Fermilab NORTH 0 20 20 40 1"=20'-0" 2/8/2019 6:57:50 - PowerPoint PPT Presentation

SECTION 3 SECTION 4 SECTION 4 SECTION 6 SECTION 3 SECTION 6 SECTION 5 SECTION 2 SECTION 1 SECTION 2 SEE NOTE 6 10' - 9" (3.30m) 9' - 6" (2.90m) 9' - 6" (2.90m) 27' - 4" (8.35m) 198' - 4" (60.45m) 40' - 6" (12.35m) 198' - 4" (60.45m) 8' - 1" (2.45m) 8' - 1" (2.45m) 10' - 9" (3.30m) 5 3 2 4 1 C-228 C-228 C-203 C-228 C-203 AHU NICHE NORTH CAVERN CENTER ACCESS DRIFT 11' - 5" (2.00m) NORTH CAVERN EAST DETECTOR 6' - 6" C (3.45m) L ENTRANCE FUTURE CRYOGENIC MEZZANINE (TYP) NORTH CAVERN WEST DETECTOR ENTRANCE 0+97.08 9' - 6" (2.90m) 'A' LINE 237' - 1" (72.25m) 237' - 1" (72.25m) 37' - 2" (9.90m) 32' - 6" (11.35m) (2.15m) 4850-33 NORTH CAVERN 7' - 1" 65' - 0" (19.80m) 1 0+00.00 0+50.00 1+00.00 1+50.00 2+00.00 2+50.00 3+00.00 3+50.00 4+00.00 4+50.00 4+94.55 _ 40' - 4" (12.30m) NC-1 NC-2 NC-3 NC-4 NC-5 NC-6 NC-7 NC-8 NC-9 NC-10 NC-11 NC-12 NC-13 39' - 4" NC-14 NC-15 NC-16 NC-17 NC-18 NC-19 NC-20 NC-21 NC-22 NC-23 NC-24 NC-25 NC-26 1+42.20 0+00.00 (12.00m) 25' - 5" (7.75m) 16' - 5" 16' - 5" (9.90m) 32' - 6" (5.00m) (5.00m) 0+00.00 198' - 4" (60.45m) 9' - 10" 0' - 11" (3.00m) (0.30m) MEZZANINE SUPPORT ANCHOR WITH EXTERIOR EDGE OF MEZZANINE SUPPORTED BY AN ULTIMATE LOAD CAPACITY OF 110 13 WALL ANCHORS WITH AN ULTIMATE CAPACITY CENTER CAVERN CENTER ACCESS DRIFT US SHORT TONS (100 METRIC TONS). OF 35.3 US SHORT TONS (32 METRIC TONS). SEE 4 / UG-FD-SS-803 (TYP). SEE 3A / UG-FD-SS-803. PLAN VIEW SCALE: 1" = 20'-0" NORTH CAVERN WEST DETECTOR ENTRANCE 4850-15 NORTH CAVERN CENTER ACCESS DRIFT NORTH CAVERN EAST DETECTOR ENTRANCE C L 19' - 8" (6.00m) 12' - 10" (3.90m) (4.35m) 14' - 4" 9' - 10" (3.00m) 4850 LEVEL 91' - 4" (27.85m) FUTURE BRIDGE FOUNDATION MONORAIL CRANE REFER TO C-204 REFER TO C-204 REFER TO 1 / UG-FD-SS-401 SUPPORT BEAM. FOR EDGE REPAIR FOR EDGE REPAIR FOR DETAILS REFER DETAIL 56' - 11" (17.35m) DETAIL 58' - 6" (17.85m) 58' - 6" (17.85m) TO UG-FD-C-SS-801 ELECTRICAL BUS BAR (1.00m) 3' - 4" 'A' LINE CONCRETE SLAB OVER 19' - 8" 19' - 8" CAVIDRAIN LAYER (6.00m) (6.00m) 4910 LEVEL TABLE 2: LIFTING EYE QUANTITIES TABLE 1: STATION OF MEZZANINE SUPPORT ANCHORS UFER GROUND CONCRETE SLAB. LOCATION NUMBER PER CAVERN No. STATION No. STATION REFER TO BSI ELECTRICAL DRAWINGS. MEZZANINE 490 NC-1 0+12.60 NC-14 2+85.10 MID-CHAMBER 124 NC-2 0+29.00 NC-15 3+01.50 LONGITUDINAL SECTION 1 NC-3 0+45.40 NC-16 3+17.90 SCALE: 1" = 20'-0" NC-4 0+61.80 NC-17 3+34.30 NC-5 0+78.20 NC-18 3+50.80 LEGEND NOTES: NC-6 0+94.60 NC-19 3+67.20 USE FIBER REINFORCED SHOTCRETE IN LOCATIONS INDICATED NC-7 1+11.00 NC-20 3+83.60 1. FOR GENERAL NOTES AND ABBREVIATIONS, REFER TO DRAWING UG-FD-C-002. NC-8 1+27.40 NC-21 4+00.00 2. FOR GROUND SUPPORT DETAILS, REFER TO DRAWING UG-FD-C-207. ALL CT-BOLTS IN CROWN TO RECEIVE LIFTING EYES WITH A WORKING LOAD LIMIT (WLL) OF 11 NC-9 1+43.80 NC-22 4+16.40 3. FOR CONCRETE SLAB OVER CAVIDRAIN LAYER DETAILS, REFER TO DRAWING UG-FD-SS-810. US SHORT TONS (10 METRIC TONS). SEE 1 / UG-FD-SS-803. 4. ALL SHOTCRETE SURFACES ABOVE THE 4850L WITHIN SECTION 1 SHALL BE SEALED IN ACCORDANCE WITH SPECIFICATION NC-10 1+60.20 NC-23 4+32.80 ALL CT-BOLTS IN CROWN TO RECEIVE LIFTING EYES WITH WORKING LOAD LIMIT (WLL) OF (2 SECTION 03 37 13. NC-11 1+76.60 NC-24 4+49.20 METRIC TONS). SEE 2 / UG-FD-SS-803. 5. FOR SHOTCRETE/CONCRETE SEALANT MATERIAL DETAILS, REFER TO 03 37 13. NC-12 1+93.00 NC-25 4+66.00 6. SECTION 6 IS IDENTICAL TO SECTION 1 IN TERMS OF GEOMETRY AND SUPPORT TYPE ON DRAWING EXCEPT FOR THE LIFTING USE WELDED WIRE FABRIC REINFORCED SHOTCRETE AND DUST SEAL SHOTCRETE IN LOCATIONS INDICATED. NC-13 2+09.40 NC-26 4+82.00 EYES. PROJECT SCALE: LBNF - FSCF - EXCAVATION 08/26/15 Fermilab NORTH 0 20 20 40 1"=20'-0" 2/8/2019 6:57:50 PM 4850 LEVEL SCALE SC LE FE FEET ET Long-Baseline Neutrino Facility Arup USA Inc 77 Water Street, New York NY 10005, T 212 896 3000 NORTH CAVERN www.arup.com E FV ARUP DESIGNED W 02/08/19 3 02/08/19 90% FD SUBMISSION PLAN AND PROFILE 2 11/02/18 60% FD SUBMISSION ARUP ES DRAWN 1 07/13/18 30% FD SUBMISSION 15-1-6F UG-FD-C-200 REV. DATE DESCRIPTION 3 SP ARUP S CHECKED DRAWING NO. REV. REVISIONS

SECTION 4 SECTION 4 SECTION 3 SECTION 6 SECTION 3 SECTION 6 SECTION 5 SECTION 2 SECTION 1 SEE NOTE 6 SECTION 2 10' - 9" (3.30m) 8' - 1" (2.45m) 8' - 1" (2.45m) 10' - 9" (3.30m) 27' - 4" (8.35m) 198' - 4" (60.45m) 40' - 6" (12.35m) 198' - 4" (60.45m) 9' - 6" (2.90m) 9' - 6" (2.90m) 5 3 2 1 4 SOUTH CAVERN EAST DETECTOR C-228 C-228 C-203 C-203 C-228 ENTRANCE EXTERIOR EDGE OF MEZZANINE SUPPORTED BY 12 WALL C L SOUTH CAVERN CENTER ACCESS DRIFT ANCHORS WITH AN ULTIMATE CAPACITY OF 35.3 US SOUTH CAVERN WEST DETECTOR ENTRANCE 37' - 10" 37' - 10" 198' - 4" (60.45m) SHORT TONS (32 METRIC TONS). SEE 3A / UG-FD-SS-803 1+25.16 (11.55m) (11.55m) 32' - 6" (9.90m) (7.75m) 25' - 5" 39' - 4" 16' - 5" 16' - 5" (12.00m) (5.00m) (5.00m) 65' - 0" (19.80m) SC-1 SC-2 SC-3 SC-4 SC-5 SC-6 SC-7 SC-8 SC-9 SC-10 SC-11 SC-12 SC-13 SC-14 SC-15 SC-16 SC-17 SC-18 SC-19 SC-20 SC-21 SC-22 SC-23 SC-24 SC-25 SC-26 14' - 11" 1 (4.55m) 0+00.00 0+50.00 1+00.00 1+50.00 2+00.00 2+50.00 3+00.00 3+50.00 4+00.00 4+50.00 4+94.55 _ 3+48.98 0+00.00 4850-37 SOUTH CAVERN 32' - 6" (9.90m) (6.55m) 21' - 6" 9' - 6" (2.90m) 16' - 5" 'A' LINE (5.00m) FUTURE CRYOGENIC MEZZANINE (TYP) MEZZANINE SUPPORT ANCHOR WITH (0.80m) 2' - 8" AN ULTIMATE LOAD CAPACITY OF 110 US SHORT TONS (100 METRIC TONS). SEE 4 / UG-FD-SS-803 (TYP). PLAN VIEW SCALE: 1" = 20'-0" MEZZANINE EDGE SOUTH CAVERN EAST DETECTOR SOUTH CAVERN WEST DETECTOR 4850-17 SOUTH CAVERN CENTER ACCESS DRIFT ANCHORS (TYP.) C ENTRANCE ENTRANCE L 12' - 10" (3.90m) 19' - 8" (6.00m) 4850 LEVEL 91' - 4" (27.85m) MONORAIL CRANE SOUTH CAVERN CENTER ACCESS 39' - 8" (12.10m) REFER TO C-204 FOR REFER TO C-204 FOR SUPPORT BEAM. DRIFT EDGE REPAIR DETAIL FUTURE BRIDGE FOUNDATION EDGE REPAIR DETAIL FOR DETAILS REFER REFER TO 2 / UG-FD-SS-401 56' - 11" (17.35m) TO UG-FD-C-SS-801 58' - 6" (17.85m) ELECTRICAL BUS BAR 19' - 8" 19' - 8" (6.00m) (6.00m) 'A' LINE CONCRETE SLAB OVER CAVIDRAIN LAYER 4910 LEVEL SUMP TABLE 2: LIFTING EYE QUANTITIES TABLE 1: STATION OF MEZZANINE SUPPORT ANCHORS LOCATION NUMBER PER CAVERN LONGITUDINAL SECTION No. STATION No. STATION 1 MEZZANINE 490 SC-1 0+12.40 SC-14 2+85.10 MID-CHAMBER 124 SCALE: 1" = 20'-0" SC-2 0+28.80 SC-15 3+01.50 SC-3 0+45.20 SC-16 3+17.90 SC-4 0+61.60 SC-17 3+34.30 SC-5 0+78.00 SC-18 3+50.70 LEGEND NOTES: SC-6 0+94.40 SC-19 3+67.10 USE FIBER REINFORCED SHOTCRETE IN LOCATIONS INDICATED SC-7 1+10.80 SC-20 3+83.50 1. FOR GENERAL NOTES AND ABBREVIATIONS, REFER TO DRAWING UG-FD-C-002. SC-8 1+27.20 SC-21 3+99.90 2. FOR GROUND SUPPORT DETAILS, REFER TO DRAWING UG-FD-C-207. ALL CT-BOLTS IN CROWN TO RECEIVE LIFTING EYES WITH A WORKING LOAD LIMIT (WLL) OF 11 SC-9 1+43.60 SC-22 4+16.30 3. FOR CONCRETE SLAB OVER CAVIDRAIN LAYER DETAILS, REFER TO DRAWING UG-FD-SS-810. US SHORT TONS (10 METRIC TONS). SEE 1 / UG-FD-SS-803. 4. ALL SHOTCRETE SURFACES ABOVE THE 4850L WITHIN SECTION 1 SHALL BE SEALED IN ACCORDANCE WITH SPECIFICATION SC-10 1+60.00 SC-23 4+32.70 ALL CT-BOLTS IN CROWN TO RECEIVE LIFTING EYES WITH WORKING LOAD LIMIT (WLL) OF (2 SECTION 03 37 13. SC-11 1+76.40 SC-24 4+49.10 METRIC TONS). SEE 2 / UG-FD-SS-803. 5. FOR SHOTCRETE/CONCRETE SEALANT MATERIAL DETAILS, REFER TO 03 37 13. SC-12 1+92.80 SC-25 4+65.50 6. SECTION 6 IS IDENTICAL TO SECTION 1 IN TERMS OF GEOMETRY AND SUPPORT TYPE ON DRAWING EXCEPT FOR THE LIFTING USE WELDED WIRE FABRIC REINFORCED SHOTCRETE AND DUST SEAL SHOTCRETE IN LOCATIONS INDICATED. SC-13 2+09.20 SC-26 4+81.90 EYES. PROJECT SCALE: LBNF - FSCF - EXCAVATION 08/26/15 Fermilab NORTH 0 20 20 40 1"=20'-0" 2/8/2019 6:58:04 PM 4850 LEVEL SC SCALE LE FE FEET ET Long-Baseline Neutrino Facility Arup USA Inc 77 Water Street, New York NY 10005, T 212 896 3000 SOUTH CAVERN www.arup.com E FV ARUP DESIGNED W 02/08/19 3 02/08/19 90% FD SUBMISSION PLAN AND PROFILE 2 11/02/18 60% FD SUBMISSION ARUP ES DRAWN 1 07/13/18 30% FD SUBMISSION 15-1-6F UG-FD-C-201 REV. DATE DESCRIPTION 3 SP ARUP S CHECKED DRAWING NO. REV. REVISIONS