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f <br />p w 1 q / Z_ C�39 <br />NE 114, NE 114, SEC.24, T.28N, R.04E, W.M. 93R� T SW <br />SNOHOMISH COUNTY, WASHINUTON o wPY <br />LEGEND <br />✓�+- PROPOSED FLOW DIRECTION <br />I&Y,EXISTING BUILDING <br />L//1/11� <br />//// //// i EXISTING EDGE OF ASPHALT <br />EXISTING PROPERTY BOUNDARY <br />— EXISTING RIGHT-OF-WAY LINE <br />— EXISTING LOT LINE <br />EXISTING STORM DRAIN LINE <br />EXISTING SANITARY SEWER LINE <br />EXISTING WATER LINE <br />EXISTING DITCH OR SCALE <br />PROPOSED BUILDING <br />W/ ROOF OVERHANG <br />PROPOSED STORM DRAIN <br />SWPPP LEGEND <br />sw <br />SERE <br />CLEARING LIMITS <br />SF SILT FENCE P <br />PL PLASTIC COVERING <br />� <br />MU MULCH OR STRAW MATTING <br />VEG RETAIN NATIVE VEGETATION <br />w <br />Q <br />105TH ST SE <br />-�-�- EXISTING FLOW DIRECTION <br />• SOIL LOG # <br />_ <br />SOIL AMENDMENTLEGEND <br />VICOMYMAP <br />R UNDISTURBED SOIL <br />A AMENDED SOIL <br />SCALE: 1" = 2,000' <br />GRADEVG QUANTITIES <br />CUT. 170 CUBIC YARDS <br />FILL: 170 CUBIC YARDS <br />SOIL AMENDMENTNOTES.- <br />1. NATIVE TOP SOILS SHALL BE STRIPPED AND STOCKPILE NEAR SITE DISTURBANCE <br />AREA TO BE REAPPLIED DURING FINAL STABILIZATION. <br />2. FULL DESCRIPTION OF SOIL AMENDMENT OPTIONS AND PROCEDURES CAN BE FOUND <br />IN THE APPENDIX OF THE FULL STORMWATER SITE PLAN DRAINAGE REPORT. <br />3. RECEIPTS FOR ALL TOP SOIL AND/OR COMPOST IMPORTED INTO THE SITE FOR <br />SOIL AMENDMENT SHALL BE RETAINED AND PROVIDED TO THE ENGINEER OR RECORD <br />UPON COMPLETION OF PROJECT FOR FINAL SOIL AMENDMENT VERIFICATION LETTER. <br />3. SOD SHALE BE FREE OF WEEDS, OF UNIFORM THICKNESS (APPROXIMATELY 1- THICK), <br />AND SHALL HAVE A DENSE ROOT MAT FOR MECHANICAL STRENGTH. <br />DRAINFIELD NOTE <br />THE FOLLOWING STEPS ARE RECOMMENDED FOR SOD INSTALLATION: <br />ACCORDING TO SNOHOMISH COUNTY <br />HEALTH DISTRICT RECORDS THERE <br />A: SHAPE AND SMOOTH THE SURFACE TO FINAL GRADE IN ACCORDANCE WITH THE <br />APPROVED GRADING PLAN. <br />ARE NO KNOWN EXISTING DRAINFIELDS <br />WITHIN 100 FEET OF THE SITE. <br />B. AMEND 2" (MINIMUM) OF WELL —ROTTED COMPOST INTO THE TOP 6"' OF THE SOIL <br />HARDSCAPE AREA CALCULATION <br />IF THE ORGANIC CONTENT OF THE SOIL IS LESS THEN 10% COMPOST USED SHOULD <br />CONTOUR & FEATURES NOTE <br />MEET ECOLOGY PUBLICATION 98-38 SPECIFICATIONS FOR GRADE A QUALITY COMPOST. <br />THE COMPOST SHALL FIRST COME FROM THE EXISTING DUFF LAYER OF THE CLEARED AREAS. <br />TOTAL PROPERTY AREA: 15,651 (0.359 AC) <br />IF THE AMOUNT OF EXISTING DUFF LAYER IS INSUFFICIENT TO MEET ALL COMPOSTING NEEDS, <br />CONTOURS AND EXISTING STRUCTURES SHOWN THE COMPOST SHALL BE IMPORTED AND MEET THE ECOLOGY PUBLICATION 98-38 <br />BASED ON TOPOGRAPHIC SURVEY BY WEST. <br />SPECIFICATIONS. <br />ON -SITE HARDSCAPE <br />EX. SFR CONVERTED TO ADU 1,300 SF. <br />BOUNDARYLINENOTE <br />BOUNDARY LINES ARE SHOWN <br />BASED ON A SURVEY BY WESTERN <br />ENGINEERS & SURVEYORS. <br />LEGAL DESCRIPTION <br />TR 6-BROADWAY CREST <br />SUBJECT TO ALL EASEMENTS, <br />RESTRICTIONS, AND RESERVATIONS. <br />SITUATED IN THE COUNTY OF <br />SNOHOMISH, STATE OF WASHINGTON. <br />OWNER/APPLICANT <br />AE CONSTRUCTION LLC <br />12322 HIGHWAY 99 <br />EVERETT, WA 98204 <br />(425) 232-2597 <br />ENGINEER/SURVEYOR <br />WESTERN ENGINEERS & SURVEYORS, INC. <br />9740 EVERGREEN WAY <br />EVERETT, WA 98204 <br />PHONE (425) 356-2700 <br />FAX: (425) 356-2708 <br />CESCL (ON-CALL)/CONTACT <br />WESTERN ENGINEERS & SURVEYORS, INC. <br />TIMOTHY SARKELA, PE <br />9740 EVERGREEN WAY <br />EVERETT WA 98204 <br />PHONE. (425) 356-2700 <br />FAX: (425) 356-2708 <br />C. FERTILIZE ACCORDING TO THE SUPPLIER'S RECOMMENDATIONS. DISTURBED AREAS <br />WITHIN 200' OF WATER BODIES AND WETLANDS MUST USE A NON -PHOSPHORUS FERTILIZER. <br />D: WORK LINE AND FERTILIZER 1 " TO 2" INTO THE SOIL, AND SMOOTH THE SURFACE. <br />E LAY STRIPS OF SOD BEGINNING AT THE LOWEST ARE TO BE SODDED AND <br />PERPENDICULAR TO THE DIRECTION OF WATER FLOW. WEDGE STRIPS SECURELY INTO <br />PLACE. SQUARE THE ENDS OF EACH STRIP TO PROVIDE FOR A CLOSE, TIGHT FIT. <br />STAGGER JOINTS AT LEAST 12 STAPLE ON THE SLOPES STEEPER THAN 3H:1V. <br />F. ROLL THE SODDED AREA AND IRRIGATE. <br />G. WHEN SODDING IS CARRIED OUT IN ALTERNATION STRIPS OR OTHER PATTERNS, <br />SEED THE AREAS BETWEEN THE SOD IMMEDIATELY AFTER SODDING. <br />VEGETATED COVER BEFORE CLEARM & GRADING <br />RESIDENTIAL LAWN AREAS <br />VEGETATED COVER AFTER CLEAMG & GRADING <br />EX. ELEVATED DECK 280 SF. <br />EX. SHED 210 SF. <br />EX. DRIVE/WALK TO REMAIN 610 SF. <br />PROPOSED SFR 3,345 SF. <br />*PROPOSED DRIVEWAY 1,600 SF <br />TOTAL 7,345 SF. <br />*DOES NOT INCLUDE AREAS COVERED BY EAVES. <br />TOTAL NEW/REPLACED HARDSCAPE 4,945 SF. <br />AMENDED RESIDENTIAL LAWN <br />NATIVE SOIL TYPES) <br />SILT LOAM TYPE SOILS ��Ce <br />ZONING'fj` 3 2pZ0 <br />R- I Ai, O Se!� <br />Rt� v <br />COPYRIGHT © 2019 <br />Western <br />Engineers & (425) <br />16 Surveyors 356-2700 <br />SURVEYORS o PLANNERS e ENGINEERS <br />LAND USE CONSULTANTS <br />CIVIL ENGINEERS o LAND SURVEYORS <br />*** 9740 EVERGREEN WAY * EVERETT * WA * 98204 *** <br />TAX ACCOUNT <br />00396900000600 <br />SHEET MDEX <br />1 OF 4 <br />COVER SHEET <br />2 OF 4 <br />SWPPP PLAN <br />3 OF 4 <br />DRAINAGE PLAN <br />4 OF 4 <br />DETAIL SHEET <br />CALL 811 TWO (2) <br />BUSINESS DAYS <br />BEFORE YOU DIG <br />PFN 19- <br />SITE ADDRESS: <br />10103 1ST DRIVE SE <br />EVERETT, WA 98204 <br />COVER SHEET FOR: <br />AE CONSTRUCTION <br />NE 114, NE 114, SEC.24, T.28N, R.04E, W.M. <br />SNOHOMISH COUNTY, WASHINO'TON <br />IWN BY DATE <br />REV. BY DATE <br />PROJECT MANAGER <br />SCALE <br />NAT 08101119 <br />01 TAS 10129119 <br />T. SARKELA <br />AS SHOW <br />KING FILE NAME <br />CHECKED BY <br />F.B. NO. <br />JOB NUMBER <br />EET N <br />191821ABASEDWG <br />TAS <br />— <br />19-1821 A <br />T, 1 OF <br />