SW6220902_Plansheet - Misc. Detail_20221102 (7)

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mSEE STD. NO. 840.03 0 mEXPANSION JOINTS0
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0 TI � Y 111 Y USE #4 BAR DOWELS AT 12" CENTERS. LL J 0 = V 0 -n ,-p 6„ 6„ LL J 0 = V solutions
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0 8" 8" x OF SECTION 840 OF THE STANDARD SPECIFICATIONS. _ W 0W�oo�� _ W
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Z +n VARIES E J M G) MINIMUM DIMENSIONS AND QUANTITIES FOR BRICKCATCH BASIN (BASED ON MIN. HEIGHT, H, WITH NO RISER)* J M
-n J I- J 0 LY -n DIMENSIONS OF BOX AND PIPE TOP SLAB CU. YDS. CONC. IN BOX BRICK MASNARY DEDUCTIONS �, LY
0 - - - - _ _ - - - - B Z O PIPE SPAN WIDTH WIDTH SPAN MIN. HEIGHT DIMENSIONS BARS-U BARS-V BARS-W TOTAL TOP BOTTOM TOTAL eRicKMSNR. DRicxnNO ONE PIPE Z
j M = = - - M W D A B C G H E F NO. LENGTH NO. LENGTH NO. LENGTH LBS. SLAB SLAB CONC. �N wA��s CONCRETE C.M. R.C. W
J A 12" T-0" 2'-2" 2'-9" 0.281 0.281 0.883 1.164 0.020 0.042
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15" T-0" 2'-2" 3'-0" 0.281 0.281 0.963 1.244 0.031 0.047
18" T-0" 2'-2" 3'-3" 0.281 0.281 1.043 1.324 0.044 0.065
u m 24" T-0" 2'-2" 3'-9" 0.281 0.281 1.204 1.485 0.078 0.121
rl - 30"' T-0" 2'-2" 3'-4" 4'-3" 1'-2" 4'-4" 4 V-6" 3 4'-1" 3 4'-1" 45 0.147 0.374 0.521 1.606 2.217 0.122 0.184
T 36" T-0" 2'-2" S-10" 4'-9" 1'-8" 4'-4" 4 2'-0"' 4 4'-1" 3 4'-1" 49 0.187 0.415 0.602 1.914 2.516 0.176 0.261
WHERE 42" TO 54" PIPE IS USED : 42" 3'-0" 2'-2" 4'-5" 5'-3" 1'-5" 3'-6" 4 1'-9" 3 3'-3" 3 3'-3" 38 0.135 0.373 0.508 2.152 2.660 0.240 0.371
48" T-0" 2'-2" 5'-0" 5'-9" 2'-0" T-6" 4 2'-6" 4 3'-3" 3 3'-3" 41 0.173 0.410 0.583 2.415 2.998 0.313 0.477
SHEET 1 OF 2 DETAIL SHOWING METHOD 7840.01
EET 1 OF 2 SHEET 2 OF 2 54" T-0" 2'-2" 5'-7" 6'-3" 2'-7" T-6" 4 T-0" 6 T-3" 3 3'-3" 47 0.211 0.448 0.659 2.806 3.465 0.396 0.595 SHEET 2 OF 2
840.01 OF RISER CONSTRUCTION PLAN PLAN 840.01 * RISER HAS .321 CUBIC YARDS OF BRICK MASONRY PER FOOT HEIGHT 840.01
BRICK CATCH BASIN NTS BRICK CATCH BASIN NTS
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EXPANSION JOINT 3-0 00 3'-0"
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D 0 MINIMUM DIMENSIONS AND QUANTITIES FOR BRICK CATCH BASIN (BASED ON MIN. HEIGHT, H, WITH NO RISER)* Z
RISER Z VARIES T cn T DIMENSIONS OF BOX AND PIPE TOP SLAB CU. YDS. CONC. IN BOX DEDUCTIONS J
PIPE SPAN WIDTH WIDTH SPAN MIN. HEIGHT DIMENSIONS BARS-U BARS-V BARS-W TOTAL TOP BOTTOM TOT.CONC ONE PIPE 0 0
O J J Z M O FPR MINIMUM Z
_ _ _ - _ W W Z � D A B C G H E F NO. LENGTH NO. LENGTH NO. LENGTH LBS. SLAB SLAB NPIONT,R C.M. R.C. W U
B 12" 3'-0" 2'-2" - - - - 2'-9" - - - - - - - -
0.281 0.772 0.015 0.026
6„ A 15" 3'-0" 2'-2" T-0" 0.281 0.829 0.023 0.036
A 18" 3'-0" 2'-2" 3'-3" 0.281 0.887 0.033 0.049
24" 3'-0" 2'-2" 3'-9" 0.281 1.001 0.059 0.085
w LL m 30" 3'-0" 2'-2" 3'-4" 4'-3" V-2" 4'-0" 4 1'-5" 2 3'-9" 3 3'-9" 39 0.123 0.374 1.433 0.092 0.127
36" 3'-0" 2'-2" T-10" 4'-9" 1'-8" 4'-0" 4 1'-11" 3 3'-9" 3 3'-9" 43 0.161 0.415 1.714 0.123 0.178
WHERE 42" TO 54" PIPE IS USED 42" 3'-0" 2'-2" 4'-5" 5'-3" 1'-5" T-2" 4 1'-8" 2 2'-11" 3 2'-11" 32 0.112 0.373 1.738 0.180 0.243
LDETAIL SHOWING METHOD 48" 3'-0" 2'-2" 5'-0" 5'-9" 2'-0" T-2" 4 2'-3" 3 2'-11" 3 2'-11" 35 0.145 0.410 2.052 0.235 0.317
SHEET 1 OF 2 OF RISER CONSTRUCTION PLAN PLAN SHEET 1 OF 2 SHEET 2 OF 2 54" 3'-0" 2'-2" 5'-7" 6'-3" 2'-7" 3'-2" 4 2'-10" 5 2'-11" 3 2'-11" 41 0R 0.448 YARDS
0.297 0.401 SHEET 2 OF 2
840.02 840.02 840.02 RISER HAS .321 CUBIC YARDS OF BRICK MASONRY PER FOOT HEIGHT 840.02
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CONCRETE CATCH BASIN NTS CONCRETE CATCH BASIN NTS RAEFORD
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0 Ill = LO _ Z 0 Ill = TYPE "F" TYPE "E" TYPE "G" TYPE - E Z Q PROJECT NUMBER: 1632
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SECTION - KK � 1 3/4" SECTION A -A F- A SHEET NUMBER
2'-11 1/2" FFFfff 4 5/8"
SHEET 1 OF 2 R SHEET 1 OF 2 SHEET 2 OF 2 TYPE - F m SECTION A -A SHEET 2 OF 2
840.03 HOOD ELEVATION SECTION - RR 840.03 840.03 TYPE - G 840.03
FRAME, GRATES, AND HOOD NTS FRAME, GRATES, AND HOOD NTS