21-104105-SU-Plan Set-11-21-22ΣςΗΜ ΣΘ≅ΗΚΡ
ΡΓ∆∆Σ ΝΕ
∆ΡΛ ΙΝΑ ΜΝ− 0502,//2,/1/
οθδοθδχ αξ
οθδοθδχ ενθ
ενθ
ΟΘΝΡΟ∆ΒΣ Χ∆Υ∆ΚΝΟΛ∆ΜΣ
11802 4ΣΓ ≅Υ∆ Μ∆+ ΡΤΗΣ∆ ∀1/0
ΟΘ∆ΚΗΛΗΜ≅ΘΞ ΟΚ≅Σ
Υηβηµησξ Λο
SIGHT DISTANCE ANALYSIS
PRELIMINARY UTILITIES PLAN
EXISTING CONDITIONS PLAN
PRELIMINARY GRADING PLAN
Ργδδσ Ηµχδω
COVER SHEET
DESCRIPTION
020
PP-066
PP-05
DRAWING NO.
5
4
3
2
SHEET NO.
1
PP-04
PP-03
PP-02
PP-01
\\\\esm8\\ENGR\\ESM-JOBS\\1316\\003\\020\\P-plat\\Plots\\PP-01.dwg11/17/2022 2:17 PMPlotted:File:Plotted By: Hugo Farias223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4
Ε∆Χ∆Θ≅Κ ς≅Ξ+ ς≅ΡΓΗΜΦΣΝΜ 87//2
Ογνµδ9 ∋142( 727,5002
GROSS PLAT AREA: 9.28 AC (404,335 SF)
RIGHT-OF-WAY
DEDICATION: 1.58 AC (68,624 SF)
PUBLIC PURPOSE LANDS:
TRACTS A, B, C, D, E,
F, G, 0.80 AC (35,054 SF)
ACCESS EASEMENTS 0.10 AC (4,404 SF)
NET PLAT AREA: 6.80 AC (296,253 SF)
ΡΗΣ∆ Χ≅Σ≅
SITE ADDRESS: 1605 SW 341ST PL
FEDERAL WAY, WA 98023
PARCEL NUMBERS: 242103-9051
PORTION OF 242103-9008
SITE AREA: 9.28 AC (404,335 SF)
{
}EXISTING USE: VACANT/SINGLE-FAMILY
PROPOSED USE: 38 SINGLE-FAMILY LOTS
ZONING: RS7.2
MIN. LOT SIZE: 7,200 SF
SETBACKS:
FRONT: 20'
REAR: 5'
SIDE: 5'
SIDE (CORNER): 10'
BUILDING HEIGHT: 30' ABE
MAX. LOT COVERAGE: 60%
SEWER: LAKEHAVEN UTILITY DISTRICT
WATER: LAKEHAVEN UTILITY DISTRICT
POWER: PUGET SOUND ENERGY
GAS: PUGET SOUND ENERGY
TELEPHONE: CENTURY LINK
FIRE: SOUTH KING FIRE AND RESCUE
SCHOOL: FEDERAL WAY SCHOOL DISTRICT #210
PROSPECT DEVELOPMENT
22913 5TH AVE NE, STE 201
PUYALLUP, WA 98372
(206) 276-7526
CONTACT: CLAY LOOMIS
ΤΣΗΚΗΣΞ ΟΘΝΥΗΧ∆ΘΡ
ESM CONSULTING ENGINEERS, LLC
33400 8TH AVE S, STE 205
FEDERAL WAY, WA 98003
(253) 838-6113
CONTACT: BRANDON LOUCKS, P.E.
CONTACT: ZACK LENNON, P.L.S
∆ΜΦΗΜ∆∆Θ.ΟΚ≅ΜΜ∆Θ.ΡΤΘΥ∆ΞΝΘ≅ΟΟΚΗΒ≅ΜΣ. ΝςΜ∆Θ
Χ∆Υ∆ΚΝΟΛ∆ΜΣ ΡΣ≅ΜΧ≅ΘΧΡ ∋ΘΡ 6−1(
ΟΘΝΙ∆ΒΣ ΡΣ≅ΣΗΡΣΗΒΡ
SOUNDVIEW CONSULTANTS LLC
2907 HARBORVIEW DR, STE D
GIG HARBOR, WA 98335
CONTACT: JON PICKETT
ς∆ΣΚ≅ΜΧ ΑΗΝΚΝΦΗΡΣ
EARTH SOLUTIONS NW, LLC
15365 NE 90TH ST, STE 100
REDMOND, WA 98052
(425) 449-4704
CONTACT: SCOTT RIEGEL, L.G.
Φ∆ΝΣ∆ΒΓΜΗΒ≅Κ
∆ΜΦΗΜ∆∆Θ
ESM CONSULTING ENGINEERS, LLC
33400 8TH AVE S, STE 205
FEDERAL WAY, WA 98003
(253) 838-6113
CONTACT: LEANNE KUHLMAN
Κ≅ΜΧΡΒ≅Ο∆ ≅ΘΒΓΗΣ∆ΒΣ
µ21st AVE. S.W.18
5
ST.320thS.W.
ST.348thS.
99
99 HIGHWAYPACIFIC49th AVE. N.E.340th ST.
S.W.
336thS.W.
TACOMAPIERCE COUNTYKING COUNTYST.
MALL
SEA-TAC
DR.VIEWMARINE PARKWAY
NORTHSHORE
N.E.
ST.51st
509
CITY OF
509
COMMENCEMENT BAY
PUGET SOUND
ΡΗΣ∆HOYT RD SWΟΤΞ≅ΚΚΤΟ+ ς≅ 87261
∋1/5( 165,6415
ΒΝΜΣ≅ΒΣ9 ΙΤΡΣΗΜ ΓΝΚΚ≅ΜΧ
PP-07 - PP-107 - 10
ER
T
S
ES
OF
R
P
S
T A
N
O N A NEG
T
NO
50085
G S ERTE
D
E FO HWSA
GN
R
EE
11
12
13
PP-12
PP-11
PP-13 PRELIMINARY LANDSCAPE PLAN
PRELIMINARY 344TH ST CONNECTION PROFILE
POND DETAILS
ΕΗΚ∆ ∀10,0/30/4,ΡΤ % 10,0/30/5,Ρ∆
11/18/2022
W
PB
COS
CO
COS
PB
S
S
PB
S S
PB
COSCOCOS
PB
S
PB
PB
S
IR
PB
S
S
D
S
P
GRAVELCONCRETE WALK6' IRON FENCE4' IRON FENCE
FENCE POST
WITH SINGLE CHAIN
GRAVEL DRIVEWAY
COVEREDCARPORTGRAVELWIRE FENCE
GRAVELCONCRETE
6' BOARD FENCEASPHALT
WIRE FENCED6' BOARD FENCEWIRE FENCEWIRE FENCEWIRE FENCEWIRE FENCEWIRE FENCECONCRETE WALKASPHALTASPHALT
ASPHALT
ASPHALTASPHALT6' BOARD FENCE6' BOARD FENCE
D
PB
PB
ASPHALTASPHALT
CONCRETE WALKLAWNGRAVELLAWN S
S
SS
S COS
COS
COS
ASPHALT
ASPHALT
ASPHALT
CONCRETE
CONCRETECONCRETECONCRETECONCRETECONCRETECONCRETE WALK
CONCRETE WALK CONCRETE WALK
CONCRETE WALK
EDGE VEGETATION
EDGE VEGETATIONEDGE VEGETATIONEDGE VEGETATIONEDGE VEGETATIONEDGE VEGETATION
LAWN
LANDSCAPING
LANDSCAPING STORM PONDSTORM PONDFENCENO.DESCRIPTION/DATE BY
REVISIONS
DWG. NAME:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
OF SHEETS
JOB NO.:
PRINT:
DATE OF
\\\\esm8\\ENGR\\ESM-JOBS\\1316\\003\\020\\P-plat\\Plots\\PP-02.dwg11/17/2022 9:05 AMPlotted:File:Plotted By: Hugo FariasEVERETTFEDERAL 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∆ 0.3 Μ∆ 0.3 ΝΕ Ρ∆ΒΣΗΝΜ 13+ Σ 10 Μ+ Θ 2 ∆+ ς−Λ−ΟΘΝΡΟ∆ΒΣ Χ∆Υ∆ΚΝΟΛ∆ΜΣΣςΗΜ ΣΘ≅ΗΚΡEXISTING CONDITIONSWASHINGTONCITY OF FEDERAL WAY1316-003-020
PP-02
BML
HAF
11/18/2022
ΟΟ,/1
1 02
µ
ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1&
ΡΒ≅Κ∆9 0! <
0 25
4/&
10050
Ρς 231ΜΧ ΟΚ 08ΣΓ ≅Υ∆ ΡςΡς 230ΡΣ ΟΚ
Ρς 233ΣΓ ΡΣ
BOLLARD
MAILBOX
INFORMATION SIGN
SANITARY SEWER MANHOLE
STORM DRAIN CATCH BASIN
D STORM DRAIN MANHOLE
YARD DRAIN
P GUY ANCHOR
ELECTRICAL METER
POWER POLE W/TJB
POWER POLE W/LIGHT
POWER POLE
TELEPHONE JUNCTION BOX (UG)
TELEPHONE POLE
FIRE HYDRANT
WATER METER
WATER VALVE
DRAINAGE DITCH
FENCE, CYCLONE
FENCE, HOG WIRE
FENCE, WOOD
GUARDRAIL
POWER, OVERHEAD
STORM
Κ∆Φ∆ΜΧ
S
POWER POLE W/TRANSFORMER
GAS VALVE
FOUND MONUMENT
SANITARY SEWER
WATER
NATURAL GAS
WETLAND EDGE
WETLAND BUFFER
THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 24, TOWNSHIP 21 NORTH, RANGE 3 EAST, W.M.,
IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID SUBDIVISION;
THENCE SOUTH ALONG THE EAST LINE THEREOF A DISTANCE OF 412.00 FEET TO THE TRUE POINT OF BEGINNING OF THE TRACT HEREIN
DESCRIBED;
THENCE WEST PARALLEL WITH THE NORTH LINE OF SAID SUBDIVISION TO A POINT IN A LINE WHICH IS 1077.20 FEET EAST (MEASURED
ALONG THE NORTH LINE OF SAID SUBDIVISION) AND PARALLEL WITH THE WEST LINE OF SAID SUBDIVISION;
THENCE SOUTH ALONG SAID PARALLEL LINE A DISTANCE OF 412.00 FEET, MORE OR LESS, TO THE NORTH LINE OF THE SOUTH HALF OF
THE NORTH HALF OF THE SOUTH HALF OF SAID SUBDIVISION;
THENCE EAST ALONG SAID NORTH LINE TO THE EAST LINE OF SAID SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID
SECTION 24;
THENCE NORTH ALONG SAID EAST LINE TO THE POINT OF BEGINNING.
Κ∆Φ≅Κ Χ∆ΡΒΘΗΟΣΗΝΜ9 ∋Ο≅ΘΒ∆Κ 1310/2,8/40(
REFERENCE TO TITLE EXCEPTIONS3
13 18
24 19
24 50.00'126.55' (R8-C)126.53' (ESM)157.50' (R8-C)
157.51' (ESM)126.55' (R8)126.57' (ESM)10ΡΣ ≅Υ∆ΜΤ∆ ΡςNATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29) BASED ON CITY OF FEDERAL WAY BENCHMARK NO. 2166-48
WASHINGTON COORDINATE SYSTEM (WCS) - NORTH ZONE (BASED UPON NAD 83/2011) UTILIZING THE WASHINGTON STATE REFERENCE NETWORK (WSRN) IN MAY OF 2021.
Α≅ΡΗΡ ΝΕ Υ∆ΘΣΗΒ≅Κ Χ≅ΣΤΛ9
Α≅ΡΗΡ ΝΕ ΓΝΘΗΨΝΜΣ≅Κ Χ≅ΣΤΛ9
SURVEYING PERFORMED IN CONJUNCTION WITH THIS SURVEY DOCUMENT UTILIZED ALL
OR A PORTION OF THE FOLLOWING EQUIPMENT:
FIELD TRAVERSE AND/OR GLOBAL NAVIGATION SATELLITE SYSTEM (GNSS)
ELECTRONIC TOTAL STATIONS, INCLUDING TOPCON PS-103A,
LEICA TCRA 1105 PLUS, TRIMBLE S5.
TRIMBLE R8, TOPCON GR-5 GNSS EQUIPMENT.
FARO FOCUS S350 LASER SCANNER.
PROCEDURE USED : FIELD TRAVERSE WORK COMPLIES WITH CURRENT STANDARDS AS
OUTLINED IN WAC-332-130-070, -080 AND -090. ALL INSTRUMENTS MAINTAINED TO
MANUFACTURER'S SPECIFICATIONS AS REQUIRED BY WAC-332-130-100.
ΡΤΘΥ∆Ξ ΗΜΡΣΘΤΛ∆ΜΣ≅ΣΗΝΜ
1. BOUNDARY AND TOPOGRAPHIC INFORMATION AS SHOWN HEREON IS DERIVED FROM FIELD CONDITIONS
OBSERVED IN 2021.
2. BURIED UTILITIES AS SHOWN ON ADJACENT ROADWAYS WERE LOCATED IN THE FIELD BY UTILITY
LOCATE SERVICES IN OF 2021. THE LOCATION OF SAID UTILITIES IS APPROXIMATE AND SHOULD BE
VERIFIED PRIOR TO ANY EXCAVATION OR CONSTRUCTION ACTIVITIES. PLEASE CALL 811 "CALL BEFORE
YOU DIG" A MINIMUM OF 2 DAYS PRIOR TO SUCH ACTIVITIES.
3. LEGAL DESCRIPTION, EASEMENTS, COVENANTS, CONDITIONS AND RESTRICTIONS ARE FROM CHICAGO
TITLE INSURANCE COMMITMENT NO. 211304-SC AND COMMITMENT NO. 0204755-16 2ND REVISION. IT
SHOULD BE NOTED THAT IN PREPARING THIS SURVEY MAP, ESM HAS NOT CONDUCTED AN INDEPENDENT
TITLE SEARCH NOR IS ESM AWARE OF ANY TITLE ISSUES AFFECTING THE PROPERTY OTHER THAN THOSE
SHOWN ON THIS MAP. ESM HAS WHOLLY RELIED ON THE ABOVE REFERENCED TITLE REPORT TO PREPARE
THIS SURVEY AND THEREFORE QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT.
ΡΤΘΥ∆ΞΝΘ&Ρ ΜΝΣ∆Ρ9
Κ∆Φ≅Κ Χ∆ΡΒΘΗΟΣΗΝΜ9 ∋Ο≅ΘΒ∆Κ 1310/2,8//7(
A
44925
T
S
SGIRE DRETE
GNTE
FO IHSAW
T
ON
PARCEL NO. 2421039008
PARCEL NO. 2421039051\A1;30' R/W\A1;30' R/W
\A1;50' R/W
\A1;50' R/W\A1;50' R/W
07ΣΓ ≅Υ∆ ΡςΕΗΚ∆ ∀10,0/30/4,ΡΤ % 10,0/30/5,Ρ∆
11/18/2022
0
1
3
00
01 02
03 04
05
06
456
7
8
0/
ΣΘ≅ΒΣ Χ
ΣΘ≅ΒΣ ∆
ΣΘ≅ΒΣ Ε
2
11
12
13
14
2/
{\Fromans|c0;(NET 7,225)}
07 08
1/10
16
17
15
ΣΘ≅ΒΣ Φ
ΣΘ≅ΒΣ Β{\Fromans|c0;(NET 7,468)}{\Fromans|c0;(NET 8,008)}
{\Fromans|c0;(NET 7,303)}
{\Fromans|c0;(NET 7,515)}
ΣΘ≅ΒΣ Α
22
18
20 21
25
{\Fromans|c0;(NET 7,202)}{\Fromans|c0;(NET 7,843)}
26
23
27
24
ΣΘ≅ΒΣ ≅
ΣΘ≅ΒΣ ≅Θ∆≅ Σ≅ΑΚ∆
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\\1316\\003\\020\\P-plat\\Plots\\PP-03.dwg11/17/2022 1:38 PMPlotted:File:Plotted By: Hugo FariasEVERETTFEDERAL 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∆ 0.3 Μ∆ 0.3 ΝΕ Ρ∆ΒΣΗΝΜ 13+ Σ 10 Μ+ Θ 2 ∆+ ς−Λ−ΟΘΝΡΟ∆ΒΣ Χ∆Υ∆ΚΝΟΛ∆ΜΣΣςΗΜ ΣΘ≅ΗΚΡPRELIMINARY SITE PLANWASHINGTONCITY OF FEDERAL WAY1316-003-020
PP-03
BML
HAF
11/18/2022
ΟΟ,/2
2 02
µ
ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1&
ΡΒ≅Κ∆9 0! <
0 25
4/&
10050
Ρς 231ΜΧ ΟΚ
Ρς 230ΡΣ ΟΚ
SW 341ST PL{(TYPE 'S')}
Ρς 233ΣΓ ΡΣ
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T
S
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OF
R
P
S
T A
N
O N A NE G
T
NO
50085
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D
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GN
R
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\A1;52' R/W
\A1;60' R/W
\A1;89' R/W08ΣΓ ≅Υ∆ Ρς19TH
AVE
SW
{(TYPE
'S')}
Φ
Φ
≅
≅
∆
∆
ΕΕ
ΑΑ
Β
Β
Χ
Χ
\A1;60' R/W
(MAX.)
2.0%
\A1;60' PROPOSED R/W
Χ,Χ
Ρς 230ΡΣ ΟΚ Γ≅ΚΕ ΡΣΘ∆∆Σ
ΚΝΒ≅Κ Θ∆ΡΗΧ∆ΜΣΗ≅Κ ΘΝ≅Χ Ρ∆ΒΣΗΝΜ ∋ΣΞΟ∆ &Ρ&(
PROPOSED R/W
(MAX.)
2.0%
\A1;10' LANE \A1;8' PARKING
4'
PLANTER
5'
SIDEWALK 3' UTIL.
STRIP
\A1;25' DEDICATION
(MAX.)
2.0%
\A1;60' PORPOSED R/W
Ε,Ε
08ΣΓ ≅Υ∆ Ρς
ΚΝΒ≅Κ Θ∆ΡΗΧ∆ΜΣΗ≅Κ ΘΝ≅Χ Ρ∆ΒΣΗΝΜ ∋ΣΞΟ∆ &Ρ&(
PROPOSED R/W
(MAX.)
2.0%
\A1;10' LANE \A1;8' PARKING
4'
PLANTER
5'
SIDEWALK 3' UTIL.
STRIP
\A1;20' DEDICATION
R/W
(MAX.)
2.0%(MAX.)
2.0%
(MAX.)
2.0%
\A1;60'
\A1;10' LANE\A1;8' PARKING
4'
PLANTER
5'
SIDEWALK3' UTIL.
STRIP
Α,Α
08ΣΓ ≅Υ∆ Ρς
ΚΝΒ≅Κ Θ∆ΡΗΧ∆ΜΣΗ≅Κ ΘΝ≅Χ Ρ∆ΒΣΗΝΜ ∋ΣΞΟ∆ &Ρ&(
R/W
(MAX.)
2.0%
\A1;10' LANE \A1;8' PARKING
4'
PLANTER
5'
SIDEWALK 3' UTIL.
STRIP
(MAX.)
2.0%
R/WR/W
(MAX.)
2.0%(MAX.)
2.0%
(MAX.)
2.0%
\A1;52'
\A1;12'\A1;8' PARKING \A1;8' PARKING
4'
PLANTER
4'
PLANTER \A1;5' SIDEWALK
3' UTIL.
STRIP3' UTIL.
STRIP \A1;5' SIDEWALK
≅,≅
ΘΝ≅Χ ≅
ΚΝΒ≅Κ Θ∆ΡΗΧ∆ΜΣΗ≅Κ ΘΝ≅Χ Ρ∆ΒΣΗΝΜ ∋ΣΞΟ∆ &ς&(
Φ,Φ
Ρς 233ΣΓ ΡΣ Γ≅ΚΕ ΡΣΘ∆∆Σ
ΛΝΧΗΕΗ∆Χ ΟΘΗΜΒΗΟ≅Κ.ΒΝΚΚ∆ΒΣΝΘ ∋ΣΞΟ∆ &ϑ&(
OF PAVEMENT
2.0%2.0%
14' UTIL.
STRIP
8'S/WFUTURE 11'
TRAVEL LANE
FUTURE 6'
TURN LANE \A1;39'
3:1 MAX.3:1 MAX.
5'
BIKE LANE
\A1;89'\A1;6'3:1 MAX.3:1 MAX.
(MAX.)
2.0%
P/LP/L
\A1;20'
\A1;16'
Β,Β
ΟΘΗΥ≅Σ∆ ≅ΒΒ∆ΡΡ ΣΘ≅ΒΣΡ Β+ Χ+ ≅ΜΧ Ε
ΘΝ≅Χ Ρ∆ΒΣΗΝΜ
2'
SHOULDER 2'
SHOULDER
EXIST R/W
EXIST R/W
EXISTING R/WR/W EXIST R/W
EXIST R/W
\A1;11.5' TRAVEL \A1;11.5' TRAVEL
EXIST R/W
\A1;40' EXISTING R/W
\A1;35' EXISTING R/W
\A1;~23'
\A1;20' (TYP.)
ΘΝ≅Χ ≅
ROAD A
{(TYPE 'W')}
\A1;R=42'
\A1;28'
\A1;3'
\A1;PROP. 20' PEDESTRIAN ACCESS EASEMENT
\A1;10' UTILITY EASEMENT
\A1;10' UTILITY EASEMENT (TYP)\A1;10' UTILITY EASEMENT\A1;10' UTILITY EASEMENT\A1;5'\A1;2'07ΣΓ ≅Υ∆ ΡςΕΗΚ∆ ∀10,0/30/4,ΡΤ % 10,0/30/5,Ρ∆
\A1;25'
ΒΒ
(MAX.)
2.0%
P/LP/L
\A1;25'
\A1;20'
∆,∆
ΟΘΗΥ≅Σ∆ ≅ΒΒ∆ΡΡ ΣΘ≅ΒΣ Α
ΘΝ≅Χ Ρ∆ΒΣΗΝΜ
2.5
SHOULDER
2.5'
SHOULDER
\A1;3'
\A1;R=42'
11/18/2022
PB
COS
CO
COS
PB
S
S
PB
S S
PB
COSCOCOS
PB
S
PB
PB
S
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PB
S
S
D
S
P
D
D
PB
PB
S
S
0
1
3
00
01 02
03 04
05
06
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7
8
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ΣΘ≅ΒΣ Χ
ΣΘ≅ΒΣ ∆
ΣΘ≅ΒΣ Ε
2
11
12
13
14
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{\Fromans|c0;(NET 7,225)}
07 08
1/10
16
17
15
ΣΘ≅ΒΣ Φ
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{\Fromans|c0;(NET 7,303)}
{\Fromans|c0;(NET 7,515)}
ΣΘ≅ΒΣ Α
22
18
20 21
25
{\Fromans|c0;(NET 7,202)}{\Fromans|c0;(NET 7,843)}
26
23
27
24
ΣΘ≅ΒΣ ≅
PP-09
1
PP-09
1
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\\1316\\003\\020\\P-plat\\Plots\\PP-04.dwg11/17/2022 1:52 PMPlotted:File:Plotted By: Hugo FariasEVERETTFEDERAL 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∆ 0.3 Μ∆ 0.3 ΝΕ Ρ∆ΒΣΗΝΜ 13+ Σ 10 Μ+ Θ 2 ∆+ ς−Λ−ΟΘΝΡΟ∆ΒΣ Χ∆Υ∆ΚΝΟΛ∆ΜΣΣςΗΜ ΣΘ≅ΗΚΡPRELIMINARY GRADING PLANWASHINGTONCITY OF FEDERAL WAY1316-003-020
PP-04
BML
HAF
11/18/2022
ΟΟ,/3
3 02
µ
ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1&
ΡΒ≅Κ∆9 0! <
0 25
4/&
10050
Ρς 231ΜΧ ΟΚ
08ΣΓ ≅Υ∆ ΡςΡς 230ΡΣ ΟΚ
Ρς 233ΣΓ ΡΣ
ΘΝ≅Χ ≅
Κ∆Φ∆ΜΧ
PROPOSED CONTOURS
EXISTING CONTOURS
LIMITS OF CONSTRUCTION
ΦΘ≅ΧΗΜΦ ΥΝΚΤΛ∆Ρ
CUT: 21,442 CY
FILL: 34,548 CY
NET: 13,106 CY (FILL)
ER
T
S
ES
OF
R
P
S
T A
N
O N A NEG
T
NO
50085
G S ERTE
D
E FO HWSA
GN
R
EE
ΓΓ
PAD GRADE
Γ,Γ
ς≅ΚΚ.Ρς≅Κ∆ Ρ∆ΒΣΗΝΜΗ
Η
Θ∆Σ∆ΜΣΗΝΜ
ΟΝΜΧ
PAD GRADE
Η,Η
ς≅ΚΚ Ρ∆ΒΣΗΝΜ
PP-07
2
PP-07
2PP-07
1
PP-07
1
PP-08
1
PP-08
1
PP-10
1
PP-10
1
\A1;20' PROP. INTERIM 20' WIDE EMERGENCY VEHICLE AND PEDESTRIAN ACCESS
04ΣΓ ΟΚ ΡςΕΗΚ∆ ∀10,0/30/4,ΡΤ % 10,0/30/5,Ρ∆07ΣΓ ≅Υ∆ Ρς\A1;R=35'
ΣςΗΜ Κ≅ϑ∆Ρ
Ο≅Θϑ % ΘΗΧ∆ΟΚ≅Σ ΝΕ
Ρ≅ΦΓ≅ΚΗ∆ ΕΗΘΡ
1921049024
NELSON
JOHN+JO ELLEN
1921049018
SAGHALIE
HEIGHTS LLC
1921049019
SAGHALIE
HEIGHTS LLC
1921049028
NAME MOSS BAY PROPERTIES LLC
ϑϑ
ΙΙ
PAD GRADE
Ι,Ι
ς≅ΚΚ Ρ∆ΒΣΗΝΜ
ΟΚ≅Σ ΝΕ
Ρ≅ΦΓ≅ΚΗ∆ ΕΗΘΡ
PAD GRADE
ϑ,ϑ
ς≅ΚΚ Ρ∆ΒΣΗΝΜ
ΟΚ≅Σ ΝΕ
Ρ≅ΦΓ≅ΚΗ∆ ΕΗΘΡ
11/18/2022
W
PB
COS
CO
COS
PB
S
S
PB
S S
PB
COSCOCOS
PB
S
PB
PB
S
IR
PB
S
S
D
S
P
D
D
PB
PB
S
S
COS
COS
COS
x x
x
x
x
x
x
x
GRAVEL DRIVE
CEDAR HEDGE
OP OP OP OP OP OP OP OP OP OP
D
DDD
D
0
1
3
00
01 02
03 04
05
06
456
7
8
0/
ΣΘ≅ΒΣ Χ
ΣΘ≅ΒΣ ∆
ΣΘ≅ΒΣ Ε
2
11
12
13
14
2/
{\Fromans|c0;(NET 7,225)}
07 08
1/10
16
17
15
ΣΘ≅ΒΣ Φ
ΣΘ≅ΒΣ Β{\Fromans|c0;(NET 7,468)}{\Fromans|c0;(NET 8,008)}
{\Fromans|c0;(NET 7,303)}
{\Fromans|c0;(NET 7,515)}
ΣΘ≅ΒΣ Α
22
18
20 21
25
{\Fromans|c0;(NET 7,202)}{\Fromans|c0;(NET 7,843)}
26
23
27
24
ΣΘ≅ΒΣ ≅
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\\1316\\003\\020\\P-plat\\Plots\\PP-05.dwg11/17/2022 2:25 PMPlotted:File:Plotted By: Hugo FariasEVERETTFEDERAL 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∆ 0.3 Μ∆ 0.3 ΝΕ Ρ∆ΒΣΗΝΜ 13+ Σ 10 Μ+ Θ 2 ∆+ ς−Λ−ΟΘΝΡΟ∆ΒΣ Χ∆Υ∆ΚΝΟΛ∆ΜΣΣςΗΜ ΣΘ≅ΗΚΡPRELIMINARY UTILITY PLANWASHINGTONCITY OF FEDERAL WAY1316-003-020
PP-05
BML
HAF
11/18/2022
ΟΟ,/4
4 02
µ
ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1&
ΡΒ≅Κ∆9 0! <
0 25
4/&
10050
Ρς 231ΜΧ ΟΚ
08ΣΓ ≅Υ∆ ΡςΡς 230ΡΣ ΟΚ
Ρς 233ΣΓ ΡΣ
ΘΝ≅Χ ≅
ER
T
S
ES
OF
R
P
S
T A
N
O NA NE G
T
NO
50085
G S ERTE
D
E FO HWSA
GN
R
EE
Κ∆Φ∆ΜΧ
EXISTING STORM DRAINAGE
EXISTING SANITARY SEWER
EXISTING WATER MAIN
PROPOSED 12"%%C STORM DRAINAGE (UNLESS OTHERWISE NOTED)
PROPOSED 8"%%C SANITARY SEWER (UNLESS OTHERWISE NOTED)
PROPOSED 8"%%C WATER MAIN (UNLESS OTHERWISE NOTED)
FIRE HYDRANT
STREET LIGHT
STOP SIGN
Θ∆Σ∆ΜΣΗΝΜ ΟΝΜΧ ΥΝΚΤΛ∆Ρ
MODELED VOLUME: 46,369 CF
PROVIDED VOLUME: 46,369 CF
BOTTOM OF STORAGE: 329.50
TOP OF STORAGE: 334.50
TOP OF POND: 335.50
ΣΘ∆≅ΣΛ∆ΜΣ Ρς≅Κ∆
Θ∆Σ∆ΜΣΗΝΜ ΟΝΜΧ
1
PP-11
1
PP-11
2
PP-11
2
PP-11
04ΣΓ ΟΚ ΡςΕΗΚ∆ ∀10,0/30/4,ΡΤ % 10,0/30/5,Ρ∆07ΣΓ ≅Υ∆ Ρς1921049024
NELSON
JOHN+JO ELLEN
1921049018
SAGHALIE
HEIGHTS LLC
1921049019
SAGHALIE
HEIGHTS LLC
1921049028
NAME MOSS BAY PROPERTIES LLC
11/18/2022
D
S
PB
S
0
1
456
7
11
12
07 08
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\\1316\\003\\020\\P-plat\\Plots\\PP-06.dwg11/17/2022 2:04 PMPlotted:File:Plotted By: Hugo FariasEVERETTFEDERAL 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∆ 0.3 Μ∆ 0.3 ΝΕ Ρ∆ΒΣΗΝΜ 13+ Σ 10 Μ+ Θ 2 ∆+ ς−Λ−ΟΘΝΡΟ∆ΒΣ Χ∆Υ∆ΚΝΟΛ∆ΜΣΣςΗΜ ΣΘ≅ΗΚΡENTERING SIGHT DISTANCE PLAN & PROFILEWASHINGTONCITY OF FEDERAL WAY1316-003-020
PP-06
BML
HAF
11/18/2022
ΟΟ,/5
5 02
ER
T
S
ES
OF
R
P
S
T A
N
O NA NEG
T
NO
50085
G S ERTE
D
E FO HWSA
GN
R
EE
µ
ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1&
ΡΒ≅Κ∆9 0! <
0 25
4/&
10050
∆ΜΣ∆ΘΗΜΦ ΡΗΦΓΣ ΧΗΡΣ≅ΜΒ∆ ΟΘΝΕΗΚ∆
1"=
1"=ΡΒ≅Κ∆9 HORIZ.
VERT.
50'
10'
∆ΜΣ∆ΘΗΜΦ ΡΗΦΓΣ ΧΗΡΣ≅ΜΒ∆ ΟΚ≅Μ
SCALE: 1"=50'
ΡΗΦΓΣ ΧΗΡΣ≅ΜΒ∆ Θ∆ΠΤΗΘ∆Λ∆ΜΣ
POSTED SPEED LIMIT = 25 MPH
DESIGN SPEED LIMIT = 30 MPH
REQUIRED ENTERING SIGHT DISTANCE (ESD) = 335' LEFT TURN
REQUIRED ENTERING SIGHT DISTANCE (ESD) = 290' RIGHT TURN
(PER TABLES 9-6 AND 9-8 OF THE 2011 AASHTO POLICY ON GEOMETRIC DESIGN OF
HIGHWAYS AND STREETS)
LINE OF SIGHT ALONG TRIANGLE
LINE OF SIGHT ALONG TRIANGLE
\pxqc;MINOR ROAD CAR08ΣΓ ≅Υ∆ ΡςΡς 233ΣΓ ΡΣ
\A1;14.5'
\A1;335' LEFT TURN (REQUIRED & AVAILABLE)\A1;283' RIGHT TURN (TO END OF ROAD)
335' ESD (REQUIRED & AVAILABLE)
LEFT TURN
283' ESD TO END OF ROAD
RIGHT TURN
ΕΗΚ∆ ∀10,0/30/4,ΡΤ % 10,0/30/5,Ρ∆
11/18/2022
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\\1316\\003\\020\\P-plat\\Plots\\PP-07.dwg11/17/2022 2:07 PMPlotted:File:Plotted By: Hugo FariasEVERETTFEDERAL 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 1/4ΟΘΝΡΟ∆ΒΣ Χ∆Υ∆ΚΝΟΛ∆ΜΣΣςΗΜ ΣΘ≅ΗΚΡSITE CROSS SECTIONSWASHINGTONCITY OF FEDERAL WAY1316-003-020
PP-07
BML
HAF
11/18/2022
ΟΟ,/6
6 02
µ
ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1&
ΡΒ≅Κ∆9 0! <
0 25
4/&
10050
ER
T
S
ES
OF
R
P
S
T A
N
O NA NEG
T
NO
50085
G S ERTE
D
E FO HWSA
GN
R
EE
1"=
1"=ΡΒ≅Κ∆9 HORIZ.
VERT.
20'
5'
ΚΝΣ
6
ΣΘ≅ΒΣ
Ε
ΚΝΣ
8
ΚΝΣ
0/
ΚΝΣ
00
ΚΝΣ
02
ΣΘ≅ΒΣ
Χ
ΚΝΣ
0
ΚΝΣ
1
ΚΝΣ
2
ΚΝΣ
3
ΘΝ≅Χ
≅ΚΝΣ
05
ΚΝΣ
06
1
PP-07
ΡΗΣ∆ Ρ∆ΒΣΗΝΜ
1"=
1"=ΡΒ≅Κ∆9 HORIZ.
VERT.
20'
5'
2
PP-07
ΡΗΣ∆ Ρ∆ΒΣΗΝΜ
PAD=348.50 PAD=348.60 PAD=348.20 PAD=347.90
PAD=345.00
PAD=353.50
PAD=352.90
PAD=351.20
PAD=349.40
PAD=345.80
PAD=344.00
Ρς 233ΣΓ ΡΣ
Ρς 233ΣΓ ΡΣ
ΕΗΚ∆ ∀10,0/30/4,ΡΤ % 10,0/30/5,Ρ∆
11/18/2022
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\\1316\\003\\020\\P-plat\\Plots\\PP-08.dwg11/17/2022 2:08 PMPlotted:File:Plotted By: Hugo FariasEVERETTFEDERAL 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 1/4ΟΘΝΡΟ∆ΒΣ Χ∆Υ∆ΚΝΟΛ∆ΜΣΣςΗΜ ΣΘ≅ΗΚΡSITE CROSS SECTIONSWASHINGTONCITY OF FEDERAL WAY1316-003-020
PP-08
BML
HAF
11/18/2022
ΟΟ,/7
7 02
ER
T
S
ES
OF
R
P
S
T A
N
O NA NEG
T
NO
50085
G S ERTE
D
E FO HWSA
GN
R
EE
EX ROW
ΚΝΣ
08
ΣΘ≅ΒΣ
10
ΘΝ≅Χ
≅
ROW ROW
ΚΝΣ
21
ROWΚΝΣ
23
ΚΝΣ
25 ΚΝΣ
27 SEE BELOW FOR CONTINUATIONSEE ABOVE FOR CONTINUATION1"=
1"=ΡΒ≅Κ∆9 HORIZ.
VERT.
20'
5'
ΡΗΣ∆ Ρ∆ΒΣΗΝΜ
PP-08
1
PAD=358.50
PAD=355.30
PAD=353.70
PAD=342.00PAD=342.20
PAD=343.20
Ρς 233ΣΓ ΡΣ
EX ROW
Ρς 230ΡΣ ΟΚ
EX ROW
ΕΗΚ∆ ∀10,0/30/4,ΡΤ % 10,0/30/5,Ρ∆2:111/18/2022
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\\1316\\003\\020\\P-plat\\Plots\\PP-09.dwg11/17/2022 2:10 PMPlotted:File:Plotted By: Hugo FariasEVERETTFEDERAL 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 1/4ΟΘΝΡΟ∆ΒΣ Χ∆Υ∆ΚΝΟΛ∆ΜΣΣςΗΜ ΣΘ≅ΗΚΡSITE CROSS SECTIONSWASHINGTONCITY OF FEDERAL WAY1316-003-020
PP-09
BML
HAF
11/18/2022
ΟΟ,/8
8 02
ER
T
S
ES
OF
R
P
S
T A
N
O NA NE G
T
NO
50085
G S ERTE
D
E FO HWSA
GN
R
EE
ΚΝΣ
7
ΚΝΣ
6
ΚΝΣ
5
ΚΝΣ
4
ROW ROW
ΚΝΣ
11
ΚΝΣ
07
ΚΝΣ
08
ΚΝΣ
0
ΚΝΣ
0
ΘΝ≅Χ
≅
SEE BELOW FOR CONTINUATION\pxqc;SEE ABOVE FOR CONTINUATIONPAD=354.50
PAD=346.00
PAD=348.50 PAD=348.50 PAD=348.30
PAD=353.50
PAD=356.70
PAD=358.50
1"=
1"=ΡΒ≅Κ∆9 HORIZ.
VERT.
20'
5'
ΡΗΣ∆ Ρ∆ΒΣΗΝΜ
PP-09
1
ΕΗΚ∆ ∀10,0/30/4,ΡΤ % 10,0/30/5,Ρ∆
11/18/2022
4,4
4,4
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\\1316\\003\\020\\P-plat\\Plots\\PP-10.dwg11/17/2022 2:11 PMPlotted:File:Plotted By: Hugo FariasEVERETTFEDERAL 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 1/4ΟΘΝΡΟ∆ΒΣ Χ∆Υ∆ΚΝΟΛ∆ΜΣΣςΗΜ ΣΘ≅ΗΚΡSITE CROSS SECTIONSWASHINGTONCITY OF FEDERAL WAY1316-003-020
PP-10
BML
HAF
11/18/2022
ΟΟ,0/
0/02
ER
T
S
ES
OF
R
P
S
T A
N
O N A NEG
T
NO
50085
G S ERTE
D
E FO HWSA
GN
R
EE
PL
ΚΝΣ
01
ΚΝΣ
02
ΚΝΣ
03
ΚΝΣ
04
ΚΝΣ
06
ROW ROW
ΚΝΣ
1608ΣΓ ≅Υ∆ ΡςΚΝΣ
06
ΚΝΣ
20
ΚΝΣ
21 SEE BELOW FOR CONTINUATIONSEE ABOVE FOR CONTINUATION1"=
1"=ΡΒ≅Κ∆9 HORIZ.
VERT.
20'
5'
ΡΗΣ∆ Ρ∆ΒΣΗΝΜ
PP-10
1
PAD=342.00
PAD=348.50
PAD=347.50 PAD=347.10
PAD=344.00
PAD=344.50
PAD=351.20
PAD=353.70
ΕΗΚ∆ ∀10,0/30/4,ΡΤ % 10,0/30/5,Ρ∆
11/18/2022
Ω/1
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\\1316\\003\\020\\P-plat\\Plots\\PP-11.dwg11/17/2022 9:14 AMPlotted:File:Plotted By: Hugo FariasEVERETTFEDERAL 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 1/4ΟΘΝΡΟ∆ΒΣ Χ∆Υ∆ΚΝΟΛ∆ΜΣΣςΗΜ ΣΘ≅ΗΚΡPOND DETAILSWASHINGTONCITY OF FEDERAL WAY1316-003-020
PP-11
BML
HAF
11/18/2022
ΟΟ,00
00 02
ER
T
S
ES
OF
R
P
S
T A
N
O NA NE G
T
NO
50085
G S ERTE
D
E FO HWSA
GN
R
EE
R/W
ΣΘ≅ΒΣ
Γ TRACT LINE
2:12:1\A1;6' BERM TO BE DESIGNED BY GEOTECHNICAL ENGINEER
2:1\A1;2' SWALE BERM
\A1;2' SWALE BERM
3:1ΚΝΣ
26
ΚΝΣ
2/
R/W Ρς 230ΡΣ ΟΚTOP OF POND ELEV=335.50
3:13:1 ΟΝΜΧ Ρ∆ΒΣΗΝΜ
PP-11
2
ΟΝΜΧ Ρ∆ΒΣΗΝΜ
PP-11
1
1"=
1"=ΡΒ≅Κ∆9 HORIZ.
VERT.
20'
5'
1"=ΡΒ≅Κ∆9 HORIZ.
VERT.
20'
5'08ΣΓ ≅Υ∆ Ρς2-YR STORAGE=329.59
2-YR STORAGE=329.59
ΣΘ≅ΒΣ
Γ
\A1;5'2:1\A1;10'
\A1;10'
ΕΗΚ∆ ∀10,0/30/4,ΡΤ % 10,0/30/5,Ρ∆3:111/18/2022
W
DD
D
S
D
0
1
11
12
07 08
Ρς 233ΣΓ
SSD: 414
PVI STA: 73+26.85
PVI ELEV: 370.60
K: 18.03
LVC: 50.00
BVCS: 73+01.85BVCE: 369.48EVCS: 73+51.85EVCE: 371.04367.60368.50369.40370.21370.79371.18NO.DESCRIPTION/DATE BY
REVISIONS
DWG. NAME:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
OF SHEETS
JOB NO.:
PRINT:
DATE OF
\\\\esm8\\ENGR\\ESM-JOBS\\1316\\003\\020\\P-plat\\Plots\\PP-12.dwg11/17/2022 2:23 PMPlotted:File:Plotted By: Hugo FariasEVERETTFEDERAL 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 1/4ΟΘΝΡΟ∆ΒΣ Χ∆Υ∆ΚΝΟΛ∆ΜΣΣςΗΜ ΣΘ≅ΗΚΡPRELIMINARY 344TH ST CONNECTION PROFILEWASHINGTONCITY OF FEDERAL WAY1316-003-020
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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\\1316\\003\\020\\P-plat\\Plots\\PP-13.dwg11/17/2022 2:13 PMPlotted:File:Plotted By: Hugo FariasEVERETTFEDERAL 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∆ 0.3 Μ∆ 0.3 ΝΕ Ρ∆ΒΣΗΝΜ 13+ Σ 10 Μ+ Θ 2 ∆+ ς−Λ−ΟΘΝΡΟ∆ΒΣ Χ∆Υ∆ΚΝΟΛ∆ΜΣΣςΗΜ ΣΘ≅ΗΚΡPRELIMINARY LANDSCAPE PLANWASHINGTONCITY OF FEDERAL WAY1316-003-020
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”
PER FWMC 19.120.130 TREE AND VEGETATION RETENTION
STANDARDS, THE TOTAL NUMBER OF TREE UNITS REQUIRED TO BE
PROVIDED SHALL BE CALCULATED BY MULTIPLYING GROSS SITE
ACREAGE, MINUS ANY PROPOSED PUBLIC OR PRIVATE STREETS BY
THE REQUIRED TREE DENSITY (IN TREE UNITS PER ACRE)
TOTAL SITE AREA: 9.28 AC
NET SITE AREA: 6.68 AC
PER FWMC TABLE 19.120.130-1, MINIMUM TREE DENSITY
REQUIREMENTS FOR VACANT OR REDEVELOPING SITES IN SINGLE
FAMILY ZONES IS 25 TREE UNITS PER ACRE.
25 TREE UNITS/ AC. 6.68 NET SITE AREA (AC.) = TOTAL NUMBER OF
TREE UNITS REQUIRED TO BE RETAINED.
25 X 6.68 = 167 TREE UNITS REQUIRED TO BE RETAINED.
PLANNED TREE RETENTION = 0
TREE UNIT CREDIT SHORTFALL = 167
ΣΘ∆∆ Θ∆Σ∆ΜΣΗΝΜ Χ≅Σ≅
PER FWMC 19.120.150, REPLACEMENT TREES SHALL BE A MIX OF EVERGREEN AND
DECIDUOUS SPECIES, SELECTED FROM CITY APPROVED TREE SPECIES LIST, AND A
MINIMUM OF SIX FEET IN HEIGHT FOR EVERGREENS AND MINIMUM TWO INCH CALIPER
FOR DECIDUOUS TREES.
PER THE CITY OF FEDERAL WAY APPROVED TREE SPECIES LIST, ACCEPTABLE TREE
SPECIES ARE ASSIGNED A CANOPY SIZE CATEGORY BASED ON THEIR MATURE SIZE.
CANOPY SIZE CATEGORIES:
LARGE: MATURE CANOPY AREA >1,250 SF
MEDIUM: MATURE CANOPY AREA 450 SF - 1,250 SF
SMALL: MATURE CANOPY AREA <450 SF
SEE REPLACEMENT TREE PLANT LEGEND AND TREE UNIT CREDITS TABLE THIS SHEET
FOR TREE CANOPY SIZE CATEGORY, TREE UNIT CREDITS AND CALCULATIONS.
Θ∆ΟΚ≅Β∆Λ∆ΜΣ ΣΘ∆∆ ΤΜΗΣ ΒΘ∆ΧΗΣΡ
ΟΘ∆ΚΗΛΗΜ≅ΘΞ ΟΚ≅ΜΣ Κ∆Φ∆ΜΧ
22 2-1/2" CAL.
%%USYMBOL %%UBOTANICAL / COMMON NAME %%UINSTALL SIZE %%UCOMMENTS{\LQUANTITY}
39
08
20
31
FULL, MATCHED, B&B2-1/2" CAL.
2-1/2" CAL.FULL, MATCHED, B&B
QUERCUS COCCINEA / SCARLET OAK
PYRUS CALLERYANA 'CHANTICLEER'/ CHANTICLEER FLOWERING PEAR
SOD LAWN IN OPEN SPACE AND PLANTER STRIPS, TYP.
CERCIDIPHYLLUM JAPONICUM / JAPANESE KATSURA TREE 28
11
02
20 2-1/2" CAL.FULL, MATCHED, B&B
BETULA UTILIS VAR. JACQUEMONTII/ JACQUEMONTI HIMALAYAN BIRCH 14 2-1/2" CAL.FULL, MATCHED, B&B
FULL, MATCHED, B&B
CARPINUS BETULUS 'FASTIGIATA'/ EUROPEAN COLUMNAR HORNBEAM
{REPLACEMENT TREE CATEGORY REPLACEMENT TREE UNIT CREDIT
}
REPLACEMENT TREE, SMALL CANOPY SPECIES (MATURE CANOPY AREA < 450 SF) .50 TREE UNITS PER TREE PLANTED
REPLACEMENT TREE, MEDIUM CANOPY SPECIES (MATURE CANOPY AREA 450 TO 1,250 SF) 1.0 TREE UNITS PER TREE PLANTED
REPLACEMENT TREE, LARGE CANOPY SPECIES (MATURE CANOPY AREA > 1,250 SF) 1.5 TREE UNITS PER TREE PLANTED
Σ≅ΑΚ∆ 07−01/−0/2,1 ΣΘ∆∆ ΤΜΗΣ ΒΘ∆ΧΗΣΡ
MEDIUM
MEDIUM
MEDIUM
MEDIUM
LARGE
{\LCANOPY SIZE CATEGORY}
LANDSCAPE ARCHITECT
LEANNE D. KUHLMAN
CERTIFICATE No. 743
WASHINGTON
REGISTERED
STATE OF
13 6' MIN. HT.
4
FULL, VIGORUOUS, B&B6' MIN. HT.
CALOCEDRUS DECURRENS/ INCENSE CEDAR
TSUGA HETEROPHYLLA/ WESTERN HEMLOCK 16
FULL, VIGOROUS, B&B
LARGE
LARGE
700
Α∆ΕΝΘ∆ ΞΝΤ ΧΗΦ
Β≅ΚΚ 37 ΓΝΤΘΡ
ΡΣΘ∆∆Σ ΣΘ∆∆ ΚΝΒ≅ΣΗΝΜΡ ≅ΜΧ ΠΤ≅ΜΣΗΣΗ∆Ρ ≅Θ∆
≅ΟΟΘΝΩΗΛ≅Σ∆ ≅ΜΧ ΡΓ≅ΚΚ Α∆ ≅ΧΙΤΡΣ∆Χ Ο∆Θ
ΕΗΜ≅Κ ΧΘΗΥ∆ς≅Ξ ≅ΜΧ ΤΣΗΚΗΣΞ ΚΝΒ≅ΣΗΝΜΡ−
10
03
12 6' HT. MIN.FULL, MATCHED, CONTAINER
LIGUSTRUM JAPONICUM 'TEXANUM'/ WAX LEAF PRIVET 11 6' HT. MIN.FULL, MATCHED, CONTAINER
THUJA OCCIDENTALIS 'SMARAGD'/ EMERALD GREEN ARBORVITAE
MIXED SHRUB BORDER (I.E. CALIFORNIA LILAC, MOCK ORANGE, WEIGELA, HYDRANGEA, DOGWOOD)
GROUNDCOVER TO BE INSTALLED IN ALL AVAILABLE PLANTING AREAS AT 24" ON CENTER SPACING. GROUNDCOVER SPECIES MAY INCLUDE SALAL, KINNIKINNICK, PERIWINKLE, COAST STRAWBERRY, BUNCHBERRY, SNOW-IN SUMMER, ETC.
Θ∆Σ∆ΜΣΗΝΜ
ΟΝΜΧ
STREET TREES WITHIN THE PUBLIC R.O.W. AND TREES WITHIN THE RETENTION POND TRACT DO NOT COUNT TOWARD TREE RETENTION AND REPLACEMENT REQUIREMENTS. THE PLANT LEGEND ABOVE LISTS TREES EXCLUSIVE OF THE REQUIRED TREE REPLACEMENT. FOLLOWING MASS GRADING APPROVAL, TREE REPLACEMENT WILL BE CONDUCTED ON AN INDIVIDUAL LOT BASIS AT THE TIME OF BUILDING PERMIT FOR EACH LOT.
Θ∆ΟΚ≅Β∆Λ∆ΜΣ ΣΘ∆∆ ΜΝΣ∆Ρ
ΣΘ≅ΒΣ Α
ΣΘ≅ΒΣ Β11/18/2022