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305 SE EVERETT MALL WAY BASE FILE 2023-12-28
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305 SE EVERETT MALL WAY BASE FILE 2023-12-28
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Last modified
12/28/2023 2:12:30 PM
Creation date
12/28/2023 10:36:48 AM
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Address Document
Street Name
SE EVERETT MALL WAY
Street Number
305
Tenant Name
BASE FILE
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COPYRIGHT SCR ARCHRECTS <br /> N <br /> w SCR I Architects <br /> 1221 E Pike St, Suite 205 <br /> z <br /> Seattle,WA 98122 <br /> w <br /> U <br /> D <br /> Q <br /> 8879 <br /> O REGISTERED <br /> o ARCHITi ECT <br /> OG+°---- <br /> Scott Alan Connor <br /> PAINTED SYMBOL TO BE 4'X 4'+/-IN SIZE EQUAL STATE OF WASHINGTON <br /> WITH WHITE INTERNATIONAL SYMBOL OF AOCE55, <br /> WHITE 3"BORDER AND BLUE BACKGROUND. <br /> M METAL SIGNS DRAWN BY: S.C. <br /> RESERVED SIZE TYPICAL <br /> NOTE: TOP OF GONG.PAYING U.O.N. CHECKED BY: S.C. <br /> OR LAWN WHERE SHOWN WHERE ASPHALT PAVING SHOWN, <br /> MAX.EXPANSION JOINT TO BE Y2' OR <br /> GONG.PAVING. MAKE FLUSH WITH CONCRETE .-2"GREEN LETTERS <br /> EXPANSION JOINT AT CURB. (1/2"ELEV.DIFFERENCE MAXJ PARKIN TMP.U.O.N. APPROVED BY: S.C. <br /> 4"GONG.PAVING <br /> FINISH GRADE WHERE SHOWN LAWN GRADE bh"X bI'" < <br /> TOOL JOINT 15 I"BELOW CURB TOP. ACCESS SYMBOL <br /> FINISH GRADE PER PTL.3b/Ab.1 w <br /> EXPAN51ON JOINT 5" I" 1/2"RADIUS CORNER TYP. LETTER5 TYP. <br /> I/4"RADIUS EXCEPT <br /> AT PAVING "BLACK <br /> v - Ppb. _ ASPHALT OR - srare olsnalm PARKING LETTERS ttP. <br /> .7:. n. . . ....o.o'.:o: <br /> ° .p - PERMIT REQUIRED <br /> `'•' :.. GONG.PAVING _____ ______ <br /> :.�.. _ PER PLAN - v <br /> 4"CRUSHED v <br /> L4"GRAVEL EASE II—III—III GRAVEL n. a;: �': <br /> TYPICAL #5 TOP AND ee:o UTI I[[[[[ II I II II I II #4 TYR AT PFRIMETER3 AOCE55 SYMBOL TO LOCATED NEAR ENTRANCE <br /> BOTTOM g TO STALL AND CENTERED BETWEEN SIDE STRIPES. HIGH CONTRAST:WRITE ON <br /> BLUE BACKGROUND o) <br /> INTERNATIONAL SYMBOL OF AGCE55 N <br /> r <br /> TOOL JOINT AND EXPANSION JOINT GONG CURB AT WALK AND LAWN GONGRETE WALK EDGE OTRAFFIG SIGNAGE PAINTED AGOESS SYMBOL FOR //PROPORTIONAL GUIDE <br /> 6 3/4"=I'-O" I� 3/4"=I'-O" I4 3/4"=1'-O" �8 NOT TO SCALE 22 PARKING STALL NOT TO 50ALE 2V NOT TO SCALE W O <br /> Q Z g <br /> 0 U)�Z W o <br /> RE-GRADE SLOPE AS REO'D TO ACCOMMODATE RAMP Z wQ °r W <br /> AS SHOWN.VERIFY AND COORDINATE IN FIELD TYP. LU Q ~ <br /> Z <br /> a U oQ <br /> O } <br /> RAMP WIDTH PER PLAN METAL SIGNLU <br /> MAX.GR55 SLOPE TO BE 1:4a PER PLAN > U (n H_ <br /> 0 Q <br /> Of <br /> RE-GRADE AS REO'D (CONTRACTOR OPTION:INCREASE Q <br /> 50 GRADE b"OUT FROM RAMP WIDTH TO OUTSIDE EDGE OF i MAIN RAMP SURFACE TO O a <br /> EDGE OF RAMP HAS A 12 X 12 FOOTINGS FOR RAILIN65) EXISTING PARKING �+ I WALK PER BE DIAMOND MESH W Q 0-0 <br /> MAX.SLOPE OF I:10. I LOT ASPHALT i PLAN TEXTURED.SLOPE 1:12 d °) <br /> RAILING WIDTH PER PLAN EXISTING SLOPE N <br /> BEYOND 8 UP TO 3b" AND CURB 6"CURB MAX Z 'o z <br /> PROVIDE A MAX.SLOPE (44"CLEAR MIN.) -� S Q N <br /> (APPROXIMATE) 2"DIA.GALV.PIPE, <br /> OF 1:3. VERIFY AND o GAP TOP. SLOPE 1:11 o" S a N W z <br /> COORDINATE IN FIELD 2tAP _ m PATCH EXISTING GRADE ,y�O" m o <br /> W/ARCHITECT. 14 WALK EDGE _ --1'' SN' WHERE FOOTING INSTALLED 'I' Sco„ Q O Q m a0 <br /> 12"DIA. VERIFY TYPE IN FIELD Do <br /> W '^ <br /> ALIO-(BETiNE£N TE <br /> AT GONG.;GROWN TOP OF V <br /> b X b NA X WI.4 FOOTING W/EDGES TO BE =='-== __ z w (j Q <br /> -GONG RAMP WWM FLUSH W/EXI5T CONC. -"` Z U <br /> SLOPE PER PLANT°1 AT ASPHALT;TOP OF GONG. YELLOW DETECTABLE e w W Q O <br /> �.. ad: ° :.e:•.pq. <br /> TO BE 2 BELOW GRADE <br /> W Y <br /> •°�.R P.' O FILL IN Al ASPHALT PATCH. WARNING TILE AT RAMPa o> Q= <br /> yl' n AT PLANTING BED OR GRASS; SURFACE.EMBED IN NEW GONG. Z m m Jul G 2 a <br /> GROWN TOP OF FOOTING PER MFR.RECOMMENDATIONS. a <br /> PROTECT ALL PLANTINGS. SLOPE 1:12 MAX PROJECT NO. <br /> 2028 <br /> -------- NOTE:PROPORTIONALLY ADJUST DIMENSIONS FOR DEPTH ISSUE DATE <br /> I (b)#4 BARS OF RAMP AND FOR FLARED 51DE5 AT CURBS LE55 THAN 6". 3/28/21 <br /> o ALL SLOPES TO REMAIN AS INDICATED. <br /> d EXISTING PUBLIC v ..,;I �.o: CURRENT REVISION <br /> WALK - s;<.. PERMIT SET <br /> Q REVISION DATE <br /> 1=U <br /> d� 23 PARKING 51GN 27 PLAN DETAIL—CURB OUT <br /> GN <br /> RAILING DETAIL AT RAMP <br /> 3/4"=1'-0" <br /> 2� <br /> MID <br /> m c <br /> 0 3 PROVIDE 5WALE TO DRAIN RAI <br /> 1TYP.S END OF RAIL AT <br /> ALONG WALL AS SHOWN m TYP. TOP OF RAMP£ SEE DETAIL ABOVE FOR SIMILAR AND TYPICAL GALLOUTS VERTICAL AT 51MILAR TYP. <br /> at EXISTING SLOPE EXISTING PARKING a'-0"OA.MAx. <br /> o.3 DRY BLOCK WALL A5 REQUIRED TO GUT (APPROXIMATE) AND CURB ASPHALT END OF 12" <br /> RAMP <br /> SLOPE FOR LOWER RAMP.VERIFY EXTENT <br /> Q AND HEIGHT OF WALL REO'D IN FIELD. MpX. <br /> V LONG PRECAST GONG. <br /> o t0 /2"O D BUMPER W/UPPER EDGES <br /> O CHAMFERED.LOCATION IN <br /> o o WARP GONG.BETWEEN OO O TYPEL PIPE STALL PER PLAN. <br /> Q L EXPANSION JOINT EXISTING WALK AND a <br /> LANDING. MAX o GUT BACK 501L AND ADD ROCK AS GONG.RAMP 5/a"DIA.DOWELS AT NT O.C. <br /> `3 <br /> ��RAMI <br /> LOPE SITE DETAILS <br /> m=_ GONG"RAMP WU 1:4a o RECOMMENDED BY RETAINING a FOOTING o BONDING AGENT <br /> EXISTING RJBLIG --'-MAX GR055 SLOPE o BLOCK MANUFACTURER.PROVIDE ;a. .. It SCALES AS NOTED <br /> WALK 0 6E0-TEXT FABRIC,ANCHORS, <br /> Ir°.<.,'`'.a'.:...'T:: �a' •a,:.;.`.a.. o o DRAINS,ETC.PER MFR. <br /> CD ' ___ ASPHALT PER PLAN <br /> y o:.�'.o:D' I pp O <br /> CD <br /> �It O O O SEE PLAN� <br /> 1 u <br /> � FOR LOCATION <br /> AND LENGTHS -, 12" <br /> -- EA' GH WAY' <br /> RAILING DETAIL AT RAMP ., , RAILING DETAIL AT RAMP OGONG WHEELSTOP Al 10 <br /> s ��ff p <br /> 1.of <br /> IG 3/4.,_I'_0�� L`T 3/4.,_1'_0�� 28 3/4..=1'_O�� <br /> tU <br /> F N <br />
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