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Home My WebLink AboutP_Civil_Plans_241002_v1.pdfNE 12 ST SUNSET BLVDNE 1 0 T H S TEDMONDS AVE NEMONROE AVE NEPROJECT LOCATION CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOLERA TOWNHOMES 2842 NE SUNSET BLVD RENTON, WA 98056SOLERA TOWNHOMES1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig NW 1/4 OF NW 1/4 & THE NE 1/4 OF NW 1/4 SEC 9, TWN 23 N, RGE 05 E, W.M. PROJECT TEAM APPLICANT NEW HOME CO. 1700 NW GILMAN BLVD, SUITE 220 ISSAQUAH, WA 98027 PHONE: 503-899-8170 CONTACT: JADEN STOREDAHL EMAIL: JSTOREDAHL@NEWHOMECO.COM CIVIL ENGINEER KPFF 1601 FIFTH AVENUE, SUITE 1600 SEATTLE, WA 98101 PHONE 206-622-5822 CONTACT: MICHELLE FREEMAN, PE EMAIL: MICHELLE.FREEMAN@KPFF.COM LANDSCAPE ARCHITECT CORE DESIGN, INC. 12100 NE 195TH ST. 300 BOTHELL, WA 98011 PHONE: 425-885-7877 CONTACT: LINDSEY SOLORIO EMAIL: LBS@COREDESIGNINC.COM ARCHITECT MILBRANDT ARCHITECTS 25 CENTRAL WAY, SUITE 210 KIRKLAND, WA 98033 PHONE: 425-458-2497 CONTACT: JESSE HADLEY EMAIL: jlh@milbrandtarch.com PROJECT SURVEYOR CORE DESIGN, INC. 12100 NE 195TH ST. 300 BOTHELL, WA 98011 PHONE: 425-885-7877 CONTACT: GLENN SPRAGUE, PLS EMAIL: GSPRAGUE@COREDESIGNINC.COM GEOTECHNICAL ENGINEER EARTH SOLUTIONS NW, LLC 1805-136TH PL NE, SUITE 201 BELLEVUE, WA 98005 PHONE 425-449-4704 CONTACT: RAYMOND COGLAS, PE CURRENT PARCEL OWNERS PARCEL NUMBER: 722780-1785 NAME: SOLERA MANAGER LLC ADDRESS: NE 12TH ST 98056 RENTON, WA 98056 PARCEL NUMBER: 722780-1235 NAME: SOLERA MANAGER LLC ADDRESS: 2806 HARRINGTON PL NE RENTON, WA 98056 PARCEL NUMBER: 722780-1405 NAME: SOLERA MANAGER LLC ADDRESS: 975 HARRINGTON PL NE RENTON, WA 98056 VICINTY MAP SCALE: 1" = 500'± UTILITY PROVIDERS: SANITARY SEWERS, STORM DRAINAGE, WATER CITY OF RENTON DEVELOPMENT SERVICES 1055 SOUTH GRADY WAY RENTON, WA 98057 (425) 430-7200 POWER AND NATURAL GAS PUGET SOUND ENERGY 10885 NE 4TH STREET, SUITE 1200 PO BOX 97034 BELLEVUE, WA 98009-9734 (425) 454-6363 (888) 225-5773 TELEPHONE: CENTURY LINK 1600 7TH AVENUE SEATTLE, WA 98191 (800) 244-1111 SOLERA TOWNHOMES PRELIMINARY CIVIL AND LANDSCAPE PLANS RENTON, WASHINGTON GENERAL AREA AND GRADING INFORMATION TOTAL AREA OF PROPERTY = 168,279 SF TOTAL AREA OF WORK = 168,279 SF TOTAL WEIGHT/VOLUME OF EXPORT = 2,045 TONS± / 1,461 CY± FILL = 4,283 TONS± / 3,059 CY± CUT = 6,328 TONS± / 4,520 CY± PER THE PROJECT GEOTECHNICAL REPORT, IF THE ON-SITE SOILS CANNOT BE SUCCESSFULLY COMPACTED AS STRUCTURAL FILL, SUITABLE SOIL SHOULD BE IMPORTED. THE IMPORTED SOIL INTENDED FOR USE AS STRUCTURAL FILL SHOULD CONSIST OF A WELL GRADED, GRANULAR SOIL WITH FINES CONTENT OF 5 PERCENT OR LESS. NOTE: EARTHWORK QUANTITIES PROVIDED FOR PERMITTING PURPOSES ONLY AND SHOULD NOT BE RELIED UPON FOR BIDDING. COVER SHEET NOT FOR CONSTRUCTION LAND USE APPLICATION SHEET INDEX SHEET NO SHEET TITLE C0.00 COVER SHEET C3.00 UTILITY PLAN C4.00 DRAINAGE PLAN C5.00 ROAD PLAN C5.01 ALLEY A C5.02 ALLEY B C5.03 ALLEY B C5.04 ALLEY C C5.05 ALLEY D & E C5.06 ALLEY F & G C5.07 ALLEY H C5.10 TYPICAL SECTIONS C6.00 GRADING PLAN SURVEY INFORMATION SURVEY BY SAM BASIS OF BEARINGS: HELD A BEARING OF NORTH 00'59’35” EAST ALONG THE WEST LINE OF THE NW 1/4, SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. BETWEEN CITY OF RENTON CONTROL POINTS 57 AND 398. HORIZONTAL DATUM: NAD ’83/’91 (WA NORTH ZONE) PER GPS HxGN SMARTNET, AS VERIFIED TO CITY OF RENTON CONTROL POINTS NO.’S 57 & 398 VERTICAL DATUM: NAVD 88 LEGAL DESCRIPTION: PARCEL I LOT 2, CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA22-000265, RECORDED AUGUST 25, 2022 RECORDING NO. 20220825900001, IN KING COUNTY, WASHINGTON. PARCEL II LOT 1 OF CITY OF RENTON LOT LINE REVISION NO. LLA 003-82, RECORDED APRIL 21, 1982 UNDER RECORDING NO. 8204219003, IN KING COUNTY, WASHINGTON. PARCEL III LOT 2 OF CITY OF RENTON LOT LINE ADJUSTMENT NO. LLA-003-82, RECORDED APRIL 21, 1982 UNDER KING COUNTY RECORDING NO. 8204219003, BEING ALL OF BLOCK 40, A PORTION OF TRACT 46C, A PORTION OF THE PUBLIC USE AREA AND A PORTION OF VACATED STREETS AS VACATED BY CITY OF RENTON ORDINANCE NOS. 2465 AND 2553, RECORDED UNDER KING COUNTY RECORDING NOS. 6471624 AND 6647013, RESPECTIVELY, ALL IN THE CORRECTED PLAT OF RENTON HIGHLANDS NO. 2, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 57 OF PLATS, PAGES 92 THROUGH 98, RECORDS OF KING COUNTY, WASHINGTON. 10/01/2024 HARRINGTON PL NE HAR RI N GT O N A V E N E NE 10TH STNE 1 2 TH S T KIRKLAND AVE NEJEFFERSON AVE NE NE 11TH STJEFFERSON AVE NEALLEY AALLEY BALLEY DALLEY EALLEY FALLEY GALLEY C BLOCK B BLOCK A PHASE 1 FIRE HYDRANT PHASE 1 FIRE HYDRANT PHASE 1 FIRE HYDRANT BLOCK C BLOCK D CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOLERA TOWNHOMES 2842 NE SUNSET BLVD RENTON, WA 98056SOLERA TOWNHOMES1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig NW 1/4 OF NW 1/4 & THE NE 1/4 OF NW 1/4 SEC 9, TWN 23 N, RGE 05 E, W.M. 0 1 inch = 40 feet 20'40'80' LEGEND: PROPERTY LINE ROW LINE ROW CENTERLINE UNIT LOT NUMBER WATER MAIN TEE GATE VALVE CONCRETE THRUST BLOCK SEWER MAIN SANITARY SEWER MANHOLE FLOW DIRECTION ARROW NOTES: 1.ACCESS AND UTILITY EASEMENTS WILL BE PROVIDED OVER ALLEYS. 2.INDIVIDUAL UTILITY SERVICES WILL BE PROVIDED FOR EACH UNIT LOT TOWNHOME. 3.MINIMUM VERTICAL SEPARATION BETWEEN WATER AND SEWER MAIN SHALL BE 18-INCHES. UTILITY PLAN 10/01/2024 HARRINGTON PL NE HAR RI N GT O N A V E N E NE 10TH STNE 1 2 TH S T KIRKLAND AVE NENE 11TH STALLEY AALLEY BALLEY DALLEY EALLEY FALLEY GALLEY C BLOCK B BLOCK A JEFFERSON AVE NE JEFFERSON AVE NE CONNECT TO EXISTING 12" SD CONNECT TO EXISTING 12" SD STUB EXISTING 18" SD CONNECT TO EXISTING 12" SD STUB EXISTING 8" SD STUB EXISTING 12" SD BLOCK C BLOCK D CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOLERA TOWNHOMES 2842 NE SUNSET BLVD RENTON, WA 98056SOLERA TOWNHOMES1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig NW 1/4 OF NW 1/4 & THE NE 1/4 OF NW 1/4 SEC 9, TWN 23 N, RGE 05 E, W.M. 0 1 inch = 40 feet 20'40'80' LEGEND: STORM MAIN CATCH BASIN CLEANOUT BIORETENTION PLANTER NOTES: 1.THE DESIGN INTENT IS THAT TOWNHOME BUILDINGS AND LANDSCAPE AREAS WILL DRAIN TO ADJACENT BIORETENTION CELLS, AS WELL THE ALLEYS RUNOFF THROUGH CURB CUTS, BMP AREAS SHOWN COMPLY WITH THE MINIMUM WATER STORAGE VOLUME DESCRIBED IN THE RENTON SURFACE STORMWATER DESIGN MANUAL. 2.DISCONTIGUOUS BIORETENTION CELLS WITHIN COURTYARDS WILL BE LINKED BY CULVERTS. 3.STORM MAINS WILL BE MINIMUM 12-INCH. ACTUAL SIZE WILL BE DETERMINED AS PART OF CONSTRUCTION PERMITTING. DRAINAGE PLAN PROPERTY LINE ROW LINE ROW CENTERLINE UNIT LOT NUMBER PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR 360 362 10/01/2024 NE 10TH STKIRKLAND AVE NENE 12TH ST HARRINGTON PL NEHAR RI N G T O N A V E N E HARRINGTON PL NE HAR RI N GT O N A V E N E NE 10TH STNE 1 2 TH S T KIRKLAND AVE NENE 11TH STALLEY AALLEY BALLEY DALLEY EALLEY FALLEY GALLEY C BLOCK B BLOCK A BLOCK C BLOCK D JEFFERSON AVE NE JEFFERSON AVE NE 3 4 3 3 4 4 3453503443463473483493513523 4 6 3 4 7 3 4 9 3 5 2 354355353354356357357357B C5.10 B C5.10 B C5.10 B C5.10 A C5.10 A C5.10 B C5.10 15.0'REAR B S BL 1 5 . 0 ' FRON T BSB L5.0'SIDE BSBL5.0'SIDE BSBL15.0' FRONT BSBL CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOLERA TOWNHOMES 2842 NE SUNSET BLVD RENTON, WA 98056SOLERA TOWNHOMES1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig NW 1/4 OF NW 1/4 & THE NE 1/4 OF NW 1/4 SEC 9, TWN 23 N, RGE 05 E, W.M. 0 1 inch = 50 feet 25'50'100' LEGEND: CURB CURB RAMP DRIVEWAY PARKING STALL STRIPING STREET LIGHT NOTES: 1.EACH TOWNHOME UNIT CONSTRUCTED WITH A DRIVEWAY. ALL ON LOT TOWNHOME PARKING IS WITHIN BUILDING.PROPERTY LINE ROW LINE ROW CENTERLINE UNIT LOT NUMBER PROPOSED ASPHALT PROPOSED CONCRETE PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR 360 362 ROAD PLAN 10/01/2024 JEFFERSON AVE NEALLEY A ALLEY B30+00 11+003433443 4 4 325 330 335 340 345 350 355 360 325 330 335 340 345 350 355 360 29+20 29+60 30+00 30+40 30+80 31+20 -1.50% -1.63%PVI STA 29+05.19EL=344.76PVI STA 30+00.00EL=343.34PVI STA 30+68.57EL=342.22-1.50% -1.63%PVI STA 29+05.19EL=344.76PVI STA 30+00.00EL=343.34PVI STA 30+68.57EL=342.22PROPOSED GRADE AT CENTERLINE EXISTING PH1 GRADE AT CENTERLINE MATCH EX BACK OF SIDEWALK ⅊ CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOLERA TOWNHOMES 2842 NE SUNSET BLVD RENTON, WA 98056SOLERA TOWNHOMES1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig NW 1/4 OF NW 1/4 & THE NE 1/4 OF NW 1/4 SEC 9, TWN 23 N, RGE 05 E, W.M. ALLEY A KEY PLAN NTS 0 1 inch = 20 ft. HORZ 10 20 40 0 1 inch = 5 ft. VERT 2.5 5 10 SEE SHEET C5.02 FOR CONTINUATION ROAD PLAN AND PROFILE LEGEND: PROPERTY LINE ROW LINE ROW CENTERLINE UNIT LOT LINE UNIT LOT NUMBER PROPOSED ASPHALT PROPOSED CONCRETE CURB PROPOSED CONTOUR360 362 10/01/2024 ALLEY AALLEY B ALLEY DALLEY E30+0045+00 46+00 47+00 70+0080+003433443453443463473483 4 6 3 4 9 325 330 335 340 345 350 355 360 325 330 335 340 345 350 355 360 44+40 44+80 45+20 45+60 46+00 46+40 46+80 47+20 2.00% 1.50%PVI STA 44+36.35EL=343.34PVI STA 44+44.35EL=343.5050' VC K=100.00 PVI STA 46+83.75 PVI EL=347.09PVC STA 46+58.75EL=346.72PVT STA 47+08.75EL=347.592.00% 1.50%PVI STA 44+36.35EL=343.34PVI STA 44+44.35EL=343.5050' VC K=100.00 PVI STA 46+83.75 PVI EL=347.09PVC STA 46+58.75EL=346.72PVT STA 47+08.75EL=347.59PROPOSED GRADE AT CENTERLINE EXISTING PH1 GRADE AT CENTERLINE CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOLERA TOWNHOMES 2842 NE SUNSET BLVD RENTON, WA 98056SOLERA TOWNHOMES1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig NW 1/4 OF NW 1/4 & THE NE 1/4 OF NW 1/4 SEC 9, TWN 23 N, RGE 05 E, W.M. ALLEY B KEY PLAN NTS ROAD PLAN AND PROFILE 0 1 inch = 20 ft. HORZ 10 20 40 0 1 inch = 5 ft. VERT 2.5 5 10MATCHLINE: STA 47+60.00SEE SHEET C5.03SEE SHEET C5.01 FOR CONTINUATION SEE SHEET C5.01 FOR CONTINUATION SEE SHEET C5.05 FOR CONTINUATION SEE SHEET C5.05 FOR CONTINUATION LEGEND: PROPERTY LINE ROW LINE ROW CENTERLINE UNIT LOT LINE UNIT LOT NUMBER PROPOSED ASPHALT PROPOSED CONCRETE CURB PROPOSED CONTOUR360 362 10/01/2024 NE 11TH STALLEY FALLEY B48+00 49+00 50+0050+00 90+0021+003503493513523 5 2 353330 335 340 345 350 355 360 365 330 335 340 345 350 355 360 365 48+00 48+40 48+80 49+20 49+60 50+00 2.00%PVI STA 49+70.50EL=352.83EXISTING PH1 GRADE AT CENTERLINE PROPOSED GRADE AT CENTERLINE MATCH EX BACK OF SIDEWALK CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOLERA TOWNHOMES 2842 NE SUNSET BLVD RENTON, WA 98056SOLERA TOWNHOMES1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig NW 1/4 OF NW 1/4 & THE NE 1/4 OF NW 1/4 SEC 9, TWN 23 N, RGE 05 E, W.M. ALLEY B KEY PLAN NTS ROAD PLAN AND PROFILE 0 1 inch = 20 ft. HORZ 10 20 40 0 1 inch = 5 ft. VERT 2.5 5 10MATCHLINE: STA 47+60.00SEE SHEET C5.02SEE SHEET C5.06 FOR CONTINUATION LEGEND: PROPERTY LINE ROW LINE ROW CENTERLINE UNIT LOT LINE UNIT LOT NUMBER PROPOSED ASPHALT PROPOSED CONCRETE CURB PROPOSED CONTOUR360 362SEE SHEET C5.04 FOR CONTINUATION10/01/2024 335 340 345 350 355 360 365 370 335 340 345 350 355 360 365 370 50+00 50+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 54+00 2.50% -1.67% 3.27%PVI STA 50+29.50EL=352.830PVI STA 50+44.47EL=353.319PVI STA 53+72.24EL=356.510HP STA 52+72.11 HP EL=357.51 PVC STA 51+52.04EL=356.01PVT STA 53+52.04EL=356.85PVI STA 52+52.03 PVI EL=358.51 200' VC K=47.99 PROPOSED GRADE AT CENTERLINE EXISTING PH1 GRADE AT CENTERLINE MATCH EX BACK OF SIDEWALKNE 11TH STJEFFE R S O N A V E N EALLEY GALLEY C ALLEY H AL LEY C 50+0050+00 51+00 52+00 53+00 5 4 + 0 0100+00153+00 21+0020+0021+00355353354356357357357354CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOLERA TOWNHOMES 2842 NE SUNSET BLVD RENTON, WA 98056SOLERA TOWNHOMES1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig NW 1/4 OF NW 1/4 & THE NE 1/4 OF NW 1/4 SEC 9, TWN 23 N, RGE 05 E, W.M. ALLEY C KEY PLAN NTS ROAD PLAN AND PROFILE 0 1 inch = 20 ft. HORZ 10 20 40 0 1 inch = 5 ft. VERT 2.5 5 10 SEE SHEET C5.06 FOR CONTINUATION LEGEND: PROPERTY LINE ROW LINE ROW CENTERLINE UNIT LOT LINE UNIT LOT NUMBER PROPOSED ASPHALT PROPOSED CONCRETE CURB PROPOSED CONTOUR360 362SEE SHEET C5.03 FOR CONTINUATION10/01/2024 ALLEY BALLEY D 46+0069+00 70+00346 34 7 3 4 5 3 4 6 330 335 340 345 350 355 360 330 335 340 345 350 355 360 69+20 69+60 70+00 -1.50% 2.00%PVI STA 68+97.00EL=346.90PVI STA 69+92.00EL=345.48PVI STA 70+00.00EL=345.64-1.50% 2.00%PVI STA 68+97.00EL=346.90PVI STA 69+92.00EL=345.48PVI STA 70+00.00EL=345.64PROPOSED GRADE AT CENTERLINE EXISTING PH1 GRADE AT CENTERLINE ⅊ ALLEY E ALLEY B47+0079+00 80+00 3 4 8 3 4 9 349330 335 340 345 350 355 360 330 335 340 345 350 355 360 79+20 79+60 80+00 -1.50% 2.00% -1.50% 2.00%PVI STA 78+89.65EL=349.64PVI STA 79+92.00EL=348.10PVI STA 80+00.00EL=348.26PROPOSED GRADE AT CENTERLINE EXISTING PH1 GRADE AT CENTERLINE ⅊ CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOLERA TOWNHOMES 2842 NE SUNSET BLVD RENTON, WA 98056SOLERA TOWNHOMES1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig NW 1/4 OF NW 1/4 & THE NE 1/4 OF NW 1/4 SEC 9, TWN 23 N, RGE 05 E, W.M. ALLEY D & E KEY PLAN NTS 0 1 inch = 20 ft. HORZ 10 20 40 0 1 inch = 5 ft. VERT 2.5 5 10 ROAD PLAN AND PROFILE SEE SHEET C5.02 FOR CONTINUATION SEE SHEET C5.02FOR CONTINUATION SEE SHEET C5.03 FOR CONTINUATION SEE SHEET C5.02 FOR CONTINUATION LEGEND: PROPERTY LINE ROW LINE ROW CENTERLINE UNIT LOT LINE UNIT LOT NUMBER PROPOSED ASPHALT PROPOSED CONCRETE CURB PROPOSED CONTOUR360 362 10/01/2024 3663S.F COVERAGE 4303S.F COVERAGE3663S.F COVERAGEALLEY F ALLEY B89+00 90+00 49+003 5 1352352 335 340 345 350 355 360 365 335 340 345 350 355 360 365 88+80 89+20 89+60 90+00 -1.50% 2.00%PVI STA 88+80.55EL=352.88PVI STA 89+92.00EL=351.21PVI STA 90+00.00EL=351.37-1.50% 2.00%PVI STA 88+80.55EL=352.88PVI STA 89+92.00EL=351.21PVI STA 90+00.00EL=351.37PROPOSED GRADE AT CENTERLINE EXISTING PH1 GRADE AT CENTERLINE ⅊ 3021.6 S.F COVERAGE3663S.F COVERAGE3021.6 S.F COVERAGEHARRINGTON PL NEALLEY G ALLEY C51+0099+00 100+00 35 4 35 5 35 4 35 6 335 340 345 350 355 360 365 335 340 345 350 355 360 365 99+20 99+60 100+00 1.50% 2.00% 1.50% 2.00%PVI STA 98+94.05EL=353.41PVI STA 99+92.00EL=354.88PVI STA 100+00.00EL=355.04PROPOSED GRADE AT CENTERLINE EXISTING PH1 GRADE AT CENTERLINE ⅊ CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOLERA TOWNHOMES 2842 NE SUNSET BLVD RENTON, WA 98056SOLERA TOWNHOMES1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig NW 1/4 OF NW 1/4 & THE NE 1/4 OF NW 1/4 SEC 9, TWN 23 N, RGE 05 E, W.M. ALLEY F & G KEY PLAN NTS 0 1 inch = 20 ft. HORZ 10 20 40 0 1 inch = 5 ft. VERT 2.5 5 10 ROAD PLAN AND PROFILE SEE SHEET C5.03 FOR CONTINUATION SEE SHEET C5.03 FOR CONTINUATION SEE SHEET C5.04 FOR CONTINUATION SEE SHEET C5.04 FOR CONTINUATION LEGEND: PROPERTY LINE ROW LINE ROW CENTERLINE UNIT LOT LINE UNIT LOT NUMBER PROPOSED ASPHALT PROPOSED CONCRETE CURB PROPOSED CONTOUR360 362 10/01/2024 340 345 350 355 360 365 370 340 345 350 355 360 365 370 152+40 152+80 153+20 153+60 154+00 1.50%-1.66%PVI STA 152+11.25EL=356.33PVI STA 153+72.26EL=356.511.50%-1.66% HP STA 152+98.98 HP EL=357.29 PVC STA 152+51.60EL=356.94PVT STA 153+51.60EL=356.85PVI STA 153+01.60 PVI EL=357.69 100' VC K=31.64 PROPOSED GRADE AT CENTERLINE EXISTING PH1 GRADE AT CENTERLINE MATCH EX BACK OF SIDEWALK2298.4S.F COVERAGE3021. 6 S. F C O V E R A G E 3021.6 S.F COVERAGE JEFF E R S O N A V E N E ALLEY H ALLEY C52+00 53+00 54+ 00 153+00 20+0 0 21+0 0357357357 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOLERA TOWNHOMES 2842 NE SUNSET BLVD RENTON, WA 98056SOLERA TOWNHOMES1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig NW 1/4 OF NW 1/4 & THE NE 1/4 OF NW 1/4 SEC 9, TWN 23 N, RGE 05 E, W.M. ALLEY H KEY PLAN NTS ROAD PLAN AND PROFILE 0 1 inch = 20 ft. HORZ 10 20 40 0 1 inch = 5 ft. VERT 2.5 5 10SEE SHEET C5.04 FOR CONTINUATIONLEGEND: PROPERTY LINE ROW LINE ROW CENTERLINE UNIT LOT LINE UNIT LOT NUMBER PROPOSED ASPHALT PROPOSED CONCRETE CURB PROPOSED CONTOUR360 362 10/01/2024 8.0' TRAVEL LANE8.0' TRAVEL LANE 16.0' ACCESS AND UTILITY EASEMENT 2%2% A C5.00 ALLEY B & C (PRIVATE) SCALE: 1" = 4' HMA CRUSHED ROCK BASE COURSE CURB & GUTTER 2.0' GRAVEL SHOULDER B C5.00 ALLEY A, D-F (PRIVATE) SCALE: 1" = 4' 8.0' TRAVEL LANE8.0' TRAVEL LANE 16.0' ACCESS AND UTILITY EASEMENT 2.0' GRAVEL SHOULDER 2.0' GRAVEL SHOULDER 2%2% HMA CRUSHED ROCK BASE COURSE CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOLERA TOWNHOMES 2842 NE SUNSET BLVD RENTON, WA 98056SOLERA TOWNHOMES1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig NW 1/4 OF NW 1/4 & THE NE 1/4 OF NW 1/4 SEC 9, TWN 23 N, RGE 05 E, W.M. 0 1 inch = feet 2'4'8' 4 ROAD SECTIONS 10/01/2024 HARRINGTON PL NE HAR RI N GT O N A V E N E NE 10TH STNE 1 2 TH S T KIRKLAND AVE NENE 11TH STALLEY AALLEY BALLEY DALLEY EALLEY FALLEY GALLEY C BLOCK B BLOCK A JEFFERSON AVE NE JEFFERSON AVE NE35135235329+00.3830+0045+00 46+00 47+00 48+00 49+00 50+0050+00 51+00 52+00 53+00 5 4 + 0 068+91.9169+0070+0078+82.4979+0080+0088+73.0489+0090+0098+85.6499+00100+00151+91.26152+00 153+00 BLOCK C BLOCK D 345350355341342343344346347348349351352353354354354 3563453503443463473483493513523553533543563573573 5 23533533 4 9 346347347357354355 360 354 356 357 358 359 361 362 363 364345350346347348349 355355355 3 6 03543563573 5 8 3 5 9 36 1 362363364FFE=345.88 FFE=343.54 FFE=346.27 FFE=345.95 FFE=348.03 FFE=348.10 FFE=348.28 FFE=350.96 FFE=350.78 FFE=350.83 FFE=346.01 FFE=354.08 FFE=353.64 FFE=357.79 FFE=355.95 FFE=356.39 FFE=358.26 FFE=358.71 FFE=360.28 FFE=360.27 343344CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOLERA TOWNHOMES 2842 NE SUNSET BLVD RENTON, WA 98056SOLERA TOWNHOMES1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig NW 1/4 OF NW 1/4 & THE NE 1/4 OF NW 1/4 SEC 9, TWN 23 N, RGE 05 E, W.M. 0 1 inch = 40 feet 20'40'80' LEGEND: GRADING PLAN PROPERTY LINE ROW LINE ROW CENTERLINE UNIT LOT NUMBER PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR 360 362 10/01/2024