Always Active Services 1/23/2023

I I 2 3 G-90.11 DELETED 4 I 5 G-90.40 6 DELETED 7 I 8 J-10.16 9 Key Note 1, Standard Plan J-10.30 revised to Standard Plan J-10.14 10 11 J-10.17 I 12 Key Note 1, Standard Plan J-10.30 revised to Standard Plan J-10.14 13 14 J-10.18 I 15 Key Note 1, Standard Plan J-10.30 revised to Standard Plan J-10.14 16 17 J-20.26 I 18 19 Add Note 1, "1. One accessible pedestrian pushbutton station per pedestrian pushbutton post." 20 I 21 J-20.16 22 View A, callout, was — LOCK NIPPLE, is revised to read; CHASE NIPPLE 23 24 J-21.10 25 Sheet 1, Elevation View, Round Concrete Foundation Detail, callout—"ANCHOR BOLTS 26 —3/4" (IN)x 30" (IN) FULL THREAD —THREE REQ'D. PER ASSEMBLY" IS REVISED TO 27 READ: "ANCHOR BOLTS — 3/4" (IN) x 30" (IN) FULL THREAD — FOUR REQ'D. PER I 28 ASSEMBLY" 29 Sheet 1 of 2, Elevation view (Round), add dimension depicting the distance from the top 30 of the foundation to find 2#4 reinforcing bar shown, to read; 3" CLR.. Delete"(TYP.)"from I 31 the 2 1/2" CLR. dimension, depicting the distance from the bottom of the foundation to find 32 2 #4 reinf. Bar. 33 Sheet 1 of 2, Elevation view (Square), add dimension depicting the distance from the top I 34 35 of the foundation to find 1 #4 reinforcing bar shown, to read; 3" CLR. Delete "(TYP.)"from the 2 1/3" CLR. dimension, depicting the distance from the bottom of the foundation to find 36 1 # 4 reinf. Bar. 37 Sheet 2 of 2, Elevation view (Round), add dimension depicting the distance from the top I 38 of the foundation to find 2#4 reinforcing bar shown, to read; 3" CLR. Delete "(TYP.)"from 39 the 2 1/2" CLR. dimension, depicting the distance from the bottom of the foundation to find 40 2 #4 reinf. Bar. I 41 Sheet 2 of 2, Elevation view (Square), add dimension depicting the distance from the top 42 of the foundation to find 1 #4 reinforcing bar shown, to read; 3" CLR. Delete "(TYP.)"from 43 the 2 1/2" CLR. dimension, depicting the distance from the bottom of the foundation to find ' 44 45 1 #4 reinf. Bar. Detail F, callout, "Heavy Hex Clamping Bolt (TYP.) — 3/4" (IN) Diam. Torque Clamping 46 Bolts (see Note 3)" is revised to read; "Heavy Hex Clamping Bolt (TYP.) — 3/4" (IN) Diam. I 47 48 Torque Clamping Bolts (see Note 1)" Detail F, callout, "3/4" (IN) x 2'— 6"Anchor Bolt (TYP.) — Four Required (See Note 4)" is 49 revised to read; "3/4" (IN) x 2'— 6"Anchor Bolt (TYP.) — Three Required (See Note 2)" 50 I 51 J-21.15 I FLEMING BICYCLE CORRIDOR 87 1 PW 3767 November 15, 2022