21-100325-Storm Drainage Plan-01-29-2021-V1PIV
G
AAA
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N
ETRAB
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A
RU
A
40111ANO
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N
T E R ED
SG
ENG
NEE
EFOR
P
TS
SS
TA
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N
A
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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 WorksΕδχδθκ ςξ+ 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 WorksΕδχδθκ ςξ+ 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 WorksΕδχδθκ ςξ+ 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
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AAA
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AAA
AAA
AAA
AAA
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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 WorksΕδχδθκ ςξ+ 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 WorksΕδχδθκ ςξ+ 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
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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 WorksΕδχδθκ ςξ+ 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