3322 BROADWAY 2023 COMPASS HEALTH Plans 2025-09-26

GROUND SURFACE ---------- c 30 PCF BOTTOM PILE " 1 " DESIGN TOP ELEV ELEV LENGTH MIN DRILL HOLE PILE# SCHEDULE PILE SIZE (FT) (FT) (FT) DIA(FT) kDBM Contractors, Inc. 1220 S256th Street W1 B W1605 101.00 76.92 24.08 2 2' Federal Way, WA 98003 400 PCF - - 1402 W2 B W16x45 101.00 76.92 24.08 2 P: 253.8 0 1 � F: 253.874.74.6574574 W3 B W16x45 100.50 76.92 23.58 2 L THESE DRAWINGS AND PERTINENT CALCULATIONS ARE PROPRIETARY TO DBM W4 C W16x36 99.50 79.42 20.08 2 CONTRACTORS,INC.THEY MAY NOT BE COPIED, 100 PSf REPRODUCED,DR USED WITHOUT DBM'S EXPLICIT WRITTEN PERMISSION.THE N1 C W1666 99.00 79.42 19.58 2 1 CONSTRUCTION OF THIS SYSTEM UTILIZING THE DRAWINGS SHALL BE BY DBM CONTRACTORS. NET ALLOWABLE INC.,OR ITS DESIGNATED SUBCONTRACTORS OR N2 C W1606 98.50 79.42 19.08 2 PASSIVE PRESSURE ACTIVE EARTH CONSTRUCTION SUPPLIERS ONLY. N3 A W21x68 98.00 68.50 29.50 2.5 PRESSURE SURCHARGE PRESSURE PROJECT N4 A W21x68 97.00 66.50 30.50 2.5 5 A W21x68 96.50 66.50 30.00 2.5 COMPASS HEALTH N LEGEND: NOTES: N6 A W21x68 95.50 66.50 29.00 2.5 1. APPARENT EARTH PRESSURE AND TRAFFIC SURCHARGE PRESSURE ACT OVER THE PILE BROADWAY BLOCK H = HEIGHT OF EXCAVATION, FEET SPACING ABOVE THE BASE OF EXCAVATION N7 A W21x68 95.00 66.50 28.50 2.5 2. PASSIVE EARTH PRESSURE ACTS OVER 2.0 TIMES THE CONCRETED DIAMETER OF THE P H 2 D= VERTICAL EMBEDMENT DEPTH, FEET SOLDIER PILE, OR THE SOLDIER PILE SPACING, WHICHEVER IS LESS N8 B W16x45 94.00 69.00 25.00 2 3. ACTIVE PRESSURES ASSUME SHORING IS FULLY DRAINED AND HYDROSTATIC PRESSURES = DESIGN GROUNDWATER ELEVATION FOR ARE NOT ALLOWED TO DEVELOP BEHIND THE SHORING WALL SHEET TITLE N9 B W16x45 93.00 69.00 24.00 2 DRAINED WALLS/PASSIVE RESISTANCE DESIGN SCHEDULE N10 B W16x45 92.50 69.00 23.50 2 N11 C W16x36 91.50 70.00 21.50 2 N12 C W1606 90.50 70.00 20.50 2 N13 C W16x36 89.50 70.00 19.50 2 REV DATE 0 09 08 2023 N14 D W1200 89.00 72.75 16.25 2 N15 D W12x30 88.00 72.75 15.25 2 SCALE DRAWN BY I CHECKED TRK PG STAMP 0+o 09-08-2023 SHEET NUMBER 6.0