Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
05-2925 (SFD) Report of Observations & Testing During Fine Grading
Sladden Engineering 6782 Stanton Ave., Suite A; Buena Park, CA 90621 (714) 523-0952• Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 October 12, 2003 Project No. 544-2199 03-10-647 ND La Quinta Partners; LLC 5 1 -100 Avenue 53 La Quinta, California 92253 Attention: Mr -Dan Williams Project: The Hideaway La Quinta, California - Subject: Report of Observations and Testing During Fine Grading _ Ref: Geotechnical Investigation Report prepared by Earth Systems Southwest dated April 11, 2001; File No. 081-19-01, Report No. 04-04-716 Report of Testing and Observation During Rough Grading prepared by ESS dated August 28, 2002; File No. 07117-11, Report No. 01-07-718 Gedtechnical Update prepared by Sladden Engineering dated May 13, 2003, Project No. 522-2199, Report No. 03-04-225. Summarized in this report are the results of in-place density tests performed at the subject site during the fine grading of the building pads along with pertinent observations. The subject lots are located within the central portion of the Hideaway project site in the City of La Quinta, " California. Fine grading was performed by Nuevo Engineering using conventional heavy equipment. The previously rough graded building pad areas were watered and the surface was recompacted with heavy equipment. Areas that extend beyond the previously rough graded_ pads were overexcavated to the revised building envelopes. The new pad areas (areas L, M, N, 0, and P) were over excavated as recommended within the initial Geotechnical Engineering report. Soils obtained from the nearby golf course areas and other areas of the Hideaway project site were placed in thin lifts at near optimum moisture content and compacted to at least 90 percent relative compaction. Observations and field .testing was performed from June 6,'2003 "through September 23, • 2003. Testing indicates that a minimum of 90 Percent relative compaction was attained in the areas tested. The passing test results indicate compliance with the project specifications at -the tested locations and depths but are no guarantee or warranty of the contractors work. October 12, 2003 -2' Project No. '522-2199 03-10-647 x. _Field Tests: In-place moisture/density tests were performed using a nuclear density gauge in accordance with test methods ASTM D 2922 and ASTM D 3017. A total of 390 density tests were performed. The approximate test locations are indicated by lot number and general work . areas and test results are summarized on the attached data sheets - laboratory Tests: The moisture -density relationships for the tested materials were +determined in the laboratory in accordance with test method -ASTM D 1557-9.1. Allowable Bearing Pressures: The structural values recommended in the Geotechnical Engineering'Report prepared by Sladden Engineering remain applicable for use in foundation design. Conventional shallow,spread footings should be bottomed into properly compacted fill' material a minimum of 12 inches below lowest adjacent grade. Continuous footings should be at least 12 inches wide and isolated pad footings should be at least 2 feet wide. Continuous footings and isolated pad footings should be designed utilizing allowable bearing pressures of 1800 psf and 2000 psf, respectively. The recommended allowable bearing pressures may be increased by one-third for wind and seismic loading. The bearing soils are non -expansive and fall within, the "very low" expansion, category in accordance with Uniform Building Code (UBC) classification criteria. If there are any questions regarding this reporttor the testing summarized herein, please contact the undersigned. Respectfully submitted SLADDEN ENGINEERING Q?,oFEssioti AN Brett L. Anders, w X5389 Z m. Exp. 9/30/06 j Principal Engineer . Grading/pc :. Copies 4/ND La Quinta Partners, LLC. r i e . x TEST RESULTS PROJCCT NAME: Hideaway PROJECT NO: 522-2199 LOCATION: La Quinta, California REPORT NO: 03-10-647 Test No. Date Tested I Location Elevation i Dry Density I % Moisture Relative I Maximum ' In Place In Place Compaction Density Building Pads Village Club Drive 1 7-30-03 ` Per Plan 2.0 BPG 103.7 5.1 93 112.0 2 7-30-03 Per Plan .3.0 BPG 106.7 4.7 95 112.0 3 i 7-31-03 Per Plan 1.0 BPG 11.1.2 8.2 99 1 12.0. 47-31-03 Per Plan PG 109.4 7.4 - 98 1 12.0 5 7-31-03 I i ' Per Plan PG 111.9 6.8 99 112.0 6 8-07-03 C-3 4.0 BPG 102.2 6.0 91 112.0 7 8-07-03 C-3 3.0 BPG 106.6 6.8 95 112.0 8 . 8-07-03 'C-4 3.0 BPG ---104.4 -= 8.8 93 1 12.0 9 8-07-03 I C-4 2.6 BPG 107.2 8.6 96 112.0 10 8-07-03 C-4 1.0 BPG 103.8 7.7 93 112.0 11 j .8-07-03 C-2 8.0 BPG 104:6 12.0 93 112.0 12 i 8-07-03 C'2 8.0 BPG 102.3 10.9 91 112.0 13 i . 8-07-03 �, C-2 8.0 BPG 103.6 8.5 93 I 112.0 14 8-07703 i C-2 6.0 BPG 102.9 9.7 92 112.0 15 8-07-03 C-2 6.0 BPG 105.3 11.2 94 112.0 16 8-08-03 C-2 6.0 BPG 101.8 7.0 91 112.0- 12.017 17 8-08-03 C-2 5.0 BPG 107.4 12.3 -96 112.0 18 8-08-03 C-3 3.5 BPG 103.2 14.0 92 _ 112.0 19 ( 8-08-03 I C-2 5.0 BPG 100.8 12.4 90 112.0 20 i 8-08-03 i C-2 4.0 BPG 100.7 9.6 90 112.0' 1 21 8-08-03 C-2 4.5 BPG 107.7 I 14.0 96 112.0 e 22 8-08-03 I Lot 17 PG 104.3' I 9.0 93 112:0 23 i 8-08-03 ( Lot 18 PG 107.7 8.8 96 112.0 24 8-11-03 C-2 6.0 BPG 101.0 10.8 I 90 i 112.0 25 8-11=03 I C-2 4.0 BPG 104.9 11.9 I 94 I 112.0 26 i 8-11-03 1 C-2 4.0 BPG I 108.5 i . 9.3 I' 97 112.0 27 8-I1-0^ i C-2 3.5 BPG i 103.2 9.5 92 i 112:0 28 j 8-11-03 I C-2 3.0 EPG ; 10 3. 9 9.8 93 112.0 29 ! 8-11-03 1 Comfort Station 1.0 BPG j 105.8 9.3 I ; 94 1 112.0 30 i 8-11-03 Comfort Station PG 102.8 i 7.3 92 1 112.0 31 8-11-03 C-2 1.5 BPG 102.1 7.8 91, I 112.0 32 8-1 1-03 C-2 2.0 BPG 105.5 9.5 94 112.0 33 8-11-03 C-2 1.5 BPG! 104.7 10.9i 93 1 12.0 34 8-12-03 C 1 4.0 BPG 107.3 9.9 96 , 112,0 35 8-12-03 C-1 4.0 BPG 107.9 14.1 96 112.0 DATE: October 12, 2003 1 Sladde'n' EnQineering PRO•JICT NAME: -Hideaway LOCATION: La Quinta; California Test Nom, - Date Tested Location 56 I .7-30-03 Lot 75 TEST RESULTS PROJECT NO: 522-2199 REPORT NO: 03-10-647 Elevation i Dry Density % Moisture i" , Relative 'I Maximum In Place i In Place I Cmp oaction Density 57 I: 9-10-03 I Building Pads 58 i 9-10-03 I Area L 36 7-08-03 i Lot -82 37 7-08-03 Lot 82 38 7-08-03 Lot 84 .39- 7-08-03 Lot 84 40, 7-08-03 Lot 86 41' ; 7-08-03 _ Lot 86 42 7-29-03 I Lot 85 43 7-29-03 I Lot 86 44 -7-29-03 Lot 86 45 7-29-03 I Lot 88 46 7-29-03 Lot 88 47 ! 7-30-03 - Lot 94 48 7-30-03 ILot 94 49 7-30-03 , Lot 92 50 7-30-03 Lot 92 51 7-30-.03 Lot 80 52 7-30-03 Lot 80 53 7-30-03 Lot 78 54 7-30-03 Lot 78 55 7-30-03 Lot 76 56 I .7-30-03 Lot 75 TEST RESULTS PROJECT NO: 522-2199 REPORT NO: 03-10-647 Elevation i Dry Density % Moisture i" , Relative 'I Maximum In Place i In Place I Cmp oaction Density 57 I: 9-10-03 I Lot 13 58 i 9-10-03 I Lot 13 59 ! 9-10-03 Lot 11:. 60 9-10-03 I Lot 11 61 i 9-10-03 Lot 9 62 9-10-03 Lot 9 63 i 9-10-03 ! Lot 7 64 i 9-10-03 1 Lot 7 65 9-0-03 Lot 5 66 9-10-03 Lot 3 67 ! 9-12-03 iLot 78 68 9-12-03 Lot 79 69 9-12-03 V Lot 80 .70 1 9-12-03 1. Lot 81 DATE: October 12, 2003 • i i 4.0 BPG i 108.1 9.7 ` 97 1.12.0 2.0 BPG 108.3 9.6 97 112.0 4.0 BPG 100.9 8.8 90 112.0 2'.0 BPG 100.4 63 90 112.0 4.0 BPG 103.4 11.3 92 112.0 2.0 BPG 100.5 10.4 90 112.0 2.0 BPG 106.3 6.8 95 112.0 4.0 BPG 107.5 10.3 96 112.0 2.0 BPG -105.4 ---9.0 94 - 1 12.0 4.0 BPG I108.3 5.6 97 112.0 2.0 BPG 103.9 6.9 93 112.0 5.0 BPG 106.6 4.8 95 I 112.0 3.0 BPG 103.2 6.7 I 92 I .112.0 4.0 BPG 111.4 10.2 99 112.0 2.0 BPG 106.1 9.4 . 95 l 112.0 5.0 BPG 107.4 9.6 96 I 1.12:0 3.0 BPG 102.9 7.9 92 112.0 4.0 BPG 110.9 11.2 99 112.0 2.0 BPG 104.0 9.2 93 112.0 4.0 BPG 101.0 7.6 90 112.0 4.0 B"PG 100.4 I 5.7 I 90 112.0 4.0 BPG 111.3 13.9 99 112.0 2.0 BPG 107.6 I 7.9 ' 96 112.0- 4.0 BPG 106.3 11.9 I95 112.0 2.0 BPG 104.2 I 10.7 93 112.0 , 4.0 BPG 105.6 14.4 ! 94 112.0 2.0 BPG j 1.00.9 j 12.7 ` j 90 i 112.0 4.0 BPG 111:2 13.4 99 j 112.0 2.0 BPG 109.9 10.8 98 112.0 2.0 BPG 1 106.4 1 10.1 95 112.0 2.0 BPG 105.0 10.6 94 ! 112.0 PG j 104.9 I ! 8.3 i 94 ! 112.0 PG 104.3 ' 9.0 93 112.0 PG " i .108.9 5.8 97 112.0 PG j 106.8 ( 9.8 95 112.0 2 Sladden En. ineerin, TEST RESULTS PROQECT NAME: Hideaway LOCATION: La Quinta, California Test Nca. ; t Date Tested Location REPORT NO: 03-1.0-647 Elevation I Building Pads Density I % Moisture Area L 71 9-15-03 1 Lot 2 72 9-15=03 Lot 3 73 9-15-03 Lot 4 74 9-15-03 Lot'5 75 9-15-03 Lot 6' 76 9-15-03 I Lot 7 77. i .9-16-03 Lot 1 79 9-16-03 Lot 8 79 9-16-03 Lot 9' 8D ' 9-16-03 Lot 10 81 9-16-03 Lot 11 82 I 9-16-03 Lot 38 83 i 9-16-03 Lot 37 84 1 9-16-03 1 Lot 36 85 i 9-1.6-03 i Lot 35 86 9-16-03 Lot 32 87 9-17-03 Lot 12 , 88 9-17-03 Lot 13 89 9-17-03 Lot 14 90 I 9-17-03 I Lot 15 91 9-17-03 Lot 16 105.3 .11.3 Area N 92 . I 9-17-03 Lot 34 93 9-17-03 ( Lot 3.3 r 94 9-17-03 I Lot 31 95 1 9-17-03 I Lot 30 96 9-17-03 Lot 29 97 i 9-17-03 j Lot 28 . 7.1 97 Area L 98 9-17-03 ! Lot 49 99 1 9-17-03 Lot 49 100 ; 947-03 I Lot 51 101 9-17-03 Lot 51 DATIC: October 12, 2003 ------------ r PROJECT NO: 522-2199 REPORT NO: 03-1.0-647 Elevation I Dry Density I % Moisture Relative Maximum In Place In Place I Compaction Density PG I 103.8 1 7.0 93 ' 1 12.0 PG 111.0 13.2 I 99 112.0 PG 111.4 9.1 I 99 112.0 PG 104.1 11.9- I 93 112.0 PG 105.4 10.5 94 112.0 PG 102.9 6.8 92 I 112.0 PG 110.1 i 9.0 98, 112.0 PG 111.5 6.5 ' 99 112.0 PG 111.0 7.8 -99 112.0 PG 109.1 7.4 7 97- PG PG 111.6 8.6 99 112.0 PG 105.3 .11.3 94 I 112.0 ' PG 111.3 9.0 99 112.0 PG 110.8 9.6 99 112.0 - PG 104.9 6.9 94 i 112.0 PG 108.4 7.1 97 I 112.0 PG108.0 6.9 96 11.2.0 PG I 102.5 9.7 96 112.0 PG. ' 110.1 9.9 I 98 112.0 PG 111.6 7.8 99 112.0`. PG I 11.1.3 10.8 99 112.0 PG � 110.8, 9 .0` 99 112.0 PG I 105.4 6.5 i 94 i 112.0 .PG I 106.4 7.0 95 112.0 PG I 104.2 6.,6 I 93 112.0 PG i 106.8 12.7 95 112.0. PG I 104.0 7.3 i 93 112.0 4.0 BPG 111.3 9.7 i 99 112.0 2.0 BPG 104.9 10.2 94 I 112.0 4.0 BPG ; 109.6 I 8.4 98 112.0 2.0 BPG ; 103.9 ' 7.1 i 93 I 112.0 i r Sladden Engineering PROPJFCT NAME: Hideaway LOCATION: La Quinta, California Test No . ! Date Tested I Location TEST RESULTS PROJECT NO: 522-2199 ' 106.6 I Building Pads 6.0 BPG 106.5 i4.9 Area M 102 6-25-03 Per Plan 103 6-25-03 Per Plan - lan104 110 4i 6-25-03 Per Plan 10.5 ':. 6-26-03 Lot 119 1.0 6-26-03 Lot 119 .6 10-7 ` 6-26-03 Lot 118 108 6-26-03 I Lot 118 109 I 6-26-03 Lot 120 11.0 " 6-26-03 Lot 120 11 1 6-30-03 Lot 114 112 I 6-30-03 Lot 113 113 6-30-03 j Lot 111 114 I 7 -0? -03 I Lot 99 115 ! 7-07-03 I Lot 99 116 7-07-03 Lot 97 117 7-07-03 Lot 97 11 8 7-07-03 Lot 118 119 (' 7-07-03 I Lot 118 120. 7-07-03 Lot 116 121 I 7-07-03 I Lot 116 122 7-08-03 I Lot 121 " 123 7-08-03 Lot 121 124 7-08-03 Lot 120 125 7-08-03 1 Lot 120' 126 7-08-03 Lot 119 127 i 7-08-03 Lot 11'9 128 7-08-03 Lot 1.18 129 I 7-08-03 I Lot 118 130 7-08-03- Lot 116 1-3 7-08-03 Lot 116 132 ! 8-20-03 I Lot 98 133I 8-20-03 ! Lot 100 134 i 8-20-03 ! Lot 96 DATE: October 12, 2003 REPORT NO: 03-10-647 Elevation Dry Density I % Moisture t Relative' I Maximum, In Place i In Place i Compaction Density 6.0 BPG 106.6 I 10.9 I. 95 " 6.0 BPG 106.5 i4.9 95. 6.0 BPG 103.7 5.3 93 7.0 BPG 105.9 5.9 95 5.0 BPG 103.2 11.2 92 7.0 BPG 101.5 i 5.4 90 5.0 BPG 100.7 6.5 90 7.0'BPG 102.0 7.0 91 5.0 BPG 102.8 6.3 92' 6.0 BPG 104.8 10.4 94 4.0 BPG 106.5 1 6.1 95 4.0 BPG 1.08.4 10.4 97 6:0 BPG 106.2 ! 4.0 I 95 4.O BPG 101.8 6.3 91 5.0 BPG 105.3 4.7 94 3.0 BPG 102.7 9.7 92 5.0 BPG 100.9 8.7 90 3.0 BPG 101.2 10.2 .90 6.0 BPG 100.5 8.1 90 4:0 BPG 102.0 I 6.2 91 I 4.0 BPG 102.8 I 15.2 96 2.0 BPG - 110.6 i 7.9 i 99 4.0 BPG 110.0 9.6 i 98 2.0 BPGI 109.1 I 7.2 97 4.0 BPG ! 107.6 A�. 11.4 96 2.0 BPG 100.7. 1 5.8 i' 90 4.0 BPG 109.5 9.5 " 98 2.0 BPG 101.5 6.1 91 4.0 BPG 108.3 6.3 �97 2.0 BPG j 100.9 6.9 90 2.0 BPG 105.2 10.4 92 2.0 BPG 111.0 ! -11.4 99 2.0 BPG I 111.6 I 11.6 99 4 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 11.2.0 112.0 112.0 112.'0 112.0 112.0 112.0 112.0 112.0 1.12..0 112.0 112.0 112.0 112.0 112.0 I 112.0 -112.0 112.0 112.0 112.0 if 112.0 112.0 112.0 112.0 Sladden EneineerinQ TEST RESULTS PROOJCCT NAME: Hideaway PROJECT NO: 522-2199 LOCATION.: La Quinta, California REPORT NO: 0'--1 0-647 Test No _ Date Tested Location Elevation i Dry Density % Moisture Relative Maximum In Place In Place Compaction I Density Building Pads i Area M 135 8-21-03 ! Lot 69 2.0 BPG I 102.9 9.7 92 i 112.0 13 6 j 8-21-03 I Lot 71 2.0 BPG I 105.3 11.8 94 112.0 13-7 8-21-03 Lot 73 2.0 BPG 105.7 12.4 I 94 112.0 .13 8 8-21-03. I Lot 74 2.0 BPG 111.0 11.7 99 112.0 139 i 8-21-03 I Lot 76 2.0 BPG 111.8 11.1 99 112.0 140 ! 8-21-03 Lot 57 2.0 BPG 110.0 11.3 98 112.0 141 8-21-03 i Lot 59 2.0 BPG 110.9 7.2 99 112.0 142: 8-21-03 I Lot 60 2.0 BPG 100.8 I 8.0 I . 90 112.0 143 . 8-21-03 Lot 61 2.0 BPG 103.1 7.6 92 112.0 144 8-21-03 Lot 63 2:0 BPG 104.0 6:9' 93 112.0 145 I 8-29-03 Lot 65 PG 110.7 8.0 99 112.0 146 8-29-03 Lot 64 PG 101.5 10.6 91 112.0 14-7 8-29-03 I Lot 63 PG 105.0 9.7 I 94 112.0 148 8-29-03 Lot 62 PG 111.3 10.2 I "99 112.0 149 8-29-03 I Lot 61 PG 104.6 1.0.9 � 93 112.0 150 9-03-03 Lot 60 PG 103.1 8.1 92 112.0 151 9-03-03 Lot 59 PG 111.4 8.3 95 112.0 152 I 9-03-03 Lot 58 PG 106.8 6.8 X95 112.0 153 9-03-03 Lot 57 PG , 110.5 7.9 I 99 112.0 154 i 9-03-03 I Lot 56 PG I 108.2 7.1 97 112.0 , 155 I 9-04-03 I Lot 55 PG 108.4 6.9 97 1112.0 156 1 9-04-03 j. Lot 54 PG 105.9 11.6 I 95 ; 112.0 157 9-04-03. Lot 53 PG 107.1 9.1 96' 112.0 158 9-04-03 ! Lot 52 PIG' 109.6 7.6 I 98 112.0 Area N i 159 9-09-03 ': Lot 1 3.0 BPG I 103.8 ! 9:6 i 93 112.0 160 ' 9-09-03 ( Lot 4 5.0 BPG 108.7 ' 8.4 97 112.0 I 161 I 9-09-01 Lot_8 4.0 BPG i 111.3. I 11.9 99 . 112.0 i Area K i (. 162 ' 9-09-03 Lot 1 4.0 BPG 1 114.1 5.5 99 1 112.0 Area M 163 I 9-09-03 Lot 75 . 5.0 BPG 105.6 ! 10.5 94 112.0 164 9-09-03 i Lot 77 3.0 BPG 106.3 9.9 95 i . 112.0 165 9-09-03 Lot 79 2.0 BPG 107.5 1 ] . l 96 j 112.0 166 I 9-09-03 I Lot ? 3.0 BPG; 111.1 9.9 99 ':. 112.0 DATE: October 12, 2003 i Vfld f F.naiwvvi i.nn TEST RESULTS PRODJ};CT NAME: Hideaway _.." PROJECT NO: 522-2199 LOCATION: La, Quinta, California, REPORT:NO: 03-10-647 Test Nc> . Date Tested Location Elevation i Dry Density ` % Moisture I Relative I Maximum In Place I In Place Compaction I Density I i Building Pads � 1 Area M i 16-71 9-10-03 I Lot 66 PG j 107.3 I 6.1 I 96 112.0 16 8 . 9-10-03 Lot 67 PG 111.2 6.4 99 112.0 1691 9-10-03 Lot 68 PG 111.7 8.9 99 112.0' 170 9-10-03 Lot 69 PG 106.3 I 6.7 95 112.0 17 1 I 9-10-03 Lot 74 PG 106.6 12.9 95 112.0 172 I 9-10-0-3 Lot 75 PG I 110.9 I 6,8 99 1 12.0 173 i 9-11-03. I. Lot 70 PG, 107.4 8.1 96 112.0 174 9-11-03 Lot"71 PG 108.4 8.3 97 112.0 .. 175. 9-11-03" Lot 72 PG 103.9 - --10.4- 93 112.0 176 9-11-03 Lot 73 PG 105.3 10.6 94 112.0 177 9-11-03 Lot 76 PG 111.6 7.6 99 112.0 178 9-11-03 Lot 77 PG 109.8 11.5 94 112.0 ' Area C I 179 8-19-03 Lot 54 PG 103.1 I 6.2 92 112.0 I 180 8-19-03 19 03 1 Lot 53 PG 109.9 7.2 98 112.0 181 8-19-03 I Lot 52 PG 110.9 I 8.6 99 112.0 11128-19-03 Lot 51 PG 108.4 9'.8 97 112.0 183 8-19-03 Lot 50 PG 108.8 6.7 97 112.0 184 8-19-03 Lot 49 PG 105.3 7.2 94 112.0 185 8-19-03 Lot 48 PG 105.3 7.8 94 112.0 186 8-19-03 Lot 47 PG I 105.0 8.0 94 112.0 187 8-19-03 Lot 46 PG " ! 108.5 10.2 97 112.0 188 I 8-19-03 Lot 45 PG I 107.3 1 9.2 96 ! 112.0 189 8-19-03 Lot 44 PG 106.2 10.0 95 I 112.0 190 8-20-03 Lot 42 PG I 111.2 i . 5:1 99 112.0 191 8-20-03 Lot 41 PG 1 101.7 6:7. 91 ( 112.0 192 8-20-03 I Lot 40 PG I 104.3 I 6.1 93 I 112.0 193 8-20-03 ! Lot 39 PG 107.7 5.7 1 96 112.0 - 194 8-20-03 Lot 38 - PG 1 106.4 7.1 1 95 112.0 195 I 8-20-03 Lot 63 PG 103.3 7.6 92 1110 196 1 8-20-03 Lot 62 PG 102.0 4.4 91 112.0 197 1 8-20-03 i Lot 61 PG i 109.7 6.8 1 98., 112.0 198 8-20-03 Lot 60 PG 1 106.2 1 6.4 95 i 112.0 199 8-20-03 ! Lot, 59 PG 107.5 9.6 96 112.0 200 ; 8-20-03 Lot 58 PG i 108.6 i 8:097 112.0 201 8-20-03 i Lot 56 PG 103.9 7.1 I 93 1 112.0 202 I 8-20-03 ! Lot 55 PG 1 11.3 6.3 99 112.0 DATE: October 12, 2003 6 Sladden Engineering PR© J1CT NAME: Hideaway LOCAPION: La Quinta, California Test No. Date Tested Location j 110.1 PG Building Pads PG ; Area C 2003 1 8-20-03 Lot 55 2D4 1 8-20-03 Lot 43 2D5 ; 8-21-03 Lot 19 206 8-21-03I . Lot 18 2 0 7 8-21-03 Lot 17 208 8-21-03 Lot 16 209 1 8-21-03- Lot 15 210 i 8-21-03 Lot 14 21-1 ; 8-22-03 Lot 20 212 8-22-03 Lot 21 213 I 8-22-03 Lot 22 2141 8-22-03 Lot 23 2158-22-03 Lot 24 2.1161 8-22-03, Lot 25 217 8-22-03 Lot" 26 2.181- 8-22-03 iLot 27 219 I 8-22-03 Lot 28 220 8-22-03 Lot 29 221 j 8-22-03 Lot 30 2221 8-22-03 Lot 31 2.0 BPG I Area N 223) 8-26-03 . Lot 16 224,1 8-26-03 Lot 13 225 " 8=26-03 Lot 8' I 226 I 9-03-03 Lot 21 227 1 _ 9-03-03 Lot 17 228 9-03-03 1 Lot 13 229 9-03-03 ; Lot 11 230 ` 9703-03 Lot 8 231 9-03-03 Lot 26 232 9-03-03 Lot 31 233 .! 9-03-03 ` Lot 35 234 9-03-03 i" Lot 38 235 9-03-03 i i Lot 33 DATI,: October 12, 2003 TEST RESULTS PROJECT NO: 522-2199 REPORT NO: 03 10-647 Elevation Dry Density % Moisture I Relative . I Maximum In Place I In Place I Compaction i Density PG 1 109.6 - PG 1 110.8 PG ' 110.7 j PG i 110.1 PG 103.3 PG ; 105.0 PG ( 111.7 PG 111.4 PG I . 1,05.0 PG 106.4 PG 108.5 PG 106.9 PG 105.4 PG 104.0 PG 108.8 PG 111.3 PG 105.0 'PG 101.7 PG 111.8 PG 107.6 4.0 BPG I 102.6 4.0 BPG 96 101.7 4.0 BPG I 105.7 2.0 BPG I 101.2 2.0 BPG 9.3 I 105.7 2.0 BPG 94 105.3 2.0 BPG I 106.9, 2.0 BPG ! 104.0 4.0 BPG ; 102.4 4.0 BPG i 103.1 4.0 BPG i 106.4 4.0 BPG I 105.6 4.0 BPG':; i 104.3 7 7.8 I ' 98 4.3 99 13.8 99 ' 12.9 98 11.7 92 11.4 94 .. 12.7 I . 99 12.0 99 12.8 94 11.3 95 13.7 97 11.6 95 9.3 94. 8.-1 93 97 9.1 99 11.3 94 10.6 91 9.2 99 8.9 96 9.7 I 92 13.0 91 15.3 94', 8.1 I 90 9.3 I 94, 10.8 94 10.7 95 15.3 93 12.4 91 9.0 i 93 8.9 95 8.4 94 13.4 , . 1 9' 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 I 112.0 '112.0 112.0 112.0 112.0 112.0 I 112.0 112.0 112.0. 112.0 112.0 112.0 - 112.0 112.0 112.0 112.0 112.0 112.0 112.0 Sladrlen En ineerina TEST RESULTS PROJECT NAME: Hideaway PROJECT NO: 522-2199 LOCATION: La Quinta, California REPORT NO: 03-10-647 Test No.. Date Tested I Location Elevation I Dr Density % Moisture I Relative I Maximum I I Placety I In Place I Compaction I Density PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG 8 PG PG. PG PG PG PG PG PG PG PG PG PG PG PG 108.0 107.5 110.1 111.6 111.3 110.8 105.4 106.4 104.2 106.8 104.0 109.7 110.6 111.8 111.3 111.9 109.7 106.4 111.1 111.4 107.5 101.4 108.9 1 103.7 i 108.8 111:8 106.8 106.3 103.8 1 106.5 111.6 111.5 I 109.2 1 111.9 1 107.4 111.3 i 6.9 i 96 Building Pads 96 9.9 Area L 23 61 9-17-03 Lot 12 23 7 9-17-03 Lot 13 23 81 9-17-03 Lot 14 239, 9-17-03 Lot 15 - 240I 9-17-03 Lot 16 " 5.4 Area N 241: 9-17-03 Lot 34 242 ( 9-17-03 Lot 33 243 9-17-03 Lot 31 244 9-17-03 Lot 30 245 9-17-03 Lot 29 246 9-17-03 Lot 28 24'71 9-19-03 I Lot 17 248 9-19-03 I Lot 27 249 9-19-03 Lot 26 250'1 9-19-03 I Lot 25 251. 9-19-03' I Lot 24 252 I 9-19-03 Lot 23 I 253 9-19-03 Lot 22 I 254 I 9-19-03 Lot 21 255,1 9-19-03 I Lot 20 256 I 9-19-03 ; Lot 19 257 9-19-03 Lot 18 I 258 I •I 9-23-03 Lot 6 259 1 9-23-03 Lot 5 260 I 9-23-03 Lot 4 261 I 9-23=03 I Lot 3 262 j 9-23-03 Lot 2 263 ! 9-23-03 Lot 1 264 ` 9-23-03 1 Lot 16 265 9-23-03 I Lot 15 266 9-23-03 ':. Lot 14 267 9-23-03 Lot 13 268 9-23-03 Lot 12 269 9-23-03 ': Lot 11 270 I 9-23-03 i Lot 10 271 9-23-03 I ' Lot 9 DATE: October 12, 2003 PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG 8 PG PG. PG PG PG PG PG PG PG PG PG PG PG PG 108.0 107.5 110.1 111.6 111.3 110.8 105.4 106.4 104.2 106.8 104.0 109.7 110.6 111.8 111.3 111.9 109.7 106.4 111.1 111.4 107.5 101.4 108.9 1 103.7 i 108.8 111:8 106.8 106.3 103.8 1 106.5 111.6 111.5 I 109.2 1 111.9 1 107.4 111.3 i 6.9 i 96 9.7 96 9.9 98 7.8 99 10.8 I 99 9.0 1 99 6.5 I 94 7.0 I . 95 6.6 93 12.7 95 7.3 93 5.4 98 7.4 i 99 9.0 99 6.2 99 6.8 99 6.6 98 5.8 95 7.8 99 4.5 99 4.9 I 96 12.6 91 6.8 I 97 5.5 i 92 4.2 1 97 6.7 I 99 5.1 95 8.7 93 6.0 i 93 5.4 1 95 4.3 99 5.2 I 99 6.2 98 9.4 i 99 11.4 i 96 7.9 1 99 112.0 112.0 112.0 112.0 112.0 112:0 112.0 112.0 112.0 112.0 112.0 112.0. 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0, 112.0 112.0 112.0 112.0 112.0 112.0 112.0 ` 112.0 112.0 112.0 112.0 112.0 112.0 112.0 i Sladden Engineering TEST RESULTS PROJICT NAME: Hideaway PROJECT'NO: 522-2199 LOCATION: La Quinta, California REPORT NO: 03-10-647 Test No. Date Tested Location Elevation I Dry Density I % Moisture I Relative Maximum In Place In Place 1 Compaction Density PG j Building Pads PG ' Area N 272 ;, 9-23-03 Lot 8 273 9-23-03 Lot 7 6.0 BPG I Area O 274 7-15-03 Lot 8' 275-1 7-15-03 Lot 8 276 7-15-03 Lot 10 277 I 7-15-03 Lot 10 278 7-15-03 I Lot 12 279 1 7-15-03 Lot 12 280 7-16-03 Lot 1 281 7-16-03 Lot 1 282 i 7-16-03 Lot 2 283 ; 7-16-03 Lot 2 284,1 7-16-03 , ! Lot 3 285 i 7-16-03 Lot 3 286 7-16-03 i Lot 4 287 7-16-03 Lot 4 2887=16-03 15.6 Lot 7 289 7-16-03 Lot 7 290 7-18-03 Lot 14 291 7-18-03 ; -Lot 14 292 ; 7-18-03 1 Lot 16 293 7-18-03 I Lot 16 294 7-18-03 Lot 18 295 i 7-18-03 Lot 18, 2.0 BPG i 107.3 296 7-24-03 Lot 9 297 7-24-03 i Lot 9 298 I 7-24-03 Lot 11 299 7-24-03 i Lot 11 300 7=24-03 j Lot 13 301 7-24-03 i Lot 14 302 7-24-03 Lot 15 3 03 i 7-24-03 Lot 16 10 4 7-24-03 Lot 16 305 7-24-03 i Lot 17 306 ; 7-24-03 Lot 19 DATE: October 12, 2003 PG j 110.7 PG ' 110.9 6.0 BPG 105.3 I 4.0 BPG 102.0 6.0 BPG I 103.1 4.0 BPG 100.8 6.0 BPG 102.8 4.0 BPG 101.0 5.0 BPG 90 101.6 3.0 BPG I 1.02.8 5.0 BPG 1 104.9 3.0 BPG 1 100.7 5.0 BPG 106.1 3.0 BPG i 101.8 6.0 BPG 104.3 4.0 BPG 100.4 6.0 BPG 92 105.3 4.0 BPG 16..1 I 103.0 5.0 BPG 90 103.4 3.0 BPG 15.6 108.4 6.0 BPG 101.7 4.0 BPG 1.00.4 6.'0 BPG 105.2 4.0 BPG 100.8 4.0 BPG 107.3 2.0 BPG I 103.0 4.0 BPG ; 109.6 2.0 BPG i 107.3 2.0 BPG ! 105.7 2.0. BPG i 109.6 2.0 BPG i 104.4 4.0 BPG 1 .100.6 2.0 BPG 'i 100.4 5.0 BPG 100.9 5.0 BPG + 100.3 9 5.4 99 7.6 I 99 8.0 94 7.9 91 6.8 92 9.3 90 7.8 92 9.2 90 8.1 91 7.8- 92 9.9 90 94 7.2 I 90 7.0 1 95 5.4 1 91 6.7 93 5.4 i 90 7.9 94 8.3 92 7.4 92 12.6 1 97 16..1 I 91 14.1 90 6.3 94 15.6 90 12.3 96 11.7 92 8.4 98 9.1 96 10.4 94 9.6 � 98 9.2 93 18.2 90 17.9 90 1 13.9 1 90 19.2 90 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 .112.0 112.0 112.0 112.0 I 112.0 112.0 i 112.0 t 112.0 112.0 112.0 112.0 112.0 , 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 Sladden Engineering TEST ;SULTS PRC> SECT NAME: Hideaway PROJECT NO: 522-2199 " LOCATION: La Quinta, California REPORT NO: 03-10-647 Test No . I. Date Tested l Location Elevation . Dry Density I % Moisture Relative ` Maximum In Place In'Place i Compaction i _ Density i Building Pads I Area 0 r I 301-7 I 7-28-03 Lot 30 6.0 BPG 104.8 14.6 I 94 11.2.0 3d 8 7-28-03 Lot 28 6.0 BPG 102.6 7.9 I 92 309 7-28-03 Lot 26 6.0 BPG 106.5 18.3 i. 95 112.0. 3 L 0 7-31-03 Lot 30 4.0 BPG 108.0 I 5.0 96 112.0 3L 1 i ; 7-31-03 I Lot 30 2.0 BPG 104.0 7.2 . I 93 . 112.0 3 L 2 7-31-03 Lot 28 5.0 BPG 105.5 13.8 i 94 112.0 313 ; 7-31-03 Lot 28 3.0 BPG 101.7 11.6 = 91 , 112.0 314 i 7=31-03 Lot 26 5.0 BPG 102.7 5.6 92 112.0 31 5 7-31-03 Lot 26 3.0 BPG 100.4 6.0 90 112.0 316 I 7-31-03 Lot 24 4.0 BPG 103.3 16.4 I ' 92 112.0 317 i 7-31-03 Lot 24 2.0 BPG 100.8 11.7 I 90 112.0 318 7-31-03 Lot 22 3.0 BPG 107.7 16.7 I 96 112.0 319 1 ! 7-31-03 I lot 22 1.0 BPG 104.2 14.0 j 93 112.0 320 8-01-03 I Lot 29 3.0 BPG 111.3 14..2 I 99 ! 112:0 321 i 8-01-03 Lot 26 3.0 BPG 109.4: 15.3 98 112.0 322 8-01-03 Lot 23 3.0 BPG 110.2 14.4 98 112.0 " 323 , 8-01-03 I Lot 20 3.0 BPG 108.7 16.4 97 112,0 324 I 8-04-03 Lot 2 2.0 BPG 111.3 11.5 99- 112.0 325 I 8-04-03 Lot 4 1.5 BPG 101.0 14.0 90 112.0 326: 8-04-03 Lot6 2.5 BPG 104.7 12.3 93 112.0 327 8-04-03 Lot 2-.0 BPG 105.3 10.5 94: I. 112.0 328 8-04-03 ` Lot 1 i 3.0 BPG 103.8 11.7 93 I 112.0 329 8-05-03 I Lot 11 PG 105.6 6.0 I 94112.0 330 8-05-03 I Lot 12 PG 100.8 7.3 i 90 i 112.0 331 8-05-03 ':, Lot 13" PG 101.1 9.0 90 112.0 332 ; 8-05-03 Lot 14 PG 1 107.5 j 12.5 96 1 112.0 333 8-05-03 Lot 15 PG 104.8 12.4 1 94 1 112.0 334 8-05-03 Lot 16 PG 102.2 8.7 91 112:0 335 8-05-03 Lot 5 PG 1 102.5 7.3 ! 92 112.0 336 I ; 5-05-03 Lot6 PG i 103.0 9.0 92 112.0 337 ! 8-05-03 ' Lot 7 - PG 102.4 8.9 ; 91 112.0 338. 8-05-03 ! Lot 8 PG i 106.0 10.9 95 112.0 DATE. October 12, 2003. 10 " Sladden Enght'eering PRO dICT NAME: Hideaway LOCATION: La Quinta, California Test No. Date Tested Location TEST RESULTS PROJECT NO: 522-2199 REPORT NO: 03-10-647 Elevation Dry Density I % Moisture ` Relative Maximum I6 Place In Place Compaction Density_ PG i 102.5 Building Pads 92 PG Area 0 33 9 8-06-03 i Lot 9 340 i 8-06-03 Lot 10 341 8-06-03 Lot 4 342 8-06-03 Lot 3 343-! 8-06-03 Lot 2 344 i 8-06-03 Lot 1 345 ' 8-13-03 Lot 25 346 ' 8-13-03 Lot 24 3471 8-13-03 Lot 23 3481 8-13-03 Lot 22 3491 8-13-03 Lot 21 35011 8-13-03 Lot 20 351 8-13-03 Lot 19 3521 8-13-03 Lot 18. 353 8-13-03 Lot 17 354 8-14-03 Lot 26 . 355 8-14-03 Lot 27 356 8-14-03 i Lot 28 i 357 8-15-03 Lot 30 358 ; 8-15-03 Lot 29 359 8-18-03 i Lot 37 360 I 8-18-03 Lot 45 361 8-18-03 Lot 43 362 ! 8-18-03 I Lot 41 363 1 . 8-18-03 Lot 39 107.5 10.6 Area P 364 8-06-03 i Lot 35 365 8-06-03 i Lot 35 366 •: 8-06-03 Lot 34 3 67 8-06-03 Lot 34 368 1_ 8-06-03 ! Lot 36 3 69 8-06-03 ! Lot 36 370 8-06-03 Lot 33 371 ' 8-06-03 - Lot 33 372 i 8-06-03 j Lot 32 373 ' 8-06-03 Lot 31 DATE: October 12, 2003 TEST RESULTS PROJECT NO: 522-2199 REPORT NO: 03-10-647 Elevation Dry Density I % Moisture ` Relative Maximum I6 Place In Place Compaction Density_ PG i 102.5 6.5 92 PG 106.6 7.2 95 PG 104.8 7.3 I 94 PG 104.7 8.8 93 PG 1.07.7 12.4 I . 96 PG 108.2 13.6 { : 97 PG 102.9 9.1 ! 92 PG 105.5 , 8.9 94 PG 103.2 7.9 92 PG 100.4 11.8 95 PG 104.5 9.3 93 PG 102.0 5.2 91 PG 110.9 8.6 I 99 PG 104.1 10.7 93 PG 102.0 6.3 91 1 PG 104.7. 15.7 94 PG 111.4 8.7 I 99 PG 104.5 8.0 93 PG 108.9 9.7 97 PG 104.0 10.2 1 93 3.0 BPG I 107.5 10.6 I 9 3.0 BPG ! . 107.1 10.0 ` 9 3.0 BPG 103.5 9.5 9 3.0 BPG I 102.2 I 10.9 9 3.0 BPG I 110.4 I 14.3 9 I 4.0 BPG I 102.6 I 7.3 9 2.0 BPG i 103.5 i 10.5 9 3.0 BPG j 100.8 12.4 i 9 1.5 BPG 101.5' 13.6 9 3.5 BPG 104.0 14.0 ! 9 2.0 BPG'; 1.01.8 8.8 9 3.5 'BPG 101.6 9.6 1.'5 BPG 103.2 10.0 3.0 BPG ! 102.3 11.5 2.0 BPG 101.3 12.4 9 11 112.0 112.0 .112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 6 112.0 6 j 112.0 3 i 112.0 1 1 112.0 9 I - 112:0 I 2 j 112.0 2 ! 112.0 0 112.0 1 112.0 3 I 112.0 ` 1, i 112.0 91 112.0 92 112.0 91 112.0 0 112.0 ' Sladden Engineering FEST RESULTS PRC�ACT NAME: Hideaway PROJECT NO:'522-2199 i LOCATION: La Quinta, California REPORT NO: 03-10-647 Test No. Date Tested I Location Elevation Dry Density I % Moisture j Relative. Maximum j In Place ; In Place Compaction Density Building Pads Area P 374; 8-27-03 Lot 41 PG 104.2 i 9.0 I 93 112.0 3751 8-27-03 Lot 42 PG i 105.713.9 94 ° 112.0 376 8-27-03 Lot 43 PG 103..0 9.8 I 92 112.0 37"78-27-.03 Lot 44 PG 102.8 . 6.7 92 112.0 37 8 8-27-03 I Lot 45 PG 104.3 8.1 93 112.0 379 8-27-03 I Lot 46 PG 103.9 10.2 0 112.0 , 3901 8-29=03 Lot 39 PG i .106.5 7.5 ! 95 112.0 381 8-29-03 Lot 40 PG 104.3 I 7.9 93 i 112.0 382 8-29-03 Lot 47 PG 102.8 6.4 92 112.0 383 8-29-03 Lot 48 PG 105.5 1 5.4 94 112.0 384 8-29-03 Lot 49 PG I 101.7 6.3 91 112.0 385 8-29-03 Lot 50 PG 103.9 9.3 93 i , 112.0 • 386 8-29-03 Lot 51 PG I 111.2 9.1 I 99 112.0 . 387 8-29-03' Lot 52 PG • I 111.4 12.5 99I 112.0 .. . 388 8-29-03 Lot 53 PG 110.7 11.6 I 99 I 112.0 389 8-29-03 i Lot 54 PG i 104.9 6.2 1 94 112.0 390 8-29-03 Lot 55 PG 102.8 5.6 92 I 1.12.0 BPG - Below Pad Grade i PG Pad Grade i i I DATE: October 12, 2003 12 i i Sladden Engineering