23-106056-SU-Preliminary Plat Plans-01-19-24SAGHALIE HEIGHTS
SHEET OF
ESM JOB NO. 1316-004-023
prepared by
prepared for
for
PROSPECT DEVELOPMENT
22913 5TH AVE NE, SUITE #201
PRELIMINARY PLAT
Vicinity Map
Sheet Index
101
33400 8th Ave S, Suite 205
FEDERAL WAY, WASHINGTON 98003
Phone: (253) 838-6113
SITE DATA
UTILITY PROVIDERS
ENGINEER/PLANNER/SURVEYORAPPLICANT/ OWNER
DEVELOPMENT STANDARDS (RS 7.2)
PROJECT STATISTICS
WETLAND BIOLOGIST
GEOTECHNICAL
ENGINEER
LANDSCAPE ARCHITECT
n SITE
PUYALLUP, WA 98372
(206) 276-7526
CONTACT: JUSTIN HOLLAND
FILE #
01/05/2024
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19001385.31CJS-CALC
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\\004\\023\\P-plat\\Plots\\PP-02.dwg1/5/2024 3:56 PMPlotted:File:Plotted By: Brandon LoucksLYNNWOODFEDERAL 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∆ΜΣΡ≅ΦΓ≅ΚΗ∆ Γ∆ΗΦΓΣΡEXISTING CONDITIONSWASHINGTONCITY OF FEDERAL WAY1316-004-023
PP-02
BML
CJR
01/05/2024
ΟΟ,/1
1 0/
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
POWER POLE W/TRANSFORMER
GAS VALVE
FOUND MONUMENT
SANITARY SEWER
WATER
NATURAL GAS
WETLAND EDGE
WETLAND BUFFER
S
Α≅ΡΗΡ ΝΕ Υ∆ΘΣΗΒ≅Κ Χ≅ΣΤΛ9
Α≅ΡΗΡ ΝΕ ΓΝΘΗΨΝΜΣ≅Κ Χ≅ΣΤΛ9
ΡΤΘΥ∆Ξ ΗΜΡΣΘΤΛ∆ΜΣ≅ΣΗΝΜ
ΡΤΘΥ∆ΞΝΘ&Ρ ΜΝΣ∆Ρ9
Κ∆Φ≅Κ Χ∆ΡΒΘΗΟΣΗΝΜ9
µ
ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1&
ΡΒ≅Κ∆9 0! <
0 25
4/&
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Ρς 233ΣΓ ΡΣ
{SDCB
}RIM=367.99
I.E.=366.29 12" (N)
{SDCB (TYPE I)
}RIM=370.20
I.E.=366.65 12"(SW)
{SDCB (TYPE II)
}RIM=370.43
I.E.=366.28 12" (NE)
I.E.=364.43 24" (NW)
I.E.=364.33 24" (S)
{SDCB (TYPE I)
}RIM=369.70
I.E.=363.50 24" (SE)
I.E.=363.40 12"(E)
I.E.=363.40 24" (NW)
{SDCB (TYPE I)
}RIM=391.74
I.E.=389.19 6" (N)
I.E.=388.79 12" (S)
{SDCB (TYPE I)
}RIM=391.76
I.E.=389.31 6" (S)
I.E.=388.61 12" (N)
I.E.=388.41 12" (E)
{CULVERT
}I.E.=356.70
{SDMH
}RIM=369.71
I.E.=361.33 24"(SE)
I.E.=361.17 24" (W)
SUMP=358.87
TEST PIT
{SDCB (TYPE 2)
}RIM=394.23
I.E.=385.60 12" W
I.E.=384.97 18" (N)
I.E.=385.08 18" (S)
Ρς 232ΘΧ ΡΣ 02ΣΓ ΟΚ ΡςPENA,
FORTUNATO
2421039018
2421039008
2421039051
TRACT "A"
S.A.T.
\A1;{\Fsimplex|c0;\W0.85;50' INGRESS, EGRESS, AND UTILITIES EASEMENT; REC. NO. 9103210123}
\A1;{\Fsimplex|c0;\W0.85;30' ACCESS AND UTILITIES EASEMENT; REC. NO. 880425072}
1921049018
PARCEL "A"
1921049019
PARCEL "B"
PARCEL "D"
1921049026
1921049024
PARCEL "C"04ΣΓ ΟΚ ΡςΡς 231ΣΓ ΟΚ
A
44925
T
S
SGIRE DRETE
GNTE
FO IHSAW
T
ON
ΕΗΚ∆ ∀
(CATEGORY IV)
WETLAND C
(CATEGORY III)
WETLAND B
(CATEGORY III)
WETLAND A
1921049028
1921049032
1921049031
9578140500
SURVEYING PERFORMED IN CONJUNCTION WITH THIS SURVEY DOCUMENT UTILIZED ALL OR A PORTION OF THE
FOLLOWING EQUIPMENT:
10" TOTAL STATION MAINTAINED TO MANUFACTURER'S SPECIFICATIONS AS REQUIRED BY WAC-332-130-100
LEICA SYSTEM 500, REAL TIME KINEMATIC (RTK) GPS.
TOPCON HIPERLITE/PLUS, RAPID STATIC GPS UTILIZING OPUS POST PROCESSING PROCEDURES.
PROCEDURE USED : FIELD TRAVERSE WITH ACCURACY MEETING OR EXCEEDING THE REQUIREMENTS OF
WAC-332-130-090
NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29)
\A1;WASHINGTON COORDINATE SYSTEM (WCS) - NORTH ZONE (BASED UPON NAD 83/2011) UTILIZING THE WASHINGTON STATE REFERENCE NETWORK (WSRN) IN MAY 2021
PARCEL A:
THE NORTH HALF OF THE SOUTH TWO-FIFTHS OF GOVERNMENT LOT 2, SECTION 19, TOWNSHIP 21
NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, THE NORTH AND
SOUTH LINES OF SAID TRACT TO BE PARALLEL WITH THE NORTH AND SOUTH LINES OF SAID LOT 2;
EXCEPT THE EAST 600 FEET THEREOF; AND
EXCEPT THE WEST 30 FEET THEREOF.
PARCEL B:
THE SOUTH ONE-FIFTH OF GOVERNMENT LOT 2, EXCEPT THE EAST 600 FEET THEREOF;
TOGETHER WITH THE WEST 30 FEET OF THE NORTH ONE-HALF OF THE SOUTH TWO-FIFTHS OF
GOVERNMENT LOT 2, AND THE WEST 30 FEET OF THE SOUTH 349 FEET OF THE NORTH 791 FEET OF
GOVERNMENT LOT 2; ALL IN SECTION 19, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE
MERIDIAN, IN KING COUNTY, WASHINGTON.
PARCEL C:
THE WEST 160 FEET OF THE SOUTH 349 FEET OF THE NORTH 791 FEET OF GOVERNMENT LOT 2 IN
SECTION 19 OF TOWNSHIP 21 NORTH IN RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON;
EXCEPT ANY PORTION THEREOF LYING WITHIN THE SOUTH 2/5 OF SAID GOVERNMENT LOT 2; AND
EXCEPT THE WEST 30 FEET THEREOF AS CONVEYED UNDER RECORDING NO. 6638281.
PARCEL D:
THAT PORTION OF GOVERNMENT LOT 2 IN SECTION 19, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN
KING COUNTY, WASHINGTON,
DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF SAID GOVERNMENT LOT 2;
THENCE SOUTH 412 FEET;
THENCE EAST 160 FEET TO THE TRUE POINT OF BEGINNING;
THENCE CONTINUING EAST 112 FEET TO THE WEST BOUNDARY OF A TRACT CONVEYED UNDER
RECORDING NO. 3726558;
THENCE SOUTH, ALONG SAID BOUNDARY, 379 FEET;
THENCE WEST 112 FEET TO THE EAST LINE OF A TRACT CONVEYED UNDER RECORDING NO. 3293365;
THENCE NORTH, ALONG SAID LINE, 379 FEET TO THE TRUE POINT OF BEGINNING;
EXCEPT THE NORTH 30 FEET THEREOF AS RESERVED FOR ROAD PURPOSES UNDER RECORDING NO.
3383996; AND
EXCEPT ANY PORTION THEREOF LYING WITHIN THE SOUTH 2/5 OF SAID GOVERNMENT LOT 2.
PARCEL E.
THE SOUTH 30 FEET OF THE NORTH 442 FEET OF THE WEST 272 FEET OF GOVERNMENT LOT 2,
SECTION 19, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY,
1. BOUNDARY AND TOPOGRAPHIC INFORMATION AS SHOWN HEREON IS DERIVED FROM FIELD
CONDITIONS OBSERVED IN NOVEMBER 2023.
2. BURIED UTILITIES AS SHOWN ON ADJACENT ROADWAYS WERE LOCATED IN THE FIELD BY MT.
VIEW UTILITY LOCATING SERVICES IN OF 2023. 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" PRIOR TO SUCH ACTIVITIES.
3. LEGAL DESCRIPTION, EASEMENTS, COVENANTS, CONDITIONS A70144098211304-SC AND
COMMITMENT NO. 0204755-16. 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.
01/05/2024
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08
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ΣΘ≅ΒΣ ≅Θ∆≅ Σ≅ΑΚ∆
HOA
PUBLIC
PUBLIC
HOA
HOA
HOA
HOA
HOA
ΕΗΚ∆ ∀
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\\004\\023\\P-plat\\Plots\\PP-03.dwg1/5/2024 2:03 PMPlotted:File:Plotted By: Brandon LoucksLYNNWOODFEDERAL 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∆ΜΣΡ≅ΦΓ≅ΚΗ∆ Γ∆ΗΦΓΣΡPRELIMINARY SITE PLANWASHINGTONCITY OF FEDERAL WAY1316-004-023
PP-03
BML
CJR
01/05/2024
ΟΟ,/2
2 0/
µ
ΡΒ≅Κ∆9 0! <
0 25
4/&
10050
2.0%
R/WR/W
2.0%(MAX.)
2.0%
(MAX.)
2.0%
\A1;52'
\A1;12'\A1;8' PARKING \A1;8' PARKING
4'
PLANTER
4'
PLANTER
5'
SIDEWALK
3' UTIL.
STRIP3' UTIL.
STRIP
5'
SIDEWALK
SCALE: 1" = 5'
ER
T
ST A T
NO
50085
G S
ERTE
D
E FO HWSA
GN
ΘΝ≅Χ ≅(TYPE 'W')2.0%
P/LP/L
\A1;20'
\A1;16'
2'
SHOULDER
2'
SHOULDER
\A1;3'
Ρς 233ΣΓ ΡΣ
Ρς 232ΘΧ ΡΣ 02ΣΓ ΟΚ ΡςΘΝ≅Χ Α(TYPE 'W')Ρς 231ΣΓ ΟΚ
04ΣΓ ΟΚ Ρς(TYPE 'U')(TYPE 'U')(TYPE 'U')
≅
≅
ΑΑ
Β Β
Χ Χ
ΣΘ≅ΒΣ Β
ΣΘ≅ΒΣ ≅
ΣΘ≅ΒΣ Α ΣΘ≅ΒΣ ∆ΣΘ≅ΒΣ Χ(TYPE 'K')
(TYPE 'W')
2.0%
P/LP/L
\A1;25'
\A1;20'
2.5'
SHOULDER
2.5'
SHOULDER
\A1;3'
2.0%2.0%
8'
SIDEWALK
3:1 MAX.3:1 MAX.
PROP
R/W
\A1;22'
\A1;52' R/W
\A1;EX 50' R/W\A1;28' PROPOSED R/W DEDICATION
\A1;25'
\A1;20'
\A1;4' WIDE SOFT SURFACE TRAIL (TYP)
ΑΑ
\A1;52' R/W
\A1;60'
\A1;40'
\A1;60'
WETLAND B
WETLAND C\pxqc;WETLAND BUFFERWETLANDBUFFER\pxqc;WETLAND BUFFER\A1;5' LANDSCAPE
(CATEGORY III)
WETLAND A
(CATEGORY III)
(CATEGORY IV)
EX EASEMENT FOR
INGRESS, EGRESS
AND UTILITIES TO
KING COUNTY
#9103210123
EX 30' EASEMENT FOR
INGRESS, EGRESS
AND UTILITIES #8804250722
\A1;R=59'
\A1;R=65'
\A1;R=53'
LOCAL RESIDENTIAL ROAD SECTION (TYPE 'W')
ΟΘΗΥ≅Σ∆ ≅ΒΒ∆ΡΡ ΣΘ≅ΒΣ Β
SCALE: 1" = 5'
ΟΘΗΥ≅Σ∆ ≅ΒΒ∆ΡΡ ΣΘ≅ΒΣ Χ
SCALE: 1" = 5'
SCALE: 1" = 5'
Ρς 233ΣΓ ΡΣ Γ≅ΚΕ ΡΣΘ∆∆Σ
\pxqc;PRINCIPAL/COLLECTOR (TYPE 'K')
\A1;3'\A1;6' PLANTER
\A1;28'EXR/WEX
R/W
PP-03
C
PP-03
D
PP-03
B
PP-03
A
ΘΝ≅Χ ≅ % ΘΝ≅Χ Α
ΣΘ≅ΒΣ Ε
\A1;50'
\A1;78'
\A1;22'%%P
EX 30' EASEMENT FOR
INGRESS AND EGRESS
#6638281 AND
EASEMENT FOR
INGRESS, EGRESS
AND UTILITIES
EX 30' EASEMENT FOR INGRESS AND
EGRESS #6638281
AND EASEMENT FOR INGRESS AND
EGRESS #7704110041
AND EASEMENT FOR INGRESS, EGRESS
AND UTILITIES #8804250722
EX 30' EASEMENT FOR INGRESS AND EGRESS
#3999692
AND EASEMENT FOR INGRESS AND EGRESS #4847499,
4847141 AND 6270853
EX EASEMENT TO PSPL #3534312 SINGLE LINE ACROSS 30' STRIP AND EASEMENT FOR INGRESS AND EGRESS #4847499, 4847141 AND 6270853
\A1;FUTURE 60' R/WEX 35'R/W(TYPE 'S')
ΣΘ≅ΒΣ Γ
ΣΘ≅ΒΣ Φ
\A1;56' R/W\A1;PROPOSED 10' UTILITY EASEMENT \A1;PROPOSED 10' UTILITY EASEMENT
\A1;PROPOSED 10' UTILITY EASEMENT
6403700080
6403700090
6403700120640370013064037TRCT
6403700070
6403700060
6403700050
6403700040
6403700030
6403700020
6403700010
1921049032 1921049031
\A1;EX 89' R/W2421039008
2421039051
11'11'\A1;PROPOSED 10' UTILITY EASEMENT (TYP)
\A1;PROPOSED 10' UTILITY EASEMENT (TYP)
\A1;PROPOSED 10' UTILITY EASEMENT (TYP)
Ρς 230ΡΣ ΟΚ
Ρς 233ΣΓ ΡΣ
(TYPE 'K')
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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\\004\\023\\P-plat\\Plots\\PP-05.dwg1/5/2024 2:30 PMPlotted:File:Plotted By: Brandon LoucksLYNNWOODFEDERAL 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∆ΜΣΡ≅ΦΓ≅ΚΗ∆ Γ∆ΗΦΓΣΡPRELIMINARY UTILITY PLANWASHINGTONCITY OF FEDERAL WAY1316-004-023
PP-05
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G S
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GN
Ρς 232ΘΧ ΡΣ 02ΣΓ ΟΚ Ρςµ
ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1&
ΡΒ≅Κ∆9 0! <
0 25
4/&
10050
Ρς 231ΣΓ ΟΚ
04ΣΓ ΟΚ ΡςΕΗΚ∆ ∀
06
07
08
1/10
11
12
05
04
0/
00
8
7
6
5
4
3
2
01
03
02
01
13 14
15
ΘΝ≅Χ ≅ΘΝ≅Χ ΑΣΘ≅ΒΣ ∆ΣΘ≅ΒΣ ΧWETLAND B
WETLAND C
(CATEGORY III)
WETLAND A
(CATEGORY III)
(CATEGORY IV)
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/STREET SIGN
ΟΝΜΧ ∀0
Θ∆Σ∆ΜΣΗΝΜ ΟΝΜΧ
ΟΝΜΧ ∀1
Χ∆Σ∆ΜΣΗΝΜ
ΟΝΜΧ
ΣΘ∆≅ΣΛ∆ΜΣ
Ρς≅Κ∆
PP-08
A
PP-08
A
PP-08
B
PP-08
B
PP-08
E
Ρς 233ΣΓ ΡΣPP-08
D
PP-08
E
PP-08
D
PP-08
C
PP-08
C
\A1;60'
\A1;40'
\A1;60'\pxqc;WETLAND BUFFERWETLAND
BUFFER \pxqc;WETLAND BUFFERΡς 230ΡΣ ΟΚ
Ρς 233ΣΓ ΡΣ
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NO.DESCRIPTION/DATE BY
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DWG. NAME:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
OF SHEETS
JOB NO.:
PRINT:
DATE OF
\\\\esm8\\ENGR\\ESM-JOBS\\1316\\004\\023\\P-plat\\Plots\\PP-04.dwg1/5/2024 2:25 PMPlotted:File:Plotted By: Brandon LoucksLYNNWOODFEDERAL 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∆ΜΣΡ≅ΦΓ≅ΚΗ∆ Γ∆ΗΦΓΣΡPRELIMINARY GRADING PLANWASHINGTONCITY OF FEDERAL WAY1316-004-023
PP-04
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GN
Ρς 233ΣΓ ΡΣ
Ρς 232ΘΧ ΡΣ 02ΣΓ ΟΚ Ρςµ
ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1&
ΡΒ≅Κ∆9 0! <
0 25
4/&
10050
Ρς 231ΣΓ ΟΚ
04ΣΓ ΟΚ ΡςΕΗΚ∆ ∀
06
07
08
1/10
11
12
05
04
0/
00
8
7
6
5
4
3 2
01
03
02
01
13
14
15
≅ΟΟΘΝΩΗΛ≅Σ∆
∆≅ΘΣΓςΝΘϑ ΠΤ≅ΜΣΗΣΗ∆Ρ
CUT 16,000 CY
FILL 25,700 CY
NET 10,700 CY FILL
EXISTING CONTOUR (MAJOR)700
DAYLIGHT LINE
700
CONTOUR (MINOR)702
CONTOUR (MAJOR)
Κ∆Φ∆ΜΧ
EXISTING CONTOUR (MINOR)700
ΘΝ≅Χ ≅ΘΝ≅Χ ΑΣΘ≅ΒΣ ∆ΣΘ≅ΒΣ ΧWETLAND B
WETLAND C
(CATEGORY III)
WETLAND A
(CATEGORY III)
(CATEGORY IV)
\A1;60'\A1;40'\A1;60'\pxqc;WETLAND BUFFERWETLANDBUFFER
Ρς 230ΡΣ ΟΚ
Ρς 233ΣΓ ΡΣ
01/05/2024
C O N S U L T I N G E N G I N E E R SL L CFederal Way, WA 9800333400 8th Ave S, Suite 205A PORTION OF SE 1/4 NE 1/4 OF SECTION 24, T 21 N, R 3 E, W.M.PROSPECT DEVELOPMENTSAGHALIE HEIGHTSPP-06
6 10
n
CONTOUR INTERVAL = 2'
SCALE: 1" = 50'
FILE #
ROAD A & SW 344TH ST
SCALE:
ROAD A & SW 344TH ST SIGHT DISTANCE CALCULATIONS
ROAD B & SW 344TH ST SIGHT DISTANCE CALCULATIONSROAD ASW 344TH ST
ROAD B & SW 344TH ST
SCALE:
SW 344TH ST ROAD B15TH PL SWROAD A & MILTON ROAD S SIGHT DISTANCE
ROAD B & SW 344TH ST SIGHT DISTANCE
10
11
1517
TRACT B
1211
10 13
TRACT B
15
13TH PL SW01/05/2024
SW 344TH ST C O N S U L T I N G E N G I N E E R SL L CFederal Way, WA 9800333400 8th Ave S, Suite 205A PORTION OF SE 1/4 NE 1/4 OF SECTION 24, T 21 N, R 3 E, W.M.PROSPECT DEVELOPMENTSAGHALIE HEIGHTSPP-07
7 10
n
CONTOUR INTERVAL = 2'
SCALE: 1" = 20'
FILE #
SW 344TH ST
SCALE:ROAD ASW 344TH ST
15TH PL SW1517
TRACT B
SW 344TH ST
A
PP-03
A
PP-03
SW 344TH ST 01/05/2024
POND 1 A-A POND 1 B-B
POND 2 A-A POND 2 C-CPOND 2 B-B C O N S U L T I N G E N G I N E E R SL L CFederal Way, WA 9800333400 8th Ave S, Suite 205PROSPECT DEVELOPMENTSAGHALIE HEIGHTSPP-08
8 10FILE #
POND #1 SECTION A-A
SCALE:
SW
344TH
ST
POND #1 SECTION B-B
SCALE:
POND #2 SECTION C-C
SCALE:
POND #2 SECTION D-D
SCALE:
POND #2 SECTION E-E
SCALE:
TRACT
A
TRACT
A
SW
344TH
ST
LOT
11
TWIN
TRAILS
LOT
23
TRACT
A
SCALE: 1" = 20'
01/05/2024
C O N S U L T I N G E N G I N E E R SL L CFederal Way, WA 9800333400 8th Ave S, Suite 205A PORTION OF SE 1/4 NE 1/4 OF SECTION 24, T 21 N, R 3 E, W.M.PROSPECT DEVELOPMENTSAGHALIE HEIGHTSPP-09
09 10
SW 343RD ST
15TH PL SW17
18
19
20 21
22
16
15
10
11
9
8
7
6
5
4
3
12
14
13
12ROAD AROAD BTRACT ETRACT DPOND #2
DETENTION
POND
SW 344TH ST
n
CONTOUR INTERVAL = 2'
SCALE: 1" = 30'
SEE SHEET PP-10 FOR CONTINUATION
STREET TREE LOCATIONS AND QUANTITIES ARE
APPROXIMATE AND SHALL BE ADJUSTED PER
FINAL DRIVEWAY AND UTILITY LOCATIONS.
PRELIMINARY PLANT LEGEND
REPLACEMENT TREE NOTES
811
BEFORE YOU DIG
CALL 48 HOURS
C O N S U L T I N G E N G I N E E R SL L CFederal Way, WA 9800333400 8th Ave S, Suite 205A PORTION OF SE 1/4 NE 1/4 OF SECTION 24, T 21 N, R 3 E, W.M.PROSPECT DEVELOPMENTSAGHALIE HEIGHTSPP-10
10 10
n
23
24
25
26
POND #1
RETENTION
POND
TREATMENT
SWALE
SEE SHEET PP-09 FOR CONTINUATIONTRACT DTRACT C
“–
”
TREE RETENTION DATA
REPLACEMENT TREE UNIT CREDITS
TABLE 18.120.103-2 TREE UNIT CREDITS
811
BEFORE YOU DIG
CALL 48 HOURS
STREET TREE LOCATIONS AND QUANTITIES ARE
APPROXIMATE AND SHALL BE ADJUSTED PER
FINAL DRIVEWAY AND UTILITY LOCATIONS.
SHRUB PLANTING DETAIL
CONIFEROUS TREE PLANTING AND
STAKING DETAIL
CONTOUR INTERVAL = 2'
SCALE: 1" = 30'
SPACING DETAILSHRUB AND GROUNDCOVER