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ASPHALTIC <br />EXPANSION JOINT <br />CONCRETE CURB <br />6" DIA. BOLLARD <br />W/COVER (TYP.) <br />►• ° • e: . <br />A. <br />D• <br />e . n <br />6�. <br />ASPHALTIC • <br />EXPANSION <br />JOINT <br />CONCRETE <br />CURB <br />ICE BOX UNIT <br />. •a• D <br />4 a e <br />D .. <br />P • A. <br />a <br />.A <br />, a. <br />d� D <br />4 <br />.4 <br />D <br />b <br />DA <br />7'—O" <br />it. d. e <br />II • <br />aD <br />. :e ae • <br />• <br />. . . <br />Da <br />a •e • <br />N) <br />• . • • ' • <br />D • • <br />A <br />d <br />e <br />•a <br />TOP VIEW <br />5'—O" <br />a A • <br />. <br />•a <br />° •e <br />.► <br />• <br />D e <br />• •d• <br />• <br />• <br />a a <br />e• • <br />" 4. . . e • d . .p . . <br />D• <br />• D . <br />d <br />TOP VIEW <br />A <br />d • <br />• •D • <br />d• <br />O <br />0 <br />PROPANE CAGE <br />6" DIA. BOLLARD <br />---NNNI,,_ <br />W/COVER (TYP.) <br />ASPHALTIC <br />EXPANSION JOINT <br />CONCRETE CURB <br />#4 SMOOTH DOWEL 0 24" O.C. 12" <br />LONG. SHORTEN OR ELIMINATE <br />DOWEL IF CONFLICTING WITH <br />BOLLARD(S). <br />NOTE SLOPE PAD FOR POSITIVE DRAINAGE (0.5% MIN.) <br />PROPANE MOUNTING SLAB <br />DETAIL N.T.S. <br />,,—ELECTRICAL JUNCTION <br />BOX <br />4" TH. CONCRETE SLAB <br />ASPHALTIC EXPANSION <br />JOINT <br />CONCRETE CURB <br />#4 SMOOTH DOWEL <br />0 24" O.C. 12" LONG. <br />NOTE: <br />1. SLOPE PAD FOR POSITIVE DRAINAGE (0.5% MIN.) <br />2. SEE SITE PLAN FOR NUMBER OF ICE UNITS. <br />ICE BOX MOUNTING SLAB DETAIL <br />N.T.S. <br />4" <br />I <br />I - <br />I I=1 ° III: <br />III � D � I <br />PROPANE CAGE <br />io <br />M <br />j21UI <br />II' <br />b. n• <br />ELEVATION <br />ICE BOX UNIT <br />CONCRETE SLAB <br />• <br />II-jIHII �' rll -I <br />III11�I11,;,111; <br />12 <br />I SECTION <br />"A" <br />"B" <br />SECTION <br />"A" <br />"B" <br />. l'• • 4 - <br />REINFORCEMENT SCHEDULE, WALLS <br />WIDTH ("W) HOR. VERT. <br />4' 4ss 0 9" 4 s 0 10" <br />BETWEEN 4' & 7' s 0 9" s 0 10" <br />GREATER THAN 7' is 0 4 1/2"s10"4' s 0 6"s 010"BETWEEN 4' &7' s 0 6" s 010" <br />TABLE OF "T" & "N" <br />WIDTH ("W") <br />BETWEEN 4' & 7' <br />GREATER THAN 7' <br />BETWEEN 4f& 7' <br />DIMENSIONS <br />I "N" <br />6" + PIPE THICKNESS 8" 6" <br />6" + PIPE THICKNESS 8" 8" <br />6" + PIPE THICKNESS 8" 8" <br />6" + PIPE THICKNESS I 10" 8" <br />REINFORCEMENT SCHEDULE, TOP <br />DIMENSIONS <br />W1 = 7' OR LESS <br />W2 = 7' OR LESS <br />W1 = 7' OR LESS <br />W2 = 7' OR GREATER <br />W1 = 7' OR GREATER <br />W2 = 7' OR GREATER <br />,— 4"x4" WEATHER —TIGHT <br />JUNCTION BOX <br />�LII III III III III 111 <br />III -III III -III -I � III <br />I -III- III -III -III-III I I <br />21P <br />—6x6—W2.9 x W2.9 W.W.M. <br />ELEVATION <br />SEAL —OFF <br />12" <br />STEEL <br />#4's 0 8" E.W. <br />#4's 0 8" E.W. <br />#4's 0 8" E.W. <br />#4'S 0 6" E.W. <br />#4s 0 6- E.W. <br />#4's 0 6" E.W. <br />SPECIAL PATTERN <br />DIAGONAL 0 COVER <br />DIAGONAL 0 COVER <br />DIAGONAL 0 COVER <br />DIAGONAL 0 COVER <br />DIAGONAL 0 COVER <br />DIAGONAL 0 COVER <br />I REINFORCEMENT SCHEDULE, BASE <br />SECTION <br />"A" <br />"B" <br />PIPE <br />SIZE <br />SINGLE <br />24" <br />30" <br />36" <br />42" <br />#4's 0 6" E.W. <br />#6's 0 6" E.W. <br />TABLE OF 'W DIMENSIONS <br />SKEW OF CROSS DRAIN <br />STRAIGHT I 30' I 45' <br />4'-0" 4'-0" 4'-1O" <br />4'-0" 4'-7" 5-8" <br />4'-0" 5'-3" 6'-5" <br />5'-3" 5'-11" 7'- <br />48" 5'-10" 6'-7" I 8'-0" <br />60" 7-0" 7-10' I 9'-8" <br />DOUBLE FOR "A" SECTION ONLY <br />24" 7'-0" 7'-10" 9'-5" <br />30" 8'-2" 9'-2" 11'-0" <br />36" 9'-4" 10'-6" 12'-6" <br />42" 10'-6" 11'-10" 14'-2" <br />48" 11'-8" I13'-2" 15'-10" <br />GENERAL NOTES: <br />1. ALL EXPOSED CORNERS TO HAVE 3/4" CHAMFER <br />2. ALL #4 & #5 REINFORCING BARS TO HAVE 1-1/2" COVER, LARGER SIZES TO <br />HAVE 2" COVER. <br />3. SEE GRADING AND DRAINAGE PLAN FOR PIPE SIZES, LOCATIONS, AND FLOW <br />ONES. <br />4. PIPES SHALL CONNECT TO THE ENDS OR SIDES OF THE INLET. CONNECTION <br />SHALL NOT BE MADE AT CORNERS OF INLET. <br />5. ALL REINFORCING BARS TO BE GRADE 60. <br />4 <br />4,-0" <br />3'-8" <br />ASPHALTIC <br />EXPANSION JOINT <br />4 <br />TRASH <br />CAN <br />AREA <br />4. <br />AIR <br />d• <br />aa- <br />4 <br />• <br />d <br />4 0 <br />4 • a <br />JUNCTION <br />BOX <br />�—CONCRETE SLAB <br />VAC HOSE HANGER BRACKET <br />CONCRETE CURB <br />VACUUM <br />AIR <br />ASPHALTIC <br />EXPANSION JOINT <br />CONCRETE CURB <br />El I Iffil 1 1 1111 I I= <br />#4 SMOOTH DOWEL <br />0 24" O.C. 12" LONG. <br />NOTE: SLOPE PAD FOR POSITIVE DRAINAGE (0.5% MIN.) <br />AIR/VAC MOUNTING SLAB DET <br />N.T.S. <br />AIR/VAC UNIT <br />AIR/VAC UNIT CONC. BASE <br />BY MANUFACTURER <br />4"x4" WEATHER —TIGHT <br />JUNCTION BOX <br />SEAL —OFF <br />6x6—W2.9 x <br />W2.9 W.W.M. <br />CONCRETE SLAB <br />SHEET NO. <br />ILO <br />‘11-6 <br />CD <br />0 <br />I v 0 <br />1 0 Cl)'A61 <br />Q <br />2 m V <br />c4 <br />1<1 <br />LU W � <br />4�3 <br />tckri <br />tr) <br />Lu <br />I � <br />I � <br />I Z <br />I X <br />I 0 <br />U <br />Z <br />Q <br />N <br />0 <br />>8ft <br />Et. EL <br />� � Q <br />gco <br />J <br />0 <br />M <br />1— r <br />uJ <br />W ce <br />♦A♦A w <br />V� <br />Z O <br />0< <br />Q <br />Wet. 00 <br />O -� <br />N W <br />