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SFR ASBUILT-22514 93RD PL W-BLD20180213.pdf73 YVONNE DUNHAM 22511 9577-/ PL W EDMONDS, WA 98020 APN 00544300007300 1 1 1 PLA T OF PINE CREST (VOLUME 13, PAGE 55) ROBERT SCOTT 5._.... o, 22515 95TH PLACE W. "? EDMONDS, WA 98020 C APN 00544J00007200 WI �1 N 15' 0o BSBL Z 71 CRAIG & L YNNE MURDOCK 22519 957H PLACE W. EDMONDS, WA 98020 APN 00544300007100 IMPERVIOUS AREAS HOUSE+COVERED D/W, PORCH & WALK 2,800 SF (ROOF LINE) UNCOVERED PA TIO AND WALK 50 SF UNCOVERED DRIVEWAY 950 SF TOTAL = 3, 800 SF LOT COVERAGE LOT AREA: 15,095 SF ALLOWABLE COVERAGE (3590) 5,283 SF HOUSE, COVERED DECK AND GARAGE 2,443 SF PERCENT COVERAGE 16.18% BUILDING HEIGHT CALCULATIONS (AEG) SPOT ELEVATIONS FOR HEIGHT CALCULATIONS.• ELEVA TION A: 108.20 ELEVA TION B. 102.04 ELEVA TION C. 100.42 ELEVA TION D. 104.62 TOTAL: = 415.28 AVERAGE ORIGINAL GRADE (AOG) = 103.82 FINISHED FLOOR = 103.30 ROOF AT RIDGE = 126.30 ALLOWABLE BUILDING HEIGHT = 128.82 (103.82 + 25 FT) 6' HIGH WOOD FENCE (TYP) c EXISTING GROUND_-, CONTOUR (TYP) 10' MIN LENGTH CONCRETE BLOCK WALL DRYWELL TRENCH FIN GRADE 103.0 TRENCH TOP 102.5 PIPE 1E 102.0 TRENCH BOTTOM 101.0 (SEE DETAIL ON SHEET DT-01) JOHN O'LEARY 22516 93RD PLACE W. EDMONDS, WA 98020 APN 00544J00005600 SOILS NOTE ALL DISTURBED SOILS WILL BE COMPOST AMENDED PER BMP T. 5.13 STORM DRA/NAGS NOTES IF THE RIM TO INVERT OF ANY CATCH BASIN EXCEEDS 5 FEET A TYPE II CATCH BASIN WILL BE REQUIRED. FOOTING DRAINS TO CONNECT TO DRY WELL. ALL STORM PIPES TO BE PVC OR APPROVED EQUAL UNLESS NOTED OTHERWISE. UTILITY NOTE ALL NEW UTILITIES ARE REQUIRED TO BE INSTALLED UNDERGROUND. CONSTRUCT/ON NOTE APPLICANT SHALL REPAIR/RELACE ALL DAMAGE TO UTILITIES OR FRONTAGE IMPROVEMENTS IN CITY RIGHT -OF- WAY PER CITY STANDARDS THA T IS CAUSED OR OCCURS DURING THE PERMITTED PROJECT. SE 114, SEC 25, TWP 27N, RGE 3E, W. M. 225of 93RD PL W SITE DEVELOPMENT PLANS PLAT OF PINE CREST (VOLUME 13, PAGE 55) 54 ALLAN ANDERSON, ET AL. 22510 93RD PLACE W. EDMONDS, WA 98020 APN 00544300005400 0 PLAT OF PINE CREST (VOLUME 13, PAGE 55) 56 LEGAL DESCRIPTION TRACT 55, PINE CREST, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 13 OF PLAT, PAGE 55, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON BASIS OF BEARING THE MONUMENTED CENTERLINE OF 93RD PLACE WEST, PER THE PLAT OF PINE CREST, AS RECORDED IN VOLUME 13 OF PLATS, PAGE 55, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. BENCHMARK MA NAIL SET FLUSH WI TH ASPHAL T SURFCAE, LOCA TED ON WEST SIDE OF 93RD PLACE W., IN DRIVEWAY FOR 22516 93RD PLACE W. & f2' SOUTH OF EDGE OF PAVEMENT - AS SHOWN HEREON DATAUM : ASSUMED ELEVATION : 100.00 NOTES 1. THE FINAL RESTORATION FOR ALL UTILITY CONNECTIONS AND UTILITY ABANDONMENTS (SEWER, WATER, AND STORM) IS TO BE COMPLETED BY THE CONTRACTOR. A FIELD INSPECTION IS REQUIRED TO DETERMINE THE FINAL RESTORATION LIMITS. 2. LANDSCAPE/LAWN SHALL BE INSTALLED IN THE RIGHT-OF-WAY BETWEEN THE PROPERTY LINE AND THE EDGE OF ASPHAL T. / DRY WELL / 18.5 WIDE X 38.5 LONG X 2.2 DEEP (SEE DETAIL ON SHEET DT-01) O / / / / / / / / / / / / / / / / 1-1/2-- Pt (200 F'S7) t-HUM WAILM MLILH IO HOUSE. SEE SHEET TD-01 FOR DETAILS (TRACER WIRE TO BE INSTALLED WITH WATER LINE) PROJECT TEAM l PFEST 1� J _21.,ST_SW , _,rl L�---r ,- -' ~1 LM S� - _ 220 T SW�IT - -TL_ i 24 S S_W 2 7H ST S f I I V m - 3 I T _ 226TH ST SW � 28Td ST SW + L_ 3 r- T-, r SITE �- o I --To�JT �- I L� F-j � _ t1 r6xz-- -FTc-iu.- 1 HOLLY LANE I 99 _ VICINITY MAP 12" CONC IE 98.12 SCALE.- 1" = 2000' SCALE. 1" = 10' 0 5 10 20 ' SOLID LOCKINGI LID N=4782.27 L. I \ 11 E= 6719.99 \ RIM 100.80 I 4» 1E 98.JO (/ -W) EX SSMH f I 6" 1E 98.JO (I -SW) TOP f99.75 I. ¢" lE 98.30 (l -E) S,�(CUT EXIS77 G PAVEMENT 8" 1E f85.78(N) I R AIRED PERrCOE STD PLAN E2.3 8" 1E f85.68(S) I _ I I ( E SHEET D -01) ICI o cn I------ - _. 11 I WM ---- ----- --- I 1 I I EXISTING -T_ ---T-- I __ T=. - T FIRE HYDRANT I_ ---- _� o f I------- --- -- Q � ITT JFH �I 1PP TBM A EL 100.00 WM i I 3 0 f UTILITY PURVEYORS OWNER/APPLICANT CIVIL ENGINEER SELECT HOMES RAM ENGINEERING, INC. 16531 13TH AVENUE W. #A 107 16531 13TH AVE W, SUITE A 108 L YNNWOOD, WASHINGTON 980J7 L YNNWOOD, WA 980J7 (425) 742-6044 (425) 678-6960 EMAIL: KA YLA. CLARK©OUTLOOK. COM EMAIL: ROBL@RAMENGINEERINGINC. COM CONTACT.- KAYLA CLARK CONTACT- ROB L. LONG PE GEOTECHNICAL SURVEYOR EARTH SOLUTIONS NW, LLC LOVELL-SAUERLAND & ASSOC., INC. 1805 136 TH PL NE, SUITE 201 19217 36 TH A VE W, SUITE 106 BELLEVUE, WA 98005 L YNNWOOD, WA 98036 (425) 284-JJOO (425) 775-1591 CONTACT. HENRY WRIGHT, PE CONTACT- JEFFREY T. TREIBER, PLS PA TCH/NG/OVERLA Y NOTE UTILITY PATCHES SHALL BE COMBINED AND FULL WIDTH OR HALF WIDTH OVERLAY WILL BE REQUIRED DEPENDING ON THE EXTENT OF DISTURBANCE. WHERE UTILITY PATCHES FALL ENTIREL Y WI THIN ONE TRAVEL LANE, THE OVERLAY SHALL EXTEND TO THE CENTERLINE OF ROADWAY. WHERE UTILITY PATCHES EXTEND INTO BOTH TRAVEL LANES, THEN A FULL WIDTH OVERLAY IS REQUIRED. SITE DATA SITE ADDRESS: TAX PARCEL ID NUMBERS.• St TE ACREAGE: 22514 93RD PL W EDMONDS, WA 98020 00544J00005500 15,095 SF (0.347 AC) WATER SUPPL Y.• OL YMPIC VIEW WATER GAS. • PSE & SEWER DISTRICT 888-225-5773 425-774-7769 POWER: SNOHOMISH COUNTY PUD SANITARY SEWER: OLYMPIC VIEW WATER 425-783-1000 & SEWER DISTRICT CONTACT- ROB LARSON 425-774-7769 FIRE DISTRICT- SNOHOMISH COUNTY FIRE STORM WA TER: CITY OF EDMONDS DISTRICT NO.1 425-771-0235 425-551-1200 PHONE.- FRONTIER SCHOOL DISTRICT. EDMONDS SCHOOL 425-263-4024 DISTRICT CONTACT- JEREMY FALLT 425-670-7000 CABLE.- COMCAST 425-244-5088 CONTACT- JEFF BURNS SHEET INDEX 1 SP-01 SITE DEVELOPMENT PLAN 2 GN-01 GENERAL NOTES & DETAILS 3 TP-01 CLEARING, GRADING & TESC PLAN 4 DT-01 GENERAL DETAILS as-BviL rs BLD20180213 Know what's below. Call before you dig. APPROVED FOR CONSTRUCTION CITY OF EDMONDS DA TE.- BY CITY ENGINEERING DI VISION ENGINEERING, INC. Civil Engineering I Land Planning RAM 16531 13TH AVE W, SUITE A108 LYNNWOOD, WA 98037 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC.COM QD 0 W Z 0 U 0 J U_ 2 2 � y V � o Z W U o � U ti U m ro Q Q CIO rn rn Q110' N o of WASJ.�, Off% z .d O h, Moe 9 W IO>\1e 1. ENGINEER. ROB L. LONG, PE DRAWN BY.• MIKE MORRIS ISSUE DATE.SCALE.• 2114118 AS NOTED JOB NO. 17-026 SHEET.• Sp- 01 SHT 1 OF 4