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HomeMy WebLinkAbout11-Carmel IN-SA3-SA34'-0" 4'-0" 6'-0" 4'-0" 4'-0' "4 PIPE BOLLARD, YPICAL OF 4 WE MBED 2'-0" MIN. 1 LO TO CONIC. PIER SA3 — — — CC (TLL 4 ° � � a 20"SO. PIER OURED INTEGRAL W FTGa )(4) D #� VERTS & #4 IS BAD °° 0 12'o.<. MAX. T)bP. (4� 2 8 CU. YARD 8 CU. YARD ° aDUMPSTER DUMPSTER' F 7A CO 4S AB EINF. `9/ 10 1 2 a 6x6 / 2 9 V °W.W F. 6" DIA. EMBED GATE ° OVER MP .RILL SAND d ° d ° POST IN CONC. (PER ° A ° #J,SM00TH DOWELS & CAPS Mueller Gate 18" LONG 24" 0�INSTRUCTIONS) d � —ate —a 4" DIA. CONIC. FILLED 3 e 4 d e STL. PIPE BOLLARD REF. d ,a 2/SA1 - COORD. w/SITE PLAN 1.-4" 9' 4 a d a M0. °.. a 22' 0" ° ° 7'. C°ONC, El REIN . W/te a . L 1 12"X12" THICKENED ° 6x6. / W2 9xVV 9 WAV.F a a T EDGE OVER COMP FI L SAND I E °. d ° n a U PROVIDE 1• ROUND BY 3" DEEP HOLE IN CONCRETE B SLAB FOR (4) DROP BAR SA3 LOCATIONS (TYP.) OA TRASH ENCLOSURE PLAN 1/4" — 1.-0" CONC. WASH CAST-1 CONTINENTAL CAST STONE - #103 SMOOTH FACE 6"DIA. CONIC. FILLED STONE l #1003 NTINENTAL CAT STL PIPE BOLLARD PTO. SAFETY YELLOW CE -W/ ADJ. TIES AT 24" O.C. c WL\\��STONE— HORIZ. AND 16" O.C. VERT. 4" DIA. CONC. FILLED STL. PIPE BOLLARD PER. 2/SA1 - PTD. SAFETY YELLOW C SA3 4" DIA. CONIC. FILLED STL PIPE BOLLARD REF. 2/SAi m DUROLAST CANTI A CONT. BASE CLE APPROVED EQUA 4" 2 X12" HICKENED DGE A DUROLAST CANTED COPING W/ CONT. BASE CLEAT OR APPROVED EQUAL (BONE WHILli SEE SEAM DETAIL BELOW E T.O. MASONRY WALL ELEVATION = ION— CONT. BEAD CLEAR ACRYLIC CAULK TYP. AT PERIMETER - CONT. BOND. BEAM AT TOP w. (2) #5 REINF. BARS — 8" CMU W/ #5 VERTS 24"o.c. MAX IN GROUTED FULL CORES - PROVIDED MATCHING DWLS INTO FDN. AT INTERIOR TRASH ENCLOSURE WALL SURFACES PROVIDE A SEALER AND PAINT FLAT WHITE e DUROLAST eASE CLEAT e• - JUROLAST CANTED e• APPROVED WE CRE. •� , COLT BASE CLEAT e• PAINTEDAPPROVED EQUAL (BONE WHITE) WHITE) 3' TRASH ENCLOSURE GATES. TO MATCH STONE�. FILLED STL. = Ilui '` i L'J F 13'-4" © TRASH ENCLOSURE OTRASH ENCLOSURE 1/4" - 1.-0" 6" DIA. SCHEID ` STL CAIN BOLT ® I 4" ABOVE GRADE -J 40 GALV. STL. a III o 8 EA. GATE LEAF IJ POST EMBEDED L_ JI = a o 4" DIA. CON G FILLED STL PIPE J IN CONIC. -�U $m BOLLARD REF. 2/SA7 - PT1 LJ L - J SAFETY YELLOW (TYP.) L - J © TRASH ENCLOSURE 1/4" - 1'-0' DUROLAST CANTED COPING W/ CONT. BASE CLEAT OR EATHER RESISTANT, APPROVED EQUAL (BONE WHITE) iCKABLE IRRIGATION )NTROL BOX--------- 0 DIA. CONIC. LLED STL. ° 'E BOLLARD F. 2/SA1 D. SAFETY LLOW O TRASH ENCLOSURE 1/4" - V-Q,. --� Al 2X PRESSURE TREATED TOP PLATE (NOTE EDGE OF NAILER TO BE IN LINE WITH FACE OF FINISH BELOW) — CONT. FOAM ROPE W/ / CLEAR ACRYLIC CAULK OVER T 0 MASONRY WALL sE LOPE \/\ ELEVATION = 106 -8 )ti PRESSURE TREATED BLOCKING �WOOD X ANCHOR BOLT eel° p "ACRYLIC CAULK AT MAX.DIA. AT 24" O.C. MA91 e COUNTERSUNK INTO 2X NAILER L CONT. BEAD • ANCHOR BOLT FOR CLEAR WOOD BLOCKING RICK-1 INTERSTATE BRICK ACRYLIC CONT. BOND. BEAM AT TOP (MOUNTAIN RED) CAULK w. (2) #5 REINF. BARS 8" CMU W/ #5 VESTS 4 24"o.c. MAX IN GROUTED FULL T.O. STONE WAINSCOT 3 CORES - PROVIDED MATCHING EL. 104'-0 y OWL'S INTO FDN. X K _ \ JTOYP. INT `CAST-1 CONTINENTAL CAST ce REINF., EVERY STONE - #103 SMOOTH FACE % s OTHER COURSE STONE-1 CONTINENTAL CAST STONE - #103 SMOOTH FACE -W/ ADJ. TIES AT 24" O.C. HORIZ. AND 16" O.C. VERT. ALL CMU BELOW ALL CMU BELOW GRADE TO BE GRADE TO BEf�-_ GROUTED FULL GROUTED FULL 1/2" EXP. MATERIAL 2' t ADE 1/2" EXP. MATERIAL 0 GRADE 7" CONC. SLAB SH ENCLOSURE SLA T.O. TRASH ENCLOSURE y�x � _ ON C .S a s _x _x IN R CIVIE-C ° ROM =1-4 r °= 1=111 11 III -III TIIIIII�I II r co c. sLABIIIIIIIIIII )#se CONT. TOP & 1L i— BorT. N 1 " z a' a #5 OWL'S ® 2.-O..o.c. #4 TIES 0 12"o.c. MAX II z MAX 5'-0" LG. - EXTEND r°J— < 2 6" MIN INTO CMU ° z (4) #5 VERTS , °� e °° n #4 VERTICALS AT 2'-0" e a I ON CENTER ALT. SIDES L 13 LNE OF FY DN BEYOND ° a 1.-8.. L . NOTE: REFER TO STRUCTURAL - 3'-2" GENERAL NOTES & REINFORCED 3.°. RELEASED FOR CONSTRUCTION CONCRETE MASONRY NOTES ON SHEET S-0 OF THE BUILDING 1'-8" MIN, Subject iacompliance d[Daall regulations ENCLOSURE WALL CONSTRUCTION DOCUMENTS OTRASH ENCLOSURE WALL of State and [Deal Codes City of Camel (� A\al�U)lmne)(1a1�AL DATE:: 04/03/19 r� Y / U� Z FF a Z N = w 022 L LL Z Q U in o rn LU W LL WINTER ARCHITECTS 1024 EAST FIRST STREET WICHITA, KS. 67214 PH. 316-267-7142 PROJECT ARCHITECT PLAN & DETAILS DATE 2120/2019 21 2 /20 8 SHEET NO. SA3