253) 838-6113(425) 297-9900Public WorksΕδχδθκ ςξ+ ς≅ 87//2223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4≅ ΟΝΘΣΗΝΜ ΝΕ Ρ∆ΒΣΗΝΜ 10+ Σ−10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !≅!LANDSCAPE PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 LA-04 LDK LDK 04/23/2021 Κ≅,/3 23 34 SEE SHEET LA-02 FOR CONTINUATION ϑ∆Ξ Λ≅Ο NOT TO SCALE SEE SHEET LA-05 FOR CONTINUATION \A1;50.0' FORESTED BUFFER WETLAND DR (CAT. III) LANDSCAPE ARCHITECT LEANNE D. KUHLMAN CERTIFICATE No. 743 WASHINGTON REGISTERED STATE OF Λ≅Μ≅Φ∆Χ ΕΝΘ∆ΡΣ ΑΤΕΕ∆Θ \A1;\pxql;SQUARE FOOTAGE OF PLANTER ISLAND- TYPICAL PER 1994 FWCC APPROVED DATE PERMIT NO. 20-101386-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 Know what's below. before you dig.Call R ΗΛΟ≅ΒΣΡ ΣΝ ΣΓ∆ Λ≅Μ≅Φ∆Χ ΕΝΘ∆ΡΣ ΑΤΕΕ∆Θ ∋ΛΕΑ( 04/21/2021 GAS XFMRPIV 193 129 129 313 µ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 (PUBLIC RIGHT OF WAY)ς∆Ξ∆ΘΓ≅∆ΤΡ∆Θ ς≅Ξ Ρ− 114+771 ΡΕ 0 ΡΣΝΘΞ < 34& ΓΗΦΓ Λ≅Ω− ΕΕ Υ≅ΘΗ∆Ρ < 3/0−18 , 3/3−60 NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME: DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.: PRINT: DATE OF \\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0015\\plots\\construction plans\\LA-05.dwg4/20/2021 8:48 AMPlotted:File:Plotted By: Greg FedoreEVERETTFEDERAL WAYΒ Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ ΡΚ Κ ΒCivil EngineeringProject ManagementLand SurveyingLandscape ArchitectureLand Planningwww.esmcivil.com(253) 838-6113(425) 297-9900Public WorksΕδχδθκ ςξ+ ς≅ 87//2223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4≅ ΟΝΘΣΗΝΜ ΝΕ Ρ∆ΒΣΗΝΜ 10+ Σ−10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !≅!LANDSCAPE PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 LA-05 LDK LDK 04/23/2021 Κ≅,/4 24 34SEE SHEET LA-03 FOR CONTINUATIONϑ∆Ξ Λ≅Ο NOT TO SCALE SEE SHEET LA-04 FOR CONTINUATION \A1;50.0' FORESTED BUFFER SEE SHEET LA-06 FOR CONTINUATION WETLAND DT (CAT. III) LANDSCAPE ARCHITECT LEANNE D. KUHLMAN CERTIFICATE No. 743 WASHINGTON REGISTERED STATE OF APPROVED DATE PERMIT NO. 20-101386-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 Know what's below. before you dig.Call R ΗΛΟ≅ΒΣΡ ΣΝ ΣΓ∆ Λ≅Μ≅Φ∆Χ ΕΝΘ∆ΡΣ ΑΤΕΕ∆Θ ∋ΛΕΑ( 04/21/2021 P P µ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME: DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.: PRINT: DATE OF \\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0015\\plots\\construction plans\\LA-06.dwg4/20/2021 8:54 AMPlotted:File:Plotted By: Greg FedoreEVERETTFEDERAL WAYΒ Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ ΡΚ Κ ΒCivil EngineeringProject ManagementLand SurveyingLandscape ArchitectureLand Planningwww.esmcivil.com(253) 838-6113(425) 297-9900Public WorksΕδχδθκ ςξ+ ς≅ 87//2223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4≅ ΟΝΘΣΗΝΜ ΝΕ Ρ∆ΒΣΗΝΜ 10+ Σ−10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !≅!LANDSCAPE PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 LA-06 LDK LDK 04/23/2021 Κ≅,/5 25 34 SEE SHEET LA-05 FOR CONTINUATION SEE VIEW AT RIGHT FOR CONTINUATION SEE VIEW AT LEFT FOR CONTINUATION SEE SHEET LA-07 FOR CONTINUATIONϑ∆Ξ Λ≅Ο NOT TO SCALE \A1;100.0' FORESTED BUFFER \A1;100.0' FORESTED BUFFER ΡΣ≅ Σ ∆ Θ Ν Τ Σ ∆ 07 LANDSCAPE ARCHITECT LEANNE D. KUHLMAN CERTIFICATE No. 743 WASHINGTON REGISTERED STATE OF \A1;15' STORM DRAINAGE EASEMENT \A1;15' STORM DRAINAGE EASEMENT APPROVED DATE PERMIT NO. 20-101386-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 Know what's below. before you dig.Call R 04/21/2021 C.B.P PP µ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME: DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.: PRINT: DATE OF \\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0015\\plots\\construction plans\\LA-07.dwg4/20/2021 9:14 AMPlotted:File:Plotted By: Greg FedoreEVERETTFEDERAL WAYΒ Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ ΡΚ Κ ΒCivil EngineeringProject ManagementLand SurveyingLandscape ArchitectureLand Planningwww.esmcivil.com(253) 838-6113(425) 297-9900Public WorksΕδχδθκ ςξ+ ς≅ 87//2223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4≅ ΟΝΘΣΗΝΜ ΝΕ Ρ∆ΒΣΗΝΜ 10+ Σ−10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !≅!LANDSCAPE PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 LA-07 LDK LDK 04/23/2021 Κ≅,/6 26 34SEE SHEET LA-06 FOR CONTINUATIONϑ∆Ξ Λ≅Ο NOT TO SCALEΚΝΝΟ ΘΝ≅Χ(PRIVATE ROAD)\A1;100.0' FORESTED BUFFER LANDSCAPE ARCHITECT LEANNE D. KUHLMAN CERTIFICATE No. 743 WASHINGTON REGISTERED STATE OF Χ∆Σ∆ΜΣΗΝΜ ΟΝΜΧ \pxqc;FUTURE POND EXPANSION APPROVED DATE PERMIT NO. 20-101386-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 Know what's below. before you dig.Call R 04/21/2021 Federal Way, WA 9800333400 8th Ave S, Suite 205FEDERAL WAY CAMPUS, LLCWOODBRIDGE BUILDING "A"LA-08 38 45 Know what's R 04/21/2021 NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME: DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.: PRINT: DATE OF \\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0015\\plots\\construction plans\\LA-09.dwg4/20/2021 9:18 AMPlotted:File:Plotted By: Greg FedoreEVERETTFEDERAL WAYΒ Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ ΡΚ Κ ΒCivil EngineeringProject ManagementLand SurveyingLandscape ArchitectureLand Planningwww.esmcivil.com(253) 838-6113(425) 297-9900Public WorksΕδχδθκ ςξ+ ς≅ 87//2223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !≅!LANDSCAPE PLAN DETAILS, LEGEND & NOTESWASHINGTONCITY OF FEDERAL WAY1886-001-016 LA-09 LDK LDK 04/23/2021 Κ≅,/8 28 34 LANDSCAPE ARCHITECT LEANNE D. KUHLMAN CERTIFICATE No. 743 WASHINGTON REGISTERED STATE OF %%USYMBOL %%USIZE %%USPACING%%UBOTANICAL / COMMON NAME 1 1/2" CAL. 8' HT. MIN. 1 1/2" CAL. 5 GALLON 5 GALLON 5 GALLON 8' O.C. MIN. 5' O.C. 5' O.C. 1 GALLON 24" O.C. NOTE: PLANT IN EQUAL PARTS OF EACH SPECIES. ACHIEVE FULL COVERAGE OF GROUND SURFACE WITHIN THREE YEARS OF PLANTING. 5 GALLON 5' O.C. REFER TO DIAGRAM ON LA-02 ΣΞΟΗΒ≅Κ ΣΞΟ∆ Η % ΗΗ ΟΚ≅ΜΣ Ο≅Κ∆ΣΣ∆ ΕΝΘ ≅Θ∆≅Ρ ΝΤΣΡΗΧ∆ ΝΕ ΣΓ∆ ΛΕΑ ≅ΜΧ ΛΗΣΗΦ≅ΣΗΝΜ ≅Θ∆≅Ρ,Κ≅ΘΦ∆ Μ≅ΣΗΥ∆ ΣΘ∆∆ΡΡΛ≅ΚΚ Μ≅ΣΗΥ∆ ΣΘ∆∆Ρ .Σ≅ΚΚ Μ≅ΣΗΥ∆ ΡΓΘΤΑΡΜ≅ΣΗΥ∆ ΡΓΘΤΑΡ %Μ≅ΣΗΥ∆ ΦΘΝΤΜΧΒΝΥ∆ΘAsarum caudatum / WILD GINGER Dryopteris expansa / WOOD FERN Gaultheria shallon / SALAL Polysticum munitum / SWORD FERN Holodiscus discolor / OCEANSPRAY Rhododendron macrophyllum / PACIFIC RHODIE Rhododendron albiflorum / WHITE FLOWER RHODIE Rosa nutkana / NOOTKA ROSE Mahonia nervosa / OREGON GRAPE Ribes sanguineum / RED FLOWERING CURRANT Symphoricarpos albus / SNOWBERRY Vaccinium ovatum / EVERGREEN HUCKLEBERRY Vaccinium parviolium / RED HUCKLEBERRY Physocarpus capitatus / PACIFIC NINEBARK Sambucus racemosa / RED ELDERBERRY Cornus stolonifera / RED OSIER DOGWOOD Thuja plicata / WESTERN RED CEDAR Tsuga heterophylla / WESTERN HEMLOCK Prunus emarginata / BITTER CHERRY Salix lucida ssp. lasiandra / PACIFIC WILLOW Sorbus americana / MOUNTAIN ASH Acer macrophyllum / BIG LEAF MAPLE Arbutus menziesii / PACIFIC MADRONE Cornus nuttallii / PACIFIC DOGWOOD Acer circinatum / VINE MAPLE Amelanchier sp. / SERVICEBERRY Corylus cornuta / WESTERN HAZELNUT Crataegus douglasii / BLACK HAWTHORN Oemlaria cerasiformis / INDIAN PLUM Rhamnus purshiana / CASCARA NOTE: THIS PLANT PALETTE SPECIFIES MORE THAN ONE PLANT SPECIES PER SYMBOL. IT IS INTENDED THAT THE LANDSCAPE CONTRACTOR INSTALL A VARIETY OF PLANT SPECIES PER THE LIST FOR EACH SYMBOL TO ENCOURAGE SPECIES DIVERSITY AND HABITAT RICHNESS IN THE PLANTED AREAS. %%UBOTANICAL / COMMON NAME ΟΚ≅ΜΣ Κ∆Φ∆ΜΧ %%USYMBOL %%UQUANTITY%%USIZE %%UCOMMENTS Leucothoe fontanesiana/ RAINBOW LEUCOTHOE 185 GALLON 5 GALLON 4 5 GALLON 20Gaultheria shallon/ SALAL Cistus X purpureus/ PURPLE ROCKROSE Spiraea betulifolia var. lucida / BIRCH LEAF SPIREA 5 GALLON 66 Rubus calycinoides / CREEPING BRAMBLE 1 GAL.@ 24" O.C. SP. 1Acer circinatum / VINE MAPLE 5 STEM MIN., 6' MIN. HT. SH-02 SH-40 _CEANOTHUS SH-31 TR-24 Mahonia repens/ CREEPING MAHONIA Sedum spurium 'Draon's Blood./ DRAGON'S BLOOD STONECROP {\LGROUNDCOVERS:} {\LSHRUBS:} Fragaria chiloensis / COAST STRAWBERRY Arctostaphylos uva-ursi / KINNIKINNICK 1 GAL.@ 24" O.C. SP. 1 GAL.@ 24" O.C. SP. %%UDT (N= NATIVE PLANT SPECIES, DT = DROUGHT TOLERANT PLANT SPECIES, PLANT SIZES PER 1994 FWCC 22-1564 (g-i) 5 GALLONRosa gymnocarpa/ BALDHIP ROSE 2 MINIMUM 3 CANES AND 24" HEIGHT 5 GALLON 65 {\LTREES:} 5 GALLONCeanothus thyrsifolius 'Skylark' / CALIFORNIA WILD LILAC 14 MINIMUM 24" HEIGHT MINIMUM 24" HEIGHT SH-34 SH-03 34 28SH-27 SH-26 SH-20 39Mahonia nervosa/ LOW OREGON GRAPE 5 GALLON SH-09 29 SH-04 SH-28 265 GALLONEuonymus fortunei 'Emerald Gaiety' / EMERALD GAIETY EUONYMUS _mahonia 77 Bergenia cordifolia 'Winterglut'/ WINTER GLOW BERGENIA_mahonia 61 Deschampsia ceaspitosa/ TUFTED HAIR GRASSSH-08 Achillea millefolium 'Apricot Delight'/ APRICOT DELIGHT YARROWSH-37 37 49 1 GALLON 1 GALLON 1 GALLON 1 GALLON Viburnum davidii/ DAVID VIBURNUM Erica x darlyensis 'Silberschmelze'/ WHITE BELL WINTER HEATH Daphne x burkwoodii 'Carol Mackie' / CAROL MACKIE DAPHNE 5 GALLON 5 GALLON 5 GALLON MINIMUM 24" HEIGHT MINIMUM 24" HEIGHT MINIMUM 24" HEIGHT MINIMUM 18" HEIGHT MINIMUM 18" HEIGHT MINIMUM 18" HEIGHT MINIMUM 18" HEIGHT MINIMUM 12" HEIGHT MINIMUM 24" HEIGHT MINIMUM 12" HEIGHT MINIMUM 12" HEIGHT MINIMUM 12" HEIGHT MINIMUM 12" HEIGHT \pxi-5,l8,t8;NOTE:GROUNDCOVER SYMBOL SHOWN ON THE PLANS IS DIAGRAMATIC. IN AREAS OUTSIDE OF THE GRADING DAYLIGHT LINE, WHERE THERE IS EXISTING DESIRABLE VEGETATION, DO NOT DISTURB. INSTALL GROUNDCOVER WHERE THERE IS DISTURBANCE OR INVASIVES AT THE SPECIFIED ON-CENTER SPACING. 5 GALLON 16Perovskia atriplicifolia 'Lisslitt'/ LACEY BLUE RUSSIAN SAGE MINIMUM 18" HEIGHT, MAY ALSO SUB VAR. 'CRAZY BLUE'_perovskia 21-1/2" CAL.Salix scouleriana / SCOULER'S WILLOW FULL, B&BTR-11 FULL, B&B FULL, BALANCED BRANCHING, B&B2" CAL.22Pyrus calleryana 'Capital' / CAPITAL FLOWERING PEARTR-18 TR-19 FULL, BALANCED BRANCHING, B&B2" CAL.26Quercus rubra/ RED OAK 405 GALLON MINIMUM 24" HEIGHT Polystichum munitum / SWORD FERNSH-10 Gaultheria shallon / SALAL (At detention pond) 1 GAL.@ 24" O.C. SP. APPROVED DATE PERMIT NO. 20-101386-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 Know what's below. before you dig.Call R (Refer to symbols on Sheet LA-02 for landscape Type I or Type II) REFER TO DIAGRAM ON LA-02 REFER TO DIAGRAM ON LA-02 Hydroseed Orchard Mix (for areas disturbed by grading activities) 04/21/2021 P P P S P P P 10 8 114 3 7 51881313 11 T x x x xx x xx x T 5' WIRE FENCE EDGE OF PAVEMENT GATE 5' WIRE FENCE EDGE OF PAVEMENT TRANSFORMER PADTELEPHONE MANHOLEWITH VENT PIPESSIGN (YEILD)GATE PAINTED POWER LINEPAINTED POWER LINEP S P P x x x xx x xx x D S S S S COSP COSP P P S T T PP S P P T T PP D P P IR S T TT COS GG W GG D COS S PBPB PBPB PBPB PBPB PBPB PBPB PBPB PBPB PBPB PBPB PBPB PBPB TT PBPB D PBPB PBPB D PBPB PBPB W D D D D D D D D D D D D D D TT S TT TT PPP TT S PP W W D D S S D D D D D D D D D DD D D D D D D D D D D DD D D D D D D D D D D D TRAIL CO CO IR S T COS G W G D COS D S PB PB PB PB PB PB PB PB PB PB PB PB T PB D PB D PB TRAIL (VACATED RIGHT OF WAY) 28TH AVENUE S.TRAILTRAILTRAILTRAIL TRAIL TRAIL TRAIL 68'23'ASPHALT ASPHALT ASPHALT ASPHALT ASPHALTASPHALTPOWER VAULT TRAIL CONCRETE WALK CONCRETE CURB GATE GRAVEL STORAGE AREA ECOLOGYBLOCK WALL ASPHALT WALK ASPHALT PAVEMENT CONCRETE WALKGRAVEL ROADGRAVEL PATHASPHALT PAVEMENTASPHALT PAVEMENT WIRE FENCE CONCRETE WALK CONCRETE WALKCONCRETE CURBS S 409.80HV105S SS S S S S SS S S S 8 9 10 11 12 13 14 20 21 22 23 24 25 26 27 28 29 30 3132 33 34 35 36 37 4038 39 42 43 41 44 45 46 47 48 49 50 51 53 54 55 56 52 57 58 5960 61 63 70 64 65 69 68 67 66 62 71 72 73 76 74 8485 83 75 78 7980 81 82 86 87 89 95 90 92 96 94 93 99 101 100 98 97 106 102 108 107 109 112 113 111 110 114 116 115 117 119 120 121 122 123 126 127 130 131 136 137 132160 134 135 138 159 161 162 158 141 140 155 164 151 152 166 167 168 170 172 178 181 180 177 174 173175 176 182 184 186 191 219 226 225 229 230 231 198 199 206 202 215 216 211 213 217 220 222 223 224 221 227 277 232 233234 235 279278 276 273 272 270 274 271266 263 262 261 264 240 238 237 236 241 254 253 256 255 257 313312 311 310 309 296 295 294 293 284 288 316 291 304 299 300 249 250 308 252 243245 246 248 247 320 321 323 333332 328 329 324 330 334 335 8" MP 14" CD 8" DF 38" CT 12" DC 14" DF 10" MP 12" DF 10" DF 9" DF 19" DC 11" DF 386 385 383 384 374 379 377 344 361 372 346347 348 350 352 353 354 371 362 363 364 366 368 369 370 365 357 345 341 340 337 336 19 18 17 16 15 4 3 2 5 1 105 103 104 6 88 91 228 9" AL 355 360 356 358 359 375 376 380 381 378 338 339 342 239 212 188 187 326 343 327 319 325 322 244 242 282 281 280 269 268 292 305 192 171 382 13" AL 18" AL 9" AL 8" AL 12" AL 10" AL 10" AL 146147148 145 1779 1776 1777 1775 1780 17741773 1754 1755 1756 1757 1758 1759 1760 17621761 1764 1763 1766 1765 1771 1772 1770 1768 1767 1784 388 390 389 391 392393 394 395 20" MISSED 396 1724 1725 390 399 397 400 403 404 402 421 401 405 408 407 409 410 411 406 415 416 417 419 420 418 1726 26" MISSED 1727 1728 1729 1730 442 441 444 446 443 447 445 448 450 451 449 452 455 459 463 461 460 462 465 466 467 469 468 470 474 471 475 472 476 478 477 479 481 480 485 486 482 483 487 484 488490 489 491 493 494 492 495 496 497 4981739 1737 1738 1731 1736 1732 1733 1734 1735 1753 1751 1747 1741 1740 1792 1745 1742 1744 1743 1769 1748 1749 1752 1750 Δ Δ Δ µ (PUBLIC RIGHT OF WAY) MINOR ARTERIAL (PUBLIC RIGHT OF WAY)ς∆Ξ∆ΘΓ≅∆ΤΡ∆Θ ς≅Ξ Ρ−ς∆Ξ∆ΘΓ≅∆ΤΡ∆Θ ς≅Ξ Ρ− ΡΒ≅Κ∆9 0! < 0 40 7/& 16080 Κ∆Φ∆ΜΧ BOLLARD INFORMATION SIGN S SANITARY SEWER MANHOLE STORM DRAIN CATCH BASIN STORM PIPE INLET/OUTLET P GUY ANCHOR POWER POLE T TELEPHONE MANHOLE WATER VALVE LUMINARY WITH ARM GAS MARKER POST LUMINARY GAS VALVE G POWER POLE WITH TRANSFORMER P POWER VAULT TELEPHONE RISER TELEPHONE JUNCTION BOC WATER METER FIRE HYDRANT POWER JUNCTION BOXPB GATE END UTILITY VAULT STORM CULVERT SANITARY SEWER MANHOLE COS OVERHEAD POWER LINESUNDERGROUND POWER LINESUNDERGROUND NATURAL GAS LINESUNDERGROUND WATER LINES UNDERGROUND FIBER OPTIC LINES UNDERGROUND TELEPHONE LINES SANITARY SEWER FORCE MAIN 30'IR IRRIGATION CONTROL BOX {\Ff:\r13c4WASHINGTON COORDINATE SYSTEM (WCS) - NORTH ZONE (BASED UPON NAD 83\2011) UTILIZING THE WASHINGTON STATE REFERENCE NETWORK (WSRN) IN NOVEMBER, 2015.} Α≅ΡΗΡ ΝΕ Α∆≅ΘΗΜΦΓΝΘΗΨΝΜΣ≅Κ Χ≅ΣΤΛ NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME: DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.: PRINT: DATE OF \\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0015\\plots\\construction plans\\LA-10.dwg4/20/2021 9:33 AMPlotted:File:Plotted By: Greg FedoreEVERETTFEDERAL WAYΒ Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ ΡΚ Κ ΒCivil EngineeringProject ManagementLand SurveyingLandscape ArchitectureLand Planningwww.esmcivil.com(253) 838-6113(425) 297-9900Public WorksΕδχδθκ ςξ+ ς≅ 87//2223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4≅ ΟΝΘΣΗΝΜ ΝΕ Ρ∆ΒΣΗΝΜ 10+ Σ−10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !≅!EXISTING TREE PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 LA-10 LDK LDK 04/23/2021 Κ≅,0/ 3/34 (PUBLIC RIGHT OF WAY)(PUBLIC RIGHT OF WAY)(PUBLIC RIGHT OF WAY)Ρ− 225ΣΓ ΡΣΘ∆∆Σ2 2 Θ Χ Ο Κ ≅ Β ∆ Ρ − SECTION 22 SECTION 21 2/ΣΓ ≅Υ∆ΜΤ∆ Ρ− (AKA PRIMARY STATE HIGHWAY NO. 2 - PUBLIC RIGHT OF WAY)ΡΣ≅ Σ∆ ΘΝΤ Σ∆ 0 7 REFER TO ARBORIST'S REPORT BY BRIAN GILLES, GILLES CONSULTING DATED MARCH 2, 2017 FOR TREE TAG AND SPECIES TABLE AND TREE CONDITIONS, TYPICAL LANDSCAPE ARCHITECT LEANNE D. KUHLMAN CERTIFICATE No. 743 WASHINGTON REGISTERED STATE OF 04/21/2021 AAAGASXFMR PIVTT P T COS G W G D COS PB PB PB PB PB PB PB PB PB PB T PB W D AAA AAAAAAAAAE002C.B. PP PPPP µ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 25 4/& 10050 Χ≅ΣΤΛ9 Μ−Φ−Υ−Χ− 18 (PUBLIC RIGHT OF WAY)(PUBLIC RIGHT OF WAY) MINOR ARTERIAL (PUBLIC RIGHT OF WAY)(PUBLIC RIGHT OF WAY)ς∆Ξ∆ΘΓ≅∆ΤΡ∆Θ ς≅Ξ Ρ−Ρ− 225ΣΓ ΡΣΘ∆∆Σ Χ∆Σ∆ΜΣΗΝΜ ΟΝΜΧ (PRIVATE ROAD) 2 2 Θ Χ Ο Κ ≅ Β ∆ Ρ − SECTION 22 SECTION 21 ς∆Ξ∆ΘΓ≅∆ΤΡ∆Θ ς≅Ξ Ρ− 50' FORESTED BUFFER \A1;10.0' PROPOSED UTILITY EASEMENT \A1;10.0' PROPOSED POWER EASEMENT \A1;10.0' EXISTING WATER EASEMENT Λ≅Μ≅Φ∆Χ ΕΝΘ∆ΡΣ ΑΤΕΕ∆Θ \A1;5.0' CONCRETE SIDEWALK \A1;50.0' FORESTED BUFFER ΚΝΝΟ ΘΝ≅Χ (PRIVATE ROAD) LANDSCAPE ARCHITECT LEANNE D. KUHLMAN CERTIFICATE No. 743 WASHINGTON REGISTERED STATE OF A CONTINUOUS MANAGED FOREST BUFFER IS PROVIDED AROUND THE PERIMETER OF THE CP-1 ZONE. THE DEPTH OF THIS BUFFER IS 50' WHEN ABUTTING WEYERHAEUSER WAY SOUTH AND 100' WHEN ABUTTING HIGHWAY 18. A GENERAL MAINTENANCE PLAN WILL BE SUBMITTED WITH THE LAND MODIFICATION PERMIT (COMMERCIAL GRADE AND FILL). {NATIVE VEGETATION NOT WITHIN THE FORESTED BUFFER AND OUTSIDE OF GRADING LIMITS WILL BE LEFT UNDISTURBED. } ΣΘ∆∆ ΟΘ∆Ρ∆ΘΥ≅ΣΗΝΜ FORESTED BUFFER ΤΜΧΗΡΣΤΘΑ∆Χ Υ∆Φ∆Σ≅ΣΗΝΜ ΤΜΧΗΡΣΤΘΑ∆Χ Υ∆Φ∆Σ≅ΣΗΝΜ ΤΜΧΗΡΣΤΘΑ∆Χ Υ∆Φ∆Σ≅ΣΗΝΜ ΤΜΧΗΡΣΤΘΑ∆Χ Υ∆Φ∆Σ≅ΣΗΝΜ ΤΜΧΗΡΣΤΘΑ∆Χ Υ∆Φ∆Σ≅ΣΗΝΜ \A1;100.0' FORESTED BUFFER \pxqc;FUTURE POND EXPANSION 114+771 ΡΕ 0 ΡΣΝΘΞ < 34& ΓΗΦΓ Λ≅Ω− ΕΕ Υ≅ΘΗ∆Ρ < 3/0−18 , 3/3−60 NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME: DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.: PRINT: DATE OF \\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0015\\plots\\construction plans\\TR-01.dwg4/20/2021 9:37 AMPlotted:File:Plotted By: Greg FedoreEVERETTFEDERAL WAYΒ Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ ΡΚ Κ ΒCivil EngineeringProject ManagementLand SurveyingLandscape ArchitectureLand Planningwww.esmcivil.com(253) 838-6113(425) 297-9900Public WorksΕδχδθκ ςξ+ ς≅ 87//2223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4≅ ΟΝΘΣΗΝΜ ΝΕ Ρ∆ΒΣΗΝΜ 10+ Σ−10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !≅!TREE RETENTION PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 TR-01 LDK LDK 04/23/2021 ΣΘ,/0 30 34 AR ϑ∆Ξ Λ≅Ο NOT TO SCALE APPROVED DATE PERMIT NO. 20-101386-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 Know what's below. before you dig.Call R 04/21/2021 8Q 8Q 8H8H 8Q 8Q 8H 8H15Q 15H 15H 15H 15H 15Q 15H 15H 8Q8H 8H 8H 8H 8H 12H 15H 15Q 10Q 10Q 10H 10H 15Q 10H 8H 10H 8H 8H 8H 8H 8H 8Q 8Q SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 8H 8H 8Q 8Q 8H 8H 8Q 8Q 8Q 8Q 8H 8H 8Q 8Q 8H 8H 8Q 8Q 8H 8H 15H 15H15H15H15H15H15H 15H 15H 15H 15H 15H 15H 15H 15H 15H 15H 15H15H10Q 10H 15H 15H 15H 15H 15H 15Q 15H 15H 15H 15H 15H 15H 15H 15H 15H 15H 15H 15H 15H 8Q 8H 8Q 8H 8Q 8H 8Q 8H 8Q 8H 15H 15H 15H 15H 15H 15H 15H 15H 15H 15H 15H R-ES R-ES R-ES R-ES R-ES L-ES L-ES L-ES L-ES L-ES L-ES 15Q 10H 8H 10H 10H12H µ (PUBLIC RIGHT OF WAY) ς∆Ξ∆ Θ Γ ≅ ∆ Τ Ρ ∆ Θ ς ≅ Ξ Ρ − 114+771 ΡΕ 0 ΡΣΝΘΞ < 34& ΓΗΦΓ Λ≅Ω− ΕΕ Υ≅ΘΗ∆Ρ < 3/0−18 , 3/3−60 NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME: DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.: PRINT: DATE OF \\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0015\\plots\\construction plans\\IR-01.DWG4/20/2021 9:42 AMPlotted:File:Plotted By: Greg FedoreEVERETTFEDERAL WAYΒ Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ ΡΚ Κ ΒCivil EngineeringProject ManagementLand SurveyingLandscape ArchitectureLand Planningwww.esmcivil.com(253) 838-6113(425) 297-9900Public WorksΕδχδθκ ςξ+ ς≅ 87//2223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4≅ ΟΝΘΣΗΝΜ ΝΕ Ρ∆ΒΣΗΝΜ 10+ Σ−10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !≅!IRRIGATION PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 IR-01 LDK LDK 04/23/2021 ΗΘ,/0 31 34SEE SHEET IR-03 FOR CONTINUATION SEE SHEET IR-02 FOR CONTINUATIONΚΝΝΟ ΘΝ≅Χ(PRIVATE ROAD)\A1;50.0' FORESTED BUFFER LANDSCAPE ARCHITECT LEANNE D. KUHLMAN CERTIFICATE No. 743 WASHINGTON REGISTERED STATE OF ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 ϑ∆Ξ Λ≅Ο NOT TO SCALE 13 1" 7.35 GPM IRRIGATION ZONE VALVE- TYPICAL. REFER TO IRRIGATION SPECIFICATION ON SHEET IR-04 VALVE LABEL- TOP NUMBER INDICATES CONTROLLER VALVE NUMBER, BOTTOM LEFT NUMBER INDICATES VALVE SIZE / BOTTOM RIGHT NUMBER INDICATES GALLONS PER MINUTE THROUGH THE VALVE. REFER TO IRRIGATION SPECIFICATIONS ON SHEET IR-04 HEAD WITH NOZZLE CALLOUT- TYPICAL. REFER TO IRRIGATION SPECIFICATIONS AND LEGEND ON SHEET IR-04 \pxqr;1-1/2" INCH SCHEDULE 40 PVC MAINLINE- TYPICAL IRRIGATION LATERAL LINE- TYPICAL. REFER TO IRRIGATION SPECIFICATIONS AND LEGEND ON SHEET IR-04 14 1"9.68GPM\pxqr;PVC SLEEVING- SEE SHEET IR-04 FOR SPECIFICATIONS, TYPICAL 16 1" 11.15 GPM 15 1" 7.23 GPM 12 1" 8.40 GPM 11 1" 10.88 GPM 10 1" 13.60 GPM 9 1" 14.41 GPM APPROVED DATE PERMIT NO. 20-101386-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 Know what's below. before you dig.Call R 04/21/2021 8H 8H 8H 8H 8H 8H 8H 8H 8H 8H 8H 8H 8H 8H 8H 8H 8H 15Q 10HSS R-ES L-ES L-ES L-ES L-ES 8H 8H 8H 8H 8H 8H 8H 8H 8H 8Q 8H 8H 8H8H AAA 8Q 8H 8H 8Q8H 8H 8H 8H 8Q 8H 8H 8Q 8Q 8H 8H 8H 8H 15Q 10H 10H R-ES SS L-ES R-ES R-ES SS SS SSSS L-ESL-ES 8Q 8H 8Q 8H 8H 8H 8H 8H 8H 8H 8H 8Q 8Q 8H 8H 8H 8Q 8Q 8H 8H 12H 8H 8H 8Q 8Q 12H 12H 8H 8H 15H 15H 15H 15H 15H 15H 15H 8H 8H 8H8H8H8H SS R-ES µ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME: DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.: PRINT: DATE OF \\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0015\\plots\\construction plans\\IR-02.DWG4/20/2021 9:46 AMPlotted:File:Plotted By: Greg FedoreEVERETTFEDERAL WAYΒ Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ ΡΚ Κ ΒCivil EngineeringProject ManagementLand SurveyingLandscape ArchitectureLand Planningwww.esmcivil.com(253) 838-6113(425) 297-9900Public WorksΕδχδθκ ςξ+ ς≅ 87//2223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4≅ ΟΝΘΣΗΝΜ ΝΕ Ρ∆ΒΣΗΝΜ 10+ Σ−10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !≅!IRRIGATION PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 IR-02 LDK LDK 04/23/2021 ΗΘ,/1 32 34SEE ABOVE RIGHT FOR CONTINUATIONSEE SHEET IR-01 FOR CONTINUATION(PUBLIC RIGHT OF WAY)ς∆Ξ∆ΘΓ≅∆ΤΡ∆Θ ς≅Ξ Ρ − \pxqc;WETLAND DQ (CAT. III) \A1;50.0' FORESTED BUFFER LANDSCAPE ARCHITECT LEANNE D. KUHLMAN CERTIFICATE No. 743 WASHINGTON REGISTERED STATE OF 114+771 ΡΕ 0 ΡΣΝΘΞ < 34& ΓΗΦΓ Λ≅Ω− ΕΕ Υ≅ΘΗ∆Ρ < 3/0−18 , 3/3−60 SEE BELOW LEFT FOR CONTINUATION SEE PLANS FOR BUILDING 'B'SEE SHEET IR-03 FOR CONTINUATIONIRRIGATION ZONE VALVE- TYPICAL. REFER TO IRRIGATION SPECIFICATION ON SHEET IR-04VALVE LABEL- TOP NUMBER INDICATES CONTROLLER VALVE NUMBER, BOTTOM LEFT NUMBER INDICATES VALVE SIZE / BOTTOM RIGHT NUMBER INDICATES GALLONS PER MINUTE THROUGH THE VALVE. REFER TO IRRIGATION SPECIFICATIONS ON SHEET IR-04 HEAD WITH NOZZLE CALLOUT- TYPICAL. REFER TO IRRIGATION SPECIFICATIONS AND LEGEND ON SHEET IR-04 \pxqr;1-1/2" INCH SCHEDULE 40 PVC MAINLINE- TYPICAL IRRIGATION LATERAL LINE- TYPICAL. REFER TO IRRIGATION SPECIFICATIONS AND LEGEND ON SHEET IR-04 4 1" 8.49 GPM \pxqr;PVC SLEEVING- SEE SHEET IR-04 FOR SPECIFICATIONS, TYPICAL 3 1" 12.73 GPM 2 1" 14.61 GPM 1 1" 3.99 GPM ϑ∆Ξ Λ≅Ο NOT TO SCALE TAP MAINLINE AT CITY MAIN- REFER TO CIVIL PLANS FOR DETAILS SEE SHEET IR-03 FOR CONTINUATIONIRRIGATION POINT OF CONNECTION. REFER TO IRRIGATION SPECIFICATION ON SHEET IR-04 Know what's below. before you dig.Call R APPROVED DATE PERMIT NO. 20-101386-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 04/21/2021 GAS XFMRPIV TT 8H 8H 8Q 8Q 15H 15H 15Q 10H 8H 10H 8H 8H 8H 8Q 15Q 15Q 12H8H 10H 10H 10Q 8H 15Q 15H 15H 15H 15H 15H 15H 15H 15H 10H 10H 10H 8H 8Q SS 8Q 8H 8Q 8H 8Q 8H 8Q 8H SSSSSSSS SS R-ES L-ESL-ESL-ES R-ESR-ESL-ES 8Q 8H 8H R-ES SS SS SS SS SS SS SS SS SS SS SS SS SS SS 8H 8H 8Q 8Q 8H 8H 8Q 8Q 8H 8H 8Q 8Q 15H 15H 15H 15H 15H 8H 8H 8H R-ES R-ES L-ES L-ES SS 15H 15H 15H 8Q 8H 8Q 8H 10H 8H 8H 12H 12H 12H 12H 8Q 8H 8Q 8H 15H 15H 15H R-ES R-ES R-ES L-ES L-ES L-ES 10H SS SS SS SS SS SS SS SS SS SS SS SS R-ES 8H 8H 8Q 8H 8Q8H SS SS SS SS SS 8H 8H 8Q 8Q 15H 15H 15H 15H 8Q 8H 8Q 8H 15H 15H 15H 15H 15H R-ES L-ES µ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME: DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.: PRINT: DATE OF \\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0015\\plots\\construction plans\\IR-03.DWG4/20/2021 9:49 AMPlotted:File:Plotted By: Greg FedoreEVERETTFEDERAL WAYΒ Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ ΡΚ Κ ΒCivil EngineeringProject ManagementLand SurveyingLandscape ArchitectureLand Planningwww.esmcivil.com(253) 838-6113(425) 297-9900Public WorksΕδχδθκ ςξ+ ς≅ 87//2223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4≅ ΟΝΘΣΗΝΜ ΝΕ Ρ∆ΒΣΗΝΜ 10+ Σ−10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !≅!IRRIGATION PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 IR-03 LDK LDK 04/23/2021 ΗΘ,/2 33 34 ϑ∆Ξ Λ≅Ο NOT TO SCALE SEE SHEET BELOW RIGHT FOR CONTINUATION SEE PLANS FOR BUILDING 'B'SEE SHEET IR-02 FOR CONTINUATION 114+771 ΡΕ 0 ΡΣΝΘΞ < 34& ΓΗΦΓ Λ≅Ω− ΕΕ Υ≅ΘΗ∆Ρ < 3/0−18 , 3/3−60 ΚΝΝΟ ΘΝ≅Χ(PRIVATE ROAD)LANDSCAPE ARCHITECT LEANNE D. KUHLMAN CERTIFICATE No. 743 WASHINGTON REGISTERED STATE OF HEAD WITH NOZZLE CALLOUT- TYPICAL. REFER TO IRRIGATION SPECIFICATIONS AND LEGEND ON SHEET IR-04 IRRIGATION LATERAL LINE- TYPICAL. REFER TO IRRIGATION SPECIFICATIONS AND LEGEND ON SHEET IR-04 VALVE LABEL- TOP NUMBER INDICATES CONTROLLER VALVE NUMBER, BOTTOM LEFT NUMBER INDICATES VALVE SIZE / BOTTOM RIGHT NUMBER INDICATES GALLONS PER MINUTE THROUGH THE VALVE. REFER TO IRRIGATION SPECIFICATIONS ON SHEET IR-04 8 1" 4.50 GPM 7 1" 5.07 GPM \pxqr;1-1/2" INCH SCHEDULE 40 PVC MAINLINE- TYPICAL IRRIGATION ZONE VALVE- TYPICAL. REFER TO IRRIGATION SPECIFICATION ON SHEET IR-04 \pxqr;PVC SLEEVING- SEE SHEET IR-04 FOR SPECIFICATIONS, TYPICAL 114+771 ΡΕ 0 ΡΣΝΘΞ < 34& ΓΗΦΓ Λ≅Ω− ΕΕ Υ≅ΘΗ∆Ρ < 3/0−18 , 3/3−60 SEE ABOVE LEFT FOR CONTINUATION SEE SHEET IR-01 FOR CONTINUATION \pxqr;1-1/2" INCH SCHEDULE 40 PVC MAINLINE- TYPICAL SEE SHEET IR-02 FOR CONTINUATIONς∆Ξ∆ΘΓ≅∆ΤΡ∆Θ ς≅Ξ Ρ−(PUBLIC RIGHT OF WAY)\pxql;1-1/2" INCH SCHEDULE 40 PVC MAINLINE- TYPICAL \pxql;REFER TO CIVIL PLANS FOR WATER MAIN TAP 5 1" { }6.75 GPM FIRE HYDRANT (TYP) 6 1"5.34GPMΚΝΝΟ ΘΝ≅Χ(PRIVATE ROAD)APPROVED DATE PERMIT NO. 20-101386-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 Know what's below. before you dig.Call R 04/21/2021 NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME: DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.: PRINT: DATE OF \\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0015\\plots\\construction plans\\IR-04.dwg4/20/2021 9:52 AMPlotted:File:Plotted By: Greg FedoreEVERETTFEDERAL WAYΒ Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ ΡΚ Κ ΒCivil EngineeringProject ManagementLand SurveyingLandscape ArchitectureLand Planningwww.esmcivil.com(253) 838-6113(425) 297-9900Public WorksΕδχδθκ ςξ+ ς≅ 87//2223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !≅!IRRIGATION PLAN DETAILS & LEGENDWASHINGTONCITY OF FEDERAL WAY1886-001-016 IR-04 LDK LDK 04/23/2021 ΗΘ,/3 34 34 LANDSCAPE ARCHITECT LEANNE D. KUHLMAN CERTIFICATE No. 743 WASHINGTON REGISTERED STATE OF ΗΘΘΗΦ≅ΣΗΝΜ Κ∆Φ∆ΜΧ ΗΘΘΗΦ≅ΣΗΝΜ ς≅Σ∆ΘΗΜΦ ΡΒΓ∆ΧΤΚ∆ \pxsm1.5;ZONES SHALL BE SCHEDULED TO WATER BY THE IRRIGATION CONTRACTOR SUCH THAT ZONES HIGHEST ON THE SLOPES ARE WATERED FIRST AND NOT AT THE SAME TIME AS ZONES THAT ARE MID-SLOPE OR AT THE BOTTOM OF THE SLOPE. THEN, MID-SLOPES, THEN BOTTOM OF THE SLOPE SHALL BE WATERED LAST. THIS STAGGERING OF THE WATERING SCHEDULE WILL HELP TO ALLEVIATE POSSIBLE EROSION AND RUNOFF. {1. MAINLINES ARE TO BE BURIED AT A MINIMUM DEPTH OF 24", LATERALS ARE TO BE BURIED A MINIMUM OF 18" DEEP. 2. USE PURPLE PRIMER AND WET DRY BLUE GLUE, PVC CEMENT ON ALL GLUED FITTINGS. 3. THE FIRST SIX INCHES OF PIPE BACKFILL MUST BE FREE OF ROCKS, AND ALL BACKFILL MUST BE FREE OF ROCKS GREATER THAN 1" IN DIAMETER AND FREE OF ALL OTHER DEBRIS. 4. ALL HEADS SHALL BE INSTALLED WITH SWING ARM SYSTEM, USING SCHEDULE 80 BLACK PVC 'L'S AND A MINIMUM OF 1' OF FLEXIBLE POLY PIPE. 5. ALL VALVES TO BE INSTALLED IN IRRIGATION BOXES WITH LIDS, USE EXTENSIONS WHERE NECESSARY. TOP OF LIDS SHALL BE AT FINISHED GRADE. 6. ALL ELECTRIC VALVE WIRING SHALL BE IRRIGATION CONTROL CABLE TYPE "UF" DIRECT BURIAL. CONTROL WIRES SHALL BE #14G BLACK UNLESS OTHERWISE SPECIFIED. SYSTEM SHALL INCLUDE TWO SPARE WIRES (ORANGE) AND ONE COMMON (WHITE). SYSTEM SHALL ALSO INCLUDE ONE #10 BARE COPPER TRACE WIRE FROM CONTROLLER TO ALL VALVES. 7. WIRES TO ELECTRICALLY CONNECT CONTROLLER TO ALL VALVES. EACH VALVE SHALL BE CONNECTED TO A SEPARATE CONTROL WIRE. 8. WIRE TO BE BURIED WITH MAINLINES (24" DEEP) AND IN SLEEVES UNDER ALL PAVING. 9. ALL WIRE SPLICES TO BE CONNECTED WITH SILICON WATER PROOF WIRE CONNECTORS WITH WIRES TAPED TOGETHER. 10. LEAVE A MINIMUM OF 12" OF SLACK WIRE AT ANY SPLICE AND CONNECTIONS. 11. USE BRASS UNIONS AT BOTH CONNECTIONS TO THE DOUBLE CHECK VALVE ASSEMBLY. 12. USE TEFLON TAPE/SEALANT ON ALL BRASS OR METAL FITTINGS. 13. 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. 14. DOUBLE CHECK VALVE ASSEMBLY MUST MEET CITY STANDARDS FOR INSTALLATION. 15. WIRE FROM TRENCH TO CONTROLLER SHALL BE IN ELECTRICAL CONDUIT AND CONTROLLER SHALL BE WALL MOUNTED INSIDE BUILDING. EXACT LOCATION TO BE DETERMINED BY OWNERS REPRESENTATIVE. CONDUIT SHALL BE SECURELY CONNECTED TO STRUCTURE AS DIRECTED BY OWNERS REPRESENTATIVE. 16. USE PRESSURE REDUCING VALVE TO ACHIEVE A MINIMUM PRESSURE OF 30 PSI AND A MAXIMUM OF 45 PSI (OPTIMUM 40 PSI) 17. CONTROLLER TO BE GROUNDED PER MANUFACTURES SPECIFICATIONS. 18. CONTRACTOR TO PRESSURE TEST SYSTEM BEFORE APPROVAL/ACCEPTANCE, HOLD 150 PSI FOR 5 MINUTES. 19. USE GALVANIZED PIPE FROM METER TO QUICK COUPLER VALVE EXCEPT AS NOTED ABOVE IN NOTE #11. 20. CONTRACTOR TO PROGRAM CONTROLLER AND ADJUST ALL NOZZLES BEFORE FINAL APPROVAL OR ACCEPTANCE. NOZZLES MUST BE PROPERLY DIRECTED AND ADJUSTED FOR OPTIMUM COVERAGE. 21. FLUSH ALL LINES BEFORE INSTALLING NOZZLES. 22. SET TOP OF HEADS AT FINISHED GRADE (NEITHER ABOVE OR BELOW). 23. QUICK COUPLING VALVES (QCV) TO BE INSTALLED PER DETAIL THIS SHEET. 24. PLANS ARE DIAGRAMMATIC: CONFIRM MAINLINE ALIGNMENT, VALVE LOCATIONS & LATERALS WITH OWNERS REPRESENTATIVE. LOCATE ALL COMPONENTS IN LANDSCAPE AREAS, WITHIN PROPERTY BOUNDARIES, USE SHARED TRENCHES WHERE POSSIBLE. 25. VERIFY LOCATION & DEPTH OF ALL UTILITIES AND SERVICES PRIOR TO EXCAVATING. NOTIFY OWNERS REPRESENTATIVE OF ANY DISCREPANCIES BETWEEN EXISTING SITE CONDITIONS AND PROPOSED DESIGN, PRIOR TO CONSTRUCTION. 26. ALL MAINLINES AND SLEEVES SHALL BE SCHEDULE 40 AND CLASS 200 IS ACCEPTABLE FOR LATERALS. 27. 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. 28. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS, PERMIT FEES AND INSPECTIONS. 29. MATERIAL SUBSTITUTIONS WILL ONLY BE ACCEPTED 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. 30. 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 40. 31. RAIN SENSOR SHALL BE MOUNTED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND HARD WIRED IN CONDUIT TO CONTROLLER. MOUNT RAIN SENSORS ON TOP OF NEARBY FENCE POSTS (IF AVAILABLE) OR MOUNT 6' ABOVE GROUND SURFACE ON A PRESSURE TREATED 4X4 POST IN AN UNOBTRUSIVE LOCATION WITHIN AN ADJACENT LANDSCAPE BED AND NOT UNDER TREE CANOPY. PROVIDE A RAIN SENSOR FOR EACH CONTROLLER. 32. CONTRACTOR TO OBSERVE BEST MANAGEMENT PRACTICES AND SAFETY SCALE: 5 %%u QUICK COUPLING VALVE DETAIL NONE 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 SCALE: 6 %%u REMOTE CONTROL VALVE NONE SCALE: 2 %%u SLEEVE DETAIL NONE SCALE: 4 %%u DOUBLE CHECK VALVE ASSEMBLY NONE BASESCH. 40 PVC SLEEVE - SIZE AS SHOWN PIPE AND WIRE \A1;24" TYP. \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 \A1;FINNISH GRADE CONTROL WIRES AND SPARE, TAPE TO BOTTOM OF MAINLINE, TYP \A1;PVC BUSHING \A1;MAINLINE {11"x17" VALVE BOX CARSON MED. OR HEAVY DUTY - OR APPROVED EQUAL INSTALL FLUSH WITH FINISH GRADE} {\Fcivil.shx; PVC S x TH ADP.} {INSTALL 6" DEPTH MIN OF 1" WASHED DRAIN ROCK IN BOTTOM OF VALVE BOX} CONTROL WIRE WITH 2 L.F. COILED IN BOX SUPPORT VALVE BOX WITH (4) BRICKS, TYP. MIN 4" PVC SCH. 80 NIPPLES (BOTH ENDS OF VALVE) {4" CLR MIN} \A1;PVC UNION AUTOMATIC CONTROL VALVE SCALE: 3 %%u POINT OF CONNECTION NONE GATE VALVE FLOW DIRECTIONFLOW DIRECTION NOTE: INSTALL COMPONENTS IN THIS ORDER DOUBLE CHECK VALVE ASSEMBLY PRESSURE REDUCING VALVE QUICK COUPLING VALVE METER ΗΘΘΗΦ≅ΣΗΝΜ ΜΝΣ∆Ρ 1-1/2" SCHEDULE 40 PVC MAINLINE 44LRC - 1" RAINBIRD QUICK COUPLING VALVE (OR APPROVED EQUAL) ZONE DATA - ZONE #, VALVE SIZE AND ZONE GALLONS PER MINUTE ZONE # SIZE GPM 1" BRASS BALL VALVE WITH THREADED ENDS DOUBLE CHECK VALVE ASSEMBLY - (1") FEBCO 850 UDC - SEE DETAIL THIS SHEET SEE DETAIL THIS SHEET RAINBIRD PEB-PRS-D AUTOMATIC ZONE VALVE, SIZE AS SHOWN POINT OF CONNECTION AT TEMPORARY WATER METER LOCATIONS LOCKING PEDESTAL CONTROLLER, MODEL RAINBIRD TBOS-II SERIES BATTERY-OPERATED IRRIGATION CONTROLLER. SEE SPECIFICATIONS FOR OUTDOOR CONTROLLER CABINET. CONTRACTOR TO COORDINATE LOCATION OF CONTROLLER CABINET WITH CITY REPRESENTATIVE PRIOR TO INSTALLATION. 1" BRASS PRESSURE REDUCING VALVE TO ACHIEVE OPTIMUM PRESSURE OF 40 G.P.M. 1. PLAN IS DIAGRAMMATIC. MAINLINE MAY BE SHOWN IN HARDSCAPE AREAS OR OUTSIDE OF PROPERTY BOUNDARY, BUT SHOULD BE PLACED WITHIN THE PROPERTY BOUNDARY AND WITHIN PLANTED AREA. 2. IT IS THE IRRIGATION CONTRACTOR'S RESPONSIBILITY TO REVIEW THE SITE, AND TO CLARIFY ANY QUESTIONS PRIOR TO THE START OF WORK. 3. IT IS THE IRRIGATION CONTRACTOR'S RESPONSIBILITY TO ADJUST THE DESIGN AS NECESSARY BASED ON ACTUAL FIELD CONDITIONS IN ORDER TO INSURE PROPER COVERAGE. 4. IRRIGATION CONTRACTOR WILL SCHEDULE WATERING TIMES FOR ALL ZONES WITHIN THE PROJECT AND REVIEW OPERATION WITH THE CITY'S REPRESENTATIVE FOR FINAL APPROVAL. 5. THIS IRRIGATION SYSTEM USES POTABLE WATER {HUNTER MP ROTATOR 1000 MATCHED PRECIPITATION RATE NOZZLES WITH HUNTER PRS40 PRO SPRAY 6" POP-UP SPRINKLERS, OR APPROVED EQUAL, INSTALL PER MANUFACTURES SPECIFICATIONS. 1000 SERIES MP ROTATOR FOR RADII BETWEEN 8'-15' FIELD ADJUST ARCS AND RADII TO FIT AREAS.} 1/21/4 CLASS 200 LATERAL - SIZE CLASS 200 LATERALS WITH 3/4" MINIMUM SIZE BELOW 10 GPM, 1" FOR 10-17 GPM, 1-1/4" FOR 11-27 GPM, AND 1-1/2" FOR 28-50 GPM. INCREASE PIPE DIAMETERS IF NECESSARY TO CONSERVE STATIC PRESSURE.12HMP1%%UNOZZLES: 6" TRENCHING DETAIL SCALE: NONE VALVE WIRES FINISHED GRADE 18"SELECT BACKFILL, REMOVE ROCKS, DEBRIS AND SHARP OBJECTS PVC CLASS 200 LATERAL ΗΛΟΝΘΣ≅ΜΣ ΗΘΘΗΦ≅ΣΗΝΜ Χ∆ΡΗΦΜ ΜΝΣ∆Ρ9 5X30 SIDE STRIP 5X15 LEFT OR RIGHT END STRIP WATER METER, LOCATION SHOWN ON IR-01 SEE CIVIL DRAWINGS FOR SPECIFICATIONS SS L-ES R-ES REFER TO NOTE 30, IRRIGATION NOTES AND SLEEVING DETAIL THIS SHEET 1 APPROVED DATE PERMIT NO. 20-101386-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 Know what's below. before you dig.Call R 04/21/2021