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06-0348 (SFD) Report of Observation and Testing During Grading, e , 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 August 1'), 2003 Project No. 544-2199 03-07-456 ND La Quinta Partners, LLC 5 1 -100 Avenue 53 . La Quinta, California 92253 Attention: Mr. Dan Williams Project: The Hideaway -Tract 29894-2 Phase I B La Quinta, California . Subject: Report of Observations and Testing During FineGrading Ref: Geotechnical Investigation Report prepared by Earth Systems Southwest dated April 11, 2001; File No. 08119-01, 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 Geotechnical Update prepared .by Sladden Engineering "dated May 13, 2003, Project No. 522-2) 90, 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 southern portion of the -Hideaway' project site in the City of La Quinta, California. Fine grading was performed by Nuevo Engineering using conventional heavy equipiiient. The previously rough graded buildingpad areas were watered and the surface was recompacted with heavy equipment. In fill areas, soils obtained from the cut areas of the project site were placed in thin .lifts at near optimum moisture content and compacted to at least 90 Percent relative compaction. Some additional overexcavation was performed on various lots that were reconfigured to include areas beyond the previous overexcavation limits. The fine grading was performed as recommended in the referenced 'Geotechnical Update Report prepared by Sladden Engineering. Observations and field testing was performed' from June 2, 2003 to August 1, 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. ; 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 292 density tests were performed. The approximate test locations are indicated on the attached plan and test results are summarized on the attached data sheets. T August 13, 2003 Project No. 522-2199 03-07-456 Laboratory Tests: The moisture -density relationships for the tested materials were determined in the laboratory, in accordance with test method ASTM D 1557-91. Allowable Bearing Pressures: The structural values recommended in the Geotechnical Engineerin'a 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 mininunn 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 1 800 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, report or the testing summarized herein, please contact the undersigned. Respectfully submitted ` SLADDEN ENGINEERING QF°FESS/pN i q ANpF9s���c .. 2 Z V ` Co m Brett L. Anders n ' r" Principal Engineer , No. c k Exp.9/30/06 ST CIV11�• ���� '.' Grading/pc grFOF cwF° Copies 4/ND La Quinta Partners, LLC PROJECT NAME: Hideaway -Phase 1B LOCATION: La Quinta. California TEST RESULTS PROJECT NO: 522-2199 REPORT NO: 03-07-456 Test No. Date Tested Location Elevation Dry Density % Moisture Relative Ivlaxinnmi In Place In Place Compaction Density Building Pads 1 6-02-03, Lot 225/226 3.O BPG : 100.7 10.1 90 1 12.0 6-02-03 Lot 225/226 3.0 BPG 100.4 10.2 90 112.0 3 :6-02-03) m Lot 214 PG 100.8 11.0 90 112.0 4 ; 6-02-03 Lot 214 PG 101.1 10.9 90 112.0 5 6-02-03 Lot 225/226 PG 102:8 11.0 1 92 112.0 6 6-02-0 Lot 225/226 PG i ..105.194 94 112.0 7 6-02-03 Lot 133 2.0 BPG 101.8 9.7 91 112.0 8 6-02-03 Lot 135 2.0 BPG "i 100.5 10.1 90 112.0 9 6-02-03 Lot 137 2.0 BPG 103.1 10.4 i 92 112.0 10 ! 6-02-03 Lot 147 2.0 BPG ; 102'.0 9.3 91 112.0 11 6-03-03 Lot 142 2.0 BPG 100:9 .. 9.6 91 112.0 12 ' 6-03-03 Lot 143 2.0 BPG 100.4i 10.7 90 112.0 13 6-03-03 Lot 145 2.0 BPG : 101.8 15.3 ! 91 1 112.0 14 : 6-04-03 ! Lot 152 4.0 BPG,I; 89.6 12.5 80* 112.0 15 6-05-03 Lot 1n)6 PG 102.9 11.7 I 92 112.0 16 6-05-03 Lot 137 PG 101.1 5.0 90 112.0 17 6-05-03 ; Lot 138 PG I 103.8 I 5.4 93 112.0 18 :16-05-03 ! Lot 139PG 104.6 5.8 93 112.0 19 6-05-03 Lot 141 PG ; 109.1 6.9 97 112.0 20 ! 6-05-03 ` Lot 142 PG 101:2 i 8.1 90 ; 112.0 21 6-05-03 Lot 143 PG 111.9 i 8.7 99 112.0 22 6-05-03 Lot 144 PG j 107.9 7.4 96 112.0 23 ; 6 -OS -03 Lot 145 PG 109.4 11.1 98 112.0 24 6-05,-03 Lot 146 PG 111:3 12.0 99 112.0 25 ' 6-05-03 Lot 147 PG 102.8 i 11.4 92 112.0 26 i 6-05-03 Lot 148 PG 100.6 ' 9.3 90 i 112.0 27 6-06-03 Lot 149 PG 103.2 15.6 92 112.0 28 6-06-03 Lot 150 - PG 108.9 6.9 97 112.0 29 6-06-03 Lot 135 PG 100.813.7 90 112.0 30 6-06-03 Lot 134 PG 101.7 8.7 91 112.0 31 6-06=03 Lot 133 PG 100.5 9.8 90 112.0 32 : 6-06-03 Lot 132 PG' 101.6 5.7 91 112.0 33 6-06-03 Lot 131 PG 100.4 5.9 90 i 112.0 DATE: August 13. 2003 Slrrcklen Engineering Sla(lden Engilieerhq TEST RESULTS. PROTECT NAME: Hideaway-Phase I PROJECT NO: 522-2199 LOC..kTTON: La Quinta. California REPORT NO: 03-07-456 Test No" Date Tested Location Elevation Dry Density' % Moisture ; Relative Maximum In Place In Place Compaction Density Building Pads 34 6-06-03 Lot 130 PG 1'08.0 8.6 96 112.0 35 6-06-03 Lot 1.29 PG 109.6 7.8 .98 112.0 36 6-06-03 Lot 128 PG 1"02.9 9.4 92 112.0 37 6-06-03 Lot 127 PG 101.0 9.4 90 '112.0 38 6 06-03 Lot 126 PG 111.3 112 99 112:0 39 6-06-03 i Lot 125 PG 102.9 7.8 92 ' 112.0 40 6-09-03 Retest 414107.6 i 11.0 96 ? 112.0 41 6-09-03 Lot 152 2.0 BPG 105.1 9.7 94 112.0 42 . ; 6-09-03 Lot 124/123 - 4.0 BPG ; 109.0' i 10.4. 97 112.0 43 . 6-09-03 Lot 124/123 2.0 -BPG 108.6 11.3 97 I 112.0 44 6-10-03 Lot 229 5.0 BPG 100:4 13:2 90 112.0 45 :6-10-03 Lot 151 PG 111.5 9.8 99 j 112.0 46 6-10-03 Lot 152 PG 108.1 ! 8.4 ' 97 i 112.0 47' 6-10-03 Lot 153PG 111.2 4.9 99 112.0 48 6-10-03 Lot 154 PG 108.8 4.6 97 112.0 49 6-10=03 Lot 124PG 102.2 5.0 ' 91 112.0 50 6-11-03 Lot 106 4.0 BPG 101.4 "; 6.6 91. 112.0 51 : 6-11-03 Lot 106 5.0 BPG 101.6 6.7 91 i 112.0 52 16-11-03 Lot 106 2:0 BPG 106.3 7.2 95 112.0 53 ! 6-11-03 Lot 106 2.0 BPG 101.8 13.8 I 91 I 112.0 54 6-11-03 j Lot 106. PG. 103:1 10.7 I 92 112.0 55 ; 6-11-03 a Lot 106 PG 1006 j 9.8 90 112.0 56 6-12-03 Lot 106 10.0 BPG 103.7 10:6 1 93 112.0 57 6-12-03 Lot 106 10.0 BPG. 102.1 5.3 1 91 112.0 58 6-12-03 Lot 105 10.0 BPG 106:4 ; 8.2 95 112.0 59 6.12-03 Lot 117 PG 102.0 6.4 91 112.0 60 6-12-03 Lot 118 PG 103.9" 5.2 93 112.0 61 6-12-03 Lot 119 PG 103.9 7.7 93 112.0 62 6-12-03 Lot 120 PG , 96.4 7.0 86 112.0 63 6-12-03 Lot 121 PG 10 3. 0 5.6 92 112.0 64 6-12-03 Lot 122 PG 101.6: _ 6.4 91 112.0 65 6-12-03 Lot 218 PG 100.9 14.2 90 .112.0 66 6-12-03 Lot 217 - PG 111.6 10.3 " 99 112.0 DATE: August 13, 2003 Sla(lden Engilieerhq s TEST RESULTS T PROJECT 1\AME: Hideaway -Phase IB PROJECT NO: 522-2199 LOCATION: La Quinta, CaliforniaREPORT NO: 03-07-4-6 Test No. Date Tested Location Elevation Dry Density % Moisture Relative Maximum In Place In Place Compaction Density Building Pads 67 6-12-03 Lot 216 PG 104.0 13.7 93 112.0 68 6-12-03 Lot 215 PG 111.0 7.7 99 112.0 69 :6-13-03 Lot 104 10.0 BPG 109.6 j 7.9 98 112.0 70 ° 6-13-03 Lot 99 10.0 BPG' 106.3 6.1 95 112.0 71 6-13-03 Lot 101 10.0 BPG' 100.8 10.9 90 112.0 72 6-13-03 ! Lot 103 10.0 BPG; 106.0 I 7.8 i 95 112.0 73 ` 6-13-03 Lot 106' 10.0 BPG' 111.0 8.5 99 112.0 74 6-13-03 Lot 106 8.0 BPG 105.1 7.8 94 :112.0 75 6-13-03 Lot 107 8.0 BPG 100.9 12.2 90 1: 112.0 76 6-13-03 Lot 106 8.0 BPG s 1022 ' 9.1 91 112.0 77 6-13-03 Lot 106 7.0 BPG 1 109.0 1 10.3 97 112.0 78 ; 6-13-03 Lot 229 3.0 BPG 104.1 9.3 ' 93 112.0 79 6-13-03 1 Lot 229 1.0 BPG 107.3 10.5 96 112.0 80 ` 6-13-03 Lot 214 PG 110.4 4.9 ' 98 112.0 81 6-13-03 Lot 219 PG 104.3 1 8.6 93 1.12.0 82 16-13-03 Lot 220 PG104.6 ' 4.2 93 112.0 83 6-13-03 Lot 221 PG 105.6 1 9.1 94 112.0 84 i 6-13-03 Lot 222 PGY03.4 9.9 i 92 112.0 85 6-13-03 Lot 223 PG` i 102.8 12.4 92 112.0' 86 6-13-03 Lot 209, PG i 104.5 7.8 93 112.0 87 6-13-03 Lot 210 PG 100.8 4.8 90 112:0 88 ' 6-13-03 ; Lot 211. PG 103.7 7.9 93 112.0 89 6-13-03 Lot 212 PG 1082 I 8.1 97 112.0 90 6-16-03 Lot 213 PG 111.3 6.1 99 112.0 '91 j 6-16-03 Lot 224 PG 104.7 10.5 94 :112.0 92 ' 6-16-03 l Lot 225 PG 1075 ! 9.3 96 112.0 93 6-17-03 Lot 226 PG 103.1 8.1 92 112.0 94 6-17-03 Lot 227 PG 111.3 4.8 99 112.0 95 6-17-03 Lot 228 PG 107.7 10.1 96 112.0 96 6-17-03 Lot 208, PG 111.8 14.0 99 112.0 97 '6-17-03 Lot 207 PG 106.0 8.9 95 :.112.0 98 6-17-03 Lot 206 PG 107.0 9.4 96 1 112.0 99 6-17-03 Lot 237. PG 109.6 11.5 w 98 112:0 100 '6-17-03 Lot 236 PG 103.3 8.4 92 112.0 DATE: August 13, 200 Slradderr E»g hwerrrig `rJ TEST RESULTS PROJECT NAME.- Hideaway -Phase: 1 B PROTECT NO: 522-2199 LOCATION: La Quinta, California REPORT NO: 03-07-456 Test No. Date Tested Location Elevation Dry Density ]n Place % Moisture In Place Relative Compaction N1 axIIII LiIII Density Building Pads 101 6-17-03 Lot 235 PG 108.5 15.5 97 112.0 102 6-17-03 Lot 234 PG 105.7 9.0 94 112.0 103 6-17-03 ` Lot 106 6.0 BPG ' 101.0 8.2 90 112.0 104 6-17-03 Lot 107 6.0 BPG 104.6 6.8 93 112.0 105 6-17-03 Lot 1,05 8.0 BPG 100.4 13.2 90 112.0 106 6-17-03 i Lot 241 4.0 BPG i 104.4 7.0 1 93 112.0. 107 ; 6-17-03 Lot 242 2.0 BPG 101.1 1 6.8 90 112.0 108 6-18-03 1 Lot 238 PG 106.1 ; 10.3 i 95 112.0 109 6-18-03 Lot 239 PG 109.5 11.2 98 112.0 110 6-18-03 Lot 233 PG 105.9 8.5 95 112.0 111 i 6-18=03 Lot 232 PG 109.0 13.8 1 97 112.0 112 ' 6-18-03 Lot 240 PG 111.3 7.8 99 112.0 113 1 6-18-03 Lot 231 PG 103.2 9.9 92 112.0 .114 6-18-03 Lot 230 PG 103.9 11.5 ' 93 112.0 115 6-18-03 Lot 102 4.0 BPG 104.8 I 4.7 94 112.0 116 6-18-03 Lot 106 4.0 BPG 102.8 i 15.3 92 112.0 117 `: 6-18-03 Lot 245 4.0 BPG 106.4 11.6 95 ' 112.0 118 6-18-03 Lot 245 2.0 BPG 104.0 10.7 93 112.0 119 6-18-03 Lot 247 4.0 BPG 111.0 7.3 99 112.0 120 6-18-03 Lot 247 2.0 BPG 107.4 8.2 96 112.0 121 ' 6-19-03 Lot 229 PG 107.3 8.8 96 i 112.0 122 :6-20-03 Lot 103 8.0 BPG 106.0 6.3 95 112.0 123 ' 6-20-03 Lot 104 8.0 BPG 101.9 5.7 91 112.0 124 6-20-03 Lot 105 6.0 BPG 109.3 7.5 98 112.0 125 6-20-03 Lot 106 4.0 BPG 104.7 i 7.2 94 112.0 126 ! 6-20-03 ' Lot 107 4.0 BPG 1 106.4 7.3 95 112.0 127 6-20-03 Lot 241 PG 107.0. 13.4 96 1 112.0 128 , 6-20-03 Lot 242 PG 105.2 9.6 94 112.0 129 6-20-03 Lot 243 PG 105.1 5.3 94 112.0 130 6-20-03 Lot 244 PG 104.2 6:0 93 112.0 131 6-20-03 Lot 193 PG 108.8 14.0 97 112.0 132 6-20-03 Lot 194 PG 107.1 9.9 96 112.0 133 '6-20-03 Lot 195 PG 108.8 10.8 97 112.0 134 6-20-03 Lot 196 PG 102.5 9.3 92 112.0 DATE: AuOust 13, 2003 Slnrlrlen En -6 ineering 1J PROJECT NAME: Hideaway -Phase 1 B LOCATION: La Quinta, California TEST RESULTS PROJECT NO: REPORT NO: 522-2199 03-07-456 Test No. Date Tested Location Elevation Dry. Density % Moisture Relative . Maximum In Place In Place Compaction Density Building Pads I 135 6-23-03 Lot 192 PG 103.1 7.3 92 112.0 136 6-23-03 Lot 191. PG -102.0 11.2 91 112.0 13790 Lot 190 PG 100.4 9.4 90 112.0 138 : 6-23-03 Lot 189 PG 106.1 9.3 ! 95 112.0 139 6-23-03 Lot 188 PG ' 109.4 7.1 '• 98 112.0 140 i 6-23-03 Lot 197PG 103.4 i 8.2 92 ' 112.0 141 ` 6-23-03 Lot 198 PG 101.4 5.9 91 112.0 142 • 6-23-03 Lot 199 PG 102.1 5.1 91 112.0 143 6-23-03 i Lot 200 PC 102.8 5.6 92 112.0 144 6-23-03 Lot 201- PG I 102.7 7.6 92 112.0 145 1 6-23-03 Lot 110 6.0 BPG 110.0 i 4.8 98 ! 112.0 146 :` 6-23-03 Lot 104 5.0 BPG 105.5 5.9 94 112.0 147 6-24-03 Lot 187 PG i 109.1 7.3 i 97 i 112.0 148 : 6-24-03 Lot 186 PG 111.1 7.4 99 112.0 149 ` 6-24-03 Lot 202 PG 105.1 ! 9.5 94 112.0 150 6-24-03 Lot 203PG 106.1 7.0 j 95 112.0 151 6-24-03 Lot 204 PG 111.4 6.2 99 112.0 152 6-24-03 Lot 205 PG ' 105.1 7.6 I 94 112.0 153 ' 6-24-03 Lot 245 PG 104.2 6.8 93 1.112.0 154 i 6-24-03 i Lot 246 PG 111.0 7.2 99 ! 112.0 155 6-24-03 Lot 104 2.0 BPG 109.8 6.7 I 98 112.0 156 16-24-03 Lot 103 4.0 BPG 109.1 6.9 i 97 112.0 157 6-24-03 Lot 102 6.0 BPO 105.2 10.6 ! 94 112.0 158 6-24-03 Lot 246 4.0-BPG ': 106.7 I 10.7 j 95 1 112.0 159 ` 6-24-03 Lot 2462.0 BPG .108.5 11.3 97 112.0 160112.0 Lot 247 4.0 BPG ; 111.9 9.8 99 112.0 161 6-24-03 Lot 247 2.0 BPG 111:4 7.2 99 ' 112.0 162 :6-25-03 Lot 249 PG 104.9 9.9 94 112.0 163 6-25-03 Lot 248 PG 104.4 14.7 93 112.0 164 6-25-03 Lot 250 PG 109.5 11.0 98 112.0 165 6-25-03 Lot 247 PG 101.8 13.7 91 112.0 DATE: August 13. 2003 Sla&len En; irreerina TEST RESULTS. PROJECT NAME: Hideaway -Phase 1 B PROJECT NO: 522-2- 199 LOCATION: La,Quiiita; California REPORT NO: 03-07-456 Test No. Date Tested Location Elevation Dry Density % Moisture Relative Maximum In Place In Place Compaction Density Building Pads 166 6-26-03 Lot 251 PG, • 101.6 8.6 91 112.0 167 6-26-03 Lot 252PG . 105.5 7.6 94 112.0 168 6-26-03 Lot 253 PG 101.5 6.8 91 112.0 169 1 6-26-03 Lot 254 PG 101.2 1 13.2 91 112.0 170 6-26-03 Lot 255 PG 100:5 7.7 90 112.0 171 6-26-03 Lot 264 PG 105:0 8.4 94 112.0 172 ' 6-26-03 ! Lot 265 PG 103.1 i 8.0 ! 92 :112.0 173 6-26-03 Lot 266 PG 103.3 9.3 92 ' 112.0 174 6-26-03 Lot 267 PG 100.9. 11.3 90 112.0 175 6-26-03 Lot 263 PG 102.9 6.4 92 112.0 176 6-26-03 Lot 262 PG 102.5 6.1 92 112.0 177 6-26-03 Lot 256 PG 111.3 8.6 i 99 112.0 178 6-26-03 ! Lot 257 PG i 108.1 12.0 97 112.0 179 ! 6-26-03 Lot 258 PG 104.0 - 8.2 93 112.0 180 6-26-03 Lot 259 PG 103.27:2 92 112.0 181 6-26-03 Lot 26.0 PG 105.3 8.3 94 112.0 182 6-26-03 • Lot 261 PG 104.0 ! i 8.4 ' 93 i 112.0 183 6-30-03 i Lot 268 PG - 102.8 6.292 I 112.0 184 6-30-03 Lot 269 PG I 104.3 7.7 93 112.0 185 6-30-03 Lot 270 PG 106.5 ' ' 10.9 95 j 112.0 186 : 7-01-03 Lot 275PG 105.9 9.2 95 112.0 187 7-01-03 Lot 271 PG 105.0. 7.0 94 112.0 188 7-01-03 Lot 272 PG . 104.4 8.7 93 112.0 189 7-02-03 Lot 276 PG 104:4- 8.0 93 112.0 190 7-02-03 Lot 277 PG 107.2 ' 9.7 96 I 112.0 191 7-02-03 ! Lot 278 PG 110.9 ', 11.4 99 112.0 192 7-02-03 I Lot 279 PG 105.5 10.8 94 I 112.0 193' 7-02-03 Lot 280 PG 108:1 8.1 97 112.0 194 7-02-03 Lot 293 PG 103.0 9.1 92 112.0 195 7-02-03 Lot 294 PG 106.3 7.6 95 112.0 DATE: August 13 2003. Sladden Engineering TEST RESULTS PROJECT NAME: Hideaway -Phase 1 B PROJECT NO: 522-2199 LOCATION: La Quinta, California REPORT NO: 03-07-456 Test No. Date Tested Location Elevation Dry Density % Moisture Relative Maximum In Place In Place Compaction Densitv Buildinc, Pads 196 7-03-03) Lot 281 PG 101.9 9.1 91 1.12.0 197 7-03-03 i Lot 282 PG 103.3 7.0 92 1; 112.0 198 7-03-03 Lot 283 PG 10.1.3 8.3 90 112.0 199 : 7-03-03 . Lot 284. PG 108.9 6.9 97 112.0 200 7-03-03 Lot 285 PG 106.0 6.8 95 112.0 201 7-03-03 Lot 289 PG 109.9 i 8.9 98 112.0 202 ' 7-03-03 17-03-03 Lot 290PG . 109.3 i 7.6 98 112.0 203 I Lot 291 PG 102.5 11.2 92 112.0 204 ; 7-03-03 j Lot 292 PG 111.1 8.1 1 99 112.0 205 7-03-03 Lot 286 PG 102.0 5.6 91 1 112.0 206 7-03-03 Lot 287 PG 104.3 11.4 93 112.0 207 7-03-03 Lot 302 PG 100.4 5.4 90 112.0 208 7-03-03 Lot 302 4.0 BPG ; 104.0 9.0 93 112.0 209 :7-03-03 Lot 3022.0 BPG 105.5 i 8.9 94'112.0 210 7-03-03 i Lot 304 4.0 BPG 104.4, 8.1 93 112.0 211 7-03-03 1 Lot 304 2.0 BPG 101.8 7.8 1 91 i 112.0 212 7-03-03Lot 304 4.0 BPG 103.1 7.9 92 112.0 213 7-03-03 Lot 304 2:0 BPG ; 100.78.5 i 90. 112.0 214 7-07-03 Lot 288 PG105.0 8.7 94 1 112.0 215 7-08-03 Lot 273 PG 104.0 ! 6.8 93 j 112.0 216 7-08-03 Lot -274 PG 102.9 6.3 92 112.0 217 7-08-03 Lot 299 PGi 108.2 j 11.0 97 112.0 218 7-08-03 Lot 300' PG 107.5 9.3 96 . 112.0 219 7-08-03 Lot 301 PG 105.2 7.2 94 1.12.0 220 7-09-03 1 Lot 298 PG 104.4 5.1 93 112.0 221 7-09-03 Lot 297 ' PG 106.2 j 5.6 i 95 112.0 222 7-09-03 Lot 296 PG 104.3 6.0 93 112.0 223 7-10-03Lot 303 PG 109.6 8.7 98 112.0 224 7-10-03 Lot 304 PG 107.0 8.9 96 112.0 225 7-10-03 Lot 305 PG 104.2 14.3. 93 112.0 226 7-10-03 Lot 306 PG 103.1 11.4 92 112.0 227 . 7-10-03 Lot 307 PG 101.4 9.6 91 112.0 228 7-10-03 Lot 308 PG 109.6. 6.4 98 112.0 DATE: August 13, 2003 Sladden Enoineerin2 TEST RESULTS PROJECT NAME: Hideaway -Phase 1 B PROJECT NO: 522-2199 LOCATION: La Quinta, California REPORT NO: 03-07-456 Test No. Date Tested : Maximum Location Elevation Dry'Density % Moisture Relative Ili -Place In Place Compaction Density Building Pads 229 7-10-03 Lot 309 PG l 11.3 6.5 99. 112.0 230 7-11-03 Lot 310 PG 103.2 8.1 92 112.0 231 7-11-03 Lot 311 PG 100.7 6.7 90 112.0 232 7-11-03 Lot 312 PG 105:3 8.2 94 112.0 233 7-11-03 Lot 313 PG 102.0 11.9 91 112.0 234 7-11-03 Lot 31-4 PG 105.5 1 -9.2 94 112.0 235 7-11-03 I Lot 315 PG 101..4 5.6 1 91 112.0 236 ' 7-11-03 Lot 316 PG 106.7 1 11.3 95 112.0 237 7-16-03 ' Lot 317 PG 104.4 ! 5.4 ' 93 112.0 238 '7-16-03 Lot 318 PG 103.1 8. 92 1 112.0 239 7-16-03 Lot 319 PG 100.7 ! 7.3 90 112.0 240 7-16-03 Lot 320 PG ! 105.9 8.7 95 112.0 241 : 7-16-03 Lot 321 PG 101:4 8.8 91 112.0• 242 7-16-03 i i Lot 322 PG 102.8 6.0 92 112.0 243 ' 7-18-03 Lot 337 ,PG '107.3 6.8i 96 112.0 244 7-18-03 Lot 338 PG 111.0 7.2 99 ; 112.0 245 7-18-03 Lot 339 PG 110.8 5.9 99 ! 112.0 246 7-18-03 Lot 340 PG 108.5 6.4 97 1112.0 247 ` 7-18-03 Lot 341 PG 104.3 i 7.0 93 112.0 248 ; 7-18-03 Lot 342 PG 100.6 I 6.1 90 112.0 249 7-21-03 Lot 336 PG 110.1 8.8 98 :112.0 250 7-21-03 Lot 335 PG 10 0.4 , 6.4 ! 90 112.0 251 7-21-03 Lot 334 PG 103.8 14.8 93 112.0 252 , 7-21-03 Lot 333 PG ! 105.1 ? 11.2 94 112.0 253 7-21-03 Lot 332 PG 108.5 11.3 97 112.0 254 . 7-21=03 Lot 331 PG 107.1 8.4 96 112.0 255 7-21-03 Lot 330 PG 111.3 8.5 99 112.0 256 7-23-03 Lot 323 PG 105.5 - 8.5 94 112.0 257 7-23-03 Lot 324 PG 105:7 10.5 94 112.0 258 7-23-03 Lot 325 PG 102.2 13.5 91 112.0 259 7-23-03 Lot 326 PG 10926.1 98 112.0 260 7-23-03 Lot 327 PG: 100:8: 6.8 90 112.0 DATE: August 13. 2003 Slrul(len Enoineerinf A TEST RESULTS PROJECT NAME: Hideaway-Phase I B PROJECT NO: 522-2199 LOCATION: La Quinta, California REPORT NO: 03-07-456 Test No. Maximum Date Tested Location Elevation Dry Density % Wisture Relative In Place In Place Compaction Density Building Pads 261 7-23-03 Lot 328 PG 101.2 7.7 90 112.0 262 7-23-03 Lot 329 "PG 102.0 9.6 91 112.0 263 7-23-03 Lot 180 PG 104'.3 7.3 93 112.0 264 , 7-23-03 Lot 18 ] PG 109.0 8.4 97 112.0 265 7-23-03 Lot 182 PG 111.3 7.3 99 112.0 266 3 7-23-03 Lot 183 PG 105.9 7.4 95 112.0 267 ° 7-23-03 Lot 184 PG 107.6 8.1 96 112.0 268 7-23-03 Lot 185 PG 101.8 I 14.7 91 112.0 269 7-24-03 Lot 179 PG 107.1 7.2 96 112.0 270 7-24-03 . Lot -178 PG. 105.4 6.9 94 112.0 271 ' 7-24-03 Lot 177 PG 106.1 6.2 i 95 112.0 272 ;:'7-24-03)Lot 176 PG ! 102.5 ' 9.3 92 112.0 273 7-24-03 Lot 175 PG 108.7 1 8-.4 97 112.0 274 7-24-03 Lot 174 PG 111.3 11.8 99 112.0 275 7-25-03 ' . Lot 173 PG 104.9 i 1.0.4 94 112.0 276 ' 7-25-03 Lot 172 PG 110.5 10.2 99 112.0 277 7-25-03 Lot 171 PG 105.3 7.6 94 112.0 278 '7-25-03 Lot 170 PG 102.8 4.7 92 i 112.0 279i 7-25-03 Lot 169 PG 1 103.4 9.9 I 92 112.0 280 7-25-03 Lot 168 PG 102.0 ! 8.7 91 112.0 281 i 7-25-03 Lot 167 _ PG 105.7 7.6 94 112.0 282 ' 7-28-03 i Lot 165 PG 103.2 11.0 1 92 112.0 283 7-28-03 Lot 164 PG 104.0 9.3 93 112.0 284 7-28-03 Lot 163 PG 105.2 12.6 1 94 112.0 285 7-28-03 ! Lot 162 PG 102.1 11.7 91 112.0 286 7-28-03 Lot 161 PG 103.9 15.0 93 112.0' 287 .7-28-03 Lot 160 PG 102.2 10.6 l 91 112.0 288. 7-28-03 Lot 159 _ PG 106.0 10.0 95 112.0 DATE: August 13. 2003 Sudden Engineering TEST RESULTS PROJECT NAME: Hideaway -Phase 1 B PROJECT NO: X22-2199 LOCATION: La Quinta, California REPORT NO: 03-07-456 Test No. Maximum Date Tested Location Elevation Dry Density: % Moisture.. Relative In Place In Place Compaction Density Buildina Pads 289 ' 8-01-01) Lot 343 PG 102.8 6.1 1 92 112.0 290 8-01-03 Lot 344 PG 101.7 5.4 ! 91 ; 112.0 291 8-01-03 Lot 345 PG 100.9 4.7 90 112.0 292 8-01-03 Lot 346 PG. 110:4 6.4 90 112.0 BPG - Below Pad Grade PG - Pad Grade i i I DATE: August 13; 2003 1 1 i i Skadden Engineering