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Gateway BP(2.3)-LR001017
GE ENVIRONIflEN' REPORT OF PIER OBSERVATION Gateway One 555 Dividend Coppell, Texas OTECHNICAL AND 'AL CONSULTANTS REPORTED TO: CONTRACTOR: Catellus Devleopment Corporation 4545 Fuller Drive, Suite 105 Irving, Texas 75038 A'I-I'N: Ms. Kathy Treat Hill & Wilkinson, Ltd. REPORT NO. I~: REPORT DAT 10-17-00 REG PROJECTNO. 7227 TECHNICIAN: PAGE: 1 of 2 Date Pier No. (inches) (inches) Bell (feet) 10-10-00 C-1 24 48 20.3 D-1 24 48 20.7 F-1 24 48 20.0 H-1 24 48 20.3 J-1 24 48 20.8 J-11 24 48 20.2 J-11.5 24 66 20.0 J-12 24 66 20.0 J-12.5 24 66 20.2 J-13 24 66 19.6 J-13.5 24 66 20.0 J-14 24 66 19.5 J-14.5 24 66 20.0 J-15 24 66 20.2 J-15.5 24 66 20.0 J-16 24 66 20.4 J-16.5 24 66 20.1 J-17 24 66 20.0 J-17.5 24 66 19.8 A-18 24 48 20.6 B-18 24 48 20.6 C-18 24 48 20.3 E- 18 24 48 20.2 G-18 24 48 20.4 10-11-00 A-11 24 48 20.5 ^-11.5 24 66 20.2 A-12 24 66 20.6 A-12.5 24 66 20.4 A-13 24 66 20.2 ^-13.5 24 66 20.2 A-14 24 66 20.0 G. Green Final Depth of Pier (feet) 20.3 20.8 20.5 20.7 20.9 20.4 20.0 20.0 20.2 20.0 20.3 20.3 20.0 20.3 20.2 204 20.1 20.5 20.3 20.6 20.8 21.0 20.8 20.8 20.7 20.5 20.8 20.4 20.2 20.2 20.0 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FXX [214] 50 0019 REPORT NO. 3 REPORT DATE: 10-17-00 REG PROJECT NO. 7227 PAGE: 2 of 2 Date 10-11-00 I I Pier Diameter IBell Diameter Pier No. (inches) (inches) A-14.5 24 66 A-15 24 66 A- 15.5 24 66 A- 16 24 66 H-18 24 48 J - 18 24 48 D-18 30 84 F-18 30 84 G-1 30 84 E-1 30 84 E-8 30 84 G-8 30 84 F-11 30 84 D-11 30 84 Mail Distribution: Extranet Distribution: (1) Catellus Devleopment Corporation/ Ms. Kathy Treat (1) Omniplan Architects/ Mr. Mike Helling-Hausen (1) Hill & Wilkinson, Ltd./Mr. Jon Wright (1) Hill & Wilkinson, Ltd./ Mr. Joe Schement (1) City of Coppell/Mr. Larry Davis (1) City of Coppell/Mr. Lee Stone (1) Catellus Devleopment Corporation/ Ms. Kathy Treat (1) Omniplan Architects/ Mr. Mike Helling-Hausen Depth Before Bell (feet) 20.5 20.3 20.3 20.2 20.0 20.2 20.2 20.9 20~4 20.3 20.1 21.1 20.9 21.3 Submitted by: REED ENGINE Original Signed By James F. Phipp TB/cg Final Depth of Pier (feet) 20.7 20.3 20.3 20.2 20.5 20.5 22.4 21.5 20.4 20.8 20.2 21.9 20.9 21.6 =RING GROUP, INC. s, P.E.