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fl t - ' r... 40 � - £ . 70 X : " <br /> �� , r _ <br /> 7 ......... - C °' "".» ' 4 + 's. ... x r 3 .E - r+. ,, '7�.> z ^ ' ;,_%' ' <br /> EC:.MF731 - LE K 0 - IR•VGs(1111PR MO 2 <br /> 1 r PVC (14' -162 LP 175 6.00 0 0.00 4= 2432.00 <br /> 2 r PVC (16.18 LF 500 10.0 0 0.00 247 2.47460 <br /> 3 F PVC (1r-203 IF 50 1100 0 0.00 50 550.00 <br /> • r PVC (20' -r) LF 75 11.00 0 0.00 75 05.00 <br /> 3 r Pvc ar - 24) IS 163 1103 0 0.00 164 1104.00 <br /> 6 ;a' LF n 1100 0 0.00 32 384.00 <br /> 7 CRANULAR FOUNDATION (CV) CY 500 2.00 0 0.00 60 120.00 <br /> 1 4r DIAMETER MANHOLE EA 6 63100 0 0.00 6 145203 <br /> 9 MAVHCLE ESf.4 DEPTH ( >81 1S an 20.40 0 0.00 10 11M.x <br /> 10 CONNECT TO EXISTING SEWER EA 1 50.5 0 0.00 1 100.60 <br /> 11 1' t 4' SERV10E WYES U 16 35.0 0 0.60 16 40060 <br /> l2 DENST Y Ter EA 21 15.0 0 0.00 0 000 <br /> 13 PROCTOR TEST EA 2 20.00 0 0.5 0 0I0 <br /> 14 CONN- TO ESRTING WA1UMADN EA 1 150.00 0 0.0 1 110.0 <br /> 13 E rvc WATEAMAIN IS 1011 4.00 0 0.00 1620 ',060.00 <br /> 16 HYDRANT W/ VALVE EA 3 740.60 a 0.03 3 1X0.0 <br /> 17 6' VALVE EA 1 M5 0 0.00 1 250.5 <br /> 16 PTSNL'.5 IES Imo 1.60 0 0.00 7913 790.00 <br /> l9 t' SERVICE CONNECT EA 16 50.0 0 0.30 16 70000 <br /> 20 1 SERVICE PRE IF 415 2.00 a 0.30 547 1.394.06 <br /> 21 2• INSLLAIICN SF 32 1.0 0 0.3) 43 415 <br /> n GRANULAR POUNDATION (C/) CY 400 1.0 0 0.00 a 0.00 <br /> 13 DENSITY TEST EA 10 11.00 0 0.5 0 13.120 <br /> 24 PRCCTCR TEST EA 2 20.0 0 0.00 0 0.m <br /> 25 30• RCP IF 390 00.0 0 0.0 346 6.33100 <br /> 25 30' ENO SECTION EA 2 25.0 0 0.00 2 70.03 <br /> 27 5o' DIAMETER MANHOLE E4 1 500.0 0 0.03 3 130503 <br /> 2s RIP LAP, cr.Ass ro TN 24 0..x ..S 2A00 29.s 444.30 <br /> 29 30. SEND 45 DECREES PA 1 40.0 0 0.50 1 40.30 <br /> 30 DENSITY TESL EA 1 1100 04 510.00 34 . 510.30 <br /> 31 PROCTOR TEST EA 2 20.0 2 40.00 2 40.00 <br /> 32 GEC EXTILS PAJR ;C Sy 430 440 a 0.00 600 1.64000 <br /> 33 SELECT GRANULAR SORROW (CV) CY 2415 1.00 0 6.00 2000 2.00.0 <br /> 14 CLASS 5 AGGREGATE SASE IN 1360 am 0 0.0 1271 24410 <br /> 35 BASE COURSE. =It TYPE ME 174 521 9.00 0 0.00 3 Z4 19 l u. CC <br /> 36 WEA• COURSE. n31 TYPE 411 TN 321 MCC 0 0.00 3z0 . 3Z.CtA co <br /> 37 31173MLNO(S TACK COAT CAL. 166 0.50 0 0.03 hoe • 4*. EC, CO <br /> 34 4' DRAIN 111E 12 2100 0.75 0 0.03 2000 1440.60 <br /> 39 caNNEcr EXISTING OIUUN ME 0.A 2 11.00 0 0.00 2 30.03 <br /> 40 SURMOUNTABLE CONC. CURB A GUTTER 1F 2120 7_0 a 0.03 743T2 4.111 m <br /> at r CONCRETE SIDEWALK SF 4423 1.0 0 0.00 44ZC :3C 41/4 44ZC. <br /> 42 SLBGRADE PROCTOR TEST EA 2 40.00 0 • 0.00 I 40.0 <br /> 43 SUBGRADE DENSITY TEST EA 10 11.60 0 0.0 6 90.0 <br /> 44 CLASS 1 GRADATION TEST EA 1 60.00 a 0.00 0 0.5 <br /> 45 CLASS S DEVSM TEST EA l0 13.60 0 0.03 0 0.m <br /> 44 CLASS S PROCTOR TEST • EA 2 40.00 0 10 0 0.m <br /> 47 CCNCRE:P. AIR EN'IRADIMIIVr TEST EA 4 20.00 0 0.00 1 W'.03 <br /> 48 CONCRETE SLUMP TEST EA a 740 0 0.00 1 *CO <br /> 49 CONCRETE CYUNDER (SET Of 3) EA 4 75.0 0 0.00 1 75.30 <br /> 50 9CR'MINCVS EXTRACTION TEST EA I 1x1.0 0 0.00 0 0.m <br /> 51 ern miNGUS GRADATION TEST EA 1 123.0 0 0.0 0 0.03 <br /> 52 61 '..UNCUS cons DENST' 7557 EA 3 1540 0 0.0 0 0.50 <br /> 53 BTII3MINCU3 AIR VOIDS TEST G 3 90.00 0 0.0 0 0.0 <br /> 54 SILT FENCE LP W0 040 0 0.03 0 0.0 <br /> 26004210.XIS Pip 3 260.0c40 <br /> 600 ' DNI ')n3E11311 LLOC9SPtS9T'NI TP:ST AELL 88'9t'tt <br />