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HomeMy WebLinkAboutB17-0285_XBS-2_1507155420.pdfT/(E) FTG = 8174'-11 1 2"T/(E) FTG = 8171'-4 1 2" T/(E) FTG = 8170'-8 3 4" (E) SOG4 8171'-3 3 4" T/(E) FTG = 8170'-8 3 4" T/(E) FTG = 8173'-11 1 2" 43'-0" 1 2 3 9/10 4 A B C D E E.2 E.3 E.4 F A B C D E E.2 E.3 E.4 F 1 2 3 9/10 4 STEP F2x2 8159'-8" SOG4A 8160'-8" F6x6A 8159'-8" F6x6 8159'-8" F2x2 8159'-8" F4x4 8159'-8" F7x7 8159'-8" T/ FTG = 8159'-8" T/ FTG = 8162'-2" T/FTG = 8159'-8" T/ FTG = 8162'-2" T/ FTG = 8159'-8" T/ FTG = 8159'-8" STEP STEP T/ FTG = 8164'-5" T/ FTG = 8166'-5" T/ FTG = 8164'-5" SOG4A 8167'-5" T/FTG = 8166'-5" T/FTG = 8166'-5" SOG4A 8167'-2" F4x4 8166'-5" T/ FTG = 8164'-8" T/ FTG = 8166'-5" T/(E) FTG = 8168'-0 1 2" 1 11 1 1 11 1 PERMANENT SUPPORTS REQUIRED PRIOR TO EXISTING 2ND LEVEL SLAB DEMO (NOT SHOWN) 1 STEP 8" SLAB (E) TO REMAIN UNIT #8 UNIT #9 UNIT #10 UNIT #11 8177 8168 8169 8170 8167 8166 8165 GORE CREEK DRIVE 8177PROPERTY LINE PROPERTY LINE 63 64 65 58 59 60 61 62 63 64 65 65 64 63 58 59 60 61 63 59 STEP STEP 58 59 60 61 62 63 64 65 70 69 68 67 66 73 72 71 70 73 72 71 70 69 68 64 63 65 64 64 65 66 65 EXISTING CHIMNEY SN 17 SN 24 SN 25 SN 18 SN 19 SN 20 SN 21 SN 22 SN 23 FOOTING ANCHOR RETICULATED MICROPILES VERTICAL MICROPILES #8 GR75 GROUT COLUMNS, SEE ELEVATION VIEW FOR SPACINGS #4 GR60 GROUT COLUMNS @ 2'-6" ON CENTER VERTICAL MICROPILES SHOTCRETE FACE CAP BEAM TOP OF CAP STEP TOP OF CAP STEP RETICULATED MICROPILES MICROPILE CAP (E) SOG 8170'-1 5 8" (E) SOG 8172'-10 7 8" (E) SOG 8170'-1 5 8" (E) SOG 8172'-10 7 8" FTG. STEP FA 1 FA 2 FA 3 FA 4 FA 7FA 6 FA 5TEMPORARY EARTH RETENTION TEMPORARY EARTH RETENTION TEMPORARY EARTH RETENTION TEMPORARY EARTH RETENTION SN 16 SN 15 FOOTING ANCHOR SCHEDULE FOOTING ANCHOR NO. SIZE GRADE TAIL (FT) UNBOND (FT) BOND (FT) TOTAL (FT) 1 - 2 #8 75 1.5 3 17 21.5 3 - 4 #8 75 1.5 3 13 17.5 NOTE: x SEE PLAN VIEW FOR LOCATION x BEARING PLATES ARE 1 2" x 8" x 8" WITH 1.25" CENTERED HOLE x ALL FOOTING ANCHORS SHALL BE EPOXY COATED x 45 DEGREE BATTER ANGLE FOR ALL ANCHORS x MINIMUM DIAMETER OF FOOTING ANCHOR HOLE SHALL BE 5.25 INCHES PROPOSED FOUNDATION WALL EXISTING GRADE LEGEND PROPOSED EXCAVATION GRADE 5196 TEL: 303-791-9911 FAX: 303-791-0967 9512 TITAN PARK CIRCLE LITTLETON, COLORADO 80125 SHT. 2 OF 4 XBS-2 DWG. NO. DWN BY: JHH DWN BY: JHH NOT VALID WITHOUT DATE & ORIGINAL SIGNATURE GRID LINE 8 PLAN VIEW SCALE: 1/4" = 1'-0" PLAN NORTH SOIL NAIL IDENTIFICATION SN 1 5196 JOB NO. : 5568 ISSUED: 08-18-2017 GALVIN RESIDENCE BECK BUILDING COMPANY POST OFFICE BOX 4030 VAIL, COLORADO 81658 (970) 904-1302 10/04/17