11' 3"4' 3
"
7' 3"
5' 3" 5'
6'
4' 6"
4' 3"
8' 6"
8' 3
"
4' 6
"
4' 6"
6' 6'
Pinehall Paver 6,906 SFGravel Pave 9,572 SFPlanter Curb Wall 144 LFPlanter Wall 121 LFConc. Stairs 3 - Steps 56 LFConc. Stairs 2 - Steps 83 LFProposed Concrete 1,510 SFNew to Existing (Doweling) 15 EAProposed CMU Base Footing 221 SFExpansion Joint 285 LFSanitary Drain 66 LFSlab on Grade (outside Building) 151 SFExpansion Joint (outside building) 145 LF
drawings (5) (99% of Scale); MD stadium; Projects 10 v1.0; 11/21/2011 08:04 AM
Typical Planter Wall
Description Length Width Hieght SFCA Forms Waste %Footing 121 2.67 1 0 12 CY 5% 12.6 CY
Formwork NoneKey Way 121
Description Length Rbar Size # of Rbars Rbar Mult. Waste %121 #5 3 1.043 363 LF 10% 0.21 Tons 399 Length
Doweling (old to new) detail 2 #5 9 1.043 18 LF 0% 0.01 Tons 18 Length
Description Length @ (ft) Rbar Size Rbar Mult. Waste %2.33 1.34 #3 0.375 210 LF 10% 0.04 Tons 99 Pieces
Description Length Width Hieght SFCA Forms Waste %
Conc. Wall 121 1.34 3 1452 18 CY 5% 18.9 CYFormwork 1452 SFCA
Description Length Rbar Size # of Rbars Rbar Mult. Waste %121 #5 6 1.043 726 LF 10% 0.42 Tons 799 Length
Doweling (old to new) detail 2 #5 9 1.043 18 LF 0% 0.01 Tons 18 Length
Description Length @ (ft) Rbar Size Rbar Mult. Waste %Dowels 5.16 1.34 #4 0.668 466 LF 10% 0.17 Tons 99 Pieces
1234231513
145231.48
0.86TOTAL Rbar Tons
Horizontal Rebars (continuous)QTY Total
Rbar TiesTotal
Total Rbar #5 LengthTotal Rbar #3 Length
FootingQTY Total
Concrete Wall
TOTAL Airentrained Concrete (3000 psi) CYTotal FormWK (SFCA)
QTY
Rbar TiesQTY Total
Total Rbar #4 Length
QTY Total
Horizontal Rebars (continuous)QTY Total
Typical Planter Curb Wall
Description Length Width Hieght SFCA Forms Waste %Compacted Dense Graded Ag. 144 1.34 1.5 0 11 CY 5% 11.3 CY
Concrete 144 1.34 1.5 432 11 CY 5% 11.3 CYFormwork 432 SFCA
Description Length Rbar Size # of Rbars Rbar Mult. Waste %144 #5 4 1.043 576 LF 10% 0.33 Tons 634 Length
Doweling (old to new) detail 2 #5 6 1.043 12 LF 0% 0.01 Tons 12 Length
6340.334321111
FootingQTY Total
Horizontal Rebars (continuous)QTY Total
Total CY Airentrained 3000 psi Conc.
Total FormWK (SFCA)
Total Rbar #5 LengthTotal Rbar Tons
Total CY Compact Agg.
Description Length Hieght SF Waste %Concrete 3500 PSI Airentrianed, Broom Finish ‐ 0.42 1510 23 CY 5% 25 CY
WWF,6x6 w2.9 x 2.9w ‐ ‐ 1510 1510 SF 10% 1661 SFGravel ‐ 0.34 1510 19 CY 10% 21 CY
Soil Compaction ‐ ‐ 1510 1510 SF 0% 1510 SFExpansion Joint 285 ‐ ‐ 285 LF 10% 314 LFControl Joints 147 ‐ ‐ 147 LF 10% 162 LF
Description Length Hieght SF Waste %Pinehall Clay Pavers ‐ ‐ 6906 6906 SF 5% 7251 SF
Geo‐textile fabric (2) Layers ‐ ‐ 13812 13812 SF 10% 15193 SFSand (1/4" Clear Crush Graded Bedding) ‐ 0.17 6906 43 CY 10% 48 CYAggragate Sub‐Base Course (Varies) ‐ 0.5 13812 256 CY 10% 281 CY
Aggragate Sub‐Base Course Compaction ‐ ‐ 6906 6906 SF 0% 6906 SFSubgrade Compaction ‐ ‐ 6906 6906 SF 0% 6906 SF
Description Length Hieght SF Waste %GravelPave2 ‐ ‐ 9572 9572 SF 5% 10051 SFAngular Gravel ‐ 0.09 9572 32 CY 5% 34 CYFilter Fabric ‐ ‐ 9572 9572 SF 10% 10529 SF
Compacted Sandy Gravel Road Base (Varies) ‐ 0.5 9572 177 CY 10% 195 CYCompaction of Gravel Road Base ‐ ‐ 6906 6906 SF 0% 6906 SF
Subgrade Compaction ‐ ‐ 6906 6906 SF 0% 6906 SF
Note: Slab on Grade (outside building, Located on Building Conc. Takeoff.
QTY Total
QTY Total Slab on Grade
Pinehall PaversQTY Total
GravelPave2
Description Side SF Length Width Hieght SFCA Forms Waste %Concrete 5 56 1.34 1 118 10 CY 5% 11 CY
6" Conpacted Aggr. Base ‐ 83 6 0.5 174 9 CY 5% 10 CY
Description Length Rbar Size # of Rbars Rbar Mult. Waste %Hor. Rbars (4) #5's cont. 56 #5 4 1.043 224 LF 10% 0.13 Tons 246 LengthHor. Rbars (4) #4's cont. 56 #4 6 0.668 336 LF 10% 0.12 Tons 370 LengthHor. Rbars #4 @12" 5 #4 56 1.043 280 LF 0% 0.15 Tons 280 Length
Description Side SF Length Width Hieght SFCA Forms Waste %Concrete 4 83 1.34 1 174 12 CY 5% 13 CY
6" Conpacted Aggr. Base ‐ 83 5 0.5 174 8 CY 5% 8 CY
Description Length Rbar Size # of Rbars Rbar Mult. Waste %Hor. Rbars (4) #5's cont. 83 #5 4 1.043 332 LF 10% 0.19 Tons 365 LengthHor. Rbars (4) #4's cont. 83 #4 4 0.668 332 LF 10% 0.12 Tons 365 LengthHor. Rbars #4 @12" 4 #4 83 1.043 332 LF 0% 0.17 Tons 332 Length
QTY Total 3 Step Stair
3 Step Stair ‐ Rebars
2 Step Stair ‐ RebarsQTY Total
QTY Total
2 Step StairQTY Total
CMU Base Footing
Base Type QTY Length Width Hieght CY Waste % Total CY SFCA Size Qty Length Waste % Total Length Tons1 1 4.25 11.25 1 1.77 5% 1.86 31 #5 17 263.5 0% 264 0.142 1 5.25 7.25 1 1.41 5% 1.48 25 #5 13 162.5 0% 163 0.083 1 6 5 1 1.11 5% 1.17 22 #5 11 121 0% 121 0.064 1 4.5 4.25 1 0.71 5% 0.74 17.5 #5 10 87.5 0% 88 0.055 1 8.5 8.25 1 2.60 5% 2.73 33.5 #5 18 301.5 0% 302 0.166 1 4.5 4.5 1 0.75 5% 0.79 18 #5 10 90 0% 90 0.05
8.76 10260.54
Typical Tree Base Pit
Base Type QTY Length Width Unit Unit1 3 6 6 Linear FT 6 Inches Linear FT
NOTES: 6" Length of 1/2" Deformed Rebar Tack Weld to Underside of Steel Angle. (3 per side)
Utility TrenchTrench Length Note: Include Detectable Warning Tape (metal Core)
66 LFTrench Width
1.84Trench DepthUnknown
Rebar Length Total Rebar Leng.18
Total 4000 psi Conc. Total Rbar #5 LengthTOTAL Rbar Tons
Steel Angle72
