Job: Sample Take Off IUnits: Ft-CYWed May 05, 2007 12:20:24 Page 1 Volume ReportDesign vs. Existing

Area Comp/ Ratio Export Change Total Cut Fill OnGrade Cut Fill Cut Fill Cut Fill -Import Per .1 Ft

Basin Floor 23,811.0 20,328.0 2,511.0 972.0 1,813.0 114.0 1.0 1.0 1,813.0 114.0 1,699.0 Top CG 14,394.0 2,361.0 1.0 2,361.0 2,361.0 Refusal 6,934.0 1,095.0 1.0 1,095.0 1,095.0 Basin Floor Total: 5,269.0 114.0 5,269.0 114.0 5,155.0 88.0

Mass Grade Pad 1 509,611.0 84,452.0 423,781.0 1,378.0 7,403.0 385,772.0 1.0 1.0 7,403.0 385,772.0 -378,369.0

Top CG 61,640.0 8,730.0 1.0 8,730.0 8,730.0 Refusal 33,282.0 10,007.0 1.0 10,007.0 10,007.0 Mass Grade Pad 1 Total: 26,140.0 385,772.0 26,140.0 385,772.0 -359,632.0 1,887.0

Mass Grade Pad 2 583,950.0 328,621.0 253,890.0 1,439.0 15,865.0 159,572.0 1.0 1.0 15,865.0 159,572.0 -143,707.0

Top CG 314,853.0 118,600.0 1.0 118,600.0 118,600.0 Refusal 252,700.0 186,306.0 1.0 186,306.0 186,306.0 Mass Grade Pad 2 Total: 320,771.0 159,572.0 320,771.0 159,572.0 161,199.0 2,163.0

Mass Grade Pad 3 361,532.0 131,307.0 229,991.0 234.0 13,823.0 264,698.0 1.0 1.0 13,823.0 264,698.0 -250,875.0

Top CG 128,778.0 42,393.0 1.0 42,393.0 42,393.0 Refusal 121,560.0 286,429.0 1.0 286,429.0 286,429.0 Mass Grade Pad 3 Total: 342,645.0 264,698.0 342,645.0 264,698.0 77,947.0 1,339.0

Mass Grade Pad 4 373,147.0 291,046.0 81,256.0 845.0 17,644.0 37,365.0 1.0 1.0 17,644.0 37,365.0 -19,721.0

Top CG 286,208.0 88,556.0 1.0 88,556.0 88,556.0 Refusal 255,429.0 315,959.0 1.0 315,959.0 315,959.0 Mass Grade Pad 4 Total: 422,159.0 37,365.0 422,159.0 37,365.0 384,794.0 1,382.0

Mass Grade Pad 5 226,865.0 5,246.0 220,906.0 713.0 33.0 170,073.0 1.0 1.0 33.0 170,073.0 -170,040.0

Top CG 4,890.0 331.0 1.0 331.0 331.0 Refusal 0.0 0.0 1.0 0.0 0.0 Mass Grade Pad 5 Total: 364.0 170,073.0 364.0 170,073.0 -169,709.0 840.0

Mass Grade Pad 6 216,035.0 137,215.0 78,251.0 569.0 14,723.0 52,066.0 1.0 1.0 14,723.0 52,066.0 -37,343.0

Top CG 129,654.0 36,749.0 1.0 36,749.0 36,749.0 Refusal 107,965.0 100,429.0 1.0 100,429.0 100,429.0 Mass Grade Pad 6 Total: 151,901.0 52,066.0 151,901.0 52,066.0 99,835.0 800.0

Mass Grade Pad 7 835,685.0 359,850.0 472,189.0 3,646.0 24,208.0 187,049.0 1.0 1.0 24,208.0 187,049.0 -162,841.0

Top CG 324,811.0 87,759.0 1.0 87,759.0 87,759.0 Refusal 227,428.0 155,853.0 1.0 155,853.0 155,853.0 Mass Grade Pad 7 Total: 267,820.0 187,049.0 267,820.0 187,049.0 80,771.0 3,095.0

Mass Grade Pad 8 410,524.0 26,325.0 382,464.0 1,735.0 1,332.0 173,478.0 1.0 1.0 1,332.0 173,478.0 -172,146.0

Top CG 14,622.0 1,838.0 1.0 1,838.0 1,838.0 Refusal 4,208.0 353.0 1.0 353.0 353.0 Mass Grade Pad 8 Total: 3,523.0 173,478.0 3,523.0 173,478.0 -169,955.0 1,520.0

Mass Grade Pad 9 402,469.0 14,155.0 386,688.0 1,626.0 613.0 216,486.0 1.0 1.0 613.0 216,486.0 -215,873.0

Top CG 7,303.0 425.0 1.0 425.0 425.0 Refusal 0.0 0.0 1.0 0.0 0.0 Mass Grade Pad 9 Total: 1,038.0 216,486.0 1,038.0 216,486.0 -215,448.0 1,491.0

Mass Grade Pad 10 508,520.0 66,853.0 439,410.0 2,257.0 3,108.0 247,892.0 1.0 1.0 3,108.0 247,892.0 -244,784.0

Top CG 50,317.0 9,466.0 1.0 9,466.0 9,466.0 Refusal 13,174.0 1,609.0 1.0 1,609.0 1,609.0 Mass Grade Pad 10 Total: 14,183.0 247,892.0 14,183.0 247,892.0 -233,709.0 1,883.0

Mass Sub: 4,428,338.0 1,445,070.0 2,968,826.0 14,442.0 98,752.0 1,894,451.0 98,752.0 1,894,451.0 -1,795,699.0 Top CG 1,323,076.0 394,847.0 394,847.0 394,847.0 Refusal 1,015,746.0 1,056,945.0 1,056,945.0 1,056,945.0 Total Mass: 1,550,544.0 1,894,451.0 1,550,544.0 1,894,451.0 -343,907.0 16,400.0

Volume Compact

Earthwork Quantity Take Offs951-678-0944

Streets 426,601.0 132,636.0 290,360.0 3,605.0 8,071.0 117,617.0 1.0 1.0 8,071.0 117,617.0 -109,546.0

Top CG 100,804.0 19,041.0 1.0 19,041.0 19,041.0 Refusal 31,667.0 6,373.0 1.0 6,373.0 6,373.0 Streets Total: 33,485.0 117,617.0 33,485.0 117,617.0 -84,132.0 1,580.0

Streets 181,256.0 78,101.0 102,467.0 688.0 4,965.0 48,457.0 1.0 1.0 4,965.0 48,457.0 -43,492.0 Top CG 69,240.0 18,728.0 1.0 18,728.0 18,728.0 Refusal 46,052.0 11,638.0 1.0 11,638.0 11,638.0 Streets Total: 35,331.0 48,457.0 35,331.0 48,457.0 -13,126.0 671.0

Streets 138,364.0 100,938.0 36,822.0 604.0 9,375.0 15,398.0 1.0 1.0 9,375.0 15,398.0 -6,023.0 Top CG 95,728.0 25,973.0 1.0 25,973.0 25,973.0 Refusal 77,007.0 79,285.0 1.0 79,285.0 79,285.0 Streets Total: 114,633.0 15,398.0 114,633.0 15,398.0 99,235.0 512.0

Streets Sub: 746,221.0 311,675.0 429,649.0 4,897.0 22,411.0 181,472.0 22,411.0 181,472.0 -159,061.0 Top CG 265,772.0 63,742.0 63,742.0 63,742.0 Refusal 154,726.0 97,296.0 97,296.0 97,296.0 Total Streets: 183,449.0 181,472.0 183,449.0 181,472.0 1,977.0 2,763.0

C18S20HBJob: Sample Take Off IWed May 5, 2007 12:20:24 Page 2

Area Comp/ Ratio Export Change Total Cut Fill OnGrade Cut Fill Cut Fill Cut Fill -Import Per .1 Ft

Streets 479,723.0 90,166.0 384,827.0 4,730.0 6,472.0 153,984.0 1.0 1.0 6,472.0 153,984.0 -147,512.0 Top CG 36,288.0 2,678.0 1.0 2,678.0 2,678.0 Refusal 3,034.0 265.0 1.0 265.0 265.0 Streets Total: 9,415.0 153,984.0 9,415.0 153,984.0 -144,569.0 1,777.0

Total Streets Sub: 1,225,944.0 401,841.0 814,476.0 9,627.0 28,883.0 335,456.0 28,883.0 335,456.0 -306,573.0

Top CG 302,060.0 66,420.0 66,420.0 66,420.0 Refusal 157,760.0 97,561.0 97,561.0 97,561.0 Total Streets: 192,864.0 335,456.0 192,864.0 335,456.0 -142,592.0 4,540.0

Regions Total 5,678,093.0 1,867,239.0 3,785,813.0 25,041.0 129,448.0 2,230,021.0 129,448.0 2,230,021.0 -2,100,573.0 21,028.0

Top CG 1,639,530.0 463,628.0 463,628.0 463,628.0 Refusal 1,180,440.0 1,155,601.0 1,155,601.0 1,155,601.0 Regions Total: 1,748,677.0 2,230,021.0 1,748,677.0 2,230,021.0 -481,344.0 21,028.0

Unspecified 953,929.0 361,392.0 582,109.0 10,429.0 33,381.0 345,010.0 1.0 1.0 33,381.0 345,010.0 -311,629.0 Top CG 306,543.0 88,043.0 1.0 88,043.0 88,043.0 Refusal 246,701.0 303,216.0 1.0 303,216.0 303,216.0 Unspecified Total: 424,640.0 345,010.0 424,640.0 345,010.0 79,630.0 3,533.0

Job Total 6,632,022.0 2,228,631.0 4,367,922.0 35,470.0 162,829.0 2,575,031.0 162,829.0 2,575,031.0 -2,412,202.0 Top CG 1,946,073.0 551,671.0 551,671.0 551,671.0 Refusal 1,427,141.0 1,458,817.0 1,458,817.0 1,458,817.0 Job Total: 2,173,317.0 2,575,031.0 2,173,317.0 2,575,031.0 -401,714.0 24,561.0

Disclaimer:

All work will be done with extreme attention to detail in accordance with the information given to Earthwork Quantity Take Offs. All work will be done using industry standards. The information Earthwork Quantity Take Offs provides is estimated information only. Earthwork Quantity Take Offs gives no guarantee to the accuracy of the information it provides. Earthwork Quantity Take Offs will not be liable or responsible for monies lost or damages of any kind incurred by any patron of Earthwork Quantity Take Offs due to the use of the take off information.

Volume Compact

Unspecified= All Slope area.

5/5/2007

Sample Take Off IEarthwork Analysis

Mass Excavation minus rippable,marginal and blasting material.

Cut Fill Raw Quantity 163,912 CY 2,575,031 CY

15% Shrinkage 24,587 CY0 Subsidence CY CY

Adjusted Quantity 139,325 CY 2,575,031 CY

Adj. Import (2,435,706) CY

Alluvial Removals ( Younger Alluvium )

Cut Fill Raw Qty 300,958 CY 300,958 CY

15% Shrinkage 45,144 CY0 Subsidence CY CYAdjusted Qty 300,958 CY 346,102 CY

Adj. Import (45,144) CY

Adj Import on Mass Ex = -2,435,705.8 CY-45,144.0 CY

-2,480,849.8 CY

Rippable to Marginal rippable Material551,491 CY 15% Bulk 82,723.65 CY 634,214.7 CY

Blasting Material1,457,914 CY 20% Bulk 291,582.80 CY 1,749,496.8 CY

Over All Import Qty = -97,138.3 CY

Notes: All depths of removals, shrinkage values and bulk values are based on information from AcmeGeotechnical Consulting, Inc soil report. Dated May 5, 2006, Project No. 000000-01

The over excavation volume is based on canyon clean outs at the recommended depths from the above mentioned soils report.An estimated 6 foot removal was factored in for the undocumented artificial fill area on the west end of the project.I found no borings or trenches in this area recorded in the soils report.Transition lot and cut lot capping excavation was not considered in this report. The design is a mass grade design and does not show in detail where the house pads are located.

Earthwork Quantity Take Offs951-678-0944

All work will be done with extreme attention to detail in accordance with the information given to Earthwork Quantity Take Offs. All work will be done using industry standards. The information Earthwork Quantity Take Offs provides is estimated information only. Earthwork Quantity Take Offs gives no guarantee to the accuracy of the information it provides. Earthwork Quantity Take Offs will not be liable or responsible for monies lost or damages of any kind incurred by any patron of Earthwork Quantity Take Offs due to the use of the take off information.

Adj Import on Alluvial Removals =

available material =

available material =

Sub total of Import qty =

0.00.0 60.0 120.0 180.0 240.0 300.0 360.0 420.0 480.0 540.0

1468.01468.0

1493.0

1518.0

1543.0

1568.0

1593.0

Profile 1

Earthwork Quantity Take OffsSample Take Off I Profile

ScaleHoriz - 1"=60' Vert - 1"=50'

0 100 200

15.00 14.00 13.00 12.00 11.00 10.00 9.00 8.00 7.00 6.00 5.00 4.00 3.00 2.00 1.00± .100 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00 14.00 15.00

Earthwork Quantity Take OffsSample Take Off I Cut Fill Map

Earthwork Quantity Take OffsSample Take Off I Design Ground

Earthwork Quantity Take OffsSample Take Off I Existing Ground