Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
APPROVED PLN RESUB 3-BLD2023-0168-Site Plan-10.12.23
WIRE FENCE � •� If REBAF /CAP o' APPR�V ["`rlA/ 11- PE \ SS m U) V) U) U) FOUND 1" IP -----__ 0.39'N OF LINE 6.49'W FROM PROP COR II 0I I I I �I / FOUND REBAR/CAP N 83'38'23" W LS# 35978 FOUND 1.5" IP — _ — _ _ / (117' DEED 117 01' + ''N OF LINE & i o 0.45 OF LINE _1 0.2OF PROP COR v� 6.59'W OF ROP COR / o FACE ENDS 0.5'N I �q OF\ LINE & 5.1'W I / LINE I. F50M PROP COR I / I GRAVEL / — — T` — FOUNT 1" IP / DRIVE `o \ 1.48'S F LINE I ) 4.70" FROM PROP COR (FOUND 1.5" IP INGRES EGRESS;. & - TfL�T1ES1.5,6'S OF LINE -`SHED �ASEMENT ER 48W FROM,{ RE NO. CTRIC EASEMENT I / — P�OP�eR PER REC. NO. 992937 tK VEGETATED F FILTER 7, I / �/ STRIP (0/ z— L E / z— \ M / z 0 c� SET z REBAR/CAP 161fopfp►1m APPROX. LOC. DISTRIBUTION EASEMENT PER REC. NO: 200010250356 / 7 / � / STOAOD IR &BRICK 04 GARAGE WIRE FENCE / 49 / o /DECK i \ I I In h J�/ ROAD EASEMENt Pt RE cV Y ADDITION `L jP F NO.' •809468 & 989780 I 00 o EL=259.90 (, I I I w NO/ 00 LANTER10' .< z � / COMPAMD OSy VE E ATED HOUSE NO. 18230 / / C\2S9�2 /RIP FOOTPRINT=1,128 SF o I `I I I FOUND REBAR/CAP / / IS# 30450 APPROX. SIDE SEWS PER AS-BLg / / \ SPLASH BLOCK d , �\2S d I I —I— I 0\79'E OF LINE / / - / / /EL=259.75 �0�� '*'• HIMNEY / DRIVEWAY F REBAR/CAP / g`Lj / / _ /� / i WIRE d a EL=260'p9 VEGEATED I I I I SSMH 9 / j / i t I d F\ 2'IQ (� S �LS� / FILER RIM=265.42' / 0.62NE Or' E4NE/& / / (TBR) r,� �(7 G� / STP/P 1 I E(N) 8 CONC / 0.74'SE OF J� / W00 / C o ZCj > O� P / I I I IE(S,E) 6"CONC CALC'D CO f / / SPLASH BLOCK =257.17 (C.C.) GARAGE ADDITION �Q� % 64.9' / J I / oo / I� I I • I E/ CTRIC ASEMENT PER \ w SHED w I I R C. N0. 199910250185 \ TO INCLUDE ONE 1 D/ I > > EV-READY STALL P R I III E .cl / ECDC 17.115.040 SHED r / cyANTICIPATED WATER SERVICE / \ Q LOCATION. OLOCATE SERIVCET SAND VERIFY / m I .. OR TO CALLI I 100 / �/ \ PRIOR TO WORK ON -SITE. / ;� I F F I 0) FENCE00 END 0.4'S (METER ON 184TH ST SW� / / F� Iro I FENCE END � �/ I / 0.2'S OF LINE \ SPLA BLOCK / E I 10' I I I I ELECTRIC EASEMENT PER EGETYATED I I I I REC. NO. 199910250186 13.2 \ / / FI LOW PATH o CO VERT. BM o' / y, / I. I I /� E EV TBM 269.11' \ % WOOD / �I I torn < 27 WIRE a FENCE SANITARY/STORM EASEMENT (PER F I I TITLE) PER REC. NO. 1964433 Know what's below. Call 811 two business days before you dig. C,14C 8.0/, FENCE ON LINE I SET REBAR/CAP I 1 GVL. 1.8 i I \ BLD2023-0168 SEE SEPARATE CIVIL PLANS FOR ENGINEERING REQUIREMENTS ------------ Zone RS-12 Corner _'Flag Setbacks: Required Actual Front -------- 10' Sides ------------- ----------- 13'-2" Rear ------------- Other 25' 21.31' Height APPROVED BY PLANNING Oct 17 2023 HARDSCAPE AREA CALCULATION TOTAL PROPERTY AREA: 25,766 (0.592 AC) ON -SITE HARDSCAPE EXISTING GARAGE ROOF 550 SF. EXISTING ASPHALT DRIVE 400 SF. EXISTING BRICK AND CONC. 900 SF. EXISTING SHEDS 150 SF. EXISTING SFR ROOF 1,550 SF. EXISTING GRAVEL DRIVEWAY 3,400 SF. PROPOSED ADDITIONAL ROOF 1,500 SF. PROPOSED DRIVEWAY PAD 1,100 SF. TOTAL 9,550 SF. TOTAL NEW/REPLACED HARDSCAPE: 4,677 SF. COPYRIGHT © 2023 SCALE: 1" = 10' 0 10 20 LE_ L,44,1��� EXISTING BUILDING EXISTING GRAVEL EXISTING PROPERTY BOUNDARY //i EXISTING EDGE OF ASPHALT — EXISTING EASEMENT — — EXISTING LOT LINE SS EXISTING SANITARY SEWER LINE — — —, PROPOSED BUILDING L — JI W/ ROOF OVERHANG PROPOSED DRIVEWAY $^ PROPOSED STORM DRAIN LINE LOT COVERAGE CALCULATION TOTAL PROPERTY AREA: 25,766 (0.592 AC) DESIGNED BUILDING FOOTPRINT. EXISTING & PROP. BLDGS = 3,150 SF. (12.2%) RESUB Oct 12 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT