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From: 12/21/2015
City of Edmonds,
if
Planning & Community Development
Subject: Plan Review Comments for Factory Direct Tire Sales.
Address: 22617 76th AVE W Edmonds 98028
RE: APPLICATION #1 131-1320151.455 & BLD20151454
Reviewer: from: JENNIFER LAMBERT ENGINEERING TECHNICIAN
May 20, 2016
'111""l' e 1P'cllowlriq 14s ki urmmsponse to the Iftn.illdlnll and fm%nnMg III')elpart:rurwents iiterns oiin tl°iumi rflaiu i° i°miA w
mmmirnirrimrmirit,Pw fmir ,IIII' IIII' lG ,tCA,4'"l1tulN 4 f IIII''itt , f2tt151,4"55 & l L,,,,IIII' f20 t 5 1454 an tlfie limrvll,e^ r dated 12/2112015
Building
1. please show the year of construction for all the impervious surface areas.
a. llt is lknown the lIrnplerwlous su.irfaces were buliilt from 196411'0 1971
2. Break down the impervious surface calculations, such that the areas constructed pre -1977 and
Post -1977 are grouped together.
a. See irevised Cover Sheet: and urewlsed cak Um atkms.
b. 1" heure weren't. any 'lrnperwloiinr, sn.irface s constructed post 15177'.
3. per the architectural s, the proposed structures are to be installed with new slabs. Once the
surface
Is removed to bare soils, the area will be considered new impervious surfaces.
The only structure with a new 5" conc. slab is the Nlew 5 C aiii Gauralle fetal lltu llldinll.
1 -he New Carpoirt wwlll have 5 footling which are belntl called New lrnpeirvlows Surfaces and
amtmled to new mmalllculat:lon on the ReAsed Site Plan.
A) please revise the note "to be constructed over existing asphalt" accordingly.
See IHeAsiio n 1 Exl'ustlnr asphalt is to remain.
B) please review the impervious surface calculations accordingly.
See reeked iuurnpervious surface mMcnilatlons showing exlstinl and irew
surfaces,
C) if the amount of new impervious area constructed after 197 7 exceeds 2000sgft,
a storm water Mitigation system will be required. The new impervious area is for
the entire parcel.
.I.he New linlperwlous sui°famms do not exceed 20tI0 sf
I. Show the required storm water mitigation system designed as directed per the
Edmonds community development code (18.30) and the storm water
Supplement. Please refer to the #e72 city handouts for additional information.
Ii. Or, remove impervious area; such that the impervious surface area added after
1977 does not exceed 2000sgft.
The New lmpeu~wious surfaces do not exceed 2000 sf
The side sewer will need to be verified that the sewer meets current building codes for the
Areas under the new structures. If the sewer does not meet the current building codes the sewer
Will need to be replaced. Please refer to the building division for requirements.
Du,"idng the road is onsti°uc imin on .76", Ave N , the City of 1";Ilim:lrno m:ls had survey ¢: onmtm. cted of the
entire eAsfiintl sewer s sterni on their prolper"t. mind they mmonf'lnrrued, It was iln flood working ordeii ° and no
upgrades rm m'1es or re alw's were rim."mmded,.
A cleanout is required on the side sewer within 2' of the both structures. If a cleanout will
Need to be added (due to the addition), please note as such on the plans.
Advance Remodeling Solutions LLC.
1802 NW 201ST SHORELINE, WA 98177
(206) 427-3525
apdM@outlook.com
heire are 4. exis irilg C.Aeairi outs as r u° e.seuu.� tt('u i'�iain. tlt ort ti°m irrllr°ehouse arid 1 Hutu t'Jlie i E:E
coiiner° (if the piroperty. &ln(m the new tuu ctulr('M are not u;on tu°u cted Wth any phirrlubklg fixtures, there
is rx) Ireed foir any autdtliluunA c.o.
Please show temporary erosion control measures and reference the appropriate city standard.
See ReAsed Ske Man sheet tt.-0 st°uuu iung iota i lr of SM fenq:uit ig.
If you have any questions regarding this letter, please contact our office
Regards
Michael Valiente
Project Manager.
Advance Remodeling Solutions LLC.
1802 NW 201 ST SHORELINE, WA 98177
(206) 427-3525
apdi92@outlook.com