Tennis Ctr Exp-LR100830Professional Service Industries, Inc.
4087 Shilling Way
Dallas, TX 75237
Texas Firm Registration No. F-03307
Phone: (214) 330-9211
Fax: (214) 333-2853
Report No: FDR:0341284-8
Field Density Report
Issue No: 1
Client:CC:
SCHMOLDT CONSTRUCTIONCARY SCHMOLDT
These test results apply only to the specific locations and materials noted
and may not represent any other locations or elevations. This report may
5797 CR 126, SUITE ACHRIS HOUSE
not be reproduced, except in full, without written permission by
CELINA, 75009GEORGE MARSHAL
Professional Service Industries, Inc.
HILLARY WHITE
JOHN ELIAS
Project:
COPPELL TENNIS CENTERJOHN FIELDER
COPPELL, TX
LARRY DAVIS
Approved Signatory: Ronald Yeoman (Project Manager)
Date of Issue:8/30/2010
Testing Details
Tested By:
Kirk See
Field Methods:
ASTM D 6938
Lab Methods:
ASTM D 698 - 07 (A)
Date Tested:
8/3/2010
Gauge Type:
Troxler
Model Number:Serial Number:
344029509
Test Mode:Standard Count: Density:
Direct Transmission2104
Standard Count: Moisture:
703
Test Results
TestMaterialDepth of TestWet DensityMoistureDry Density RelativeLimit
No(in)(lb/ft³)Content (%)(lb/ft³)
Compaction
(%)
93.1*
1
Lt Brown Sandy Clay6121.88.7112.1
94.8*
2
Lt Brown Sandy Clay6126.010.4114.1
96.1
3
Lt Brown Sandy Clay6130.512.8115.7
96.9
4
Lt Brown Sandy Clay6131.913.1116.6
95.3
5
Lt Brown Sandy Clay6128.912.4114.7
98.7
6
Lt Brown Sandy Clay6133.912.7118.8
96.7
7
Lt Brown Sandy Clay6131.513.0116.4
97.0
8
Lt Brown Sandy Clay6131.612.7116.8
Location and Compaction
TestLocationMDD Soil IDMDD MethodMDD (lb/ft³)OMC (%)
No
General Location:
Tennis Courts 9-12
1
30'E by 40'S of NW Cnr of Pad, Elev: FG-5.5'
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
2
30'W by 30'S of NE Cnr Pad, Elev: FG-5.5'
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
3
RETEST of Test #1 on Same Day, Elev: FG-5.5'
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
4
RETEST of Test #2 on Same Day, Elev: FG-5.5'
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
5
20'W by 110'S of NE Cnr Pad, Elev: FG-5.5'
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
6
25'W by 125'S of NE Cnr Pad, Elev: FG-5.5'
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
7
30'E by 40'N of SW Cnr Pad, Elev: FG-5.5'
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
8
20'W by 60'N of SE Cnr Pad, Elev: FG-5.5'
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
Comments
* = Result does not meet the specification
Page 1 of 1
Form No: 110244.V1.00, Report No: FDR:0341284-8(c) 2000-2009 QESTLab by SpectraQEST.com
Professional Service Industries, Inc.
4087 Shilling Way
Dallas, TX 75237
Texas Firm Registration No. F-03307
Phone: (214) 330-9211
Fax: (214) 333-2853
Report No: FDR:0341284-15
Field Density Report
Issue No: 1
Client:CC:
SCHMOLDT CONSTRUCTIONCARY SCHMOLDT
These test results apply only to the specific locations and materials noted
and may not represent any other locations or elevations. This report may
5797 CR 126, SUITE ACHRIS HOUSE
not be reproduced, except in full, without written permission by
CELINA, 75009GEORGE MARSHAL
Professional Service Industries, Inc.
HILLARY WHITE
JOHN ELIAS
Project:
COPPELL TENNIS CENTERJOHN FIELDER
COPPELL, TX
LARRY DAVIS
Approved Signatory: Ronald Yeoman (Project Manager)
Date of Issue:8/30/2010
Testing Details
Tested By:
Ryan Robley
Field Methods:
ASTM D 6938
Lab Methods:
ASTM D 698 - 07 (A)
Date Tested:
8/13/2010
Gauge Type:
Troxler
Model Number:Serial Number:
343037875
Test Mode:Standard Count: Density:
Direct Transmission2772
Standard Count: Moisture:
736
Test Results
TestMaterialDepth of TestWet DensityMoistureDry Density RelativeLimit
No(in)(lb/ft³)Content (%)(lb/ft³)
Compaction
(%)
97.6
1
Light Brown Clayey Sand6131.513.3116.1
95.2
2
Light Brown Clayey Sand6130.915.6113.2
99.2
3
Light Brown Clayey Sand6132.011.9118.0
100.1
4
Light Brown Clayey Sand6132.711.4119.1
96.8
5
Light Brown Clayey Sand6127.811.0115.1
98.5
6
Light Brown Clayey Sand6131.011.8117.2
97.9
7
Light Brown Clayey Sand6131.112.6116.4
Location and Compaction
TestLocationMDD Soil IDMDD MethodMDD (lb/ft³)OMC (%)
No
General Location:
Courts 9-12
1
240'S, 10'E from NW corner of Court II, ELEV:-2.5
0341284-1-S1ASTM D 698 - 07 (A)119.012.2
2
170'S, 20'E from NWcorner of Court II, ELEV: -2.5
0341284-1-S1ASTM D 698 - 07 (A)119.012.2
3
130'S, 20'E from NW corner of Court II, ELEV: -2.5
0341284-1-S1ASTM D 698 - 07 (A)119.012.2
4
40'S, 20'E from NW corner of Court II, ELEV: -2.5
0341284-1-S1ASTM D 698 - 07 (A)119.012.2
5
60'S, 90'E from NW corner of Court II, ELEV: -2.5
0341284-1-S1ASTM D 698 - 07 (A)119.012.2
6
140'S, 90'E from NW corner of Court II, ELEV: -2.5
0341284-1-S1ASTM D 698 - 07 (A)119.012.2
7
230'S, 70'E from NW corner of Court II, ELEV: -2.5
0341284-1-S1ASTM D 698 - 07 (A)119.012.2
Comments
Page 1 of 1
Form No: 110244.V1.00, Report No: FDR:0341284-15(c) 2000-2009 QESTLab by SpectraQEST.com
Professional Service Industries, Inc.
4087 Shilling Way
Dallas, TX 75237
Texas Firm Registration No. F-03307
Phone: (214) 330-9211
Fax: (214) 333-2853
Report No: FDR:0341284-16
Field Density Report
Issue No: 1
Client:CC:
SCHMOLDT CONSTRUCTIONCARY SCHMOLDT
These test results apply only to the specific locations and materials noted
and may not represent any other locations or elevations. This report may
5797 CR 126, SUITE ACHRIS HOUSE
not be reproduced, except in full, without written permission by
CELINA, 75009GEORGE MARSHAL
Professional Service Industries, Inc.
HILLARY WHITE
JOHN ELIAS
Project:
COPPELL TENNIS CENTERJOHN FIELDER
COPPELL, TX
LARRY DAVIS
Approved Signatory: Ronald Yeoman (Project Manager)
LEE STONE
Date of Issue:8/30/2010
Testing Details
Tested By:
Ronald Yeoman
Field Methods:
ASTM D 6938
Lab Methods:
ASTM D 698 - 07 (A)
Date Tested:
8/16/2010
Gauge Type:
Troxler
Model Number:Serial Number:
344029509
Test Mode:Standard Count: Density:
Direct Transmission2095
Standard Count: Moisture:
699
Test Results
TestMaterialDepth of TestWet DensityMoistureDry Density RelativeLimit
No(in)(lb/ft³)Content (%)(lb/ft³)
Compaction
(%)
98.3
1
Lt Brown Sandy Clay6133.613.0118.2
97.7
2
Lt Brown Sandy Clay6132.813.0117.5
99.9
3
Lt Brown Sandy Clay6135.913.0120.3
95.2
4
Lt Brown Sandy Clay6129.713.2114.6
97.7
5
Lt Brown Sandy Clay6132.512.7117.6
98.8
6
Lt Brown Sandy Clay6133.412.2118.9
98.9
7
Lt Brown Sandy Clay6134.112.7119.0
99.2
8
Lt Brown Sandy Clay6133.111.5119.4
97.7
9
Lt Brown Sandy Clay6132.612.8117.6
96.2
10
Lt Brown Sandy Clay6131.113.2115.8
Location and Compaction
TestLocationMDD Soil IDMDD MethodMDD (lb/ft³)OMC (%)
No
General Location:
Coppell Tennis
1
Ctr. of Court #9, ELEV: FG -2.0
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
2
SW Ctr. of Court #9, ELEV: FG -2.0
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
3
NW Ctr. of Court # 10, ELEV: FG -2.0
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
4
Ctr.. of Court # 10, ELEV: FG -2.0
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
5
Ctr. of Court # 11, ELEV: FG -2.0
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
6
Southside of Court # 11, ELEV: FG -2.0
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
7
NW Ctr of Court # 12, ELEV: FG -2.0
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
8
SE Ctr of Court # 12, ELEV: FG -2.0
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
9
Ctr. of SW Prac Court, ELEV: FG -2.0
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
10
Ctr. of SE Prac. Court, ELEV: FG -2.0
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
Comments
Page 1 of 1
Form No: 110244.V1.00, Report No: FDR:0341284-16(c) 2000-2009 QESTLab by SpectraQEST.com
Professional Service Industries, Inc.
4087 Shilling Way
Dallas, TX 75237
Texas Firm Registration No. F-03307
Phone: (214) 330-9211
Fax: (214) 333-2853
Report No: FDR:0341284-17
Field Density Report
Issue No: 1
Client:CC:
SCHMOLDT CONSTRUCTIONCARY SCHMOLDT
These test results apply only to the specific locations and materials noted
and may not represent any other locations or elevations. This report may
5797 CR 126, SUITE ACHRIS HOUSE
not be reproduced, except in full, without written permission by
CELINA, 75009GEORGE MARSHAL
Professional Service Industries, Inc.
HILLARY WHITE
JOHN ELIAS
Project:
COPPELL TENNIS CENTERJOHN FIELDER
COPPELL, TX
LARRY DAVIS
Approved Signatory: Ronald Yeoman (Project Manager)
LEE STONE
Date of Issue:8/30/2010
Testing Details
Tested By:
Kiley Brown
Field Methods:
ASTM D 6938
Lab Methods:
ASTM D 698 - 07 (A)
Date Tested:
8/17/2010
Gauge Type:
Troxler
Model Number:Serial Number:
343039192
Test Mode:Standard Count: Density:
Direct Transmission2848
Standard Count: Moisture:
672
Test Results
TestMaterialDepth of TestWet DensityMoistureDry Density RelativeLimit
No(in)(lb/ft³)Content (%)(lb/ft³)
Compaction
(%)
95.9
1
Lt Brown Sandy Clay6130.913.4115.4
96.2
2
Lt Brown Sandy Clay6131.113.3115.7
97.6
3
Lt Brown Sandy Clay6131.912.3117.5
97.1
4
Lt Brown Sandy Clay6131.812.8116.8
97.2
5
Lt Brown Sandy Clay6130.911.9117.0
96.4
6
Lt Brown Sandy Clay6131.012.9116.0
97.2
7
Lt Brown Sandy Clay6131.512.4117.0
98.1
8
Lt Brown Sandy Clay6134.213.7118.0
96.5
9
Lt Brown Sandy Clay6130.312.2116.1
97.7
10
Lt Brown Sandy Clay6131.511.8117.6
95.8
11
Lt Brown Sandy Clay6129.812.6115.3
98.3
12
Lt Brown Sandy Clay6134.313.5118.3
Location and Compaction
TestLocationMDD Soil IDMDD MethodMDD (lb/ft³)OMC (%)
No
General Location:
Coppell Tennis Ctr.
1
Ct. 12 NE Corner, ELEV: -1.5
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
2
Ct. 12 SW Corner, ELEV: -1.5
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
3
Ct. 11 NE Corner, ELEV: -1.5
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
4
Ct. 11 SW Corner, ELEV: -1.5
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
5
Ct. 10 NW Corner, ELEV: -1.5
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
6
Ct. 10 SE Corner, ELEV: -1.5
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
7
Ct. 9 NE Corner, ELEV: -1.5
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
8
Ct. 9 SW Corner, ELEV: -1.5
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
Comments
Page 1 of 2
Form No: 110244.V1.00, Report No: FDR:0341284-17(c) 2000-2009 QESTLab by SpectraQEST.com
Professional Service Industries, Inc.
4087 Shilling Way
Dallas, TX 75237
Texas Firm Registration No. F-03307
Phone: (214) 330-9211
Fax: (214) 333-2853
Report No: FDR:0341284-17
Field Density Report
Issue No: 1
Client:CC:
SCHMOLDT CONSTRUCTIONCARY SCHMOLDT
These test results apply only to the specific locations and materials noted
and may not represent any other locations or elevations. This report may
5797 CR 126, SUITE ACHRIS HOUSE
not be reproduced, except in full, without written permission by
CELINA, 75009GEORGE MARSHAL
Professional Service Industries, Inc.
HILLARY WHITE
JOHN ELIAS
Project:
COPPELL TENNIS CENTERJOHN FIELDER
COPPELL, TX
LARRY DAVIS
Approved Signatory: Ronald Yeoman (Project Manager)
LEE STONE
Date of Issue:8/30/2010
Location and Compaction
TestLocationMDD Soil IDMDD MethodMDD (lb/ft³)OMC (%)
No
General Location:
Coppell Tennis Ctr.
9
E Board NW Corner, ELEV: -1.5
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
10
E Board SE Corner, ELEV: -1.5
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
11
W Board NE Corner, ELEV: -1.5
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
12
W Board SW Corner, ELEV: -1.5
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
Comments
Page 2 of 2
Form No: 110244.V1.00, Report No: FDR:0341284-17(c) 2000-2009 QESTLab by SpectraQEST.com
Professional Service Industries, Inc.
4087 Shilling Way
Dallas, TX 75237
Texas Firm Registration No. F-03307
Phone: (214) 330-9211
Fax: (214) 333-2853
Report No: FDR:0341284-19
Field Density Report
Issue No: 1
Client:CC:
SCHMOLDT CONSTRUCTIONCARY SCHMOLDT
These test results apply only to the specific locations and materials noted
and may not represent any other locations or elevations. This report may
5797 CR 126, SUITE ACHRIS HOUSE
not be reproduced, except in full, without written permission by
CELINA, 75009GEORGE MARSHAL
Professional Service Industries, Inc.
HILLARY WHITE
JOHN ELIAS
Project:
COPPELL TENNIS CENTERJOHN FIELDER
COPPELL, TX
LARRY DAVIS
Approved Signatory: Ronald Yeoman (Project Manager)
LEE STONE
Date of Issue:8/30/2010
Testing Details
Tested By:
Ryan Robley
Field Methods:
ASTM D 6938
Lab Methods:
ASTM D 698 - 07 (A)
Date Tested:
8/19/2010
Gauge Type:
Troxler
Model Number:Serial Number:
343037875
Test Mode:Standard Count: Density:
Direct Transmission2782
Standard Count: Moisture:
735
Test Results
TestMaterialDepth of TestWet DensityMoistureDry Density RelativeLimit
No(in)(lb/ft³)Content (%)(lb/ft³)
Compaction
(%)
88.7*
1
Lt Brown Sandy Clay6117.810.4106.7
89.8*
2
Lt Brown Sandy Clay6120.111.1108.1
95.0*
3
Lt Brown Sandy Clay6126.610.8114.3
95.6
4
Lt Brown Sandy Clay6128.111.3115.1
98.5
5
Lt Brown Sandy Clay6132.111.4118.6
95.7
6
Lt Brown Sandy Clay6131.013.8115.1
95.4
7
Lt Brown Sandy Clay6126.410.1114.8
95.6
8
Lt Brown Sandy Clay6127.811.1115.0
95.0
9
Lt Brown Sandy Clay6131.314.8114.4
100.8
10
Lt Brown Sandy Clay6135.111.4121.3
95.6
11
Lt Brown Sandy Clay6131.214.1115.0
97.4
12
Lt Brown Sandy Clay6133.113.6117.2
96.4
13
Lt Brown Sandy Clay6129.711.8116.0
95.8
14
Lt Brown Sandy Clay6128.611.6115.2
95.1
15
Lt Brown Sandy Clay6126.910.9114.4
95.2
16
Lt Brown Sandy Clay6127.311.1114.6
Location and Compaction
TestLocationMDD Soil IDMDD MethodMDD (lb/ft³)OMC (%)
No
General Location:
New Building Addition
1
15'W, 5'N of SW Corner of Existing Bldg., ELEV: -6.0
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
2
7'W, 6'N of SW Corner of Existing Bldg., ELEV: -6.0
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
3
Retest of Test #1, ELEV: -6.0
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
4
Restest of Test #2, ELEV: -6.0
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
Comments
* = Result does not meet the specification
Page 1 of 2
Form No: 110244.V1.00, Report No: FDR:0341284-19(c) 2000-2009 QESTLab by SpectraQEST.com
Professional Service Industries, Inc.
4087 Shilling Way
Dallas, TX 75237
Texas Firm Registration No. F-03307
Phone: (214) 330-9211
Fax: (214) 333-2853
Report No: FDR:0341284-19
Field Density Report
Issue No: 1
Client:CC:
SCHMOLDT CONSTRUCTIONCARY SCHMOLDT
These test results apply only to the specific locations and materials noted
and may not represent any other locations or elevations. This report may
5797 CR 126, SUITE ACHRIS HOUSE
not be reproduced, except in full, without written permission by
CELINA, 75009GEORGE MARSHAL
Professional Service Industries, Inc.
HILLARY WHITE
JOHN ELIAS
Project:
COPPELL TENNIS CENTERJOHN FIELDER
COPPELL, TX
LARRY DAVIS
Approved Signatory: Ronald Yeoman (Project Manager)
LEE STONE
Date of Issue:8/30/2010
Location and Compaction
TestLocationMDD Soil IDMDD MethodMDD (lb/ft³)OMC (%)
No
General Location:
New Building Addition
5
15'W, 12'N of SW Corner of Existing Bldg., ELEV: -5.5
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
6
6'W, 5'N of SW Corner of Existing Bldg., ELEV: -5.5
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
7
15'W of SW Corner of Existing Bldg., ELEV: -5
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
8
3'W, 15'N of SW corner of Existing Bldg., ELEV: -5
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
9
15'W, 8'N of SW Corner of Existing Bldg., ELEV: -4.5
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
10
5'W of SW Corner of Existing Bldg. , ELEV: -4.5
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
11
13'W, 8'N of SW Corner of Existing Bldg., ELEV: -4.0
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
12
ELEV: -4.0
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
13
10'W, 6'N of SW Corner of Existing Bldg., ELEV: -3.5
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
14
6'W, 10'N of SW Corner of Existing Bldg., ELEV: -3.5
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
15
8'W, 15'N of SW Corner of Existing Bldg., ELEV: -3.0
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
16
5'W, 5'N of SW Corner of Existing Bldg., ELEV: -3.0
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
Comments
* = Result does not meet the specification
Page 2 of 2
Form No: 110244.V1.00, Report No: FDR:0341284-19(c) 2000-2009 QESTLab by SpectraQEST.com
Professional Service Industries, Inc.
4087 Shilling Way
Dallas, TX 75237
Texas Firm Registration No. F-03307
Phone: (214) 330-9211
Fax: (214) 333-2853
Report No: FDR:0341284-20
Field Density Report
Issue No: 1
Client:CC:
SCHMOLDT CONSTRUCTIONCARY SCHMOLDT
These test results apply only to the specific locations and materials noted
and may not represent any other locations or elevations. This report may
5797 CR 126, SUITE ACHRIS HOUSE
not be reproduced, except in full, without written permission by
CELINA, 75009GEORGE MARSHAL
Professional Service Industries, Inc.
HILLARY WHITE
JOHN ELIAS
Project:
COPPELL TENNIS CENTERJOHN FIELDER
COPPELL, TX
LARRY DAVIS
Approved Signatory: Ronald Yeoman (Project Manager)
LEE STONE
Date of Issue:8/30/2010
Testing Details
Tested By:
Kevin Graham
Field Methods:
ASTM D 6938
Lab Methods:
ASTM D 698 - 07 (A)
Date Tested:
8/20/2010
Gauge Type:
Troxler
Model Number:Serial Number:
343028352
Test Mode:Standard Count: Density:
Direct Transmission1931
Standard Count: Moisture:
638
Test Results
TestMaterialDepth of TestWet DensityMoistureDry Density RelativeLimit
No(in)(lb/ft³)Content (%)(lb/ft³)
Compaction
(%)
95.1
1
Lt Brown Sandy Clay6130.614.1114.5
97.9
2
Lt Brown Sandy Clay6130.510.8117.8
97.5
3
Lt Brown Sandy Clay6133.113.4117.4
98.4
4
Lt Brown Sandy Clay6133.612.8118.4
97.2
5
Lt Brown Sandy Clay6132.613.4116.9
95.7
6
Lt Brown Sandy Clay6129.612.6115.1
97.2
7
Lt Brown Sandy Clay6133.013.7117.0
97.5
8
Lt Brown Sandy Clay6132.713.1117.3
98.5
9
Lt Brown Sandy Clay6133.212.4118.5
Location and Compaction
TestLocationMDD Soil IDMDD MethodMDD (lb/ft³)OMC (%)
No
General Location:
New Bldg. Addition
1
12'W, 2'N of SW Corner of Existing Bldg., ELEV: -2.5
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
2
4'W, 8'N of SW Corner of Existing Bldg., ELEV: -2.5
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
3
15'W of SW Corner of Existing Bldg., ELEV: FG -2.0
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
4
3'W, 12'N of SW Corner of Existing Bldg., ELEV: FG -2.0
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
5
10'W, 8'N of SW Corner of Existing Bldg., ELEV: FG -1.5
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
6
4'W of SW Corner of Existing Bldg., ELEV: FG -1.5
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
General Location:
Bldg. Pad Addition
7
Ctr. of Bldg. Pad Addition, ELEV: FG -1.0
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
8
Ctr. of Bldg. Pad Addition, ELEV: FG -0.5
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
9
Ctr. of Bldg. Pad Additon, ELEV: FG
0341284-3-S1ASTM D 698 - 07 (A)120.311.4
Comments
Page 1 of 1
Form No: 110244.V1.00, Report No: FDR:0341284-20(c) 2000-2009 QESTLab by SpectraQEST.com