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1140 SEA VISTA PL-SITE PLAN.pdfSITE PLAN SCALE: 1 "=20.00' 0' 10, 20' 30' SITE ADDRESS 1140 SEA VISTA PLACE EDMONDS, WA 98020 OWNER BARRY AND SANDRA HACHLER 1140 SEA VISTA PLACE EDMONDS, WA 98020 208-915-3950 ASSESSOR'S PARCEL NO. 00 5683 000 007 00 LOT SIZE 11,509 SO. FT. BUILDING FOOTPRINT EXISTING HOUSE 2439 SF NEW ADDITION 776 NEW DECK (COVERED 353 AND UNCOVERED) ENTRY PORCH 94 TOTAL 3662 SF PERCENT 31.8% It has been established by cost comparison summary and approved by the Building Official that this construction project will not exceed 75% demolition of the original house and attached garage, in order to maintain the non -conforming location of the residence in proximity to the southern property line, as allowed under ECDC 17.40.020(F). Demolition beyond 75% will result in 1°`lvothinterpY11 this pArilllt appeaval �loeess shall be the stoppage of work, and the project as a whole will require City review under the category of "New Single Family" structure, nWnt e f any cu' �r ply exists g the maintenance of any cu:.:�ently existing illegal, which will be subject to all applicable requirements for a new structure. •oneonformlilg or unpeS'mitted bundling. s ustuse Any changes in the scope of demolition must be approved by the City of Edmonds prior to work being done. Any wall indicated or site condition which is outside the scope of the p on the plans as "existing" must retain all studs, top plates, bottom plates, and sheeting except at new windows and doors. >tuermit application, regardless of %nhether such ilding, structure or condition is shown on the - CONNECT ROOF site plan or dmw;wg. Such building, structure 9? / J - EXISTING ROOF DOWNSPOUTS TO eondition may be the subjec'c of a senam A / �0 / / DOWNSPOUT EXISTING COLLECTOR enforcement actior. " COLLECTOR LINE LINE ! I ID >EXX1ii1N6► — t. (VRIFY) 0 133.50' ! 6 ♦ Vir�rlv'n�� _a{r�r� EXISTING - g *+ o ++ I 1�>i�r� ° 8 o / STORM + / c - '� Wi1i SC /t - - •? GAS - GAS GAS - GAS - GAS LD a\EXISTING + --- I- - ►' - --- - -, t I �il+l�'.a • d 0 ; / LANDSCAPED,/ ; �3 - ���' p. I ° 3 / S(,i. a AREA + DECK lO Q =° = o POST FOOTPRINT OF EXISTING ID MAIN FLOOR PLAN. ! h _ o a m NEW �{I- «. w w f0 HATCHED AREA SILT FENCE I !! COVERED DECK -BE FILLED PER I INDICATES b LANDSLIDE HAZARD I •1 / * NNOTEMLOwC& BEE i ! FOOTPRINT TOCKPILE �\ 3 AREA- / 1' -- (DOTTED)i- r I AREA TO BE COVERED IMPERVIOUS SURFACE CALCS EXISTING BUILDING ROOF OUTLINE: 3161 SF (CONST. 1960) EXISTING DRIVEWAY 681 POOL AND PATIO 2350 SF (CONST.19720 PROPOSED ADDITION & COVERED DECK ROOF AREA: 1021 SF PROPOSED NEW DRIVEWAY & WALKS: 308 SF PROPOSED NEW PATIO/ POOL INFILL: 594 SF TOTAL NEW AREA:1923 SF LOT SLOPES SEE GEOTECHNICAL REPORT HEIGHT CALCULATIONS A=303.50 B=289.50 C=290.10 D=302.25 AVERAGE GRADE=296.X RIDGE HEIGHT=321.05 MAXIMUM=321.X DP TOP OF SEWER MANHOLE IN STREET Q 308.72' // .1 -4.4 <\� / EXISTING ROCKERY' /(NO CHANGE PROPOSED)- 6j; NEW PATIO--� EXISTING PATIO DEMO & FILL EXISTING POOL 011WNEf A"IRhCfW l'tfSPUNS Sa N '()FR LOCATING ALL ON -SITE UTILITIES. FIELOCATICII IU`'%-WN TO AW UTILITIES MAY FIC0II*i� J.P*ATC PERMIT. MISCELLANEOUS NOTES • FILTER SOCKS TO BE ADDED TO ANY CATCH BASINS DOWNSTRAM FROM THE CONSTRUCTION SITE. SEE DETAIL E1.3. • ALL DISTURBED SOILS SHALL BE COMPOST AMENDED PER BMP T5.13. • SEE DETAIL E1.1 FOR SILT FENCING DETAILS. • EXISTING SWIMMING POOL TO BE FILLED PER GEOTECHNICAL SPECIFICATIONS. D1I2IVEWAY e B .::r;:rr; :; ::;::;. i i i 4 EXISTING ,q DRIVEWAY EXISTING NON CONFORMING WALL AND ROOF TO REMAIN. (SEE ELEVATIONS) 109.601 EXISTING NON ------------- GARAGE NEIGHBORING AREA TO BE REMOVED. HOUSE i }.,plicani si;ziu =r-Alaair°/replace all damagr i Ufl4iQ5 t7rf;c, P irnrirovernents in City right -off -way Ckly standards that Is caused I or occur- durlicg the permitted project. I 4.F, .F'M1f li { { hr•3WFf11 r APPROVED BY ENGINEERING ROCKERY TO REMAIN NEW DRIVEWAY & WALKWAY AREAS 4iwr 111411114 .47' STABELIZED CONSTRUCTION ENTRANCE ftS 14N� (,/NsrRkG'(Id1J . `RE -USE AND RE -FINISH EXISTING DRIVEWAY 100. ©DP @ SEWER MH L - 0 a CV 3't c m °c�v CL QG]�L �U <QLA-2 ¢`�o�aow APPpD gy PLA411111� CITY COPY Zone as n Corner�NoFlag_A& Setback Required Actual Front E1W 25- _ RES U B Sides Nls ko, S.yg' � e� }�•�� JAN 0 2 2018 Rear-----��---- Other BUILDING P►A DEPARTMENT � 5 "-- _1 CITY 2, EDMONDS MISC. DETAILS SITE ADDRESS 1140 SEA VISTA PLACE EDMONDS, WA 98020 OWNER BARRY AND SANDRA HACKER 1140 SEA VISTA PLACE EDMONDS, WA 98020 (206)915-3950 FILTER FABRIC SECURED TO 2' X 2' 14 GA, WIRE FABRIC EQUAL 2' X 2' WOOD OR III c EQUIVALENT iv 8'- 12' PLACE 3/4'-1,5' WASHED GRAVEL IN THE TRENCH AND ON BOTH SIDES OF FILTER FABRIC FENCE ON THE SURFACE, FILTER FABRIC MATERIAL IN CONTINOUS ROLLS, USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE, WIRE MESH SUPPORT FEN fE iv I I TO SUPPORT FILTER FAIMIC. 1 II if I II II II `° --It�----------- iu 11 BURY BOTTOM OF FILTER II MATERIAL B' TO 12' II I 6' MAX. I Li2' X 2' WOOD POSTS OR EQUIVALENT CONTRACTOR/DEVELOPER SHALL MAINTAIN AND REPLACE STRAW BALES TO INSURE PROPER EROSION CONTROL, CITY INSPECTION REQUIRED ON ALL ER❑SION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN. S- REVISIONS o•.� STANDARD DETAIL FLMFA91ACFM RS.TAATIaIMIE1� �890-1990 DATE 7/24/01 SCALE NTS NO. 11.1 CB FILTER SOCK WITH OVER FLOW HOLES CATCH BASIN THIS APPLICATI❑N SHALL BE MAINTAINED AT ALL TIMES DURING C❑NSTRUCTI❑N PERI❑D, SEDIMENT SHALL BE REMOVED ON A REGULAR BASIS TO MAINTAIN FILTRATION EFFECTIVENESS, (CITY INSPECTION REQUIRED ON ALL EROSION CONTR❑LI MEASURES BEFORE WORK CAN BEGIN. REvisloNs STANDARD DETAIL D. GE RT 10/06/03 TEtI�IAAYSMEIRTIWI FM CATCH IUM ZA" I1. GEBERT 05/19/05 �BgQ,1 gg0 D. GEBERT 05/05/06 DATE 7/24/01 SCALE NTS N0. E1.3 R. ENGLISH 11/01/13 RES1 E3 JAN 0 2 2a n"LDOW OePARTI Cm,OF►vir