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LL 7 W O a <br /> m E <br /> 3s3 11r LL 2 c <br /> —— o Lu <br /> >> a <br /> ELEV 151.3'ASL ON.SIZE 391 ELEV 151.1'ASL <br /> BENCHMARK 77'-7117 AND L TKw RLTO R1 ETENTRc S-T <br /> A SCRIBED SQUARE x `-�' BOXES P 1 R .q OW COMB D E <br /> GONG.WALK .. . .. . . ... .. ... . . .R.L TO SPLASH BLOCK - - . ..- . .. . . .. . . .. _ - EWER.SEE 0.EV. <br /> EL=147.75(ALSO HIG — — — — — r <br /> POINT IN(bNNC.WALhd� \- - m RLTIGHTL E <br /> '1 U.G.EM(RRIG - — — . <br /> I — — — — — — — — - __LO <br /> SYSTEM(E) - — <br /> - .EXISTING TIRON �° 1 <br /> 1 ° SANITARY JUNCTION. 2 EXISTING COMBINED SEWER LINE w <br /> 1 DO"TIP OW EXGRADE DEPTH I BELOW EXIST GRADE J <br /> \ EX. N LEADER CONN.T6 AT FACE OF BUILDING,REPLACE W <br /> ` ITY SIDEWALK COMB ED SEWER. Z WITH GASKETED PVC PIPE PER AFU �e- .I V <br /> STDS. <br /> _ ELEV 152.0 <br /> 5'-9• o C <br /> g.3• FOOTPRINT OF (GAR <br /> SOD(BY OC) - EXISTING RESIDENCEis-11• <br /> 1 dX <br /> 2 (LOT COVERAGE 667 SF) EL EV <br /> Oo «i a-0 <br /> (1487aASL) TO <br /> AS T AY <br /> oN <br /> ta'-0• d 2 /4• FOO 61 <br /> a Q' PR POSED RESIDENCE <br /> coNa oINCAND STAIRS <br /> . <br /> _ OT COVERAGE=1668 SF) <br /> SLOPE LANDING TO DRAIN 7�• T_S m � W <br /> S. <br /> POINT 0) Fi / WAY FROM STAIRS - h .. r c� <br /> .POIM B) I � (154.1aASL) ELEV 15TASL FL DRAIN �! O <br /> (RES. D) .T{I• <br /> 1 4 ELEV 148A .50A d• �. W <br /> R.L NE R.LTIGHTUNE <br /> TO DRAIN ELEV 152aASL <br /> TO DR N <br /> l U.G.IRRIG SYSTEM(L�. (GAR POIMA) <br /> (E)WATER E. O[) CUT AND CAP AS NEEDED. .q•. <br /> (E)DOM.WA REMOVE REPLACE - u <br /> VALVE TO CITY VAI E. _ ° �(E)LIG FU OIL TANK <br /> (REMOVE ANK AND <br /> W - �iy yy ❑ CAP UN ) I ' <br /> d° 4'-LP <br /> NE;V CONC.WALK AND STEPS <br /> - ( - SOD(BY GC) CONC. NDING AND .I,-' r' .�y <br /> -- WATER UNE(lIG)(E) - �s-0• -S'-: <br /> m t ELECT.LINE(LIG)(E) <br /> (E)FACE OF CURB CONCRETE 1 , <br /> STAIRCON [NEWGASUNE. 2 R TIGHRINEVM H U LOCATION — — — — — — — — <br /> WITH UTILITY. m DECK <br /> SOD(BY GC) — — — _. _ E E E <br /> 24'-11/7 �i _ NEW GAS AFTERM�. EXISTING FENCE <br /> TO REMAIN REL TED ELECTIPFKXNEfCAB1.E TO U <br /> B4'-11l2• - 1' —�_ — —�— LINES > <br /> U.G.IRRIG )( Z Uj N <br /> r �w <br /> SYSTEM(E) 'f _.- _ _ <br /> -- __ (E 1 <br /> -- 45:��-- — �� )U W Cl QQ <br /> 71.Q0' F�-- <br /> LANDSCAPE PLANTINGS(NIC) SITE PLAN (PROPOSED) CD o s af <br /> SCALE:1"=10' Q w <br /> w <br /> LEGEND HEIGHT CALCULATIONS(RESIDENCE) LOT COVERAGE PROJECT INFORMATION <br /> REF.ELEVIS147.75ASL REF.ELEV(BMA)IS A SCRSED SQUARE AT HIGH ELEVATION IN CONCRETE LOTSIZE: 5870 SF OWNER GEOFFREYAND DA WN GRICE <br /> ----GGAS LINE WALK 1007 HOYT AVENUE,EVERETT,WA 98201 <br /> GVSTING RESIDENCE 1268 SF <br /> EXISTING ROOF HT ABV AVERAGE GRADE=17 6'(169.3 ASL) 425.6M8666 <br /> W WATERLINE EXISTING GARAGE: <br /> PROPOSED GRADE 440 SF SITEALXMESS: 1007 H01?AVENUE,EVERETi,WA 98201 <br /> E ELECTRICAL LINE ELEVATPOINTA 151.6'ASL TJTAL EXISTING COVERAGE. 1708 S.F. 29.09% <br /> ELEV AT POINT B 152.T ASL LEGAL DESCRIPTION: BAILEYS ADD TO EVERETL BLK 216 M-LOTS 13 614 LESS E 49FT OFS 2 314 FT <br /> UGO7OH INDICATES UNDERGROUND OR OVERHEAD UTIUTIES ELEVATPOINTC 151JASL PROPOSED RESIDENCE. 1589 SF OFLOTI3 <br /> (E) INDICATES EXISTING ELEMENT ELEVATPOWTD 151.TASL P.ROPOSEDGARAGE.- 667 SF TAXPARCELID.OQ3 21601300 <br /> INDICATES PROPERTY CORNER AVG.ELEV. 151.8 ASL TOTAL PROPOSED COVERAGE 2256 S.F 38.43% PROPERTYLOCATIOR TS 29 RG 05 SEIB <br /> PROPOSED MAXIMUM HT.ABV AVERAGE GRADE=271-1"(178.8'ASL) <br /> O DOWNSPOUTS TIGHT TO DRAINLINE MAXIMUM HT.ABV.AVERAGE GRADE ALLOWED=28'-0'(179.8'ASL) PERMIT ISSUE <br /> as <br /> (NIC) NOTINCONTRACT HEIGHT CALCULATIONS(GARAGE) IMPERVIOUS CALCULATIONS REQUIRED SETBACKS(EX. AND PROP.) <br /> REF ELEV IS 147.75 ASL REF.ELEV(BM A)IS A SCRIBED SQUARE AT HIGH ELEVATION IN CONCRETE EXISTING RESIDENCE: 1268 SF RESIDENCE <br /> WALK <br /> APPROVED EXISTING ROOF HT ABV.AVERAGE GRADE=13'-3-(164.1'ASL) EXISTING GARAGE: 440 SF FRONT 20'-0' <br /> PLANNING &COMMUNITY PROPOSED GRADE E,1ISTfNGDRIVEWAYIWALKWAYS: 468 SF SIDE <br /> DEVEL P ENT DEPT. ELEVATPOINTA 152.0'ASL TOTAL EXISTING IMPERVIOUS. 2176SF. 37.15% <br /> GARAGE: <br /> �/ ELEV AT POINT B 152.0'ASL PROPOSED RESIDENCE: 1713 SF REAR(ALLEY): 5-0' <br /> B 1 ELEVATPOINTC 151.VASL SITE PLAN <br /> ELEV AT POINT D 148.5 ASL <br /> DATE PROPOSED GARAGE: 807 SF SIDE 010• PROPOSED <br /> PROPOSED DRIVEWAY/WALKWAYS: 494 SF <br /> AVG.ELEV(BASE ELEVATION) 150.9'ASL SID-2.01 PROPOSED MAXIMUM HT ABV AVERAGE GRADE=20'-0'(1 70.9'ASL) TOTAL PROPOSED IMPERVIOUS: 3014 S.F. 51.34% J D-2"O 1 <br /> MAXIMUM HT ABV AVERAGE GRADEALLOWED=2d-0"(170.9'ASL) <br />