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Lei i z 170M <br />m <br />0 <br />I COE SEWER <br />i 1 I ESM'T <br />I AF# 1485178 <br />� 1N 1 I0 <br />10 i 40 <br />HORIZONTAL SCALE <br />\ \ '-5Te <br />P <br />4{, 14�S+\� <br />00471700001606 INGRESS;-'S <br />EGRES' \ <br />\ \ & UTILIY ESM'T <br />\1 \ \ EX. FLOW _ <br />ARROW (TYP.) _--SS <br />\_ BVEK a \ ROOF <br />J, \\� \ N89'57'40'W 117.26' to1 OVERHANG .\ <br />1 0 <br />1 - - - - - - ° --- �a58 <br />03 <br />-- <br />'•�rl �•� <br />� r 'n <br />SECTION 6, TOWNSHIP 26N, RANGE 5E, W.M. <br />11 <br />o I <br />/ <br />25' / <br />VNGRESS. EGRESS, <br />uo at.PTILITY ESM'T r5' LANDSCAPE ESM'T <br />' • ` m PUBLIC / <br />DRAINAGE / <br />PROP. PERMEABLI= }' <br />PAVEMENT (1,115 SF) <br />o PROP. <br />WATER LINE <br />SITE PLAN <br />34 <br />' <br />BSBL ' <br />IF - --- i -- <br />II I <br />DETENTION ( I <br />VAULT i <br />I <br />YR �-� ----- <br />5 <br />I � <br />---S5 <br />—Wi—W --W <br />PLANNING DEPT. INSPECTION REQUIRED <br />PRIOR TO REQUEST FOR FINAL INSPECTION <br />Landscaping ZFencing _Signs <br />. X Environmentally Sensitive Area <br />Other <br />Contact: <br />(425) 257-8731 a t. <br />EXi92. <br />ISl1NG SOIL & VEGETATION NOTE: EXISTING UTILITIES NOTE: v.` <br />THE SOIL ANALYSIS FOR THIS EXISTING UTILITIES DESIGNED AND <br />PROJECT FOUND THE EXISTING INSTALLED PER MOIR SHORT PLAT, G� M <br />SOILS TO BE ALDERWOOD GRAVELLY AFN 201702215002 <br />SANDY LOAM AND ALDERWOOD <br />URBAN LAND COMPLEX. THE SITE IN NOTE: <br />THE AREA OF DISTURBANCE TOPOGRAPHIC CONTOURS ARE <br />CURRENTLY CONSISTS OF LAWN. BASED ON INFORMATION AVAILABLE 1�- <br />ON THE SNOHOMISH COUNTY <br />WEBSITE. <br />TOTAL AREA - 0.16 Ac <br />IhaPFP\/IEII IC AP PA Al IMR4ARV TART P <br />PGIS <br />NPGIS s <br />Total s <br />Existin o Be Remove <br />0 <br />EzisBng (ra Be Replaced) <br />0 <br />0 <br />0 <br />E%ISBng (To Remain) <br />0 <br />0 <br />0 <br />New + Re laced <br />1 115 <br />3 429 <br />Total Site Im ervlous <br />22314 <br />3 4 <br />NETNEW <br />1115 <br />23H <br />3429 <br />MAX. BUILDING LOT COVERAGE: 35% <br />BUILDING LOT COVERAGE: 34% <br />GRADING OUAN1111ES: <br />CUT = 100 C.Y. <br />FILL = 100 C.Y. <br />GRADING QUANTITIES ESTIMATED BASED <br />ON CURRENT SITE INFORMATION & <br />ASSUMED EXCAVATIONS NECESSARY FOR <br />PROPOSED IMPROVEMENTS. <br />SFR HEIGHT CALCS <br />SIDE I EX. ELEV. <br />A 1 419 <br />B 419 <br />C 419 <br />D 1 418 <br />AVG ELEV =1,67& / 4 = 418.75' <br />MAXBLDG HT.= 418.75' + 26.83' = 445..5(8 <br />'OMM,A4 .B�� �11�&k.-IS <br />A\tp11J <br />a <br />Know what's below. <br />Call two business <br />days before you dig. <br />�'`� �%lilll� <br />W91 <br />a0 <br />VICINITY MAP <br />SCALE: 1- • 2,0DD' <br />I <br />LEGAL DESCRIPTION <br />SECTION 6 TOWNSHIP 28 RANGE 5 QUARTER NW <br />HIGHLAND ACRES BLK 000 D-05 LOT 4 CITY EVT SP <br />PFN-1202-2009-001 REC UND AFN 201702215002 BEING <br />ry <br />I A PTN OF LOT 17 OF SO PLAT <br />1 <br />rDATUM ASSUMED <br />BENCHMARK <br />INVERT ELEVATION OF SSMH ON EAST DRIVE <br />LYING APPROXIMATELY <br />(� <br />C.? <br />175' SOUTH OF NORTH END <br />i OF PAVEMENT. <br />RIM = 424.62' <br />I.E. = 404.73 <br />SITE DATA <br />SITE ADDRESS: 5230 EAST DR. EVERETT, WA 98203 <br />' PARCEL NUMBER: 00471700001705 <br />ZONING: R-1 <br />OWNER/APPLICANT <br />RONALD MOIR <br />waU20 <br />2 v rn <br />5302 EAST DR. <br />EVERETT, WA 98203 <br />0 rn N <br />CIVIL ENGINEER <br />OMEGA ENGINEERING, INC. <br />Lu . <br />JOSEPH SMEBY, PE <br />ro j <br />2707 WETMORE AVE. <br />w <br />EVERETT, WA 98201 <br />It <br />425.903.4852 <br />F:425.259.1958 <br />t1 <br />_ <br />SURVEYOR <br />z <br />ASPI LAND SURVEYING & PLANNING <br />W <br />5205 S 2ND AVE, SUITE A <br />EVERETL, WA 98203 <br />'425'252.1884 <br />0 <br />z <br />Z <br />DRAWING INDEX <br />w <br />1) COVER, PRELIM. SITE LAYOUT & SWPPP <br />2)TARGETED STORMWATER SITE PLAN <br />& SOIL MANAGEMENT PLAN <br />3) DETAILS <br />I <br />z <br />0 <br />a <br />z <br />ry <br />0 <br />O <br />�I) �./LV �..1- Q <br />V <br />U) <br />LU <br />w <br />3 <br />N <br />o w <br />LL <br />O <br />O <br />U Z <br />W <br />J w'0 <br />C <br />G <br />O <br />IL <br />O Z <br />0 N <br />°a <br />' PFN: <br />U <br />PLAN APPROVED <br />--' - 20-0230 1 EJT <br />PUBLIC WORKS °A1 6124/20 <br />DRAINAGE DEPARTMENT <br />A PURIIC KIRKS PERMIT IS REWIRED PRIOR TD V. = 40' <br />STARTING ANY CONSIRUC71ON LTV THIS <br />PRO,iECT. APPROVAL FOR THIS PROJECT <br />IS CONDITIONAL PER CURRENT STANDARDS <br />AND DSRES UNLESS PERMIT <br />FOR CONSTRUCRON HAS SUN ISSUED. °F <br />