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JLM -22 -1998 1618 P.04 <br /> �Fi$ yn4 .q HI M <br /> SCBZDULi' 3.0 MEW DRAINAGE <br /> 1 REMOVE 13' ChIP CULVERT LF 100 5100 w.m am <br /> 2 SALVAOB AND INSTALL IF RCP LF M 15.00 am am <br /> 3 SALVAGE AND INSTALL ^1' RCP LP 70 15.00 w.w w.m <br /> 3 IS' CM? APRON BA 4 100.00 Ga.w Wm <br /> a IT CMP CULVERT LF 100 MOD wm 01% <br /> 4 18' CMPA RON EA 2 125.00 w.m Wm <br /> 5 I8' CIA? C(."LVERT LF 3a 11.00 Wm Wm <br /> 6 IS• RCP LF 20 18.00 am M. <br /> T SCHEDUIi'.'. 3.0 STORM DRAINAGE -TOTAL W.m am <br /> .Ill Tff F e.0 WLTP2MA)N <br /> 1 CONNECT TO EXISTING WATERMAIN EA 1 33090 se.w am <br /> 2 6' PVC WATzRMALY LF r40 16.00 woo Wm <br /> 3 8' PVC WATERMAIN LF 920 1" w.m am <br /> a 12" PVC W : [.F 3320 16.90 w.m am <br /> S JACK BORE 8' PVC WATERMAIN LF 330 96,00 mm lam <br /> 6 JACK GORY. I- PVC WATB]U4AIN LF 90 105,00 w.m W.m <br /> 7 INSTALL J'.' WM THROUGH EXISTING CASING EA 7 1.SMM woo am <br /> 8 HYDRANT '91 VALVE FA I 1,8E000 W.w Gam <br /> 9 S' VALVE EA 20 315.00 to am <br /> 10 I2" V.ALVV EA S 11AS.00 w,w Gum <br /> it FITTINGS 1,35 12500 0.95 am am <br /> 12 2' INSULA•ITON SF 64 1.30 Mm am <br /> 13 ORANULAA FOUNDATION CY 20M 17.00 w.m Mw <br /> 14 GRANULAR BEDDING CY 2000 8.00 Mw am <br /> 15 LOCATE GAS MAIN EA S :6000 am am <br /> 16 STANDARD PROCTOR PA i MOD MOD so.w <br /> 17 IM I`ENSJTY EA 40 50.077 am am <br /> T SCHEDULE' 4.0 WAT'ELMAIN- TOTAL am w.m <br /> 1 CORK CONNECT TO EXISTING MH EA 1 320.00 am sow <br /> 2 8' PVC SAJ:JTARY SEWER (10 - -12 -DEEP) LF 300 14.03 $0.m woo <br /> 3 8'PVC Wn ARY SEWER (L'•14' DEEP; LF 600 15.50 am am <br /> a 8" PVC SANITARY SEWER (14'.16' DEEP) LF 1 200 IM 254 413,w4m 73 Weswm <br /> 5 8' PVC SANC•ARY SEWER (16' DEEP) LF 1000 23.00 39 Mm 39 ssw.m <br /> 6 SAN(TAAY a4A NMEZ 136 C DEEP) EA JC 1.130 -3 1 13,m,m 3 ss,ma.w <br /> . EX•TER,NAL MANHOLE SEAL EA 11 200.00 $a.m am <br /> 3 MANHOLE :T„X DEPTH I >8'DEEP) LP 100 76.00 20 G:.smm it Swm <br /> 9 8'FYC FOR ZEMAIN LF 2400 6.40 mm Mm <br /> 10 LIPT S AT; IS I 52.80D.W 0,3 410.3ww 0.2 413 <br /> 1I a x6'WVs EA J8 S2.00 w.m w•w <br /> 12 6' SAN.^TAP Y SEWER SERVICE Lp 620 10.20 w am <br /> IS SANITARY'ERVICE CLEA.NOUT PrA 10 140.90 am W.m <br /> 14 JACK SORE 6' PVC SANITARY SEWER SERVICE LF 400 9000 Ww Mw <br /> IS JACK BCRE V PVC SANITARY SEWER LF 100 90.00 w N,Jm.m W 4"smm <br /> 16 JACK BORE d' PVC FOACEMAIN LP :00 90.00 ' Mm am <br /> 17 FTCITNOS LES 1000 1100 am am <br /> 19 2' INSULAI'CN S° 64 130 Mm Wm <br /> 19 GRANULIF. FOUNDATION CY 2000 '. -,00 w.m am <br /> 20 CRANULAF. BEDDING CY 2000 S.DO in ssm.m 140 st.3w.w <br /> 21 LOCATE FORCEMAIN EA S 213.00 am aw <br /> 22 STANDARD PROCTOR EA 1 100-D SEW MM <br /> 23 IN-PLACE DENSITY FA SO 30.00 w.w wm <br /> T SCHEDULE 5.0 SAJITTARY SEWER -TOTAL iss.ct4,m W6.tA3.m <br /> AITERNATF R .CCs» rm G+Arvree•LMPRO <br /> SCADAITELc IMPROVEMEM1y LS 1 36,456.00 SD.m wm <br /> .: p," d6ow n PACE 2 <br />