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8721 218TH ST SW-SITE PLAN.pdfNW 114, SEC 30, TWP 27N, PGE 4E, W.M. 218TH ST SW SHORT PLAT - LOT 2 196TH ST SW RAM ENGINEERING, IN( Civil Engineering / Land Planninc LEGAL DESCRIPTION LOT 2, CITY OF EDMONDS SHORT PLAT PLN20160015 ALL SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. SURVEYOR'S NOTES 1. TOPOGRAPHY INFORMATION PROVIDED BY ORCA LAND SURVEYING, INC. LOCATION OF OFF —SITE FEATURES & TOPOGRAPHY IS APPROXIMATE. 2. THE UNDERGROUND UTIL177ES ARE APPROXIMATE. THE LOCATIONS, AS SHOWN ON THIS PLAN, WHERE DRAWN PER FIELD LOCATED PAINT MARKS AND AVAILABLE RECORDS. J. THIS SURVEY WAS PERFORMED WITH THE BENEFIT OF A TI7LE REPORT ( CHICAGO TITLE COMPANY, ORDER NO. 500021538C, DATED JAN. 15, 2015), THOUGH THIS DRAWING DOES NOT PURPORT TO SHOW ALL EASEMENTS, RESTRICTIONS, RESERVATIONS AND/OR OCCUPATION WHICH MAY ENCUMBER TITLE TO OR USE OF THIS PROPERTY. BASIS OF BEARINGS MONUMENTED CENTERLINE OF 88TH AVENUE WEST, AS THE BEARING OF N 0035'10" E, AS PER OLYMPIC HEIGHTS DIVISION NO. 2, AS RECORDED IN VOL. 17 OF PLATS, PAGE 64. DATUM VERTICAL DATUM: NAVD '88 BENCHMARK. CASED, CONC. MONUMENT WITH 1 3/4" BRASS DISK W/ PUNCH, LOCATED ON 220TH STREET SW & 92ND AVENUE WEST, WGS ID# WGS20=CAD DATUM EL: 411.22' SITE BENCHMARK (TBM). TOP OF SET REBAR & CAP LOCATED IN THE S.E. CORNER OF SITE: DATUM EL: 443.3' MAXIMUM ONNEWAY SLOPE AULOINED 14'/o NCCEPT�TE '" TIGHT RIAL SCH 36 0 N -12 P816 14ANCOR a� ^1.D SuFfAms To AU. EX: �:,r.. rGG C()V�,IFq "�vl�i _ �11Y5 FOOTING DKAA'4',q X'OT TO BE TIED INTO DETENTICAI SYSTE101 STORM DRAINAGE NOTES IF THE RIM TO INVERT OF ANY CATCH BASIN EXCEEDS 5 FEET A TYPE Il CATCH BASIN WILL BE REQUIRED. FOOTING DRAINS TO CONNECT TO STORM DRAINAGE SYSTEM DOWNSTREAM OF DETENTION TANK OR CONTRACTOR MAY INSTALL AND CONNECT TO DRY WELL. ALL STORM PIPES TO BE CPEP OR APPROVED EQUAL. UTILITY NOTE ALL NEW UTILITIES ARE REQUIRED TO BE INSTALLED UNDERGROUND. F TYPE AREA (SQUARE FEET) NON—REGULA TED 0 EXEMPT REGULATED 2. REPLACED 0 0 J. NEW (POST 1977) + 6,010 4, TOTAL REGULATED IMPERVIOUS AREA = 6,010 5. TOTAL AREA MITIGATED BY EXISTING STORMWA TER MANAGEMENT SYSTEM(S) — 6,010 6. REGULATED AREA NOT YET MITIGATED = 0 7. AREA PROPOSED TO BE MITIGATED BY LOW IMPACT DEVELOPMENT TECHNIQUES = 0 8. AREA PROPOSED TO BE MITIGATED THROUGH CONVENTIONAL SKIM TECHNIQUES = 0 BUILDING HEIGHT CALCULATIONS (AEG) SPOT ELEVATIONS FOR HEIGHT CALCULATIONS: ELEVATION A: 445.83 ELEVATION B. 444.27 ELEVA TION C. 443.73 445.97 ELEVATION D: 1, 779.80 TOTAL: = A VERAGE ORIQWAL GRADE (A0G) = 444.95 TOP OF GARAGE SLAB = 445.50 ROOF A T RIDGE = 469.50 ALLOWABLE BUILDING HEIGHT = 469.95 (444.95 + 25 FT) SITE DEVELOPMENT PLANS IMPERVIOUS AREAS HOUSE+COVERED D/W, PATIO, PORCH & WALK 3,289 SF (ROOF LINE) UNCOVERED PATIO AND WALK 32 SF UNCOVERED DRIVEWAY 2,689 SF TOTAL = 6,010 SF LOT COVERAGE LOT AREA: 10, 785 SF ALLOWABLE COVERAGE (35%) 3,775 SF HOUSE, COVERED DECK AND GARAGE 2,911 SF PERCENT COVERAGE 27.60% CONSTRUCTION NOTE APPLICANT SHALL REPAIR/RELACE ALL DAMAGE TO UTILITIES OR FRONTAGE IMPROVEMENTS IN CITY RIGHT—OF—WAY PER CITY STANDARDS THAT IS CAUSED OR OCCURS DURING THE PERMITTED PROJECT. SIDE SEWER NOTES IF RE —USING EXISTING SIDE SEWER (FROM PROPERTY LINE TO HOUSE): PROPERTY OWNER MUST HAVE CONDITION VERIFIED AND PROVIDE A REPORT TO THE PUBLIC WORKS DEPARTMENT. IF RE —USING EXISTING SEWER LATERAL (FROM PROPERTY LINE TO CITY MAIN): CONDITION MUST BE VERIFIED BY PUBLIC WORKS DEPARTMENT. CONTACT EDMONDS SEWER DIVISION AT 425— 771— 0236. \ 3 Q I �t 216TH ST SW Q o Z � > > Q< 216 H ST SW 216TH ST SW Q. oCID N SITE**%_ 1- CQ 220TH ST SW VICINITY MAP SCALE: I" = 2000' 1A SCALE. 1 " = 30" 0 15 30 60 PROJECT TEAM OWNER/APPLICANT SELECT HOMES 16531 13TH AVENUE W. #A107 LYNNWOOD, WASHINGTON 98037 (425) 742-6044 EMAIL: KAYLA.CLARK®OUTLOOK.COM CONTACT- KAYLA CLARK CIVIL ENGINEER RAM ENGINEERING INC. 16531 13TH A VE W, SUITE A 108 LYNNWOOD, WA 98037 (425) 678-6960 EMAIL: ROBL®RAMENGINEERINGINC.COM CONTACT: ROB L. LONG, PE :.r SITE DA TA SITE ADDRESS. TAX PARCEL ID NUMBERS. S17F ACREAGE. UTILITY PURVEYORS — . . — . r ORCA LAND SURVEYING 3605 COLBY AVENUE EVERETT, WASHINGTON 98201 (425) 259-3400 FAX (425) 258-1616 8721 218TH STREET SW EDMONDS, WA 98026 27043000206400 & 270430000206500 10, 785 SF (0.25 AC) WA TER SUPPL Y. CITY OF EDMONDS 425— 771— 0235 SA NI TARY SEWER: CITY OF EDMONDS 425— 771— 0235 STORM SEWER: CITY OF EDMONDS 425— 771— 0235 PHONE. FRONTIER 425-263-4024 CONTACT: JEREMY FALL T CABLE: COMCAST 425-244-5088 CON TACT.• JEFF BURNS GAS. PSE 888-225-5773 POWER: SNOHOMISH COUNTY PUD 425— 783-1000 CONTACT: ROB LARSON FIRE DISTRICT: SNOHOMISH COUNTY FIRE DISTRICT NO.1 425-551-1200 SCHOOL DISTRICT. EDMONDS SCHOOL DISTRICT 425-670-7000 CITY COPY SHEET INDEX 1 SP-01 SITE DEVELOPMENT PLAN 2 GN-01 GENERAL NOTES & DETAILS 3 TP-01 CLEARING, GRADING & TESC PLAN 4 TD-01 STANDARD DETAILS ,'0r,U�r Lone S—Y Cor.7er rlagjY_ SetbacksReaWred Actual 5/d5F jIr tsw 35 RESUB ._.L_.. S R 5*.,,I NOV 0 8 2016 r 2L 5 aUILDING DEPARTMENT Height - - 0� of FaMON©S r Call 2 Working Days Before You Dig 811 or 1-800-424-5555 Utilities Underground Location Center APPROVED FOR CONSTRUCTION CITY IOff F� �EDMONDS DATE: BY C/TY ENGINEERING DIW90N 16531 13TH AVE W, SUITE A108 LYNNWOOD, WA 98037 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC.COM E z ' a Q J a M CO to ~ W N � �Im Q. W Cn W � r ya Uj w � ap Q co m N �0 ENGINEER: ROB L. LONG, P DRAWN BY.• LEE M. TOMKIN� ISSUE DATE. SCALE: 3118116 AS NOR JOB NO: 5-032 SHEET: SP-01 SHT % OF 4 3LD2,b W — 0394