HomeMy WebLinkAboutMAP_Preliminary_Plans_240301_v1GRADY
16TH STLIND
E VALLEY RDBENSONRD
S
PUGET
DR
SE
EDMONDS AVE SESE
31ST
ST
SE 116TH AVE SELIND AVE SW167
515
SW 27TH ST
SW 34TH ST TALBOTRD
S
S 21ST ST
405
\\\\esm8\\ENGR\\ESM-JOBS\\441\\004\\023\\P-plat\\Plots\\PP-01.dwg2/29/2024 4:26 PMPlotted:File:Plotted By: Brandon LoucksER
T
S
ES
OF
R
P
S
T A
N
O NA NE G
T
NO
50085
G S ERTE
D
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GN
R
EE
GERALD & MARCIA SCHNEIDER
6510 SOUTHCENTER BLVD #1
TUKWILA, WA 98188
722200-0110
N/A
22,085 SF
SINGLE FAMILY
3
R-8
4 DWELLING UNITS/ACRE
8 DWELLING UNITS/ACRE
5,000 SF (PERMITTED)
50' (60' CORNER)
FRONT SETBACK:
SIDE SETBACK:
MAXIMUM IMPERVIOUS COVERAGE:
WATER & SEWER PROVIDER:
SCHOOL DISTRICT:
FIRE DISTRICT:
Κ∆Φ≅Κ Χ∆ΡΒΘΗΟΣΗΝΜ
ΡΗΣ∆ Χ≅Σ≅
TAX PARCEL:
SITE ADDRESS:
SITE GROSS AREA:
PROPOSED USE:
NUMBER OF LOTS:
EXISTING ZONING:
MINIMUM NET DENSITY:
MAXIMUM NET DENSITY:
MINIMUM LOT SIZE:
MINIMUM LOT WIDTH:
{ESM CONSULTING ENGINEERS, L.L.C.
33400 8TH AVENUE S, SUITE 205
FEDERAL WAY, WA 98003
(253) 838-6113
CONTACT: BRANDON LOUCKS, PE}
20'
5'
65%%%
CITY OF RENTON
RENTON #403
RENTON REGIONAL FIRE DISTRICT
ΡΝΟΓΗ∆ ΙΝ ΡΓΝΘΣ ΟΚ≅Σ
ΡΓ∆∆Σ ΝΕ
∆ΡΛ ΙΝΑ ΜΝ− 330,//3,/12
οθδοθδχ αξ
οθδοθδχ ενθ
ενθ
ΡΒΓΜ∆ΗΧ∆Θ ΓΝΛ∆Ρ+ ΗΜΒ
ΟΘ∆ΚΗΛΗΜ≅ΘΞ ΟΚ≅ΜΡ
60
223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4
Ε∆Χ∆Θ≅Κ ς≅Ξ+ ς≅ΡΓΗΜΦΣΝΜ 87//2
Ογνµδ9 ∋142( 727,5002
EXISTING CONDITIONS & TREE RETENTION
COVER SHEET
DESCRIPTIONDRAWING NO.
3
2
SHEET NO.
1
PP-02
PP-01
PRELIMINARY LANDSCAPE/RECREATION PLANPP-05
PRELIMINARY PLAT PLANPP-03
PRELIMINARY LANDSCAPE DETAILS & NOTESPP-06
5
6
Φ∆ΝΣ∆ΒΓΜΗΒ≅Κ ∆ΜΦΗΜ∆∆Θ
ΝςΜ∆Θ
ΒΗΥΗΚ ∆ΜΦΗΜ∆∆Θ
ΡΤΘΥ∆ΞΝΘ
ΡΗΣ∆
NOT TO SCALE
Ργδδσ Ηµχδω
µ
Υηβηµησξ Λο
4 PRELIMINARY SITE PLANPP-04
DEVELOPMENT ENGINEERING, PLLC
PO BOX 446
TACOMA, WA 98401
(253) 228-0513
{\C2;LOTS 12 AND 13, PLAT No. 2 OF RENTON CO-OPERATIVE COAL COMPANY'S ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 9 OF PLATS, PAGE 27, IN KING COUNTY, WASHINGTON;}
{\C2;AEXCEPT THAT PORTION CONVEYED TO THE STATE OF WASHINGTON FOR HIGHWAY PURPOSES BY DEED RECORDED JANUARY 25, 1974 UNDER RECORDING NUMBER 7401250193.}
NAVD 88
{(WASHINGTON STATE DEPARTMENT OF TRANSPORTATION SURVEY MARK: MONUMENT ID No.
5281)
2 x 2 INCH LEAD SQUARE WITH A COPPER TACK SET IN THE TOP OF A CONCRETE MONUMENT,
12 CM BELOW GROUND SURFACE AND IN A CASE WITH OUT A LID AT THE INTERSECTION OF S
23rd ST. AND WILLIAMS AVENUE.
ELEVATION = 230.738}
Χ≅ΣΤΛ
Α∆ΜΒΓΛ≅Θϑ
SIGHT DISTANCE PLANPP-07
{DALEY-MORROW-POBLETE, INC.
726 AUBURN WAY NORTH
AUBURN, WA 98002
(253) 333-2200}
7.25 DWELLING UNITS/ACREPROPOSED NET DENSITY*:
15' (CORNER LOTS)SECONDARY FRONT SETBACK:
REAR SETBACK:25'
MAXIMUM BUILDING COVERAGE:50%%%
540/ ΡΝΤΣΓΒ∆ΜΣ∆Θ ΑΚΥΧ+ ΡΣ∆ 0//
ΣΤϑςΗΚ≅+ ς≅ 87077
∋1/5( 137,1360
*TRACT A AND RIGHT-OF-WAY DEDICATION AREAS SUBTRACTED FROM GROSS AREA
18,006 SFSITE NET AREA*:
5,000 SF (PERMITTED)AVERAGE LOT SIZE:
5,850 SF
LOT 2 SIZE:
5,940 SF
6,040 SF
LOT 3 SIZE:
5.5%%% (1,218 ST ROW DEDICATION/22,085 SF GROSS SITE AREA)LAND IN STREETS:
02/29/2024
S
S
S
S
S
CB - TYPE II
RIM = 209.76
IE = 203.51 E
IE = 203.46 SW
IE = 205.27
P
IE = 209.68
CB - TYPE I
RIM = 211.11
IE = 209.66 N
4' WIRE FENCE
LEANING AND BROKEN
4' WOOD FENCE
6' WOOD FENCE
6' WOOD FENCE5' CHAIN LINK FENCEFND ½" REBAR W/CAP
"DMP INC PLS 22952"
SSMH
RIM = 209.50
IE = 199.75 S
IE = 199.65 N
SSMH
RIM = 210.20
IE = 199.02 S,E
IE = 198.92 N
SSMH
RIM = 210.91
IE = 201.52 S, E
IE = 201.62 N
24.9LF 8" PVC @ 2.53%
SSMH
RIM = 211.08
IE = 200.08 E
IE = 199.98 W
SSMH
RIM = 209.29
IE = 201.64 E
IE = 201.54 W
POWER VAULT W
W
WW
26.8LF 12" CMP @ 6.75%
TRACT A
STORM DRAINAGE
L=41.02, R=460.00{\U+2206}=5\U+00B006'35"
∆
233.23'
S 88\U+00B030'40" E 289.91'803.13'202.17'
∆23.95'OF SHEETS
DATE OF
PRINT:
DATE:
CHECKED BY:
DRAWN BY:
JOB NO.:
DESIGNED BY:
DWG. NAME:
REVISIONS
DESCRIPTION/DATENO.BY
\\\\esm8\\ENGR\\ESM-JOBS\\441\\004\\023\\P-plat\\Plots\\PP-02.dwg2/5/2024 1:07 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 ΣΓ∆ Ρ∆ 0.3 ΝΕ Ρ∆ΒΣΗΝΜ 08+ ΣςΟ+ 12 Θ∆Φ+ 4 ∆+ ςΛ
ΡΒΓΜ∆ΗΧ∆Θ ΓΝΛ∆ΡΡΝΟΓΗ∆ ΙΝ ΡΓΝΘΣ ΟΚ≅ΣEXISTING CONDITIONS & TREE RETENTIONWASHINGTONCITY OF RENTON441-004-023
PP-02
BLM
CJR
02/05/2024
ΟΟ,/1
1 6
A
44925
T
S
SGIRE DRETE
GNTE
FO IHSAW
T
ON
ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1&
ΡΒ≅Κ∆9 0! <
0 10
1/&
4020
µ
NAVD 88(WASHINGTON STATE DEPARTMENT OF TRANSPORTATION SURVEY MARK: MONUMENT ID
No. 5281)
2 x 2 INCH LEAD SQUARE WITH A COPPER TACK SET IN THE TOP OF A CONCRETE
MONUMENT, 12 CM BELOW GROUND SURFACE AND IN A CASE WITH OUT A LID AT THE
INTERSECTION OF S 23rd ST. AND WILLIAMS AVENUE.
ELEVATION = 230.738ΡΛΗΣΓ∆ΘΡ ≅Υ∆ ΡΡ 10ΡΣ ΡΣ
Χ≅ΣΤΛ9Α∆ΜΒΓΛ≅Θϑ
POWER POLE
POWER POLE WITH DROP
STORM CATCH BASIN
SANITARY SEWER MANHOLE
TELEPHONE RISER BOX
WATER FIRE HYDRANTWATER METER
WATER VALVE
CHAINLINK FENCEEDGE CONCRETEEDGE GRAVELUNDERGROUND POWERSANITARY SEWER LINESTORM DRAINAGE LINEUNDERGROUND TELEPHONE LINEWATER LINE
OVERHEAD POWER
Κ∆Φ∆ΜΧ
POWER POLE WITH DROP AND TRANSFORMER
POWER POLE WITH TRANSFORMER
SANITARY SEWER CLEANOUT
STORM DRAIN MANHOLE
WOOD FENCE
TTELEPHONE MANHOLE
TTELEPHONE VAULT
COS
D
S
PAVEMENT CENTERLINE
{7222000105
2120 SMITHERS AVE S}
{7222000106
2114 SMITHERS AVE S}
{ 9888200010
2101 BURNETT PL S}
{9888200020
2107 BURNETT PL S}
{ 7222000142
2115 SMITHERS AVE S}
{ 7222000145
2201 SMITHERS AVE S}
{7222000141
2109 SMITHERS AVE S}
{ 7222000103
2126 SMITHERS AVE S}(RESIDENTIAL ACCESS)(NEIGHBORHOOD COLLECTOR ARTERIAL)
COTTONWOOD TREE CW
EXISTING TREE TO BE REMOVED
02/07/2024
P
803.13'∆
∆
ΚΝΣ ≅Θ∆≅ Σ≅ΑΚ∆
ΣΘ≅ΒΣ ≅Θ∆≅ Σ≅ΑΚ∆
{\C2;PRIVATE}
OF SHEETS
DATE OF
PRINT:
DATE:
CHECKED BY:
DRAWN BY:
JOB NO.:
DESIGNED BY:
DWG. NAME:
REVISIONS
DESCRIPTION/DATENO.BY
\\\\esm8\\ENGR\\ESM-JOBS\\441\\004\\023\\P-plat\\Plots\\PP-03.dwg2/28/2024 5:30 PMPlotted:File:Plotted By: Leanne KuhlmanLYNNWOODFEDERAL 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 ΣΓ∆ Ρ∆ 0.3 ΝΕ Ρ∆ΒΣΗΝΜ 08+ ΣςΟ+ 12 Θ∆Φ+ 4 ∆+ ςΛ
ΡΒΓΜ∆ΗΧ∆Θ ΓΝΛ∆ΡΡΝΟΓΗ∆ ΙΝ ΡΓΝΘΣ ΟΚ≅ΣPRELIMINARY PLAT PLANWASHINGTONCITY OF RENTON441-004-023
PP-03
BLM
CJR
02/29/2024
ΟΟ,/2
2 6
ER
T
ST A T
NO
50085
G S
ERTE
D
E FO HWSA
GN
ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1&
ΡΒ≅Κ∆9 0! <
0 10
1/&
4020
µΡΛΗΣΓ∆ΘΡ ≅Υ∆ Ρ0
A
-
A
-
Ρ∆ΒΣΗΝΜ ≅,≅
ΡΝΤΣΓ 10ΡΣ ΡΣΘ∆∆Σ
(NEIGHBORHOOD COLLECTOR ARTERIAL)
{7222000105
2120 SMITHERS AVE S}
OF R/W
\A1;15'EXR/WVARIES VARIES
\A1;5' SIDE BSBL (TYP)
\A1;5' SIDE BSBL
B
-
B
-
Ρ∆ΒΣΗΝΜ Α,Α
ΡΛΗΣΓ∆ΘΡ ≅Υ∆ Ρ
(RESIDENTIAL ACCESS)
C
-
C
-
1
ΣΘ≅ΒΣ ≅2
ΑΤΘΜ∆ΣΣ ΟΚ Ρ{7222000106
2114 SMITHERS AVE S}
{ 9888200010
2101 BURNETT PL S}
{9888200020
2107 BURNETT PL S}
{7222000141
2109 SMITHERS AVE S}\A1;40'\A1;VARIES\A1;15'\A1;15'
\A1;30' R/W
PROPOSED 11.5'
R/W
DEDICATION
(1,218 SF TOTAL
DEDICATION)
PROPOSED 1.5' R/W
DEDICATION
(1,218 SF TOTAL
DEDICATION)
\A1;15' SECONDARY FRONT BSBL
2.0%2:1 MAX
2:1 MAX\A1;8'\A1;0.50'\A1;8'\A1;8'SIDEWALKLANDSCAPEPARKING LANE
\A1;40'2.0%%%\A1;VARIES 34.70' TO 44.67'
\A1;19'%%P
\A1;VARIES 2'%%P TO 6'%%P
CROWN OF EX PAVEMENT
OF R/W
VARIES VARIES 2.0%2:1 MAX
2:1 MAX\A1;0.50'\A1;8'\A1;5'SIDEWALKLANDSCAPE
\A1;15'2.0%%%\A1;15'\A1;11.5'
PROPOSED R/W DEDICATION
2.0%
Ρ∆ΒΣΗΝΜ Β,Β
ΣΘ≅ΒΣ ≅
(JOINT USE DRIVEWAY)
2.0%%%\A1;8'\A1;8'\A1;3'2:1 MAX2:1 MAX2:1 MAX
2:1 MAX
\A1;16'
\A1;PROPOSED 38' TRACT A/STORM EASEMENT
VARIES
1'%%P TO 5'%%P
\A1;PROPOSED 1.5' R/W DEDICATION
\A1;VARIES 12'%%P TO 2'%%P
\A1;16'(RESIDENTIAL ACCESS)SCALE:1"=5'
SCALE:1"=5'SCALE:1"=5'
ΡΝΤΣΓ 10ΡΣ ΡΣΘ∆∆Σ
\A1;10' UTILITY EASEMENT (TYP)(32'-35'%%P)\A1;20'\A1;5' SIDE BSBL\A1;20' FRONT BSBL \A1;5' SIDE BSBL
\A1;15' SECONDARY FRONT BSBL \A1;23'\A1;22.4313'PROP
R/W
\A1;23'
\A1;13'
LOT 2 LOT 3
EXR/WEXR/WEXR/WPROP
R/W
\A1;20' FRONT BSBL\A1;20' FRONT BSBL \A1;5' STORM EASEMENT\A1;5' STORM EASEMENT
02/29/2024
P W
W
W
W
S
S
S
S
OF SHEETS
DATE OF
PRINT:
DATE:
CHECKED BY:
DRAWN BY:
JOB NO.:
DESIGNED BY:
DWG. NAME:
REVISIONS
DESCRIPTION/DATENO.BY
\\\\esm8\\ENGR\\ESM-JOBS\\441\\004\\023\\P-plat\\Plots\\PP-04.dwg2/28/2024 5:32 PMPlotted:File:Plotted By: Leanne KuhlmanLYNNWOODFEDERAL 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 ΣΓ∆ Ρ∆ 0.3 ΝΕ Ρ∆ΒΣΗΝΜ 08+ ΣςΟ+ 12 Θ∆Φ+ 4 ∆+ ςΛ
ΡΒΓΜ∆ΗΧ∆Θ ΓΝΛ∆ΡΡΝΟΓΗ∆ ΙΝ ΡΓΝΘΣ ΟΚ≅ΣPRELIMINARY SITE PLANWASHINGTONCITY OF RENTON441-004-023
PP-04
BLM
CJR
02/29/2024
ΟΟ,/3
3 6
ER
T
ST A T
NO
50085
G S
ERTE
D
E FO HWSA
GN
ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1&
ΡΒ≅Κ∆9 0! <
0 10
1/&
4020
µΡΛΗΣΓ∆ΘΡ ≅Υ∆ ΡΡ 10ΡΣ ΡΣ
0
PROPOSED ASPHALT PAVEMENT
PROPOSED CONCRETE SIDEWALK
1
ΣΘ≅ΒΣ ≅2
ΑΤΘΜ∆ΣΣ ΟΚ Ρ{7222000105
2120 SMITHERS AVE S}
{7222000106
2114 SMITHERS AVE S}
{ 9888200010
2101 BURNETT PL S}
{9888200020
2107 BURNETT PL S}
{7222000141
2109 SMITHERS AVE S}\A1;40'\A1;VARIES\A1;15'\A1;15'
\A1;30' R/W
\A1;PROPOSED 11.5' R/W DEDICATION
\A1;PROPOSED 1.5' R/W DEDICATION
EXISTING PAVEMENT
≅
≅
ΑΑ
EXISTING CONTOURS
PROPOSED CONTOURS
Κ∆Φ∆ΜΧ
EXISTING STORM DRAINAGE
EXISTING SANITARY SEWER
EXISTING WATER MAIN
PROPOSED 12"%%C STORM DRAINAGE
PROPOSED SANITARY SEWER SERVICE
PROPOSED WATER SERVICE
EXISTING GAS MAIN
≅ΟΟΘΝΩΗΛ≅Σ∆
∆≅ΘΣΓςΝΘϑ ΠΤ≅ΜΣΗΣΗ∆Ρ
STRIPPING
(ASSUMED 12")
CUT
FILL
NETFOR PERMIT PURPOSES ONLY. QUANTITIES ARE "NEAT LINE" YARDAGE'S WITHOUT ALLOWANCE FOR SHRINK OR SWELL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CALCULATE ALL YARDAGE'S FOR BID PURPOSES.
850 CY
0 CY
3,700 CY
3,700 CY FLL
(NEIGHBORHOOD COLLECTOR ARTERIAL)(RESIDENTIAL ACCESS) 200
200
200
200
Ρ∆ΒΣΗΝΜ ≅,≅Ρ∆ΒΣΗΝΜ Α,Α
1"=
1"=ΡΒ≅Κ∆9 HORIZ.
VERT.
10'
5'
1"=ΡΒ≅Κ∆9 HORIZ.
VERT.
10'
5'
\A1;0.50' FREEBOARD
5%5%
ΚΝΣ 1
R/W
\A1;38' TRACT A
5%
ΚΝΣ 2
\A1;0.50' FREEBOARD
\A1;16' ACCESS
\A1;34'
BOTTOM OF VAULT=202.5%%P\A1;4.75'TOP OF LID=210.75
FG=212.0%%P
FG=212.0%%P (32'-35'%%P)Χ∆Σ∆ΜΣΗΝΜ ΥΝΚΤΛ∆Ρ
∋ΚΗΥ∆ ΡΣΝΘ≅Φ∆(
MODELEDPROPOSED 9,866 CF (0.243 AC-FT)10,198 CF (0.243 AC-FT)\A1;PROPOSED 10' UTILITY EASEMENT (TYP)
5' MIN
(TYP)
\A1;62'
\A1;5' STORM EASEMENT\A1;5' STORM EASEMENT
5' STORM
EASEMENT \A1;5' STORM EASEMENT
BOTTOM OF LIVE
STORAGE=204.25
TOP OF LIVE
STORAGE=209.0
\A1;5' MIN
02/29/2024
0
2ΣΘ≅ΒΣ ≅1PW
W
W
W
ΑΤΘΜ∆ΣΣ ΟΚ≅Β∆ ΡΡ 10ΡΣ ΡΣΘ∆∆Σ
ΡΛΗΣΓ∆ΘΡ ≅Υ∆ ΡOF SHEETS
DATE OF
PRINT:
DATE:
CHECKED BY:
DRAWN BY:
JOB NO.:
DESIGNED BY:
DWG. NAME:
REVISIONS
DESCRIPTION/DATENO.BY
\\\\esm8\\ENGR\\ESM-JOBS\\441\\004\\023\\P-plat\\Plots\\PP-05.dwg2/5/2024 1:11 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 ΣΓ∆ Ρ∆ 0.3 ΝΕ Ρ∆ΒΣΗΝΜ 08+ ΣςΟ+ 12 Θ∆Φ+ 4 ∆+ ςΛ
ΡΒΓΜ∆ΗΧ∆Θ ΓΝΛ∆ΡΡΝΟΓΗ∆ ΙΝ ΡΓΝΘΣ ΟΚ≅ΣPRELIMINARY LANDSCAPE/RECREATION PLANWASHINGTONCITY OF RENTON441-004-023
PP-05
LDK
LDK
02/05/2024
ΟΟ,/4
4 6
ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1&
ΡΒ≅Κ∆9 0! <
0 10
1/&
4020
µ
OF SHEETS
DATE OF
PRINT:
DATE:
CHECKED BY:
DRAWN BY:
JOB NO.:
DESIGNED BY:
DWG. NAME:
REVISIONS
DESCRIPTION/DATENO.BY
\\\\esm8\\ENGR\\ESM-JOBS\\441\\004\\023\\P-plat\\Plots\\PP-05.dwg2/5/2024 1:11 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 ΣΓ∆ Ρ∆ 0.3 ΝΕ Ρ∆ΒΣΗΝΜ 08+ ΣςΟ+ 12 Θ∆Φ+ 4 ∆+ ςΛ
ΡΒΓΜ∆ΗΧ∆Θ ΓΝΛ∆ΡΡΝΟΓΗ∆ ΙΝ ΡΓΝΘΣ ΟΚ≅ΣPRELIMINARY LANDSCAPE/RECREATION PLANWASHINGTONCITY OF RENTON441-004-023
PP-05
LDK
LDK
02/05/2024
ΟΟ,/4
4 6
LANDSCAPE ARCHITECT
LEANNE D. KUHLMAN
CERTIFICATE No. 743
WASHINGTON
REGISTERED
STATE OF
%%USYMBOL %%UBOTANICAL / COMMON NAME %%USIZE %%ULOCATION{\LQUANTITY}
ΟΘ∆ΚΗΛΗΜ≅ΘΞ ΟΚ≅ΜΣ Κ∆Φ∆ΜΧ
6Quercus bicolor /
SWAMP WHITE OAK
2" CAL.
TR-09
2" CAL.6
TR-18
Tilia cordata 'Chancellor' / LITTLELEAF LINDEN STREET ROW AND LOTS
PER RMC 4-4-070.F.2.c.iii, LARGE-MATURING TREES ARE LOCATED AT 50' ON-CENTER SPACING AND ALL SELECTED SPECIES WILL REACH 50'
HEIGHT OR GREATER AT MATURITY.
ALL STREET TREES ARE DESIGNATED AS LARGE MATURING STREET TREES PER THE CITY OF RENTON TREE LIST.
PER RMC 4-4-130.H.1.e.ii, REPLACEMENT TREES SHALL BE 2" DIAMETER FOR DECIDUOUS AND MINIMUM 6' HEIGHT FOR EVERGREEN SPECIES
REFER TO TREE PROTECTION PLAN BY ABC CONSULTING ARBORISTS LLC DATED AUGUST 9, 2023 FOR
COMPLETE TREE REPLACEMENT AND TREE RETENTION DATA.
PER THIS REPORT, THE LANDSCAPE PLAN PROPOSES (17) LARGE- MATURING SPECIES REPLACEMENT
TREES PER THE CITY OF RENTON APPROVED TREE LIST AND AS NOTED IN THE LEGEND BELOW. THERE
ARE NO SIGNIFICANT TREES ON-SITE TO BE RETAINED.
ALL PROPOSED TREES SHOWN ON THIS PLAN ARE SPECIFIED AS REPLACEMENT TREES PER THE
REQUIREMENTS OUTLINED IN THE TREE PROTECTION PLAN BY ABC CONSULTING ARBORISTS LLC.
STREET ROW AND LOTS
\A1;PROPOSED STREET TREE- TYP. REFER TO STREET PRELIMINARY PLANT LEGEND THIS SHEET
\A1;LOW GROWING GROUND COVER, TYP. REFER TO PRELIMINARY PLANT LEGEND THIS SHEET
\A1;50'
Thuja plicata /
WESTERN RED CEDAR
6' MIN. HT.
TR-04
2
3Pinus contorta /
SHORE PINE
6' MIN. HT.
TR-09
LOTS
LOTS
PER RMC 4-4-130.H.1.e.ii
IRRIGATION AND AUTOMATIC CONTROLLER:
A. A PERMANENT BUILT-IN IRRIGATION SYSTEM WITH AN AUTOMATIC CONTROLLER SHALL BE INSTALLED, USED,
AND MAINTAINED IN WORKING ORDER IN ALL LANDSCAPED AREAS OF INDUSTRIAL, COMMERCIAL, AND
MULTI-FAMILY DEVELOPMENT, AND LANDSCAPED COMMON AREAS IN SINGLE FAMILY SUBDIVISIONS.
B. THE IRRIGATION SYSTEM SHALL PROVIDE FULL WATER COVERAGE OF THE PLANTED AREAS AS SPECIFIED IN
THE PLAN.
C. THE IRRIGATION SYSTEM MAINTENANCE PROGRAM SHALL INCLUDE SCHEDULED PROCEDURES FOR
WINTERIZATION.
ΗΘΘΗΦ≅ΣΗΝΜ ΡΞΡΣ∆Λ
ΣΘ∆∆ ΟΘΝΣ∆ΒΣΗΝΜ ΟΚ≅Μ
17
%%UCOMMENTS
B&B, FULLY BRANCHED
B&B, FULLY BRANCHED
B&B, FULL, VIGOROUS
B&B, FULL, VIGOROUS
\A1;5' MIN. TYP.
5' MIN.
TYP.
\A1;10' PUBLIC UTILITY EASEMENT- TYP.
Liriope muscari 'Silvery Sunproof' / LILYTURF
155Thymus praecox ''Coccineus' / RED CREEPING THYME
71Festuca ovina 'Elijah Blue' / BLUE FESCUE
2 GAL.
1 GAL.
2 GAL.
PARKING STRIP
"
"
83
APPROX.
FULL, VIGOROUS
FULL, VIGOROUS
FULL, VIGOROUS
02/07/2024
OF SHEETS
DATE OF
PRINT:
DATE:
CHECKED BY:
DRAWN BY:
JOB NO.:
DESIGNED BY:
DWG. NAME:
REVISIONS
DESCRIPTION/DATENO.BY
\\\\esm8\\ENGR\\ESM-JOBS\\441\\004\\023\\P-plat\\Plots\\PP-06.dwg2/5/2024 1:12 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 1/4ΡΒΓΜ∆ΗΧ∆Θ ΓΝΛ∆ΡΡΝΟΓΗ∆ ΙΝ ΡΓΝΘΣ ΟΚ≅ΣPRELIMINARY LANDSCAPE DETAILS & NOTESWASHINGTONCITY OF RENTON441-004-023
PP-06
LDK
LDK
02/05/2024
ΟΟ,/5
5 6
LANDSCAPE ARCHITECT
LEANNE D. KUHLMAN
CERTIFICATE No. 743
WASHINGTON
REGISTERED
STATE OF
BARK MULCH
TO PREVAILING WIND
SET STAKES PERPENDICULAR
AMEND NATIVE SOIL W/
PLANTING SOIL
3" SETTLED DEPTH FINE BLEND
NOT TO SCALE
CHAINLOCK TREE TIE, TYP.
~
~
REMOVE BINDING TWINE & TOP
1/3 OF BURLAP
FERTILIZER TABLETS
(4-21 GRAM-20-10-5)
SCARIFY PLANTING PIT
SIDES AND BOTTOM
6" DEEP, FIRM, NATIVE
SOIL MOUND
2x ROOTBALL WIDTH
2" MAX.PRUNE DISEASED ANDBROKEN BRANCHES
WATERING BASIN
12" MIN. FOR WOOD1/2 TREE HT.APPROX 4'EQUALΧ∆ΒΗΧΤΝΤΡ ΣΘ∆∆ ΟΚ≅ΜΣΗΜΦ % ΡΣ≅ϑΗΜΦ Χ∆Σ≅ΗΚ
2x2 PINE TREE STAKES
INSTALL "TREE BOOT" OR
"ARBORGARD" IN LAWN AREAS.
6" DEPTH 3-WAY MIX
PLANT TREE 1"-2" HIGHER
THAN IN NURSERY
UNDISTURBED GROUND
STAKES & 18" FOR REBAR
1. DO NOT DIG BEFORE LOCATING UTILITIES.
2. SUBGRADES, INCLUDING BERMS, TO WITHIN 1/10TH FOOT PROVIDED BY
GENERAL CONTRACTOR UNLESS OTHERWISE NOTED.
3. SUBGRADE SHALL BE SCARIFIED OR ROTOTILLED IF CONDITIONS REQUIRE.
4. APPLY 6" DEPTH TYPICAL 3-WAY MIX TOPSOIL IN ALL PLANTING AREAS OR
AS OTHERWISE NOTED.
5. APPLY 3" DEPTH FINE GRADE BARK MULCH IN ALL PLANTING AREAS. MULCH
TO BE FREE OF WEED SEED, SAWDUST, RESIN OR TANNIN AND SHALL NOT
CONTAIN ANY COMPOUNDS DETRIMENTAL TO PLANT GROWTH.
6. CONTRACTOR IS RESPONSIBLE FOR BRINGING ANY PROPOSED
SUBSTITUTIONS OR UNFORESEEN FIELD CONDITIONS TO THE ATTENTION OF
THE LANDSCAPE ARCHITECT.
7. LANDSCAPE ARCHITECT MAY ADJUST PLANT QUANTITIES OR VARIETIES
BASED ON AVAILABILITY OR FIELD CONDITIONS.
8. ALL PLANT MATERIAL SHALL BE DISEASE FREE AND ARRIVE IN A VIGOROUS
GROWING CONDITION.
9. ALL PLANT MATERIAL SHALL CONFORM TO USA STANDARD FOR NURSERY
STOCK, LATEST EDITION.
10. ALL TREE PITS SHALL BE INSPECTED TO INSURE PROPER DRAINAGE.
11. POSITIVE DRAINAGE SHALL BE MAINTAINED. MOUND PLANTING AREAS A
MINIMUM OF 12" UNLESS OTHERWISE NOTED.
12. CONTRACTOR AGREES TO WARRANTY AND MAINTAIN ALL PLANT MATERIAL
FOR ONE FULL GROWING SEASON PAST INSTALLATION AND SHALL REPLACE
DEAD PLANT MATERIAL WITHIN THAT WARRANTY / MAINTENANCE PERIOD WITH
NO OBLIGATION TO THE OWNER.
13. STREET TREES SHALL HAVE UNIFORM BRANCHING HEIGHT OF 5 1/2'
MINIMUM ABOVE GRADE OR AS OTHERWISE NOTED.
14. STREET TREE LOCATIONS ARE APPROXIMATE AND SHOULD BE ADJUSTED
PER STREET LIGHT AND UTILITY LOCATIONS.
15. ALL TREES SHALL BE DOUBLE STAKED AS SHOWN ON THE DETAILS. STAKES
TO BE REMOVED AFTER ONE FULL GROWING SEASON. TREES THAT HAVE DIED
WITHIN THE ONE YEAR WARRANTY / MAINTENANCE PERIOD SHALL BE
REPLACED AND RE-STAKED PER THE DETAIL.
16. ALL NEWLY PLANTED TREES SHALL INCLUDE A MULCH RING THAT HAS A
DEPTH OF AT LEAST THREE INCHES (3") AND IS AT LEAST THREE FEET (3') IN
RADIUS AROUND THE TREE.
17. LANDSCAPE CONTRACTOR SHALL MAINTAIN SITE UNTIL FINAL INSPECTION
AND ACCEPTANCE BY OWNER AND REVIEWING AGENCY.
Κ≅ΜΧΡΒ≅Ο∆ ΜΝΣ∆Ρ
NOT TO SCALE
FIRM NATIVE SOIL MOUND
SCARIFY PIT SIDES AND BOTTOM
REMOVE BINDING MATERIAL AND
6" DEPTH 3-WAY MIX TOPSOIL
2x2 PINE TREE STAKES
GRADE BARK MULCH~
FERTILIZER TABLETS
TOP 1/3 OF BURLAP
3" SETTLED DEPTH FINE
WATERING BASIN
CHAINLOCK TREE TIE, TYP.
PRUNE DISEASED ANDBROKEN BRANCHES
18" MIN.1/2 TREE HEIGHTSET STAKES PERPENDICULAR
TO PREVAILING WIND
AMEND NATIVE SOIL WITH(4-21 GRAM-20-10-5)
2x ROOTBALL WIDTH
ΒΝΜΗΕ∆ΘΝΤΡ ΣΘ∆∆ ΟΚ≅ΜΣΗΜΦ ≅ΜΧ
ΡΣ≅ϑΗΜΦ Χ∆Σ≅ΗΚ
\W0.9000;FINISH GRADE
EQUAL SPACING
ΡΟ≅ΒΗΜΦ Χ∆Σ≅ΗΚ
NOT TO SCALE
DRAWING
ΡΓΘΤΑ ≅ΜΧ ΦΘΝΤΜΧΒΝΥ∆Θ
1/2 DIA. OF PLANT
OR AS SHOWN ON EQUAL SPACINGELEVATION
PLAN
{\W0.9;TOPSOIL DEPTH AND TYPE AS SPECIFIED}
{\W0.9;BARK MULCH DEPTH AS SPECIFIED}
{\W0.9;GROUNDCOVER PLANTS, SEE PLANT LIST}
{\W0.9;EXISTING SUBGRADE}
{\W0.9;GROUNDCOVER PLANT SPACING AS INDICATED ON PLANT LIST}\W0.9000;EDGE OF PAVING OR PLANTING BED
2x ROOTBALL WIDTH
6"
NOT TO SCALE
~{\W0.9;MULCH RING 3" SETTLED DEPTH FINE BLEND BARK MULCH X 2' DIAMETER, TO WITHIN 3" OF SHRUB STEM. DO NOT MOUND MULCH AGAINST SHRUB STEM}
{\W0.9;BACKFILL PLANTING HOLE HALF-FULL WITH NATIVE SOIL AND TAMP TO STABILIZE ROOTBALL. DO NOT DISTURB ROOTBALL. BACKFILL REMAINING HOLE WITH AMENDMENT AS NOTED IN THE PLANTING SPECIFICATIONS AND/ OR INSTALLATION NOTES. WATER THOROUGHLY.}
{\W0.9;SCARIFY SIDES OF PLANTING HOLE, ENSURE ADEQUATE DRAINAGE}
\pxqr;{\W0.9;EXISTING NATIVE SOIL}
\pxqr;{\W0.9;PLANT 1" HIGHER THAN IN NURSERY}
ΒΝΜΣ≅ΗΜ∆Θ ΡΣΝΒϑ ΡΓΘΤΑ
ΟΚ≅ΜΣΗΜΦ Χ∆Σ≅ΗΚ
\W0.9000;PRUNE DISEASED AND BROKEN BRANCHES
\W0.9000;FIRM NATIVE SOIL MOUND
\pxqr;{\W0.9;FINISH GRADE}
02/07/2024
S
S
S
S
P
OF SHEETS
DATE OF
PRINT:
DATE:
CHECKED BY:
DRAWN BY:
JOB NO.:
DESIGNED BY:
DWG. NAME:
REVISIONS
DESCRIPTION/DATENO.BY
\\\\esm8\\ENGR\\ESM-JOBS\\441\\004\\023\\P-plat\\Plots\\PP-07.dwg2/28/2024 5:34 PMPlotted:File:Plotted By: Leanne KuhlmanLYNNWOODFEDERAL 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 ΣΓ∆ Ρ∆ 0.3 ΝΕ Ρ∆ΒΣΗΝΜ 08+ ΣςΟ+ 12 Θ∆Φ+ 4 ∆+ ςΛ
ΡΒΓΜ∆ΗΧ∆Θ ΓΝΛ∆ΡΡΝΟΓΗ∆ ΙΝ ΡΓΝΘΣ ΟΚ≅ΣSIGHT DITANCE PLANWASHINGTONCITY OF RENTON441-004-023
PP-07
BLM
CJR
02/29/2024
ΟΟ,/6
6 6
ER
T
ST A T
NO
50085
G S
ERTE
D
E FO HWSA
GN
ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1&
ΡΒ≅Κ∆9 0! <
0 15
2/&
6030
µΡΛΗΣΓ∆ΘΡ ≅Υ∆ ΡΡ 10ΡΣ ΡΣ
ASPHALT PAVEMENT
CONCRETE SIDEWALK
Κ∆Φ∆ΜΧ
ΣΘ≅ΒΣ ≅2
ΑΤΘΜ∆ΣΣ ΟΚ Ρ∆ΜΣ∆ΘΗΜΦ ΡΗΦΓΣ ΧΗΡΣ≅ΜΒ∆ ΟΘΝΕΗΚ∆
1"=
1"=ΡΒ≅Κ∆9 HORIZ.
VERT.
30'
7.5'
LINE OF SIGHT ALONG TRIANGLELINE OF SIGHT ALONG TRIANGLE
335' ESD RIGHT TURN (REQUIRED)
335' ESD RIGHT TURN (AVAILABLE)
390' ESD LEFT TURN (REQUIRED)
390' ESD LEFT TURN (AVAILABLE)
∆ΜΣ∆ΘΗΜΦ ΡΗΦΓΣ ΧΗΡΣ≅ΜΒ∆ ΟΚ≅Μ
SCALE: 1"=30'
POSTED SPEED LIMIT = 30 MPH
DESIGN SPEED LIMIT = 35 MPH
REQUIRED ENTERING SIGHT DISTANCE (ESD) = 335' (RIGHT TURN)
REQUIRED ENTERING SIGHT DISTANCE (ESD) = 390' (LEFT TURN)
(PER 2011 AASHTO)
ΡΗΦΓΣ ΧΗΡΣ≅ΜΒ∆ Θ∆ΠΤΗΘ∆Λ∆ΜΣ
390' ESD LEFT TURN (REQUIRED)
390' ESD LEFT TURN (AVAILABLE)
\A1;14.50'
1
0
SMITHERS AVE SBURNETT PL S335' ESD RIGHT TURN
(REQUIRED)
335' ESD RIGHT TURN
(AVAILABLE)Α∆ΡΝΜ ΧΘ ΡTRACT A\A1;APPROXIMATE EX SURFACE PROFILE (FROM LIDAR)\A1;APPROXIMATE EX SURFACE PROFILE (FROM LIDAR)
9888200010 9888200100
9888200090
7222000137
02/29/2024