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SP-2_Site Detailss l P i` a 14 i P4 M■y 0 0 ti O LICENSED ARCHITECT AR -958 J. CORNEL CARSON STATE OF IDAHO 3�2�18 �coo'> _ ZZ cyD 00 �o 0 c� WV 2 2 W 2 W _2 Z IL =)O M � W Ow O QQ ZZ »az 10022 W zo a Z ~QQ W U W d' IL IL 2 a REVISIONS DRAWN BY RSD DATE 2-28-18 SHEET NUMBER SP -2 LG Inl-pu NOTE: &EE 1?ETAIL 22 GA. COPING CAP 3 _p FOR ELEVATIONS - 3 -COIN STUCCO GLR. OVER CMU, TYP. I I� I-/111 _ - ---------------- - SIDE OF G,4TE POST EACH BACK PANEL SIDE PANEL SIDE PANEL 6" GONG 5LA5 ON ,F" OF COMPACTED 3/4" ROAI? MIX q ; ; ON COMfmACTED PIT RUN ON I I COMFACTED EARTH r_J L_l r_J L_l r_J r_J L---------------------------------------------- L -------------------------------------------j L-------i-----------------------------------j PRO\/IDE WELI? PLATE TOP ?SND BOTTOM IN CONCRETE NALL — GATE BEYOND FOR ,ANCHORING OF C7ATE SUPPORT. BOTH SIDES PROVIDE DIA. 2 1/2" X 2 I/2" X I/4" ANGLE FRAME GROSS BRACINGPRO\/IDE TYPICAL WITH 22 GA. B DECK WELDED TO FRAME ,6' Pl f�. PIPE BOLL?�RD �� (2) CANE BOLT SLEEVES PAINT TO MATCH CMU WITH WIND STOPS BOTH GATES TYPIOAL OF 3: SEE 4 SP -2 IN PAVEMENT TO SECURE 6ATES IN FULL— TOP AND BOTTOM OF EA. DOOR OPEN POSITION I TRASH ENCLOSURE DETAIL 4" DIA. TS POST WITH GAP PROVIDE CANE BOLT AT PAS W�(2))51,5IDBA 1211 - EACH GATE TYPICAL LONG - BOTH SIDES OF GATES DRILL HOLE IN I I I I PROVIDE DOWELS AT FOOTING CONCRETE FOR I I I I PER STRUCTURAL TYPICAL DETAILS MASONRY GAP -TAPERED CANE BOLT r J L l F L ILI L ----j I I --j I „ <1 L2,-O" X I'-0" FOOTING ELEVATION TRASH ENCLOSURE 1 3 -GOAT STUCCO OVER � 1 METAL LATH AT EXTERIOR OF TRASH ENCLOSURE H °I CMU WALL PROVIDE RADIUS TOP WITH GROUT - Iaa PROVIDE #4 VERTICAL AT e 4V" O.G. ANP AT CORNERS #4 HARIZONTAL BOND BEAM PROVIDE O' PIA. PIPE TOP, INTERMEDIATE, AND U&ING SCHEDULE 40 PIPE a AATOT PAINT ACCENT COLOR q I< AT CONCRETE LOCATION& WRAP a PIPE WITH 30# FELT 1 CONCRETE SLAB- PER PLAN 77 P . • .� 4 e .. �III—III—III—I ° III—III—III—I � I1 � a 0 PROVIDE 1'-2" #g REBAR WELDED _ _ =—_ _ III=1I I=1I I=II I ° — — — a TO BOTTOM OF PIPE I CONCRETE FOUNDATION —III—III—III—I IIII=1 I I—III—III—III 1 a I II—I IWALL W/ (2) #4 HORIZ. 1 I AT EASE AND (I) #4 AT IIITOP AND #4 VERT. AT 45" O.G. ALT. r < 1111 111=111 111=1 = I I VI 1 1-p II 4 II PIPE BOLLARD DETAIL 4 TRASH ENCLOSURE SECTION - I��II.11_pll s l P i` a 14 i P4 M■y 0 0 ti O LICENSED ARCHITECT AR -958 J. CORNEL CARSON STATE OF IDAHO 3�2�18 �coo'> _ ZZ cyD 00 �o 0 c� WV 2 2 W 2 W _2 Z IL =)O M � W Ow O QQ ZZ »az 10022 W zo a Z ~QQ W U W d' IL IL 2 a REVISIONS DRAWN BY RSD DATE 2-28-18 SHEET NUMBER SP -2