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+ COPYRIGHT 0 SCR ARCHITECTS <br /> m // SCR I Architects <br /> / 1402 3rd Ave Suite 730 <br /> z I N Seattle,WA 98101 <br /> 2 / I <br /> 0 <br /> o _ <br /> z — ��. - I 10 0 5 10 20 SE J' A <br /> — =o I Scale 1R=10' 'a F,:Pap <br /> �a <br /> A' <br /> _ _ — ' LEGEND �,.„4, oNAR BNG�,O <br /> _ _ I Zo19 <br /> - - — <br /> - - - <br /> -. "--- - - _ - ,. I _ _ PROPERTY LINE X'y <br /> II ` _--. _.- _ ___ --- -- — EX CONTOUR(INDEX) DRAWN BY CRL <br /> JI / EX CONTOUR CHECKED BY SBP <br /> —230— — PROPOSED CONTOUR (INDEX) APPROVED BY UP <br /> :L <br /> II — 231— _ PROPOSED CONTOUR <br /> - .. DX X 3932 Fust Ave <br /> ill�0 <br /> SPOT ELEVATION Suite 201 <br /> _- .71 <br /> p.2WWA 991011211 <br /> FF 78.0 FlNISHED FLOOR ELEVATION P 206 <br /> f 20697353ee <br /> - I I EX BUILDING engineering pllc—0......m <br /> rt ,,/ -.Y/,J PROPOSED BUILDING <br /> - <br /> MATCH EX I t , ^., <br /> ,,,C'l ASPHALT(AC).PAVEMENT <br /> „,----,,, STORM DRAINAGE PIPE <br /> ASPHALT PAVEMENT n <br /> N (TW) I SDCO• STORM DRAIN CLEANOUT <br /> DS• DOWNSPOUTS <br /> GRADE WALKWAY TO <br /> \ DRAIN. 1%MIN SLOPE, <br /> \ 29,MAX SLOPE. - <br /> EX ASPHALT METAL DECK AND I O <br /> \– <br /> WALKWAY TO REMAIN \ STAIRS BY ARCH I <br /> DOWNSPOUTS TO BE MEE PLAN NOTE _ V <br /> ,+ <br /> ROUTED BENEATH /^ <br /> \\�N PORTABLE STRUCTURE MS DRAM HAS BEEN FREPAFED Il�D y V <br /> -CONTRACTOR (TYP OF 4) 11E SITE A FED SURVEY OF TRUE EX<31N0 z U) <br /> I IlRBCOMMONS WAS NOT PHFORED FON TIE 811E Q �' <br /> N ITS CUN@7f CCNORION WHLE THE IX <br /> EFORAATIDN M EELEYED TO BE RELIABLE,LPD J Q 0 <br /> BCIEERNOL PLLC CANVOT BE FESPORSB.E <br /> _ J <br /> DS I DS FOR THE ACCURACY OF 1118 DRAWNO CR FOR <br /> /% %i/i AtH eine CR Cf.EMO 18 WIH HAVEm MAY Z 0 <br /> BOT NCORPoMTED PITO R AS A ream.THOSE W LU O <br /> I RiYNO ON THS DOCU.BITAPE ADVISED TO J C <br /> DBTAN IOEPRDENT FELD VE RHCATION OF ITS c <br /> REPLACE EX CONCRETE I ACCURACY BEFORE USRO TT FOR ANY PURPOSE CO W V <br /> GUTTER AS NECESSARY TO <br /> u Cr) <br /> METAL DECK, CONNECT SD W g >N <br /> RAMP AND <br /> Og O o <br /> K <br /> STAIRS BY ARCH 16 LF 6 SD 0 1.0%MIN {.i. Z W rn <br /> O <br /> 0 Z¢ <br /> Z <br /> a it —J &3 <br /> I <br /> n� <br /> .:,. • — <— <br /> , <br /> a oc0W Y =w <br /> 1 <br /> e <br /> wW W W <br /> O <br /> o Z = N W L W W <br /> _ 4 I PROJECT NO. <br /> "I 1055 CONNECT TO EX I 1905 <br /> f- (ASSUMED, CONTRACTOR CATCH BASIN ISSUE DATE <br /> TO FIELD ADJUST TO IE 100.4 <br /> CONTRACTOR TO <br /> CONFIRM ADA CONFIRM LOCATION CURRENT REVISION <br /> c ACCESSIBILITY AND AND DEPTH OF <br /> DRAINAGE) EXISTING CATCH <br /> ✓� BASIN REVISION I DATE <br /> -'ti' // ,/ <br /> -1. SDCO <br /> RIM 103.03 <br /> IE 100.5 (6"E)OUT <br /> CONNECT TO INTERNAL <br /> S - / DOWNSPOUT CONVEYANCE <br /> 0 3 / CONFIRM LOCATION AND <br /> DEPTH WITH PORTABLE <br /> v / i / CONTRACTOR PRIOR TO <br /> 5 CONSTRUCTION OF ANY <br /> o DS IIIA DS PORTION <br /> O NNSTREATREA M SD SYSTEM <br /> Eo <br /> NOTES: <br /> METAL DECK AND CONTRACTOR TO VERIFY <br /> STAIRS BY ARCH POSITION,TYPE,&DEPTH <br /> OF NEARBY UTILITY LINES <br /> CONTRACTOR NO1E EX CONCRETE GUTTER I PRIOR TO COMMENCING <br /> CONTRACTOR TO LES1OFE FE.D TO TO REMAIN WORK <br /> EXISTING OR EETIER CONDITION N AREAS OF <br /> FENCE AND GATE- - cerusBANCEroRERANAsFE.D CONTACT CITY OF EVERETT <br /> c PER ARCH PRIOR TO ANY EXCAVATION <br /> PLANS <br /> COORDINATE WITH WORK GRADING AND <br /> UNDER SEPARATE <br /> Fir 2 PERMITS,INCLUDING DRAINAGE <br /> ELECTRICAL POWER <br /> Know what's below. <br /> E il 8 Call before you dig. <br /> �111,r,„ Dial 811 <br /> r C2 O <br /> Pro'O i <br /> y <br />