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4" H.S.S. COLUMN rn TYP. OF 4 i 6"x4" H.S.S. BEAM PAVEMENT DIMENSIONS TYP. OF 2 REFER TO THIS POINT PAVEMENT DIMENSIONSLO WIDTH VARIES REFER TO THIS POINT 18 GA. PAINTED METAL4" CONCRETE SLAB/BRUSH FINISH GATE (BOX RIB) TYP. W/ 6" X 6" 1.4W/1.4W W.W.M. FINISH GRADE o ON 95% COMPACTED GRANULAR FILL. 6" THICK PCC SLAB W/ 6" #4 BARS @ 16" O.C., E.W. �� PARKING LOT SURFACE 3" ry ON 6" GRAVEL BASE. �' AS SPECIFIED Q z Z PROVIDE 1" DIA.-6"LONG GALV. ° a ° o PIPE EMBEDED IN CONCRETE _ X x x _ Ld FOR CANEBOLT. `o a ° a� `° 00 � e � oa ° ° o BASE AS SPECIFIED m CONC. FOOTING ° o ° a° ° HOSE BIB O o o o 0 0 0 o o o STABILIZED SUBGRADE "D o �p p - - - - - - - - oo° 0 o- o ° �°,a Xaa AS SPECIFIED ° ° a Ld o 1��° � ,��/ STABILIZED SUBGRADE 6„ NOTE: �j�� AS SPECIFIED ALL CURBING TO BE SEE SITE PLAN 9-4 /��/� � THICKENED EDGE WALK NOT REQUIRED 3000 PSI 28 DAY �� CONCRETE N.T.S. � //� // WHERE WALK ABUTS STRUCTURE. 6" PROVIDE A 1/2" NON-EXTRUDING TRASH ENCLOSURE - PLAN EXPANSION JOINT AGAINST STRUCTURE AND EVERY 20' ALONG WALK. r m BRUSHED CONCRETE WALK 6" CONCRETE CURBw SCALE: 1"=1'-0" --(5 SCALE:1 =1 —0 2 Q 0 OfO z SPECIFICATIONS PAVEMENT DIMENSIONS REFER TO THIS POINT 2" A. LAM P PARKING LOT SURFACE 1'-4" 6" AS SPECIFIED 1000W METAL HALIDE (V It B. LUMINAIRE BASE AS SPECIFIED ° p U ONE PIECE NON—CORROSIVE METAL WITH BAKED—ON POWDER COATING. ° o N Z STABILIZED SUBGRADE COLOR: PLATINUM AS SPECIFIED o °° o o� ?J Uj LUMINAIRE SHALL HAVE OPTIONAL BACKLIGHT SHIELDS PROVIDED � w a Q LO � q TO CONTROL LIGHT SPILLAGE BEYOND PROPERTY LINES. NOTE: Ln Ln ALL CURBING TO BE w I-_ TRASH ENCLOSURE - ROOF PLAN C. POLES CONCRETE 3000 PSI28 DAY z 0 Q Ln — 24' POLES FOR 1000 WATT LUMINARIES w Q OI — 28'-0" OVERALL HIGHT WITH 18" DIA. ROUND OR SQUARE BASE. QLn — POLE,FIXTURE AND BASE AS AN ASSEMBLY SHALL MEET WIND z ~ O 1/2"DIA. X 8" BARREL BOLT LOCK (ONE GATE) LOADING REQUIREMENTS OF ALL LOCAL CODES AND ORDINANCES. „ Q w 1 1/2"X 1 1/2"X 3/16" METAL BY MANUFACTURER.MOUNTING ARDWARE AND BASE PLATE COVER TO BE SUPPLIED '-0" CONC. CURB & GUTTER 3 Q w � o ANGLE DIAGONAL BRACE — POLES TO BE GRAY (SIMILAR TO SHERWIN WILLIAMS #2103 "STONEWALK") CD N J a- 1" X 18 GA. METAL DECK 3"X 4"X 1/4" METAL ANGLE D. ILLUMINATION LEVELS _,--EDGE OF PAVEMENT / R=4'-3" FRAME 4 SIDES EA. GATE — BALANCE OF SITE: 6 FOOTCANDLE AVG. MAINTAINED A a 2 PAIR McKINNEY T4133781 — SIDEWALKS: 8 FOOTCANDLES AVG. _ d HINGES EA. GATE WELDED TO — ENTRANCES/EXITS: 8 FOOTCANDLES AVG. 00 a a GATE & POST — D/T MENU BOARD: 8 FOOTCANDLES AVG. ° GROUT SOLID W/ CONCRETE — TRASH ENCLOSURE: 8 FOOTCANDLES AVG. 24' 0')PERIMETER OF SITE: 2 FOOTCANDLES AVG. STD. 6" CURB ¢(0 DESIGNED UTILIZING A LIGHT LOSS FACTOR OF .72 STRIIPENTED TYPE 1 OR 9" BARRIER Q� } 8"X 8"X 16" — LIGHTING FIXTURE MANUFACTURER/SUPPLIER OR ARCHITECT/ENGINEER CURB U) C.M.U. WALL TO PROVIDE COMPUTER DESIGNED LAYOUTS. �, Q o ��EDGE OF PAVEMENT m CO ° e X #5 VERT. BAR E. ELECTRICAL REQUIREMENTS a a ° ° a >� ¢ a N O@ c a a nV/, 48 O.C. MULTI TAP (120v 208v) LOW TEMPERATURE START BALLAST.N ti N 2 r� O #5 HORIZ. BARS — POLE GROUND: � � Lu 0 @ TOP & MID HGT. :41/2" DIA. X 1 . PROVIDE A 5/8 x 8'-0" LONG COPPER CLAD DRIVEN CANE BOLT ONE GATE GROUND ROD WITH WIRE CLAMP ON BUILDING SIDE OF TYPE 2 o LO EACH POLE BASE. ti 5"X 5"X 1/4" T.S. 2. CAST A SINGLE #8 COPPER GROUND CONDUCTOR IN Z CONCRETE BASE. PROVIDE 5' OF SLACK AT EACH END. NOSE DOWN TO DRIVEWAY SURFACE J CO W/ 5"X 5"X 1/4" CAP PLATE 3. TIE LUMINAIRE GROUND AND POLE GROUND CONDUCTORS TO 0" EMBEDED 12" INTO FOOTINGR FINISH GRADE OR JAMB DETAIL GPOLE ROUNDROD. LUG AND POLE CONDUCTOR TO DRIVEN zw TO 6" CURB a z w ad d^ O °a O O r 20 GA. G.S.M. FASCIA. GALVANIZED CORRUGATED PROVIDE DECK AND FPROOFMETAL ASCIA FORDRANAGE BUIING AWNINGS GS (DARK BRONZEG - PAINT TO #40) TYPICAL ELEVATION #40) PAINT TO MATCH BUILDING TRIM COLOR STANDARD CURB NOSING 15 GALVANIZED CORRUGATED SCALE: 3/4"=1'-0" METAL PANELING - PAINT TO MATCH 6"x4" H.S.S. BEAM, SHOP PRIMERED, GALVANIZED CORRUGATEDEER * bj BUILDING AWNINGS (DARK BRONZE #40) PAINT TO MATCH CMU METAL PANELING - PAINT TO MATCH 3-5/8" METAL STUDS AT BUILDING AWNINGS (DARK BRONZE #40) 3-5/8" METAL STUDS AT 16" O.C. BETWEEN H.S.S. BEAMS o a a 18 GA. CLEANED, PRIMED & 4"x4" H.S.S. COLUMN, SHOP O.C. BETWEEN H.S.S. BEAMSMCID y PAINTED METAL GATE. (BOX RIB) PRIMERED, PAINT TO MATCH CMU w #5 HORIZ. BAR @TOP (TYP.) 1„ d o o P��a TIE TO #5 VERT. BARS � 8"X 8"X 16" SPLIT-FACE C.M.0 #5 BARS @ 32" O.C. CONT. THRU �SIDsm INTEGRATED COLOR TO WALL & INTO FTG. W/ 3" HOOK. 8" 1'-6" • MATCH BUILDING FIELD COLOR #5 BARS ° ' 20 GA. G.S.M. FASCIA. z ¢ VERTICAL PROVIDE 1/8" MIN. GAP BETWEEN ROOF _ 48" O.C. #4 HORIZ. BAR @ 24" O.C. 6"x4" H.S.S. BEAM, SHOP PRIME 3" PAINT TO MATCH CMU DECK AND FASCIA FOR DRAINAGE. 3-#4's CONTINUOUS �{ TIE TO #5 VERT. BAR (TYP.) PAINT TO MATCH BUILDING TRIM COLOR SIDEWALK CO 6" THK. P.C.C. SLAB ON 6" M N C° AGG. BASE W/ #4xCONT. 6" METAL STUD AT EA. E 3"TYP• - - PARKING LOT Q Z E.W. @ 4'-0 O.C. co iv SURFACE AS w SPECIFIED J PAVEMENT SURFACE zo 4"x4" H.S.S. COLUMN, S AS SPECIFIED PRIMERED PAINT TO MATCH CMU ° LL o o° C o° o END DETAIL Z_ r J BASE AS SPECIFIEDco ' d °° �° o 0 o O° o ° �° o w F _ w I M II STABILIZED UBGRADE n WALL FTG. BEYOND 12" N Z AS SPECIFIED \ Lu SECTION "A") IN a4w 2-#4's THRU WHEELSTOP mo (n 6" THK. P.C.C. PAD W/ 6x6"-1.41.4- (2) #5 BARS CONT. TOP & PAVEMENT (MIN 18" LONG) w 0 J W.W.F. ON 6" AGG. BASE & 12" WIDE & BOTTOM NOTE: FOOTINGS SHALL EXTEND 18" W FTG. AROUND PERIMETER OF SLAB 1'-4" MINIMUM BELOW ADJACENT V) z o Q FINISH GRADE/SURFACE OR w ¢o o 5"X 5"X 1/4" T.S. BELOW FROST DEPTHS 0 � N EMBEDED 12" LLOCAL CODES SEESOILSER PRECAST CONCRETE WHEELSTOP 0) m w ° p INTO FOOTING. ELEVATIONS SECTION „A„ REPORT FOR ANY ADDITIONAL SCALE: 1 =1 -0 13 1 O W DESIGN CRITERIA. �� '-, 0 ~ W a/ LD o F- N I— U WF--Ld Y -)w ( O O VJ OU O Q O N (n mo Of TRASH ENCLOSURE WI PERMANENT ROOF C 2 . 1