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WHITE INTERNATIONAL SYMBOL OF L <br /> ACCESSIBILITY ON BLUE BACKGROUND _ <br /> COLOR#15090 IN STANDARD 595C. <br /> SIGN SHALL INCLUDE"MINIMUM FINE <br /> $250"BELOW ISA PER 2019 CDC <br /> 118-703.7.2.1 <br /> PERMANENT REFLECTORIZED <br /> k <br /> 12" PORCELAIN ON STEEL SIGN <br /> W/BEADED SYMBOL-1" j <br /> HIGH MIN.BEADED TEXT v1 <br /> OR EQUAL cn <br /> °I <br /> 80"MIN.OUR.IF POST MOUNTED IN w N <br /> PATH OF TRAVEL Q rn <br /> 60"MIN.CLR.IF WALL MOUNTED OR O <br /> POST MOUNTED IN LANDSCAPE. <br /> v <br /> FINISHED 13RAIIF <br /> O <br /> W <br /> K <br /> 2"0 PAINTED GALV. Professional of fl0C0(d: <br /> PIPE <br /> 10"0 CONIC. <br /> 13 NOT USED SIGN W/CROWNED TOP FOOTING �� <br /> SD7 NO USED _ <br /> EQ. EO FOR USE ONLY IN DESIGN <br /> NON-PEDESTRIAN AREAS <br /> ACCESSIBLE AND <br /> VAN ACCESSIBLE Architectural <br /> SIGNAGE.VERIFY LOC. <br /> PER SITE PLAN Solutions Group <br /> 1-6 CONCRETE WHEEL STOP, <br /> n SEE DET.11/SD1 19401 40TH AVENUE W.#420 <br /> LYNNWOOD,WA 98036 <br /> / PAINT BORDER BLUE PER (425)987-8408 <br /> 4" <br /> CSC 11B-502.3.3 AMANDA MARTIN <br /> ALL <br /> ALL 4 SIDES <br /> I PROGRAM MANAGER <br /> ro <br /> TYPICAL SYMBOL,3'-0" amadin@pmdginacom <br /> SQ.PAINT WHITE ON <br /> FEDERAL STANDARD BLUE, <br /> O COLOR#15090 IN FEDERAL KEN McCRACKEN <br /> ARKI STANDARD 595C.w/ ARCHITECT <br /> d WHITE BORDER <br /> C. EO. 12"PAINTED"NO <br /> PARKING- <br /> ./WHITE LETTERS <br /> S. <br /> EXPIRATION DATE:06/22/25 <br /> a <br /> w Ck rL Ck RE. ERED <br /> V 9664 <br /> o PLAN I\>/ <br /> r <br /> A <br /> NOTE: <br /> a ALL ACCESSIBLE STALLS TO <br /> CONFORM TO DISABLED ACCESS <br /> REQUIREMENTS KE CCRACKEN <br /> W STATE OF WASHINGTON <br /> o VAN ACCESSIBLE PARKING <br /> SIGNATURE DATE: <br /> SD1 N.T.S. Seal 04 >7 24 00603 <br /> as <br /> APPLY A'TACK COAT OF ,°8„' <br /> o ASPHALT TO VERTICAL c^° <br /> FACE OF BELOW THE CONCRETE CURB,MATCH =:=t <br /> 3 PAVING SURFACE EXISTING CURB COLOR ° a''o <br /> `w ASPHALT/CONCRETE 1/4"TOOLED EDGE(TYP) a J Y9 °�°c <br /> a ENTIRE WIDTH OF RAMP PAVING WITH ISOLATION o E o <br /> w OR WALKING SURFACE JOINT AS OCCURS o'«. m <br /> s °oc L$ <br /> O O O O O • O - m`°°c <br /> II—III—III—� N - <br /> 0 0 0 0 0 F —III—III-� I- o W° ° <br /> O O O O O TAPERED - - —I I_ ._o m° <br /> z EDGES - c :- ii m <br /> O O O O O HT. WHERE s - (2)p3 BARS, yy <br /> ° o EXPOSED �'' CONTINUOUSLY O %m.°° m u« <br /> F n a O O < DOWEL INTO EXISTING Q b`o v x 8£c <br /> O A A CURB WHERE ° `o E <br /> a SECTION A-A _ _III_ OCCURS V m$°„ 09 <br /> 0 0 0P= <br /> o III NOTES: .6. o m o u <br /> O. Q. 1. EXPANSION <br /> TO <br /> 0.45"AT P JOINTS®30'-0° <br /> APAR 0.9"AT BASE 6• O.C.MAX na.2°cS <br /> 2.3^_2,q 2. CONTROL JOINTS F m£ <br /> ®10'-0"O.C. <br /> 0 MAX. <br /> TRUNCATED DOME PLAN NOT USED CONCRETE SIDEWALK G <br /> G� <br /> o p N Z p N <br /> SD1 NO USED 501 NOT TO SCALE a w o m o <br /> wm Z O W Q O <br /> DETECTABLE WARNINGS NOTES: p p ¢ p <br /> N K <br /> ? 1. DETECTABLE WARNING SURFACES SHALL BE YELLOW AND APPROXIMATE FS <br /> 33538 OF FEDERAL STANDARD 595C. <br /> 2. DETECTABLE WARNINGS AT CURB RAMPS SHALL EXTEND 36 INCHES IN THE <br /> DIRECTION OF TRAVEL.DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH <br /> OF THE RAMP RUN LESS 2 INCHES MAXIMUM ON EACH SIDE,EXCLUDING ANY <br /> FLARED SIDES. CONCRETE SLAB <br /> a 3. DETECTABLE WARNINGS SHALL BE LOCATED SO THE EDGE NEAREST THE CURB <br /> IS 6 INCHES MINIMUM AND 8 INCHES MAXIMUM FROM THE LINE AT THE FACE <br /> OF THE CURB MARKING THE TRANSITION BETWEEN THE CURB AND THE GUTTER a <br /> OR STREET. <br /> 4. ON PARALLEL CURB RAMPS,DETECTABLE WARNINGS SHALL BE PLACED ON <br /> THE TURNING SPACE AT THE FLUSH TRANSITION BETWEEN THE STREET AND {y4 REBAR®18"O.C. 3 <br /> SIDEWALK.DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH OF THE <br /> TURNING SPACE AT THE FLUSH TRANSITION BETWEEN THE STREET AND THE 5 EACH WAY <br /> SIDEWALK LESS 2 INCHES MAXIMUM ON EACH SIDE. TYPICAL CONCRETE SLAB <br /> 5. DETECTABLE WARNINGS AT PEDESTRIAN ISLANDS OR CUT-THROUGH MEDIANS o �W/FlBERCING `"`i _ CLASS II AGGREGATE <br /> o SHALL BE 36 INCHES MINIMUM IN DEPTH EXTENDING THE FULL WIDTH OF THE ff REINFORCING BASE COMPACTED TI <br /> y —III—III—III MINIMUM 95S RELATIVE N <br /> PEDESTRIAN PATH OR CUT-THROUGH LESS 2 INCHES MAXIMUM ON EACH SIDE, — COMPACTION <br /> o PLACED AT THE EDGES OF THE PEDESTRIAN ISLAND OR CUT-THROUGH _ oFILL _III—III—III— <br /> MEDIAN,AND SHALL BE SEPARATED BY 24 INCHES MINIMUM OF WALKING e w COMPACTED T01 MIN 90% SCARIFY&RECOMPACT Q <br /> SURFACE WITHOUT DETECTABLE WARNINGS. III—III— RELATIVE DENSITY _—III—III—III— TOP OF SUBGRADE TO A Z W a <br /> 0 6. DETECTABLE WARNINGS AT HAZARDOUS VEHICULAR AREAS SHALL BE 36 MIN OF 90%RELATIVE N 3 a <br /> INCHES IN WIDTH. —III—III—III—III' —III—III—III—III- DENSITY Z S ' <br /> w 3 y m <br /> iCD LLJ vCi o ki <br /> J W o Si m F o <br /> f d) <br /> 5 DETECTABLE WARNING SURFACES z NOT USED CONCRETE SIDEWALK CONCRETE PAVING D <br /> N <br /> SD1 NO USED SD1 NOT TO SCALE SD1 NOT TO SCALE _ U <br /> SITE DETAILS <br />