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21-100325-Storm Drainage Plan-01-29-2021-V1PIV G AAA AAA AAAAAAAAA E002E002AAAE002 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\\016-0011\\plots\\Construction Plans\\SD-01.dwg1/25/2021 1:35 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 !Α!PARKING AND STORM DRAINAGE PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 SD-01 LGB JJH 01/29/2021 ΡΧ,/0 00 20 APPROVED DATE PERMIT NO. xx-xxxxxx-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 µ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 Know what's below. before you dig.Call R 104+615 ΡΕ 0 ΡΣΝΘΞ < 34& ΓΗΦΓ Λ≅Ω− ΕΕ Υ≅ΘΗ∆Ρ < 282−// , 285−3/ \A1;5.0' CONCRETE SIDEWALK (TYP.) SEE SHEET SD-03 FOR CONTINUATION SEE SHEET SD-02 FOR CONTINUATIONΚΝΝΟ ΘΝ≅Χ(PRIVATE ROAD)ϑ∆Ξ Λ≅Ο NOT TO SCALEAAAAAAAAA AAAAAA AAAAAAAAAAAA AAAAAAAAAAAAAAA AAA AAA AAAAAAAAAAAAAAA E002E002 E002AAAE002 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;8.5' (TYP) \A1;18.0' \A1;18.0' \A1;18.0' \A1;18.0' \A1;18.0' \A1;18.0' \A1;18.0' \A1;18.0' 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 01/29/2021 COS S S PB D AAAAAAAAA AAA AAA 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\\016-0011\\plots\\Construction Plans\\SD-02.dwg1/25/2021 1:46 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 !Α!PARKING AND STORM DRAINAGE PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 SD-02 LGB JJH 01/29/2021 ΡΧ,/1 01 20 APPROVED DATE PERMIT NO. xx-xxxxxx-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 µ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 Know what's below. before you dig.Call R \A1;5.0' CONCRETE SIDEWALK (TYP.) 104+615 ΡΕ 0 ΡΣΝΘΞ < 34& ΓΗΦΓ Λ≅Ω− ΕΕ Υ≅ΘΗ∆Ρ < 282−// , 285−3/ \pxqc;WETLAND DT (CAT. III)SEE SHEET SD-01 FOR CONTINUATIONSEE SHEET SD-04 FOR CONTINUATION ϑ∆Ξ Λ≅Ο NOT TO SCALEAAAAAAAAA AAAAAA AAAAAAAAAAAA AAAAAAAAAAAAAAA AAA AAA AAAAAAAAAAAAAAA E002E002 E002AAAE002 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;8.5' (TYP) \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' 01/29/2021 TTTT AAAAAAAAAAAA AAA AAA E002 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\\016-0011\\plots\\Construction Plans\\SD-03.dwg1/25/2021 1:50 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 !Α!PARKING AND STORM DRAINAGE PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 SD-03 LGB JJH 01/29/2021 ΡΧ,/2 02 20 APPROVED DATE PERMIT NO. xx-xxxxxx-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 µ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 Know what's below. before you dig.Call R 104+615 ΡΕ 0 ΡΣΝΘΞ < 34& ΓΗΦΓ Λ≅Ω− ΕΕ Υ≅ΘΗ∆Ρ < 282−// , 285−3/ \A1;5.0' CONCRETE SIDEWALK (TYP.) SEE SHEET SD-01 FOR CONTINUATION SEE SHEET SD-04 FOR CONTINUATIONΚΝΝΟ ΘΝ≅Χ(PRIVATE ROAD)ϑ∆Ξ Λ≅Ο NOT TO SCALEAAAAAAAAA AAAAAA AAAAAAAAAAAA AAAAAAAAAAAAAAA AAA AAA AAAAAAAAAAAAAAA E002E002 E002AAAE002 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;26.0' \A1;26.0' \A1;8.5' (TYP) \A1;18.0' \A1;18.0'\A1;18.0' \A1;18.0'\A1;18.0' \A1;26.0' \A1;18.0' \A1;26.0' \A1;18.0' \A1;18.0'\A1;18.0' \A1;18.0' SEE SHEET SD-05 FOR CONTINUATION 01/29/2021 SSS AAA AAA AAAAAA AAA AAA AAA AAA AAA 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\\016-0011\\plots\\Construction Plans\\SD-04.dwg1/27/2021 10:48 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 !Α!PARKING AND STORM DRAINAGE PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 SD-04 LGB JJH 01/29/2021 ΡΧ,/3 03 20 APPROVED DATE PERMIT NO. xx-xxxxxx-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 µ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 Know what's below. before you dig.Call R 104+615 ΡΕ 0 ΡΣΝΘΞ < 34& ΓΗΦΓ Λ≅Ω− ΕΕ Υ≅ΘΗ∆Ρ < 282−// , 285−3/ 104+615 ΡΕ 0 ΡΣΝΘΞ < 34& ΓΗΦΓ Λ≅Ω− ΕΕ Υ≅ΘΗ∆Ρ < 282−// , 285−3/ \A1;5.0' CONCRETE SIDEWALK (TYP.) SEE VIEW AT LEFT FOR CONTINUATION SEE SHEET SD-02 FOR CONTINUATION SEE VIEW AT RIGHT FOR CONTINUATION SEE SHEET SD-03 FOR CONTINUATIONϑ∆Ξ Λ≅Ο NOT TO SCALEAAAAAAAAA AAAAAA AAAAAAAAAAAA AAAAAAAAAAAAAAA AAA AAA AAAAAAAAAAAAAAA E002E002 E002AAAE002 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;8.5' (TYP) \A1;18.0' \A1;18.0' \A1;26.0' \A1;18.0' \A1;18.0' \A1;18.0' 01/29/2021 C.B.P P P P AAAAAA AAAΒ,Β 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\\016-0011\\plots\\Construction Plans\\SD-05.dwg1/28/2021 5:00 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 !Α!PARKING AND STORM DRAINAGE PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 SD-05 LGB JJH 01/29/2021 ΡΧ,/4 04 20SEE SHEET SD-04 FOR CONTINUATIONΚΝΝΟ ΘΝ≅Χ(PRIVATE ROAD)\A1;6.0' BENCH \A1;100.0' FORESTED BUFFER \A1;15.0' GRAVEL ACCESS ROAD \A1;6.0' BENCH Β Β \A1;15.0' ACCESS ROAD ΑΑ APPROVED DATE PERMIT NO. xx-xxxxxx-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 Know what's below. before you dig.Call R ϑ∆Ξ Λ≅Ο NOT TO SCALEAAAAAAAAA AAAAAA AAAAAAAAAAAA AAAAAAAAAAAAAAA AAA AAA AAAAAAAAAAAAAAA E002E002 E002AAAE002 SEE SHEET SD-03 FOR CONTINUATION ≅ ≅ 1"= 1"=ΡΒ≅Κ∆9 HORIZ. VERT. 20' 5' ΟΝΜΧ ΒΘΝΡΡ Ρ∆ΒΣΗΝΜ Β,Β 01/29/2021 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\\016-0011\\plots\\Construction Plans\\SD-06.dwg1/28/2021 3:02 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 !Α!POND CROSS SECTIONSWASHINGTONCITY OF FEDERAL WAY1886-001-016 SD-06 LGB JJH 01/29/2021 ΡΧ,/5 05 20 1"= 1"=ΡΒ≅Κ∆9 HORIZ. VERT. 20' 5' STORM POND 2:1100 YEAR 2:1\A1;6' BERM \A1;15' ACCESS ROAD DETENTION REQUIRED: 224,000 (CF) DETENTION PROVIDED: 395,600 (CF) \A1;1' SEDIMENT STORAGE 1"=ΡΒ≅Κ∆9 HORIZ. VERT. 20' 5' \A1;15' ACCESS ROAD \A1;6' BERM STORM POND BOTTOM=373.44 \A1;1' SEDIMENT STORAGE 2:12:12:1100 YEAR EL. = 383.0 EXISTING GROUND 2' TOP OF POND EMBANKMENT FRONT VIEW 3 1 1 3 SYNTHETIC INDUSTRIES 451 SIDE VIEW GEOTEXTILE FABRIC OR EQUIVALENT PER PLAN SPILLWAY OVERFLOW ELEVATION NOT TO SCALE EL. = 384.0 FLOW DIRECTION PER W.S.D.O.T. STD. SPEC. 9-27.3 GABION CRIBBING COMPACT TILL APPROACH \A1;LSD=7.5' EMERGENCY OVERFLOW ELEVATION \A1;LSD=7.5' EMERGENCY OVERFLOW ELEVATION I.E.=374.44\A1;1.5'OVERFLOW EL.=382.00\A1;1/4" 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. xx-xxxxxx-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 Know what's below. before you dig.Call R ΟΝΜΧ ΒΘΝΡΡ Ρ∆ΒΣΗΝΜ ≅,≅ ΟΝΜΧ ΒΘΝΡΡ Ρ∆ΒΣΗΝΜ Α,Α ΟΝΜΧ ΥΝΚΤΛ∆Ρ9 ≅ΘΛΝΘ∆Χ ∆Λ∆ΘΦ∆ΜΒΞ ΡΟΗΚΚς≅Ξ Χ∆Σ≅ΗΚ ∆Ω ΒΑ ∀2 ΕΚΝς ΒΝΜΣΘΝΚ ΡΣΘΤΒΣΤΘ∆ 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 6' ΒΓ≅ΗΜΚΗΜϑ Ε∆ΜΒ∆ Χ∆Σ≅ΗΚ I.E.=374.44\A1;1.5'OVERFLOW EL.=382.00 \A1;0.25" SCALE: 1"=2'\A1;2' MIN2'MINΒΑ ∀34 ΕΚΝς ΒΝΜΣΘΝΚ ΡΣΘΤΒΣΤΘ∆ 1.25" 1.873"379.64 2.716"379.04 2.266" 01/29/2021