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2000-04-26
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2000-04-26
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12/21/2009 1:23:02 PM
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. <br /> • <br /> . <br /> zrxm l;Jl . r i r „37`9' K ``, 4" . i a x„ ''1' . s f • t <br /> L NO:"i v C w 4 . , t R7C![OHv i , �y C iw1R ° .. ; "' 4 R >a" P. <br /> '„sew x . <br /> 4 IA' RCP. CL 111 LF 21 24.00 0 0.00 31 744,00 <br /> 5 21' RCP. CL 111 LP 140 27.00 0 0.00 133 4,131.00 <br /> 6 1(' RCP F.E.S.. CL III EA 1 425.00 0 0.00 I 425.00 <br /> 7 12' RCP F.E.S., CL 111 (SEE 117) EA 2 375.00 0 0.00 1 315.00 <br /> 0 Sr SPAN RCP, CL III LP 2264 100.00 0 0.00 226.5 22.670.00 <br /> 9 16' RCP SPAN F.ES., CL 111 EA 2 1,000.00 0 0.00 2 2,000.00 <br /> It 48' STORM SEWER MANHOLE EA 3 500.00 0 0.00 3 ),70000 <br /> II STANDARD CATCH BASIN EA 1 600.00 0 0.00 6 6.400.00 <br /> 12 RIP MP (CL ID CY 110 33.00 0 0.00 107 3,745.03 <br /> 13 RIP RAP (CL ED CY 35 30.W 0 0.00 08 2,940.00 <br /> 14 GRANULAR FOUNDATION (CV) CY 400 5.03 0 0.00 398 1,990.80 <br /> 15 BAFFLED WEIR LS 1 1,200.00 0 0.00 1 1,211003 <br /> 16 IN -PLACE DENSITY EA 6 30.80 0 0.00 3 90.00 <br /> 17 DIFFUSER (CHANGE FROM 17) EA 1 500.00 0 0.00 1 100.00 <br /> T SCHEDULE 3.0 STORM DRAINAGE-TOTAL ROO 67.399.00 <br /> SQFFOIT E. 4 0 - c1497R CON$PRLR'ITO. <br /> 1 REMOVE EMT. BIT, PAVEMENT 5Y 2400 2.25 0 0.00 2400 5.400.00 <br /> 2 SALVAGE GUARD Mit, LS 300 200.00 0 0.00 1 200.00 <br /> 3 SUBGRADE PREPARATION RDSTA 31.1 91.00 0 0.00 381 37.3311.00 <br /> 4 GEOTEXTTLE FABVC 5Y 16500 0.30 0 0.00 16435 14.79130 <br /> 5 SELECT GRANULAR BORROW (CV) CY 9400 2.50 0 0.00 9400 21.500.00 <br /> 6 CLASS 5 AGGREGATE BASE 174 5710 5.33 0 0.00 4826.24 25.723.16 <br /> 7 BIT. TYPE 31 BASE COURSE TN 1570 I6,0 0 0.00 1749.07 321536 <br /> 5 BIT. TYPE 4; WEAR COURSE TN 1310 20.70 0 0.00 1371.17 512112 <br /> 9 BITUMINOUS TACK COAT GAL 700 1.20 0 0.00 700 140.00 <br /> 10 SURMOUNTABLE CONC. C & G LP 7510 4.10 0 0.00 7761 37,152.50 <br /> 11 CONCRETE VALLEY GUTTER 5P 273 3.50 0 0.011 180 630.00 <br /> 12 TRIANGULAR YALLFYGUITFR EA 2 600.00 0 0.00 2 1100.00 <br /> 13 4' PERFORATED DRAIN TILE LF 1070 1.25 0 0.03 8070 10,0E7.50 <br /> 14 STOP SIGN EA 5 100.00 0 0.00 5 503.00 <br /> IS 4' CONCRETE SIDEWALK SF 11403 1.70 0 0.00 2853 415330 <br /> 16 6' CONCRETE SIDEWALK SF 1280 2.20 0 0.00 10 176.00 <br /> 17 PEDESTRIAN RAMPS EA 5 130.00 0 0.00 2 250.03 <br /> 11 SUBGRADE IN -PLACE DENSITY EA 16 30.00 0 0.00 11 330.03 <br /> 19 SUBGRADE PROCTOR EA 1 80.00 0 0.00 1 60.00 <br /> 70 CLASS 5 GRADATION EA 3 60.00 0 0.00 3 240.00 <br /> 21 CLASS S PROCTOR EA 1 60.00 0 0.00 1 80. W <br /> 22 CLASS 3 IN -PLACE DENSITY EA 6 30.00 0 0.00 1 240. <br /> 33 CONCR674 CYLINDER (1 EA.) LA N. 140.00 0 0.00 4 644.00 <br /> 24 BIT. EXTRACTION & GRADATION EA 14 2255.00 0 0.00 0 0.80 <br /> 25 BIT. AIR VOMS EA l4 110.00 0 0.00 0 0.00 <br /> T SC23EDULE 4.0 5711E67 CONSTRUCJION -TOTAL 0.00 225,326.64 <br /> 95'091317 R 60 STIR WODII 4,91 MARY <br /> I CLEAR & GRUB AC 2 2400.00 0 0.00 2 5,600.00 <br /> 2 COMMON EXCAVATION CY 19166 1.25 0 0.03 19160 111.450.00 <br /> 3 SILT FENCE IS 2915 1.40 0 0.00 1649 2115.60 <br /> 4 SEEDING AC 17.1 400.13 0 0.00 17.5 7,003.00 <br /> 3 BALE CHECKS EA 20 1.00 o 0.00 0 0.00 <br /> 6 AMERICAN LINDEN, 1' CAL. BR EA • 15 67.00 0 0.00 15 97.00 <br /> 7 NIOBE WEEPING WILLOW. I' CAL, BR EA 12 65.00 0 0.00 IS 975.00 <br /> 8 RED MAPLE. I' CAL BR E4 7 63.03 0 0.00 7 453.00 <br /> T SCREDLTS 5.0 SITE WORK AND GRADWCrTOTAL 0.00 129,043.60 <br /> 2400 No 2 2634147.30 <br /> C002 'DMI 'XI39B32I LLOC9ZPTS91 Ivd TP :ST IIBJI 88.91'ZT <br />
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