20-101386-Storm Drainage Plan-04-09-2020-V1µ
ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1&
ΡΒ≅Κ∆9 0! <
0 10
1/&
4020
(PUBLIC RIGHT OF WAY)
ς∆Ξ
∆
Θ
Γ
≅
∆
Τ
Ρ
∆
Θ
ς
≅
Ξ
Ρ
−
N
ETRAB
.G
A
RU
A
40111ANO
R
WFOE
A SH NGTON
T E R ED
SG
EN G
NEE
EFOR
P
TS
SS
TA
ER
N
A
E
G
H
114+771 ΡΕ
0 ΡΣΝΘΞ < 34& ΓΗΦΓ Λ≅Ω−
ΕΕ Υ≅ΘΗ∆Ρ
< 3/0−18 , 3/3−60
NO.DESCRIPTION/DATE BY
REVISIONS
DWG. NAME:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
OF SHEETS
JOB NO.:
PRINT:
DATE OF
\\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0015\\plots\\construction plans\\SD-01.dwg3/20/2020 8:34 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 !≅!PARKING AND STORM DRAINAGE PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016
SD-01
LGB
JJH
03/23/2020
ΡΧ,/0
04 33
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
- PERVIOUS CEMENT CONCRETE SIDEWALK
- 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)
03/20/2020
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 NGTON
T E R ED
SG
E NG
NEE
EFOR
P
TS
SS
TA
ER
N
A
E
G
H
114+771 ΡΕ
0 ΡΣΝΘΞ < 34& ΓΗΦΓ Λ≅Ω−
ΕΕ Υ≅ΘΗ∆Ρ
< 3/0−18 , 3/3−60
NO.DESCRIPTION/DATE BY
REVISIONS
DWG. NAME:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
OF SHEETS
JOB NO.:
PRINT:
DATE OF
\\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0015\\plots\\construction plans\\SD-02.dwg3/20/2020 8:19 AMPlotted:File:Plotted By: Greg FedoreEVERETTFEDERAL WAYΒ Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ ΡΚ Κ ΒCivil EngineeringProject ManagementLand SurveyingLandscape ArchitectureLand Planningwww.esmcivil.com(253) 838-6113(425) 297-9900Public 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 !≅!PARKING AND STORM DRAINAGE PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016
SD-02
LGB
JJH
03/23/2020
ΡΧ,/1
05 33
SEE SHEET SD-04 FOR CONTINUATIONSEE SHEET SD-01 FOR CONTINUATION\A1;5.0' CONCRETE SIDEWALK (TYP.)
ϑ∆Ξ Λ≅Ο
NOT TO SCALE
(PUBLIC RIGHT OF WAY)ς∆Ξ∆ΘΓ≅∆ΤΡ∆Θ ς≅Ξ Ρ−\pxqc;WETLAND DQ (CAT. III)
\A1;50.0' FORESTED BUFFER
\A1;18.0'
\A1;26.0'
\A1;18.0'
\A1;55.0'
ΜΝΣ∆Ρ
1. SEE SHEET DT-01 THRU DT-03 FOR DETAILS.
2. COORDINATE S.D.C.O. INVERTS ELEVATIONS WITH BUILDING
MECHANICAL CONTRACTOR.
ϑ∆Ξ ΜΝΣ∆Ρ
- CEMENT CONCRETE SIDEWALK W/ INTEGRAL
CURB
- EXTRUDED CEMENT CONC. OR ASPHALT CURB
- PAVEMENT SECTION
- CONCRETE, HEAVY LOAD AREA
- PERVIOUS CEMENT CONCRETE SIDEWALK
- CEMENT CONCRETE SIDEWALK
- CEMENT CONCRETE CURB
- HEAVY DUTY CEMENT CONCRETE IN PAVEMENT
AREA
03/20/2020
TT
µ
ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1&
ΡΒ≅Κ∆9 0! <
0 10
1/&
4020
N
ETRAB
.G
A
RU
A
40111ANO
R
WFOE
A SH NGTON
T E R ED
SG
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-03.dwg3/19/2020 8:11 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 !≅!PARKING AND STORM DRAINAGE PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016
SD-03
LGB
JJH
03/23/2020
ΡΧ,/2
06 33SEE SHEET VIEW AT RIGHT FOR CONTINUATIONΚΝΝΟ ΘΝ≅Χ(PRIVATE ROAD)\A1;5.0' CONCRETE SIDEWALK (TYP)
ϑ∆Ξ Λ≅Ο
NOT TO SCALE
SEE SHEET SD-01 FOR CONTINUATION
SEE SHEET VIEW AT LEFT FOR CONTINUATION
SEE SHEET SD-05 FOR CONTINUATION\A1;10.0' PROPOSED UTILITY EASEMENT
\A1;5.0' CONCRETE SIDEWALK (TYP)
114+771 ΡΕ
0 ΡΣΝΘΞ < 34& ΓΗΦΓ Λ≅Ω−
ΕΕ Υ≅ΘΗ∆Ρ
< 3/0−18 , 3/3−60
ΚΝΝΟ ΘΝ≅Χ(PRIVATE ROAD)\A1;10.0' PROPOSED UTILITY EASEMENT
ΜΝΣ∆Ρ
1. SEE SHEET DT-01 THRU DT-03 FOR DETAILS.
2. COORDINATE S.D.C.O. INVERTS ELEVATIONS WITH BUILDING
MECHANICAL CONTRACTOR.
ϑ∆Ξ ΜΝΣ∆Ρ
- CEMENT CONCRETE SIDEWALK W/ INTEGRAL CURB
- EXTRUDED CEMENT CONC. OR ASPHALT CURB
- PAVEMENT SECTION
- CONCRETE, HEAVY LOAD AREA
- PERVIOUS CEMENT CONCRETE SIDEWALK
\A1;18.0'\A1;18.0'
\A1;18.0'\A1;18.0'\A1;26.0'
\A1;18.0'\A1;18.0'\A1;26.0'
\A1;18.0'\A1;18.0'\A1;26.0'
\A1;18.0'\A1;26.0'
\A1;18.0'\A1;26.0'
\A1;18.0'\A1;26.0'
\A1;18.0'\A1;26.0'
\A1;18.0'\A1;26.0'
\A1;18.0'
\A1;18.0'
\A1;26.0'
\A1;18.0'
\A1;26.0'
\A1;18.0'
\A1;18.0'
03/20/2020
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 NGTON
T E R ED
SG
ENG
NEE
EFOR
P
TS
SS
TA
ER
N
A
E
G
H
114+771 ΡΕ
0 ΡΣΝΘΞ < 34& ΓΗΦΓ Λ≅Ω−
ΕΕ Υ≅ΘΗ∆Ρ
< 3/0−18 , 3/3−60
NO.DESCRIPTION/DATE BY
REVISIONS
DWG. NAME:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
OF SHEETS
JOB NO.:
PRINT:
DATE OF
\\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0015\\plots\\construction plans\\SD-04.dwg3/20/2020 8:10 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 !≅!PARKING AND STORM DRAINAGE PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016
SD-04
LGB
JJH
03/23/2020
ΡΧ,/3
07 33
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
- PERVIOUS CEMENT CONCRETE SIDEWALK
\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
03/20/2020
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
ENG
NEE
EFOR
P
TS
SS
TA
ER
N
A
E
G
H
114+771 ΡΕ
0 ΡΣΝΘΞ < 34& ΓΗΦΓ Λ≅Ω−
ΕΕ Υ≅ΘΗ∆Ρ
< 3/0−18 , 3/3−60
NO.DESCRIPTION/DATE BY
REVISIONS
DWG. NAME:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
OF SHEETS
JOB NO.:
PRINT:
DATE OF
\\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0015\\plots\\construction plans\\SD-05.dwg3/20/2020 7:56 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 !≅!PARKING AND STORM DRAINAGE PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016
SD-05
LGB
JJH
03/23/2020
ΡΧ,/4
08 33SEE 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 EF
(CAT. III)
WETLAND EC
(CAT. III)
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
- PERVIOUS CEMENT CONCRETE
SIDEWALK
- 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
03/20/2020
P
P
µ
ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1&
ΡΒ≅Κ∆9 0! <
0 10
1/&
4020
N
ETRAB
.G
A
RU
A
40111ANO
R
WFOE
A SH NGTON
T E R ED
SG
EN G
NEE
EFOR
P
TS
SS
TA
ER
N
A
E
G
H
NO.DESCRIPTION/DATE BY
REVISIONS
DWG. NAME:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
OF SHEETS
JOB NO.:
PRINT:
DATE OF
\\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0015\\plots\\construction plans\\SD-06.dwg3/20/2020 7:41 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 !≅!PARKING AND STORM DRAINAGE PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016
SD-06
LGB
JJH
03/23/2020
ΡΧ,/5
1/33
SEE SHEET SD-05 FOR CONTINUATION
SEE VIEW AT RIGHT FOR CONTINUATION
SEE VIEW AT LEFT FOR CONTINUATION
SEE SHEET GR-07 FOR CONTINUATIONϑ∆Ξ Λ≅Ο
NOT TO SCALE
\A1;15.0' STORM DRAINAGE EASEMENT \A1;15.0' STORM DRAINAGE EASEMENT
\A1;100.0' FORESTED BUFFER
\A1;100.0' FORESTED BUFFER
ΡΣ≅
Σ
∆
Θ
Ν
Τ
Σ
∆ 07
\A1;EX. 30.0' TELEPHONE EASEMENT
\A1;EX. 15.0' SANITARY SEWER EASEMENT
ΜΝΣ∆Ρ
1. SEE SHEET DT-01 THRU DT-03 FOR DETAILS.
2. COORDINATE S.D.C.O. INVERTS ELEVATIONS WITH BUILDING
MECHANICAL CONTRACTOR.
03/20/2020
C.B.C.B.P
P
P
P
P
µ
ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1&
ΡΒ≅Κ∆9 0! <
0 10
1/&
4020
N
ETRAB
.G
A
RU
A
40111ANO
R
WFOE
A SH NGTON
T E R ED
SG
ENG
NEE
EFOR
P
TS
SS
TA
ER
N
A
E
G
H
NO.DESCRIPTION/DATE BY
REVISIONS
DWG. NAME:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
OF SHEETS
JOB NO.:
PRINT:
DATE OF
\\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0015\\plots\\construction plans\\SD-07.dwg3/20/2020 7:21 AMPlotted:File:Plotted By: Jeff HiivaEVERETTFEDERAL WAYΒ Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ ΡΚ Κ ΒCivil EngineeringProject ManagementLand SurveyingLandscape ArchitectureLand Planningwww.esmcivil.com(253) 838-6113(425) 297-9900Public 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 !≅!PARKING AND STORM DRAINAGE PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016
SD-07
LGB
JJH
03/23/2020
ΡΧ,/6
10 33SEE SHEET GR-06 FOR CONTINUATIONϑ∆Ξ Λ≅Ο
NOT TO SCALEΚΝΝΟ ΘΝ≅Χ(PRIVATE ROAD)\A1;15.0' ACCESS ROAD
\A1;6.0' BENCH
\A1;100.0' FORESTED BUFFER
\A1;15.0' TEMPORARY GRAVEL ACCESS ROAD
\A1;6.0' BENCH
\A1;10.0' PROPOSED POWER EASEMENT
≅
≅ΑΑ
03/20/2020