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HomeMy WebLinkAboutSFR - BLD Plot / Site Plans - 9/24/201412" CULVERT 6RAFEYIEW LOOP SOAP O W NORTH 1/4 CORNER SEC 5-21-1W, FOUND BRASS MON. UNDER 1NATER VALVE LID YLV=2014 12" CULVERT 40 DRIVEWAY I APPROXIMATE LOCATION OF NEW WELL TBAGK 'O 12" CULVERT — N rn — REGRADE DRIVEWAY, MAX SLOPE APPROX 8% 0 10' 20' 40' NO L PLANNING RECEIVED SEP242014 W. CEDAR Si EXISTING 3-=- DROOM DRAINF D (PRIMARY 4 SERVE) A5 PER RECORD DRAWING =G \D PROPOSED SEPTIC TANKS - 1500 GA S.T AND -/T W • 5 5q°25'13" W 3g1.01' EF TREE TO BE REMOVED BUILDING 20 N Sq°2723" E 255.06' ROOF DRAIN 8 FOUNDATION DRAIN TO ROCK DISPERSION TRENCH Co 6 7 FILL IN DEPRESSION - APPROX 120 CUBIC YARDS 49'-11„.* NOTE: NOT ALL SYMBOLS USED. ALTERNATE SYMBOLS INDICATED DEPENDING ON SOURCE OF ORIGINAL SURVEY. OWH ORDINARY HIGH WATER CONCRETE MONUMENT IN CASE MONUMENT ® PLAT MONUMENT POSITION (NOT FOUND) i:( TACK IN LEAD OR NAIL $ DISK / SET NAIL/DIME (T.B.M.) gak BRONZE PLUG/ FOUND BRASS DISK MONUMENT SET THORNTON LAND SURVEYING 5/8" REBAR ff YELLOW GAP. L5. 35g80 ® FOUND THORNTON LAND SURVEYING 5/5" RFBAR $ YELLOW GAP. LS. 102355 ■ SET PROP. LINE HUB $ LATH A INDICATES 2X2 WOOD / \ STAKE AS MARKED HYDRANT E3 POWER POLE (PP) 0-0 POWER POLE IN/LIGHT X MISC. UTILITY (SEE NOTES) QE ELECTRIC METER ELECTRIC TRANSFORMER TELEPHONE PEDESTAL SEWER MANHOLE STORM DRAIN MANHOLE DOMESTIC WATER WELL. WATER METER WATER SHUT-OFF VALVE GA5 VALVE CATCH BASIN O rn 0 0 WM w Nv FIR TREE tiP MADRONA TREE • CEDAR TREE 0 OAK TREE TREE TO BE REMOVED -- EDGE OF BRUSH :-=%EXISTING ROCKERY c-0 NEW ROCKERY ROCK OUTCROPS fGONTOUR - EXISTING !CONTOUR - GUT `�GONTOUR - FILL EDGE OF OIL -MAT ROADWAY EDGE OF GRAVEL j`] ROOF OVERHANGS BEYOND 18" SEWER LINE WATER LINE STORM DRAIN LINE MI5G. UNDERGROUND UTILITIES GONDENSOR FOR MINI -SPLIT APPROXIMATE LOCATION OF EXISTING SEPTIC TANK, TO BE PROPERLY ABANDONED GRAVEL DISPERSION TRENCH 0 If TOP 61'-0" ALL DECKS MAX HEIGHT 30" 7 * 2SP * SETBACK I5 AVERAGE OF DISTANCE OF EXISTING HOUSES ON EITHER SIDE, BUT NOT LESS THAN 35 FEET. 5P12014-00048 "DEVELOPMENT REGULATION STANDARDS: Y_ THE SITE 15 IN RURAL RESIDENTIAL 5 ZONE. STANDARD BUILDING SETBACKS ARE 25-FOOT FRONT YARD SETBACK, AND 20-FOOT SIDE PROPERTY LINE AND REAR YARD SETBACKS. THESE SETBACKS ARE MEASURED FROM STRUCTURES ABOVE GRADE SUCH AS ROOF OVERHANGS, STAIRS, BALCONIES, DECKS, HEAT PUMPS, STORAGE BUILDINGS, AND FUEL TANKS. Y_ AN EXCEPTION 15 MADE FOR LOTS LESS THAN 100 FEET IN WIDTH, WHERE SIDE YARD SETBACKS ARE EQUAL TO 10 PERCENT OF THE LOT WIDTH, BUT NO LESS THAN 5 FEET; THIS PROPERTY HAS A 1 FT SIDE YARD SETBACK IN THE EAST HALF AND 20 FT. SETBACK IN THE WEST HALF, DEPENDING ON THE PROPOSED BUILDING FOOTPRINT." L BUILDING LANDSCAP 46'` 04' 5 81°2q'34" W 110.00' GENERAL INFORMATION SITE ADDRESS: 5540 EAST GRAPEVIEW LOOP ROAD ALLYN, WA g8524 PROPERTY OWNER: JERRY LAMB $ ALISON DEIBEL 681 q NE 204TH STREET KENMORE, WA g8028 TAX PARCEL # 12105-50-18004 LOT COVERAGE LOT AREA 44,861 5F MAX ALLOWED LOT COVERAGE 35% 15,703 5F - — ', GENERAL SITE PLAN NOTES 1. ADHERE TO BEST MANAGEMENT S S) AS RED BY GOVERNING JURISDICTION RISDI TON TO PROTECT GSITE EAND SURROUNDINGAREAS.AREAS 2. MARK CLEARING LIMITS - CONSTRUCTION AREA TO BE STAKED PRIOR TO CLEARING. NO ADDITIONAL SITE DISTURBANCE TO TAKE PLACE BEYOND CONSTRUCTION LIMITS. 3. CONSTRUCTION ACCESS VIA INDICATED ACCESS ROUTE ONLY. 4. USE SEDIMENT BARRIERS OR OTHER PROTECTIVE MEASURES TO TRAP SEDIMENT ON -SITE. 5. STABILIZE SOILS - PROTECT EXPOSED 50IL5 W/ MULCH, SEEDING, OR PLASTIG COVERING AS REQUIRED. 6. CONTROL POLLUTANTS - HANDLE AND DISPOSE OF WASTE MATERIALS AND DEBRIS TO NOT CAUSE CONTAMINATION OF STORMWATER. T. FOOTING DRAIN AND ROOF DRAINAGE TO BE COLLECTED IN GRAVEL INFILTRATION PIT(5). ELD RESERVE DRAINFIELD LOCATIONS AND AAPPROXIMATE. TOTSIZES ARESEPTIC PERMIT OR ADDITIONAL REQUIREMENTS. q. FINAL GRADE SHALL BE BACK -FILL TAMPED TO ACCOMMODATE SETTLING AND BE SLOPED AWAY FROM THE FOUNDATION'/2 INCH PER FOOT WITHIN THE FIRST 10 FEET. WHERE SETBACKS LIMIT SPACE TO LESS THAN 10 FEET, PROVIDE SWALES OR DRAINS DESIGNED TO CARRY WATER FROM FOUNDATION. SACK -FILL TAMPING 15 NOT REQUIRED IF PROPER DRAINAGE CAN BE ACHIEVED USING NON -SETTLING COMPACT SOILS, A5 DETERMINED BY A CERTIFIED HYDROLOGIST, SOIL SCIENTIST, OR ENGINEER. 10. NEW WELL AND SEPTIC TO MEET ALL MASON COUNTY SETBACK CRITERIA balance associates architects 80 vine street suite 201 seattle, wa 98121 t - 206.322.7737 f - 206.322.0465 balanceassociates.com REGISTERED ARCHI CT allyn 2m shift cabin Allyn Washington 5540 E. Grapeview Loop Road PARCEL # 12105-50-18004 site plan SCALE: SHEET SIZE: DATE: 1:20. 36..x 24". 09.16.2014 PROJ #: 0708.2.05 REVISIONS: PERMIT SET 09/16/14 A100 © 2014 balance associates, inc. SCALE: 1:20