Laserfiche WebLink
WHITE INTERNATIONAL SYMBOL OF <br /> ACCESSIBILITY ON BLUE BACKGROUND as <br /> = Cn <br /> COLOR#15090 IN STANDARD 595C. Y <br /> SIGN SHALL INCLUDE"MINIMUM FINE <br /> $250"BELOW ISA PER 2019 CBC <br /> H B-703.7.2.1 <br /> O <br /> 2 � <br /> PERMANENT REFLECTORIZED p I~ W <br /> 12" PORCELAIN ON STEEL SIGN D; <br /> W/BEADED SYMBOL-1" CE m <br /> HIGH MIN.BEADED TEXT 10 0; <br /> OR EQUAL <br /> T zz <br /> g <br /> o W W ~ <br /> � � o <br /> 0- <br /> v IN v <br /> 80"MIN.CUP.IF POST MOUNTED IN N N N <br /> PATH OF TRAVEL 11 1 <br /> 60"MIN.CLR.IF WALL MOUNTED OR 0¢ N N <br /> POST MOUNTED IN LANDSCAPE. I I <br /> V h O <br /> + FINISHED <br /> O O - <br /> as <br /> -� 2"m PAINTED GALV. Professional of Record: <br /> PIPE <br /> 10"0 CONC.FOOTING FFM <br /> W/CROWNED TOP <br /> SIGN <br /> NOTE: <br /> -i EQ. EQ FOR USE ONLY INDESIGN <br /> NON-PEDESTRIANN AREAS <br /> ACCESSIBLE AND <br /> VAN ACCESSIBLE Architectural <br /> SIGNAGE.VERIFY LOC. <br /> C PER SITE PLAN Solutions Group <br /> 1-6 CONCRETE WHEEL STOP, <br /> S 19401 40TH AVENUE W.#420 <br /> -M EE DET.11/SD.1 <br /> / LYNNWOOD,WA 98036 <br /> PAINT BORDER BLUE PER (425)967-8409 <br /> 4„ <br /> �0 2019 CBC 11B-502.3.3 <br /> ALL 4 SIDES AMANDAMARTIN <br /> PROGRAM MANAGER <br /> TYPICAL SYMBOL,3'-0" amartin@pmdginc.com <br /> SO.PAINT WHITE ON <br /> FEDERAL STANDARD BLUE, <br /> COLOR#15090 IN FEDERAL <br /> O <br /> A STANDARD 5950.w/ KEN McCRACKEN <br /> R <br /> d WHITE BORDER ARCHITECT <br /> EQ. EQ. 12"PAINTED"NO PARKING" EXPIRATION DATE:06/22/25 <br /> w/WHITE LETTERS 1���\966 <br /> 9'-0" 5'-0" 1 /4 REGISTERED <br /> c <br /> a PLAN ARCHITECT <br /> NOTE: KE MCCRACKEN <br /> ALL ACCESSIBLE STALLS TO STATE OF WASHINGTON <br /> CONFORM TO DISABLED ACCESS <br /> REQUIREMENTS <br /> SIGNATURE DATE: <br /> 0 VAN ACCESSIBLE PARKING 10103124 <br /> SD.1 N.T.S. Seal <br /> o x <br /> APPLY A'TACK COAT'OF <br /> ASPHALT TO VERTICAL <br /> FACE OF BELOW THE <br /> d CONCRETE CURB,MATCH V <br /> k P EXISTING CURB COLOR AVING SURFACE o oa <br /> �r� c <br /> W ASPHALT/CONCRETE 1/4"TOOLED EDGE(TYP) - °ro� 'g y <br /> w ENTIRE WIDTH OF RAMP PAVING WITH ISOLATION OR WALKING SURFACE JOINT AS OCCURS o° <br /> Z —III—III—III o °cL <br /> y O O O O O <br /> III—III—I I I I I � Sol <br /> w 0 0 0 0 0 I—III—I —� N o 0 <br /> �> 00000 III—III— =� � oo <br /> m o TAPERED <br /> II—III=S O 0.2 o O O O O "HT. EDGES c m <br /> O O O O OWHEREOS s - BARS, gg <br /> EXPOSED �' CONTINUOUSLY Q <br /> r o O A A = DOWEL INTO EXISTING Q o o @-d <br /> "' a 0 CURB WHERE c°c« <br /> 1 _ _III_ OCCURS ° ' °^° <br /> a SECTION A=A C °o°°°o <br /> c NOTES: <br /> O Q Q 1. EXPANSION 0 o ; °@ S <br /> 0.45"AT TOP JOINTS®30'-0" <br /> F APAR O.C.MAX ° <br /> r TT..9"AT BASE 6 2. CONTROL JOINTS <br /> ®10'-0"O.C. <br /> o MAX. <br /> TRUNCATED DOME PLAN <br /> NOT USED CONCRETE SIDEWALK <br /> z <br /> SD.1 NO USED SD1 NOT TO SCALEt�� <br /> DETECTABLE WARNINGS NOTES: <br /> a 1. DETECTABLE WARNING SURFACES SHALL BE YELLOW AND APPROXIMATE FS <br /> 33538 OF FEDERAL STANDARD 595C. <br /> 1j 2. DETECTABLE WARNINGS AT CURB RAMPS SHALL EXTEND 36 INCHES IN THE <br /> DIRECTION OF TRAVEL.DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH <br /> a OF THE RAMP RUN LESS 2 INCHES MAXIMUM ON EACH SIDE,EXCLUDING ANY <br /> FLARED SIDES. CONCRETE SLAB <br /> 3. DETECTABLE WARNINGS SHALL BE LOCATED SO THE EDGE NEAREST THE CURB <br /> a 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 o <br /> i OR STREET. <br /> w 4. ON PARALLEL CURB RAMPS,DETECTABLE WARNINGS SHALL BE PLACED ON <br /> THE TURNING SPACE AT THE FLUSH TRANSITION BETWEEN THE STREET AND #4 REBAR®18"O.C. 3 <br /> W SIDEWALK.DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH OF THE EACH WAY w <br /> TURNING SPACE AT THE FLUSH TRANSITION BETWEEN THE STREET AND THE <br /> TYPICAL CONCRETE SLAB <br /> SIDEWALK LESS 2 INCHES MAXIMUM ON EACH SIDE. o W/HBERMESH _ _ CLASS II AGGREGATE <br /> 5. DETECTABLE WARNINGS AT PEDESTRIAN ISLANDS OR CUT-THROUGH MEDIANS _ III III—IIIBASE p REINFORCING MINIMUM 95%CRELLATIIVE (MCI <br /> SHALL RI 36 INCHES MINIMUM IN DEPTH EXTENDING THE FULL WIDTH OF THE <br /> PEDESTRIAN PATH OR CUT-THROUGH LESS 2 INCHES MAXIMUM ON EACH SIDE, T —III—III—III— COMPACTION 3 <br /> 4 PLACED AT THE EDGES OF THE PEDESTRIAN ISLAND OR CUT-THROUGH FILL/NATIVE SOIL j <br /> vi MEDIAN,AND SHALL BE SEPARATED BY 24 INCHES MINIMUM OF WALKING W —III—III— COMPACTED TO MIN 90% —III—III—III— SCARIFY&RECOMPACT <br /> SURFACE WITHOUT DETECTABLE WARNINGS. - TOP OF SUBGRADE TO A Z Q y <br /> c 6. DETECTABLE WARNINGS AT HAZARDOUS VEHICULAR AREAS SHALL BE 36 RELATIVE DENSITY _ _ w <br /> INCHES IN WIDTH. —1 I 1—III—III—III- —III—III—III—III- DENSITYMIN OF <br /> RELATIVE Z o <br /> Ul z W o <br /> o p LJ <br /> J LJ <br /> Q o <br /> a <br /> O � <br /> o w o W W o O <br /> 7> W o A a <br /> Ln <br /> 16 DETECTABLE WARNING SURFACES r12 NOT USED 8 CONCRETE SIDEWALK /4� CONCRETE PAVING z <br /> 8 N <br /> SD.1 1/4" = 1'-0" SD.1 NO USED SD.1 NOT TO SCALE SD.1 NOT TO SCALE _ D . U <br /> SITE DETAILS <br /> City of Everett Permit Services <br /> EVERETT Reviewed for Permit 11/14/2024 <br />