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s i h r nnw r - m 7 s <br /> Pnn �'" v a y ar <br /> ..9aA <br /> , r Yx VIII E�M a �r n�' � it YVY•uA• r rn 1� ; <br /> � 1 i � � r'^ P -� <br /> �51 Nnr �P�Yy .9 3 r n <br /> ... Wa .�- 4 w u..S;Ar "w I'� 4 P.L.', ,R�% I r \ a�5. <br /> RCSteern P r.0 Arrtnnr4srcr5 rA an rnNrnr *rnrrN <br /> I svOGRACS PRITARATION MWA 4 31woo O,m RJ,m o.:0 50,0 <br /> E AGGREGATE BASE, CLAM 5 -014 ITS 59.50 0.00 w w O.m $am <br /> 3 TYPE 41 SIT MDI IJRE FOR PATHS ON 15 5:3.00 Ow fC_0q 0.30 30.00 <br /> T SCHEDULE 3.0 AMT MOCSO LCON3TRUCT:ON -TOTAL ULM Sa,W <br /> efRP My A5 i nOV ;Vt-R rf)NC rrfT <br /> I RISIOVE 51'CMP LP 40 $3.4 0.00 $0 DD O..0 $0,00 <br /> 2 15 CMP LF M $1560 0.00 SIM Ctu SEW <br /> 3 15' RCP, CL V LF 210 770.17 0.00 50.70 0.00 311m <br /> 4 18' RCP, CL III LF 35 .Slaw 1100 50.00 0:70 moo <br /> 5 1l' RCP, CL in LP 36S $24,30 0.00 $0,00 ox SO.m <br /> I 24'RCP,0 ID LP 240 SI&M O.W SO.m 0.00 moo <br /> T 30' RCP. CL M LP 350 377.40 Q00 50.00 O.:r, am <br /> B 24' X 35' CATCH BASIN EA 7 8310,m O,m 30:]0 00 50.00 <br /> 9 STANDARDSTORM MANHOLE EA 3 Sl.:'Gm am 50.00 0.30 50.00 <br /> D 54' DIAMETER ATOAM MAN44CL6 EA 1 SAW.0 01% SO:XS a:SD 3mw <br /> 11 24' RCP APRON W! TRASH CLARD EA 1 S673.w a.W SO.m 0.0a 30.00 <br /> it 20' ACP APRON WJ TRAPJS GUARD 2A l 5993.00 0.00 30.00 Cm $0.00 <br /> 13 LI' ACP 3ArE APRON EA 2 $433.00 0.00 50.00 am 10.00 <br /> I4 RIP RAP, CL H[ TON 6 SSOm 0.0 W.m 0.00 Sow <br /> I: 20:1 Y:ORM SEWER SUPORADE TAPER LF 070 $6,00 O.w SO,w OM Imm <br /> 16 CONCRETE CATCM RAIN COL' -AR RA " 510.00 0(0 MO w 0.30 SD.w <br /> 17 CONCRETE4[ANNDLE COLLAR rA 3 SW C.W 30:X1 0 -M 30.00 <br /> IS STANDARD PROCTOR EA 3 $15.w Qw 10.00 0.07 sow <br /> 19 IN-PLACEDENSITY EA IS 6W.W mw 50.70 OM $O.m <br /> T Scl=''LE 4.0 STOR.VL EERIER CONETRL'C:TON - TOTAL 30:00 sow <br /> srFnI!r!IIn155 WATAAM1N CnNg7==nN <br /> I CONNECTTO EAISTLNO WATE- AIN E.A 1 $M.W O.W W.m 0. Td SOW <br /> 1 6' PVC WArSPMAJN LF 460 514,20 41000 56118.00 4A0.00 56,148,0 <br /> 2 9 PVC WAT RMAN LF 190 III&= I,Rm.m 5]0.710.00 S.SC(I:30 W"750w <br /> 3 1'_' PVC W'ATERMAS4 LF 965 S:4.m 000 50.00 O.Ou So <br /> 4 FTPNNG3 LAS 41w SI Tj Imo 3R16,W 530:-0 5355.0 <br /> 3 UYDRANT'N /GV Ca 5 51w0.w 5m 51 O.U.C.W 5.0 £I^.,U.'O.ID <br /> 6 6' GATE VALVE RA I =Lclo 1.00 5473.00 i.)a $41.0 <br /> 7 I'OATEVALVE EA S 5370,00 4.m 32290.W a,9p 5:,Mco <br /> 8 12' VALVE EA 2 5]07.00 am 50.X1 C.00 so 01 <br /> 9 VALVE ROD EXTENSION EA 11 393.0 0 $9.30 O.W W.W <br /> 10 1 SFP.VCE CONNECI'ON W.' CURB MR EA d3 allmM 10.00 53,OW.W 10.00 53,000,'X <br /> 11 I' COPFFIl E� YCE?ME LF :053 $3.10 Mm S2140,00 510.03 T1 "613 W <br /> :2 CIRE=, ICNAL BOAC 1' CDPPEX SERVICE P LF 400 Moo 0.00 $0.70 0.77 $0 W <br /> 13 IACI: -ECRE 18' S TEEL CASINO PTE LF 50 siz.w mw $0.50 0.00 50.00 <br /> A GRANULAR POUNDA7ION65ATERiAL CY 000 30.01 :W.W $'.W 190.M $Lm <br /> :5 GRANULAR I EDDNC MATERIAL _, 600 $0101 0.0 500 0.00 $0.00 <br /> ;6 STANDARD PROCTOR .A 5 353.0 2.00 $170.00 2.'79 $170.m <br /> N.PLVCE DENSITY EA 23 sm.w 5m S1m.W 3100 S=cu <br /> T SCHEDULE 5.0 WATERMAIN CONSTRUCTION -TOTAL 355.600.:0 S30. <br /> T ?.'60'1 �T:h� �6E -OT -135 <br />