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HomeMy WebLinkAbout2412-SIN 0 PARCEL 3 PM 19397 1070-50 FL 15+76.20 1071.35 TC 10 70 FL 17 S. (10 70.55 FS) 314" LIP (1070.41 FL) Sz. (1070.51 LIP) t JOIN EXIST. DWY -4 '6"F .-TO 70:4 1. TRANSITION v 1071.!37 EXI S T. RIW 1071.08 INV EXIST. R 1071.02 INV w I 1071.05 1071.01 INV 1071.05 [­-PROPERTY LINE JOIN EXIST. S`1W \IQ71,21 71.16 FS) E, IST. RETAINING WALL TO REMAIN ru"E TA I L A SCALE: 1 BEFORE 6 OU D7b9 LW_ DAYS BLFORE YIG , YOU DIG TOLL FR5E 1-800-227-:2600 107095 INV (1084.93 TC) (1084.36 FL) 1084.71 TIC 1084.24 FL 1084.37 FS (1084.41 REMOW EXIST, CURB & JOIN EXIST. LOCAL DEPRESSION 314" LIP ATDWY 1085. 00 Tc REMOVE EXIST. CURB & 1084� 33 FL JOIN EXIST. LOCAL DEPRESSION -DETAIL B_ SCAQ- SCALE: 1"=5' E E p1m] S, INCHES J BAR SPACING 12" 3UD 7" 24f1 llf (450) 7 °_ U40) 24" j(000) 30' (750 ) 7' (24a 7".246 36' (900) 17' (240) 427 (1050) 6' (210)_ .46" 4-2-0-0) 5' (ILO (13501 E-1/2" (225) -54" 60' (two) 5" (180) 66" (1656) 4° :160� 72' tlflffi) 3-1 It (120) 1 FOR S = 30" (750 mm) AND LESS, USE 2 ANCHORS. OTHERWSE USE 3 ANCHORS 1 lvoo Mmi-4 L-SATTER 3:12 _-SE NOTE 8 FOR S 48" (1200 mm) AND LESS, (10 M) 4 j B = 3' (75 mm) U -1/2"ed/g* (64514.5) SE 2 +m GALVANIZED STEEL ANGLE. J200 m 150 mm) CUTTER TO MATCH ;N SECT101 A-A 411* OTHERIMSE, 8 = 4" (100 mm).USE 3-1/2'x5NI/2" EXISTING art (!390602.7) GALVANIZED STEEL ANGLE. 4 J BARS ARE #3 (#lOM), _67- s 00 mm ). vo E E t SECTION B-B 1084,56 FS) DETAIL IC SCALE: 1"-5' NOTES 1. FLOOR OF BOX SHALL BE TROWELED SMOOTH. 2. IF THE TOE OF SLOPE IS ALLOWED WITHIN THE R/W, INLET TYPE 1 BEGINS AT THE TOE RATHER THAN AT THE R/W LINE. 3• FOR OPEN DITCH (TYPE 2), THE 24" (600 mm) EXTENSION BEYOND THE R/W LINE IS NOT REQUIRED WHEN BACK OF WALK IS 24" (600 mm) OR MORE FROM THE R/W LINE; HOWEVER, THE PIPE SHALL EXTEND TO THE R/W LINE IN ANY EVENT. 4. TOP OF INLET STRUCTURE (TYPE 1 & 2) SHALL BE FLUSH WITH ADJACENT SURFACE WHERE PRACTICAL. 5. A HEADED STEEL STUD 5/8" x 6-3/8" WITH A 1" HEAD (16 x 160 n-rm, 25 MM HEAD) ATTACHED BY A FULL PENETRATION BUTT WELD MAY BE USED AS AN ALTERNATE ANCHOR. 6. NORMAL CURB FACE AT POINT M AND Q. CURB FACE IS B + 5" (125 mm) AT POINT N AND P. 7. THE 3" (75 mm) LEG OF THE 5/8" (16 mm) DIA ANCHORS SHALL BE PARALLEL TO THE TOP OF SIDEWALK. 8. SLOPE = 2.0%. 1084.91 FS �j.­ K EX I 1084.34 FS S T. RIW 1084.41 FS 1084-99 FS (1085.13 FS) .... ....... .. MEL . .. . .... ------------------------- --- --- ------- ---- ( 1085° 19 FS) Sj V, Lu tn . . ............... cf) LL _j EXIST 16' W' Lu CD L u Lo co ............. I-z ROLLING GA TE PROP. RET PROPERTY LINE .. . ........ WALL, SEE is Lu GRADING PLANS ct C WELL #46 DETAIL D_ SCALE: 1"=10' v OF x%AmivHO OWAMONGA Imis ma tb %i FT 111: %3 AND ST tomikiltoft"'24% PLAN"