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1024 2ND AVE S-SITE PLAN.pdfSITE PLAN PINEVIEW LOT 2 ARDSLEY HOMES, LLC 16108 - ASH WAY STE 201 LYNNWOOD, WA 98087 PH: 425.775.8661 LEGAL DESCRIPTION - LOT 2 PINEVIEW NORTH SCALE 1" = 20' SITE ADDRESS - 1024 - 2ND AVE S, EDMONDS, WA ASSESSOR'S PARCEL NUMBER TBD 1 �' ►1� �. �'�>'v`S c►n US'i �� i� N89' 9' 5V 1- 92' h _. r. .\ A 54 5' BSBL SOILS % V TE • 7,262 SF 11 0 G pm cm Vol StA \ FF-518 o 55 \ rF a sae {��: S{ 1� (�c� t l�•F1v II'X 17 ANK NflOf/l = Bl.1 D=55.2 24.1 ' gyp, s 24pw\m fsOiBau 61O, 'v�u-o N89'29 25'Vl VE11 BY PLANNING o 215.19' +r rt —r— setback-" ikului.''d :actual Rear L: Odic], N 5- `? 4� - �-Illv `+.^ j �r 2-I 00 ++ ;` / 1 . 1. . . ?++ + . + -- + + ' 69'APPILI f ♦ ♦ + �/? .. + .. 1- . IN + + + +++ ++++ 4 + + + r .+ +♦.tt + =6547 1 ,. ►- . - +nT + + ♦+L1•+ •+1�I '% c +++♦♦+++ +++++++ +++++ ++i TOTAL LOT AREA - 7,262 SF AREA OF DISTURBANCE - 7,262 SF BUILDING PLAN; 467-2A IMPERVIOUS AREAS +++++.++ r► HOUSE l+_.;,` +f. I PATIO ♦+.+,+, TOTAL; WS 2X a APPRVD RP£ MAN ,-, How 1 LOT COVERAGE :/ll��l!/6M1'ILYli 1,998 SF 225 SF 2,223 SF LEGEND TS TOPSOIL STOCK PILE SS SUBSOIL STOCKPILE BSBL BUILDING SET BACK LINE PLDE PRIVATE LOT DRAINAGE EASEMENT STORM DRAIN WATER METER SEWER STUB NOTES 1. FLOW FROM ROOF TO DISCHARGE TO APPROVED STORM SYSTEM CONNECTIONS PROVIDED 2. FOOTING/WALL DRAINS TO BE DIRECTED TO DRYWELL 3. TEMPORARY STOCKPILES TO BE COVERED WITH IN 24 HOURS 4. SITE BENCHMARK RAILROAD SPIKE IN UTILITY POLE LOCATED ON THE EAST SIDE OF 2ND AVENUE S. OPPOSITE THE NE CORNER OF THE SITE ELEV. 68.98' BUILDING HEIGHT CALCULATION (ORIGINAL GRADE) A=54 B = 57.5 C = 57.8 D = 55.2 224.5 / 4 = 56.1 AVG. ORIGINAL ELEV, MAXIMUM HEIGHT = 56.1 + 25 = 81.1 PROPOSED BUILDING ELEVATION FF 53.8 + 26.6 = 80.4 C=57.8 — > ? MAIN FLOOR 1365 BMP'S AS NEEDED I` PORCHES 90 — '� GARAGE 429 1. BMP#C220—STRAW WATTLE OR EQUAL 2. BMP#C233—SILT FENCE FOOTPRINT -1,884 SQ FT 3 BMP#C105—ROCK IN DRIVEWAY ► —I COVERAGE - 1,884 SF /7,262 SF = 26% C1w COPY AREAS N892925"W MAIN FLOOR 1365 PERVIOUS DRIVEWAY 953 SF RECEIVEC UPPER FLOOR 1590 P IQ 511'µ" b-f— re~ b GARAGE 429 peb OW Ner 1 i'�eGf-fj5� UN 22 2017 ENTRY PORCH 90 y O'i DhRAed ckMIriR ENGINEERING DIVISION �h � � BI.JIL®II�IG ,� AMPP ED S NOTE g j �,oca-� ta� Date: 00-ck s I' k) -41() PC►oti�.