Muhammad Imran

PROPOSED BRIDGE WIDENING ON I-64 EB OVER WILLOUGHBY BAY CITY OF NORFOLK - 1.0 MI. W. INT. 4TH VIEW STREET PROJ. 0064-M06-032, B615 PRECAST BENT CAP SHOP DRAWINGS DRAWINGS APPLICABLE TO: EB BENTS 1-6 BEAM 7 C/L BEAM 8 C/L BEAM 9 C/L CLIENT NAME PROJECT NAME BENT C/L PROJECT ADDRESS TABLE OF CONTENTS SHEET DESCRIPTION 01 COVER PAGE 02 GENERAL NOTES 03 GENERAL FRAMING PLAN 04 GENERAL FRAMING ELEVATIONS 05 TOP REINFORCEMENT PLAN 06 BOTTOM REINFORCEMENT PLAN 07 REINFORCEMENT ELEVATION & SECTIONS 08 REINFORCEMENT ELEVATION & SECTIONS 09 PEDESTAL REINFORCEMENT 10 PEDESTAL REINFORCEMENT SCHEDULE 11 REINFORCEMENT SCHEDULE CLIENT NAME PROJECT NAME PROJECT ADDRESS C/L PILE C/L BEAM 7 2'-6" 25'-11" 4'-921" 2'-6" 2'-3" Z 321" LIFTING LOOPS TYP. SHEAR KEY TYP. EXCEPT BENTS 3&6 ANCHOR BOLTS TYP. C/L BEAM 8 #10 DOWELS @ 12" TYP. EXCEPT BENTS 3 & 6 C/L PILE C/L BEAM 9 1'-6" 1'-2" 1' C/L PILE 1'-7" 1'-3" 4"-6" DIA OPENING TYP. 1'-7" 1'-3" C/L BENT & PILE C/L BEARING CLIENT NAME PROJECT NAME 1'-2" 1'-6" 12' C/L BEARING 921" 2'-3" C/L PILE 1' PROJECT ADDRESS Z 8" 421" 2'-221" Y 2'-3" 621" 5'-4" 1'-7" TYP. 1'-7" TYP. 2'-3" 2'-3" 10'-421" 8" 3'-321" 5'-1021" 2'-3" 2'-7" 10'-421" PLAN Y 25'-11" 4'-10" #10 DOWELS @ 12" TYP. #10 DOWELS @ 12" TYP. 4'-6" BEAM-7 CIP PEDESTAL 4'-10" BEAM-8 CIP PEDESTAL BEAM-9 CIP PEDESTAL 2'-6" 3" ANCHOR BOLT SLEEVE 1'-421" LIFTING LOOPS TYP. PILE 2'-1021" 1'-421" PILE 20'-621" 5' C/L PILE PILE EMBEDMENT 2'-3" 121" MIN. TYP. 4'-921" 18'-3" C/L PILE SECTION Y-Y CLIENT NAME C/L BENT BEAM-7 CIP PEDESTAL C/L PILE PROJECT NAME C/L PILE PROJECT ADDRESS 1'-9" 6" INJECTION & VENT 4"-6" DIA OPENING 4" 4'-6" 3" ANCHOR BOLT SLEEVE 2'-6" 421" INJECTION & VENT 4"-6" DIA OPENING 4" 4'-6" 1'-9" 6" PILE EMBEDMENT 2'-3" 1 12" MIN. TYP. PILE 2'-3" 3'-9" 3'-9" 12' SECTION Z-Z PILE 2'-3" (3) PS0404 @ EQ. SPA (03) PC0408 @ EQ. SPA (07) PS0407 14 Sets of (01) PS0405 @ 4" OC G (3) PS0404 @ EQ. SPA 9 Sets of (02) PC0506 & 9 Sets of (02) PC0507 @ 4" OC G (6) PS0405 @ EQ. SPA 51 Sets of (02) PC0505 @ 4" OC 321" TYP. 9 Sets of (02) PC0502 & 9 Sets of (02) PC0503 @ 4" OC 2 Sets of (02) PC0505 @ 4" OC 25'-3" (12) PC0905 @ EQ. SPA CLIENT NAME E E (14) PS0404 @ EQ. SPA (14) PS0404 @ EQ. SPA (07) PS0406 @ EQ. SPA (07) PS0406 @ EQ. SPA 13 Sets of (02) PC0504 & 13 Sets of (02) PC0508 @ 4" OC (6) PS0405 @ EQ. SPA (03) PC0408 @ EQ. SPA F (3) PS0404 @ EQ. SPA 14 Sets of (01) PS0405 @ 4" OC (07) PS0407 (14) PC0901 @ EQ. SPA 9 Sets of (02) PC0506 & 9 Sets of (02) PC0507 @ 4" OC (3) PS0404 @ EQ. SPA F TOP REINFORCEMENT PLAN 8 Sets of (02) PC0504 & 8 Sets of (02) PC0505 @ 4" OC 8 Sets of (02) PC0504 & 8 Sets of (02) PC0505 @ 4" OC PROJECT NAME PROJECT ADDRESS (3) PS0404 @ EQ. SPA (07) PS0407 (3) PS0404 @ EQ. SPA (6) PS0405 @ EQ. SPA 2 Sets of (05) PT0502 @ EQ. SPA G G 2 Sets of (05) PC0509a @ EQ. SPA 2 Sets of (05) PC0509 E.F @ EQ. SPA 2 Sets of (04) PC0510 @ EQ. SPA - (14) PS0404 @ EQ. SPA 2 Sets of (05) PT0501 @ EQ. SPA (6) PC0907 @ EQ. SPA E CLIENT NAME E (6) PC0906 @ EQ. SPA (14) PS0404 @ EQ. SPA - (07) PS0406 @ EQ. SPA (07) PS0406 @ EQ. SPA (8) PC0902 @ EQ. SPA (6) PC0903 @ EQ. SPA 2 Sets of (05) PC0509a @ EQ. SPA F F (07) PS0407 (6) PS0405 @ EQ. SPA (3) PS0404 @ EQ. SPA 2 Sets of (05) PT0502 @ EQ. SPA (3) PS0404 @ EQ. SPA BOTTOM REINFORCEMENT PLAN (6) PC0904 @ EQ. SPA PROJECT NAME PROJECT ADDRESS 8 Sets of (02) PC0504 & 8 Sets of (02) PC0505 @ 4" OC D A C 8 Sets of (02) PC0504 & 8 Sets of (02) PC0505 @ 4" OC 9 Sets of (02) PC0502 @ 4" OC B 51 Sets of (02) PC0505 @ 4" OC (14) PC0901 @ EQ. SPA (05) DOWELS (05) DOWELS (07) PS0406 @ EQ. SPA 3'-11" (07) PS0406 @ EQ. SPA 2 Sets of (02) PC0505 @ 4" OC (14) PC0404 @ EQ. SPA 2'-77 8" 0" (6) PC0903 @ EQ. SPA (8) PC0609 @ EQ. SPA (8) PC0902 @ EQ. SPA (05) PC0501 E.F @ EQ. SPA SECTION Y-Y D (14) PC0404 @ EQ. SPA (6) PC0904 @ EQ. SPA 2 Sets of (04) PC0510 @ EQ. SPA A C B CLIENT NAME (2) PC0505 (2) PC0504 (2) PC0503 (14) PC0901 (2) PC0502 (14) PC0901 PROJECT NAME 8" 0" (8) PC0609 @ EQ. SPA (8) PC-" TYP (4) PC0510 E.F (14) PS0404 @ EQ. SPA (05) PC0501 E.F @ EQ. SPA 8" (5) PC0501 E.F (4) PC0902 (6) PC0903 (4) PC0902 (07) PS0406 @ EQ. SPA 1'-421" 2'-9" 1'-421" 5 Sets of (02) PT0501 @ EQ. SPA SECTION A-A ELEVATION B-B SECTION C-C (8) PC0902 PROJECT ADDRESS 9 Sets of (02) PC0502 @ 4" OC 9 Sets of (02) PC0502 @ 4" OC (12) PC0905 @ EQ. SPA 14 Sets of (01) PS0405a @ 4" OC PC0505 @ 4" OC 14 Sets of (01) PS0405a @ 4" OC (07) PS0407 @ EQ. SPA (12) PS0404 & PC0405 @ EQ. SPA (5) PC0501 E.F @ EQ. SPA 8" (12) PS0404 & PC0405 @ EQ. SPA 0" 8" (07) PS0407 @ EQ. SPA (14) PC0901 @ EQ. SPA 0" (03) PC0408 @ EQ. SPA (03) PC0408 @ EQ. SPA (8) PC0608 (5) PC0509 E.F @ EQ. SPA (6) PC0906 @ EQ. SPA (4) PC0902 @ EQ. SPA SECTION D-D SECTION Z-Z 0" PC0504a @ 4" OC CLIENT NAME (3) PS0404-End (6) PS0405-End Ver. Ver. (12) PC0905 @ EQ. SPA (4) PC0902 @ EQ. SPA (05) PC0509a @ EQ. SPA (6) PC0907 @ EQ. SPA PC0508 @ 4" OC (6) PC0903 @ EQ. SPA (3) PS0404-End Ver. PC0507 @ 4" OC PC0506 @ 4" OC (12) PC0905 @ EQ. SPA 5' (8) PC0608 @ EQ. SPA (8) PC0608 @ EQ. SPA 8" (6) PS0405 @ EQ. SPA (5) PC0509 @ EQ. SPA (6) PC0907 @ EQ. SPA SECTION E-E (3) PC0906 @ EQ. SPA (03) PS0408 @ EQ. SPA (07) PS0407 @ EQ. SPA ELEVATION F-F (5) PC0509a @ EQ. SPA (5) PC0509 E.F @ EQ. SPA (6) PS0404 @ EQ. SPA 8" - (3) PC0906 @ EQ. SPA PROJECT NAME 1'-121" 1'-121" 2 Sets of (05) PT0502 @ EQ. SPA 2'-9" SECTION G-G (6) PC0906 @ EQ. SPA PROJECT ADDRESS PP0402 PP0403 4'-10" 8" PP0401 8" 3'-2" (18) PP0401 8 Spa. @ 6", Spa. 4'-2" 8" (18) PP0401 8 Spa. @ 6", Spa. 3'-9" 321" 321" H H C/L BENT PT0403 PT0402 Anchor Bolt Sleeve PT0401 PT0405 PT0404 SECTION P-P 441" Q 441" (18) PP0401 8 Spa. @ 6", Spa. 4'-2" 441" R 441" (18) PP0401 8 SPA. @ 6", SPA. 3'-9" CONCRETE KEYWAY 441" 141" Ø X 1'-9" CRR CLASS-I DOWEL 5'-6" P Anchor Sleeve (Typ) 441" (22) PP0403 10 SPA. @ 6", SPA. 4'-10" 5'-6" S S PP0401 Anchor Sleeve (Typ) 441" 4'-10" R PEDESTAL PLAN PEDESTAL PLAN (BEAM-8, BENTS 1-6) C/L Beam 7 2'-3" B 2'-3" B C/L BEARING A 5'-6" 5'-6" B PROJECT NAME 321" H B 2'-3" PT0405 PT0401 PT0404 PROJECT ADDRESS TOP OF CAP SECTION R-R B PP0401 A C/L BENT & PILE B A 4'-10" C/L BEARING ANCHOR SLEEVE TYP. C/L BENT & PILE B ANCHOR BOLT LAYOUT ANCHOR BOLT LAYOUT (Beam-7&9, Bents 1-6) (Beam-8, Bents 1-6) 1'-2" H * STRAND TO BE CUT & RECESS FILLED WITH HIGH STRENGTH NON SHRINK GROUT 0.6" DIA 270KSI STRAND (4 STRAND PER LOOP) ANCHOR SLEEVE TYP. 4'-6" " 3" DEEP RECESS* (22) PP0402 10 Spa. @ 6", Spa. 4'-10" 321" B A 3'-2" 1'-2" R3 PP0402 5'-6" 4'-10" C/L BEARING 1'-2" C/L Beam 8 5'-6" C/L BEARING 3'-2" (22) PP0403 10 Spa. @ 6",Spa. 4'-10" (BEAM-7&9, BENTS 1-6) 2'-7" CLIENT NAME PP0403 5'-6" 1'-2" 4'-6" Q ≥ DOWEL DETAIL PT0405 (22) PP0402 10 SPA. @ 6", SPA. 4'-10" 6" 9" MIN. PT0404 PT0403 12" 241" 3" 4 3 LAYERS OF FABRIC IMPREGNATED WITH HOT BITUMEN 121" TOP OF CAP 441" PT0401 PT0402 RUBBER TIP Anchor Bolt Sleeve SECTION S-S PT0401 P PT0401 1 2" 4" PP0401 4'-6" 3'-2" 6" 1' 6" MIN. PT0403 PT0401 PT0402 SECTION Q-Q LIFTING LOOP DETAIL 4'-5" 4'-1" Ø2" 5' Ø2" Ø2" 1" 2 3" 4 1" 2 4 5'-1" 5'-1" PT0401 4'-4" Ø2" 3" PT0403 PT0405 Ø2 " 2'-11" 1'-2" Ø2 " 3'-5" 1'-2" 1'-2" 3'-5" PT0402 4' Ø2" Ø2 " 3" PP0401 PP0402 PP0403 PT0404 REINFORCEMENT BARS FOR EVEN PEDESTALS CLIENT NAME PROJECT NAME PROJECT ADDRESS 721" Ø2 1 2" 321" Ø2" 1 " 42 1 " 42 3'-11" 3'-11" 3'-11" 3'-11" 3'-11" 3'-11" 921" Ø2 1 2" 1" 42 3'-11" 643" 1" 42 Ø2 1 2" 1" 42 " 1 42 Ø2 1" 2 63 4" 1'-5" 3'-11" Ø221" Ø2 1 2" 3'-421" 1" 42 3'-521" 3'-11" 1'-321" Ø2" PC0508 PC0504a PS0404 PC0507 PS0405 1'-121" PC0503 3'-43 4" 11'-3" Ø2 1 2" 5" 11'-5" 3'-23 8" 1 " 42 1" Ø4 2 4'-1121" PS0406 3'-10" PC0608 PS0405 1'-2" PC0505 63 4" PC0502 PC0906 4'-5" PS0407 11'-5" 3'-11" PC0509 PC0509a PT0502 3'-23 8" 1 " 42 PC0510 Ø2 1 2" 1'-9" 5'-1041" 1'-2" PC0504 PC0506 DOWEL 25'-4" CLIENT NAME PC0501 25'-4" PROJECT NAME PC0902 25'-2" PROJECT ADDRESS PC0903 11'-3" 4'-5" " 1 42 PC0905 Ø2 PT0501 8'-03 4" 3'-1021" 3'-7" 3'-11" " 1'-121" 4'-043" 1'-921" 1'-921" Ø6" 2'-9" PC0904 19'-2" PC0609 1'-921" 1" Ø4 2 PS0408 4'-2" PC0907 3'-1021" PC0901