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HomeMy WebLinkAboutSanitary Sewer Line 10/15/03 16:37 /Y979 846 8252 KI.ING ENGINEERIN COCS MORGAN ETAL Z002 PROJECT: GATEWAY PHASE 2 - GATEWAY VILLAS 08-OCT-2003' 8" & 6" SANITARY SEWER LINE Revised 15-OCT-2003 Notes: Cuts are calculated to Flowline of Pipe Off-sets are given(LFT or RD in the direction of increasing stationing 0/S PT# STATION DESCRIPTION HUB ELEV. FL CUT/FILL 8 SS;LINE A 10' LFT 7200 STA 0+00 INSTALL SSMH#1 (FL IN) 262.73 257.40 5.33 CUT 1()'LFT. 72:03 STA 2105.59,. NSTALL SSMH#2.(FL c UT) . .268 05 ' 259.05 W, 9.00 iCUT 10'LFT 7203 STA 2+05.59 INSTALL SSMH#2(FL IN) 268.05 259.15 8.90 CUT 10'LFT.: 4 7204: :STF 3;05.59: SS LINE. 267.76 259:65 <8 11 .;:CUT 10'LFT 7205 STA 4+05.59 SS LINE 268.26 260.15 8.11 CUT 1:0"LFT 7206 ,5TAi 4+11:4 ; NSTALL 5SMH/t3(FI.:OUT) .. 26$70 260,18 $52 .<CUT 10' LFT 7206 STA 4+11.45 INSTALL SSMH#3(FL IN) 268.70 260.28 8.42 CUT 10":L,(✓T 7207 STA 5+05.5 ' .. . ,''. .8$LINE . . ! 271 33 260.755. .. ':'10.58 " CUT 10'LFT 7208 STA 5+77.96 NSTALL SSMH#4(FL OUT) 271.41 261.11 10.30 CUT 10'.LFT... . . : 7208 STA 5+77,96: INSTALL:$SMI- #4(FL IN) 271 41 265;17 6.24 :CUT 6"SS LINE'B' 10'RT 7209, STA a+00 NSTALL SSMH#2(FL OUT) 272.15 259.05 . . 13.10. .,';CUT. 10'RT 7209 STA 0+00 INSTALL SSMH#2(FL IN) 272.15 262.13 10.02 CUT 10'RT 72:15 ST:Ai 1 X9.43; &ABL SS SVC 27 2.75. :: 263.49 7.9.27. .;CUT 10' RT 7222 STA 3+20.57 NSTALL SSMH#5(FL OUT,, 272.63 264.70 7.93 CUT 1 'RT X222 8TA3+20.57: INSTALL SSMH-#5(FL IN) 272.63 264.80 ;;.7,83 C.UT 10' RT 7224 STA 4+53.26 6"DBL SS Svc 272.39 265.86 6.53 CUT NSTALL SSMH#6(FLOUT) 274.08 267.73 6 35 ';:CUT 10'RT 7229 STA 6+86.82 INSTALL SSMH#6 FL IN) 274.12 267.83 6.29 CUT 10'RT 7282 STA B+0.: 8 6"DBL SS SVC . .274 79 268.:75 . . .i fi 04 CUT 10'RT 7235 STA 9+67.78 NSTALL SSMH#7(FL OUT) 276.39 270.07 6.32 CUT REVISED. 6"SS LINE'C' RE1/ISED 110.`LFT.. 7236. STA 0+D0 INSTALL SSMH#3(FLAN) 273.65 2.60.85 12.80 CUT 10`LFT : 7242 . STA 1+65:81 6„DBL SS SVC 273.33 262.86 10:47:....:CUT. 4 0'LFT. `=7252 sTA 4+50- NSTALL SSM,#8(FL O:UT) 273.64 266.32 ,7132 ;CUT :: 7252 STA 4+50.._. INSTALLS fu1H#8(FL IN) 273.64 266 42 7 22 'GUT 10:`LFT 7.255 STA 5+68:68 2 6 QB!5S SVG I 274.64. 267.78. 6.86:-CUT;-:, G".SS LINE:'0' 10' LFT 7256 STA 0+00 INSTALL SSMH#4(FL IN) 273.72 265.17 8.55 CUT 10'LFT 7262 S.TA 1+42.26. 6.DBL SS SVC 274 89 .256 31 6 58 :;CUT. ':: 10'LFT 7267 STA 3+09.19 NSTALL SSMH#9(FL OUT. 275.20 267.65 7.55 CUT 10'LFT 7267 : STA3+09.19 INSTALLSSMH#9(FL IN) 275.20 267175. 7.45 ?CUT 10'LFT 7273 STA 4+87.37 6"DBL SS SVC 276.56 269.18 7.38 CUT '10'LFT 72:77 ...STA 6+30.66 NSTALL SSMH#10(Fly OUT 277.24 <` ' 270.32 6.92 'CUT ' CF �< 7 i o ��\ 7ir/(2.f.t�,/ , Vr-p- .. r;., ,ee KLING ENGINEERING&SURVEYING