1018 91ST PL SW 2025-07-21 - Laserfiche WebLink

Permit #: PW2212-006 Site Address: 1018 91 ST PL SW Owner: JOHN FARRIS III Application Date: 12/09/2022 Description: SITEWORK FOR NEW SFR Review Status: 1st Review by City Reviewers Review Date: 12/13/2022 APPROVED PUBLIC WORKS DEPARTMENT BY: Tawnya Herman DATE: 12/13/2022 CITY OF EVERETT REVIEWED FOR PERMIT 8 r BMP C1 01 -PRESERV�\\\ e NATURAL o F/EGETATION _ SCALE IN FEET_ TPN005340D000NdO `, TPU 00534M0001600 CB ON 91 ST- BMP C220: INLET PROTECTION BMP C233: SILT FENCE p \ay� USE EXTG DRIVEWAY FOR BMP C105: STABILIZED CONSTRUCTION ENTRANCE/EXIT TOO CLOSE TO PROP LINE TO MEET FLOW PATH REQUIREMENT BMP C103: HIGH-VIS PLASTIC OR METAL FENCE TPN 00"4000001M n 90(h sT SIN BEMA PEACE CARE Adult Family Home f gist PI SW SITE � 0 VICINITY MAP NTS SITE DATA PARCELS: 00703500001000 SITE ADDRESS: 101891ST PL SW EVERETT, WA GROSS ACREAGE: 0.24 AC (PER COUNTY DATA) EXISTING USE: SINGLE-FAMILY RESIDENCE PRESIDING JURISDICTION: EVERETT, WA SITE COVERAGE DATA WITHIN LOD EXISTING HARD SURFACE: 2,092 SF EXISTING HARD SURFACE TO REMAIN: O SF • REPLACED HARD SURFACE: 2.092 OF CONVERTED IMPERVIOUS TO PERVIOUS: 0 SF NEW HARD SURFACE: 892 SF • TOTAL NEW PLUS REPLACED HARD SURFACE: 2.984 OF TOTAL HARD SURFACE AFTER PROJECT: 2.984 SP NEW POLLUTION GENERATING HARD SURFACE: 653 OF PROPOSED EFFECTIVE HARD SURFACE: 653 SF • DISTURBED AREA: 6.882 SF EXISTING CONDITIONS EXISTING FEATURES ARE APPROXIMATELY AS DEPICTED IN SNOHOMISH COUNTY GEODATA. ALL EXISTING FEATURES AND TOPOGRAPHY SHOWN SHALL BE VERIFIED PRIOR TO BEGINNING CONSTRUCTION. ANY AND ALL DISCREPANCIES FOUND BETWEEN ACTUAL EXISTING CONDITIONS AND THE EXISTING CONDITIONS SHOWN HERE SHALL BE IDENTIFIED TO THE PROJECT ENGINEER PRIOR TO CONTINUANCE OF ANY WORK. 1. ROOF DRAIN PIPE SHALL BE SDR 35 PVC AND SHALL BE AT A MINIMUM 2%GRADE TO DRAIN TO DISCHARGE LOCATION 2. PIPE TRENCHING AND BACKFILL SHALL BE PER PIPE MANUFACTURER SPECIFICATIONS 3. ALL PIPE SHALL BE CLEANED WA FLUSHING PRIOR TO CONNECTION TO DISCHARGE LOCATION 4. DRAIN FITTINGS SHALL BE SDR 35 PVC FITTINGS 5. ROOF DRAIN PIPE SHALL BE LAID STRAIGHT WITH NO SAGS OR BENDS IN PIPE. BENDS SHALL BE CONSTRUCTED WITH WATERTIGHT FITTINGS. 45-DEGREE ME CLEANOUTS SHALL BE INSTALLED UPSTREAM OF ALL BENDS AND SHALL BE PER DETAIL VC2 6. CONNECT ALL DOWNSPOUTS TO ROOF DRAINS WITH SDR 35 PVC FITTINGS PER DETAIL VC2 T. DO NOT CONNECT ROOF DRAIN PIPE TO FOOTING DRAIN PIPE CONSTRUCTION NOTES 1. LOCATION OF EXISTING UTILITIES IS UNKNOWN. CALL 8116 PERFORM PRIVATE AND PUBLIC UTILITY LOCATE MOP TO EXCAVATION 2. POST CONSTRUCTION SOIL QUALITY AND DEPTH OMP DETAIL 3/C2 SHALL BE APPLIED TO ALL DISTURBED PERVIOUS AREAS. 3. THIS PLAN IS DIAGRAMMATIC. CONTRACTOR IS RESPONSIBLE FOR COMPLETING ALL WORK IN ACCORDANCE WITH ALL APPLICABLE CODES AND REGULATION. 4. THE CONSTRUCTED IMPROVEMENTS SHALL NOT BE OPERATED UNTIL FINAL INSPECTION AND/OR ACCEPTANCE BY PROJECT ENGINEER, S. ANY DEVIATIONS TO THIS PLAN WILL NOT BE ACCEPTED BY PROJECT ENGINEER UNLESS AUTHORIZED BY PROJECT ENGINEER PRIOR TO CONSTRUCTION. 6, SITE SHALL BE GRADED TO DRAIN AWAY FROM ALL PROPOSED AND EXISTING STRUCTURES AT A MINIMUM OF 2%GRACE. Z. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST VERSION OF THE UNIFORM PLUMBING CODE, AND THE WSOOT STANDARD SPECIFICATION/PLANS FOR ROAD AND BRIDGE CONSTRUCTION. (,)KEY NOTES 1. PROPOSED RESIDENCE ROOF AREA (2,611SF) 2. PROPOSED REPLACEMENT CONCRETE DRIVEWAY (653 SF) 3. PROPOSED SPLASHBLOCK PER DETAIL 2/C2. 4. PROPOSED FLOW DIRECTION ARROW S. PROPOSED DRIVEWAY DISPERSION AREA 6. PROPOSED 2' WIDE, W DEPTH, 2' WASHED ROCK SPREADER T. EXISTING TREE TO REMAIN 8. PROPOSED LIMITS OF DISTURBANCE 9. PROPOSED SILT FENCE PER DETAIL 4/C2