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Home My WebLink AboutEX_03_MAP_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 E FO HWSA 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 οθδοθδχ αξ οθδοθδχ 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 Λο 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 EXHIBIT 3 RECEIVED 03/06/2024 JDing PLANNING DIVISION DocuSign Envelope ID: 00F8BDDF-49DF-427C-8CA2-D3053195ADB7 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 WorksΕδχδθκ ςξ+ 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 DocuSign Envelope ID: 00F8BDDF-49DF-427C-8CA2-D3053195ADB7 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 WorksΕδχδθκ ςξ+ 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 DocuSign Envelope ID: 00F8BDDF-49DF-427C-8CA2-D3053195ADB7 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 WorksΕδχδθκ ςξ+ 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 DocuSign Envelope ID: 00F8BDDF-49DF-427C-8CA2-D3053195ADB7 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 WorksΕδχδθκ ςξ+ 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 WorksΕδχδθκ ςξ+ 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 DocuSign Envelope ID: 00F8BDDF-49DF-427C-8CA2-D3053195ADB7 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 WorksΕδχδθκ ςξ+ 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 DocuSign Envelope ID: 00F8BDDF-49DF-427C-8CA2-D3053195ADB7 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 WorksΕδχδθκ ςξ+ 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 DocuSign Envelope ID: 00F8BDDF-49DF-427C-8CA2-D3053195ADB7