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3166; PALOMAR AIRPORT ROAD; UNCLASSIFIED EXCAVATION QUANTITIES; 1994-01-06
LMING G INEERING. INC 1947 CAMINO VIDA ROBLE SUITE 107 CARLSBAD CA 92008 (619)431-5999. FAX (619) 431-2205 1. .. . . - .. .. . 1., January 6,1994- Mr. Walter Brown Engineering Department CITY OF CARLSBAD: .2075 Las Palmas Drive Carlsbad, Califomia 92009 . SUBJECT PALOMAR AIRPORT ROAD - UNCLASSIFIED EXCAVATION QUANTITIES PROJECT # 3166 (HEI JN# 1760), Dear Walter At your direction, we have analyzed unclassified excavation quantities for the Palomar Airport Road widening project Based on our quantity estimates, we have no reason to disagree with the quantities submittal by West Coast General for unclassified excavation For the areas we analyzed, our quantity estimates compare with those run by HCH Partners with a difference of less than one percent. We modeled three sections of the project that comprise over 90% of the unclassified excavation quantity identified by HCH Partner A comparison of the areas and quantities is as follows AREA HCH QUANTITY HEI QUANTITY CUT FILL CUT FILL Station 108+00/161+50*,25,841 c y 8,286 c y ' 26,549 c y 9,335 c y Station 161+50/214+90 82,557 cy 114,395 cy 81,036 cy. 114,119 cy. Station 223±30 59/242~50 61,698 c y 19,553 c y 63,378 c y 18,222 c y SUM 170,096 c y' 142,234 c y 1701,972 c y 141,676 c y page 1 PALOMAR AIRPORT RD - UNCLASSIFIED EARTHWORK . . . . . Project: par . . . . . Thu Jan 6.14:37:40 1.994 Alignment: par-cl . . . . .. . : . . PRISMOIDAL VOLUME LISTING WITH CURVE CORRECTION . . . Cut Fill Cut 1.0000 Fill 1.0000 Cut 1.0000 Fill 1.0000 Station Area (sqft) Area (sqft) Volume (yds). Volume (yds) Tot Vol (yds) Tot Vol (yds) Mass Ordinate 108+00 47.27 . . 51.60 ------------------------------------------------- . . . 85.83 88.98 85.83 . 88.98 . -3.15 108+50 46.67 . 44.71 . . . . . . . 0 . .. . . 68.23 . 96.09 154.06 185.07 -31.00 109+00 28.80 59.52 . . .. . . . . 50.08 . 104.13 . 204.14 . . 289.19 . -85.05 109+50 26.04. . 53.29 . . . . . . . 49.24 88.76 253.38 . 377.95 -124.57 110+00 . 27.86 . 43.25 . . . . . . . . . . . 50.15 . 65.27 303.53 . 443.22. . -139.69 110+50 27.00 28.27 . . . . . . . . . 68.59 . 38.15 372.12 ..481.37 -109.25- 111+00 . 49.03. 13.96 . . . . . . . .. . 33.09 8.05 . 405.21 : 489.43 -84.22 111+16.18 . . 62.96 12.97 . 99.93 . 1722 . . 505.14 . 506.64 -1.50 111+50 97.91 . 14.54 . . . . . . . 225.08 27.49 730.22. . 534.13 196.09' 112+00 . 146.82 . 15.1.5 . . . . . . . . . . . . 309.91 28.51 1040.13 562.65 .477.49 112+50 . 188.76 15.64 . . . . . 395.61 27.43 . 1435.74 '590.08 . 845.66- 113+00 . 0 239.51 14.00 . . . . . . . . . . .. 406.73 24.19 . 1842.47 614.27 1228.20 • 113+50 . 200.34 12.14 . . . . . . • . . . . 395.62 20.19 . 2238.09 . 634.46 1603.62 • 114+00 227.21 • 9.71 • . . : • • . • 38327 17.77 2621.35 652.23 1969.12 114+50 . 187.36 9.48 317.10 . 15.89 2938.46 . • 668.12 2270.34 115+00 • 155.60 7.71 . • . . . • . • . 276.59 10.28 • . 3215.05 . . 678.40. 2536.65 115+50 • . 143.20 . '.3.65 . . . . . . • . . . .. . . • • . • 214.90 11.37 • '3429.95 689.78 2740.17 116+00 . • 90.86 . 9.03 • • • ' . . • •• 131.88 . .48.21 • 3561.83 737.98 • 2823.84 • 116+50 53.23 • • 48.20 • • • • . 99.73 110.30 3661.55 • 848.28 2813.27 ' 117+00 54.48 • •77 . • . . • . . 88.00 160.53 3749.55 1008.81 2740.74 • 117+50 • . 40.88 ' • .102.60 • . • . •• • • 69.19 . 207.65 3818.74 1216.47 ' 2602.27 118+00 33.95 121.94 • . . • 68.90 228.38 3887.64 . . 1444.85 2442.80 118+50 • 40.56 • 124.71 • • . . . . • . ' • . •• . . • • 78.19. . 221.84 • 3965.84 . 1666.69 2299.15 119+00 . 43.91 114.94 . . . .: • • . .78.30 • . 220.54 4044.13 1887.22 2156.91 119+50.. 40.68 • 123.29 • . . • . . . . . • 78.71 . • • 221.77 4122.84 . 2108.99 2013.85 • • 120+00 • 44.36 116.26 • . . • . • 82.95 . 233.68 4205.80 2342.68 ' 1863.12 . 120+50 • 45.23 • 136.39 • . • . . . • 68.45 279.01 . . 4274.25 2621.69 . • 1652.56 • • 121+00 29.27 165.41 - • . • • • • HELMING ENGINEERING, INC. • • .• •... - .• ., .. •• • ,. .• - . •• . •. .• • • • . • ' 1947 Caminb Vida Roble, Suite 108 • 'Carlsbad, •CA. 92008 • (619) 431-5999 page 2 PALOMAR AIRPORT RD- UNCLASSIFIED EARTHWORK •- Project- par Thu Jan .-6 14:37:41 1994 Alignment: par-cl . . .... : . . . •- PRISMOIDAL VOLUME LISTING WITH CURVE CORRECTION . . Cut - . Fill Cut 1.0000 Fill 1.0000 Cut 1.0000 : Fill 1.0000 Station - Area (sqft) Area- (sqft) Volume (yds). Volume (yds) Tot Vol (yds) Tot Vol (yds) - Mass Ordinate 5556 -. 341.59 -4329.81 2963.28 .1366.53 121+50 . 30.74 - 204.18 56.64.: -.. 400.60 4386.46. . 3363.89 1022.57 122+00 30.43 . 228.70 . . . .- .... . .. - 67.69 -- 405.751 4454.15 . 3769.64 684.51 -: 122+50 . •. 43.03 20965 . . . . . 78.01 405.71 4532.16 4175.35 356.80 123+00 . 41.22 - '. 228.66 .. . . - , - . . . . ... . .... .. 67.87 -.. -- -375.69 .• 4600.03 4551.04 - 48.99 123+50 - :- 32.26 - 178.13 - . . . . . . . . .. . . . . . . . - -54.93 - -402.43 - 4654.97 . -. 4953.47 - -298.51 - - - 124+00 - - 27.14 - - - 259.01 . • . . . . . .0.60 '-- ., 5.70 4655.56, -4959.17 . :. -303.61 • 124+00.59 - - 27.07 - 258.39 •. . . . . •- . . - . . 425.33 - 4699.85 - - 5384.50 .; -684.64 - 124+50 21.70 215.28 - . - . . . . . . •- . . . 43.09. - 349.99 . - - 4742.94 - - 5734.48 - -991.54 - 125+00 25.12 . - 169.96 - - 44.66. - - 244.83.. - ' 4787.60 -. 5979.31 - . -.1191.72 125+50 - 23.38 . -: 101.66 . - -: • • - - - . - . • - . • , . . -• 39.52 -- 168.18 - 4827.12 6147.49 - - -1320.38 126+00 - - 19.57 - -83.18 - - .. - - -. -- • • . . - • • .. ,,. - •. - • - 34.31 - - - 124.79 - - 4861.43 - 6272.29 - -1410.86 126+50 - 17.68 54.46 . . • • •, . . - • • • -. - • . . • . - 54.77 - - 80.74 - . - 4916.20 -- 6353.03 - -1436.83 - 127+00 34 , .62 - : • - . • 82.78 45.56 - - 4998.98 - 6398.59 - -1399.61 - 127+50 - 46.48 - -• •, - 16.31 - • . .- -- - - • .. , -. • .- . - 109.34 - - 20.91 - 5108.32 -6419.50 -1311.18 • • - - - - 128+00 - 73.92 - - 7.09- - • - • . - . . • • - .. - . . • - - . • . - . 146.77 - 11.76 - - 5255.09 6431.26 - -1176.17 - 128+50 - 86.41 - • : 5.70 - - . - • . - - • -. - • - - 157.19 - ..12.56 - 5412;29 - - 6443.83 - -1031.54 129+00- -. 85.15 - - •- .8.05 . - . • . :. . . • - • . • - 123.07.- - 36.71 - - 5535.35 - 6480.54. - : -945.19 - - - 129+50 50.65 -- 35.35 - - •- - . • - • - •. • - - -- . . - . - 78.25 - 85.70 5613.60 - 6566.23 -952.63 - 130+00 - 35.17 59.74 - . . .. -• . . . . - • - 71.06 -• - 127.63 - - 5684.66 - -6693.86- --1009.20 130+50 - - 42.42 80.94 . - .-. - • : : • • - - • • . . .60.13 -• - 177.93 - 5744.79 - 6871.79 . -1127.00 131+00 • - 23.95 -. • .115.16 -- - - - . . -- .., - . - - . . - • • - -- --- - -46.24 -... - 218.42 - 5791.03 - 7090.20 - -1299.17- 131+50 26.34 -' • .123.62 . . • . . . • -- . 73.86 .. -225.86 - - 5864.90 1 7316.07 -1451.17 - - - . - 132+00 - • 55.90 '• - 122.-:53 . -- - . . ..; • . . . . •• - - . - - 106.56 - -. 214.60 - - 5971.45 - .7530.66 - -1559.21 132+50 - - 60.37 - 111.13- - • -: -, • -- - - , - - 113.89 .'- - - 194.91 - - 6085.35 - 7725.57 - -1640.23 - 133+00 63.82 101.08 ,. : - - - - -• • . • - . . • ,• -. - • . 108.90 ,: 178.67 - 6194.25 7904.24 - -1710.00 • 133+50 54.90.. 93.52 ., .- . •. • . - . .. . . . • . • - - - - - -- 114.05 - - -155.93 6308.30 -.- 8060.17 -1751.87 134+00 . ' . • .69.62 -- 76.67 -- • • • .- . • . • - • - - . . . - , •• . . • 126.71 : - -- • -124.50 - 6435.01 -- . 8184.67 - -- -1749.66 - HELMING ENGINEERING, INC. - -" -' -. - •. ' .- _•:. • . 1; -- - -' - • -- 1947 Camino Vida Roble Suite 108 Carlsbad CA 92008 (619) 431-5999 page 3 PALOMAR AIRPORT RD - UNCLASSIFIED EARTHWORK Project par, Thu Jan 6 1:4.:37:41 1994 Alignment par-cl PRISMOIDAL VOLUME LISTING WITH CURVE CORRECTION Cut Fill Cut 1.0000 Fill 1.0000 Cut 1.0000 ... Fill. 1.0000 ' •. : Station Area (sqft) :Area (sqft) Volume (yds) Volume (yds) TotVol (yds) Tot Vol (yds') Mass Ordinate 134+50 68.53 59.33 129.04 86.75 6564.05 8271.42 . -1707.36 135+00 72 24 35.78 - • : .5 75:78 35.80 6639.83 . 8307.21 -1667.38 ' 135+27.52 78.07 . 34.49 - 68.19 .'. 28.97 - 6708,02 8336.18 -1628.16.. '. . 135+50 . 85.83 i 35.12 . S 183.93 . 66.65 6891.96 8402.84 . -1510.88 136+00 . 113.45 - 36.88 . • - 209.69 ' 68.17 7101.65 8471.01 -1369.36 136+50 S 11301 : 36.75 .,•• 5 5. 5 5 5 .5 .5 5 . S S -19495 - . . 64.12 . 7296.60 8535.13 . 5 -1238.53 . 137+00 97.72 32.54 S . . - : 212.18'.--. 54.60', -. 7508.77 8589.73 . -1080.96 : 137+50 S 132.30 26.52 :•' :• . . : S S 299.11 . 46.85. 7807.88 8636.58 . -828.70 ' 5 138+00. .192.63 24.09 •.. . S . S. .5 - S 363.80 41.12 .8171.69 . 8677.70 . . -506.01 . 138+50 . 200.31 20.37 5 5 5 5 S 388.91 .33.21 8560.60 - 8710.91 -150.30 139+00 219.87 . - . 15.60. 3339 .- 22.18 ., 8993.99 . 8733.09.. 260.90 139+50 248.48 8.69 277.55 . . 6.73 9271.54 8739.82 '. 531.72 ' S 139+79.72 . 255.75 . 3.86 - . . • '•' ,. S., S •5 196.48 : - 2.34 9468.02 8742.15- . 725.86 140+00 260.38 . 2.44 ,•, ; S 5 5 ... 5 5 5 .5 469.79 3.02 ,. 9937.80 . 8745.17 . 1192.63 140+50.- 240.06 . 0.94 5 .., S , S • S - • S . 423.46' . 1.35 . . '10361.26 8746.52 . 1614.74 ' S 141+00 211.31 . 0.54 10735.53 .8749.14 1986.39 141+50 187.70 ' . 2.53 ... '.', . .5 5, •5. 5' S S . S S - . 339.44 7.09 . 11074.97.-: 8756.23 2318.74 142+00 174.06 - . 5;28 300.61 10.42 11375.58 - 8766.65 2608.93 142+50 .146.71 . '.5.96 5. 5. - . : : 5 5.• 5 - S S S 255.36. ' - .10.32 11630.94 '. 877697 2853.97 .143+00 125.84' . 5.18 S S S S 5 288.71 '. 7.98 11919.65 '8784.95 3134.70 .. . . 143+50, 183.72 . .. ' 3.485 •. .• S • • . - 5 5 5 5 - 5 5 • . - . : • . • 393.04 4.52 . •' 12312.69 -8789.47 3523.22 S 144+00 236.01 .236.01. . 152 . - ... . - .• ' 5 . 5 5 S : • - • • ...494.1O 1.78 12806.79 8791.25 . 4015.54 ' 144+50 291.01 .5 0.49 '' S • •• 55 , 5 5 55 5 5 , - S S '-620.66 0:48 13427.45 8791:73 4635.73 145+00 371 06 '0.08 798.43 ' 0.05 - . 14225.88 8791.78 ' '5434.10 145+50 480.37 .' • . 0.00 . .- - S S • .. S • ' S S S • -• S 985.39 ' 0.18 -15211.27 8791.96 '' . - 6419.31' 146+00 568.85. 0.29 5 - S • 5'. • ' - - S • S • 5. -. • 5 1134.;8 0 0 84 16346 06 8792 79 7553 27 146+50 - 5 .639.10 0.64 .-: 5 5, . ••.. •: , • . ,5 55 5 S • . = 1259.44 • 1.04 • . 17605.50 ' ' 8793.83 . . 8811.67 . 147+00 700.15 0.48 5. ' 5 ...... S - - S S • S • S -. . S • S S 4 ..''. ' 4 - 4 -• 4- .5 ' •4 •_ -. '. HELMING ENGINEERING, 'INC. .' •. -. Y, - .. - .. -. ..'' (. 5 5 1947 Camino Vida Roble Suite 108 Carlsbad,'CA 92008 (619)..431-5999 4- 1 • '• page PALOMAR AIRPORT RD - UNCLASSIFIED EARTHWORK S Project par Thu Jan 6 14:37:42 1994 Alignment: par-cl... PRISMOIDAL VOLUME LISTING WITH CURVE CORRECTION Cut Fill Cut 1.0000 Fill 1.0000 Cut 1.0000 Fill 1.0000 Station Area (sqft) Area (sqft) Volume (yds) Volume (yds) Tot Vol (yds) TotVol (yds) Mass Ordinate 1347.55 1.17 18953.05 8795.00 10158.05 147+50 732.30' 0.79 1364.13 1.03 - 20317.18 8796.04 11521.14 148+00 718.54. ' 0:36 • 1205.97 0.53, 21523.15 8796.56 12726.58 148+50 567.23 . 0.22 . . 872.12 0.44 22395.26 . 8797.00 13598.26 149+00 368.15 0.26 551.32. , 0.70 22946.59 8797.71 14148.88 149+50 , 225.10 0.52 • . ' . . " 331.54 0.90 23278.12 8798.61 14479.51 150+00 ' 132.60 0.46 ' 209.62 0.78 23487.74 ' 8799.39 14688.34 150+50 . 92.54 0.39 • . . '• 163.06 1.14 23650.80 8800.53 14850.27 151+00 82.04 . , 0.87 147.17 , 3.14 23797.97 .. 8803.67 14994.31 151+50 75.57 ' • . ':2.65 . . . 134.69 8.54 ' .23932.66 8812.21 .15120.46 152+00 68.76 , ' 6.77 126.63 ' . ' 14.35 24059.29 8826.55 . 15232.74 152+50 -. 66.95 ' 8.54 . S • . •5 . S . S . ' 127.55 ' .. '14.47 24186.84 . 8841.02 15345.81 153+00 69.79 , 6.90 •. ' 111.69 . 11.28 24298.53 8852.30 15446.22 153+50 , . 50.57 5.17 , .5. . . .• . . . S •. 105.20 . 3.46 24403.73 8855.76 ' 15547.97 153+91.23 87.95 0.31 • 29.16 0.09 . 24432.89 . , 8855.85 15577.04 154+00 . 91.61 ' 0.25 • .. .. . . . S . . , 17663 ' 0.39 . 24609.52 ' 8856.24 . 15753.27 154+50 ' 99.20 ' ' .0.18 : . . . . . . . . . . •• 187.83 0.46 24797.35 ' 8856.71 . 15940.64 155+00 . 103.68 . 0.33 192.37 . . 1.25 ' 24989.72 .8857.96 16131.76 . 155+50 104.08. 1.10 . . . ... .5 . S . 181.51 . • 3.59 . .. 25171.23 8861.55 16309.68 156+00 ' 92.08 2.93 • ' S '5 5.. • 128.26, . 13.94 25299.49 8875.49 16424.00 156+50 48.73 13.39 . . , . .5 . . . . . • . . . 81.87 36.75 • . 25381.36 8912.23 16469.12 157+00 . .39.84 . . 2710 . . . . • . . . . 70.18 . 59.40 , 25451.53 '8971.63 16479.90 • 157+50 . 35.98 37.33 • . . . .... 55 90.11. 59:32 25541.64 9030.95 16510.70 158+00 . .62.55 . . . 27.01 • . . . . . • .... •. . 125.20 50.99 ..25666.84 9081.93 . 16584.90 158+50 72.79 28.06 . . . '. , . . • . . . .. S 139.67 47.79 25806.51 . . ' 9129.72 16676.79 • . S 159+00 • 78.09 ' 23.62 ' • . . . S • , . ' , 36.60 . . 11.69 25843.11 . 9141.41 16701.71 159+13.34 • 70.15 , . 23.69 - 88.56 . 32.81 : 25931.67 55 9174.22 . 16757.45 159+50 ' 62.24 . '. 24;74 S ' , 126.48 . 42.10 26058.15 9216.32 ' , 16841.83. S HELMING ENGINEERING, INC. ' , •' ':'' -" •. '. ' •. . •.. ' , : . ' ' 1947 Camino Vida Roble, Suite 108 Carlsbad, CA. 92008 . (619) 431-5999 page 5 PALOMAR AIRPORT RD - UNCLASSIFIED EARTHWORK Project: par .. : .:.. Thu Jan 6 14:37:42 1994 Alignment: par-cl .: . . • . PRISMOIDALVOLUME LISTING WITHCURVE CORRECTION Cut . Fill Cut 1.0000 . Fill 1.0000 • Cut 1.0000 Fill 1.0000 Station Area (sqft) Area (sqft) Volume (yds) Volume (yds) Tot Vol (yds) Tot Vol (yds) Mass Ordinate 160+00 76.50. - • • 20.92 .• 5 0 .. . • 148.80 • 37.76 26206.96 9254.08 16952.88 160+50 86.43 .19.97 . 0 165.14 38.76 - 26372.09 '. 9292.84 17079.26 161+00 • 94.23 .- 22.02 : . . S • S 176.80• 0 - 42.62 .. 26548.89 . 9335.46 17213.43 . • 161+50 • 98.94 24.22 : • .• . • : S • HELMING ENGINEERING, I. • ... .: • •• .: . • • •. : . S • -• ' . .1947 Camino Vida Roble, 'Suite -108 . Carlsbad, CA. 92008 (619) 431-5999 : .' . .. page 1 PALOMAR AIRPORT RD -. UNCLASSIFIED EARTHWORK - Project: par ' .'. . S - . - .' Thu Jan 6 14:..53:53 1994 Alignment par-cl PRISMOIDAL VOLUME LISTING WITH CURVE CORRECTION • Cut Fill Cut 1.0000 Fill 1.0000 Cut 1.0000 Fill 1.0000 Station Area (sqft) Area (sqft)' Volume (yds) Volume (yds) Tot Vol (yds) Tot Vol (yds) Mass Ordinate 161+50 - 98.94. . 24.22 : . '• - 142.82 r 51.31 142.82 . 51.31 . ' 91.51 162+00 . . 58.87 . 31.61 62.24 ' 115.72 205.07.:167.03 . 38.03 ' . , 162+50 14.12 101.49 - ,. S . , ,• ' . . . . . 9.00 345.08 ' 214.07 . ' 512.11 ' -298.04 ,163+00 . 0.02 .,296.58 . . .' . . . . 0 3794 , 810.17.....252.01 '. 1322.28 -1070.27 163+50 59:82 , . 620.61 " ' , . . , . 111.40 1432.85 ' 363.41 2755.13' . -2391.72 ., 164+00 ' . 57.96 97535 . . . .• . . . . . . 90.65 . 2326.70 454.06 5081.83. -4627.77 ' 164+50 " . 38.46 . 1608.91 '64.01 3566.19 . 518.07 ' 8648.02 -8129.95 165+00 29.30 ' 2325.04 . S . 48.88 - 3461.10 ' . .566.95 12109.12 . -11542.17 165+50 . 22.42 1500.97 . . - - , - . . 42.01 ... 2083.74 608.97 14192.86' -13583.90 166+00 . 21.88 39.22 1543.08 648.18. 15735.95 ' -15087.77 166+50 ' 19.51 '• 876.43 43.73' 2123.50 691.91 . 17859.45 ' . . -17167.54 167+00 . 26.82 ' 1483.99 . .' ' . S. ' . .' . .. . . . ' -, 62.55 . , 27.10.95 754.47 ' 20570.41 -19815.94 167+50 . . . 39.58 1494.98 . , S ' . " . . . . . 98.09 2206.38 . ' 852.55 22776.78 ' -21924.23 168+00 64.56 954.35 . . . . '• , . . . . S , , , S 1.77.66 ' , 1361.83 1030.21 . 24138.61 ' -23108.40, " 168+50 . 125.78 • 566.45 . ' S • ' ' . S 308.17 .776.93 ' " 1338.38 24915.54 -23577.15 169+00 203.54 . 309.11 •', , . S • ' . • • 501.77' • 50444 ' 1840.15 25419.98. -23579.83' • 5 169+50 334.50 251.71 : • •. • S 795.84 - 231.53 2635.99 • 25651.51 -23015.52 170+00 • 519.52 S 36.76 . " - • • ' : • • S 1249.07 . - 2241 3885.06 25673.92 , -21788.86 .170+50 828.74. 0.00 . ' • -• • • • • 0 - , . • . • 1881.83. ' 0.00 5766.88' 25673.92 ' -19907.04 171+00 ' 1206.01 0.00 • ' ' • ' ...: . . '• • • 2554.10 0.00 • 8320.99 25673.92 -17352.93 171+50 1553.47 • 0.00 ' . • S • • • , • 0 ' S 1018.88 0.00 , 9339.87 25673.92 '-16334.05 • 171+67.21 • 1638.32 0.00 : . ' .. 5 5 • • . •• S 2085.91 "- 0.00 11425.77 25673.92 • -14248:15 172+00 , 1798.44 0.00 , " ' S • 7 5 • S • - S • 3334.08 0.00 14759.85 - 25673.92 -10914M7 172+50 . 1802.36 0.00 - • - • .• • ..• S •, ' • S • 3244.59 • 0.00 18004.44 - 25673.92 L7669.48 - • 173+00 , 1702.27 0.00 S j • • S , • S S • • S ' • . 3165.09 ' 0.00 21169.53 - - 25673.92 , -4504.39 173+50 • 1716.03 - • .0.00. ' - 5 0 ' ,, • S •S - . 5 55 55 S • S - - 3178.98 - . 0 00 24348.51 -2567392 -1325.41 5 174+00 ' • 1717.26 ' • 0.00 , • S S • • ' S S ' , , S S • S ' S • 3148.55 - • 0.00 - - 27497.06 -' '2561 . 3.92 1823.14 174+50 • 1683.23 .. • S -' 0.00 . • S • S ..S S • • , S S ' S , - •, HELMING ENGINEERING, INC. . '- : 5 • .- ' - 'S ' - 5 5 5 - • S •• , 1947 Camino Vida Roble, Suite 108 Carlsbad, CA 92008 (619) 431-5999 • - . S page PALOMAR AIRPORT RD - UNCLASSIFIED EARTHWORK Project: par . . . '... Thu Jan • 6 14:53:54 1994 Alignment: par-cl PRISMOIDAL VOLUME LISTING WITH CURVE CORRECTION ... - Cut Fill Cut 1.0000 Fill 1.0000 Cut 1.0000 Fill 1.0000 Station Area (sqft) Area (sqft) Volume (yds) Volume (yds) Tot Vol (yds) .Tot Vol (yds) Mass Ordinate 3140.71 0.00 30637.77 '25673.92 4963.85 175+00 1708.77 0.00 . . ... . . . . S 3053.10 . 0.00 . 33690.87 25673.92 . 8016.95 175+50 . 1589.30 0.00 2767.89 . 0.00 36458.76 25673.92 10784.84 176+00 1401.97 . .0.00 2425.96 . 27.39 38884.72 . 25701.31 13183.40 176+50 1220.17 44.38 2104.66 ' 138.09 40989.38 . 25839.41 15149.97 177+00 1054.87 . . 109.60 828.65 . - 92.64 , :41818.02 , 25932.05 15885.97 177+21.99 980.15 , 117.92 971.13 128.25 42789.15 26060.30 16728.86 177+50 910.94 122.76 1558.55' . 185.37 ' 44347.70 26245.67 . 18102.03 178+00 788.23 . 73.68 1295.38 . . 65.94 45643.08 26311.61, 19331.47 . 178+50 622.72 6.98 . . . 1092.70 . 11.36 46735.78 26322.98 20412.80 179+00 . 558.80 . 5.32 1016.43 . 62.49. 47752.21 . 26385.47 - ' 21366.74 179+50 532.90 - .. - 79.14 923.75 174.94 48675.95 - - 26560.40 22115.55 180+00 456:63 ' 117.81 728.50 " 246.57 49404.4 5 .- 26806.97 22597.48 180+50 , 323.74 159.14 . ' 432.76' ' 407.39 - 49837.22 - 27214.36 . 22622.86 181+00 147.09 - ' 302.69 169.82 ' . 763.99 ' , 50007.04 . 27978.35 - 22028.69 181+50 43.31 557.52 46.59 - .1177.70 ' 50053.63 . 29156.05 20897.58 182+00 , 10.02 748.06 6.24 -- ' .1546.93 - ' 50059.87 . 30702.98. - . 19356.89 .182+50 0.00 953.18 0.00 2016.23 50059.87 32719.21 . 17340.66 183+00 0.00 1258.94 ' 0.00 - 2645.81 - 50059.87 , ' 35365.02. - ' 14694.85 183+50 . 0.00 1638.3l 5 ' 0.00 -S 3543.51 - 50059.87 - 38908.54 ' 11151.33 ' 184+00 0.00 . . 2241.80 0.00 - ' 5145.51 - - 50059.87 44054.05 6005.82 184+50 0.00 3407.35 , 5 5 5 5 5 5 5 5 5 5 0.00 - . - ' 7959.04 - 50059.87 - 52013.08 ' '-1953.21 185+00 . 0.00 - 5375.81 S , S S 0.00 - 8751.55 50059.87 60764.63 . -10704.76 185+50 - 0.00 ' 4240.87 - 5 5 0.00 7306.39 50059.87 ' . 68071.03 -18011;16 186+00 0.00 3758.58 5 5 0.00 ' ':6757.53 50059.87 - 74828.56 -24768.69 - 186+50 0.00 3628.54 0.00 . -592379 . 50059.87 ' . 80752.35 -30692.48' ' 187+00 ' ' ' 0.00' 2836.80' 5 5 5; S S 0.00 4617.68' ' 50059.87 :85370.02 - -35310.15 - S 187+50 0.00 . 2196.96 0.00 : 3282.00. 1 50059.87 , 88652.03 - -38592.16 HELMING ENGINEERING, INC. ' ' ' S 55 • ,5 ,: , •. : , , , 5 , S -1947 CaminoVidaRoble, Suite 108 . Carlbad, CA. 92008 . - (619) 431-5999 page 3 PALOMAR AIRPORT RD - UNCLASSIFIED EARTHWORK Project: par .' Thu Jan 6 14:53:54 1994 Alignment: par-cl " .. PRISMOIDAL VOLUME LISTING WITH CURVE CORRECTION • ,. Cut Fill Cut 1.0000 Fill 1.0000 Cut 1.0000 Fill 1.0000 Station Area (sqft) Area (sqft) Volume (yds) Volume (yds). Tot Vol (yds) Tot Vol (yds) Mass Ordinate 188+00 0.00 1410.35 . . . .. . 0.00 . . 2047.44 50059.87 . 90699.47 , -40639.60 188+50 0.00 851.00 • .. 16.38 '' 1135.75 50076.25 91835.23 -41758.97 189+00 26.34 . 420.35 . . . . . • . . 115.65 514.03 50191.90 92349.26 . -42157.36 189+50 105.58 346.83 207.30 50538.73 ' 92556.56 . -42017.83 190+00 277.83 70.51 ' ,. . . . . 67173 87.65 ' 51212.47 92644.22 -41431.75 190+50 447.85 29.82. . . 921.86 31.96 52134.32 92676.18 -40541.85 191+00 536.96 . 7.97 1078.94 . 12.76 • 53213.26 92688.94 . -39475.68 191+50 614.58 . 6.24 1181.02 . 24.43 54394.28 92713.37 ' -38319.09 . 192+00 644.05 ' 22.63 • 1150.42 77.67., 55544.71. 92791.04 -37246.33 192+50 . - 581.03 67.86 - 990.39 157.45 56535.10 92948.49, -36413.39 193+00 473.24 108.64 • ,' . . . . . • '' . . 785.03 241.42 . 57320.13 .93189.91 -35869.78 193+50 361.87 160.77 . . . ', , 632.92 319.86 57953.05 ; 93509.76 -35556.72 194+00 . " 307.22 194.02 . . ..• . . 1.44 0.87. ' 57954.49 . 9351063 : -35556.14 • '194+00.12 • 306.92 ' ' 194.17 • . ... . . . • . . 506.44 . 390.81 ' 58460.93 ' 93901.44 -35440.51 194+50 242.64 . • 229.44 , • • '- • . . '- • • •• . , 393.70 • 486.24 58854.63. , .94387.68 '-35533.06' " • 195+00 , •,. 183.91 297.16 • ' • • ' • ''' . • •• ' ' • 198.51 • . ' 701.16 59053.13 95088.84 , -36035.71 •'. 195+50 45.85 ' 466.42 • . . • • ,' • '" 28.30 1223.94 .59081.44 . 96312.'78 -37231.35 • 196*00 • 0.00 - 876.85 . . • • ' • • • ' • : ' 0.00 " 1868.05 59081.44 98180.83: -39099.40 196+50 • '' 0.00 1146.67 : • • ', • • • • • S • • • 0.00 • ''2163.89 59081.44 100344.73 S -41263.29' 197+00 • • '0.00 '1190.47' • • : ' • • • • S • • 0.00 2043.07 59081.44 102387.79. -4330636 • 197+50 0.00, 1018.28 • • • : • S • S • • 0.00 1615.47 59081.44 104003.26 '-44921.83 198+00 0.00. . • 734.16 •' • S • • • 0.00, 1091.73 59081.44 ".105095.00 -46013.56 198+50 0.00 455.91 : • . 5 2 ' • S ' 3.83 • 715.53 59085.27. 105810.52 46725.25 199+00 6.21 320.81 • '. • • • • • 11.47 577.90 59096.73 106388.42 -47291.68 - .199+50 • .• 6.18 - • 303.40 • • • • .36.66 - 460.18 59133.39 106848.60 -47715.21 • 200+00 '. 37:91 197.38 - • " S • • S • • • ' • 175.48 • 297.74 59308.87 107146.34 • • -47837.47 • S 200+50 166.84 126.78 • • • • ' ...• S • 5 429.21 ' 232.59 • 59738.08 • .107378.93 '' -47640.84, 201+00 • 303.47 124.42 • '• • •• • • ': • • • • • HELMING ENGINEERING, INC;" ,•" ••' • .': • •.. • "• : • . , -, • .• • . • • S • • 1947 Camino Vida Roble, Suite 108 Carlsbad, CA. 92008 . (619) 431-5999 page 4 PALOMAR AIRPORT RD .- UNCLASSIFIED EARTHWORK•; Project: par .- " . Thu Jan 6 14:53:551994 Alignment: par-cl '. . S '' -• 0 PRISM IDAL VOLUME LISTING WITH CURVE CORRECTION Cut '. Fill Cut 1.0000 Fill 1.0000 Cut 1.0000 Fill 1.0000 . . '' Station . Area (sqft) Area (sqft) :'Volume.(yds) . Volume.(yds) Tot Vol (yds) Tot.Vol (yds) Mass Ordinate 57Ô.59 .270.64 60308.67 107649.56 -47340.89 201+50 312.79 169.00 468.52 311.92 60777.19 107961.48 . -47184.29 202+00 197.60 167.87 . . . . 349.14 267.72 61126.32 108229.20 -47102.88 202+50' 179.61 122.46 . . . . . 448.69 130.19. 61575.01 108359.39 -46784.38 203+00 310.94 . 28.93 . . . . . . .' . . 739.64 ' 17.86 . 62314.66 108377.25 . -46062.59 203+50 494.97 0.00 ' .. •• . . . 112074 0.00 63435.40 108377.25 -44941.85 204+00 .722.59 ' . 0.00 . . . . 1278.01 4.64 . 64713.41 108381.89 -43668.48 204+44.34 835.08 '' 8.47 176.66 2.06 ' 64890.07 .108383.95' -43493.88 204+50 " 855.68 .10.99 .1514.09 ' ' 38.52 66404.16 . 108422.47 -42018.31 205+00 . ' 784.49 ' 31.95 1403.99 ' 68.27 ' '. 67808.1.5 108490.74 -40682.59 ' 205+50 . 736.28 ' .40.92 •' , ' , ,, ' . '. . . . . . S 1308.56 , . 61.69 .69116.70 108552.43 , -39435.73 206+00 ' 680.45 ' 25.38 1181.79 . 36.82 70298.49 ' 108589.25 '-38290.75 206+50 . 598.43 1.4.40 . . . . . . . 1035.73 ' 35.21 71334.23 108624.45 -37290.23 207+00 . 521.19 : 23.86 934.42' '. 104.54 72268.64 ' ' 108728.99 -36460.35- 207+50 487.30 . . • 98.07 • . S ,0 . • , ' . . 0 782.65 ' • ' 306.21: . 73051.30 109035.20 -35983.91 208+00 • 360.22 . ' . 245.47: . 0 ' S • . 580.40 ' ' 607.82. 73631.69 ' • 109643.02 -36011.32 208+50 268.26 ' ' 421.1.4 . . - S , S • , S S ' : 483.72 '.: 790.15 74115.41 . 110433.17 -36317.76 209+00 . 253.83 ' 433.54 471.48 ' , 734.40 74586.89 111167.57 . -36580.68 209+50 . '255.18 :360.97 • ., S • . S 514.87 . 553.94 . ' -75101.76 . 111721.51 . . -36619.75 210+00, • 301.52 . 240.20 433.76 ' I • .274.83 ' 35535.52 .111996.34 ' . -36460.82 '210+34.85 . 372.22, 184.32 ,•• .5 5 . S 221.23 . . 100.96 7575675 . 112097.30 -36340.56 210+50 • 416.56 175.50 • , S S 782.72 • 306.56. 76539.46 112403.86 --35864.40 211+00 55 , 428.80 155.78 ' . S 5• "' S , 749.12 283.30 77288.58 112687.17 -35398.58 211+50 • 380:72 • 150.20 5 •S S • 55 • S ' • • 674.85 .' .271.63 ' 77963.43 . 112958.80 -34995.36 • S 212+00 . 348.36 • 143.19 " , • S S S , . • S S • • 613.90 294.97 • 78577.34 113253.77 -34676.43 212+50 314.94 175.94 , 5 5 5 • S S • • 5 552.82 356.36 79130.16 ' 113610.13 34479.97 213+00' • 282.40 ' 209.41 • ' : , . . : • S , • S ' 555.72 •' , 309.69 79685.88 : 113919.82 . -34233.94 213+50 318.12 . 128.35 , ' ,' • S : . ' • S S S , • S • ' S• 1 646.12 ' 142.40 80332.00 ' 114062.22 ' -33730.22 S HEWING ENGINEERING, INC. ' 5 - '5 :,5 • • S •' • • ' -. • - S S 1947 Camino Vida Roble, Suite 108 . Carlsbad, CA. 9,2008' . (619) 431-5999 page5 • PALOMAR AIRPORT RD- UNCLASSIFIED EARTHWORK : • : Project par Thu Jan 6 14:53:55 1994 Alignment: par-cl . . ...• • • : • ••. • PRISMOIDAL VOLUME LISTING WITH CURVE CORRECTION . • • • • ..• •. • Cut. • Fill. Cat 1.0000 . Fill 1.0000 • Cut 1.0000 Fill 1.0000 • •• • • • Station • Area (sqft) Area (sqft) Volume (yds) Volume (yds) Tot Vol (yds) Tot Vol (yds) :. Mass Ordinate • 214+00 • 380.62 • 35.16 . • ,• • . • . • . . . • . •• • . 703.91 . 57.12 81035.91 • 114119.34 -33083.43 - • • 214+50 379.60 • 26.71 •• • I • • • • • . • HEWING ENGINEERING INC 1947 Camino Vida Roble Suite 108 Carlsbad CA 92008 (619) 431-5999 .. • •: - . page PALOMAR AIRPORT RD - UNCLASSIFIED EARTHWORK Project: par. . Thu Jan 6.14:54:37 1994 Alignment: par-cl ,•• . . . . .•. . PRISMOIDAL VOLUME LISTING WITH CURVE CORRECTION . . Cut - Fill Cut 1.0000 Fill 1.0000 Cut 1.0000 Fil 1.0000 . Station Area (sqft) Area (sqft) Volume (yds) Volume (yds) Tot Vol (yds). Tot Vol (yds) Mass Ordinate 223+50 . 382.79 352.56 1032.40. 372.44 1032.40 372.44 . 659.96 224+00 . 752.87 . 81.40 1836.39 . 71.24 2868.79 . 443.68 .2425.11 224+50 .1251.43 8.19 . . 2623..28 8.14 5492.07 451.82 5040.25 225+00 1588.40 1.49 •• . 3211.89 0.92 . 8703.96 452.74 8251.22 225+50 1884.66 0.00 3357.86 . 0.00 12061.82 452.74 11609.08 226+00 . 1742.75 . 0.00 2853.60 . 3.46 14915.42 456.21 14459.22 226+50 1347.59 5.61 2046.06 . 229.65 . 16961.48 . 685.85 16275.63 227+00 878.79 . 323.80 . . 1985.31 370.42 • 18946.79 1056.27 17890.53 227+50 • 1277.75 98.07 . • • . . . . 2634.22 . 60.54 21581.01 1116.80 20464.21 228+00 . 1572.29 0.00 . . . . • • 3276.45 0.00 - 24857.46 . 1116.80 23740.66 228+50 . 197388 .0.00 • . . . . . • 3442.63 • . 28300.09 1116.80 . 27183.28 229+00 . 1746.48 0.00 • 2896.61 :0.00 31196.70 . 1116.80 30079.90 229+50 1388.69 . 0.00 . . . 190.18 : . 0.00 . 31386.88 .. 1116.80 30270.08 229+53.73. 1361.84 0.00 '. . . 1912.13 • 46.87 33299.02 . 1163.67 32135.34 230+00 • 899.13 81.28 .. •. . . .• . 1836.88 . 271.33 35135.89 1435.00 33700.89 230+50 1101.88 217.48 . • . • • 2208.30 491.64 . 37344.19 1926.64 35417.55. 231+00 • 1304.41 307.41 •• . • . 2680.40 • 375.05 40024.59 2301.70 37722.89 231+50 .1620.18 107.61 • . . • . . .' . . 2665.16 98.96 • 42689.74 2400.65 40289.09 232+00 1286.42 13.33 • 2106.53 28.53 44796.27 2429.18 42367.09 232+50 1012.59 17.60 . • . . 1559.78 37.07 46356.05 . 2466.26 43889.79 233+00 • 697.50 . • 22.57 . . 1025.87 • 53.90 47381.91 2520.15 44861.76 233+50 432.64 35.97 .. . • ,• • • 593.17 :155.88 47975.08 2676.03 45299.05 234+00 225.72 142.21 . . . • . 238.17 484.68 48213.25 3160.71 .45052.54 234+50 52.34 396.38 . .• • . • : • 85.06 • . 1605.52 48298.31 4766.24 43532.07 235+00 . 39.31 1438.45 . • . . . 58.09 • 3545.49 • 48356.40 8311.73 40044.67 235+50 23.62 2408.41 •• • - . . . - • 11.72 1095.23 48368.12 .9406.96 38961.16 • 235+62.82 . • 25.35 2147.34 . ;. - . . . . • . 69.07 1928.60 48437.19 • 11335.56 37101.63 236+00 80.09 769.42 . . . . • :. • HELMING ENGINEERING INC • . : . 1947 Camino Vida Roble, Suite 108 Carlsbad, CA. 92008 . (619) 431-5999 4 ,, ,•,;.{ ..,4 - page 2 PALOMAR AIRPORT RD - UNCLASSIFIED EARTHWORK Project par Thu Jan 6 14:54:38 1994 Alignment: par-cl . . . .• . -' -: : ,. -• • . PRISMOIDAL VOLUME LISTING WITH CURVE CORRECTION Cut : Fill Cut 1.0000 Fill 1.0000 . Cut 1.0000 Fill 1.0000 . . Station Area (sqft) Area (sqft) - Volume (yds) Volume (yds) 'Tot Vol. (yds) Tot Vol (yds) Mass Ordinate, 722.70: 658.30 . 49159.89 .. 11993 85 37166 03 236+50 .832.47 68.10 ' ...' , . - 1940.35 85.31 . 51100.24 12079.16 39021.07 237+00 1279.03 .. 27.12 . : . . . . 2409.57: ',51.73 . 53509.81 . 12130.89 . 41378.92 237+50 1323.44 28.75 2304.49 215.83 55814.30.. 12346.72, 43467.58 238+00 1167.04 238.14 . '• "' . . 1940.78 : 437.65 57755.08,, 12784.37, ' 44970.71 238+50 .933.35 - 234.53 • ''- . 1709.46 ' ' 263;96 59464.54 13048.33 46416.22 ' ' 239+00 - 91,2.91 .67.37 , ." - . -,•,•, , -- - 1633.75 '- 136.84: . 61098.29 13185.17 . 47913.12 239+50 851.88 80.61 , , • . - '- , - . • - . -' - . . . - ' , - 1387.36 • 225.69 • ' , 62485.65 . 13410.85 49074.79 - 240+00 .650.96 168.47 ' - - • , • - - , • - • • 0 '. ' - - , - - 637.56 ' 380.46 , 63123;20 '13791.31 49331.89 240+50 111.94 - ', 244.80 - , , . , • , • - 0 • 91.31 - 997.98 63214.51 14789.29, - ' -• 48425.22 241+00 7.33 902.03 20.94 - 1796.93 , 63235.45 16586.22 " -- 46649.23 241+50 . . 15.82 • 1040.30 0 , •. • 0 , , ,• - -• • : - • - 5120 ,' 1230.73 ' • 63288.65 - 17816.95 . 45471.70 • 242+00 - 43.99 350.04' - ..,0, • • - -, ', , • ' - 88.96 •.; 404.84 • . 63377.61 18221.80 - •- 45155.81' • 242+50 • 52.20 109.77 - 0 ' '. • - .- : • '' - • - • , • - •- - •• • , •0, - - -.• ,,,••' • 0' • ,-,_•t• •- • ., -•. •• ,•- , HELMING ENGINEERING, INC. • , •,:, : - ' •,' : 0 -- ' ' - . .- -- ": •• •• 1947 Camino Vida Roble i Suite 108 Carlsbad CA 92008 (619) 431-5999 ,- ., , , 0 •• /77 7k'VS JUNE 22. 1993 . SURFACES INCLUDED IN THIS OUTPUT DESIGN SURFACES ORIGINAL MATERIALS /(1 DESIGN EXISTING BEG1? CO1.SThUCTION AT STATION 10-00 .00 END CONSTRUCTION AT STATION 161.50 00 rn 11 CL CL CUT FILL CUT . FILL SUM CUT SUM FILL MASS STATION ELEV AREA AREA VOLUME VOLUME VOLUME VOLUME ORDINATE (SQ.Fr.) (SQ.FT.) (CU.YD.) (CU.YD.) (CU.YD.) (CU.YD.) CU.YD.) . ., NOTE COMPACTION FACTORS ARE NOT INCLUDED . 10800.00 0 0 0 .0 . . •0 .0 .13.. :o 0 13 -13. 10850.00 . 0. . 14 . . . . . . . •• '.. . . . 37 . : 36 37 . 49 -11 10900.00 . 40. 25 0 00 73 49 110 98 12 10950.00 •. - 0 38 28 . 0 '0 . : . 0 66 65 176 ' 162; 13 11000.00. : 33 . 4 •• 0 0 0 .' 57 : . 67 232 230 . 0• 3 0 • 11050.00 •0 28 31 •. . 0 0 ' • 0 ' 67 44 300 274 26 11100 00 44 16 - 132 29 . . 432 . . 303 . . 129 . •. 11156-00 98 15 227 32 659 335 324 11200.00 0 0 147. . 19 ' ' ' •0 0 0 0 '0 327 . 4 . 986 . • 369 . •, 617 . 11250.00 . 207 0 •• 0, .0 18 ..•.• 0• 0 0 • 0 0 413 32 . . . 1399 . 401 .' . 998 0 11300.00 0 240 17 . . 0 ,• 0 -. 0 - 0 441 34 . . 1841 . . 435 . 1405 . . 11350.00 . 0 237 19 . . 0 0 0 0 •,:. . 0 0 0 0 0 429 34 . 2270 •. . . 470 . . . 1800 11400.00 . .. . . 227 . -.• 18 • 0 0 0 0 0 0 0 0 •. 408 . 31 . . 2678 500. 2177 O 11450.00 . . 214 . . 15 . 0 0 •• 0 361 27 3039 528 2511 O 11500.00 • '-. . 176 -14 0 • • 0• - 0 0• • 0 0 • • 0 - , • ' •O 0 • . :294 . . • 23 . • 3333 '. • 550 : 2783 • O • 11550.00 ' • 0 , • 142.......; .10 ' ' 0• 0, 0 0 , 0 • 0 • O 0 ' • .0 0 0 0 • 216 0 20 0 35490 .: 570 . .. 2979 O •• 11600.00 . • • . 91 11 ' ' 0 •• 0 • 0 , 00 . 0 • 0 0 0 0 0 • 0 0 : • 153 050 0 0 • 3702 0 620 . ... 3081 • • • • 0 ' 0 11650.00 •- 0 • 00 , , 75 . 43 •• 0 0 '0 , 0 0 0 ', 0 • 0 , , 120 •• • 106 • ' • 3821 ' • .. 726 .0 3095 : 0 0 1170000 . ' 4 0 71 0 - 0 - 0 0 • 0 • 0 O 0 • 0 0 ' • ' 88 . 159 - 3910 : • ' 885 - 0 , 3025 • • - ' .11750.00 . - . • 41 • . 101 0Oo 0 • 0 • - • 0 - O 7 0 . - • ' 0 • 70 0 0 204 - - 3979 .1089 - • 2891 O ' 11800.00 • I • . . . 34 - 0 120 0 0 - 0 : . • ' • 70 ' -. 224 0 - 4049 ' 1312 0 11850.00 41- 122 • , 0 0 - 0 • 0 • 00 - • • ' • - - ' . - 215 , 00 .4128 1528 .. • - 2601 • 0 0 ,0•, • 11900.00 - 450 111 • 80 0 0 - - ' 213 , 0 4208 • . • . 1741 0 • - 2468 11950.00 • . - . 41 -. 119 - 0 0 0 • • 0 : . 0 ' • PAGE JUNE 22, 1993 SURFACES INCLUDED IN TillS OUTPUT DESIGN SURFACES ORIGINAL MATERIALS ' DESIGN EXISTING BEGIN CONSTRUCTION AT STATION 108-00.00 END CONSTRUCTION AT STATION 161-50-00 CL CL CUT FILL CUT FILL ' SUM 'CUT ' '. SUM FILL STATION ELEv AREA . AREA . '. VOLUME VOLUME. VOLUME . '. VOLUME •. ' ORDINATE '• (SQ.F7.) (SQ.FF.) (CU.YD.) .' (CU.YD.) (CU.YD.) (CU.YD.) ' (CU.YD.) . NOTE: COMPACTION FACTORS ARE NOT INCLUDED ------------ 15500-00 89 6 "' . " , ' 169.: ., . 14 . 24929 7982' 16947 15550.00 . : . . 93 " 8 ' . . . '.. : :. 86 16 25014 7998 17017 15600.00 . . .0' . 9 - .' . 45 20 ' 25060 : 8018 . 17042 15650.00 ' 49 .. 13' . . .. . . . S. •, . ' . . . S ' ." ' : 83 . . 36 . 25143. '' 8054 .. 17089'' - 15700.00 . 41 . ' . 26 ., " . . . ' . . . . . . . .. . 73 39 25215 8093 17122 15750.00 . ' ' .- 38. ... 16 ' . '• . , . . . . . . - ... "S •, ' 35 , 31 ' '. 25250 '. 8124' .. 17126 . 15800.60 , ..... . . ' 17 •, . . •• •. . "- . ' . . : , . -S ... .. , 0 29 25250 8153 17098 15850-60 o 14 O 25 25250 8178 17073 15900.00 . . ' . . . . . . . Q . . 13 . . . - • ,, . . S. • • .'• ' : 59 ' 25 • 25309 .. 8202 • : ', 17107 • • 15950.00 ' . . • - 64 ' .1,4 . ', , • . . . . , 130 " • 27 , 25440 ' '. • 8229 ' • .'. 17210 ... . 16000.00 '. . • • • '78 • . 16 , . . • . , . ' . . - • , . . .11 151 • '' - 24 - . 25591 :8254 . 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