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SECTION 20, TOWNSHIP 29 N, RANG <br />LIMITS OF <br />EX. CLEARING MARK 11 <br />FLOW W/ ORANGE 1 <br />ARROWS FLAGGING 1 <br />(TYP.) ------ <br />1 \. 124't <br />DEV. FLOW L— <br />ARROWS (TYP.) <br />W — . o <br />w I l \ L N <br />1—i-1-- 60�3 <br />� <br />'. .. . <br />In I M <br />W A <br />F I i N \C <br />N \ <br />N c ROPOSE SIDEWALK o� 2 <br />[ 00063241000501 1 9: <br />U I j 21' 124't <br />C) 1 <br />PROPOSED <br />SFR P <br />5' I I I 00563241000300 l� <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 />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 - 4,650 SF, 0.11 Ac <br />IMPFRVICIUS AREA SUMMARY TABLE <br />PGIS (sf) <br />NPGIS (s <br />Total (sf <br />Existin <br />0 <br />0 <br />1 0 <br />New <br />805 <br />1,724 <br />1 2,529 I <br />Total Site Imperviousl <br />805 1 <br />1,724 <br />1 7.579 <br />LOT IMPERVIOUS COVERAGE: 54% <br />HEIGHT CALCULATION <br />MANHOLE RIM ELEV = 91.28' (SMH H9) <br />GJ <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 />+ 28.0' ALLOWED <br />118.2' = MAX HEIGHT <br />113.2' = ACTUAL HEIGHT <br />LOT COVERAGE BY BUILDING <br />LOT SIZE = 4.650 SF <br />PROPOSED SFR = 1,581 SF <br />BUILD SF / LOT SF = 34% <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 />F. <br />05 E, W.M. <br />LEGAL DESCRIPTION <br />SEC 20 TWP 29 RGE 05 QUARTER NE -- ST NICHOLAS ADD <br />BILK 410 0-01--LOT 1 OF COE SP 1202-27-05 REC AFN <br />200510265144 BEING A PTN OF LOTS 5 & 6 BLK 410 50 <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 />1 HANSEN AND HANSEN CONSTRUCTION INC <br />1 10131 MORAN RD <br />ARLINGTON, WA 98223 <br />JETT RODNEY L & JENNIFER J <br />PO BOX 0698 <br />EVERETT, 4&98206 <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 />N APPROVED <br />PLANNING s COMMUNITY 4 G 3- G 3 DEVELOPMENT EPT. <br />n BY <br />DATE © G (y 0 3 -D23 <br />a m ra TO POSTING (/5—A� CALL 48 HOURS <br />BEFORE YOU DIG <br />1-800-424-5555 <br />OMEGA SITE PLAN <br />ENGINEERING, INC. HANSEN SFR <br />2829 Rockefeller Avenue DATE JOB NO. SCALE SHEET <br />Everett WA 98201 <br />(o)425.387.2820 (f) 423.259.1958 03, /14 14-0301 1" -- 20' 1 OF 1 <br />PFN: <br />