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SAWING EXISTING PAVEMENT <br />Station <br />EROSION CONTROL SUMMARY <br />Type <br />Casting <br />Elev. <br />Dist. <br />EIev. <br />Depth <br />Size <br />Length <br />SOD 8 <br />Str.-Str <br />I-2 <br />Star Location <br />I.a.1- <br />3-H <br />EROSION <br />Silt Erosion <br />3.17' <br />12" <br />42' <br />1.00% <br />NIAT Riprap <br />Fence Bales <br />83+89 <br />80+00 CL <br />32 <br />Location <br />S.Y. C.Y. <br />L.F. Each <br />15" <br />5+74'E' CL . <br />32 <br />I-2 t ischarge <br />18" Apron <br />Endwall <br />106+75 <br />32'RT <br />86+7S CL <br />100 <br />Sta. 6+55'E' RT <br />16 <br />18" <br />26' <br />9+32'A' CIL <br />22 <br />Sta. 6+80'E' LT <br />106+75 <br />30 <br />10+7S'A' CL <br />22 <br />Sta. 80+25 LT <br />5 <br />17' <br />1.00% <br />9+56'H' CL <br />40 <br />Sta. 80+25 RT <br />CL <br />35 <br />876.93 <br />9+56'Y' CL <br />40 <br />Sta. 83+00 RT <br />260' <br />40 <br />MH -2 to -Discharge <br />125+35 46'LT <br />32 <br />Sta. 83+20 LT <br />18 <br />--- <br />875.64 <br />127+26 46'LT <br />40 <br />Sta. 83+50 RT <br />1.00% <br />40 <br />12" Stub <br />128+0 62'RT <br />.30 <br />Sta. 83+75 LT <br />18 <br />875.64 <br />--- <br />130+60 CL <br />110 <br />Sta. 102+00 to 106+00 RT <br />30 <br />MH -3 <br />109+70 <br />CL <br />Sta. 102+50 LT <br />A <br />872.80 <br />6.70' <br />36" <br />295' <br />Sta. 102+50 RT <br />W-3 to MH -2 <br />45 <br />112+20 <br />EARTHWORK SUMMARY <br />1-J <br />Sta. 104+50 LT <br />10 <br />7.28' <br />30" <br />250' <br />1.00% <br />Sta. 106+75 RT <br />12" Stub <br />60 <br />l7'LT <br />Uncl Fill Waste <br />Sta. 130+72 RT <br />--- <br />40 <br />17' <br />Station to Station <br />C,Y, C.Y.C Y. <br />CiYQIf/X/dY/TED <br />i/ /4 <br />i0 I�p <br />5+74'E' to 7+70'E' <br />192 145 18 <br />--- <br />12" <br />11' <br />1.00% <br />80+00 to 83+30 <br />1,021 326 630 <br />114+70 <br />CL <br />1-1 <br />887.40 <br />83+40 to 86+80 <br />3,046 0 3,046 <br />30" <br />250' <br />1.00% <br />MH -5 to HH -4 <br />99+65 to 102+55 <br />1,035 055 0 <br />CL <br />1-1 <br />REMovIN6i ccmcimTE SIDEWALK <br />102+55 to 109+40 <br />2,396 1,984 0 <br />CONCRETE CURB AND GUTTER <br />30 -INCH, TYPE D <br />Ic CONCRETE SmbILWALIL, 4-IIJC14 <br />109+40 to 130+80 <br />9,466 96 9,350 <br />120+00 <br />12'RT <br />LO CAM OW <br />REMOVAL S.W.,44 <br />883.00 <br />0.29' <br />Station to Station <br />Location L_F. <br />0.40% <br />S.Y. S.F. <br />REMOVING FENCE <br />122+00 <br />83+40 to 87+15 <br />RT 375 <br />121+19 LT. <br />4 S5 <br />Station <br />24" <br />to 86+24 <br />LT 280 <br />123+94 LT. <br />3 35 <br />L L83+48 <br />22'RT <br />120+40 to 120+58 <br />LT 118 <br />891.24 <br />3.19' <br />120+56 70 <br />36' <br />120+40 to 120+65 <br />RT 25 <br />MH -9 <br />123+55 <br />12'LT <br />1-1 <br />123+76 to 123+98 <br />RT 24 <br />9.83' <br />24" <br />155' <br />0.40% <br />124+41 to 130+76 <br />LT 660 <br />124+65 <br />22'LT <br />3-H <br />894.84 <br />124+43 to 130+76 <br />RT 650 <br />12" <br />20' <br />RUSHED AGGREGATE BASE <br />CRUSHED <br />COURSE <br />�r 121+IS at 12'+1+95 <br />LT 30 <br />22'RT <br />3-H <br />Station to Station <br />Tons <br />*CUjt% RAMP CONST. <br />12" <br />20' <br />5+74'E' to 7+70'E' <br />472 <br />MH -10 <br />124+65 <br />CL <br />1-1 <br />80+06 to 83+30 <br />875 <br />5.74 <br />16" <br />110' <br />0.409" <br />83+40 to' 87+15 <br />1,076 <br />SALV. TOPSOIL_, SEEDING, FERTILIZER, <br />AND MULCHING <br />3-H <br />896.53 <br />99+65 to I20+40 <br />7,422 <br />12" <br />20' <br />1,00% <br />1-6 to MN -11 <br />120+40 to 123+76 <br />1,084 <br />CL <br />&IV0964 Seeding Fertilizer, <br />896.59 <br />123+76 to 130+80 <br />639 <br />18" <br />Topsoil No. 3 Mix No. 4 Mix Type B Mulching <br />0.84% <br />Driveways <br />82 <br />Location <br />S.Y. lbs. <br />lbs. CWT <br />S.Y. <br />893.72 <br />893.32 <br />892.50 <br />3.28 <br />5.66 <br />3.66 <br />Sta. 5+74'E' to Sta. <br />7+70'E' 320 12 <br />0.3 <br />320 <br />1-7 <br />130+74 <br />Sta. 80+00 to Sta. <br />87+15 2,900 89 <br />2.2 <br />2,900 <br />BITUNINDUS CONCRETE PAVEMENT <br />1 J <br />Sta. 99+65 to Sta. <br />120+40 7,530 265 <br />6.6 <br />7,530 <br />Sta. 123+75 to Sta. <br />130+80 4,250 <br />24 0.9 <br />4,250 <br />Statim .to Station <br />Tons <br />5+74'1' to 7+701E' <br />189 <br />60+06 to 63+30 <br />303 <br />63+36 to 63+40 (RR <br />Crossing) 2S <br />83+40 to 67+15 <br />342 <br />911+66 to 130+30 <br />4,039 <br />Driveways <br />42 <br />CROSS DRAINS <br />Dia. <br />Length RCCP <br />Thickness (In.) Apron <br />Pipe Joint <br />CLEATING AND GRUBRING <br />Station Location In. <br />L.F. Type(Class) <br />Steel Aluminum Endwalls <br />Grates Ties <br />UUum <br />Station <br />80+25 CL 36" <br />--- CSCP III <br />--- --- 2 <br />83+06 to 84+06 <br />1 <br />83+10 CL 18" <br />(Exist) <br />108' RCCP III <br />--- - 2 <br />2 12 <br />100+06 to 105+06 <br />5 <br />83+65 CL 30" <br />100' RCCP III <br />--- --- 2 <br />2 12 <br />RENCH CURB Ate GUTTER <br />102+50 CL 24" <br />86' RCCP III <br />2 <br />2 12 <br />111SLLt61 <br />L..E.. <br />86+30, 24'RT <br />20 <br />87+14-j•22'RTl- <br />30 <br />MINOR SIDE ROAD AND PRIVATE ENTRANCE PIPES <br />It14.1�T 1i 121+9/ LT <br />90 <br />Dia. <br />Length RCCP <br />Thickness (In.) Apron <br />Joint <br />C0KKTE CUM GUTTER, <br />36 -INCH, TYPE D <br />Station Location In. <br />L.F. Type (Class) <br />Steel Aluminum Endwalis <br />Ties <br />Statim to Statim <br />lgcat1on Ld. <br />6 +65'E' RT 57"x38" <br />6' CSPA --- <br />0.109 --- 2 <br />--- <br />(exist) <br />62+07 to 62+56 <br />LT 74 <br />107+30 LT 18° <br />44' CScP -- <br />0.064 --- 2 <br />--- <br />a+96 to 63-40 <br />LT 82 <br />109+00 RT. 18" <br />44' CS C O <br />0.064 --- 2 <br />--- <br />15 TALLIC C IT- 3 -INCH <br />i.4UUO <br />�. <br />Stal. 130 40, CL <br />so <br />cTnOM CrWrD CIIUUADV <br />Structure <br />Station <br />Location <br />Type <br />Casting <br />Elev. <br />Dist. <br />EIev. <br />Depth <br />Size <br />Length <br />Slope <br />Str.-Str <br />I-2 <br />83+89 <br />22'RT <br />3-H <br />860.11 <br />856.11 <br />3.17' <br />12" <br />42' <br />1.00% <br />1-2 to I-1 <br />I-1 <br />83+89 <br />22'LT <br />3-H <br />860.11 <br />.855.50 <br />3.75' <br />15" <br />32' <br />1.00% <br />I-2 t ischarge <br />18" Apron <br />Endwall <br />106+75 <br />32'RT <br />--- <br />873.00 <br />--- <br />18" <br />26' <br />1.27% <br />waO <br />Endll to MH -2 <br />12" Stub <br />106+75 <br />17'LT <br />--- <br />872.32 <br />--- <br />12" <br />17' <br />1.00% <br />Future Inlet to <br />MH -2 <br />MH -2 <br />106+75 <br />CL <br />1-1 <br />876.93 <br />870.40 <br />5.78' <br />36" <br />260' <br />0.80% <br />MH -2 to -Discharge <br />12" Stub <br />109+70 <br />17'LT <br />--- <br />875.64 <br />--- <br />12" <br />17' <br />1.00% <br />Future Inlet <br />to MH -2 <br />12" Stub <br />109+70 <br />17'RT <br />--- <br />875.64 <br />--- <br />12" <br />17' <br />1.00% <br />Future Inlet <br />to MH -2 <br />MH -3 <br />109+70 <br />CL <br />1-1 <br />880.25 <br />872.80 <br />6.70' <br />36" <br />295' <br />0.80% <br />W-3 to MH -2 <br />MH -4 <br />112+20 <br />CL <br />1-J <br />883.83 <br />875.80 <br />7.28' <br />30" <br />250' <br />1.00% <br />MH -4 to HH -3 <br />12" Stub <br />114+70 <br />l7'LT <br />--- <br />882.79 <br />--- <br />12" <br />17' <br />1.00% <br />Future Inlet <br />to MH -5 <br />12" Stub <br />114+70 <br />17'RT <br />--- <br />882.79 <br />--- <br />12" <br />11' <br />1.00% <br />Future Inlet <br />to MH -5 <br />MH -5 <br />114+70 <br />CL <br />1-1 <br />887.40 <br />818.40 <br />8.25' <br />30" <br />250' <br />1.00% <br />MH -5 to HH -4 <br />MH -6 <br />117+70 <br />CL <br />1-1 <br />891.68 <br />881.50 <br />9.43' <br />30" <br />300' <br />1.00% <br />HH -6 to NH -5 <br />MH -7 <br />120+00 <br />12'RT <br />1-1 <br />894.04 <br />883.00 <br />0.29' <br />24" <br />230' <br />0.40% <br />HH -7 t) HH -6 <br />MH -8 <br />122+00 <br />CL <br />1-1 <br />895.28 <br />883.84 <br />10.69' <br />24" <br />200' <br />0.40% <br />HH -6 to MH -7 <br />13 <br />123+74 <br />22'RT <br />3-H <br />895.26 <br />891.24 <br />3.19' <br />12" <br />36' <br />1.00% <br />1-3 to MH -9 <br />MH -9 <br />123+55 <br />12'LT <br />1-1 <br />895.08 <br />884.50 <br />9.83' <br />24" <br />155' <br />0.40% <br />HH -9 to HH -6 <br />I-4 <br />124+65 <br />22'LT <br />3-H <br />894.84 <br />890.79 <br />3.22' <br />12" <br />20' <br />1.00% <br />1-4 to NH -10 <br />1-5 <br />124+65 <br />22'RT <br />3-H <br />894.84 <br />890.63 <br />3.38' <br />12" <br />20' <br />1.00% <br />1-5 to HH -10 <br />MH -10 <br />124+65 <br />CL <br />1-1 <br />894.89 <br />885.04' <br />5.74 <br />16" <br />110' <br />0.409" <br />NH -10 to HH -9 <br />1-6 <br />127+65 <br />22'RT <br />3-H <br />896.53 <br />892.23 <br />3.47 <br />12" <br />20' <br />1,00% <br />1-6 to MN -11 <br />MH -I1 <br />127+65 <br />CL <br />1-J <br />896.59 <br />890.96 <br />4.88 <br />18" <br />300' <br />0.84% <br />HH -1 to NH -10 <br />I-9 <br />130+72 <br />92'RT <br />8 -MS <br />897.00 <br />899.81 <br />898.91 <br />893.72 <br />893.32 <br />892.50 <br />3.28 <br />5.66 <br />3.66 <br />12" <br />15" <br />18" <br />36' <br />52' <br />301' <br />1.00% <br />1.00% <br />0.50% <br />I-6 to 1-7 <br />I-7 to NN -12 <br />MN -12 to MH -11 <br />1-7 <br />130+74 <br />53'RT <br />3-H <br />MH -12 <br />130+66 <br />CL <br />1 J <br />U LNUWALL REQUIRED <br />ENDWALL AND PIPE GRATE REQUIRED <br />, m <br />Cal Ne 1176 ON2 <br />