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-..'.’L r I'- •• . . V.;.'TSSW <br />■'^?r,''., <br />‘^W< - <br />v^‘>- <br />*♦ <br />rfe^^'<}V< <br />m ■■ <br />Rut A • Sanirsrv % <br />1 8* PVQ W-12* dp. in pL <br />i^v' <br />m' <br />p?' <br />fe'iiv:Pi!*!-:' <br />2 «• FVC U’-14’ dp. in pL <br />3 r PVQ 14'- 16' dp. in pL <br />4 8" PVC, 16’-18’ u pL <br />5 V PVC; 18’- 20’ dp. in pL <br />|||m;; , 6 fr PVC sewer service line <br />7 &d. 4* dan. manhole 8’ dp. w/1642B <br />citf, in place% <br />8 Manhole depth greater than 8* deep <br />K'-' 9 8* X 6^ wye branch <br />^ Ok into existing 8* VCP <br />p It Mcchifikal trenefa <br />^ 22 loqirovcd pipe fbundaiioa per 6” depth <br />S3® <br />iacrement in place <br />5-'13 Television inspection <br />pf ■ i;i;Teul Part A - Sanitary Sewer <br />mMP^'vlfH i Part B . Waref Main <br />■' <br />8* DIP. Clatt 52 water main <br />>f|^V 15 9T DIP, Class 52 water main <br />#;-v- <br />V 16 12* DIP, Class 52 water main <br />feii- <br />%17 tP resaCent wedge GV and box <br />^ r,-, r. <br />18 8^ resilient wedge G V and box <br />|p^l9 1^ resilient wedge GV and box <br />^> 20 5” valve hydrant <br />21 Conne ct to exisL water line (wet tap) <br />22 Connect to exisL water line (cut in) <br />CX nttings <br />^24 Mechanical trench compaction <br />I 29 Improved pipe fbundatioi <br />depth increments in place <br />p 26 Clear and grub trees <br />tefe T6tal Part B - Water Main <br />H muifp <br />m <br />RP-1 <br />Uq U <br />CoolnKt <br />QiiAoUty <br />Unil <br />Prtcc <br />QiMsUty <br />Ta Data <br />AJMiial <br />To Dalo <br />LF 40 15.00 87 L305.00 <br />LP 200 15.00 250 3,750.00 <br />LF 200 15.00 200 3,000.00 <br />LF 260 15.00 200 3,000.00 <br />LF 60 25.00 20 500.00 <br />LF 60 10.00 60 600iX) <br />EA 3 995.00 3 2^J0Q <br />LF 23 58.00 215 L247.00 <br />EA 2 50.00 2 100.00 <br />EA 1 300.00 1 300iX) <br />LF 820 0.65 817 53L05 <br />LF 750 1.00 757 757.00 <br />LF 760 1.00 <br />$18,075.05 <br />LF 50 15.60 30 4684X) <br />LF 875 15.60 840 13,104.00 <br />LF 580 20.85 575 11,988.75 <br />EA 2 340.00 2 680i» <br />EA 7 440.00 5 2,200.00 <br />EA 2 795.00 2 1490.00 <br />EA 2 L100.00 2 2400.00 <br />EA 1 1,440.00 <br />EA 1 300.00 1 300.00 <br />LB 4,500 0.85 <br />n <br />4,495 3420.7." <br />LF 1410 020 L445 289.00 <br />LF 300 <br />% <br />0.80 300 240.00 <br />EA 15 85.00 27 ■y 90^ nn <br />$39,17530 <br />5! <br />■1 <br />x-'j <br />J <br />i^**'*-"^* _________________