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HomeMy WebLinkAboutSDP 2021-0029; IONIS LOTS 21 & 22; PERMANENT & TEMPORARY SOIL NAIL WALL DESIGN SUBMITTAL; 2023-01-27 Earth Support Systems Inc. | 9685 Via Excelencia, Suite 104 | San Diego, CA 92126 phone (760) 929-2851 | www.earthsupportsys.com January 27, 2023 Mr. Rick Walsh Phone (619) 857-1737 Malcolm Drilling Company, Inc. 401 B Street, Suite 2370 San Diego, CA 92101 Re: Ionis Lots 21 & 22 JOB #22-152 San Diego, California Subject: Permanent & Temporary Soil Nail Wall Design Submittal Dear Mr. Walsh: Enclosed please find the permanent & temporary shoring design submittal for the above referenced project. Should you have any additional questions or comments regarding this matter, please advise. Sincerely, EARTH SUPPORT SYSTEMS, INC. Ricardo Jordan, P.E., M.S. Santiago Rubio, E.I.T., M.S. President Project Manager Encl: Design Calculations EARTH SUPPORT SYSTEMS, INC. 9/30/ 12/15/202009/03/2021 23 01/27/2023 ~ EARTH SUPPORT SYSTEMS Earth Support Systems Inc. | 9685 Via Excelencia, Suite 104 | San Diego, CA 92126 phone (760) 929-2851 | www.earthsupportsys.com Permanent & Temporary Shoring Design Calculations Ionis Lots 21 & 22 San Diego, California January 27, 2023 ESSI Project # 21-152 Table of Contents: Section Shoring Plans: ............................................................................................................. 1 Shotcrete Design: Permanent Shotcrete & Temporary Facing Design ..................................................... 2 Temporary Shotcrete Facing Design (H=26’) ....................................................... 2.1 Permanent Shotcrete Facing (H=26’- Static Condition) ........................................ 2.2 Permanent Shotcrete Facing (H=26’- Seismic Condition) .................................... 2.3 Soil Nail Design: Soil Nail Design for H=10' (Detail 1/ES2.0): Temporary Condition - Load Group I: ............................................................... 3 Soil Nail Design H=15.5’ (Detail 2/ES2.0): Permanent Condition - Load Group I (H=15.5'): ............................................... 4 Seismic Condition - Load Group I (H=15.5’): .................................................... 5 Continued on Next Page ~ EARTH SUPPORT SYSTEMS Earth Support Systems Inc. | 9685 Via Excelencia, Suite 104 | San Diego, CA 92126 phone (760) 929-2851 | www.earthsupportsys.com Table of Contents: (Continued): Section Soil Nail Design for H=20’ (Detail 3/ES2.0): Permanent Condition - Load Group I (H=20’): .................................................. 6 Seismic Condition - Load Group VII (H=20’): .................................................... 7 Soil Nail Design for H=22' (Detail 4/ES2.0): Permanent Condition - Load Group I: ............................................................... 8 Seismic Condition - Load Group VII: ................................................................ 9 Soil Nail Design for H=26' (Detail 5/ES2.0): Permanent Condition - Load Group I: ............................................................. 10 Seismic Condition - Load Group VII: .............................................................. 11 Soil Nail Design for H=22' (Detail 6/ES2.0): Permanent Condition - Load Group I: ............................................................. 12 Seismic Condition - Load Group VII: .............................................................. 13 Soil Nail Design for H=12' (Detail 7/ES2.0): Permanent Condition - Load Group I: ............................................................. 14 Seismic Condition - Load Group VII: .............................................................. 15 Geotechnical Report (Partial Copy): .......................................................................... 16 ~ EARTH SUPPORT SYSTEMS SECTION 1 PN P8 P7 P6 P5 PM PL PK PJ PI PH PG P4 P3 P2 P1 PE PD PC PB PA PF IRR WPED PB MW IRR PB WPED PB PB 5"TD 5"TD 5"TD 5"TD 6"TD 6"TD 6"TD 5"TD 5"TD 5"TD 5"TD 5"TD 5"TD 5"TD 10"TD 10"TD 10"TD 6"TD 6"TD 12"TC 5"TD 5"TD D D D D D D S S E E W 460460460 460 455455 455455 455 455 450 450 450 450 450 450 450 445 445 445 445 445 445 445 445 445 445 440 440 440 440 440 440 440 440 440 440 440 440 440 440 440 440 435 435 435 435 435 435 435 435 435 435 435 435 430 430 430 430 430 430 430 430 430 430 430 430 430 430 430 425 425 425 425 425 425 425 425 425 425 425 425 425 425 425 425 425 425 420 420 420 420 420 420 420 420 420 420 420 420 420 420 41 5 415 415 415 415 415 415 415 415 415 415 415 410 410 410 410 410 410 410 410 410 410 410 405405 405 405 405 405 405 405 405 405 405 405 405 405 405 400 400 400 400 400 400 400 400 39 5 395 395 395 395 390 390 390 390 385 385 VAN SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F FFFFFFFFF F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F W W W W W W W W W W SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDSDSDSDSDSDSDSDSDSDSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S S S S S S S S SSSSSSSSSS S S S S S S S SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S W W W W W W W W W F F F F F F F F F F SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD W W W W W W W W W SD SD SD SD SD SD SD SD SD SD SD SD SD S S S F F F F F F F F F S S S S S S S S S S S S S S S S S S S S S S S S F F SD SD SD SD SD SD SD SD SD SD SDSD SD SD SD SD SDSD NEW 3 - L E V E L P A R K I N G S T R U C T U R E PAD ELE V A T I O N = 4 1 3 . 8 0 1ST LEV E L F . F . = 4 1 4 . 5 0 2ND LEV E L F . F . = 4 2 4 . 7 5 3RD LEV E L F . F . = 4 3 5 . 0 0 NEW B U I L D I N G PAD EL E V A T I O N = 4 1 7 . 3 3 1ST LE V E L F . F . = 4 1 8 . 0 0 2ND LE V E L F . F . = 4 3 4 . 0 0 3RD LEV E L F . F . = 4 5 0 . 0 0 NEW B U I L D I N G PAD ELEV A T I O N = 4 3 3 . 3 3 2ND LEVE L F . F . = 4 3 4 . 0 0 3RD LEVE L F . F . = 4 5 0 . 0 0 3.0% 425.42 T C 424.92 F S 425.42 T C 424.92 F S 424.18 T C 423.68 F S 421.29 T C 420.79 F S 427.86 T C 427.36 F S 430.72 T C 430.22 F S 435.42 T C 434.92 F S 435.22 T C 434.72 F S 415.17 T C 414.67 F S 415.17 T C 414.67 F S 431.05 T C 430.55 F S 434.15 T C 433.65 F S 433.91 T C 433.41 F S 417.58 T C 417.08 F S 417.85 T C 417.35 F S 419.86 T C 419.36 F S 420.17 T C 419.67 F S 416.58 T C 416.08 F S 431.63 T C 431.13 F S 434.75 T C 434.25 F S 434.98 T C 434.48 F S 419.76 T C 419.26 F S 418.14 T C 417.64 F S 417.60 T C 417.10 F S 417.14 T C 416.64 F S 417.61 T C 417.11 F S 417.74 T C 417.24 F S 417.53 T C 417.03 F S 438.60 T C 438.10 F S 434.55 T C 434.05 F S 438.34 T C 437.84 F S 438.45 T C 437.95 F S436.95 T C 436.45 F S 436.88 T C 436.38 F S436.10 T C 435.60 F S435.39 T C 434.89 F S 434.98 T C 434.48 F S 434.43 T C 433.93 F S 435.09 T C 434.59 F L 414.72 T C 414.22 F S 414.02 T C 413.52 F S 413.26 T C 412.76 F S 410.39 T C 409.89 F S 406.86 T C 406.36 F S 412.24 T C 411.74 F S / G B 413.74 T C 413.24 F L 403.04 T C 402.54 F S / T G 400.80 T C 400.30 F S 431.72 T C 431.22 F S 431.14 T C 430.64 F S 430.53 T C 430.03 F S 429.10 T C 428.60 F L 434.27 T C 433.77 F S 433.57 T C 433.07 F S 431.21 T C 430.71 F S 429.90 T C 429.40 F L / T G 436.01 T C 435.51 F S 416.25 T C 415.75 F L 415.66 T C 415.16 F L / T G 415.48 T C 414.98 F L 414.93 T C 414.43 F L / T G 414.20 T C 413.70 F L / T G 414.31 T C 413.81 F L / T G 414.81 T C 414.31 F L 436.31 T C 435.81 F L 434.00 F F 434.00 F F 418.00 F F 418.00 F F 418.00 F F 418.00 F F 433.77 T C 433.27 F L 430.53 T C 430.03 F L 434.00 F F 429.54 T C 429.04 F S 440.00 T W 437.59 B W 441.33 T W 434.90 B W 440.00 T W 434.95 B W 438.67 T W 434.64 B W 432.67 T W 432.00 B W 433.89 T C 433.39 F S 438.67 T W 438.62 B W 421.39 T C 420.89 F S BIOFILT R A T I O N B A S I N 4 STRUC T U R A L B M P I D # 4 408.50 F G 2,030 S F BIOFILTR A T I O N B A S I N 3 STRUC T U R A L B M P I D # 3 414.83 F G 1,294 S F BIOFILT R A T I O N B A S I N 1 STRUC T U R A L B M P I D # 1 424.50 F G 2,000 S F EXIST. 4 8 " R C P S D P E R D W G . N O . 4 1 5 - 9 J EXIST. 8 " P V C S E W E R P E R D W G . N O . 4 1 5 - 9 J EXIST. 1 6 " 1 0 G A . S T E E L WATER P E R D W G . N O . 4 1 5 - 9 J EXIST. 1 6 " 1 0 G A . S T E E L WATER P E R D W G . N O . 4 1 5 - 9 J EXIST. 8 " P V C R W PER D W G . N O . 4 1 5 - 9 J EXIST. 4 8 " R C P S D P E R DWG. NO . 4 1 5 - 9 J EXIST. 8 " P V C S E W E R PER DW G . N O . 4 1 5 - 9 J LOT 2 2 MAP 16 1 4 5 LOT 2 1 MAP 16 1 4 5 PARCE L 2 MAP 2 1 7 4 2 NEW B U I L D I N G PAD ELEV A T I O N = 4 1 7 . 3 3 1ST LEVE L F . F . = 4 1 8 . 0 0 2ND LEVE L F . F . = 4 3 4 . 0 0 3RD LE V E L F . F . = 4 5 0 . 0 0 LOT 2 2 MAP 16 1 4 5 LOT 2 1 MAP 16 1 4 5 439.33 T W 438.50 B W 435.46 T C 434.96 F S 441.33 T W 434.80 B W 440.67 T W 435.46 B W 441.33 T W 436.08 B W 432.67 T W 430.87 B W / F S 433.67 T W 429.67 F S 433.67 T W 429.67 F S 431.22 T C 430.72 F S 433.95 T C 433.45 F L 433.83 T C 433.33 F L 434.00 F F 436.00 T W 431.28 B W 430.67 T W 428.23 B W 432.16 T C 431.66 F S 418.00 F F 417.91 T C 417.41 F S 417.16 F S 417.50 F S BIOFIL T R A T I O N B A S I N 2 STRUCT U R A L B M P I D # 2 428.00 F G 1,795 SF 6 433.33 F G 434.00 F F 433.33 F G 434.00 F F 433.33 F G 434.00 F S 434.50 T C 434.00 F L 433.92 F S 434.15 T C 433.65 F S 432.84 T C 432.34 F L / L P 436.20 T C 435.70 F S 435.40 T C 434.90 F S 434.75 T C 434.25 F S 436.15 T C 435.65 F S 434.00 F S 434.88 T C 434.38 F S 433.34 T C / F S 435.85 T C 435.35 F L 438.30 T C 437.80 F S 436.88 T C 436.38 F S 429.58 FS/LP 435.80 T C 435.30 F S 435.77 T C 435.27 F L 434.50 T C 434.00 F S 434.05 T C 433.55 F S 434.61 T C 434.11 F S 431.51 T C 431.01 F S 431.18 T C 430.68 F S 433.30 T C 432.80 F S433.61 T C 433.11 F S 430.63 T C 430.13 F L 427.41 T C 426.91 F L 431.90 F S 432.78 T C 432.28 F S 417.70 T C 417.20 F S 417.61 T C 417.11 F S 418.47 T C 417.97 F S 417.36 T C 416.86 F S 417.90 T C 417.40 F S 417.43 T C 416.93 F S 416.31 T C 415.81 F S 416.87 T C 416.37 F S 415.27 T C 414.77 F S 416.65 T C 416.15 F S 417.98 T C 417.48 F S 425.59 T C 425.09 F L 423.98 T C 423.48 F L 433.26 T C 432.76 F S 432.62 TC/FS 432.54 TC/FS 432.94 T C 432.44 F S 416.58 T C 416.08 F S 415.68 T C 415.18 F S 415.73 T C 415.23 F S 414.01 T C 413.51 F S 414.46 T C 413.96 F S 414.37 T C 413.87 F S 413.70 T C 413.20 F S 404.33 T C 403.83 F S 409.60 T C 409.10 F L 412.32 T C 411.82 F S 412.63 T C 412.13 F L 413.40 T C 412.90 F S 15 423.23 T C 422.73 F S 429.80 T C 429.30 F S SEE DET A I L ' B ' SHEET 4 SEE DE T A I L ' B ' SHEET 4 430.00 T C 429.50 F S 402.14 T C 401.31 F L 402.97 T C 402.47 F L 405.43 T C 404.93 F L 409.12 T C 408.62 F L 413.42 T C 412.92 F L 413.97 T C 412.74 F L / T G 414.67 T C 414.17 F L 415.51 F S 415.54 F S 417.33 T C 416.83 F S 403.03 T C 402.53 F S 404.83 T W 403.26 B W 407.50 T W 406.00 B W 417.33 T C 416.83 F S 418.63 T C 418.13 F S 420.04 T C 419.54 F S 420.81 T C 420.31 F L 422.44 T C 421.61 F L 426.58 T C 426.08 F L 429.40 T C 428.90 F L 424.40 T C 423.90 F S 424.18 T C 423.68 F S 427.18 T C 426.68 F S 426.19 F S 430.00 T W 427.06 B W 432.93 T C 432.43 F L 433.97 T C 433.47 F S 423.44 T C 422.94 F S 424.58 T C 424.08 F S 427.99 T C 427.49 F S 423.08 T C 422.58 F S 425.81 T C 425.31 F S 424.53 T C 424.03 F S 434.74 T C 434.24 F S 434.00 F S 433.44 T C 433.55 T C 433.05 F L 433.23 T C 432.73 F L 433.43 F S 434.00 T W 433.50 F S 428.00 B W 433.50 F S 434.00 T W 433.60 F S 428.00 B W 433.85 F S 410.00 F L 409.00 F L 408.00 F L 407.00 F L 406.00 F L 405.00 F L 404.00 F L 402.90 F L BIOFILT R A T I O N B A S I N 1 STRUC T U R A L B M P I D # 1 424.50 F G 1,811 S F 436.83 T C 436.33 F S 436.13 T C 436.63 F S 436.25 T C 435.75 F L 431.21 F S 432.90 F S 427.31 T C 426.81 F S 426.06 T C 425.56 F S SEE D E T A I L ' A ' SHEET 4 428.91FS 429.05 F S 425.50 T W 425.17 F S 409.00 B W 430.14 F S 425.50 T W 425.17 F S 412.50 B W 425.50 T W 424.22 F S 421.00 B W 425.50 T W 424.24 F S 417.50 B W 430 431.38 T C 430.88 F S 431.32 T C 430.82 F S R/W C/L R/W N52°4 6 ' 2 1 " W 3 8 6 . 3 1 ' N52° 4 6 ' 2 1 " W 3 8 6 . 3 1 ' P/L P/L P/L N20° 3 4 ' 1 1 " E 1 2 0 . 9 9 ' P/L N47°08 ' 3 6 " E 4 0 6 . 0 9 ' L=683.83' R=786.00 Δ=49.85 L=683.83' R=786.00Δ=49.85 L=683.8 3' R =7 86.00Δ=49.85 P/L P/L P/L R/W C/L R/W R/W C/L R/W 436.25 T W 436.09 F S 434.00 B W 436.25 TW/BW 433.00 FL/HP 437.97 T C 437.47 F S 433.67 T W 433.17 F S 433.67 T W 433.17 F S 434.00 F F EXIST. 8 " P V C S E W E R PER D W G . N O . 4 1 5 - 9 J SEE DE T A I L ' C ' SHEET 4 SEE DE T A I L ' D ' SHEET 4 433.26 F S 433.37 T C 432.87 F L 433.16 T C 433.34 F S 433.90 T C 433.40 F S 417.84 F S 414.81 F S 417.92 F S 417.84 F S MWS-2 STRUC T U R A L B M P I D # 6 VEGET A T E D M O D U L A R WETLAN D , 4 ' X 8 ' 400.50 R I M MWS-1 STRUC T U R A L B M P I D # 5 VEGETA T E D M O D U L A R WETLAN D , 4 ' X 4 ' 421.00 R I M 419.50 I E I N 414.70 T C 414.20 F L 415.33 T C 414.83 F S 415.38 T C 414.88 F S 432.44 T C 431.94 F S 430.67 F S 431.31 F S 431.85 T C 431.35 F S 431.20 F S SEE DET A I L ' B ' SHEET 4 431.74 T C 431.24 F S 431.12 T C 430.62 F S 430.50 T W 429.56 F S 427.00 B W 431.77 F S 431.80 F S 433.69 F S 433.58 T C 433.08 F S 436.44 T C 435.94 F S 3.2% 437.67 T C 437.17 F S BRIDGE P E R S E P A R A T E P E R M I T EXIST. 8 " P V C R W PER DW G . N O . 4 1 5 - 9 J EXIST . 3 6 " R C P S D PER DW G . N O . 4 1 5 - 9 J EXIST. 1 2 " P V C W A T E R PER DW G . N O . 4 1 5 - 9 J EXIST. 3 0 " R C P S D PER D W G . N O . 4 1 5 - 9 J EXIST. 8 " P V C S E W E R PER DW G . N O . 4 1 5 - 9 J 414.50 1 S T F F 414.50 1 S T F F 424.75 F F (2ND) 415.36 F S 415.27 F S 434.08 F S 417.66 T C 417.07 T C 416.57 F S 418.42 F S 417.85 F S 417.80 F S RETAIN I N G W A L L ' A ' RETAIN I N G W A L L ' A ' RETAIN I N G W A L L ' A ' RETAI N I N G W A L L ' B ' RETAINI N G W A L L ' B ' RETAIN I N G W A L L ' B ' RETAIN I N G W A L L ' C ' RETAIN I N G W A L L ' D ' RETAIN I N G W A L L ' E ' RETAININ G W A L L ' F ' RETAIN I N G W A L L ' G ' RETAIN I N G WALL 'H ' RETAIN I N G WALL 'I' RETAIN I N G W A L L ' J ' RETAIN I N G WALL 'K ' 433.05 TC/FS 433.15 T C 432.65 F S 433.23 T C 432.73 F S 433.37 TC/FS 431.65 T C 431.15 F S 431.31 T C 430.81 F S 430.47 T C 429.97 F S 410.00 T B 410.00 T B 410.00 T B 417.33 T B 417.33 T B 417.50 T B 417.68 F S 417.65 F S PUBLI C I M P R O V E M E N T S P E R S E P A R A T E P E R M I T ( D W G N O . 5 4 0 - 7 ) 421.40 T W 414.00 B W 424.41 T W 414.00 B W 423.40 T C 422.90 F S 423.20 T C 422.70 F S 431.32 T C 430.82 F S 401.11 T C 400.28 F L 421.71 T C 420.87 F L PROP . L O T 1 ( 8 . 3 7 A C ) EXIST I N G L O T L I N E T O B E REMOVE D P E R L O T L I N E ADJUST M E N T C O C 2 0 2 2 - 0 0 1 1 EXISTIN G L O T L I N E T O B E REMOV E D P E R L O T L I N E ADJUST M E N T C O C 2 0 2 2 - 0 0 1 1 PROP . L O T 1 ( 8 . 3 7 A C ) NEW B U I L D I N G PAD ELE V A T I O N = 4 3 3 . 3 3 2ND LEV E L F . F . = 4 3 4 . 0 0 3RD LEVE L F . F . = 4 5 0 . 0 0 439.80 F L / H P 439.20 F L / L P 439.80 F L / H P 438.50 F L 434.80 3 R D F F 435.00 3 R D F F 438.60 F L 437.50 F L 431.00 F L 437.66 F L / L P 437.67 F L 431.50 F L 431.42 T C 430.92 F S 6 435.00 F L 434.50 F L 429.20 F L 438.00 F L 423.00 F L 418.50 F S 418.43 F S 416.17 T W 415.33 B W 415.50 T W 411.60 B W 423.00 T W 422.40 B W 430.83 T W 430.07 F S 427.00 B W 423.83 T W 432.00 B W 408.83 T W 404.76 B W 407.30 F L 430.50 T W 430.00 B W 426.00 T W 426.00 B W 424.00 T W 421.67 B W 402.90 F L 405.40 F L 426.00 T B 426.00 T B 436.31 T C / F S 436.25 TW/FS 434.00 F F 433.33 F G 432.67 F L / T G 432.67 F L / T G 435.42 T S 433.92 B S 433.78 F S / G B 434.00 F S 433.05 F S 434.00 F S 433.50 F S 433.50 F S 433.09 F S 434.00 F S 433.70 F L / L P 434.00 F S 417.33 F G 417.40 T C 416.90 F S 417.33 T G 417.62 T C 417.12 F S 417.40 T C 416.90 F S 416.55 T C 416.05 F S 416.43 T C 415.93 F S 416.50 T C 416.00 F S 416.32 T C 415.82 F S 416.07 T C 415.57 F S 416.85 T C 415.35 F S 415.26 T C 414.76 F S 415.10 T C 414.60 F S 5.3% 405.50 F L 417.33 T B 417.33 T B 415.70 T C 415.20 F L 415.01 T C 414.51 F L 433.85 F S 434.00 T W 433.50 F S 428.00 B W 433.17 T G / L P 433.92 F S 434.00 F S 433.17 F S 433.80 F S 433.75 F S 433.83 F S 432.75 T G / L P 433.16 T G / L P 433.33 F S 433.23 TG/LP 435.46 T S 433.96 B S 423.82 T G 420.74 T G 400.33 T G 420.67 F L / T G 423.91 F L / T G 427.33 F L / T G 430.44 F L / T G 415.84 T C 415.34 F S 433.33 F G 433.33 F G 433.00 T G 432.72 T G 418.00 F F 418.00 FG/TW PEDES T R I A N B R I D G E PER AR C H I T E C T 433.94 F S 418.00 F S 417.85 F S 417.20 T G 2ND LE V E L B A L C O N Y PER AR C H I T E C T 2ND LEV E L B A L C O N Y & 1ST LEV E L W A L K W A Y PER AR C H I T E C T 418.00 F G / T W 418.00 F G / B W 418.00 F G / T W 424.73 T G 414.67 T G 432.00 T G 413.79 T C 413.29 F L / H P 430.50 F G 433.33 T W 433.08 F S 428.00 B W 432.84 T G / L P SHADE S T R U C T U R E PER L A N D S C A P E BUILT-IN S E A T I N G PER LAN D S C A P E 404.00 T W 399.14 B W 404.00 T W 399.25 B W 400.67 T W 399.20 B W 400.00 T W 399.00 B W 412.35 T G412.53 T G 412.85 T G 413.00 T G 414.00 F F ( 1 S T ) 413.33 F G 413.67 F F ( 1 S T ) 413.00 F G 413.50 F F ( 1 S T ) 414.33 F F ( 1 S T ) 414.67 F F ( 1 S T ) 414.67 F F ( 1 S T ) 414.00 F G 414.67 F F ( 1 S T ) 414.00 F G 424.75 2 N D F F 413.85 T G 413.85 T G 413.85 T G 413.85 T G 433.40 F G 413.20 F F ( 1 S T ) 412.53 F G 413.08 F L 413.85 T G 427.75 F G 418.00 FG/TW 418.00 F G 398.00 T W 397.00 B W 400.67 T W 397.25 B W 401.33 T W 397.83 B W 398.67 T W 397.83 B W RETAI N I N G WALL 'L' RETAINI N G W A L L ' M ' xxx.xxTG 423.00 T W 419.50 B W 413.94 T C 413.44 F S 414.27 T C 413.77 F S SITE PLAN VIEW REVIEWED BY: DATEINSPECTOR DATE RVWD BY: INITIALDATE SHEET SHEETS APPROVED: DWN BY: CHKD BY: PROJECT NO.DRAWING NO.DATE INITIAL ENGINEER OF WORK DATE INITIAL CITY APPROVALREVISION DESCRIPTION ENGINEERING DEPARTMENT RCE EXP. CITY ENGINEER RCE EXPIRES DATE PRECISE GRADING PLANS FOR: 63912 9/30/22 JASON S. GELDERT GREGORY W. LANG, P.E. R.C.E. NO. 68075 EXP. 06-30-23 DATE ENGINEER OF WORK SDP-2021-0029 IONIS PHARMACEUTICALS LOTS 21 & 22 49 MLM OTHER APPROVAL CITY OF CARLSBAD "AS BUILT" 30 WHIPTA I L L O O P W G A Z E L L E C O U R T SEE SHEET ES1.1 SEE SHEET ES1.2 0 ! ~ ( ' ' ' ,,' ', ,, , PROPOSED p SHORING WACt.4ANENT SOIi,. NAIL O' d 01/27/2023 EXP. 9-30-23 T -----r"l ~,\·r· .. '14: r I L,_ \ I I r e SCALE: 1" = 30, DATE ~ERAL UTILITY NOJES· . ALL EXISTING U CONTRACTOR. NUSED WATER SER"1CE 2. S SHALL BE KILLE ~PEE~~NiN~NUSED SEWER LA TE O AT MAIN BY OR FACE OF RALS SHALL B 3. ALL SEWER SHORING BY CONTR E PLUGGED AT VERIFIED B/NES lliAT ARE OF ACTOR. AND NOTED ~E~r~~1t ~~~~fifoi~l~~l~~~ BE FIELD 4. FOR REMOVAL OF· DRAll1NG. ONSTRUCTION STREET LIGHT . TRANSFORMER i\LA TED: CONT AC TELEPHONE RELA i'i:i~D: CONT A T JESSICA MIMS CONTAg~ ~~fr:E HEi't1iit(~tii)~5~~~602 0 (951)452-3913 CAUlllllj;_ ALL EXISTING PLANS DIG A~~¥TIES MAY NOT BE :E~z~i~E w~';f ~ti~6),E~ti: ~~~::~&: i~A~EE6cATE STAJE TRUCTION BEGINS UTILITIES BEFORE Of CALJfORNIA DEPARTMENT OCCUPATI OF INDUSTRIAL PERMIT Ng~AL SAFETY AND ~:~J:iONS Dl"1SION OF UTILITIES NO TRENCH/EXCAVATION DEIED· SOG&£ ¥:d~rground ot~e Alert m CGlifomla hl;~~ lliREE COMM ICG TE~~~~COOLING SOG&£ ELEC E GROUP UTI -PAC BE~ANSMISSION CALL: TOLL FREE 800-422-4133 -COX CABLE ~~T ci~~NICA TIONS CITY OF SA:IPELINE _ TRAmglEGO = i~JiT LIGHTS LEGEND 7W = TOP OF WALL fG = £XISTING FG _ GRAD£ -FINISH GRAD£ BW -(BEHIND WALL) -BOTTOM OF WALL {P) = PROPOSED (E) = EXISTING TEMPORAR y SHOTCRET£ FACE TEMPORARY SOIL NAIL {PLAN) TEMPORARY SOIL NAIL (ELEVATION) PERMANENT SHOTCRETE FACE PERMANENT SOIL NA/ L (PLAN) PERMANENT SOIL NAIL ( ELEVATION) DETAIL/SECTION CALLOUT$ TWO WORKING D RE-NOTIFY EVER~ YSTWOBEFORE YOU DIG TICKET # WEEKS DA TE CALLED: 0 ~ SCOPE o THE IMPROVEM ~ WORK TO BE DONE ENTS CONSIST OF ~PECIFICATION;clio~DING TO lliE:E/OLLOWING WORK F TEMPORARY & P~A~~CLUDING T~~N~D THE NT SOIL NAILS & AILLATION SHOTCRETE. PN P7 P6 P5 P MPL PKPJPIPHP G P2 P1 PE PD PC PB P A PF 44 5 44 0 44 0 43 5 43 0 42 5 42 0 41 5 410 SD SD SD SD SD SD F F F F FFFFFFFFFFFFFFF F F F F F F F F F F F F F F F F F SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD F F F F NEW 3-LEVEL PARKING STRU C T U R E PAD ELEVATION = 413.80 1ST LEVEL F.F. = 414.50 2ND LEVEL F.F. = 424.75 3RD LEVEL F.F. = 435.00 425.42 TC 424.92 FS 425.42 TC 424.92 FS 424.18 TC 423.68 FS 421.29 TC 420.79 FS 427.86 TC 427.36 FS 430.72 TC 430.22 FS 435.42 TC 434.92 FS 435.22 TC 434.72 FS 415.17 TC 414.67 FS 431.05 TC 430.55 FS 434.15 TC 433.65 FS 433.91 TC 433.41 FS 420.17 TC 419.67 FS 419.76 TC 419.26 FS 418.14 TC 417.64 FS 417.60 TC 433.77 TC 433.27 FL 433.89 TC 433.39 FS 433.95 TC 433.45 FL 417.91 TC 417.41 FS 434.61 TC 434.11 FS431.18 TC 430.68 FS 430.63 TC 430.13 FL 427.41 TC 426.91 FL 425.59 TC 425.09 FL 423.98 TC 423.48 FL 423.23 TC 422.73 FS 418.63 TC 418.13 FS 420.04 TC 419.54 FS 420.81 TC 420.31 FL 423.44 TC 422.94 FS 424.58 TC 424.08 FS 423.08 TC 422.58 FS 425.81 TC 425.31 FS 424.53 TC 424.03 FS 434.74 TC 434.24 FS 427.31 TC 426.81 FS 426.06 TC 425.56 FS 414.50 1ST FF 424.75 FF (2ND) 421.40 TW 414.00 BW 424.41 TW 414.00 BW 423.40 TC 422.90 FS 423.20 TC 422.70 FS 431.32 TC 430.82 FS 434.80 3RD FF 435.00 3RD FF 420.67 FL/TG 423.91 FL/TG 427.33 FL/TG 430.44 FL/TG 418.00 FG/TW 424.73 TG 414.67 TG BUILT-IN SEATING PER LANDSCAPE413.67 FF (1ST) 414.67 FF (1ST) 414.67 FF (1ST) 414.00 FG 414.67 FF (1ST) 414.00 FG 424.75 2ND FF 413.85 TG 413.85 TG 413.85 TG 413.85 TG 433.40 FG 413.20 FF (1ST) 412.53 FG 413.85 TG ELEVATION VIEW - LOOKING NORTH PLAN VIEW - NORTH REVIEWED BY: DATEINSPECTOR DATE RVWD BY: INITIALDATE SHEET SHEETS APPROVED: DWN BY: CHKD BY: PROJECT NO.DRAWING NO.DATE INITIAL ENGINEER OF WORK DATE INITIAL CITY APPROVALREVISION DESCRIPTION ENGINEERING DEPARTMENT RCE EXP. CITY ENGINEER RCE EXPIRES DATE PRECISE GRADING PLANS FOR: 63912 9/30/22 JASON S. GELDERT GREGORY W. LANG, P.E. R.C.E. NO. 68075 EXP. 06-30-23 DATE ENGINEER OF WORK SDP-2021-0029 IONIS PHARMACEUTICALS LOTS 21 & 22 49 MLM OTHER APPROVAL CITY OF CARLSBAD "AS BUILT" 31 450.00' 440.00' 430.00' 420.00' 410.00' 400.00' NOTES: TEMPORARY SOIL NAIL (TYPICAL) 1. FIELD LOCATE PROPOSED & EXISTING STRUCTURES & UTILITIES PRIOR TO ANY SHORING INSTALLATION. 2. TOP OF WALL IS 6-IN ABOVE FINISH GRADE BEHIND WALL ~ -- 0 TEMPORARY 1: 1 SLOPE TEMPORARY SOIL NAIL (TYPICAL) I I I I I I I I ES2.0 01/27/2023 EXP. 9-30-23 DATE I I I I I I I I ' \ \ \ 0 SCALE: 1" 10' iru :: t,, IH> !! ii II II 1--11 II 111 II II II II II II I~ ); !! ~il t I I I I I " I I I I I I I I I II ''! II II II II II ii ii II !:! ii n II II II 'O II 1,1 II I II II IL!! II II II II II II ii SCALE: 1" 10' ES2.0 (P-J (PK, ' 18'-6" T, I I I 1o 1o ~ ci FG (BEHIND e) "' WALL) .... .... II £ 3' '""" . • . • . . . -• . . . . . I, ffl PERMANENT SOIL NAIL {TYPICAL) ~ n n II II 110 II ii ii ii II II II 11~-11 II II II II II II II II II II II II I ii : ii !O !! I , II I 11 II I 11 I II I I II I II I I 11 I II I 1-~ ]l __ ,_: __ :_:___L__: 11~-11/11 II I 11 11 11 II II 11 11 11 II II 11 11 11 II II 11 11 11 II II 11 11 11 II II 11 11 11 II II PROPOSED PERMANENT SOIL NAIL SHORING WALL le 5 ES2.0 ES2.0 IPN'.1 0 z w ID q~/ 18'-6" 18'-6" ·, I"' I,::: EG I II 11 I II II I II II I II 11 : ii :: ,: ii :: <Xl c-J ..; "' "' .... ... £ II • 422.50' • I (E) LOT LINE TO BE REMOVED )\ I n II II II ?iii I I I I I II I II 1 1 nl l 11--t:::t=-i I --------"-: :_c______l 11 ----'w.-:~1: II II II II II II II I II II I II II I ' II II I II II II II II , II II ""T7 D PERMANENT SOIL NAIL {TYPICAL) 450.00' 440.00' 430.00' 420.00' PERMANENT SHOTCRETE 410.00' 400.00' -F----------------____ ::::i J_===================~ D PN PM 45 5 45 0 445 445 440 440 440 435 435 435 430 430 430 425 425 425 420 420 415 F F F F F F F F F F F SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD F F F F F F F F 43 5 . 4 2 T C 43 4 . 9 2 F S 43 5 . 2 2 T C 43 4 . 7 2 F S 43 1 . 0 5 T C 43 0 . 5 5 F S 43 4 . 1 5 T C 43 3 . 6 5 F S 43 3 . 9 1 T C 43 3 . 4 1 F S 43 1 . 6 3 T C 43 1 . 1 3 F S 43 4 . 7 5 T C 43 4 . 2 5 F S 43 4 . 9 8 T C 43 4 . 4 8 F S 43 3 . 7 7 T C 43 3 . 2 7 F L 43 8 . 6 7 T W 43 4 . 6 4 B W 43 3 . 8 9 T C 43 3 . 3 9 F S 43 3 . 9 5 T C 43 3 . 4 5 F L 41 8 . 0 0 F F 43 4 . 6 1 T C 43 4 . 1 1 F S 43 1 . 5 1 T C 43 1 . 0 1 F S 43 4 . 7 4 T C 43 4 . 2 4 F S 43 4 . 0 0 F S P/ L RE T A I N I N G W A L L ' A ' 43 1 . 3 2 T C 43 0 . 8 2 F S PR O P . L O T 1 ( 8 . 3 7 A C ) EX I S T I N G L O T L I N E T O B E RE M O V E D P E R L O T L I N E AD J U S T M E N T C O C 2 0 2 2 - 0 0 1 1 43 4 . 8 0 3 R D F F 43 5 . 0 0 3 R D F F 43 7 . 5 0 F L 43 3 . 5 0 F S 43 0 . 4 4 F L / T G 41 8 . 0 0 FG / T W PE D E S T R I A N B R I D G E PE R A R C H I T E C T 43 3 . 9 4 F S 41 8 . 0 0 F S 41 7 . 8 5 F S 41 7 . 2 0 T G 2N D L E V E L B A L C O N Y PE R A R C H I T E C T 43 2 . 0 0 T G SH A D E S T R U C T U R E PE R L A N D S C A P E BU I L T - I N S E A T I N G PE R L A N D S C A P E 41 4 . 3 3 F F ( 1 S T ) 41 4 . 6 7 F F ( 1 S T ) 43 3 . 4 0 F G 42 7 . 7 5 F G 41 8 . 0 0 F G ELEVATION VIEW - LOOKING EAST PLAN VIEW - EAST REVIEWED BY: DATEINSPECTOR DATE RVWD BY: INITIALDATE SHEET SHEETS APPROVED: DWN BY: CHKD BY: PROJECT NO.DRAWING NO.DATE INITIAL ENGINEER OF WORK DATE INITIAL CITY APPROVALREVISION DESCRIPTION ENGINEERING DEPARTMENT RCE EXP. CITY ENGINEER RCE EXPIRES DATE PRECISE GRADING PLANS FOR: 63912 9/30/22 JASON S. GELDERT GREGORY W. LANG, P.E. R.C.E. NO. 68075 EXP. 06-30-23 DATE ENGINEER OF WORK SDP-2021-0029 IONIS PHARMACEUTICALS LOTS 21 & 22 49 MLM OTHER APPROVAL CITY OF CARLSBAD "AS BUILT" 32 ~ 450.00' 440.00' 430.00' 420.00' ,f------------69'-4" C 24'-11" I, 21'-10" ~ 0 1 ~! I ~! QI !ill !ill ml I I 4'-8"fl 1 1''4'-8" 1'-9" I : (Pl (7:P2 ii;' '1P4 : lPN1 I -~Ml : 2'-8" +---,L--16'-3" ----+----26'-6" ___ _,I.~-~ 19'-3" , 18'-6" ---+4-9'-4" -'--12'-6" - : I_ I '! I I I I 10 5,l ~ EG I : ;~-----~-~ I I I I 'if 'if FG (BEHiND WALL)~ --1--f,----_J I ' I ~ ~ ~ ~ I'•::,,.. : TW=433.90 -=---~ gJ I N e e e e 432.50' • e e e ...... ~ v I ID -......._ I ~ -~---_ ! __ \ 7f '-'-'--. :I ~-~ • • • 427.50' • • 18 • • • • • 1"""-....::: ....._ PERMANENT SOIL NAIL --------------~-, , ! ✓ --_]! ------7 (TYPICAL) • • • • 422.50" • • • • • • • • I • • , :;,: I i / ~ I , , ~ I L__J,._ / 410.00' ---------2 EQ SPACES -9'-4" 1' 1' I , ~ I 1 I 1 4'-0" TW=4l8 50' PERMANENT SHOTCRETE--------------L• • • 041750'-• • •· • -• '! • ill-~ -• • • • .416.50'• 0 L. . 3'-0" }---+ 6'-0" (TYP., U.N.0.) 3'-0" _ 3'-0" 3'-11" 1, , 3'-0' TEMPORARY SOIL BW (PERMANENT)=412.00' --•-• c;;--= •412·50'-. ,c= .~ -. -• -. • -. = • 1-• ~ • =i= = '! • -0 NAIL (TYPICAL) ." ·, , · ...... : · · ·•' :A· .. .. -1 , ·.1 I· i, " 2 EQ. SPACES= 10'-Q" NOTES: 1. FIELD LOCATE PROPOSED & EXISTING STRUCTURES & UTILITIES PRIOR TO ANY SHORING INSTALLATION. 2. TOP OF WALL IS 6-IN ABOVE FINISH GRADE BEHIND WALL I I I I 'I I I I I I I I I I I -- ------ 11 RICARDO JORDAN TEMPORARY SHOTCRETE 5'-Q" · 1' . j~06.00' BW (TEMPORARY)=409.00' -.I,· BW 410.00 • -•-L/409.007 ,!'--------------76'-6" ---------------,f--17'-8"---+-9'-4" _J n n n n n II II II II II II II II II II II II )" II II II II II II II II II II II II II II II II II ::~ II -rr 11--II II II II 11 · II CC---------------i ----:, cc u= 1 ~.e cc=== == j =• ' 01/27/2023 R.C.E. 68436 EXP. 9-30-23 DATE SCALE: 1" = 10' = n n In II II II II II Nil II II II II II II II II II II II II II II II II II II II II n II II II II II II II II I II II II II II II II \ PERMANENT SOIL NAIL (TYPICAL) II II II II II II II II II II II II _ ---r II II II II II II II II II II II II II II II II II II ---,,--_!L+-----~ :: n ~-Ji--.... II II II -::--.u II II II II 11 • II II II II II -H--II II II " II II II ....,,-II II II II II II II II II II II II II II II II II II II ~ 1111~-ll____--5-II ~n :: --t-1 1--"1-t--==-= s~. J 1 1; PROPOSED PARKING STRUCTURE ~ (PER SEPARATE PERMIT) PROPOSED PERMANENT SOIL NAIL SHORING WALL r SCALE: 1" = 10' = 1 S3. -------- 450.00' 440.00' 430.00' 420.00' 410.00' ------ ------___ ---r IEs1.2 I D ID 1----1 ~----t--------"------1 I 11 11 I TEMPORARY SOIL NAIL SECTION PERMANENT SOIL NAIL SECTION PERMANENT SOIL NAIL SECTION PERMANENT SOIL NAIL SECTION PERMANENT SOIL NAIL SECTION PERMANENT SOIL NAIL SECTION PERMANENT SOIL NAIL SECTION REVIEWED BY: DATEINSPECTOR DATE RVWD BY: INITIALDATE SHEET SHEETS APPROVED: DWN BY: CHKD BY: PROJECT NO.DRAWING NO.DATE INITIAL ENGINEER OF WORK DATE INITIAL CITY APPROVALREVISION DESCRIPTION ENGINEERING DEPARTMENT RCE EXP. CITY ENGINEER RCE EXPIRES DATE PRECISE GRADING PLANS FOR: 63912 9/30/22 JASON S. GELDERT GREGORY W. LANG, P.E. R.C.E. NO. 68075 EXP. 06-30-23 DATE ENGINEER OF WORK SDP-2021-0029 IONIS PHARMACEUTICALS LOTS 21 & 22 49 MLM OTHER APPROVAL CITY OF CARLSBAD "AS BUILT" 33 HORIZONTAL AND VERTICAL NAIL "'-..~"'--"""'-,, L1 =10', •6 GR 75 KSI, 4=18" SPACING VARIES -• (SEE ELEVATI_O_N_)__...,_~-~-,'°'-c:-,,,_,,,_,,,_,,,,, L2 =10', #6 GR 75 KSI, 4=15" CD BOTTOM OF J EXCAVATION TIEMPORARY SOIL NAIL WALL (TYP., SEE 1/ES3.1 FOR DETAIL) 1. UNDERGROUND UTILITIES MUST BE FIELD VERIFIED. POTHOLE AND AS-BUil T BEFORE SHORING CONSTRUCTION BEGINS. 2. VERTICAL & HORIZONTAL NAIL SPACING VARIES, SEE ELEVATIONS. 3. THE GENERAL CONTRACTOR SHALL GRADE SAFE WORKING AND DRILLING BENCHES NOT MORE THAN TWO (2) FEET LOWER THAN THE ANCHOR LEVEL. HORIZONTAL AND VERTICAL NAIL SPACING VARIES - (SEE ELEVATION) N.T.S. i ~::::::'--'--"""' ¾ ,,__ -"'---~--¾L1 =25', #7 GR 75 KSI, 4=20' ~="""'=:::,.,,_:,.:,_:""-..-.,,L2 =22', #7 GR 75 KSI, 4=17" ~"'---L3 =18', #7 GR 75 KSI, 4=15" ----::""="'°' L4 =15', #7 GR 75 KSI, 4=15' --4c---,,---t'\"'---_,,,..,,"'·:,.:,_"-"'°"'L5 =15', #7 GR 75 KSI, 4=15" BOTTOM OF J EXCAVATION PERMANENT SOIL NAIL WALL (TYP., SEE 1/ES3.0 FOR DETAIL) TIEMPORARY SOIL NAIL WALL (TYP., SEE 1/ES3.1 FOR DETAIL) CD 1. UNDERGROUND UTILITIES MUST BE FIELD VERIFIED. POTHOLE AND AS-BUil T BEFORE SHORING CONSTRUCTION BEGINS. 2. VERTICAL & HORIZONTAL NAIL SPACING VARIES, SEE ELEVATIONS. 3. THE GENERAL CONTRACTOR SHALL GRADE SAFE WORKING AND DRILLING BENCHES NOT MORE THAN TWO (2) FEET LOWER THAN THE ANCHOR LEVEL. 4. PERMANENT SHOTCRETIE FINISH BY ARCHITIECT OR CIVIL. N.T.S. HORIZONTAL AND VERTICAL NAIL SPACING VARIES - (SEE ELEVATION) .. ""-._'--'--"""'":,__'--'--"""'-,,, L1 =18', #7 GR 75 KSI, 4=20" •\==~"""="'°' L2 =15', #7 GR 75 KSI, 4=15' -"-"'::=°" L3 =13', #7 GR 75 KSI, 4=15" ' BOTTOM OF J EXCAVATION PERMANENT SOIL NAIL WALL (TYP., SEE 1/ES3.0 FOR DETAIL) TIEMPORARY SOIL NAIL WALL (TYP., SEE 1/ES3.1 FOR DETAIL) CD 1. UNDERGROUND UTILITIES MUST BE FIELD VERIFIED. POTHOLE AND AS-BUILT BEFORE SHORING CONSTRUCTION BEGINS. 2. VERTICAL & HORIZONTAL NAIL SPACING VARIES, SEE ELEVATIONS. 3. THE GENERAL CONTRACTOR SHALL GRADE SAFE WORKING AND DRILLING BENCHES NOT MORE THAN TWO (2) FEET LOWER THAN THE ANCHOR LEVEL. 4. PERMANENT SHOTCRETIE FINISH BY ARCHITIECT OR CIVIL. N.T.S. ~~~~~~""'- HORIZONTAL AND VERTICAL NAIL SPACING VARIES - (SEE ELEVATION) """"=::.::,,:_,,_,,_,,_,,_"" L1 =20', #6 GR 75 KSI, 4=20' -:,__~"'°' L2 =18', #6 GR 75 KSI, 4=15" . '"'=-,,,"::-,,,=°"' L3 =15', H6 GR 75 KSI, 4=15" . "-"'-..--__--,,,,,,,,_ __ --4c---/,---+'\ --.-,,_,, L4 =15', #6 GR 75 KSI, 4=15" BOTTOM OF J EXCAVATION PERMANENT SOIL NAIL WALL (TYP., SEE 1 /ES3.0 FOR DETAIL) TIEMPORARY SOIL NAIL WALL (TYP., SEE 1/ES3.1 FOR DETAIL) CD @;- 1. UNDERGROUND UTILITIES MUST BE FIELD VERIFIED. POTHOLE AND AS-BUil T BEFORE SHORING CONSTRUCTION BEGINS. 2. VERTICAL & HORIZONTAL NAIL SPACING VARIES, SEE ELEVATIONS. 3. THE GENERAL CONTRACTOR SHALL GRADE SAFE WORKING AND DRILLING BENCHES NOT MORE THAN TWO (2) FEET LOWER THAN THE ANCHOR LEVEL. 4. PERMANENT SHOTCRETE FINISH BY ARCHITECT OR CIVIL. N.T.S. ~1<0fESS1~ '$:~ d '1( .., <J (),p~~ ~~ i f3 No. 68436 ~ 01/27/2023 ~ Exp. 9/30/23 : "q/f CIVIC (Jt.,_ RICARDO jORDAN R. C. E. 68436 EXP. 9-30-23 DATIE OF CACI' r PROPOSED GRADE --'r-----~-_J ____ _ HORIZONTAL AND VERTICAL NAIL SPACING VARIES - (SEE ELEVATION) '::::'--'--"""'""" ¾ '--,,, :,.:,_: "'-..-_,, L1 =22', p GR 75 KSI, 4=20' "'---_,,,=---==L2 =22', #7 GR 75 KSI, 4=17" ~°"'""'--~::~~:-:~="L3 =20', #7 GR 75 KSI, 4=15' __ ...,_.. __ ~,--,-::, L4 =18', #7 GR 75 KSI, 4=15" BOTTOM OF J EXCAVATION PERMANENT SOIL NAIL WALL (TYP., SEE 1/ES3.0 FOR DETAIL) TEMPORARY SOIL NAIL WALL (TYP., SEE 1/ES3.1 FOR DETAIL) CD 1. UNDERGROUND UTILITIES MUST BE FIELD VERIFIED. POTHOLE AND AS-BUILT BEFORE SHORING CONSTRUCTION BEGINS. 2. VERTICAL & HORIZONTAL NAIL SPACING VARIES, SEE ELEVATIONS. 3. THE GENERAL CONTRACTOR SHALL GRADE SAFE WORKING AND DRILLING BENCHES NOT MORE THAN TWO (2) FEET LOWER THAN THE ANCHOR LEVEL. 4. PERMANENT SHOTCRETE FINISH BY ARCHITIECT OR CIVIL. N.T.S. -J_-PRO-POS-ED -GRADE HORIZONTAL AND -'>c---~~ VERTICAL NAIL _. _,, _ t::?~~E:::ii) -1,,::::-:--"' L1 =12', #6 GR 75 KSI, 4=20" '=:,.:,_,,_==°" L2 =10', #6 GR 75 KSI, 4=15" -~~-~-A-~~~TI~~-~-J-1,~...,..\·-"'-::.:._.___,, L3 =18', #6 GR 75 KSI, 4=15' PERMANENT SOIL NAIL WALL \_ TIEMPORARY SOIL NAIL WALL (TYP., SEE 1/ES3.0 FOR DETAIL) (TYP., SEE 1/ES3.1 FOR DETAIL) CD 1. UNDERGROUND UTILITIES MUST BE FIELD VERIFIED. POTHOLE AND AS-BUil T BEFORE SHORING CONSTRUCTION BEGINS. 2. VERTICAL & HORIZONTAL NAIL SPACING VARIES, SEE ELEVATIONS. 3. THE GENERAL CONTRACTOR SHALL GRADE SAFE WORKING AND DRILLING BENCHES NOT MORE THAN TWO (2) FEET LOWER THAN THE ANCHOR LEVEL. 4. PERMANENT SHOTCRETE FINISH BY ARCHITECT OR CIVIL. N.T.S. _.,_ ___ --J_ :0:: ~RADE HORIZONTAL AND VERTICAL NAIL SPACING VARIES - (SEE ELEVATION) ! BOTTOM OF J EXCAVATION PERMANENT SOIL NAIL WALL (TYP., SEE 1 /ES3.0 FOR DETAIL) . ::~::=::::~~ :~'. ~: ;: :. ::~ "'-----:,L3 =20', #7 GR 75 KSI, 4=15' :,.,,_~--="'"'·::-,,_,,_,,_,,"""L4 =20', #7 GR 75 KSI, 4=15' -"'-::.::""·:,.:,_,,_"'°' L5 =18', #7 GR 75 KSI, 4=15" TEMPORARY SOIL NAIL WALL (TYP., SEE 1/ES3.1 FOR DETAIL) 1. UNDERGROUND UTILITIES MUST BE FIELD VERIFIED. POTHOLE AND AS-BUILT BEFORE SHORING CONSTRUCTION BEGINS. CD 2. VERTICAL & HORIZONTAL NAIL SPACING VARIES, SEE ELEVATIONS. 3. THE GENERAL CONTRACTOR SHALL GRADE SAFE WORKING AND DRILLING BENCHES NOT MORE THAN TWO (2) FEET LOWER THAN THE ANCHOR LEVEL. 4. PERMANENT SHOTCRETE FINISH BY ARCHITECT OR CML. N.T.S. ------ I ES2.0 I D ID -I I II II I BEARING PLATE DETAIL WEEP HOLE DETAIL GEOCOMPOSITE DRAIN & TOP OF WALL DETAIL WEEP HOLE DETAIL GEOCOMPOSITE DRAIN & PERMANENT SOIL NAIL DETAIL (TYPICAL) REVIEWED BY: DATEINSPECTOR DATE RVWD BY: INITIALDATE SHEET SHEETS APPROVED: DWN BY: CHKD BY: PROJECT NO.DRAWING NO.DATE INITIAL ENGINEER OF WORK DATE INITIAL CITY APPROVALREVISION DESCRIPTION ENGINEERING DEPARTMENT RCE EXP. CITY ENGINEER RCE EXPIRES DATE PRECISE GRADING PLANS FOR: 63912 9/30/22 JASON S. GELDERT GREGORY W. LANG, P.E. R.C.E. NO. 68075 EXP. 06-30-23 DATE ENGINEER OF WORK SDP-2021-0029 IONIS PHARMACEUTICALS LOTS 21 & 22 49 MLM OTHER APPROVAL CITY OF CARLSBAD "AS BUILT" 34 --12"± (2) WWF 4 x 4 -W4.0 x W4.0, ------.--~----,, USE 8" (MIN.) SPLICES FOR WELDED WIRE MESH 1" x 10" x 10" BEARING PLATE ¥,' X 6" STUDS---~ 2" CLEAR. - ANCHOR NUT -------~- WEDGE WASHERS -------- 2 -#5 CONTINUOUS HORIZONTAL --- BARS @ 1' O.C. (GR. 60) L spHce = 25" 8" (MIN.) THICK PERMANENT SHOTCRETE FACE / 4" THICK TEMPORARY SHOTCRETE 2 -#4 VERTICAL BARS @ 1' 0.C., L=4' (GR. 60) 2 -#4 CONTINUOUS HORIZONTAL BARS @ 1' O.C. (GR. 60) CORRUGATED SHEA THING NO MORE THAN 1.5" BEHIND BEARING PLATE SHOP CEMENT GROUT GRADE 75 EPOXY COATED (BETWEEN THREAD BAR & CORRUGATED SHEA THING) CENTIRALIZER @ 7' 0.C. (TYP.) (CEMENT GROUT THREADED ROD (TYP.). (SEE SECTIONS FOR ROD SIZE & LENGTH). VERT. GEOCOMPOSITE DRAIN 24" WIDE @ 6' 0.C. (CENTERED BETWEEN NAILS) TEMPORARY SHOTCRETE (SEE 1/ES3.0 FOR DETAIL) FINISH GRADE IN FRONT OF WALL CONNECT TO MAIN SUBDRAIN SYSTEM, AS REQUIRED (BY OTHERS) VERT. GEOCOMPOSITIE DRAIN 24" WIDE @ 6' 0.C. {CENTERED BETWEEN NAILS) 3" DRAIN GRATE CONTINUOUS GEOCOMPOSITIE DRAIN 24" WIDE (TYP.) I WWF 4 x 4-W4.0 x W4.0 USE 8" (MIN.) SPLICES FOR WELDED WIRE MESH BOTTOM OF WALL 3"¢ PVC WEEP HOLE @ 6'-0" o.c.± (TYP.). MAY BE LOCATIED 6"± ABOVE OR BELOW FINISH GRADE, AS REQUIRED TO CONECT TO MAIN DRAIN SYSTIEM. NOTES: 1. SEE 2/ES3.0 & 5/ES3.0 FOR GEOCOMPOSITE DRAIN & WEEP HOLE DETAIL. 2. SEE 4/ES3.0 FOR TOP OF WALL DETAIL 3. SEE 3/ES3.1 FOR TEMPORARY SAFETY RAILING DETAIL 4. FOR FENCING AT MECHANICAL YARD REFER TO DETAILS 2/A203 & 2/A306 FROM ARCHITECTURAL SET . CD N.T.S. PROPOSED COLUMN \ PERMANENT SHOTCRETE (PER STIRUCTURAL (SEE 1 /ES3.0 FOR DETAIL) BUILDING PLANS) , _} T , -v;:-J REFER TO I L] -• STIRUCTIURAL I <J I & CIVIL PLANS I , I <J 6<I I PROPOSED SLAB l j ON GRADE I (PER STIRUCTURAL BUILDING PLANS) I ~ f~ I I L] <J <J L] I I "I I j <J I I I L] TOP OF FOOTING =\!' cl I CONNECT 'WEEjLE TO <J MAIN SUBDRAIN lSTEM ,:\ .j 4 <J <J <J I L1 ,1 ~ PROPOSED FOOTING--=:r (PER STIRUCTURAL BUILDING PLANS) 5 VERT. GEOCOMPOSITIE DRAIN 24" WIDE @ 6' O.C. (CENTIERED BETWEEN NAILS) NEAREST SOIL NAIL NOTES: ED 1. REINFORCING STEEL & WATERPROOFING NOT SHOWN FOR CLARITY. CONTINUOUS GEOCOMPOSITE DRAIN 24" WIDE (TYP.) j 2. WEEP HOLE MIGHT BE LOCATED 6" ABOVE OR BELOW FINISH GRADES. COORDINA TIE WITH CIVIL PLANS FOR FINAL DRAIN LOCATIONS. 3. TIEMPORARY SHOTCRETIE BELOW BOTTOM OF PERMANENT SHOTCRETE / TOP OF FOOTING, MAY BE OMITTED IF SOIL CONDITIONS PERMIT, AND WITH THE APPROVAL OF THE ON SITE REPRESENTATIVE OF THE SOILS ENGINEER. 3"¢ PVC WEEP HOLE @ 6'-0" O.C. CENTIERED BETWEEN NAILS (TYP.), (CONNECTED TO SUBDRAIN AS REQUIRED, PER SEPARATE PLAN) N.T.S. NOTIE: REINFORCING STIEEL NOT SHOWN FOR CLARITY. N.T.S. TTm"(TY.P .) I I __J___ . 4"¢ SCHEDULE 40 TIRUMPET X 2' ED TOP OF WALL\ <J 12'± PERMANENT SHOTCRETIE WALL cl I • I TIEMPORARY -----+--I SHOTCRETIE WALL I I u NOTE: N.T.S. I HOLE (SIZE TO ACCOMMODATIE THREAD BAR) -1" X 10" x 10" BEARING PLATE STUDS (TYP., SEE 1/ES3.0 FOR SIZE) EXISTING/FINISHED 6" FREEBOARD l GRADE OR SLOPE (PER CIVIL PLAN) WHERE APPLIES ____ T ____ --------- REINFORCEMENT NOT SHOWN FOR CLARITY. CD N.T.S. I ES3.0 I D D @ TOP OF SOIL NAIL WALL DETAIL TEMPORARY SAFETY RAILING DETAIL TEMPORARY SOIL NAIL DETAIL TEMPORARY SHOTCRETE (TYPICAL) WEEP HOLE DETAIL REVIEWED BY: DATEINSPECTOR DATE RVWD BY: INITIALDATE SHEET SHEETS APPROVED: DWN BY: CHKD BY: PROJECT NO.DRAWING NO.DATE INITIAL ENGINEER OF WORK DATE INITIAL CITY APPROVALREVISION DESCRIPTION ENGINEERING DEPARTMENT RCE EXP. CITY ENGINEER RCE EXPIRES DATE PRECISE GRADING PLANS FOR: 63912 9/30/22 JASON S. GELDERT GREGORY W. LANG, P.E. R.C.E. NO. 68075 EXP. 06-30-23 DATE ENGINEER OF WORK SDP-2021-0029 IONIS PHARMACEUTICALS LOTS 21 & 22 49 MLM OTHER APPROVAL CITY OF CARLSBAD "AS BUILT" 35 TEMPORARY SHOTCRETE ¥< X 8" X 8" BEARING PLATE ANCHOR NUT WWF 4x4-W4.0xW4.0 WELDED WIRE MESH rr4"(TYP.) 2 -#4 VERTICAL BARS @ 1' 0.C., L=4' (GR. 60), 2 -#4 CONTINUOUS HORIZONTAL BARS @ 1' O.C. (GR. 60) (L spl;ce =25") 6"¢ MIN. DRILLED HOLE CENTRALIZER @ 8'-0" O.C. (TYPICAL) NOTES: 1. FOR WEEP HOLE DETAIL SEE 2/ES3.1. 2. FOR SAFETY RAIL DETAIL SEE 3/ES3.1. GRADE 75 THREADED BAR (SEE CROSS SECTIONS FOR BAR SIZES & LENGTHS) -~ Ea.I EO. f--3. PERMANENT STRUCTURE NOT SHOWN FOR CLARITY. CD N.T.S. 01/27/2023 EXP. 9-30-23 DATE 1'-6" (MAXIMUM) TEMP. SHOTCRETE FACE -- 3"¢ WEEP HOLE FORMED IN SHOTCRETE FACE @ 6'± 0.C HORIZONTALLY & 5'± O.C VERTICALLY 6" (MINIMUM) I ED BOTTOM OF EXCAVATION N.T.S. NEAREST SOIL NAIL NOTE: REINFORCING STEEL NOT SHOWN FOR CLARITY. PROVIDE L 3"x 3"x 3/8" SAFETY RAIL @ 8'-0" O.C. AROUND ENTIRE SHORING PROJECT -~1:· .l. ~•rn,o / SHORING OR CD ½''¢ CABLE I TEMPORARY 21.. SLOPE WHERE I APPLIES ......-i..1-----l-+ L _ - - - TEMPORARY~ t SHOTCRETE FACING -j Ea.I EO. - -8" SQ - N.T.S. I 16" EMBEDMENT NOTE: REINFORCING STEEL NOT SHOWN FOR CLARITY. I ES3.1 I D D · · · · · REVIEWED BY: DATEINSPECTOR DATE RVWD BY: INITIALDATE SHEET SHEETS APPROVED: DWN BY: CHKD BY: PROJECT NO.DRAWING NO.DATE INITIAL ENGINEER OF WORK DATE INITIAL CITY APPROVALREVISION DESCRIPTION ENGINEERING DEPARTMENT RCE EXP. CITY ENGINEER RCE EXPIRES DATE PRECISE GRADING PLANS FOR: 63912 9/30/22 JASON S. GELDERT GREGORY W. LANG, P.E. R.C.E. NO. 68075 EXP. 06-30-23 DATE ENGINEER OF WORK SDP-2021-0029 IONIS PHARMACEUTICALS LOTS 21 & 22 49 MLM OTHER APPROVAL CITY OF CARLSBAD "AS BUILT" 36 GENERAL NOTES AND DEFINITIONS 1. THE SHORING ENGINEER IS DEFINED AS THE REGISTERED CIVIL ENGINEER WHOSE STAMP RESIDES ON THESE DRAWINGS. 2. THE GENERAL CONTRACTOR (GC) IS AS DEFINED WITHIN THE CONTRACT DOCUMENTS. 3. CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE SAFE1Y AND CONSTRUCTION CODES. 4. THE SHORING CONTRACTOR IS DEFINED AS THE ENTllY WHICH INSTALLS THE SUPPORT SYSTEM(S) SHOWN ON AND DESCRIBED WITHIN THE CONTRACT DOCUMENTS. 5. EARTH SUPPORT SYSTEMS, INC. IS NOT A GEOTECHNICAL ENGINEERING CONSULTANT, IT MAKES NO REPRESENTATIONS CONCERNING SOIL CONDITIONS AND IS NOT RESPONSIBLE FOR ANY LIABILllY THAT MAY ARISE OUT OF THE PERFORMANCE OR FAILURE TO PERFORM SOILS INVESTIGATIONS, INSPECTIONS OR TESTING. 6. EARTH SUPPORT SYSTEMS, INC. IS NOT RESPONSIBLE FOR THE MEANS AND METHODS OF THE GENERAL CONTRACTOR OR THE SHORING SUB-CONTRACTOR OR ANY OTHER SUB-CONTRACTORS. 7. THE DESIGN OF THE SOIL NAIL WALL IS BASED ON THE GUIDELINES SET FORTH BY THE FHWA "MANUAL FOR DESIGN & CONSTRUCTION MONITORING OF SOIL NAIL WALLS" & 2016 CBC CODE. 8. GENERAL SITE EXCAVATION SHALL BE COORDINATED WITH THE INSTALLATION OF THE SHORING SYSTEM TO ENSURE SAFE WORKING CONDITIONS AND TO PREVENT THE LOSS OF GROUND AND THE CAVING OF BANKS. 9. PILE DRIVING EQUIPMENT, DRILL EQUIPMENT & CRANES SHALL NOT BE LOCATED WITHIN TEN (10) FEET OF THE SHORING BULKHEAD UNLESS SPECIFICALLY PROVIDED FOR IN THE DESIGN AND SPECIFICALLY SHOWN IN THESE DRAWINGS. 10. ALL SHORING DATA ON THESE SHEETS ARE THE EXCLUSIVE PROPERlY EARTH SUPPORT SYSTEMS INC. AND NO PART OF THESE DRAWINGS SHALL BE COPIED AND/OR USED WITHOUT OUR WRITTEN CONSENT. 11. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE AND REPORT ANY VARIATIONS TO THE SHORING ENGINEER. 12. THE GENERAL CONTRACTOR SHALL COORDINATE SHORING WITH DRAWINGS OF RECORD TO ENSURE PROVISIONS OF POCKETS, BLOCKOUTS, OFFSETS AND ANY OTHER ITEMS THAT MAY BE IN CONFLICT WITH OR AFFECTED BY THE SHORING SYSTEM. 13. ALL INSPECTION SERVICES, MATERIAL TESTING OR NOTIFICATIONS SHALL BE THE RESPONSIBILllY OF THE GENERAL CONTRACTOR OR/AND OWNER. 14. ALL PERMITS (EXCEPT OSHA PERMIT) SHALL BE PROCURED AND PAID FOR BY THE GENERAL CONTRACTOR OR/AND OWNER. 15. ALL ENCROACHMENT EASEMENTS AND PERMISSIONS SHALL BE PROCURED AND PAID FOR BY THE GENERAL CONTRACTOR OR/ AND OWNER. 16. ALL STRUCTURAL DETAILS OR SHAPES SHOWN ARE THOSE UTILIZED FOR DESIGN. ALTERNATE DETAILS, CONNECTIONS, SHAPES AND/OR MATERIALS MAY BE USED SUBJECT TO THE APPROVAL OF THE SHORING ENGINEER AND THE BUILDING OFFICIAL. 17. THE GENERAL CONTRACTOR SHALL PERIODICALLY MONITOR THE FACE OF SHOTCRETE AS THE INSTALLATION PROGRESSESS. THE SURVEY DATA SHALL BE REDUCED, INTERPRETED AND TRANSMITTED TO THE SHORING ENGINEER. 18. IF IN THE OPINION OF THE SHORING ENGINEER, MONITORING DATA INDICATES EXCESSIVE MOVEMENT, ALL SHORING WORK SHALL CEASE UNTIL THE SHORING ENGINEER INVESTIGATES THE SITUATION AND MAKES RECOMMENDATIONS FOR REMEDIATION OR CONTINUING. IN ADDITION, THE SURVEY DATA WILL BE USED BY THE SHORING CONTRACTOR TO MAINTAIN ALIGNMENT OF THE SHORING FACE. PROCEDURE FOR SOIL NAILING 1. LINES AND GRADES ARE TO BE ESTABLISHED BY THE GENERAL CONTRACTOR TO ENSURE PROPER LOCATION OF SOIL NAIL ANCHORS. 2. EXCAVATED FACE SHALL BE TRIMMED UNIFORMLY TO A VERTICAL PLANE (OR AS SHOWN IN PLAN/SECTION) AT BACK FACE OF SHOTCRETE BY CONTRACTOR. START EXCAVATION AND SHOTCRETE IN LIFTS NOT TO EXCEED FIVE (5) FEET OR AS OTHERWISE AUTHORIZED BY THE SHORING ENGINEER. CONTINUE THIS EXCAVATION PROCEDURE UNTIL ANCHOR LEVELS ARE REACHED. 3. THE GENERAL CONTRACTOR SHALL GRADE SAFE WORKING AND DRILLING BENCHES NOT MORE THAN TWO (2) FEET LOWER THAN THE ANCHOR LEVEL. BENCHES SHALL HAVE LENGTHS AND WIDTHS WHICH WILL ALLOW FOR SAFE AND PRODUCTIVE MOVEMENT OF THE ANCHOR DRILLING EQUIPMENT. 4. DRILL ANCHOR HOLES TO THE DEPTHS AND DIAMETERS INDICATED OR AS OTHERWISE AUTHORIZED BY THE SHORING ENGINEER. IF CAVING OCCURS, CASING OR OTHER ALTERNATE DRILLING METHODS MAY BE USED AS AUTHORIZED BY THE SHORING ENGINEER. 5. INSERT THE ANCHOR TENDONS INTO THE DRILLED SHAFTS WHILE TAKING MEASURES TO ENSURE THAT THE TENDONS ARE CENTERED (I.E. BY THE USE OF CENTRALIZING DEVICES OR OTHER MEANS ACCEPTABLE TO THE SHORING ENGINEER) IN THE DRILLED SHAFT. 6. BACKFILL THE ANCHOR LENGTH WITH A CONCRETE GROUT MIX IDENTIFIED IN MATERIALS. 7. AFTER ANCHORS HAVE BEEN PLACED, REINFORCEMENT & SHOTCRETE SHALL BE APPLIED TO THE EXCAVATED FACE. A BEARING PLATE WILL THEN BE PLACED ON THE ANCHOR AND BOLTED DOWN WITH A BEARING NUT. 8. EXCAVATE TO NEXT DRILL BENCH LOCATION AFTER SHOTCRETE HAS CURED FOR TWO (2) DAYS MIN. 9. REPEAT STEPS 1 THROUGH 8 AS APPLICABLE FOR EACH ADDITIONAL LEVEL OF ANCHORS OR UNTIL BOTTOM OF EXCAVATION IS REACHED. 10. APPLY PERMANENT SHOTCRETE FACE PER THE DETAILS HEREIN. MATERIALS (PERMANENT SOIL NAIL WALL) 1. WELDING: ELECTRIC ARC USING ELECTRODES E70-XX PLACED BY QUALIFIED WELDERS. 2. MISCELLANEOUS STEEL: STEEL SHALL CONFORM TO REQUIREMENTS OF ASTM A-36 {36 KSI) OR BffiER. 3. ANCHOR TENDON: PERMANENT NAILS: ANCHOR TENDON SHALL BE DOUBLE CORROSION PROTECTED (DCP) GRADE 75 ASTM A-615 THREADED BAR OR BffiER. SEE CROSS SECTIONS FOR BAR SIZES & LENGTHS. TEMPORARY NAILS: ANCHOR TENDON SHALL BE GRADE 75 ASTM A-615 THREADED BAR OR BffiER. SEE CROSS SECTIONS FOR BAR SIZES & LENGTHS. 4. ANCHOR CONCRETE/GROUT: ANCHOR PLUG FOR SOIL NAILS SHALL BE NEAT PORTLAND CEMENT WITH A MAXIMUM WATER-CEMENT RATIO OF 0.45 BY WEIGHT (TYPE I1/V CEMENT REQUIRED OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER). IT MAY CONTAIN AN ADDITIVE TO CONTROL SHRINKAGE, SUCH AS INTRAPLAST-N BY SIKA CORP. AND SHALL HAVE SUFFICIENT STRENGTH TO INSURE LOAD TRANSFER BETWEEN THE THREADED BAR AND SOIL. AT THE SHORING CONTRACTOR'S OPTION, A 4500 PSI CONCRETE @ 28 DAYS COMPRESSIVE STRENGTH MAY BE UTILIZED. (MAX. W /C=0.45 BY WEIGHT) 5. SHOTCRETE: SHOTCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 4500 PSI WITH A MAXIMUM WATER/CEMENT RATIO W/C=0.45; TYPE 11/v CEMENT REQUIRED (OR AS OTHERWISE DIRECTED BY THE GEOTECHNICAL ENGINEER). PERMANENT SHOTCRETE FACE SHALL BE APPLIED BY A CERTIFIED NOZZLEMAN. SHOTCRETE CONSTRUCTION AND TESTING SHALL COMPLY WITH THE REQUIREMENTS OF THE CBC, CHAPTER 19 FOR ALL PERMANENT FACING. 6. REINFORCING STEEL: REINFORCING STEEL SHALL BE GRADE 60 AND CONFORM TO REQUIREMENTS OF ASTM A615. 7. GEOCOMPOSITE DRAIN: GEOCOMPOSITE DRAINAGE BOARD SHALL BE MIRADRAIN 6000 BY MIRADRI (OR EQUAL). 8. WELDED WIRE FABRIC: STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-185. 9. WELDED STUDS: NELSON STUDS & WELDING PROCEDURE SHALL CONFORM TO THE MANUFACTURER REQUIREMENTS. PROCEDURE FOR SOIL NAIL TESTING 1. PERFORM A MINIMUM OF 2 PREPRODUCTION VERIFICATION TEST NAILS PRIOR TO THE START OF THE NAIL WALL INSTALLATION @ 150% OF THE ALLOWABLE PULL-OUT RESISTANCE IN ACCORDANCE WITH FHWA "GEOTECHNICAL ENGINEERING CIRCULAR No.7." IF BARS FOR VERIFICATION NAILS ARE OVERSIZED ADEQUATELY, THEY MAY BE USED AS PART OF THE PRODUCTION NAILS. 2. PROOF TEST 5% OF TOTAL ANCHORS @ 150% OF ALLOWABLE PULL-OUT RESISTANCE IN ACCORDANCE WITH FHWA "GEOTECHNICAL ENGINEERING CIRCULAR No.7." 3. PERFORMANCE TEST 2 ANCHORS MINIMUM IN EACH DIFFERENT ROCK/SOIL MATERIAL @ 150% OF ALLOWABLE PULL-OUT RESISTANCE IN ACCORDANCE WITH FHWA "GEOTECHNICAL ENGINEERING CIRCULAR No.4." 4. ALLOWABLE PULL OUT RESISTANCE EQUALS: 7.5 PSI {FILL) & 11 PSI (GRANITE ROCK). 5. ALL TESTING TO BE PERFORMED UNDER THE SUPERVISION OF THE GEOTECHNICAL ENGINEER'S REPRESENTATIVE. MONITORING (SOIL NAIL WALL) MONITORING OF THE SURROUNDING GRADE ADJACENT TO THE SHORED EXCAVATION AND EXISTING STRUCTURES SHALL BE PERFORMED AT REGULAR INTERVALS, NOT TO EXCEED FIVE DAYS OR WITH EACH LIFT OF THE EXCAVATION {WHICHEVER IS MORE FREQUENT), TO CONFIRM THAT SffiLEMENTS & LATERAL MOVEMENT AGREE WITH THOSE ESTIMATED. (MAXIMUM ESTIMATED SffiLEMENT & LATERAL MOVEMENT = 1.0 INCH) MONITORING MAY BE PERFORMED WEEKLY IF THE RESULTS OF PERFORMANCE MONITORING INDICATE STABLE CONDITIONS AND THE CONSTRUCTION MANAGER CONCURS THAT MONITORING FREQUENCY CAN BE REDUCED. A BASELINE SURVEY SHALL BE PERFORMED PRIOR TO THE BEGINNING OF CONSTRUCTION. SURVEY MONITORING POINTS SHALL BE PLACED AT SOIL NAIL LEVEL ONE AT APPROXIMATELY 30 FEET ON CENTER HORIZONTALLY. A SECOND SERIES OF MONITORING POINTS SHALL BE PLACED 10 FEET FROM THE FACE OF THE SHORING WALL ON THE ADJACENT GROUND BEHIND THE WALL LOCATION. SPECIAL INSPECTION NOTES 1. NOTICE TO THE APPLICANT /OWNER/OWNER'S AGENT/ ARCHITECT OR ENGINEER OF RECORD: BY USING THE PERMITTED CONSTRUCTION DRAWINGS FOR CONSTRUCTION/INSTALLATION OF THE WORK SPECIFIED HEREIN, YOU AGREE TO COMPLY WITH THE REQUIREMENTS OF CITY OF SAN DIEGO FOR SPECIAL INSPECTIONS, STRUCTURAL OBSERVATIONS, CONSTRUCTION MATIERIAL TESTING AND OFF-SITIE FABRICATION OF BUILDING COMPONENTS, CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS AND, AS REQUIRED BY THE CALIFORNIA CONSTRUCTION CODES. 2. NOTICE TO THE CONTRACTOR/BUILDER/INSTALLER/SUB-CONTRACTOR/OWNER-BUILDER: BY USING THE PERMITTED CONSTRUCTION DRAWINGS FOR CONSTRUCTION/INSTALLATION OF THE WORK SPECIFIED HEREIN, YOU ACKNOWLEDGE AND ARE AWARE OF, THE REQUIREMENTS CONTAINED IN THE STATIEMENT OF SPECIAL INSPECTIONS. YOU AGREE TO COMPLY WITH THE REQUIREMENTS OF CITY OF SAN DIEGO FOR SPECIAL INSPECTIONS, STRUCTURAL OBSERVATIONS, CONSTRUCTION MATIERIAL TIESTING AND OFF-SITIE FABRICATION OF BUILDING COMPONENTS, CONTAINED IN THE STATIEMENT OF SPECIAL INSPECTIONS AND, AS REQUIRED BY THE CALIFORNIA CONSTRUCTION CODES. 3. THE SPECIAL INSPECTOR MUST BE CERTIFIED BY THE CITY OF SAN DIEGO, DEVELOPMENT SERVICES, IN THE CATIEGORY OF WORK REQUIRED TO HAVE SPECIAL INSPECTION. 4. THE CONSTRUCTION MATIERIALS TIESTING LABORATORY MUST BE APPROVED BY THE CITY OF SAN DIEGO, DEVELOPMENT SERVICES, FOR TIESTING OF MATERIALS, SYSTIEMS, COMPONENTS AND, EQUIPMENT. 5. FABRICATOR MUST BE APPROVED BY THE CITY OF SAN DIEGO, DEVELOPMENT SERVICES FOR THE FABRICATION OF MEMBERS AND ASSEMBLIES ON THE PREMISES OF THE FABRICATOR'S SHOP. 6. FABRICATOR SHALL SUBMIT AN 'APPLICATION TO PERFORM OFF SITE FABRICATION' TO THE INSPECTION SERVICES DIVISION FOR APPROVAL PRIOR TO COMMENCEMENT OF FABRICATION. 7. FABRICATOR SHALL SUBMIT A "CERTIFICATIE OF COMPLIANCE FOR OFF-SITE FABRICATION" TO THE INSPECTION SERVICES DIVISION PRIOR TO ERECTION OF FABRICATED ITEMS AND ASSEMBLIES. 8. THE SPECIAL INSPECTIONS IDENTIFIED ON PLANS ARE IN ADDITION TO, AND NOT A SUBSTITUTE FOR, THOSE INSPECTIONS REQUIRED TO BE PERFORMED BY A CITY'S BUILDING INSPECTOR. 9. A CERTIFICATE OF SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION MUST BE COMPLETED AND SUBMITTED TO THE BUILDING INSPECTOR, OWNER, AND UPON REQUEST, TO THE RESPONSIBLE DESIGN ENGINEER. 01/27/2023 RICARDO j<lRDAN R.C.E. 68436 EXP. 9-30-23 DATIE STATEMENT OF SPECIAL INSPECTIONS VERIFICATION AND INSPECTION CONTINOUS PERIODIC CBC REFERENCE A. PERMANENT SHOTCRETE FACE 1. Inspection of reinforcing steel -X 1913.4 ond placement. 2. Verifying use of required design mix. -X 19D4.2, 1913.2, 1913.3 3. Strength tests, sampling & panel criteria -X 1913.10, 1913.lD.1, 1913.10.2 4. Inspection of shotcrete placement X 1913.10 for proper opplicotoin techniques. -1913.6, 1913.7, 1913.B 5. Inspection of maintenance of specified -X 1913.9 curing temperature ond techniques. 6. At the time fresh concrete is sampled to fabricate specimens for strength tests, X -1913.10 perform slump ond oir content tests, and determine the temperature of the concrete. B. TEMPORARY SHOTCRETE FACE 1. Inspection of reinforcing steel -X 1913.4 ond placement. 2. Verifying use of required design mix. -X 1913.2, 1913.3 3. Verifying strength design mix. -X VERIF1CATION AND INSPECTION (OTHER ITEMS) 1. 2. ,. 2. 3. 4. 5. Observe drilling operations and maintain complete and accurate records for each X -element. Verify placement locations and plumbness, confirm element diameters, lengths and X -and embedment. Record concrete/ grout values. Verify excavations ore extended to the -X proper depth. Verify testing & record lock off loods for X -anchors. Multiposs fillet welds (field welds) X -1704.3.1 ITEMS REQUIRING SPECIAL INSPECTION PLACEMENT OF SOIL NAILS 4,500 PSI SHOTCRETE DESIGN CRITERIA PLACEMENT OF REINFORCEMENT FIELD WELDING TESTING OF SOIL NAILS SOIL DESIGN DATA IS BASED ON THE RECOMMENDATIONS PROVIDED IN THE FOLLOWING GEOTECHNICAL REPORTS: A. UPDATE GEOTECHNICAL REPORT, IONIS LOTS 21 & 22 CARLSBAD OAKS NORTH BUSINESS PARK, CARLSBAD, CALIFORNIA PREPARED BY: GEOCON INC. PROJECT NO. 06442-32-31A DATED: OCTOBER 19, 2021 8. GEOTECHNICAL RECOMMENDATIONS SOIL NAIL RETAINING WALL AND PRELIMINARY CONCRETE PAVER PAVEMENT IONIS PHARMACEUTICALS LOTS 21 & 22, CARLSBAD OAKS NORTH BUSINESS PARK, CARLSBAD, CALIFORNIA PREPARED BY: GEOCON INC. PROJECT NO. 06442-32-31A DATED: JANUARY 18, 2023 DESIGN PARAMETERS: I DESCRIPTION I COHESION (PSF) I FRICTION ANGLE (degrees) I ESTIMATED ULTIMATE BOND SlRESS (psi)' I I COMPACTED FILL I 200 I 3D I 15 I I WEATHERED GRANITE ROCK I 300 I 38 I 35 I PEAK GROUND ACCELERATION: kh=0.21 PGA=0.403 (PROBABILITY OF EXCEEDANCE 10% IN A 50 YEAR PERIOD). (PSEUDOSTATIC DESIGN SEISMIC COEFFICIENT, kh=0.21, FHWA EON 5.20). SOIL DESIGN PARAMETERS USED FOR SOIL NAIL WALL DESIGN ARE BASED IN THE RECOMMENDATIONS CONTAINED IN THE REFERENCED GEOTE?'C"-H..,N.,.IC:.,AL ..... R.,.EP_.O..,R.,TS"-.---------~ I ES4.0 I D ID 1----1 r------"-------t--------------1 I 11 11 I SECTION 2 Earth Support Systems, Inc. 9685 Via Excelencia, Suite 104 San Diego, CA 92126 Ionis Lot 21 & 22 Engr: SRL Date: 09/01/21 Sheet:______ of ______ Temporary Shotcrete Facing Design Facing Properties H 26 ft:== Maximum retained height Hs 0 ft:== Retained slope height tf 4 in:== Shotcrete facing thickness f'c 4500 psi:== Shotcrete compressive strength shaft 6 in:== Soil nail drill shaft diameter Sh 6 ft:== Horizontal nail spacing Sv 5 ft:== Vertical nail spacing Welded Wire Reinforcement Wire "W4.0 x W4.0" grid 4 in= Welded wire center-to-center grid spacing N 1:== Number of welded wire reinforcement per layer Ast 0.12 in2 ft== Weld wire reinforcement area per foot width Welded Wire Ah N Ast:== Welded wire horizontal cross sectional area Ah 0.12 in2 ft= Av Ah:== Welded wire vertical cross sectional area Fywire 60 ksi:== Welded wire yield strength (ASTM A 1064)Av 0.12 in2 ft= Waler Bars at Nail Head (As Applicable) bar 5= Waler rebar size ("N/A" = Not applicable) Nb 2:== Number of waler / bearing bars Waler / Bearing Bars db diabar:== Waler / bearing bar nominal diameter db 0.63 in= Ab areabar:== Waler / bearing bar cross sectional area Ab 0.31 in2=Fyb 60 ksi:== Waler / bearing bar yield strength (Grade 60) Temporary Shotcrete.xmcd Section 2 Page 1 /1/W vww /1/W Earth Support Systems, Inc. 9685 Via Excelencia, Suite 104 San Diego, CA 92126 Ionis Lot 21 & 22 Engr: SRL Date: 09/01/21 Sheet:______ of ______ Facing Properties (Continued) Nail Head Assembly Plate "10-in x 10-in x 1-in":= bp 10 in:== Bearing plate width tp 1 in:== Bearing plate thickness Fyp 36 ksi:== Bearing plate yield strength (Grade 36) Soil Strength Properties 30 deg:== Internal soil friction angle 125 pcf:== Soil unit weight C 150 psf:== Soil cohesion x 1:== Horizontal Slope Projection y 1:== Vertical Slope Projection Internal Failure Loading 0 10 20 0 10 20 30 Critical Failure Plane GeometryInitial Guess fail 30 deg:= Given fail Q fail( ) d d 0= Find fail( ):= 30 deg= Q( ) 9580 plf= Temporary Shotcrete.xmcd Section 2 Page 2 / / / I / / / / / Waler lb<ars Earth Support Systems, Inc. 9685 Via Excelencia, Suite 104 San Diego, CA 92126 Ionis Lot 21 & 22 Engr: SRL Date: 09/01/21 Sheet:______ of ______ I. Facing Flexure SLD Strength Factors - Group IV, Temporary d tf dia- 2:== Distance to tensile negative moment reinforcement Avj Av ShNb Abj 1-( )+:== Negative reinforcement area Ahj Ah SvNb Ab+:== Positive reinforcement area CF 2.0 tf 4 inif 1.5 4 intf<6 inif 1.0 otherwise :== Flexure pressure factor Table 4.2, p. 104 FHWA-SA-96-069R F 0.67:== Nail head facing flexure factor Table 4.4, p. 119 FHWA-SA-96-069R Reinforcement Area Av1 0.72 in 2=Ah1 1.22 in 2=Positive Av2 1.34 in 2=Ah2 1.22 in 2=Negative Reinforcing depth,d 1.9 in=Horizontal Moment Capacity = Negative moment capacity p. 106 eqn 4.1A FHWA-SA-96-069R mvj Avj min Fywire Fyb, ( ) Sh d Avj min Fywire Fyb, ( ) 1.7 f'cSh-  := mhj Ahj min Fywire Fyb, ( ) Sv d Ahj min Fywire Fyb, ( ) 1.7 f'cSv-  :== Positive moment capacity p. 106 eqn 4.1A FHWA-SA-96-069R = Nominal nail head flexural capacity p. 105 eqn 4.1A FHWA-SA-96-069RTFmin 8CF mv1 mv2+( )Sh Sv   8CF mh1 mh2+( )Sv Sh       := Ultimate Strength TF 56.2 kip= Allowable Strength F TF37.7 kip= Temporary Shotcrete.xmcd Section 2 Page 3 --- I ' I Earth Support Systems, Inc. 9685 Via Excelencia, Suite 104 San Diego, CA 92126 Ionis Lot 21 & 22 Engr: SRL Date: 09/01/21 Sheet:______ of ______ II. Punching Shear SLD Strength Factors - Group I, Permanent Figure 4.9, p. 108 FHWA-SA-96-069R hc tf:== Effective punching cone height Dc bp 2hc+:== Effective punching cone diameter (Bottom) Dc' bp hc+:== Critical punching cone diameter (Mid-height) Dgc shaft:== Diameter of grouted soil nail column Ac Dc2 4:== Area of effective punching cone Agc Dgc2 4:== Area of effective punching cone Ac 254 in 2=Critical cone diameter, Dc' 14 in= Agc 28 in 2=Grouted col. diameter, Dgc 6 in= Nominal Nail Head Shear Strength s 0.67:== Punching shear strength factor - Table 4.5, p. 121 FHWA-SA-96-069R Cs 1.0:== Punching shear pressure factor - Table 4.5, p. 121 FHWA-SA-96-069R VN 4 f'c psiDc'hc:== Internal punching shear strength - Eqn. 4.2, p. 107 FHWA-SA-96-069R ACI 318-99, Eqn. 11-37 TPS VN 1 Cs Ac Agc-( ) Sv ShAgc-- :== Nominal nail head srength (Punching shear) Eqn. 4.3, p. 109 FHWA-SA-96-069R Ultimate Strength TPS 49.8 kip= Allowable Strength s TPS33.4 kip= Temporary Shotcrete.xmcd Section 2 Page 4 Earth Support Systems, Inc. 9685 Via Excelencia, Suite 104 San Diego, CA 92126 Ionis Lot 21 & 22 Engr: SRL Date: 09/01/21 Sheet:______ of ______ GOVERNING ALLOWABLE NAIL HEAD STRENGTH Tgov min F TF s TPS    := Tgov 33.4 kip=Allowable flexural capacity governs facing strength Minimum Allowable Nail Head Service Load Check FF 0.50:== Nail head survice factor p. 50 & 119 FHWA-SA-96-069R kc 1.5:== Complexity coefficient p. 50 & 119 FHWA-SA-96-069R kc = 1 for normal configurations kc = 2 for complex multi-layered soil configurations tF 2kc FFQ( )ShSv H:== Nail head survice load eqn. 4.6 FHWA-SA-96-069R SLoad if tF Tgov"Ok", "No Good", ( ):=Nail Head Allowable Load Tgov 33.4 kip= tF 16.6 kip=SLoad "Ok"=Nail Head Service Load Check Upper Cantilever One-Way Service Flexure Check Hcant 3 ft:== Maximum height of cantilevered shotcrete Ps 100 psf:== Uniform surcharge load ms 2 Q( ) H2 Hcant3 6Ps Hcant2 2+:== Cantilevered one-way service moment ms 0.58 kip ft ft= Mall F mv2:== Allowable one-way service moment Mall 1.3 kip ft ft=Flexure if ms Mall"Ok", "No Good", ( ):= Flexure "Ok"= Temporary Shotcrete.xmcd Section 2 Page 5 Earth Support Systems, Inc. 9685 Via Excelencia, Suite 104 San Diego, CA 92126 Ionis Lot 21 & 22 Engr: SRL Date: 09/01/21 Sheet:______ of ______ One-Way Service Shear vs 2 Q( ) H2 Hcant2 2Ps Hcant+:== Cantilevered service shear VNS 2 f'c psid:== Cantilevered one-way nominal shear ACI 318, Eqn. 11-28 Vall s VNS:== Cantilevered one-way allowable shear Shear if vs Vall"Ok", "No Good", ( ):= vs 0.4 klf= Vall 2 klf=Shear "Ok"= Welded Wire Mesh Minimum Development & Splice Length 1:== Aggregate concrete factor - ACI 12.2.4 Awire Ah grid:== Cross sectional area of welded wire grid ld 0.27 Awire in gridFywire f'c lb   :== Welded wire fabric development length - ACI 12.8 splice max grid 2 in+ 1.5 ld 6 in     :== Minimum welded wire splice length ACI 12.19.1 & 12.19.2 ld 2.4 in= splice 6 in= Minimum splice, Lap 2 Sqaures Temporary Shotcrete.xmcd Section 2 Page 6 ll l Earth Support Systems, Inc. 9685 Via Excelencia, Suite 104 San Diego, CA 92126 Ionis Lot 21 & 22 Engr: SRL Date: 09/01/21 Sheet:______ of ______ Facing Reinforcement Details (Continued) Waler & Bearing Bars Minimum Development Length (As Applicable) bar 5== Waler / Bearing rebar size (As applicable) db 0.63 in== Waler bar nominal diameter 1:== Rebar location factor - ACI 12.2.4 1:== Coating factor - ACI 12.2.4 1:== Aggregate concrete factor - ACI 12.2.4 cmin tf d-:== Waler / Bearing rebar minimum cover (As applicable) spacing 12 in:== Waler / Bearing spacing (As applicable) ACI 7.7.1 & ACI 12.2.2 Cover if cmin 2 in"Ok", "No Good", ( ):=Cover "Ok"= Space if spacing 2 db"Ok", "No Good", ( ):=Space "Ok"= Minimum Waler Bar Length ld 0 inbar "N/A"=if Fyb psi  25 f'c psi dbbar 6if Fyb psi  20 f'c psi dbbar 6>if otherwise := = Basic development length - ACI 12.2.2 ld 23 in= Use, 24" Long Waler Bars 12" o.c. Temporary Shotcrete.xmcd Section 2 Page 7 M/11 M/11 F F 1-- Earth Support Systems, Inc. 9685 Via Excelencia, Suite 104 San Diego, CA 92126 Ionis Lot 21 & 22 Engr: SRL Date: 09/01/21 Sheet:______ of ______ Theoretical Displacement H 26ft== Maximum soil nail retained height Lnail 22 ft:== Average nail length of wall under consideration Soil_type "B":== Soil type - Use: "A" for dense granular soils / rock "B" for medium dense granular soils "C" for loose granular soils / clays C 0.70:== Typical nail length to wall height ratio 0.1% Soil_type "A"=if 0.2% Soil_type "B"=if 0.4%( ) Soil_type "C"=if := = Peak wall displacement coefficients p. 53, 2.4.6 FHWA-SA-96-069R CH2 Lnail:== Maximum theoretical deflection 0.5 in= Facing Reinforcement Details Minimum Reinforcement b 12 in:== Width of concrete section for analysis Vertical Direction Asvmin 0.0012 tfb:== Minimum vertical reinforcement area - ACI 14.3.2 Avsteel Av b:== Total vertical reinforcement per foot width Asvmin 0.06 in 2= Vertical if Asvmin Avsteel"Ok", "No Good", ( ):= Avsteel 0.12 in 2=Vertical "Ok"= Horizontal Direction Ashmin 0.0020 tfb:== Minimum horizontal reinforcement area - ACI 14.3.3 Ahsteel Ah bNb Ab+:== Total horizontal reinforcement per foot width Ashmin 0.1 in2= Horizontal if Ashmin Ahsteel"Ok", "No Good", ( ):= Ahsteel 0.74 in2=Horizontal "Ok"= Temporary Shotcrete.xmcd Section 2 Page 8 vw vw /1/W Earth Support Systems, Inc. 9685 Via Excelencia, Suite 104 San Diego, CA 92126 Ionis Lot 21 & 22 Engr: SRL Date: 09/01/21 Sheet:______ of ______ Headed Stud Connection: ALTERNATE TEMPORARY SOIL NAIL DETAIL : Stud "3/4-in x 3-1/2-in":= ds 3 4 in= Stud diameter of "body" As 0.44 in 2== Stud cross sectional area of "body" Fus 26.51 kip== Stud ultimate tensile strength (60ksi Ultimate Strength) head 1.25 in== Stud head diameter thick 0.38 in== Stud head thickness Ahead 1.23 in 2== Cross sectional area of stud head Nstuds 4:== Number of studs per bearing plate ACI Committee 349 Diameter if 2.5 AsAhead<"Ok", "No Good", ( ):=Diameter "Ok"= Thickness if head ds-( ) 2 thick"Ok", "No Good",  :=Thickness "Ok"= Nelson Stud Facing Strength HS 0.50:== Headed-stud strength factor - Table 4.4, p. 119 FHWA-SA-96-069R THSN Nstuds Fus:== Nominal stud capacity Eqn. 4.4, p. 110 FHWA-SA-96-069R GOVERNING ALLOWABLE NAIL HEAD STRENGTH THSN 106 kip=Ultimate Strength HS THSN53 kip=Allowable Strength Temporary Shotcrete.xmcd Section 2 Page 9 Earth Support Systems, Inc. 9685 Via Excelencia, Suite 104 San Diego, CA 92126 Ionis Lot 21 & 22 Engr: SRL Date: 01/27/23 Sheet:______ of ______ Permanent Shotcrete Facing Design Facing Properties H 26 ft:== Maximum retained height Hs 0 ft:== Retained slope height tf 8 in:== Shotcrete facing thickness f'c 4500 psi:== Shotcrete compressive strength shaft 6 in:== Soil nail drill shaft diameter Sh 6 ft:== Horizontal nail spacing Sv 5 ft:== Vertical nail spacing Welded Wire Reinforcement Wire "W4.0 x W4.0" grid 4 in= Welded wire center-to-center grid spacing N 2:== Number of welded wire reinforcement per layer Ast 0.12 in2 ft== Weld wire reinforcement area per foot width Welded Wire Ah N Ast:== Welded wire horizontal cross sectional area Ah 0.24 in2 ft= Av Ah:== Welded wire vertical cross sectional area Fywire 60 ksi:== Welded wire yield strength (ASTM A 1064)Av 0.24 in2 ft= Waler Bars at Nail Head (As Applicable) bar 5= Waler rebar size ("N/A" = Not applicable) Nb 2:== Number of horizontal waler & vertical bearing bars Waler & Bearing Bars db diabar:== Waler bar nominal diameter db 0.63 in= Ab areabar:== Waler bar cross sectional area Ab 0.31 in2=Fyb 60 ksi:== Waler bar yield strength (Grade 60) Permanent Shotcrete Facing.xmcd Section 2 Page 10 /1/W vww /1/W Earth Support Systems, Inc. 9685 Via Excelencia, Suite 104 San Diego, CA 92126 Ionis Lot 21 & 22 Engr: SRL Date: 01/27/23 Sheet:______ of ______ Facing Properties (Continued) Nail Head Assembly Plate "10-in x 10-in x 1in":= bp 10 in:== Bearing plate width - 8" min, FHWA-SA-96-069R tp 1.0 in:== Bearing plate thickness - 0.75" min, FHWA-SA-96-069R Fyp 36 ksi:== Bearing plate yield strength (Grade 36) LHS tf tp-2 in-:== Maximum stud length SHS bp 3 in-:== Stud Spacing (1-1/2" Edge distance) Maximum Stud Length LHS 5 in=Soil Strength Properties 30 deg:== Internal soil friction angle SHS 7 in= 125 pcf:== Soil unit weight Stud Concrete CoverC150 psf:== Soil cohesion tf LHS-tp-2 in= x 1:== Horizontal Slope Projection scover "Ok"= y 1:== Vertical Slope Projection Internal Failure Loading 0 10 20 0 10 20 30 Critical Failure Plane GeometryInitial Guess fail 30 deg:= Given fail Q fail( ) d d 0= Find fail( ):= 30 deg= Q( ) 9580 plf= Permanent Shotcrete Facing.xmcd Section 2 Page 11 M/11 ~ I I - , / -/ - / / M/11 / ,-/ - / / V - I I Earth Support Systems, Inc. 9685 Via Excelencia, Suite 104 San Diego, CA 92126 Ionis Lot 21 & 22 Engr: SRL Date: 01/27/23 Sheet:______ of ______ I. Facing Flexure SLD Strength Factors - Group I, Permanent d tf dia- 2:== Distance to reinforcing steel Avj Av ShNb Abj 1-( )+:== Vertical reinforcement area Ahj Ah SvNb Ab+:== Horizontal reinforcement area CF 1.0:== Flexure pressure factor Table 4.2, p. 104 FHWA-SA-96-069R F 0.67:== Nail head facing flexure factor Table 4.4, p. 119 FHWA-SA-96-069R Reinforcement Area Av1 1.44 in 2=Ah1 1.82 in 2=Positive Av2 2.06 in 2=Ah2 1.82 in 2=Negative Moment Capacity (Compressive Reinforcement Neglected, Conservative) = Negative moment capacity p. 106 eqn 4.1A FHWA-SA-96-069R mvj Avj min Fywire Fyb, ( ) Sh d Avj min Fywire Fyb, ( ) 1.7 f'cSh-  := = Positive moment capacity p. 106 eqn 4.1A FHWA-SA-96-069R mhj Ahj min Fywire Fyb, ( ) Sv d Ahj min Fywire Fyb, ( ) 1.7 f'cSv-  := = Nominal nail head flexural capacity p. 105 eqn 4.1A FHWA-SA-96-069R TF min 8CF mv1 mv2+( )Sh Sv   8CF mh1 mh2+( )Sv Sh       := Ultimate Strength TF 88.6 kip= Allowable Strength F TF59.3 kip= Permanent Shotcrete Facing.xmcd Section 2 Page 12 Earth Support Systems, Inc. 9685 Via Excelencia, Suite 104 San Diego, CA 92126 Ionis Lot 21 & 22 Engr: SRL Date: 01/27/23 Sheet:______ of ______ II. Punching Shear SLD Strength Factors - Group I, Permanent Figure 4.9, p. 108 FHWA-SA-96-069R hc LHS tp+:== Effective punching cone height Dc SHS 2hc+:== Effective punching cone diameter (Bottom) Dc' SHS hc+:== Critical punching cone diameter (Mid-height) Dgc shaft:== Diameter of grouted soil nail column Ac Dc2 4:== Area of effective punching cone Agc Dgc2 4:== Area of effective punching cone Ac 284 in 2=Critical cone diameter, Dc' 13 in= Agc 28 in 2=Grouted col. diameter, Dgc 6 in= Nominal Nail Head Shear Strength s 0.67:== Punching shear strength factor - Table 4.4, p. 119 FHWA-SA-96-069R Cs 1.0:== Punching shear pressure factor - Table 4.2, p. 104 FHWA-SA-96-069R VN 4 f'c psiDc'hc:== Internal punching shear strength - Eqn. 4.2, p. 107 FHWA-SA-96-069R ACI 318-99, Eqn. 11-37 TPS VN 1 Cs Ac Agc-( ) Sv ShAgc-- :== Nominal nail head srength (Punching shear) Eqn. 4.3, p. 109 FHWA-SA-96-069R Ultimate Strength TPS 69.9 kip= Allowable Strength s TPS46.8 kip= Permanent Shotcrete Facing.xmcd Section 2 Page 13 l Earth Support Systems, Inc. 9685 Via Excelencia, Suite 104 San Diego, CA 92126 Ionis Lot 21 & 22 Engr: SRL Date: 01/27/23 Sheet:______ of ______ III. Headed Stud Connection Stud "3/4-in x 6-in":= ds 0.75 in= Stud diameter of "body" As 0.44 in 2== Stud cross sectional area of "body" Fus 26.51 kip== Stud ultimate tensile strength (60ksi Ultimate Strength) head 1.25 in== Stud head diameter thick 0.38 in== Stud head thickness Ahead 1.23 in 2== Cross sectional area of stud head Nstuds 4:== Number of studs per bearing plate ACI Committee 349 Diameter if 2.5 AsAhead<"Ok", "No Good", ( ):=Diameter "Ok"= Thickness if head ds-( ) 2 thick"Ok", "No Good",  :=Thickness "Ok"= Nelson Stud Facing Strength HS 0.50:== Headed-stud strength factor - Table 4.4, p. 119 FHWA-SA-96-069R THSN Nstuds Fus:== Nominal stud capacity Eqn. 4.4, p. 110 FHWA-SA-96-069R GOVERNING ALLOWABLE NAIL HEAD STRENGTH THSN 106 kip=Ultimate Strength Tgov min F TF s TPS HS THSN     :=HS THSN53 kip=Allowable Strength Tgov 46.8 kip=Punching Shear Governs Permanent Shotcrete Facing.xmcd Section 2 Page 14 Earth Support Systems, Inc. 9685 Via Excelencia, Suite 104 San Diego, CA 92126 Ionis Lot 21 & 22 Engr: SRL Date: 01/27/23 Sheet:______ of ______ Minimum Allowable Nail Head Service Load Check FF 0.50:== Nail head survice factor p. 50 & 119 FHWA-SA-96-069R kc 1.5:== Complexity coefficient p. 50 & 119 FHWA-SA-96-069R kc = 1 for normal configurations kc = 2 for complex multi-layered soil configurations tF 2kc FFQ( )ShSv H:== Nail head survice load eqn. 4.6 FHWA-SA-96-069R SLoad if tF Tgov"Ok", "No Good", ():=Nail Head Allowable Load Tgov 46.8 kip= tF 16.6 kip=SLoad "Ok"=Nail Head Service Load Check Upper Cantilever One-Way Service Flexure Check Hcant 3.0 ft:== Maximum height of cantilevered shotcrete Ps 100 psf:== Uniform surcharge load ms 2 Q( ) H2 Hcant3 6Ps Hcant2 2+:== Cantilevered one-way service moment ms 0.58 kip ft ft= Mall F mv2:== Allowable one-way service moment Flexure if ms Mall"Ok", "No Good", ( ):=Mall 4.21 kip ft ft= One-Way Service Shear Flexure "Ok"= vs 2 Q( ) H2 Hcant2 2Ps Hcant+:== Cantilevered service shear VNS 2 f'c psid:== Cantilevered one-way nominal shear ACI 318, Eqn. 11-28 vs 0.4 klf= Vall s VNS:== Cantilevered one-way allowable shear Vall 4.2 klf= Shear if vs Vall"Ok", "No Good", ( ):= Shear "Ok"= Permanent Shotcrete Facing.xmcd Section 2 Page 15 _J /I/WW Earth Support Systems, Inc. 9685 Via Excelencia, Suite 104 San Diego, CA 92126 Ionis Lot 21 & 22 Engr: SRL Date: 01/27/23 Sheet:______ of ______ Facing Reinforcement Details Minimum Reinforcement b 12 in:== Width of concrete section for analysis Vertical Direction Asvmin 0.0012 tfb:== Minimum vertical reinforcement area - ACI 14.3.2 Avsteel Av b:== Total vertical reinforcement per foot width Vertical if Asvmin Avsteel"Ok", "No Good", ( ):= Asvmin 0.12 in 2= Avsteel 0.24 in 2=Vertical "Ok"=Horizontal Direction Ashmin 0.0020 tfb:== Minimum horizontal reinforcement area - ACI 14.3.3 Ahsteel Ah bNb Ab+:== Total horizontal reinforcement per foot width Horizontal if Ashmin Ahsteel"Ok", "No Good", ( ):= Ashmin 0.19 in 2= Horizontal "Ok"=Ahsteel 0.86 in 2=Welded Wire Mesh Minimum Development & Splice Length 1:== Aggregate concrete factor - ACI 12.2.4 Awire Ah grid:== Cross sectional area of welded wire grid ld 0.27 Awire in gridFywire f'c lb   :== Welded wire fabric development length - ACI 12.8 splice max grid 2 in+ 1.5 ld 6 in     :== Minimum welded wire splice length ACI 12.19.1 & 12.19.2 ld 4.8 in= splice 7 in= Minimum splice, Lap 2 squares Permanent Shotcrete Facing.xmcd Section 2 Page 16 _J vw Earth Support Systems, Inc. 9685 Via Excelencia, Suite 104 San Diego, CA 92126 Ionis Lot 21 & 22 Engr: SRL Date: 01/27/23 Sheet:______ of ______ Facing Reinforcement Details (Continued) Waler & Bearing Bars Minimum Development Length (As Applicable) bar 5== Waler / Bearing rebar size (As applicable) db 0.63 in== Waler / Bearing bar nominal diameter 1:== Rebar location factor - ACI 12.2.4 1:== Coating factor - ACI 12.2.4 1:== Aggregate concrete factor - ACI 12.2.4 cmin tf max d( )-:== Waler / Bearing rebar minimum cover (As applicable) spacing 12 in:== Waler / Bearing spacing (As applicable) ACI 7.7.1 & ACI 12.2.2 Cover if cmin 2 in"Ok", "No Good", ( ):=Cover "Ok"= Space if spacing 2 db"Ok", "No Good", ( ):=Space "Ok"= Minimum Waler Bar Length ld 0 inbar "N/A"=if Fyb psi  25 f'c psi dbbar 6if Fyb psi  20 f'c psi dbbar 6>if otherwise := = Basic development length - ACI 12.2.2 ld 23 in=1.3 ld29 in=(25" splice length) Permanent Shotcrete Facing.xmcd Section 2 Page 17 MN F F I Earth Support Systems, Inc. 9685 Via Excelencia, Suite 104 San Diego, CA 92126 Ionis Lot 21 & 22 Engr: SRL Date: 01/27/23 Sheet:______ of ______ Theoretical Displacement H 26ft== Maximum soil nail retained height Lnail 0.8 H:== Average nail length of wall under considerationLnail 20.8ft= Soil_type "B":== Soil type - Use: "A" for dense granular soils / rock "B" for medium dense granular soils "C" for loose granular soils / clays C 0.70:== Typical nail length to wall height ratio 0.1% Soil_type "A"=if 0.2% Soil_type "B"=if 0.4%( ) Soil_type "C"=if := = Peak wall displacement coefficients p. 53, 2.4.6 FHWA-SA-96-069R CH2 Lnail:== Maximum theoretical deflection 0.5 in= Permanent Shotcrete Facing.xmcd Section 2 Page 18 Earth Support Systems, Inc. 9685 Via Excelencia, Suite 104 San Diego, CA 92126 Ionis Lot 21 & 22 Engr: SRL Date: 01/27/22 Sheet:______ of ______ Seismic Shotcrete Facing Design Facing Properties H 26 ft:== Maximum retained height Hs 0 ft:== Retained slope height tf 8 in:== Shotcrete facing thickness f'c 4500 psi:== Shotcrete compressive strength shaft 6 in:== Soil nail drill shaft diameter Sh 6 ft:== Horizontal nail spacing Sv 5 ft:== Vertical nail spacing Welded Wire Reinforcement Wire "W4.0 x W4.0" grid 4 in= Welded wire center-to-center grid spacing N 2:== Number of welded wire reinforcement per layer Ast 0.12 in2 ft== Weld wire reinforcement area per foot width Welded Wire Ah N Ast:== Welded wire horizontal cross sectional area Ah 0.24 in2 ft= Av Ah:== Welded wire vertical cross sectional area Fywire 60 ksi:== Welded wire yield strength (ASTM A 1064)Av 0.24 in2 ft= Waler Bars at Nail Head (As Applicable) bar 5= Waler rebar size ("N/A" = Not applicable) Nb 2:== Number of horizontal waler & vertical bearing bars Waler & Bearing Bars db diabar:== Waler bar nominal diameter db 0.63 in= Ab areabar:== Waler bar cross sectional area Ab 0.31 in2=Fyb 60 ksi:== Waler bar yield strength (Grade 60) Seismic Shotcrete Facing.xmcd Section 2 Page 19 /1/W vww /1/W Earth Support Systems, Inc. 9685 Via Excelencia, Suite 104 San Diego, CA 92126 Ionis Lot 21 & 22 Engr: SRL Date: 01/27/22 Sheet:______ of ______ Facing Properties (Continued) Nail Head Assembly Plate "10-in x 10-in x 1in":= bp 10 in:== Bearing plate width - 8" min, FHWA-SA-96-069R tp 1.0 in:== Bearing plate thickness - 0.75" min, FHWA-SA-96-069R Fyp 36 ksi:== Bearing plate yield strength (Grade 36) LHS tf tp-2 in-:== Maximum stud length SHS bp 3 in-:== Stud Spacing (1-1/2" Edge distance) Maximum Stud Length LHS 5 in=Soil Strength Properties 30 deg:== Internal soil friction angle SHS 7 in= 125 pcf:== Soil unit weight Stud Concrete CoverC150 psf:== Soil cohesion tf LHS-tp-2 in= x 2:== Horizontal Slope Projection scover "Ok"= y 1:== Vertical Slope Projection Internal Failure Loading 0 10 20 0 10 20 30 Critical Failure Plane GeometryInitial Guess fail 30 deg:= Given fail Q fail( ) d d 0= Find fail( ):= 30 deg= Q( ) 9580 plf= Seismic Shotcrete Facing.xmcd Section 2 Page 20 M/11 ~ I I - , / -/ - / / M/11 / ,-/ - / / V - I I Earth Support Systems, Inc. 9685 Via Excelencia, Suite 104 San Diego, CA 92126 Ionis Lot 21 & 22 Engr: SRL Date: 01/27/22 Sheet:______ of ______ I. Facing Flexure SLD Strength Factors - Group I, Permanent d tf dia- 2:== Distance to reinforcing steel Avj Av ShNb Abj 1-( )+:== Vertical reinforcement area Ahj Ah SvNb Ab+:== Horizontal reinforcement area CF 1.0:== Flexure pressure factor Table 4.2, p. 104 FHWA-SA-96-069R F 0.89:== Nail head facing flexure factor Table 4.4, p. 119 FHWA-SA-96-069R Reinforcement Area Av1 1.44 in 2=Ah1 1.82 in 2=Positive Av2 2.06 in 2=Ah2 1.82 in 2=Negative Moment Capacity (Compressive Reinforcement Neglected, Conservative) = Negative moment capacity p. 106 eqn 4.1A FHWA-SA-96-069R mvj Avj min Fywire Fyb, ( ) Sh d Avj min Fywire Fyb, ( ) 1.7 f'cSh-  := = Positive moment capacity p. 106 eqn 4.1A FHWA-SA-96-069R mhj Ahj min Fywire Fyb, ( ) Sv d Ahj min Fywire Fyb, ( ) 1.7 f'cSv-  := = Nominal nail head flexural capacity p. 105 eqn 4.1A FHWA-SA-96-069R TF min 8CF mv1 mv2+( )Sh Sv   8CF mh1 mh2+( )Sv Sh       := Ultimate Strength TF 88.6 kip= Allowable Strength F TF78.8 kip= Seismic Shotcrete Facing.xmcd Section 2 Page 21 Earth Support Systems, Inc. 9685 Via Excelencia, Suite 104 San Diego, CA 92126 Ionis Lot 21 & 22 Engr: SRL Date: 01/27/22 Sheet:______ of ______ II. Punching Shear SLD Strength Factors - Group I, Permanent Figure 4.9, p. 108 FHWA-SA-96-069R hc LHS tp+:== Effective punching cone height Dc SHS 2hc+:== Effective punching cone diameter (Bottom) Dc' SHS hc+:== Critical punching cone diameter (Mid-height) Dgc shaft:== Diameter of grouted soil nail column Ac Dc2 4:== Area of effective punching cone Agc Dgc2 4:== Area of effective punching cone Ac 284 in 2=Critical cone diameter, Dc' 13 in= Agc 28 in 2=Grouted col. diameter, Dgc 6 in= Nominal Nail Head Shear Strength s 0.89:== Punching shear strength factor - Table 4.4, p. 119 FHWA-SA-96-069R Cs 1.0:== Punching shear pressure factor - Table 4.2, p. 104 FHWA-SA-96-069R VN 4 f'c psiDc'hc:== Internal punching shear strength - Eqn. 4.2, p. 107 FHWA-SA-96-069R ACI 318-99, Eqn. 11-37 TPS VN 1 Cs Ac Agc-( ) Sv ShAgc-- :== Nominal nail head srength (Punching shear) Eqn. 4.3, p. 109 FHWA-SA-96-069R Ultimate Strength TPS 69.9 kip= Allowable Strength s TPS62.2 kip= Seismic Shotcrete Facing.xmcd Section 2 Page 22 l Earth Support Systems, Inc. 9685 Via Excelencia, Suite 104 San Diego, CA 92126 Ionis Lot 21 & 22 Engr: SRL Date: 01/27/22 Sheet:______ of ______ III. Headed Stud Connection Stud "3/4-in x 6-in":= ds 0.75 in= Stud diameter of "body" As 0.44 in 2== Stud cross sectional area of "body" Fus 26.51 kip== Stud ultimate tensile strength (60ksi Ultimate Strength) head 1.25 in== Stud head diameter thick 0.38 in== Stud head thickness Ahead 1.23 in 2== Cross sectional area of stud head Nstuds 4:== Number of studs per bearing plate ACI Committee 349 Diameter if 2.5 AsAhead<"Ok", "No Good", ( ):=Diameter "Ok"= Thickness if head ds-( ) 2 thick"Ok", "No Good",  :=Thickness "Ok"= Nelson Stud Facing Strength HS 0.67:== Headed-stud strength factor - Table 4.4, p. 119 FHWA-SA-96-069R THSN Nstuds Fus:== Nominal stud capacity Eqn. 4.4, p. 110 FHWA-SA-96-069R GOVERNING ALLOWABLE NAIL HEAD STRENGTH THSN 106 kip=Ultimate Strength Tgov min F TF s TPS HS THSN     :=HS THSN71 kip=Allowable Strength Tgov 62.2 kip=Punching Shear governs Seismic Shotcrete Facing.xmcd Section 2 Page 23 Earth Support Systems, Inc. 9685 Via Excelencia, Suite 104 San Diego, CA 92126 Ionis Lot 21 & 22 Engr: SRL Date: 01/27/22 Sheet:______ of ______ Minimum Allowable Nail Head Service Load Check FF 0.50:== Nail head survice factor p. 50 & 119 FHWA-SA-96-069R kc 1.5:== Complexity coefficient p. 50 & 119 FHWA-SA-96-069R kc = 1 for normal configurations kc = 2 for complex multi-layered soil configurations tF 2kc FFQ( )ShSv H:== Nail head survice load eqn. 4.6 FHWA-SA-96-069R SLoad if tF Tgov"Ok", "No Good", ():=Nail Head Allowable Load Tgov 62.2 kip= tF 16.6 kip=SLoad "Ok"=Nail Head Service Load Check Upper Cantilever One-Way Service Flexure Check Hcant 3.0 ft:== Maximum height of cantilevered shotcrete Ps 17 pcf:==Triangular seismic load ms 2 Q( ) H2 Hcant3 6Ps H( ) Hcant2 2+Ps H H Hcant  Hcant2 6+:= ms 2.19 kip ft ft= Mall F mv2:== Allowable one-way service moment Flexure if ms Mall"Ok", "No Good", ( ):=Mall 5.6 kip ft ft= One-Way Service Shear Flexure "Ok"= vs 2 Q( ) H2 Hcant2 2Ps HPs H H Hcant- Hcant+Ps H H Hcant  Hcant 2+:= VNS 2 f'c psid:== Cantilevered one-way nominal shear ACI 318, Eqn. 11-28 vs 1.4 klf= Vall s VNS:== Cantilevered one-way allowable shear Vall 5.6 klf= Shear if vs Vall"Ok", "No Good", ( ):= Shear "Ok"= Seismic Shotcrete Facing.xmcd Section 2 Page 24 _J NWW Earth Support Systems, Inc. 9685 Via Excelencia, Suite 104 San Diego, CA 92126 Ionis Lot 21 & 22 Engr: SRL Date: 01/27/22 Sheet:______ of ______ Facing Reinforcement Details Minimum Reinforcement b 12 in:== Width of concrete section for analysis Vertical Direction Asvmin 0.0012 tfb:== Minimum vertical reinforcement area - ACI 14.3.2 Avsteel Av b:== Total vertical reinforcement per foot width Vertical if Asvmin Avsteel"Ok", "No Good", ( ):= Asvmin 0.12 in 2= Avsteel 0.24 in 2=Vertical "Ok"=Horizontal Direction Ashmin 0.0020 tfb:== Minimum horizontal reinforcement area - ACI 14.3.3 Ahsteel Ah bNb Ab+:== Total horizontal reinforcement per foot width Horizontal if Ashmin Ahsteel"Ok", "No Good", ( ):= Ashmin 0.19 in 2= Horizontal "Ok"=Ahsteel 0.86 in 2=Welded Wire Mesh Minimum Development & Splice Length 1:== Aggregate concrete factor - ACI 12.2.4 Awire Ah grid:== Cross sectional area of welded wire grid ld 0.27 Awire in gridFywire f'c lb   :== Welded wire fabric development length - ACI 12.8 splice max grid 2 in+ 1.5 ld 6 in     :== Minimum welded wire splice length ACI 12.19.1 & 12.19.2 ld 4.8 in= splice 7 in= Minimum splice, Lap 2 squares Seismic Shotcrete Facing.xmcd Section 2 Page 25 _J W,/ Earth Support Systems, Inc. 9685 Via Excelencia, Suite 104 San Diego, CA 92126 Ionis Lot 21 & 22 Engr: SRL Date: 01/27/22 Sheet:______ of ______ Facing Reinforcement Details (Continued) Waler & Bearing Bars Minimum Development Length (As Applicable) bar 5== Waler / Bearing rebar size (As applicable) db 0.63 in== Waler / Bearing bar nominal diameter 1:== Rebar location factor - ACI 12.2.4 1:== Coating factor - ACI 12.2.4 1:== Aggregate concrete factor - ACI 12.2.4 cmin tf max d( )-:== Waler / Bearing rebar minimum cover (As applicable) spacing 12 in:== Waler / Bearing spacing (As applicable) ACI 7.7.1 & ACI 12.2.2 Cover if cmin 2 in"Ok", "No Good", ( ):=Cover "Ok"= Space if spacing 2 db"Ok", "No Good", ( ):=Space "Ok"= Minimum Waler Bar Length ld 0 inbar "N/A"=if Fyb psi  25 f'c psi dbbar 6if Fyb psi  20 f'c psi dbbar 6>if otherwise := = Basic development length - ACI 12.2.2 ld 23 in=1.3 ld29 in=(25" splice length) Seismic Shotcrete Facing.xmcd Section 2 Page 26 M/11 M/11 F F I SECTION 3 Input File: C:\PROJECTS\IONISL~1\REV0~1\H10T.gni This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 1 -5 0 5 10 15 20 25 2 0 -2 -4 -6 -8 -10 -12 Ionis Section 3 Page 1 LOAD GROUP:_____ - (____________________) SHORZ = ______ ft. (HORIZONTAL NAIL SPACING) SVERT = ______ ft. (VERTICAL NAIL SPACING) DBAR = ______ in. (BAR DIAMETER) GRADE____ DHOLE = _____ in. (DIAMETER OF DRILLED HOLE) SOIL NAIL DESIGN SECTION (H = ft. max) I STATIC 6 VARIES 6 75___6 10 Input File: C:\PROJECTS\IONISL~1\REV0~1\H10T.gni GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 1 Ionis ,--------------------------. / General Data / 1--------------------------╬-----------------. / File Indentifier / H10T.GNI / / Unit weight of water / 62.4 / / Base depth for analysis / 10.0 / / Seismic Coefficient / 0.0 / / Minimum Base Exit Angle / 15.0 / / X Search limit (left) / 15.0 / / X Search limit (right) / 30.0 / / Number of slip circles / 250 / / No. of slip circle exits / 30 / ╚--------------------------B-----------------╝ ,-------------------------------------------------. / LRFD and Safety Factor Data / 1-------------------------------------------------╬-------. / Analysis Mode: (L)RFD or (S)LD (specify L or S) / S / 1- SLD Safety and Strength Factors (mode S only) -╬-------D / FS for Soil Cohesion / 1.3 / / FS for Soil Friction / 1.3 / / Strength Factor for Head Strength / 0.67 / / Strength Factor for Nail Tendon Strength / 0.55 / / Strength Factor for Nail Pullout Resistance / 0.5 / 1- LRFD Load Factors (mode L only) ---------------╬-------D / LF for Unit Weight of Water / 1 / / LF for Unit Weight of Soil / 1.35 / / LF for Surcharge Loads / 1.75 / / LF for Seismic Loads / 1 / 1- LRFD Resistance Factors (mode L only) ---------╬-------D / RF for Soil Cohesion / 1 / / RF for Soil Friction Angle / 0.75 / / RF for Head Strength / 0.9 / / RF for Nail Pullout Resistance / 0.7 / / RF for Nail Tendon Strength / 0.9 / ╚-------------------------------------------------B-------╝ ,--------------------------G----------G-----------. / PIEZOMETRIC DATA / X-Value /Piez. Level/ 1--------------------------╬----------╬-----------D / Point 1 / / / / Point 2 / / / / Point 3 / / / / Point 4 / / / / Point 5 / / / / Point 6 / / / / Point 7 / / / / Point 8 / / / / Point 9 / / / / Point 10 / / / ╚--------------------------B----------B-----------╝ Section 3 Page 2 Input File: C:\PROJECTS\IONISL~1\REV0~1\H10T.gni GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 2 ,------------------------. / Nodal Data / 1-------G-------G-------G╬-------G-------G-------GG-------G-------G-------. /Node No/X-Value/Y-Value//Node No/X-Value/Y-Value//Node No/X-Value/Y-Value/ 1-------╬-------╬-------╬╬-------╬-------╬-------╬╬-------╬-------╬-------D / 1 /0 /0 // 16 / / // 31 / / / / 2 /0.001 /-10 // 17 / / // 32 / / / / 3 /30 /-10 // 18 / / // 33 / / / / 4 / / // 19 / / // 34 / / / / 5 / / // 20 / / // 35 / / / / 6 / / // 21 / / // 36 / / / / 7 / / // 22 / / // 37 / / / / 8 / / // 23 / / // 38 / / / / 9 / / // 24 / / // 39 / / / / 10 / / // 25 / / // 40 / / / / 11 / / // 26 / / // 41 / / / / 12 / / // 27 / / // 42 / / / / 13 / / // 28 / / // 43 / / / / 14 / / // 29 / / // 44 / / / / 15 / / // 30 / / // 45 / / / ╚-------B-------B-------BB-------B-------B-------BB-------B-------B-------╝ ,-----------------------------------. / Wall Segment Data / 1------G------G------G------G-------╬G------G------G------G------G-------. / Seg. / Node / Node / Soil /Pullout// Seg. / Node / Node / Soil /Pullout/ / No. / 1 / 2 / ID /Res. ID// No. / 1 / 2 / ID /Res. ID/ 1------╬------╬------╬------╬-------╬╬------╬------╬------╬------╬-------D / 1 /1 /2 /1 /1 // 11 / / / / / / 2 / / / / // 12 / / / / / / 3 / / / / // 13 / / / / / / 4 / / / / // 14 / / / / / / 5 / / / / // 15 / / / / / / 6 / / / / // 16 / / / / / / 7 / / / / // 17 / / / / / / 8 / / / / // 18 / / / / / / 9 / / / / // 19 / / / / / / 10 / / / / // 20 / / / / / ╚------B------B------B------B-------BB------B------B------B------B-------╝ ,---------------------------. / Surface Segment Data / 1------G------G------G------╬G------G------G------G------. / Seg. / Node / Node / Soil // Seg. / Node / Node / Soil / / No. / 1 / 2 / ID // No. / 1 / 2 / ID / 1------╬------╬------╬------╬╬------╬------╬------╬------D / 1 / 2 / 3 / 1 // 11 / / / / / 2 / / / // 12 / / / / / 3 / / / // 13 / / / / / 4 / / / // 14 / / / / / 5 / / / // 15 / / / / / 6 / / / // 16 / / / / / 7 / / / // 17 / / / / / 8 / / / // 18 / / / / / 9 / / / // 19 / / / / / 10 / / / // 20 / / / / ╚------B------B------B------BB------B------B------B------╝ Section 3 Page 3 Input File: C:\PROJECTS\IONISL~1\REV0~1\H10T.gni GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 3 ,-----------------------------------. / Internal Segment Data / 1------G------G------G------G-------╬G------G------G------G------G-------. / Seg. / Node / Node / Soil /Pullout// Seg. / Node / Node / Soil /Pullout/ / No. / 1 / 2 / ID /Res. ID// No. / 1 / 2 / ID /Res. ID/ 1------╬------╬------╬------╬-------╬╬------╬------╬------╬------╬-------D / 1 / / / / // 11 / / / / / / 2 / / / / // 12 / / / / / / 3 / / / / // 13 / / / / / / 4 / / / / // 14 / / / / / / 5 / / / / // 15 / / / / / / 6 / / / / // 16 / / / / / / 7 / / / / // 17 / / / / / / 8 / / / / // 18 / / / / / / 9 / / / / // 19 / / / / / / 10 / / / / // 20 / / / / / ╚------B------B------B------B-------BB------B------B------B------B-------╝ ,----------------------------------------. / Soil Strength & Pullout Resist. Data / 1--------G-------G-------G-------G-------D /Material/ / / Unit /Pullout/ / ID No. / c / ø / Weight/ Res. / 1--------╬-------╬-------╬-------╬-------D / 1 / 150 / 30 / 125 / 3393 / / 2 / / / / / / 3 / / / / / / 4 / / / / / / 5 / / / / / / 6 / / / / / / 7 / / / / / / 8 / / / / / / 9 / / / / / / 10 / / / / / / 11 / / / / / / 12 / / / / / / 13 / / / / / / 14 / / / / / ╚--------B-------B-------B-------B-------╝ ,-------------------------------. / Surcharge Pressure Data / 1-------G-------G-------G-------D /Load No/X-value/ Vert. / Horiz./ 1-------╬-------╬-------╬-------D / 1 / 2 / 0 / 0 / / 2 / 22 / 300 / 0 / / 3 / / / / / 4 / / / / / 5 / / / / / 6 / / / / / 7 / / / / / 8 / / / / / 9 / / / / / 10 / / / / ╚-------B-------B-------B-------╝ Section 3 Page 4 Input File: C:\PROJECTS\IONISL~1\REV0~1\H10T.gni GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 4 ,------------------G---------G--------G--------G--------G--------. / / Nail / Nail / Tendon / Head / Fixed / / Nail Data / Depth / Length /Strength/Strength/ Nail? / 1------------------╬---------╬--------╬--------╬--------╬--------D / Nail Row 1 / 2.5 / 10 / 33000 / 45600 / / / Nail Row 2 / 7.5 / 10 / 33000 / 45600 / / / Nail Row 3 / / / / / / / Nail Row 4 / / / / / / / Nail Row 5 / / / / / / / Nail Row 6 / / / / / / / Nail Row 7 / / / / / / / Nail Row 8 / / / / / / / Nail Row 9 / / / / / / / Nail Row 10 / / / / / / / Nail Row 11 / / / / / / / Nail Row 12 / / / / / / / Nail Row 13 / / / / / / / Nail Row 14 / / / / / / / Nail Row 15 / / / / / / /------------------╬---------╬--------B--------B--------B--------╝ / Horiz. Spacing / 6 / / Nail Declination/ 15 / ╚------------------B---------╝ Section 3 Page 5 Output File: C:\PROJECTS\IONISL~1\REV0~1\H10T.gnd GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 1 ,------------------. / Design Data / 1------------------B----------------------------. / Nail Head Factor = 1.00 for circle no 24 / / Nail Length Factor = 0.41 for circle no 1 / 1------------G-------------G--------------------D / / / Required Nail / / Nail No. / Circle No / Tendon Strength / ╟TTTTTTTTTTTT╫TTTTTTTTTTTTT╫TTTTTTTTTTTTTTTTTTTTV / 1 / 24 / 0.00 / / 2 / 1 / 3944.49 / 1------------╬-------------╬--------------------D / / / Required / / Nail No. / Circle No / Nail Length / ╟TTTTTTTTTTTT╫TTTTTTTTTTTTT╫TTTTTTTTTTTTTTTTTTTTV / 1 / / 4.08 / / 2 / / 4.08 / ╚------------B-------------B--------------------╝ ,------------------. / Output Data / 1------------------B---------. / Wall Height = 10.00 / / Wall Slope = 89.99 / 1----------G------------G----B-------G------------G------------G------------G-------------. / / / / / / /Force Req'd/ / / Circle / Circle / Circle / Circle / Circle / Moment / Unit Wall / / Number / X-Intercept/ Base Angle / X-Center / Y-Center / Ratio / Length / ╟TTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTTTV / 1 / 15.03 / 33.56 / -4992.49 / -7525.79 / 1.000 / 361.58 / / 2 / 15.03 / 31.87 / -156.16 / -251.19 / 0.999 / 307.20 / / 3 / 15.03 / 30.17 / -75.61 / -130.03 / 0.999 / 248.20 / / 4 / 15.03 / 28.48 / -48.13 / -88.70 / 0.999 / 178.58 / / 5 / 15.03 / 26.79 / -34.25 / -67.82 / 0.998 / 100.23 / / 6 / 15.03 / 25.10 / -25.87 / -55.21 / 0.997 / 8.11 / / 7 / 15.14 / 33.37 / -4992.43 / -7579.38 / 1.000 / 321.48 / / 8 / 15.14 / 31.68 / -156.11 / -252.95 / 0.999 / 266.50 / / 9 / 15.14 / 29.99 / -75.56 / -130.93 / 0.999 / 206.90 / / 10 / 15.14 / 28.29 / -48.08 / -89.29 / 0.999 / 136.66 / / 11 / 15.14 / 26.60 / -34.20 / -68.27 / 0.998 / 57.66 / / 12 / 15.29 / 33.12 / -4992.36 / -7653.73 / 1.000 / 265.60 / / 13 / 15.29 / 31.42 / -156.04 / -255.38 / 1.000 / 211.14 / / 14 / 15.29 / 29.73 / -75.49 / -132.16 / 0.999 / 148.33 / / 15 / 15.29 / 28.04 / -48.00 / -90.12 / 0.999 / 78.21 / / 16 / 15.45 / 32.85 / -4992.28 / -7732.91 / 1.000 / 205.78 / / 17 / 15.45 / 31.15 / -155.96 / -257.97 / 0.999 / 150.41 / / 18 / 15.45 / 29.46 / -75.41 / -133.48 / 0.999 / 86.65 / / 19 / 15.45 / 27.77 / -47.93 / -91.00 / 0.999 / 15.67 / / 20 / 15.62 / 32.56 / -4992.19 / -7817.29 / 1.000 / 141.67 / / 21 / 15.62 / 30.87 / -155.87 / -260.74 / 0.999 / 85.32 / / 22 / 15.62 / 29.18 / -75.32 / -134.88 / 0.999 / 20.57 / / 23 / 15.80 / 32.27 / -4992.10 / -7907.31 / 1.000 / 72.93 / / 24 / 15.80 / 30.57 / -155.78 / -263.68 / 0.999 / 15.49 / ╚----------B------------B------------B------------B------------B------------B-------------╝ Section 3 Page 6 SECTION 4 Input File: C:\PROJECTS\IONISL~1\REV0~1\H15-5P.gni This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 1 -5 0 5 10 15 20 25 30 35 2 0 -2 -4 -6 -8 -10 -12 -14 -16 -18 Ionis Section 4 Page 1 LOAD GROUP:_____ - (____________________) SHORZ = ______ ft. (HORIZONTAL NAIL SPACING) SVERT = ______ ft. (VERTICAL NAIL SPACING) DBAR = ______ in. (BAR DIAMETER) GRADE____ DHOLE = _____ in. (DIAMETER OF DRILLED HOLE) SOIL NAIL DESIGN SECTION (H = ft. max) I STATIC 6 VARIES 6 75___6 15.5 Input File: C:\PROJECTS\IONISL~1\REV0~1\H15-5P.gni GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 1 Ionis .//////////////////////////0 1 General Data 1 3//////////////////////////╬/////////////////0 1 File Indentifier 1 H15-5P.GNI 1 1 Unit weight of water 1 62.4 1 1 Base depth for analysis 1 15.5 1 1 Seismic Coefficient 1 0.0 1 1 Minimum Base Exit Angle 1 15.0 1 1 X Search limit (left) 1 15.0 1 1 X Search limit (right) 1 45.0 1 1 Number of slip circles 1 250 1 1 No. of slip circle exits 1 30 1 ╚//////////////////////////C/////////////////╝ ./////////////////////////////////////////////////0 1 LRFD and Safety Factor Data 1 3/////////////////////////////////////////////////╬///////0 1 Analysis Mode: (L)RFD or (S)LD (specify L or S) 1 S 1 3/ SLD Safety and Strength Factors (mode S only) /╬///////E 1 FS for Soil Cohesion 1 1.5 1 1 FS for Soil Friction 1 1.5 1 1 Strength Factor for Head Strength 1 0.67 1 1 Strength Factor for Nail Tendon Strength 1 0.55 1 1 Strength Factor for Nail Pullout Resistance 1 0.5 1 3/ LRFD Load Factors (mode L only) ///////////////╬///////E 1 LF for Unit Weight of Water 1 1 1 1 LF for Unit Weight of Soil 1 1.35 1 1 LF for Surcharge Loads 1 1.75 1 1 LF for Seismic Loads 1 1 1 3/ LRFD Resistance Factors (mode L only) /////////╬///////E 1 RF for Soil Cohesion 1 1 1 1 RF for Soil Friction Angle 1 0.75 1 1 RF for Head Strength 1 0.9 1 1 RF for Nail Pullout Resistance 1 0.7 1 1 RF for Nail Tendon Strength 1 0.9 1 ╚/////////////////////////////////////////////////C///////╝ .//////////////////////////H//////////H///////////0 1 PIEZOMETRIC DATA 1 X-Value 1Piez. Level1 3//////////////////////////╬//////////╬///////////E 1 Point 1 1 1 1 1 Point 2 1 1 1 1 Point 3 1 1 1 1 Point 4 1 1 1 1 Point 5 1 1 1 1 Point 6 1 1 1 1 Point 7 1 1 1 1 Point 8 1 1 1 1 Point 9 1 1 1 1 Point 10 1 1 1 ╚//////////////////////////C//////////C///////////╝ Section 4 Page 2 Input File: C:\PROJECTS\IONISL~1\REV0~1\H15-5P.gni GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 2 .////////////////////////0 1 Nodal Data 1 3///////H///////H///////H╬///////H///////H///////HH///////H///////H///////0 1Node No1X-Value1Y-Value11Node No1X-Value1Y-Value11Node No1X-Value1Y-Value1 3///////╬///////╬///////╬╬///////╬///////╬///////╬╬///////╬///////╬///////E 1 1 10 10 11 16 1 1 11 31 1 1 1 1 2 10.001 1-15.5 11 17 1 1 11 32 1 1 1 1 3 145 1-15.5 11 18 1 1 11 33 1 1 1 1 4 1 1 11 19 1 1 11 34 1 1 1 1 5 1 1 11 20 1 1 11 35 1 1 1 1 6 1 1 11 21 1 1 11 36 1 1 1 1 7 1 1 11 22 1 1 11 37 1 1 1 1 8 1 1 11 23 1 1 11 38 1 1 1 1 9 1 1 11 24 1 1 11 39 1 1 1 1 10 1 1 11 25 1 1 11 40 1 1 1 1 11 1 1 11 26 1 1 11 41 1 1 1 1 12 1 1 11 27 1 1 11 42 1 1 1 1 13 1 1 11 28 1 1 11 43 1 1 1 1 14 1 1 11 29 1 1 11 44 1 1 1 1 15 1 1 11 30 1 1 11 45 1 1 1 ╚///////C///////C///////CC///////C///////C///////CC///////C///////C///////╝ .///////////////////////////////////0 1 Wall Segment Data 1 3//////H//////H//////H//////H///////╬H//////H//////H//////H//////H///////0 1 Seg. 1 Node 1 Node 1 Soil 1Pullout11 Seg. 1 Node 1 Node 1 Soil 1Pullout1 1 No. 1 1 1 2 1 ID 1Res. ID11 No. 1 1 1 2 1 ID 1Res. ID1 3//////╬//////╬//////╬//////╬///////╬╬//////╬//////╬//////╬//////╬///////E 1 1 11 12 11 11 11 11 1 1 1 1 1 1 2 1 1 1 1 11 12 1 1 1 1 1 1 3 1 1 1 1 11 13 1 1 1 1 1 1 4 1 1 1 1 11 14 1 1 1 1 1 1 5 1 1 1 1 11 15 1 1 1 1 1 1 6 1 1 1 1 11 16 1 1 1 1 1 1 7 1 1 1 1 11 17 1 1 1 1 1 1 8 1 1 1 1 11 18 1 1 1 1 1 1 9 1 1 1 1 11 19 1 1 1 1 1 1 10 1 1 1 1 11 20 1 1 1 1 1 ╚//////C//////C//////C//////C///////CC//////C//////C//////C//////C///////╝ .///////////////////////////0 1 Surface Segment Data 1 3//////H//////H//////H//////╬H//////H//////H//////H//////0 1 Seg. 1 Node 1 Node 1 Soil 11 Seg. 1 Node 1 Node 1 Soil 1 1 No. 1 1 1 2 1 ID 11 No. 1 1 1 2 1 ID 1 3//////╬//////╬//////╬//////╬╬//////╬//////╬//////╬//////E 1 1 1 2 1 3 1 1 11 11 1 1 1 1 1 2 1 1 1 11 12 1 1 1 1 1 3 1 1 1 11 13 1 1 1 1 1 4 1 1 1 11 14 1 1 1 1 1 5 1 1 1 11 15 1 1 1 1 1 6 1 1 1 11 16 1 1 1 1 1 7 1 1 1 11 17 1 1 1 1 1 8 1 1 1 11 18 1 1 1 1 1 9 1 1 1 11 19 1 1 1 1 1 10 1 1 1 11 20 1 1 1 1 ╚//////C//////C//////C//////CC//////C//////C//////C//////╝ Section 4 Page 3 Input File: C:\PROJECTS\IONISL~1\REV0~1\H15-5P.gni GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 3 .///////////////////////////////////0 1 Internal Segment Data 1 3//////H//////H//////H//////H///////╬H//////H//////H//////H//////H///////0 1 Seg. 1 Node 1 Node 1 Soil 1Pullout11 Seg. 1 Node 1 Node 1 Soil 1Pullout1 1 No. 1 1 1 2 1 ID 1Res. ID11 No. 1 1 1 2 1 ID 1Res. ID1 3//////╬//////╬//////╬//////╬///////╬╬//////╬//////╬//////╬//////╬///////E 1 1 1 1 1 1 11 11 1 1 1 1 1 1 2 1 1 1 1 11 12 1 1 1 1 1 1 3 1 1 1 1 11 13 1 1 1 1 1 1 4 1 1 1 1 11 14 1 1 1 1 1 1 5 1 1 1 1 11 15 1 1 1 1 1 1 6 1 1 1 1 11 16 1 1 1 1 1 1 7 1 1 1 1 11 17 1 1 1 1 1 1 8 1 1 1 1 11 18 1 1 1 1 1 1 9 1 1 1 1 11 19 1 1 1 1 1 1 10 1 1 1 1 11 20 1 1 1 1 1 ╚//////C//////C//////C//////C///////CC//////C//////C//////C//////C///////╝ .////////////////////////////////////////0 1 Soil Strength & Pullout Resist. Data 1 3////////H///////H///////H///////H///////E 1Material1 1 1 Unit 1Pullout1 1 ID No. 1 c 1 ø 1 Weight1 Res. 1 3////////╬///////╬///////╬///////╬///////E 1 1 1 150 1 30 1 125 1 3393 1 1 2 1 1 1 1 1 1 3 1 1 1 1 1 1 4 1 1 1 1 1 1 5 1 1 1 1 1 1 6 1 1 1 1 1 1 7 1 1 1 1 1 1 8 1 1 1 1 1 1 9 1 1 1 1 1 1 10 1 1 1 1 1 1 11 1 1 1 1 1 1 12 1 1 1 1 1 1 13 1 1 1 1 1 1 14 1 1 1 1 1 ╚////////C///////C///////C///////C///////╝ .///////////////////////////////0 1 Surcharge Pressure Data 1 3///////H///////H///////H///////E 1Load No1X-value1 Vert. 1 Horiz.1 3///////╬///////╬///////╬///////E 1 1 1 2 1 0 1 0 1 1 2 1 22 1 300 1 0 1 1 3 1 1 1 1 1 4 1 1 1 1 1 5 1 1 1 1 1 6 1 1 1 1 1 7 1 1 1 1 1 8 1 1 1 1 1 9 1 1 1 1 1 10 1 1 1 1 ╚///////C///////C///////C///////╝ Section 4 Page 4 Input File: C:\PROJECTS\IONISL~1\REV0~1\H15-5P.gni GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 4 .//////////////////H/////////H////////H////////H////////H////////0 1 1 Nail 1 Nail 1 Tendon 1 Head 1 Fixed 1 1 Nail Data 1 Depth 1 Length 1Strength1Strength1 Nail? 1 3//////////////////╬/////////╬////////╬////////╬////////╬////////E 1 Nail Row 1 1 2.75 1 18 1 45000 1 69500 1 1 1 Nail Row 2 1 7.75 1 15 1 45000 1 69500 1 1 1 Nail Row 3 1 13.25 1 13 1 45000 1 69500 1 1 1 Nail Row 4 1 1 1 1 1 1 1 Nail Row 5 1 1 1 1 1 1 1 Nail Row 6 1 1 1 1 1 1 1 Nail Row 7 1 1 1 1 1 1 1 Nail Row 8 1 1 1 1 1 1 1 Nail Row 9 1 1 1 1 1 1 1 Nail Row 10 1 1 1 1 1 1 1 Nail Row 11 1 1 1 1 1 1 1 Nail Row 12 1 1 1 1 1 1 1 Nail Row 13 1 1 1 1 1 1 1 Nail Row 14 1 1 1 1 1 1 1 Nail Row 15 1 1 1 1 1 1 1//////////////////╬/////////╬////////C////////C////////C////////╝ 1 Horiz. Spacing 1 6 1 1 Nail Declination1 15 1 ╚//////////////////C/////////╝ Section 4 Page 5 Output File: C:\PROJECTS\IONISL~1\REV0~1\H15-5P.gnd GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 1 .//////////////////0 1 Design Data 1 3//////////////////C////////////////////////////0 1 Nail Head Factor = 1.00 for circle no 210 1 1 Nail Length Factor = 0.98 for circle no 1 1 3////////////H/////////////H////////////////////E 1 1 1 Required Nail 1 1 Nail No. 1 Circle No 1 Tendon Strength 1 ╟TTTTTTTTTTTT╫TTTTTTTTTTTTT╫TTTTTTTTTTTTTTTTTTTTV 1 1 1 1 1 22518.39 1 1 2 1 1 1 25723.39 1 1 3 1 1 1 33117.65 1 3////////////╬/////////////╬////////////////////E 1 1 1 Required 1 1 Nail No. 1 Circle No 1 Nail Length 1 ╟TTTTTTTTTTTT╫TTTTTTTTTTTTT╫TTTTTTTTTTTTTTTTTTTTV 1 1 1 1 17.57 1 1 2 1 1 14.64 1 1 3 1 1 12.69 1 ╚////////////C/////////////C////////////////////╝ .//////////////////0 1 Output Data 1 3//////////////////C/////////0 1 Wall Height = 15.50 1 1 Wall Slope = 90.00 1 3//////////H////////////H////C///////H////////////H////////////H////////////H/////////////0 1 1 1 1 1 1 1Force Req'd/ 1 1 Circle 1 Circle 1 Circle 1 Circle 1 Circle 1 Moment 1 Unit Wall 1 1 Number 1 X-Intercept1 Base Angle 1 X-Center 1 Y-Center 1 Ratio 1 Length 1 ╟TTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTTTV 1 1 1 15.03 1 45.80 1 -7742.49 1 -7530.28 1 1.000 1 7457.95 1 1 2 1 15.03 1 42.99 1 -147.51 1 -158.21 1 0.999 1 7341.42 1 1 3 1 15.03 1 40.19 1 -70.59 1 -83.56 1 0.998 1 7176.40 1 1 4 1 15.03 1 37.38 1 -44.52 1 -58.25 1 0.997 1 6974.49 1 1 5 1 15.03 1 34.58 1 -31.36 1 -45.48 1 0.997 1 6726.38 1 1 6 1 15.03 1 31.77 1 -23.39 1 -37.74 1 0.995 1 6421.07 1 1 7 1 15.03 1 28.97 1 -18.02 1 -32.53 1 0.994 1 6073.11 1 1 8 1 15.03 1 26.16 1 -14.15 1 -28.77 1 0.992 1 5673.33 1 1 9 1 15.03 1 23.36 1 -11.21 1 -25.91 1 1.000 1 5410.31 1 1 10 1 15.03 1 20.55 1 -8.89 1 -23.66 1 0.999 1 4940.34 1 1 11 1 15.03 1 17.75 1 -7.00 1 -21.84 1 0.999 1 4441.38 1 1 12 1 15.23 1 45.42 1 -7742.39 1 -7629.30 1 1.000 1 7393.32 1 1 13 1 15.23 1 42.62 1 -147.41 1 -160.20 1 0.999 1 7272.39 1 1 14 1 15.23 1 39.81 1 -70.49 1 -84.56 1 0.998 1 7103.01 1 1 15 1 15.23 1 37.01 1 -44.42 1 -58.92 1 0.997 1 6897.04 1 1 16 1 15.23 1 34.20 1 -31.26 1 -45.97 1 0.997 1 6650.52 1 1 17 1 15.23 1 31.40 1 -23.29 1 -38.13 1 0.995 1 6334.90 1 1 18 1 15.23 1 28.59 1 -17.92 1 -32.86 1 0.994 1 5982.67 1 1 19 1 15.23 1 25.79 1 -14.05 1 -29.05 1 0.992 1 5578.09 1 1 20 1 15.23 1 22.98 1 -11.11 1 -26.15 1 1.000 1 5311.91 1 1 21 1 15.23 1 20.18 1 -8.79 1 -23.87 1 0.999 1 4837.33 1 1 22 1 15.23 1 17.37 1 -6.90 1 -22.02 1 1.000 1 4350.86 1 1 23 1 15.47 1 44.97 1 -7742.27 1 -7750.88 1 1.000 1 7312.54 1 1 24 1 15.47 1 42.16 1 -147.29 1 -162.63 1 0.999 1 7186.28 1 1 25 1 15.47 1 39.36 1 -70.37 1 -85.78 1 0.998 1 7014.02 1 1 26 1 15.47 1 36.55 1 -44.30 1 -59.74 1 0.997 1 6796.97 1 1 27 1 15.47 1 33.75 1 -31.14 1 -46.58 1 0.997 1 6549.26 1 1 28 1 15.47 1 30.94 1 -23.17 1 -38.62 1 0.996 1 6241.48 1 1 29 1 15.47 1 28.14 1 -17.80 1 -33.26 1 0.993 1 5870.35 1 1 30 1 15.47 1 25.33 1 -13.93 1 -29.39 1 0.991 1 5459.99 1 1 31 1 15.47 1 22.53 1 -10.99 1 -26.45 1 1.000 1 5189.98 1 1 32 1 15.47 1 19.72 1 -8.67 1 -24.13 1 1.000 1 4723.43 1 1 33 1 15.47 1 16.92 1 -6.78 1 -22.25 1 0.999 1 4196.67 1 1 34 1 15.73 1 44.49 1 -7742.14 1 -7880.63 1 1.000 1 7224.68 1 1 35 1 15.73 1 41.69 1 -147.16 1 -165.22 1 0.999 1 7092.79 1 1 36 1 15.73 1 38.88 1 -70.24 1 -87.09 1 0.998 1 6915.05 1 1 37 1 15.73 1 36.08 1 -44.17 1 -60.61 1 0.997 1 6687.95 1 1 38 1 15.73 1 33.27 1 -31.01 1 -47.23 1 0.996 1 6427.77 1 1 39 1 15.73 1 30.47 1 -23.04 1 -39.14 1 0.996 1 6126.66 1 ╚//////////C////////////C////////////C////////////C////////////C////////////C/////////////╝ Section 4 Page 6 Output File: C:\PROJECTS\IONISL~1\REV0~1\H15-5P.gnd GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 2 .//////////////////0 1 Output Data 1 3//////////////////C/////////0 1 Wall Height = 15.50 1 1 Wall Slope = 90.00 1 3//////////H////////////H////C///////H////////////H////////////H////////////H/////////////0 1 1 1 1 1 1 1Force Req'd/ 1 1 Circle 1 Circle 1 Circle 1 Circle 1 Circle 1 Moment 1 Unit Wall 1 1 Number 1 X-Intercept1 Base Angle 1 X-Center 1 Y-Center 1 Ratio 1 Length 1 ╟TTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTTTV 1 40 1 15.73 1 27.66 1 -17.67 1 -33.68 1 0.994 1 5757.88 1 1 41 1 15.73 1 24.86 1 -13.80 1 -29.75 1 0.992 1 5350.88 1 1 42 1 15.73 1 22.05 1 -10.86 1 -26.76 1 1.000 1 5069.12 1 1 43 1 15.73 1 19.25 1 -8.54 1 -24.40 1 0.999 1 4585.90 1 1 44 1 15.73 1 16.44 1 -6.65 1 -22.49 1 0.999 1 4052.81 1 1 45 1 16.01 1 43.99 1 -7742.00 1 -8019.25 1 1.000 1 7129.01 1 1 46 1 16.01 1 41.19 1 -147.02 1 -167.99 1 0.999 1 6991.20 1 1 47 1 16.01 1 38.38 1 -70.10 1 -88.49 1 0.998 1 6807.67 1 1 48 1 16.01 1 35.58 1 -44.03 1 -61.54 1 0.997 1 6574.63 1 1 49 1 16.01 1 32.77 1 -30.87 1 -47.93 1 0.996 1 6303.56 1 1 50 1 16.01 1 29.97 1 -22.90 1 -39.69 1 0.996 1 6002.39 1 1 51 1 16.01 1 27.16 1 -17.53 1 -34.14 1 0.994 1 5632.87 1 1 52 1 16.01 1 24.36 1 -13.66 1 -30.14 1 0.992 1 5219.28 1 1 53 1 16.01 1 21.55 1 -10.72 1 -27.10 1 0.990 1 4752.45 1 1 54 1 16.01 1 18.75 1 -8.40 1 -24.70 1 0.999 1 4437.56 1 1 55 1 16.01 1 15.94 1 -6.51 1 -22.75 1 0.998 1 3897.72 1 1 56 1 16.30 1 43.47 1 -7741.85 1 -8167.51 1 1.000 1 7024.73 1 1 57 1 16.30 1 40.66 1 -146.87 1 -170.96 1 0.999 1 6880.65 1 1 58 1 16.30 1 37.86 1 -69.96 1 -89.98 1 0.998 1 6690.99 1 1 59 1 16.30 1 35.05 1 -43.89 1 -62.53 1 0.997 1 6455.23 1 1 60 1 16.30 1 32.25 1 -30.72 1 -48.67 1 0.996 1 6174.87 1 1 61 1 16.30 1 29.44 1 -22.75 1 -40.28 1 0.995 1 5860.87 1 1 62 1 16.30 1 26.64 1 -17.39 1 -34.63 1 0.994 1 5491.31 1 1 63 1 16.30 1 23.83 1 -13.51 1 -30.55 1 0.992 1 5071.10 1 1 64 1 16.30 1 21.03 1 -10.57 1 -27.45 1 0.990 1 4597.02 1 1 65 1 16.30 1 18.22 1 -8.25 1 -25.01 1 1.000 1 4291.25 1 1 66 1 16.30 1 15.42 1 -6.37 1 -23.03 1 0.998 1 3730.36 1 1 67 1 16.62 1 42.92 1 -7741.69 1 -8326.30 1 1.000 1 6910.90 1 1 68 1 16.62 1 40.11 1 -146.71 1 -174.14 1 0.999 1 6760.19 1 1 69 1 16.62 1 37.31 1 -69.80 1 -91.58 1 0.998 1 6564.06 1 1 70 1 16.62 1 34.50 1 -43.73 1 -63.60 1 0.997 1 6321.85 1 1 71 1 16.62 1 31.70 1 -30.56 1 -49.47 1 0.996 1 6035.10 1 1 72 1 16.62 1 28.89 1 -22.59 1 -40.91 1 0.994 1 5699.31 1 1 73 1 16.62 1 26.09 1 -17.23 1 -35.15 1 0.994 1 5342.35 1 1 74 1 16.62 1 23.28 1 -13.35 1 -30.99 1 0.992 1 4910.69 1 1 75 1 16.62 1 20.48 1 -10.41 1 -27.84 1 1.001 1 4620.88 1 1 76 1 16.62 1 17.67 1 -8.09 1 -25.35 1 1.000 1 4118.48 1 1 77 1 16.96 1 42.34 1 -7741.52 1 -8496.59 1 1.000 1 6786.48 1 1 78 1 16.96 1 39.53 1 -146.54 1 -177.54 1 0.999 1 6630.63 1 1 79 1 16.96 1 36.73 1 -69.63 1 -93.30 1 0.998 1 6429.47 1 1 80 1 16.96 1 33.92 1 -43.56 1 -64.74 1 0.997 1 6182.32 1 1 81 1 16.96 1 31.12 1 -30.39 1 -50.32 1 0.995 1 5876.73 1 1 82 1 16.96 1 28.31 1 -22.42 1 -41.59 1 0.994 1 5540.37 1 1 83 1 16.96 1 25.51 1 -17.06 1 -35.71 1 0.993 1 5168.15 1 1 84 1 16.96 1 22.70 1 -13.18 1 -31.47 1 0.992 1 4736.78 1 1 85 1 16.96 1 19.90 1 -10.24 1 -28.25 1 0.990 1 4252.76 1 1 86 1 16.96 1 17.09 1 -7.92 1 -25.71 1 1.000 1 3931.42 1 1 87 1 17.33 1 41.73 1 -7741.34 1 -8679.51 1 1.000 1 6650.34 1 1 88 1 17.33 1 38.93 1 -146.36 1 -181.20 1 0.999 1 6487.07 1 1 89 1 17.33 1 36.12 1 -69.44 1 -95.14 1 0.998 1 6278.68 1 1 90 1 17.33 1 33.32 1 -43.37 1 -65.97 1 0.997 1 6024.31 1 1 91 1 17.33 1 30.51 1 -30.21 1 -51.24 1 0.996 1 5723.19 1 1 92 1 17.33 1 27.71 1 -22.24 1 -42.32 1 0.995 1 5376.99 1 1 93 1 17.33 1 24.90 1 -16.87 1 -36.32 1 0.993 1 4980.38 1 1 94 1 17.33 1 22.10 1 -13.00 1 -31.98 1 0.992 1 4552.10 1 1 95 1 17.33 1 19.29 1 -10.06 1 -28.69 1 1.001 1 4254.72 1 1 96 1 17.33 1 16.49 1 -7.74 1 -26.09 1 1.000 1 3728.62 1 1 97 1 17.72 1 41.09 1 -7741.14 1 -8876.30 1 1.000 1 6501.09 1 1 98 1 17.72 1 38.29 1 -146.16 1 -185.14 1 0.999 1 6329.95 1 1 99 1 17.72 1 35.48 1 -69.25 1 -97.12 1 0.998 1 6113.91 1 ╚//////////C////////////C////////////C////////////C////////////C////////////C/////////////╝ Section 4 Page 7 Output File: C:\PROJECTS\IONISL~1\REV0~1\H15-5P.gnd GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 3 .//////////////////0 1 Output Data 1 3//////////////////C/////////0 1 Wall Height = 15.50 1 1 Wall Slope = 90.00 1 3//////////H////////////H////C///////H////////////H////////////H////////////H/////////////0 1 1 1 1 1 1 1Force Req'd/ 1 1 Circle 1 Circle 1 Circle 1 Circle 1 Circle 1 Moment 1 Unit Wall 1 1 Number 1 X-Intercept1 Base Angle 1 X-Center 1 Y-Center 1 Ratio 1 Length 1 ╟TTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTTTV 1 100 1 17.72 1 32.68 1 -43.18 1 -67.29 1 0.997 1 5851.83 1 1 101 1 17.72 1 29.87 1 -30.01 1 -52.23 1 0.996 1 5542.92 1 1 102 1 17.72 1 27.07 1 -22.04 1 -43.11 1 0.995 1 5188.91 1 1 103 1 17.72 1 24.26 1 -16.68 1 -36.96 1 0.993 1 4784.14 1 1 104 1 17.72 1 21.46 1 -12.80 1 -32.53 1 0.992 1 4347.05 1 1 105 1 17.72 1 18.65 1 -9.86 1 -29.16 1 0.990 1 3845.98 1 1 106 1 17.72 1 15.85 1 -7.54 1 -26.51 1 1.001 1 3533.37 1 1 107 1 18.15 1 40.42 1 -7740.93 1 -9088.40 1 1.000 1 6337.16 1 1 108 1 18.15 1 37.62 1 -145.95 1 -189.38 1 0.999 1 6159.61 1 1 109 1 18.15 1 34.81 1 -69.03 1 -99.26 1 0.998 1 5933.47 1 1 110 1 18.15 1 32.01 1 -42.97 1 -68.72 1 0.997 1 5663.20 1 1 111 1 18.15 1 29.20 1 -29.80 1 -53.29 1 0.996 1 5345.98 1 1 112 1 18.15 1 26.40 1 -21.83 1 -43.95 1 0.995 1 4997.07 1 1 113 1 18.15 1 23.59 1 -16.46 1 -37.66 1 0.994 1 4587.90 1 1 114 1 18.15 1 20.79 1 -12.59 1 -33.12 1 0.992 1 4122.03 1 1 115 1 18.15 1 17.98 1 -9.65 1 -29.68 1 1.002 1 3821.13 1 1 116 1 18.15 1 15.18 1 -7.33 1 -26.96 1 1.001 1 3283.69 1 1 117 1 18.60 1 39.72 1 -7740.70 1 -9317.45 1 1.000 1 6156.83 1 1 118 1 18.60 1 36.91 1 -145.72 1 -193.96 1 0.999 1 5970.47 1 1 119 1 18.60 1 34.11 1 -68.81 1 -101.57 1 0.998 1 5739.40 1 1 120 1 18.60 1 31.30 1 -42.74 1 -70.25 1 0.997 1 5462.20 1 1 121 1 18.60 1 28.50 1 -29.57 1 -54.44 1 0.996 1 5139.90 1 1 122 1 18.60 1 25.69 1 -21.60 1 -44.86 1 0.995 1 4767.78 1 1 123 1 18.60 1 22.89 1 -16.24 1 -38.42 1 0.993 1 4349.65 1 1 124 1 18.60 1 20.08 1 -12.36 1 -33.76 1 0.991 1 3878.51 1 1 125 1 18.60 1 17.28 1 -9.42 1 -30.23 1 0.991 1 3375.88 1 1 126 1 19.10 1 38.98 1 -7740.45 1 -9565.34 1 1.000 1 5958.11 1 1 127 1 19.10 1 36.18 1 -145.47 1 -198.92 1 0.999 1 5762.46 1 1 128 1 19.10 1 33.37 1 -68.56 1 -104.07 1 0.998 1 5521.95 1 1 129 1 19.10 1 30.57 1 -42.49 1 -71.92 1 0.998 1 5241.67 1 1 130 1 19.10 1 27.76 1 -29.32 1 -55.68 1 0.997 1 4911.13 1 1 131 1 19.10 1 24.96 1 -21.35 1 -45.85 1 0.995 1 4521.63 1 1 132 1 19.10 1 22.15 1 -15.99 1 -39.23 1 0.993 1 4093.63 1 1 133 1 19.10 1 19.35 1 -12.11 1 -34.46 1 0.991 1 3612.07 1 1 134 1 19.10 1 16.54 1 -9.17 1 -30.83 1 1.001 1 3289.29 1 1 135 1 19.64 1 38.20 1 -7740.19 1 -9834.26 1 1.000 1 5738.45 1 1 136 1 19.64 1 35.40 1 -145.20 1 -204.30 1 0.999 1 5533.79 1 1 137 1 19.64 1 32.60 1 -68.29 1 -106.78 1 0.999 1 5285.81 1 1 138 1 19.64 1 29.79 1 -42.22 1 -73.72 1 0.998 1 4992.00 1 1 139 1 19.64 1 26.99 1 -29.06 1 -57.03 1 0.997 1 4651.30 1 1 140 1 19.64 1 24.18 1 -21.08 1 -46.92 1 0.995 1 4261.09 1 1 141 1 19.64 1 21.38 1 -15.72 1 -40.12 1 0.994 1 3831.31 1 1 142 1 19.64 1 18.57 1 -11.84 1 -35.21 1 0.991 1 3319.90 1 1 143 1 19.64 1 15.77 1 -8.90 1 -31.48 1 1.001 1 2989.04 1 1 144 1 20.22 1 37.39 1 -7739.89 1 -10126.73 1 1.000 1 5495.30 1 1 145 1 20.22 1 34.59 1 -144.91 1 -210.15 1 0.999 1 5283.71 1 1 146 1 20.22 1 31.78 1 -68.00 1 -109.72 1 0.999 1 5022.43 1 1 147 1 20.22 1 28.98 1 -41.93 1 -75.69 1 0.998 1 4716.53 1 1 148 1 20.22 1 26.17 1 -28.76 1 -58.50 1 0.997 1 4364.88 1 1 149 1 20.22 1 23.37 1 -20.79 1 -48.09 1 0.995 1 3963.73 1 1 150 1 20.22 1 20.56 1 -15.43 1 -41.08 1 0.994 1 3511.95 1 1 151 1 20.22 1 17.76 1 -11.55 1 -36.02 1 0.992 1 3012.64 1 1 152 1 20.86 1 36.54 1 -7739.57 1 -10445.75 1 1.000 1 5225.35 1 1 153 1 20.86 1 33.73 1 -144.59 1 -216.53 1 0.999 1 4999.95 1 1 154 1 20.86 1 30.93 1 -67.68 1 -112.94 1 0.998 1 4727.98 1 1 155 1 20.86 1 28.12 1 -41.61 1 -77.83 1 0.998 1 4413.13 1 1 156 1 20.86 1 25.32 1 -28.44 1 -60.10 1 0.997 1 4048.29 1 1 157 1 20.86 1 22.51 1 -20.47 1 -49.36 1 0.995 1 3635.36 1 1 158 1 20.86 1 19.71 1 -15.11 1 -42.13 1 0.994 1 3171.11 1 1 159 1 20.86 1 16.90 1 -11.23 1 -36.92 1 0.992 1 2667.62 1 ╚//////////C////////////C////////////C////////////C////////////C////////////C/////////////╝ Section 4 Page 8 Output File: C:\PROJECTS\IONISL~1\REV0~1\H15-5P.gnd GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 4 .//////////////////0 1 Output Data 1 3//////////////////C/////////0 1 Wall Height = 15.50 1 1 Wall Slope = 90.00 1 3//////////H////////////H////C///////H////////////H////////////H////////////H/////////////0 1 1 1 1 1 1 1Force Req'd/ 1 1 Circle 1 Circle 1 Circle 1 Circle 1 Circle 1 Moment 1 Unit Wall 1 1 Number 1 X-Intercept1 Base Angle 1 X-Center 1 Y-Center 1 Ratio 1 Length 1 ╟TTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTTTV 1 160 1 21.56 1 35.64 1 -7739.23 1 -10794.82 1 1.000 1 4924.80 1 1 161 1 21.56 1 32.83 1 -144.24 1 -223.51 1 0.999 1 4690.66 1 1 162 1 21.56 1 30.03 1 -67.33 1 -116.46 1 0.999 1 4414.76 1 1 163 1 21.56 1 27.22 1 -41.26 1 -80.17 1 0.998 1 4079.83 1 1 164 1 21.56 1 24.42 1 -28.10 1 -61.85 1 0.997 1 3708.87 1 1 165 1 21.56 1 21.61 1 -20.12 1 -50.75 1 0.995 1 3271.97 1 1 166 1 21.56 1 18.81 1 -14.76 1 -43.28 1 0.994 1 2794.00 1 1 167 1 21.56 1 16.00 1 -10.88 1 -37.89 1 0.992 1 2264.75 1 1 168 1 22.33 1 34.70 1 -7738.84 1 -11178.12 1 1.000 1 4562.57 1 1 169 1 22.33 1 31.89 1 -143.86 1 -231.18 1 0.999 1 4312.62 1 1 170 1 22.33 1 29.09 1 -66.94 1 -120.32 1 0.999 1 4020.69 1 1 171 1 22.33 1 26.28 1 -40.88 1 -82.74 1 0.998 1 3669.38 1 1 172 1 22.33 1 23.48 1 -27.71 1 -63.77 1 0.997 1 3276.68 1 1 173 1 22.33 1 20.67 1 -19.74 1 -52.28 1 0.996 1 2842.89 1 1 174 1 22.33 1 17.87 1 -14.37 1 -44.55 1 0.995 1 2351.41 1 1 175 1 22.33 1 15.06 1 -10.50 1 -38.96 1 0.993 1 1809.02 1 1 176 1 23.17 1 33.71 1 -7738.42 1 -11600.65 1 1.000 1 4125.05 1 1 177 1 23.17 1 30.90 1 -143.44 1 -239.63 1 0.999 1 3850.84 1 1 178 1 23.17 1 28.10 1 -66.52 1 -124.58 1 0.999 1 3540.64 1 1 179 1 23.17 1 25.29 1 -40.45 1 -85.58 1 0.998 1 3173.53 1 1 180 1 23.17 1 22.49 1 -27.29 1 -65.89 1 0.997 1 2750.79 1 1 181 1 23.17 1 19.68 1 -19.32 1 -53.97 1 0.996 1 2289.70 1 1 182 1 23.17 1 16.88 1 -13.95 1 -45.94 1 0.995 1 1787.37 1 1 183 1 24.11 1 32.67 1 -7737.95 1 -12068.47 1 1.000 1 3645.36 1 1 184 1 24.11 1 29.86 1 -142.97 1 -248.99 1 1.000 1 3348.75 1 1 185 1 24.11 1 27.06 1 -66.05 1 -129.29 1 0.999 1 3010.23 1 1 186 1 24.11 1 24.25 1 -39.99 1 -88.72 1 0.999 1 2627.96 1 1 187 1 24.11 1 21.45 1 -26.82 1 -68.24 1 0.998 1 2184.11 1 1 188 1 24.11 1 18.64 1 -18.85 1 -55.83 1 0.997 1 1703.93 1 1 189 1 24.11 1 15.84 1 -13.48 1 -47.48 1 0.996 1 1175.06 1 1 190 1 25.15 1 31.58 1 -7737.43 1 -12588.97 1 1.000 1 3116.98 1 1 191 1 25.15 1 28.77 1 -142.45 1 -259.40 1 1.000 1 2792.60 1 1 192 1 25.15 1 25.97 1 -65.53 1 -134.54 1 0.999 1 2425.16 1 1 193 1 25.15 1 23.16 1 -39.47 1 -92.22 1 0.999 1 2018.27 1 1 194 1 25.15 1 20.36 1 -26.30 1 -70.85 1 0.998 1 1564.88 1 1 195 1 25.15 1 17.55 1 -18.33 1 -57.91 1 0.997 1 1050.30 1 1 196 1 26.31 1 30.43 1 -7736.85 1 -13171.32 1 1.000 1 2531.56 1 1 197 1 26.31 1 27.63 1 -141.87 1 -271.05 1 0.999 1 2175.19 1 1 198 1 26.31 1 24.82 1 -64.95 1 -140.41 1 0.999 1 1779.72 1 1 199 1 26.31 1 22.02 1 -38.88 1 -96.13 1 0.999 1 1347.22 1 1 200 1 26.31 1 19.21 1 -25.72 1 -73.77 1 0.999 1 864.98 1 1 201 1 26.31 1 16.41 1 -17.75 1 -60.23 1 0.998 1 330.77 1 1 202 1 27.62 1 29.23 1 -7736.19 1 -13826.94 1 1.000 1 1879.04 1 1 203 1 27.62 1 26.42 1 -141.21 1 -284.16 1 0.999 1 1487.90 1 1 204 1 27.62 1 23.62 1 -64.30 1 -147.01 1 0.999 1 1056.18 1 1 205 1 27.62 1 20.81 1 -38.23 1 -100.53 1 0.998 1 583.25 1 1 206 1 27.62 1 18.01 1 -25.06 1 -77.06 1 0.999 1 86.10 1 1 207 1 29.11 1 27.96 1 -7735.45 1 -14570.37 1 1.000 1 1146.33 1 1 208 1 29.11 1 25.16 1 -140.47 1 -299.03 1 1.000 1 722.41 1 1 209 1 29.11 1 22.35 1 -63.55 1 -154.50 1 0.999 1 253.44 1 1 210 1 30.81 1 26.64 1 -7734.60 1 -15420.29 1 1.000 1 316.63 1 ╚//////////C////////////C////////////C////////////C////////////C////////////C/////////////╝ Section 4 Page 9 SECTION 5 Input File: C:\PROJECTS\IONISL~1\REV0~1\H15-5PS.gni This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 1 -5 0 5 10 15 20 25 30 35 2 0 -2 -4 -6 -8 -10 -12 -14 -16 -18 Ionis Section 5 Page 1 SHORZ = ______ ft. (HORIZONTAL NAIL SPACING) SVERT = ______ ft. (VERTICAL NAIL SPACING) DBAR = ______ in. (BAR DIAMETER) GRADE____ DHOLE = _____ in. (DIAMETER OF DRILLED HOLE) SOIL NAIL DESIGN SECTION (H = ft. max) 6 VARIES 6 75___6 LOAD GROUP:_____ - (____________________)VII SEISMIC 15.5 Input File: C:\PROJECTS\IONISL~1\REV0~1\H15-5PS.gni GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 1 Ionis .//////////////////////////0 1 General Data 1 3//////////////////////////╬/////////////////0 1 File Indentifier 1 H15-5PS.GNI 1 1 Unit weight of water 1 62.4 1 1 Base depth for analysis 1 15.5 1 1 Seismic Coefficient 1 0.21 1 1 Minimum Base Exit Angle 1 15.0 1 1 X Search limit (left) 1 15.0 1 1 X Search limit (right) 1 45.0 1 1 Number of slip circles 1 250 1 1 No. of slip circle exits 1 30 1 ╚//////////////////////////C/////////////////╝ ./////////////////////////////////////////////////0 1 LRFD and Safety Factor Data 1 3/////////////////////////////////////////////////╬///////0 1 Analysis Mode: (L)RFD or (S)LD (specify L or S) 1 S 1 3/ SLD Safety and Strength Factors (mode S only) /╬///////E 1 FS for Soil Cohesion 1 1 1 1 FS for Soil Friction 1 1 1 1 Strength Factor for Head Strength 1 0.89 1 1 Strength Factor for Nail Tendon Strength 1 0.73 1 1 Strength Factor for Nail Pullout Resistance 1 0.67 1 3/ LRFD Load Factors (mode L only) ///////////////╬///////E 1 LF for Unit Weight of Water 1 1 1 1 LF for Unit Weight of Soil 1 1.35 1 1 LF for Surcharge Loads 1 1.75 1 1 LF for Seismic Loads 1 1 1 3/ LRFD Resistance Factors (mode L only) /////////╬///////E 1 RF for Soil Cohesion 1 1 1 1 RF for Soil Friction Angle 1 0.75 1 1 RF for Head Strength 1 0.9 1 1 RF for Nail Pullout Resistance 1 0.7 1 1 RF for Nail Tendon Strength 1 0.9 1 ╚/////////////////////////////////////////////////C///////╝ .//////////////////////////I//////////I///////////0 1 PIEZOMETRIC DATA 1 X-Value 1Piez. Level1 3//////////////////////////╬//////////╬///////////E 1 Point 1 1 1 1 1 Point 2 1 1 1 1 Point 3 1 1 1 1 Point 4 1 1 1 1 Point 5 1 1 1 1 Point 6 1 1 1 1 Point 7 1 1 1 1 Point 8 1 1 1 1 Point 9 1 1 1 1 Point 10 1 1 1 ╚//////////////////////////C//////////C///////////╝ Section 5 Page 2 Input File: C:\PROJECTS\IONISL~1\REV0~1\H15-5PS.gni GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 2 .////////////////////////0 1 Nodal Data 1 3///////I///////I///////I╬///////I///////I///////II///////I///////I///////0 1Node No1X-Value1Y-Value11Node No1X-Value1Y-Value11Node No1X-Value1Y-Value1 3///////╬///////╬///////╬╬///////╬///////╬///////╬╬///////╬///////╬///////E 1 1 10 10 11 16 1 1 11 31 1 1 1 1 2 10.001 1-15.5 11 17 1 1 11 32 1 1 1 1 3 145 1-15.5 11 18 1 1 11 33 1 1 1 1 4 1 1 11 19 1 1 11 34 1 1 1 1 5 1 1 11 20 1 1 11 35 1 1 1 1 6 1 1 11 21 1 1 11 36 1 1 1 1 7 1 1 11 22 1 1 11 37 1 1 1 1 8 1 1 11 23 1 1 11 38 1 1 1 1 9 1 1 11 24 1 1 11 39 1 1 1 1 10 1 1 11 25 1 1 11 40 1 1 1 1 11 1 1 11 26 1 1 11 41 1 1 1 1 12 1 1 11 27 1 1 11 42 1 1 1 1 13 1 1 11 28 1 1 11 43 1 1 1 1 14 1 1 11 29 1 1 11 44 1 1 1 1 15 1 1 11 30 1 1 11 45 1 1 1 ╚///////C///////C///////CC///////C///////C///////CC///////C///////C///////╝ .///////////////////////////////////0 1 Wall Segment Data 1 3//////I//////I//////I//////I///////╬I//////I//////I//////I//////I///////0 1 Seg. 1 Node 1 Node 1 Soil 1Pullout11 Seg. 1 Node 1 Node 1 Soil 1Pullout1 1 No. 1 1 1 2 1 ID 1Res. ID11 No. 1 1 1 2 1 ID 1Res. ID1 3//////╬//////╬//////╬//////╬///////╬╬//////╬//////╬//////╬//////╬///////E 1 1 11 12 11 11 11 11 1 1 1 1 1 1 2 1 1 1 1 11 12 1 1 1 1 1 1 3 1 1 1 1 11 13 1 1 1 1 1 1 4 1 1 1 1 11 14 1 1 1 1 1 1 5 1 1 1 1 11 15 1 1 1 1 1 1 6 1 1 1 1 11 16 1 1 1 1 1 1 7 1 1 1 1 11 17 1 1 1 1 1 1 8 1 1 1 1 11 18 1 1 1 1 1 1 9 1 1 1 1 11 19 1 1 1 1 1 1 10 1 1 1 1 11 20 1 1 1 1 1 ╚//////C//////C//////C//////C///////CC//////C//////C//////C//////C///////╝ .///////////////////////////0 1 Surface Segment Data 1 3//////I//////I//////I//////╬I//////I//////I//////I//////0 1 Seg. 1 Node 1 Node 1 Soil 11 Seg. 1 Node 1 Node 1 Soil 1 1 No. 1 1 1 2 1 ID 11 No. 1 1 1 2 1 ID 1 3//////╬//////╬//////╬//////╬╬//////╬//////╬//////╬//////E 1 1 1 2 1 3 1 1 11 11 1 1 1 1 1 2 1 1 1 11 12 1 1 1 1 1 3 1 1 1 11 13 1 1 1 1 1 4 1 1 1 11 14 1 1 1 1 1 5 1 1 1 11 15 1 1 1 1 1 6 1 1 1 11 16 1 1 1 1 1 7 1 1 1 11 17 1 1 1 1 1 8 1 1 1 11 18 1 1 1 1 1 9 1 1 1 11 19 1 1 1 1 1 10 1 1 1 11 20 1 1 1 1 ╚//////C//////C//////C//////CC//////C//////C//////C//////╝ Section 5 Page 3 Input File: C:\PROJECTS\IONISL~1\REV0~1\H15-5PS.gni GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 3 .///////////////////////////////////0 1 Internal Segment Data 1 3//////I//////I//////I//////I///////╬I//////I//////I//////I//////I///////0 1 Seg. 1 Node 1 Node 1 Soil 1Pullout11 Seg. 1 Node 1 Node 1 Soil 1Pullout1 1 No. 1 1 1 2 1 ID 1Res. ID11 No. 1 1 1 2 1 ID 1Res. ID1 3//////╬//////╬//////╬//////╬///////╬╬//////╬//////╬//////╬//////╬///////E 1 1 1 1 1 1 11 11 1 1 1 1 1 1 2 1 1 1 1 11 12 1 1 1 1 1 1 3 1 1 1 1 11 13 1 1 1 1 1 1 4 1 1 1 1 11 14 1 1 1 1 1 1 5 1 1 1 1 11 15 1 1 1 1 1 1 6 1 1 1 1 11 16 1 1 1 1 1 1 7 1 1 1 1 11 17 1 1 1 1 1 1 8 1 1 1 1 11 18 1 1 1 1 1 1 9 1 1 1 1 11 19 1 1 1 1 1 1 10 1 1 1 1 11 20 1 1 1 1 1 ╚//////C//////C//////C//////C///////CC//////C//////C//////C//////C///////╝ .////////////////////////////////////////0 1 Soil Strength & Pullout Resist. Data 1 3////////I///////I///////I///////I///////E 1Material1 1 1 Unit 1Pullout1 1 ID No. 1 c 1 ø 1 Weight1 Res. 1 3////////╬///////╬///////╬///////╬///////E 1 1 1 150 1 30 1 125 1 3393 1 1 2 1 1 1 1 1 1 3 1 1 1 1 1 1 4 1 1 1 1 1 1 5 1 1 1 1 1 1 6 1 1 1 1 1 1 7 1 1 1 1 1 1 8 1 1 1 1 1 1 9 1 1 1 1 1 1 10 1 1 1 1 1 1 11 1 1 1 1 1 1 12 1 1 1 1 1 1 13 1 1 1 1 1 1 14 1 1 1 1 1 ╚////////C///////C///////C///////C///////╝ .///////////////////////////////0 1 Surcharge Pressure Data 1 3///////I///////I///////I///////E 1Load No1X-value1 Vert. 1 Horiz.1 3///////╬///////╬///////╬///////E 1 1 1 2 1 0 1 0 1 1 2 1 22 1 0 1 0 1 1 3 1 1 1 1 1 4 1 1 1 1 1 5 1 1 1 1 1 6 1 1 1 1 1 7 1 1 1 1 1 8 1 1 1 1 1 9 1 1 1 1 1 10 1 1 1 1 ╚///////C///////C///////C///////╝ Section 5 Page 4 Input File: C:\PROJECTS\IONISL~1\REV0~1\H15-5PS.gni GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 4 .//////////////////I/////////I////////I////////I////////I////////0 1 1 Nail 1 Nail 1 Tendon 1 Head 1 Fixed 1 1 Nail Data 1 Depth 1 Length 1Strength1Strength1 Nail? 1 3//////////////////╬/////////╬////////╬////////╬////////╬////////E 1 Nail Row 1 1 2.75 1 18 1 45000 1 69500 1 1 1 Nail Row 2 1 7.75 1 15 1 45000 1 69500 1 1 1 Nail Row 3 1 13.25 1 13 1 45000 1 69500 1 1 1 Nail Row 4 1 1 1 1 1 1 1 Nail Row 5 1 1 1 1 1 1 1 Nail Row 6 1 1 1 1 1 1 1 Nail Row 7 1 1 1 1 1 1 1 Nail Row 8 1 1 1 1 1 1 1 Nail Row 9 1 1 1 1 1 1 1 Nail Row 10 1 1 1 1 1 1 1 Nail Row 11 1 1 1 1 1 1 1 Nail Row 12 1 1 1 1 1 1 1 Nail Row 13 1 1 1 1 1 1 1 Nail Row 14 1 1 1 1 1 1 1 Nail Row 15 1 1 1 1 1 1 1//////////////////╬/////////╬////////C////////C////////C////////╝ 1 Horiz. Spacing 1 6 1 1 Nail Declination1 15 1 ╚//////////////////C/////////╝ Section 5 Page 5 Output File: C:\PROJECTS\IONISL~1\REV0~1\H15-5PS.gnf GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 1 .//////////////////0 1 Global Stability 1 3//////////////////C/////////////////////////////////////////////////////////0 1 Minimum global safety factor = 1.393 for circle no. 205 1 ╚////////////////////////////////////////////////////////////////////////////╝ .//////////////////0 1 Output Data 1 3//////////////////C/////////0 1 Wall Height = 15.50 1 1 Wall Slope = 90.00 1 3//////////I////////////I////C///////I////////////I////////////I////////////I/////////////0 1 Circle 1 Circle 1 Circle 1 Circle 1 Circle 1 Moment 1 Factor of 1 1 Number 1 X-Intercept1 Base Angle 1 X-Center 1 Y-Center 1 Ratio 1 Safety 1 ╟SSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSSSU 1 1 1 15.03 1 45.80 1 -7742.49 1 -7530.28 1 1.000 1 1.77 1 1 2 1 15.03 1 42.99 1 -147.51 1 -158.21 1 1.006 1 1.72 1 1 3 1 15.03 1 40.19 1 -70.59 1 -83.56 1 1.008 1 1.69 1 1 4 1 15.03 1 37.38 1 -44.52 1 -58.25 1 1.007 1 1.67 1 1 5 1 15.03 1 34.58 1 -31.36 1 -45.48 1 1.009 1 1.65 1 1 6 1 15.03 1 31.77 1 -23.39 1 -37.74 1 0.997 1 1.69 1 1 7 1 15.03 1 28.97 1 -18.02 1 -32.53 1 0.997 1 1.69 1 1 8 1 15.03 1 26.16 1 -14.15 1 -28.77 1 0.998 1 1.69 1 1 9 1 15.03 1 23.36 1 -11.21 1 -25.91 1 0.999 1 1.70 1 1 10 1 15.03 1 20.55 1 -8.89 1 -23.66 1 1.000 1 1.72 1 1 11 1 15.03 1 17.75 1 -7.00 1 -21.84 1 1.001 1 1.74 1 1 12 1 15.23 1 45.42 1 -7742.39 1 -7629.30 1 1.000 1 1.76 1 1 13 1 15.23 1 42.62 1 -147.41 1 -160.20 1 1.006 1 1.71 1 1 14 1 15.23 1 39.81 1 -70.49 1 -84.56 1 1.008 1 1.68 1 1 15 1 15.23 1 37.01 1 -44.42 1 -58.92 1 1.007 1 1.66 1 1 16 1 15.23 1 34.20 1 -31.26 1 -45.97 1 1.009 1 1.64 1 1 17 1 15.23 1 31.40 1 -23.29 1 -38.13 1 0.997 1 1.68 1 1 18 1 15.23 1 28.59 1 -17.92 1 -32.86 1 0.997 1 1.68 1 1 19 1 15.23 1 25.79 1 -14.05 1 -29.05 1 0.998 1 1.68 1 1 20 1 15.23 1 22.98 1 -11.11 1 -26.15 1 0.999 1 1.70 1 1 21 1 15.23 1 20.18 1 -8.79 1 -23.87 1 1.000 1 1.71 1 1 22 1 15.23 1 17.37 1 -6.90 1 -22.02 1 1.001 1 1.74 1 1 23 1 15.47 1 44.97 1 -7742.27 1 -7750.88 1 1.000 1 1.74 1 1 24 1 15.47 1 42.16 1 -147.29 1 -162.63 1 1.006 1 1.70 1 1 25 1 15.47 1 39.36 1 -70.37 1 -85.78 1 1.008 1 1.66 1 1 26 1 15.47 1 36.55 1 -44.30 1 -59.74 1 1.006 1 1.65 1 1 27 1 15.47 1 33.75 1 -31.14 1 -46.58 1 1.009 1 1.63 1 1 28 1 15.47 1 30.94 1 -23.17 1 -38.62 1 0.998 1 1.66 1 1 29 1 15.47 1 28.14 1 -17.80 1 -33.26 1 0.997 1 1.67 1 1 30 1 15.47 1 25.33 1 -13.93 1 -29.39 1 0.998 1 1.67 1 1 31 1 15.47 1 22.53 1 -10.99 1 -26.45 1 0.999 1 1.69 1 1 32 1 15.47 1 19.72 1 -8.67 1 -24.13 1 1.000 1 1.70 1 1 33 1 15.47 1 16.92 1 -6.78 1 -22.25 1 1.001 1 1.73 1 1 34 1 15.73 1 44.49 1 -7742.14 1 -7880.63 1 1.000 1 1.73 1 1 35 1 15.73 1 41.69 1 -147.16 1 -165.22 1 1.006 1 1.68 1 1 36 1 15.73 1 38.88 1 -70.24 1 -87.09 1 1.008 1 1.65 1 1 37 1 15.73 1 36.08 1 -44.17 1 -60.61 1 1.006 1 1.64 1 1 38 1 15.73 1 33.27 1 -31.01 1 -47.23 1 1.009 1 1.62 1 1 39 1 15.73 1 30.47 1 -23.04 1 -39.14 1 0.998 1 1.65 1 1 40 1 15.73 1 27.66 1 -17.67 1 -33.68 1 0.997 1 1.66 1 1 41 1 15.73 1 24.86 1 -13.80 1 -29.75 1 0.998 1 1.66 1 1 42 1 15.73 1 22.05 1 -10.86 1 -26.76 1 0.998 1 1.68 1 1 43 1 15.73 1 19.25 1 -8.54 1 -24.40 1 0.999 1 1.69 1 1 44 1 15.73 1 16.44 1 -6.65 1 -22.49 1 1.001 1 1.72 1 1 45 1 16.01 1 43.99 1 -7742.00 1 -8019.25 1 1.000 1 1.72 1 1 46 1 16.01 1 41.19 1 -147.02 1 -167.99 1 1.006 1 1.67 1 1 47 1 16.01 1 38.38 1 -70.10 1 -88.49 1 1.008 1 1.64 1 1 48 1 16.01 1 35.58 1 -44.03 1 -61.54 1 1.006 1 1.63 1 1 49 1 16.01 1 32.77 1 -30.87 1 -47.93 1 1.009 1 1.61 1 1 50 1 16.01 1 29.97 1 -22.90 1 -39.69 1 0.998 1 1.64 1 1 51 1 16.01 1 27.16 1 -17.53 1 -34.14 1 0.997 1 1.65 1 1 52 1 16.01 1 24.36 1 -13.66 1 -30.14 1 0.997 1 1.65 1 1 53 1 16.01 1 21.55 1 -10.72 1 -27.10 1 0.998 1 1.67 1 1 54 1 16.01 1 18.75 1 -8.40 1 -24.70 1 0.999 1 1.68 1 1 55 1 16.01 1 15.94 1 -6.51 1 -22.75 1 1.000 1 1.71 1 1 56 1 16.30 1 43.47 1 -7741.85 1 -8167.51 1 1.000 1 1.70 1 ╚//////////C////////////C////////////C////////////C////////////C////////////C/////////////╝ Section 5 Page 6 Output File: C:\PROJECTS\IONISL~1\REV0~1\H15-5PS.gnf GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 2 .//////////////////0 1 Output Data 1 3//////////////////C/////////0 1 Wall Height = 15.50 1 1 Wall Slope = 90.00 1 3//////////I////////////I////C///////I////////////I////////////I////////////I/////////////0 1 Circle 1 Circle 1 Circle 1 Circle 1 Circle 1 Moment 1 Factor of 1 1 Number 1 X-Intercept1 Base Angle 1 X-Center 1 Y-Center 1 Ratio 1 Safety 1 ╟SSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSSSU 1 57 1 16.30 1 40.66 1 -146.87 1 -170.96 1 1.006 1 1.66 1 1 58 1 16.30 1 37.86 1 -69.96 1 -89.98 1 1.010 1 1.62 1 1 59 1 16.30 1 35.05 1 -43.89 1 -62.53 1 1.006 1 1.62 1 1 60 1 16.30 1 32.25 1 -30.72 1 -48.67 1 1.009 1 1.60 1 1 61 1 16.30 1 29.44 1 -22.75 1 -40.28 1 0.998 1 1.63 1 1 62 1 16.30 1 26.64 1 -17.39 1 -34.63 1 0.997 1 1.64 1 1 63 1 16.30 1 23.83 1 -13.51 1 -30.55 1 0.997 1 1.64 1 1 64 1 16.30 1 21.03 1 -10.57 1 -27.45 1 0.998 1 1.65 1 1 65 1 16.30 1 18.22 1 -8.25 1 -25.01 1 0.999 1 1.67 1 1 66 1 16.30 1 15.42 1 -6.37 1 -23.03 1 1.000 1 1.70 1 1 67 1 16.62 1 42.92 1 -7741.69 1 -8326.30 1 1.000 1 1.69 1 1 68 1 16.62 1 40.11 1 -146.71 1 -174.14 1 1.006 1 1.64 1 1 69 1 16.62 1 37.31 1 -69.80 1 -91.58 1 1.010 1 1.61 1 1 70 1 16.62 1 34.50 1 -43.73 1 -63.60 1 1.006 1 1.61 1 1 71 1 16.62 1 31.70 1 -30.56 1 -49.47 1 1.009 1 1.59 1 1 72 1 16.62 1 28.89 1 -22.59 1 -40.91 1 0.998 1 1.62 1 1 73 1 16.62 1 26.09 1 -17.23 1 -35.15 1 0.999 1 1.62 1 1 74 1 16.62 1 23.28 1 -13.35 1 -30.99 1 0.997 1 1.63 1 1 75 1 16.62 1 20.48 1 -10.41 1 -27.84 1 0.997 1 1.64 1 1 76 1 16.62 1 17.67 1 -8.09 1 -25.35 1 0.998 1 1.66 1 1 77 1 16.96 1 42.34 1 -7741.52 1 -8496.59 1 1.000 1 1.67 1 1 78 1 16.96 1 39.53 1 -146.54 1 -177.54 1 1.006 1 1.63 1 1 79 1 16.96 1 36.73 1 -69.63 1 -93.30 1 1.010 1 1.60 1 1 80 1 16.96 1 33.92 1 -43.56 1 -64.74 1 1.006 1 1.59 1 1 81 1 16.96 1 31.12 1 -30.39 1 -50.32 1 1.009 1 1.58 1 1 82 1 16.96 1 28.31 1 -22.42 1 -41.59 1 0.998 1 1.60 1 1 83 1 16.96 1 25.51 1 -17.06 1 -35.71 1 0.998 1 1.61 1 1 84 1 16.96 1 22.70 1 -13.18 1 -31.47 1 0.997 1 1.62 1 1 85 1 16.96 1 19.90 1 -10.24 1 -28.25 1 0.997 1 1.63 1 1 86 1 16.96 1 17.09 1 -7.92 1 -25.71 1 0.998 1 1.65 1 1 87 1 17.33 1 41.73 1 -7741.34 1 -8679.51 1 1.000 1 1.66 1 1 88 1 17.33 1 38.93 1 -146.36 1 -181.20 1 1.006 1 1.62 1 1 89 1 17.33 1 36.12 1 -69.44 1 -95.14 1 1.010 1 1.58 1 1 90 1 17.33 1 33.32 1 -43.37 1 -65.97 1 1.006 1 1.58 1 1 91 1 17.33 1 30.51 1 -30.21 1 -51.24 1 1.009 1 1.56 1 1 92 1 17.33 1 27.71 1 -22.24 1 -42.32 1 0.998 1 1.59 1 1 93 1 17.33 1 24.90 1 -16.87 1 -36.32 1 0.998 1 1.59 1 1 94 1 17.33 1 22.10 1 -13.00 1 -31.98 1 0.996 1 1.61 1 1 95 1 17.33 1 19.29 1 -10.06 1 -28.69 1 0.997 1 1.62 1 1 96 1 17.33 1 16.49 1 -7.74 1 -26.09 1 0.997 1 1.64 1 1 97 1 17.72 1 41.09 1 -7741.14 1 -8876.30 1 1.000 1 1.64 1 1 98 1 17.72 1 38.29 1 -146.16 1 -185.14 1 1.006 1 1.60 1 1 99 1 17.72 1 35.48 1 -69.25 1 -97.12 1 1.010 1 1.57 1 1 100 1 17.72 1 32.68 1 -43.18 1 -67.29 1 1.006 1 1.57 1 1 101 1 17.72 1 29.87 1 -30.01 1 -52.23 1 1.009 1 1.55 1 1 102 1 17.72 1 27.07 1 -22.04 1 -43.11 1 0.998 1 1.58 1 1 103 1 17.72 1 24.26 1 -16.68 1 -36.96 1 0.998 1 1.58 1 1 104 1 17.72 1 21.46 1 -12.80 1 -32.53 1 0.996 1 1.60 1 1 105 1 17.72 1 18.65 1 -9.86 1 -29.16 1 0.996 1 1.61 1 1 106 1 17.72 1 15.85 1 -7.54 1 -26.51 1 0.996 1 1.63 1 1 107 1 18.15 1 40.42 1 -7740.93 1 -9088.40 1 1.000 1 1.63 1 1 108 1 18.15 1 37.62 1 -145.95 1 -189.38 1 1.006 1 1.59 1 1 109 1 18.15 1 34.81 1 -69.03 1 -99.26 1 1.010 1 1.56 1 1 110 1 18.15 1 32.01 1 -42.97 1 -68.72 1 1.006 1 1.55 1 1 111 1 18.15 1 29.20 1 -29.80 1 -53.29 1 1.009 1 1.54 1 1 112 1 18.15 1 26.40 1 -21.83 1 -43.95 1 0.997 1 1.57 1 1 113 1 18.15 1 23.59 1 -16.46 1 -37.66 1 0.997 1 1.57 1 1 114 1 18.15 1 20.79 1 -12.59 1 -33.12 1 0.998 1 1.58 1 1 115 1 18.15 1 17.98 1 -9.65 1 -29.68 1 0.995 1 1.60 1 1 116 1 18.15 1 15.18 1 -7.33 1 -26.96 1 0.996 1 1.62 1 1 117 1 18.60 1 39.72 1 -7740.70 1 -9317.45 1 1.000 1 1.61 1 ╚//////////C////////////C////////////C////////////C////////////C////////////C/////////////╝ Section 5 Page 7 Output File: C:\PROJECTS\IONISL~1\REV0~1\H15-5PS.gnf GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 3 .//////////////////0 1 Output Data 1 3//////////////////C/////////0 1 Wall Height = 15.50 1 1 Wall Slope = 90.00 1 3//////////I////////////I////C///////I////////////I////////////I////////////I/////////////0 1 Circle 1 Circle 1 Circle 1 Circle 1 Circle 1 Moment 1 Factor of 1 1 Number 1 X-Intercept1 Base Angle 1 X-Center 1 Y-Center 1 Ratio 1 Safety 1 ╟SSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSSSU 1 118 1 18.60 1 36.91 1 -145.72 1 -193.96 1 1.006 1 1.57 1 1 119 1 18.60 1 34.11 1 -68.81 1 -101.57 1 1.010 1 1.54 1 1 120 1 18.60 1 31.30 1 -42.74 1 -70.25 1 1.006 1 1.54 1 1 121 1 18.60 1 28.50 1 -29.57 1 -54.44 1 1.008 1 1.53 1 1 122 1 18.60 1 25.69 1 -21.60 1 -44.86 1 0.997 1 1.55 1 1 123 1 18.60 1 22.89 1 -16.24 1 -38.42 1 0.997 1 1.56 1 1 124 1 18.60 1 20.08 1 -12.36 1 -33.76 1 0.997 1 1.56 1 1 125 1 18.60 1 17.28 1 -9.42 1 -30.23 1 0.995 1 1.59 1 1 126 1 19.10 1 38.98 1 -7740.45 1 -9565.34 1 1.000 1 1.60 1 1 127 1 19.10 1 36.18 1 -145.47 1 -198.92 1 1.006 1 1.56 1 1 128 1 19.10 1 33.37 1 -68.56 1 -104.07 1 1.010 1 1.53 1 1 129 1 19.10 1 30.57 1 -42.49 1 -71.92 1 1.006 1 1.53 1 1 130 1 19.10 1 27.76 1 -29.32 1 -55.68 1 1.008 1 1.51 1 1 131 1 19.10 1 24.96 1 -21.35 1 -45.85 1 0.997 1 1.54 1 1 132 1 19.10 1 22.15 1 -15.99 1 -39.23 1 0.997 1 1.54 1 1 133 1 19.10 1 19.35 1 -12.11 1 -34.46 1 0.997 1 1.55 1 1 134 1 19.10 1 16.54 1 -9.17 1 -30.83 1 0.994 1 1.58 1 1 135 1 19.64 1 38.20 1 -7740.19 1 -9834.26 1 1.000 1 1.58 1 1 136 1 19.64 1 35.40 1 -145.20 1 -204.30 1 1.006 1 1.54 1 1 137 1 19.64 1 32.60 1 -68.29 1 -106.78 1 1.010 1 1.52 1 1 138 1 19.64 1 29.79 1 -42.22 1 -73.72 1 1.005 1 1.51 1 1 139 1 19.64 1 26.99 1 -29.06 1 -57.03 1 1.008 1 1.50 1 1 140 1 19.64 1 24.18 1 -21.08 1 -46.92 1 0.996 1 1.53 1 1 141 1 19.64 1 21.38 1 -15.72 1 -40.12 1 0.996 1 1.53 1 1 142 1 19.64 1 18.57 1 -11.84 1 -35.21 1 0.996 1 1.54 1 1 143 1 19.64 1 15.77 1 -8.90 1 -31.48 1 0.996 1 1.55 1 1 144 1 20.22 1 37.39 1 -7739.89 1 -10126.73 1 1.000 1 1.57 1 1 145 1 20.22 1 34.59 1 -144.91 1 -210.15 1 1.006 1 1.53 1 1 146 1 20.22 1 31.78 1 -68.00 1 -109.72 1 1.009 1 1.50 1 1 147 1 20.22 1 28.98 1 -41.93 1 -75.69 1 1.005 1 1.50 1 1 148 1 20.22 1 26.17 1 -28.76 1 -58.50 1 1.008 1 1.49 1 1 149 1 20.22 1 23.37 1 -20.79 1 -48.09 1 0.996 1 1.52 1 1 150 1 20.22 1 20.56 1 -15.43 1 -41.08 1 0.995 1 1.52 1 1 151 1 20.22 1 17.76 1 -11.55 1 -36.02 1 0.995 1 1.53 1 1 152 1 20.86 1 36.54 1 -7739.57 1 -10445.75 1 1.000 1 1.55 1 1 153 1 20.86 1 33.73 1 -144.59 1 -216.53 1 1.006 1 1.52 1 1 154 1 20.86 1 30.93 1 -67.68 1 -112.94 1 1.009 1 1.49 1 1 155 1 20.86 1 28.12 1 -41.61 1 -77.83 1 1.005 1 1.49 1 1 156 1 20.86 1 25.32 1 -28.44 1 -60.10 1 1.007 1 1.48 1 1 157 1 20.86 1 22.51 1 -20.47 1 -49.36 1 1.010 1 1.47 1 1 158 1 20.86 1 19.71 1 -15.11 1 -42.13 1 0.995 1 1.51 1 1 159 1 20.86 1 16.90 1 -11.23 1 -36.92 1 0.994 1 1.52 1 1 160 1 21.56 1 35.64 1 -7739.23 1 -10794.82 1 1.000 1 1.54 1 1 161 1 21.56 1 32.83 1 -144.24 1 -223.51 1 1.006 1 1.50 1 1 162 1 21.56 1 30.03 1 -67.33 1 -116.46 1 1.009 1 1.47 1 1 163 1 21.56 1 27.22 1 -41.26 1 -80.17 1 1.005 1 1.47 1 1 164 1 21.56 1 24.42 1 -28.10 1 -61.85 1 1.007 1 1.46 1 1 165 1 21.56 1 21.61 1 -20.12 1 -50.75 1 1.009 1 1.46 1 1 166 1 21.56 1 18.81 1 -14.76 1 -43.28 1 0.994 1 1.50 1 1 167 1 21.56 1 16.00 1 -10.88 1 -37.89 1 0.993 1 1.51 1 1 168 1 22.33 1 34.70 1 -7738.84 1 -11178.12 1 1.000 1 1.52 1 1 169 1 22.33 1 31.89 1 -143.86 1 -231.18 1 1.006 1 1.49 1 1 170 1 22.33 1 29.09 1 -66.94 1 -120.32 1 1.009 1 1.46 1 1 171 1 22.33 1 26.28 1 -40.88 1 -82.74 1 1.004 1 1.46 1 1 172 1 22.33 1 23.48 1 -27.71 1 -63.77 1 1.006 1 1.45 1 1 173 1 22.33 1 20.67 1 -19.74 1 -52.28 1 1.009 1 1.44 1 1 174 1 22.33 1 17.87 1 -14.37 1 -44.55 1 0.993 1 1.48 1 1 175 1 22.33 1 15.06 1 -10.50 1 -38.96 1 0.992 1 1.49 1 1 176 1 23.17 1 33.71 1 -7738.42 1 -11600.65 1 1.000 1 1.51 1 1 177 1 23.17 1 30.90 1 -143.44 1 -239.63 1 1.006 1 1.47 1 1 178 1 23.17 1 28.10 1 -66.52 1 -124.58 1 1.009 1 1.45 1 ╚//////////C////////////C////////////C////////////C////////////C////////////C/////////////╝ Section 5 Page 8 Output File: C:\PROJECTS\IONISL~1\REV0~1\H15-5PS.gnf GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 4 .//////////////////0 1 Output Data 1 3//////////////////C/////////0 1 Wall Height = 15.50 1 1 Wall Slope = 90.00 1 3//////////I////////////I////C///////I////////////I////////////I////////////I/////////////0 1 Circle 1 Circle 1 Circle 1 Circle 1 Circle 1 Moment 1 Factor of 1 1 Number 1 X-Intercept1 Base Angle 1 X-Center 1 Y-Center 1 Ratio 1 Safety 1 ╟SSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSSSU 1 179 1 23.17 1 25.29 1 -40.45 1 -85.58 1 1.004 1 1.45 1 1 180 1 23.17 1 22.49 1 -27.29 1 -65.89 1 1.006 1 1.44 1 1 181 1 23.17 1 19.68 1 -19.32 1 -53.97 1 1.008 1 1.43 1 1 182 1 23.17 1 16.88 1 -13.95 1 -45.94 1 0.991 1 1.47 1 1 183 1 24.11 1 32.67 1 -7737.95 1 -12068.47 1 1.000 1 1.50 1 1 184 1 24.11 1 29.86 1 -142.97 1 -248.99 1 1.005 1 1.46 1 1 185 1 24.11 1 27.06 1 -66.05 1 -129.29 1 1.009 1 1.44 1 1 186 1 24.11 1 24.25 1 -39.99 1 -88.72 1 1.004 1 1.44 1 1 187 1 24.11 1 21.45 1 -26.82 1 -68.24 1 1.005 1 1.43 1 1 188 1 24.11 1 18.64 1 -18.85 1 -55.83 1 1.007 1 1.42 1 1 189 1 24.11 1 15.84 1 -13.48 1 -47.48 1 1.009 1 1.42 1 1 190 1 25.15 1 31.58 1 -7737.43 1 -12588.97 1 1.000 1 1.48 1 1 191 1 25.15 1 28.77 1 -142.45 1 -259.40 1 1.005 1 1.45 1 1 192 1 25.15 1 25.97 1 -65.53 1 -134.54 1 1.009 1 1.43 1 1 193 1 25.15 1 23.16 1 -39.47 1 -92.22 1 1.003 1 1.43 1 1 194 1 25.15 1 20.36 1 -26.30 1 -70.85 1 1.005 1 1.42 1 1 195 1 25.15 1 17.55 1 -18.33 1 -57.91 1 1.006 1 1.41 1 1 196 1 26.31 1 30.43 1 -7736.85 1 -13171.32 1 1.000 1 1.47 1 1 197 1 26.31 1 27.63 1 -141.87 1 -271.05 1 1.005 1 1.44 1 1 198 1 26.31 1 24.82 1 -64.95 1 -140.41 1 1.009 1 1.41 1 1 199 1 26.31 1 22.02 1 -38.88 1 -96.13 1 1.010 1 1.40 1 1 200 1 26.31 1 19.21 1 -25.72 1 -73.77 1 1.004 1 1.41 1 1 201 1 26.31 1 16.41 1 -17.75 1 -60.23 1 1.005 1 1.40 1 1 202 1 27.62 1 29.23 1 -7736.19 1 -13826.94 1 1.000 1 1.46 1 1 203 1 27.62 1 26.42 1 -141.21 1 -284.16 1 1.005 1 1.43 1 1 204 1 27.62 1 23.62 1 -64.30 1 -147.01 1 1.008 1 1.41 1 1 205 1 27.62 1 20.81 1 -38.23 1 -100.53 1 1.010 1 1.39 1 1 206 1 27.62 1 18.01 1 -25.06 1 -77.06 1 1.004 1 1.40 1 1 207 1 27.62 1 15.20 1 -17.09 1 -62.84 1 1.004 1 1.42 1 1 208 1 29.11 1 27.96 1 -7735.45 1 -14570.37 1 1.000 1 1.45 1 1 209 1 29.11 1 25.16 1 -140.47 1 -299.03 1 1.005 1 1.42 1 1 210 1 29.11 1 22.35 1 -63.55 1 -154.50 1 1.008 1 1.40 1 1 211 1 29.11 1 19.55 1 -37.48 1 -105.52 1 1.009 1 1.39 1 1 212 1 29.11 1 16.74 1 -24.32 1 -80.78 1 1.002 1 1.42 1 1 213 1 30.81 1 26.64 1 -7734.60 1 -15420.29 1 1.000 1 1.45 1 1 214 1 30.81 1 23.83 1 -139.62 1 -316.03 1 1.005 1 1.42 1 1 215 1 30.81 1 21.03 1 -62.70 1 -163.07 1 1.008 1 1.41 1 1 216 1 30.81 1 18.22 1 -36.63 1 -111.23 1 1.009 1 1.41 1 1 217 1 30.81 1 15.42 1 -23.47 1 -85.05 1 1.001 1 1.44 1 1 218 1 32.77 1 25.25 1 -7733.62 1 -16401.23 1 1.000 1 1.44 1 1 219 1 32.77 1 22.44 1 -138.64 1 -335.65 1 1.005 1 1.43 1 1 220 1 32.77 1 19.64 1 -61.72 1 -172.95 1 1.008 1 1.43 1 1 221 1 32.77 1 16.83 1 -35.65 1 -117.81 1 1.008 1 1.44 1 1 222 1 35.06 1 23.78 1 -7732.47 1 -17546.03 1 1.000 1 1.46 1 1 223 1 35.06 1 20.98 1 -137.49 1 -358.55 1 1.005 1 1.46 1 1 224 1 35.06 1 18.17 1 -60.58 1 -184.49 1 1.007 1 1.46 1 1 225 1 35.06 1 15.37 1 -34.51 1 -125.50 1 1.007 1 1.46 1 1 226 1 37.77 1 22.25 1 -7731.12 1 -18899.63 1 1.000 1 1.50 1 1 227 1 37.77 1 19.44 1 -136.14 1 -385.62 1 1.005 1 1.49 1 1 228 1 37.77 1 16.64 1 -59.22 1 -198.13 1 1.007 1 1.49 1 1 229 1 41.02 1 20.64 1 -7729.49 1 -20525.33 1 1.000 1 1.53 1 1 230 1 41.02 1 17.83 1 -134.51 1 -418.14 1 1.005 1 1.53 1 1 231 1 41.02 1 15.03 1 -57.60 1 -214.52 1 1.010 1 1.52 1 1 232 1 45.00 1 18.94 1 -7727.50 1 -22515.24 1 1.000 1 1.58 1 1 233 1 45.00 1 16.14 1 -132.52 1 -457.94 1 1.005 1 1.57 1 ╚//////////C////////////C////////////C////////////C////////////C////////////C/////////////╝ Section 5 Page 9 SECTION 6 Input File: C:\PROJECTS\IONISL~1\REV0~1\H20P.gni This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 1 -5 0 5 10 15 20 25 30 35 40 45 5 0 -5 -10 -15 -20 -25 Ionis Section 6 Page 1 LOAD GROUP:_____ - (____________________) SHORZ = ______ ft. (HORIZONTAL NAIL SPACING) SVERT = ______ ft. (VERTICAL NAIL SPACING) DBAR = ______ in. (BAR DIAMETER) GRADE____ DHOLE = _____ in. (DIAMETER OF DRILLED HOLE) SOIL NAIL DESIGN SECTION (H = ft. max) I STATIC 6 VARIES 6 75___6 20.0 Input File: C:\PROJECTS\IONISL~1\REV0~1\H20P.gni GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 1 Ionis -........................../ 0 General Data 0 2..........................╬................./ 0 File Indentifier 0 H20P.GNI 0 0 Unit weight of water 0 62.4 0 0 Base depth for analysis 0 20.0 0 0 Seismic Coefficient 0 0.0 0 0 Minimum Base Exit Angle 0 15.0 0 0 X Search limit (left) 0 15.0 0 0 X Search limit (right) 0 60.0 0 0 Number of slip circles 0 250 0 0 No. of slip circle exits 0 30 0 ╚..........................B.................╝ -................................................./ 0 LRFD and Safety Factor Data 0 2.................................................╬......./ 0 Analysis Mode: (L)RFD or (S)LD (specify L or S) 0 S 0 2. SLD Safety and Strength Factors (mode S only) .╬.......D 0 FS for Soil Cohesion 0 1.5 0 0 FS for Soil Friction 0 1.5 0 0 Strength Factor for Head Strength 0 0.67 0 0 Strength Factor for Nail Tendon Strength 0 0.55 0 0 Strength Factor for Nail Pullout Resistance 0 0.5 0 2. LRFD Load Factors (mode L only) ...............╬.......D 0 LF for Unit Weight of Water 0 1 0 0 LF for Unit Weight of Soil 0 1.35 0 0 LF for Surcharge Loads 0 1.75 0 0 LF for Seismic Loads 0 1 0 2. LRFD Resistance Factors (mode L only) .........╬.......D 0 RF for Soil Cohesion 0 1 0 0 RF for Soil Friction Angle 0 0.75 0 0 RF for Head Strength 0 0.9 0 0 RF for Nail Pullout Resistance 0 0.7 0 0 RF for Nail Tendon Strength 0 0.9 0 ╚.................................................B.......╝ -..........................G..........G.........../ 0 PIEZOMETRIC DATA 0 X-Value 0Piez. Level0 2..........................╬..........╬...........D 0 Point 1 0 0 0 0 Point 2 0 0 0 0 Point 3 0 0 0 0 Point 4 0 0 0 0 Point 5 0 0 0 0 Point 6 0 0 0 0 Point 7 0 0 0 0 Point 8 0 0 0 0 Point 9 0 0 0 0 Point 10 0 0 0 ╚..........................B..........B...........╝ Section 6 Page 2 Input File: C:\PROJECTS\IONISL~1\REV0~1\H20P.gni GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 2 -......................../ 0 Nodal Data 0 2.......G.......G.......G╬.......G.......G.......GG.......G.......G......./ 0Node No0X-Value0Y-Value00Node No0X-Value0Y-Value00Node No0X-Value0Y-Value0 2.......╬.......╬.......╬╬.......╬.......╬.......╬╬.......╬.......╬.......D 0 1 00 00 00 16 0 0 00 31 0 0 0 0 2 00.001 0-20 00 17 0 0 00 32 0 0 0 0 3 060 0-20 00 18 0 0 00 33 0 0 0 0 4 0 0 00 19 0 0 00 34 0 0 0 0 5 0 0 00 20 0 0 00 35 0 0 0 0 6 0 0 00 21 0 0 00 36 0 0 0 0 7 0 0 00 22 0 0 00 37 0 0 0 0 8 0 0 00 23 0 0 00 38 0 0 0 0 9 0 0 00 24 0 0 00 39 0 0 0 0 10 0 0 00 25 0 0 00 40 0 0 0 0 11 0 0 00 26 0 0 00 41 0 0 0 0 12 0 0 00 27 0 0 00 42 0 0 0 0 13 0 0 00 28 0 0 00 43 0 0 0 0 14 0 0 00 29 0 0 00 44 0 0 0 0 15 0 0 00 30 0 0 00 45 0 0 0 ╚.......B.......B.......BB.......B.......B.......BB.......B.......B.......╝ -.................................../ 0 Wall Segment Data 0 2......G......G......G......G.......╬G......G......G......G......G......./ 0 Seg. 0 Node 0 Node 0 Soil 0Pullout00 Seg. 0 Node 0 Node 0 Soil 0Pullout0 0 No. 0 1 0 2 0 ID 0Res. ID00 No. 0 1 0 2 0 ID 0Res. ID0 2......╬......╬......╬......╬.......╬╬......╬......╬......╬......╬.......D 0 1 01 02 01 01 00 11 0 0 0 0 0 0 2 0 0 0 0 00 12 0 0 0 0 0 0 3 0 0 0 0 00 13 0 0 0 0 0 0 4 0 0 0 0 00 14 0 0 0 0 0 0 5 0 0 0 0 00 15 0 0 0 0 0 0 6 0 0 0 0 00 16 0 0 0 0 0 0 7 0 0 0 0 00 17 0 0 0 0 0 0 8 0 0 0 0 00 18 0 0 0 0 0 0 9 0 0 0 0 00 19 0 0 0 0 0 0 10 0 0 0 0 00 20 0 0 0 0 0 ╚......B......B......B......B.......BB......B......B......B......B.......╝ -.........................../ 0 Surface Segment Data 0 2......G......G......G......╬G......G......G......G....../ 0 Seg. 0 Node 0 Node 0 Soil 00 Seg. 0 Node 0 Node 0 Soil 0 0 No. 0 1 0 2 0 ID 00 No. 0 1 0 2 0 ID 0 2......╬......╬......╬......╬╬......╬......╬......╬......D 0 1 0 2 0 3 0 1 00 11 0 0 0 0 0 2 0 0 0 00 12 0 0 0 0 0 3 0 0 0 00 13 0 0 0 0 0 4 0 0 0 00 14 0 0 0 0 0 5 0 0 0 00 15 0 0 0 0 0 6 0 0 0 00 16 0 0 0 0 0 7 0 0 0 00 17 0 0 0 0 0 8 0 0 0 00 18 0 0 0 0 0 9 0 0 0 00 19 0 0 0 0 0 10 0 0 0 00 20 0 0 0 0 ╚......B......B......B......BB......B......B......B......╝ Section 6 Page 3 Input File: C:\PROJECTS\IONISL~1\REV0~1\H20P.gni GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 3 -.................................../ 0 Internal Segment Data 0 2......G......G......G......G.......╬G......G......G......G......G......./ 0 Seg. 0 Node 0 Node 0 Soil 0Pullout00 Seg. 0 Node 0 Node 0 Soil 0Pullout0 0 No. 0 1 0 2 0 ID 0Res. ID00 No. 0 1 0 2 0 ID 0Res. ID0 2......╬......╬......╬......╬.......╬╬......╬......╬......╬......╬.......D 0 1 0 0 0 0 00 11 0 0 0 0 0 0 2 0 0 0 0 00 12 0 0 0 0 0 0 3 0 0 0 0 00 13 0 0 0 0 0 0 4 0 0 0 0 00 14 0 0 0 0 0 0 5 0 0 0 0 00 15 0 0 0 0 0 0 6 0 0 0 0 00 16 0 0 0 0 0 0 7 0 0 0 0 00 17 0 0 0 0 0 0 8 0 0 0 0 00 18 0 0 0 0 0 0 9 0 0 0 0 00 19 0 0 0 0 0 0 10 0 0 0 0 00 20 0 0 0 0 0 ╚......B......B......B......B.......BB......B......B......B......B.......╝ -......................................../ 0 Soil Strength & Pullout Resist. Data 0 2........G.......G.......G.......G.......D 0Material0 0 0 Unit 0Pullout0 0 ID No. 0 c 0 ø 0 Weight0 Res. 0 2........╬.......╬.......╬.......╬.......D 0 1 0 150 0 30 0 125 0 3393 0 0 2 0 0 0 0 0 0 3 0 0 0 0 0 0 4 0 0 0 0 0 0 5 0 0 0 0 0 0 6 0 0 0 0 0 0 7 0 0 0 0 0 0 8 0 0 0 0 0 0 9 0 0 0 0 0 0 10 0 0 0 0 0 0 11 0 0 0 0 0 0 12 0 0 0 0 0 0 13 0 0 0 0 0 0 14 0 0 0 0 0 ╚........B.......B.......B.......B.......╝ -.............................../ 0 Surcharge Pressure Data 0 2.......G.......G.......G.......D 0Load No0X-value0 Vert. 0 Horiz.0 2.......╬.......╬.......╬.......D 0 1 0 2 0 0 0 0 0 0 2 0 22 0 300 0 0 0 0 3 0 0 0 0 0 4 0 0 0 0 0 5 0 0 0 0 0 6 0 0 0 0 0 7 0 0 0 0 0 8 0 0 0 0 0 9 0 0 0 0 0 10 0 0 0 0 ╚.......B.......B.......B.......╝ Section 6 Page 4 Input File: C:\PROJECTS\IONISL~1\REV0~1\H20P.gni GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 4 -..................G.........G........G........G........G......../ 0 0 Nail 0 Nail 0 Tendon 0 Head 0 Fixed 0 0 Nail Data 0 Depth 0 Length 0Strength0Strength0 Nail? 0 2..................╬.........╬........╬........╬........╬........D 0 Nail Row 1 0 2.5 0 22 0 45000 0 69500 0 0 0 Nail Row 2 0 7.5 0 22 0 45000 0 69500 0 0 0 Nail Row 3 0 12.5 0 20 0 45000 0 69500 0 0 0 Nail Row 4 0 17.5 0 18 0 45000 0 69500 0 0 0 Nail Row 5 0 0 0 0 0 0 0 Nail Row 6 0 0 0 0 0 0 0 Nail Row 7 0 0 0 0 0 0 0 Nail Row 8 0 0 0 0 0 0 0 Nail Row 9 0 0 0 0 0 0 0 Nail Row 10 0 0 0 0 0 0 0 Nail Row 11 0 0 0 0 0 0 0 Nail Row 12 0 0 0 0 0 0 0 Nail Row 13 0 0 0 0 0 0 0 Nail Row 14 0 0 0 0 0 0 0 Nail Row 15 0 0 0 0 0 0 0..................╬.........╬........B........B........B........╝ 0 Horiz. Spacing 0 6 0 0 Nail Declination0 17 0 ╚..................B.........╝ Section 6 Page 5 Output File: C:\PROJECTS\IONISL~1\REV0~1\H20P.gnd GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 1 -................../ 0 Design Data 0 2..................B............................/ 0 Nail Head Factor = 1.00 for circle no 234 0 0 Nail Length Factor = 0.98 for circle no 2 0 2............G.............G....................D 0 0 0 Required Nail 0 0 Nail No. 0 Circle No 0 Tendon Strength 0 ╟TTTTTTTTTTTT╫TTTTTTTTTTTTT╫TTTTTTTTTTTTTTTTTTTTV 0 1 0 1 0 31290.35 0 0 2 0 1 0 41000.60 0 0 3 0 1 0 44364.04 0 0 4 0 15 0 44771.19 0 2............╬.............╬....................D 0 0 0 Required 0 0 Nail No. 0 Circle No 0 Nail Length 0 ╟TTTTTTTTTTTT╫TTTTTTTTTTTTT╫TTTTTTTTTTTTTTTTTTTTV 0 1 0 0 21.48 0 0 2 0 0 21.48 0 0 3 0 0 19.52 0 0 4 0 0 17.57 0 ╚............B.............B....................╝ -................../ 0 Output Data 0 2..................B........./ 0 Wall Height = 20.00 0 0 Wall Slope = 90.00 0 2..........G............G....B.......G............G............G............G............./ 0 0 0 0 0 0 0Force Req'd/ 0 0 Circle 0 Circle 0 Circle 0 Circle 0 Circle 0 Moment 0 Unit Wall 0 0 Number 0 X-Intercept0 Base Angle 0 X-Center 0 Y-Center 0 Ratio 0 Length 0 ╟TTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTTTV 0 1 0 15.03 0 52.98 0 -9992.49 0 -7535.15 0 1.000 0 14760.08 0 0 2 0 15.03 0 49.81 0 -169.85 0 -143.46 0 0.999 0 14620.50 0 0 3 0 15.03 0 46.64 0 -81.69 0 -77.12 0 0.998 0 14376.76 0 0 4 0 15.03 0 43.47 0 -51.83 0 -54.65 0 0.997 0 14033.43 0 0 5 0 15.03 0 40.30 0 -36.74 0 -43.29 0 0.996 0 13612.54 0 0 6 0 15.03 0 37.13 0 -27.58 0 -36.41 0 0.995 0 13126.91 0 0 7 0 15.03 0 33.96 0 -21.41 0 -31.76 0 0.994 0 12563.21 0 0 8 0 15.03 0 30.79 0 -16.94 0 -28.40 0 0.993 0 11942.25 0 0 9 0 15.03 0 27.62 0 -13.54 0 -25.84 0 0.992 0 11262.95 0 0 10 0 15.03 0 24.45 0 -10.85 0 -23.81 0 0.993 0 10584.29 0 0 11 0 15.03 0 21.28 0 -8.65 0 -22.16 0 0.993 0 9789.31 0 0 12 0 15.03 0 18.11 0 -6.81 0 -20.78 0 0.995 0 8979.99 0 0 13 0 15.31 0 52.48 0 -9992.35 0 -7672.44 0 1.000 0 14672.43 0 0 14 0 15.31 0 49.31 0 -169.71 0 -145.90 0 0.999 0 14521.63 0 0 15 0 15.31 0 46.14 0 -81.55 0 -78.34 0 0.999 0 14274.84 0 0 16 0 15.31 0 42.97 0 -51.69 0 -55.46 0 0.997 0 13918.20 0 0 17 0 15.31 0 39.80 0 -36.60 0 -43.90 0 0.996 0 13473.04 0 0 18 0 15.31 0 36.63 0 -27.45 0 -36.89 0 0.994 0 12967.28 0 0 19 0 15.31 0 33.46 0 -21.27 0 -32.16 0 0.993 0 12395.66 0 0 20 0 15.31 0 30.29 0 -16.80 0 -28.73 0 0.992 0 11760.17 0 0 21 0 15.31 0 27.12 0 -13.40 0 -26.13 0 0.992 0 11068.35 0 0 22 0 15.31 0 23.95 0 -10.71 0 -24.06 0 0.993 0 10366.61 0 0 23 0 15.31 0 20.78 0 -8.51 0 -22.38 0 0.992 0 9551.08 0 0 24 0 15.31 0 17.61 0 -6.68 0 -20.97 0 0.994 0 8719.73 0 0 25 0 15.63 0 51.90 0 -9992.19 0 -7835.51 0 1.000 0 14564.58 0 0 26 0 15.63 0 48.73 0 -169.55 0 -148.79 0 0.999 0 14402.69 0 0 27 0 15.63 0 45.56 0 -81.39 0 -79.80 0 0.999 0 14143.97 0 0 28 0 15.63 0 42.39 0 -51.53 0 -56.43 0 0.998 0 13778.07 0 0 29 0 15.63 0 39.22 0 -36.44 0 -44.62 0 0.996 0 13317.99 0 0 30 0 15.63 0 36.05 0 -27.28 0 -37.46 0 0.995 0 12791.83 0 0 31 0 15.63 0 32.88 0 -21.11 0 -32.63 0 0.994 0 12210.27 0 0 32 0 15.63 0 29.71 0 -16.64 0 -29.13 0 0.992 0 11554.10 0 0 33 0 15.63 0 26.54 0 -13.24 0 -26.47 0 0.991 0 10844.14 0 0 34 0 15.63 0 23.37 0 -10.55 0 -24.36 0 0.991 0 10076.82 0 0 35 0 15.63 0 20.20 0 -8.35 0 -22.64 0 0.992 0 9287.12 0 0 36 0 15.63 0 17.03 0 -6.51 0 -21.21 0 0.992 0 8404.59 0 0 37 0 15.98 0 51.28 0 -9992.02 0 -8009.55 0 1.000 0 14445.16 0 ╚..........B............B............B............B............B............B.............╝ Section 6 Page 6 Output File: C:\PROJECTS\IONISL~1\REV0~1\H20P.gnd GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 2 -................../ 0 Output Data 0 2..................B........./ 0 Wall Height = 20.00 0 0 Wall Slope = 90.00 0 2..........G............G....B.......G............G............G............G............./ 0 0 0 0 0 0 0Force Req'd/ 0 0 Circle 0 Circle 0 Circle 0 Circle 0 Circle 0 Moment 0 Unit Wall 0 0 Number 0 X-Intercept0 Base Angle 0 X-Center 0 Y-Center 0 Ratio 0 Length 0 ╟TTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTTTV 0 38 0 15.98 0 48.11 0 -169.38 0 -151.88 0 0.999 0 14270.99 0 0 39 0 15.98 0 44.94 0 -81.21 0 -81.35 0 0.998 0 13991.84 0 0 40 0 15.98 0 41.77 0 -51.35 0 -57.46 0 0.998 0 13621.42 0 0 41 0 15.98 0 38.61 0 -36.26 0 -45.39 0 0.996 0 13149.93 0 0 42 0 15.98 0 35.44 0 -27.11 0 -38.07 0 0.995 0 12601.89 0 0 43 0 15.98 0 32.27 0 -20.94 0 -33.13 0 0.993 0 11994.40 0 0 44 0 15.98 0 29.10 0 -16.47 0 -29.56 0 0.992 0 11321.10 0 0 45 0 15.98 0 25.93 0 -13.06 0 -26.83 0 0.991 0 10590.80 0 0 46 0 15.98 0 22.76 0 -10.37 0 -24.68 0 0.991 0 9823.41 0 0 47 0 15.98 0 19.59 0 -8.18 0 -22.92 0 0.992 0 9013.87 0 0 48 0 15.98 0 16.42 0 -6.34 0 -21.46 0 0.992 0 8101.66 0 0 49 0 16.35 0 50.64 0 -9991.83 0 -8195.53 0 1.000 0 14312.91 0 0 50 0 16.35 0 47.47 0 -169.19 0 -155.18 0 0.999 0 14124.62 0 0 51 0 16.35 0 44.30 0 -81.03 0 -83.01 0 0.998 0 13832.33 0 0 52 0 16.35 0 41.13 0 -51.17 0 -58.57 0 0.997 0 13450.29 0 0 53 0 16.35 0 37.96 0 -36.08 0 -46.21 0 0.996 0 12965.86 0 0 54 0 16.35 0 34.79 0 -26.92 0 -38.72 0 0.995 0 12388.46 0 0 55 0 16.35 0 31.62 0 -20.75 0 -33.67 0 0.993 0 11763.65 0 0 56 0 16.35 0 28.45 0 -16.28 0 -30.01 0 0.992 0 11072.64 0 0 57 0 16.35 0 25.28 0 -12.88 0 -27.23 0 0.991 0 10348.92 0 0 58 0 16.35 0 22.11 0 -10.19 0 -25.02 0 0.990 0 9529.67 0 0 59 0 16.35 0 18.94 0 -7.99 0 -23.22 0 1.003 0 9047.53 0 0 60 0 16.35 0 15.77 0 -6.15 0 -21.72 0 0.991 0 7757.82 0 0 61 0 16.75 0 49.96 0 -9991.63 0 -8394.52 0 1.000 0 14166.36 0 0 62 0 16.75 0 46.79 0 -168.99 0 -158.70 0 0.999 0 13965.04 0 0 63 0 16.75 0 43.62 0 -80.83 0 -84.79 0 0.998 0 13659.89 0 0 64 0 16.75 0 40.45 0 -50.97 0 -59.75 0 0.997 0 13252.92 0 0 65 0 16.75 0 37.29 0 -35.88 0 -47.09 0 0.996 0 12765.27 0 0 66 0 16.75 0 34.12 0 -26.72 0 -39.42 0 0.995 0 12177.09 0 0 67 0 16.75 0 30.95 0 -20.55 0 -34.25 0 0.993 0 11524.39 0 0 68 0 16.75 0 27.78 0 -16.08 0 -30.50 0 0.992 0 10816.94 0 0 69 0 16.75 0 24.61 0 -12.68 0 -27.65 0 0.990 0 10038.23 0 0 70 0 16.75 0 21.44 0 -9.99 0 -25.39 0 0.990 0 9228.77 0 0 71 0 16.75 0 18.27 0 -7.79 0 -23.55 0 1.002 0 8707.11 0 0 72 0 16.75 0 15.10 0 -5.96 0 -22.01 0 1.005 0 7842.02 0 0 73 0 17.18 0 49.25 0 -9991.42 0 -8607.76 0 1.000 0 14004.01 0 0 74 0 17.18 0 46.08 0 -168.78 0 -162.49 0 0.999 0 13786.38 0 0 75 0 17.18 0 42.91 0 -80.62 0 -86.69 0 0.999 0 13475.37 0 0 76 0 17.18 0 39.75 0 -50.75 0 -61.01 0 0.997 0 13050.84 0 0 77 0 17.18 0 36.58 0 -35.66 0 -48.04 0 0.996 0 12537.64 0 0 78 0 17.18 0 33.41 0 -26.51 0 -40.17 0 0.995 0 11951.58 0 0 79 0 17.18 0 30.24 0 -20.34 0 -34.86 0 0.993 0 11257.36 0 0 80 0 17.18 0 27.07 0 -15.87 0 -31.02 0 0.991 0 10527.26 0 0 81 0 17.18 0 23.90 0 -12.47 0 -28.09 0 1.001 0 10041.63 0 0 82 0 17.18 0 20.73 0 -9.77 0 -25.78 0 1.001 0 9215.01 0 0 83 0 17.18 0 17.56 0 -7.58 0 -23.89 0 1.002 0 8361.10 0 0 84 0 17.63 0 48.51 0 -9991.19 0 -8836.59 0 1.000 0 13824.02 0 0 85 0 17.63 0 45.34 0 -168.55 0 -166.55 0 0.999 0 13590.27 0 0 86 0 17.63 0 42.17 0 -80.39 0 -88.73 0 0.999 0 13265.15 0 0 87 0 17.63 0 39.00 0 -50.53 0 -62.37 0 0.998 0 12840.42 0 0 88 0 17.63 0 35.83 0 -35.43 0 -49.05 0 0.996 0 12313.51 0 0 89 0 17.63 0 32.66 0 -26.28 0 -40.97 0 0.995 0 11707.75 0 0 90 0 17.63 0 29.49 0 -20.11 0 -35.52 0 0.993 0 11008.48 0 0 91 0 17.63 0 26.32 0 -15.64 0 -31.58 0 0.991 0 10227.50 0 0 92 0 17.63 0 23.15 0 -12.24 0 -28.58 0 1.000 0 9706.99 0 0 93 0 17.63 0 19.98 0 -9.54 0 -26.20 0 1.000 0 8861.94 0 0 94 0 17.63 0 16.81 0 -7.35 0 -24.26 0 1.000 0 7942.22 0 0 95 0 18.13 0 47.73 0 -9990.94 0 -9082.60 0 1.000 0 13624.31 0 0 96 0 18.13 0 44.56 0 -168.30 0 -170.91 0 0.999 0 13373.73 0 0 97 0 18.13 0 41.39 0 -80.14 0 -90.92 0 0.999 0 13033.88 0 ╚..........B............B............B............B............B............B.............╝ Section 6 Page 7 Output File: C:\PROJECTS\IONISL~1\REV0~1\H20P.gnd GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 3 -................../ 0 Output Data 0 2..................B........./ 0 Wall Height = 20.00 0 0 Wall Slope = 90.00 0 2..........G............G....B.......G............G............G............G............./ 0 0 0 0 0 0 0Force Req'd/ 0 0 Circle 0 Circle 0 Circle 0 Circle 0 Circle 0 Moment 0 Unit Wall 0 0 Number 0 X-Intercept0 Base Angle 0 X-Center 0 Y-Center 0 Ratio 0 Length 0 ╟TTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTTTV 0 98 0 18.13 0 38.22 0 -50.28 0 -63.83 0 0.998 0 12594.57 0 0 99 0 18.13 0 35.05 0 -35.19 0 -50.14 0 0.996 0 12053.01 0 0 100 0 18.13 0 31.88 0 -26.04 0 -41.84 0 0.994 0 11422.94 0 0 101 0 18.13 0 28.71 0 -19.86 0 -36.24 0 0.993 0 10718.35 0 0 102 0 18.13 0 25.54 0 -15.39 0 -32.18 0 0.991 0 9907.95 0 0 103 0 18.13 0 22.37 0 -11.99 0 -29.09 0 1.000 0 9362.18 0 0 104 0 18.13 0 19.20 0 -9.30 0 -26.65 0 1.000 0 8494.04 0 0 105 0 18.13 0 16.03 0 -7.10 0 -24.66 0 1.000 0 7552.31 0 0 106 0 18.66 0 46.90 0 -9990.68 0 -9347.56 0 1.000 0 13402.50 0 0 107 0 18.66 0 43.73 0 -168.04 0 -175.61 0 0.999 0 13134.38 0 0 108 0 18.66 0 40.57 0 -79.88 0 -93.29 0 0.998 0 12773.04 0 0 109 0 18.66 0 37.40 0 -50.01 0 -65.40 0 0.998 0 12324.37 0 0 110 0 18.66 0 34.23 0 -34.92 0 -51.31 0 0.997 0 11787.80 0 0 111 0 18.66 0 31.06 0 -25.77 0 -42.77 0 0.995 0 11142.53 0 0 112 0 18.66 0 27.89 0 -19.60 0 -37.00 0 0.993 0 10390.80 0 0 113 0 18.66 0 24.72 0 -15.13 0 -32.83 0 0.991 0 9581.09 0 0 114 0 18.66 0 21.55 0 -11.73 0 -29.65 0 1.000 0 8982.68 0 0 115 0 18.66 0 18.38 0 -9.03 0 -27.14 0 0.999 0 8079.75 0 0 116 0 18.66 0 15.21 0 -6.84 0 -25.09 0 0.999 0 7108.17 0 0 117 0 19.23 0 46.04 0 -9990.39 0 -9633.52 0 1.000 0 13156.07 0 0 118 0 19.23 0 42.87 0 -167.75 0 -180.68 0 0.999 0 12871.94 0 0 119 0 19.23 0 39.70 0 -79.59 0 -95.84 0 0.998 0 12495.94 0 0 120 0 19.23 0 36.53 0 -49.73 0 -67.10 0 0.998 0 12035.15 0 0 121 0 19.23 0 33.36 0 -34.64 0 -52.58 0 0.997 0 11474.48 0 0 122 0 19.23 0 30.19 0 -25.49 0 -43.77 0 0.995 0 10813.29 0 0 123 0 19.23 0 27.02 0 -19.31 0 -37.83 0 0.993 0 10057.12 0 0 124 0 19.23 0 23.85 0 -14.84 0 -33.53 0 0.991 0 9220.96 0 0 125 0 19.23 0 20.68 0 -11.44 0 -30.25 0 1.001 0 8648.88 0 0 126 0 19.23 0 17.51 0 -8.75 0 -27.66 0 0.999 0 7654.76 0 0 127 0 19.85 0 45.14 0 -9990.08 0 -9942.84 0 1.000 0 12881.90 0 0 128 0 19.85 0 41.97 0 -167.44 0 -186.17 0 0.999 0 12577.48 0 0 129 0 19.85 0 38.80 0 -79.28 0 -98.60 0 0.999 0 12188.75 0 0 130 0 19.85 0 35.63 0 -49.42 0 -68.93 0 0.998 0 11707.01 0 0 131 0 19.85 0 32.46 0 -34.33 0 -53.94 0 0.996 0 11129.48 0 0 132 0 19.85 0 29.29 0 -25.18 0 -44.85 0 0.995 0 10460.84 0 0 133 0 19.85 0 26.12 0 -19.00 0 -38.72 0 0.993 0 9675.49 0 0 134 0 19.85 0 22.95 0 -14.53 0 -34.28 0 0.991 0 8821.27 0 0 135 0 19.85 0 19.78 0 -11.13 0 -30.90 0 1.000 0 8208.65 0 0 136 0 19.85 0 16.61 0 -8.44 0 -28.23 0 1.000 0 7235.91 0 0 137 0 20.52 0 44.18 0 -9989.75 0 -10278.26 0 1.000 0 12576.35 0 0 138 0 20.52 0 41.01 0 -167.11 0 -192.11 0 0.999 0 12251.67 0 0 139 0 20.52 0 37.84 0 -78.95 0 -101.59 0 0.999 0 11845.67 0 0 140 0 20.52 0 34.67 0 -49.08 0 -70.92 0 0.998 0 11341.89 0 0 141 0 20.52 0 31.51 0 -33.99 0 -55.43 0 0.997 0 10757.98 0 0 142 0 20.52 0 28.34 0 -24.84 0 -46.03 0 0.995 0 10073.88 0 0 143 0 20.52 0 25.17 0 -18.67 0 -39.69 0 0.993 0 9273.94 0 0 144 0 20.52 0 22.00 0 -14.20 0 -35.10 0 0.990 0 8382.37 0 0 145 0 20.52 0 18.83 0 -10.80 0 -31.61 0 1.000 0 7770.90 0 0 146 0 20.52 0 15.66 0 -8.10 0 -28.84 0 1.000 0 6790.13 0 0 147 0 21.25 0 43.19 0 -9989.38 0 -10642.99 0 1.000 0 12235.21 0 0 148 0 21.25 0 40.02 0 -166.74 0 -198.58 0 0.999 0 11889.10 0 0 149 0 21.25 0 36.85 0 -78.58 0 -104.84 0 0.998 0 11453.73 0 0 150 0 21.25 0 33.68 0 -48.72 0 -73.09 0 0.997 0 10934.55 0 0 151 0 21.25 0 30.51 0 -33.63 0 -57.04 0 0.997 0 10337.36 0 0 152 0 21.25 0 27.34 0 -24.48 0 -47.31 0 0.995 0 9634.46 0 0 153 0 21.25 0 24.17 0 -18.30 0 -40.75 0 0.993 0 8832.79 0 0 154 0 21.25 0 21.00 0 -13.83 0 -36.00 0 0.991 0 7924.75 0 0 155 0 21.25 0 17.83 0 -10.43 0 -32.38 0 1.001 0 7290.83 0 0 156 0 22.04 0 42.14 0 -9988.98 0 -11040.81 0 1.000 0 11847.66 0 0 157 0 22.04 0 38.97 0 -166.34 0 -205.64 0 0.999 0 11478.39 0 ╚..........B............B............B............B............B............B.............╝ Section 6 Page 8 Output File: C:\PROJECTS\IONISL~1\REV0~1\H20P.gnd GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 4 -................../ 0 Output Data 0 2..................B........./ 0 Wall Height = 20.00 0 0 Wall Slope = 90.00 0 2..........G............G....B.......G............G............G............G............./ 0 0 0 0 0 0 0Force Req'd/ 0 0 Circle 0 Circle 0 Circle 0 Circle 0 Circle 0 Moment 0 Unit Wall 0 0 Number 0 X-Intercept0 Base Angle 0 X-Center 0 Y-Center 0 Ratio 0 Length 0 ╟TTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTTTV 0 158 0 22.04 0 35.80 0 -78.18 0 -108.39 0 0.998 0 11021.16 0 0 159 0 22.04 0 32.63 0 -48.32 0 -75.45 0 0.997 0 10473.22 0 0 160 0 22.04 0 29.46 0 -33.23 0 -58.80 0 0.996 0 9844.30 0 0 161 0 22.04 0 26.29 0 -24.08 0 -48.71 0 0.995 0 9140.24 0 0 162 0 22.04 0 23.12 0 -17.91 0 -41.90 0 0.993 0 8322.05 0 0 163 0 22.04 0 19.95 0 -13.44 0 -36.97 0 0.991 0 7406.26 0 0 164 0 22.04 0 16.78 0 -10.03 0 -33.21 0 1.001 0 6733.55 0 0 165 0 22.91 0 41.04 0 -9988.55 0 -11476.19 0 1.000 0 11307.92 0 0 166 0 22.91 0 37.87 0 -165.91 0 -213.36 0 0.999 0 10907.72 0 0 167 0 22.91 0 34.70 0 -77.75 0 -112.27 0 0.998 0 10422.82 0 0 168 0 22.91 0 31.53 0 -47.89 0 -78.03 0 0.997 0 9849.71 0 0 169 0 22.91 0 28.36 0 -32.79 0 -60.73 0 0.996 0 9186.29 0 0 170 0 22.91 0 25.19 0 -23.64 0 -50.24 0 0.996 0 8463.89 0 0 171 0 22.91 0 22.02 0 -17.47 0 -43.16 0 0.994 0 7623.45 0 0 172 0 22.91 0 18.85 0 -13.00 0 -38.03 0 0.992 0 6701.33 0 0 173 0 22.91 0 15.68 0 -9.60 0 -34.13 0 1.003 0 6018.24 0 0 174 0 23.87 0 39.88 0 -9988.07 0 -11954.49 0 1.000 0 10720.15 0 0 175 0 23.87 0 36.71 0 -165.43 0 -221.84 0 0.999 0 10281.12 0 0 176 0 23.87 0 33.54 0 -77.27 0 -116.54 0 0.998 0 9764.73 0 0 177 0 23.87 0 30.37 0 -47.41 0 -80.87 0 0.997 0 9160.55 0 0 178 0 23.87 0 27.20 0 -32.32 0 -62.84 0 0.996 0 8468.08 0 0 179 0 23.87 0 24.03 0 -23.16 0 -51.91 0 0.994 0 7678.29 0 0 180 0 23.87 0 20.86 0 -16.99 0 -44.54 0 0.995 0 6877.21 0 0 181 0 23.87 0 17.69 0 -12.52 0 -39.20 0 0.993 0 5923.43 0 0 182 0 24.93 0 38.66 0 -9987.54 0 -12482.18 0 1.000 0 10077.41 0 0 183 0 24.93 0 35.49 0 -164.90 0 -231.20 0 1.000 0 9608.95 0 0 184 0 24.93 0 32.33 0 -76.74 0 -121.25 0 0.999 0 9054.63 0 0 185 0 24.93 0 29.16 0 -46.88 0 -84.00 0 0.997 0 8410.92 0 0 186 0 24.93 0 25.99 0 -31.79 0 -65.18 0 0.997 0 7698.33 0 0 187 0 24.93 0 22.82 0 -22.64 0 -53.77 0 0.995 0 6892.92 0 0 188 0 24.93 0 19.65 0 -16.46 0 -46.07 0 0.996 0 6039.31 0 0 189 0 24.93 0 16.48 0 -11.99 0 -40.49 0 0.994 0 5055.17 0 0 190 0 26.10 0 37.39 0 -9986.96 0 -13067.15 0 1.000 0 9371.02 0 0 191 0 26.10 0 34.22 0 -164.32 0 -241.58 0 1.000 0 8866.72 0 0 192 0 26.10 0 31.05 0 -76.16 0 -126.46 0 0.999 0 8276.54 0 0 193 0 26.10 0 27.88 0 -46.29 0 -87.47 0 0.998 0 7609.62 0 0 194 0 26.10 0 24.71 0 -31.20 0 -67.77 0 0.997 0 6857.61 0 0 195 0 26.10 0 21.54 0 -22.05 0 -55.82 0 0.996 0 6020.27 0 0 196 0 26.10 0 18.37 0 -15.88 0 -47.76 0 0.994 0 5067.09 0 0 197 0 26.10 0 15.20 0 -11.41 0 -41.92 0 0.994 0 4091.93 0 0 198 0 27.40 0 36.05 0 -9986.31 0 -13719.11 0 1.000 0 8590.23 0 0 199 0 27.40 0 32.88 0 -163.67 0 -253.14 0 1.000 0 8045.72 0 0 200 0 27.40 0 29.71 0 -75.50 0 -132.28 0 0.999 0 7416.20 0 0 201 0 27.40 0 26.54 0 -45.64 0 -91.34 0 0.998 0 6710.25 0 0 202 0 27.40 0 23.37 0 -30.55 0 -70.65 0 0.998 0 5914.48 0 0 203 0 27.40 0 20.20 0 -21.40 0 -58.11 0 0.996 0 5035.50 0 0 204 0 27.40 0 17.03 0 -15.23 0 -49.64 0 0.995 0 4064.52 0 0 205 0 28.86 0 34.65 0 -9985.58 0 -14450.21 0 1.000 0 7722.20 0 0 206 0 28.86 0 31.48 0 -162.94 0 -266.11 0 1.000 0 7131.58 0 0 207 0 28.86 0 28.31 0 -74.77 0 -138.80 0 0.999 0 6472.02 0 0 208 0 28.86 0 25.14 0 -44.91 0 -95.68 0 0.999 0 5719.91 0 0 209 0 28.86 0 21.97 0 -29.82 0 -73.89 0 0.998 0 4885.28 0 0 210 0 28.86 0 18.80 0 -20.67 0 -60.67 0 0.997 0 3950.98 0 0 211 0 28.86 0 15.63 0 -14.50 0 -51.76 0 0.996 0 2944.57 0 0 212 0 30.51 0 33.17 0 -9984.75 0 -15275.80 0 1.000 0 6749.87 0 0 213 0 30.51 0 30.00 0 -162.11 0 -280.75 0 1.000 0 6110.28 0 0 214 0 30.51 0 26.83 0 -73.95 0 -146.16 0 0.999 0 5399.74 0 0 215 0 30.51 0 23.66 0 -44.09 0 -100.58 0 0.999 0 4616.77 0 0 216 0 30.51 0 20.49 0 -28.99 0 -77.54 0 0.999 0 3755.27 0 0 217 0 30.51 0 17.32 0 -19.84 0 -63.57 0 0.998 0 2770.66 0 ╚..........B............B............B............B............B............B.............╝ Section 6 Page 9 Output File: C:\PROJECTS\IONISL~1\REV0~1\H20P.gnd GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 5 -................../ 0 Output Data 0 2..................B........./ 0 Wall Height = 20.00 0 0 Wall Slope = 90.00 0 2..........G............G....B.......G............G............G............G............./ 0 0 0 0 0 0 0Force Req'd/ 0 0 Circle 0 Circle 0 Circle 0 Circle 0 Circle 0 Moment 0 Unit Wall 0 0 Number 0 X-Intercept0 Base Angle 0 X-Center 0 Y-Center 0 Ratio 0 Length 0 ╟TTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTTTV 0 218 0 32.39 0 31.62 0 -9983.81 0 -16215.59 0 1.000 0 5651.77 0 0 219 0 32.39 0 28.45 0 -161.17 0 -297.42 0 1.000 0 4956.39 0 0 220 0 32.39 0 25.28 0 -73.01 0 -154.55 0 1.000 0 4193.77 0 0 221 0 32.39 0 22.11 0 -43.15 0 -106.15 0 1.000 0 3356.89 0 0 222 0 32.39 0 18.94 0 -28.06 0 -81.70 0 0.999 0 2428.28 0 0 223 0 32.39 0 15.77 0 -18.90 0 -66.87 0 0.999 0 1434.06 0 0 224 0 34.55 0 29.99 0 -9982.73 0 -17295.37 0 1.000 0 4399.82 0 0 225 0 34.55 0 26.82 0 -160.09 0 -316.57 0 1.000 0 3645.63 0 0 226 0 34.55 0 23.65 0 -71.93 0 -164.18 0 1.000 0 2816.92 0 0 227 0 34.55 0 20.48 0 -42.07 0 -112.56 0 1.000 0 1909.87 0 0 228 0 34.55 0 17.31 0 -26.98 0 -86.47 0 0.999 0 923.25 0 0 229 0 37.06 0 28.28 0 -9981.48 0 -18549.50 0 1.000 0 2956.49 0 0 230 0 37.06 0 25.11 0 -158.84 0 -338.81 0 1.000 0 2126.18 0 0 231 0 37.06 0 21.94 0 -70.67 0 -175.36 0 1.000 0 1221.93 0 0 232 0 37.06 0 18.78 0 -40.81 0 -120.00 0 1.000 0 245.86 0 0 233 0 40.01 0 26.49 0 -9980.00 0 -20024.86 0 1.000 0 1270.67 0 0 234 0 40.01 0 23.32 0 -157.36 0 -364.98 0 1.000 0 348.70 0 ╚..........B............B............B............B............B............B.............╝ Section 6 Page 10 SECTION 7 Input File: C:\PROJECTS\IONISL~1\REV0~1\H20P-S.gni This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 1 -5 0 5 10 15 20 25 30 35 40 45 5 0 -5 -10 -15 -20 -25 Ionis Section 7 Page 1 SHORZ = ______ ft. (HORIZONTAL NAIL SPACING) SVERT = ______ ft. (VERTICAL NAIL SPACING) DBAR = ______ in. (BAR DIAMETER) GRADE____ DHOLE = _____ in. (DIAMETER OF DRILLED HOLE) SOIL NAIL DESIGN SECTION (H = ft. max) 6 VARIES 6 75___6 LOAD GROUP:_____ - (____________________)VII SEISMIC 20.0 Input File: C:\PROJECTS\IONISL~1\REV0~1\H20P-S.gni GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 1 Ionis .//////////////////////////0 1 General Data 1 3//////////////////////////╬/////////////////0 1 File Indentifier 1 H20P-S.GNI 1 1 Unit weight of water 1 62.4 1 1 Base depth for analysis 1 20.0 1 1 Seismic Coefficient 1 0.21 1 1 Minimum Base Exit Angle 1 15.0 1 1 X Search limit (left) 1 15.0 1 1 X Search limit (right) 1 60.0 1 1 Number of slip circles 1 250 1 1 No. of slip circle exits 1 30 1 ╚//////////////////////////C/////////////////╝ ./////////////////////////////////////////////////0 1 LRFD and Safety Factor Data 1 3/////////////////////////////////////////////////╬///////0 1 Analysis Mode: (L)RFD or (S)LD (specify L or S) 1 S 1 3/ SLD Safety and Strength Factors (mode S only) /╬///////E 1 FS for Soil Cohesion 1 1 1 1 FS for Soil Friction 1 1 1 1 Strength Factor for Head Strength 1 0.89 1 1 Strength Factor for Nail Tendon Strength 1 0.73 1 1 Strength Factor for Nail Pullout Resistance 1 0.67 1 3/ LRFD Load Factors (mode L only) ///////////////╬///////E 1 LF for Unit Weight of Water 1 1 1 1 LF for Unit Weight of Soil 1 1.35 1 1 LF for Surcharge Loads 1 1.75 1 1 LF for Seismic Loads 1 1 1 3/ LRFD Resistance Factors (mode L only) /////////╬///////E 1 RF for Soil Cohesion 1 1 1 1 RF for Soil Friction Angle 1 0.75 1 1 RF for Head Strength 1 0.9 1 1 RF for Nail Pullout Resistance 1 0.7 1 1 RF for Nail Tendon Strength 1 0.9 1 ╚/////////////////////////////////////////////////C///////╝ .//////////////////////////I//////////I///////////0 1 PIEZOMETRIC DATA 1 X-Value 1Piez. Level1 3//////////////////////////╬//////////╬///////////E 1 Point 1 1 1 1 1 Point 2 1 1 1 1 Point 3 1 1 1 1 Point 4 1 1 1 1 Point 5 1 1 1 1 Point 6 1 1 1 1 Point 7 1 1 1 1 Point 8 1 1 1 1 Point 9 1 1 1 1 Point 10 1 1 1 ╚//////////////////////////C//////////C///////////╝ Section 7 Page 2 Input File: C:\PROJECTS\IONISL~1\REV0~1\H20P-S.gni GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 2 .////////////////////////0 1 Nodal Data 1 3///////I///////I///////I╬///////I///////I///////II///////I///////I///////0 1Node No1X-Value1Y-Value11Node No1X-Value1Y-Value11Node No1X-Value1Y-Value1 3///////╬///////╬///////╬╬///////╬///////╬///////╬╬///////╬///////╬///////E 1 1 10 10 11 16 1 1 11 31 1 1 1 1 2 10.001 1-20 11 17 1 1 11 32 1 1 1 1 3 160 1-20 11 18 1 1 11 33 1 1 1 1 4 1 1 11 19 1 1 11 34 1 1 1 1 5 1 1 11 20 1 1 11 35 1 1 1 1 6 1 1 11 21 1 1 11 36 1 1 1 1 7 1 1 11 22 1 1 11 37 1 1 1 1 8 1 1 11 23 1 1 11 38 1 1 1 1 9 1 1 11 24 1 1 11 39 1 1 1 1 10 1 1 11 25 1 1 11 40 1 1 1 1 11 1 1 11 26 1 1 11 41 1 1 1 1 12 1 1 11 27 1 1 11 42 1 1 1 1 13 1 1 11 28 1 1 11 43 1 1 1 1 14 1 1 11 29 1 1 11 44 1 1 1 1 15 1 1 11 30 1 1 11 45 1 1 1 ╚///////C///////C///////CC///////C///////C///////CC///////C///////C///////╝ .///////////////////////////////////0 1 Wall Segment Data 1 3//////I//////I//////I//////I///////╬I//////I//////I//////I//////I///////0 1 Seg. 1 Node 1 Node 1 Soil 1Pullout11 Seg. 1 Node 1 Node 1 Soil 1Pullout1 1 No. 1 1 1 2 1 ID 1Res. ID11 No. 1 1 1 2 1 ID 1Res. ID1 3//////╬//////╬//////╬//////╬///////╬╬//////╬//////╬//////╬//////╬///////E 1 1 11 12 11 11 11 11 1 1 1 1 1 1 2 1 1 1 1 11 12 1 1 1 1 1 1 3 1 1 1 1 11 13 1 1 1 1 1 1 4 1 1 1 1 11 14 1 1 1 1 1 1 5 1 1 1 1 11 15 1 1 1 1 1 1 6 1 1 1 1 11 16 1 1 1 1 1 1 7 1 1 1 1 11 17 1 1 1 1 1 1 8 1 1 1 1 11 18 1 1 1 1 1 1 9 1 1 1 1 11 19 1 1 1 1 1 1 10 1 1 1 1 11 20 1 1 1 1 1 ╚//////C//////C//////C//////C///////CC//////C//////C//////C//////C///////╝ .///////////////////////////0 1 Surface Segment Data 1 3//////I//////I//////I//////╬I//////I//////I//////I//////0 1 Seg. 1 Node 1 Node 1 Soil 11 Seg. 1 Node 1 Node 1 Soil 1 1 No. 1 1 1 2 1 ID 11 No. 1 1 1 2 1 ID 1 3//////╬//////╬//////╬//////╬╬//////╬//////╬//////╬//////E 1 1 1 2 1 3 1 1 11 11 1 1 1 1 1 2 1 1 1 11 12 1 1 1 1 1 3 1 1 1 11 13 1 1 1 1 1 4 1 1 1 11 14 1 1 1 1 1 5 1 1 1 11 15 1 1 1 1 1 6 1 1 1 11 16 1 1 1 1 1 7 1 1 1 11 17 1 1 1 1 1 8 1 1 1 11 18 1 1 1 1 1 9 1 1 1 11 19 1 1 1 1 1 10 1 1 1 11 20 1 1 1 1 ╚//////C//////C//////C//////CC//////C//////C//////C//////╝ Section 7 Page 3 Input File: C:\PROJECTS\IONISL~1\REV0~1\H20P-S.gni GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 3 .///////////////////////////////////0 1 Internal Segment Data 1 3//////I//////I//////I//////I///////╬I//////I//////I//////I//////I///////0 1 Seg. 1 Node 1 Node 1 Soil 1Pullout11 Seg. 1 Node 1 Node 1 Soil 1Pullout1 1 No. 1 1 1 2 1 ID 1Res. ID11 No. 1 1 1 2 1 ID 1Res. ID1 3//////╬//////╬//////╬//////╬///////╬╬//////╬//////╬//////╬//////╬///////E 1 1 1 1 1 1 11 11 1 1 1 1 1 1 2 1 1 1 1 11 12 1 1 1 1 1 1 3 1 1 1 1 11 13 1 1 1 1 1 1 4 1 1 1 1 11 14 1 1 1 1 1 1 5 1 1 1 1 11 15 1 1 1 1 1 1 6 1 1 1 1 11 16 1 1 1 1 1 1 7 1 1 1 1 11 17 1 1 1 1 1 1 8 1 1 1 1 11 18 1 1 1 1 1 1 9 1 1 1 1 11 19 1 1 1 1 1 1 10 1 1 1 1 11 20 1 1 1 1 1 ╚//////C//////C//////C//////C///////CC//////C//////C//////C//////C///////╝ .////////////////////////////////////////0 1 Soil Strength & Pullout Resist. Data 1 3////////I///////I///////I///////I///////E 1Material1 1 1 Unit 1Pullout1 1 ID No. 1 c 1 ø 1 Weight1 Res. 1 3////////╬///////╬///////╬///////╬///////E 1 1 1 150 1 30 1 125 1 3393 1 1 2 1 1 1 1 1 1 3 1 1 1 1 1 1 4 1 1 1 1 1 1 5 1 1 1 1 1 1 6 1 1 1 1 1 1 7 1 1 1 1 1 1 8 1 1 1 1 1 1 9 1 1 1 1 1 1 10 1 1 1 1 1 1 11 1 1 1 1 1 1 12 1 1 1 1 1 1 13 1 1 1 1 1 1 14 1 1 1 1 1 ╚////////C///////C///////C///////C///////╝ .///////////////////////////////0 1 Surcharge Pressure Data 1 3///////I///////I///////I///////E 1Load No1X-value1 Vert. 1 Horiz.1 3///////╬///////╬///////╬///////E 1 1 1 2 1 0 1 0 1 1 2 1 22 1 0 1 0 1 1 3 1 1 1 1 1 4 1 1 1 1 1 5 1 1 1 1 1 6 1 1 1 1 1 7 1 1 1 1 1 8 1 1 1 1 1 9 1 1 1 1 1 10 1 1 1 1 ╚///////C///////C///////C///////╝ Section 7 Page 4 Input File: C:\PROJECTS\IONISL~1\REV0~1\H20P-S.gni GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 4 .//////////////////I/////////I////////I////////I////////I////////0 1 1 Nail 1 Nail 1 Tendon 1 Head 1 Fixed 1 1 Nail Data 1 Depth 1 Length 1Strength1Strength1 Nail? 1 3//////////////////╬/////////╬////////╬////////╬////////╬////////E 1 Nail Row 1 1 2.5 1 22 1 45000 1 69500 1 1 1 Nail Row 2 1 7.5 1 22 1 45000 1 69500 1 1 1 Nail Row 3 1 12.5 1 20 1 45000 1 69500 1 1 1 Nail Row 4 1 17.5 1 18 1 45000 1 69500 1 1 1 Nail Row 5 1 1 1 1 1 1 1 Nail Row 6 1 1 1 1 1 1 1 Nail Row 7 1 1 1 1 1 1 1 Nail Row 8 1 1 1 1 1 1 1 Nail Row 9 1 1 1 1 1 1 1 Nail Row 10 1 1 1 1 1 1 1 Nail Row 11 1 1 1 1 1 1 1 Nail Row 12 1 1 1 1 1 1 1 Nail Row 13 1 1 1 1 1 1 1 Nail Row 14 1 1 1 1 1 1 1 Nail Row 15 1 1 1 1 1 1 1//////////////////╬/////////╬////////C////////C////////C////////╝ 1 Horiz. Spacing 1 6 1 1 Nail Declination1 17 1 ╚//////////////////C/////////╝ Section 7 Page 5 Output File: C:\PROJECTS\IONISL~1\REV0~1\H20P-S.gnf GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 1 .//////////////////0 1 Global Stability 1 3//////////////////C/////////////////////////////////////////////////////////0 1 Minimum global safety factor = 1.431 for circle no. 226 1 ╚////////////////////////////////////////////////////////////////////////////╝ .//////////////////0 1 Output Data 1 3//////////////////C/////////0 1 Wall Height = 20.00 1 1 Wall Slope = 90.00 1 3//////////I////////////I////C///////I////////////I////////////I////////////I/////////////0 1 Circle 1 Circle 1 Circle 1 Circle 1 Circle 1 Moment 1 Factor of 1 1 Number 1 X-Intercept1 Base Angle 1 X-Center 1 Y-Center 1 Ratio 1 Safety 1 ╟SSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSSSU 1 1 1 15.03 1 52.98 1 -9992.49 1 -7535.15 1 1.000 1 1.87 1 1 2 1 15.03 1 49.81 1 -169.85 1 -143.46 1 1.007 1 1.83 1 1 3 1 15.03 1 46.64 1 -81.69 1 -77.12 1 1.009 1 1.82 1 1 4 1 15.03 1 43.47 1 -51.83 1 -54.65 1 1.007 1 1.82 1 1 5 1 15.03 1 40.30 1 -36.74 1 -43.29 1 1.009 1 1.81 1 1 6 1 15.03 1 37.13 1 -27.58 1 -36.41 1 0.994 1 1.86 1 1 7 1 15.03 1 33.96 1 -21.41 1 -31.76 1 0.993 1 1.88 1 1 8 1 15.03 1 30.79 1 -16.94 1 -28.40 1 0.992 1 1.90 1 1 9 1 15.03 1 27.62 1 -13.54 1 -25.84 1 1.002 1 1.88 1 1 10 1 15.03 1 24.45 1 -10.85 1 -23.81 1 1.002 1 1.90 1 1 11 1 15.03 1 21.28 1 -8.65 1 -22.16 1 1.002 1 1.92 1 1 12 1 15.03 1 18.11 1 -6.81 1 -20.78 1 1.003 1 1.94 1 1 13 1 15.31 1 52.48 1 -9992.35 1 -7672.44 1 1.000 1 1.86 1 1 14 1 15.31 1 49.31 1 -169.71 1 -145.90 1 1.007 1 1.82 1 1 15 1 15.31 1 46.14 1 -81.55 1 -78.34 1 1.009 1 1.81 1 1 16 1 15.31 1 42.97 1 -51.69 1 -55.46 1 1.007 1 1.81 1 1 17 1 15.31 1 39.80 1 -36.60 1 -43.90 1 1.010 1 1.80 1 1 18 1 15.31 1 36.63 1 -27.45 1 -36.89 1 0.994 1 1.85 1 1 19 1 15.31 1 33.46 1 -21.27 1 -32.16 1 0.993 1 1.87 1 1 20 1 15.31 1 30.29 1 -16.80 1 -28.73 1 0.992 1 1.89 1 1 21 1 15.31 1 27.12 1 -13.40 1 -26.13 1 0.991 1 1.91 1 1 22 1 15.31 1 23.95 1 -10.71 1 -24.06 1 1.002 1 1.90 1 1 23 1 15.31 1 20.78 1 -8.51 1 -22.38 1 1.002 1 1.92 1 1 24 1 15.31 1 17.61 1 -6.68 1 -20.97 1 1.003 1 1.94 1 1 25 1 15.63 1 51.90 1 -9992.19 1 -7835.51 1 1.000 1 1.85 1 1 26 1 15.63 1 48.73 1 -169.55 1 -148.79 1 1.007 1 1.81 1 1 27 1 15.63 1 45.56 1 -81.39 1 -79.80 1 1.009 1 1.79 1 1 28 1 15.63 1 42.39 1 -51.53 1 -56.43 1 1.007 1 1.79 1 1 29 1 15.63 1 39.22 1 -36.44 1 -44.62 1 1.010 1 1.79 1 1 30 1 15.63 1 36.05 1 -27.28 1 -37.46 1 0.995 1 1.84 1 1 31 1 15.63 1 32.88 1 -21.11 1 -32.63 1 0.994 1 1.86 1 1 32 1 15.63 1 29.71 1 -16.64 1 -29.13 1 0.993 1 1.88 1 1 33 1 15.63 1 26.54 1 -13.24 1 -26.47 1 0.992 1 1.90 1 1 34 1 15.63 1 23.37 1 -10.55 1 -24.36 1 0.990 1 1.94 1 1 35 1 15.63 1 20.20 1 -8.35 1 -22.64 1 1.002 1 1.92 1 1 36 1 15.63 1 17.03 1 -6.51 1 -21.21 1 1.003 1 1.94 1 1 37 1 15.98 1 51.28 1 -9992.02 1 -8009.55 1 1.000 1 1.83 1 1 38 1 15.98 1 48.11 1 -169.38 1 -151.88 1 1.007 1 1.80 1 1 39 1 15.98 1 44.94 1 -81.21 1 -81.35 1 1.009 1 1.78 1 1 40 1 15.98 1 41.77 1 -51.35 1 -57.46 1 1.007 1 1.78 1 1 41 1 15.98 1 38.61 1 -36.26 1 -45.39 1 1.010 1 1.77 1 1 42 1 15.98 1 35.44 1 -27.11 1 -38.07 1 0.995 1 1.83 1 1 43 1 15.98 1 32.27 1 -20.94 1 -33.13 1 0.995 1 1.84 1 1 44 1 15.98 1 29.10 1 -16.47 1 -29.56 1 0.994 1 1.87 1 1 45 1 15.98 1 25.93 1 -13.06 1 -26.83 1 0.993 1 1.89 1 1 46 1 15.98 1 22.76 1 -10.37 1 -24.68 1 0.991 1 1.93 1 1 47 1 15.98 1 19.59 1 -8.18 1 -22.92 1 1.002 1 1.92 1 1 48 1 15.98 1 16.42 1 -6.34 1 -21.46 1 1.002 1 1.94 1 1 49 1 16.35 1 50.64 1 -9991.83 1 -8195.53 1 1.000 1 1.82 1 1 50 1 16.35 1 47.47 1 -169.19 1 -155.18 1 1.007 1 1.78 1 1 51 1 16.35 1 44.30 1 -81.03 1 -83.01 1 1.009 1 1.76 1 1 52 1 16.35 1 41.13 1 -51.17 1 -58.57 1 1.007 1 1.76 1 1 53 1 16.35 1 37.96 1 -36.08 1 -46.21 1 1.010 1 1.76 1 1 54 1 16.35 1 34.79 1 -26.92 1 -38.72 1 0.996 1 1.82 1 1 55 1 16.35 1 31.62 1 -20.75 1 -33.67 1 0.995 1 1.83 1 1 56 1 16.35 1 28.45 1 -16.28 1 -30.01 1 0.995 1 1.86 1 ╚//////////C////////////C////////////C////////////C////////////C////////////C/////////////╝ Section 7 Page 6 Output File: C:\PROJECTS\IONISL~1\REV0~1\H20P-S.gnf GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 2 .//////////////////0 1 Output Data 1 3//////////////////C/////////0 1 Wall Height = 20.00 1 1 Wall Slope = 90.00 1 3//////////I////////////I////C///////I////////////I////////////I////////////I/////////////0 1 Circle 1 Circle 1 Circle 1 Circle 1 Circle 1 Moment 1 Factor of 1 1 Number 1 X-Intercept1 Base Angle 1 X-Center 1 Y-Center 1 Ratio 1 Safety 1 ╟SSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSSSU 1 57 1 16.35 1 25.28 1 -12.88 1 -27.23 1 0.994 1 1.88 1 1 58 1 16.35 1 22.11 1 -10.19 1 -25.02 1 0.993 1 1.92 1 1 59 1 16.35 1 18.94 1 -7.99 1 -23.22 1 0.991 1 1.96 1 1 60 1 16.35 1 15.77 1 -6.15 1 -21.72 1 1.002 1 1.94 1 1 61 1 16.75 1 49.96 1 -9991.63 1 -8394.52 1 1.000 1 1.81 1 1 62 1 16.75 1 46.79 1 -168.99 1 -158.70 1 1.007 1 1.77 1 1 63 1 16.75 1 43.62 1 -80.83 1 -84.79 1 1.009 1 1.75 1 1 64 1 16.75 1 40.45 1 -50.97 1 -59.75 1 1.007 1 1.75 1 1 65 1 16.75 1 37.29 1 -35.88 1 -47.09 1 1.010 1 1.74 1 1 66 1 16.75 1 34.12 1 -26.72 1 -39.42 1 0.996 1 1.80 1 1 67 1 16.75 1 30.95 1 -20.55 1 -34.25 1 0.996 1 1.82 1 1 68 1 16.75 1 27.78 1 -16.08 1 -30.50 1 0.995 1 1.84 1 1 69 1 16.75 1 24.61 1 -12.68 1 -27.65 1 0.995 1 1.87 1 1 70 1 16.75 1 21.44 1 -9.99 1 -25.39 1 0.994 1 1.91 1 1 71 1 16.75 1 18.27 1 -7.79 1 -23.55 1 0.992 1 1.94 1 1 72 1 16.75 1 15.10 1 -5.96 1 -22.01 1 0.990 1 1.97 1 1 73 1 17.18 1 49.25 1 -9991.42 1 -8607.76 1 1.000 1 1.79 1 1 74 1 17.18 1 46.08 1 -168.78 1 -162.49 1 1.007 1 1.75 1 1 75 1 17.18 1 42.91 1 -80.62 1 -86.69 1 1.009 1 1.73 1 1 76 1 17.18 1 39.75 1 -50.75 1 -61.01 1 1.007 1 1.73 1 1 77 1 17.18 1 36.58 1 -35.66 1 -48.04 1 0.998 1 1.77 1 1 78 1 17.18 1 33.41 1 -26.51 1 -40.17 1 0.996 1 1.79 1 1 79 1 17.18 1 30.24 1 -20.34 1 -34.86 1 0.996 1 1.81 1 1 80 1 17.18 1 27.07 1 -15.87 1 -31.02 1 0.996 1 1.83 1 1 81 1 17.18 1 23.90 1 -12.47 1 -28.09 1 0.996 1 1.86 1 1 82 1 17.18 1 20.73 1 -9.77 1 -25.78 1 0.995 1 1.90 1 1 83 1 17.18 1 17.56 1 -7.58 1 -23.89 1 0.993 1 1.93 1 1 84 1 17.63 1 48.51 1 -9991.19 1 -8836.59 1 1.000 1 1.78 1 1 85 1 17.63 1 45.34 1 -168.55 1 -166.55 1 1.007 1 1.74 1 1 86 1 17.63 1 42.17 1 -80.39 1 -88.73 1 1.009 1 1.72 1 1 87 1 17.63 1 39.00 1 -50.53 1 -62.37 1 1.007 1 1.72 1 1 88 1 17.63 1 35.83 1 -35.43 1 -49.05 1 0.998 1 1.75 1 1 89 1 17.63 1 32.66 1 -26.28 1 -40.97 1 0.996 1 1.77 1 1 90 1 17.63 1 29.49 1 -20.11 1 -35.52 1 0.997 1 1.79 1 1 91 1 17.63 1 26.32 1 -15.64 1 -31.58 1 0.997 1 1.82 1 1 92 1 17.63 1 23.15 1 -12.24 1 -28.58 1 0.996 1 1.85 1 1 93 1 17.63 1 19.98 1 -9.54 1 -26.20 1 0.995 1 1.89 1 1 94 1 17.63 1 16.81 1 -7.35 1 -24.26 1 0.995 1 1.92 1 1 95 1 18.13 1 47.73 1 -9990.94 1 -9082.60 1 1.000 1 1.76 1 1 96 1 18.13 1 44.56 1 -168.30 1 -170.91 1 1.007 1 1.72 1 1 97 1 18.13 1 41.39 1 -80.14 1 -90.92 1 1.009 1 1.70 1 1 98 1 18.13 1 38.22 1 -50.28 1 -63.83 1 1.007 1 1.70 1 1 99 1 18.13 1 35.05 1 -35.19 1 -50.14 1 0.998 1 1.73 1 1 100 1 18.13 1 31.88 1 -26.04 1 -41.84 1 0.996 1 1.75 1 1 101 1 18.13 1 28.71 1 -19.86 1 -36.24 1 0.996 1 1.77 1 1 102 1 18.13 1 25.54 1 -15.39 1 -32.18 1 0.997 1 1.80 1 1 103 1 18.13 1 22.37 1 -11.99 1 -29.09 1 0.997 1 1.84 1 1 104 1 18.13 1 19.20 1 -9.30 1 -26.65 1 0.996 1 1.87 1 1 105 1 18.13 1 16.03 1 -7.10 1 -24.66 1 0.996 1 1.90 1 1 106 1 18.66 1 46.90 1 -9990.68 1 -9347.56 1 1.000 1 1.74 1 1 107 1 18.66 1 43.73 1 -168.04 1 -175.61 1 1.007 1 1.70 1 1 108 1 18.66 1 40.57 1 -79.88 1 -93.29 1 1.009 1 1.68 1 1 109 1 18.66 1 37.40 1 -50.01 1 -65.40 1 1.007 1 1.68 1 1 110 1 18.66 1 34.23 1 -34.92 1 -51.31 1 0.998 1 1.72 1 1 111 1 18.66 1 31.06 1 -25.77 1 -42.77 1 0.998 1 1.73 1 1 112 1 18.66 1 27.89 1 -19.60 1 -37.00 1 0.996 1 1.76 1 1 113 1 18.66 1 24.72 1 -15.13 1 -32.83 1 0.997 1 1.79 1 1 114 1 18.66 1 21.55 1 -11.73 1 -29.65 1 0.997 1 1.82 1 1 115 1 18.66 1 18.38 1 -9.03 1 -27.14 1 0.997 1 1.86 1 1 116 1 18.66 1 15.21 1 -6.84 1 -25.09 1 0.996 1 1.89 1 1 117 1 19.23 1 46.04 1 -9990.39 1 -9633.52 1 1.000 1 1.72 1 ╚//////////C////////////C////////////C////////////C////////////C////////////C/////////////╝ Section 7 Page 7 Output File: C:\PROJECTS\IONISL~1\REV0~1\H20P-S.gnf GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 3 .//////////////////0 1 Output Data 1 3//////////////////C/////////0 1 Wall Height = 20.00 1 1 Wall Slope = 90.00 1 3//////////I////////////I////C///////I////////////I////////////I////////////I/////////////0 1 Circle 1 Circle 1 Circle 1 Circle 1 Circle 1 Moment 1 Factor of 1 1 Number 1 X-Intercept1 Base Angle 1 X-Center 1 Y-Center 1 Ratio 1 Safety 1 ╟SSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSSSU 1 118 1 19.23 1 42.87 1 -167.75 1 -180.68 1 1.007 1 1.68 1 1 119 1 19.23 1 39.70 1 -79.59 1 -95.84 1 1.009 1 1.66 1 1 120 1 19.23 1 36.53 1 -49.73 1 -67.10 1 1.007 1 1.66 1 1 121 1 19.23 1 33.36 1 -34.64 1 -52.58 1 0.998 1 1.70 1 1 122 1 19.23 1 30.19 1 -25.49 1 -43.77 1 0.998 1 1.71 1 1 123 1 19.23 1 27.02 1 -19.31 1 -37.83 1 0.996 1 1.74 1 1 124 1 19.23 1 23.85 1 -14.84 1 -33.53 1 0.996 1 1.77 1 1 125 1 19.23 1 20.68 1 -11.44 1 -30.25 1 0.997 1 1.81 1 1 126 1 19.23 1 17.51 1 -8.75 1 -27.66 1 0.998 1 1.84 1 1 127 1 19.85 1 45.14 1 -9990.08 1 -9942.84 1 1.000 1 1.70 1 1 128 1 19.85 1 41.97 1 -167.44 1 -186.17 1 1.007 1 1.66 1 1 129 1 19.85 1 38.80 1 -79.28 1 -98.60 1 1.009 1 1.64 1 1 130 1 19.85 1 35.63 1 -49.42 1 -68.93 1 1.007 1 1.65 1 1 131 1 19.85 1 32.46 1 -34.33 1 -53.94 1 0.998 1 1.68 1 1 132 1 19.85 1 29.29 1 -25.18 1 -44.85 1 0.998 1 1.69 1 1 133 1 19.85 1 26.12 1 -19.00 1 -38.72 1 0.996 1 1.72 1 1 134 1 19.85 1 22.95 1 -14.53 1 -34.28 1 0.996 1 1.75 1 1 135 1 19.85 1 19.78 1 -11.13 1 -30.90 1 0.996 1 1.79 1 1 136 1 19.85 1 16.61 1 -8.44 1 -28.23 1 0.997 1 1.82 1 1 137 1 20.52 1 44.18 1 -9989.75 1 -10278.26 1 1.000 1 1.68 1 1 138 1 20.52 1 41.01 1 -167.11 1 -192.11 1 1.007 1 1.64 1 1 139 1 20.52 1 37.84 1 -78.95 1 -101.59 1 1.009 1 1.62 1 1 140 1 20.52 1 34.67 1 -49.08 1 -70.92 1 1.007 1 1.63 1 1 141 1 20.52 1 31.51 1 -33.99 1 -55.43 1 0.998 1 1.66 1 1 142 1 20.52 1 28.34 1 -24.84 1 -46.03 1 0.998 1 1.68 1 1 143 1 20.52 1 25.17 1 -18.67 1 -39.69 1 0.998 1 1.70 1 1 144 1 20.52 1 22.00 1 -14.20 1 -35.10 1 0.996 1 1.73 1 1 145 1 20.52 1 18.83 1 -10.80 1 -31.61 1 0.996 1 1.77 1 1 146 1 20.52 1 15.66 1 -8.10 1 -28.84 1 0.996 1 1.80 1 1 147 1 21.25 1 43.19 1 -9989.38 1 -10642.99 1 1.000 1 1.66 1 1 148 1 21.25 1 40.02 1 -166.74 1 -198.58 1 1.007 1 1.62 1 1 149 1 21.25 1 36.85 1 -78.58 1 -104.84 1 1.009 1 1.61 1 1 150 1 21.25 1 33.68 1 -48.72 1 -73.09 1 1.007 1 1.61 1 1 151 1 21.25 1 30.51 1 -33.63 1 -57.04 1 0.998 1 1.64 1 1 152 1 21.25 1 27.34 1 -24.48 1 -47.31 1 0.997 1 1.66 1 1 153 1 21.25 1 24.17 1 -18.30 1 -40.75 1 0.997 1 1.68 1 1 154 1 21.25 1 21.00 1 -13.83 1 -36.00 1 0.995 1 1.72 1 1 155 1 21.25 1 17.83 1 -10.43 1 -32.38 1 0.995 1 1.74 1 1 156 1 22.04 1 42.14 1 -9988.98 1 -11040.81 1 1.000 1 1.64 1 1 157 1 22.04 1 38.97 1 -166.34 1 -205.64 1 1.007 1 1.60 1 1 158 1 22.04 1 35.80 1 -78.18 1 -108.39 1 1.009 1 1.59 1 1 159 1 22.04 1 32.63 1 -48.32 1 -75.45 1 1.007 1 1.59 1 1 160 1 22.04 1 29.46 1 -33.23 1 -58.80 1 1.010 1 1.59 1 1 161 1 22.04 1 26.29 1 -24.08 1 -48.71 1 0.997 1 1.64 1 1 162 1 22.04 1 23.12 1 -17.91 1 -41.90 1 0.997 1 1.66 1 1 163 1 22.04 1 19.95 1 -13.44 1 -36.97 1 0.997 1 1.69 1 1 164 1 22.04 1 16.78 1 -10.03 1 -33.21 1 0.994 1 1.72 1 1 165 1 22.91 1 41.04 1 -9988.55 1 -11476.19 1 1.000 1 1.62 1 1 166 1 22.91 1 37.87 1 -165.91 1 -213.36 1 1.007 1 1.58 1 1 167 1 22.91 1 34.70 1 -77.75 1 -112.27 1 1.009 1 1.57 1 1 168 1 22.91 1 31.53 1 -47.89 1 -78.03 1 1.007 1 1.57 1 1 169 1 22.91 1 28.36 1 -32.79 1 -60.73 1 1.009 1 1.57 1 1 170 1 22.91 1 25.19 1 -23.64 1 -50.24 1 0.997 1 1.62 1 1 171 1 22.91 1 22.02 1 -17.47 1 -43.16 1 0.996 1 1.64 1 1 172 1 22.91 1 18.85 1 -13.00 1 -38.03 1 0.996 1 1.66 1 1 173 1 22.91 1 15.68 1 -9.60 1 -34.13 1 0.993 1 1.70 1 1 174 1 23.87 1 39.88 1 -9988.07 1 -11954.49 1 1.000 1 1.59 1 1 175 1 23.87 1 36.71 1 -165.43 1 -221.84 1 1.006 1 1.56 1 1 176 1 23.87 1 33.54 1 -77.27 1 -116.54 1 1.009 1 1.55 1 1 177 1 23.87 1 30.37 1 -47.41 1 -80.87 1 1.006 1 1.55 1 1 178 1 23.87 1 27.20 1 -32.32 1 -62.84 1 1.009 1 1.55 1 ╚//////////C////////////C////////////C////////////C////////////C////////////C/////////////╝ Section 7 Page 8 Output File: C:\PROJECTS\IONISL~1\REV0~1\H20P-S.gnf GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 4 .//////////////////0 1 Output Data 1 3//////////////////C/////////0 1 Wall Height = 20.00 1 1 Wall Slope = 90.00 1 3//////////I////////////I////C///////I////////////I////////////I////////////I/////////////0 1 Circle 1 Circle 1 Circle 1 Circle 1 Circle 1 Moment 1 Factor of 1 1 Number 1 X-Intercept1 Base Angle 1 X-Center 1 Y-Center 1 Ratio 1 Safety 1 ╟SSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSSSU 1 179 1 23.87 1 24.03 1 -23.16 1 -51.91 1 0.996 1 1.60 1 1 180 1 23.87 1 20.86 1 -16.99 1 -44.54 1 0.995 1 1.62 1 1 181 1 23.87 1 17.69 1 -12.52 1 -39.20 1 0.995 1 1.64 1 1 182 1 24.93 1 38.66 1 -9987.54 1 -12482.18 1 1.000 1 1.57 1 1 183 1 24.93 1 35.49 1 -164.90 1 -231.20 1 1.006 1 1.54 1 1 184 1 24.93 1 32.33 1 -76.74 1 -121.25 1 1.008 1 1.53 1 1 185 1 24.93 1 29.16 1 -46.88 1 -84.00 1 1.006 1 1.54 1 1 186 1 24.93 1 25.99 1 -31.79 1 -65.18 1 1.009 1 1.53 1 1 187 1 24.93 1 22.82 1 -22.64 1 -53.77 1 0.995 1 1.58 1 1 188 1 24.93 1 19.65 1 -16.46 1 -46.07 1 0.994 1 1.60 1 1 189 1 24.93 1 16.48 1 -11.99 1 -40.49 1 0.994 1 1.62 1 1 190 1 26.10 1 37.39 1 -9986.96 1 -13067.15 1 1.000 1 1.55 1 1 191 1 26.10 1 34.22 1 -164.32 1 -241.58 1 1.006 1 1.52 1 1 192 1 26.10 1 31.05 1 -76.16 1 -126.46 1 1.008 1 1.51 1 1 193 1 26.10 1 27.88 1 -46.29 1 -87.47 1 1.006 1 1.52 1 1 194 1 26.10 1 24.71 1 -31.20 1 -67.77 1 1.008 1 1.52 1 1 195 1 26.10 1 21.54 1 -22.05 1 -55.82 1 0.994 1 1.57 1 1 196 1 26.10 1 18.37 1 -15.88 1 -47.76 1 0.993 1 1.58 1 1 197 1 26.10 1 15.20 1 -11.41 1 -41.92 1 0.992 1 1.60 1 1 198 1 27.40 1 36.05 1 -9986.31 1 -13719.11 1 1.000 1 1.53 1 1 199 1 27.40 1 32.88 1 -163.67 1 -253.14 1 1.006 1 1.50 1 1 200 1 27.40 1 29.71 1 -75.50 1 -132.28 1 1.008 1 1.49 1 1 201 1 27.40 1 26.54 1 -45.64 1 -91.34 1 1.005 1 1.50 1 1 202 1 27.40 1 23.37 1 -30.55 1 -70.65 1 1.007 1 1.50 1 1 203 1 27.40 1 20.20 1 -21.40 1 -58.11 1 1.010 1 1.50 1 1 204 1 27.40 1 17.03 1 -15.23 1 -49.64 1 0.992 1 1.56 1 1 205 1 28.86 1 34.65 1 -9985.58 1 -14450.21 1 1.000 1 1.52 1 1 206 1 28.86 1 31.48 1 -162.94 1 -266.11 1 1.006 1 1.49 1 1 207 1 28.86 1 28.31 1 -74.77 1 -138.80 1 1.008 1 1.48 1 1 208 1 28.86 1 25.14 1 -44.91 1 -95.68 1 1.005 1 1.48 1 1 209 1 28.86 1 21.97 1 -29.82 1 -73.89 1 1.007 1 1.48 1 1 210 1 28.86 1 18.80 1 -20.67 1 -60.67 1 1.009 1 1.48 1 1 211 1 28.86 1 15.63 1 -14.50 1 -51.76 1 1.001 1 1.51 1 1 212 1 30.51 1 33.17 1 -9984.75 1 -15275.80 1 1.000 1 1.50 1 1 213 1 30.51 1 30.00 1 -162.11 1 -280.75 1 1.006 1 1.47 1 1 214 1 30.51 1 26.83 1 -73.95 1 -146.16 1 1.008 1 1.46 1 1 215 1 30.51 1 23.66 1 -44.09 1 -100.58 1 1.004 1 1.47 1 1 216 1 30.51 1 20.49 1 -28.99 1 -77.54 1 1.006 1 1.46 1 1 217 1 30.51 1 17.32 1 -19.84 1 -63.57 1 1.008 1 1.46 1 1 218 1 32.39 1 31.62 1 -9983.81 1 -16215.59 1 1.000 1 1.48 1 1 219 1 32.39 1 28.45 1 -161.17 1 -297.42 1 1.006 1 1.46 1 1 220 1 32.39 1 25.28 1 -73.01 1 -154.55 1 1.010 1 1.44 1 1 221 1 32.39 1 22.11 1 -43.15 1 -106.15 1 1.003 1 1.45 1 1 222 1 32.39 1 18.94 1 -28.06 1 -81.70 1 1.005 1 1.46 1 1 223 1 32.39 1 15.77 1 -18.90 1 -66.87 1 1.006 1 1.47 1 1 224 1 34.55 1 29.99 1 -9982.73 1 -17295.37 1 1.000 1 1.47 1 1 225 1 34.55 1 26.82 1 -160.09 1 -316.57 1 1.006 1 1.44 1 1 226 1 34.55 1 23.65 1 -71.93 1 -164.18 1 1.010 1 1.43 1 1 227 1 34.55 1 20.48 1 -42.07 1 -112.56 1 1.003 1 1.46 1 1 228 1 34.55 1 17.31 1 -26.98 1 -86.47 1 1.004 1 1.47 1 1 229 1 37.06 1 28.28 1 -9981.48 1 -18549.50 1 1.000 1 1.46 1 1 230 1 37.06 1 25.11 1 -158.84 1 -338.81 1 1.006 1 1.44 1 1 231 1 37.06 1 21.94 1 -70.67 1 -175.36 1 1.009 1 1.45 1 1 232 1 37.06 1 18.78 1 -40.81 1 -120.00 1 1.001 1 1.47 1 1 233 1 37.06 1 15.61 1 -25.72 1 -92.02 1 1.002 1 1.48 1 1 234 1 40.01 1 26.49 1 -9980.00 1 -20024.86 1 1.000 1 1.47 1 1 235 1 40.01 1 23.32 1 -157.36 1 -364.98 1 1.006 1 1.47 1 1 236 1 40.01 1 20.15 1 -69.20 1 -188.52 1 1.009 1 1.46 1 1 237 1 40.01 1 16.98 1 -39.34 1 -128.75 1 1.009 1 1.47 1 1 238 1 43.54 1 24.61 1 -9978.24 1 -21787.15 1 1.000 1 1.50 1 1 239 1 43.54 1 21.44 1 -155.60 1 -396.23 1 1.006 1 1.49 1 ╚//////////C////////////C////////////C////////////C////////////C////////////C/////////////╝ Section 7 Page 9 Output File: C:\PROJECTS\IONISL~1\REV0~1\H20P-S.gnf GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 5 .//////////////////0 1 Output Data 1 3//////////////////C/////////0 1 Wall Height = 20.00 1 1 Wall Slope = 90.00 1 3//////////I////////////I////C///////I////////////I////////////I////////////I/////////////0 1 Circle 1 Circle 1 Circle 1 Circle 1 Circle 1 Moment 1 Factor of 1 1 Number 1 X-Intercept1 Base Angle 1 X-Center 1 Y-Center 1 Ratio 1 Safety 1 ╟SSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSSSU 1 240 1 43.54 1 18.27 1 -67.44 1 -204.24 1 1.009 1 1.48 1 1 241 1 43.54 1 15.10 1 -37.57 1 -139.21 1 1.008 1 1.49 1 1 242 1 47.82 1 22.63 1 -9976.09 1 -23931.40 1 1.000 1 1.53 1 1 243 1 47.82 1 19.46 1 -153.45 1 -434.26 1 1.006 1 1.51 1 1 244 1 47.82 1 16.29 1 -65.29 1 -223.37 1 1.008 1 1.51 1 1 245 1 53.16 1 20.55 1 -9973.42 1 -26600.46 1 1.000 1 1.56 1 1 246 1 53.16 1 17.38 1 -150.78 1 -481.60 1 1.005 1 1.55 1 1 247 1 60.00 1 18.37 1 -9970.01 1 -30019.49 1 1.000 1 1.61 1 1 248 1 60.00 1 15.20 1 -147.37 1 -542.24 1 1.005 1 1.59 1 ╚//////////C////////////C////////////C////////////C////////////C////////////C/////////////╝ Section 7 Page 10 SECTION 8 Input File: C:\PROJECTS\IONISL~1\REV0~1\H22P.gni This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 1 -5 0 5 10 15 20 25 30 35 40 45 50 5 0 -5 -10 -15 -20 -25 Ionis Section 8 Page 1 LOAD GROUP:_____ - (____________________) SHORZ = ______ ft. (HORIZONTAL NAIL SPACING) SVERT = ______ ft. (VERTICAL NAIL SPACING) DBAR = ______ in. (BAR DIAMETER) GRADE____ DHOLE = _____ in. (DIAMETER OF DRILLED HOLE) SOIL NAIL DESIGN SECTION (H = ft. max) I STATIC 6 VARIES 6 75___6 22.0 Input File: C:\PROJECTS\IONISL~1\REV0~1\H22P.gni GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 1 Ionis -........................../ 0 General Data 0 2..........................╬................./ 0 File Indentifier 0 H22P.GNI 0 0 Unit weight of water 0 62.4 0 0 Base depth for analysis 0 22.0 0 0 Seismic Coefficient 0 0.0 0 0 Minimum Base Exit Angle 0 15.0 0 0 X Search limit (left) 0 15.0 0 0 X Search limit (right) 0 60.0 0 0 Number of slip circles 0 250 0 0 No. of slip circle exits 0 30 0 ╚..........................B.................╝ -................................................./ 0 LRFD and Safety Factor Data 0 2.................................................╬......./ 0 Analysis Mode: (L)RFD or (S)LD (specify L or S) 0 S 0 2. SLD Safety and Strength Factors (mode S only) .╬.......D 0 FS for Soil Cohesion 0 1.5 0 0 FS for Soil Friction 0 1.5 0 0 Strength Factor for Head Strength 0 0.67 0 0 Strength Factor for Nail Tendon Strength 0 0.55 0 0 Strength Factor for Nail Pullout Resistance 0 0.5 0 2. LRFD Load Factors (mode L only) ...............╬.......D 0 LF for Unit Weight of Water 0 1 0 0 LF for Unit Weight of Soil 0 1.35 0 0 LF for Surcharge Loads 0 1.75 0 0 LF for Seismic Loads 0 1 0 2. LRFD Resistance Factors (mode L only) .........╬.......D 0 RF for Soil Cohesion 0 1 0 0 RF for Soil Friction Angle 0 0.75 0 0 RF for Head Strength 0 0.9 0 0 RF for Nail Pullout Resistance 0 0.7 0 0 RF for Nail Tendon Strength 0 0.9 0 ╚.................................................B.......╝ -..........................G..........G.........../ 0 PIEZOMETRIC DATA 0 X-Value 0Piez. Level0 2..........................╬..........╬...........D 0 Point 1 0 0 0 0 Point 2 0 0 0 0 Point 3 0 0 0 0 Point 4 0 0 0 0 Point 5 0 0 0 0 Point 6 0 0 0 0 Point 7 0 0 0 0 Point 8 0 0 0 0 Point 9 0 0 0 0 Point 10 0 0 0 ╚..........................B..........B...........╝ Section 8 Page 2 Input File: C:\PROJECTS\IONISL~1\REV0~1\H22P.gni GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 2 -......................../ 0 Nodal Data 0 2.......G.......G.......G╬.......G.......G.......GG.......G.......G......./ 0Node No0X-Value0Y-Value00Node No0X-Value0Y-Value00Node No0X-Value0Y-Value0 2.......╬.......╬.......╬╬.......╬.......╬.......╬╬.......╬.......╬.......D 0 1 00 00 00 16 0 0 00 31 0 0 0 0 2 00.001 0-22 00 17 0 0 00 32 0 0 0 0 3 060 0-22 00 18 0 0 00 33 0 0 0 0 4 0 0 00 19 0 0 00 34 0 0 0 0 5 0 0 00 20 0 0 00 35 0 0 0 0 6 0 0 00 21 0 0 00 36 0 0 0 0 7 0 0 00 22 0 0 00 37 0 0 0 0 8 0 0 00 23 0 0 00 38 0 0 0 0 9 0 0 00 24 0 0 00 39 0 0 0 0 10 0 0 00 25 0 0 00 40 0 0 0 0 11 0 0 00 26 0 0 00 41 0 0 0 0 12 0 0 00 27 0 0 00 42 0 0 0 0 13 0 0 00 28 0 0 00 43 0 0 0 0 14 0 0 00 29 0 0 00 44 0 0 0 0 15 0 0 00 30 0 0 00 45 0 0 0 ╚.......B.......B.......BB.......B.......B.......BB.......B.......B.......╝ -.................................../ 0 Wall Segment Data 0 2......G......G......G......G.......╬G......G......G......G......G......./ 0 Seg. 0 Node 0 Node 0 Soil 0Pullout00 Seg. 0 Node 0 Node 0 Soil 0Pullout0 0 No. 0 1 0 2 0 ID 0Res. ID00 No. 0 1 0 2 0 ID 0Res. ID0 2......╬......╬......╬......╬.......╬╬......╬......╬......╬......╬.......D 0 1 01 02 01 01 00 11 0 0 0 0 0 0 2 0 0 0 0 00 12 0 0 0 0 0 0 3 0 0 0 0 00 13 0 0 0 0 0 0 4 0 0 0 0 00 14 0 0 0 0 0 0 5 0 0 0 0 00 15 0 0 0 0 0 0 6 0 0 0 0 00 16 0 0 0 0 0 0 7 0 0 0 0 00 17 0 0 0 0 0 0 8 0 0 0 0 00 18 0 0 0 0 0 0 9 0 0 0 0 00 19 0 0 0 0 0 0 10 0 0 0 0 00 20 0 0 0 0 0 ╚......B......B......B......B.......BB......B......B......B......B.......╝ -.........................../ 0 Surface Segment Data 0 2......G......G......G......╬G......G......G......G....../ 0 Seg. 0 Node 0 Node 0 Soil 00 Seg. 0 Node 0 Node 0 Soil 0 0 No. 0 1 0 2 0 ID 00 No. 0 1 0 2 0 ID 0 2......╬......╬......╬......╬╬......╬......╬......╬......D 0 1 0 2 0 3 0 1 00 11 0 0 0 0 0 2 0 0 0 00 12 0 0 0 0 0 3 0 0 0 00 13 0 0 0 0 0 4 0 0 0 00 14 0 0 0 0 0 5 0 0 0 00 15 0 0 0 0 0 6 0 0 0 00 16 0 0 0 0 0 7 0 0 0 00 17 0 0 0 0 0 8 0 0 0 00 18 0 0 0 0 0 9 0 0 0 00 19 0 0 0 0 0 10 0 0 0 00 20 0 0 0 0 ╚......B......B......B......BB......B......B......B......╝ Section 8 Page 3 Input File: C:\PROJECTS\IONISL~1\REV0~1\H22P.gni GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 3 -.................................../ 0 Internal Segment Data 0 2......G......G......G......G.......╬G......G......G......G......G......./ 0 Seg. 0 Node 0 Node 0 Soil 0Pullout00 Seg. 0 Node 0 Node 0 Soil 0Pullout0 0 No. 0 1 0 2 0 ID 0Res. ID00 No. 0 1 0 2 0 ID 0Res. ID0 2......╬......╬......╬......╬.......╬╬......╬......╬......╬......╬.......D 0 1 0 0 0 0 00 11 0 0 0 0 0 0 2 0 0 0 0 00 12 0 0 0 0 0 0 3 0 0 0 0 00 13 0 0 0 0 0 0 4 0 0 0 0 00 14 0 0 0 0 0 0 5 0 0 0 0 00 15 0 0 0 0 0 0 6 0 0 0 0 00 16 0 0 0 0 0 0 7 0 0 0 0 00 17 0 0 0 0 0 0 8 0 0 0 0 00 18 0 0 0 0 0 0 9 0 0 0 0 00 19 0 0 0 0 0 0 10 0 0 0 0 00 20 0 0 0 0 0 ╚......B......B......B......B.......BB......B......B......B......B.......╝ -......................................../ 0 Soil Strength & Pullout Resist. Data 0 2........G.......G.......G.......G.......D 0Material0 0 0 Unit 0Pullout0 0 ID No. 0 c 0 ø 0 Weight0 Res. 0 2........╬.......╬.......╬.......╬.......D 0 1 0 150 0 30 0 125 0 3393 0 0 2 0 0 0 0 0 0 3 0 0 0 0 0 0 4 0 0 0 0 0 0 5 0 0 0 0 0 0 6 0 0 0 0 0 0 7 0 0 0 0 0 0 8 0 0 0 0 0 0 9 0 0 0 0 0 0 10 0 0 0 0 0 0 11 0 0 0 0 0 0 12 0 0 0 0 0 0 13 0 0 0 0 0 0 14 0 0 0 0 0 ╚........B.......B.......B.......B.......╝ -.............................../ 0 Surcharge Pressure Data 0 2.......G.......G.......G.......D 0Load No0X-value0 Vert. 0 Horiz.0 2.......╬.......╬.......╬.......D 0 1 0 2 0 0 0 0 0 0 2 0 22 0 300 0 0 0 0 3 0 0 0 0 0 4 0 0 0 0 0 5 0 0 0 0 0 6 0 0 0 0 0 7 0 0 0 0 0 8 0 0 0 0 0 9 0 0 0 0 0 10 0 0 0 0 ╚.......B.......B.......B.......╝ Section 8 Page 4 Input File: C:\PROJECTS\IONISL~1\REV0~1\H22P.gni GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 4 -..................G.........G........G........G........G......../ 0 0 Nail 0 Nail 0 Tendon 0 Head 0 Fixed 0 0 Nail Data 0 Depth 0 Length 0Strength0Strength0 Nail? 0 2..................╬.........╬........╬........╬........╬........D 0 Nail Row 1 0 2.25 0 24 0 45000 0 69500 0 0 0 Nail Row 2 0 5.5 0 24 0 45000 0 69500 0 0 0 Nail Row 3 0 9.5 0 20 0 45000 0 69500 0 0 0 Nail Row 4 0 14.5 0 20 0 45000 0 69500 0 0 0 Nail Row 5 0 19.5 0 18 0 45000 0 69500 0 0 0 Nail Row 6 0 0 0 0 0 0 0 Nail Row 7 0 0 0 0 0 0 0 Nail Row 8 0 0 0 0 0 0 0 Nail Row 9 0 0 0 0 0 0 0 Nail Row 10 0 0 0 0 0 0 0 Nail Row 11 0 0 0 0 0 0 0 Nail Row 12 0 0 0 0 0 0 0 Nail Row 13 0 0 0 0 0 0 0 Nail Row 14 0 0 0 0 0 0 0 Nail Row 15 0 0 0 0 0 0 0..................╬.........╬........B........B........B........╝ 0 Horiz. Spacing 0 6 0 0 Nail Declination0 17 0 ╚..................B.........╝ Section 8 Page 5 Output File: C:\PROJECTS\IONISL~1\REV0~1\H22P.gnd GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 1 -................../ 0 Design Data 0 2..................B............................/ 0 Nail Head Factor = 1.00 for circle no 237 0 0 Nail Length Factor = 0.99 for circle no 4 0 2............G.............G....................D 0 0 0 Required Nail 0 0 Nail No. 0 Circle No 0 Tendon Strength 0 ╟TTTTTTTTTTTT╫TTTTTTTTTTTTT╫TTTTTTTTTTTTTTTTTTTTV 0 1 0 1 0 35761.15 0 0 2 0 1 0 41486.18 0 0 3 0 1 0 36770.77 0 0 4 0 3 0 44312.84 0 0 5 0 103 0 44830.16 0 2............╬.............╬....................D 0 0 0 Required 0 0 Nail No. 0 Circle No 0 Nail Length 0 ╟TTTTTTTTTTTT╫TTTTTTTTTTTTT╫TTTTTTTTTTTTTTTTTTTTV 0 1 0 0 23.66 0 0 2 0 0 23.66 0 0 3 0 0 19.72 0 0 4 0 0 19.72 0 0 5 0 0 17.75 0 ╚............B.............B....................╝ -................../ 0 Output Data 0 2..................B........./ 0 Wall Height = 22.00 0 0 Wall Slope = 90.00 0 2..........G............G....B.......G............G............G............G............./ 0 0 0 0 0 0 0Force Req'd/ 0 0 Circle 0 Circle 0 Circle 0 Circle 0 Circle 0 Moment 0 Unit Wall 0 0 Number 0 X-Intercept0 Base Angle 0 X-Center 0 Y-Center 0 Ratio 0 Length 0 ╟TTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTTTV 0 1 0 15.03 0 55.56 0 -10992.49 0 -7537.64 0 1.000 0 18430.81 0 0 2 0 15.03 0 52.18 0 -175.37 0 -136.13 0 0.999 0 18347.71 0 0 3 0 15.03 0 48.79 0 -84.37 0 -73.87 0 0.998 0 18148.34 0 0 4 0 15.03 0 45.41 0 -53.56 0 -52.78 0 0.997 0 17833.92 0 0 5 0 15.03 0 42.02 0 -37.97 0 -42.12 0 0.996 0 17441.01 0 0 6 0 15.03 0 38.64 0 -28.51 0 -35.65 0 0.996 0 16968.10 0 0 7 0 15.03 0 35.25 0 -22.13 0 -31.27 0 0.996 0 16450.24 0 0 8 0 15.03 0 31.87 0 -17.49 0 -28.10 0 0.997 0 15890.37 0 0 9 0 15.03 0 28.48 0 -13.96 0 -25.69 0 0.998 0 15231.36 0 0 10 0 15.03 0 25.10 0 -11.15 0 -23.77 0 0.998 0 14208.11 0 0 11 0 15.03 0 21.71 0 -8.86 0 -22.20 0 0.999 0 13074.32 0 0 12 0 15.32 0 55.05 0 -10992.34 0 -7683.15 0 1.000 0 18346.08 0 0 13 0 15.32 0 51.66 0 -175.23 0 -138.55 0 0.999 0 18245.90 0 0 14 0 15.32 0 48.28 0 -84.23 0 -75.08 0 0.998 0 18028.49 0 0 15 0 15.32 0 44.89 0 -53.41 0 -53.59 0 0.997 0 17694.93 0 0 16 0 15.32 0 41.51 0 -37.83 0 -42.72 0 0.996 0 17271.93 0 0 17 0 15.32 0 38.12 0 -28.37 0 -36.12 0 0.996 0 16789.34 0 0 18 0 15.32 0 34.74 0 -21.98 0 -31.67 0 0.995 0 16227.17 0 0 19 0 15.32 0 31.35 0 -17.35 0 -28.44 0 0.997 0 15649.08 0 0 20 0 15.32 0 27.97 0 -13.81 0 -25.97 0 0.998 0 14990.26 0 0 21 0 15.32 0 24.58 0 -11.01 0 -24.01 0 0.998 0 13954.60 0 0 22 0 15.32 0 21.20 0 -8.71 0 -22.41 0 0.998 0 12798.77 0 0 23 0 15.67 0 54.45 0 -10992.17 0 -7855.32 0 1.000 0 18240.64 0 0 24 0 15.67 0 51.06 0 -175.05 0 -141.41 0 0.999 0 18119.13 0 0 25 0 15.67 0 47.68 0 -84.06 0 -76.52 0 0.998 0 17869.14 0 0 26 0 15.67 0 44.29 0 -53.24 0 -54.54 0 0.997 0 17528.30 0 0 27 0 15.67 0 40.91 0 -37.66 0 -43.43 0 0.997 0 17085.20 0 0 28 0 15.67 0 37.52 0 -28.20 0 -36.69 0 0.996 0 16569.63 0 0 29 0 15.67 0 34.14 0 -21.81 0 -32.13 0 0.995 0 15973.01 0 0 30 0 15.67 0 30.76 0 -17.17 0 -28.83 0 0.996 0 15340.37 0 0 31 0 15.67 0 27.37 0 -13.64 0 -26.31 0 0.997 0 14658.00 0 0 32 0 15.67 0 23.99 0 -10.84 0 -24.31 0 0.997 0 13638.80 0 0 33 0 15.67 0 20.60 0 -8.54 0 -22.67 0 0.998 0 12463.08 0 0 34 0 16.03 0 53.82 0 -10991.99 0 -8038.88 0 1.000 0 18122.37 0 0 35 0 16.03 0 50.44 0 -174.87 0 -144.47 0 0.999 0 17981.18 0 ╚..........B............B............B............B............B............B.............╝ Section 8 Page 6 Output File: C:\PROJECTS\IONISL~1\REV0~1\H22P.gnd GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 2 -................../ 0 Output Data 0 2..................B........./ 0 Wall Height = 22.00 0 0 Wall Slope = 90.00 0 2..........G............G....B.......G............G............G............G............./ 0 0 0 0 0 0 0Force Req'd/ 0 0 Circle 0 Circle 0 Circle 0 Circle 0 Circle 0 Moment 0 Unit Wall 0 0 Number 0 X-Intercept0 Base Angle 0 X-Center 0 Y-Center 0 Ratio 0 Length 0 ╟TTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTTTV 0 36 0 16.03 0 47.05 0 -83.87 0 -78.05 0 0.998 0 17711.75 0 0 37 0 16.03 0 43.67 0 -53.06 0 -55.56 0 0.997 0 17341.91 0 0 38 0 16.03 0 40.28 0 -37.47 0 -44.19 0 0.997 0 16879.54 0 0 39 0 16.03 0 36.90 0 -28.01 0 -37.29 0 0.996 0 16325.04 0 0 40 0 16.03 0 33.51 0 -21.62 0 -32.62 0 0.995 0 15716.27 0 0 41 0 16.03 0 30.13 0 -16.99 0 -29.24 0 0.995 0 15026.03 0 0 42 0 16.03 0 26.74 0 -13.46 0 -26.66 0 0.997 0 14332.15 0 0 43 0 16.03 0 23.36 0 -10.65 0 -24.62 0 0.997 0 13306.73 0 0 44 0 16.03 0 19.97 0 -8.36 0 -22.94 0 0.997 0 12115.56 0 0 45 0 16.43 0 53.16 0 -10991.79 0 -8234.81 0 1.000 0 17990.05 0 0 46 0 16.43 0 49.78 0 -174.67 0 -147.72 0 0.999 0 17827.77 0 0 47 0 16.43 0 46.39 0 -83.68 0 -79.69 0 0.998 0 17533.71 0 0 48 0 16.43 0 43.01 0 -52.86 0 -56.65 0 0.997 0 17139.28 0 0 49 0 16.43 0 39.62 0 -37.28 0 -45.00 0 0.997 0 16652.12 0 0 50 0 16.43 0 36.24 0 -27.82 0 -37.93 0 0.996 0 16070.19 0 0 51 0 16.43 0 32.85 0 -21.43 0 -33.15 0 0.995 0 15425.14 0 0 52 0 16.43 0 29.47 0 -16.79 0 -29.69 0 0.995 0 14708.26 0 0 53 0 16.43 0 26.08 0 -13.26 0 -27.05 0 0.996 0 13973.15 0 0 54 0 16.43 0 22.70 0 -10.46 0 -24.95 0 0.996 0 12933.64 0 0 55 0 16.43 0 19.31 0 -8.16 0 -23.24 0 0.997 0 11748.28 0 0 56 0 16.85 0 52.47 0 -10991.58 0 -8444.20 0 1.000 0 17841.91 0 0 57 0 16.85 0 49.08 0 -174.47 0 -151.20 0 0.999 0 17652.31 0 0 58 0 16.85 0 45.70 0 -83.47 0 -81.44 0 0.999 0 17349.09 0 0 59 0 16.85 0 42.31 0 -52.65 0 -57.81 0 0.998 0 16928.82 0 0 60 0 16.85 0 38.93 0 -37.07 0 -45.87 0 0.996 0 16399.01 0 0 61 0 16.85 0 35.54 0 -27.61 0 -38.62 0 0.995 0 15801.47 0 0 62 0 16.85 0 32.16 0 -21.22 0 -33.72 0 0.995 0 15120.25 0 0 63 0 16.85 0 28.77 0 -16.59 0 -30.16 0 0.994 0 14363.84 0 0 64 0 16.85 0 25.39 0 -13.05 0 -27.45 0 0.994 0 13541.63 0 0 65 0 16.85 0 22.00 0 -10.25 0 -25.30 0 0.995 0 12548.16 0 0 66 0 16.85 0 18.62 0 -7.95 0 -23.55 0 0.995 0 11306.04 0 0 67 0 16.85 0 15.23 0 -6.03 0 -22.07 0 0.996 0 9940.73 0 0 68 0 17.29 0 51.74 0 -10991.36 0 -8668.29 0 1.000 0 17676.40 0 0 69 0 17.29 0 48.35 0 -174.24 0 -154.93 0 0.999 0 17464.70 0 0 70 0 17.29 0 44.97 0 -83.24 0 -83.31 0 0.999 0 17135.32 0 0 71 0 17.29 0 41.58 0 -52.43 0 -59.06 0 0.998 0 16682.77 0 0 72 0 17.29 0 38.20 0 -36.84 0 -46.79 0 0.996 0 16147.04 0 0 73 0 17.29 0 34.81 0 -27.38 0 -39.35 0 0.995 0 15505.31 0 0 74 0 17.29 0 31.43 0 -20.99 0 -34.32 0 0.995 0 14806.19 0 0 75 0 17.29 0 28.04 0 -16.36 0 -30.67 0 0.994 0 14018.12 0 0 76 0 17.29 0 24.66 0 -12.83 0 -27.89 0 0.994 0 13155.41 0 0 77 0 17.29 0 21.28 0 -10.02 0 -25.68 0 0.995 0 12157.28 0 0 78 0 17.29 0 17.89 0 -7.73 0 -23.88 0 0.995 0 10915.57 0 0 79 0 17.77 0 50.97 0 -10991.12 0 -8908.46 0 1.000 0 17491.42 0 0 80 0 17.77 0 47.59 0 -174.00 0 -158.92 0 0.999 0 17256.01 0 0 81 0 17.77 0 44.20 0 -83.00 0 -85.32 0 0.998 0 16895.00 0 0 82 0 17.77 0 40.82 0 -52.19 0 -60.39 0 0.998 0 16432.71 0 0 83 0 17.77 0 37.44 0 -36.60 0 -47.79 0 0.996 0 15863.10 0 0 84 0 17.77 0 34.05 0 -27.14 0 -40.14 0 0.995 0 15196.82 0 0 85 0 17.77 0 30.67 0 -20.75 0 -34.97 0 0.994 0 14457.36 0 0 86 0 17.77 0 27.28 0 -16.12 0 -31.22 0 0.994 0 13632.91 0 0 87 0 17.77 0 23.90 0 -12.59 0 -28.36 0 0.994 0 12752.91 0 0 88 0 17.77 0 20.51 0 -9.78 0 -26.09 0 0.993 0 11694.07 0 0 89 0 17.77 0 17.13 0 -7.49 0 -24.24 0 0.994 0 10449.76 0 0 90 0 18.29 0 50.17 0 -10990.86 0 -9166.28 0 1.000 0 17284.82 0 0 91 0 18.29 0 46.79 0 -173.74 0 -163.21 0 0.999 0 17025.12 0 0 92 0 18.29 0 43.40 0 -82.75 0 -87.47 0 0.998 0 16636.54 0 0 93 0 18.29 0 40.02 0 -51.93 0 -61.82 0 0.997 0 16136.08 0 0 94 0 18.29 0 36.63 0 -36.35 0 -48.85 0 0.996 0 15548.34 0 0 95 0 18.29 0 33.25 0 -26.89 0 -40.98 0 0.995 0 14852.41 0 ╚..........B............B............B............B............B............B.............╝ Section 8 Page 7 Output File: C:\PROJECTS\IONISL~1\REV0~1\H22P.gnd GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 3 -................../ 0 Output Data 0 2..................B........./ 0 Wall Height = 22.00 0 0 Wall Slope = 90.00 0 2..........G............G....B.......G............G............G............G............./ 0 0 0 0 0 0 0Force Req'd/ 0 0 Circle 0 Circle 0 Circle 0 Circle 0 Circle 0 Moment 0 Unit Wall 0 0 Number 0 X-Intercept0 Base Angle 0 X-Center 0 Y-Center 0 Ratio 0 Length 0 ╟TTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTTTV 0 96 0 18.29 0 29.86 0 -20.50 0 -35.66 0 0.994 0 14091.99 0 0 97 0 18.29 0 26.48 0 -15.86 0 -31.81 0 0.993 0 13233.50 0 0 98 0 18.29 0 23.09 0 -12.33 0 -28.86 0 0.993 0 12314.13 0 0 99 0 18.29 0 19.71 0 -9.52 0 -26.53 0 0.992 0 11226.03 0 0 100 0 18.29 0 16.32 0 -7.23 0 -24.62 0 0.993 0 9953.96 0 0 101 0 18.84 0 49.33 0 -10990.58 0 -9443.55 0 1.000 0 17054.02 0 0 102 0 18.84 0 45.94 0 -173.47 0 -167.82 0 0.999 0 16766.06 0 0 103 0 18.84 0 42.56 0 -82.47 0 -89.79 0 0.999 0 16358.73 0 0 104 0 18.84 0 39.17 0 -51.65 0 -63.36 0 0.997 0 15823.84 0 0 105 0 18.84 0 35.79 0 -36.07 0 -50.00 0 0.996 0 15210.22 0 0 106 0 18.84 0 32.41 0 -26.61 0 -41.89 0 0.995 0 14493.55 0 0 107 0 18.84 0 29.02 0 -20.22 0 -36.41 0 0.994 0 13683.63 0 0 108 0 18.84 0 25.64 0 -15.59 0 -32.44 0 0.993 0 12788.06 0 0 109 0 18.84 0 22.25 0 -12.05 0 -29.40 0 0.992 0 11804.69 0 0 110 0 18.84 0 18.87 0 -9.25 0 -27.00 0 0.992 0 10738.11 0 0 111 0 18.84 0 15.48 0 -6.95 0 -25.03 0 0.990 0 9363.48 0 0 112 0 19.44 0 48.44 0 -10990.29 0 -9742.30 0 1.000 0 16796.16 0 0 113 0 19.44 0 45.06 0 -173.17 0 -172.79 0 0.999 0 16480.00 0 0 114 0 19.44 0 41.67 0 -82.17 0 -92.28 0 0.999 0 16049.75 0 0 115 0 19.44 0 38.29 0 -51.35 0 -65.02 0 0.998 0 15497.26 0 0 116 0 19.44 0 34.91 0 -35.77 0 -51.23 0 0.996 0 14829.79 0 0 117 0 19.44 0 31.52 0 -26.31 0 -42.87 0 0.995 0 14098.26 0 0 118 0 19.44 0 28.14 0 -19.92 0 -37.21 0 0.994 0 13254.36 0 0 119 0 19.44 0 24.75 0 -15.29 0 -33.11 0 0.993 0 12322.55 0 0 120 0 19.44 0 21.37 0 -11.75 0 -29.99 0 0.991 0 11282.47 0 0 121 0 19.44 0 17.98 0 -8.95 0 -27.51 0 1.004 0 10660.54 0 0 122 0 20.09 0 47.52 0 -10989.96 0 -10064.92 0 1.000 0 16507.89 0 0 123 0 20.09 0 44.13 0 -172.84 0 -178.15 0 0.999 0 16162.40 0 0 124 0 20.09 0 40.75 0 -81.85 0 -94.98 0 0.999 0 15703.57 0 0 125 0 20.09 0 37.36 0 -51.03 0 -66.81 0 0.998 0 15125.51 0 0 126 0 20.09 0 33.98 0 -35.45 0 -52.57 0 0.996 0 14430.73 0 0 127 0 20.09 0 30.59 0 -25.99 0 -43.92 0 0.995 0 13645.78 0 0 128 0 20.09 0 27.21 0 -19.60 0 -38.08 0 0.994 0 12782.18 0 0 129 0 20.09 0 23.82 0 -14.96 0 -33.85 0 0.992 0 11802.80 0 0 130 0 20.09 0 20.44 0 -11.43 0 -30.62 0 0.991 0 10738.70 0 0 131 0 20.09 0 17.05 0 -8.63 0 -28.05 0 1.004 0 10076.26 0 0 132 0 20.79 0 46.54 0 -10989.61 0 -10414.12 0 1.000 0 16185.26 0 0 133 0 20.79 0 43.16 0 -172.50 0 -183.95 0 0.999 0 15815.94 0 0 134 0 20.79 0 39.77 0 -81.50 0 -97.89 0 0.998 0 15313.57 0 0 135 0 20.79 0 36.39 0 -50.68 0 -68.75 0 0.998 0 14721.63 0 0 136 0 20.79 0 33.00 0 -35.10 0 -54.01 0 0.997 0 14009.04 0 0 137 0 20.79 0 29.62 0 -25.64 0 -45.07 0 0.995 0 13168.94 0 0 138 0 20.79 0 26.23 0 -19.25 0 -39.02 0 0.993 0 12264.98 0 0 139 0 20.79 0 22.85 0 -14.62 0 -34.64 0 0.992 0 11266.68 0 0 140 0 20.79 0 19.46 0 -11.08 0 -31.30 0 0.991 0 10154.01 0 0 141 0 20.79 0 16.08 0 -8.28 0 -28.65 0 1.003 0 9417.88 0 0 142 0 21.54 0 45.52 0 -10989.24 0 -10793.10 0 1.000 0 15824.02 0 0 143 0 21.54 0 42.13 0 -172.12 0 -190.25 0 0.999 0 15429.32 0 0 144 0 21.54 0 38.75 0 -81.12 0 -101.06 0 0.998 0 14903.02 0 0 145 0 21.54 0 35.36 0 -50.30 0 -70.85 0 0.998 0 14264.71 0 0 146 0 21.54 0 31.98 0 -34.72 0 -55.58 0 0.997 0 13519.24 0 0 147 0 21.54 0 28.59 0 -25.26 0 -46.31 0 0.995 0 12661.48 0 0 148 0 21.54 0 25.21 0 -18.87 0 -40.04 0 0.993 0 11695.91 0 0 149 0 21.54 0 21.82 0 -14.24 0 -35.50 0 0.991 0 10642.14 0 0 150 0 21.54 0 18.44 0 -10.70 0 -32.04 0 0.990 0 9513.27 0 0 151 0 21.54 0 15.05 0 -7.90 0 -29.29 0 1.002 0 8735.42 0 0 152 0 22.37 0 44.44 0 -10988.82 0 -11205.59 0 1.000 0 15360.98 0 0 153 0 22.37 0 41.06 0 -171.70 0 -197.11 0 0.999 0 14928.83 0 0 154 0 22.37 0 37.67 0 -80.71 0 -104.51 0 0.999 0 14386.67 0 0 155 0 22.37 0 34.29 0 -49.89 0 -73.14 0 0.998 0 13715.97 0 ╚..........B............B............B............B............B............B.............╝ Section 8 Page 8 Output File: C:\PROJECTS\IONISL~1\REV0~1\H22P.gnd GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 4 -................../ 0 Output Data 0 2..................B........./ 0 Wall Height = 22.00 0 0 Wall Slope = 90.00 0 2..........G............G....B.......G............G............G............G............./ 0 0 0 0 0 0 0Force Req'd/ 0 0 Circle 0 Circle 0 Circle 0 Circle 0 Circle 0 Moment 0 Unit Wall 0 0 Number 0 X-Intercept0 Base Angle 0 X-Center 0 Y-Center 0 Ratio 0 Length 0 ╟TTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTTTV 0 156 0 22.37 0 30.90 0 -34.31 0 -57.28 0 0.997 0 12922.70 0 0 157 0 22.37 0 27.52 0 -24.85 0 -47.66 0 0.995 0 12026.60 0 0 158 0 22.37 0 24.13 0 -18.46 0 -41.16 0 0.993 0 11008.47 0 0 159 0 22.37 0 20.75 0 -13.82 0 -36.44 0 0.991 0 9912.31 0 0 160 0 22.37 0 17.36 0 -10.29 0 -32.84 0 1.003 0 9174.20 0 0 161 0 23.27 0 43.31 0 -10988.37 0 -11656.03 0 1.000 0 14776.27 0 0 162 0 23.27 0 39.93 0 -171.25 0 -204.60 0 0.999 0 14303.02 0 0 163 0 23.27 0 36.54 0 -80.26 0 -108.27 0 0.998 0 13709.71 0 0 164 0 23.27 0 33.16 0 -49.44 0 -75.64 0 0.998 0 13003.13 0 0 165 0 23.27 0 29.77 0 -33.86 0 -59.15 0 0.997 0 12195.00 0 0 166 0 23.27 0 26.39 0 -24.40 0 -49.13 0 0.996 0 11249.64 0 0 167 0 23.27 0 23.00 0 -18.01 0 -42.37 0 0.994 0 10220.24 0 0 168 0 23.27 0 19.62 0 -13.37 0 -37.46 0 0.992 0 9068.80 0 0 169 0 23.27 0 16.23 0 -9.84 0 -33.72 0 1.003 0 8247.73 0 0 170 0 24.26 0 42.13 0 -10987.88 0 -12149.68 0 1.000 0 14139.52 0 0 171 0 24.26 0 38.74 0 -170.76 0 -212.81 0 0.999 0 13621.82 0 0 172 0 24.26 0 35.36 0 -79.76 0 -112.39 0 0.998 0 12988.35 0 0 173 0 24.26 0 31.97 0 -48.94 0 -78.38 0 0.997 0 12235.88 0 0 174 0 24.26 0 28.59 0 -33.36 0 -61.19 0 0.997 0 11397.01 0 0 175 0 24.26 0 25.20 0 -23.90 0 -50.75 0 0.996 0 10424.94 0 0 176 0 24.26 0 21.82 0 -17.51 0 -43.70 0 0.994 0 9323.14 0 0 177 0 24.26 0 18.43 0 -12.88 0 -38.59 0 0.992 0 8122.09 0 0 178 0 24.26 0 15.05 0 -9.34 0 -34.68 0 0.990 0 6828.15 0 0 179 0 25.34 0 40.88 0 -10987.33 0 -12692.89 0 1.000 0 13444.00 0 0 180 0 25.34 0 37.50 0 -170.22 0 -221.84 0 0.999 0 12884.98 0 0 181 0 25.34 0 34.11 0 -79.22 0 -116.93 0 0.999 0 12213.87 0 0 182 0 25.34 0 30.73 0 -48.40 0 -81.40 0 0.998 0 11426.13 0 0 183 0 25.34 0 27.34 0 -32.82 0 -63.43 0 0.996 0 10517.01 0 0 184 0 25.34 0 23.96 0 -23.36 0 -52.53 0 0.996 0 9542.26 0 0 185 0 25.34 0 20.57 0 -16.97 0 -45.16 0 0.995 0 8406.50 0 0 186 0 25.34 0 17.19 0 -12.34 0 -39.82 0 0.994 0 7193.91 0 0 187 0 26.54 0 39.57 0 -10986.74 0 -13293.36 0 1.000 0 12680.18 0 0 188 0 26.54 0 36.19 0 -169.62 0 -231.82 0 0.999 0 12062.09 0 0 189 0 26.54 0 32.80 0 -78.62 0 -121.94 0 0.999 0 11358.15 0 0 190 0 26.54 0 29.42 0 -47.80 0 -84.73 0 0.998 0 10528.17 0 0 191 0 26.54 0 26.03 0 -32.22 0 -65.92 0 0.997 0 9584.30 0 0 192 0 26.54 0 22.65 0 -22.76 0 -54.49 0 0.997 0 8591.09 0 0 193 0 26.54 0 19.26 0 -16.37 0 -46.78 0 0.996 0 7422.33 0 0 194 0 26.54 0 15.88 0 -11.74 0 -41.18 0 0.994 0 6125.29 0 0 195 0 27.88 0 38.20 0 -10986.07 0 -13960.54 0 1.000 0 11836.81 0 0 196 0 27.88 0 34.82 0 -168.95 0 -242.91 0 1.000 0 11179.04 0 0 197 0 27.88 0 31.43 0 -77.95 0 -127.52 0 0.999 0 10421.25 0 0 198 0 27.88 0 28.05 0 -47.13 0 -88.44 0 0.998 0 9556.42 0 0 199 0 27.88 0 24.66 0 -31.55 0 -68.67 0 0.997 0 8561.22 0 0 200 0 27.88 0 21.28 0 -22.09 0 -56.68 0 0.996 0 7467.90 0 0 201 0 27.88 0 17.89 0 -15.70 0 -48.58 0 0.996 0 6307.52 0 0 202 0 29.37 0 36.76 0 -10985.32 0 -14706.16 0 1.000 0 10900.04 0 0 203 0 29.37 0 33.37 0 -168.20 0 -255.31 0 1.000 0 10194.38 0 0 204 0 29.37 0 29.99 0 -77.21 0 -133.74 0 0.999 0 9373.82 0 0 205 0 29.37 0 26.60 0 -46.39 0 -92.57 0 0.998 0 8461.59 0 0 206 0 29.37 0 23.22 0 -30.81 0 -71.76 0 0.998 0 7438.37 0 0 207 0 29.37 0 19.83 0 -21.35 0 -59.12 0 0.997 0 6293.68 0 0 208 0 29.37 0 16.45 0 -14.96 0 -50.58 0 0.996 0 5040.63 0 0 209 0 31.05 0 35.25 0 -10984.48 0 -15545.01 0 1.000 0 9852.52 0 0 210 0 31.05 0 31.86 0 -167.36 0 -269.26 0 1.000 0 9089.81 0 0 211 0 31.05 0 28.48 0 -76.37 0 -140.75 0 0.999 0 8221.96 0 0 212 0 31.05 0 25.09 0 -45.55 0 -97.23 0 0.999 0 7247.11 0 0 213 0 31.05 0 21.71 0 -29.97 0 -75.23 0 0.998 0 6169.10 0 0 214 0 31.05 0 18.32 0 -20.51 0 -61.87 0 0.997 0 4972.04 0 0 215 0 32.95 0 33.66 0 -10983.53 0 -16495.94 0 1.000 0 8672.12 0 ╚..........B............B............B............B............B............B.............╝ Section 8 Page 9 Output File: C:\PROJECTS\IONISL~1\REV0~1\H22P.gnd GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 5 -................../ 0 Output Data 0 2..................B........./ 0 Wall Height = 22.00 0 0 Wall Slope = 90.00 0 2..........G............G....B.......G............G............G............G............./ 0 0 0 0 0 0 0Force Req'd/ 0 0 Circle 0 Circle 0 Circle 0 Circle 0 Circle 0 Moment 0 Unit Wall 0 0 Number 0 X-Intercept0 Base Angle 0 X-Center 0 Y-Center 0 Ratio 0 Length 0 ╟TTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTTTV 0 216 0 32.95 0 30.27 0 -166.41 0 -285.07 0 1.000 0 7847.96 0 0 217 0 32.95 0 26.89 0 -75.42 0 -148.69 0 0.999 0 6921.03 0 0 218 0 32.95 0 23.50 0 -44.60 0 -102.51 0 1.000 0 5916.46 0 0 219 0 32.95 0 20.12 0 -29.02 0 -79.16 0 0.999 0 4761.63 0 0 220 0 32.95 0 16.73 0 -19.56 0 -64.98 0 0.998 0 3510.20 0 0 221 0 35.12 0 31.99 0 -10982.45 0 -17583.41 0 1.000 0 7329.72 0 0 222 0 35.12 0 28.60 0 -165.33 0 -303.15 0 1.000 0 6435.30 0 0 223 0 35.12 0 25.22 0 -74.33 0 -157.78 0 1.000 0 5446.15 0 0 224 0 35.12 0 21.83 0 -43.51 0 -108.55 0 0.999 0 4345.76 0 0 225 0 35.12 0 18.45 0 -27.93 0 -83.65 0 0.999 0 3142.67 0 0 226 0 35.12 0 15.06 0 -18.47 0 -68.54 0 1.000 0 1861.15 0 0 227 0 37.64 0 30.24 0 -10981.19 0 -18839.82 0 1.000 0 5787.17 0 0 228 0 37.64 0 26.85 0 -164.07 0 -324.03 0 1.000 0 4814.81 0 0 229 0 37.64 0 23.47 0 -73.07 0 -168.27 0 1.000 0 3742.17 0 0 230 0 37.64 0 20.08 0 -42.25 0 -115.52 0 1.000 0 2567.69 0 0 231 0 37.64 0 16.70 0 -26.67 0 -88.85 0 0.999 0 1290.46 0 0 232 0 40.57 0 28.40 0 -10979.72 0 -20308.91 0 1.000 0 3992.65 0 0 233 0 40.57 0 25.01 0 -162.60 0 -348.46 0 1.000 0 2920.72 0 0 234 0 40.57 0 21.63 0 -71.60 0 -180.54 0 1.000 0 1750.37 0 0 235 0 40.57 0 18.24 0 -40.79 0 -123.68 0 1.000 0 495.73 0 0 236 0 44.06 0 26.47 0 -10977.98 0 -22051.36 0 1.000 0 1874.97 0 0 237 0 44.06 0 23.08 0 -160.86 0 -377.43 0 1.000 0 681.35 0 ╚..........B............B............B............B............B............B.............╝ Section 8 Page 10 SECTION 9 Input File: C:\PROJECTS\IONISL~1\REV0~1\H22P-S.gni This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 1 -5 0 5 10 15 20 25 30 35 40 45 50 5 0 -5 -10 -15 -20 -25 Ionis Section 9 Page 1 SHORZ = ______ ft. (HORIZONTAL NAIL SPACING) SVERT = ______ ft. (VERTICAL NAIL SPACING) DBAR = ______ in. (BAR DIAMETER) GRADE____ DHOLE = _____ in. (DIAMETER OF DRILLED HOLE) SOIL NAIL DESIGN SECTION (H = ft. max) 6 VARIES 6 75___6 LOAD GROUP:_____ - (____________________)VII SEISMIC 22.0 Input File: C:\PROJECTS\IONISL~1\REV0~1\H22P-S.gni GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 1 Ionis .//////////////////////////0 1 General Data 1 3//////////////////////////╬/////////////////0 1 File Indentifier 1 H22P-S.GNI 1 1 Unit weight of water 1 62.4 1 1 Base depth for analysis 1 22.0 1 1 Seismic Coefficient 1 0.21 1 1 Minimum Base Exit Angle 1 15.0 1 1 X Search limit (left) 1 15.0 1 1 X Search limit (right) 1 60.0 1 1 Number of slip circles 1 250 1 1 No. of slip circle exits 1 30 1 ╚//////////////////////////C/////////////////╝ ./////////////////////////////////////////////////0 1 LRFD and Safety Factor Data 1 3/////////////////////////////////////////////////╬///////0 1 Analysis Mode: (L)RFD or (S)LD (specify L or S) 1 S 1 3/ SLD Safety and Strength Factors (mode S only) /╬///////E 1 FS for Soil Cohesion 1 1 1 1 FS for Soil Friction 1 1 1 1 Strength Factor for Head Strength 1 0.89 1 1 Strength Factor for Nail Tendon Strength 1 0.73 1 1 Strength Factor for Nail Pullout Resistance 1 0.67 1 3/ LRFD Load Factors (mode L only) ///////////////╬///////E 1 LF for Unit Weight of Water 1 1 1 1 LF for Unit Weight of Soil 1 1.35 1 1 LF for Surcharge Loads 1 1.75 1 1 LF for Seismic Loads 1 1 1 3/ LRFD Resistance Factors (mode L only) /////////╬///////E 1 RF for Soil Cohesion 1 1 1 1 RF for Soil Friction Angle 1 0.75 1 1 RF for Head Strength 1 0.9 1 1 RF for Nail Pullout Resistance 1 0.7 1 1 RF for Nail Tendon Strength 1 0.9 1 ╚/////////////////////////////////////////////////C///////╝ .//////////////////////////I//////////I///////////0 1 PIEZOMETRIC DATA 1 X-Value 1Piez. Level1 3//////////////////////////╬//////////╬///////////E 1 Point 1 1 1 1 1 Point 2 1 1 1 1 Point 3 1 1 1 1 Point 4 1 1 1 1 Point 5 1 1 1 1 Point 6 1 1 1 1 Point 7 1 1 1 1 Point 8 1 1 1 1 Point 9 1 1 1 1 Point 10 1 1 1 ╚//////////////////////////C//////////C///////////╝ Section 9 Page 2 Input File: C:\PROJECTS\IONISL~1\REV0~1\H22P-S.gni GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 2 .////////////////////////0 1 Nodal Data 1 3///////I///////I///////I╬///////I///////I///////II///////I///////I///////0 1Node No1X-Value1Y-Value11Node No1X-Value1Y-Value11Node No1X-Value1Y-Value1 3///////╬///////╬///////╬╬///////╬///////╬///////╬╬///////╬///////╬///////E 1 1 10 10 11 16 1 1 11 31 1 1 1 1 2 10.001 1-22 11 17 1 1 11 32 1 1 1 1 3 160 1-22 11 18 1 1 11 33 1 1 1 1 4 1 1 11 19 1 1 11 34 1 1 1 1 5 1 1 11 20 1 1 11 35 1 1 1 1 6 1 1 11 21 1 1 11 36 1 1 1 1 7 1 1 11 22 1 1 11 37 1 1 1 1 8 1 1 11 23 1 1 11 38 1 1 1 1 9 1 1 11 24 1 1 11 39 1 1 1 1 10 1 1 11 25 1 1 11 40 1 1 1 1 11 1 1 11 26 1 1 11 41 1 1 1 1 12 1 1 11 27 1 1 11 42 1 1 1 1 13 1 1 11 28 1 1 11 43 1 1 1 1 14 1 1 11 29 1 1 11 44 1 1 1 1 15 1 1 11 30 1 1 11 45 1 1 1 ╚///////C///////C///////CC///////C///////C///////CC///////C///////C///////╝ .///////////////////////////////////0 1 Wall Segment Data 1 3//////I//////I//////I//////I///////╬I//////I//////I//////I//////I///////0 1 Seg. 1 Node 1 Node 1 Soil 1Pullout11 Seg. 1 Node 1 Node 1 Soil 1Pullout1 1 No. 1 1 1 2 1 ID 1Res. ID11 No. 1 1 1 2 1 ID 1Res. ID1 3//////╬//////╬//////╬//////╬///////╬╬//////╬//////╬//////╬//////╬///////E 1 1 11 12 11 11 11 11 1 1 1 1 1 1 2 1 1 1 1 11 12 1 1 1 1 1 1 3 1 1 1 1 11 13 1 1 1 1 1 1 4 1 1 1 1 11 14 1 1 1 1 1 1 5 1 1 1 1 11 15 1 1 1 1 1 1 6 1 1 1 1 11 16 1 1 1 1 1 1 7 1 1 1 1 11 17 1 1 1 1 1 1 8 1 1 1 1 11 18 1 1 1 1 1 1 9 1 1 1 1 11 19 1 1 1 1 1 1 10 1 1 1 1 11 20 1 1 1 1 1 ╚//////C//////C//////C//////C///////CC//////C//////C//////C//////C///////╝ .///////////////////////////0 1 Surface Segment Data 1 3//////I//////I//////I//////╬I//////I//////I//////I//////0 1 Seg. 1 Node 1 Node 1 Soil 11 Seg. 1 Node 1 Node 1 Soil 1 1 No. 1 1 1 2 1 ID 11 No. 1 1 1 2 1 ID 1 3//////╬//////╬//////╬//////╬╬//////╬//////╬//////╬//////E 1 1 1 2 1 3 1 1 11 11 1 1 1 1 1 2 1 1 1 11 12 1 1 1 1 1 3 1 1 1 11 13 1 1 1 1 1 4 1 1 1 11 14 1 1 1 1 1 5 1 1 1 11 15 1 1 1 1 1 6 1 1 1 11 16 1 1 1 1 1 7 1 1 1 11 17 1 1 1 1 1 8 1 1 1 11 18 1 1 1 1 1 9 1 1 1 11 19 1 1 1 1 1 10 1 1 1 11 20 1 1 1 1 ╚//////C//////C//////C//////CC//////C//////C//////C//////╝ Section 9 Page 3 Input File: C:\PROJECTS\IONISL~1\REV0~1\H22P-S.gni GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 3 .///////////////////////////////////0 1 Internal Segment Data 1 3//////I//////I//////I//////I///////╬I//////I//////I//////I//////I///////0 1 Seg. 1 Node 1 Node 1 Soil 1Pullout11 Seg. 1 Node 1 Node 1 Soil 1Pullout1 1 No. 1 1 1 2 1 ID 1Res. ID11 No. 1 1 1 2 1 ID 1Res. ID1 3//////╬//////╬//////╬//////╬///////╬╬//////╬//////╬//////╬//////╬///////E 1 1 1 1 1 1 11 11 1 1 1 1 1 1 2 1 1 1 1 11 12 1 1 1 1 1 1 3 1 1 1 1 11 13 1 1 1 1 1 1 4 1 1 1 1 11 14 1 1 1 1 1 1 5 1 1 1 1 11 15 1 1 1 1 1 1 6 1 1 1 1 11 16 1 1 1 1 1 1 7 1 1 1 1 11 17 1 1 1 1 1 1 8 1 1 1 1 11 18 1 1 1 1 1 1 9 1 1 1 1 11 19 1 1 1 1 1 1 10 1 1 1 1 11 20 1 1 1 1 1 ╚//////C//////C//////C//////C///////CC//////C//////C//////C//////C///////╝ .////////////////////////////////////////0 1 Soil Strength & Pullout Resist. Data 1 3////////I///////I///////I///////I///////E 1Material1 1 1 Unit 1Pullout1 1 ID No. 1 c 1 ø 1 Weight1 Res. 1 3////////╬///////╬///////╬///////╬///////E 1 1 1 150 1 30 1 125 1 3393 1 1 2 1 1 1 1 1 1 3 1 1 1 1 1 1 4 1 1 1 1 1 1 5 1 1 1 1 1 1 6 1 1 1 1 1 1 7 1 1 1 1 1 1 8 1 1 1 1 1 1 9 1 1 1 1 1 1 10 1 1 1 1 1 1 11 1 1 1 1 1 1 12 1 1 1 1 1 1 13 1 1 1 1 1 1 14 1 1 1 1 1 ╚////////C///////C///////C///////C///////╝ .///////////////////////////////0 1 Surcharge Pressure Data 1 3///////I///////I///////I///////E 1Load No1X-value1 Vert. 1 Horiz.1 3///////╬///////╬///////╬///////E 1 1 1 2 1 0 1 0 1 1 2 1 22 1 300 1 0 1 1 3 1 1 1 1 1 4 1 1 1 1 1 5 1 1 1 1 1 6 1 1 1 1 1 7 1 1 1 1 1 8 1 1 1 1 1 9 1 1 1 1 1 10 1 1 1 1 ╚///////C///////C///////C///////╝ Section 9 Page 4 Input File: C:\PROJECTS\IONISL~1\REV0~1\H22P-S.gni GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 4 .//////////////////I/////////I////////I////////I////////I////////0 1 1 Nail 1 Nail 1 Tendon 1 Head 1 Fixed 1 1 Nail Data 1 Depth 1 Length 1Strength1Strength1 Nail? 1 3//////////////////╬/////////╬////////╬////////╬////////╬////////E 1 Nail Row 1 1 2.25 1 24 1 45000 1 69500 1 1 1 Nail Row 2 1 5.5 1 24 1 45000 1 69500 1 1 1 Nail Row 3 1 9.5 1 20 1 45000 1 69500 1 1 1 Nail Row 4 1 14.5 1 20 1 45000 1 69500 1 1 1 Nail Row 5 1 19.5 1 18 1 45000 1 69500 1 1 1 Nail Row 6 1 1 1 1 1 1 1 Nail Row 7 1 1 1 1 1 1 1 Nail Row 8 1 1 1 1 1 1 1 Nail Row 9 1 1 1 1 1 1 1 Nail Row 10 1 1 1 1 1 1 1 Nail Row 11 1 1 1 1 1 1 1 Nail Row 12 1 1 1 1 1 1 1 Nail Row 13 1 1 1 1 1 1 1 Nail Row 14 1 1 1 1 1 1 1 Nail Row 15 1 1 1 1 1 1 1//////////////////╬/////////╬////////C////////C////////C////////╝ 1 Horiz. Spacing 1 6 1 1 Nail Declination1 17 1 ╚//////////////////C/////////╝ Section 9 Page 5 Output File: C:\PROJECTS\IONISL~1\REV0~1\H22P-S.gnf GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 1 .//////////////////0 1 Global Stability 1 3//////////////////C/////////////////////////////////////////////////////////0 1 Minimum global safety factor = 1.275 for circle no. 223 1 ╚////////////////////////////////////////////////////////////////////////////╝ .//////////////////0 1 Output Data 1 3//////////////////C/////////0 1 Wall Height = 22.00 1 1 Wall Slope = 90.00 1 3//////////I////////////I////C///////I////////////I////////////I////////////I/////////////0 1 Circle 1 Circle 1 Circle 1 Circle 1 Circle 1 Moment 1 Factor of 1 1 Number 1 X-Intercept1 Base Angle 1 X-Center 1 Y-Center 1 Ratio 1 Safety 1 ╟SSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSSSU 1 1 1 15.03 1 55.56 1 -10992.49 1 -7537.64 1 1.000 1 1.61 1 1 2 1 15.03 1 52.18 1 -175.37 1 -136.13 1 1.006 1 1.57 1 1 3 1 15.03 1 48.79 1 -84.37 1 -73.87 1 1.009 1 1.54 1 1 4 1 15.03 1 45.41 1 -53.56 1 -52.78 1 1.009 1 1.54 1 1 5 1 15.03 1 42.02 1 -37.97 1 -42.12 1 1.001 1 1.55 1 1 6 1 15.03 1 38.64 1 -28.51 1 -35.65 1 1.002 1 1.54 1 1 7 1 15.03 1 35.25 1 -22.13 1 -31.27 1 1.004 1 1.53 1 1 8 1 15.03 1 31.87 1 -17.49 1 -28.10 1 1.006 1 1.53 1 1 9 1 15.03 1 28.48 1 -13.96 1 -25.69 1 1.009 1 1.53 1 1 10 1 15.03 1 25.10 1 -11.15 1 -23.77 1 1.002 1 1.58 1 1 11 1 15.03 1 21.71 1 -8.86 1 -22.20 1 1.003 1 1.61 1 1 12 1 15.32 1 55.05 1 -10992.34 1 -7683.15 1 1.000 1 1.60 1 1 13 1 15.32 1 51.66 1 -175.23 1 -138.55 1 1.006 1 1.56 1 1 14 1 15.32 1 48.28 1 -84.23 1 -75.08 1 1.009 1 1.53 1 1 15 1 15.32 1 44.89 1 -53.41 1 -53.59 1 1.010 1 1.53 1 1 16 1 15.32 1 41.51 1 -37.83 1 -42.72 1 1.001 1 1.54 1 1 17 1 15.32 1 38.12 1 -28.37 1 -36.12 1 1.003 1 1.53 1 1 18 1 15.32 1 34.74 1 -21.98 1 -31.67 1 1.004 1 1.53 1 1 19 1 15.32 1 31.35 1 -17.35 1 -28.44 1 1.007 1 1.52 1 1 20 1 15.32 1 27.97 1 -13.81 1 -25.97 1 1.010 1 1.52 1 1 21 1 15.32 1 24.58 1 -11.01 1 -24.01 1 1.002 1 1.57 1 1 22 1 15.32 1 21.20 1 -8.71 1 -22.41 1 1.003 1 1.61 1 1 23 1 15.67 1 54.45 1 -10992.17 1 -7855.32 1 1.000 1 1.58 1 1 24 1 15.67 1 51.06 1 -175.05 1 -141.41 1 1.006 1 1.55 1 1 25 1 15.67 1 47.68 1 -84.06 1 -76.52 1 1.009 1 1.53 1 1 26 1 15.67 1 44.29 1 -53.24 1 -54.54 1 1.010 1 1.52 1 1 27 1 15.67 1 40.91 1 -37.66 1 -43.43 1 1.002 1 1.53 1 1 28 1 15.67 1 37.52 1 -28.20 1 -36.69 1 1.003 1 1.52 1 1 29 1 15.67 1 34.14 1 -21.81 1 -32.13 1 1.004 1 1.52 1 1 30 1 15.67 1 30.76 1 -17.17 1 -28.83 1 1.007 1 1.52 1 1 31 1 15.67 1 27.37 1 -13.64 1 -26.31 1 1.010 1 1.52 1 1 32 1 15.67 1 23.99 1 -10.84 1 -24.31 1 1.002 1 1.57 1 1 33 1 15.67 1 20.60 1 -8.54 1 -22.67 1 1.003 1 1.61 1 1 34 1 16.03 1 53.82 1 -10991.99 1 -8038.88 1 1.000 1 1.57 1 1 35 1 16.03 1 50.44 1 -174.87 1 -144.47 1 1.006 1 1.53 1 1 36 1 16.03 1 47.05 1 -83.87 1 -78.05 1 1.009 1 1.51 1 1 37 1 16.03 1 43.67 1 -53.06 1 -55.56 1 1.010 1 1.50 1 1 38 1 16.03 1 40.28 1 -37.47 1 -44.19 1 1.002 1 1.52 1 1 39 1 16.03 1 36.90 1 -28.01 1 -37.29 1 1.003 1 1.51 1 1 40 1 16.03 1 33.51 1 -21.62 1 -32.62 1 1.005 1 1.51 1 1 41 1 16.03 1 30.13 1 -16.99 1 -29.24 1 1.007 1 1.51 1 1 42 1 16.03 1 26.74 1 -13.46 1 -26.66 1 1.002 1 1.53 1 1 43 1 16.03 1 23.36 1 -10.65 1 -24.62 1 1.002 1 1.56 1 1 44 1 16.03 1 19.97 1 -8.36 1 -22.94 1 1.003 1 1.60 1 1 45 1 16.43 1 53.16 1 -10991.79 1 -8234.81 1 1.000 1 1.56 1 1 46 1 16.43 1 49.78 1 -174.67 1 -147.72 1 1.006 1 1.52 1 1 47 1 16.43 1 46.39 1 -83.68 1 -79.69 1 1.009 1 1.50 1 1 48 1 16.43 1 43.01 1 -52.86 1 -56.65 1 1.010 1 1.49 1 1 49 1 16.43 1 39.62 1 -37.28 1 -45.00 1 1.002 1 1.51 1 1 50 1 16.43 1 36.24 1 -27.82 1 -37.93 1 1.003 1 1.50 1 1 51 1 16.43 1 32.85 1 -21.43 1 -33.15 1 1.005 1 1.50 1 1 52 1 16.43 1 29.47 1 -16.79 1 -29.69 1 1.007 1 1.50 1 1 53 1 16.43 1 26.08 1 -13.26 1 -27.05 1 1.002 1 1.53 1 1 54 1 16.43 1 22.70 1 -10.46 1 -24.95 1 1.002 1 1.56 1 1 55 1 16.43 1 19.31 1 -8.16 1 -23.24 1 1.003 1 1.60 1 1 56 1 16.85 1 52.47 1 -10991.58 1 -8444.20 1 1.000 1 1.54 1 ╚//////////C////////////C////////////C////////////C////////////C////////////C/////////////╝ Section 9 Page 6 Output File: C:\PROJECTS\IONISL~1\REV0~1\H22P-S.gnf GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 2 .//////////////////0 1 Output Data 1 3//////////////////C/////////0 1 Wall Height = 22.00 1 1 Wall Slope = 90.00 1 3//////////I////////////I////C///////I////////////I////////////I////////////I/////////////0 1 Circle 1 Circle 1 Circle 1 Circle 1 Circle 1 Moment 1 Factor of 1 1 Number 1 X-Intercept1 Base Angle 1 X-Center 1 Y-Center 1 Ratio 1 Safety 1 ╟SSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSSSU 1 57 1 16.85 1 49.08 1 -174.47 1 -151.20 1 1.006 1 1.51 1 1 58 1 16.85 1 45.70 1 -83.47 1 -81.44 1 1.009 1 1.49 1 1 59 1 16.85 1 42.31 1 -52.65 1 -57.81 1 1.010 1 1.48 1 1 60 1 16.85 1 38.93 1 -37.07 1 -45.87 1 1.002 1 1.49 1 1 61 1 16.85 1 35.54 1 -27.61 1 -38.62 1 1.004 1 1.49 1 1 62 1 16.85 1 32.16 1 -21.22 1 -33.72 1 1.005 1 1.49 1 1 63 1 16.85 1 28.77 1 -16.59 1 -30.16 1 1.007 1 1.50 1 1 64 1 16.85 1 25.39 1 -13.05 1 -27.45 1 1.010 1 1.50 1 1 65 1 16.85 1 22.00 1 -10.25 1 -25.30 1 1.002 1 1.55 1 1 66 1 16.85 1 18.62 1 -7.95 1 -23.55 1 1.003 1 1.59 1 1 67 1 16.85 1 15.23 1 -6.03 1 -22.07 1 1.003 1 1.64 1 1 68 1 17.29 1 51.74 1 -10991.36 1 -8668.29 1 1.000 1 1.53 1 1 69 1 17.29 1 48.35 1 -174.24 1 -154.93 1 1.006 1 1.50 1 1 70 1 17.29 1 44.97 1 -83.24 1 -83.31 1 1.009 1 1.48 1 1 71 1 17.29 1 41.58 1 -52.43 1 -59.06 1 1.001 1 1.49 1 1 72 1 17.29 1 38.20 1 -36.84 1 -46.79 1 1.002 1 1.48 1 1 73 1 17.29 1 34.81 1 -27.38 1 -39.35 1 1.004 1 1.48 1 1 74 1 17.29 1 31.43 1 -20.99 1 -34.32 1 1.006 1 1.48 1 1 75 1 17.29 1 28.04 1 -16.36 1 -30.67 1 1.008 1 1.49 1 1 76 1 17.29 1 24.66 1 -12.83 1 -27.89 1 1.002 1 1.52 1 1 77 1 17.29 1 21.28 1 -10.02 1 -25.68 1 1.002 1 1.55 1 1 78 1 17.29 1 17.89 1 -7.73 1 -23.88 1 1.003 1 1.58 1 1 79 1 17.77 1 50.97 1 -10991.12 1 -8908.46 1 1.000 1 1.51 1 1 80 1 17.77 1 47.59 1 -174.00 1 -158.92 1 1.006 1 1.48 1 1 81 1 17.77 1 44.20 1 -83.00 1 -85.32 1 1.009 1 1.46 1 1 82 1 17.77 1 40.82 1 -52.19 1 -60.39 1 1.002 1 1.47 1 1 83 1 17.77 1 37.44 1 -36.60 1 -47.79 1 1.003 1 1.47 1 1 84 1 17.77 1 34.05 1 -27.14 1 -40.14 1 1.004 1 1.47 1 1 85 1 17.77 1 30.67 1 -20.75 1 -34.97 1 1.006 1 1.47 1 1 86 1 17.77 1 27.28 1 -16.12 1 -31.22 1 1.008 1 1.48 1 1 87 1 17.77 1 23.90 1 -12.59 1 -28.36 1 1.002 1 1.51 1 1 88 1 17.77 1 20.51 1 -9.78 1 -26.09 1 1.002 1 1.54 1 1 89 1 17.77 1 17.13 1 -7.49 1 -24.24 1 1.003 1 1.58 1 1 90 1 18.29 1 50.17 1 -10990.86 1 -9166.28 1 1.000 1 1.50 1 1 91 1 18.29 1 46.79 1 -173.74 1 -163.21 1 1.006 1 1.47 1 1 92 1 18.29 1 43.40 1 -82.75 1 -87.47 1 1.009 1 1.45 1 1 93 1 18.29 1 40.02 1 -51.93 1 -61.82 1 1.010 1 1.44 1 1 94 1 18.29 1 36.63 1 -36.35 1 -48.85 1 1.003 1 1.45 1 1 95 1 18.29 1 33.25 1 -26.89 1 -40.98 1 1.004 1 1.46 1 1 96 1 18.29 1 29.86 1 -20.50 1 -35.66 1 1.006 1 1.46 1 1 97 1 18.29 1 26.48 1 -15.86 1 -31.81 1 1.008 1 1.47 1 1 98 1 18.29 1 23.09 1 -12.33 1 -28.86 1 1.002 1 1.51 1 1 99 1 18.29 1 19.71 1 -9.52 1 -26.53 1 1.002 1 1.53 1 1 100 1 18.29 1 16.32 1 -7.23 1 -24.62 1 1.003 1 1.57 1 1 101 1 18.84 1 49.33 1 -10990.58 1 -9443.55 1 1.000 1 1.48 1 1 102 1 18.84 1 45.94 1 -173.47 1 -167.82 1 1.006 1 1.45 1 1 103 1 18.84 1 42.56 1 -82.47 1 -89.79 1 1.009 1 1.43 1 1 104 1 18.84 1 39.17 1 -51.65 1 -63.36 1 1.010 1 1.42 1 1 105 1 18.84 1 35.79 1 -36.07 1 -50.00 1 1.003 1 1.44 1 1 106 1 18.84 1 32.41 1 -26.61 1 -41.89 1 1.004 1 1.44 1 1 107 1 18.84 1 29.02 1 -20.22 1 -36.41 1 1.006 1 1.45 1 1 108 1 18.84 1 25.64 1 -15.59 1 -32.44 1 1.008 1 1.46 1 1 109 1 18.84 1 22.25 1 -12.05 1 -29.40 1 1.002 1 1.50 1 1 110 1 18.84 1 18.87 1 -9.25 1 -27.00 1 1.002 1 1.52 1 1 111 1 18.84 1 15.48 1 -6.95 1 -25.03 1 1.002 1 1.56 1 1 112 1 19.44 1 48.44 1 -10990.29 1 -9742.30 1 1.000 1 1.47 1 1 113 1 19.44 1 45.06 1 -173.17 1 -172.79 1 1.006 1 1.44 1 1 114 1 19.44 1 41.67 1 -82.17 1 -92.28 1 1.009 1 1.41 1 1 115 1 19.44 1 38.29 1 -51.35 1 -65.02 1 1.002 1 1.43 1 1 116 1 19.44 1 34.91 1 -35.77 1 -51.23 1 1.003 1 1.43 1 1 117 1 19.44 1 31.52 1 -26.31 1 -42.87 1 1.005 1 1.43 1 ╚//////////C////////////C////////////C////////////C////////////C////////////C/////////////╝ Section 9 Page 7 Output File: C:\PROJECTS\IONISL~1\REV0~1\H22P-S.gnf GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 3 .//////////////////0 1 Output Data 1 3//////////////////C/////////0 1 Wall Height = 22.00 1 1 Wall Slope = 90.00 1 3//////////I////////////I////C///////I////////////I////////////I////////////I/////////////0 1 Circle 1 Circle 1 Circle 1 Circle 1 Circle 1 Moment 1 Factor of 1 1 Number 1 X-Intercept1 Base Angle 1 X-Center 1 Y-Center 1 Ratio 1 Safety 1 ╟SSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSSSU 1 118 1 19.44 1 28.14 1 -19.92 1 -37.21 1 1.006 1 1.44 1 1 119 1 19.44 1 24.75 1 -15.29 1 -33.11 1 1.009 1 1.45 1 1 120 1 19.44 1 21.37 1 -11.75 1 -29.99 1 1.002 1 1.49 1 1 121 1 19.44 1 17.98 1 -8.95 1 -27.51 1 1.002 1 1.51 1 1 122 1 20.09 1 47.52 1 -10989.96 1 -10064.92 1 1.000 1 1.45 1 1 123 1 20.09 1 44.13 1 -172.84 1 -178.15 1 1.006 1 1.42 1 1 124 1 20.09 1 40.75 1 -81.85 1 -94.98 1 1.009 1 1.40 1 1 125 1 20.09 1 37.36 1 -51.03 1 -66.81 1 1.002 1 1.41 1 1 126 1 20.09 1 33.98 1 -35.45 1 -52.57 1 1.004 1 1.41 1 1 127 1 20.09 1 30.59 1 -25.99 1 -43.92 1 1.004 1 1.42 1 1 128 1 20.09 1 27.21 1 -19.60 1 -38.08 1 1.006 1 1.43 1 1 129 1 20.09 1 23.82 1 -14.96 1 -33.85 1 1.008 1 1.44 1 1 130 1 20.09 1 20.44 1 -11.43 1 -30.62 1 1.002 1 1.48 1 1 131 1 20.09 1 17.05 1 -8.63 1 -28.05 1 1.002 1 1.50 1 1 132 1 20.79 1 46.54 1 -10989.61 1 -10414.12 1 1.000 1 1.43 1 1 133 1 20.79 1 43.16 1 -172.50 1 -183.95 1 1.006 1 1.40 1 1 134 1 20.79 1 39.77 1 -81.50 1 -97.89 1 1.009 1 1.38 1 1 135 1 20.79 1 36.39 1 -50.68 1 -68.75 1 1.003 1 1.40 1 1 136 1 20.79 1 33.00 1 -35.10 1 -54.01 1 1.004 1 1.40 1 1 137 1 20.79 1 29.62 1 -25.64 1 -45.07 1 1.005 1 1.40 1 1 138 1 20.79 1 26.23 1 -19.25 1 -39.02 1 1.006 1 1.41 1 1 139 1 20.79 1 22.85 1 -14.62 1 -34.64 1 1.009 1 1.43 1 1 140 1 20.79 1 19.46 1 -11.08 1 -31.30 1 1.001 1 1.47 1 1 141 1 20.79 1 16.08 1 -8.28 1 -28.65 1 1.002 1 1.49 1 1 142 1 21.54 1 45.52 1 -10989.24 1 -10793.10 1 1.000 1 1.42 1 1 143 1 21.54 1 42.13 1 -172.12 1 -190.25 1 1.006 1 1.38 1 1 144 1 21.54 1 38.75 1 -81.12 1 -101.06 1 1.009 1 1.37 1 1 145 1 21.54 1 35.36 1 -50.30 1 -70.85 1 1.002 1 1.38 1 1 146 1 21.54 1 31.98 1 -34.72 1 -55.58 1 1.004 1 1.38 1 1 147 1 21.54 1 28.59 1 -25.26 1 -46.31 1 1.005 1 1.39 1 1 148 1 21.54 1 25.21 1 -18.87 1 -40.04 1 1.006 1 1.40 1 1 149 1 21.54 1 21.82 1 -14.24 1 -35.50 1 1.008 1 1.42 1 1 150 1 21.54 1 18.44 1 -10.70 1 -32.04 1 1.001 1 1.46 1 1 151 1 21.54 1 15.05 1 -7.90 1 -29.29 1 1.002 1 1.48 1 1 152 1 22.37 1 44.44 1 -10988.82 1 -11205.59 1 1.000 1 1.40 1 1 153 1 22.37 1 41.06 1 -171.70 1 -197.11 1 1.006 1 1.37 1 1 154 1 22.37 1 37.67 1 -80.71 1 -104.51 1 1.009 1 1.35 1 1 155 1 22.37 1 34.29 1 -49.89 1 -73.14 1 1.003 1 1.37 1 1 156 1 22.37 1 30.90 1 -34.31 1 -57.28 1 1.004 1 1.37 1 1 157 1 22.37 1 27.52 1 -24.85 1 -47.66 1 1.006 1 1.38 1 1 158 1 22.37 1 24.13 1 -18.46 1 -41.16 1 1.006 1 1.40 1 1 159 1 22.37 1 20.75 1 -13.82 1 -36.44 1 1.008 1 1.41 1 1 160 1 22.37 1 17.36 1 -10.29 1 -32.84 1 1.001 1 1.45 1 1 161 1 23.27 1 43.31 1 -10988.37 1 -11656.03 1 1.000 1 1.39 1 1 162 1 23.27 1 39.93 1 -171.25 1 -204.60 1 1.006 1 1.36 1 1 163 1 23.27 1 36.54 1 -80.26 1 -108.27 1 1.009 1 1.35 1 1 164 1 23.27 1 33.16 1 -49.44 1 -75.64 1 1.003 1 1.36 1 1 165 1 23.27 1 29.77 1 -33.86 1 -59.15 1 1.005 1 1.36 1 1 166 1 23.27 1 26.39 1 -24.40 1 -49.13 1 1.007 1 1.37 1 1 167 1 23.27 1 23.00 1 -18.01 1 -42.37 1 1.009 1 1.39 1 1 168 1 23.27 1 19.62 1 -13.37 1 -37.46 1 1.010 1 1.41 1 1 169 1 23.27 1 16.23 1 -9.84 1 -33.72 1 1.001 1 1.45 1 1 170 1 24.26 1 42.13 1 -10987.88 1 -12149.68 1 1.000 1 1.38 1 1 171 1 24.26 1 38.74 1 -170.76 1 -212.81 1 1.006 1 1.35 1 1 172 1 24.26 1 35.36 1 -79.76 1 -112.39 1 1.009 1 1.34 1 1 173 1 24.26 1 31.97 1 -48.94 1 -78.38 1 1.002 1 1.35 1 1 174 1 24.26 1 28.59 1 -33.36 1 -61.19 1 1.005 1 1.36 1 1 175 1 24.26 1 25.20 1 -23.90 1 -50.75 1 1.007 1 1.36 1 1 176 1 24.26 1 21.82 1 -17.51 1 -43.70 1 1.009 1 1.38 1 1 177 1 24.26 1 18.43 1 -12.88 1 -38.59 1 1.001 1 1.42 1 1 178 1 24.26 1 15.05 1 -9.34 1 -34.68 1 1.001 1 1.44 1 ╚//////////C////////////C////////////C////////////C////////////C////////////C/////////////╝ Section 9 Page 8 Output File: C:\PROJECTS\IONISL~1\REV0~1\H22P-S.gnf GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 4 .//////////////////0 1 Output Data 1 3//////////////////C/////////0 1 Wall Height = 22.00 1 1 Wall Slope = 90.00 1 3//////////I////////////I////C///////I////////////I////////////I////////////I/////////////0 1 Circle 1 Circle 1 Circle 1 Circle 1 Circle 1 Moment 1 Factor of 1 1 Number 1 X-Intercept1 Base Angle 1 X-Center 1 Y-Center 1 Ratio 1 Safety 1 ╟SSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSSSU 1 179 1 25.34 1 40.88 1 -10987.33 1 -12692.89 1 1.000 1 1.37 1 1 180 1 25.34 1 37.50 1 -170.22 1 -221.84 1 1.006 1 1.34 1 1 181 1 25.34 1 34.11 1 -79.22 1 -116.93 1 1.009 1 1.33 1 1 182 1 25.34 1 30.73 1 -48.40 1 -81.40 1 1.003 1 1.34 1 1 183 1 25.34 1 27.34 1 -32.82 1 -63.43 1 1.004 1 1.35 1 1 184 1 25.34 1 23.96 1 -23.36 1 -52.53 1 1.007 1 1.36 1 1 185 1 25.34 1 20.57 1 -16.97 1 -45.16 1 1.009 1 1.37 1 1 186 1 25.34 1 17.19 1 -12.34 1 -39.82 1 1.001 1 1.41 1 1 187 1 26.54 1 39.57 1 -10986.74 1 -13293.36 1 1.000 1 1.36 1 1 188 1 26.54 1 36.19 1 -169.62 1 -231.82 1 1.006 1 1.33 1 1 189 1 26.54 1 32.80 1 -78.62 1 -121.94 1 1.009 1 1.32 1 1 190 1 26.54 1 29.42 1 -47.80 1 -84.73 1 1.003 1 1.33 1 1 191 1 26.54 1 26.03 1 -32.22 1 -65.92 1 1.005 1 1.34 1 1 192 1 26.54 1 22.65 1 -22.76 1 -54.49 1 1.008 1 1.35 1 1 193 1 26.54 1 19.26 1 -16.37 1 -46.78 1 1.001 1 1.38 1 1 194 1 26.54 1 15.88 1 -11.74 1 -41.18 1 1.001 1 1.40 1 1 195 1 27.88 1 38.20 1 -10986.07 1 -13960.54 1 1.000 1 1.35 1 1 196 1 27.88 1 34.82 1 -168.95 1 -242.91 1 1.006 1 1.32 1 1 197 1 27.88 1 31.43 1 -77.95 1 -127.52 1 1.009 1 1.31 1 1 198 1 27.88 1 28.05 1 -47.13 1 -88.44 1 1.003 1 1.32 1 1 199 1 27.88 1 24.66 1 -31.55 1 -68.67 1 1.005 1 1.33 1 1 200 1 27.88 1 21.28 1 -22.09 1 -56.68 1 1.007 1 1.34 1 1 201 1 27.88 1 17.89 1 -15.70 1 -48.58 1 1.001 1 1.37 1 1 202 1 29.37 1 36.76 1 -10985.32 1 -14706.16 1 1.000 1 1.34 1 1 203 1 29.37 1 33.37 1 -168.20 1 -255.31 1 1.006 1 1.31 1 1 204 1 29.37 1 29.99 1 -77.21 1 -133.74 1 1.009 1 1.30 1 1 205 1 29.37 1 26.60 1 -46.39 1 -92.57 1 1.003 1 1.32 1 1 206 1 29.37 1 23.22 1 -30.81 1 -71.76 1 1.005 1 1.32 1 1 207 1 29.37 1 19.83 1 -21.35 1 -59.12 1 1.007 1 1.33 1 1 208 1 29.37 1 16.45 1 -14.96 1 -50.58 1 1.009 1 1.34 1 1 209 1 31.05 1 35.25 1 -10984.48 1 -15545.01 1 1.000 1 1.33 1 1 210 1 31.05 1 31.86 1 -167.36 1 -269.26 1 1.006 1 1.30 1 1 211 1 31.05 1 28.48 1 -76.37 1 -140.75 1 1.010 1 1.29 1 1 212 1 31.05 1 25.09 1 -45.55 1 -97.23 1 1.003 1 1.31 1 1 213 1 31.05 1 21.71 1 -29.97 1 -75.23 1 1.005 1 1.31 1 1 214 1 31.05 1 18.32 1 -20.51 1 -61.87 1 1.006 1 1.32 1 1 215 1 32.95 1 33.66 1 -10983.53 1 -16495.94 1 1.000 1 1.32 1 1 216 1 32.95 1 30.27 1 -166.41 1 -285.07 1 1.006 1 1.29 1 1 217 1 32.95 1 26.89 1 -75.42 1 -148.69 1 1.009 1 1.28 1 1 218 1 32.95 1 23.50 1 -44.60 1 -102.51 1 1.004 1 1.30 1 1 219 1 32.95 1 20.12 1 -29.02 1 -79.16 1 1.004 1 1.30 1 1 220 1 32.95 1 16.73 1 -19.56 1 -64.98 1 1.006 1 1.31 1 1 221 1 35.12 1 31.99 1 -10982.45 1 -17583.41 1 1.000 1 1.31 1 1 222 1 35.12 1 28.60 1 -165.33 1 -303.15 1 1.006 1 1.29 1 1 223 1 35.12 1 25.22 1 -74.33 1 -157.78 1 1.010 1 1.27 1 1 224 1 35.12 1 21.83 1 -43.51 1 -108.55 1 1.003 1 1.30 1 1 225 1 35.12 1 18.45 1 -27.93 1 -83.65 1 1.004 1 1.31 1 1 226 1 35.12 1 15.06 1 -18.47 1 -68.54 1 1.006 1 1.32 1 1 227 1 37.64 1 30.24 1 -10981.19 1 -18839.82 1 1.000 1 1.30 1 1 228 1 37.64 1 26.85 1 -164.07 1 -324.03 1 1.006 1 1.28 1 1 229 1 37.64 1 23.47 1 -73.07 1 -168.27 1 1.009 1 1.28 1 1 230 1 37.64 1 20.08 1 -42.25 1 -115.52 1 1.002 1 1.31 1 1 231 1 37.64 1 16.70 1 -26.67 1 -88.85 1 1.003 1 1.32 1 1 232 1 40.57 1 28.40 1 -10979.72 1 -20308.91 1 1.000 1 1.31 1 1 233 1 40.57 1 25.01 1 -162.60 1 -348.46 1 1.006 1 1.30 1 1 234 1 40.57 1 21.63 1 -71.60 1 -180.54 1 1.009 1 1.30 1 1 235 1 40.57 1 18.24 1 -40.79 1 -123.68 1 1.010 1 1.30 1 1 236 1 44.06 1 26.47 1 -10977.98 1 -22051.36 1 1.000 1 1.33 1 1 237 1 44.06 1 23.08 1 -160.86 1 -377.43 1 1.006 1 1.32 1 1 238 1 44.06 1 19.70 1 -69.86 1 -195.10 1 1.009 1 1.31 1 1 239 1 44.06 1 16.31 1 -39.04 1 -133.35 1 1.009 1 1.33 1 ╚//////////C////////////C////////////C////////////C////////////C////////////C/////////////╝ Section 9 Page 9 Output File: C:\PROJECTS\IONISL~1\REV0~1\H22P-S.gnf GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 5 .//////////////////0 1 Output Data 1 3//////////////////C/////////0 1 Wall Height = 22.00 1 1 Wall Slope = 90.00 1 3//////////I////////////I////C///////I////////////I////////////I////////////I/////////////0 1 Circle 1 Circle 1 Circle 1 Circle 1 Circle 1 Moment 1 Factor of 1 1 Number 1 X-Intercept1 Base Angle 1 X-Center 1 Y-Center 1 Ratio 1 Safety 1 ╟SSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSSSU 1 240 1 48.26 1 24.44 1 -10975.88 1 -24153.79 1 1.000 1 1.35 1 1 241 1 48.26 1 21.05 1 -158.76 1 -412.38 1 1.006 1 1.34 1 1 242 1 48.26 1 17.67 1 -67.76 1 -212.66 1 1.009 1 1.35 1 1 243 1 53.45 1 22.31 1 -10973.28 1 -26744.43 1 1.000 1 1.38 1 1 244 1 53.45 1 18.92 1 -156.16 1 -455.45 1 1.006 1 1.38 1 1 245 1 53.45 1 15.54 1 -65.17 1 -234.30 1 1.009 1 1.41 1 1 246 1 60.00 1 20.07 1 -10970.01 1 -30021.49 1 1.000 1 1.44 1 1 247 1 60.00 1 16.69 1 -152.89 1 -509.93 1 1.006 1 1.45 1 ╚//////////C////////////C////////////C////////////C////////////C////////////C/////////////╝ Section 9 Page 10 SECTION 10 Input File: C:\PROJECTS\IONISL~1\REV0~1\H26P.gni This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 1 -10 0 10 20 30 40 50 60 5 0 -5 -10 -15 -20 -25 -30 Ionis Section 10 Page 1 LOAD GROUP:_____ - (____________________) SHORZ = ______ ft. (HORIZONTAL NAIL SPACING) SVERT = ______ ft. (VERTICAL NAIL SPACING) DBAR = ______ in. (BAR DIAMETER) GRADE____ DHOLE = _____ in. (DIAMETER OF DRILLED HOLE) SOIL NAIL DESIGN SECTION (H = ft. max) I STATIC 6 VARIES 6 75___6 26.0 Input File: C:\PROJECTS\IONISL~1\REV0~1\H26P.gni GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 1 Ionis .//////////////////////////0 1 General Data 1 3//////////////////////////╬/////////////////0 1 File Indentifier 1 H26P.GNI 1 1 Unit weight of water 1 62.4 1 1 Base depth for analysis 1 26.0 1 1 Seismic Coefficient 1 0.0 1 1 Minimum Base Exit Angle 1 15.0 1 1 X Search limit (left) 1 15.0 1 1 X Search limit (right) 1 75.0 1 1 Number of slip circles 1 250 1 1 No. of slip circle exits 1 30 1 ╚//////////////////////////C/////////////////╝ ./////////////////////////////////////////////////0 1 LRFD and Safety Factor Data 1 3/////////////////////////////////////////////////╬///////0 1 Analysis Mode: (L)RFD or (S)LD (specify L or S) 1 S 1 3/ SLD Safety and Strength Factors (mode S only) /╬///////E 1 FS for Soil Cohesion 1 1.5 1 1 FS for Soil Friction 1 1.5 1 1 Strength Factor for Head Strength 1 0.67 1 1 Strength Factor for Nail Tendon Strength 1 0.55 1 1 Strength Factor for Nail Pullout Resistance 1 0.5 1 3/ LRFD Load Factors (mode L only) ///////////////╬///////E 1 LF for Unit Weight of Water 1 1 1 1 LF for Unit Weight of Soil 1 1.35 1 1 LF for Surcharge Loads 1 1.75 1 1 LF for Seismic Loads 1 1 1 3/ LRFD Resistance Factors (mode L only) /////////╬///////E 1 RF for Soil Cohesion 1 1 1 1 RF for Soil Friction Angle 1 0.75 1 1 RF for Head Strength 1 0.9 1 1 RF for Nail Pullout Resistance 1 0.7 1 1 RF for Nail Tendon Strength 1 0.9 1 ╚/////////////////////////////////////////////////C///////╝ .//////////////////////////G//////////G///////////0 1 PIEZOMETRIC DATA 1 X-Value 1Piez. Level1 3//////////////////////////╬//////////╬///////////E 1 Point 1 1 1 1 1 Point 2 1 1 1 1 Point 3 1 1 1 1 Point 4 1 1 1 1 Point 5 1 1 1 1 Point 6 1 1 1 1 Point 7 1 1 1 1 Point 8 1 1 1 1 Point 9 1 1 1 1 Point 10 1 1 1 ╚//////////////////////////C//////////C///////////╝ Section 10 Page 2 Input File: C:\PROJECTS\IONISL~1\REV0~1\H26P.gni GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 2 .////////////////////////0 1 Nodal Data 1 3///////G///////G///////G╬///////G///////G///////GG///////G///////G///////0 1Node No1X-Value1Y-Value11Node No1X-Value1Y-Value11Node No1X-Value1Y-Value1 3///////╬///////╬///////╬╬///////╬///////╬///////╬╬///////╬///////╬///////E 1 1 10 10 11 16 1 1 11 31 1 1 1 1 2 10.001 1-26 11 17 1 1 11 32 1 1 1 1 3 175 1-26 11 18 1 1 11 33 1 1 1 1 4 1 1 11 19 1 1 11 34 1 1 1 1 5 1 1 11 20 1 1 11 35 1 1 1 1 6 1 1 11 21 1 1 11 36 1 1 1 1 7 1 1 11 22 1 1 11 37 1 1 1 1 8 1 1 11 23 1 1 11 38 1 1 1 1 9 1 1 11 24 1 1 11 39 1 1 1 1 10 1 1 11 25 1 1 11 40 1 1 1 1 11 1 1 11 26 1 1 11 41 1 1 1 1 12 1 1 11 27 1 1 11 42 1 1 1 1 13 1 1 11 28 1 1 11 43 1 1 1 1 14 1 1 11 29 1 1 11 44 1 1 1 1 15 1 1 11 30 1 1 11 45 1 1 1 ╚///////C///////C///////CC///////C///////C///////CC///////C///////C///////╝ .///////////////////////////////////0 1 Wall Segment Data 1 3//////G//////G//////G//////G///////╬G//////G//////G//////G//////G///////0 1 Seg. 1 Node 1 Node 1 Soil 1Pullout11 Seg. 1 Node 1 Node 1 Soil 1Pullout1 1 No. 1 1 1 2 1 ID 1Res. ID11 No. 1 1 1 2 1 ID 1Res. ID1 3//////╬//////╬//////╬//////╬///////╬╬//////╬//////╬//////╬//////╬///////E 1 1 11 12 11 11 11 11 1 1 1 1 1 1 2 1 1 1 1 11 12 1 1 1 1 1 1 3 1 1 1 1 11 13 1 1 1 1 1 1 4 1 1 1 1 11 14 1 1 1 1 1 1 5 1 1 1 1 11 15 1 1 1 1 1 1 6 1 1 1 1 11 16 1 1 1 1 1 1 7 1 1 1 1 11 17 1 1 1 1 1 1 8 1 1 1 1 11 18 1 1 1 1 1 1 9 1 1 1 1 11 19 1 1 1 1 1 1 10 1 1 1 1 11 20 1 1 1 1 1 ╚//////C//////C//////C//////C///////CC//////C//////C//////C//////C///////╝ .///////////////////////////0 1 Surface Segment Data 1 3//////G//////G//////G//////╬G//////G//////G//////G//////0 1 Seg. 1 Node 1 Node 1 Soil 11 Seg. 1 Node 1 Node 1 Soil 1 1 No. 1 1 1 2 1 ID 11 No. 1 1 1 2 1 ID 1 3//////╬//////╬//////╬//////╬╬//////╬//////╬//////╬//////E 1 1 1 2 1 3 1 1 11 11 1 1 1 1 1 2 1 1 1 11 12 1 1 1 1 1 3 1 1 1 11 13 1 1 1 1 1 4 1 1 1 11 14 1 1 1 1 1 5 1 1 1 11 15 1 1 1 1 1 6 1 1 1 11 16 1 1 1 1 1 7 1 1 1 11 17 1 1 1 1 1 8 1 1 1 11 18 1 1 1 1 1 9 1 1 1 11 19 1 1 1 1 1 10 1 1 1 11 20 1 1 1 1 ╚//////C//////C//////C//////CC//////C//////C//////C//////╝ Section 10 Page 3 Input File: C:\PROJECTS\IONISL~1\REV0~1\H26P.gni GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 3 .///////////////////////////////////0 1 Internal Segment Data 1 3//////G//////G//////G//////G///////╬G//////G//////G//////G//////G///////0 1 Seg. 1 Node 1 Node 1 Soil 1Pullout11 Seg. 1 Node 1 Node 1 Soil 1Pullout1 1 No. 1 1 1 2 1 ID 1Res. ID11 No. 1 1 1 2 1 ID 1Res. ID1 3//////╬//////╬//////╬//////╬///////╬╬//////╬//////╬//////╬//////╬///////E 1 1 1 1 1 1 11 11 1 1 1 1 1 1 2 1 1 1 1 11 12 1 1 1 1 1 1 3 1 1 1 1 11 13 1 1 1 1 1 1 4 1 1 1 1 11 14 1 1 1 1 1 1 5 1 1 1 1 11 15 1 1 1 1 1 1 6 1 1 1 1 11 16 1 1 1 1 1 1 7 1 1 1 1 11 17 1 1 1 1 1 1 8 1 1 1 1 11 18 1 1 1 1 1 1 9 1 1 1 1 11 19 1 1 1 1 1 1 10 1 1 1 1 11 20 1 1 1 1 1 ╚//////C//////C//////C//////C///////CC//////C//////C//////C//////C///////╝ .////////////////////////////////////////0 1 Soil Strength & Pullout Resist. Data 1 3////////G///////G///////G///////G///////E 1Material1 1 1 Unit 1Pullout1 1 ID No. 1 c 1 ø 1 Weight1 Res. 1 3////////╬///////╬///////╬///////╬///////E 1 1 1 250 1 38 1 125 1 4976 1 1 2 1 1 1 1 1 1 3 1 1 1 1 1 1 4 1 1 1 1 1 1 5 1 1 1 1 1 1 6 1 1 1 1 1 1 7 1 1 1 1 1 1 8 1 1 1 1 1 1 9 1 1 1 1 1 1 10 1 1 1 1 1 1 11 1 1 1 1 1 1 12 1 1 1 1 1 1 13 1 1 1 1 1 1 14 1 1 1 1 1 ╚////////C///////C///////C///////C///////╝ .///////////////////////////////0 1 Surcharge Pressure Data 1 3///////G///////G///////G///////E 1Load No1X-value1 Vert. 1 Horiz.1 3///////╬///////╬///////╬///////E 1 1 1 2 1 0 1 0 1 1 2 1 22 1 300 1 0 1 1 3 1 1 1 1 1 4 1 1 1 1 1 5 1 1 1 1 1 6 1 1 1 1 1 7 1 1 1 1 1 8 1 1 1 1 1 9 1 1 1 1 1 10 1 1 1 1 ╚///////C///////C///////C///////╝ Section 10 Page 4 Input File: C:\PROJECTS\IONISL~1\REV0~1\H26P.gni GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 4 .//////////////////G/////////G////////G////////G////////G////////0 1 1 Nail 1 Nail 1 Tendon 1 Head 1 Fixed 1 1 Nail Data 1 Depth 1 Length 1Strength1Strength1 Nail? 1 3//////////////////╬/////////╬////////╬////////╬////////╬////////E 1 Nail Row 1 1 2.75 1 25 1 45000 1 69500 1 1 1 Nail Row 2 1 7.75 1 22 1 45000 1 69500 1 1 1 Nail Row 3 1 12.75 1 18 1 45000 1 69500 1 1 1 Nail Row 4 1 17.75 1 15 1 45000 1 69500 1 1 1 Nail Row 5 1 22.75 1 15 1 45000 1 69500 1 1 1 Nail Row 6 1 1 1 1 1 1 1 Nail Row 7 1 1 1 1 1 1 1 Nail Row 8 1 1 1 1 1 1 1 Nail Row 9 1 1 1 1 1 1 1 Nail Row 10 1 1 1 1 1 1 1 Nail Row 11 1 1 1 1 1 1 1 Nail Row 12 1 1 1 1 1 1 1 Nail Row 13 1 1 1 1 1 1 1 Nail Row 14 1 1 1 1 1 1 1 Nail Row 15 1 1 1 1 1 1 1//////////////////╬/////////╬////////C////////C////////C////////╝ 1 Horiz. Spacing 1 6 1 1 Nail Declination1 17 1 ╚//////////////////C/////////╝ Section 10 Page 5 Output File: C:\PROJECTS\IONISL~1\REV0~1\H26P.gnd GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 1 .//////////////////0 1 Design Data 1 3//////////////////C////////////////////////////0 1 Nail Head Factor = 1.00 for circle no 203 1 1 Nail Length Factor = 0.87 for circle no 94 1 3////////////G/////////////G////////////////////E 1 1 1 Required Nail 1 1 Nail No. 1 Circle No 1 Tendon Strength 1 ╟TTTTTTTTTTTT╫TTTTTTTTTTTTT╫TTTTTTTTTTTTTTTTTTTTV 1 1 1 2 1 37826.08 1 1 2 1 1 1 37389.63 1 1 3 1 1 1 33859.53 1 1 4 1 10 1 33674.31 1 1 5 1 116 1 44440.14 1 3////////////╬/////////////╬////////////////////E 1 1 1 Required 1 1 Nail No. 1 Circle No 1 Nail Length 1 ╟TTTTTTTTTTTT╫TTTTTTTTTTTTT╫TTTTTTTTTTTTTTTTTTTTV 1 1 1 1 21.87 1 1 2 1 1 19.25 1 1 3 1 1 15.75 1 1 4 1 1 13.12 1 1 5 1 1 13.12 1 ╚////////////C/////////////C////////////////////╝ .//////////////////0 1 Output Data 1 3//////////////////C/////////0 1 Wall Height = 26.00 1 1 Wall Slope = 90.00 1 3//////////G////////////G////C///////G////////////G////////////G////////////G/////////////0 1 1 1 1 1 1 1Force Req'd/ 1 1 Circle 1 Circle 1 Circle 1 Circle 1 Circle 1 Moment 1 Unit Wall 1 1 Number 1 X-Intercept1 Base Angle 1 X-Center 1 Y-Center 1 Ratio 1 Length 1 ╟TTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTTTV 1 1 1 15.03 1 59.86 1 -12992.49 1 -7542.85 1 1.000 1 16518.97 1 1 2 1 15.03 1 56.41 1 -204.28 1 -135.67 1 0.999 1 16615.29 1 1 3 1 15.03 1 52.95 1 -98.86 1 -74.61 1 0.999 1 16555.89 1 1 4 1 15.03 1 49.50 1 -63.16 1 -53.93 1 0.998 1 16366.37 1 1 5 1 15.03 1 46.04 1 -45.11 1 -43.48 1 0.999 1 16099.19 1 1 6 1 15.03 1 42.59 1 -34.15 1 -37.12 1 0.999 1 15695.26 1 1 7 1 15.03 1 39.13 1 -26.74 1 -32.83 1 1.000 1 15199.17 1 1 8 1 15.03 1 35.67 1 -21.36 1 -29.72 1 1.002 1 14521.18 1 1 9 1 15.03 1 32.22 1 -17.26 1 -27.34 1 1.004 1 13470.66 1 1 10 1 15.40 1 59.26 1 -12992.31 1 -7725.28 1 1.000 1 16460.54 1 1 11 1 15.40 1 55.81 1 -204.09 1 -138.64 1 0.999 1 16525.69 1 1 12 1 15.40 1 52.35 1 -98.68 1 -76.10 1 0.999 1 16432.22 1 1 13 1 15.40 1 48.90 1 -62.98 1 -54.92 1 0.998 1 16207.96 1 1 14 1 15.40 1 45.44 1 -44.93 1 -44.21 1 0.998 1 15884.22 1 1 15 1 15.40 1 41.99 1 -33.96 1 -37.71 1 0.999 1 15446.17 1 1 16 1 15.40 1 38.53 1 -26.55 1 -33.31 1 1.000 1 14907.93 1 1 17 1 15.40 1 35.08 1 -21.18 1 -30.12 1 1.002 1 14234.42 1 1 18 1 15.40 1 31.62 1 -17.07 1 -27.69 1 1.003 1 13157.76 1 1 19 1 15.82 1 58.58 1 -12992.10 1 -7937.98 1 1.000 1 16377.84 1 1 20 1 15.82 1 55.12 1 -203.88 1 -142.10 1 0.999 1 16409.23 1 1 21 1 15.82 1 51.66 1 -98.47 1 -77.84 1 0.999 1 16281.09 1 1 22 1 15.82 1 48.21 1 -62.77 1 -56.08 1 0.998 1 16011.35 1 1 23 1 15.82 1 44.75 1 -44.71 1 -45.07 1 0.998 1 15637.84 1 1 24 1 15.82 1 41.30 1 -33.75 1 -38.39 1 0.999 1 15162.85 1 1 25 1 15.82 1 37.84 1 -26.34 1 -33.87 1 1.000 1 14538.31 1 1 26 1 15.82 1 34.39 1 -20.97 1 -30.60 1 1.002 1 13814.83 1 1 27 1 15.82 1 30.93 1 -16.86 1 -28.09 1 1.003 1 12758.12 1 1 28 1 15.82 1 27.48 1 -13.60 1 -26.11 1 1.005 1 11325.43 1 1 29 1 16.28 1 57.85 1 -12991.87 1 -8164.71 1 1.000 1 16273.46 1 1 30 1 16.28 1 54.40 1 -203.65 1 -145.80 1 0.999 1 16270.21 1 1 31 1 16.28 1 50.94 1 -98.24 1 -79.70 1 0.999 1 16108.81 1 1 32 1 16.28 1 47.49 1 -62.54 1 -57.31 1 0.998 1 15800.33 1 1 33 1 16.28 1 44.03 1 -44.49 1 -45.99 1 0.998 1 15352.44 1 1 34 1 16.28 1 40.58 1 -33.52 1 -39.12 1 0.999 1 14814.57 1 1 35 1 16.28 1 37.12 1 -26.11 1 -34.47 1 1.000 1 14144.01 1 ╚//////////C////////////C////////////C////////////C////////////C////////////C/////////////╝ Section 10 Page 6 Output File: C:\PROJECTS\IONISL~1\REV0~1\H26P.gnd GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 2 .//////////////////0 1 Output Data 1 3//////////////////C/////////0 1 Wall Height = 26.00 1 1 Wall Slope = 90.00 1 3//////////G////////////G////C///////G////////////G////////////G////////////G/////////////0 1 1 1 1 1 1 1Force Req'd/ 1 1 Circle 1 Circle 1 Circle 1 Circle 1 Circle 1 Moment 1 Unit Wall 1 1 Number 1 X-Intercept1 Base Angle 1 X-Center 1 Y-Center 1 Ratio 1 Length 1 ╟TTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTTTV 1 36 1 16.28 1 33.67 1 -20.74 1 -31.10 1 1.001 1 13345.09 1 1 37 1 16.28 1 30.21 1 -16.63 1 -28.53 1 1.003 1 12291.73 1 1 38 1 16.28 1 26.75 1 -13.38 1 -26.48 1 1.004 1 10810.42 1 1 39 1 16.76 1 57.09 1 -12991.63 1 -8406.66 1 1.000 1 16144.74 1 1 40 1 16.76 1 53.64 1 -203.41 1 -149.74 1 0.999 1 16099.83 1 1 41 1 16.76 1 50.18 1 -98.00 1 -81.68 1 0.999 1 15904.50 1 1 42 1 16.76 1 46.73 1 -62.30 1 -58.63 1 0.998 1 15553.75 1 1 43 1 16.76 1 43.27 1 -44.25 1 -46.97 1 0.998 1 15058.88 1 1 44 1 16.76 1 39.82 1 -33.28 1 -39.89 1 0.998 1 14431.26 1 1 45 1 16.76 1 36.36 1 -25.87 1 -35.11 1 0.999 1 13713.92 1 1 46 1 16.76 1 32.91 1 -20.50 1 -31.64 1 1.001 1 12851.19 1 1 47 1 16.76 1 29.45 1 -16.39 1 -28.99 1 1.002 1 11789.84 1 1 48 1 16.76 1 26.00 1 -13.13 1 -26.88 1 1.004 1 10267.90 1 1 49 1 17.28 1 56.30 1 -12991.37 1 -8665.21 1 1.000 1 15988.78 1 1 50 1 17.28 1 52.84 1 -203.15 1 -153.95 1 0.999 1 15910.97 1 1 51 1 17.28 1 49.39 1 -97.74 1 -83.79 1 0.999 1 15676.64 1 1 52 1 17.28 1 45.93 1 -62.04 1 -60.03 1 0.998 1 15281.35 1 1 53 1 17.28 1 42.48 1 -43.99 1 -48.02 1 0.998 1 14725.21 1 1 54 1 17.28 1 39.02 1 -33.02 1 -40.72 1 0.998 1 14027.66 1 1 55 1 17.28 1 35.56 1 -25.61 1 -35.79 1 0.999 1 13250.04 1 1 56 1 17.28 1 32.11 1 -20.24 1 -32.21 1 1.000 1 12337.75 1 1 57 1 17.28 1 28.65 1 -16.13 1 -29.48 1 1.002 1 11248.30 1 1 58 1 17.28 1 25.20 1 -12.88 1 -27.31 1 1.003 1 9687.81 1 1 59 1 17.83 1 55.46 1 -12991.09 1 -8941.90 1 1.000 1 15802.25 1 1 60 1 17.83 1 52.00 1 -202.88 1 -158.46 1 0.999 1 15686.28 1 1 61 1 17.83 1 48.55 1 -97.46 1 -86.06 1 0.999 1 15409.39 1 1 62 1 17.83 1 45.09 1 -61.77 1 -61.54 1 0.998 1 14960.79 1 1 63 1 17.83 1 41.64 1 -43.71 1 -49.14 1 0.998 1 14348.59 1 1 64 1 17.83 1 38.18 1 -32.75 1 -41.61 1 0.997 1 13589.59 1 1 65 1 17.83 1 34.73 1 -25.34 1 -36.52 1 0.998 1 12727.85 1 1 66 1 17.83 1 31.27 1 -19.96 1 -32.83 1 0.999 1 11752.19 1 1 67 1 17.83 1 27.82 1 -15.86 1 -30.01 1 1.001 1 10637.66 1 1 68 1 17.83 1 24.36 1 -12.60 1 -27.77 1 1.002 1 9026.10 1 1 69 1 18.43 1 54.58 1 -12990.79 1 -9238.45 1 1.000 1 15581.32 1 1 70 1 18.43 1 51.13 1 -202.58 1 -163.29 1 0.999 1 15426.85 1 1 71 1 18.43 1 47.67 1 -97.17 1 -88.48 1 0.999 1 15102.56 1 1 72 1 18.43 1 44.22 1 -61.47 1 -63.15 1 0.998 1 14602.48 1 1 73 1 18.43 1 40.76 1 -43.41 1 -50.34 1 0.998 1 13940.37 1 1 74 1 18.43 1 37.30 1 -32.45 1 -42.56 1 0.998 1 13133.62 1 1 75 1 18.43 1 33.85 1 -25.04 1 -37.30 1 0.997 1 12175.62 1 1 76 1 18.43 1 30.39 1 -19.67 1 -33.48 1 0.999 1 11141.86 1 1 77 1 18.43 1 26.94 1 -15.56 1 -30.57 1 1.000 1 9953.12 1 1 78 1 18.43 1 23.48 1 -12.30 1 -28.26 1 1.001 1 8341.80 1 1 79 1 18.43 1 20.03 1 -9.64 1 -26.37 1 1.001 1 6328.13 1 1 80 1 19.06 1 53.66 1 -12990.48 1 -9556.87 1 1.000 1 15321.72 1 1 81 1 19.06 1 50.20 1 -202.26 1 -168.48 1 0.999 1 15133.16 1 1 82 1 19.06 1 46.75 1 -96.85 1 -91.09 1 0.999 1 14745.19 1 1 83 1 19.06 1 43.29 1 -61.15 1 -64.88 1 0.998 1 14187.97 1 1 84 1 19.06 1 39.84 1 -43.10 1 -51.63 1 0.998 1 13478.29 1 1 85 1 19.06 1 36.38 1 -32.13 1 -43.58 1 0.997 1 12606.81 1 1 86 1 19.06 1 32.93 1 -24.72 1 -38.14 1 0.997 1 11602.30 1 1 87 1 19.06 1 29.47 1 -19.35 1 -34.19 1 0.997 1 10440.83 1 1 88 1 19.06 1 26.02 1 -15.24 1 -31.18 1 0.999 1 9199.10 1 1 89 1 19.06 1 22.56 1 -11.98 1 -28.79 1 1.000 1 7608.93 1 1 90 1 19.06 1 19.11 1 -9.32 1 -26.83 1 0.999 1 5515.75 1 1 91 1 19.75 1 52.69 1 -12990.13 1 -9899.42 1 1.000 1 15018.67 1 1 92 1 19.75 1 49.23 1 -201.92 1 -174.06 1 0.999 1 14784.92 1 1 93 1 19.75 1 45.78 1 -96.51 1 -93.89 1 0.999 1 14354.95 1 1 94 1 19.75 1 42.32 1 -60.81 1 -66.74 1 0.998 1 13732.08 1 1 95 1 19.75 1 38.87 1 -42.75 1 -53.01 1 0.997 1 12949.76 1 ╚//////////C////////////C////////////C////////////C////////////C////////////C/////////////╝ Section 10 Page 7 Output File: C:\PROJECTS\IONISL~1\REV0~1\H26P.gnd GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 3 .//////////////////0 1 Output Data 1 3//////////////////C/////////0 1 Wall Height = 26.00 1 1 Wall Slope = 90.00 1 3//////////G////////////G////C///////G////////////G////////////G////////////G/////////////0 1 1 1 1 1 1 1Force Req'd/ 1 1 Circle 1 Circle 1 Circle 1 Circle 1 Circle 1 Moment 1 Unit Wall 1 1 Number 1 X-Intercept1 Base Angle 1 X-Center 1 Y-Center 1 Ratio 1 Length 1 ╟TTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTTTV 1 96 1 19.75 1 35.41 1 -31.79 1 -44.68 1 0.997 1 12033.56 1 1 97 1 19.75 1 31.96 1 -24.38 1 -39.04 1 0.997 1 10959.12 1 1 98 1 19.75 1 28.50 1 -19.00 1 -34.95 1 0.997 1 9731.72 1 1 99 1 19.75 1 25.05 1 -14.90 1 -31.83 1 0.998 1 8403.87 1 1 100 1 19.75 1 21.59 1 -11.64 1 -29.35 1 0.998 1 6745.46 1 1 101 1 19.75 1 18.14 1 -8.98 1 -27.33 1 0.998 1 4643.00 1 1 102 1 20.49 1 51.67 1 -12989.76 1 -10268.70 1 1.000 1 14666.40 1 1 103 1 20.49 1 48.22 1 -201.55 1 -180.07 1 0.999 1 14389.46 1 1 104 1 20.49 1 44.76 1 -96.14 1 -96.91 1 0.999 1 13912.86 1 1 105 1 20.49 1 41.31 1 -60.44 1 -68.75 1 0.998 1 13229.94 1 1 106 1 20.49 1 37.85 1 -42.38 1 -54.51 1 0.997 1 12392.57 1 1 107 1 20.49 1 34.40 1 -31.42 1 -45.86 1 0.997 1 11391.46 1 1 108 1 20.49 1 30.94 1 -24.01 1 -40.01 1 0.996 1 10269.40 1 1 109 1 20.49 1 27.49 1 -18.64 1 -35.77 1 0.996 1 8972.11 1 1 110 1 20.49 1 24.03 1 -14.53 1 -32.53 1 0.996 1 7506.89 1 1 111 1 20.49 1 20.57 1 -11.27 1 -29.96 1 0.997 1 5854.47 1 1 112 1 20.49 1 17.12 1 -8.61 1 -27.86 1 0.996 1 3711.38 1 1 113 1 21.28 1 50.60 1 -12989.37 1 -10667.76 1 1.000 1 14258.60 1 1 114 1 21.28 1 47.15 1 -201.15 1 -186.57 1 0.999 1 13935.79 1 1 115 1 21.28 1 43.69 1 -95.74 1 -100.18 1 0.999 1 13404.96 1 1 116 1 21.28 1 40.24 1 -60.04 1 -70.92 1 0.998 1 12682.57 1 1 117 1 21.28 1 36.78 1 -41.98 1 -56.12 1 0.997 1 11761.90 1 1 118 1 21.28 1 33.33 1 -31.02 1 -47.14 1 0.997 1 10700.57 1 1 119 1 21.28 1 29.87 1 -23.61 1 -41.06 1 0.996 1 9497.00 1 1 120 1 21.28 1 26.42 1 -18.24 1 -36.66 1 0.996 1 8165.51 1 1 121 1 21.28 1 22.96 1 -14.13 1 -33.29 1 0.995 1 6611.14 1 1 122 1 21.28 1 19.51 1 -10.87 1 -30.62 1 0.994 1 4832.82 1 1 123 1 21.28 1 16.05 1 -8.21 1 -28.44 1 0.994 1 2675.47 1 1 124 1 22.15 1 49.48 1 -12988.93 1 -11100.11 1 1.000 1 13766.10 1 1 125 1 22.15 1 46.03 1 -200.72 1 -193.62 1 0.999 1 13390.60 1 1 126 1 22.15 1 42.57 1 -95.31 1 -103.72 1 0.999 1 12819.74 1 1 127 1 22.15 1 39.12 1 -59.61 1 -73.27 1 0.998 1 12028.59 1 1 128 1 22.15 1 35.66 1 -41.55 1 -57.87 1 0.997 1 11062.04 1 1 129 1 22.15 1 32.21 1 -30.59 1 -48.52 1 0.997 1 9919.81 1 1 130 1 22.15 1 28.75 1 -23.18 1 -42.20 1 0.996 1 8645.01 1 1 131 1 22.15 1 25.30 1 -17.80 1 -37.62 1 0.995 1 7204.76 1 1 132 1 22.15 1 21.84 1 -13.70 1 -34.12 1 0.994 1 5577.50 1 1 133 1 22.15 1 18.39 1 -10.44 1 -31.34 1 0.993 1 3753.63 1 1 134 1 23.09 1 48.31 1 -12988.46 1 -11569.90 1 1.000 1 13097.78 1 1 135 1 23.09 1 44.85 1 -200.25 1 -201.27 1 1.000 1 12662.49 1 1 136 1 23.09 1 41.40 1 -94.84 1 -107.56 1 0.999 1 12038.44 1 1 137 1 23.09 1 37.94 1 -59.14 1 -75.82 1 0.998 1 11205.94 1 1 138 1 23.09 1 34.48 1 -41.08 1 -59.77 1 0.998 1 10177.92 1 1 139 1 23.09 1 31.03 1 -30.12 1 -50.03 1 0.997 1 8965.79 1 1 140 1 23.09 1 27.57 1 -22.71 1 -43.44 1 0.996 1 7598.00 1 1 141 1 23.09 1 24.12 1 -17.33 1 -38.66 1 0.995 1 6092.97 1 1 142 1 23.09 1 20.66 1 -13.23 1 -35.01 1 0.994 1 4383.32 1 1 143 1 23.09 1 17.21 1 -9.97 1 -32.12 1 0.992 1 2444.50 1 1 144 1 24.11 1 47.07 1 -12987.95 1 -12082.02 1 1.000 1 12354.92 1 1 145 1 24.11 1 43.61 1 -199.74 1 -209.61 1 0.999 1 11853.49 1 1 146 1 24.11 1 40.16 1 -94.32 1 -111.75 1 0.999 1 11170.17 1 1 147 1 24.11 1 36.70 1 -58.62 1 -78.61 1 0.999 1 10285.30 1 1 148 1 24.11 1 33.25 1 -40.57 1 -61.85 1 0.998 1 9217.81 1 1 149 1 24.11 1 29.79 1 -29.61 1 -51.67 1 0.997 1 7927.90 1 1 150 1 24.11 1 26.34 1 -22.20 1 -44.79 1 0.996 1 6486.07 1 1 151 1 24.11 1 22.88 1 -16.82 1 -39.80 1 0.995 1 4881.84 1 1 152 1 24.11 1 19.43 1 -12.72 1 -35.99 1 0.994 1 3130.83 1 1 153 1 24.11 1 15.97 1 -9.46 1 -32.96 1 0.992 1 1141.38 1 1 154 1 25.23 1 45.77 1 -12987.39 1 -12642.33 1 1.000 1 11527.18 1 1 155 1 25.23 1 42.32 1 -199.18 1 -218.74 1 1.000 1 10961.39 1 ╚//////////C////////////C////////////C////////////C////////////C////////////C/////////////╝ Section 10 Page 8 Output File: C:\PROJECTS\IONISL~1\REV0~1\H26P.gnd GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 4 .//////////////////0 1 Output Data 1 3//////////////////C/////////0 1 Wall Height = 26.00 1 1 Wall Slope = 90.00 1 3//////////G////////////G////C///////G////////////G////////////G////////////G/////////////0 1 1 1 1 1 1 1Force Req'd/ 1 1 Circle 1 Circle 1 Circle 1 Circle 1 Circle 1 Moment 1 Unit Wall 1 1 Number 1 X-Intercept1 Base Angle 1 X-Center 1 Y-Center 1 Ratio 1 Length 1 ╟TTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTTTV 1 156 1 25.23 1 38.86 1 -93.76 1 -116.33 1 0.999 1 10209.06 1 1 157 1 25.23 1 35.41 1 -58.06 1 -81.65 1 0.999 1 9281.91 1 1 158 1 25.23 1 31.95 1 -40.01 1 -64.11 1 0.998 1 8152.31 1 1 159 1 25.23 1 28.49 1 -29.05 1 -53.46 1 0.998 1 6835.24 1 1 160 1 25.23 1 25.04 1 -21.64 1 -46.27 1 0.997 1 5309.62 1 1 161 1 25.23 1 21.58 1 -16.26 1 -41.04 1 0.996 1 3660.71 1 1 162 1 25.23 1 18.13 1 -12.16 1 -37.06 1 0.995 1 1838.03 1 1 163 1 26.46 1 44.41 1 -12986.78 1 -13257.83 1 1.000 1 10601.78 1 1 164 1 26.46 1 40.95 1 -198.56 1 -228.77 1 1.000 1 9962.99 1 1 165 1 26.46 1 37.50 1 -93.15 1 -121.37 1 0.999 1 9156.40 1 1 166 1 26.46 1 34.04 1 -57.45 1 -85.00 1 0.999 1 8169.30 1 1 167 1 26.46 1 30.59 1 -39.39 1 -66.61 1 0.999 1 6982.87 1 1 168 1 26.46 1 27.13 1 -28.43 1 -55.44 1 0.998 1 5601.83 1 1 169 1 26.46 1 23.68 1 -21.02 1 -47.89 1 0.997 1 4021.36 1 1 170 1 26.46 1 20.22 1 -15.65 1 -42.41 1 0.996 1 2314.81 1 1 171 1 26.46 1 16.77 1 -11.54 1 -38.23 1 0.995 1 441.39 1 1 172 1 27.82 1 42.98 1 -12986.10 1 -13937.09 1 1.000 1 9562.94 1 1 173 1 27.82 1 39.52 1 -197.88 1 -239.83 1 1.000 1 8848.67 1 1 174 1 27.82 1 36.07 1 -92.47 1 -126.93 1 0.999 1 7953.40 1 1 175 1 27.82 1 32.61 1 -56.77 1 -88.69 1 0.999 1 6898.00 1 1 176 1 27.82 1 29.16 1 -38.72 1 -69.35 1 0.999 1 5677.14 1 1 177 1 27.82 1 25.70 1 -27.75 1 -57.61 1 0.999 1 4254.95 1 1 178 1 27.82 1 22.24 1 -20.34 1 -49.68 1 0.998 1 2661.12 1 1 179 1 27.82 1 18.79 1 -14.97 1 -43.92 1 0.997 1 882.30 1 1 180 1 29.33 1 41.47 1 -12985.34 1 -14690.58 1 1.000 1 8391.68 1 1 181 1 29.33 1 38.02 1 -197.13 1 -252.11 1 1.000 1 7602.14 1 1 182 1 29.33 1 34.56 1 -91.71 1 -133.09 1 0.999 1 6639.80 1 1 183 1 29.33 1 31.11 1 -56.02 1 -92.79 1 0.999 1 5500.68 1 1 184 1 29.33 1 27.65 1 -37.96 1 -72.40 1 0.999 1 4211.35 1 1 185 1 29.33 1 24.20 1 -27.00 1 -60.03 1 0.999 1 2737.13 1 1 186 1 29.33 1 20.74 1 -19.59 1 -51.66 1 0.998 1 1102.14 1 1 187 1 31.01 1 39.90 1 -12984.50 1 -15531.36 1 1.000 1 7064.39 1 1 188 1 31.01 1 36.44 1 -196.29 1 -265.81 1 1.000 1 6191.44 1 1 189 1 31.01 1 32.99 1 -90.87 1 -139.97 1 0.999 1 5153.71 1 1 190 1 31.01 1 29.53 1 -55.18 1 -97.36 1 0.999 1 3941.50 1 1 191 1 31.01 1 26.07 1 -37.12 1 -75.81 1 0.999 1 2559.42 1 1 192 1 31.01 1 22.62 1 -26.16 1 -62.72 1 1.000 1 1076.21 1 1 193 1 32.90 1 38.24 1 -12983.56 1 -16475.83 1 1.000 1 5551.11 1 1 194 1 32.90 1 34.78 1 -195.34 1 -281.19 1 1.000 1 4599.38 1 1 195 1 32.90 1 31.33 1 -89.93 1 -147.70 1 1.000 1 3479.94 1 1 196 1 32.90 1 27.87 1 -54.23 1 -102.49 1 1.000 1 2206.00 1 1 197 1 32.90 1 24.42 1 -36.18 1 -79.63 1 1.000 1 758.46 1 1 198 1 35.04 1 36.50 1 -12982.49 1 -17545.02 1 1.000 1 3813.46 1 1 199 1 35.04 1 33.04 1 -194.27 1 -298.61 1 1.000 1 2768.98 1 1 200 1 35.04 1 29.59 1 -88.86 1 -156.45 1 1.000 1 1565.90 1 1 201 1 35.04 1 26.13 1 -53.16 1 -108.31 1 1.000 1 217.15 1 1 202 1 37.48 1 34.67 1 -12981.27 1 -18766.20 1 1.000 1 1801.89 1 1 203 1 37.48 1 31.22 1 -193.05 1 -318.50 1 1.000 1 655.07 1 ╚//////////C////////////C////////////C////////////C////////////C////////////C/////////////╝ Section 10 Page 9 SECTION 11 Input File: C:\PROJECTS\IONISL~1\REV0~1\H26P-S.gni This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 1 -10 0 10 20 30 40 50 60 5 0 -5 -10 -15 -20 -25 -30 Ionis Section 11 Page 1 SHORZ = ______ ft. (HORIZONTAL NAIL SPACING) SVERT = ______ ft. (VERTICAL NAIL SPACING) DBAR = ______ in. (BAR DIAMETER) GRADE____ DHOLE = _____ in. (DIAMETER OF DRILLED HOLE) SOIL NAIL DESIGN SECTION (H = ft. max) 6 VARIES 6 75___6 LOAD GROUP:_____ - (____________________)VII SEISMIC 26.0 Input File: C:\PROJECTS\IONISL~1\REV0~1\H26P-S.gni GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 1 Ionis /000000000000000000000000001 2 General Data 2 400000000000000000000000000╬000000000000000001 2 File Indentifier 2 H26P-S.GNI 2 2 Unit weight of water 2 62.4 2 2 Base depth for analysis 2 26.0 2 2 Seismic Coefficient 2 0.21 2 2 Minimum Base Exit Angle 2 15.0 2 2 X Search limit (left) 2 15.0 2 2 X Search limit (right) 2 75.0 2 2 Number of slip circles 2 250 2 2 No. of slip circle exits 2 30 2 ╚00000000000000000000000000D00000000000000000╝ /00000000000000000000000000000000000000000000000001 2 LRFD and Safety Factor Data 2 40000000000000000000000000000000000000000000000000╬00000001 2 Analysis Mode: (L)RFD or (S)LD (specify L or S) 2 S 2 40 SLD Safety and Strength Factors (mode S only) 0╬0000000F 2 FS for Soil Cohesion 2 1 2 2 FS for Soil Friction 2 1 2 2 Strength Factor for Head Strength 2 0.89 2 2 Strength Factor for Nail Tendon Strength 2 0.73 2 2 Strength Factor for Nail Pullout Resistance 2 0.67 2 40 LRFD Load Factors (mode L only) 000000000000000╬0000000F 2 LF for Unit Weight of Water 2 1 2 2 LF for Unit Weight of Soil 2 1.35 2 2 LF for Surcharge Loads 2 1.75 2 2 LF for Seismic Loads 2 1 2 40 LRFD Resistance Factors (mode L only) 000000000╬0000000F 2 RF for Soil Cohesion 2 1 2 2 RF for Soil Friction Angle 2 0.75 2 2 RF for Head Strength 2 0.9 2 2 RF for Nail Pullout Resistance 2 0.7 2 2 RF for Nail Tendon Strength 2 0.9 2 ╚0000000000000000000000000000000000000000000000000D0000000╝ /00000000000000000000000000I0000000000I000000000001 2 PIEZOMETRIC DATA 2 X-Value 2Piez. Level2 400000000000000000000000000╬0000000000╬00000000000F 2 Point 1 2 2 2 2 Point 2 2 2 2 2 Point 3 2 2 2 2 Point 4 2 2 2 2 Point 5 2 2 2 2 Point 6 2 2 2 2 Point 7 2 2 2 2 Point 8 2 2 2 2 Point 9 2 2 2 2 Point 10 2 2 2 ╚00000000000000000000000000D0000000000D00000000000╝ Section 11 Page 2 Input File: C:\PROJECTS\IONISL~1\REV0~1\H26P-S.gni GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 2 /0000000000000000000000001 2 Nodal Data 2 40000000I0000000I0000000I╬0000000I0000000I0000000II0000000I0000000I00000001 2Node No2X-Value2Y-Value22Node No2X-Value2Y-Value22Node No2X-Value2Y-Value2 40000000╬0000000╬0000000╬╬0000000╬0000000╬0000000╬╬0000000╬0000000╬0000000F 2 1 20 20 22 16 2 2 22 31 2 2 2 2 2 20.001 2-26 22 17 2 2 22 32 2 2 2 2 3 275 2-26 22 18 2 2 22 33 2 2 2 2 4 2 2 22 19 2 2 22 34 2 2 2 2 5 2 2 22 20 2 2 22 35 2 2 2 2 6 2 2 22 21 2 2 22 36 2 2 2 2 7 2 2 22 22 2 2 22 37 2 2 2 2 8 2 2 22 23 2 2 22 38 2 2 2 2 9 2 2 22 24 2 2 22 39 2 2 2 2 10 2 2 22 25 2 2 22 40 2 2 2 2 11 2 2 22 26 2 2 22 41 2 2 2 2 12 2 2 22 27 2 2 22 42 2 2 2 2 13 2 2 22 28 2 2 22 43 2 2 2 2 14 2 2 22 29 2 2 22 44 2 2 2 2 15 2 2 22 30 2 2 22 45 2 2 2 ╚0000000D0000000D0000000DD0000000D0000000D0000000DD0000000D0000000D0000000╝ /000000000000000000000000000000000001 2 Wall Segment Data 2 4000000I000000I000000I000000I0000000╬I000000I000000I000000I000000I00000001 2 Seg. 2 Node 2 Node 2 Soil 2Pullout22 Seg. 2 Node 2 Node 2 Soil 2Pullout2 2 No. 2 1 2 2 2 ID 2Res. ID22 No. 2 1 2 2 2 ID 2Res. ID2 4000000╬000000╬000000╬000000╬0000000╬╬000000╬000000╬000000╬000000╬0000000F 2 1 21 22 21 21 22 11 2 2 2 2 2 2 2 2 2 2 2 22 12 2 2 2 2 2 2 3 2 2 2 2 22 13 2 2 2 2 2 2 4 2 2 2 2 22 14 2 2 2 2 2 2 5 2 2 2 2 22 15 2 2 2 2 2 2 6 2 2 2 2 22 16 2 2 2 2 2 2 7 2 2 2 2 22 17 2 2 2 2 2 2 8 2 2 2 2 22 18 2 2 2 2 2 2 9 2 2 2 2 22 19 2 2 2 2 2 2 10 2 2 2 2 22 20 2 2 2 2 2 ╚000000D000000D000000D000000D0000000DD000000D000000D000000D000000D0000000╝ /0000000000000000000000000001 2 Surface Segment Data 2 4000000I000000I000000I000000╬I000000I000000I000000I0000001 2 Seg. 2 Node 2 Node 2 Soil 22 Seg. 2 Node 2 Node 2 Soil 2 2 No. 2 1 2 2 2 ID 22 No. 2 1 2 2 2 ID 2 4000000╬000000╬000000╬000000╬╬000000╬000000╬000000╬000000F 2 1 2 2 2 3 2 1 22 11 2 2 2 2 2 2 2 2 2 22 12 2 2 2 2 2 3 2 2 2 22 13 2 2 2 2 2 4 2 2 2 22 14 2 2 2 2 2 5 2 2 2 22 15 2 2 2 2 2 6 2 2 2 22 16 2 2 2 2 2 7 2 2 2 22 17 2 2 2 2 2 8 2 2 2 22 18 2 2 2 2 2 9 2 2 2 22 19 2 2 2 2 2 10 2 2 2 22 20 2 2 2 2 ╚000000D000000D000000D000000DD000000D000000D000000D000000╝ Section 11 Page 3 Input File: C:\PROJECTS\IONISL~1\REV0~1\H26P-S.gni GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 3 /000000000000000000000000000000000001 2 Internal Segment Data 2 4000000I000000I000000I000000I0000000╬I000000I000000I000000I000000I00000001 2 Seg. 2 Node 2 Node 2 Soil 2Pullout22 Seg. 2 Node 2 Node 2 Soil 2Pullout2 2 No. 2 1 2 2 2 ID 2Res. ID22 No. 2 1 2 2 2 ID 2Res. ID2 4000000╬000000╬000000╬000000╬0000000╬╬000000╬000000╬000000╬000000╬0000000F 2 1 2 2 2 2 22 11 2 2 2 2 2 2 2 2 2 2 2 22 12 2 2 2 2 2 2 3 2 2 2 2 22 13 2 2 2 2 2 2 4 2 2 2 2 22 14 2 2 2 2 2 2 5 2 2 2 2 22 15 2 2 2 2 2 2 6 2 2 2 2 22 16 2 2 2 2 2 2 7 2 2 2 2 22 17 2 2 2 2 2 2 8 2 2 2 2 22 18 2 2 2 2 2 2 9 2 2 2 2 22 19 2 2 2 2 2 2 10 2 2 2 2 22 20 2 2 2 2 2 ╚000000D000000D000000D000000D0000000DD000000D000000D000000D000000D0000000╝ /00000000000000000000000000000000000000001 2 Soil Strength & Pullout Resist. Data 2 400000000I0000000I0000000I0000000I0000000F 2Material2 2 2 Unit 2Pullout2 2 ID No. 2 c 2 ø 2 Weight2 Res. 2 400000000╬0000000╬0000000╬0000000╬0000000F 2 1 2 250 2 38 2 125 2 4976 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 4 2 2 2 2 2 2 5 2 2 2 2 2 2 6 2 2 2 2 2 2 7 2 2 2 2 2 2 8 2 2 2 2 2 2 9 2 2 2 2 2 2 10 2 2 2 2 2 2 11 2 2 2 2 2 2 12 2 2 2 2 2 2 13 2 2 2 2 2 2 14 2 2 2 2 2 ╚00000000D0000000D0000000D0000000D0000000╝ /00000000000000000000000000000001 2 Surcharge Pressure Data 2 40000000I0000000I0000000I0000000F 2Load No2X-value2 Vert. 2 Horiz.2 40000000╬0000000╬0000000╬0000000F 2 1 2 2 2 0 2 0 2 2 2 2 22 2 0 2 0 2 2 3 2 2 2 2 2 4 2 2 2 2 2 5 2 2 2 2 2 6 2 2 2 2 2 7 2 2 2 2 2 8 2 2 2 2 2 9 2 2 2 2 2 10 2 2 2 2 ╚0000000D0000000D0000000D0000000╝ Section 11 Page 4 Input File: C:\PROJECTS\IONISL~1\REV0~1\H26P-S.gni GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 4 /000000000000000000I000000000I00000000I00000000I00000000I000000001 2 2 Nail 2 Nail 2 Tendon 2 Head 2 Fixed 2 2 Nail Data 2 Depth 2 Length 2Strength2Strength2 Nail? 2 4000000000000000000╬000000000╬00000000╬00000000╬00000000╬00000000F 2 Nail Row 1 2 2.75 2 25 2 45000 2 69500 2 2 2 Nail Row 2 2 7.75 2 22 2 45000 2 69500 2 2 2 Nail Row 3 2 12.75 2 18 2 45000 2 69500 2 2 2 Nail Row 4 2 17.75 2 15 2 45000 2 69500 2 2 2 Nail Row 5 2 22.75 2 15 2 45000 2 69500 2 2 2 Nail Row 6 2 2 2 2 2 2 2 Nail Row 7 2 2 2 2 2 2 2 Nail Row 8 2 2 2 2 2 2 2 Nail Row 9 2 2 2 2 2 2 2 Nail Row 10 2 2 2 2 2 2 2 Nail Row 11 2 2 2 2 2 2 2 Nail Row 12 2 2 2 2 2 2 2 Nail Row 13 2 2 2 2 2 2 2 Nail Row 14 2 2 2 2 2 2 2 Nail Row 15 2 2 2 2 2 2 2000000000000000000╬000000000╬00000000D00000000D00000000D00000000╝ 2 Horiz. Spacing 2 6 2 2 Nail Declination2 17 2 ╚000000000000000000D000000000╝ Section 11 Page 5 Output File: C:\PROJECTS\IONISL~1\REV0~1\H26P-S.gnf GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 1 /0000000000000000001 2 Global Stability 2 4000000000000000000D0000000000000000000000000000000000000000000000000000000001 2 Minimum global safety factor = 1.388 for circle no. 213 2 ╚0000000000000000000000000000000000000000000000000000000000000000000000000000╝ /0000000000000000001 2 Output Data 2 4000000000000000000D0000000001 2 Wall Height = 26.00 2 2 Wall Slope = 90.00 2 40000000000I000000000000I0000D0000000I000000000000I000000000000I000000000000I00000000000001 2 Circle 2 Circle 2 Circle 2 Circle 2 Circle 2 Moment 2 Factor of 2 2 Number 2 X-Intercept2 Base Angle 2 X-Center 2 Y-Center 2 Ratio 2 Safety 2 ╟SSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSSSU 2 1 2 15.03 2 59.86 2 -12992.49 2 -7542.85 2 1.000 2 1.97 2 2 2 2 15.03 2 56.41 2 -204.28 2 -135.67 2 1.008 2 1.92 2 2 3 2 15.03 2 52.95 2 -98.86 2 -74.61 2 1.004 2 1.93 2 2 4 2 15.03 2 49.50 2 -63.16 2 -53.93 2 1.007 2 1.91 2 2 5 2 15.03 2 46.04 2 -45.11 2 -43.48 2 1.010 2 1.87 2 2 6 2 15.03 2 42.59 2 -34.15 2 -37.12 2 1.002 2 1.87 2 2 7 2 15.03 2 39.13 2 -26.74 2 -32.83 2 1.002 2 1.85 2 2 8 2 15.03 2 35.67 2 -21.36 2 -29.72 2 1.003 2 1.83 2 2 9 2 15.03 2 32.22 2 -17.26 2 -27.34 2 1.003 2 1.83 2 2 10 2 15.40 2 59.26 2 -12992.31 2 -7725.28 2 1.000 2 1.96 2 2 11 2 15.40 2 55.81 2 -204.09 2 -138.64 2 1.008 2 1.92 2 2 12 2 15.40 2 52.35 2 -98.68 2 -76.10 2 1.004 2 1.93 2 2 13 2 15.40 2 48.90 2 -62.98 2 -54.92 2 1.007 2 1.90 2 2 14 2 15.40 2 45.44 2 -44.93 2 -44.21 2 1.010 2 1.87 2 2 15 2 15.40 2 41.99 2 -33.96 2 -37.71 2 1.001 2 1.87 2 2 16 2 15.40 2 38.53 2 -26.55 2 -33.31 2 1.002 2 1.85 2 2 17 2 15.40 2 35.08 2 -21.18 2 -30.12 2 1.003 2 1.82 2 2 18 2 15.40 2 31.62 2 -17.07 2 -27.69 2 1.003 2 1.82 2 2 19 2 15.82 2 58.58 2 -12992.10 2 -7937.98 2 1.000 2 1.96 2 2 20 2 15.82 2 55.12 2 -203.88 2 -142.10 2 1.008 2 1.92 2 2 21 2 15.82 2 51.66 2 -98.47 2 -77.84 2 1.005 2 1.93 2 2 22 2 15.82 2 48.21 2 -62.77 2 -56.08 2 1.007 2 1.89 2 2 23 2 15.82 2 44.75 2 -44.71 2 -45.07 2 0.992 2 1.92 2 2 24 2 15.82 2 41.30 2 -33.75 2 -38.39 2 1.001 2 1.87 2 2 25 2 15.82 2 37.84 2 -26.34 2 -33.87 2 1.002 2 1.85 2 2 26 2 15.82 2 34.39 2 -20.97 2 -30.60 2 1.002 2 1.82 2 2 27 2 15.82 2 30.93 2 -16.86 2 -28.09 2 1.003 2 1.81 2 2 28 2 15.82 2 27.48 2 -13.60 2 -26.11 2 1.003 2 1.83 2 2 29 2 16.28 2 57.85 2 -12991.87 2 -8164.71 2 1.000 2 1.95 2 2 30 2 16.28 2 54.40 2 -203.65 2 -145.80 2 1.008 2 1.92 2 2 31 2 16.28 2 50.94 2 -98.24 2 -79.70 2 1.005 2 1.92 2 2 32 2 16.28 2 47.49 2 -62.54 2 -57.31 2 1.008 2 1.89 2 2 33 2 16.28 2 44.03 2 -44.49 2 -45.99 2 0.993 2 1.92 2 2 34 2 16.28 2 40.58 2 -33.52 2 -39.12 2 0.990 2 1.90 2 2 35 2 16.28 2 37.12 2 -26.11 2 -34.47 2 1.002 2 1.84 2 2 36 2 16.28 2 33.67 2 -20.74 2 -31.10 2 1.002 2 1.82 2 2 37 2 16.28 2 30.21 2 -16.63 2 -28.53 2 1.003 2 1.80 2 2 38 2 16.28 2 26.75 2 -13.38 2 -26.48 2 1.003 2 1.82 2 2 39 2 16.76 2 57.09 2 -12991.63 2 -8406.66 2 1.000 2 1.95 2 2 40 2 16.76 2 53.64 2 -203.41 2 -149.74 2 1.008 2 1.92 2 2 41 2 16.76 2 50.18 2 -98.00 2 -81.68 2 1.005 2 1.91 2 2 42 2 16.76 2 46.73 2 -62.30 2 -58.63 2 1.008 2 1.88 2 2 43 2 16.76 2 43.27 2 -44.25 2 -46.97 2 0.993 2 1.91 2 2 44 2 16.76 2 39.82 2 -33.28 2 -39.89 2 0.992 2 1.89 2 2 45 2 16.76 2 36.36 2 -25.87 2 -35.11 2 1.002 2 1.84 2 2 46 2 16.76 2 32.91 2 -20.50 2 -31.64 2 1.002 2 1.81 2 2 47 2 16.76 2 29.45 2 -16.39 2 -28.99 2 1.003 2 1.79 2 2 48 2 16.76 2 26.00 2 -13.13 2 -26.88 2 1.003 2 1.81 2 2 49 2 17.28 2 56.30 2 -12991.37 2 -8665.21 2 1.000 2 1.95 2 2 50 2 17.28 2 52.84 2 -203.15 2 -153.95 2 1.008 2 1.92 2 2 51 2 17.28 2 49.39 2 -97.74 2 -83.79 2 1.005 2 1.90 2 2 52 2 17.28 2 45.93 2 -62.04 2 -60.03 2 1.008 2 1.87 2 2 53 2 17.28 2 42.48 2 -43.99 2 -48.02 2 0.994 2 1.90 2 2 54 2 17.28 2 39.02 2 -33.02 2 -40.72 2 0.993 2 1.88 2 2 55 2 17.28 2 35.56 2 -25.61 2 -35.79 2 0.992 2 1.85 2 2 56 2 17.28 2 32.11 2 -20.24 2 -32.21 2 1.002 2 1.80 2 ╚0000000000D000000000000D000000000000D000000000000D000000000000D000000000000D0000000000000╝ Section 11 Page 6 Output File: C:\PROJECTS\IONISL~1\REV0~1\H26P-S.gnf GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 2 /0000000000000000001 2 Output Data 2 4000000000000000000D0000000001 2 Wall Height = 26.00 2 2 Wall Slope = 90.00 2 40000000000I000000000000I0000D0000000I000000000000I000000000000I000000000000I00000000000001 2 Circle 2 Circle 2 Circle 2 Circle 2 Circle 2 Moment 2 Factor of 2 2 Number 2 X-Intercept2 Base Angle 2 X-Center 2 Y-Center 2 Ratio 2 Safety 2 ╟SSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSSSU 2 57 2 17.28 2 28.65 2 -16.13 2 -29.48 2 1.002 2 1.78 2 2 58 2 17.28 2 25.20 2 -12.88 2 -27.31 2 1.002 2 1.80 2 2 59 2 17.83 2 55.46 2 -12991.09 2 -8941.90 2 1.000 2 1.95 2 2 60 2 17.83 2 52.00 2 -202.88 2 -158.46 2 1.008 2 1.91 2 2 61 2 17.83 2 48.55 2 -97.46 2 -86.06 2 1.005 2 1.89 2 2 62 2 17.83 2 45.09 2 -61.77 2 -61.54 2 1.008 2 1.86 2 2 63 2 17.83 2 41.64 2 -43.71 2 -49.14 2 0.995 2 1.88 2 2 64 2 17.83 2 38.18 2 -32.75 2 -41.61 2 0.995 2 1.85 2 2 65 2 17.83 2 34.73 2 -25.34 2 -36.52 2 0.994 2 1.83 2 2 66 2 17.83 2 31.27 2 -19.96 2 -32.83 2 0.992 2 1.81 2 2 67 2 17.83 2 27.82 2 -15.86 2 -30.01 2 0.991 2 1.80 2 2 68 2 17.83 2 24.36 2 -12.60 2 -27.77 2 0.991 2 1.82 2 2 69 2 18.43 2 54.58 2 -12990.79 2 -9238.45 2 1.000 2 1.94 2 2 70 2 18.43 2 51.13 2 -202.58 2 -163.29 2 1.008 2 1.90 2 2 71 2 18.43 2 47.67 2 -97.17 2 -88.48 2 1.005 2 1.88 2 2 72 2 18.43 2 44.22 2 -61.47 2 -63.15 2 1.009 2 1.84 2 2 73 2 18.43 2 40.76 2 -43.41 2 -50.34 2 0.997 2 1.84 2 2 74 2 18.43 2 37.30 2 -32.45 2 -42.56 2 0.996 2 1.82 2 2 75 2 18.43 2 33.85 2 -25.04 2 -37.30 2 0.996 2 1.80 2 2 76 2 18.43 2 30.39 2 -19.67 2 -33.48 2 0.995 2 1.79 2 2 77 2 18.43 2 26.94 2 -15.56 2 -30.57 2 0.994 2 1.78 2 2 78 2 18.43 2 23.48 2 -12.30 2 -28.26 2 0.994 2 1.80 2 2 79 2 18.43 2 20.03 2 -9.64 2 -26.37 2 0.997 2 1.83 2 2 80 2 19.06 2 53.66 2 -12990.48 2 -9556.87 2 1.000 2 1.94 2 2 81 2 19.06 2 50.20 2 -202.26 2 -168.48 2 1.008 2 1.88 2 2 82 2 19.06 2 46.75 2 -96.85 2 -91.09 2 1.006 2 1.86 2 2 83 2 19.06 2 43.29 2 -61.15 2 -64.88 2 1.009 2 1.81 2 2 84 2 19.06 2 39.84 2 -43.10 2 -51.63 2 0.998 2 1.81 2 2 85 2 19.06 2 36.38 2 -32.13 2 -43.58 2 0.998 2 1.79 2 2 86 2 19.06 2 32.93 2 -24.72 2 -38.14 2 0.998 2 1.78 2 2 87 2 19.06 2 29.47 2 -19.35 2 -34.19 2 0.997 2 1.77 2 2 88 2 19.06 2 26.02 2 -15.24 2 -31.18 2 0.997 2 1.76 2 2 89 2 19.06 2 22.56 2 -11.98 2 -28.79 2 0.998 2 1.77 2 2 90 2 19.06 2 19.11 2 -9.32 2 -26.83 2 1.000 2 1.80 2 2 91 2 19.75 2 52.69 2 -12990.13 2 -9899.42 2 1.000 2 1.92 2 2 92 2 19.75 2 49.23 2 -201.92 2 -174.06 2 1.008 2 1.86 2 2 93 2 19.75 2 45.78 2 -96.51 2 -93.89 2 1.006 2 1.82 2 2 94 2 19.75 2 42.32 2 -60.81 2 -66.74 2 1.009 2 1.78 2 2 95 2 19.75 2 38.87 2 -42.75 2 -53.01 2 0.999 2 1.78 2 2 96 2 19.75 2 35.41 2 -31.79 2 -44.68 2 0.999 2 1.76 2 2 97 2 19.75 2 31.96 2 -24.38 2 -39.04 2 1.000 2 1.75 2 2 98 2 19.75 2 28.50 2 -19.00 2 -34.95 2 1.000 2 1.75 2 2 99 2 19.75 2 25.05 2 -14.90 2 -31.83 2 1.000 2 1.74 2 2 100 2 19.75 2 21.59 2 -11.64 2 -29.35 2 1.001 2 1.75 2 2 101 2 19.75 2 18.14 2 -8.98 2 -27.33 2 1.003 2 1.78 2 2 102 2 20.49 2 51.67 2 -12989.76 2 -10268.70 2 1.000 2 1.90 2 2 103 2 20.49 2 48.22 2 -201.55 2 -180.07 2 1.008 2 1.82 2 2 104 2 20.49 2 44.76 2 -96.14 2 -96.91 2 1.006 2 1.78 2 2 105 2 20.49 2 41.31 2 -60.44 2 -68.75 2 1.010 2 1.74 2 2 106 2 20.49 2 37.85 2 -42.38 2 -54.51 2 1.000 2 1.75 2 2 107 2 20.49 2 34.40 2 -31.42 2 -45.86 2 1.001 2 1.73 2 2 108 2 20.49 2 30.94 2 -24.01 2 -40.01 2 1.001 2 1.73 2 2 109 2 20.49 2 27.49 2 -18.64 2 -35.77 2 1.002 2 1.72 2 2 110 2 20.49 2 24.03 2 -14.53 2 -32.53 2 1.002 2 1.72 2 2 111 2 20.49 2 20.57 2 -11.27 2 -29.96 2 1.003 2 1.73 2 2 112 2 20.49 2 17.12 2 -8.61 2 -27.86 2 1.008 2 1.76 2 2 113 2 21.28 2 50.60 2 -12989.37 2 -10667.76 2 1.000 2 1.86 2 2 114 2 21.28 2 47.15 2 -201.15 2 -186.57 2 1.008 2 1.78 2 2 115 2 21.28 2 43.69 2 -95.74 2 -100.18 2 1.006 2 1.74 2 2 116 2 21.28 2 40.24 2 -60.04 2 -70.92 2 1.001 2 1.73 2 2 117 2 21.28 2 36.78 2 -41.98 2 -56.12 2 1.001 2 1.72 2 ╚0000000000D000000000000D000000000000D000000000000D000000000000D000000000000D0000000000000╝ Section 11 Page 7 Output File: C:\PROJECTS\IONISL~1\REV0~1\H26P-S.gnf GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 3 /0000000000000000001 2 Output Data 2 4000000000000000000D0000000001 2 Wall Height = 26.00 2 2 Wall Slope = 90.00 2 40000000000I000000000000I0000D0000000I000000000000I000000000000I000000000000I00000000000001 2 Circle 2 Circle 2 Circle 2 Circle 2 Circle 2 Moment 2 Factor of 2 2 Number 2 X-Intercept2 Base Angle 2 X-Center 2 Y-Center 2 Ratio 2 Safety 2 ╟SSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSSSU 2 118 2 21.28 2 33.33 2 -31.02 2 -47.14 2 1.002 2 1.70 2 2 119 2 21.28 2 29.87 2 -23.61 2 -41.06 2 1.003 2 1.70 2 2 120 2 21.28 2 26.42 2 -18.24 2 -36.66 2 1.004 2 1.70 2 2 121 2 21.28 2 22.96 2 -14.13 2 -33.29 2 1.005 2 1.70 2 2 122 2 21.28 2 19.51 2 -10.87 2 -30.62 2 1.006 2 1.71 2 2 123 2 21.28 2 16.05 2 -8.21 2 -28.44 2 1.010 2 1.74 2 2 124 2 22.15 2 49.48 2 -12988.93 2 -11100.11 2 1.000 2 1.81 2 2 125 2 22.15 2 46.03 2 -200.72 2 -193.62 2 1.008 2 1.74 2 2 126 2 22.15 2 42.57 2 -95.31 2 -103.72 2 1.006 2 1.70 2 2 127 2 22.15 2 39.12 2 -59.61 2 -73.27 2 1.001 2 1.70 2 2 128 2 22.15 2 35.66 2 -41.55 2 -57.87 2 1.001 2 1.68 2 2 129 2 22.15 2 32.21 2 -30.59 2 -48.52 2 1.003 2 1.67 2 2 130 2 22.15 2 28.75 2 -23.18 2 -42.20 2 1.004 2 1.67 2 2 131 2 22.15 2 25.30 2 -17.80 2 -37.62 2 1.006 2 1.67 2 2 132 2 22.15 2 21.84 2 -13.70 2 -34.12 2 1.007 2 1.68 2 2 133 2 22.15 2 18.39 2 -10.44 2 -31.34 2 1.008 2 1.69 2 2 134 2 23.09 2 48.31 2 -12988.46 2 -11569.90 2 1.000 2 1.77 2 2 135 2 23.09 2 44.85 2 -200.25 2 -201.27 2 1.007 2 1.70 2 2 136 2 23.09 2 41.40 2 -94.84 2 -107.56 2 1.006 2 1.67 2 2 137 2 23.09 2 37.94 2 -59.14 2 -75.82 2 1.001 2 1.66 2 2 138 2 23.09 2 34.48 2 -41.08 2 -59.77 2 1.003 2 1.64 2 2 139 2 23.09 2 31.03 2 -30.12 2 -50.03 2 1.004 2 1.64 2 2 140 2 23.09 2 27.57 2 -22.71 2 -43.44 2 1.006 2 1.64 2 2 141 2 23.09 2 24.12 2 -17.33 2 -38.66 2 1.007 2 1.65 2 2 142 2 23.09 2 20.66 2 -13.23 2 -35.01 2 1.009 2 1.66 2 2 143 2 23.09 2 17.21 2 -9.97 2 -32.12 2 1.001 2 1.70 2 2 144 2 24.11 2 47.07 2 -12987.95 2 -12082.02 2 1.000 2 1.72 2 2 145 2 24.11 2 43.61 2 -199.74 2 -209.61 2 1.007 2 1.66 2 2 146 2 24.11 2 40.16 2 -94.32 2 -111.75 2 1.006 2 1.63 2 2 147 2 24.11 2 36.70 2 -58.62 2 -78.61 2 1.001 2 1.62 2 2 148 2 24.11 2 33.25 2 -40.57 2 -61.85 2 1.003 2 1.61 2 2 149 2 24.11 2 29.79 2 -29.61 2 -51.67 2 1.004 2 1.61 2 2 150 2 24.11 2 26.34 2 -22.20 2 -44.79 2 1.006 2 1.62 2 2 151 2 24.11 2 22.88 2 -16.82 2 -39.80 2 1.009 2 1.63 2 2 152 2 24.11 2 19.43 2 -12.72 2 -35.99 2 1.001 2 1.66 2 2 153 2 24.11 2 15.97 2 -9.46 2 -32.96 2 1.001 2 1.68 2 2 154 2 25.23 2 45.77 2 -12987.39 2 -12642.33 2 1.000 2 1.68 2 2 155 2 25.23 2 42.32 2 -199.18 2 -218.74 2 1.007 2 1.62 2 2 156 2 25.23 2 38.86 2 -93.76 2 -116.33 2 1.006 2 1.59 2 2 157 2 25.23 2 35.41 2 -58.06 2 -81.65 2 1.001 2 1.59 2 2 158 2 25.23 2 31.95 2 -40.01 2 -64.11 2 1.003 2 1.57 2 2 159 2 25.23 2 28.49 2 -29.05 2 -53.46 2 1.005 2 1.57 2 2 160 2 25.23 2 25.04 2 -21.64 2 -46.27 2 1.006 2 1.58 2 2 161 2 25.23 2 21.58 2 -16.26 2 -41.04 2 1.009 2 1.60 2 2 162 2 25.23 2 18.13 2 -12.16 2 -37.06 2 1.001 2 1.65 2 2 163 2 26.46 2 44.41 2 -12986.78 2 -13257.83 2 1.000 2 1.64 2 2 164 2 26.46 2 40.95 2 -198.56 2 -228.77 2 1.007 2 1.58 2 2 165 2 26.46 2 37.50 2 -93.15 2 -121.37 2 1.006 2 1.55 2 2 166 2 26.46 2 34.04 2 -57.45 2 -85.00 2 1.001 2 1.55 2 2 167 2 26.46 2 30.59 2 -39.39 2 -66.61 2 1.003 2 1.54 2 2 168 2 26.46 2 27.13 2 -28.43 2 -55.44 2 1.005 2 1.54 2 2 169 2 26.46 2 23.68 2 -21.02 2 -47.89 2 1.005 2 1.55 2 2 170 2 26.46 2 20.22 2 -15.65 2 -42.41 2 1.008 2 1.57 2 2 171 2 26.46 2 16.77 2 -11.54 2 -38.23 2 1.001 2 1.62 2 2 172 2 27.82 2 42.98 2 -12986.10 2 -13937.09 2 1.000 2 1.60 2 2 173 2 27.82 2 39.52 2 -197.88 2 -239.83 2 1.007 2 1.54 2 2 174 2 27.82 2 36.07 2 -92.47 2 -126.93 2 1.006 2 1.52 2 2 175 2 27.82 2 32.61 2 -56.77 2 -88.69 2 1.010 2 1.50 2 2 176 2 27.82 2 29.16 2 -38.72 2 -69.35 2 1.003 2 1.51 2 2 177 2 27.82 2 25.70 2 -27.75 2 -57.61 2 1.004 2 1.51 2 2 178 2 27.82 2 22.24 2 -20.34 2 -49.68 2 1.006 2 1.52 2 ╚0000000000D000000000000D000000000000D000000000000D000000000000D000000000000D0000000000000╝ Section 11 Page 8 Output File: C:\PROJECTS\IONISL~1\REV0~1\H26P-S.gnf GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 4 /0000000000000000001 2 Output Data 2 4000000000000000000D0000000001 2 Wall Height = 26.00 2 2 Wall Slope = 90.00 2 40000000000I000000000000I0000D0000000I000000000000I000000000000I000000000000I00000000000001 2 Circle 2 Circle 2 Circle 2 Circle 2 Circle 2 Moment 2 Factor of 2 2 Number 2 X-Intercept2 Base Angle 2 X-Center 2 Y-Center 2 Ratio 2 Safety 2 ╟SSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSSSU 2 179 2 27.82 2 18.79 2 -14.97 2 -43.92 2 1.007 2 1.54 2 2 180 2 27.82 2 15.33 2 -10.86 2 -39.52 2 1.009 2 1.57 2 2 181 2 29.33 2 41.47 2 -12985.34 2 -14690.58 2 1.000 2 1.56 2 2 182 2 29.33 2 38.02 2 -197.13 2 -252.11 2 1.007 2 1.51 2 2 183 2 29.33 2 34.56 2 -91.71 2 -133.09 2 1.006 2 1.49 2 2 184 2 29.33 2 31.11 2 -56.02 2 -92.79 2 1.010 2 1.46 2 2 185 2 29.33 2 27.65 2 -37.96 2 -72.40 2 1.002 2 1.48 2 2 186 2 29.33 2 24.20 2 -27.00 2 -60.03 2 1.004 2 1.48 2 2 187 2 29.33 2 20.74 2 -19.59 2 -51.66 2 1.005 2 1.49 2 2 188 2 29.33 2 17.29 2 -14.21 2 -45.59 2 1.005 2 1.52 2 2 189 2 31.01 2 39.90 2 -12984.50 2 -15531.36 2 1.000 2 1.52 2 2 190 2 31.01 2 36.44 2 -196.29 2 -265.81 2 1.007 2 1.47 2 2 191 2 31.01 2 32.99 2 -90.87 2 -139.97 2 1.006 2 1.46 2 2 192 2 31.01 2 29.53 2 -55.18 2 -97.36 2 1.009 2 1.44 2 2 193 2 31.01 2 26.07 2 -37.12 2 -75.81 2 1.001 2 1.45 2 2 194 2 31.01 2 22.62 2 -26.16 2 -62.72 2 1.002 2 1.45 2 2 195 2 31.01 2 19.16 2 -18.75 2 -53.87 2 1.004 2 1.47 2 2 196 2 31.01 2 15.71 2 -13.37 2 -47.46 2 1.005 2 1.50 2 2 197 2 32.90 2 38.24 2 -12983.56 2 -16475.83 2 1.000 2 1.49 2 2 198 2 32.90 2 34.78 2 -195.34 2 -281.19 2 1.007 2 1.44 2 2 199 2 32.90 2 31.33 2 -89.93 2 -147.70 2 1.010 2 1.42 2 2 200 2 32.90 2 27.87 2 -54.23 2 -102.49 2 1.009 2 1.41 2 2 201 2 32.90 2 24.42 2 -36.18 2 -79.63 2 1.000 2 1.43 2 2 202 2 32.90 2 20.96 2 -25.21 2 -65.75 2 1.001 2 1.44 2 2 203 2 32.90 2 17.51 2 -17.80 2 -56.36 2 1.002 2 1.47 2 2 204 2 35.04 2 36.50 2 -12982.49 2 -17545.02 2 1.000 2 1.46 2 2 205 2 35.04 2 33.04 2 -194.27 2 -298.61 2 1.007 2 1.41 2 2 206 2 35.04 2 29.59 2 -88.86 2 -156.45 2 1.010 2 1.39 2 2 207 2 35.04 2 26.13 2 -53.16 2 -108.31 2 1.008 2 1.39 2 2 208 2 35.04 2 22.68 2 -35.11 2 -83.96 2 0.998 2 1.43 2 2 209 2 35.04 2 19.22 2 -24.14 2 -69.17 2 0.998 2 1.45 2 2 210 2 35.04 2 15.77 2 -16.73 2 -59.18 2 0.998 2 1.49 2 2 211 2 37.48 2 34.67 2 -12981.27 2 -18766.20 2 1.000 2 1.43 2 2 212 2 37.48 2 31.22 2 -193.05 2 -318.50 2 1.007 2 1.39 2 2 213 2 37.48 2 27.76 2 -87.64 2 -166.44 2 1.009 2 1.39 2 2 214 2 37.48 2 24.31 2 -51.94 2 -114.94 2 1.007 2 1.40 2 2 215 2 37.48 2 20.85 2 -33.89 2 -88.90 2 1.010 2 1.42 2 2 216 2 37.48 2 17.40 2 -22.92 2 -73.08 2 0.995 2 1.49 2 2 217 2 40.30 2 32.75 2 -12979.86 2 -20175.57 2 1.000 2 1.42 2 2 218 2 40.30 2 29.30 2 -191.64 2 -341.46 2 1.007 2 1.40 2 2 219 2 40.30 2 25.84 2 -86.23 2 -177.97 2 1.009 2 1.40 2 2 220 2 40.30 2 22.39 2 -50.53 2 -122.61 2 1.006 2 1.43 2 2 221 2 40.30 2 18.93 2 -32.48 2 -94.60 2 1.008 2 1.46 2 2 222 2 40.30 2 15.48 2 -21.51 2 -77.60 2 0.991 2 1.54 2 2 223 2 43.59 2 30.74 2 -12978.21 2 -21822.12 2 1.000 2 1.43 2 2 224 2 43.59 2 27.29 2 -190.00 2 -368.29 2 1.007 2 1.42 2 2 225 2 43.59 2 23.83 2 -84.58 2 -191.44 2 1.008 2 1.43 2 2 226 2 43.59 2 20.37 2 -48.88 2 -131.56 2 1.005 2 1.47 2 2 227 2 43.59 2 16.92 2 -30.83 2 -101.27 2 1.007 2 1.51 2 2 228 2 47.50 2 28.63 2 -12976.26 2 -23773.98 2 1.000 2 1.46 2 2 229 2 47.50 2 25.17 2 -188.04 2 -400.08 2 1.007 2 1.46 2 2 230 2 47.50 2 21.72 2 -82.63 2 -207.41 2 1.008 2 1.48 2 2 231 2 47.50 2 18.26 2 -46.93 2 -142.17 2 1.003 2 1.54 2 2 232 2 52.21 2 26.41 2 -12973.91 2 -26128.71 2 1.000 2 1.51 2 2 233 2 52.21 2 22.95 2 -185.69 2 -438.45 2 1.006 2 1.52 2 2 234 2 52.21 2 19.50 2 -80.28 2 -226.68 2 1.007 2 1.56 2 2 235 2 52.21 2 16.04 2 -44.58 2 -154.97 2 1.001 2 1.61 2 2 236 2 58.01 2 24.07 2 -12971.00 2 -29031.29 2 1.000 2 1.58 2 2 237 2 58.01 2 20.62 2 -182.79 2 -485.73 2 1.006 2 1.61 2 2 238 2 58.01 2 17.16 2 -77.37 2 -250.43 2 1.010 2 1.64 2 2 239 2 65.36 2 21.63 2 -12967.33 2 -32706.90 2 1.000 2 1.68 2 ╚0000000000D000000000000D000000000000D000000000000D000000000000D000000000000D0000000000000╝ Section 11 Page 9 Output File: C:\PROJECTS\IONISL~1\REV0~1\H26P-S.gnf GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 5 /0000000000000000001 2 Output Data 2 4000000000000000000D0000000001 2 Wall Height = 26.00 2 2 Wall Slope = 90.00 2 40000000000I000000000000I0000D0000000I000000000000I000000000000I000000000000I00000000000001 2 Circle 2 Circle 2 Circle 2 Circle 2 Circle 2 Moment 2 Factor of 2 2 Number 2 X-Intercept2 Base Angle 2 X-Center 2 Y-Center 2 Ratio 2 Safety 2 ╟SSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSSSU 2 240 2 65.36 2 18.17 2 -179.11 2 -545.61 2 1.006 2 1.71 2 2 241 2 75.00 2 19.06 2 -12962.51 2 -37525.49 2 1.000 2 1.80 2 2 242 2 75.00 2 15.60 2 -174.29 2 -624.11 2 1.006 2 1.82 2 ╚0000000000D000000000000D000000000000D000000000000D000000000000D000000000000D0000000000000╝ Section 11 Page 10 SECTION 12 Input File: C:\PROJECTS\IONISL~1\REV0~1\H22PP.gni This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 1 -5 0 5 10 15 20 25 30 35 40 45 5 0 -5 -10 -15 -20 -25 Ionis Section 12 Page 1 LOAD GROUP:_____ - (____________________) SHORZ = ______ ft. (HORIZONTAL NAIL SPACING) SVERT = ______ ft. (VERTICAL NAIL SPACING) DBAR = ______ in. (BAR DIAMETER) GRADE____ DHOLE = _____ in. (DIAMETER OF DRILLED HOLE) SOIL NAIL DESIGN SECTION (H = ft. max) I STATIC 6 VARIES 6 75___6 22.0 Input File: C:\PROJECTS\IONISL~1\REV0~1\H22PP.gni GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 1 Ionis -........................../ 0 General Data 0 2..........................╬................./ 0 File Indentifier 0 H22PP.GNI 0 0 Unit weight of water 0 62.4 0 0 Base depth for analysis 0 21.0 0 0 Seismic Coefficient 0 0.0 0 0 Minimum Base Exit Angle 0 15.0 0 0 X Search limit (left) 0 15.0 0 0 X Search limit (right) 0 60.0 0 0 Number of slip circles 0 250 0 0 No. of slip circle exits 0 30 0 ╚..........................B.................╝ -................................................./ 0 LRFD and Safety Factor Data 0 2.................................................╬......./ 0 Analysis Mode: (L)RFD or (S)LD (specify L or S) 0 S 0 2. SLD Safety and Strength Factors (mode S only) .╬.......D 0 FS for Soil Cohesion 0 1.5 0 0 FS for Soil Friction 0 1.5 0 0 Strength Factor for Head Strength 0 0.67 0 0 Strength Factor for Nail Tendon Strength 0 0.55 0 0 Strength Factor for Nail Pullout Resistance 0 0.5 0 2. LRFD Load Factors (mode L only) ...............╬.......D 0 LF for Unit Weight of Water 0 1 0 0 LF for Unit Weight of Soil 0 1.35 0 0 LF for Surcharge Loads 0 1.75 0 0 LF for Seismic Loads 0 1 0 2. LRFD Resistance Factors (mode L only) .........╬.......D 0 RF for Soil Cohesion 0 1 0 0 RF for Soil Friction Angle 0 0.75 0 0 RF for Head Strength 0 0.9 0 0 RF for Nail Pullout Resistance 0 0.7 0 0 RF for Nail Tendon Strength 0 0.9 0 ╚.................................................B.......╝ -..........................G..........G.........../ 0 PIEZOMETRIC DATA 0 X-Value 0Piez. Level0 2..........................╬..........╬...........D 0 Point 1 0 0 0 0 Point 2 0 0 0 0 Point 3 0 0 0 0 Point 4 0 0 0 0 Point 5 0 0 0 0 Point 6 0 0 0 0 Point 7 0 0 0 0 Point 8 0 0 0 0 Point 9 0 0 0 0 Point 10 0 0 0 ╚..........................B..........B...........╝ Section 12 Page 2 Input File: C:\PROJECTS\IONISL~1\REV0~1\H22PP.gni GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 2 -......................../ 0 Nodal Data 0 2.......G.......G.......G╬.......G.......G.......GG.......G.......G......./ 0Node No0X-Value0Y-Value00Node No0X-Value0Y-Value00Node No0X-Value0Y-Value0 2.......╬.......╬.......╬╬.......╬.......╬.......╬╬.......╬.......╬.......D 0 1 00 00 00 16 0 0 00 31 0 0 0 0 2 00.001 0-21 00 17 0 0 00 32 0 0 0 0 3 060 0-21 00 18 0 0 00 33 0 0 0 0 4 0 0 00 19 0 0 00 34 0 0 0 0 5 0 0 00 20 0 0 00 35 0 0 0 0 6 0 0 00 21 0 0 00 36 0 0 0 0 7 0 0 00 22 0 0 00 37 0 0 0 0 8 0 0 00 23 0 0 00 38 0 0 0 0 9 0 0 00 24 0 0 00 39 0 0 0 0 10 0 0 00 25 0 0 00 40 0 0 0 0 11 0 0 00 26 0 0 00 41 0 0 0 0 12 0 0 00 27 0 0 00 42 0 0 0 0 13 0 0 00 28 0 0 00 43 0 0 0 0 14 0 0 00 29 0 0 00 44 0 0 0 0 15 0 0 00 30 0 0 00 45 0 0 0 ╚.......B.......B.......BB.......B.......B.......BB.......B.......B.......╝ -.................................../ 0 Wall Segment Data 0 2......G......G......G......G.......╬G......G......G......G......G......./ 0 Seg. 0 Node 0 Node 0 Soil 0Pullout00 Seg. 0 Node 0 Node 0 Soil 0Pullout0 0 No. 0 1 0 2 0 ID 0Res. ID00 No. 0 1 0 2 0 ID 0Res. ID0 2......╬......╬......╬......╬.......╬╬......╬......╬......╬......╬.......D 0 1 01 02 01 01 00 11 0 0 0 0 0 0 2 0 0 0 0 00 12 0 0 0 0 0 0 3 0 0 0 0 00 13 0 0 0 0 0 0 4 0 0 0 0 00 14 0 0 0 0 0 0 5 0 0 0 0 00 15 0 0 0 0 0 0 6 0 0 0 0 00 16 0 0 0 0 0 0 7 0 0 0 0 00 17 0 0 0 0 0 0 8 0 0 0 0 00 18 0 0 0 0 0 0 9 0 0 0 0 00 19 0 0 0 0 0 0 10 0 0 0 0 00 20 0 0 0 0 0 ╚......B......B......B......B.......BB......B......B......B......B.......╝ -.........................../ 0 Surface Segment Data 0 2......G......G......G......╬G......G......G......G....../ 0 Seg. 0 Node 0 Node 0 Soil 00 Seg. 0 Node 0 Node 0 Soil 0 0 No. 0 1 0 2 0 ID 00 No. 0 1 0 2 0 ID 0 2......╬......╬......╬......╬╬......╬......╬......╬......D 0 1 0 2 0 3 0 1 00 11 0 0 0 0 0 2 0 0 0 00 12 0 0 0 0 0 3 0 0 0 00 13 0 0 0 0 0 4 0 0 0 00 14 0 0 0 0 0 5 0 0 0 00 15 0 0 0 0 0 6 0 0 0 00 16 0 0 0 0 0 7 0 0 0 00 17 0 0 0 0 0 8 0 0 0 00 18 0 0 0 0 0 9 0 0 0 00 19 0 0 0 0 0 10 0 0 0 00 20 0 0 0 0 ╚......B......B......B......BB......B......B......B......╝ Section 12 Page 3 Input File: C:\PROJECTS\IONISL~1\REV0~1\H22PP.gni GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 3 -.................................../ 0 Internal Segment Data 0 2......G......G......G......G.......╬G......G......G......G......G......./ 0 Seg. 0 Node 0 Node 0 Soil 0Pullout00 Seg. 0 Node 0 Node 0 Soil 0Pullout0 0 No. 0 1 0 2 0 ID 0Res. ID00 No. 0 1 0 2 0 ID 0Res. ID0 2......╬......╬......╬......╬.......╬╬......╬......╬......╬......╬.......D 0 1 0 0 0 0 00 11 0 0 0 0 0 0 2 0 0 0 0 00 12 0 0 0 0 0 0 3 0 0 0 0 00 13 0 0 0 0 0 0 4 0 0 0 0 00 14 0 0 0 0 0 0 5 0 0 0 0 00 15 0 0 0 0 0 0 6 0 0 0 0 00 16 0 0 0 0 0 0 7 0 0 0 0 00 17 0 0 0 0 0 0 8 0 0 0 0 00 18 0 0 0 0 0 0 9 0 0 0 0 00 19 0 0 0 0 0 0 10 0 0 0 0 00 20 0 0 0 0 0 ╚......B......B......B......B.......BB......B......B......B......B.......╝ -......................................../ 0 Soil Strength & Pullout Resist. Data 0 2........G.......G.......G.......G.......D 0Material0 0 0 Unit 0Pullout0 0 ID No. 0 c 0 ø 0 Weight0 Res. 0 2........╬.......╬.......╬.......╬.......D 0 1 0 250 0 38 0 125 0 4976 0 0 2 0 0 0 0 0 0 3 0 0 0 0 0 0 4 0 0 0 0 0 0 5 0 0 0 0 0 0 6 0 0 0 0 0 0 7 0 0 0 0 0 0 8 0 0 0 0 0 0 9 0 0 0 0 0 0 10 0 0 0 0 0 0 11 0 0 0 0 0 0 12 0 0 0 0 0 0 13 0 0 0 0 0 0 14 0 0 0 0 0 ╚........B.......B.......B.......B.......╝ -.............................../ 0 Surcharge Pressure Data 0 2.......G.......G.......G.......D 0Load No0X-value0 Vert. 0 Horiz.0 2.......╬.......╬.......╬.......D 0 1 0 2 0 0 0 0 0 0 2 0 22 0 300 0 0 0 0 3 0 0 0 0 0 4 0 0 0 0 0 5 0 0 0 0 0 6 0 0 0 0 0 7 0 0 0 0 0 8 0 0 0 0 0 9 0 0 0 0 0 10 0 0 0 0 ╚.......B.......B.......B.......╝ Section 12 Page 4 Input File: C:\PROJECTS\IONISL~1\REV0~1\H22PP.gni GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 4 -..................G.........G........G........G........G......../ 0 0 Nail 0 Nail 0 Tendon 0 Head 0 Fixed 0 0 Nail Data 0 Depth 0 Length 0Strength0Strength0 Nail? 0 2..................╬.........╬........╬........╬........╬........D 0 Nail Row 1 0 3.5 0 20 0 33000 0 69500 0 0 0 Nail Row 2 0 8.5 0 18 0 33000 0 69500 0 0 0 Nail Row 3 0 13.5 0 15 0 33000 0 69500 0 0 0 Nail Row 4 0 18.5 0 15 0 33000 0 69500 0 0 0 Nail Row 5 0 0 0 0 0 0 0 Nail Row 6 0 0 0 0 0 0 0 Nail Row 7 0 0 0 0 0 0 0 Nail Row 8 0 0 0 0 0 0 0 Nail Row 9 0 0 0 0 0 0 0 Nail Row 10 0 0 0 0 0 0 0 Nail Row 11 0 0 0 0 0 0 0 Nail Row 12 0 0 0 0 0 0 0 Nail Row 13 0 0 0 0 0 0 0 Nail Row 14 0 0 0 0 0 0 0 Nail Row 15 0 0 0 0 0 0 0..................╬.........╬........B........B........B........╝ 0 Horiz. Spacing 0 6 0 0 Nail Declination0 17 0 ╚..................B.........╝ Section 12 Page 5 Output File: C:\PROJECTS\IONISL~1\REV0~1\H22PP.gnd GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 1 -................../ 0 Design Data 0 2..................B............................/ 0 Nail Head Factor = 1.00 for circle no 192 0 0 Nail Length Factor = 0.77 for circle no 38 0 2............G.............G....................D 0 0 0 Required Nail 0 0 Nail No. 0 Circle No 0 Tendon Strength 0 ╟TTTTTTTTTTTT╫TTTTTTTTTTTTT╫TTTTTTTTTTTTTTTTTTTTV 0 1 0 1 0 19385.07 0 0 2 0 1 0 25644.91 0 0 3 0 1 0 28733.92 0 0 4 0 62 0 32522.66 0 2............╬.............╬....................D 0 0 0 Required 0 0 Nail No. 0 Circle No 0 Nail Length 0 ╟TTTTTTTTTTTT╫TTTTTTTTTTTTT╫TTTTTTTTTTTTTTTTTTTTV 0 1 0 0 15.46 0 0 2 0 0 13.92 0 0 3 0 0 11.60 0 0 4 0 0 11.60 0 ╚............B.............B....................╝ -................../ 0 Output Data 0 2..................B........./ 0 Wall Height = 21.00 0 0 Wall Slope = 90.00 0 2..........G............G....B.......G............G............G............G............./ 0 0 0 0 0 0 0Force Req'd/ 0 0 Circle 0 Circle 0 Circle 0 Circle 0 Circle 0 Moment 0 Unit Wall 0 0 Number 0 X-Intercept0 Base Angle 0 X-Center 0 Y-Center 0 Ratio 0 Length 0 ╟TTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTTTV 0 1 0 15.03 0 54.31 0 -10492.49 0 -7536.38 0 1.000 0 9511.45 0 0 2 0 15.03 0 51.03 0 -172.52 0 -139.53 0 0.999 0 9423.69 0 0 3 0 15.03 0 47.75 0 -82.98 0 -75.36 0 0.999 0 9214.93 0 0 4 0 15.03 0 44.47 0 -52.66 0 -53.62 0 0.998 0 8891.93 0 0 5 0 15.03 0 41.19 0 -37.33 0 -42.64 0 0.997 0 8455.37 0 0 6 0 15.03 0 37.91 0 -28.03 0 -35.97 0 0.996 0 7905.98 0 0 7 0 15.03 0 34.63 0 -21.75 0 -31.47 0 0.996 0 7243.43 0 0 8 0 15.03 0 31.35 0 -17.20 0 -28.21 0 0.995 0 6437.88 0 0 9 0 15.03 0 28.07 0 -13.74 0 -25.73 0 0.996 0 5566.19 0 0 10 0 15.03 0 24.78 0 -10.99 0 -23.76 0 0.996 0 4556.72 0 0 11 0 15.03 0 21.50 0 -8.75 0 -22.15 0 0.996 0 3407.24 0 0 12 0 15.31 0 53.81 0 -10492.35 0 -7677.81 0 1.000 0 9419.19 0 0 13 0 15.31 0 50.52 0 -172.38 0 -141.96 0 0.999 0 9319.53 0 0 14 0 15.31 0 47.24 0 -82.84 0 -76.58 0 0.999 0 9098.96 0 0 15 0 15.31 0 43.96 0 -52.52 0 -54.43 0 0.998 0 8763.85 0 0 16 0 15.31 0 40.68 0 -37.19 0 -43.24 0 0.997 0 8319.28 0 0 17 0 15.31 0 37.40 0 -27.89 0 -36.45 0 0.996 0 7753.74 0 0 18 0 15.31 0 34.12 0 -21.61 0 -31.86 0 0.996 0 7077.57 0 0 19 0 15.31 0 30.84 0 -17.06 0 -28.54 0 0.995 0 6261.80 0 0 20 0 15.31 0 27.56 0 -13.59 0 -26.01 0 0.996 0 5375.34 0 0 21 0 15.31 0 24.28 0 -10.85 0 -24.01 0 0.995 0 4318.96 0 0 22 0 15.31 0 21.00 0 -8.61 0 -22.37 0 0.995 0 3182.64 0 0 23 0 15.65 0 53.21 0 -10492.18 0 -7845.44 0 1.000 0 9303.73 0 0 24 0 15.65 0 49.93 0 -172.21 0 -144.83 0 0.999 0 9191.61 0 0 25 0 15.65 0 46.65 0 -82.67 0 -78.02 0 0.999 0 8955.77 0 0 26 0 15.65 0 43.37 0 -52.35 0 -55.39 0 0.998 0 8606.11 0 0 27 0 15.65 0 40.09 0 -37.02 0 -43.96 0 0.997 0 8142.83 0 0 28 0 15.65 0 36.81 0 -27.72 0 -37.02 0 0.996 0 7567.90 0 0 29 0 15.65 0 33.53 0 -21.44 0 -32.33 0 0.995 0 6868.09 0 0 30 0 15.65 0 30.25 0 -16.89 0 -28.94 0 0.995 0 6039.56 0 0 31 0 15.65 0 26.97 0 -13.43 0 -26.35 0 0.995 0 5108.93 0 0 32 0 15.65 0 23.69 0 -10.68 0 -24.30 0 0.995 0 4072.57 0 0 33 0 15.65 0 20.41 0 -8.44 0 -22.63 0 0.996 0 2932.81 0 0 34 0 15.65 0 17.12 0 -6.56 0 -21.23 0 0.995 0 1645.36 0 0 35 0 16.01 0 52.59 0 -10492.00 0 -8024.25 0 1.000 0 9173.50 0 0 36 0 16.01 0 49.31 0 -172.03 0 -147.90 0 0.999 0 9043.49 0 0 37 0 16.01 0 46.03 0 -82.50 0 -79.56 0 0.999 0 8805.82 0 ╚..........B............B............B............B............B............B.............╝ Section 12 Page 6 Output File: C:\PROJECTS\IONISL~1\REV0~1\H22PP.gnd GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 2 -................../ 0 Output Data 0 2..................B........./ 0 Wall Height = 21.00 0 0 Wall Slope = 90.00 0 2..........G............G....B.......G............G............G............G............./ 0 0 0 0 0 0 0Force Req'd/ 0 0 Circle 0 Circle 0 Circle 0 Circle 0 Circle 0 Moment 0 Unit Wall 0 0 Number 0 X-Intercept0 Base Angle 0 X-Center 0 Y-Center 0 Ratio 0 Length 0 ╟TTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTTTV 0 38 0 16.01 0 42.75 0 -52.17 0 -56.42 0 0.998 0 8435.71 0 0 39 0 16.01 0 39.47 0 -36.84 0 -44.72 0 0.997 0 7953.62 0 0 40 0 16.01 0 36.19 0 -27.54 0 -37.62 0 0.996 0 7363.73 0 0 41 0 16.01 0 32.91 0 -21.26 0 -32.83 0 0.995 0 6639.26 0 0 42 0 16.01 0 29.63 0 -16.72 0 -29.36 0 0.994 0 5790.30 0 0 43 0 16.01 0 26.35 0 -13.25 0 -26.71 0 0.994 0 4825.34 0 0 44 0 16.01 0 23.06 0 -10.50 0 -24.62 0 0.994 0 3791.44 0 0 45 0 16.01 0 19.78 0 -8.26 0 -22.90 0 0.994 0 2604.66 0 0 46 0 16.01 0 16.50 0 -6.38 0 -21.47 0 0.994 0 1329.38 0 0 47 0 16.39 0 51.94 0 -10491.81 0 -8215.22 0 1.000 0 9026.79 0 0 48 0 16.39 0 48.66 0 -171.84 0 -151.17 0 0.999 0 8883.56 0 0 49 0 16.39 0 45.38 0 -82.30 0 -81.21 0 0.999 0 8628.93 0 0 50 0 16.39 0 42.10 0 -51.98 0 -57.51 0 0.998 0 8249.43 0 0 51 0 16.39 0 38.82 0 -36.65 0 -45.54 0 0.997 0 7757.47 0 0 52 0 16.39 0 35.53 0 -27.35 0 -38.27 0 0.996 0 7131.11 0 0 53 0 16.39 0 32.25 0 -21.07 0 -33.36 0 0.995 0 6396.78 0 0 54 0 16.39 0 28.97 0 -16.52 0 -29.81 0 0.994 0 5529.95 0 0 55 0 16.39 0 25.69 0 -13.06 0 -27.10 0 0.994 0 4549.93 0 0 56 0 16.39 0 22.41 0 -10.31 0 -24.95 0 0.994 0 3501.07 0 0 57 0 16.39 0 19.13 0 -8.07 0 -23.20 0 0.993 0 2297.27 0 0 58 0 16.39 0 15.85 0 -6.19 0 -21.73 0 0.992 0 957.31 0 0 59 0 16.80 0 51.25 0 -10491.61 0 -8419.44 0 1.000 0 8861.82 0 0 60 0 16.80 0 47.97 0 -171.63 0 -154.67 0 0.999 0 8703.85 0 0 61 0 16.80 0 44.69 0 -82.10 0 -82.97 0 0.999 0 8427.30 0 0 62 0 16.80 0 41.41 0 -51.78 0 -58.68 0 0.998 0 8043.80 0 0 63 0 16.80 0 38.13 0 -36.45 0 -46.41 0 0.997 0 7525.47 0 0 64 0 16.80 0 34.85 0 -27.15 0 -38.96 0 0.996 0 6884.21 0 0 65 0 16.80 0 31.57 0 -20.87 0 -33.93 0 0.995 0 6122.09 0 0 66 0 16.80 0 28.29 0 -16.32 0 -30.29 0 0.994 0 5233.70 0 0 67 0 16.80 0 25.01 0 -12.85 0 -27.51 0 0.993 0 4235.97 0 0 68 0 16.80 0 21.73 0 -10.11 0 -25.31 0 0.993 0 3145.46 0 0 69 0 16.80 0 18.45 0 -7.86 0 -23.52 0 0.993 0 1969.09 0 0 70 0 16.80 0 15.16 0 -5.99 0 -22.01 0 0.992 0 605.69 0 0 71 0 17.24 0 50.53 0 -10491.39 0 -8638.12 0 1.000 0 8676.34 0 0 72 0 17.24 0 47.25 0 -171.42 0 -158.42 0 0.999 0 8501.50 0 0 73 0 17.24 0 43.97 0 -81.88 0 -84.85 0 0.999 0 8208.16 0 0 74 0 17.24 0 40.69 0 -51.56 0 -59.94 0 0.998 0 7803.92 0 0 75 0 17.24 0 37.41 0 -36.23 0 -47.34 0 0.997 0 7264.75 0 0 76 0 17.24 0 34.13 0 -26.93 0 -39.70 0 0.996 0 6601.00 0 0 77 0 17.24 0 30.85 0 -20.65 0 -34.54 0 0.995 0 5818.29 0 0 78 0 17.24 0 27.57 0 -16.10 0 -30.80 0 0.994 0 4924.88 0 0 79 0 17.24 0 24.29 0 -12.63 0 -27.95 0 0.994 0 3925.55 0 0 80 0 17.24 0 21.01 0 -9.89 0 -25.70 0 0.992 0 2783.82 0 0 81 0 17.24 0 17.73 0 -7.64 0 -23.85 0 0.993 0 1593.65 0 0 82 0 17.70 0 49.78 0 -10491.15 0 -8872.65 0 1.000 0 8467.87 0 0 83 0 17.70 0 46.50 0 -171.18 0 -162.44 0 0.999 0 8274.12 0 0 84 0 17.70 0 43.22 0 -81.65 0 -86.87 0 0.999 0 7965.15 0 0 85 0 17.70 0 39.94 0 -51.32 0 -61.28 0 0.998 0 7526.08 0 0 86 0 17.70 0 36.65 0 -35.99 0 -48.34 0 0.997 0 6976.49 0 0 87 0 17.70 0 33.37 0 -26.69 0 -40.49 0 0.996 0 6302.82 0 0 88 0 17.70 0 30.09 0 -20.42 0 -35.19 0 0.995 0 5496.19 0 0 89 0 17.70 0 26.81 0 -15.87 0 -31.36 0 0.994 0 4572.93 0 0 90 0 17.70 0 23.53 0 -12.40 0 -28.43 0 0.993 0 3529.43 0 0 91 0 17.70 0 20.25 0 -9.65 0 -26.11 0 0.992 0 2404.86 0 0 92 0 17.70 0 16.97 0 -7.41 0 -24.22 0 0.990 0 1125.45 0 0 93 0 18.21 0 48.98 0 -10490.90 0 -9124.59 0 1.000 0 8233.67 0 0 94 0 18.21 0 45.70 0 -170.93 0 -166.76 0 0.999 0 8022.67 0 0 95 0 18.21 0 42.42 0 -81.39 0 -89.05 0 0.999 0 7697.21 0 0 96 0 18.21 0 39.14 0 -51.07 0 -62.72 0 0.998 0 7244.20 0 0 97 0 18.21 0 35.86 0 -35.74 0 -49.42 0 0.997 0 6658.63 0 ╚..........B............B............B............B............B............B.............╝ Section 12 Page 7 Output File: C:\PROJECTS\IONISL~1\REV0~1\H22PP.gnd GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 3 -................../ 0 Output Data 0 2..................B........./ 0 Wall Height = 21.00 0 0 Wall Slope = 90.00 0 2..........G............G....B.......G............G............G............G............./ 0 0 0 0 0 0 0Force Req'd/ 0 0 Circle 0 Circle 0 Circle 0 Circle 0 Circle 0 Moment 0 Unit Wall 0 0 Number 0 X-Intercept0 Base Angle 0 X-Center 0 Y-Center 0 Ratio 0 Length 0 ╟TTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTTTV 0 98 0 18.21 0 32.58 0 -26.44 0 -41.35 0 0.996 0 5960.19 0 0 99 0 18.21 0 29.30 0 -20.16 0 -35.90 0 0.995 0 5132.13 0 0 100 0 18.21 0 26.02 0 -15.62 0 -31.95 0 0.994 0 4188.03 0 0 101 0 18.21 0 22.74 0 -12.15 0 -28.94 0 0.992 0 3128.31 0 0 102 0 18.21 0 19.46 0 -9.40 0 -26.55 0 0.991 0 1947.87 0 0 103 0 18.21 0 16.18 0 -7.16 0 -24.61 0 1.002 0 1051.82 0 0 104 0 18.75 0 48.15 0 -10490.63 0 -9395.74 0 1.000 0 7970.53 0 0 105 0 18.75 0 44.87 0 -170.66 0 -171.41 0 0.999 0 7737.56 0 0 106 0 18.75 0 41.59 0 -81.12 0 -91.38 0 0.999 0 7391.19 0 0 107 0 18.75 0 38.31 0 -50.80 0 -64.28 0 0.998 0 6918.11 0 0 108 0 18.75 0 35.03 0 -35.47 0 -50.58 0 0.997 0 6313.01 0 0 109 0 18.75 0 31.75 0 -26.17 0 -42.26 0 0.996 0 5575.13 0 0 110 0 18.75 0 28.47 0 -19.89 0 -36.65 0 0.995 0 4751.53 0 0 111 0 18.75 0 25.19 0 -15.34 0 -32.59 0 0.994 0 3780.50 0 0 112 0 18.75 0 21.91 0 -11.88 0 -29.49 0 0.992 0 2700.10 0 0 113 0 18.75 0 18.62 0 -9.13 0 -27.03 0 0.990 0 1486.72 0 0 114 0 18.75 0 15.34 0 -6.89 0 -25.03 0 1.000 0 538.99 0 0 115 0 19.34 0 47.28 0 -10490.34 0 -9688.13 0 1.000 0 7674.71 0 0 116 0 19.34 0 44.00 0 -170.37 0 -176.42 0 0.999 0 7418.73 0 0 117 0 19.34 0 40.72 0 -80.83 0 -93.90 0 0.999 0 7049.69 0 0 118 0 19.34 0 37.43 0 -50.51 0 -65.95 0 0.998 0 6552.22 0 0 119 0 19.34 0 34.15 0 -35.18 0 -51.82 0 0.997 0 5935.78 0 0 120 0 19.34 0 30.87 0 -25.88 0 -43.25 0 0.996 0 5170.13 0 0 121 0 19.34 0 27.59 0 -19.60 0 -37.47 0 0.995 0 4314.09 0 0 122 0 19.34 0 24.31 0 -15.05 0 -33.27 0 0.993 0 3319.26 0 0 123 0 19.34 0 21.03 0 -11.58 0 -30.08 0 0.992 0 2215.83 0 0 124 0 19.34 0 17.75 0 -8.84 0 -27.55 0 0.990 0 996.87 0 0 125 0 19.97 0 46.36 0 -10490.02 0 -10004.14 0 1.000 0 7341.95 0 0 126 0 19.97 0 43.08 0 -170.05 0 -181.84 0 0.999 0 7064.17 0 0 127 0 19.97 0 39.80 0 -80.52 0 -96.63 0 0.999 0 6661.20 0 0 128 0 19.97 0 36.52 0 -50.19 0 -67.76 0 0.998 0 6154.71 0 0 129 0 19.97 0 33.24 0 -34.86 0 -53.17 0 0.998 0 5512.66 0 0 130 0 19.97 0 29.95 0 -25.56 0 -44.32 0 0.996 0 4740.14 0 0 131 0 19.97 0 26.67 0 -19.28 0 -38.35 0 0.995 0 3836.92 0 0 132 0 19.97 0 23.39 0 -14.74 0 -34.02 0 0.994 0 2851.91 0 0 133 0 19.97 0 20.11 0 -11.27 0 -30.72 0 0.992 0 1706.01 0 0 134 0 19.97 0 16.83 0 -8.52 0 -28.10 0 0.990 0 466.13 0 0 135 0 20.65 0 45.39 0 -10489.68 0 -10346.50 0 1.000 0 6967.55 0 0 136 0 20.65 0 42.11 0 -169.71 0 -187.71 0 0.999 0 6663.19 0 0 137 0 20.65 0 38.83 0 -80.17 0 -99.58 0 0.999 0 6239.36 0 0 138 0 20.65 0 35.55 0 -49.85 0 -69.73 0 0.998 0 5702.09 0 0 139 0 20.65 0 32.27 0 -34.52 0 -54.64 0 0.997 0 5034.77 0 0 140 0 20.65 0 28.99 0 -25.22 0 -45.48 0 0.996 0 4236.26 0 0 141 0 20.65 0 25.71 0 -18.94 0 -39.30 0 0.995 0 3306.80 0 0 142 0 20.65 0 22.43 0 -14.39 0 -34.82 0 0.993 0 2270.63 0 0 143 0 20.65 0 19.15 0 -10.93 0 -31.41 0 0.993 0 1148.97 0 0 144 0 21.40 0 44.38 0 -10489.31 0 -10718.40 0 1.000 0 6545.64 0 0 145 0 21.40 0 41.10 0 -169.34 0 -194.09 0 0.999 0 6212.36 0 0 146 0 21.40 0 37.82 0 -79.80 0 -102.78 0 0.999 0 5771.47 0 0 147 0 21.40 0 34.54 0 -49.48 0 -71.86 0 0.998 0 5195.63 0 0 148 0 21.40 0 31.26 0 -34.15 0 -56.22 0 0.998 0 4513.83 0 0 149 0 21.40 0 27.98 0 -24.85 0 -46.74 0 0.996 0 3688.74 0 0 150 0 21.40 0 24.70 0 -18.57 0 -40.34 0 0.994 0 2725.40 0 0 151 0 21.40 0 21.42 0 -14.02 0 -35.70 0 0.993 0 1659.85 0 0 152 0 21.40 0 18.14 0 -10.55 0 -32.16 0 0.992 0 500.22 0 0 153 0 22.21 0 43.32 0 -10488.90 0 -11123.62 0 1.000 0 6049.29 0 0 154 0 22.21 0 40.04 0 -168.93 0 -201.04 0 0.999 0 5684.29 0 0 155 0 22.21 0 36.76 0 -79.40 0 -106.27 0 0.999 0 5199.19 0 0 156 0 22.21 0 33.48 0 -49.07 0 -74.18 0 0.998 0 4601.09 0 0 157 0 22.21 0 30.19 0 -33.74 0 -57.95 0 0.998 0 3897.33 0 ╚..........B............B............B............B............B............B.............╝ Section 12 Page 8 Output File: C:\PROJECTS\IONISL~1\REV0~1\H22PP.gnd GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 4 -................../ 0 Output Data 0 2..................B........./ 0 Wall Height = 21.00 0 0 Wall Slope = 90.00 0 2..........G............G....B.......G............G............G............G............./ 0 0 0 0 0 0 0Force Req'd/ 0 0 Circle 0 Circle 0 Circle 0 Circle 0 Circle 0 Moment 0 Unit Wall 0 0 Number 0 X-Intercept0 Base Angle 0 X-Center 0 Y-Center 0 Ratio 0 Length 0 ╟TTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTTTV 0 158 0 22.21 0 26.91 0 -24.44 0 -48.11 0 0.997 0 3056.28 0 0 159 0 22.21 0 23.63 0 -18.17 0 -41.47 0 0.996 0 2090.75 0 0 160 0 22.21 0 20.35 0 -13.62 0 -36.65 0 0.994 0 990.27 0 0 161 0 23.09 0 42.20 0 -10488.46 0 -11566.60 0 1.000 0 5432.75 0 0 162 0 23.09 0 38.92 0 -168.49 0 -208.63 0 0.999 0 5025.98 0 0 163 0 23.09 0 35.64 0 -78.95 0 -110.09 0 0.999 0 4501.72 0 0 164 0 23.09 0 32.36 0 -48.63 0 -76.72 0 0.998 0 3859.28 0 0 165 0 23.09 0 29.08 0 -33.30 0 -59.85 0 0.998 0 3124.30 0 0 166 0 23.09 0 25.80 0 -24.00 0 -49.61 0 0.997 0 2261.33 0 0 167 0 23.09 0 22.52 0 -17.72 0 -42.70 0 0.996 0 1272.45 0 0 168 0 23.09 0 19.24 0 -13.17 0 -37.69 0 0.995 0 153.01 0 0 169 0 24.06 0 41.03 0 -10487.97 0 -12052.65 0 1.000 0 4751.71 0 0 170 0 24.06 0 37.75 0 -168.00 0 -216.96 0 0.999 0 4302.88 0 0 171 0 24.06 0 34.47 0 -78.47 0 -114.28 0 0.999 0 3739.60 0 0 172 0 24.06 0 31.19 0 -48.14 0 -79.50 0 0.998 0 3061.20 0 0 173 0 24.06 0 27.91 0 -32.81 0 -61.92 0 0.997 0 2258.62 0 0 174 0 24.06 0 24.63 0 -23.51 0 -51.26 0 0.998 0 1392.85 0 0 175 0 24.06 0 21.34 0 -17.24 0 -44.06 0 0.997 0 376.66 0 0 176 0 25.14 0 39.80 0 -10487.44 0 -12588.19 0 1.000 0 3996.35 0 0 177 0 25.14 0 36.52 0 -167.47 0 -226.15 0 0.999 0 3501.29 0 0 178 0 25.14 0 33.24 0 -77.93 0 -118.89 0 0.999 0 2895.63 0 0 179 0 25.14 0 29.96 0 -47.61 0 -82.57 0 0.998 0 2176.46 0 0 180 0 25.14 0 26.68 0 -32.28 0 -64.21 0 0.998 0 1344.82 0 0 181 0 25.14 0 23.39 0 -22.98 0 -53.07 0 0.998 0 441.67 0 0 182 0 26.32 0 38.51 0 -10486.85 0 -13181.00 0 1.000 0 3154.65 0 0 183 0 26.32 0 35.23 0 -166.87 0 -236.31 0 1.000 0 2617.78 0 0 184 0 26.32 0 31.94 0 -77.34 0 -124.00 0 0.999 0 1968.43 0 0 185 0 26.32 0 28.66 0 -47.01 0 -85.97 0 0.999 0 1209.43 0 0 186 0 26.32 0 25.38 0 -31.69 0 -66.74 0 0.998 0 341.11 0 0 187 0 27.64 0 37.15 0 -10486.19 0 -13840.69 0 1.000 0 2211.88 0 0 188 0 27.64 0 33.87 0 -166.21 0 -247.62 0 1.000 0 1624.06 0 0 189 0 27.64 0 30.59 0 -76.68 0 -129.69 0 0.999 0 928.42 0 0 190 0 27.64 0 27.31 0 -46.36 0 -89.75 0 0.999 0 129.32 0 0 191 0 29.12 0 35.72 0 -10485.45 0 -14579.18 0 1.000 0 1149.95 0 0 192 0 29.12 0 32.44 0 -165.47 0 -260.28 0 1.000 0 509.17 0 ╚..........B............B............B............B............B............B.............╝ Section 12 Page 9 SECTION 13 Input File: C:\PROJECTS\IONISL~1\REV0~1\H22PP-S.gni This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 1 -5 0 5 10 15 20 25 30 35 40 45 5 0 -5 -10 -15 -20 -25 Ionis Section 13 Page 1 SHORZ = ______ ft. (HORIZONTAL NAIL SPACING) SVERT = ______ ft. (VERTICAL NAIL SPACING) DBAR = ______ in. (BAR DIAMETER) GRADE____ DHOLE = _____ in. (DIAMETER OF DRILLED HOLE) SOIL NAIL DESIGN SECTION (H = ft. max) 6 VARIES 6 75___6 LOAD GROUP:_____ - (____________________)VII SEISMIC 22.0 Input File: C:\PROJECTS\IONISL~1\REV0~1\H22PP-S.gni GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 1 Ionis .//////////////////////////0 1 General Data 1 3//////////////////////////╬/////////////////0 1 File Indentifier 1 H22PP-S.GNI 1 1 Unit weight of water 1 62.4 1 1 Base depth for analysis 1 21.0 1 1 Seismic Coefficient 1 0.21 1 1 Minimum Base Exit Angle 1 15.0 1 1 X Search limit (left) 1 15.0 1 1 X Search limit (right) 1 60.0 1 1 Number of slip circles 1 250 1 1 No. of slip circle exits 1 30 1 ╚//////////////////////////C/////////////////╝ ./////////////////////////////////////////////////0 1 LRFD and Safety Factor Data 1 3/////////////////////////////////////////////////╬///////0 1 Analysis Mode: (L)RFD or (S)LD (specify L or S) 1 S 1 3/ SLD Safety and Strength Factors (mode S only) /╬///////E 1 FS for Soil Cohesion 1 1 1 1 FS for Soil Friction 1 1 1 1 Strength Factor for Head Strength 1 0.89 1 1 Strength Factor for Nail Tendon Strength 1 0.73 1 1 Strength Factor for Nail Pullout Resistance 1 0.67 1 3/ LRFD Load Factors (mode L only) ///////////////╬///////E 1 LF for Unit Weight of Water 1 1 1 1 LF for Unit Weight of Soil 1 1.35 1 1 LF for Surcharge Loads 1 1.75 1 1 LF for Seismic Loads 1 1 1 3/ LRFD Resistance Factors (mode L only) /////////╬///////E 1 RF for Soil Cohesion 1 1 1 1 RF for Soil Friction Angle 1 0.75 1 1 RF for Head Strength 1 0.9 1 1 RF for Nail Pullout Resistance 1 0.7 1 1 RF for Nail Tendon Strength 1 0.9 1 ╚/////////////////////////////////////////////////C///////╝ .//////////////////////////I//////////I///////////0 1 PIEZOMETRIC DATA 1 X-Value 1Piez. Level1 3//////////////////////////╬//////////╬///////////E 1 Point 1 1 1 1 1 Point 2 1 1 1 1 Point 3 1 1 1 1 Point 4 1 1 1 1 Point 5 1 1 1 1 Point 6 1 1 1 1 Point 7 1 1 1 1 Point 8 1 1 1 1 Point 9 1 1 1 1 Point 10 1 1 1 ╚//////////////////////////C//////////C///////////╝ Section 13 Page 2 Input File: C:\PROJECTS\IONISL~1\REV0~1\H22PP-S.gni GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 2 .////////////////////////0 1 Nodal Data 1 3///////I///////I///////I╬///////I///////I///////II///////I///////I///////0 1Node No1X-Value1Y-Value11Node No1X-Value1Y-Value11Node No1X-Value1Y-Value1 3///////╬///////╬///////╬╬///////╬///////╬///////╬╬///////╬///////╬///////E 1 1 10 10 11 16 1 1 11 31 1 1 1 1 2 10.001 1-21 11 17 1 1 11 32 1 1 1 1 3 160 1-21 11 18 1 1 11 33 1 1 1 1 4 1 1 11 19 1 1 11 34 1 1 1 1 5 1 1 11 20 1 1 11 35 1 1 1 1 6 1 1 11 21 1 1 11 36 1 1 1 1 7 1 1 11 22 1 1 11 37 1 1 1 1 8 1 1 11 23 1 1 11 38 1 1 1 1 9 1 1 11 24 1 1 11 39 1 1 1 1 10 1 1 11 25 1 1 11 40 1 1 1 1 11 1 1 11 26 1 1 11 41 1 1 1 1 12 1 1 11 27 1 1 11 42 1 1 1 1 13 1 1 11 28 1 1 11 43 1 1 1 1 14 1 1 11 29 1 1 11 44 1 1 1 1 15 1 1 11 30 1 1 11 45 1 1 1 ╚///////C///////C///////CC///////C///////C///////CC///////C///////C///////╝ .///////////////////////////////////0 1 Wall Segment Data 1 3//////I//////I//////I//////I///////╬I//////I//////I//////I//////I///////0 1 Seg. 1 Node 1 Node 1 Soil 1Pullout11 Seg. 1 Node 1 Node 1 Soil 1Pullout1 1 No. 1 1 1 2 1 ID 1Res. ID11 No. 1 1 1 2 1 ID 1Res. ID1 3//////╬//////╬//////╬//////╬///////╬╬//////╬//////╬//////╬//////╬///////E 1 1 11 12 11 11 11 11 1 1 1 1 1 1 2 1 1 1 1 11 12 1 1 1 1 1 1 3 1 1 1 1 11 13 1 1 1 1 1 1 4 1 1 1 1 11 14 1 1 1 1 1 1 5 1 1 1 1 11 15 1 1 1 1 1 1 6 1 1 1 1 11 16 1 1 1 1 1 1 7 1 1 1 1 11 17 1 1 1 1 1 1 8 1 1 1 1 11 18 1 1 1 1 1 1 9 1 1 1 1 11 19 1 1 1 1 1 1 10 1 1 1 1 11 20 1 1 1 1 1 ╚//////C//////C//////C//////C///////CC//////C//////C//////C//////C///////╝ .///////////////////////////0 1 Surface Segment Data 1 3//////I//////I//////I//////╬I//////I//////I//////I//////0 1 Seg. 1 Node 1 Node 1 Soil 11 Seg. 1 Node 1 Node 1 Soil 1 1 No. 1 1 1 2 1 ID 11 No. 1 1 1 2 1 ID 1 3//////╬//////╬//////╬//////╬╬//////╬//////╬//////╬//////E 1 1 1 2 1 3 1 1 11 11 1 1 1 1 1 2 1 1 1 11 12 1 1 1 1 1 3 1 1 1 11 13 1 1 1 1 1 4 1 1 1 11 14 1 1 1 1 1 5 1 1 1 11 15 1 1 1 1 1 6 1 1 1 11 16 1 1 1 1 1 7 1 1 1 11 17 1 1 1 1 1 8 1 1 1 11 18 1 1 1 1 1 9 1 1 1 11 19 1 1 1 1 1 10 1 1 1 11 20 1 1 1 1 ╚//////C//////C//////C//////CC//////C//////C//////C//////╝ Section 13 Page 3 Input File: C:\PROJECTS\IONISL~1\REV0~1\H22PP-S.gni GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 3 .///////////////////////////////////0 1 Internal Segment Data 1 3//////I//////I//////I//////I///////╬I//////I//////I//////I//////I///////0 1 Seg. 1 Node 1 Node 1 Soil 1Pullout11 Seg. 1 Node 1 Node 1 Soil 1Pullout1 1 No. 1 1 1 2 1 ID 1Res. ID11 No. 1 1 1 2 1 ID 1Res. ID1 3//////╬//////╬//////╬//////╬///////╬╬//////╬//////╬//////╬//////╬///////E 1 1 1 1 1 1 11 11 1 1 1 1 1 1 2 1 1 1 1 11 12 1 1 1 1 1 1 3 1 1 1 1 11 13 1 1 1 1 1 1 4 1 1 1 1 11 14 1 1 1 1 1 1 5 1 1 1 1 11 15 1 1 1 1 1 1 6 1 1 1 1 11 16 1 1 1 1 1 1 7 1 1 1 1 11 17 1 1 1 1 1 1 8 1 1 1 1 11 18 1 1 1 1 1 1 9 1 1 1 1 11 19 1 1 1 1 1 1 10 1 1 1 1 11 20 1 1 1 1 1 ╚//////C//////C//////C//////C///////CC//////C//////C//////C//////C///////╝ .////////////////////////////////////////0 1 Soil Strength & Pullout Resist. Data 1 3////////I///////I///////I///////I///////E 1Material1 1 1 Unit 1Pullout1 1 ID No. 1 c 1 ø 1 Weight1 Res. 1 3////////╬///////╬///////╬///////╬///////E 1 1 1 250 1 38 1 125 1 4976 1 1 2 1 1 1 1 1 1 3 1 1 1 1 1 1 4 1 1 1 1 1 1 5 1 1 1 1 1 1 6 1 1 1 1 1 1 7 1 1 1 1 1 1 8 1 1 1 1 1 1 9 1 1 1 1 1 1 10 1 1 1 1 1 1 11 1 1 1 1 1 1 12 1 1 1 1 1 1 13 1 1 1 1 1 1 14 1 1 1 1 1 ╚////////C///////C///////C///////C///////╝ .///////////////////////////////0 1 Surcharge Pressure Data 1 3///////I///////I///////I///////E 1Load No1X-value1 Vert. 1 Horiz.1 3///////╬///////╬///////╬///////E 1 1 1 2 1 0 1 0 1 1 2 1 22 1 0 1 0 1 1 3 1 1 1 1 1 4 1 1 1 1 1 5 1 1 1 1 1 6 1 1 1 1 1 7 1 1 1 1 1 8 1 1 1 1 1 9 1 1 1 1 1 10 1 1 1 1 ╚///////C///////C///////C///////╝ Section 13 Page 4 Input File: C:\PROJECTS\IONISL~1\REV0~1\H22PP-S.gni GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 4 .//////////////////I/////////I////////I////////I////////I////////0 1 1 Nail 1 Nail 1 Tendon 1 Head 1 Fixed 1 1 Nail Data 1 Depth 1 Length 1Strength1Strength1 Nail? 1 3//////////////////╬/////////╬////////╬////////╬////////╬////////E 1 Nail Row 1 1 3.5 1 20 1 33000 1 69500 1 1 1 Nail Row 2 1 8.5 1 18 1 33000 1 69500 1 1 1 Nail Row 3 1 13.5 1 15 1 33000 1 69500 1 1 1 Nail Row 4 1 18.5 1 15 1 33000 1 69500 1 1 1 Nail Row 5 1 1 1 1 1 1 1 Nail Row 6 1 1 1 1 1 1 1 Nail Row 7 1 1 1 1 1 1 1 Nail Row 8 1 1 1 1 1 1 1 Nail Row 9 1 1 1 1 1 1 1 Nail Row 10 1 1 1 1 1 1 1 Nail Row 11 1 1 1 1 1 1 1 Nail Row 12 1 1 1 1 1 1 1 Nail Row 13 1 1 1 1 1 1 1 Nail Row 14 1 1 1 1 1 1 1 Nail Row 15 1 1 1 1 1 1 1//////////////////╬/////////╬////////C////////C////////C////////╝ 1 Horiz. Spacing 1 6 1 1 Nail Declination1 17 1 ╚//////////////////C/////////╝ Section 13 Page 5 Output File: C:\PROJECTS\IONISL~1\REV0~1\H22PP-S.gnf GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 1 .//////////////////0 1 Global Stability 1 3//////////////////C/////////////////////////////////////////////////////////0 1 Minimum global safety factor = 1.627 for circle no. 212 1 ╚////////////////////////////////////////////////////////////////////////////╝ .//////////////////0 1 Output Data 1 3//////////////////C/////////0 1 Wall Height = 21.00 1 1 Wall Slope = 90.00 1 3//////////I////////////I////C///////I////////////I////////////I////////////I/////////////0 1 Circle 1 Circle 1 Circle 1 Circle 1 Circle 1 Moment 1 Factor of 1 1 Number 1 X-Intercept1 Base Angle 1 X-Center 1 Y-Center 1 Ratio 1 Safety 1 ╟SSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSSSU 1 1 1 15.03 1 54.31 1 -10492.49 1 -7536.38 1 1.000 1 1.85 1 1 2 1 15.03 1 51.03 1 -172.52 1 -139.53 1 1.007 1 1.83 1 1 3 1 15.03 1 47.75 1 -82.98 1 -75.36 1 1.006 1 1.85 1 1 4 1 15.03 1 44.47 1 -52.66 1 -53.62 1 1.009 1 1.87 1 1 5 1 15.03 1 41.19 1 -37.33 1 -42.64 1 1.000 1 1.93 1 1 6 1 15.03 1 37.91 1 -28.03 1 -35.97 1 1.000 1 1.98 1 1 7 1 15.03 1 34.63 1 -21.75 1 -31.47 1 1.001 1 2.04 1 1 8 1 15.03 1 31.35 1 -17.20 1 -28.21 1 1.003 1 2.09 1 1 9 1 15.03 1 28.07 1 -13.74 1 -25.73 1 1.006 1 2.16 1 1 10 1 15.03 1 24.78 1 -10.99 1 -23.76 1 1.010 1 2.21 1 1 11 1 15.03 1 21.50 1 -8.75 1 -22.15 1 1.002 1 2.30 1 1 12 1 15.31 1 53.81 1 -10492.35 1 -7677.81 1 1.000 1 1.85 1 1 13 1 15.31 1 50.52 1 -172.38 1 -141.96 1 1.007 1 1.84 1 1 14 1 15.31 1 47.24 1 -82.84 1 -76.58 1 1.006 1 1.85 1 1 15 1 15.31 1 43.96 1 -52.52 1 -54.43 1 1.009 1 1.87 1 1 16 1 15.31 1 40.68 1 -37.19 1 -43.24 1 1.000 1 1.94 1 1 17 1 15.31 1 37.40 1 -27.89 1 -36.45 1 1.000 1 1.98 1 1 18 1 15.31 1 34.12 1 -21.61 1 -31.86 1 1.001 1 2.04 1 1 19 1 15.31 1 30.84 1 -17.06 1 -28.54 1 1.003 1 2.09 1 1 20 1 15.31 1 27.56 1 -13.59 1 -26.01 1 1.006 1 2.14 1 1 21 1 15.31 1 24.28 1 -10.85 1 -24.01 1 1.001 1 2.22 1 1 22 1 15.31 1 21.00 1 -8.61 1 -22.37 1 1.002 1 2.28 1 1 23 1 15.65 1 53.21 1 -10492.18 1 -7845.44 1 1.000 1 1.85 1 1 24 1 15.65 1 49.93 1 -172.21 1 -144.83 1 1.007 1 1.84 1 1 25 1 15.65 1 46.65 1 -82.67 1 -78.02 1 1.006 1 1.86 1 1 26 1 15.65 1 43.37 1 -52.35 1 -55.39 1 1.009 1 1.87 1 1 27 1 15.65 1 40.09 1 -37.02 1 -43.96 1 1.000 1 1.94 1 1 28 1 15.65 1 36.81 1 -27.72 1 -37.02 1 1.000 1 1.99 1 1 29 1 15.65 1 33.53 1 -21.44 1 -32.33 1 1.001 1 2.03 1 1 30 1 15.65 1 30.25 1 -16.89 1 -28.94 1 1.003 1 2.09 1 1 31 1 15.65 1 26.97 1 -13.43 1 -26.35 1 1.006 1 2.13 1 1 32 1 15.65 1 23.69 1 -10.68 1 -24.30 1 1.001 1 2.20 1 1 33 1 15.65 1 20.41 1 -8.44 1 -22.63 1 1.002 1 2.26 1 1 34 1 15.65 1 17.12 1 -6.56 1 -21.23 1 1.002 1 2.34 1 1 35 1 16.01 1 52.59 1 -10492.00 1 -8024.25 1 1.000 1 1.85 1 1 36 1 16.01 1 49.31 1 -172.03 1 -147.90 1 1.007 1 1.84 1 1 37 1 16.01 1 46.03 1 -82.50 1 -79.56 1 1.006 1 1.86 1 1 38 1 16.01 1 42.75 1 -52.17 1 -56.42 1 1.009 1 1.88 1 1 39 1 16.01 1 39.47 1 -36.84 1 -44.72 1 0.999 1 1.95 1 1 40 1 16.01 1 36.19 1 -27.54 1 -37.62 1 1.000 1 1.98 1 1 41 1 16.01 1 32.91 1 -21.26 1 -32.83 1 1.002 1 2.03 1 1 42 1 16.01 1 29.63 1 -16.72 1 -29.36 1 1.004 1 2.07 1 1 43 1 16.01 1 26.35 1 -13.25 1 -26.71 1 1.007 1 2.12 1 1 44 1 16.01 1 23.06 1 -10.50 1 -24.62 1 1.001 1 2.18 1 1 45 1 16.01 1 19.78 1 -8.26 1 -22.90 1 1.002 1 2.24 1 1 46 1 16.01 1 16.50 1 -6.38 1 -21.47 1 1.002 1 2.31 1 1 47 1 16.39 1 51.94 1 -10491.81 1 -8215.22 1 1.000 1 1.86 1 1 48 1 16.39 1 48.66 1 -171.84 1 -151.17 1 1.007 1 1.84 1 1 49 1 16.39 1 45.38 1 -82.30 1 -81.21 1 1.006 1 1.86 1 1 50 1 16.39 1 42.10 1 -51.98 1 -57.51 1 1.009 1 1.88 1 1 51 1 16.39 1 38.82 1 -36.65 1 -45.54 1 0.999 1 1.95 1 1 52 1 16.39 1 35.53 1 -27.35 1 -38.27 1 1.000 1 1.98 1 1 53 1 16.39 1 32.25 1 -21.07 1 -33.36 1 1.002 1 2.02 1 1 54 1 16.39 1 28.97 1 -16.52 1 -29.81 1 1.004 1 2.06 1 1 55 1 16.39 1 25.69 1 -13.06 1 -27.10 1 1.007 1 2.10 1 1 56 1 16.39 1 22.41 1 -10.31 1 -24.95 1 1.001 1 2.16 1 ╚//////////C////////////C////////////C////////////C////////////C////////////C/////////////╝ Section 13 Page 6 Output File: C:\PROJECTS\IONISL~1\REV0~1\H22PP-S.gnf GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 2 .//////////////////0 1 Output Data 1 3//////////////////C/////////0 1 Wall Height = 21.00 1 1 Wall Slope = 90.00 1 3//////////I////////////I////C///////I////////////I////////////I////////////I/////////////0 1 Circle 1 Circle 1 Circle 1 Circle 1 Circle 1 Moment 1 Factor of 1 1 Number 1 X-Intercept1 Base Angle 1 X-Center 1 Y-Center 1 Ratio 1 Safety 1 ╟SSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSSSU 1 57 1 16.39 1 19.13 1 -8.07 1 -23.20 1 1.002 1 2.22 1 1 58 1 16.39 1 15.85 1 -6.19 1 -21.73 1 1.002 1 2.29 1 1 59 1 16.80 1 51.25 1 -10491.61 1 -8419.44 1 1.000 1 1.86 1 1 60 1 16.80 1 47.97 1 -171.63 1 -154.67 1 1.007 1 1.85 1 1 61 1 16.80 1 44.69 1 -82.10 1 -82.97 1 1.006 1 1.87 1 1 62 1 16.80 1 41.41 1 -51.78 1 -58.68 1 1.009 1 1.89 1 1 63 1 16.80 1 38.13 1 -36.45 1 -46.41 1 0.999 1 1.94 1 1 64 1 16.80 1 34.85 1 -27.15 1 -38.96 1 1.000 1 1.97 1 1 65 1 16.80 1 31.57 1 -20.87 1 -33.93 1 1.002 1 2.01 1 1 66 1 16.80 1 28.29 1 -16.32 1 -30.29 1 1.004 1 2.04 1 1 67 1 16.80 1 25.01 1 -12.85 1 -27.51 1 1.007 1 2.07 1 1 68 1 16.80 1 21.73 1 -10.11 1 -25.31 1 1.001 1 2.14 1 1 69 1 16.80 1 18.45 1 -7.86 1 -23.52 1 1.002 1 2.19 1 1 70 1 16.80 1 15.16 1 -5.99 1 -22.01 1 1.002 1 2.26 1 1 71 1 17.24 1 50.53 1 -10491.39 1 -8638.12 1 1.000 1 1.86 1 1 72 1 17.24 1 47.25 1 -171.42 1 -158.42 1 1.007 1 1.85 1 1 73 1 17.24 1 43.97 1 -81.88 1 -84.85 1 1.006 1 1.88 1 1 74 1 17.24 1 40.69 1 -51.56 1 -59.94 1 1.009 1 1.88 1 1 75 1 17.24 1 37.41 1 -36.23 1 -47.34 1 1.000 1 1.93 1 1 76 1 17.24 1 34.13 1 -26.93 1 -39.70 1 1.000 1 1.97 1 1 77 1 17.24 1 30.85 1 -20.65 1 -34.54 1 1.002 1 2.00 1 1 78 1 17.24 1 27.57 1 -16.10 1 -30.80 1 1.004 1 2.03 1 1 79 1 17.24 1 24.29 1 -12.63 1 -27.95 1 1.008 1 2.05 1 1 80 1 17.24 1 21.01 1 -9.89 1 -25.70 1 1.001 1 2.11 1 1 81 1 17.24 1 17.73 1 -7.64 1 -23.85 1 1.002 1 2.17 1 1 82 1 17.70 1 49.78 1 -10491.15 1 -8872.65 1 1.000 1 1.86 1 1 83 1 17.70 1 46.50 1 -171.18 1 -162.44 1 1.007 1 1.85 1 1 84 1 17.70 1 43.22 1 -81.65 1 -86.87 1 1.006 1 1.87 1 1 85 1 17.70 1 39.94 1 -51.32 1 -61.28 1 1.009 1 1.87 1 1 86 1 17.70 1 36.65 1 -35.99 1 -48.34 1 1.000 1 1.93 1 1 87 1 17.70 1 33.37 1 -26.69 1 -40.49 1 1.001 1 1.96 1 1 88 1 17.70 1 30.09 1 -20.42 1 -35.19 1 1.002 1 1.98 1 1 89 1 17.70 1 26.81 1 -15.87 1 -31.36 1 1.005 1 2.01 1 1 90 1 17.70 1 23.53 1 -12.40 1 -28.43 1 1.008 1 2.03 1 1 91 1 17.70 1 20.25 1 -9.65 1 -26.11 1 1.001 1 2.09 1 1 92 1 17.70 1 16.97 1 -7.41 1 -24.22 1 1.002 1 2.14 1 1 93 1 18.21 1 48.98 1 -10490.90 1 -9124.59 1 1.000 1 1.87 1 1 94 1 18.21 1 45.70 1 -170.93 1 -166.76 1 1.007 1 1.85 1 1 95 1 18.21 1 42.42 1 -81.39 1 -89.05 1 1.006 1 1.86 1 1 96 1 18.21 1 39.14 1 -51.07 1 -62.72 1 1.009 1 1.87 1 1 97 1 18.21 1 35.86 1 -35.74 1 -49.42 1 1.001 1 1.92 1 1 98 1 18.21 1 32.58 1 -26.44 1 -41.35 1 1.001 1 1.94 1 1 99 1 18.21 1 29.30 1 -20.16 1 -35.90 1 1.002 1 1.97 1 1 100 1 18.21 1 26.02 1 -15.62 1 -31.95 1 1.005 1 1.98 1 1 101 1 18.21 1 22.74 1 -12.15 1 -28.94 1 1.008 1 2.00 1 1 102 1 18.21 1 19.46 1 -9.40 1 -26.55 1 1.001 1 2.07 1 1 103 1 18.21 1 16.18 1 -7.16 1 -24.61 1 1.001 1 2.12 1 1 104 1 18.75 1 48.15 1 -10490.63 1 -9395.74 1 1.000 1 1.87 1 1 105 1 18.75 1 44.87 1 -170.66 1 -171.41 1 1.007 1 1.84 1 1 106 1 18.75 1 41.59 1 -81.12 1 -91.38 1 1.006 1 1.85 1 1 107 1 18.75 1 38.31 1 -50.80 1 -64.28 1 1.009 1 1.86 1 1 108 1 18.75 1 35.03 1 -35.47 1 -50.58 1 1.001 1 1.91 1 1 109 1 18.75 1 31.75 1 -26.17 1 -42.26 1 1.001 1 1.93 1 1 110 1 18.75 1 28.47 1 -19.89 1 -36.65 1 1.002 1 1.95 1 1 111 1 18.75 1 25.19 1 -15.34 1 -32.59 1 1.005 1 1.96 1 1 112 1 18.75 1 21.91 1 -11.88 1 -29.49 1 1.008 1 1.98 1 1 113 1 18.75 1 18.62 1 -9.13 1 -27.03 1 1.001 1 2.04 1 1 114 1 18.75 1 15.34 1 -6.89 1 -25.03 1 1.001 1 2.09 1 1 115 1 19.34 1 47.28 1 -10490.34 1 -9688.13 1 1.000 1 1.86 1 1 116 1 19.34 1 44.00 1 -170.37 1 -176.42 1 1.007 1 1.84 1 1 117 1 19.34 1 40.72 1 -80.83 1 -93.90 1 1.006 1 1.85 1 ╚//////////C////////////C////////////C////////////C////////////C////////////C/////////////╝ Section 13 Page 7 Output File: C:\PROJECTS\IONISL~1\REV0~1\H22PP-S.gnf GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 3 .//////////////////0 1 Output Data 1 3//////////////////C/////////0 1 Wall Height = 21.00 1 1 Wall Slope = 90.00 1 3//////////I////////////I////C///////I////////////I////////////I////////////I/////////////0 1 Circle 1 Circle 1 Circle 1 Circle 1 Circle 1 Moment 1 Factor of 1 1 Number 1 X-Intercept1 Base Angle 1 X-Center 1 Y-Center 1 Ratio 1 Safety 1 ╟SSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSSSU 1 118 1 19.34 1 37.43 1 -50.51 1 -65.95 1 1.009 1 1.86 1 1 119 1 19.34 1 34.15 1 -35.18 1 -51.82 1 1.001 1 1.89 1 1 120 1 19.34 1 30.87 1 -25.88 1 -43.25 1 1.001 1 1.91 1 1 121 1 19.34 1 27.59 1 -19.60 1 -37.47 1 1.002 1 1.92 1 1 122 1 19.34 1 24.31 1 -15.05 1 -33.27 1 1.005 1 1.93 1 1 123 1 19.34 1 21.03 1 -11.58 1 -30.08 1 1.008 1 1.95 1 1 124 1 19.34 1 17.75 1 -8.84 1 -27.55 1 1.001 1 2.01 1 1 125 1 19.97 1 46.36 1 -10490.02 1 -10004.14 1 1.000 1 1.85 1 1 126 1 19.97 1 43.08 1 -170.05 1 -181.84 1 1.007 1 1.83 1 1 127 1 19.97 1 39.80 1 -80.52 1 -96.63 1 1.006 1 1.84 1 1 128 1 19.97 1 36.52 1 -50.19 1 -67.76 1 1.009 1 1.84 1 1 129 1 19.97 1 33.24 1 -34.86 1 -53.17 1 1.001 1 1.87 1 1 130 1 19.97 1 29.95 1 -25.56 1 -44.32 1 1.002 1 1.89 1 1 131 1 19.97 1 26.67 1 -19.28 1 -38.35 1 1.002 1 1.90 1 1 132 1 19.97 1 23.39 1 -14.74 1 -34.02 1 1.005 1 1.91 1 1 133 1 19.97 1 20.11 1 -11.27 1 -30.72 1 1.007 1 1.93 1 1 134 1 19.97 1 16.83 1 -8.52 1 -28.10 1 1.001 1 1.99 1 1 135 1 20.65 1 45.39 1 -10489.68 1 -10346.50 1 1.000 1 1.84 1 1 136 1 20.65 1 42.11 1 -169.71 1 -187.71 1 1.007 1 1.82 1 1 137 1 20.65 1 38.83 1 -80.17 1 -99.58 1 1.010 1 1.82 1 1 138 1 20.65 1 35.55 1 -49.85 1 -69.73 1 1.009 1 1.82 1 1 139 1 20.65 1 32.27 1 -34.52 1 -54.64 1 1.001 1 1.85 1 1 140 1 20.65 1 28.99 1 -25.22 1 -45.48 1 1.002 1 1.86 1 1 141 1 20.65 1 25.71 1 -18.94 1 -39.30 1 1.002 1 1.87 1 1 142 1 20.65 1 22.43 1 -14.39 1 -34.82 1 1.004 1 1.88 1 1 143 1 20.65 1 19.15 1 -10.93 1 -31.41 1 1.007 1 1.90 1 1 144 1 20.65 1 15.87 1 -8.18 1 -28.71 1 1.010 1 1.94 1 1 145 1 21.40 1 44.38 1 -10489.31 1 -10718.40 1 1.000 1 1.83 1 1 146 1 21.40 1 41.10 1 -169.34 1 -194.09 1 1.007 1 1.81 1 1 147 1 21.40 1 37.82 1 -79.80 1 -102.78 1 1.010 1 1.80 1 1 148 1 21.40 1 34.54 1 -49.48 1 -71.86 1 1.009 1 1.80 1 1 149 1 21.40 1 31.26 1 -34.15 1 -56.22 1 1.001 1 1.84 1 1 150 1 21.40 1 27.98 1 -24.85 1 -46.74 1 1.002 1 1.83 1 1 151 1 21.40 1 24.70 1 -18.57 1 -40.34 1 1.003 1 1.84 1 1 152 1 21.40 1 21.42 1 -14.02 1 -35.70 1 1.004 1 1.86 1 1 153 1 21.40 1 18.14 1 -10.55 1 -32.16 1 1.006 1 1.88 1 1 154 1 22.21 1 43.32 1 -10488.90 1 -11123.62 1 1.000 1 1.83 1 1 155 1 22.21 1 40.04 1 -168.93 1 -201.04 1 1.007 1 1.80 1 1 156 1 22.21 1 36.76 1 -79.40 1 -106.27 1 1.010 1 1.78 1 1 157 1 22.21 1 33.48 1 -49.07 1 -74.18 1 1.009 1 1.78 1 1 158 1 22.21 1 30.19 1 -33.74 1 -57.95 1 1.001 1 1.81 1 1 159 1 22.21 1 26.91 1 -24.44 1 -48.11 1 1.002 1 1.81 1 1 160 1 22.21 1 23.63 1 -18.17 1 -41.47 1 1.004 1 1.81 1 1 161 1 22.21 1 20.35 1 -13.62 1 -36.65 1 1.003 1 1.83 1 1 162 1 22.21 1 17.07 1 -10.15 1 -32.98 1 1.005 1 1.86 1 1 163 1 23.09 1 42.20 1 -10488.46 1 -11566.60 1 1.000 1 1.82 1 1 164 1 23.09 1 38.92 1 -168.49 1 -208.63 1 1.007 1 1.78 1 1 165 1 23.09 1 35.64 1 -78.95 1 -110.09 1 1.010 1 1.76 1 1 166 1 23.09 1 32.36 1 -48.63 1 -76.72 1 1.009 1 1.77 1 1 167 1 23.09 1 29.08 1 -33.30 1 -59.85 1 1.001 1 1.78 1 1 168 1 23.09 1 25.80 1 -24.00 1 -49.61 1 1.002 1 1.78 1 1 169 1 23.09 1 22.52 1 -17.72 1 -42.70 1 1.003 1 1.78 1 1 170 1 23.09 1 19.24 1 -13.17 1 -37.69 1 1.002 1 1.81 1 1 171 1 23.09 1 15.96 1 -9.71 1 -33.88 1 1.004 1 1.83 1 1 172 1 24.06 1 41.03 1 -10487.97 1 -12052.65 1 1.000 1 1.80 1 1 173 1 24.06 1 37.75 1 -168.00 1 -216.96 1 1.007 1 1.76 1 1 174 1 24.06 1 34.47 1 -78.47 1 -114.28 1 1.010 1 1.75 1 1 175 1 24.06 1 31.19 1 -48.14 1 -79.50 1 1.008 1 1.74 1 1 176 1 24.06 1 27.91 1 -32.81 1 -61.92 1 1.000 1 1.76 1 1 177 1 24.06 1 24.63 1 -23.51 1 -51.26 1 1.001 1 1.75 1 1 178 1 24.06 1 21.34 1 -17.24 1 -44.06 1 1.002 1 1.76 1 ╚//////////C////////////C////////////C////////////C////////////C////////////C/////////////╝ Section 13 Page 8 Output File: C:\PROJECTS\IONISL~1\REV0~1\H22PP-S.gnf GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 4 .//////////////////0 1 Output Data 1 3//////////////////C/////////0 1 Wall Height = 21.00 1 1 Wall Slope = 90.00 1 3//////////I////////////I////C///////I////////////I////////////I////////////I/////////////0 1 Circle 1 Circle 1 Circle 1 Circle 1 Circle 1 Moment 1 Factor of 1 1 Number 1 X-Intercept1 Base Angle 1 X-Center 1 Y-Center 1 Ratio 1 Safety 1 ╟SSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSSSU 1 179 1 24.06 1 18.06 1 -12.69 1 -38.84 1 1.004 1 1.77 1 1 180 1 25.14 1 39.80 1 -10487.44 1 -12588.19 1 1.000 1 1.78 1 1 181 1 25.14 1 36.52 1 -167.47 1 -226.15 1 1.007 1 1.74 1 1 182 1 25.14 1 33.24 1 -77.93 1 -118.89 1 1.009 1 1.73 1 1 183 1 25.14 1 29.96 1 -47.61 1 -82.57 1 1.008 1 1.71 1 1 184 1 25.14 1 26.68 1 -32.28 1 -64.21 1 1.000 1 1.73 1 1 185 1 25.14 1 23.39 1 -22.98 1 -53.07 1 1.000 1 1.73 1 1 186 1 25.14 1 20.11 1 -16.70 1 -45.55 1 1.001 1 1.73 1 1 187 1 25.14 1 16.83 1 -12.15 1 -40.10 1 1.003 1 1.75 1 1 188 1 26.32 1 38.51 1 -10486.85 1 -13181.00 1 1.000 1 1.76 1 1 189 1 26.32 1 35.23 1 -166.87 1 -236.31 1 1.007 1 1.73 1 1 190 1 26.32 1 31.94 1 -77.34 1 -124.00 1 1.009 1 1.70 1 1 191 1 26.32 1 28.66 1 -47.01 1 -85.97 1 1.008 1 1.69 1 1 192 1 26.32 1 25.38 1 -31.69 1 -66.74 1 0.999 1 1.70 1 1 193 1 26.32 1 22.10 1 -22.39 1 -55.07 1 0.999 1 1.70 1 1 194 1 26.32 1 18.82 1 -16.11 1 -47.20 1 1.000 1 1.71 1 1 195 1 26.32 1 15.54 1 -11.56 1 -41.49 1 1.001 1 1.74 1 1 196 1 27.64 1 37.15 1 -10486.19 1 -13840.69 1 1.000 1 1.74 1 1 197 1 27.64 1 33.87 1 -166.21 1 -247.62 1 1.007 1 1.71 1 1 198 1 27.64 1 30.59 1 -76.68 1 -129.69 1 1.009 1 1.68 1 1 199 1 27.64 1 27.31 1 -46.36 1 -89.75 1 1.007 1 1.66 1 1 200 1 27.64 1 24.03 1 -31.03 1 -69.56 1 0.998 1 1.68 1 1 201 1 27.64 1 20.75 1 -21.73 1 -57.31 1 0.998 1 1.68 1 1 202 1 27.64 1 17.46 1 -15.45 1 -49.04 1 0.998 1 1.71 1 1 203 1 29.12 1 35.72 1 -10485.45 1 -14579.18 1 1.000 1 1.73 1 1 204 1 29.12 1 32.44 1 -165.47 1 -260.28 1 1.007 1 1.68 1 1 205 1 29.12 1 29.16 1 -75.94 1 -136.05 1 1.009 1 1.65 1 1 206 1 29.12 1 25.88 1 -45.62 1 -93.98 1 1.007 1 1.64 1 1 207 1 29.12 1 22.60 1 -30.29 1 -72.71 1 1.010 1 1.64 1 1 208 1 29.12 1 19.32 1 -20.99 1 -59.81 1 0.996 1 1.69 1 1 209 1 29.12 1 16.04 1 -14.71 1 -51.10 1 0.996 1 1.72 1 1 210 1 30.78 1 34.23 1 -10484.62 1 -15411.54 1 1.000 1 1.71 1 1 211 1 30.78 1 30.95 1 -164.64 1 -274.55 1 1.006 1 1.66 1 1 212 1 30.78 1 27.67 1 -75.11 1 -143.23 1 1.009 1 1.63 1 1 213 1 30.78 1 24.39 1 -44.78 1 -98.75 1 1.006 1 1.64 1 1 214 1 30.78 1 21.10 1 -29.46 1 -76.26 1 1.009 1 1.65 1 1 215 1 30.78 1 17.82 1 -20.16 1 -62.62 1 0.994 1 1.70 1 1 216 1 32.67 1 32.66 1 -10483.67 1 -16357.05 1 1.000 1 1.68 1 1 217 1 32.67 1 29.38 1 -163.70 1 -290.76 1 1.006 1 1.63 1 1 218 1 32.67 1 26.10 1 -74.16 1 -151.37 1 1.008 1 1.63 1 1 219 1 32.67 1 22.81 1 -43.84 1 -104.17 1 1.005 1 1.65 1 1 220 1 32.67 1 19.53 1 -28.51 1 -80.30 1 1.008 1 1.66 1 1 221 1 32.67 1 16.25 1 -19.21 1 -65.82 1 1.010 1 1.68 1 1 222 1 34.84 1 31.01 1 -10482.59 1 -17440.84 1 1.000 1 1.67 1 1 223 1 34.84 1 27.73 1 -162.61 1 -309.34 1 1.006 1 1.65 1 1 224 1 34.84 1 24.45 1 -73.08 1 -160.71 1 1.008 1 1.65 1 1 225 1 34.84 1 21.17 1 -42.75 1 -110.38 1 1.004 1 1.66 1 1 226 1 34.84 1 17.88 1 -27.43 1 -84.93 1 1.006 1 1.67 1 1 227 1 37.35 1 29.28 1 -10481.33 1 -18696.26 1 1.000 1 1.69 1 1 228 1 37.35 1 25.99 1 -161.36 1 -330.87 1 1.006 1 1.67 1 1 229 1 37.35 1 22.71 1 -71.82 1 -171.53 1 1.007 1 1.67 1 1 230 1 37.35 1 19.43 1 -41.50 1 -117.57 1 1.003 1 1.68 1 1 231 1 37.35 1 16.15 1 -26.17 1 -90.29 1 1.005 1 1.71 1 1 232 1 40.30 1 27.46 1 -10479.86 1 -20168.63 1 1.000 1 1.71 1 1 233 1 40.30 1 24.18 1 -159.89 1 -356.11 1 1.006 1 1.69 1 1 234 1 40.30 1 20.90 1 -70.35 1 -184.22 1 1.010 1 1.68 1 1 235 1 40.30 1 17.61 1 -40.03 1 -126.01 1 1.002 1 1.73 1 1 236 1 43.80 1 25.55 1 -10478.11 1 -21921.08 1 1.000 1 1.74 1 1 237 1 43.80 1 22.27 1 -158.13 1 -386.16 1 1.006 1 1.72 1 1 238 1 43.80 1 18.99 1 -68.60 1 -199.33 1 1.009 1 1.73 1 1 239 1 43.80 1 15.71 1 -38.27 1 -136.05 1 1.010 1 1.77 1 ╚//////////C////////////C////////////C////////////C////////////C////////////C/////////////╝ Section 13 Page 9 Output File: C:\PROJECTS\IONISL~1\REV0~1\H22PP-S.gnf GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 5 .//////////////////0 1 Output Data 1 3//////////////////C/////////0 1 Wall Height = 21.00 1 1 Wall Slope = 90.00 1 3//////////I////////////I////C///////I////////////I////////////I////////////I/////////////0 1 Circle 1 Circle 1 Circle 1 Circle 1 Circle 1 Moment 1 Factor of 1 1 Number 1 X-Intercept1 Base Angle 1 X-Center 1 Y-Center 1 Ratio 1 Safety 1 ╟SSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSSSU 1 240 1 48.05 1 23.54 1 -10475.98 1 -24044.33 1 1.000 1 1.78 1 1 241 1 48.05 1 20.26 1 -156.01 1 -422.56 1 1.006 1 1.78 1 1 242 1 48.05 1 16.98 1 -66.48 1 -217.62 1 1.009 1 1.81 1 1 243 1 53.31 1 21.44 1 -10473.35 1 -26673.73 1 1.000 1 1.85 1 1 244 1 53.31 1 18.16 1 -153.38 1 -467.64 1 1.006 1 1.87 1 1 245 1 60.00 1 19.23 1 -10470.01 1 -30020.49 1 1.000 1 1.95 1 1 246 1 60.00 1 15.95 1 -150.03 1 -525.02 1 1.005 1 1.97 1 ╚//////////C////////////C////////////C////////////C////////////C////////////C/////////////╝ Section 13 Page 10 SECTION 14 Input File: C:\PROJECTS\IONISL~1\REV0~1\H12P.gni This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 1 -5 0 5 10 15 20 25 30 2 0 -2 -4 -6 -8 -10 -12 -14 Ionis Section 14 Page 1 LOAD GROUP:_____ - (____________________) SHORZ = ______ ft. (HORIZONTAL NAIL SPACING) SVERT = ______ ft. (VERTICAL NAIL SPACING) DBAR = ______ in. (BAR DIAMETER) GRADE____ DHOLE = _____ in. (DIAMETER OF DRILLED HOLE) SOIL NAIL DESIGN SECTION (H = ft. max) I STATIC 6 VARIES 6 75___6 12.0 Input File: C:\PROJECTS\IONISL~1\REV0~1\H12P.gni GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 1 Ionis -........................../ 0 General Data 0 2..........................╬................./ 0 File Indentifier 0 H12P.GNI 0 0 Unit weight of water 0 62.4 0 0 Base depth for analysis 0 12.0 0 0 Seismic Coefficient 0 0.0 0 0 Minimum Base Exit Angle 0 15.0 0 0 X Search limit (left) 0 15.0 0 0 X Search limit (right) 0 30.0 0 0 Number of slip circles 0 250 0 0 No. of slip circle exits 0 30 0 ╚..........................B.................╝ -................................................./ 0 LRFD and Safety Factor Data 0 2.................................................╬......./ 0 Analysis Mode: (L)RFD or (S)LD (specify L or S) 0 S 0 2. SLD Safety and Strength Factors (mode S only) .╬.......D 0 FS for Soil Cohesion 0 1.5 0 0 FS for Soil Friction 0 1.5 0 0 Strength Factor for Head Strength 0 0.67 0 0 Strength Factor for Nail Tendon Strength 0 0.55 0 0 Strength Factor for Nail Pullout Resistance 0 0.5 0 2. LRFD Load Factors (mode L only) ...............╬.......D 0 LF for Unit Weight of Water 0 1 0 0 LF for Unit Weight of Soil 0 1.35 0 0 LF for Surcharge Loads 0 1.75 0 0 LF for Seismic Loads 0 1 0 2. LRFD Resistance Factors (mode L only) .........╬.......D 0 RF for Soil Cohesion 0 1 0 0 RF for Soil Friction Angle 0 0.75 0 0 RF for Head Strength 0 0.9 0 0 RF for Nail Pullout Resistance 0 0.7 0 0 RF for Nail Tendon Strength 0 0.9 0 ╚.................................................B.......╝ -..........................G..........G.........../ 0 PIEZOMETRIC DATA 0 X-Value 0Piez. Level0 2..........................╬..........╬...........D 0 Point 1 0 0 0 0 Point 2 0 0 0 0 Point 3 0 0 0 0 Point 4 0 0 0 0 Point 5 0 0 0 0 Point 6 0 0 0 0 Point 7 0 0 0 0 Point 8 0 0 0 0 Point 9 0 0 0 0 Point 10 0 0 0 ╚..........................B..........B...........╝ Section 14 Page 2 Input File: C:\PROJECTS\IONISL~1\REV0~1\H12P.gni GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 2 -......................../ 0 Nodal Data 0 2.......G.......G.......G╬.......G.......G.......GG.......G.......G......./ 0Node No0X-Value0Y-Value00Node No0X-Value0Y-Value00Node No0X-Value0Y-Value0 2.......╬.......╬.......╬╬.......╬.......╬.......╬╬.......╬.......╬.......D 0 1 00 00 00 16 0 0 00 31 0 0 0 0 2 00.001 0-12 00 17 0 0 00 32 0 0 0 0 3 030 0-12 00 18 0 0 00 33 0 0 0 0 4 0 0 00 19 0 0 00 34 0 0 0 0 5 0 0 00 20 0 0 00 35 0 0 0 0 6 0 0 00 21 0 0 00 36 0 0 0 0 7 0 0 00 22 0 0 00 37 0 0 0 0 8 0 0 00 23 0 0 00 38 0 0 0 0 9 0 0 00 24 0 0 00 39 0 0 0 0 10 0 0 00 25 0 0 00 40 0 0 0 0 11 0 0 00 26 0 0 00 41 0 0 0 0 12 0 0 00 27 0 0 00 42 0 0 0 0 13 0 0 00 28 0 0 00 43 0 0 0 0 14 0 0 00 29 0 0 00 44 0 0 0 0 15 0 0 00 30 0 0 00 45 0 0 0 ╚.......B.......B.......BB.......B.......B.......BB.......B.......B.......╝ -.................................../ 0 Wall Segment Data 0 2......G......G......G......G.......╬G......G......G......G......G......./ 0 Seg. 0 Node 0 Node 0 Soil 0Pullout00 Seg. 0 Node 0 Node 0 Soil 0Pullout0 0 No. 0 1 0 2 0 ID 0Res. ID00 No. 0 1 0 2 0 ID 0Res. ID0 2......╬......╬......╬......╬.......╬╬......╬......╬......╬......╬.......D 0 1 01 02 01 01 00 11 0 0 0 0 0 0 2 0 0 0 0 00 12 0 0 0 0 0 0 3 0 0 0 0 00 13 0 0 0 0 0 0 4 0 0 0 0 00 14 0 0 0 0 0 0 5 0 0 0 0 00 15 0 0 0 0 0 0 6 0 0 0 0 00 16 0 0 0 0 0 0 7 0 0 0 0 00 17 0 0 0 0 0 0 8 0 0 0 0 00 18 0 0 0 0 0 0 9 0 0 0 0 00 19 0 0 0 0 0 0 10 0 0 0 0 00 20 0 0 0 0 0 ╚......B......B......B......B.......BB......B......B......B......B.......╝ -.........................../ 0 Surface Segment Data 0 2......G......G......G......╬G......G......G......G....../ 0 Seg. 0 Node 0 Node 0 Soil 00 Seg. 0 Node 0 Node 0 Soil 0 0 No. 0 1 0 2 0 ID 00 No. 0 1 0 2 0 ID 0 2......╬......╬......╬......╬╬......╬......╬......╬......D 0 1 0 2 0 3 0 1 00 11 0 0 0 0 0 2 0 0 0 00 12 0 0 0 0 0 3 0 0 0 00 13 0 0 0 0 0 4 0 0 0 00 14 0 0 0 0 0 5 0 0 0 00 15 0 0 0 0 0 6 0 0 0 00 16 0 0 0 0 0 7 0 0 0 00 17 0 0 0 0 0 8 0 0 0 00 18 0 0 0 0 0 9 0 0 0 00 19 0 0 0 0 0 10 0 0 0 00 20 0 0 0 0 ╚......B......B......B......BB......B......B......B......╝ Section 14 Page 3 Input File: C:\PROJECTS\IONISL~1\REV0~1\H12P.gni GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 3 -.................................../ 0 Internal Segment Data 0 2......G......G......G......G.......╬G......G......G......G......G......./ 0 Seg. 0 Node 0 Node 0 Soil 0Pullout00 Seg. 0 Node 0 Node 0 Soil 0Pullout0 0 No. 0 1 0 2 0 ID 0Res. ID00 No. 0 1 0 2 0 ID 0Res. ID0 2......╬......╬......╬......╬.......╬╬......╬......╬......╬......╬.......D 0 1 0 0 0 0 00 11 0 0 0 0 0 0 2 0 0 0 0 00 12 0 0 0 0 0 0 3 0 0 0 0 00 13 0 0 0 0 0 0 4 0 0 0 0 00 14 0 0 0 0 0 0 5 0 0 0 0 00 15 0 0 0 0 0 0 6 0 0 0 0 00 16 0 0 0 0 0 0 7 0 0 0 0 00 17 0 0 0 0 0 0 8 0 0 0 0 00 18 0 0 0 0 0 0 9 0 0 0 0 00 19 0 0 0 0 0 0 10 0 0 0 0 00 20 0 0 0 0 0 ╚......B......B......B......B.......BB......B......B......B......B.......╝ -......................................../ 0 Soil Strength & Pullout Resist. Data 0 2........G.......G.......G.......G.......D 0Material0 0 0 Unit 0Pullout0 0 ID No. 0 c 0 ø 0 Weight0 Res. 0 2........╬.......╬.......╬.......╬.......D 0 1 0 250 0 38 0 125 0 4976 0 0 2 0 0 0 0 0 0 3 0 0 0 0 0 0 4 0 0 0 0 0 0 5 0 0 0 0 0 0 6 0 0 0 0 0 0 7 0 0 0 0 0 0 8 0 0 0 0 0 0 9 0 0 0 0 0 0 10 0 0 0 0 0 0 11 0 0 0 0 0 0 12 0 0 0 0 0 0 13 0 0 0 0 0 0 14 0 0 0 0 0 ╚........B.......B.......B.......B.......╝ -.............................../ 0 Surcharge Pressure Data 0 2.......G.......G.......G.......D 0Load No0X-value0 Vert. 0 Horiz.0 2.......╬.......╬.......╬.......D 0 1 0 2 0 0 0 0 0 0 2 0 22 0 300 0 0 0 0 3 0 0 0 0 0 4 0 0 0 0 0 5 0 0 0 0 0 6 0 0 0 0 0 7 0 0 0 0 0 8 0 0 0 0 0 9 0 0 0 0 0 10 0 0 0 0 ╚.......B.......B.......B.......╝ Section 14 Page 4 Input File: C:\PROJECTS\IONISL~1\REV0~1\H12P.gni GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 4 -..................G.........G........G........G........G......../ 0 0 Nail 0 Nail 0 Tendon 0 Head 0 Fixed 0 0 Nail Data 0 Depth 0 Length 0Strength0Strength0 Nail? 0 2..................╬.........╬........╬........╬........╬........D 0 Nail Row 1 0 2.5 0 12 0 33000 0 69500 0 0 0 Nail Row 2 0 6 0 10 0 33000 0 69500 0 0 0 Nail Row 3 0 10 0 10 0 33000 0 69500 0 0 0 Nail Row 4 0 0 0 0 0 0 0 Nail Row 5 0 0 0 0 0 0 0 Nail Row 6 0 0 0 0 0 0 0 Nail Row 7 0 0 0 0 0 0 0 Nail Row 8 0 0 0 0 0 0 0 Nail Row 9 0 0 0 0 0 0 0 Nail Row 10 0 0 0 0 0 0 0 Nail Row 11 0 0 0 0 0 0 0 Nail Row 12 0 0 0 0 0 0 0 Nail Row 13 0 0 0 0 0 0 0 Nail Row 14 0 0 0 0 0 0 0 Nail Row 15 0 0 0 0 0 0 0..................╬.........╬........B........B........B........╝ 0 Horiz. Spacing 0 6 0 0 Nail Declination0 15 0 ╚..................B.........╝ Section 14 Page 5 Output File: C:\PROJECTS\IONISL~1\REV0~1\H12P.gnd GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 1 -................../ 0 Design Data 0 2..................B............................/ 0 Nail Head Factor = 1.00 for circle no 2 0 0 Nail Length Factor = 0.21 for circle no 1 0 2............G.............G....................D 0 0 0 Required Nail 0 0 Nail No. 0 Circle No 0 Tendon Strength 0 ╟TTTTTTTTTTTT╫TTTTTTTTTTTTT╫TTTTTTTTTTTTTTTTTTTTV 0 1 0 2 0 0.00 0 0 2 0 2 0 0.00 0 0 3 0 1 0 836.34 0 2............╬.............╬....................D 0 0 0 Required 0 0 Nail No. 0 Circle No 0 Nail Length 0 ╟TTTTTTTTTTTT╫TTTTTTTTTTTTT╫TTTTTTTTTTTTTTTTTTTTV 0 1 0 0 2.57 0 0 2 0 0 2.14 0 0 3 0 0 2.14 0 ╚............B.............B....................╝ -................../ 0 Output Data 0 2..................B........./ 0 Wall Height = 12.00 0 0 Wall Slope = 90.00 0 2..........G............G....B.......G............G............G............G............./ 0 0 0 0 0 0 0Force Req'd/ 0 0 Circle 0 Circle 0 Circle 0 Circle 0 Circle 0 Moment 0 Unit Wall 0 0 Number 0 X-Intercept0 Base Angle 0 X-Center 0 Y-Center 0 Ratio 0 Length 0 ╟TTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTT╫TTTTTTTTTTTTTV 0 1 0 15.03 0 38.52 0 -5992.49 0 -7526.91 0 1.000 0 76.66 0 0 2 0 15.15 0 38.31 0 -5992.43 0 -7584.52 0 1.000 0 25.41 0 ╚..........B............B............B............B............B............B.............╝ Section 14 Page 6 SECTION 15 Input File: C:\PROJECTS\IONISL~1\REV0~1\H12P-S.gni This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 1 -5 0 5 10 15 20 25 30 2 0 -2 -4 -6 -8 -10 -12 -14 Ionis Section 15 Page 1 SHORZ = ______ ft. (HORIZONTAL NAIL SPACING) SVERT = ______ ft. (VERTICAL NAIL SPACING) DBAR = ______ in. (BAR DIAMETER) GRADE____ DHOLE = _____ in. (DIAMETER OF DRILLED HOLE) SOIL NAIL DESIGN SECTION (H = ft. max) 6 VARIES 6 75___6 LOAD GROUP:_____ - (____________________)VII SEISMIC 12.0 Input File: C:\PROJECTS\IONISL~1\REV0~1\H12P-S.gni GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 1 Ionis .//////////////////////////0 1 General Data 1 3//////////////////////////╬/////////////////0 1 File Indentifier 1 H12P-S.GNI 1 1 Unit weight of water 1 62.4 1 1 Base depth for analysis 1 12.0 1 1 Seismic Coefficient 1 0.21 1 1 Minimum Base Exit Angle 1 15.0 1 1 X Search limit (left) 1 15.0 1 1 X Search limit (right) 1 30.0 1 1 Number of slip circles 1 250 1 1 No. of slip circle exits 1 30 1 ╚//////////////////////////C/////////////////╝ ./////////////////////////////////////////////////0 1 LRFD and Safety Factor Data 1 3/////////////////////////////////////////////////╬///////0 1 Analysis Mode: (L)RFD or (S)LD (specify L or S) 1 S 1 3/ SLD Safety and Strength Factors (mode S only) /╬///////E 1 FS for Soil Cohesion 1 1 1 1 FS for Soil Friction 1 1 1 1 Strength Factor for Head Strength 1 0.89 1 1 Strength Factor for Nail Tendon Strength 1 0.73 1 1 Strength Factor for Nail Pullout Resistance 1 0.67 1 3/ LRFD Load Factors (mode L only) ///////////////╬///////E 1 LF for Unit Weight of Water 1 1 1 1 LF for Unit Weight of Soil 1 1.35 1 1 LF for Surcharge Loads 1 1.75 1 1 LF for Seismic Loads 1 1 1 3/ LRFD Resistance Factors (mode L only) /////////╬///////E 1 RF for Soil Cohesion 1 1 1 1 RF for Soil Friction Angle 1 0.75 1 1 RF for Head Strength 1 0.9 1 1 RF for Nail Pullout Resistance 1 0.7 1 1 RF for Nail Tendon Strength 1 0.9 1 ╚/////////////////////////////////////////////////C///////╝ .//////////////////////////I//////////I///////////0 1 PIEZOMETRIC DATA 1 X-Value 1Piez. Level1 3//////////////////////////╬//////////╬///////////E 1 Point 1 1 1 1 1 Point 2 1 1 1 1 Point 3 1 1 1 1 Point 4 1 1 1 1 Point 5 1 1 1 1 Point 6 1 1 1 1 Point 7 1 1 1 1 Point 8 1 1 1 1 Point 9 1 1 1 1 Point 10 1 1 1 ╚//////////////////////////C//////////C///////////╝ Section 15 Page 2 Input File: C:\PROJECTS\IONISL~1\REV0~1\H12P-S.gni GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 2 .////////////////////////0 1 Nodal Data 1 3///////I///////I///////I╬///////I///////I///////II///////I///////I///////0 1Node No1X-Value1Y-Value11Node No1X-Value1Y-Value11Node No1X-Value1Y-Value1 3///////╬///////╬///////╬╬///////╬///////╬///////╬╬///////╬///////╬///////E 1 1 10 10 11 16 1 1 11 31 1 1 1 1 2 10.001 1-12 11 17 1 1 11 32 1 1 1 1 3 130 1-12 11 18 1 1 11 33 1 1 1 1 4 1 1 11 19 1 1 11 34 1 1 1 1 5 1 1 11 20 1 1 11 35 1 1 1 1 6 1 1 11 21 1 1 11 36 1 1 1 1 7 1 1 11 22 1 1 11 37 1 1 1 1 8 1 1 11 23 1 1 11 38 1 1 1 1 9 1 1 11 24 1 1 11 39 1 1 1 1 10 1 1 11 25 1 1 11 40 1 1 1 1 11 1 1 11 26 1 1 11 41 1 1 1 1 12 1 1 11 27 1 1 11 42 1 1 1 1 13 1 1 11 28 1 1 11 43 1 1 1 1 14 1 1 11 29 1 1 11 44 1 1 1 1 15 1 1 11 30 1 1 11 45 1 1 1 ╚///////C///////C///////CC///////C///////C///////CC///////C///////C///////╝ .///////////////////////////////////0 1 Wall Segment Data 1 3//////I//////I//////I//////I///////╬I//////I//////I//////I//////I///////0 1 Seg. 1 Node 1 Node 1 Soil 1Pullout11 Seg. 1 Node 1 Node 1 Soil 1Pullout1 1 No. 1 1 1 2 1 ID 1Res. ID11 No. 1 1 1 2 1 ID 1Res. ID1 3//////╬//////╬//////╬//////╬///////╬╬//////╬//////╬//////╬//////╬///////E 1 1 11 12 11 11 11 11 1 1 1 1 1 1 2 1 1 1 1 11 12 1 1 1 1 1 1 3 1 1 1 1 11 13 1 1 1 1 1 1 4 1 1 1 1 11 14 1 1 1 1 1 1 5 1 1 1 1 11 15 1 1 1 1 1 1 6 1 1 1 1 11 16 1 1 1 1 1 1 7 1 1 1 1 11 17 1 1 1 1 1 1 8 1 1 1 1 11 18 1 1 1 1 1 1 9 1 1 1 1 11 19 1 1 1 1 1 1 10 1 1 1 1 11 20 1 1 1 1 1 ╚//////C//////C//////C//////C///////CC//////C//////C//////C//////C///////╝ .///////////////////////////0 1 Surface Segment Data 1 3//////I//////I//////I//////╬I//////I//////I//////I//////0 1 Seg. 1 Node 1 Node 1 Soil 11 Seg. 1 Node 1 Node 1 Soil 1 1 No. 1 1 1 2 1 ID 11 No. 1 1 1 2 1 ID 1 3//////╬//////╬//////╬//////╬╬//////╬//////╬//////╬//////E 1 1 1 2 1 3 1 1 11 11 1 1 1 1 1 2 1 1 1 11 12 1 1 1 1 1 3 1 1 1 11 13 1 1 1 1 1 4 1 1 1 11 14 1 1 1 1 1 5 1 1 1 11 15 1 1 1 1 1 6 1 1 1 11 16 1 1 1 1 1 7 1 1 1 11 17 1 1 1 1 1 8 1 1 1 11 18 1 1 1 1 1 9 1 1 1 11 19 1 1 1 1 1 10 1 1 1 11 20 1 1 1 1 ╚//////C//////C//////C//////CC//////C//////C//////C//////╝ Section 15 Page 3 Input File: C:\PROJECTS\IONISL~1\REV0~1\H12P-S.gni GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 3 .///////////////////////////////////0 1 Internal Segment Data 1 3//////I//////I//////I//////I///////╬I//////I//////I//////I//////I///////0 1 Seg. 1 Node 1 Node 1 Soil 1Pullout11 Seg. 1 Node 1 Node 1 Soil 1Pullout1 1 No. 1 1 1 2 1 ID 1Res. ID11 No. 1 1 1 2 1 ID 1Res. ID1 3//////╬//////╬//////╬//////╬///////╬╬//////╬//////╬//////╬//////╬///////E 1 1 1 1 1 1 11 11 1 1 1 1 1 1 2 1 1 1 1 11 12 1 1 1 1 1 1 3 1 1 1 1 11 13 1 1 1 1 1 1 4 1 1 1 1 11 14 1 1 1 1 1 1 5 1 1 1 1 11 15 1 1 1 1 1 1 6 1 1 1 1 11 16 1 1 1 1 1 1 7 1 1 1 1 11 17 1 1 1 1 1 1 8 1 1 1 1 11 18 1 1 1 1 1 1 9 1 1 1 1 11 19 1 1 1 1 1 1 10 1 1 1 1 11 20 1 1 1 1 1 ╚//////C//////C//////C//////C///////CC//////C//////C//////C//////C///////╝ .////////////////////////////////////////0 1 Soil Strength & Pullout Resist. Data 1 3////////I///////I///////I///////I///////E 1Material1 1 1 Unit 1Pullout1 1 ID No. 1 c 1 ø 1 Weight1 Res. 1 3////////╬///////╬///////╬///////╬///////E 1 1 1 250 1 38 1 125 1 4976 1 1 2 1 1 1 1 1 1 3 1 1 1 1 1 1 4 1 1 1 1 1 1 5 1 1 1 1 1 1 6 1 1 1 1 1 1 7 1 1 1 1 1 1 8 1 1 1 1 1 1 9 1 1 1 1 1 1 10 1 1 1 1 1 1 11 1 1 1 1 1 1 12 1 1 1 1 1 1 13 1 1 1 1 1 1 14 1 1 1 1 1 ╚////////C///////C///////C///////C///////╝ .///////////////////////////////0 1 Surcharge Pressure Data 1 3///////I///////I///////I///////E 1Load No1X-value1 Vert. 1 Horiz.1 3///////╬///////╬///////╬///////E 1 1 1 2 1 0 1 0 1 1 2 1 22 1 0 1 0 1 1 3 1 1 1 1 1 4 1 1 1 1 1 5 1 1 1 1 1 6 1 1 1 1 1 7 1 1 1 1 1 8 1 1 1 1 1 9 1 1 1 1 1 10 1 1 1 1 ╚///////C///////C///////C///////╝ Section 15 Page 4 Input File: C:\PROJECTS\IONISL~1\REV0~1\H12P-S.gni GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 4 .//////////////////I/////////I////////I////////I////////I////////0 1 1 Nail 1 Nail 1 Tendon 1 Head 1 Fixed 1 1 Nail Data 1 Depth 1 Length 1Strength1Strength1 Nail? 1 3//////////////////╬/////////╬////////╬////////╬////////╬////////E 1 Nail Row 1 1 2.5 1 12 1 33000 1 69500 1 1 1 Nail Row 2 1 6 1 10 1 33000 1 69500 1 1 1 Nail Row 3 1 10 1 10 1 33000 1 69500 1 1 1 Nail Row 4 1 1 1 1 1 1 1 Nail Row 5 1 1 1 1 1 1 1 Nail Row 6 1 1 1 1 1 1 1 Nail Row 7 1 1 1 1 1 1 1 Nail Row 8 1 1 1 1 1 1 1 Nail Row 9 1 1 1 1 1 1 1 Nail Row 10 1 1 1 1 1 1 1 Nail Row 11 1 1 1 1 1 1 1 Nail Row 12 1 1 1 1 1 1 1 Nail Row 13 1 1 1 1 1 1 1 Nail Row 14 1 1 1 1 1 1 1 Nail Row 15 1 1 1 1 1 1 1//////////////////╬/////////╬////////C////////C////////C////////╝ 1 Horiz. Spacing 1 6 1 1 Nail Declination1 15 1 ╚//////////////////C/////////╝ Section 15 Page 5 Output File: C:\PROJECTS\IONISL~1\REV0~1\H12P-S.gnf GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 1 .//////////////////0 1 Global Stability 1 3//////////////////C/////////////////////////////////////////////////////////0 1 Minimum global safety factor = 2.463 for circle no. 214 1 ╚////////////////////////////////////////////////////////////////////////////╝ .//////////////////0 1 Output Data 1 3//////////////////C/////////0 1 Wall Height = 12.00 1 1 Wall Slope = 90.00 1 3//////////I////////////I////C///////I////////////I////////////I////////////I/////////////0 1 Circle 1 Circle 1 Circle 1 Circle 1 Circle 1 Moment 1 Factor of 1 1 Number 1 X-Intercept1 Base Angle 1 X-Center 1 Y-Center 1 Ratio 1 Safety 1 ╟SSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSSSU 1 1 1 15.03 1 38.52 1 -5992.49 1 -7526.91 1 1.000 1 3.68 1 1 2 1 15.03 1 36.17 1 -134.73 1 -184.29 1 1.005 1 3.53 1 1 3 1 15.03 1 33.81 1 -64.34 1 -96.06 1 1.010 1 3.39 1 1 4 1 15.03 1 31.45 1 -40.44 1 -66.11 1 1.009 1 3.31 1 1 5 1 15.03 1 29.09 1 -28.38 1 -50.99 1 1.005 1 3.26 1 1 6 1 15.03 1 26.73 1 -21.09 1 -41.85 1 1.007 1 3.19 1 1 7 1 15.03 1 24.38 1 -16.19 1 -35.71 1 1.009 1 3.13 1 1 8 1 15.03 1 22.02 1 -12.66 1 -31.29 1 0.995 1 3.15 1 1 9 1 15.03 1 19.66 1 -9.99 1 -27.94 1 0.995 1 3.07 1 1 10 1 15.03 1 17.30 1 -7.89 1 -25.31 1 0.995 1 3.00 1 1 11 1 15.15 1 38.31 1 -5992.43 1 -7584.52 1 1.000 1 3.66 1 1 12 1 15.15 1 35.95 1 -134.67 1 -185.66 1 1.005 1 3.50 1 1 13 1 15.15 1 33.60 1 -64.28 1 -96.75 1 1.010 1 3.37 1 1 14 1 15.15 1 31.24 1 -40.39 1 -66.57 1 1.009 1 3.29 1 1 15 1 15.15 1 28.88 1 -28.33 1 -51.34 1 1.005 1 3.24 1 1 16 1 15.15 1 26.52 1 -21.03 1 -42.12 1 1.007 1 3.17 1 1 17 1 15.15 1 24.16 1 -16.13 1 -35.94 1 1.009 1 3.11 1 1 18 1 15.15 1 21.80 1 -12.60 1 -31.48 1 0.995 1 3.12 1 1 19 1 15.15 1 19.45 1 -9.93 1 -28.11 1 0.995 1 3.04 1 1 20 1 15.15 1 17.09 1 -7.84 1 -25.46 1 0.995 1 2.97 1 1 21 1 15.30 1 38.03 1 -5992.35 1 -7662.15 1 1.000 1 3.62 1 1 22 1 15.30 1 35.67 1 -134.59 1 -187.50 1 1.005 1 3.47 1 1 23 1 15.30 1 33.31 1 -64.20 1 -97.68 1 1.010 1 3.33 1 1 24 1 15.30 1 30.95 1 -40.31 1 -67.19 1 1.009 1 3.25 1 1 25 1 15.30 1 28.60 1 -28.25 1 -51.80 1 1.005 1 3.21 1 1 26 1 15.30 1 26.24 1 -20.95 1 -42.49 1 1.007 1 3.14 1 1 27 1 15.30 1 23.88 1 -16.06 1 -36.24 1 1.009 1 3.07 1 1 28 1 15.30 1 21.52 1 -12.53 1 -31.74 1 0.995 1 3.09 1 1 29 1 15.30 1 19.16 1 -9.86 1 -28.33 1 0.995 1 3.01 1 1 30 1 15.30 1 16.80 1 -7.76 1 -25.66 1 0.995 1 2.94 1 1 31 1 15.47 1 37.73 1 -5992.27 1 -7744.71 1 1.000 1 3.58 1 1 32 1 15.47 1 35.37 1 -134.51 1 -189.45 1 1.005 1 3.43 1 1 33 1 15.47 1 33.01 1 -64.12 1 -98.67 1 1.010 1 3.30 1 1 34 1 15.47 1 30.66 1 -40.23 1 -67.85 1 1.009 1 3.22 1 1 35 1 15.47 1 28.30 1 -28.16 1 -52.29 1 1.005 1 3.17 1 1 36 1 15.47 1 25.94 1 -20.87 1 -42.89 1 1.007 1 3.10 1 1 37 1 15.47 1 23.58 1 -15.97 1 -36.57 1 1.009 1 3.04 1 1 38 1 15.47 1 21.22 1 -12.44 1 -32.02 1 0.995 1 3.04 1 1 39 1 15.47 1 18.86 1 -9.77 1 -28.57 1 0.995 1 2.97 1 1 40 1 15.47 1 16.51 1 -7.68 1 -25.87 1 0.995 1 2.90 1 1 41 1 15.64 1 37.42 1 -5992.18 1 -7832.60 1 1.000 1 3.54 1 1 42 1 15.64 1 35.06 1 -134.42 1 -191.54 1 1.005 1 3.39 1 1 43 1 15.64 1 32.70 1 -64.03 1 -99.72 1 1.010 1 3.26 1 1 44 1 15.64 1 30.34 1 -40.14 1 -68.55 1 1.009 1 3.18 1 1 45 1 15.64 1 27.98 1 -28.08 1 -52.82 1 1.005 1 3.14 1 1 46 1 15.64 1 25.63 1 -20.78 1 -43.31 1 1.007 1 3.07 1 1 47 1 15.64 1 23.27 1 -15.88 1 -36.92 1 1.009 1 3.00 1 1 48 1 15.64 1 20.91 1 -12.36 1 -32.31 1 0.994 1 3.00 1 1 49 1 15.64 1 18.55 1 -9.69 1 -28.83 1 0.995 1 2.93 1 1 50 1 15.64 1 16.19 1 -7.59 1 -26.09 1 0.995 1 2.86 1 1 51 1 15.83 1 37.09 1 -5992.09 1 -7926.25 1 1.000 1 3.50 1 1 52 1 15.83 1 34.73 1 -134.33 1 -193.76 1 1.005 1 3.36 1 1 53 1 15.83 1 32.37 1 -63.94 1 -100.84 1 1.010 1 3.23 1 1 54 1 15.83 1 30.01 1 -40.04 1 -69.30 1 1.009 1 3.15 1 1 55 1 15.83 1 27.66 1 -27.98 1 -53.38 1 1.005 1 3.10 1 1 56 1 15.83 1 25.30 1 -20.69 1 -43.75 1 1.007 1 3.03 1 ╚//////////C////////////C////////////C////////////C////////////C////////////C/////////////╝ Section 15 Page 6 Output File: C:\PROJECTS\IONISL~1\REV0~1\H12P-S.gnf GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 2 .//////////////////0 1 Output Data 1 3//////////////////C/////////0 1 Wall Height = 12.00 1 1 Wall Slope = 90.00 1 3//////////I////////////I////C///////I////////////I////////////I////////////I/////////////0 1 Circle 1 Circle 1 Circle 1 Circle 1 Circle 1 Moment 1 Factor of 1 1 Number 1 X-Intercept1 Base Angle 1 X-Center 1 Y-Center 1 Ratio 1 Safety 1 ╟SSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSSSU 1 57 1 15.83 1 22.94 1 -15.79 1 -37.29 1 1.009 1 2.96 1 1 58 1 15.83 1 20.58 1 -12.26 1 -32.63 1 0.994 1 2.96 1 1 59 1 15.83 1 18.22 1 -9.59 1 -29.10 1 0.994 1 2.89 1 1 60 1 15.83 1 15.86 1 -7.49 1 -26.33 1 0.995 1 2.82 1 1 61 1 16.03 1 36.74 1 -5991.99 1 -8026.12 1 1.000 1 3.46 1 1 62 1 16.03 1 34.39 1 -134.23 1 -196.13 1 1.005 1 3.32 1 1 63 1 16.03 1 32.03 1 -63.84 1 -102.04 1 1.010 1 3.19 1 1 64 1 16.03 1 29.67 1 -39.94 1 -70.10 1 1.009 1 3.11 1 1 65 1 16.03 1 27.31 1 -27.88 1 -53.98 1 1.005 1 3.06 1 1 66 1 16.03 1 24.95 1 -20.59 1 -44.23 1 1.007 1 3.00 1 1 67 1 16.03 1 22.59 1 -15.69 1 -37.68 1 1.009 1 2.92 1 1 68 1 16.03 1 20.24 1 -12.16 1 -32.96 1 0.994 1 2.92 1 1 69 1 16.03 1 17.88 1 -9.49 1 -29.39 1 0.994 1 2.84 1 1 70 1 16.03 1 15.52 1 -7.40 1 -26.59 1 0.995 1 2.78 1 1 71 1 16.24 1 36.38 1 -5991.88 1 -8132.72 1 1.000 1 3.41 1 1 72 1 16.24 1 34.02 1 -134.12 1 -198.65 1 1.005 1 3.27 1 1 73 1 16.24 1 31.66 1 -63.73 1 -103.31 1 1.010 1 3.15 1 1 74 1 16.24 1 29.31 1 -39.84 1 -70.95 1 1.009 1 3.07 1 1 75 1 16.24 1 26.95 1 -27.78 1 -54.61 1 1.005 1 3.03 1 1 76 1 16.24 1 24.59 1 -20.48 1 -44.74 1 1.007 1 2.96 1 1 77 1 16.24 1 22.23 1 -15.58 1 -38.10 1 1.009 1 2.88 1 1 78 1 16.24 1 19.87 1 -12.06 1 -33.32 1 0.994 1 2.87 1 1 79 1 16.24 1 17.52 1 -9.39 1 -29.71 1 0.994 1 2.80 1 1 80 1 16.24 1 15.16 1 -7.29 1 -26.86 1 0.994 1 2.73 1 1 81 1 16.47 1 36.00 1 -5991.77 1 -8246.64 1 1.000 1 3.37 1 1 82 1 16.47 1 33.64 1 -134.01 1 -201.35 1 1.005 1 3.23 1 1 83 1 16.47 1 31.28 1 -63.62 1 -104.68 1 1.009 1 3.11 1 1 84 1 16.47 1 28.93 1 -39.72 1 -71.86 1 1.009 1 3.03 1 1 85 1 16.47 1 26.57 1 -27.66 1 -55.30 1 1.005 1 2.99 1 1 86 1 16.47 1 24.21 1 -20.37 1 -45.28 1 1.007 1 2.92 1 1 87 1 16.47 1 21.85 1 -15.47 1 -38.55 1 1.009 1 2.83 1 1 88 1 16.47 1 19.49 1 -11.94 1 -33.71 1 0.994 1 2.83 1 1 89 1 16.47 1 17.14 1 -9.27 1 -30.04 1 0.994 1 2.75 1 1 90 1 16.71 1 35.60 1 -5991.65 1 -8368.51 1 1.000 1 3.32 1 1 91 1 16.71 1 33.24 1 -133.88 1 -204.24 1 1.005 1 3.19 1 1 92 1 16.71 1 30.89 1 -63.50 1 -106.14 1 1.009 1 3.07 1 1 93 1 16.71 1 28.53 1 -39.60 1 -72.83 1 1.009 1 2.99 1 1 94 1 16.71 1 26.17 1 -27.54 1 -56.03 1 1.005 1 2.95 1 1 95 1 16.71 1 23.81 1 -20.25 1 -45.86 1 1.007 1 2.88 1 1 96 1 16.71 1 21.45 1 -15.35 1 -39.03 1 1.009 1 2.78 1 1 97 1 16.71 1 19.09 1 -11.82 1 -34.11 1 0.994 1 2.78 1 1 98 1 16.71 1 16.74 1 -9.15 1 -30.39 1 0.994 1 2.71 1 1 99 1 16.98 1 35.18 1 -5991.52 1 -8499.05 1 1.000 1 3.28 1 1 100 1 16.98 1 32.82 1 -133.75 1 -207.34 1 1.005 1 3.14 1 1 101 1 16.98 1 30.47 1 -63.37 1 -107.70 1 1.009 1 3.03 1 1 102 1 16.98 1 28.11 1 -39.47 1 -73.88 1 1.009 1 2.95 1 1 103 1 16.98 1 25.75 1 -27.41 1 -56.81 1 1.005 1 2.91 1 1 104 1 16.98 1 23.39 1 -20.12 1 -46.48 1 1.006 1 2.83 1 1 105 1 16.98 1 21.03 1 -15.22 1 -39.55 1 1.008 1 2.74 1 1 106 1 16.98 1 18.67 1 -11.69 1 -34.55 1 0.993 1 2.73 1 1 107 1 16.98 1 16.32 1 -9.02 1 -30.77 1 0.993 1 2.70 1 1 108 1 17.26 1 34.74 1 -5991.38 1 -8639.06 1 1.000 1 3.23 1 1 109 1 17.26 1 32.38 1 -133.61 1 -210.66 1 1.005 1 3.10 1 1 110 1 17.26 1 30.03 1 -63.23 1 -109.38 1 1.009 1 2.98 1 1 111 1 17.26 1 27.67 1 -39.33 1 -75.00 1 1.009 1 2.91 1 1 112 1 17.26 1 25.31 1 -27.27 1 -57.64 1 1.005 1 2.86 1 1 113 1 17.26 1 22.95 1 -19.98 1 -47.15 1 1.006 1 2.78 1 1 114 1 17.26 1 20.59 1 -15.08 1 -40.10 1 1.008 1 2.69 1 1 115 1 17.26 1 18.23 1 -11.55 1 -35.02 1 0.993 1 2.70 1 1 116 1 17.26 1 15.88 1 -8.88 1 -31.18 1 0.993 1 2.69 1 1 117 1 17.56 1 34.28 1 -5991.23 1 -8789.45 1 1.000 1 3.18 1 ╚//////////C////////////C////////////C////////////C////////////C////////////C/////////////╝ Section 15 Page 7 Output File: C:\PROJECTS\IONISL~1\REV0~1\H12P-S.gnf GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 3 .//////////////////0 1 Output Data 1 3//////////////////C/////////0 1 Wall Height = 12.00 1 1 Wall Slope = 90.00 1 3//////////I////////////I////C///////I////////////I////////////I////////////I/////////////0 1 Circle 1 Circle 1 Circle 1 Circle 1 Circle 1 Moment 1 Factor of 1 1 Number 1 X-Intercept1 Base Angle 1 X-Center 1 Y-Center 1 Ratio 1 Safety 1 ╟SSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSSSU 1 118 1 17.56 1 31.92 1 -133.46 1 -214.22 1 1.005 1 3.05 1 1 119 1 17.56 1 29.56 1 -63.08 1 -111.18 1 1.009 1 2.94 1 1 120 1 17.56 1 27.21 1 -39.18 1 -76.20 1 1.009 1 2.86 1 1 121 1 17.56 1 24.85 1 -27.12 1 -58.54 1 1.004 1 2.82 1 1 122 1 17.56 1 22.49 1 -19.83 1 -47.87 1 1.006 1 2.73 1 1 123 1 17.56 1 20.13 1 -14.93 1 -40.70 1 1.008 1 2.64 1 1 124 1 17.56 1 17.77 1 -11.40 1 -35.53 1 0.993 1 2.69 1 1 125 1 17.56 1 15.41 1 -8.73 1 -31.62 1 0.992 1 2.67 1 1 126 1 17.88 1 33.79 1 -5991.06 1 -8951.22 1 1.000 1 3.13 1 1 127 1 17.88 1 31.44 1 -133.30 1 -218.06 1 1.005 1 3.00 1 1 128 1 17.88 1 29.08 1 -62.91 1 -113.12 1 1.009 1 2.89 1 1 129 1 17.88 1 26.72 1 -39.02 1 -77.49 1 1.009 1 2.82 1 1 130 1 17.88 1 24.36 1 -26.96 1 -59.51 1 1.004 1 2.78 1 1 131 1 17.88 1 22.00 1 -19.67 1 -48.64 1 1.006 1 2.68 1 1 132 1 17.88 1 19.65 1 -14.77 1 -41.33 1 1.008 1 2.62 1 1 133 1 17.88 1 17.29 1 -11.24 1 -36.07 1 1.010 1 2.59 1 1 134 1 18.23 1 33.28 1 -5990.89 1 -9125.54 1 1.000 1 3.08 1 1 135 1 18.23 1 30.93 1 -133.13 1 -222.19 1 1.005 1 2.96 1 1 136 1 18.23 1 28.57 1 -62.74 1 -115.20 1 1.009 1 2.84 1 1 137 1 18.23 1 26.21 1 -38.84 1 -78.89 1 1.009 1 2.77 1 1 138 1 18.23 1 23.85 1 -26.78 1 -60.55 1 1.004 1 2.72 1 1 139 1 18.23 1 21.49 1 -19.49 1 -49.47 1 1.006 1 2.64 1 1 140 1 18.23 1 19.14 1 -14.59 1 -42.02 1 1.007 1 2.61 1 1 141 1 18.23 1 16.78 1 -11.06 1 -36.66 1 1.009 1 2.58 1 1 142 1 18.60 1 32.75 1 -5990.70 1 -9313.72 1 1.000 1 3.03 1 1 143 1 18.60 1 30.39 1 -132.94 1 -226.65 1 1.005 1 2.91 1 1 144 1 18.60 1 28.03 1 -62.55 1 -117.46 1 1.009 1 2.80 1 1 145 1 18.60 1 25.67 1 -38.66 1 -80.39 1 1.008 1 2.73 1 1 146 1 18.60 1 23.32 1 -26.60 1 -61.68 1 1.004 1 2.67 1 1 147 1 18.60 1 20.96 1 -19.30 1 -50.37 1 1.005 1 2.63 1 1 148 1 18.60 1 18.60 1 -14.40 1 -42.77 1 1.007 1 2.59 1 1 149 1 18.60 1 16.24 1 -10.88 1 -37.29 1 1.009 1 2.56 1 1 150 1 19.01 1 32.19 1 -5990.50 1 -9517.28 1 1.000 1 2.98 1 1 151 1 19.01 1 29.83 1 -132.74 1 -231.47 1 1.005 1 2.86 1 1 152 1 19.01 1 27.47 1 -62.35 1 -119.89 1 1.009 1 2.75 1 1 153 1 19.01 1 25.11 1 -38.45 1 -82.02 1 1.008 1 2.68 1 1 154 1 19.01 1 22.75 1 -26.39 1 -62.90 1 1.004 1 2.65 1 1 155 1 19.01 1 20.40 1 -19.10 1 -51.34 1 1.005 1 2.61 1 1 156 1 19.01 1 18.04 1 -14.20 1 -43.57 1 1.007 1 2.57 1 1 157 1 19.01 1 15.68 1 -10.67 1 -37.98 1 1.008 1 2.54 1 1 158 1 19.45 1 31.60 1 -5990.28 1 -9737.93 1 1.000 1 2.93 1 1 159 1 19.45 1 29.24 1 -132.52 1 -236.71 1 1.005 1 2.81 1 1 160 1 19.45 1 26.88 1 -62.13 1 -122.54 1 1.009 1 2.70 1 1 161 1 19.45 1 24.52 1 -38.23 1 -83.78 1 1.008 1 2.65 1 1 162 1 19.45 1 22.16 1 -26.17 1 -64.22 1 1.004 1 2.63 1 1 163 1 19.45 1 19.81 1 -18.88 1 -52.39 1 1.005 1 2.59 1 1 164 1 19.45 1 17.45 1 -13.98 1 -44.44 1 1.006 1 2.56 1 1 165 1 19.45 1 15.09 1 -10.45 1 -38.72 1 1.008 1 2.53 1 1 166 1 19.93 1 30.98 1 -5990.04 1 -9977.70 1 1.000 1 2.87 1 1 167 1 19.93 1 28.62 1 -132.28 1 -242.39 1 1.005 1 2.76 1 1 168 1 19.93 1 26.26 1 -61.89 1 -125.41 1 1.009 1 2.65 1 1 169 1 19.93 1 23.90 1 -37.99 1 -85.70 1 1.008 1 2.63 1 1 170 1 19.93 1 21.55 1 -25.93 1 -65.65 1 1.003 1 2.61 1 1 171 1 19.93 1 19.19 1 -18.64 1 -53.53 1 1.004 1 2.58 1 1 172 1 19.93 1 16.83 1 -13.74 1 -45.39 1 1.006 1 2.54 1 1 173 1 20.45 1 30.33 1 -5989.78 1 -10238.90 1 1.000 1 2.82 1 1 174 1 20.45 1 27.97 1 -132.01 1 -248.58 1 1.004 1 2.70 1 1 175 1 20.45 1 25.61 1 -61.63 1 -128.53 1 1.009 1 2.64 1 1 176 1 20.45 1 23.25 1 -37.73 1 -87.78 1 1.008 1 2.61 1 1 177 1 20.45 1 20.89 1 -25.67 1 -67.21 1 1.003 1 2.60 1 1 178 1 20.45 1 18.54 1 -18.38 1 -54.78 1 1.004 1 2.56 1 ╚//////////C////////////C////////////C////////////C////////////C////////////C/////////////╝ Section 15 Page 8 Output File: C:\PROJECTS\IONISL~1\REV0~1\H12P-S.gnf GoldNail 3.11 This copy of GoldNail licensed to: William Fischetti; Earth Support Systems Page 4 .//////////////////0 1 Output Data 1 3//////////////////C/////////0 1 Wall Height = 12.00 1 1 Wall Slope = 90.00 1 3//////////I////////////I////C///////I////////////I////////////I////////////I/////////////0 1 Circle 1 Circle 1 Circle 1 Circle 1 Circle 1 Moment 1 Factor of 1 1 Number 1 X-Intercept1 Base Angle 1 X-Center 1 Y-Center 1 Ratio 1 Safety 1 ╟SSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSS╫SSSSSSSSSSSSSU 1 179 1 20.45 1 16.18 1 -13.48 1 -46.42 1 1.005 1 2.52 1 1 180 1 21.03 1 29.64 1 -5989.49 1 -10524.28 1 1.000 1 2.77 1 1 181 1 21.03 1 27.29 1 -131.73 1 -255.35 1 1.004 1 2.67 1 1 182 1 21.03 1 24.93 1 -61.34 1 -131.95 1 1.009 1 2.63 1 1 183 1 21.03 1 22.57 1 -37.45 1 -90.06 1 1.008 1 2.60 1 1 184 1 21.03 1 20.21 1 -25.39 1 -68.92 1 1.003 1 2.58 1 1 185 1 21.03 1 17.85 1 -18.09 1 -56.14 1 1.004 1 2.54 1 1 186 1 21.03 1 15.50 1 -13.19 1 -47.55 1 1.004 1 2.50 1 1 187 1 21.65 1 28.93 1 -5989.18 1 -10837.06 1 1.000 1 2.71 1 1 188 1 21.65 1 26.57 1 -131.42 1 -262.76 1 1.004 1 2.67 1 1 189 1 21.65 1 24.21 1 -61.03 1 -135.70 1 1.009 1 2.62 1 1 190 1 21.65 1 21.85 1 -37.13 1 -92.56 1 1.008 1 2.58 1 1 191 1 21.65 1 19.49 1 -25.07 1 -70.79 1 1.002 1 2.56 1 1 192 1 21.65 1 17.14 1 -17.78 1 -57.63 1 1.003 1 2.52 1 1 193 1 22.34 1 28.17 1 -5988.83 1 -11181.06 1 1.000 1 2.70 1 1 194 1 22.34 1 25.82 1 -131.07 1 -270.92 1 1.004 1 2.66 1 1 195 1 22.34 1 23.46 1 -60.68 1 -139.82 1 1.009 1 2.60 1 1 196 1 22.34 1 21.10 1 -36.79 1 -95.31 1 1.007 1 2.56 1 1 197 1 22.34 1 18.74 1 -24.73 1 -72.85 1 1.002 1 2.55 1 1 198 1 22.34 1 16.38 1 -17.44 1 -59.27 1 1.002 1 2.50 1 1 199 1 23.10 1 27.38 1 -5988.45 1 -11560.87 1 1.000 1 2.70 1 1 200 1 23.10 1 25.03 1 -130.69 1 -279.92 1 1.004 1 2.66 1 1 201 1 23.10 1 22.67 1 -60.30 1 -144.36 1 1.009 1 2.59 1 1 202 1 23.10 1 20.31 1 -36.41 1 -98.35 1 1.007 1 2.55 1 1 203 1 23.10 1 17.95 1 -24.35 1 -75.12 1 1.010 1 2.50 1 1 204 1 23.10 1 15.59 1 -17.06 1 -61.08 1 1.002 1 2.48 1 1 205 1 23.94 1 26.55 1 -5988.03 1 -11982.02 1 1.000 1 2.70 1 1 206 1 23.94 1 24.20 1 -130.27 1 -289.90 1 1.004 1 2.64 1 1 207 1 23.94 1 21.84 1 -59.88 1 -149.41 1 1.009 1 2.57 1 1 208 1 23.94 1 19.48 1 -35.99 1 -101.71 1 1.007 1 2.53 1 1 209 1 23.94 1 17.12 1 -23.93 1 -77.64 1 1.010 1 2.48 1 1 210 1 24.88 1 25.68 1 -5987.56 1 -12451.28 1 1.000 1 2.70 1 1 211 1 24.88 1 23.32 1 -129.80 1 -301.03 1 1.004 1 2.63 1 1 212 1 24.88 1 20.97 1 -59.41 1 -155.03 1 1.009 1 2.56 1 1 213 1 24.88 1 18.61 1 -35.52 1 -105.47 1 1.006 1 2.52 1 1 214 1 24.88 1 16.25 1 -23.46 1 -80.45 1 1.009 1 2.46 1 1 215 1 25.93 1 24.77 1 -5987.04 1 -12976.97 1 1.000 1 2.69 1 1 216 1 25.93 1 22.41 1 -129.28 1 -313.49 1 1.004 1 2.62 1 1 217 1 25.93 1 20.05 1 -58.89 1 -161.32 1 1.009 1 2.55 1 1 218 1 25.93 1 17.69 1 -34.99 1 -109.67 1 1.010 1 2.49 1 1 219 1 25.93 1 15.33 1 -22.93 1 -83.59 1 1.009 1 2.48 1 1 220 1 27.12 1 23.81 1 -5986.45 1 -13569.50 1 1.000 1 2.68 1 1 221 1 27.12 1 21.45 1 -128.68 1 -327.54 1 1.004 1 2.61 1 1 222 1 27.12 1 19.09 1 -58.30 1 -168.42 1 1.009 1 2.53 1 1 223 1 27.12 1 16.73 1 -34.40 1 -114.40 1 1.010 1 2.49 1 1 224 1 28.46 1 22.80 1 -5985.77 1 -14242.04 1 1.000 1 2.67 1 1 225 1 28.46 1 20.44 1 -128.01 1 -343.48 1 1.004 1 2.60 1 1 226 1 28.46 1 18.08 1 -57.62 1 -176.47 1 1.009 1 2.53 1 1 227 1 28.46 1 15.72 1 -33.73 1 -119.78 1 1.009 1 2.53 1 1 228 1 30.00 1 21.74 1 -5985.00 1 -15011.50 1 1.000 1 2.67 1 1 229 1 30.00 1 19.38 1 -127.24 1 -361.72 1 1.004 1 2.59 1 1 230 1 30.00 1 17.02 1 -56.85 1 -185.68 1 1.008 1 2.56 1 ╚//////////C////////////C////////////C////////////C////////////C////////////C/////////////╝ Section 15 Page 9 SECTION 16 Project No. 06442-32-31A January 18, 2023 Ionis Pharmaceuticals, Inc. 2855 Gazelle Court Carlsbad, California 92010 Attention: Mr. Wayne Sanders Subject: GEOTECHNICAL RECOMMENDATIONS: SOIL NAIL RETAINING WALL AND PRELIMINARY CONCRETE PAVER PAVEMENT IONIS PHARMACEUTICALS LOTS 21 AND 22 (CARLSBAD OAKS NORTH BUSINESS PARK) CARLSBAD, CALIFORNIA References: 1. Update Geotechnical Report, Ionis Lots 21 and 22 (Carlsbad Oaks North Business Park), Carlsbad, California, dated October 19, 2021, prepared by Geocon Incorporated (Project No. 06442-32-31A). 2. Precise Grading Plans for: Ionis Pharmaceuticals Lots 21 & 22, City of Carlsbad, California, prepared by Pasco Laret Suiter & Associates, undated. Dear Mr. Sanders: In accordance with Mr. Jon Olhson with DGA Planning/Architecture/Interiors, we are providing geotechnical recommendations for use in design of the planned soil nail retaining wall and preliminary concrete paver section for the subject project. The recommendations presented herein should be used in conjunction with the information presented in Reference No. 1. Summarized below are the geotechnical recommendations: 1.0 Soil Nail Retaining Wall 1.1 We understand that a permanent soil nail retaining wall is planned adjacent to the north and east margins of the parking garage. In general, ground conditions are moderately suited to soil nail wall construction techniques. The wall will be excavated in compacted fill and granitic rock. Moderate to heavy effort should be expected when drilling into the granitic rock. Localized zones of rock up to 12 inches in diameter and occasionally larger rock could be encountered in the existing fill materials that could be difficult to drill. GEOCON INCORPORATED G E OT E CHN I CAL ■E NV I RONMENTA L ■ MA T ER I A L S 6960 Flanders Drive ■ Son Diego, California 92121-297 4 ■ Telephone 858.558.6900 ■ Fax 858.558.6159 Geocon Project No. 06442-32-31A - 2 - January 18, 2023 1.2 Soil nail walls consist of installing closely spaced steel bars (nails) into a slope or excavation in a top-down construction sequence. Following installation of a horizontal row of nails, drains, water-proofing and wall reinforcing steel are placed and shotcrete applied to create a final wall. 1.3 The wall should be designed by an engineer familiar with the design of soil nail walls. 1.4 Corrosion protection should be provided for the nails considering the wall is a permanent structure. 1.5 Testing of the soil nails should be performed in accordance with the latest version of guidelines provided by the Federal Highway Administration (FHWA) or similar guidelines. At least two verification tests should be performed on non-production (sacrificial) nails to confirm design assumptions for each soil/rock type encountered prior to start of construction. The bond length of the verification nails should be adjusted to allow for pullout testing to evaluate the ultimate bond stress. In addition, verification testing (additional sacrificial test nails) may be required during production to check capacities for different in-situ conditions encountered during construction and/or installation methods. A minimum of 5 percent of the production nails should also be proof tested. 1.6 Geocon Incorporated should observe the wall construction operations and testing of the soil nails. 1.7 The soil strength parameters listed in Table A can be used in design of the soil nails. The bond stress is dependent on drilling method, diameter, and construction method. Therefore, the designer should evaluate the bond stress based on the existing soil conditions and the construction method. TABLE A SOIL STRENGTH PARAMETERS FOR SOIL NAIL WALLS Description Cohesion (psf) Friction Angle (degrees) Estimated Ultimate Bond Stress (psi)* Compacted Fill 200 30 15 Weathered Granitic Rock 300 38 35 *Assuming gravity fed, open hole drilling techniques. 1.8 A drain system should be incorporated into the design of the soil nail wall as shown herein. Geocon Project No. 06442-32-31A - 3 - January 18, 2023 1.9 Geocon Incorporated should review the wall plans prior to final design submittal to check whether additional analyses and/or recommendations are required. 2.0 Preliminary Concrete Paver Pavement Recommendations 2.1 We understand that non-permeable pavers consisting of high strength brick pavers are planned for the project. The preliminary section presented herein is for budgetary estimating purposes only and are not for construction. The final paver pavement section will be provided after the grading operations are completed, subgrade soils are sampled, and laboratory resistance value (R-Value) testing is performed on the soil samples collected. 2.2 We calculated the paver pavement section in general conformance with the Interlocking Concrete Pavement Institute Technical guidelines (ICPI Tech Spec Number 4, Structural Design of Interlocking Concrete Pavement for Roads and Parking Lots) and Caltrans Highway Design Manual (Topic 633). We used a traffic index (TI) of 6.5 for design of the pavement section based on information provided by Pasco Laret Suiter & Associates (PLSA). We used an estimated R-Value of 30 and 78 for soil and aggregate base, respectively, in the pavement calculations. Table B presents the preliminary concrete paver section. EX ;,.vATION Ft SOIL NAI~ AND GROUT 3'MIN. WHERE REQUIRED PERFORATED COLLECTOR DRAIN SCHEDULE 40 PVC PIPE (OR OTHER) UNIFORMLY SLOPED LEADING TD POSITIVE GRAVITY OUTLET OR CONTROLLED DRAINAGE DEVICE FINISH SURFACE Geocon Project No. 06442-32-31A - 4 - January 18, 2023 TABLE B PRELIMINARY CONCRETE PAVER SECTIONS Drive Isle Traffic Index Design R-Value Minimum Concrete Paver Thickness, inches [mm] Bedding (inches) Class 2 Aggregate Base (inches) Heavy Truck & Fire Lane 6.5 30 3.15 [80] 1.0 10.0 *Paver sections are for project ultimate traffic loading only and not for support of construction traffic. Provided below are general recommendations for construction of the paver pavement section: 1. Concrete paver installation should be performed in accordance with ICPI Tech Spec 2, Construction of Interlocking Concrete Pavement. 2. Contractor should refer to project landscaping architect for type of paver to use. 3. The pavers should be placed on bedding sand that meets ASTM C33 gradation as indicated in ICPI Tech 17 (see paver manufacture specifications for actual bedding sand gradation). The pavers and sand bedding should be constructed over Class 2 aggregate base materials conforming to Section 26-1.02B of the Standard Specifications of Caltrans with a ¾-inch maximum size aggregate. 4. Prior to placing the pavers, sand bedding and aggregate base materials, the subgrade soil should be scarified, moisture conditioned as necessary, mixed and compacted to a dry density of at least 95 percent of the laboratory maximum dry density near to slightly above optimum moisture content per ASTM D 1557. The depth of compaction should be at least 12 inches. Class 2 base materials should also be compacted to at least 95 percent of the laboratory maximum dry density near to slightly above optimum moisture content per ASTM D 1557. 5. Stable edge restraints such as Portland cement concrete (PCC) curbs are essential to maintain horizontal interlock while the paver units are subjected to repeated vehicular loads. Edge restraints should be constructed in accordance with ICPI Tech Spec Number 3, Edge Restraints for Interlocking Concrete Pavements. Where pavers will be subject to vehicular loads and where not restrained by PCC curbs, a concrete beam at least 8 inches wide should be provided to hold the pavers together. The beam should extend at least 6 inches below the aggregate base material. The edge restraints (beam) should be provided with two No. 3 steel reinforcing bars, placed top and bottom. 6. Interlocking pavers should be placed directly adjacent to one another to minimize areas where water can percolate down into the base and subgrade. In addition, a sealant to bind the sand between the pavers should be used. 7. A maintenance schedule consisting of inspecting the pavement sections should be established and periodic removal, replacement, and re-leveling of individual pavers may be required. 8. Consideration should be given to placing Mirafi HP570 or equivalent subgrade stabilizing materials on the compacted subgrade soil prior to placing the aggregate base and installing the pavers. The use of subgrade stabilizing materials reduces the potential for paver movement due Geocon Project No. 06442-32-31A - 5 - January 18, 2023 to saturated subgrade soils that typically result with time. Also, the frequency of removing and replacing individual pavers may be reduced potentially resulting in lower maintenance cost. 9. The performance of pavement, aggregate base, and subgrade materials are highly dependent on providing surface drainage. Ponding of water on or adjacent to the structural surface may result in saturation of the subgrade materials and subsequent distress. To reduce the occurrence for such situations, a surface drainage gradient should be maintained across the pavement surface. Drainage from landscaped areas should be directed to controlled drainage structures. 10. Where landscaping or landscape planters are planned adjacent to pavements supporting vehicular loading, an impermeable liner should be placed at the edges to prevent landscape irrigation from migrating into the adjacent pavement base and subgrade soils. The liner should extend at least 6 inches below the bottom of the aggregate base. In-lieu of providing an impermeable liner, edge restraints (band and/or concrete curbs) may be extended at least 6 inches below the bottom of the base section. Should you have questions regarding this letter, or if we may be of further service, please contact the undersigned at your convenience. Very truly yours, GEOCON INCORPORATED Emilio Alvarado RCE 66915 EA:am (e-mail) Addressee 9685 Via Excelencia, Suite 104 | San Diego, CA 92126 phone (760) 929-2851 | www.earthsupportsys.com April 6, 2023 Mr. Rick Walsh Phone (619) 857-1737 Malcolm Drilling Company, Inc. 16855 W Bernardo Drive - Unit 125 San Diego, CA 92127 Re: Ionis Lot 21 & 22 JOB #22-152 San Diego, California Subject: Permanent & Temporary Soil Nail Walls Interaction between proposed Trees and Nails Dear Mr. Walsh, This letter is to confirm that Earth Support Systems Inc. (ESSI) has reviewed the proposed tree locations and depths behind the permanent Soil Nail Wall and understands that: 1. The trees will be installed after the soil nail wall is installed. 2. The roots will grow through the soil around the soil nails. 3. The shotcrete wall will work as a “root barrier”, and the roots will not affect the structural capacity of the shotcrete facing. Based on the above, ESSI expects that the trees and their roots will not affect the wall long-term performance and structural capacity, and it is acceptable to install the trees behind the wall, following the recommendations below: Recommendations: • As specified on the attached plans, ESSI recommends that the temporary trench excavation, installation and backfill of trees located within a distance of 25-ft from the face of wall, happen at the same day – continuously. • Within a distance of 25-ft from face of wall, open trenches behind the wall are not allow to remain open for more than 12 hours. ESSI shall be notified if a trench ~ EARTH SUPPORT SYSTEMS Interaction – Nails vs. Trees JOB # 22-152 April 6, 2023 Page 2 of 2 9685 Via Excelencia, Suite 104 | San Diego, CA 92126 phone (760) 929-2851 | fax (760) 929-2852 | www.earthsupportsys.com requires to remain open over a period of 12 hours, ESSI will analyze the particular case and provide recommendations. • As specified on the attached plans, for any temporary trench for tree installation closer than 3-ft to a nail, the nail total length shall be extended by 5-ft. As shown on plan, ESSI has updated/extended the nail length for a few nails that are within the influence of the tree excavation. Earth Support Systems, Inc., has analyzed the proposed tree locations and trench sizes, and has made every effort to avoid conflicts between the proposed trees and nails, as shown in the proposed plans. As ESSI has, to their best of their abilities, endeavored to prepare a set of shoring plans that would theoretically minimize the potential conflicts in the field between the nails and trees, we would expect that all other parties involved including the general contractor, and subcontractors, use an equivalent level of diligence to facilitate the construction of the shoring system and the installation of the trees. • Trees shall be installed at least 10-ft away from the face of wall. • Tress closer than 25-ft to the face of wall cannot have invasive roots. Should you have any additional questions regarding this matter, please feel free to reach us at (760) 929-2851. Sincerely, EARTH SUPPORT SYSTEMS, INC. Ricardo Jordan, P.E., M.S. Santiago Rubio, E.I.T., M.S. President Project Manager 9/30/23 09/03/2021 PN P7 P6 P5 PMPLPKPJPIPHPG P2 P1 PE PD PC PB PA PF 4 4 5 44 0 4 4 0 43 5 4 3 0 42 5 42 0 41 5 410 S D S D S D S D S D S D F F F F FFFFFFFFFFFFFFF F F F F F F F F F F F F F F F F F SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D S D S D SD SD SD SD SD SD SD SD SD F F F F NEW 3-LEVEL PARKING STRUC T U R E PAD ELEVATION = 413.80 1ST LEVEL F.F. = 414.50 2ND LEVEL F.F. = 424.75 3RD LEVEL F.F. = 435.00 425.42 TC 424.92 FS 425.42 TC 424.92 FS 424.18 TC 423.68 FS 421.29 TC 420.79 FS 427.86 TC 427.36 FS 430.72 TC 430.22 FS 435.42 TC 434.92 FS 435.22 TC 434.72 FS 415.17 TC 414.67 FS 431.05 TC 430.55 FS 434.15 TC 433.65 FS 433.91 TC 433.41 FS 420.17 TC 419.67 FS 419.76 TC 419.26 FS 418.14 TC 417.64 FS 417.60 TC 433.77 TC 433.27 FL 433.89 TC 433.39 FS 433.95 TC 433.45 FL 417.91 TC 417.41 FS 434.61 TC 434.11 FS431.18 TC 430.68 FS 430.63 TC 430.13 FL 427.41 TC 426.91 FL 425.59 TC 425.09 FL 423.98 TC 423.48 FL 423.23 TC 422.73 FS 418.63 TC 418.13 FS 420.04 TC 419.54 FS 420.81 TC 420.31 FL 423.44 TC 422.94 FS 424.58 TC 424.08 FS 423.08 TC 422.58 FS 425.81 TC 425.31 FS 424.53 TC 424.03 FS 434.74 TC 434.24 FS 427.31 TC 426.81 FS 426.06 TC 425.56 FS 414.50 1ST FF 424.75 FF (2ND) 421.40 TW 414.00 BW 424.41 TW 414.00 BW 423.40 TC 422.90 FS 423.20 TC 422.70 FS 431.32 TC 430.82 FS 434.80 3RD FF 435.00 3RD FF 420.67 FL/TG 423.91 FL/TG 427.33 FL/TG 430.44 FL/TG 418.00 FG/TW 424.73 TG 414.67 TG BUILT-IN SEATING PER LANDSCAPE413.67 FF (1ST) 414.67 FF (1ST) 414.67 FF (1ST) 414.00 FG 414.67 FF (1ST) 414.00 FG 424.75 2ND FF 413.85 TG 413.85 TG 413.85 TG 413.85 TG 433.40 FG 413.20 FF (1ST) 412.53 FG 413.85 TG ELEVATION VIEW - LOOKING NORTH PLAN VIEW - NORTH REVIEWED BY: DATEINSPECTOR DATE RVWD BY: INITIALDATE SHEET SHEETS APPROVED: DWN BY: CHKD BY:PROJECT NO.DRAWING NO.DATE INITIAL ENGINEER OF WORK DATE INITIAL CITY APPROVALREVISION DESCRIPTION ENGINEERING DEPARTMENT RCE EXP. CITY ENGINEER RCE EXPIRES DATE PRECISE GRADING PLANS FOR: 63912 9/30/22 JASON S. GELDERT SDP-2021-0029 IONIS PHARMACEUTICALS LOTS 21 & 22 49 ESSI OTHER APPROVAL CITY OF CARLSBAD "AS BUILT" 01/27/2023RICARDO JORDAN R.C.E. NO. 68436 EXP. 09-30-23 DATE ENGINEER OF WORK 31 SOIL NAIL WALL PLAN VIEW & ELEVATION SDP2021-0029, GR2022-0049 540-7A PLEASE HAVE WALL ENGINEER DESIGNATE TEST NAIL PLEASE HAVE WALL ENGINEER ADD STATIONING PLEASE HAVE WALL ENGINEER ADD STATIONING PLEASE HAVE WALL ENGINEER CALL OUT TEST NAILS ESSI RESPONSE: Please note that the proposed structure, structure grid lines and dimensions are shown for reference in plan and elevation view, for the contractor to locate accurately the wall alignment, top of wall, bottom of wall and nail location/elevation. ESSI understands that for the Shoring contractor and General Contractor is sufficient information to accurately build and install the proposed wall. Thus, respectfully ESSI considers that stationing is not required for this particular wall. ESSI RESPONSE: Comment noted. Plans have been revised to call out test nails. Please refer to the attached shoring plans./ 11'-0" / 450.00' 3'-o" - 5' -o" I t-8" / \ (F',4 : / / /I /1 -T/ , 3'-Q" / 440.00' 430.00' 420.00' 410.00' 400.00' 23'-10" NOTES: fl,, 1. FIELD LOCATE PROPOSED & EXISTING STRUCTURES & UTILITIES PRIOR TO ANY SHORING INSTALLATION. 2. TOP OF WALL IS 6-IN ABOVE FINISH GRADE BEHIND WALL. . . - . ----- . --<>-----~- . \ X ----- ----- 62'-9" BW=409.00' / 45'-6" L:.::: / 8'-3" { Cl z w CD I I 01 r:51 col I I I 12'-9" / Cl z w CD BW=410.50' 29'-5" l SCALE: 1 " = 1 O' BW=410.00' ' 22'-Q" --- -- -------- SCALE: 1" = 10' (3' ~,,__ _____ _ - ,----:.• , BW=409.00' 45' -0" / -----------1 ---::_ - - ------ ---- - -------------- -\--- ----_-=-~--=----------'< -_ ------=-=---'c------::----=-----------t- 67'-5" --. I\ \ \\ .. \ . Cl z w CD 431.50' -- 450.00' 440.00' 430.00' 41 o.oo' 400.00' ---- -------_-: -----( -- i-------------+--+------+------+-------1 L __ ~ _J PN PM 45 5 45 0 445 445 440 440 440 435 435 435 430 430 430 425 425 425 420 420 415 F F F F F F F F F F F SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD F F F F F F F F 43 5 . 4 2 T C 43 4 . 9 2 F S 43 5 . 2 2 T C 43 4 . 7 2 F S 43 1 . 0 5 T C 43 0 . 5 5 F S 43 4 . 1 5 T C 43 3 . 6 5 F S 43 3 . 9 1 T C 43 3 . 4 1 F S 43 1 . 6 3 T C 43 1 . 1 3 F S 43 4 . 7 5 T C 43 4 . 2 5 F S 43 4 . 9 8 T C 43 4 . 4 8 F S 43 3 . 7 7 T C 43 3 . 2 7 F L 43 8 . 6 7 T W 43 4 . 6 4 B W 43 3 . 8 9 T C 43 3 . 3 9 F S 43 3 . 9 5 T C 43 3 . 4 5 F L 41 8 . 0 0 F F 43 4 . 6 1 T C 43 4 . 1 1 F S 43 1 . 5 1 T C 43 1 . 0 1 F S 43 4 . 7 4 T C 43 4 . 2 4 F S 43 4 . 0 0 F S P/ L RE T A I N I N G W A L L ' A ' 43 1 . 3 2 T C 43 0 . 8 2 F S PR O P . L O T 1 ( 8 . 3 7 A C ) EX I S T I N G L O T L I N E T O B E RE M O V E D P E R L O T L I N E AD J U S T M E N T C O C 2 0 2 2 - 0 0 1 1 43 4 . 8 0 3 R D F F 43 5 . 0 0 3 R D F F 43 7 . 5 0 F L 43 3 . 5 0 F S 43 0 . 4 4 F L / T G 41 8 . 0 0 FG / T W PE D E S T R I A N B R I D G E PE R A R C H I T E C T 43 3 . 9 4 F S 41 8 . 0 0 F S 41 7 . 8 5 F S 41 7 . 2 0 T G 2N D L E V E L B A L C O N Y PE R A R C H I T E C T 43 2 . 0 0 T G SH A D E S T R U C T U R E PE R L A N D S C A P E BU I L T - I N S E A T I N G PE R L A N D S C A P E 41 4 . 3 3 F F ( 1 S T ) 41 4 . 6 7 F F ( 1 S T ) 43 3 . 4 0 F G 42 7 . 7 5 F G 41 8 . 0 0 F G ELEVATION VIEW - LOOKING EAST PLAN VIEW - EAST REVIEWED BY: DATEINSPECTOR DATE RVWD BY: INITIALDATE SHEET SHEETS APPROVED: DWN BY: CHKD BY:PROJECT NO.DRAWING NO.DATE INITIAL ENGINEER OF WORK DATE INITIAL CITY APPROVALREVISION DESCRIPTION ENGINEERING DEPARTMENT RCE EXP. CITY ENGINEER RCE EXPIRES DATE PRECISE GRADING PLANS FOR: 63912 9/30/22 JASON S. GELDERT SDP-2021-0029 IONIS PHARMACEUTICALS LOTS 21 & 22 49 ESSI OTHER APPROVAL CITY OF CARLSBAD "AS BUILT" 01/27/2023RICARDO JORDAN R.C.E. NO. 68436 EXP. 09-30-23 DATE ENGINEER OF WORK 32 SOIL NAIL WALL PLAN VIEW & ELEVATION SDP2021-0029, GR2022-0049 540-7A PLEASE HAVE WALL ENGINEER DESIGNATE TEST NAIL PLEASE HAVE WALL ENGINEER ADD STATIONING PLEASE HAVE WALL ENGINEER CALL OUT TEST NAILS ESSI RESPONSE: Comment noted. Comment has been addressed on sheet ES1.1. ESSI RESPONSE: Comment noted. Comment has been addressed on sheet ES1.1. ESSI RESPONSE: Comment noted. Comment has been addressed on sheet ES1.1. 450.00' 440.00' 430.00' 420.00' 410.00' NOTES: 1. FIELD LOCATE PROPOSED & EXISTING STRUCTURES & UTILITIES PRIOR TO ANY SHORING INSTALLATION. 2. TOP OF WALL IS 6-IN ABOVE FINISH GRADE BEHIND WALL. ----,/ .. / I 'i ' ' ' ' ,,,./ ' / ' ' ' ' \; I I I I I y •• ! ·, " \ r ' ' \ / \ : I l ' I I I \ 1 ' . I . I I I i ' ' I I I !: ,/ ·1 ' . I I J~/ I I . I I I I 5 ES2.0 J'--------------------69' -4" -----------------C--------24'-11" ------+-----21'-1 o" ------,V 01 01 r:51 r:51 OJI OJI 4, 8" 2'-8" TW=433.90' - PERMANENT SOIL NAIL-····· .... (TYPICAL) PERMANENT SHOTCRETE- I I I I I --1 I I 1:r 1 :, .f) :1 1r: :, {74':, I I ir~·•,1 I : 16'-3" r 26'-6" -----+------19'-3" l /i" 1 : 1 : ' '-,_ I I ' I I~ I~ ,----EG ' ~ ,LO ,LO I I · -----ir FG (BEHIND WALL)-~ -~--_ 1 __ b ~, 1 _ _i:-___ ·----~--~ i~ : ~ '"l 43?.50'.. .... C .... " .. • ?,,,--''if I ~'1 • " 431.50' .. ·. ··;·'" ~•.... 3: I 'if ·•. 427:50' •. 3:' m m m.,. m ,,~ci m,. m m, . ,,,,~ .. ' ~.,.c~~· -~_..,__ __ ._,.,:44'2~2,_c.5){)0'~~-~"~-~."__~-~._-,_~~~ .,...:t·· ' n I ---- . -~- -----t ., ... ----- I I I I n SCALE: 1" 10' ✓ C: -~--~ --~ ·: --~-.: -: . r:·_ --~ c;=_._-: --~~=-= =~-=ft ~::;=·= = =~------- I I. I I 1'-9" 1:---:~J :1 l~_ 0 z w OJ 18'-6" ---~-9'-4" -,j~-12'-6" I I I I ' ' • 450.00' 440.00' 430.00' 420.00' 41 o.oo· - --· - ------· - ---, ES1 .2 BEARING PLATE DETAIL WEEP HOLE DETAIL GEOCOMPOSITE DRAIN & TOP OF WALL DETAIL WEEP HOLE DETAIL GEOCOMPOSITE DRAIN & PERMANENT SOIL NAIL DETAIL (TYPICAL) REVIEWED BY: DATEINSPECTOR DATE RVWD BY: INITIALDATE SHEET SHEETS APPROVED: DWN BY: CHKD BY:PROJECT NO.DRAWING NO.DATE INITIAL ENGINEER OF WORK DATE INITIAL CITY APPROVALREVISION DESCRIPTION ENGINEERING DEPARTMENT RCE EXP. CITY ENGINEER RCE EXPIRES DATE PRECISE GRADING PLANS FOR: 63912 9/30/22 JASON S. GELDERT SDP-2021-0029 IONIS PHARMACEUTICALS LOTS 21 & 22 49 ESSI OTHER APPROVAL CITY OF CARLSBAD "AS BUILT" 01/27/2023RICARDO JORDAN R.C.E. NO. 68436 EXP. 09-30-23 DATE ENGINEER OF WORK 34 SOIL NAIL WALL DETAILS SDP2021-0029, GR2022-0049 540-7A SOIL NAIL LENGTH 3" CLR., MIN. ESSI RESPONSE: Comment noted. Dimension has been added. Please refer to updated shoring plans. ~--12" ± --------i (2) WWF 4 x 4 -W4.0 x W4.0, ---f----11' USE 8" (MIN.) SPLICES FOR WELDED WIRE MESH 1" x 1 o" x 1 o" BEARING PLATE ¥/ X 6" STUDS 2" CLEAR. --i ANCHOR NUT WEDGE WASHERS 2 -#5 CONTINUOUS HORIZONTAL BARS @ 1' O.C. (GR. 60) L splice = 25 • 8" (MIN.) THICK PERMANENT __/ SHOTCRETE FACE / ~//// • .. / _/ /-4" CK TEMPORARY SHOTCRETE / 2 #4 VERTICAL BARS 1' O.C., L=4' (GR. 60) -#4 CONTINUOUS HORIZONTAL BARS @ 1' O.C. (GR. 60) ,,.--CORRUGATED SHEATHING NO MORE // THAN 1.5" BEHIND BEARING PLATE PVC CORRUGATED /-SHOP CEMENT GROUT SHEA THING // (BETWEEN THREAD BAR & // CORRUGATED SHEA THING) ___ /,,/,/ CENTRALIZER @ 7' O.C. ··•~ VERT. GEOCOMPOSITE DRAIN 24" WIDE @ 6' O.C. (CENTERED BETWEEN NAILS) - PERMANENT SHOTCRETE -- (SEE 1/ES3.0 FOR DETAIL) TEMPORARY SHOTCRETE ----------- (SEE 1/ES3.0 FOR DETAIL) FINISH GRADE IN -\ FRONT OF WALL 6"± CONNECT TO MAIN SUBDRAIN SYSTEM, AS REQUIRED (BY OTHERS) 2 VERT. GEOCOMPOSITE DRAIN 24" WIDE @ 6' O.C. (CENTERED BETWEEN NAILS) NEAREST SOIL NAIL /~ 3" DRAIN GRATE CONTINUOUS GEOCOMPOSITE DRAIN 24" WIDE (TYP.) ½====7'::-7=--''~ 3"r/J PVC WEEP HOLE @ 6'-0" O.C.± (TYP.). MAY BE LOCATED 6"± ABOVE WWF 4 x 4-W4.0 x W4.0 USE 8" (MIN.) SPLICES FOR WELDED WIRE MESH BOTTOM OF WALL OR BELOW FINISH GRADE, AS REQUIRED TO CONECT TO MAIN DRAIN SYSTEM. NOTES: 1. SEE 2/ES3.0 & 5/ES3.0 FOR GEOCOMPOSITE DRAIN & WEEP HOLE DETAIL. 2. SEE 4/ES3.0 FOR TOP OF WALL DETAIL. 3. SEE 3/ES3.1 FOR TEMPORARY SAFETY RAILING DETAIL. 4. FOR FENCING AT MECHANICAL YARD REFER TO DETAILS 2/A203 & 2/A306 FROM ARCHITECTURAL SET . CB N.T.S. PROPOSED COLUMN ~ PERMANENT SHOTCRETE ~ (PER STRUCTURAL \ (SEE 1/ES3.0 FOR DETAIL) \ BUILDING PLANS) \ _j ' Tl ,c -v;-J· REFER TO /J STRUCTURAL I •7 I & CIVIL PLANS I f, "'" I I I PROPOSED SLAB -I I /', I ON GRADE I /', ,, " I (PER STRUCTURAL I BUILDING PLANS) I I I -, TEMPORARY SHOTCRETE \\ (SEE 1 /ES3.0 FOR DETAIL) \ ' VERT. GEOCOMPOSITE DRAIN 24" WIDE @ 6' O.C. (CENTERED BETWEEN NAILS) NEAREST SOIL NAIL NOTES: 1. REINFORCING STEEL & WATERPROOFING NOT SHOWN FOR CLARITY. I I {'; j f J < ' h- 1 =-,,--,,c=7rl ·•·: CONTINUOUS '>i' I Lo ·::.J.------t'--"==-"" GEOCOMPOSITE 2. WEEP HOLE MIGHT BE LOCATED 6" ABOVE OR BELOW FINISH GRADES. COORDINATE WITH CIVIL PLANS FOR FINAL DRAIN LOCATIONS. 3. TEMPORARY SHOTCRETE BELOW BOTTOM OF PERMANENT SHOTCRETE / TOP OF FOOTING, MAY BE OMITTED IF SOIL CONDITIONS PERMIT, AND WITH THE APPROVAL OF THE ON SITE REPRESENTATIVE OF THE SOILS ENGINEER. b.l-----,r=ft·.·l I DRAIN 24• I ; 7 I WIDE (TYP.) TOP OF FOOTING ~\ I.& u CONNECT 'WEEPHdLE TO <i MAIN SUBDRAIN lYSTEM ~ " _J -~'-'·/ -< ~/-_ / > . / ··• PROPOSED FOOTING-" (PER STRUCTURAL BUILDING PLANS) 5 J L__f-DRAIN GRATE --+-3"r/J PVC WEEP HOLE @ 6'-0" O.C. CENTERED BETWEEN NAILS (TYP.), (CONNECTED TO SUBDRAIN AS SEE NOTE 3 REQUIRED, PER SEPARATE PLAN) j ·~-1---BOTTOM OF PERMANENT SHOTCRETE WALL ,...______, N.T.S. NOTE: REINFORCING STEEL NOT SHOWN FOR CLARITY. N.T.S. 1¼" (TYP.) ' ~-+-0 1¼" I ," -HOLE (SIZE TO ACCOMMODATE THREAD BAR) (TYP.) 4"r/J SCHEDULE 40 TRUMPET X 2' CB TOP OF WALL-\ \ PERMANENT ---i SHOTCRETE WALL TEMPORARY ----+--t SHOTCRETE WALL NOTE: 1" X 10" x 10" BEARING PLATE ~----··-._ STUDS N.T.S. 6" FREEBOARD (PER CIVIL PLAN) (TYP., SEE 1 /ES3.0 FOR SIZE) 1 EXISTING/FINISHED I :~~~ ~~PC~E~E _J ________ _ REINFORCEMENT NOT SHOWN FOR CLARITY. ED N.T.S. ES3.0 · · · · · REVIEWED BY: DATEINSPECTOR DATE RVWD BY: INITIALDATE SHEET SHEETS APPROVED: DWN BY: CHKD BY:PROJECT NO.DRAWING NO.DATE INITIAL ENGINEER OF WORK DATE INITIAL CITY APPROVALREVISION DESCRIPTION ENGINEERING DEPARTMENT RCE EXP. CITY ENGINEER RCE EXPIRES DATE PRECISE GRADING PLANS FOR: 63912 9/30/22 JASON S. GELDERT SDP-2021-0029 IONIS PHARMACEUTICALS LOTS 21 & 22 49 ESSI OTHER APPROVAL CITY OF CARLSBAD "AS BUILT" 01/27/2023RICARDO JORDAN R.C.E. NO. 68436 EXP. 09-30-23 DATE ENGINEER OF WORK 36 SOIL NAIL WALL NOTES SDP2021-0029, GR2022-0049 540-7A CARLSBAD; REVISE WHERE APPLICABLE ESSI RESPONSE: Comment noted. Note has been updated. Please refer to updated shoring plans. ESSI RESPONSE: Comment noted. Notes have been updated as requested. Please refer to updated shoring plans. GENERAL NOTES AND DEFINITIONS 1. THE SHORING ENGINEER IS DEFINED AS THE REGISTERED CIVIL ENGINEER WHOSE STAMP RESIDES ON THESE DRAWINGS. 2. THE GENERAL CONTRACTOR (GC) IS AS DEFINED WITHIN THE CONTRACT DOCUMENTS. 3. CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE SAFETY AND CONSTRUCTION CODES. 4. THE SHORING CONTRACTOR IS DEFINED AS THE ENTITY WHICH INSTALLS THE SUPPORT SYSTEM(S) SHOWN ON AND DESCRIBED WITHIN THE CONTRACT DOCUMENTS. 5. EARTH SUPPORT SYSTEMS, INC. IS NOT A GEOTECHNICAL ENGINEERING CONSULTANT, IT MAKES NO REPRESENTATIONS CONCERNING SOIL CONDITIONS AND IS NOT RESPONSIBLE FOR ANY LIABILITY THAT MAY ARISE OUT OF THE PERFORMANCE OR FAILURE TO PERFORM SOILS INVESTIGATIONS, INSPECTIONS OR TESTING. 6. EARTH SUPPORT SYSTEMS, INC. IS NOT RESPONSIBLE FOR THE MEANS AND METHODS OF THE GENERAL CONTRACTOR OR THE SHORING SUB-CONTRACTOR OR ANY OTHER SUB-CONTRACTORS. 7. THE DESIGN OF THE SOIL NAIL WALL IS BASED ON THE GUIDELINES SET FORTH BY THE FHWA "MANUAL FOR DESIGN & CONSTRUCTION MONITORING OF SOIL NAIL WALLS" & 2016 CBC CODE. 8. GENERAL SITE EXCAVATION SHALL BE COORDINATED WITH THE INSTALLATION OF THE SHORING SYSTEM TO ENSURE SAFE WORKING CONDITIONS AND TO PREVENT THE LOSS OF GROUND AND THE CAVING OF BANKS. 9. PILE DRIVING EQUIPMENT, DRILL EQUIPMENT & CRANES SHALL NOT BE LOCATED WITHIN TEN (10) FEET OF THE SHORING BULKHEAD UNLESS SPECIFICALLY PROVIDED FOR IN THE DESIGN AND SPECIFICALLY SHOWN IN THESE DRAWINGS. 10. ALL SHORING DATA ON THESE SHEETS ARE THE EXCLUSIVE PROPERTY EARTH SUPPORT SYSTEMS INC. AND NO PART OF THESE DRAWINGS SHALL BE COPIED AND/OR USED WITHOUT OUR WRITTEN CONSENT. 11. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE AND REPORT ANY VARIATIONS TO THE SHORING ENGINEER. 12. THE GENERAL CONTRACTOR SHALL COORDINATE SHORING WITH DRAWINGS OF RECORD TO ENSURE PROVISIONS OF POCKETS, BLOCKOUTS, OFFSETS AND ANY OTHER ITEMS THAT MAY BE IN CONFLICT WITH OR AFFECTED BY THE SHORING SYSTEM. 13. ALL INSPECTION SERVICES, MATERIAL TESTING OR NOTIFICATIONS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR OR/AND OWNER. 14. ALL PERMITS (EXCEPT OSHA PERMIT) SHALL BE PROCURED AND PAID FOR BY THE GENERAL CONTRACTOR OR/ AND OWNER. 15. ALL ENCROACHMENT EASEMENTS AND PERMISSIONS SHALL BE PROCURED AND PAID FOR BY THE GENERAL CONTRACTOR OR/AND OWNER. 16. ALL STRUCTURAL DETAILS OR SHAPES SHOWN ARE THOSE UTILIZED FOR DESIGN. ALTERNATE DETAILS, CONNECTIONS, SHAPES AND/OR MATERIALS MAY BE USED SUBJECT TO THE APPROVAL OF THE SHORING ENGINEER AND THE BUILDING OFFICIAL. 17. THE GENERAL CONTRACTOR SHALL PERIODICALLY MONITOR THE FACE OF SHOTCRETE AS THE INSTALLATION PROGRESSESS. THE SURVEY DATA SHALL BE REDUCED, INTERPRETED AND TRANSMITTED TO THE SHORING ENGINEER. 18. IF IN THE OPINION OF THE SHORING ENGINEER, MONITORING DATA INDICATES EXCESSIVE MOVEMENT, ALL SHORING WORK SHALL CEASE UNTIL THE SHORING ENGINEER INVESTIGATES THE SITUATION AND MAKES RECOMMENDATIONS FOR REMEDIATION OR CONTINUING. IN ADDITION, THE SURVEY DATA WILL BE USED BY THE SHORING CONTRACTOR TO MAINTAIN ALIGNMENT OF THE SHORING FACE. PROCEDURE FOR SOIL NAILING 1. LINES AND GRADES ARE TO BE ESTABLISHED BY THE GENERAL CONTRACTOR TO ENSURE PROPER LOCATION OF SOIL NAIL ANCHORS. 2. EXCAVATED FACE SHALL BE TRIMMED UNIFORMLY TO A VERTICAL PLANE (OR AS SHOWN IN PLAN/SECTION) AT BACK FACE OF SHOTCRETE BY CONTRACTOR. START EXCAVATION AND SHOTCRETE IN LIFTS NOT TO EXCEED FIVE (5) FEET OR AS OTHERWISE AUTHORIZED BY THE SHORING ENGINEER. CONTINUE THIS EXCAVATION PROCEDURE UNTIL ANCHOR LEVELS ARE REACHED. 3. THE GENERAL CONTRACTOR SHALL GRADE SAFE WORKING AND DRILLING BENCHES NOT MORE THAN TWO (2) FEET LOWER THAN THE ANCHOR LEVEL. BENCHES SHALL HAVE LENGTHS AND WIDTHS WHICH WILL ALLOW FOR SAFE AND PRODUCTIVE MOVEMENT OF THE ANCHOR DRILLING EQUIPMENT. 4. DRILL ANCHOR HOLES TO THE DEPTHS AND DIAMETERS INDICATED OR AS OTHERWISE AUTHORIZED BY THE SHORING ENGINEER. IF CAVING OCCURS, CASING OR OTHER ALTERNATE DRILLING METHODS MAY BE USED AS AUTHORIZED BY THE SHORING ENGINEER. 5. INSERT THE ANCHOR TENDONS INTO THE DRILLED SHAFTS WHILE TAKING MEASURES TO ENSURE THAT THE TENDONS ARE CENTERED (I.E. BY THE USE OF CENTRALIZING DEVICES OR OTHER MEANS ACCEPTABLE TO THE SHORING ENGINEER) IN THE DRILLED SHAFT. 6. BACKFILL THE ANCHOR LENGTH WITH A CONCRETE GROUT MIX IDENTIFIED IN MATERIALS. 7. AFTER ANCHORS HAVE BEEN PLACED, REINFORCEMENT & SHOTCRETE SHALL BE APPLIED TO THE EXCAVATED FACE. A BEARING PLATE WILL THEN BE PLACED ON THE ANCHOR AND BOLTED DOWN WITH A BEARING NUT. 8. EXCAVATE TO NEXT DRILL BENCH LOCATION AFTER SHOTCRETE HAS CURED FOR TWO (2) DAYS MIN. 9. REPEAT STEPS 1 THROUGH 8 AS APPLICABLE FOR EACH ADDITIONAL LEVEL OF ANCHORS OR UNTIL BOTTOM OF EXCAVATION IS REACHED. 10. APPLY PERMANENT SHOTCRETE FACE PER THE DETAILS HEREIN. MATERIALS (PERMANENT SOIL NAIL WALL) 1. WELDING: ELECTRIC ARC USING ELECTRODES E70-XX PLACED BY QUALIFIED WELDERS. 2. MISCELLANEOUS STEEL: STEEL SHALL CONFORM TO REQUIREMENTS OF ASTM A-36 (36 KSI) OR BETTER. 3. ANCHOR TENDON: PERMANENT NAILS: ANCHOR TENDON SHALL BE DOUBLE CORROSION PROTECTED (DCP) GRADE 75 ASTM A-615 THREADED BAR OR BETTER. SEE CROSS SECTIONS FOR BAR SIZES & LENGTHS. TEMPORARY NAILS: ANCHOR TENDON SHALL BE GRADE 75 ASTM A-615 THREADED BAR OR BETTER. SEE CROSS SECTIONS FOR BAR SIZES & LENGTHS. 4. ANCHOR CONCRETE/GROUT: ANCHOR PLUG FOR SOIL NAILS SHALL BE NEAT PORTLAND CEMENT WITH A MAXIMUM WATER-CEMENT RATIO OF 0.45 BY WEIGHT (TYPE I1/V CEMENT REQUIRED QR 'ii' DIREGIFD RX "Fl IE OEO"FEO l lrllO,'tL EIJOlrJEER). IT MAY CONTAIN AN ADDITIVE TO CONTROL SHRINKAGE, SUCH AS INTRAPLAST-N BY SIKA CORP. AND SHALL HAVE SUFFICIENT STRENGTH TO INSURE LOAD TRANSFER BETWEEN THE THREADED BAR AND SOIL. AT THE SHORING CONTRACTOR'S OPTION, A 4500 PSI CONCRETE @ 28 DAYS COMPRESSIVE STRENGTH MAY BE UTILIZED. (MAX. W/C=0.45 BY WEIGHT) 5. SHOTCRETE: SHOTCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 4500 PSI WITH A MAXIMUM WATER/CEMENT RATIO W/C=0.45; TYPE II/V CEMENT REQUIRED ,-:-_ ~- DIREO"FED oi,c "Fl IE OEO"FEO I IIJ IO,'tl EI IOlrlEER ). PERMANENT SHOTCRETE FACE SHALL BE APPLIED Bf 'A CERTIFIED NOZZLEMAN. SHOTCRETE CONSTRUCTION AND TESTING SHALL COMPLY WITH THE REQUIREMENTS OF THE CBC, CHAPTER 19 FOR ALL PERMANENT FACING. 6. REINFORCING STEEL: REINFORCING STEEL SHALL BE GRADE 60 AND CONFORM TO REQUIREMENTS OF ASTM A615. 7. GEOCOMPOSITE DRAIN: GEOCOMPOSITE DRAINAGE BOARD SHALL BE MIRADRAIN 6000 BY MIRADRI (OR EQUAL). 8. WELDED WIRE FABRIC: STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-185. 9. WELDED STUDS: NELSON STUDS & WELDING PROCEDURE SHALL CONFORM TO THE MANUFACTURER REQUIREMENTS. PROCEDURE FOR SOIL NAIL TESTING 1. PERFORM A MINIMUM OF 2 PREPRODUCTION VERIFICATION TEST NAILS PRIOR TO THE START OF THE NAIL WALL INSTALLATION @ 150% OF THE ALLOWABLE PULL-OUT RESISTANCE IN ACCORDANCE WITH FHWA "GEOTECHNICAL ENGINEERING CIRCULAR No.7." IF BARS FOR VERIFICATION NAILS ARE OVERSIZED ADEQUATELY, THEY MAY BE USED AS PART OF THE PRODUCTION NAILS. 2. PROOF TEST 5% OF TOTAL ANCHORS @ 150% OF ALLOWABLE PULL-OUT RESISTANCE IN ACCORDANCE WITH FHWA "GEOTECHNICAL ENGINEERING CIRCULAR No.7." 3. PERFORMANCE TEST 2 ANCHORS MINIMUM IN EACH DIFFERENT ROCK/SOIL MATERIAL @ 150% OF ALLOWABLE PULL-OUT RESISTANCE IN ACCORDANCE WITH FHWA "GEOTECHNICAL ENGINEERING CIRCULAR No.4." 4. ALLOWABLE PULL OUT RESISTANCE EQUALS: 7.5 PSI (FILL) & 11 PSI (GRANITE ROCK). 5. ALL TESTING TO BE PERFORMED UNDER THE SUPERVISION OF THE GEOTECHNICAL ENGINEER'S REPRESENTATIVE. MONITORING (SOIL NAIL WALL) MONITORING OF THE SURROUNDING GRADE ADJACENT TO THE SHORED EXCAVATION AND EXISTING STRUCTURES SHALL BE PERFORMED AT REGULAR INTERVALS, NOT TO EXCEED FIVE DAYS OR WITH EACH LIFT OF THE EXCAVATION (WHICHEVER IS MORE FREQUENT), TO CONFIRM THAT SETTLEMENTS & LATERAL MOVEMENT AGREE WITH THOSE ESTIMATED. (MAXIMUM ESTIMATED SETTLEMENT & LATERAL MOVEMENT = 1.0 INCH) MONITORING MAY BE PERFORMED WEEKLY IF THE RESULTS OF PERFORMANCE MONITORING INDICATE STABLE CONDITIONS AND THE CONSTRUCTION MANAGER CONCURS THAT MONITORING FREQUENCY CAN BE REDUCED. A BASELINE SURVEY SHALL BE PERFORMED PRIOR TO THE BEGINNING OF CONSTRUCTION. SURVEY MONITORING POINTS SHALL BE PLACED AT SOIL NAIL LEVEL ONE AT APPROXIMATELY 30 FEET ON CENTER HORIZONTALLY. A SECOND SERIES OF MONITORING POINTS SHALL BE PLACED 10 FEET FROM THE FACE OF THE SHORING WALL ON THE ADJACENT GROUND BEHIND THE WALL LOCATION. SPECIAL INSPECTION NOTES -1. NOTICE TO THE APPLICANT/OWNER/OWNER'S AGENT/ARCHITECT OR ENGINEER OF RECORD: - BY USING THE PERMITTED CONSTRUCTION DRAWINGS FOR CONSTRUCTION/INSTALL~'!].;.' THE WORK SPECIFIED HEREIN, YOU AGREE TO COMPLY WITH THE REQUIREMENTS OF CITY OF -' OR SPECIAL INSPECTIONS, STRUCTURAL OBSERVATIONS, CONSTRUCTION MATERIAL TESTING AND OFF-SITE FABRICATION OF BUILDING COMPONENTS, CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS AND, AS REQUIRED BY THE CALIFORNIA CONSTRUCTION CODES. 2. NOTICE TO THE CONTRACTOR/BUILDER/INSTALLER/SUB-CONTRACTOR/OWNER-BUILDER: BY USING THE PERMITTED CONSTRUCTION DRAWINGS FOR CONSTRUCTION/INSTALLATION OF THE WORK SPECIFIED HEREIN, YOU ACKNOWLEDGE AND ARE AWARE OF, THE REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS. YOU AGREE TO COMPLY WITH THE REQUIREMENTS OF CITY OF SAN DIEGO FOR SPECIAL INSPECTIONS, STRUCTURAL OBSERVATIONS, CONSTRUCTION MATERIAL TESTING AND OFF-SITE FABRICATION OF BUILDING COMPONENTS, CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS AND, AS REQUIRED BY THE CALIFORNIA CONSTRUCTION CODES. 3. THE SPECIAL INSPECTOR MUST BE CERTIFIED BY THE CITY OF SAN DIEGO, DEVELOPMENT SERVICES, IN THE CATEGORY OF WORK REQUIRED TO HAVE SPECIAL INSPECTION. 4. THE CONSTRUCTION MATERIALS TESTING LABORATORY MUST BE APPROVED BY THE CITY OF SAN DIEGO, DEVELOPMENT SERVICES, FOR TESTING OF MATERIALS, SYSTEMS, COMPONENTS AND, EQUIPMENT. 5. FABRICATOR MUST BE APPROVED BY THE CITY OF SAN DIEGO, DEVELOPMENT SERVICES FOR THE FABRICATION OF MEMBERS AND ASSEMBLIES ON THE PREMISES OF THE FABRICATOR'S SHOP. 6. FABRICATOR SHALL SUBMIT AN 'APPLICATION TO PERFORM OFF SITE FABRICATION' TO THE INSPECTION SERVICES DIVISION FOR APPROVAL PRIOR TO COMMENCEMENT OF FABRICATION. 7. FABRICATOR SHALL SUBMIT A "CERTIFICATE OF COMPLIANCE FOR OFF-SITIE FABRICATION" TO THE INSPECTION SERVICES DIVISION PRIOR TO ERECTION OF FABRICATED ITEMS AND ASSEMBLIES. 8. THE SPECIAL INSPECTIONS IDENTIFIED ON PLANS ARE IN ADDITION TO, AND NOT A SUBSTITUTE FOR, THOSE INSPECTIONS REQUIRED TO BE PERFORMED BY A CITY'S BUILDING INSPECTOR. 9. A CERTIFICATE OF SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION MUST BE COMPLETED AND SUBMITTED TO THE BUILDING INSPECTOR, OWNER, AND UPON REQUEST, TO THE RESPONSIBLE DESIGN ENGINEER. - \; STATEMENT OF SPECIAL INSPECTIONS VERIFICATION AND INSPECTION A. PERMANENT SHOTCRETE FACE 1. Inspection of reinforcing steel and placemen\. 2. Verifying use of required design mix. 3. Strength tests, sampling & panel criteria 4. Inspection of sho\cre\e placemen\ for proper applico\oin techniques. 5. Inspection of maintenance of specified curing temperature and techniques. 6. At the time fresh concrete is sampled to fabricate specimens for strength tests, perform slump and air content tests, and de\enmine the temperature of the concrete. MPORARY SHOTCRETE FACE pection of reinforcing steel a placemen\. ifying use of required design mix. 3. Verifying strength design mix. CONTINOUS PERIODIC X X X X X X X X X CBC REFERENCE 1913.4 1904.2, 1913.2, 1913.3 1913.10, 1913.10.1, 1913.10.2 1913.10 1913.6, 1913.7, 1913.8 1913.9 1913.10 1913.4 1913.2, 1913.3 VERIFICATION AND INSPECTION (OTHER ITEMS) 1. 2. 1. Observe drilling operations and maintain complete and accurate records for each element. 2. Verify placement locations and plumbness, confirm element diameters, lengths and and embedment. Record concrete/grout values. 3. Verify excavations ore extended to the proper depth. 4. Verify testing & record lock off loads for anchors. X X X X 5. Mul\iposs fillet welds (field welds) X 1704.3.1 ITEMS REnUIRING SPECIAL INSPECTION ~EMENT OF SOIL NAILS 0 PSI SHOTCRETE PLACEMENT OF REINFORCEMENT FIELD WELDING TESTING OF SOIL NAILS DESIGN CRITERIA SOIL DESIGN DATA IS BASED ON THE RECOMMENDATIONS PROVIDED IN THE FOLLOWING GEOTECHNICAL REPORTS: A. UPDATE GEOTECHNICAL REPORT, IONIS LOTS 21 & 22 CARLSBAD OAKS NORTH BUSINESS PARK, CARLSBAD, CALIFORNIA PREPARED BY: GEOCON INC. PROJECT NO. 06442-32-31A DATED: OCTOBER 19, 2021 B. GEOTECHNICAL RECOMMENDATIONS SOIL NAIL RETAINING WALL AND PRELIMINARY CONCRETE PAVER PAVEMENT IONIS PHARMACEUTICALS LOTS 21 & 22, CARLSBAD OAKS NORTH BUSINESS PARK, CARLSBAD, CALIFORNIA PREPARED BY: GEOCON INC. PROJECT NO. 06442-32-31A DATED: JANUARY 18, 2023 DESIGN PARAMETERS: I DESCRIPTION COHESION (PSF) FRICTION ANGLE (degrees) ESTIMATED ULTIMATE BOND STRESS (psi)' COMPACTED FILL 200 30 15 WEATHERED GRANITE ROCK 300 38 35 PEAK GROUND ACCELERATION: kh=0.21 PGA=0.403 (PROBABILITY OF EXCEEDANCE 10% IN A 50 YEAR PERIOD). (PSEUDOSTATIC DESIGN SEISMIC COEFFICIENT, kh=0.21, FHWA EQN 5.20). SOIL DESIGN PARAMETERS USED FOR SOIL NAIL WALL DESIGN ARE BASED IN THE RECOMMENDATIONS CONTAINED IN THE REFERENCED GEOTE,..C~H_N_ICA-L_RE=P_O-RT_S~. ----------, ES4.0