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Towne Place Hotel 02-T-G4-120-Site Dtls Layout1 (1)0 w TRASH ENCLOSURE ELEVATION SCALE: 1/4" = V-0" ESTABLISHED GRADE 24" DIAM. CONC. BASE W/ 45 DEG CHAMFER w U Q 0- U) cr) z Y Q O_ Q SITE LIGHT POLE ------------ SCALE: 3/4" = V-0" REFERENCED FROM: 100 1� A EXTEND GRAVEL 4" BEYOND ENCLOSURE A.. CAPS GALV. METAL STRAP 1X6 2X4 GALV. IRON PIPE If SLEEVE IN 6"DIA. X CONC FOOTING AT 4'-0" OC AND 9" FROM ENDS AND CORNERS ELEVATION PLAN CONDENSER FENCE ELEVATION SCALE: 3/4" = V-0" c w d w N ' 4 LL �' •, G ; w ,' v I I I I I I I u L J 1x8 CEDAR CAP 1x6 WOOD TRIM 1x4 VERTICAL WOOD SLATS ON P.T. 2X4 HORIZONTAL WOOD FRAMING ATTACHED TO STEEL PIPE FRAME CONCRETE SLAB WTIH INTEGRAL CURB 1X6 WOOD TRIM i c 1/4" GAP BETWEEN CAP AND TOP OF POST 1X8 CEDAR CAP WITH EASED EDGES 1X6 WOOD TRIM 1X4 VERTICAL WOOD SLATS P.T. 2X6 NAILERS U-SHAPED BRACKET TO ATTACH NAILERS TO COLUMNS 3-1/2" DIAM. SCHEDULE 40 STEEL PIPE COLUMN 1x6 WOOD TRIM CONCRETE CURB INTEGRAL WITH SLAB WITH 1" CHAMFER AT CURB EDGES GRADE CONCRETE SLAB WITH INTEGRAL TURN -DOWN FOOTING TRASH ENCLOSURE SECTION SCALE: 3/4" = V-0" o 60 e TRASH ENCLOSURE GATE OPEN SCALE: 1/4" = V-0" J Q cu w J Q a w Q cu w o , N J Q M a w J Q cu w cr w 1 x6 WOOD CAP 1x6 WOOD TRIM 1x4 VERTICAL WOOD SLATS ON P.T. 2X4 HORIZONTAL WOOD FRAMING ATTACHED TO STEEL PIPE FRAME BOLLARD NOT SHOWN FOR CLARITY 1X6 WOOD TRIM PIVOTING GATE LATCHES FABRICATED FROM 1/2" DIAM. GALV. STEEL RODS PROVIDE 3/4" DIAM. 4" DEEP SLEEVES IN CONCRETE PAVEMENT FOR LATCHES VERIFY POST & FOUNDATION WITH STRUCTURAL ENGINEER 12'-8" 12� EQUAL EQUAL EQUAL 1'4" BOLLARD GATE J Q 0 3-1/2"0 SCHEDULE 40 ui STEEL PIPE (TYP) O ° CO ° 6" THICK CONC. SLAB S WITH 10-10 W.W.F. BOLLARD O 0„ `o SLOPE 1/8" PER FOOT M CONCRETE CURB w FREEZE -RESISTANT HOSE BIB �I 3 120 O TRASH ENCLOSURE PLAN SCALE: 1/4" = V-0" REFERENCED FROM: 100 6" THICK CONC. APRON WI 10-10 W.W.F. ""TE 3/4" SLEEVES TO 4" DEEP (TYP) 4 120 12' - 0" MIN. (NTS) CONC. WASH 5' - 0" (SMOOTH DOME TYPE) ASPHALT PAVING AND SUB -BASE SLOPE TO CURB • 1' - 0" 6" 1/8" PER FOOT J :,• 'e a .r . t ~*. _W_ W_� mll-m- 8" DIA. SCHEDULE 40 L I L I"- 1 III=III=III=11u STEEL PIPE FILLED WITH �l CONCRETE - PAINT 11HE _IIE111=11 , -w=LU= _ = 1/2" PRE FORMED "BROOM FINISHED" EXPANSION JOINT WITH CONC. WALK SELF -LEVELING SEALER CONC. CURB/GUTTER , CONCRETE SLAB • � (TYPICAL) SIDEWALK CURB DETAIL SCALE: 1/2" = V-0" -III-I I El I E1 ' ,� III III III I I I —III —III , _ • V 1=1 1I— I I I=III=1 ; 18 DIA. X 3'-0" DEEP �=III=III • 1=III=III= CONC. PIER •III=III=1 t 4 ' `"• '� •'•t. • I I1=1I1=1 I���III���III� ;' {. I1lIIII���III BOLLARD DETAIL SCALE: 3/4" = V-0" i z U`Y\ Ld o } Ld z U) U U w Q w Q C/) 07 w J O a oL�j N N a W a� U) co 0 L L � t � Q U U Q m m 00 H Z Y O' C G U W I— M U) W QcnQ 0. W >- W Z �: Z O U J Q 3: J � O � W cn = u— W cn J Lu Lu �J PRINT DATE: 10/24/2019 3:15:45 PM SHEET NO. A101