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HomeMy WebLinkAboutB15-0041_XBS-3_1470342600.pdfTURNLINE TURNLINE TURNLINE TURNLINE TURNLINE TURNLINE TURNLINE TURNLINE TURNLINE TURNLINE TURNLINE TURNLINE 8282 8280 8278 8276 8274 8272 8270 8268 8266 8264 8262 8260 8258 8256 8254 8252 8250 8248 8246 8244 8242 8240 8238 8282 8280 8278 8276 8274 8272 8270 8268 8266 8264 8262 8260 8258 8256 8254 8252 8250 8248 8246 8244 8242 8240 8238 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 3'-0" 5'-5" 5'-5" 5'-5" 5'-5" 5'-5" 5'-5" 5'-5" 5'-5" 3'-0" 3'-0" 3'-1"2'-1"2'-1"3'-0" 5'-8" 5'-8" 5'-8" 5'-8" 5'-8" 5'-8" 5'-8" 3'-0" 3'-0" 4'-3" 4'-3" 4'-3" 3'-0" 3'-1" 3'-1"2'-11"2'-11"3'-0"3'-4"3'-0" 3'-0" 5'-5" 5'-5" 5'-5" 5'-5" 5'-5" 5'-5" 5'-5" 3'-0" 3'-0" 5'-3" 5'-3" 5'-3" 5'-3" 5'-3" 5'-3" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 4'-7" 4'-7" 5'-7" 5'-10" 5'-10" 5'-10" 5'-10" 5'-10" 5'-10" 5'-10" 5'-10" 27 3'-4" BOTTOM OF EXCAVATION EXISTING GRADE TOP OF COMPETENT BEDROCK LOCATION (ASSUMED, OWNERS ENGR TO CONFIRM) TOP OF WEATHERED BEDROCK LOCATION (ASSUMED, OWNERS ENGR TO CONFIRM) PROPOSED FINAL GRADE 4" SHOTCRETE (TEMPORARY SHORING) 4" SHOTCRETE (TEMPORARY SHORING) 4" SHOTCRETE (TEMPORARY SHORING) 8" SHOTCRETE (PERMANENT SHORING) 52.1 48.3 51.9 51.3 54.3 54.9 57.9 48.0 48.0 51.7 55.5 52.3 56.6 53.4 54.8 56.0 56.0 56.4 56.5 56.8 56.9 57.1 56.3 59.2 61.4 61.5 61.8 61.9 62.1 57.8 60.8 59.5 63.0 59.5 63.0 65.4 64.8 64.0 64.5 64.7 57.4 57.6 57.7 57.9 58.3 59.3 59.8 60.0 60.0 60.0 60.0 60.0 62.4 62.6 62.7 62.9 63.5 64.3 64.8 65.0 65.0 65.0 65.0 65.0 67.3 67.0 67.0 67.0 66.6 66.0 60.0 60.0 60.0 61.0 61.0 60.2 65.0 65.0 65.0 65.0 65.0 65.2 70.9 68.3 61.1 66.1 70.3 71.5 62.7 67.7 67.0 62.0 74.0 69.1 64.9 65.7 66.0 66.0 66.0 66.0 65.9 70.7 71.0 71.0 71.0 71.0 68.9 71.9 74.0 74.0 74.0 75.0 75.0 75.0 75.0 75.0 73.4 71.8 72.5 69.9 63.4 64.1 68.4 65.4 64.9 64.4 67.0 67.0 67.0 65.8 67.9 70.9 67.4 70.4 70.0 70.0 69.0 68.4 71.4 57.5 53.7 53.0 55.3 56.0 59.0 57.2 60.7 62.3 63.2 60.2 63.9 65.5 CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO SHORING INSTALLATION. UTILITIES LOCATED BELOW PERMANENT SOIL NAILS ARE TO BE ABANDONED IN PLACE. WALL TO BE SAW CUT (BY OTHERS) PRIOR TO TEMP SHORING REMOVAL (BY OTHERS) 309'-6" TEMPORARY SHORING 49'-5" TEMPORARY SHORING ABOVE, PERMANENT SHORING BELOW 180'-9" TEMPORARY SHORING 79'-4" BOTTOM OF SOIL NAIL WALL SOIL NAIL TYP. (SEE SCHEDULE) 3 3 A 3 3 F VT#1 VT#2 VT#6 VT#8 VT#5 VT#4 VT#3 VT#7 ELEVATION VIEW 1" = 10'-0" SOIL NAIL SCHEDULE SOIL NAIL COLUMN FIRST ROW SECOND ROW THIRD ROW FOURTH ROW FIFTH ROW BAR SIZE 1 10 #8 2 10 10 10 #8 3 - 4 15 15 10 #8 5 - 9 15 15 15 #8 10 - 14 20 #8 10 - 14 20 20 #8 EP 15 - 20 25 #8 15 - 20 25 20 #9 EP 21 - 22 25 20 #9 EP 23 - 31 25 25 #9 EP 32 - 33 25 #8 32 - 33 25 25 #9 EP 34 - 37 25 25 #8 34 - 37 25 25 #9 EP 38 - 43 25 #8 38 - 43 25 25 #9 EP 44 - 47 15 15 15 #8 48 - 50 15 15 #8 51 15 #8 52 - 54 15 15 #8 55 15 15 10 #8 56 10 10 10 #8 57 10 #8 NOTE: x SEE ELEVATION VIEW FOR SOIL NAIL ELEVATION x BEARING PLATE ARE 1 2" x 8" x 8" x ALL SOIL NAILS SHALL BE GRADE 75 BAR. EP DENOTES EPOXY COATED BAR x 15 DEGREE DIP ANGLE FOR ALL NAILS x MINIMUM DIAMETER OF SOIL NAIL SHAFT SHALL BE 5.25 INCHES SHOTCRETE FACING 8 IN. SHOTCRETE FACING BOTTOM OF WALL MAX 5'-0" VERTICAL SPACING TOP OF WALL MAX 6'-0" HORIZONTAL SPACING DETAIL NAIL HEAD AND TENDON PROVIDE MINIMUM 3 INCHES OF COVER BETWEEN PLATE AND EARTH!!! WALERS IN FRONT OF PLATE - (2) #5 BAR CONTINUOUS, MAX 0'-6" OC OVER BEARING PLATE AND NUT PROVIDE 3 INCHES OF COVER BOTTOM OF EXCAVATION SEE DETAIL D-3/3 PROVIDE MINIMUM 3 INCHES OF COVER BETWEEN PLATE AND EARTH!!! VERTICAL BARS - (2) #4 BAR 2'-6" LENGTH, MAX 0'-6" OC 8" x 8" x 1/2" STEEL PLATE SHOTCRETE MIN 4000 PSI STEEL MESH REINFORCING WALERS IN FRONT OF PLATE STD. BAR MFG. NUT VERTICAL BARS CENTRALIZERS, TYPICAL SEE DETAIL C-3/3 SHOTCRETE STEEL PLATE VARIES (SEE SCHEDULE) VARIES (SEE SCHEDULE) VARIES (SEE SCHEDULE) 4x4-W4.0xW4.0 STEEL MESH REINFORCING STD. BAR MFG. NUT DRAINAGE BOARD, MIRAFI 6000 OR EQUIVALENT GROUT SECTION SOIL NAIL EXCAVATION 1" NOT TO SCALE DETAIL BEARING PLATE 3 B 3 NOT TO SCALE NOT TO SCALE DETAIL FACING NOT TO SCALE STEEL PLATE STEEL MESH REINFORCING OVERLAP MIN. 0'-8" VERTICAL BARS DRAINAGE BOARD, MIRAFI 6000 OR EQUIVALENT LOCATED BEYOND EXTEND DRAINAGE BOARD MINIMUM 2 FEET FROM BOTTOM OF WALL. CONNECTION TO SUBSURFACE PERIMETER DRAIN BY OTHERS. GROUT SOIL NAIL SEE SCHEDULE FOR SIZE AND TYPE VARIES (SEE SCHEDULE) CENTRALIZERS, TYPICAL EVERY 10 FT ON CENTER START 3 FT FROM BOTTOM CONTINUOUS WALERS SPLICE IN CENTER OF ROWS PROVIDE 2 FT OVERLAP CONTINUOUS WALERS IN FRONT OF PLATE HOLE IN CENTER 1.25 IN. DIA. 8" x 8" x 1/2" STEEL PLATE EXTEND DRAINAGE BOARD MINIMUM 2 FEET FROM BOTTOM OF WALL. CONNECTION TO SUBSURFACE PERIMETER DRAIN BY OTHERS. STUD SIZE 5/8 ‘ 6+$)7 6" IN LENGTH 0.312" HEAD THICKNESS  ‘ +($' A 3 3 CENTRALIZERS, TYPICAL B 3 3 C 3 3 D 3 3 SHOTCRETE FACING MAX 5'-0" VERTICAL SPACING MAX 3'-0" FROM BOTTOM OF WALL MAX 6'-0" HORIZONTAL SPACING SHOTCRETE FACING CENTRALIZERS, TYPICAL DETAIL NAIL HEAD AND TENDON EVERY 10'-0" OC START 3'-0" FROM BOTTOM VERTICAL BARS - (2) #4 BAR 2'-6" LENGTH, MAX 0'-6" OC THICKEN SHOTCRETE TO MATCH PLATE ANGLE SHOTCRETE MIN 4000 PSI 8"x8"x1/2" STD. BAR MFG. NUT STEEL PLATE WALERS BEHIND PLATE - (2) #5 BAR CONTINUOUS, GROUT MAX 0'-6" OC SOIL NAIL SEE SCHEDULE FOR SIZE AND TYPE VARIES (SEE SCHEDULE) 4x4-W4.0xW4.0 STEEL MESH REINFORCING SOIL NAIL SEE SCHEDULE FOR SIZE AND TYPE DETAIL FACING SECTION TEMPORARY SOIL NAIL BOTTOM OF EXCAVATION CENTRALIZERS, TYPICAL STEEL PLATE SHOTCRETE TO MATCH PLATE ANGLE SEE DETAIL H-3/3 THICKEN SHOTCRETE STEEL PLATE VARIES VARIES NOT TO SCALE STEEL MESH REINFORCING OVERLAP MIN. 0'-8" CENTER OF ROWS PROVIDE 2'-6" OVERLAP CONTINUOUS WALERS SPLICE IN OR EQUIVALENT LOCATED BEYOND, IF NEEDED DRAINAGE BOARD, MIRAFI 6000 STD. BAR MFG. NUT VERTICAL BARS 3 G 3 STEEL MESH REINFORCING WALERS BEHIND PLATE VARIES DRAINAGE BOARD, 16" WIDE, IF NEEDED CONTINUOUS WALERS VERTICAL BARS NOT TO SCALE NOT TO SCALE NOTE: ONLY THREE ROWS OF SOIL NAILS SHOWN FOR CLARITY. ADDITIONAL ROWS TYPICAL. 3 G 3 3 F 3 3 H 3 TEL: 303-791-9911 FAX: 303-791-0967 9512 TITAN PARK CIRCLE LITTLETON, COLORADO 80125 JOB NO. : 5520 SHT. 3 OF 3 XBS-3 DWG. NO. DWN BY: EBW CKD BY: JVW ISSUED: 11-10-2014 103 ROCKLEDGE ROAD - VAIL COLORADO SHAEFFER HYDE CONSTRUCTION 41011 HIGHWAY 6 AVON, COLORADO 81620 PH: 970.790.1526 08/04/16