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IF THESE SHEETS ARE NOT 24"X 36"THEN DRAWING IS NOT TO SCALE. <br /> 3" 3" 3" 3" o <br /> SEE SITE PLAN 5'-0" 5'-0" o <br /> N <br /> ALL BENDS 2"RADIUS 1 .;._" 0 <br /> WELD&GRIND SMOOTH. <br /> INET REGI FREO <br /> mowle <br /> < 1-1/2"GALV.STL. PIPE �� Ake iHITLC <br /> W/POSTS @ 5'-0"O.C. o <br /> &INTERMEDIATE POST r <br /> CENTERED.SHOP PRIME - SET POST IN SLEEVE NUR R NSr <br /> 5'-0" 12" o &PAINT. W/NON-SHRINK GROUT. STATE Ct �vIASHNGTON <br /> / / o GUARDRAIL TO BE CAPABLEIlla .. <br /> `Y' OF SUPPORTING 200 POUND <br /> 4'-0"WIDE x 4"THICK Z <br /> BLUE BACKGROUND W/ CONCRETE WALK LOAD PER U.B.C. �� <br /> 1 MI <br /> WHITE SYMBOL&LETTERING I <br /> n 1/2"R. FELT EXP.JOINT 1/2"R <br /> - <br /> of <br /> REFLECTORIZED SIGN — - - - <br /> °0 CONSTRUCTED OF ,_IL�•< (3)NO. 3-BARS I U Li <br /> SIGNAGE C.L. <br /> L \ PORCELAIN STEEL W/ " T CONTINUOUS <br /> BEADED TEXT. r 6" 2'�. CONTINUOUS CONCRETE SPACED 6"O.C. <br /> BY OWNER WITH __ ,_• ' <br /> 1"WHITE LETTERS W/WORDING- HANDRAIL FOOTING TYPICAL PIPE GUARD AT EDGE <br /> SEPARATE J "RESERVED PARKING-STATE OF SIDEWALKS ADJACENT TO DRIVE AISLES <br /> DISABLED PARKING PERMIT <br /> PERMIT REQUIRED" 1'-0" 11" ALL HANDRAILS <br /> / <br /> / TO EXTEND IN THE DIRECTION 11" 11" <br /> OF STAIR RUN NOT LESS THAN <br /> 0 4"CONC. MIN. MIN. �' <br /> 12"AT THE TOP AND WALK 5 <br /> ONE TREAD DEPTH(11") Li., <br /> 2'-6" AT THE BOTTOM(IBC 1011.11) `t <br /> f �t ots <br /> 0 <br /> \ < 2"DIA STL POST CENTERED ON in 4 - -- ;, Z co <br /> - HDCP.STALL. N. O w <br /> o e E 1_ O <br /> in NO. 3-REIN. BARS o h W , U <br /> -- IN EACH STEP \ o w __ <br /> LJ <br /> NO.3-REIN. BARS � <br /> ti <br /> �� @ 12"O.C. EA.WAY uJ oN. <br /> SLOPE EACH TREAD 1/4"PER FT. Q M N <br /> a2"SAND FILL WOOD FLOAT FINISH CONCRETE W/ cn <br /> 1/2"RADIUS AT TREAD NOSE <br /> MONUMENT SIGNAGE H / C SIGNAGE DETAIL RAILING DETAIL <br /> Y <br /> - -- cc �- <br /> 11 8 3 Q <br /> 1 / 2 " = 1 ,_0„ / 3 " = 1 ,_0„ 1 / 2 „ = 1 ,_0„ 2 <br /> #5 REBAR CTSK DRAWN BY: Author <br /> 8" ANCHOR (CAP W/ <br /> CONC.)TOOL TO CHECK: <br /> 6" 1" SMOOTH FIN. ■■■■■■■■■■■■■■■■ ■■■■■■■■ Checker <br /> ii s ■■■■■■MERE■■■ ■ ■■■1" RADIUS ■■ ■■��■■■■■■■■■■■■■■■■■■■ GRID FOR <br /> � LAYOUT ONLY\ \ ■■ ■■i■■■�i ■■■■■■■■■■�■■ NOT TO BE NOTES:PRECAST ■ ■■■ ice! ■■■■■■■■■■■■■■ PAINTEDCONC.WHEEL STOP ■■ikiiiiinimill <br /> ■�E■PI■■■■■■■■■■■■■■■■ PLOT DATE: �2a2o»1:o2:�eaM <br /> \ JOB NO:\ (.1" <br /> , .� .: •i' BONDING AGENT 5215 <br /> \ � _ :s ■■��■■�m 2'-0" BUMPER OVERHANG <br /> --- CLASS"B"ASPHALT r __, CURB- FLUSH W/r°o 00� Quo 6 uQ oro" o DooPAVING mfr aEDGE OF PAVEMENT - •=o � °0 0 oCJQp 0 b`0 o0f� E ;;_. <br /> . ,-' I, l� . ■■.■�■_ <br /> II ( ) I I I II , I { I iiiiiiiIlLi, I I , 1 I \ iiI rl Gomm <br /> �, <br /> GO j f <br /> I 4" PAINT STRIPING- _ III I I <br /> I I I ( IIIuIuIIIFI k WHITE (2 COATS) III - I �TIRASH ' <br /> ' IHIIIIIIIIIllUIPh1!!U!l TYPICAL I I I EONTAIRIFY S ES r v.y .: .;.: <br /> I <br /> III I �_ ■r�i !I�►1 _ <br /> ■.I■ ■■■■■■■■ S =J�""�"'_■ LAB N GRADE Jensen Fey <br /> �11 maim <br /> � � zo - III i W/THICKENED •'—' Architecture and Planning <br /> ■ �-■■■■!tea 7730 LEAKY WAY N E <br /> III IDGE REF :�.. <br /> ■■ �_ % i . , STRUCTURAL <br /> WHEEL STOP ■ REDMOND, 98052 <br /> ° -° ,.y L.4 .216.0320 N W FAX:425.216.0329 <br /> TE 25 D <br /> 1 1 / 2 " = 1 '-0" <br /> I <br /> 4'-0" ' r \ — I I1 W <br /> PARKING PAINT SYMBOL W/4"WHITE STRIPE 1:48 MAX. OR 2% _ (f) <br /> 8'-2" 5'-0" 8'-2" SLOPE IN ANY I. I I I III III III I III II III I I I III I I III I I <br /> 18' LIGHT MAST ' / / / DIRECTION TYP. @ <br /> DROPPED CURB & <br /> HANDICAP SYMBOL H . C . STALL RAMP AREAS. SECTION THRU TRASH ENCLOSURE c <br /> BASE COVER BY o W <br /> � MIN. / LIGHT MFR. 7 - --- -- - - _ _ ----__ _- - 5 -- _ -- -- - 2 - -- --- - --- -- <br /> / <br /> GROUT LEVELING 5'-0° 0 <br /> - � , CONC. <br /> — °.. NUT & WASHER PER \ \ ° e ,� , X W <br /> PLANTAR - - - ° MFR'S SPEC. LOCK SAFETY PADLOCK 8x8x16 CONC. BLOCK \ u v ' x C,) <br /> GRADCI c WALL W/ 2x8x16 CAP ° ° , <br /> 3-#3 TIES @TOP HASP (OR EQUAL @ BLOCK PNTD. INSTALL N ° r _ Li_ <br /> 04- L HS CHAIN-LINK GATES) BOND BM. W/ 2 #5 BARS I I >, 0 i <br /> \ , I ANCHOR BOLTS CONC. APRON WHERE @ TOP COURSE C.M.U. \ . _ �.o- `- a Q W <br /> 1 ,) I I''I - I I ,. III ,I FURNISHED & INSTALLED NOTED ON SITE PLAN — = I I C <br /> �� II II ° I PER MFR.'S SPECS. & VERTICAL #5 BARS `' a. I I x.. Z W <br /> - + t -' �I I II - \ g— HANDICAP SIGN GROUTED I N CORE @ <br /> I o — BUMPER OVERHANG WALL ENDS & CORNERS. 9 _ I I mama W <br /> _ I- 1 P.V.C. CONDUIT N\ r EXTEND VERT. BARS a4_ q tr a I Q <br /> -- '= STUB UP ABOVE TOP ° D j <br /> _ _ _ -�� OF CONC. PER MFR'S — -F 4" PAINT STRIPES INTO PERIMETER FTG. � a - <br /> W V J <br /> ACP SPECS SLOPE / •GRADE 1 1 III > I LlJ <br /> i 2% MAX. �� i I Q <br /> ° �I WELL COMPACTED SOIL o I `� _ ° _ <br /> a a _ OR UNDISTURBED EARTH ~�o.� x' °o-` I I �` Q <br /> AUGERED HOLE- CONC. 1 �uC= '' as f .__I = <br /> ' i ` �II''� 13' 4" <br /> a = POURED AGAINST EARTH ` ;ejl, a f I >, <br /> 04- +° „ SLOPE `l II° f> \". 4" Q <br /> -1 1 ° A 111 #3 TIES 12 O.C. > - - - - w - ° , <br /> 1 a @ \ 2% MAX. a jj� .' - ° n r X W (� W <br /> 8-#5 VERT. ,I, 8'-0" 5'-0" ',.__ lu PRESSURE TREATED : ° J o <br /> - - - - - / ,'' 4x6 PLATE W/ \" ° p`. I U <br /> ° ,„ a CONC BASE- A.B. @ 24" O.C. <br /> ° NATURAL GREY CONC. LAB W/ d. ` <br /> — <br /> 4 CONC S -Q I <br /> �; W/ LT. SANDBLAST a a, ° a <br /> FINISH & TOOLED - BROOM FIN. SLOPE \ a IriTh7 s <br /> TO GATE OPENING a <br /> SIDES - • - ' _ — <br /> � i va ,a%\ L J <br /> w <br /> ,.,. . .. <br /> II — PROVIDE SLEEVES N ° <br /> u FOR EA. CANE BOLT a= _ , a. . A,' . / . / Al 02 <br /> ' <br /> IN ASPHALT & ONE \ \ <br /> @ ENCLOSURE SLAB — <br /> SITE LITE POLE HANDICAP STALL ENCLOSURE 3 — D TRASH ENCLOSURE PLAN <br /> g 6 4 -71 <br /> 3 / 4„ = 1 '-0 „ 1 / 8„ = 11_0„ 3 /4" = 11_0„ 3 / 8" = 11_0„ <br />