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MOIR SP LOT 6 <br />SECTION 6, TOWNSHIP 28N, RANGE 5E, W.M. <br />\\I <br />`SO <br />I DETEWTION <br />I VAULT I PUBLIC DRAINAGE <br />I � � <br />PROF. PERMEABLE b <br />PAVE ENT (490 SF) i 1-&1 <br />---------------- �--/- <br />--SS-----3S --SS --"S <br />"METER_ - '\ <br />BOX / <br />- /0�/I. <br />h11 ry so I <br />CovD <br />yry I DECK <br />_ I <br />EASEMENT <br />\ 5' <br />E SEWERS 20' <br />\ E/ --- INGRESS, EGRESS <br />\� <br />A^ \� AFC 148 1485178 & UTILITIES ESM'T <br />3� �- <br />'j- EX. PA)II!MENT <br />S /--SS 'S L --sS S <br />Wi W —W' W <br />--`_ EDGE OF P\R1.T. _ <br />21' PROP. BSC_ SEWER 5' LAN t <br />CONNECTION ESg1T. AFN <br />PROP. WATER 2D1607050154 <br />-� •^p� 12 LINE i <br />n i <br />ppa B i 0 00471700001703 <br />PROP. SFR I 03 m• / <br />(1,881 SF) I Y1- •� I- <br />- ( I z I <br />LEGAL DESCRIPTION <br />SECTION 6 TOWNSHIP 28 RANGE 5 QUARTER NW <br />HIGHLAND ACRES BLK 000 D-07 LOT 6 CITY EVT SP <br />PFN-1202-2009-001 REC UND AFN 201702215002 BEING <br />A PTN OF LOT 17 OF SO PLAT <br />DATUM ASSUMED <br />BENCHMARK <br />INVERT ELEVATION OF SSMH ON EAST DRIVE <br />LYING APPROXIMATELY 175' SOUTH OF NORTH END <br />OF PAVEMENT. <br />RIM = 424.62' <br />I.E. = 404.73 <br />SITE DATA <br />SITE ADDRESS: 5306 EAST DR. EVERETT, WA 95203 <br />PARCEL NUMBER: 00471700001707 <br />ZONING: R-1 <br />` ROOF <br />\'Ooy600 9F y OVERHANG N <br />OPEN SPACE „ FLOW <br />\ \ •9y / . „ „ • y " ARROW (TYP.) <br />Cl4' �' LN88'32'33'W67.35' I <br />,I \\ NOl'OB'54"W 1.00' 00471700001804 <br />V <br />SITE PLAN <br />D 20 4( <br />Ifs/I <br />HORIZONTAL SCALE <br />TOPSOIL/STOCK PILE NOTE - <br />PILES ARE TO BE COVERED W/ <br />PLASTIC SHEETING WITHIN 24 HOURS. <br />CONTRACTOR TO INSTALL SILT <br />FENCING WHERE NECESSARY ALONG <br />PERIMETER IF VEGETATIVE BUFFER <br />DOES NOT PROVIDE ADEQUATE <br />PROTECTION. <br />EXISTING SOIL & VEGETATION NOTE: <br />THE SOIL ANALYSIS FOR THIS <br />PROJECT FOUND THE EXISTING <br />SOILS TO BE ALDERWOOD URBAN <br />LAND COMPLEX. THE SITE IN THE <br />AREA OF DISTURBANCE CURRENTLY <br />CONSISTS OF PASTURE. <br />TOTAL AREA - 0.14 Ac <br />IRAPFP\/I(11IR APFA RI IMARAPV TARI F <br />EXISTING UTILITIES NOTE: <br />EXISTING UTILITIES DESIGNED AND <br />INSTALLED PER MOIR SHORT PLAT, <br />AFN 201702215002 <br />NOTE: <br />TOPOGRAPHIC CONTOURS ARE <br />BASED ON INFORMATION AVAILABLE <br />ON THE SNOHOMISH COUNTY <br />WEBSITE. <br />PGIS (so <br />NPGIS s <br />Total (s <br />Exisiin To Be Removed <br />0 <br />EAstin (To Be Replaced) <br />0 <br />0 <br />Exis1)ng(To Remain) <br />16 <br />0 <br />16 <br />ew + e ace4908 <br />ota ite Im ervlous5062 <br />NET NEW <br />490 <br />188T <br />2 371 <br />MAX. BUILDING LOT COVERAGE: 35% <br />BUILDING LOT COVERAGE: 33.0% <br />GRADING QUANTITIES: <br />CUT = 90 C.Y. <br />FILL = 90 C.Y. <br />GRADING QUANTITIES ESTIMATED BASED <br />ON CURRENT SITE INFORMATION EI: <br />ASSUMED EXCAVATIONS NECESSARY FOR <br />PROPOSED IMPROVEMENTS. <br />SFR HEIGHT CALCS <br />SIDE FX. ELEV. <br />A 423 <br />B 425 <br />C 1 425 <br />D 424 <br />AVG ELEV =1,700' /4 = 425.0' <br />MAX. BLDG HT, 425.0' + 26.83' = 451.83' <br />Lep,6nck <br />WNER /APPLICANT <br />RONALD MOIR <br />5302 EAST DR. <br />EVERETT. WA 98203 <br />CIVIL ENGINEER <br />OMEGA ENGINEERING, INC. <br />JOSEPH SMEBY, PE <br />2707 WETMORE AVE. <br />EVERETT, WA 98201 <br />425.903.4852 <br />R 425.259.1958 <br />SURVEYOR <br />ASPI LAND SURVEYING k PLANNING <br />5205 S 2ND AVE, SUITE A <br />EVERETT, WA 98203 <br />425.252.1884 <br />PLANNING DEPT. INSPECTION REQUIRED <br />PRIOR TO REQUEST FOR FINAL INSPECTION <br />.Landscaping X' encing _Signs <br />Environmentally Sensitive Area <br />_Other <br />Contact: <br />(425) 257-87311 xt. <br />I <br />room <br />i <br />Know whaYs below. <br />Call two business <br />days before you dig. <br />VICINITY MAP <br />SCALE: 1' — 2,000' <br />PLAN APPROVED <br />Y <br />m <br />0 <br />Ui >-co EX <br />m <br />¢LU <br />�v.- <br />DLo <br />�Oi N <br />N Lo <br />1 �acl <br />5Wo <br />nLU <br />N W <br />O <br />IL <br />z3 <br />y <br />O U) <br />f!) Q0 3 <br />(0 W <br />ZLo <br />n/ <br />LL <br />W <br />O W a) <br />U <br />O <br />OW <br />Z <br />Q <br />C > <br />O 3f <br />C IL <br />00 <br />Z <br />a <br />U <br />DATE <br />'-' . <br />20-0108 <br />1 <br />EJT <br />' <br />PUBLIC WORKS <br />6/24/20 <br />DRAINAGE <br />DEPARTMENT <br />. <br />A PUBLIC WORKS PERMIT IS REWIRED PRIOR TO <br />.euc 1" = 40' <br />STARTING ANY CONSTRUCTION W THIS <br />PROJECT. APPROVAL FOR THIS PROJECT <br />"^4 <br />IS CLWOIDONAL PER CURRENT STANDARDS <br />AND EMPIRES UNLESS PERMIT <br />FOR CONSTRUCTION HAS MTN ISSUED. <br />' <br />