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20-101386-Civil Plan-09-11-2020-V2ΡΓ∆∆Σ ΝΕ ∆ΡΛ ΙΝΑ ΜΝ− 0775,//0,/05,//04 οθδοθδχ αξ Υηβηµησξ Λο 340 I:\\ESM-JOBS\\1886\\001\\016-0015\\plots\\Construction Plans\\CV-01.dwg9/10/2020 12:46 PMPlotted:File:Plotted By: Laura Bartenhagen223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4 Ε∆Χ∆Θ≅Κ ς≅Ξ+ ς≅ 87//2 Ογνµδ9 ∋142( 727,5002 N ETRAB .G A RU A 40111ANO R WFOE A SH NGTO N T E R ED SG ENG NEE EFOR P TS SS TA ER N A E G H NOT TO SCALE µ NORTH LAKE LAKE GENEVA LAKE KILARNEY BROOK LAKE HYLEBOS STATE PARK PANTHER LAKE PANTHER LAKE PARK CELEBRATION PARK 5 18 S 348TH ST 99 161 S 336TH ST S 320TH ST S 356TH ST S 342ND ST S 352ND ST SW 330TH ST S 340TH ST S 344TH ST S 343RD ST PACIFIC HWY SS 324TH ST 9TH AV S13TH PL SWEYERHAUSERWY S38TH AV S1ST AV S1ST AV S1ST WY SMILITARY RD SPEASLEY CANYON RDHORIZONTAL CONTROL AND SITE PLANST-01 - ST-03 T.E.S.C. AND GRADING PLANGR-01 - GR-07 οθδοθδχ ενθ 4 - 6 ΒΝΜΡΣΘΤΒΣΗΝΜ ΟΚ≅ΜΡ ενθ ςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !≅! ΡΗΣ∆ Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒ Χ≅Μ≅ ΝΡΣ∆ΜΡΝΜ 7736 ΗΛΟ∆ΘΗ≅Κ ΓΗΦΓς≅Ξ+ ΡΤΗΣ∆ Γ ΧΝςΜ∆Ξ+ Β≅ 8/131 GR-0814 T.E.S.C. AND GRADING NOTES AND DETAILS ΟΘΝΙ∆ΒΣ ΒΝΜΣ≅ΒΣΡ9 {CIVIL ENGINEER }ESM CONSULTING ENGINEERS LAURA BARTENHAGEN, PE, LEED AP 33400 8TH AVE S SUITE #205 FEDERAL WAY, WA 98003 (253) 838-6113 { LANDSCAPE ARCHITECT} ESM CONSULTING ENGINEERS LEANNE KUHLMAN 33400 8TH AVE S SUITE #205 FEDERAL WAY, WA 98003 (253) 838-6113 {GEOTECHNICAL ENGINEER} GEOENGINEERS STEVE HELVEY 1101 FAWCETT AVE SUITE #200 TACOMA, WA 98402 {ARCHITECT }NELSON MIKE SNYDER 1200 FIFTH AVE SUITE #1300 SEATTLE, WA 98101 (206) 720-7001 {OWNER / AGENT} FEDERAL WAY CAMPUS, LLC DANA OSTENSON 8847 IMPERIAL HIGHWAY SUITE H DOWNEY, CA 90242 (310) 722-8972 {WETLAND CONSULTANTS} TALASAEA ASSOCIATES BILL SHIELS / JENNIFER MARRIOTT 15050 BEAR CREEK RD NE WOODINVILLE, WA 98077 (425) 861-7550 {TRANSPORTATION ENGINEER} TENW JEFF SCHRAMM 816 6TH ST S KIRKLAND, WA 98033 (425) 250-0581 Ργδδσ Ηµχδω DESCRIPTIONDRAWING NO.SHEET NO. EXISTING CONDITIONSEX-01 CV-01 COVER SHEET 2 1 SD-0822 POND CROSS SECTIONS SD-01 - SD-0715 - 21 PARKING AND STORM DRAINAGE PLAN DT-01 - DT-0423 - 26 FRONTAGE IMPROVEMENT PLANSFR-01 - FR-04 LANDSCAPE PLANLA-01 - LA-07 27 - 30 31 - 37 DESCRIPTIONDRAWING NO.SHEET NO. COVER SHEETWA-01 SITE WATER PLAN VIEWWA-02 1 2 DESCRIPTIONDRAWING NO.SHEET NO. SANITARY SEWER PLAN VIEW SS-01 SANITARY SEWER PROFILE VIEW SS-02 1 2 Βησξ νε Εδχδθκ ςξ Κϕδγυδµ Τσηκησξ Χηρσθηβσ , ςσδθ Κϕδγυδµ Τσηκησξ Χηρσθηβσ , Ρδϖδθ LEGENDLG-013 SITE WATER PLAN VIEWWA-033 DETAILS & NOTES LANDSCAPE PLAN DETAILS, LEGEND & NOTESLA-08 - LA-1038 - 40 SS-033 SITE WATER PLAN VIEWWA-044 SANITARY SEWER COVER SHEET Know what's below. before you dig.Call R TREE RETENTION PLANTR-0141 IRRIGATION PLANIR-01 - IR-0442 - 45 APPROVED DATE PERMIT NO. 20-101386-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 09/10/2020 %106174+06'48#. $#5+51(*14+<106#.&#67/(GFGTCN9C[9#VJ#XG55WKVG#2146+101(5'%6+10604'9/('&'4#.9#;%#/275..%911&$4+&)'$7+.&+0)#':Ä Know what's R 09/10/2020 #$$4'8+#6+105.')'0&(GFGTCN9C[9#VJ#XG55WKVG('&'4#.9#;%#/275..%911&$4+&)'$7+.&+0)#.)Ä Know what's R 09/10/2020 T P P IR S T T COS W G D COST PB PB PB PB PB PB PB PB PB PB PB PB D PB PB W D D D D D D P PARCEL NO: PORTION 614260-0005 ZONING: CP-1 CONSTRUCTION: UNLIMITED USE: WAREHOUSE AND OFFICE WETLAND FILL AREA = 9,922 SF. PARKING: 257 CAR STALLS (7 ADA ACCESSIBLE), 30 TRAILERS ΡΗΣ∆ Χ≅Σ≅9 TRAILER STALLS: 12'X55' AISLE WIDTH: 26' (TYP) ΟΘΝΙ∆ΒΣ ΡΣ≅ΣΗΡΣΗΒΡ9 114+771 ΡΕ 0 ΡΣΝΘΞ < 34& ΓΗΦΓ Λ≅Ω− ΕΕ Υ≅ΘΗ∆Ρ < 3/0−18 , 3/3−60 N ETRAB .G A RU A 40111ANO R WFOE A SH NGTON T E R ED SG ENG NEE EFOR P TS SS TA ER N A E G H NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME: DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.: PRINT: DATE OF \\\\esm8\\engr\\ESM-JOBS\\1886\\001\\016-0015\\plots\\Construction Plans\\ST-01.dwg9/10/2020 10:04 AMPlotted:File:Plotted By: Laura BartenhagenEVERETTFEDERAL 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 08/26/2020 ΡΣ,/0 3 34 µ {CP-1 CORPORATE PARK-1} USE: GENERAL WAREHOUSE MINIMUM LOT AREA: NONE MAXIMUM LOT COVERAGE: NONE MAXIMUM BUILDING HEIGHT: 6 STORIES ΡΒ≅Κ∆9 0! < 0 25 4/& 10025 (PUBLIC RIGHT OF WAY)(PUBLIC RIGHT OF WAY) (PUBLIC RIGHT OF WAY)(PUBLIC RIGHT OF WAY)Ρ− 225ΣΓ ΡΣΘ∆∆Σ2/ΣΓ ≅Υ∆ΜΤ∆ Ρ− ΚΝΝΟ ΘΝ≅Χ(PRIVATE ROAD)22ΘΧ ΟΚ≅Β∆ Ρ−SECTION 22SECTION 2130.0' EXISTING TELEPHONE EASEMENT 10.0' EXISTING WATER EASEMENT ς∆Ξ∆ Θ Γ ≅ ∆ Τ Ρ ∆ Θ ς ≅ Ξ Ρ − SEE SHEET ST-02 FOR CONTINUATION 20.0' EXISTING INGRESS EGRESS EASEMENT ΒΟ,0 ΒΝΘΟΝΘ≅Σ∆ Ο≅Θϑ,0 CITY OF FEDERAL WAY ZONING ΒΟ,0 ΨΝΜ∆ ΒΝΘΟΝΘ≅Σ∆ Ο≅Θϑ,0 CITY OF FEDERAL WAY ZONING 4420600035 ΟΘΝΙ∆ΒΣ ΡΣ≅ΣΗΡΣΗΒΡ9 \A1;10.0' PROPOSED UTILITY EASEMENT \A1;18.0' \A1;8.5' \A1;18.0' \A1;8.5' \A1;18.0' \A1;8.5' \A1;5.0' CONCRETE SIDEWALK (TYP) \A1;26.0' \A1;18.0' \A1;8.5' \A1;18.0' \A1;8.5' \A1;26.0' \A1;26.0' \A1;55.0' \A1;12.0' \A1;60.0'\A1;70.0'\A1;R=5'\A1;R=40'\A1;R=74'\A1;26.0' \A1;18.0' \A1;8.5' \A1;185.0' \A1;230.1' \A1;R=15' \A1;178.7' \A1;282.2' \A1;113.7' \A1;85.5' \A1;15.0' UTILITY EASEMENT \A1;50.0' FORESTED BUFFER 5.0' PEDESTRIAN PATH \A1;R=1500'ΘΡ 8−5 ΨΝΜ∆ ΘΡ 8−5 ΨΝΜ∆ ΝΟ,0 ΨΝΜ∆ ΝΟ ΨΝΜ∆\A1;R=250'\A1;R=5'\A1;R=5'\A1;R=25'\A1;R=51'\A1;R=20'\A1;R=20' \A1;26.0' \A1;18.0' \A1;8.5' APPROVED DATE PERMIT NO. 20-101386-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 Know what's below. before you dig.Call R 09/10/2020 (GFGTCN9C[9#VJ#XG55WKVG#2146+101(5'%6+10604'9/('&'4#.9#;%#/275..%911&$4+&)'$7+.&+0)#56Ä Know what's R 09/10/2020 (GFGTCN9C[9#VJ#XG55WKVG#2146+101(5'%6+10604'9/('&'4#.9#;%#/275..%911&$4+&)'$7+.&+0)#56Ä Know what's R 09/10/2020 %106174+06'48#.(GFGTCN9C[9#VJ#XG55WKVG#2146+101(5'%6+10604'9/('&'4#.9#;%#/275..%911&$4+&)'$7+.&+0)#)4Ä 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. Know what's R 09/10/2020 %106174+06'48#.(GFGTCN9C[9#VJ#XG55WKVG#2146+101(5'%6+10604'9/('&'4#.9#;%#/275..%911&$4+&)'$7+.&+0)#)4Ä x x x Know what's R 09/10/2020 %106174+06'48#.(GFGTCN9C[9#VJ#XG55WKVG#2146+101(5'%6+10604'9/('&'4#.9#;%#/275..%911&$4+&)'$7+.&+0)#)4Ä Know what's R 09/10/2020 %106174+06'48#.(GFGTCN9C[9#VJ#XG55WKVG#2146+101(5'%6+10604'9/('&'4#.9#;%#/275..%911&$4+&)'$7+.&+0)#)4Ä Know what's R 09/10/2020 %106174+06'48#.(GFGTCN9C[9#VJ#XG55WKVG#2146+101(5'%6+10604'9/('&'4#.9#;%#/275..%911&$4+&)'$7+.&+0)#)4Ä Know what's R 09/10/2020 %106174+06'48#.(GFGTCN9C[9#VJ#XG55WKVG#2146+101(5'%6+10604'9/('&'4#.9#;%#/275..%911&$4+&)'$7+.&+0)#)4Ä Know what's R 09/10/2020 %106174+06'48#.(GFGTCN9C[9#VJ#XG55WKVG#2146+101(5'%6+10604'9/('&'4#.9#;%#/275..%911&$4+&)'$7+.&+0)#)4Ä Know what's R 09/10/2020 (GFGTCN9C[9#VJ#XG55WKVG#2146+101(5'%6+10604'9/('&'4#.9#;%#/275..%911&$4+&)'$7+.&+0)#)4Ä ” Know what's R 09/10/2020 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 RED 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.dwg9/10/2020 11:20 AMPlotted:File:Plotted By: Laura BartenhagenEVERETTFEDERAL 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 08/26/2020 ΡΧ,/0 04 34 SEE SHEET SD-03 FOR CONTINUATION SEE SHEET SD-02 FOR CONTINUATIONΚΝΝΟ ΘΝ≅Χ(PRIVATE ROAD)\A1;50.0' FORESTED BUFFER \A1;13.4' R/W DEDICATION \A1;5.0' CONCRETE SIDEWALK (TYP.) \A1;10.0' PROPOSED UTILITY EASEMENT ϑ∆Ξ Λ≅Ο NOT TO SCALE ΜΝΣ∆Ρ 1. SEE SHEET DT-01 THRU DT-03 FOR DETAILS. 2. COORDINATE S.D.C.O. INVERTS ELEVATIONS WITH BUILDING MECHANICAL CONTRACTOR. ϑ∆Ξ ΜΝΣ∆Ρ - CEMENT CONCRETE SIDEWALK W/ INTEGRAL CURB - EXTRUDED CEMENT CONC. OR ASPHALT CURB - PAVEMENT SECTION - CONCRETE, HEAVY LOAD AREA - CEMENT CONCRETE SIDEWALK - CEMENT CONCRETE CURB \A1;18.0'\A1;18.0'\A1;18.0' \A1;18.0'\A1;18.0'\A1;18.0' \A1;18.0' \A1;18.0' \A1;18.0'\A1;18.0' \A1;18.0' \A1;18.0' \A1;26.0' \A1;26.0' \A1;26.0' \A1;18.0' \A1;8.5' (TYP) APPROVED DATE PERMIT NO. 20-101386-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 Know what's below. before you dig.Call R 09/10/2020 %106174+06'48#.(GFGTCN9C[9#VJ#XG55WKVG#2146+101(5'%6+10604'9/('&'4#.9#;%#/275..%911&$4+&)'$7+.&+0)#5&Ä Know what's R 09/10/2020 %106174+06'48#.(GFGTCN9C[9#VJ#XG55WKVG#2146+101(5'%6+10604'9/('&'4#.9#;%#/275..%911&$4+&)'$7+.&+0)#5&Ä Know what's R 09/10/2020 AAA µ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 (PUBLIC RIGHT OF WAY)ς∆Ξ∆ΘΓ≅∆ΤΡ∆Θ ς≅Ξ Ρ−N ETRAB .G A RU A 40111ANO R WFOE A SH NGTO N T E R ED SG ENG NEE EFOR P TS SS TA ER N A E G H 114+771 ΡΕ 0 ΡΣΝΘΞ < 34& ΓΗΦΓ Λ≅Ω− ΕΕ Υ≅ΘΗ∆Ρ < 3/0−18 , 3/3−60 NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME: DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.: PRINT: DATE OF \\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0015\\plots\\construction plans\\SD-04.dwg9/10/2020 12:18 PMPlotted:File:Plotted By: Laura BartenhagenEVERETTFEDERAL 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 08/26/2020 ΡΧ,/3 07 34 SEE SHEET SD-02 FOR CONTINUATION \A1;5.0' CONCRETE SIDEWALK (TYP) ϑ∆Ξ Λ≅Ο NOT TO SCALE SEE SHEET SD-05 FOR CONTINUATION \A1;50.0' FORESTED BUFFER WETLAND DR (CAT. III) ΜΝΣ∆Ρ 1. SEE SHEET DT-01 THRU DT-03 FOR DETAILS. 2. COORDINATE S.D.C.O. INVERTS ELEVATIONS WITH BUILDING MECHANICAL CONTRACTOR. ϑ∆Ξ ΜΝΣ∆Ρ - CEMENT CONCRETE SIDEWALK W/ INTEGRAL CURB - EXTRUDED CEMENT CONC. OR ASPHALT CURB - PAVEMENT SECTION - CONCRETE, HEAVY LOAD AREA \A1;55.0' \A1;18.0' \A1;18.0' \A1;18.0' - CEMENT CONCRETE SIDEWALK - CEMENT CONCRETE CURB - HEAVY DUTY CEMENT CONCRETE IN PAVEMENT AREA APPROVED DATE PERMIT NO. 20-101386-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 Know what's below. before you dig.Call R 09/10/2020 GAS XFMRµ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020(PUBLIC RIGHT OF WAY)ς∆Ξ∆ΘΓ≅∆ΤΡ∆Θ ς≅Ξ Ρ−N ETRAB .G A RU A 40111ANO R WFOE A SH NGTO N T E R ED SG 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-05.dwg9/10/2020 12:38 PMPlotted:File:Plotted By: Laura BartenhagenEVERETTFEDERAL 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 08/26/2020 ΡΧ,/4 08 34SEE SHEET SD-03 FOR CONTINUATION\A1;5.0' CONCRETE SIDEWALK (TYP) ϑ∆Ξ Λ≅Ο NOT TO SCALE SEE SHEET SD-04 FOR CONTINUATION \A1;50.0' FORESTED BUFFER SEE SHEET SD-06 FOR CONTINUATION \A1;15.0' STORM DRAINAGE EASEMENT\A1;EX. 30.0' TELEPHONE EASEMENT WETLAND DT (CAT. III) ΜΝΣ∆Ρ 1. SEE SHEET DT-01 THRU DT-03 FOR DETAILS. 2. COORDINATE S.D.C.O. INVERTS ELEVATIONS WITH BUILDING MECHANICAL CONTRACTOR. ϑ∆Ξ ΜΝΣ∆Ρ \A1;18.0'\A1;18.0'\A1;18.0' \A1;26.0' \A1;18.0' \A1;18.0' - CEMENT CONCRETE SIDEWALK W/ INTEGRAL CURB - EXTRUDED CEMENT CONC. OR ASPHALT CURB - PAVEMENT SECTION - CONCRETE, HEAVY LOAD AREA - CEMENT CONCRETE SIDEWALK - CEMENT CONCRETE CURB ΟΚ≅Μ ΥΗ∆ς ΒΑ ∀03 ΕΚΝς ΡΟΚΗΣΣ∆Θ NOT TO SCALE SCALE: 1"=2' Ρ∆ΒΣΗΝΜ ≅,≅ NOT TO SCALE ≅ ≅ 12"%%C INLET PIPE \pxqc;12"%%C OUTLET PIPE \A1;MIN. 2.0' \A1;MIN. 6" \A1;MIN. 1.0' EL=395.21 APPROVED DATE PERMIT NO. 20-101386-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 Know what's below. before you dig.Call R 09/10/2020 %106174+06'48#.(GFGTCN9C[9#VJ#XG55WKVG#2146+101(5'%6+10604'9/('&'4#.9#;%#/275..%911&$4+&)'$7+.&+0)#5&Ä Know what's R 09/10/2020 %106174+06'48#.(GFGTCN9C[9#VJ#XG55WKVG#2146+101(5'%6+10604'9/('&'4#.9#;%#/275..%911&$4+&)'$7+.&+0)#5&Ä Know what's R 09/10/2020 210&#Ä# 210&$Ä$(GFGTCN9C[9#VJ#XG55WKVG#2146+101(5'%6+10604'9/('&'4#.9#;%#/275..%911&$4+&)'$7+.&+0)#5&Ä Know what's R 09/10/2020 (GFGTCN9C[9#VJ#XG55WKVG#2146+101(5'%6+10604'9/('&'4#.9#;%#/275..%911&$4+&)'$7+.&+0)#&6Ä Know what's R 09/10/2020 (GFGTCN9C[9#VJ#XG55WKVG#2146+101(5'%6+10604'9/('&'4#.9#;%#/275..%911&$4+&)'$7+.&+0)#&6Ä Know what's R 09/10/2020 (GFGTCN9C[9#VJ#XG55WKVG#2146+101(5'%6+10604'9/('&'4#.9#;%#/275..%911&$4+&)'$7+.&+0)#&6Ä Know what's R 09/10/2020 (Ä((GFGTCN9C[9#VJ#XG55WKVG#2146+101(5'%6+10604'9/('&'4#.9#;%#/275..%911&$4+&)'$7+.&+0)#&6Ä SCALE: 1"=5' 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 CURB RAMP #9 SPOT ELEVATION CHART POINT ELEVATION A 403.04 (@ FL) B 403.05 (@ FL) C 403.49 D 403.50 B C D A B C D Know what's R 09/10/2020 %106174+06'48#.(GFGTCN9C[9#VJ#XG55WKVG#2146+101(5'%6+10604'9/('&'4#.9#;%#/275..%911&$4+&)'$7+.&+0)#(4Ä CURB RAMP #1 SPOT ELEVATION CHART POINT ELEVATION A 388.79 (@ FL) B 388.90 (@ FL) C 388.96 (@ FL) D 389.07 (@ FL) E 389.29 F 389.57 G 389.41 H 389.35 I 389.41 J 389.69 K 389.57 L 389.47 M 389.53 N 389.85 CURB RAMP DETAIL #1 SCALE: 1"=5' A B C D E F K N L M G H J I CURB RAMP #2 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 #2 SCALE: 1"=5' A B C D F E G H CURB RAMP DETAIL #3 SCALE: 1"=5' CURB RAMP #3 SPOT ELEVATION CHART POINT ELEVATION A 385.97 (@ FL) B 386.29 (@ FL) C 386.42 D 386.58 A B C D Know what's R 09/10/2020 %106174+06'48#.(GFGTCN9C[9#VJ#XG55WKVG#2146+101(5'%6+10604'9/('&'4#.9#;%#/275..%911&$4+&)'$7+.&+0)#(4Ä CURB RAMP #4 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 #4 SCALE: 1"=5' A B C D E F G JHI K L M N CURB RAMP #5 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' C DAB FE G K J NLM H I Know what's R 09/10/2020 %106174+06'48#.(GFGTCN9C[9#VJ#XG55WKVG#2146+101(5'%6+10604'9/('&'4#.9#;%#/275..%911&$4+&)'$7+.&+0)#(4Ä CURB RAMP #6 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 #6 SCALE: 1"=5' A B C DF E G CURB RAMP #7 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 #7 SCALE: 1"=5' H A E B C D F G H Know what's R CURB RAMP #8 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 A B C D E F J I H G A B D C E F G H I J CURB RAMP #9 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 CURB RAMP DETAIL #8 SCALE: 1"=5' CURB RAMP DETAIL #9 SCALE: 1"=5' 09/10/2020 %106174+06'48#.(GFGTCN9C[9#VJ#XG55WKVG#2146+101(5'%6+10604'9/('&'4#.9#;%#/275..%911&$4+&)'$7+.&+0)#(4Ä Know what's R CURB RAMP #10 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 #10 SCALE: 1"=5' B C D E F G H I J CURB RAMP #11 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 #11 SCALE: 1"=5' A B C D E F G H I J 09/10/2020 (GFGTCN9C[9#VJ#XG55WKVG#2146+101(5'%6+10604'9/('&'4#.9#;%#/275..%911&$4+&)'$7+.&+0)#.#Ä %106174+06'48#. Know what's R 09/10/2020 %106174+06'48#.(GFGTCN9C[9#VJ#XG55WKVG#2146+101(5'%6+10604'9/('&'4#.9#;%#/275..%911&$4+&)'$7+.&+0)#.#Ä – – Know what's R 09/10/2020 %106174+06'48#.(GFGTCN9C[9#VJ#XG55WKVG#2146+101(5'%6+10604'9/('&'4#.9#;%#/275..%911&$4+&)'$7+.&+0)#.#Ä Know what's R 09/10/2020 %106174+06'48#.(GFGTCN9C[9#VJ#XG55WKVG#2146+101(5'%6+10604'9/('&'4#.9#;%#/275..%911&$4+&)'$7+.&+0)#.#Ä Know what's R 09/10/2020 %106174+06'48#.(GFGTCN9C[9#VJ#XG55WKVG#2146+101(5'%6+10604'9/('&'4#.9#;%#/275..%911&$4+&)'$7+.&+0)#.#Ä Know what's R 09/10/2020 %106174+06'48#.(GFGTCN9C[9#VJ#XG55WKVG#2146+101(5'%6+10604'9/('&'4#.9#;%#/275..%911&$4+&)'$7+.&+0)#.#Ä Know what's R 09/10/2020 %106174+06'48#.(GFGTCN9C[9#VJ#XG55WKVG#2146+101(5'%6+10604'9/('&'4#.9#;%#/275..%911&$4+&)'$7+.&+0)#.#Ä Know what's R 09/10/2020 (GFGTCN9C[9#VJ#XG55WKVG('&'4#.9#;%#/275..%911&$4+&)'$7+.&+0)#.#Ä Know what's R 09/10/2020 (GFGTCN9C[9#VJ#XG55WKVG('&'4#.9#;%#/275..%911&$4+&)'$7+.&+0)#.#Ä .#4)'0#6+8'64''5Know what's R 09/10/2020 (GFGTCN9C[9#VJ#XG55WKVG#2146+101(5'%6+10604'9/('&'4#.9#;%#/275..%911&$4+&)'$7+.&+0)#.#Ä 09/10/2020 %106174+06'48#.(GFGTCN9C[9#VJ#XG55WKVG#2146+101(5'%6+10604'9/('&'4#.9#;%#/275..%911&$4+&)'$7+.&+0)#64Ä Know what's R 09/10/2020 (GFGTCN9C[9#VJ#XG55WKVG#2146+101(5'%6+10604'9/('&'4#.9#;%#/275..%911&$4+&)'$7+.&+0)#+4Ä %106174+06'48#. Know what's R 09/10/2020 %106174+06'48#.(GFGTCN9C[9#VJ#XG55WKVG#2146+101(5'%6+10604'9/('&'4#.9#;%#/275..%911&$4+&)'$7+.&+0)#+4Ä Know what's R 09/10/2020 %106174+06'48#.(GFGTCN9C[9#VJ#XG55WKVG#2146+101(5'%6+10604'9/('&'4#.9#;%#/275..%911&$4+&)'$7+.&+0)#+4Ä Know what's R 09/10/2020 (GFGTCN9C[9#VJ#XG55WKVG('&'4#.9#;%#/275..%911&$4+&)'$7+.&+0)#+4Ä Know what's R 09/10/2020