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202201963
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Last modified
3/21/2022 11:16:37 AM
Creation date
3/18/2022 2:40:29 PM
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DEEDS
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202201963
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202201963 <br />9+00 <br />10+00 <br />BUILD 8" CONCRETE DRIVEWAY <br />1=1 <br />DETESTABLE NAMING PANEL <br />A <br />SI& TO STA.SO. . <br />I ' Sr <br />WO <br />.2111.10 • S• I 0.1$ 1. <br />MO. <br />STA. 78 PA. <br />SO. TV. <br />10.06.71 <br />Li. <br />10 <br />11.2540 <br />LT. <br />10 <br />11+00 <br />12+00 <br />13+00 <br />14+00 <br />BUILD STORM SEWER PIPE <br />0 <br />BUILD FLARED DM SECTION <br />78. <br />0*01 <br />Mel 'A/ <br />DISONO•411M <br />13 <br />2,1 04' <br />4.00 <br />71.80000 O.. • 77/0.112 10 OM !KIT I IL 11. • MILO <br />CI. I STA.SIOr SOS <br />a ,,au.a. Rt. 12, <br />4-11. <br />107¢,S7 <br />sr <br />.0100 <br />0.20 mil 1 FL 51. • NI71.5 tO OM Darr itt.. EL. • SILOS <br />73 <br />24- 9 50' <br />.0/00 <br />OM OW 1 7+78,. • 1OTLIS TO a 11 IL. • 0/2.45 <br />16 <br />4' 0 42' <br />.0070 <br />IL. 0.. • III72.06 10 IL • 012.30 <br />BUILD 8" DOWELLED CONCRETE PAVEMENT F-1 <br />112 <br />Mt 8 Wr <br />18 1 68 <br />.40t0 <br />.0100 <br />BUILD CONCRETE PAVEMENT <br />LIS TO STA. <br />A 1 71, 1*. • 7077.78 70 80+ 177.17 IL • AMA. <br />4 EL. • NIT4.01. TO WA DAV 11.11. • ,172.1. <br />UN SO. 7 <br />10 86.17• I .07.77 Lt. <br />IT. To STASe TOL <br />4.01 .30 - 14.00.00 1t/. A. Rt.! 2-8+1 <br />BUILD TYPE "0" MODIFIED CURB INLET <br />BUILD JUNCTION <br />830 <br />= <br />0 <br />NIL <br />Ilk <br />I004 <br />1 <br />ma <br />eet a_ <br />ea. 4. <br />2 <br />1,70,14 <br />54.6' 1.7. <br />3.0 <br />5 3.0' <br />152464 <br />MIME <br />3 <br />17.19.60 <br />105.1' I.T. <br />3.0' <br />r 3.0' <br />1876.80 <br />379.39 <br />11+00 <br />12+00 <br />13+00 <br />14+00 <br />BUILD STORM SEWER PIPE <br />0 <br />BUILD FLARED DM SECTION <br />78. <br />0*01 <br />Mel 'A/ <br />DISONO•411M <br />13 <br />2,1 04' <br />4.00 <br />71.80000 O.. • 77/0.112 10 OM !KIT I IL 11. • MILO <br />CI. I STA.SIOr SOS <br />a ,,au.a. Rt. 12, <br />4-11. <br />107¢,S7 <br />sr <br />.0100 <br />0.20 mil 1 FL 51. • NI71.5 tO OM Darr itt.. EL. • SILOS <br />73 <br />24- 9 50' <br />.0/00 <br />OM OW 1 7+78,. • 1OTLIS TO a 11 IL. • 0/2.45 <br />16 <br />4' 0 42' <br />.0070 <br />IL. 0.. • III72.06 10 IL • 012.30 <br />BUILD 8" DOWELLED CONCRETE PAVEMENT F-1 <br />112 <br />Mt 8 Wr <br />18 1 68 <br />.40t0 <br />.0100 <br />BUILD CONCRETE PAVEMENT <br />LIS TO STA. <br />A 1 71, 1*. • 7077.78 70 80+ 177.17 IL • AMA. <br />4 EL. • NIT4.01. TO WA DAV 11.11. • ,172.1. <br />UN SO. 7 <br />10 86.17• I .07.77 Lt. <br />IT. To STASe TOL <br />4.01 .30 - 14.00.00 1t/. A. Rt.! 2-8+1 <br />BUILD 6" CONCRETE TRAIL <br />Ell <br />STA. TO 111. I SPX I so. rt. <br />I RT. I SCNIO <br />0u70,00 - 24.00.03 <br />NORTH ROAD <br />vs`t7.6°.1t1" <br />FOUND GAS MAIN <br />ELEVATION771873.02 <br />BUILD TYPE "0" MODIFIED CURB INLET <br />BUILD AREA INLET <br />Ks <br />= <br />se. <br />NU. <br />1101 <br />Mr <br />.80 4. <br />It /A <br />2 <br />17•15.8) <br />NS r Lc <br />3.8 5 Lot <br />187445 <br />151340 <br />3 1 <br />80750.00 <br />44.2' L7. <br />3.0' I 3.0' <br />1575.00 <br />1072.14 <br />BUILD 6" CONCRETE TRAIL <br />Ell <br />STA. TO 111. I SPX I so. rt. <br />I RT. I SCNIO <br />0u70,00 - 24.00.03 <br />NORTH ROAD <br />vs`t7.6°.1t1" <br />FOUND GAS MAIN <br />ELEVATION771873.02 <br />••412:72 -MODE 075105 Or 5178301949. 1187704 70 <br />SPECIAL PROVISIONS <br />BUILD 5" CONCRETE SIDEWALK = <br />BUILD TYPE "0" MODIFIED CURB INLET <br />0 <br />Ks <br />STA <br />am <br />70•81.14 <br />Lt. <br />1047 <br />a., , .61 <br />I <br />11.5544 <br />80, <br />4-8 9 <br />3.0' <br />1475.35 <br />1871,12 <br />.2 , <br />74755.64 <br />L4. <br />4.0' 0 <br />3.0' <br />0175.25 <br />4117130 <br />••412:72 -MODE 075105 Or 5178301949. 1187704 70 <br />SPECIAL PROVISIONS <br />BUILD 5" CONCRETE SIDEWALK = <br />sir. 10 <br />47.. <br />am <br />*0.07. <br />4000.00 . <br />70•81.14 <br />Lt. <br />1047 <br />a., , .61 <br />I 2.411.01 <br />Lt. <br />12,0 <br />, 310740 • <br />14.00.022 <br />17. <br />463 <br />1602 <br />BUILD CONCRETE FLUME <br />ce. <br />10 SI*. <br />11.51 1141 <br />LOWER MA N TO MIN 6' BELOW <br />- - EXISTING GRADE TO GET <br />BELOW STORM SEWER. <br />IK44,69 <br />A> <br />SCALE 4 PEE, <br />TO t N <br />30 <br />2. <br />tri <br />--- <br />"at, -190.994•440 , <br />• 43, <br />VE <br />11382 <br />1680 <br />1880 <br />1878 <br />(087,1 180 +ROUND <br />1870 <br />77O000:0 GRADE - <br />-0.4 <br />1872 <br />OAS MAIN <br />STA 17.50,00 <br />EL = 1.875.00 <br />L = 190' <br />1876 <br />-r - <br />- - 8874 <br />_7 1872 <br />041E3 I/AIN <br />1870 <br />CE2m. 1.11,1 <br />1870 <br />Dctue Elev. 57,868.00 03 Above Soo Lwvel G.T. <br />g <br />'1 tri t <br />50 <br />5! <br />g <br />H <br />119 <br />
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