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20-101386-CO-Civil Plans-04-18-2022V4ΡΓ∆∆Σ ΝΕ ∆ΡΛ ΙΝΑ ΜΝ− 0775,//0,/05,//04 οθδοθδχ αξ Υηβηµησξ Λο 350 \\\\Esm8\\engr\\ESM-JOBS\\1886\\001\\016-0015\\plots\\Construction Plans\\CV-01.dwg4/12/2022 12:40 PMPlotted:File:Plotted By: Connie Garrett223// 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 E NG 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-05 LANDSCAPE PLANLA-01 - LA-07 27 - 31 32 - 38 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-1039 - 41 SS-033 SITE WATER PLAN VIEWWA-044 SANITARY SEWER COVER SHEET Know what's below. before you dig.Call R TREE RETENTION PLANTR-0142 IRRIGATION PLANIR-01 - IR-0443 - 46 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 04/18/2022 409.80HV105S SS D P P PP 10 8 T x x x xx x xx x TC.B.P x x x xx x xx x D S COSP COSP P P S T T PP 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 SGATE µ 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 ECOLOGY BLOCK WALL GRAVEL ROAD ASPHALT PAVEMENT{\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 Α≅ΡΗΡ ΝΕ ΓΝΘΗΨΝΜΣ≅Κ Χ≅ΣΤΛ 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 RECORDING NO.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 STREETς∆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.dwg4/18/2022 11:19 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 CONDITIONSWASHINGTONCITY OF FEDERAL WAY1886-001-016 EX-01 LGB JJH 04/13/2022 ∆Ω,/0 1 35 \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 \pxqc;ASPHALT PAVEMENT ASPHALT WALK PARCEL #6142600005 PARCEL #6142600200 04/18/2022 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.dwg4/13/2022 12:59 PMPlotted:File:Plotted By: Connie GarrettEVERETTFEDERAL 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 04/13/2022 ΚΦ,/0 2 35 GRADE BREAKRIDGE LINE\pxt1;GB \pxt1;GB 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 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 04/18/2022 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 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 NGTO N T E R ED SG E NG 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.dwg4/13/2022 2:14 PMPlotted:File:Plotted By: Connie GarrettEVERETTFEDERAL 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 04/13/2022 ΡΣ,/0 3 35 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) Ρ− 225ΣΓ ΡΣΘ∆∆Σ ΚΝΝΟ ΘΝ≅Χ(PRIVATE ROAD)22ΘΧ ΟΚ≅Β∆ Ρ−SECTION 22SECTION 2130.0' EXISTING TELEPHONE EASEMENT 10.0' EXISTING WATER EASEMENT 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;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 ς∆Ξ∆ Θ Γ ≅ ∆ Τ Ρ ∆ Θ ς ≅ Ξ Ρ −2/ΣΓ ≅Υ∆ΜΤ∆ Ρ−\A1;R=15'(PUBLIC RIGHT OF WAY)04/18/2022 S AAA GAS XFMRPIVP 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 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\\ST-02.dwg4/13/2022 12:23 PMPlotted:File:Plotted By: Connie GarrettEVERETTFEDERAL 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 04/13/2022 ΡΣ,/1 4 35 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 04/18/2022 SS S C.B. S P P P P S P P D S T T P S W S S N ETRAB .G A RU A 40111ANO R WFOE A SH NGTO N T E R ED SG E NG 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.dwg4/13/2022 2:21 PMPlotted:File:Plotted By: Connie GarrettEVERETTFEDERAL 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 04/13/2022 ΡΣ,/2 5 35 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 04/18/2022 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 NGTON 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-01.dwg4/13/2022 1:15 PMPlotted:File:Plotted By: Connie GarrettEVERETTFEDERAL 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 04/13/2022 ΦΘ,/0 6 35 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 04/18/2022 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 NGTON 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-02.dwg4/15/2022 8:40 AMPlotted:File:Plotted By: Jeff HiivaEVERETTFEDERAL 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 04/13/2022 ΦΘ,/1 7 35 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 04/18/2022 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 NGTON 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-03.dwg4/13/2022 2:44 PMPlotted:File:Plotted By: Connie GarrettEVERETTFEDERAL 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 04/13/2022 ΦΘ,/2 8 35SEE 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 04/18/2022 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 NGTON 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.dwg4/15/2022 8:33 AMPlotted:File:Plotted By: Jeff HiivaEVERETTFEDERAL 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 04/13/2022 ΦΘ,/3 0/35 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.) 398.25 398.25392.25 TOP POND ELEV ORIFICE DIAMETER (IN) RISER SIZE (IN) 399.25 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=392.25 TOP=399.25 \A1;4.0' \A1;89.5'3:13:1\A1;4.0' \A1;131.5' \A1;42.0' BOTTOM=392.25 TOP=399.25 3:13:1≅ ≅ \A1;42.0'\A1;131.5'ΑΑ \A1;4.0' \A1;4.0' 04/18/2022 GAS XFMRH=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 NGTON 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.dwg4/13/2022 2:00 PMPlotted:File:Plotted By: Connie GarrettEVERETTFEDERAL 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 04/13/2022 ΦΘ,/4 00 35SEE 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' 04/18/2022 n CONTOUR INTERVAL = 2' SCALE: 1" = 20'C O N S U L T I N G E N G I N E E R SL L CFederal Way, WA 9800333400 8th Ave S, Suite 205A PORTION OF SECTION 21, T.21 N., R. 4 E., W.M.FEDERAL WAY CAMPUS, LLCWOODBRIDGE BUILDING "A"GR-06 12 46 KEY MAP STA T E R O U T E 18 Know what's below. before you dig.Call R 04/18/2022 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.dwg4/13/2022 1:35 PMPlotted:File:Plotted By: Connie GarrettEVERETTFEDERAL 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 04/13/2022 ΦΘ,/6 02 35SEE 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 04/18/2022 C O N S U L T I N G E N G I N E E R SL L CFederal Way, WA 9800333400 8th Ave S, Suite 205A PORTION OF SECTION 21, T.21 N., R. 4 E., W.M.FEDERAL WAY CAMPUS, LLCWOODBRIDGE BUILDING "A"GR-08 14 46 ROCK-LINED CONSTRUCTION ENTRANCE DETAIL EROSION/SEDIMENTATION CONTROL NOTES: INLET PROTECTION DETAIL INTERCEPTOR SWALE w/ ROCK CHECK DAM WET SEASON SPECIAL PROVISIONS A A B B SEDIMENT POND OUTFALL ROCK LINED RIP-RAP PAD DETAIL TYPICAL ORANGE FABRIC FENCE DETAIL GENERAL NOTES Know what's below. before you dig.Call R ” 04/18/2022 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 NGTON T E R ED SG E NG 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.dwg4/13/2022 9:35 AMPlotted:File:Plotted By: Connie GarrettEVERETTFEDERAL 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 04/13/2022 ΡΧ,/0 04 35 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 - CEMENT CONCRETE SIDEWALK \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 04/18/2022 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 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-02.dwg4/13/2022 8:18 AMPlotted:File:Plotted By: Connie GarrettEVERETTFEDERAL 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 04/13/2022 ΡΧ,/1 05 35 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 - 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 04/18/2022 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 NGTON 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-03.dwg4/13/2022 8:54 AMPlotted:File:Plotted By: Connie GarrettEVERETTFEDERAL 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 04/13/2022 ΡΧ,/2 06 35SEE 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 \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 04/18/2022 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 NGTON 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-04.dwg4/13/2022 9:17 AMPlotted:File:Plotted By: Connie GarrettEVERETTFEDERAL 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 04/13/2022 ΡΧ,/3 07 35 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 - HEAVY DUTY CEMENT CONCRETE IN PAVEMENT APPROVED DATE PERMIT NO. 20-101386-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 Know what's below. before you dig.Call R 04/18/2022 GAS XFMRPIVD 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 NGTON 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.dwg4/13/2022 10:11 AMPlotted:File:Plotted By: Connie GarrettEVERETTFEDERAL 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 04/13/2022 ΡΧ,/4 08 35SEE 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 - CEMENT CONCRETE SIDEWALK 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 04/18/2022 n CONTOUR INTERVAL = 2' SCALE: 1" = 20'C O N S U L T I N G E N G I N E E R SL L CFederal Way, WA 9800333400 8th Ave S, Suite 205A PORTION OF SECTION 21, T.21 N., R. 4 E., W.M.FEDERAL WAY CAMPUS, LLCWOODBRIDGE BUILDING "A"SD-06 20 46 KEY MAP STA T E R O U T E 18 NOTES Know what's below. before you dig.Call R 04/18/2022 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 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\\SD-07.dwg4/13/2022 11:27 AMPlotted:File:Plotted By: Connie GarrettEVERETTFEDERAL 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 04/13/2022 ΡΧ,/6 10 35SEE 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 04/18/2022 ΟΝΜΧ ≅,≅ ΟΝΜΧ Α,Α N ETRAB .G A RU A 40111ANO R WFOE A SH NGTON 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-08.dwg4/13/2022 10:58 AMPlotted:File:Plotted By: Connie GarrettEVERETTFEDERAL 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 04/13/2022 ΡΧ,/7 11 35 1"= 1"=ΡΒ≅Κ∆9 HORIZ. VERT. 20' 5' ΟΝΜΧ ΒΘΝΡΡ Ρ∆ΒΣΗΝΜ ≅,≅ STORM POND 2:1100 YEAR 2:1\A1;6' BERM 15' GRAVEL ACCESS ROAD 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 15' GRAVEL ACCESS ROAD \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=7.56' EMERGENCY OVERFLOW ELEVATION \A1;LSD=7.56' 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 04/18/2022 C O N S U L T I N G E N G I N E E R SL L CFederal Way, WA 9800333400 8th Ave S, Suite 205A PORTION OF SECTION 21, T.21 N., R. 4 E., W.M.FEDERAL WAY CAMPUS, LLCWOODBRIDGE BUILDING "A"DT-01 23 46 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PARKING & DRIVE AISLE SECTION Know what's below. before you dig.Call R DRAINAGE NOTES 04/18/2022 C O N S U L T I N G E N G I N E E R SL L CFederal Way, WA 9800333400 8th Ave S, Suite 205A PORTION OF SECTION 21, T.21 N., R. 4 E., W.M.FEDERAL WAY CAMPUS, LLCWOODBRIDGE BUILDING "A"DT-02 24 46 TYPICAL 8.5'x18' PARKING Know what's below. before you dig.Call R 04/18/2022 C O N S U L T I N G E N G I N E E R SL L CFederal Way, WA 9800333400 8th Ave S, Suite 205A PORTION OF SECTION 21, T.21 N., R. 4 E., W.M.FEDERAL WAY CAMPUS, LLCWOODBRIDGE BUILDING "A"DT-03 25 46 DEBRIS CAGE DETAIL PLAN VIEW 6"Ø (S.D.) CLEANOUTSCALE: 1"=10' (TYPE "G" STREET) WEYERHAEUSER WAY S SECTION E-E STANDARD-DUTY ACP - AUTOMOBLIE DRIVEWAYS AND PARKING AREAS HEAVY-DUTY ACP - AREAS SUBJECT TO TRUCK TRAFFIC PCC PAVEMENT - AREAS SUBJECT TO HEAVY TRUCK TRAFFIC HEAVY DUTY PORTLAND CEMENT CONCRETE PAVEMENT SECTION HEAVY DUTY CEMENT CONCRETE IN PAVEMENT AREA Know what's below. before you dig.Call R 04/18/2022 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.dwg4/18/2022 10:55 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 04/13/2022 ΧΣ,/3 15 35 N ETRAB .G A RU A 40111ANO R WFOE A SH NGTO N T E R ED SG E NG 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 04/18/2022 D PB PB PB PB 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-01.dwg4/18/2022 7:20 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-01 LDK LDK 04/13/2022 ΕΘ,/0 16 35 BLDG A BLDG Bϑ∆Ξ Λ≅Ο NOT TO SCALE HWY 18 WEYERHAUSER WAY SµMATCHLINE STA. 23+40SEE SHEET FR-02MATCHLINE STA. 19+80SEE ABOVEMATCHLINE STA. 19+80SEE BELOW(PUBLIC RIGHT OF WAY) ς∆Ξ∆ΘΓ≅∆ΤΡ∆Θ ς≅Ξ Ρ− ς∆Ξ∆ΘΓ≅∆ΤΡ∆Θ ς≅Ξ Ρ− NOT TO SCALE ΕΤΚΚ Ο≅Υ∆Λ∆ΜΣ Θ∆ΒΝΜΡΣΘΤΒΣΗΝΜ Ο≅Υ∆Λ∆ΜΣ Ρ∆ΒΣΗΝΜ µ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 Know what's below. before you dig.Call RΓςΞ, 0 7 ς∆Ρ ΣΑΝΤΜΧΓςΞ, 0 7 ∆≅Ρ ΣΑΝΤΜΧ ΓςΞ, 0 7 ς∆Ρ ΣΑΝΤΜΧΓςΞ, 0 7 ∆≅Ρ ΣΑΝΤΜΧ APPROVED DATE PERMIT NO. 20-101386-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 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 04/18/2022 PB PB PB IR IR S D DD 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 NGTON 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-02.dwg4/18/2022 11:11 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 04/13/2022 ΕΘ,/1 17 35 (PUBLIC RIGHT OF WAY) ς∆Ξ∆ΘΓ≅∆ΤΡ∆Θ ς≅Ξ Ρ− CURB RAMP #1 SPOT ELEVATION CHART POINT ELEVATION A 386.97 (@ FL) B 387.09 (@ FL) C 387.17 (@ FL) D 387.30 (@ FL) E 387.47 F 387.80 G 387.56 H 387.64 CURB RAMP DETAIL #1 SCALE: 1"=5'\A1;6'\A1;5'\A1;7.5'A B C D F E G H\A1;5'\A1;6.3' 2% 1.6% 1.7% 8.4% 6.3%7.5%7.5%1.6% CURB RAMP DETAIL #2 SCALE: 1"=5' CURB RAMP #2 SPOT ELEVATION CHART POINT ELEVATION A 385.97 (@ FL) B 386.29 (@ FL) C 386.42 D 386.58 \A1;8'\A1;6'\A1;8' A B C D4.8% 7.5% 2%4% 1 OFFSET ELEV.----BCR 1/2 ECR 3/41/4STATION =L=R= ΒΤΘΑ Ε Σ≅ΑΚ∆Κ1 27+99.77 33.00' LT 386.59 386.85 387.19 387.54 28+49.77 83.00' LT 387.90 78.54'50.00'90%%D00'06" BLDG A BLDG B ϑ∆Ξ Λ≅Ο NOT TO SCALE HWY 18 WEYERHAUSER WAY SΑΤΗΚΧΗΜΦ !Α!ΑΤΗΚΧΗΜΦ !≅!MATCHLINE STA. 29+20SEE SHEET FR-03\A1;8' SIDEWALK (TYP) µ \A1;6' LANDSCAPING (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 RMATCHLINE STA. 23+40SEE SHEET FR-01≅ ≅ SECTION A-A 1"= 1"=ΡΒ≅Κ∆9 HORIZ. VERT. 20' 5' 04/18/2022 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 NGTON T E R ED SG E NG 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.dwg4/13/2022 8:58 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-03 LDK LDK 04/13/2022 ΕΘ,/2 18 35 (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-02MATCHLINE STA. 34+80SEE SHEET FR-04µ \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% 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% 04/18/2022 µΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 N ETRAB .G A RU A 40111ANO R WFOE A SH NGTON 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.dwg4/13/2022 9:05 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 04/13/2022 ΕΘ,/3 2/35 (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-03 MATCHLINE STA.39+80SEE SHEET FR-05\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;50'04/18/2022 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 E NG 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-05.dwg4/13/2022 9:12 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-05 LDK LDK 04/13/2022 ΕΘ,/4 20 35 (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;100'2%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% 04/18/2022 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.dwg4/13/2022 2:28 PMPlotted:File:Plotted By: Connie GarrettEVERETTFEDERAL 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 04/13/2022 Κ≅,/0 21 35SEE 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( 04/18/2022 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.dwg4/13/2022 2:47 PMPlotted:File:Plotted By: Connie GarrettEVERETTFEDERAL 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 04/13/2022 Κ≅,/1 22 35 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( 04/18/2022 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.dwg4/13/2022 2:17 PMPlotted:File:Plotted By: Connie GarrettEVERETTFEDERAL 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 04/13/2022 Κ≅,/2 23 35SEE 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( 04/18/2022 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.dwg4/13/2022 2:59 PMPlotted:File:Plotted By: Connie GarrettEVERETTFEDERAL 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 04/13/2022 Κ≅,/3 24 35 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( 04/18/2022 GAS XFMRPIV193 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.dwg4/13/2022 2:12 PMPlotted:File:Plotted By: Connie GarrettEVERETTFEDERAL 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 04/13/2022 Κ≅,/4 25 35SEE 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( 04/18/2022 n CONTOUR INTERVAL = 2' SCALE: 1" = 20'C O N S U L T I N G E N G I N E E R SL L CFederal Way, WA 9800333400 8th Ave S, Suite 205A PORTION OF SECTION 21, T.21 N., R. 4 E., W.M.FEDERAL WAY CAMPUS, LLCWOODBRIDGE BUILDING "A"LA-06 37 46 KEY MAP STA T E R O U T E 18 Know what's below. before you dig.Call R 04/18/2022 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.dwg4/13/2022 3:25 PMPlotted:File:Plotted By: Connie GarrettEVERETTFEDERAL 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 04/13/2022 Κ≅,/6 27 35SEE 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 04/18/2022 C O N S U L T I N G E N G I N E E R SL L CFederal Way, WA 9800333400 8th Ave S, Suite 205FEDERAL WAY CAMPUS, LLCWOODBRIDGE BUILDING "A"LA-08 39 46 REGULATING DOCUMENTS SPACING DETAILSHRUB AND GROUNDCOVER SHRUB PLANTING DETAIL CONIFEROUS TREE PLANTING AND STAKING DETAIL DECIDUOUS TREE PLANTING & STAKING DETAIL MANAGED FOREST BUFFER PER CONCOMITANT AGREEMENT LANDSCAPE NOTES HYDROSEED ORCHARD MIX (For areas disturbed by grading activities and bottom / sideslopes of detention pond) LANDSCAPE CALCULATIONS HYDROSEED MIX FOR LAWN AREAS (For lawn areas and grass planter strips along street frontages) Know what's below. before you dig.Call R IMPACTS TO THE MANAGED FOREST BUFFER (MFB) 04/18/2022 C O N S U L T I N G E N G I N E E R SL L CFederal Way, WA 9800333400 8th Ave S, Suite 205FEDERAL WAY CAMPUS, LLCWOODBRIDGE BUILDING "A"LA-09 40 46 TYPICAL TYPE I & II PLANT PALETTE FOR AREAS OUTSIDE OF THE MFB AND MITIGATION AREAS-LARGE NATIVE TREESSMALL NATIVE TREES /TALL NATIVE SHRUBSNATIVE SHRUBS &NATIVE GROUNDCOVERPLANT LEGEND Know what's below. before you dig.Call R 04/18/2022 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 GATE PP P x x x xx x xx x D S S S COSP COSP P P S T T PP 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 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 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.dwg4/14/2022 6:21 AMPlotted:File:Plotted By: Jeff HiivaEVERETTFEDERAL 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 04/13/2022 Κ≅,0/ 30 35 (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 04/18/2022 AAAGASXFMR PIV TT 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 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 \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.dwg4/13/2022 1:15 PMPlotted:File:Plotted By: Jeff HiivaEVERETTFEDERAL 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 04/13/2022 ΣΘ,/0 31 35 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 100.0' FORESTED BUFFER ΤΜΧΗΡΣΤΘΑ∆Χ Υ∆Φ∆Σ≅ΣΗΝΜ ΤΜΧΗΡΣΤΘΑ∆Χ Υ∆Φ∆Σ≅ΣΗΝΜ \A1;10.0' EXISTING WATER EASEMENT 04/18/2022 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.DWG4/13/2022 12:43 PMPlotted:File:Plotted By: Connie GarrettEVERETTFEDERAL 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 04/13/2022 ΗΘ,/0 32 35SEE 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 04/18/2022 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 PIV8Q 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.DWG4/13/2022 12:52 PMPlotted:File:Plotted By: Connie GarrettEVERETTFEDERAL 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 04/13/2022 ΗΘ,/1 33 35SEE 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 PVC SLEEVING- SEE SHEET IR-04 FOR SPECIFICATIONS, (TYP) 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 04/18/2022 GAS XFMRTT 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.DWG4/12/2022 2:21 PMPlotted:File:Plotted By: Connie GarrettEVERETTFEDERAL 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 04/13/2022 ΗΘ,/2 34 35 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 04/18/2022 C O N S U L T I N G E N G I N E E R SL L CFederal Way, WA 9800333400 8th Ave S, Suite 205FEDERAL WAY CAMPUS, LLCWOODBRIDGE BUILDING "A"IR-04 46 46 IRRIGATION LEGEND IRRIGATION WATERING SCHEDULE IRRIGATION NOTES IMPORTANT IRRIGATION DESIGN NOTES: Know what's below. before you dig.Call R 04/18/2022