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Pervious pavers.pdfNIP BEYLER /�Q`�'�� CONSULTING �" /T April 4, 2018 ��FR R�CCS Sigve Helleren RE: Trumper Residence Impervious Surface Modifications 17905 Vista Del Mar Drive, Edmonds Project: 16-248 Dear Sigve, Per your request, we have reviewed the addition of 612 square feet of pervious pavers on the site. The total square footage is made up of four small areas (25 SF, 132 SF, 205 SF, and 250 SF). Due to the small coverages of each of these areas, the fact that they are pervious pavers, and that they are separated by landscaping, allows the site drainage functionality to remain in general conformance with the approved plans. Sincerely, Mark Keller, P.E. Beyler Consulting LAKEWOOD OFFICE 5920 1001h St SW, Ste 25 Lakewood, WA 98499 phone: 253-301-4157 fax: 253-336-3950 beylerconsulting.com 4/4/18 Plan. Design. Manage CIVIL & STRUCTURAL ENGINEERING I LAND SURVEYING I PLANNING PROJECT MANAGEMENT I FEASIBILITY I PERMIT EXPEDITING Pervious paver addition TRUMPER RESIDENCE PORTION OF THE SW 1/4 OF SECTION 07, TOWNSHIP 27 N., RANGE 4 E., W.M. I I I I ' I � mammO aar.m� �_ racowNo err:lrsrl laJawml- a-rraorr saa 1 %av!•IvtO r•6"ROOFTOP 'QI l.V {'tOrrh Arr L�•'L•'y' L / (IYP.) A— IJ• yyyy `I Awsl .y' y 1 aanNs uwa A•e srow OIIIK Af(A54AQD INrw Ow OlS7GIl RAN I I y - F y v Adl CDMMAC704 5]0 vurn o I' yy I A— If yy N/r)PMlO{romlaaunlvw � s0v yy\%,r,•% 6•—It EDGE o/aurtwr N.e y etF fi'PVCtt 010�r4r :_f0«fF R. HOUSE \ a r0, E6 z yy FF=107.66 u^ tArraovuwr)ore w}•+tmcn y •' S'�' rwfroauroatnsvlra+t vu lF PIPE uo+o Aa aw-reto- IOPIACIMMT{rUlw1CW[RAw I y REQUfREO TO BE 26.6%OR fraD.#� Mbl f-{Af SF YL1 I.rM3I MO«feO.fewA fAVM •al I � GR REAVfREO TDOE mA.trnuvro 0•rurtro far Z� I NCHOAED C' � tutrsoo frlvr — ivd' fE UNNNOWN /OioO 1 NOT SVRVEYED II ar•1q.N \\ r�isormua � ` \ AREA3 ff Iz" fHY.fl • Atw frgrnwrrreq \ / COwMACIOA TO VERIFY) RESTORATION NOTE: \\ o SF ALL FINAL RESTORATION \ 9\ SHALL BE COMPLETED BY \ THE CONTRACTOR, NOT THE �\ / CITY OF EDMONDS \ \ r wm we n• «r.uM+ArmN \«•omNm`rAwe` Npwperi{ilfraf) a1 GlrA¢f ear SOCK Me a-ic GRAPHIC SCALE CATCH BASIN NOTE: `°" N rao" "Tie )o o 5 u IF THE RII4 TO INVERT OF vs!•la« fE Ir' (NW) - 9626 ANY CATCH BASIN EXCEEDS , If h =f`iof n 5, THEN A TYPE II MANHOLE SHALL BE USED RUNOFF LOCATIONS ONSITE DETENTION CENTER EXISTING SO SYSTEM LANDSCAPING PERVIOUS PAVERS AREA 4-5 1-3, 6-12 13-16 TOTAL AREA 1,497 SF 4,873 SF 612 SF 'D• AOOT04rRAQe YOW MwMMAfr IfOrN MMO/OYO \ OlAwlr /AMIIIRESIOtwCr a ro a {'!pt Ar ).W rA. M Mrp AS)lgww/M{DO/M1rWCtaOrRAGAMf OO MAlCWI((rV4t � I{ML IirtiMlrlwffA0lalflir0 ORgwO. Awt IIONOQr'M!)Ol? tOGTlOwf )IKKMAtl WaOww Ar M T!M'OF TlOt rN. `\ 4aA\ Y \`• �� �4 `` 4 / AZOS SF \ �. 11� GARAGE «m FF=106.50 rnY{•m®zae , / 1� 1 /«b� / • �yy / W19l Iw•lIr I ' 'y / vr•r« ) ! I / B •t,l w-ll0 MAQM rat •�� roorAeeoua � / N� irrww � rw•ul afA/wra w+u rt)¢ rodamtrotfwr. vt wAa / Er {•wr[+� � -mow vvv Erninrc WATER—�! l -�-. /wne ro v vaearrreu•w• '1' umLTo DVER—D afn.' SaLfo LID EL•f09.1V � _ m01YI[f lE (N,51 • te9.l wnr•ea.« NEWFE,1"(SE)-959D a-«.« EXfST sate 11x ON, /for" t v aw4vl.A alrtn ••rA Im-1 - au-15)...w bw K wnl-J lOrq It vr/ga•arr{ (NOTSURVEYED, aOYlYCfO{ ro KIDYI un - �. Ow•f l• fw-t!J I4MYACRrLRi 1fM.LONMRr / rw•)l0 snug. lCOftwOOAOY fMAlMrf rrSTlw../ Malofrouwmwo/uvoaesaro� / OAI 071,IIY (twtl !w!w J' N04GPNfa u/AYrSw now rAnAuralrasl,• (ONnAerOA ro KAtlrurwm /' orracrnvws raov T. rnwrincrnr - � , 1 T mr afeaw/w O{IYfNAY MA Sro G., i soo mruu ��� %SOIf0 u0 �aJ6•(xw)-sazv uLFu•[PEPo,b6% APPROVED FOR CONSTRUCTION CITY OF EDMONDS t61.I!\ DATE MW « BY Cl- ENGINEERING DINSION G 3 C �QQ 04-1J-ZOl6 n•wuR 16-248 I Or C.02