8907 5TH AVE W 2023-04-11 - Laserfiche WebLink

' SE 1/4, N W 1/4, SEC.13, T.2 8N, R.04E, W.M. II CITY OF EVERETT, WASHINGTON - Q LEGEND ( Ln'- 1 SWPPP LEGEND ✓�-r PROPOSED FLOW DIRECTION 1 88TH ST SW CLEARING LIMITS 177/77//4 EXISTING BUILDING SF SILT FENCE J PL PLASTIC COVERING `--� Q �o MULCH OR STRAW MATTING z -Pp�� //// //// / EXISTING EDGE OF ASPHALT CO MULCH p ® RETAIN NATIVE VEGETATION 90TH ST SW - -P EXISTING PROPERTY BOUNDARY ✓tip EXISTING FLOW DIRECTION I 3 - - - - EXISTING RIGHT-OF-WAY LINE SL#• SOIL LOG # Q EXISTING LOT LINE I n `� "1 SD EXISTING STORM DRAIN LINE SOIL AMENDMENT LEGEND VICINITY MAP_ 0 SS EXISTING SANITARY SEWER LINE R UNDISTURBED SOIL SCALE: 1" � = 2,000' o ►C c m 0 W EXISTING WATER LINE A AMENDED SOIL 3 > EXISTING DITCH OR SWALE ——— PROPOSED BUILDING GRADING QUANTITIES �.< a 2 riiii It_ J W/ ROOF OVERHANG CUT: 110 CUBIC YARDS O ZI r FILL: 110 CUBIC YARDS III t'll SD PROPOSED STORM DRAIN y LL --2.) SOIL AMENDMENT NOTES: 1. NATIVE TOP SOILS SHALL BE STRIPPED AND STOCKPILE NEAR SITE DISTURBANCE APPROVED AREA TO BE REAPPLIED DURING FINAL STABILIZATION. PUBLIC WORKS DR E T 2. FULL DESCRIPTION OF SOIL AMENDMENT OPTIONS AND PROCEDURES CAN BE FOUND DRAINFIELD NOTE IN THE APPENDIX OF THE FULL STORMWATER SITE PLAN DRAINAGE REPORT. BY - -�'`�` ACCORDING TO SNOHOMISH COUNTY 3. RECEIPTS FOR ALL TOP SOIL AND/OR COMPOST IMPORTED INTO THE SITE FOR 5-1 Z,� JZ HEALTH DISTRICT RECORDS THERE ARE NO SOIL AMENDMENT SHALL BE RETAINED AND PROVIDED TO THE ENGINEER OR RECORD DATE UPON COMPLETION OF PROJECT FOR FINAL SOIL AMENDMENT VERIFICATION LETTER. CITY OF EVERETT REVIEWED FOR PERMIT KNOWN EXISTING DRAINFIELDS WITHIN 100 FEET OF THE SITE. 3. SOD SHALE BE FREE OF WEEDS, OF UNIFORM THICKNESS (APPROXIMATELY 1" THICK), AND SHALL HAVE A DENSE ROOT MAT FOR MECHANICAL STRENGTH. THE FOLLOWING STEPS ARE RECOMMENDED FOR SOD INSTALLATION: CONTOUR&FEATURES NOTE A: SHAPE AND SMOOTH THE SURFACE TO FINAL GRADE IN ACCORDANCE WITH THE CONTOURS AND EXISTING STRUCTURES APPROVED GRADING PLAN. SHOWN BASED ON THE CITY OF EVERETT B: AMEND 2" (MINIMUM) OF WELL-ROTTED COMPOST INTO THE TOP 6" OF THE SOIL HARDSCAPE AREA CALCULATION GIS INTERACTIVE MAPPING. IF THE ORGANIC CONTENT OF THE SOIL IS LESS THEN 10%. COMPOST USED SHOULD MEET ECOLOGY PUBLICATION 98-38 SPECIFICATIONS FOR GRADE A QUALITY COMPOST. TOTAL PROPERTY AREA: 9,748 (0.224 AC) THE COMPOST SHALL FIRST COME FROM THE EXISTING DUFF LAYER OF THE CLEARED AREAS. BOUNDARY LINE NOTE IF THE AMOUNT OF EXISTING DUFF LAYER IS INSUFFICIENT TO MEET ALL COMPOSTING NEEDS, BOUNDARY LINES ARE SHOWN BASED ON THE COMPOST SHALL BE IMPORTED AND MEET THE ECOLOGY PUBLICATION 98-38 ON-SITE HARDSCAPE SPECIFICATIONS. THE PLAT MAP RECORDED UNDER EX. SHOP 573 SF. AFN 1469835. C: FERTILIZE ACCORDING TO THE SUPPLIER'S RECOMMENDATIONS. DISTURBED AREAS PROP. SFR 1,736 SF. WITHIN 200' OF WATER BODIES AND WETLANDS MLST USE A NON-PHOSPHORUS FERTILIZER. PROP. DWY 1,942 SF. LEGAL DESCRIPTION D: WORK LINE AND FERTILIZER 1" TO 2" INTO THE SOIL, AND SMOOTH THE SURFACE. TOTAL 4,251 SF. RT-29) N 75FT OF S 320FT OF W E: LAY STRIPS OF SOD BEGINNING AT THE LOWEST ARE TO BE SODDED AND 2 NE1 4 SE1 4 PERPENDICULAR TO THE DIRECTION OF WATER FLOW. WEDGE STRIPS SECURELY INTO OFF-SITE HARDSCAPE 150FT OF E1/2 / / PLACE. SQUARE THE ENDS OFF EACH STRIP TO PROVIDE FOR A CLOSE, TIGHT FIT. PROP. DWY 434 SF. NW 1/4 SEC 13-28-4 LESS CO STAGGER JOINTS AT LEAST 12". STAPLE ON THE SLOPES STEEPER THAN 3H:1V. TOTAL 434 SF. RD F. ROLL THE SODDED AREA AND IRRIGATE. G. WHEN SODDING IS CARRIED OUT IN ALTERNATION STRIPS OR OTHER PATTERNS, TOTAL NEW/REPLACED HARDSCAPE: 4,112 SF. SUBJECT TO ALL EASEMENTS, SEED THE AREAS BETWEEN THE SOD IMMEDIATELY AFTER SODDING. RESTRICTIONS, AND RESERVATIONS. SITUATED IN THE CITY OF EVERETT, VEGETATED COVER BEFORE CLEARING&GRADING STATE OF WASHINGTON. RESIDENTIAL LAWN AREAS OWNER OF INTEREST VEGETATED COVER AFTER CLEARING& GRADING BOYKO ROSTISLOV AMENDED LAWN AREAS 12029 24TH AVE SE EVERETT, WA 98208 NATIVE SOIL TYPE(S) SHEET INDEX (425) 344-6348 ALDERWOOD URBAN LAND COMPLEX 1 OF 4 COVER SHEET ENGINEER/SURVEYOR ZONING 2 OF 4 SWPPP PLAN WESI LAND USE CONSULTANTS, LLC I?-1 3 OF 4 DRAINAGE PLAN4 OF 4 DETAIL SHEET 9740 EVERGREEN WAY EVERETT, WA 98204 PHONE: (425) 356-2700 .S. A• S ��°yWAsi CALL 811 TWO ei 2FAX: (425) 356-2708 p � - BUSINESS DAYS CESCL(ON-CALL)/CONTACT E~ WESI LAND USE CONSULTANTS, LLC Pt . .�Ii ' BEFORE YOU DIG TIMOTHY SARKELA, PE 91 57009 $ 9740 EVERGREEN WAY .4 S T E,'C$ti EVERETT, WA 98204 ZONAL TAX ACCOUNT NO.(S): SITE ADDRESS: PHONE: (425) 356-2700 28041300204900 8829 HARDESON RD FAX: (425) 356-2708 04-05-2022 PFN 22- EVERETT, WA 98204 COPYRIGHT© 2022 • WESI (425) COVER SHEET FOR: LAND USE BOYKO SFR (EVERETT) -- . ! 356-2700 SE 1/4, NW 1/4, SEC.13, T.28N, R.04E, W.M. CONSULTANTS CITY OF EVERETT, WASHINGTON PLANNING 0 ENGINEERING 0 SURVEYING DRAWN BY DATE REV. BY DATE PROJECT MANAGER SCALE NAT 03/09/22 T. SARKELA AS SHOWN * 9740 EVERGREEN WAY * EVERETT * WA * 98204 * DRAWING FILE NAME CHECKED BY F.B. NO. JOB NUMBER SHEET NO. VISIT OUR WEBSITEAT: WWW.WESI.CO 220208ABASE.DWG TAS - 22-0208-A ç1oF4 3