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202201963 <br />39+00 <br />40+00 <br />41+00 <br />BUILD 8" DOWELLED CONCRETE PAVEMENT F-1 <br />DETECTABLE WARNING PANEL <br />uA, m Su. <br />35.00.40 - 4440.00 <br />filo[ I 10. fps. <br />1 •. 4 R1. 0400 <br />814. 10 STA. 1 1444 <br />X- ET. <br />It <br />41.99.00 <br />10 <br />IB <br />42.44.29 1 31, <br />BUILD 5" CONCRETE SIDEWALK <br />17. 10 074. <br />210E <br />30. 41. <br />70.00.00 - 42403.1• <br />1520 <br />42.4170 - 44.00.00 <br />Lt. <br />T03 <br />FOUND GAS MAIN <br />ELEVATION -1870.74 <br />BUILD 8" CONCRETE DRIVEWAY <br />sl. RI sl. <br />sal <br />S. 7114 <br />43.11.01 • 0.47.02 <br />RI <br />3'. <br />STORM CROSSING FROM 24' TO <br />4 3' BELOW EXISTING GRADE. <br />fail <br />ADJUST GAS MAIN DEPTH TO 5.0' <br />MIN. BELOW EXISTING GRADE.. <br />42+00 <br />43+00 44+00 <br />BUILD FLARED END SECTION <br />16 4. I 44.77.30 194.0 4 4.1 1.42 1 1610 81 <br />BUILD DROP INLET <br />44I s+x s a <br />2 <br />43.23.001212' RT. <br />3.0' 30'10.30111114.63 <br />FL. L:. <br />1510.es <br />"Pleb,44F1 <br />$1s�e2�'i4oIN <br />1.787+ ROAD <br />STORM CROSSING FROM 2.5 TO <br />4.1' BELOW EXISTING GRADE. <br />ADJUST GAS MAIN DEPTH TO 5.0' <br />MIN. BELOW EXISTING GRADE. <br />iiW13'�'S <br />� Pty <br />SC^.LE 1ti=EE7 4L <br />FOUND GAS MAIN <br />ELEVATION -1872.26 <br />8UIL0 STORM SEWER PIPE 0 <br />BUILD AREA INLET <br />131 '117 <br />111001.141E4 <br />K. <br />ST. <br />1101 <br />600 <br />RW IL. <br />F4 4. <br />3 <br />48.27,20 <br />30.4' .7. <br />2.0' 0 3.0 <br />+413.77 <br />'00..4 <br />4 <br />43.55.00 <br />42.0 .7. <br />1.0. 4 3.0' <br />1.74.4 <br />147.. 4 <br />8UIL0 STORM SEWER PIPE 0 <br />SIM <br />131 '117 <br />111001.141E4 <br />43 <br />SEE P4191004 104E1 <br />.0077 <br />WE 176/1.70 7023 4P 64114.4 <br />44 <br />M" 1 tr <br />.0041 <br />0S MST 1 El 4 7410:73 10 CUE 4611 . EL. 0.. • 1470.4. <br />45 <br />M' S 14' <br />.0020 <br />441L4 IML, 10 It. 6. • 7070.75 74 LU16 16.37 7 7.. IL 7070.'3 <br />44 <br />14- 8 43' <br />.0020 <br />04166 DO ♦ 4 701031 A NILE Dat. O A. 0. • W 674 <br />41 <br />14" 6 424' <br />.0012 <br />Wa last in/0A Da 10.07 4 81. L: . R11V.8 <br />44 <br />15"' x 54' <br />.0046 <br />.8A 04.r 4 4: ., • 011.14 TO 0134 DOTI 1 n. 14. • 141.8 <br />BUILD TYPE "D" 0301FIE0 CURB INLET O <br />R <br />61. 1 1706 - 2110 E KW t:.. <br />40.21.20 1 4.0' x 3.0' 1 1.14.24 <br />• <br />00. 4.0' 3.6' 1 1474. <br />4.13LLCK OLT 0.50'x1.5 OPEN:NO IN BACK Of <br />CURD 1111. FT TO ALLOW FIELD INFLOW. 1301 <br />DETAIL A THIS SHEET. <br />z <br />z" <br />z. <br />x - <br />ti • <br />4• r�� 'w <br />4341 . i .x: <br />S 4 $,c7_-._.__ <br />TO1' <br />0.C7r.0 3:w.[ ANILE' <br />11782 <br />1840 <br />1878 <br />1876 <br />PPINiETIRO <br />PR1P P _ 4P<JI NG <br />u6TMI�lFF�AZ <br />VCR+ 'Y <br />...�v 31 • 1882 <br />1880 <br />0E7111 A- 1441 70 5043.4 <br />1874 <br />-0.434)0 v <br />STA 40+25.00 <br />h - 1.414.110 <br />L = 150' <br />O K = 199 <br />z=Ex131174G CPCUND - <br />PROPOSED GRADE <br />1878 <br />1076 <br />.0.3549 R <br />1879 <br />1872 <br />870 <br />- - ' %16' 041ER MAIN <br />STA. 40!57.20 I_- ___ _ w.. _ <br />FL ELW 0.M ..--___._ <br />Datum Elev. = 1.868.00 ft Above 5e0 1'8461 U.S.C.& G.S. <br />r_ ;c ,. ST_^___m^L_A,4_: W __ ;R ___,P&___-..-„R-__tV-__,D.g__ __ _ _ate___ oi___oa.$ <br />o <br />• <br />e : o : o 4.'40 .. •> e o o!m : e 4 l e e o e m : o <br />1872 <br />1870 <br />1eAE1.4. <br />u <br />40 <br />