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HomeMy WebLinkAboutSite Details V1APPROVED )r :: 0 r03/22 26'-6" RECYCLE FLUSH 5'-6" TRASH O 60 O O O O O O O O_ DUMPSTER DUMPSTER RECYCLE I I I I I I I I I H I I I I w `---------------- NOTE: `---------------- MANAGEMENT TO VERIFY 5 A1.5 TRASH ENCLOSURE REQUIREMENTS WITH DISPOSAL SERVICE. O ON , 1 ENLARGED TRASH ENCLOSURE PLAN - TRASH 1 SCALE: 1/4" = 1'-0" ACCESSIBLE PARKING SIGN CENTERED ON PARKING SPACE, MOUNTED ON POST, SEE CIVIL DRAWINGS CONCRETE CURB 4 INCH PAINTED STRIPES, TYPICAL INTERNATIONAL ACCESSIBILITY SYMBOL AT EACH SPACE, TO MEET CITY REQUIREMENTS 1.5% MAX. SLOPE ANY DIRECTION AT ACCESSIBLE PARKING SPACES Sc ACCESS AISLE i i FL I CC --------------- I i I I � I I = a Q I_"qqq� CONCRETE I SIDEWALK 1.5% MAX. SLOPE FLASH ANY DIRECTION AT ACCESSIBLE TURNING SPACES I I I & LANDINGS 1.5% MAX. SLOPE ANY DIRECTION AT ACCESSIBLE TURNING SPACES & LANDINGS N LANDSCAPE AREA STEEL PIPE BOLLARD, RE: 3/A1.5 @ 24" O.C. INTEGRAL COLOR CMU WALL CONCRETE CURB STEEL GATE POST AND GATE STEEL PIPE BOLLARD, RE: 1 3/A1.5 CONCRETE APRON, PER CIVIL PAINTED STRIPING, 24"x6O" I I ® 48" O.C. REAR LEFT ® RIGHT FRONT SH ,- TRASH 5'-6" O 10 O O O O O O O O I I o I I I DUMPSTER I I DUMPSTER I I I RECYCLE I I I I I I I I `------------------- I I I I NOTE: `------------------- I I MANAGEMENT TO VERIFY Al TRASH ENCLOSURE REQUIREMENTS WITH DISPOSAL SERVICE. s s O SH 12'-0" CLEAR 12'-0" CLEAR F z 0 U Z N Z � I LJi 12 I A1.5 I II I I II I I I Q ENLARGED TRASH ENCLOSURE PLAN - TRASH 3 V SCALE: 1/4" = 1'-0" 0 CONCRETE CURB CONCRETE SIDEWALK 1.5% MAX. SLOPE ANY DIRECTION AT ACCESSIBLE TURNING SPACES & LANDINGS LANDSCAPE AREA STEEL PIPE BOLLARD, RE: 3/A1.5 @ 24" O.C. INTEGRAL COLOR CMU WALL EDGE OF EASEMENT STEEL GATE POST AND GATE STEEL PIPE BOLLARD, RE: 3/A1.5 CONCRETE APRON, PER CIVIL PAINTED STRIPING, 24"X60" 48" O.C. 12 I II � II A1.5 2 ENLARGED TRASH ENCLOSURE PLAN - TRASH 2 SCALE: 1/4" = V-0" CONCRETE CURB 1.5% MAX. SLOPE ANY DIRECTION AT ACCESSIBLE TURNING SPACES & LANDINGS CONCRETE STEEL PIPE BOLLARD, RE: 3/A1.5 ® 24" O.C. INTEGRAL COLOR CMU WALL STEEL GATE POST AND GATE STEEL PIPE BOLLARD, RE: 3/A1.5 CONCRETE APRON, PER CIVIL REAR ® 4SCALE: ENLARGED TRASH ENCLOSURE PLAN - TRASH 4 LEFT RIGHT 1/4" = 1'-0" FRONT REAR LEFT ® RIGHT FRONT ASPHALT 1.5% MAX. SLOPE ANY DIRECTION AT ACCESSIBLE TURNING SPACES & LANDINGS LANDSCAPE AREA STEEL PIPE BOLLARD, RE: 3/A1.5 ® 24" O.C. INTEGRAL COLOR CMU WALL STEEL GATE POST AND GATE STEEL PIPE BOLLARD, RE: 3/A1.5 CONCRETE APRON, PER CIVIL PAINTED STRIPING PER CIVIL REAR LEFT ® RIGHT FRONT rJ6 PFtOQ(� 4QaD[�24 QNJDY "1NARCHR USONER 499 MAIN STREET (208) 3 4 3 - 2 9 3 1 BOISE, IDAHO 83702 TAOIDAHO.COM PROJECT VILLAGE APARTMENTS EAGLE ROAD MERIDIAN, IDAHO I SEAL C�.�D •ARcy/r� G "' • DAVIDJ. • '��' RUBY AR-2 This document is the property of THE ARCHITECTS OFFICE, PLLC and is not to be duplicated without written authorization. © THE ARCHITECTS OFFICE, PLLC FILE DATE FEBRUARY 1, 2022 FILE NO 16-206 A1.5 DRAWN DAVID DORY, AIA I REVISIONS I SHEET Al m TRASH ENCLOSURE PLANS c1(ERIDLAN - APPROVED ogre ovoarzz FIAKI, ate, ° a a ° a ° 00 0 00 o0 0 �o�� 1" DEEP TOOLED JOINT. CONCRETE SLAB. III-- COMPACTED GRAVEL BASE. COMPACTED SUBGRADE. SCORING AT 4'-0* O.C. MAX. 3/4" DEEP TOOLED JOINT. 1/2" PRE -MOLDED EXPANSION JOINT FILLER. Z �00001100oc c c CONCRETE SLAB. III I I I I I I I I I I I I - COMPACTED GRAVEL BASE. COMPACTED SUBGRADE. B EXPANSION JOINT AT 20'-0* O.C. MAX. 3/4" DEEP x 1/2" WIDE PRE -MOLDED JOINT. FILL JOINT W/ SEALER. CONT. KEY. o0 CONCRETE SLAB. COMPACTED GRAVEL BASE. COMPACTED SUBGRADE. CONTROL JOINT v NOTE: THESE DETAILS FOR BROOM FINISH CONCRETE. SPACE JOINTS EQUALLY. SEE SITE PLAN. 1 COND. SLAB CONTROL JOINTS SCALE. 1" = V-0" ACCESSIBLE 7'-0" v 5-0" 7'-0" PARKING SIGN a 1 a a a CENTERED ON _(Z) PARKING SPACE, x50 x0 xro MOUNTED ON POST, SEE CIVIL LANDING LANDING LANDING DRAWINGS SLOPE UP SLOPE UP a 1:14 1.5% MAX. SLOPE x6 a a 1:14 a x0 x0 ANY DIRECTION AT x�O x i� LANDINGS CONCRETE PEDESTRIAN RAMP CARPORT POST, TYP., �• (NO POSTS AT SIM.) INTERNATIONAL aD ACCESSIBILITY SYMBOL AT EACH SPACE, TO MEET CITY REQUIREMENTS 4 1.5% MAX. SLOPE 9'-0" 9'-0" ANY DIRECTION AT (g'- ' MIN.) (8'-0" MIN.) ACCESSIBLE PARKING SPACES & ACCESS AISLE 4 INCH PAINTED STRIPES, TYPICAL ENLARGED 6 ACCESSIBLE PARKING PLAN SCALE: 1/8" = V-0" 11 TYP. BIKE RACK PAD 0 0 SCALE:1/4" = V-0" BUILDING OR EDGE OF WALK AS OCCURS BIKE RACK PER LANDSCAPE DRAWINGS, L150 (BIKES N.I.C.) DASHED LINE INDICATES 30"x48" CLEAR FLOOR SPACE BESIDE RACK 1.5% MAX. SLOPE ANY DIRECTION AT ACCESSIBLE BIKE RACK SIDEWALK PER CML I � RESERVED LETTER SYMBOL & BACKGROUND COLORS PER STATE OF IDAHO 1" HIGH LETTERS, WORDING PER STATE OF w IDAHO REQUIREMENTS U LOWER a N EREAD: "VANACCESS ACCESSIBLE" vILi 92 (WHERE OCCURS) w J METAL SIGN FASTENED w u SECURELY TO POST -4.)" �' 0 2" DIA. DOME CAPPED a GALV. STEEL POST z CENTERED ON EACH ACCESSIBLE PARKING SPACE a II a a dl I' o II r Qa `� PER PLAN Ia CONCRETE FOOTING II °PI L_ja 4 7 HANDICAP SIGN DETAIL EM SCALE: 3/4" = V-0" 7'-0" 5'-0" 7'-0" CROWN TOP U.N.O. 6" DIA. x 6'-6" GALV. STEEL PIPE FILLED W/ CONCRETE, PAINT 12"0 CONCRETE FILLED HOLE 3 TYPICAL STEEL BOLLARD SCALE: 3/4" = V-0" LANDING LANDING LANDING = SLOPE UP 6 1:14 x Oa x SLOPE UP Oa 1:14 x xco 0 CONCRETE x PEDESTRIAN RAMP 1.5% MAX. SLOPE NOTE: THIS SPACE ANY DIRECTION AT IS DESIGNATED LANDINGS FOR A 'TYPE A' DWELLING UNIT CARPORT POD, 0 SIGNAGE IS c 4 INCH PAINTED STRIPES, TYPICAL 1.5% MAX. SLOPE-----� 9'-0" C 9'-0" ANY DIRECTION AT ACCESSIBLE (g'-0" MIN.) PARKING SPACES & ACCESS AISLE ENLARGED 7ACCESSIBLE PARKING PLAN SCALE: 1/8" = V-0" METAL TRIM CHANNELS AT TOP, SIDES, & BOTTOM WELDED STEEL GATE W/H.S.S. 2"x4"x1/4" FRAME, PAINT CMU WALL METAL HINGES AS REQUIRED. WELDED TO JAMB POST. TS 4x4x3/8" PREFINISHED METAL SIDING OVER STEEL FRAME. "PAC -CLAD" 7.2 PANEL W/COLOR TO MATCH FRAME FLUSH BOLTS, LATCH AND HANDLE BY CATE MANUFACTURER 12TYP. TRASH ENCLOSURE GATE SCALE:1/4" = V-0" `I SEE PLAN 1 a u7 PEDESTRIAN RAMP 1.5% MAX. SLOPE ANY DIRECTION AT LANDINGS CARPORT POST, TYR 4 INCH PAINTED STRIPES, TYPICAL 1.5% MAX. SLOPE ANY DIRECTION AT ACCESSIBLE PARKING SPACES & ACCESS AISLE CMU TRASH ENCLOSURE WALL, STACKED BOND COURSING 8 TRASH ENCLOSURE ELEVATION SCALE: 1/8" = V-0' LANDING 7'-0" 5'-0" 7'-0" LANDING 9'-0" LANDING z o i i� NOTE: THIS SPACE IS DESIGNATED FOR A 'TYPE A' DWELUNG UNIT SO SIGNAGE IS NOT REQUIRED 9'-0" (8'-0" MIN.) ENLARGED 4ACCESSIBLE PARKING PLAN SCALE: 1/8" = T-0" ACCESSIBLE Y —� PARKING SIGN CENTERED ON tpNDWG LANDING PARKING SPACE, P MOUNTED ON POST, SEE CIVIL 14 x x0 DRAWINGS 1.5% MAX. SLOPE 7' 0" 5-0- ANY DIRECTION AT LANDINGS CONCRETE PEDESTRIAN RAMP 7: 1:14 ACCESSIBILITY �% U` SYMBOL AT EACH SPACE, TO MEET CITY REQUIREMENTS Q 1.5% MAX. SLOPE 91 _0• ANY DIRECTION AT 9'-� 91-0. ACCESSIBLE PARKING SPACES & ACCESS AISLE 4 INCH PAINTED STRIPES, TYPICAL ENLARGED Q ACCESSIBLE PARKING PLAN V SCALE: 1/8" = V-0' 4" CMU CAP - COLOR: TBD FINISH: SMOOTH HORIZONTAL CONT BOND BEAM 0 4' O.C. REBAR (2) #5 CONT. FILL ALL CMU CELLS W/ GROUT CMU BLOCK - COLOR: GREY (600) FINISH: HONED #6 BAR 0 32" O.C. CENTERED IN WALL 6" CONCRETE SLAB 4" COMPACT GRAVEL SLOPE TOWARD GATE 2'-6" 8" CONCRETE WALL W/ #4 0 24" O.C. W/ STD. HOOK INTO FOOTING (ALTERNATE HOOK DIRECTION) FTC. 2' - 6" WIDE X 1' -0" DEEP W/ (3) #4 LONGITUDINAL CONTINUOUS 5 TRASH ENCLOSURE SECTION SCALE: 1/2" = V-0" ACCESSIBLE 7'-0" 5'-0" 7'-0" PARKING SIGN CENTERED ON a PARKING SPACE, �O xro x0 MOUNTED ON LANDING POST, SEE CIVIL LANDING LANDING DRAWINGS SLOPE UP SLOPE 1.5% MAX. SLOPE a 1:14 a a 1:1 1` ANY DIRECTION AT xro x0 x x0 LANDINGS CONCRETE V�17 PEDESTRIAN RAMP ACCESSIBILITY t/ SYMBOL AT EACH SPACE, TO MEET CITY ZZ REQUIREMENTS 1.5% MAX. SLOPE 9'-0" 9'-0" ANY DIRECTION AT (g'- ' MIN.) ACCESSIBLE PARKING SPACES & ACCESS AISLE 4 INCH PAINTED STRIPES, TYPICAL ENLARGED 1 n ACCESSIBLE PARKING PLAN V SCALE: 1/8" = V-0" LANDING z i� sr I I LC> ,1RQ 499 MAIN STREET (208) 3 4 3 - 2 9 3 1 BOISE, IDAHO 83702 TAOIDAHO.COM PROJECT VILLAGE APARTMENTS EAGLE ROAD MERIDIAN, IDAHO I SEAL o,.ARC/,, • DAVIDJ. RUBY AR-2 r ..• gTE.OF�o This document is the property of THE ARCHITECTS OFFICE, PLLC and is not to be duplicated without written authorization. © THE ARCHITECTS OFFICE, PLLC FILE DATE FEBRUARY 1, 2022 TILE'JO 16-206 A1.5 DRAWN DAVID RUBY, AIA I REVISIONS I SHEET Al m SITE DETAILS