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z <br />I <br />EX. <br />FLOW <br />ARROWS <br />(TYP.) <br />I <br />W <br />W <br />Of <br />, <br />r / <br />L <br />LU <br />U) <br />J <br />< <br />ROPOSE <br />SIDEN <br />CJ <br />O <br />5' <br />- EXISTING SOIL & VEGETATION NOTE: <br />THE SOIL ANALYSIS FOR THIS PROJECT FOUND <br />THE EXISTING SOILS TO BE GRAVELLY ASHY <br />SANDY LOAM. THE DEPTH TO WATER TABLE CAN <br />RANGE FROM 18-36" IN THE AREAS OF THE <br />SITE. THE SITE CONSISTS OF LANDSCAPING <br />4 WITH A FEW TREES. <br />EXISTING WATER FEATURES ARE APPROXIMATE <br />AND BASED ON DISCUSSION WITH. PROPERTY <br />OWNER AND OTHER CONSULTANTS. <br />NEW SFR TO USE EXISTING WATER AND SEWER <br />SERVICES. <br />TOTAL AREA - 4,792 SF, 0.11 Ac <br />IMPERVIOUS AREA SUMMARY TABLE <br />I PGIS (sf) <br />I NPGIS (sf) <br />Total (sf) <br />_j 0 <br />_Existing <br />[New 805 <br />1 724 <br />2 529 <br />otal Site lmpervious <br />lmpervious <br />805 <br />805 <br />1,724 <br />1,724 <br />2,529 <br />2,529Site <br />LOT IMPERVIOUS COVERAGE: 53% <br />SE <br />LIMITS OF \ <br />CLEARING MARK \1 <br />W/ ORANGE <br />FLAGGING 1 <br />PROPOSED <br />SFR <br />\, 124't <br />, TOWNSNIP 29 N, RANGE 05 E, W.M. <br />DEV. FLOW L <br />ARROWS (TYP.) <br />I \ N <br />603si } <br />0 <br />Q{� a.., I u) <br />\C II '0Y.'a <br />C) . . <br />2 —.ia <br />nnraa ton lnnnsnl '.� 45'9`- <br />124'f <br />11� <br />\O <br />00563241000300 1 1 <br />HEIGHT CALCULATION <br />MANHOLE RIM ELEV = <br />A = 90.5' <br />B = 90.2' <br />C = 90.2' <br />+ D=900' <br />360.9' / 4 = 90.2' AVERAGE <br />(BASE ELEV.) <br />+ i_10' ALLOWED <br />118.2' = MAX HEIGHT <br />U3.2' = ACTUAL HEIGHT <br />LOT COVERAGE BY BUILDING <br />LOT SIZE = 4,792 SF <br />PROPOSED SFR = 1,581 SF <br />BUILD SF / LOT SF = 33% <br />GRADING QUANTITIES: <br />CUT = 95 C.Y. <br />FILL = 95 C.Y. <br />GRADING QUANTITIES ESTIMATED <br />BASED ON CURRENT SITE INFORMATION <br />& ASSUMED EXCAVATIONS NECESSARY <br />FOR PROPOSED IMPROVEMENTS. <br />LEGAL DESCRIPTION <br />SEC 20 TWP 29 RGE 05 QUARTER NE -- ST NICHOLAS ADD <br />BLK 410 D-01--LOT 1 OF COE SP 1202-27-05 REC AFN <br />200510265144 BEING A PTN OF LOTS 5 & 6 BLK 410 SO <br />PLAT <br />PROJECT DESCRIPTION: <br />PROPOSED SFR, SIDEWALK AND DRIVE <br />SITE DATA <br />SITE ADDRESS: 2023 STATE STREET <br />EVERETT, WA 98201 <br />PARCEL NUMBER: 00563241000501 <br />OWNER/APPLICANT <br />HANSEN AND HANSEN CONSTRUCTION INC <br />10131 MORAN RD <br />ARLINGTON, WA 98223 <br />JETT RODNEY L & JENNIFER J <br />PO BOX 12698 <br />EVERETT, WA 95206 <br />CIVIL ENGINEER <br />OMEGA ENGINEERING, INC <br />JOSEPH SMEBY. PE <br />2829 ROCKEFELLER AVE. <br />EVERETT, WA 98201 <br />425.387.3820' <br />F: 425.259.1958 <br />IN <br />APPROVED 9 <br />PLANNING & COMMUNITY <br />DEVELOP ENT EPT. <br />BY <br />a ,a 20 DATE 25 <br />„amzo-nu u <br />CALL 48 HOURS <br />BEFORE YOU DIG <br />1-800-424-6555 <br />felOMEGA SITE PLAN <br />ENGINEERING, INC. HANSEN SFR <br />2829 Rockefeller Avenue DATE JOB NO. SCALE SHEET <br />Everett WA 98201 <br />(o)425.387.3820 (f) 425.259.1958 1 03/11 /14 14-0301 V. = 20' 1 OF 1 <br />PFN: <br />