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17-105489-Site Plan-04-02-2020-V13WETLAND FA WAS DETERMINED TO NOT BE A WETLAND IN CONJUNCTION WITH THE PLAN APPROVAL FOR THE DAVITA SITE. AAA AAA AAAAAAAAAAAAAAAAAAAAA AAAAAAAAA AAAAAA AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAXFMRE002 E002 AAAAAAAAAAAAAAAAAAAAAAAAAAAAAA AAA AAA AAA AAAAAAAAAAAAAAAAAAAAAAAAAAAAAA201 200 AAAAAAAAAAAAAAAAAAAAAAAAAAAAAA AAA AAA AAA AAAAAAAAAAAA AAA XFMRE002E002 AAAAAA AAA AAA AAA AAA AAA AAA AAA AAA AAA AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAµ ΡΒ≅Κ∆9 0! < 0 100 1//& 400100 NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.\\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0016\\plots\\process iii\\CV-01.dwg3/17/2020 3:02 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∆ ΑΤΡΗΜ∆ΡΡ Ο≅ΘϑCOVER & KEY SHEETWASHINGTONCITY OF FEDERAL WAY1886-001-016 CV-01 LGB JJH 03/31/2020 ΒΥ,/0 0 07 Χ≅ΣΤΛ9 Μ−Φ−Υ−Χ− 18 ΑΤΗΚΧΗΜΦ !0! ∆ΩΗΡΣΗΜΦ ςΣΒ ΑΤΗΚΧΗΜΦ ΟΝΜΧ 1 Χ∆Σ∆ΜΣΗΝΜ ΑΤΗΚΧΗΜΦ !1! ΟΝΜΧ 2 Χ∆Σ∆ΜΣΗΝΜ ΑΤΗΚΧΗΜΦ !2! ΟΝΜΧ 3 Χ∆Σ∆ΜΣΗΝΜ ΟΝΜΧ 4 Χ∆Σ∆ΜΣΗΝΜ ΟΝΜΧ 0 Χ∆Σ∆ΜΣΗΝΜ 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 11100 SANTA MONICA BLVD SUITE 850 LOS ANGELES, CA 90025 (310) 722-8972 {WETLAND CONSULTANTS} TALASAEA ASSOCIATES BILL SHIELS 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 ST-01 SITE PLAN2 ΡΓ∆∆Σ ΗΜΧ∆Ω9 EX-01 TOPOGRAPHIC SURVEY5 LG-01 LEGEND8 SD-01 PRELIMINARY DRAINAGE, GRADING9 AND RIGHT-OF-WAY PLAN LA-02 PRELIMINARY LANDSCAPE PLAN12 GR-01 CLEARING & GRADING PLAN 13 GR-03 SITE CROSS SECTIONS 14 TR-01 TREE/VEGETATION RETENTION PLAN 16 ΒΗΥΗΚ ΟΚ≅ΜΡ DESIGN BRIEFA1.0 ≅ΘΒΓΗΣ∆ΒΣΤΘ≅Κ ΟΚ≅ΜΡ LA-03 LANDSCAPE DETAILS & NOTES 17 BUILDING 1 ELEVATIONSA1.1 EX-02 TOPOGRAPHIC SURVEY6 EX-03 TOPOGRAPHIC SURVEY SD-02 PRELIMINARY DRAINAGE, GRADING10 AND RIGHT-OF-WAY PLAN LA-01 PRELIMINARY LANDSCAPE PLAN11 GR-02 CLEARING & GRADING PLAN15 ST-02 SITE PLAN3 ST-03 SITE PLAN4 BUILDING 2 ELEVATIONSA1.2 BUILDING 3 ELEVATIONSA1.3 GR-04 SITE CROSS SECTIONS 18 CV-01 COVER & KEY SHEET1 S.W. 320th ST. S. 348th ST.1st AVE. S.S. 344TH WAY Weyerhaeuser Way S.S. 349th ST.28TH AVE S.LAKE KILLARNEY(32nd AVE. S.)S. 320th ST.24th AVE. S.S. 330th ST.S. 336th ST.20th AVE. S.99 Weyerhaeuser Way S.I-5 Peasley Canyon Rd.Military Rd. S.18 Υηβηµησξ Λο ΡΗΣ∆ North Lake ΡΣ,/2 . ∆Ω,/2 ΡΣ,/1 . ∆Ω,/1 . ΡΧ,/1 . ΦΘ,/1 ΡΣ,/0 . ∆Ω,/0 . ΡΧ,/0 . ΦΘ,/0 ΗΜΣ∆ΘΡΣ≅Σ∆ 4ς∆Ξ∆ΘΓ≅∆ΤΡ∆Θ ς≅Ξ Ρ−Ρ 225ΣΓ ΡΣς∆Ξ∆ΘΓ≅∆ΤΡ∆Θς≅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 ΜΝΣ ≅ Ο≅ΘΣ ΜΝΘΣΓ Κ≅ϑ∆ ΜΝΘΣΓ Κ≅ϑ∆ ΚΝΣ Β ΚΝΣ Χ ΚΝΣ ≅ ΚΝΣ Α ΚΝΣ Χ ΚΝΣ ∆ ΚΝΣ Α ΚΝΣ ≅ ΜΝΣ ≅ Ο≅ΘΣ LOT A=LOT 2 CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT NO. 17-00455-SU RECORDING NO. 20171108900002 LOT B=LOT 1 CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT NO. 17-00455-SU RECORDING NO. 20171108900002 LOT C=LOT 2 CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT NO. 18-100123-SU RECORDING NO. 20181004900005 LOT D=LOT 4 CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT NO. 18-100123-SU RECORDING NO. 20181004900005 LOT E=LOT 5 CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT NO. 18-100123-SU RECORDING NO. 20181004900005 NOTE:EXISTING PARCEL LINES TO BE ADJUSTED TO REFLECT PROPOSED DEVELOPMENT ∆ΩΗΡΣΗΜΦ Ο≅ΘΒ∆ΚΡ ΑΤΗΚΧ≅ΑΚ∆ Κ≅ΜΧ Β≅ΚΒΤΚ≅ΣΗΝΜΡ ΡΗΣ∆ Χ≅Σ≅9 TRAILER STALLS: 12'X55' PARKING STALLS: 1,520 STANDARD=8.5'X18' (MIN) AISLE WIDTH: 26' (TYP) 03/31/2020 WETLAND FA WAS DETERMINED TO NOT BE A WETLAND IN CONJUNCTION WITH THE PLAN APPROVAL FOR THE DAVITA SITE. RELIEF AIR VAC 8"AC F.M. 8"AC F.M. 8"AC F.M. MH's MH PB PB PB PB PB PB PB PB PB PB PB PB D IRIR IRIR PB PB MWMW MWMW MWMW MWMW MWMW MWMW D CO CO MWMW PIVPIVIRIR IRIR TT IRIR PB IRIRPIVPIV PB PB PBTT PB PBPB PB PB PB TT TT PB PB PB PB PB PB PB PB PB PB PB PB PB PB PB PB PB PB PB PB D IRIR PB TT PB PB PB PB PB PB MWMW IRIRIRIR PB PB D WW TT PB PB IRIR IRIR PB CO T T T 431.9 431.9 431.9 431.9 W TT T PP TT 8" 7" 15" PB GG GG GG T P T TT TT TT TT GGTT TT D SS SS SS SS SS P P PBPB IRIRPBPB PB PB AAA AAA AAAAAA AAA AAAAAA AAAAAAAAA AAA XFMRE002E002AAAAAA AAA AAA AAA AAA AAA AAA AAA AAA AAA AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAT TT PP PSEPV TT PP PSEPV SS SS µ ΡΒ≅Κ∆9 0! < 0 40 7/& 16080 ΑΤΗΚΧΗΜΦ !0! 5/4+084 ΡΕ ΕΕ<Υ≅ΘΗ∆Ρ 331−27,337−34 ∆ΩΗΡΣΗΜΦ ςΣΒ ΑΤΗΚΧΗΜΦ ΕΕ<326−// NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.\\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0016\\plots\\process iii\\ST-01.dwg3/17/2020 3:04 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 1/4Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΡΗΜ∆ΡΡ Ο≅ΘϑSITE PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 ST-01 LGB JJH 03/31/2020 ΡΣ,/0 1 07ΗΜΣ∆ΘΡΣ≅Σ∆ 4ς∆Ξ∆ΘΓ≅∆ΤΡ∆Θ ς≅Ξ Ρ−S.W. 320th ST. S. 348th ST.1st AVE. S.S. 344TH WAY Weyerhaeuser Way S.S. 349th ST.28TH AVE S.LAKE KILLARNEY(32nd AVE. S.)S. 320th ST.24th AVE. S.S. 330th ST.S. 336th ST.20th AVE. S.99 Weyerhaeuser Way S.I-5 Peasley Canyon Rd.Military Rd. S.18 Υηβηµησξ Λο ΡΗΣ∆ North Lake Χ≅ΣΤΛ9 Μ−Φ−Υ−Χ− 18 ΟΝΜΧ 1 Χ∆Σ∆ΜΣΗΝΜ \pxqc;SEE DETAIL THIS SHEET FOR TYPICAL PARKING DIMENSIONS. \pxqc;SEE DETAIL THIS SHEET FOR TYPICAL PARKING DIMENSIONS. ΟΝΜΧ 0 Χ∆Σ∆ΜΣΗΝΜ \A1;18' (TYP) \A1;8.5' (TYP) \A1;26' (TYP) \A1;5' CONCRETE SIDEWALK (TYP) \A1;130' \A1;130' \A1;30' \A1;18' (TYP) \A1;8.5' (TYP) \A1;5' CONCRETE SIDEWALK (TYP) \A1;26' (TYP) \A1;40' \A1;30' SETBACK \A1;9' RIGHT-OF-WAY DEDICATION \A1;78' \A1;40' \A1;30' \A1;26' \A1;26' (TYP) \A1;18' (TYP) \A1;8.5' (TYP) \A1;187' \A1;8.5' (TYP) \A1;18' (TYP) \A1;26' (TYP) Ρ∆∆ ΡΓ∆∆Σ ΡΣ,/1 ΕΝΘ ΒΝΜΣΗΜΤ≅ΣΗΝΜ \A1;18' \A1;8.5' \A1;5' S/W 26' DRIVE AISLE \A1;18' \A1;8.5' ΣΞΟΗΒ≅Κ 7−4&ω07& Ο≅ΘϑΗΜΦ \A1;31' \A1;50'\A1;100' MANAGED FOREST BUFFER\A1;25' MANAGED FOREST BUFFER Ρ∆∆ ΡΓ∆∆Σ ΡΣ,/2 ΕΝΘ ΒΝΜΣΗΜΤ≅ΣΗΝΜ Ρ∆∆ ΡΓ∆∆Σ ΡΣ,/2 ΕΝΘ ΒΝΜΣΗΜΤ≅ΣΗΝΜN 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;9' RIGHT-OF-WAY DEDICATION 53'(TYP)12'(TYP)106' DEVELOPMENT RESERVATION ς∆ΣΚ≅ΜΧ Κ∆Φ∆ΜΧ WETLANDS TO BE IMPACTED WETLANDS (PRINCIPAL COLLECTOR, TYPE K)03/31/2020 PBPB DD IRIR IRIR IRIR PBPB PBPB IRIRPIVPIV IRIRIRIR WW PBPB PBPB DD DD PBPB PBPB PBPB PBPB PBPB PBPB PBPB WW TT PBPB PBPB PBPB IRIR IRIR PBPB DD PBPB PBPB TT PBPB PBPB PBPBTT PBPB DD PBPB COCO GG GG GG P T SSSS GG GG GG GG GG GG DD SS SS SS P T TP T P SSSS SSSS SS SS SS SS WW DDDD DD DD TT PBPB PBPB DD DD PBPB PBPB PBPB PBPB TT T T T SS SS SS SS OH 2 COND3 CONDM MH AAAAAAAAA AAA AAA AAA AAAAAA AAAAAAAAAAAAAAAAAA AAA AAAAAA AAAAAAAAA AAAAAA AAAAAAXFMR E002 E002 AAA AAA AAA AAA AAA AAA AAA AAAAAAAAA AAA AAA AAA AAA AAA AAA AAA AAAAAAAAAAAAAAAAAA201200AAA AAA AAA AAA AAA AAA AAA AAA AAA Ρ 225 Σ Γ Ρ Σ µ ΡΒ≅Κ∆9 0! < 0 40 7/& 16080 ΑΤΗΚΧΗΜΦ !1! 13/+564 ΡΕ ΕΕ<Υ≅ΘΗ∆Ρ 31/−17,313−42 ΑΤΗΚΧΗΜΦ !2! 014+41/ ΡΕ ΕΕ<Υ≅ΘΗ∆Ρ 311−02,313−4/ ∆ΩΗΡΣΗΜΦ ςΣΒ ΑΤΗΚΧΗΜΦ ΕΕ<326−// NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.\\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0016\\plots\\process iii\\ST-02.dwg3/13/2020 9:28 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∆ ΑΤΡΗΜ∆ΡΡ Ο≅ΘϑSITE PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 ST-02 LGB JJH 03/31/2020 ΡΣ,/1 2 07ΗΜΣ∆ΘΡΣ≅Σ∆ 4ς∆Ξ∆ΘΓ≅∆ΤΡ∆Θ ς≅Ξ Ρ− Χ≅ΣΤΛ9 Μ−Φ−Υ−Χ− 18 ΟΝΜΧ 1 Χ∆Σ∆ΜΣΗΝΜ ΟΝΜΧ 2 Χ∆Σ∆ΜΣΗΝΜ ΟΝΜΧ 3 Χ∆Σ∆ΜΣΗΝΜ ΟΝΜΧ 4 Χ∆Σ∆ΜΣΗΝΜ \pxqc;SEE DETAIL ON SHEET ST-01 FOR TYPICAL PARKING DIMENSIONS.ς∆Ξ∆ΘΓ≅∆ΤΡ∆Θ ς≅Ξ Ρ−\A1;40'\A1;190' \A1;130' \A1;30' SETBACK \A1;9' RIGHT-OF-WAY DEDICATION \A1;5' CONCRETE SIDEWALK (TYP) \pxqc;SEE DETAIL ON SHEET ST-01 FOR TYPICAL PARKING DIMENSIONS. \A1;8.5' (TYP) \A1;18' (TYP) Ρ∆∆ ΡΓ∆∆Σ ΡΣ,/0 ΕΝΘ ΒΝΜΣΗΜΤ≅ΣΗΝΜ \A1;18' (TYP) \A1;8.5' (TYP) \A1;26' (TYP) \A1;5' CONCRETE SIDEWALK Ρ∆∆ ΡΓ∆∆Σ ΡΣ,/2 ΕΝΘ ΒΝΜΣΗΜΤ≅ΣΗΝΜN 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 \A1;9' RIGHT-OF-WAY DEDICATION \A1;78' \A1;9' RIGHT-OF-WAY DEDICATION \A1;81'100'MANAGEDFORESTBUFFERς∆ΣΚ≅ΜΧ Κ∆Φ∆ΜΧ WETLANDS TO BE IMPACTED WETLANDS (PRINCIPAL COLLECTOR, TYPE K) (MINOR ARTERIAL, TYPE K) 03/31/2020 AAA AAAAAAAAA AAAAAAAAAAAAAAAAAA AAA AAA AAAWETLAND FA WAS DETERMINED TO NOT BE A WETLAND IN CONJUNCTION WITH THE PLAN APPROVAL FOR THE DAVITA SITE.IRIR PBPB PBPBPBPBPBPB PBPB TT TT PBPB T T T T W TT PP PSEPV TT T P P TT 8" 7"15"GGGG PBPB TT P P PSEPV T P T SS TT TT TT TT GG TT TT DD SS SS SS SS SS SS SS SS SS SS SS PP PP µ ΡΒ≅Κ∆9 0! < 0 40 7/& 16080 ΑΤΗΚΧΗΜΦ !0! 5/4+084 ΡΕ ΕΕ<Υ≅ΘΗ∆Ρ 331−27,337−34 NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.\\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0016\\plots\\process iii\\ST-03.dwg3/13/2020 9:32 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∆ ΑΤΡΗΜ∆ΡΡ Ο≅ΘϑSITE PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 ST-03 LGB JJH 03/31/2020 ΡΣ,/2 3 07 ς∆Ξ∆ΘΓ≅ ∆ Τ Ρ ∆ Θ ς ≅ Ξ Ρ − Χ≅ΣΤΛ9 Μ−Φ−Υ−Χ− 18 ΟΝΜΧ 0 Χ∆Σ∆ΜΣΗΝΜ Ρ∆∆ ΡΓ∆∆Σ ΡΣ,/1 ΕΝΘ ΒΝΜΣΗΜΤ≅ΣΗΝΜΡ∆∆ ΡΓ∆∆Σ ΡΣ,/0 ΕΝΘ ΒΝΜΣΗΜΤ≅ΣΗΝΜ \A1;25' MANAGED FOREST BUFFER 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 \A1;30' SETBACK \A1;9' RIGHT-OF-WAY DEDICATION \A1;78' \A1;9' RIGHT-OF-WAY DEDICATION 106' DEVELOPMENT RESERVATION ΜΝΣ ≅ Ο≅ΘΣ ς∆ΣΚ≅ΜΧ Κ∆Φ∆ΜΧ WETLANDS TO BE IMPACTED WETLANDS (PRINCIPAL COLLECTOR, TYPE K) 03/31/2020 S S S S PB PB PB PB PB PB PB PB PB PB PB PB D IRIR PB PB MW MW MW MW MW MW D CO CO MW PIVIR IR T IR PB IRPIV PB PB PBT PB PBPB PB PB PB T T PB PB PB PB PB PB PB PB PB PB PB PB PB PB PB PB PB PB PB PB D IR PB T PB PB PB PB PB PB MW IRIR PB PB D WT PB PB IR IR PB CO TEE 16"x6" CONC. VALVE SIGN POST GRAVEL PATH ASPHALT PAVEMENTGRAVEL PATHx x GRAVEL ROADDIRT ROAD DIRT ROAD(3) GATE GRAVEL 431.9 431.9 431.9 431.9 VALVE BOX(?) W/4-2" GALV. VENTS ON CONC. PAD W T P T 8" 7" 15" PB G G G ASPHALT PAVEMENTx x T P T T T T T GT T D S S S S P P PBPB IR PB IRPBPB PB PB WETLAND FA WAS DETERMINED TO NOT BE A WETLAND IN CONJUNCTION WITH THE PLAN APPROVAL FOR THE DAVITA SITE. NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.\\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0016\\plots\\process iii\\EX-01.dwg3/13/2020 9:51 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∆ΒΣΗΝΜΡ 04+ 05+ 10 ≅ΜΧ 11+ Σ− 10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΡΗΜ∆ΡΡ Ο≅ΘϑTOPOGRAPHIC SURVEYWASHINGTONCITY OF FEDERAL WAY1886-001-016 EX-01 LGB JJH 03/31/2020 ∆Ω,/0 4 07 DENSE TREES A 44925 T S SGIRE DRETE GNTE FO IHSAW T ON µ ΡΒ≅Κ∆9 0! < 0 40 7/& 16080 ∆ΩΗΡΣΗΜΦ ςΣΒ ΑΤΗΚΧΗΜΦΗΜΣ∆ΘΡΣ≅Σ∆ 4ς∆Ξ∆ΘΓ≅∆ΤΡ∆Θ ς≅Ξ Ρ−Χ≅ΣΤΛ9 Μ−Φ−Υ−Χ− 18 Ρ∆∆ ΡΓ∆∆Σ ∆Ω,/1 ΕΝΘ ΒΝΜΣΗΜΤ≅ΣΗΝΜ Ρ∆∆ ΡΓ∆∆Σ ∆Ω,/2 ΕΝΘ ΒΝΜΣΗΜΤ≅ΣΗΝΜ Ρ∆∆ ΡΓ∆∆Σ ∆Ω,/2 ΕΝΘ ΒΝΜΣΗΜΤ≅ΣΗΝΜBOLLARD 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 IR IRRIGATION CONTROL BOX Α≅ΡΗΡ ΝΕ Α∆≅ΘΗΜΦ Κ∆Φ≅Κ Χ∆ΡΒΘΗΟΣΗΝΜ Α≅ΡΗΡ ΝΕ ΓΝΘΗΨΝΜΣ≅Κ Χ≅ΣΤΛ Υ∆ΘΣΗΒ≅Κ Χ≅ΣΤΛ Σ∆ΛΟΝΘ≅ΘΞ Α∆ΜΒΓ Λ≅ΘϑΡ BADEPRESSIONAL 8,626 SF BBDEPRESSIONAL 2,677 SF BD(N)DEPRESSIONAL 116,160 SF BKSLOPE 121 SF BLSLOPE 2,035 SF BESLOPE 231 SF BFSLOPE 2,455 SF CDLAKE FRINGE 107,636 SF PG(BJ)SLOPE 17,752 SF ς∆ΣΚ≅ΜΧΡ ςΗΣΓΗΜ ΡΓΝΘ∆ΚΗΜ∆ Λ≅Μ≅Φ∆Λ∆ΜΣ ΨΝΜ∆ DENSE TREES DENSE TREES DENSE TREES DENSE TREES DENSE TREES DENSE TREES DENSE TREES DENSE TREES DENSE TREES DENSE TREES DENSE TREES ASPHALTASPHALTASPHALT GRAVELGRAVEL PATH VACATED 32ND AVENUE S. - SEE KING COUNTY ORDINANCE NO. 6801 DATED MAY 29, 1984 AND RECORDED UNDER RECORDING NO. 8407180415 (THIS PORTION AKA V-1414) AND PRESCRIPTIVE RIGHTS FOR AN EXISTING GAS LINE NOTE: FORMER EASEMENT PER RECORDING NO. 8010100959 WAS EXTINGUISHED BY \A1;10' LAKEHAVEN SEWER & WATER DISTRICT SEWER EASEMENT PER RECORDING NO. 8010140816 \A1;15' WASHINGTON NATURAL GAS COMPANY GAS EASEMENT PER RECORDING NO. 5623093 \A1;30' LAKEHAVEN SEWER & WATER DISTRICT SEWER EASEMENT PER RECORDING NO. 19990903000827 10' PSE GAS EASEMENT PER RECORDING NO. AECATEGORY III 239 SF AFCATEGORY III 473 SF AGCATEGORY III 6,475 SF AHCATEGORY III 711 SF AV CATEGORY III 12,332 SF BA-2 CATEGORY III 670 SF BB CATEGORY III 2,677 SF BR CATEGORY III 2,211 SF BS(N)CATEGORY III 2,683 SF BS(S) CATEGORY IV 192 SF CB CATEGORY III 30,030 SF CE CATEGORY III 223 SF CG CATEGORY IV 3,458 SF DECATEGORY III21,554 SF DFCATEGORY III81 SF DGCATEGORY III1,103 SF DHCATEGORY III271 SF DICATEGORY III227 SF DJCATEGORY III6,331 SF EICATEGORY IV175 SF EJCATEGORY III231 SF EKCATEGORY III179 SF ELCATEGORY III529 SF EMCATEGORY III306 SF FACATEGORY IV2,174 SF FBCATEGORY III8,967 SF FDCATEGORY IV686 SF FECATEGORY III324 SF FFCATEGORY IV978 SF GB(N)CATEGORY III3,377 SF PKCATEGORY III1,350 SF BNCATEGORY II41,548 SF (OFFSITE) ς∆ΣΚ≅ΜΧΡ9 100' MANAGED FOREST BUFFER (TYP.) ΚΝΣ 1 408.88'Δ = 11 11 '0 4 " R = 152 5 . 0 0 = 2 9 . 69 ' Δ =1 0 0 2 1 ' 4 8 " R =3 4 0 .0 0 ' =5 9 5 .5 ' Δ = 3 4 48 '3 4 " R =5 3 5 . 0 0 =3 2 5 . 0 3 ' Δ = 4 0 ' 2 8 " R=6 0 .0 0 =8 1 .3 4 Δ =2 0 0 3 ' 4 2"R =5 0 0 .0 0=1 5 .0 Δ = 2 1 '1 " = 49 0 . 55 ' Δ = 3 1 1 4 '2 4 " R = 4 9 0 . 0 0 = 2 6 . 1 ' Δ = 1 2 1 1 '1 1 " R = 515 . 0 0 = 10 9 . 5 4 301.93'Δ = 3 " R = 1 1 0 . 0 0 ' = ' '2 4 3 0 . 3 ΚΝΣ 2 ΚΝΣ 0 Ο≅ΘΒ∆Κ Ε Κ∆Φ∆ΜΧ ∋≅ΑΑΘ∆ΥΗ≅Σ∆Χ( TREE CANOPY \A1;25' MANAGED FOREST BUFFER ΜΝΣ ≅ Ο≅ΘΣ LOT 1 = 48.12 ACRES (2096109.95 SF) LOT 2 = 30.21 ACRES (1315922.50 SF) LOT 3 = 19.34 ACRES (842271.07 SF) LOT 4 = 21.56 ACRES (939326.89 SF) PARCEL F = 16.38 ACRES (713529.90 SF) ΡΗΣ∆ ≅Θ∆≅150.00'200.00'100.00'170.00'03/31/2020 S S S S S S S S S S S S S S S S S D IR IR IR PB PB IRPIV IRIR W PB PB D D PB PB PB PB PB PB PB WT PB PB PB IR IR PB D PB PB T PB PB PBT PB D PB CO G G G P T SSSS G G G G G G WHITE PAINT FORCE MAIN D S S S P T TP T P SSSS SSSS S S S S W D T PB PB D D PB PB PB PB T T T T S S S S Βτθυδ Σακδ Κηµδ Σακδ NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.\\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0016\\plots\\process iii\\EX-02.dwg3/13/2020 10:02 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∆ΒΣΗΝΜΡ 04+ 05+ 10 ≅ΜΧ 11+ Σ− 10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΡΗΜ∆ΡΡ Ο≅ΘϑTOPOGRAPHIC SURVEYWASHINGTONCITY OF FEDERAL WAY1886-001-016 EX-02 LGB JJH 03/31/2020 ∆Ω,/1 5 07 Ρ 225 Σ Γ Ρ Σ ∆ΩΗΡΣΗΜΦ ςΣΒ ΑΤΗΚΧΗΜΦ ΗΜΣ∆ΘΡΣ≅Σ∆ 4ς∆Ξ∆ΘΓ≅∆ΤΡ∆Θ ς≅Ξ Ρ−ς∆Ξ∆ΘΓ≅∆ΤΡ∆Θ ς≅Ξ Ρ−Ρ∆∆ ΡΓ∆∆Σ ∆Ω,/0 ΕΝΘ ΒΝΜΣΗΜΤ≅ΣΗΝΜ \A1;30' LAKEHAVEN SEWER & WATER DISTRICT SEWER EASEMENT PER RECORDING NO. 19990903000827 DENSE TREES DENSE TREES DENSE TREES DENSE TREES DENSE TREES DENSE TREES DENSE TREES DENSE TREES DENSE TREES \A1;20' OLYMPIC PIPE LINE EASEMENT PER RECORDING NO. 6567596 \A1;12' OLYMPIC PIPE LINE EASEMENT PER RECORDING NOS. 5765326 & 5765327 \A1;30' LAKEHAVEN SEWER & WATER DISTRICT SEWER EASEMENT PER RECORDING NOS. 9512140223 & 9512140224 \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. 7111090451A 44925 T S SGIRE DRETE GNTE FO IHSAW T ON \A1;25' OLYMPIC PIPE LINE EASEMENT PER RECORDING NO. 5743180 \A1;10' OLYMPIC PIPE LINE EASEMENT PER RECORDING NO. 5785334 \A1;100' MANAGED FOREST BUFFER µ ΡΒ≅Κ∆9 0! < 0 40 7/& 16080 Χ≅ΣΤΛ9 Μ−Φ−Υ−Χ− 18 Ρ∆∆ ΡΓ∆∆Σ ∆Ω,/2 ΕΝΘ ΒΝΜΣΗΜΤ≅ΣΗΝΜΔ = 3 1 1 4 '2 4 " R = 4 9 0 . 0 0 = 2 6 . 1 ' Δ = 3 9 2 5 ' 3 6 " R = 6 5 5 . 0 0 = 4 5 0 . 2 983.01'Δ =8 3 2 3 ' 4 3 " R =3 5 0 .0 0 =5 0 9 .4 3 '826.29'. Δ =1 4 5 ' 10 " R =6 0 .0 0' =5 .14' R=480.00'L=39.60' " 4.00' =22 R = Δ . 6 ' 1 1 6 6 .0 0 ' =11 1 1 ' 3 0 ΚΝΣ 0 ΚΝΣ 3 ΚΝΣ 4 Δ = 1 0 1 9 '53 " = 22 3 . 2 3' Δ = 03 3 1 '0 1 " = 5 . 9 9' 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 IR IRRIGATION CONTROL BOX Κ∆Φ∆ΜΧ ∋≅ΑΑΘ∆ΥΗ≅Σ∆Χ( TREE CANOPY483.46'95.00'303.40'246.66'140.00'170.00'ΜΝΣ ≅ Ο≅ΘΣ 03/31/2020 SS S IRIR PBPB PBPBPBPBPBPB PBPB T T PBPB SS FORCE MAINSHOT ON 90%%d BENDT T ASPHALT PAVEMENT GRAVEL PATHGRAVEL ROADGRAVEL ROADDIRT ROADDIRT ROAD T TGATE GRAVELVALVE BOX(?)W/4-2" GALV.VENTS ONCONC. PADW TT T P P TT 8" 7"15"8" 7"15"G PBPB POWER VAULTSS FORCE MAINSHOT ON 90%%d BENDASPHALT PAVEMENT T P T T T T T G T T DD SS SS SS SS SS SS SS SS SS SS SS PP PP WETLAND FA WAS DETERMINED TO NOT BE A WETLAND IN CONJUNCTION WITH THE PLAN APPROVAL FOR THE DAVITA SITE.Βτθυδ Σακδ Κηµδ Σακδ NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.\\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0016\\plots\\process iii\\EX-03.dwg3/13/2020 10:10 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∆ΒΣΗΝΜΡ 04+ 05+ 10 ≅ΜΧ 11+ Σ− 10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΡΗΜ∆ΡΡ Ο≅ΘϑTOPOGRAPHIC SURVEYWASHINGTONCITY OF FEDERAL WAY1886-001-016 EX-03 LGB JJH 03/31/2020 ∆Ω,/2 6 07 µ ΡΒ≅Κ∆9 0! < 0 40 7/& 16080 ς∆Ξ∆ΘΓ≅ ∆ Τ Ρ ∆ Θ ς ≅ Ξ Ρ − Χ≅ΣΤΛ9 Μ−Φ−Υ−Χ− 18 Ρ∆∆ ΡΓ∆∆Σ ∆Ω,/1 ΕΝΘ ΒΝΜΣΗΜΤ≅ΣΗΝΜΡ∆∆ ΡΓ∆∆Σ ∆Ω,/0 ΕΝΘ ΒΝΜΣΗΜΤ≅ΣΗΝΜ ASPHALT ASPHALT ASPHALT GRAVEL ROAD GRAVEL GRAVEL DIRT ROAD GRAVEL PATHBUILDINGDENSE TREES DENSE TREES DENSE TREES DENSE TREES DENSE TREES DENSE TREES DENSE TREES DENSE TREES DENSE TREES DENSE TREES VACATED 32ND AVENUE S. - SEE KING COUNTY ORDINANCE NO. 6801 DATED MAY 29, 1984 AND RECORDED UNDER RECORDING NO. 8407180415 (THIS PORTION AKA V-1414) AND PRESCRIPTIVE RIGHTS FOR AN EXISTING GAS LINE NOTE: FORMER EASEMENT PER RECORDING NO. 8010100959 WAS EXTINGUISHED BY \A1;10.00 LAKEHAVEN SEWER & WATER DISTRICT SEWER EASEMENT PER RECORDING NO. 8010140816 \A1;15.00 WASHINGTON NATURAL GAS COMPANY GAS EASEMENT PER RECORDING NO. 5623093 \A1;30.00 LAKEHAVEN SEWER & WATER DISTRICT SEWER EASEMENT PER RECORDING NO. 19990903000827 \A1;30.00 LAKEHAVEN SEWER & WATER DISTRICT SEWER EASEMENT PER RECORDING NO. 19990903000827 10.00 PSE GAS EASEMENT PER RECORDING 15.00 ROAD EASEMENT PER RECORDING NO. 5149457 A 44925 T S SGIRE DRETE GNTE FO IHSAW T ONΚ∆Φ≅Κ Χ∆ΡΒΘΗΟΣΗΝΜ R=1230.00' L=809.85' ΚΝΣ 0 Ο≅ΘΒ∆Κ Ε ΜΝΣ ≅ Ο≅ΘΣ ΚΝΣ 1 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 IR IRRIGATION CONTROL BOX Κ∆Φ∆ΜΧ ∋≅ΑΑΘ∆ΥΗ≅Σ∆Χ( \A1;25' MANAGED FOREST BUFFER TREE CANOPY ΜΝΣ ≅ Ο≅ΘΣ 03/31/2020 NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.\\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0016\\plots\\process iii\\LG-01.dwg3/13/2020 10:07 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∆ ΑΤΡΗΜ∆ΡΡ Ο≅ΘϑLEGENDWASHINGTONCITY OF FEDERAL WAY1886-001-016 LG-01 LGB JJH 03/31/2020 ΚΦ,/0 7 07 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 BW BACK OF WALK OHW ORDINARY HIGH WATER TOP/TOE OF SLOPE STREAM WETLAND 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 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/ GRADE BREAKRIDGE LINE\pxt1;GB \pxt1;GB BUILDING SETBACK LINEBSBL APPROXIMATE LOCATION OF EXISTING UTILITY EASEMENT TREE CANOPY 03/31/2020 WETLAND FA WAS DETERMINED TO NOT BE A WETLAND IN CONJUNCTION WITH THE PLAN APPROVAL FOR THE DAVITA SITE. 12"CP 12"CP12" AAA AAA AAAAAA AAA AAAAAA AAAAAAAAA AAA XFMRE002E002AAAAAA AAA AAA AAA AAA AAA AAA AAA AAA AAA AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAµ ΡΒ≅Κ∆9 0! < 0 40 7/& 16080 ΑΤΗΚΧΗΜΦ !0! 5/4+084 ΡΕ ΕΕ<Υ≅ΘΗ∆Ρ 331−27,337−34 ∆ΩΗΡΣΗΜΦ ςΣΒ ΑΤΗΚΧΗΜΦ ΕΕ<326−// NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.\\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0016\\plots\\process iii\\SD-01.dwg3/17/2020 3:12 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∆ ΑΤΡΗΜ∆ΡΡ Ο≅ΘϑPRELIMINARY DRAINAGE, GRADING AND RIGHT-OF-WAY PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 SD-01 LGB JJH 03/31/2020 ΡΧ,/0 8 07ΗΜΣ∆ΘΡΣ≅Σ∆ 4ς∆Ξ∆ΘΓ≅∆ΤΡ∆Θ ς≅Ξ Ρ−Χ≅ΣΤΛ9 Μ−Φ−Υ−Χ− 18 ΟΝΜΧ 1 Χ∆Σ∆ΜΣΗΝΜ ΟΝΜΧ 0 Χ∆Σ∆ΜΣΗΝΜ \A1;18' (TYP) \A1;8.5' (TYP) \A1;26' (TYP) \A1;5' CONCRETE SIDEWALK (TYP) \A1;130' \A1;130' \A1;30' \A1;18' (TYP) \A1;8.5' (TYP) \A1;5' CONCRETE SIDEWALK (TYP) \A1;26' (TYP) \A1;40' \A1;30' SETBACK \A1;9' RIGHT-OF-WAY DEDICATION \A1;78' \A1;40' \A1;30' \A1;26' \A1;26' (TYP) \A1;18' (TYP) \A1;8.5' (TYP) \A1;187' \A1;8.5' (TYP) \A1;18' (TYP) \A1;26' (TYP) Ρ∆∆ ΡΓ∆∆Σ ΡΧ,/1 ΕΝΘ ΒΝΜΣΗΜΤ≅ΣΗΝΜ \A1;31' \A1;50'\A1;100' MANAGED FOREST BUFFER\A1;25' MANAGED FOREST BUFFER ≅ΘΣ∆ΘΗ≅Κ . ΒΝΚΚ∆ΒΣΝΘ Ρ∆ΒΣΗΝΜ ϑ ΡΗΣ∆ ΗΛΟ∆ΘΥΗΝΤΡ ≅Θ∆≅Ρ9 \A1;15' WATER EASEMENT (TYP) 5' CONCRETE SIDEWALK (TYP) 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 \A1;9' RIGHT-OF-WAY DEDICATION 12'(TYP)53'(TYP)106' DEVELOPMENT RESERVATION \pxqc;SEE DETAIL ON SHEET ST-01 FOR TYPICAL PARKING DIMENSIONS. \pxqc;SEE DETAIL ON SHEET ST-01 FOR TYPICAL PARKING DIMENSIONS.(PRINCIPAL COLLECTOR, TYPE K)03/31/2020 0204 MH 12" 12" OH 2 COND3 CONDM 8" A.C. F.M.8" A.C. F.M.12" R.C.P. CULVERTAAAAAAAAA AAA AAA AAAAAAAAA AAAAAAAAAAAAAAAAAA AAA AAAAAA AAAAAAAAA AAAAAA AAAAAAXFMR E002 E002 AAA AAA AAA AAA AAA AAA AAA AAAAAAAAA AAA AAA AAA AAA AAA AAA AAA AAAAAAAAAAAAAAAAAA201200AAA AAAAAA AAA AAA AAA AAA AAA AAAΡ 225 Σ Γ Ρ Σ µ ΡΒ≅Κ∆9 0! < 0 40 7/& 16080 ΑΤΗΚΧΗΜΦ !1! 13/+564 ΡΕ ΕΕ<Υ≅ΘΗ∆Ρ 31/−17,313−42 ΑΤΗΚΧΗΜΦ !2! 014+41/ ΡΕ ΕΕ<Υ≅ΘΗ∆Ρ 311−02,313−4/ ∆ΩΗΡΣΗΜΦ ςΣΒ ΑΤΗΚΧΗΜΦ ΕΕ<326−// NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.\\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0016\\plots\\process iii\\SD-02.dwg3/13/2020 10:31 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∆ ΑΤΡΗΜ∆ΡΡ Ο≅ΘϑPRELIMINARY DRAINAGE, GRADING AND RIGHT-OF-WAY PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 SD-02 LGB JJH 03/31/2020 ΡΧ,/1 0/07ΗΜΣ∆ΘΡΣ≅Σ∆ 4ς∆Ξ∆ΘΓ≅∆ΤΡ∆Θ ς≅Ξ Ρ− Χ≅ΣΤΛ9 Μ−Φ−Υ−Χ− 18 ΟΝΜΧ 1 Χ∆Σ∆ΜΣΗΝΜ ΟΝΜΧ 2 Χ∆Σ∆ΜΣΗΝΜ ΟΝΜΧ 3 Χ∆Σ∆ΜΣΗΝΜ ΟΝΜΧ 4 Χ∆Σ∆ΜΣΗΝΜ \pxqc;SEE DETAIL ON SHEET ST-01 FOR TYPICAL PARKING DIMENSIONS.ς∆Ξ∆ΘΓ≅∆ΤΡ∆Θ ς≅Ξ Ρ−\A1;40'\A1;190' \A1;130' \A1;30' SETBACK \A1;9' RIGHT-OF-WAY DEDICATION \A1;5' CONCRETE SIDEWALK (TYP) \pxqc;SEE DETAIL ON SHEET ST-01 FOR TYPICAL PARKING DIMENSIONS. \A1;8.5' (TYP) \A1;18' (TYP) Ρ∆∆ ΡΓ∆∆Σ ΡΧ,/0 ΕΝΘ ΒΝΜΣΗΜΤ≅ΣΗΝΜ \A1;18' (TYP) \A1;8.5' (TYP) \A1;26' (TYP) \A1;5' CONCRETE SIDEWALK \A1;15' WATER EASEMENT (TYP) 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 \A1;9' RIGHT-OF-WAY DEDICATION \A1;78'100'MANAGEDFORESTBUFFER(PRINCIPAL COLLECTOR, TYPE K) (MINOR ARTERIAL, TYPE K) 03/31/2020 12"CP 12"CP12" MH's MH WETLAND FA WAS DETERMINED TO NOT BE A WETLAND IN CONJUNCTION WITH THE PLAN APPROVAL FOR THE DAVITA SITE. AAA AAA AAA AAA AAAAAAAAA201200AAAAAA AAA AAAAAA AAAAAAAAA AAA XFMRE002E002AAAAAA AAA AAA AAA AAA AAA AAA AAA AAA AAA AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAΑΤΗΚΧΗΜΦ !0! ∆ΩΗΡΣΗΜΦ ςΣΒ ΑΤΗΚΧΗΜΦ NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.\\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0016\\plots\\process iii\\LA-01.dwg3/17/2020 3:18 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∆ ΑΤΡΗΜ∆ΡΡ Ο≅ΘϑPRELIMINARY LANDSCAPE PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 LA-01 LDK LDK 03/31/2020 Κ≅,/0 00 07ΗΜΣ∆ΘΡΣ≅Σ∆ 4ς∆Ξ∆ΘΓ≅∆ΤΡ∆Θ ς≅Ξ Ρ−ΟΝΜΧ 1 Χ∆Σ∆ΜΣΗΝΜ ΟΝΜΧ 0 Χ∆Σ∆ΜΣΗΝΜ \A1;30' SETBACK Ρ∆∆ ΡΓ∆∆Σ Κ≅,/1 ΕΝΘ ΒΝΜΣΗΜΤ≅ΣΗΝΜ \A1;100' MANAGED FOREST BUFFER \A1;25' MANAGED FOREST BUFFER ΟΘ∆ΚΗΛΗΜ≅ΘΞ ΟΚ≅ΜΣ Ο≅Κ∆ΣΣ∆ 2" cal.109 126 69 2" cal. %%USymbol %%UComments%%UBotanical / Common Name %%USize %%UQuantity 2" cal. Full, vigorous, B&B TR-18 TR-65 TR-01 21 Full, vigorous, B&B6' min. ht. 17 Full, vigorous, B&B6' min. ht. TR-10 TR-30 226' min. ht. 1642" cal. TR-09 TR-14 Full, vigorous, B&B (D) AFTER PLANT NAME DENOTES "DROUGHT TOLERANT" A MINIMUM OF 25% OF PROPOSED PLANTS ARE DROUGHT TOLERANT PURSUANT TO FWC22-1564(f) Tsuga heterophylla / WESTERN HEMLOCK Interior parking area- deciduous, smaller mature canopy tree- Species to be determined (D) Interior parking area- deciduous, larger mature canopy tree- Species to be determined (D) Street tree species per City of Federal Way Approved Street Tree List (D) Street tree species per City of Federal Way Approved Street Tree List (D) Chamaecyparis nootkatensis / ALASKAN CEDAR Thuja plicata 'Hogan' / HOGAN CEDAR Full, balanced branching, B&B Full, balanced branching, B&B Full, balanced branching, B&B PER 1994 FWCC CHAPTER 22 PARKING LOT LANDSCAPE SCREENING ADJACENT TO PUBLIC RIGHTS-OF-WAY IS REQUIRED AND SHALL INCORPORATE BERMS AT LEAST 3' IN HEIGHT WITHIN PERIMETER LANDSCAPE AREAS. ALTERNATIVELY, IF APPROVED BY THE COMMUNITY DEVELOPMENT DIRECTOR, SUBSTANTIAL SHRUB PLANTINGS MUST BE ADDED TO THE REQUIRED PERIMETER LANDSCAPING...TO ACT AS AN EFFICIENT SUBSTITUTE FOR THE 3' BERM, TO REDUCE VISUAL IMPACT OF PARKING AREAS AND SCREEN AUTOMOBILES. {THE UNDISTURBED 50' WIDTH NATURAL FORESTED BUFFER IS AN EFFICIENT SUBSTITUTE FOR THE 3' BERM OR ADDITIONAL SHRUB PLANTINGS}. PER THE CONCOMITANT AGREEMENT, SECTION XI, LANDSCAPING: ALL UNDEVELOPED AREA SHALL BE LEFT IN A NATIVE STATE ALL PROPOSED VEGETATION SHALL BE DETERMINED TO BE COMPATIBLE WITH EXISTING VEGETATION. NEW PARKING LOT LANDSCAPING SHALL MEET THE MINIMUM STANDARDS OF ΟΘ∆ΚΗΛΗΜ≅ΘΞ Κ≅ΜΧΡΒ≅Ο∆ Χ∆ΡΗΦΜ 1. GROUND COVERS SHALL BE PLANTED AND SPACED USING A TRIANGULAR PLANTING ARRANGEMENT, TO RESULT IN TOTAL COVERAGE OF LANDSCAPED AREA WITHIN TREE YEARS PURSUANT TO FWCC SECTION 22-1564(j) 2. GRASS AND REQUIRED LANDSCAPING AREAS SHALL CONTAIN AT LEAST FOUR INCHES OF TOPSOIL AT FINISH GRADE PURSUANT TO FWCC SECTION 22-164(l) 3. EXISTING CLAY OR SANDY SOILS SHALL BE AUGMENTED WITH AN ORGANIC SUPPLEMENT PURSUANT TO FWCC SECTION 22-164(m). 4. LANDSCAPE AREAS SHALL BE COVERED WITH AT LEAST TWO INCHES OF MULCH TO MINIMIZE EVAPORATION PURSUANT TO FWCC SECTION 22-164(n) 5. SOIL IN PARKING LOT LANDSCAPED AREAS MUST BE NON-COMPACTED TO A DEPTH OF 18 INCHES PRIOR TO PLANTING OF ANY SHRUBS, TREES, OR GROUND COVERS PURSUANT TO FWCC SECTION 22-164(y). Κ≅ΜΧΡΒ≅Ο∆ ΜΝΣ∆Ρ \pxsm1.5;PER FWCC 22-1564(o-t), IRRIGATION SHALL BE PROVIDED TO ESTABLISH NEW PLANTINGS. THE IRRIGATION SYSTEM WILL BE DESIGNED TO INCLUDE SEPARATE IRRIGATION ZONES FOR LANDSCAPE PERIMETER BUFFER (WHERE THERE ARE NEW PLANTINGS), LAWN, AND INTERIOR PARKING LOT AREAS. ΗΘΘΗΦ≅ΣΗΝΜ Χ∆ΡΗΦΜ ΜΝΣ∆Ρ LANDSCAPE ARCHITECT LEANNE D. KUHLMAN CERTIFICATE No. 743 WASHINGTON REGISTERED STATE OF µ Χ≅ΣΤΛ9 Μ−Φ−Υ−Χ− 18 ΡΒ≅Κ∆9 0! < 0 40 7/& 16080 \A1;106' DEVELOPMENT RESERVATION NOTE: REFER TO SHEET LA-02 FOR TYPICAL PLANTING SCHEMES 03/31/2020 M 0204 MH W.L. 391.3 W.L. 391.3 391.3W.L.AAAAAAAAA AAA AAA AAA AAAAAA AAAAAAAAAAAAAAAAAA AAAAAAAAA AAAAAAAAA AAAAAA AAAAAAXFMR E002 E002 AAA AAAAAA AAA AAA AAA AAA AAAAAAAAA AAA AAA AAA AAAAAA AAA AAAAAAAAAAAAAAAAAAAAA201200AAA AAA AAA AAA AAA AAA AAA AAA AAA Ρ 225 Σ Γ Ρ Σ µ ΡΒ≅Κ∆9 0! < 0 40 7/& 16080 ΑΤΗΚΧΗΜΦ !1! ΑΤΗΚΧΗΜΦ !2! ∆ΩΗΡΣΗΜΦ ςΣΒ ΑΤΗΚΧΗΜΦ NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.\\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0016\\plots\\process iii\\LA-02.dwg3/13/2020 10:42 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 1/4Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΡΗΜ∆ΡΡ Ο≅ΘϑPRELIMINARY LANDSCAPE PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 LA-02 LDK LDK 03/31/2020 Κ≅,/1 01 07 ς∆Ξ∆ΘΓ≅∆ΤΡ∆Θ ς≅Ξ Ρ− Χ≅ΣΤΛ9 Μ−Φ−Υ−Χ− 18 ΟΝΜΧ 1 Χ∆Σ∆ΜΣΗΝΜ ΟΝΜΧ 2 Χ∆Σ∆ΜΣΗΝΜ ΟΝΜΧ 3 Χ∆Σ∆ΜΣΗΝΜ ΟΝΜΧ 4 Χ∆Σ∆ΜΣΗΝΜ ς∆Ξ∆ΘΓ≅∆ΤΡ∆Θ ς≅Ξ Ρ−Ρ∆∆ ΡΓ∆∆Σ Κ≅,/0 ΕΝΘ ΒΝΜΣΗΜΤ≅ΣΗΝΜ PER 1994 CONCOMITANT AGREEMENT, ALL UNDEVELOPED AREA SHALL REMAIN IN A NATIVE STATE. EXISTING VEGETATION SHALL REMAIN IN ALL AREAS THAT ARE LEFT UNDISTURBED, TYPICAL. ΣΞΟΗΒ≅Κ ΟΚ≅ΜΣΗΜΦ ΡΒΓ∆Λ∆Ρ STORM POND NATIVE SPECIES- TYPICAL PLANT PALETTE (D) PARKING LOT MIXED NATIVE SPECIES- TYPICAL PLANT PALETTE (D) INTERIOR PARKING LOT- TYPICAL PLANT PALETTE (D) Carpenteria californica / BUSH ANEMONE Ceanothus / CALIFORNIA WILD LILAC Deschampsia caespitosa / TUFTED HAIRGRASS Santolina / LAVENDER COTTON Spiraea betulifolia var. lucida / BIRCH LEAF SPIREA Cistus purpurea / ROCK ROSE Perovskia atriplicifolia / RUSSIAN SAGE Sedum spp. / STONECROP Achillea millefolium / YARROW Arctostaphylos uva-ursi / KINNIKINNICK Gaultheria shallon / SALAL Mahonia repens / CREEPING MAHONIA Mahonia aquifolium / OREGON GRAPE Polystichum munitum / SWORD FERN Symphoricarpos albus / COMMON SNOWBERRY Acer circinatum / VINE MAPLE Rhamnus purshiana / CASCARA Pseudotsuga menziesii / DOUGLAS FIR Thuja plicata / WESTERN RED CEDAR Arctostaphylos uva-ursi / KINNIKINNICK Gaultheria shallon / SALAL Mahonia repens / CREEPING MAHONIA Mahonia nervosa / LOW OREGON GRAPE Polystichum munitum / SWORD FERN Rosa gymnocarpa / BALDHIP ROSE Acer circinatum / VINE MAPLE Salix scouleriana / SCOULER WILLOW BUILDING FACADE- TYPICAL PLANT PALETTE (D) Acer griseum / PAPERBARK MAPLE Arctostaphylos uva-ursi / KINNIKINNICK Ceanothus / CALIFORNIA WILD LILAC Deschampsia caespitosa / TUFTED HAIRGRASS Fragaria chiloensis / COAST STRAWBERRY Mahonia nervosa / LOW OREGON GRAPE Perovskia atriplicifolia / RUSSIAN SAGE Santolina / LAVENDER COTTON Spiraea betulifolia var. lucida / BIRCH LEAF SPIREA Sedum spp. / STONECROP TYPICAL LAYOUT LANDSCAPE ARCHITECT LEANNE D. KUHLMAN CERTIFICATE No. 743 WASHINGTON REGISTERED STATE OF ΗΜΣ∆ΘΡΣ≅Σ∆ 403/31/2020 NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.\\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0016\\plots\\process iii\\LA-03.dwg3/13/2020 10:51 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 1/4Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΡΗΜ∆ΡΡ Ο≅ΘϑLANDSCAPE DETAILS & NOTESWASHINGTONCITY OF FEDERAL WAY1886-001-016 LA-03 LDK LDK 03/31/2020 Κ≅,/2 02 07 ΟΘ∆ΚΗΛΗΜ≅ΘΞ Κ≅ΜΧΡΒ≅Ο∆ Β≅ΚΒΤΚ≅ΣΗΝΜΡ {10' WIDTH PARKING LOT PERIMETER BUFFER: }UP TO 25% OF THE TREES MAY BE DECIDUOUS. {TOTAL INTERIOR PARKING LOT LANDSCAPE AREA: }22 SQUARE FEET OF TYPE IV LANDSCAPING IS REQUIRED PER PARKING STALL. NUMBER OF PARKING STALLS=1,520 X 22 SF/STALL= 33,440 SF OF LANDSCAPING REQUIRED TOTAL SF OF INTERIOR PARKING LOT LANDSCAPING PROPOSED= 115,638 SF {DROUGHT TOLERANCE CALCULATION:} AT LEAST 25% OF NEW LANDSCAPE MATERIALS MUST BE DROUGHT TOLERANT. REFER TO TYPICAL PLANTING SCHEMES ON SHEET LA-02. BARK MULCH TO PREVAILING WIND SET STAKES PERPENDICULAR AMEND NATIVE SOIL W/ PLANTING SOIL 2" SETTLED DEPTH FINE BLEND OR VINYL WITH 16 GAUGE NOT TO SCALE HOSE & WIRE TIES, ~ ~ SEE DETAIL ABOVE REMOVE BINDING TWINE & TOP 1/3 OF BURLAP. FERTILIZER TABLETS (4-21 GRAM-20-10-5) SCARIFY PLANTING PIT SIDES AND BOTTOM 6" DEEP, FIRM, NATIVE SOIL MOUND IN HEAVY SOILS, AUGER 8"x6' DEEP HOLE (OR THROUGH HARDPAN) FILL WITH CRUSHED ROCK. VERIFY GOOD DRAINAGE PRIOR TO PLANTING. 2x ROOTBALL WIDTH 2" MAX. TREE STAPLE %%UDETAIL PRUNE DISEASED ANDBROKEN BRANCHES WATERING BASIN 12" MIN. FOR WOOD1/2 TREE HT.APPROX 4'EQUALΧ∆ΒΗΧΤΝΤΡ ΣΘ∆∆ ΟΚ≅ΜΣΗΜΦ % ΡΣ≅ϑΗΜΦ Χ∆Σ≅ΗΚ 2x2 PINE TREE STAKES INSTALL "TREE BOOT" OR "ARBORGARD" IN LAWN AREAS. 6" DEPTH 3-WAY MIX PLANT TREE 1"-2" HIGHER THAN IN NURSERY UNDISTURBED GROUND STAKES & 18" FOR REBAR GALVANIZED STEEL WIRE TIES REINFORCED RUBBER HOSE ΒΝΜΗΕ∆ΘΝΤΡ ΣΘ∆∆ ΟΚ≅ΜΣΗΜΦ ≅ΜΧ ΡΣ≅ϑΗΜΦ Χ∆Σ≅ΗΚ NOT TO SCALE REINFORCED RUBBER HOSE OR VINYL WITH 16 GAUGE FIRM NATIVE SOIL MOUND SCARIFY PIT SIDES AND BOTTOM REMOVE BINDING MATERIAL AND 6" DEPTH 3-WAY MIX TOPSOIL 2x2 PINE TREE STAKES GRADE BARK MULCH TREE %%UDETAIL SEE DETAIL ABOVE ~ FERTILIZER TABLETS TOP 1/3 OF BURLAP 2" SETTLED DEPTH FINE WATERING BASIN HOSE AND WIRE TIES, PRUNE DISEASED ANDBROKEN BRANCHES FINISH GRADE 18" MIN.1/2 TREE HEIGHTSET STAKES PERPENDICULAR TO PREVAILING WIND AMEND NATIVE SOIL WITH(4-21 GRAM-20-10-5) GALVANIZED STEEL WIRE TIES 2x ROOTBALL WIDTH EQUAL SPACING ΡΟ≅ΒΗΜΦ Χ∆Σ≅ΗΚ NOT TO SCALE EDGE OF PAVING OR PLANTING BED DRAWING ΡΓΘΤΑ ≅ΜΧ ΦΘΝΤΜΧΒΝΥ∆Θ 1/2 DIA. OF PLANT OR AS SHOWN ON EQUAL SPACING6" DEPTH 3-WAY MIX TOPSOIL REMOVE TOP 1/3 OF BURLAP FERTILIZER TABLETS AMEND NATIVE SOIL WITH ΡΓΘΤΑ ΟΚ≅ΜΣΗΜΦ Χ∆Σ≅ΗΚ FIRM NATIVE SOIL MOUND 2x ROOTBALL WIDTH 6" NOT TO SCALE BROKEN BRANCHESPRUNE DISEASED AND 2" SETTLED DEPTH FINE GRADE BARK MULCH PLANT 1" HIGHER THAN IN NURSERY FINISH GRADE ~(4-21 GRAM-20-10-5) COMPACT AND WATER THOROUGHLY STAPLE LANDSCAPE ARCHITECT LEANNE D. KUHLMAN CERTIFICATE No. 743 WASHINGTON REGISTERED STATE OF 03/31/2020 12"CP 12"CPRELIEF AIR VAC 12" 8"AC F.M. 8"AC F.M. 8"AC F.M. MH's MH WETLAND FA WAS DETERMINED TO NOT BE A WETLAND IN CONJUNCTION WITH THE PLAN APPROVAL FOR THE DAVITA SITE. AAA AAA AAAAAA AAA AAAAAA AAAAAAAAA AAA XFMRE002E002AAAAAA AAA AAA AAA AAA AAA AAA AAA AAA AAA AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAµ ΡΒ≅Κ∆9 0! < 0 40 7/& 16080 ∆ΩΗΡΣΗΜΦ ςΣΒ ΑΤΗΚΧΗΜΦ ΕΕ<326−// NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.\\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0016\\plots\\process iii\\GR-01.dwg3/17/2020 3:23 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 1/4Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΡΗΜ∆ΡΡ Ο≅ΘϑCLEARING & GRADING PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 GR-01 LGB JJH 03/31/2020 ΦΘ,/0 03 07ΗΜΣ∆ΘΡΣ≅Σ∆ 4ς∆Ξ∆ΘΓ≅∆ΤΡ∆Θ ς≅Ξ Ρ−Χ≅ΣΤΛ9 Μ−Φ−Υ−Χ− 18 ΟΝΜΧ 0 Χ∆Σ∆ΜΣΗΝΜ \A1;30' SETBACK \A1;9' RIGHT-OF-WAY DEDICATION \A1;78' Ρ∆∆ ΡΓ∆∆Σ ΦΘ,/1 ΕΝΘ ΒΝΜΣΗΜΤ≅ΣΗΝΜ\A1;100' MANAGED FOREST BUFFER\A1;25' MANAGED FOREST BUFFER ∆≅ΘΣΓςΝΘϑ ΠΤ≅ΜΣΗΣΗ∆Ρ9 ≅ ≅ Α Α Β Β ΑΤΗΚΧΗΜΦ 0 5/4+084 ΡΕ ΕΕ<Υ≅ΘΗ∆Ρ 331−27,337−34 Η Ι Γ Γ Φ Φ ΟΝΜΧ 1 Χ∆Σ∆ΜΣΗΝΜ 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 \A1;9' RIGHT-OF-WAY DEDICATION 106' DEVELOPMENT RESERVATION (PRINCIPAL COLLECTOR, TYPE K)03/31/2020 12" 12" VALVE RELIEF AIR OH 2 COND3 CONDM 8" A.C. F.M.12" R.C.P. CULVERT0204 MH W.L. 391.3 W.L. 391.3 391.3W.L.AAAAAAAAA AAA AAA AAA AAAAAA AAAAAAAAAAAAAAAAAA AAA AAAAAA AAAAAAAAA AAAAAAAAAAAAXFMR E002 E002 AAA AAA AAAAAA AAA AAA AAA AAAAAAAAA AAA AAA AAA AAA AAAAAA AAA AAAAAAAAAAAAAAAAAA201200AAA AAA AAA AAA AAA AAA AAA AAA AAAΡ 225 Σ Γ Ρ Σ µ ΡΒ≅Κ∆9 0! < 0 40 7/& 16080 ∆ΩΗΡΣΗΜΦ ςΣΒ ΑΤΗΚΧΗΜΦ ΕΕ<326−// NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.\\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0016\\plots\\process iii\\GR-02.dwg3/13/2020 11:04 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∆ ΑΤΡΗΜ∆ΡΡ Ο≅ΘϑCLEARING & GRADING PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 GR-02 LGB JJH 03/31/2020 ΦΘ,/1 04 07 ς∆Ξ∆ΘΓ≅∆ΤΡ∆Θ ς≅Ξ Ρ− Χ≅ΣΤΛ9 Μ−Φ−Υ−Χ− 18 ς∆Ξ∆ΘΓ≅∆ΤΡ∆Θ ς≅Ξ Ρ−\A1;30' SETBACK Ρ∆∆ ΡΓ∆∆Σ ΦΘ,/0 ΕΝΘ ΒΝΜΣΗΜΤ≅ΣΗΝΜ Χ Χ ∆ ∆ Ε Ε ϑ Κ Λ Ο ΟΝΜΧ 3 Χ∆Σ∆ΜΣΗΝΜ ϑ Κ Λ Μ Μ Ο Ν Ι Ι Η ΑΤΗΚΧΗΜΦ 2 014+41/ ΡΕ ΕΕ<Υ≅ΘΗ∆Ρ 311−02,313−4/ ΟΝΜΧ 2 Χ∆Σ∆ΜΣΗΝΜ ΟΝΜΧ 1 Χ∆Σ∆ΜΣΗΝΜ 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;9' RIGHT-OF-WAY DEDICATION \A1;78'ΗΜΣ∆ΘΡΣ≅Σ∆ 4ΑΤΗΚΧΗΜΦ 1 13/+564 ΡΕ ΕΕ<Υ≅ΘΗ∆Ρ 31/−17,313−42 Ν ΟΝΜΧ 4 Χ∆Σ∆ΜΣΗΝΜ 100'MANAGEDFORESTBUFFER(PRINCIPAL COLLECTOR, TYPE K) (MINOR ARTERIAL, TYPE K) 03/31/2020 NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.\\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0016\\plots\\process iii\\GR-03.dwg3/13/2020 11:08 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∆ ΑΤΡΗΜ∆ΡΡ Ο≅ΘϑCROSS SECTIONSWASHINGTONCITY OF FEDERAL WAY1886-001-016 GR-03 LGB JJH 03/31/2020 ΦΘ,/2 05 07 1"= 1"=ΡΒ≅Κ∆9 HORIZ. VERT. 80' 10' ΡΗΣ∆ ΒΘΝΡΡ Ρ∆ΒΣΗΝΜ ≅,≅ 1"= 1"=ΡΒ≅Κ∆9 HORIZ. VERT. 80' 10' ΡΗΣ∆ ΒΘΝΡΡ Ρ∆ΒΣΗΝΜ Α,Α 1"= 1"=ΡΒ≅Κ∆9 HORIZ. VERT. 80' 10' ΡΗΣ∆ ΒΘΝΡΡ Ρ∆ΒΣΗΝΜ Β,Β 1"= 1"=ΡΒ≅Κ∆9 HORIZ. VERT. 80' 10' ΡΗΣ∆ ΒΘΝΡΡ Ρ∆ΒΣΗΝΜ Χ,Χ 1"= 1"=ΡΒ≅Κ∆9 HORIZ. VERT. 80' 10' ΡΗΣ∆ ΒΘΝΡΡ Ρ∆ΒΣΗΝΜ ∆,∆ 1"= 1"=ΡΒ≅Κ∆9 HORIZ. VERT. 80' 10' ΡΗΣ∆ ΒΘΝΡΡ Ρ∆ΒΣΗΝΜ Ε,Ε 1"= 1"=ΡΒ≅Κ∆9 HORIZ. VERT. 80' 10' ΟΝΜΧ 0 ΒΘΝΡΡ Ρ∆ΒΣΗΝΜ Φ,Φ 1"= 1"=ΡΒ≅Κ∆9 HORIZ. VERT. 80' 10' ΟΝΜΧ 0 ΒΘΝΡΡ Ρ∆ΒΣΗΝΜ Γ,Γ 1"= 1"=ΡΒ≅Κ∆9 HORIZ. VERT. 80' 10' ΟΝΜΧ 1 ΒΘΝΡΡ Ρ∆ΒΣΗΝΜ Η,Η 1"= 1"=ΡΒ≅Κ∆9 HORIZ. VERT. 80' 10' ΟΝΜΧ 1 ΒΘΝΡΡ Ρ∆ΒΣΗΝΜ Ι,Ι 1%2:12% 6% 1%2:12% 2% 2% 8% 9% 2% 2% 0.5%2:12%2%2:10.5% 0.5% 2% 2% 2%2%2:12% \A1;6' BERM \A1;6' BERM \A1;6' BERM \A1;15' BERM2:12:12:12:12:14:14:14:14:14:14:1N 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 DETENTION REQUIRED: 712,600 (CF) DETENTION PROVIDED: 842,000 (CF) ΟΝΜΧ 1 ΥΝΚΤΛ∆Ρ9 1"= 1"=ΡΒ≅Κ∆9 HORIZ. VERT. 80' 10' ΡΗΣ∆ ΒΘΝΡΡ Ρ∆ΒΣΗΝΜ Ε,Ε 2% 2%2%2:12% DETENTION REQUIRED: 233,000 (CF) DETENTION PROVIDED: 251,800 (CF) ΟΝΜΧ 0 ΥΝΚΤΛ∆Ρ9 0.5%2:103/31/2020 39.167 9.823 17.0834.829 Firefighting VehicleOverall Length 39.167ft Overall Width 10.000ft Overall Body Height 11.831ft Min Body Ground Clearance 1.612ft Track Width 9.583ft Lock-to-lock time 4.00s Wall to Wall Turning Radius 50.033ft NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.\\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0016\\plots\\process iii\\GR-04.dwg3/13/2020 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 1/4Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΡΗΜ∆ΡΡ Ο≅ΘϑCROSS SECTIONSWASHINGTONCITY OF FEDERAL WAY1886-001-016 GR-04 LGB JJH 03/31/2020 ΦΘ,/3 06 07 1"= 1"=ΡΒ≅Κ∆9 HORIZ. VERT. 80' 10' ΟΝΜΧ 2 ΒΘΝΡΡ Ρ∆ΒΣΗΝΜ ϑ,ϑ 1"= 1"=ΡΒ≅Κ∆9 HORIZ. VERT. 80' 10' ΟΝΜΧ 2 ΒΘΝΡΡ Ρ∆ΒΣΗΝΜ Κ,Κ 1"= 1"=ΡΒ≅Κ∆9 HORIZ. VERT. 80' 10' ΟΝΜΧ 3 ΒΘΝΡΡ Ρ∆ΒΣΗΝΜ Λ,Λ 1"= 1"=ΡΒ≅Κ∆9 HORIZ. VERT. 80' 10' ΟΝΜΧ 3 ΒΘΝΡΡ Ρ∆ΒΣΗΝΜ Μ,Μ 1"= 1"=ΡΒ≅Κ∆9 HORIZ. VERT. 80' 10' ΟΝΜΧ 4 ΒΘΝΡΡ Ρ∆ΒΣΗΝΜ Ν,Ν 1"= 1"=ΡΒ≅Κ∆9 HORIZ. VERT. 80' 10' ΟΝΜΧ 4 ΒΘΝΡΡ Ρ∆ΒΣΗΝΜ Ο,Ο \A1;15' BERM 2:12:12:1\A1;15' BERM \A1;6' BERM2:14:12:1\A1;6' BERM 2:12:12:12:12:12:14:14:14:14:1N 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 DETENTION REQUIRED: 67,100 (CF) DETENTION PROVIDED: 77,100 (CF) ΟΝΜΧ 2 ΥΝΚΤΛ∆Ρ9 DETENTION REQUIRED: 101,100 (CF) DETENTION PROVIDED: 115,200 (CF) ΟΝΜΧ 3 ΥΝΚΤΛ∆Ρ9 DETENTION REQUIRED: 212,600 (CF)* DETENTION PROVIDED: 63,400 (CF) *3.19 (AF) 138,900 (CF) STORED IN WEYERHAEUSER POND ΟΝΜΧ 4 ΥΝΚΤΛ∆Ρ9 ΣΞΟΗΒ≅Κ ΕΗΘ∆ ΣΘΤΒϑ ΛΝΥ∆Λ∆ΜΣ ΡΣΤΧΞ µ ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 \A1;30' ς∆Ξ∆ΘΓ≅∆ΤΡ∆Θ ς≅Ξ Ρ2:103/31/2020 12"CP 12"CPRELIEF AIR VAC 12" 12"12"HP G (ABAN?)12"HP G (ABAN?)12"HP G (ABAN?)12"HP G (ABAN?) VALVE RELIEF AIR OH 2 COND3 COND8"AC FORCE MAIN(ABAN?) M 8" A.C. F.M.8" A.C. F.M.8" A.C. F.M.8"AC F.M. 8"AC F.M. 8"AC F.M.12" R.C.P. CULVERTMH's MH 0204 MH WETLAND FA WAS DETERMINED TO NOT BE A WETLAND IN CONJUNCTION WITH THE PLAN APPROVAL FOR THE DAVITA SITE. AAA AAA AAAAAAAAAAAAAAAAAAAAA AAAAAAAAA AAAAAA AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAXFMRE002 E002 AAAAAAAAAAAAAAAAAAAAAAAAAAAAAA AAA AAA AAA AAAAAAAAAAAAAAAAAAAAAAAAAAAAAA201200AAAAAAAAAAAAAAAAAAAAAAAAAAAAAA AAA AAA AAA AAAAAAAAAAAA AAA XFMRE002E002 AAAAAA AAA AAA AAA AAA AAA AAA AAA AAA AAA AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAµ ΡΒ≅Κ∆9 0! < 0 100 1//& 400100 NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.\\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0016\\plots\\process iii\\TR-01.dwg3/31/2020 9:48 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 1/4Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΡΗΜ∆ΡΡ Ο≅ΘϑTREE/VEGETATION RETENTION PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 GR-04 LGB JJH 03/31/2020 ΣΘ,/0 07 07 Χ≅ΣΤΛ9 Μ−Φ−Υ−Χ− 18 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-01 ZONE. THE DEPTH OF THIS BUFFER IS 25' WHEN ABUTTING THE NORTH PROPERTY LINE (OP-1 ZONE) AND 100' WHEN ABUTTING INTERSTATE 5. A GENERAL MAINTENANCE PLAN WILL BE SUBMITTED WITH THE LAND MODIFICATION PERMIT (COMMERCIAL GRADE AND FILL). {NATIVE VEGETATION NOT WITHIN THE MANAGED FOREST BUFFER AND OUTSIDE OF GRADING LIMITS WILL BE LEFT UNDISTURBED.} ΣΘ∆∆ ΟΘ∆Ρ∆ΘΥ≅ΣΗΝΜ MANAGED FOREST BUFFER \A1;100' MANAGED FOREST BUFFER \A1;25' MANAGED FOREST BUFFER ΤΜΧΗΡΣΤΘΑ∆Χ Υ∆Φ∆Σ≅ΣΗΝΜ ΑΤΗΚΧΗΜΦ !0! 5/4+646 ΡΕ ΕΕ<Υ≅ΘΗ∆Ρ 331−27,337−34 ∆ΩΗΡΣΗΜΦ ςΣΒ ΑΤΗΚΧΗΜΦ ΕΕ<326−// ΟΝΜΧ 1 Χ∆Σ∆ΜΣΗΝΜ ΑΤΗΚΧΗΜΦ !1! 13/+744 ΡΕ ΕΕ<Υ≅ΘΗ∆Ρ 31/−17,313−64 ΟΝΜΧ 2 Χ∆Σ∆ΜΣΗΝΜ ΑΤΗΚΧΗΜΦ !2! 014+60/ ΡΕ ΕΕ<Υ≅ΘΗ∆Ρ 311−02,313−4/ ΤΜΧΗΡΣΤΘΑ∆Χ Υ∆Φ∆Σ≅ΣΗΝΜ ΟΝΜΧ 3 Χ∆Σ∆ΜΣΗΝΜ ΟΝΜΧ 4 Χ∆Σ∆ΜΣΗΝΜ ΟΝΜΧ 0 Χ∆Σ∆ΜΣΗΝΜ ΤΜΧΗΡΣΤΘΑ∆Χ Υ∆Φ∆Σ≅ΣΗΝΜ ΤΜΧΗΡΣΤΘΑ∆Χ Υ∆Φ∆Σ≅ΣΗΝΜ ΗΜΣ∆ΘΡΣ≅Σ∆ 4Ρ 225ΣΓ ΡΣ ς∆Ξ∆ΘΓ≅ΤΡ∆Θ ς≅Ξ ΡΣΝΣ≅Κ ΡΗΦΜΗΕΗΒ≅ΜΣ ΣΘ∆∆Ρ ΗΜ ΑΤΗΚΧ≅ΑΚ∆ ≅Θ∆≅ ΝΕ ΟΘΝΙ∆ΒΣ 3+554 Θ∆ΠΤΗΘ∆Χ ΣΘ∆∆ Θ∆Σ∆ΜΣΗΝΜ 0+055 Γ∆≅ΚΣΓΞ ΡΗΦΜΗΕΗΒ≅ΜΣ Ο∆ΘΗΛ∆Σ∆Θ Κ≅ΜΧΡΒ≅Ο∆ ΣΘ∆∆Ρ 473 Γ∆≅ΚΣΓΞ ΡΗΦΜΗΕΗΒ≅ΜΣ ΣΘ∆∆Ρ ΗΜ Λ≅Μ≅Φ∆Χ ΕΝΘ∆ΡΣ 1+081 ΣΝΣ≅Κ Γ∆≅ΚΣΓΞ ΡΗΦΜΗΕΗΒ≅ΜΣ ΣΘ∆∆Ρ Θ∆Σ≅ΗΜ∆Χ ΝΜ ΡΗΣ∆1+665 ΡΤΘΟΚΤΡ ΝΕ ΣΘ∆∆ Θ∆Σ∆ΜΣΗΝΜ Θ∆ΠΤΗΘ∆Λ∆ΜΣ 0+50/ 03/31/2020