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Compactor Details.C4.2 LINE 7'-0° SDEWALIC F; CILITIES PLANNING, DESIGN &ENGINEERING tiEl PLASTIC NOTE: D1 F INTERIOR CONTROLS AND LNG OF Q■ CURB. 200 WILMOT ROAD AMIPNG (18'-0' S52.5' SPECIFIC DIMENSION NGS EXTERIOR W/P DISCONNECT : • TRANSITION CURB +Ir�l� Its Loce !_ ��=ERFIELD IL 60015 4616 — SWITCH I 52.5 552.39 a STEEL PIPE PROJECT TYPE � LENGTH) z' s' !o" � �r�� (TYP CAL) 5 `• - - - ---- --- - - - - ---- — -------- - - 3' 8 6M0T - - - - - ----- 3M0 3M0 °% DRAWINGS/SPECIFICATIONS - -- B Y 34' C" M �5 � � - -------- AI. 7 1 4' U„ �3, 0„ 5' 8„ E�ARD CLEAR ENTRY � WALKWAY ` � 3 SEE DETAIL I ALGR E i w IrSIDE - 5521' m LANDLORD'S CONSULTANT ------------------- 552.15'_ r J T T52.�41r -0-- 5 2.44 552.44' a 5 P o UNLESS NOTED OTHERWISE, BY; —+ + o - ) 6 3 TES 5 o J L © ALL CONSTRUCTION WORK 0,11 \2 GA - Ln 2 44' o, U0 o ❑ WALGREENS' CONTRACTOR 2' OALV STEEL LIB r i1� LANDLORD'S CONTRACTOR(TURNKEY CONSTRUCTION) MASONRY VEN I (SEE DETAIL S/C4,2 FOR - - TYP LINE POST DETAIL STORE BUILDING o. 1 GATES 11' 1' 2x4 PT VERTICAL LEDGER ANCHORED TO (� o - 55z15 I BOLLARD (TYP, SEE � 4'-4Yz" -8Yz" 4 4 �� ' MASONRY VENEER w/3/1600 TAPCON I DETAIL. 2/C4►1 1 1 (SEE DETAIL 5/C4�2) o . . . . . . . . . "I N L� CD NEW . NEW . . . . . . . . . . . MASONRY ANCHORS O 12" O.C. STAGGERED i -1„ � E N o Q `o: REMODELING . .❑ EXISTING . ❑ HORIZONTALLY (MIN 1 1/2" EMBEDMENT) LIrE OF F�OUI�ATION --J �Y 7RU NEW SHELL ONLY. ❑ B' GALV STEEL GATE POST -�_ � Q CK o �� - RELOCATION . . . . . ❑ BELOW SEE G/C4.2 FOR TYPICAL - OTHERS . . . .❑ GALE POST DETAIL) J - _" (2) 6'-3" GATES 552.15' FENCE ENCLOSURE - - — (SEE DETAIL 5/C4.2) 55215' \ 4'-4" 10'-3" 1" 8'-9" 5'-1" �' I I �-- G ---`--- ----- -- --- - - -2" I 1 V-6' x 4V-0" CLEAR FOR - — DETAIL @ FENCE CONNECTION TO BUILDINGr7% REFUSE TRUCK SAC" i 1 1/2"=1'-0" C4.2 / (D2 �Alj�o�LAN AT COMPACTORS 1/4 s = I POST FOOTING (TYP) NTERLOCK LINE OF POST FOOTING (TYP) SAFETY SWITCH -1' I CONCRETE LINE OF 14GA. METAL I CONCRETE LINE OF ;, � LINE OF i � DOOR WITH 12GA. I ENCLOSURE --- ENCLOSURE STEEL FRAME \�. 3) CEDAR 2x6 RAILS II" 12" CLEAR 12" CLEAR EVENLY SPACED VERTICALLY I I 1x6 DOG EARED CEDAR 6'-� = 6'-0 s ® PICKETS 2 MIN. CONC. A RON U MIN. CONC. APRON Q �C Q' w Q TRUCK 0 = I �' U U DRIVE—UP I o U �k I I I N w N Q NOTE: WALL 4 7/16- U J 6 OPENINGS SHALL BE TYP. I %.2 370X37' FOR A I12" CLEAR 36 DOOR. REFER 2" CLEAR TO DRAWING D1 FOR « DOOR SWING. NOTE. BOTTOM OF PICKETS INCLUDING -- _- GATES. TO BE 6' ABOVE CONCRETE PAD. > THRU—THE--WALL CARDBOARD COMPACTOR DETAIL COMPACTOR DETAIL FEED DOOR DIMENSIONS FENCE DETAIL 2 " " 3 1/4" = 1'-0" 1/2„ = 1'-0" 5 1/4" = 1'-0" REVISIONS 1/4 = 1 0 NO. DATE BY DESCRIPTION OC NST 1/2"i GALVANIZED THROUGH E —DOLT O 16" OC (MAX 12' COMPACTOR INSTALLER TO PAINT FROM EACH END) -- ------ I----- FLASH AND SEAL CHUTE — CHUTE AND HOPPER TO MATCH i TRACTOR COMPACTOR PAINT. ISHED SHT. MTL BY GENERAL CON -- -----.___—�- COUNTER FLASHING SET COMPACTOR CHUTE INM JOINT AND GROUT I (PITCH TO EXTERIOR) II II (3) CEDAR 2x6 RAILS (SEE �,�II FENCE DETAIL 5/C4.2). — /4 TREATED DECKING HAHsN ANCHOR 2x6 TO POSTS GATION CLOSURE—BY MANUFACT. w/(z) 3/8' GALVANIZED 'U" TYPICAL,. six LocATloNs DESIGN GROUP BOLTS O EACH POST NDUSTRIAL GRADE FIBERGLASS 1 " DIA. DROP ROD TO ARCHITECTURE - PLANNING REINFORCED PLASTIC ROOF PANEL _ ENGAGE INTO GROUND AT CLOSED WILLIAM J. FERRALDO,ARCHITECT 4 o I 1x6 DOG EARED CEDAR 2 X 10 CEDAR FASCIA AND OPEN POSITIONS (PROVIDE 1' DAVID P.COLEGROVE,ARCHITECT C 4.2 N PICKETS (SEE FENCE DETAIL ' PER SLOPE — �� ON EACH SIDE DIA. CAIN BOLT W/kEEPER MOUNTED 5/04,2) — TREATED BLOCKING ON ACTIVE LEAF OF GATE). 18so Erie Blvd. E. Syracuse, NY 13210 (p)315.476.9935 (�315.218.0030 z - = z S'-6' ABOVE GRADE 1�' DIA. OR 1%' r 2x6 TREATED ALV. METAL JOIST HANGER (TYP) GATE UPRIGHT o LEDGE /®' GALV "U" BOLT (,TYP) ORK CERTIFICATION AND SEAL U I 2 X 10 TREAT® BEAM ANDLE I HEREBY CERTIFY THAT THIS I CD _ X 6 TREATED RAFTERS O 2'-0' O.C. PLAN AND SPECIFICATION U U N TYPICAL TRASH TOTE ENCLOSURE ATE HINGE POST • I TCH BOLT WAS MY DIRE BY CT POSTS ME OR POSTS SHALL BE 2 GALVANIZED STEEL (ACCEPTS 180 INDUSTRIAL = LINE POSTS WITH 6' GALVANIZED GATE TYPICAL TRASH & TOTE ENCLOSURE POSTS SUPERVISION AND THAT I AM j HINGES. GALVANIZED I GUIDE ( ■ ARCHITECT OR ENGINEER I U o HINGE POSTS FILLED SOLID w/CONC. SHALL WITH 6B GALVANIZED G� HINGESEELINP E POSTS FlL1ED PADLOgC (MASTER HALCO f15607 OR A DULY REGISTERED z (SEE DETAIL 9/04.2) SOUD w/CONC. (SEE DETAIL 9/C4.2) REQUIRED) NTH GATES 4!-0- -� UNDER THE LAWS OF THE HAVE 2 HINGES. GATES STATE OF NEW PORK AS J \ ( ) SIGNIFIED BY MY HAND AND PAVING REINFORCED CONC. SLAB. (MAXIMUM PAD SLOPE I CARRIAGE BOLT GREATER THAN 4'-0' SEAL. a 1.66A MIN SLOPE 1 5Y4 SEE GRADING PLAN �c TO HAVE (3) HINGES. DETAIL 1/04.2 FOR ACTUAL SLAB ELEVATIONS) ----- — STORE #11335 1"0 X 6" ANCHOR BOLTS BY COMPACTOR 1 r COMPRESSIBLE FILLER 6' DIA. GALVANIZED PROJECT NAME . TE POST WAILGREENS , �_ INSTALLER w/ t MOVEABLE CAP FOR STEEL U 4. BACKER ROD & SEALANT ° 'MASTER HALCO' FILLED _ f . CONCRETE REINFORCED CONC. SLAB. (MAXIMUM ° ° �� �17202 U NORTHWAY PLAZA PAD SLOPE 1.66K MIN SLOPE 1.5K PROVIDE FOUNDATIONS ASSEMBLY OR EQUAL _—2' DIA. GALVANIZED TOWN OF Q U EEN S B U RY I SEE GRADING PLAN & DETAIL 1/C4.2 FOR LINE do GATE ° STEEL TUBE GATE FRAME I WARREN COUNTY, NEW YORK POSTS TO MATCH « 1/2' COMPRESSIBLE FILLER ---------------___ FOR ACTUAL SLAB ELEVATIONS) NOTE: SEE PLANS DRAWING TITLE 0 CONCRETE FOR CANOPY LENGTHS. w/REMOVEABLE CAP FOR FOUNDATIONS BACKER ROD do SEALANT INDUSTRIAL LATCH W/ COMPACTOR DETAILS SECTION AT COMPACTORS W/ DETAIL 2A/C4.1) ---_-- 0 TOTE ENCLOSURE SECTION INDUSTRIAL HINGE DETAIL D R 0 P R 0 D AND GATE HINGE 1 CADD PLOT: SCALE: AS NOTED DRAWING NO. YPICAL FENCE POST DETAIL 7 3/8" = 1'-0" PROVIDE FOUNDATIONS FOR LINE & GATE 8 1 2" = 1'-0" (MIN. LEVEL OF QUALITY) g NO SCALE (MIN. LEVEL OF QUALITY) C4.2'dValgre2ns I POSTS TO MATCH CONCRETE BOLLARD / ml G)11/2" = 1'_0" DRAWN BY: FOUNDATIONS (SEE DETAIL 2A/C4.1) 3 VOID PLOT: KC, RA, DC Apk - — C41z. DATE: 08/01/08 SUPERSEDES 01 PLAN DATED: REVIEWED BY: GS. �'�JF, DPC OF 28 DW i