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Home My WebLink AboutMLA18-00043 FPA18-00002 Approved Site PlansVICINITY MAP NOT TO SCALE PROJECT INFORMATION APPLICANT: CATHERINE CARMELLA FUTURE HARVEST(S) OR _o OWNER: CATHERINE CARMELLA ENVIRONMENTALLY 112 S. 296 PLACE SENSITIVE AREAS: FEDERAL WAY, WA. 98003 Cot PROPERTY DEVELOPMENT FOR SINGLE FAMILY RESIDENCE ZONING: n UTILITIES: a Lake PARCEL NO: 00-22-83-032 DATE OF PREPARATION: APRIL 2018 ACRES; AREA OF PROJECT SITE HARVESTING IN ACRES: O < 29 CAT -A-RO Ro 28 m FAMSWORTH PL -F1 N EAGL 27 CiEE1t RD p } _ XT N 4 V V CA OMICR BEACH, Rp e �I [J Q�1 Y Y OLD ER RD y ycdP0 32 33 ,p P" 10 34 VICINITY MAP NOT TO SCALE PROJECT INFORMATION APPLICANT: CATHERINE CARMELLA FUTURE HARVEST(S) OR 112 S. 296 PLACE FEDERAL WAY, WA, 98003 OWNER: CATHERINE CARMELLA ENVIRONMENTALLY 112 S. 296 PLACE SENSITIVE AREAS: FEDERAL WAY, WA. 98003 PROPOSED PROJECT: PROPERTY DEVELOPMENT FOR SINGLE FAMILY RESIDENCE ZONING: RR -5 RURAL RESIDENT UTILITIES: PUD, POWER, AND ONSITE SEPTIC PARCEL NO: 00-22-83-032 DATE OF PREPARATION: APRIL 2018 HARVESTED AREA MAP CHECKLIST NORTH ARROW: SEEN ON DRAWING MAP SCALE: SCALE 1"- 50' E%ISTING FORESTED AND SEEN ON DRAWING HARVESTED AREAS: STUMPED AND GRADED SEEN ON DRAPING AREA: EXISTING/PROPOSED SEEN ON DRAWING ROADS, LANDINGS AND STRUCTURES: FORESTED BLOCKS FOR THERE ARE NO FUTURE PLANS FOR FUTURE HARVEST(S) OR HARVESTING ON THE SITE CONVERSIONS: ENVIRONMENTALLY EXISTING WETLAND SEEN ON DRAWING SENSITIVE AREAS: SHORELINE AREAS: NOT APPLICABLE. CONTIGUOUS PROPERTY NOT APPLICABLE, Alw aWNEO BY RIE' PROPERTY OWNER: AREA OF THE SITE IN AREA OF SITE 5,17 ACRES, ACRES; AREA OF HARVEST AREA IS APPROXIMATE 3.2 HARVESTING IN ACRES: ACRES. LEGEND PROPOSED RESIDENCE EDGE OF EXISTING GRAVEL ROAD EDGE OF NEW GRAVEL ROAD STORM LINE SEPTIC SYSTEM WETLAND BUFFER WETLAND FORESTED/UNDISTURBED AREA F/7 HARVESTED, STUMPED AND GRADED AREA APPROVE SITE PLAN JUN 18 1018 t q--,. JEFFERSON COUNTY DEPT. OF COMMUNITY DEVE P -NT SIGNATURE r r I � 1! is r - " ' - • ' - ` PROPOSED G DRIVEWAY 3,200 •- - ' /rS~fr�f*° f ff��,✓ �f ''7^ - W' ROAD YI I �r~'r•.��+ may, + ,"wq,. r•'� MYLY RESIDENCE EA: 2.400 $ Ffff\ ROOF A$1A\.f\ fAR y\I/\%fi dr TLAMD`f% CLEA APnRDx EDGE ar 1111'/ ,+fTEANo BueFER !� ' I Y jLY TKIN EXISTING MWWAY/\r/\' # l+j+�ryy�yi/♦�g�r / / / / i / / / i / / / / / / /r\//\�//\rJ�// /X .�/////////// I 2 'Oct EDGE OF LOGGED AREA HARVESTED AREA I ZZ 1I ( ACRES) A STEO AREAS WERE STUMPELL R GRADED ' �.,if ff/ffflfff 3 r ol�'f /✓;Pff /ff i/ f J + ' I # Y GARDNER BEACH ROAD - - - - - - - - _ _ _ _- - ' - - _ - - - - - _ - - - - - - - - - - - - - - - LJ- - - - _ - SITE PLAN { Scale: 1•• = 50• O so' 100• leo' SOW, OS' 23-OrE ' - - - - - - - Ir -� ,I -- - - - - -- _-------- - - - - -- -- - 1 1 I PROPOSED GRAVEL +`'_ --;7� \\\ •�+ " + ORIVEWNY 3.170 If _" NFPiiOK EDGE OF NOTCHED GRADE PROPOSED SINGLE \ \\\\\\ WETLAND ZONE 1 BOARD 2'X2" NOTCHES 1 � •. •- �J p � ROOF AREA; 1;4GO S. F.4 \ 1 X + JI \\\ 1+ X IJI I V - 'L�ii r I 4"0 PVC FROV! j f [L,EhREp/OIIR(yER AREA \\\ 1.250 S,F.3 \\ " ' `• '\ "11! P110 BY OTHERS ( r I I J%')�MIN. 25' FLOWPATH NATIVE i ) 1 1 ! X THROUGH NATIVE VEGETATION AREAS�� + 1 FOR ALL CLEARED \ j r#p ! I .( AREAS '� I I p!N® I \Ix \ 1 + I I !. r g+ MIN. 100' FLOWPATH THROUGH� NAl1YE. VEGETATION FROM EDGE 25 LF. DISPERSION ,� _ l 11 ! N OF NEW GRAVEL DRIVEWAY TRENCH - ' APPROX. EDGE OF 110' WETLAND BUFFER' I I 'O PER DETAIL A/C1 i -Y -^ M I X I I O I1 + I I 1� 4 ! I 'SILT I I 1 f FENCE CREATE BERM TO PREVENT DISPERSED STDRMWATER FROM INTERCEPTING f J I I I R;l0O` FH ¢DRAINFIELD I 4 Sr T FENCE 1 rI 1 NATI1111TATION1 11111 DISPERSION TRENCH I + I III I 1 I ' ALL CLEARED AREAS (NTH THE EXOEPTNTN OF THE WEILMAD AND + I + SURROURMG FIELD) RENAINWG UNDER THE FPA MORATORIUM TO BE y RCPLAHTED WITFI HA7 %E PLANTS (DOUW AS FIR, WESTERN RED CEDAR" I %ESIERN HEMLOGf, ETC-) WITH 92' MAXMIWA SPACIK AREAS THAT + 'YIILL BE UBLIZEQ TO OiSF'EflSE STORMWATER TO BE REPLANTED FRST IREMOVE EXISTING DRIVEWAY AND ' ! 1 RE3iORE WITH TOPSON, OR MTILCH I 24. W 1 " I g! �M I I I LEGEND ! I w + ' + ,� !----_----------- PROPERTY LINE I — X— X— X— X— X— X— X— SILT FENCE 1 I 1 PROPOSED BUILDING - - - - - - - - - - - - - - - - - - - - EDGE OF EXISTING GRAVEL ROAD I 1 I 1 !----------------------------- EDGE OF NEW GRAVEL ROAD ' 1 - --_- ---- STORM LINE PIPE ! r � 1 r SEPTIC SYSTEM 1 WETLAND } I P I a 170 'WETLAND BUFFER ! I � �a ___w _._...�._v � -' .i.L•!s•�_`."��i .1 GRAVEL DRIVEWAY 6 1 1 to P ! I y I r_AIT 1 SITE PLAN ! I 1 1 + " Scale: l+' 30" i I. I O 30' BO' BO' � Y 1 I 1 + ' P 1 1 + I APPAOVED SIA PLAN JUNi 18 2018 4 IEFFER ON COUNTY DEPT. OF COMM ITY DEVELMN3ENT SIGNATURE � ' I I� f I 1 1 I 1 I I EM CAP OR ff CLEAN OUT WYE FROM 2 X12" PRESSURE TREATED PIPE GALVANIZED I 1' MW 1" WN. PVC INSTALL TYPE 1ATCH r I k I /rWi54LIDCCOVER BASIN WFLUEHT PIPE OUT WYE FROM 4"X4" PRESSURE TREATED SUPPORT DRAIk ROCK LTER FABRIC, TYPAR 03401 Y APPROVED EQUAL SECTION A—A _i --i GRADE BOARD NOTES: 1. TRENCH AND GRADE BOARD MUST BE INSTALLED LEVEL. PLUSEND CAP OR 2. SUPPORT POST SPACING AS REQUIRED TO ENSURE GRADE BOARD REMAINS LEVEL PLAN A DISPERSION TRENCH NTS BEEHIVESTYLE GRATE, EQUAL TO OLYMPIC FOUNDRY PN: SM60BH SET LIP OF BOX AT GRADE ,,— BOLT DOWN LID INSTALL RISER SECTIONS AS NEEDED TO OBTAIN PROPER HEIGHT OHM COLLAR (TYP.) a � 4 3 'Ip PVC STORM SEWER PIPE, SIZE PER PLAN CONCRETE CATCH BASIN, TYPE 1 PER WS.D.O.T. STD 8 -1 B CATCH BASIN TYPE 1 CI Scale: NTS L loft � 1, ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF THE MOST CURRENT EDITION OF THE STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON. 2 ALL DISTURBED AREAS, EXCEPT THOSE ON WHICH ACTIVE CONSTRUCTION IS TAKING PLACE, SHALL BE EITHER SEEDED AND MULCHED OR PROTECTED WITH APPROPRIATE PLASTIC SHEETING WITHIN 2 DAYS OF DISTURBANCE BETWEEN OCTOBER 1 AND APRIL 30 AND WITHIN 7 DAYS BETWEEN MAY 1 AND SEPTEMBER 30. 3. STABILIZED CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED AND APPROVED PRIOR TO SITE GRADING AND/OR FOUNDATION EXCAVATION. 4, ALL EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER MAJOR STORM EVENTS ANY DEFICIENCIES SHALL BE REPAIRED IMMEDIATELY. 5, ANY MUD THAT IS CARRIED OFFSITE BY VEHICLE WHEELS AND DEPOSITED ON PUBLIC ROADWAYS SHALL HE CLEANED UP IMMEDIATELY. 6. ADJACENT PROPERTIES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION BY APPROPRIATE USE OF VEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS, DIKES OR MULCHING, OR BY A COMBINATION OF THESE MEASURES. DRAINAGE NOTES - I. ALL CONSTRUCTION SHALL CONFORM WITH THESE PLANS AND THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. 2 CONTRACTOR SHALL NOTIFY UTILITY LOCATOR SERVICE AND ARRANGE FOR FIELD LOCATION AND MARKING OF ALL UNDERGROUND UTILITIES IN AFFECTED AREAS PRIOR TO CONSTRUCTION. 3. ALL STORM DRAIN PIPING SHALL BE PVC. PVC PIPING IN TRAFFIC AREAS TO BE SDR35 PIPE CONFORMING WITH ASTM SPECIFICATION D3034, 4. FINAL ELEVATIONS, GRADES, AND ACTUAL PIPE LOCATKINS ARE TO BE DETERMINED BY OTHERS SUCH THAT THE FINAL ELEVATIONS AND DRAINAGE PATTERNS CONFORM WTH THE PLAN AND DETAILS HEREON. ANY CHANGES MUST BE APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION. 5. THIS DRAINAGE SYSTEM MUST BE INSPECTED AND CERTIFIED TO THE COUNTY BY THE ENGINEER CONTACT ZENOVIC tr ASSOCIATES, INC AT LEAST 48 HOURS PRIOR TO TIME OF INSPECTION. I r.