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0 <br /> N <br /> H <br /> ° 8"x8"x16"SPLIT FACE <br /> CONC.BLOCK-SOLID 8"x8"x16"SPLIT FACE CONIC. TRASH ENCLOSURE GENERAL NOTES <br /> O GROUT ALL CELLS BLOCK-SOLID GROUT ALL <br /> U w/REINFORCING CELLS w/REINFORCING <br /> BOLT WELDED @48"TOP BOLT WELDED @ 48"TOP 1. PROVIDE LOCKING MECHANISM ON MAIN DOORS AND <br /> ABOVE TOP OF SLAB ABOVE TOP OF SLAB <br /> PEDESTRIAN DOOR <br /> 4"x6"x1/4"THICK GALV.STEEL <br /> HSS 4"x6"x1/4"GATE POST GATE POST w/CONC.FILL <br /> o w/CONC.FILL EMBED 3'-0" HSS 6"x8"x1/4"GATE POST EMBED 3'-0"INTO CONC.FTG. 2. PROVIDE SITE LIGHTING AT TRASH ENCLOSURE. <br /> d INTO CONC.FTG.w/5/8" w/CONC.FILL EMBED 3'-0" w/5/8"DIA.x 6"ANCHOR MIN. 1 FOOT CANDLE. <br /> DIA.x 6"ANCHOR INTO CONC.FTG.w/5/8" <br /> L DIA.x 6"ANCHOR 2 PAIRS HEAVY DUTY <br /> a 2 PAIRS HEAVY DUTY 2 PAIRS HEAVY DUTY GATE HINGES WELDED 3. GATE TO BE BUILT WITH 1-1/2" SQUARE STEEL TUBING <br /> v GATE HINGES WELDED ° a a TO POST <br /> TO POST GATE HINGES WELDED WITH ALL JOINTS FULLY WELDED TOGETHER AND 1 <br /> ° a TO POST CROSS MEMBER PER GATE. FRAME TO BE PRIMED <br /> ° AND PAINTED BLACK IN COLOR. <br /> L � 1/s.. 4. ALL CONCRETE TO BE MIN. 3000 PSI IN 28 DAYS. BAR <br /> JASON D <br /> 1/8" L2"x2"x1/4" REINFORCING SHALL CONFORM TO ASTM. A615 <br /> L2"x2"x1/4"STEEL FRAME STEEL FRAME L2"x2"x1/4"STEEL FRAME GRADE 60 DEFORMED REINFORCING STEEL, EXCEPT <br /> 2"x1/8"METAL 2"x1/s"METAL SUPPORT STRAP STIRRUPS AND TIES SHALL CONFORM WITH CRSI <br /> c 2"x1/8"METAL SUPPORT STRAP GNICH <br /> c� SUPPORT STRAP SUPPLEMENTARY REQUIREMENTS FOR IMPROVED ARCHITECT <br /> BENDABILITY. <br /> 1 1 TRASH ENCLOSURE JAMB DETAIL ri0 TRASH ENCLOSURE JAMB DETAIL 9 TRASH ENCLOSURE JAMB DETAIL <br /> a SCALE: 1-1/2" = 1'-0" SCALE: 1-1/2" = l'-0" SCALE: 1-1/2" = 1'-0" <br /> CONCRETE CAP 9 SE 3RD AVE, SUITE 110 <br /> PORTLAND, OR 97214 <br /> V. 503.552.9079 <br /> F. 503.241.7055 <br /> WWW.GNICHARCH.COM <br /> L <br /> 0 6"DIAMETER <br /> I (2)#4 CONTINUOUS BARS STD.GALV. <br /> 3 •1• STEEL PIPE <br /> — I I O CONTINUOUS BARS #4 BAR @ 16"O.C. <br /> v 2 #4 CONTI FILLED w/ <br /> c #4 BAR @ 16"O.C. CONCRETE <br /> �� I I I (VERTICAL) o <br /> E (VERTICAL) 8"x8"x16"SPLIT FACE <br /> 8"x8"x16"SPLIT FACE <br /> o CONC.BLOCK-SOLID GROUT ALL CELL OLID J �11 ' <br /> GROUT ALL CELLS SLOPED 04.30.2019 <br /> J #5 STD HK @ 32"O.C. Q N <br /> #5 STD HK @ 32"O.C. Q CONCRETE = FtSN WAL.DA'M <br /> ow/ x AMOFER.CURB <br /> O BASE <br /> 6"H x 6"W CONC.CURB O PAINTED ~ , ° <br /> o w/21'CHAMFERS <br /> C I I I CO � • a � a <br /> � STEEL DOOR 1 GROUT SOLID BELOW � a � ° ° a a ° <br /> o O GRADE,TYP. <br /> GRAODE,TYP SOLID BELOW HSS 4"x6"xya" ������ <br /> GATE POST SLOPE 1/4' PER FOOT ° a e <br /> CONC.CURB PER CIVIL - al° °Q o <br /> y CONC.CURB PER CIVIL FINISH I• p l a <br /> FINISH GRADE N J al <br /> .I FINISH GRADE GRADE a• <br /> • ' <br /> 4] _4--��•— <br /> a - -�'�1 - ------ °— —1 - - - --- —p= •-- - - ---��a - - � ---- - ---�as- - - • CONCRETE FOOTER d o <br /> a <br /> a - - ------ - <br /> QST + � —�• <br /> �L 4"3000 PSI CONC.SLAB w/W.W.F.#4 @ 18" A —Li--j <br /> •s .•1 <br /> O.C.EACH WAY OVER COMPACTED FILL <br /> a a e•r 4"3000 PSI CONC.SLAB w/W.W.F.#4 @ 18" �•• �� e L , • °j• e r � e <br /> v l I <br /> 4 • O.C.EACH WAY OVER COMPACTED FILL +� _ - <br /> #4 DWL w/STD HK @ 12"O.C. <br /> o I 'r Cfl P r STEEL POST EMBED • 1 p ^ ° a G <br /> ^_' #4 DWL w/STD HK @ 12"O.C. •1, _ ,I 3'-0"IN CONCRETE (2)#4 CONT.@ 12"O.C. <br /> JI a. ♦ . 1 In 1 I . N <br /> I•• (2)#4 CONT.@ 12"O.C. N y.1 a •1 .I #4 CONTINUOUS <br /> a ° BARS @ 12"O.C. e j r • D <br /> e 1 #4 CONTINUOUS a'• n <br /> t d• BARS @ 12" e <br /> O.C. .. Ji• •• Q • II.1 •• 11 •, ----J'�-- t--- �J LLLIII��� LLLJJI LLLIII D O <br /> '----------.I..---- --!�•-••-''�••--r T •�,• -J•L a . 31_011 <br /> 0 <br /> v <br /> 3'-01. <br /> g TRASH ENCLOSURE SECTION 7 TRASH ENCLOSURE SECTION <br /> 6 BOLLARD DETAIL <br /> t <br /> U <br /> i <br /> a SCALE: 1/2" = l'-0" SCALE: 1/2" = 1'-0" SCALE: 3/4" = 1'-0" <br /> r <br /> U <br /> C <br /> C9 <br /> D <br /> 0 <br /> 4 10 <br /> A8.2 <br /> 1.2_1 <br /> 0 CONC.CURB <br /> CIVIL D AWINGSR O O <br /> a (� ('7 <br /> a 18'-0" <br /> r N <br /> y 00000000 0000000000000 O <br /> ` 00000000 000000000000 (D � <br /> } <br /> U Lo <br /> 000000000000000000000 0 <br /> CD � <br /> o <br /> _ N <br /> 0 4"THICK,3000 P.S.I. <br /> P CONCRETE SLAB WITH 6 x ()o �O <br /> • J 12 0/1 STL. MESH OVER 6 � CV <br /> MIL POLY VAPOR BARRIER z <br /> � CONC.CURB 0 .6..STEP HSS 4x6 x1/4 GATE POST J <br /> - DUMPSTER BYPER CIVIL Q <br /> 2 <br /> W/CONC. FILL EMBED 6"H x 6"W CONC. O Q) N O J <br /> 3'0"INTO CONC. FTG. GARBAGE SERVICE CURB,TYP. DRAWINGS'8"x 5'2" w/5/8"DIA.x 6"ANCHOR PROVIDER 4- N Q <br /> PEDESTRIAN L� U <br /> ACCESS DOOR o i <br /> -------------------------------------- ------- -------------------------------------- U E Q °' O <br /> - ------- U o <br /> 5 TRASH ENCLOSURE SIDE ELEVATION 4 TRASH ENCLOSURE REAR ELEVATION <br /> -' Fir-------------------------------------------Tr1 hr-------------------------------------------ori � m <br /> SCALE: 1/2" = -0" SCALE: 1/2"— -0" IIII L_II__II__II _II__II__II__II__II_II__II__II__II__II__II _II__II__II__II__II__II _II__II__II__II JIL1III lI r 1I JII L___________________________________________JL1lI <br /> 1I O5 ` <br /> 2 <br /> LL4— <br /> 4- <br /> 0 <br /> O I A8.2 �L co V) <br /> O OU co 4"x6"x1/4"GATE POST HSS 6"x8"x1/4"GATE POST HSS 4"x6"x1/4"GATE POST I i CORRUGATED N <br /> HSS PER HSS PER w/CONC. FILL EMBED w/CONC. FILL EMBED CORRUGATED w/CONC.FILL EMBED I I I ' O Q L O L <br /> GALVANIZED I I w I I ' n <br /> STRUCTURAL STRUCTURAL 3'0"INTO CONC. FTG. 3'0"INTO CONC. FTG. GALVANIZED 3'0"INTO CONC. FTG. �:� <br /> ,�/� O V <br /> METAL 18 GA. •' I I _ I ' •a Ln �� <br /> w/5/8"DIA.x 6"ANCHOR w/5/8"DIA.x 6"ANCHOR METAL 18 GA. w/5/8"DIA.x 6"ANCHOR <br /> 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 <br /> w <br /> J <br /> IL <br /> II II i i i li i i i li i i i i li i i i li i i i II i i <br /> �i ( I I I I I I I I I I I I I I I I I I I I I I I I <br /> J I ' <br /> A8.2 I I I I CITY SUBMITTAL SET <br /> 8"XV"X16"SPLIT 1-1--1--1----1-1--1----1----1 ---1--1--1--1---1--1--1----1---1-�L1 J L1 I <br /> -� JJ-I - <br /> 09. 1 2. 1 8 <br /> FACE CONC. <br /> BLOCK- <br /> ���� SOLID GROUT <br /> ALL CELLS HSS 4"x6"x1/4"GATE POST HSS 6"x8"x1/4"GATE POST HSS 4"x6"x1/4"GATE POST <br /> � w/CONC.FILL EMBED w/CONC. FILL EMBED w/CONC.FILL EMBED <br /> 3'-0"INTO CONC. FTG. 3'-0"INTO CONC FTG 3'-0"INTO CFTG <br /> w/5/8"DIA.x 6"ANCHOR w/5/8"DIA.x 6"ANCHOR �—� w/5/8"DIA.x 6""ANCHOR ' <br /> � ( 1 ( ,• • •.• 1 REV: DATE: DESCRIPTION: <br /> PIPE BOLLARD. —— <br /> J J 0 0 <br /> o <br /> SEE 9/A8.2 <br /> 11 PROVIDE METAL <br /> Wl I I I] CONCRETE A8.2 SLEEVES IN CONC. I O <br /> CURB PER APRON FOR GATE <br /> CIVIL DWGS. 6"CONCRETE FILLED CANE ANCHORS,TYP. <br /> A8.2 <br /> PAINTED METAL <br /> BOLLARD,TYP. SHEET NAME: <br /> 11 11 11 11 I I I I II 1 I I I I I I <br /> (2)3'-10"x 5'-8" PAINTED <br /> - -- 1 1 1 � L PAINTED 10"x 5'-8" <br /> I I 1 1 1 1 1 1 I I STEEL DOORS <br /> 3/4"PIPE SET INTO 112"DIA. p OORS STEEL TRASH ENCLOSURE <br /> HSS POST EMBED IN HSS POST EMBED IN PROVIDE METAL SLEEVES <br /> 12"SQ.x 12"DEEP CANE BOLT Lu IN CONC.APRON FOR 0 0 0 <br /> CONCRETE CONCRETE m <br /> CONC. FOOTING LATCH RODS DETAILS <br /> :EGATE CANE ANCHORS,TYP. <br /> I I I I I I I I I I LJJ <br /> 1 <br /> fi - T rt T T O <br /> i <br /> co ^ <br /> I I I I I I I I I I I I I I <br /> I I I I I I I I I I <br /> I NK <br /> L SHEETNUMBER: <br /> r3 ' TRASH ENCLOSURE SIDE ELEVATION 2 TRASH ENCLOSURE FRONT ELEVATION TRASH ENCLOSURE PLAN A8 . 2 <br /> SCALE: 1/2" = 1'-0" SCALE: 1/2"= 1'-0" SCALE: 1/2" = 1'-0" <br /> COPYRIGHT 2018 <br />