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BRES2015-0085 Report of Observationsi 'Sladden Engineering 6782 Stanton Ave., Suite A, Buena Park, CA 90621 (714) 523-0952 Fax,(714)i�52, -13 39-725 Garand Ln.; Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760') 7 2-3 U l 2015 -1f ' u! By October 12, 2003 Project No. 544-2199 03-10-647 ND La Quinta Partners, LLC RECEIVED 51-100 Avenue 53 . La Quint*, California 92253 MAY 0 6 2015 Attention: Mr. Dan Williams. COTY OF `.A QUINTA Project: The Hideaway ' COMMUNITY DEVELOPMENT 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 Geotechnical Update prepared by Sladden Engineering dated May 13, 2003, Project No.,522-2199, Report No. 03-04-225. Summarized in this report are the resultsof 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. CITY OF LA QUINTA BUILDING & SAFETY'DEPT. APPROVED FOR CONS RUCTION '4TFI Ig11 B October 12, 2003 -2- Project No. 522-2199 03-10-647 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 1557-91— 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 report or the testing summarized herein, please contact the undersigned.. Respectfully submitted SLADDEN ENGINEERING Brett L. Anderson Principal Engineer. Grading/pc Copies 4/ND La Quinta Partners; LLC . - •' �. - CITY B ®F LA QUINT, BUILDING &SAFETY DEPT, APPROVE® FOR CONSTRUCTION TF__, TEST RESULTS PROTECT NAME: Hideaway LOCATION: La Quinta, .California PROJECT NO: 522-2199 REPORT NO: 03-10-647 TestNo-j Date Tested I Location Elevation Dry Density In Place I % Moisture I In PIace Relative Compaction Maximum Density ` (( Building Pads - I Village Club Drive -1 7-30-03' I Per Plan 2.0 BPG 103.7 5.1 . 93 11.2.0 2 7-30-03 Per Plan . 3.0 BPG.: �. _ 106.7 .. 4.7 = 951, 112.0 3 . 7-31-03 Per Plan , 1.0 BPG 111.2 8.2 99 112.0 4- 7-31-03 Per Plan s PG 109.4 7.4 98 112.0 -..5 7-31-03 Per Plan PG-' 111.9 6.8 99 112.0 6 8-07-03 C 3 4A BPG 102.2 ` L 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 93 112.0 9 8-07-03 C4' 2.0 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 8-07-03 C-2 8.0 BPG 104.6 . -.'1'2.0 93 ' 112.0 I2- 8-07-03; C-2 8.0 BPG 102.3 10.9 91 112.0 13 8-07-03 C-2 - } 8.0 BPG 103.6 8.5 93 112.0 14 8-07-03',,. C-2 6.0 BPG 102.9 9.7 92 112.0 15 8-07-03 C-2 j 6.0 BPG I 105.3 .11.2 94 112.0 16 8-08-03 C-2 6.0 BPG, 101.8 7.0 91 112.0 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 ; C-2 : 1 5.0 BPG -100.8 12.4 90 112.0 20 8-08-03 C-2 '4.0 BPG 100.7 9.6 I 90 112.0 21 8-08-03 C-2 4.5 BPG 107.7 14.0 1 96 112.0 22 8-08-03 I Lot 17 - ;' , PG104.3 I 9.0 93 112.0 23 • 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 go. 112.0 25 8-11-03• C-2 4.0 BPG ' 104.9 11.9 94 112.0 26 8-11-03 . f C-2 _ ' 4.0 BPG F ; 108:5 I 9.3 I 97 112.0 27 8-11-03 I . C-2 ;. ,3.5 BPG 103.2 9.5 92 112.0 28• 8-11-03 C-2 13.0 BPG ( ' 103.9 I 9.8 93 112.0 29 8-11-03- Comfort Station . - :1.0 BPG 105.8 9.3 . 94 112.0 30 8-11-03 . Comfort Station PG 102.8 I 7.3 92 112.0 31 8-11-03 I C-2 11.5 BPG 102.1 32 33 8-11-03 8-11-03 C-2 12.0 BPG I' C-2' 105.5 ,� SIT ' p 1. #1.5 BPG I 104:7 l012UI INOA SA E I�jEPA 34 I 8-12-03 C-1 '4.0 BPG I . 107.3 t9.9 �9R T 35 8-12-03 C-1 '4.0 BPG ; 107.9 14.1' F R CC9�ST U0 DATE: October -12,2003, DATE' Sladden Engineering TEST RESULTS PROJECT NAME: Hideaway PROJECT NO: 522-2199 LOCATION: La Quinta, California . REPORT NO: 03-10-647 Test No. Date Tested Location Elevation Dry Density % Moisture Relative Maximum - In Place In Place Compaction Density Building Pads Area L- s 36 7-08-03 Lot 82 4.0 BPG108.1 9.7 97 _ 112.0 37 .7-08-03 Lot 82 2.0 BPG G 108.3 , ; I , 9.6 97 112.0 38 '::.7-08-03 Lot 84 4.0 BPG 1009 1 8.8 90 112.0 39 } I 7-08-03 Lot 84 z . 2.0 BPG 100.4 6.3 90 112.0 40, 7-08-03 Lot 86 - 4.0 BPG 103.4. 11.3` 92 112.0 41 7-08-03 • Lot 86 2.0 BPG • 100.5' 10.4 90 112.0 42 7-29-03 Lot 85 - 2.0 BPG 106.3 6.8' 95 112.0 43 7-29-03 Lot 86 - 4.0 BPG - 107.5 10.3 96 112.0 44 7-29-03 Lot 86 2.0 BPG 105.4 - 9.0 94 112.0 45 7-29-03 Lot 88 4.0 BPG 108.3 5.6 97 112.0 _ .46- 7-29-03 Lot 88 2.0 BPG 103.9 6.9 93 112.0 _ 47 7-30-03 Lot 94 5.0 BPG 106.6 4.8 95 112.0 48 7-30-03' Lot 94 3:0 BPG 103.2 s 6.7 92 112.0 49- 7-30-03 Lot 92 "• 4.0 BPG 111.4 10.2. 99 112.0 50 7-30-03 Lot 92 2.0 BPG 106.1 " 9.4 95 112.0 51 7-30-03 Lot 805.0 BPG 107.4 9.6 96 112.0 52 7-30-03 Lot 80 3.0 BPG 102.9 7.9 I 92 112.0 53 7-30-03 Lot 78'-' 4.0 BPG 110.9 11.2 99 112.0 54 7-30-03 Lot 78 20 BPG. 104.0 9.2 93 112.0 55 7-30-03 • Lot 76 4.0 BPG 101.0 7.6 90 112.0 56 7-30-03 Lot 75 4.0 BPG 100.4 5.7 90 112.0 57 9-10-03 Lot 13 4.0 BPG 111.3 13.9 99 112.0 58 9-10-03 Lot 13 2.0 BPG 107.6 7.9 96 112.0 59 9-10-03. Lot 11 4.0 BPG 106.3 11.9 95- 112.0 600.. 9-10-03 Lot 11 2.0 BPG 104.2x• 10.7 93 _ 112.0 61 9-10-03 Lot 9-4.0 BPG 105.6 14.4 94 112.0 62 9-10-03 Lot 9 2.0 BPG 100.9 12.7 90 112.0 . 63 I -9-10-03 Lot 7 4.0 BPG 111.2 13.4 99 112.0 64 9-10-03 Lot 7 2.0 BPG 109.9 -10.8 98 112.0 65 1 9-10-03 Lot 5 20 BPG 106.4 10.1 95 112.0 661. 9-10-03 Lot 3- 2.0 BPG 105.0 10.6 ! 94 112.0 67 9-12-03 Lot 78 PG 104.9 8.3 C%A 112. 68 9-12-03 Lot 79 _ PG 104.3 010 O F A 69 9-12-03 Lot 80 PG 108.9 D NG AF TY1 ? /`1 70 9-12-03- Lot 81 PG ` 106.8 QX T P O DATE: October 12, 2003 FOR CONSTRUCTION 2 - _ DATE Rv TEST RESUL'T'S PROJECT NAME: Hideaway PROJECT NO: 522-2199 LOCATION: La Quinta, California REPORT NO: 03-10-647 Test No. Date Tested Location - Elevation Dry Density % Moisture I Relative Maximum In Place In Place Compaction Density Building Pads ; Area L 4° 71 9-15-03 Lot 2 a PG.. 103.8 7.0., 93 112.0 72 9-15-03 Lot 3 PG 111.0 13:2 99 . 112.0 73 9-15-03 Lot 4 PG' 111.4 9.1 199 • 112.0 74 9-15-03 Lot 5PG ' 104.1 11.9 • 93 112.0 75 9-15-03 Lot 6 z' PG' , • "105.4 10.5 94 I 112.0 76 9-15-03, Lot 7 PG 102.9 6.8 92 112.0 77 9-16-03 Lot 1 - - , . PG., 110.1. I 9.0 98' 1 I I2A 78 9-16-03 Lot 8 PG 111.5 6.5 99 112.0 79 1 9-16-03 Lot 9 PG . 111.0 7.8 99 112.0 -_80 9-16-03 Lot 10• PG 109.1 7.4 -97 112.0 81 9-16-03 Lot 11 -• +r PG 111:6 = 8.6 .. 99 112.0 82 9-16-03 Lot 38 PG 105.3 11.3 - 94 112.0 83 9-16-03 Lot 37- • - PG 111.3 9.0. 99' 112.0 84 9-16-03 ILot 36 :. PG 110.8 I 9.6 . , 99 112.0 85 9-16-03 . Lot 35 = _. PG 104.9 6.9 94 112.0 86 9-16-03 Lot 32 ;' PG':, 108.4 7.1 97 112.0 87 9-17-03 Lot 12 - PG' -.108.0' ` I . 6.9 96 112.0 88 9-17-03 Lot 13 ` - PG I 102.5 I' 9.7 96 112.0 89 9-17-03 Lot 14 PG 110.1 I 9.9 98 112.0 90 9-17-03 Lot 15. PG 111.6 1 7.8 99 112.0 91 9-17-03 Lot 16 PG 111.3 I 10.8 99 112.0 _ Area N t 92 9-17-03', Lot 34 ":, PG , 110:8 9.0 99 112.0 93 9-17-03 Lot 33. PG 105.4 6.5 94 112.0 94 9-17-03 Lot 31 PG 106.4 7.0 95 112.0 95 9-17-03 Lot 30 - PG 104.2 ) 6.6 93 112.0 96 9-17-03 I I Lot 29 PG 106.8 12.7: 95 112.0 97 9-17-03 Lot 28 ' PG ( 104.0 7.3 93 112.0 ( Area L , 98 9-17-03 Lot 49 . -4.0 BPG 111.3 9.7 99 112.0 99 l 9-17-03 Lot 49 2.0 BPG .-104.9 10.2 94 112.0 100 9-17-03 - Lot 51 -4.0 BPG 109.6 8.4 98 112.0 101 9-17-03 I Lot 51 2.0 BPG 103.9 ® UINTA BUILDING & SAF TY DEPT. ED �® IPR® FO CONSTR DATE: October 12, 2003 ` 3 J'4?E_BY ' Sladden Engineering TEST RESULTS PROJECT NAME: Hideaway'. PROJECT NO: 522-2199 LOCATION: La Quinta, California - "REPORT NO: 03-10-647 ` Test No. I Date Tested Location Elevation Dry Density % Moisture Relative Maximum In Place ; In Place compaction Density Building Pads Area M 102 6-25-03 ( Per Plan 6.0 BPG- - 106.6 " 10.9 95 112.0 103 6-25-03 Per Plan M "� 6.0 BPG 106.5 4.9 95 , 112.0 104 6-25-03 Per. Plan ` , ` 6.0 BPG , ` 103.7 5.3 93 112.0 105. 6-26-03 Lot 119 7.0 BPG 105.9- 5.9- . 95 112.0 106 6-26-03 Lot 119 '5.0 BPG - 103.2 1 I.2 92,112.0 107, 6-26-03 Lot 118 ' . 7.0 BPG (. , 101.5 -5.4 90 112.0 108 6-26-03 Lot 118 5.0 BPG 100.7. 6.5 90 112.0 109 6-26-03 Lot 120 t = 7.0 BPG 102.0 I 7.0 91 112.0 110 6-26-03 Lot 120 ' .. ` - 5.0 BPG 102.8 . • 6.3 . I 92 ` 112.0 111 6-30-03 Lot 114 6.0 BPG , 104.8 '; 10.4 .94 112.0 1 l2 6-30-03 I Lot 113 1, 4.0 BPG 106.5 6.1 " 95 112.0 113 6-30-03, Lot l 1 I - 4.0 BPG I : 108:4 10:4 97 112.0 114 7-07-03 Lot 99 - • 6.0 BPG 106.2 4.0 95 112.0 115 7-07-03 ;� Lot 99 -" 4.0 BPG 101.8 6.3 91 112.0 116 7-07-03 Lot 97 ` : 5.0 BPG 105.3 4.7 94 112.0 117 7-07-03 Lot 97 3.0 BPG- 102.7- 9.7 I 92 112.0 118 7-07-03 - I Lot'l 18 'i 5.0 BPG 100.9 8.7 90 112.0 119. 7-07-03 Lot 118 3.0 BPG'. 101.2 I10.2, 90 112.0 '. 120 7-07-03 Lot 116 6.0 BPG 100.5 8.1 90 112.0 121" 7-07-03 Lot 116 j 4.0 BPG 102:0 6.2 91 112.0 122 7-08-03 I Lot 121: 4.0 BPG I 102.8 ! 15.2 96 112.0' 123 7-08-03 Lot 121 2.0 BPG 110.6 7.9 99 112.0 124 7-08-03 Lot 120 - • 4.0 BPG 11.0.0 `- 9.6 I 98 112.0 125 f 7-08-03 (. Lot 120' 1 2.0 BPG 109.1 7.2 97 112.0 126 I 7-08-03 I Lot 119 - ,,, 4.0 BPG 107.6 11.4. I 96 112.0 127 7-08-03 Lot 119 '2.0 BPG 100.7 5.8 90 112* 128 7-08-03 Lot 118= 4.0 BPG 109.5 9.5 98 112.0 129 7-08-03 Lot 118 ; 2.0 BPG 161.5' 6.1 91 112.0 130 7-08-03 Lot 116 - 4.0 BPG 108.3 6.3 97 112.0 131 7-08-03 ..I Lot 116: 2.0 BPG 100.9. 6.9 - 90 112.0 I' 132 8-20-03' Lot 98 W 2.0 BPG I 105. l O Q F L1 Q U j TA2 • 133 134 y 8-20-03 Lot 100 2.0 BPG 8-20-03 Lot 96 111. UIL[OiG g� S,g91 �, P I? : %,2.0 BPG. I Ill. 1U A YA FOR.COTOIIEO� T RUCTI DATE: October 12,2003' 4. D)ATE BY Sladden Engineering TEST RESULTS PROJECT NAME: Hideaway LOCATION• La Quinta Calif PROJECT NO: 522-2199 ornta REPORT NO: 03-10-647 Test No. I Date Tested Location Elevation I Dry Density % Moisture I Relative Maximum In Place (_ In Place Compaction Density 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 j 162 1 163 • 164 165 166 8-21-03 8-21-03 8-21-03 8-21-03 8-21-03 8-21-03 8-21-03 8-21-03 8-21-03 8-21-03 8-29-03 8-29-03 8-29-03 8-29-03 8-29-03 9-03-03 9-03-03 9-03-03 9-03-03. 9-03-03 9-04-03 9-04-03 9-04-03 9-04-03 9-09-03 9-09-03, 9-09-03 9-09-03 9-09-03 9-09-03 9-09-03 9-09-03 i. Building Pads Area M . Lot 69 2.0 BPG': 102.9 9.7 92 112.0 Lot 71 2 0 BPG 105.3 .. 11.8 I 94 112.0 Lot 73 2.0 BPG .. 105.7 ' 12.4 94 112.0 Lot 74 2.0 BPG 111.0 11.7 99 112.0 Lot 76 2.0 BPG : 111.8' 11.1 99 • 112.0 Lot 57 2.0 BPG I .110.0 I 11.3 98 • 112. Lot 59 2.0 BPG ! - 110.9 7? • 99 112.0 Lot 60 2.0 BPG -100.8,- 8.0 , 90 112.0 Lot 61 - 2.0 BPG 1 103.1, 7.6 92 112.0 Lot 632.0 BPG -104.0- 6.9 93 112.0 Lot 65PG 110.7 8.0 99 112.0 Lot 64 PG . 101•.5 • 10.6 91 112.0 Lot 63 - PG 105.0 9.7 94 112.0 Lot 62 . PG- 111.3 10.2 99 112.0 Lot 61 ; PG .. �. 104.6 10.9 93 112.0 .Lot 60 PG 103.1 I � 8.1 92 112.0 Lot 59 _ PG :. 111.4 I 8.3 95 112.0 Lot 58 PG : 106.8 6.8 95 112.0 Lot 57 PG 110.5 ( 7.9 99 112.0 Lot 56 PG, ; . 108.2 1 7.1 97 112.0 Lot 55 PG. 108.4 6.9 97 112.0 Lot 54 PG ( 105.9 11.6 I 95 112.0 Lot 53 PG l 107.1 9.1 96 112.0 Lot 52 PG I .109.6 7.6 98 112.0 Area N J "Lot 1 3.0 BPG I 103.8 9.6 ( 93 112.0 Lot 4 _ 5.0 BPG 108.7 8.4 97 112.0 Lot 8 4,0 BPG 111.3 11.9 99 - 112.0 Area K Lot 1 4.0 BPG I 114.1 5.5 99 112.0 Area M 1. - Lot 75 Lot 77 5.0 BPG 3.0 BPG 105.6 I 9 0 p Lot 79 2.0 106.3 UI 1 G g.p `9�rsN ER�2.0 BPG 107.5 Lot ? 3.0 BPG .111.1 FSA 112.0 FOR COUCTI N ;GATE DATE: October 12, 2003 5 Sladden Engineering TEST RESULTS PROJECT NAME: Hideaway' ,PROJECT NO: 522-2199 LOCATION: La Quinta, California REPORT NO: 03-10-647 Test No. I Date Tested I _Location EIevation. I Dry Density % Moisture Relative Maximum In Place In Place Compaction I Density Building Pads r v Area M ( - 167 9-10-03 Lot 66 PG I 107.3 6.1 "` 96 112.0 168 9-10-03 Lot 67 PG, 111.2 6:4 - 99 112.0 169 I 9-10-03 Lot 68 PG, 111.7. . ' . 8.9 99 112.0 170 1 9-10-03 Lot 69 PG:. 106.3 6.7 95 112.0 171 9-10-03 Lot 74 PG 106.6 12.9. 95 .' 112.0 172 .9-10-03 Lot 75 PG 110.9 6.8 99 112.0 173 9-11-03 Lot 70 PG I 107.4 8.1 96 112.0 174 , 9-11-03 I Lot 71 PG 108:4 8.3 97 112.0 175 9-11-03 I Lot 72 PG 103.9 10.4 93 112.0 176 9-11-03 l Lot 73 PG 105.3 10.6 94-- 112.0 177 9-11-03 Lot 76 PG .. 111.6 I + . 7.6 99 , 112.0 178 9-11-03 Lot 77 •� PG 109.8' 11.5 I 94 - - 112.0 Area C 179 8-19-03 I Lot 54PG`, 103.1 6.2 92 112.0 180 8-19-03 Lot 53 " PG -109.9 7.2 98 112.0 181 8-19-03 Lot 52 _ PG ,110.9 ( 8.6 99 112.0 182 8-19-03 = Lot 51- PG. 108.4 1 9.8 97 ' 112.0 6.7 183 8-19-03 I Lot 50 PG . 1088 J 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 I 112.0 186 8-19-03 Lot 47 PG 105.0 8.0 94 112.0 187 8-19-03 f Lot 46 . PG ( 108.5 .10:2 97 112.0 188 8-19-03 l Lot 45.PG 1073 9.2 96. 112.0 189 8-19-03 „ Lot 44 , , PG I 106.2 10,0 95 112.0 190 8-20-03 Lot 42 " PG 111.2 I, 5.1 I 99 112.0 191 8-20-03 Lot 41. PG 101:7 6.7 91 112.0 192 ' 8-20-03 Lot 40PG ' 104.3 6.1 ( 93 112.0 193 8-20-03 Lot 39 �• - 4 PG. 107.7 5.7 96 112.0 194 8-20-03 Lot 3$PG ; 106.4 I 7.1 95 112.0 195 8-20-03 Lot 63 PG: 103.3 ! 7.6 92 112.0 •19603 J -� - 8 _0 j Lot 2 6_ . PG, 102.0, 4.4- 91 112.0 197 8-26-03 Lot 61- PG 109: 98 112.0 198 8-20-03 Lot 60, , PG 106. 199 8-20-03 Lot 59 , PG: 107 TY9F dWT2 200 8-20-03 ( Lot 58 PG.. 108 6 B �LDIPV� &,USAF 2 .. �iY 1- D p7! 201 8-20-03' Lot 56 PG I 1039 A P p 112 0 202 8-20-03 Lot 55 PG- 111.3 FOR60ON ® 11 0 - Rt.rc%TIO DATE__�BY DATE: October 12, 2003 6 Sladden Engineering TEST RESULTS PROJECT NAME:_ HideawayPROJECT NO: 522-2199 LOCATION: 'La Quinta, California REPORT NO: 03-10-647 Test No. ' Date Tested Location Elevation Dry Density .% Moisture Relative Maximum i In Place In Place' , Compaction Density Building Pads Area C _03 l :� $ _0-03 Lot 55 PG I 109.6 7.8 ., 98 112.0 204 I : 8-20-03_ J Lot 43 PG ; 110.8 4.3 ' 99 112.0 205 8-21-03 Lot 19 PG 110.7 13.8 - 99 " 112.0 206 8-21-03 Lot 18 PG 110.1 12.9 98 112.0 207 8-21-03. . l Lot 17 PG I 103.3 11.792 112.0 208 8-21-03 Lot 16 PG 105.0 11.4 94 112.0 209 8-21-03. I Lot 15 PG ' 1I1.7 12.7 99 112.0 210 8-21-03 I Lot 14 PG... 111.4 12.0 99 112.0' 211 8-22-03 Lot 20 ., PG 105.0. . '. 12.8 .94 112.0 212' 8-22-03 Lot 21 PG'.*. 106.4 11.3 95 112.0 213 8-22-03 Lot 22: - PG 108.5 13.7 97 112.0 214 8-22-03 .. Lot 23 - PG 106.9. 11.6 95 112.0 215 8-22-03.. Lot 24. PG 105.4 9.3 .. f 94 112.0 216 8-22-03 Lot 25 PG- 104.0 8.1 i 93 112.0 217, 8-22-03 Lot 26 PG'., 108.8 8.5 97 112.0 218 " 8-22-03 Lot 27 PG- : 111.3. 9.1 , 99 112.0' 219 8-22-03 I Lot 28 PG 105.0 11.3 - 94 112.0 220. 8-22-03 Lot 29 .. PG 101.7 10.6 91. 112.0 221 8-22-03 Lot 30 PG` 111.8 9.2 I 99 112.0 2228-22-03 Lot 31 PG. " . 107.6 . 8.9 96 l 12.0 Area N 223 8-26-03 Lot 16 4.0 BPG 102.6, 9.7 92 112.0 224 8-26-03 -Lot 13 4.0 BPG 101.7 13.0 91 112.0 225 8-26-03 Lot 8. 4.0 BPG 105.7 I 15.3: 94 112.0 226 9-03-03 I Lot 2l 2.0 BPG 101.2 8.1 90 112.0 927 9-03-03 Lot IT 2.0 BPG. 11057 9.3 94 112.0 228 9-03-03 Lot 13 2.0 BPG 105.3 10.8 94 112.0 229 9-03-03 Lot11 2.0 BPG " 106.9 ! 10.7 95 112.0 . 230 9-03-03 Lot 8 " 2.0 BPG 104.0 15.3 I 93 112.0 231 9-03-03 Lot 26 4.0 BPG 1.02 12.4 91 112.0 232 9-03-03 Lot 31 4.0. BPG 103 1 0 233 9-03-03 Lot 35 4.0 BPG 10 .4 T OF:AFfWI T 12 0 234 9-03-03 Lot 38 4.0 BPG 10 .6 B ILDI[&G & p P-."0 235 . [ 9-03-03 L Lot 33 4.O BPG l 10 .3�� COODATE ®OR 11.0 .�__ DATE: October 12, 2003 7 Sladden Engineering TEST RESULTS PROJECT NAME: Hideaway PROJECT NO: 522-2199 LOCATION: La Quinta, California REPORT NO: 03-10-647 Test No. j Date Tested Location Elevation DryDensityj % Moisture Relative Maximum In Place I In Place • Compaction I Density 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 I 271 + 9-17-03 9-17-03 9-17-03 9-17-03 9-17-03 9-17-03 9-17-03 9-17-03 9-17-03 9-17-03 9-17-03 9-19-03 9-19-03. 9-19-03 9-19-03 9-19-03" 9-19-03 9-19-03 9-19-03 9-19-03. 9-19-03 9-19-03 9-23-03 9-23-03 9-23-03 9-23-03 9-23-03 9-23-03 9-23-03 9-23-03 9-23-03 9-23-03 9-23-03 9-23-03 9-23-03 9-23-03 Building Pads 1 Area L I Lot 12 PG . 108.0. 6.96 9 11_.0 Lot 13 PG 107.5 9.7 96 112.0 Lot 14 PG I 110.1 '9.9 I I 98 112.0 Lot 15 PG" 111.6 7.8 110.8 I 99 112.0 Lot 16 PG 111.3 99 112.0 Area N Lot 34 PG 110.8 9.0 - 99 112.0 Lot 33 PG 105.4 6.5 94 112.0 Lot 31,PG 106.4 . 7.0 95 112.0 Lot 30 '. PG 104.2, 6.6 93 112.0 Lot 29 PG ` . 106.8 12.7 ' 95 112.0 Lot. 28 _ PG ' 104.0 7.3 93 112.0 t Lot 17 ;:: PG A 1097112.0 98 112.0 Lot 27 PG 110.6 I 7.4 1 J 99 112.0 Lot 26 PG 111.8 9.0 99 I 112.0 Lot 25 ' •' : PG: 111.3 ( 6.2 .99 112.0 Lot 24 PG-.' 111.9 6.8 99 112.0 Lot 23 - ; PG . 109.7 • 6.6 98 112.0 Lot 22 PG 106.4 5.8 95 112.0 Lot 21 _ PG 111.1 7.8 99 112.0 Lot 20 PG. 111.4 4.5 99 112.0 Lot 19 PG I 107.5 4.9 96 112.0 Lot 18 PG I 101.4 12.6 I 91 112.0 Lot 6 - PG . I 108.9 6.897 112.0 Lot 5 i -PG 103.7 5.5 I 92 _ 112.0 Lot 4 PG-, I 108.8 4.2 97 112.0 Lot 3 PG. 111.8 6.7 99 112.0 Lot 2 PG 106.8 5.1 95 112.0 Lot 1 PG 106:3 8.7 I . 93 I 112.0 Lot 16 PG 103.8 6.0. 93 112.0 Lot 15 PG 106.5 5.4 95 ( 112.0 -Lot 14 PG 111 6 _ 0 Lot 13 PG ( 111 5 C I T J 2 0 Lot 12 PG. ` 1 109 2 B ILDINZ & AF Y D PTI12 0 Lot 11 PG ' I 111 9 112 0 • Lot 10 Lot 9 PG PG. 107 4 111 3' P.� FpON 7-9 ® TR TIO 112 0 � 11 0 DATE: October 12, 2003 DL. ATE~___I BY - 8 ' Sladden Engineerhig TEST RESULTS PROJECT NAME: Hideaway PROJECT NO: 522-2199 LOCATION: La Quinta, California REPORT NO: 03-10-647 Test No. I Date Tested Location Elevation I Dry Density I % Moisture Relative Maximum In Place In Place Compaction Densi Building Pads I. Area N 272 9-23-03 ILot 8' PG 110.7 5.4 99 112.0 273 9-23-03 Lot 7 PG : 110.9 7.6 99 112.0 Area O 274 7-15-03 Lot 8, 6.0 BPG I 105.3 8.0 94 112.0 275 7-15-03 Lot 8 _ 4.0 BPG 102.0 7.9 - 91 112.0 276 7-15-03 Lot 10 6.0 BPG 103.1 6.8 92 112.0 277. 7-15-03 Lot 10 4.0 BPG 100.8 ' 93 90 112.0 278 7-15-03 Lot 12 6.0 BPG 102.8- 7.8 92 112.0 279 7-15-03 Lot, 12 4.0 BPG 101.0 9.2 90 112.0 280 7-16-03 Lot 1 - 5.0 BPG 101.6- -. 8.1 91 112.0 281 7-16-03 Lot 1 3.0 BPG 102.8 7.8 92 112.0 282 7-16-03 Lot 2 ' 5.0 BPG 104.9- 9.9 94 112.0 283 7-16-03 Lot) 3.0 BPG, 100.7 7.2 I 90 112.0 284 7-16-03 f Lot 3" 5.0 BPG; 106.1 7.0. - 95 112.0 285 7-16-03 I Lot 3 10 BPG 101.8 5.4 91 112.0 286 7-16-03 Lot 4 6.0 BPG 104.3 6.7 93 112.0 287 7-16-03 Lot 4 4.0 BPG 100.4 5.4 90 112.0 288 7-16-03 Lot 7. $.0 BPG 105.3 7.9 " • 94 112.0 " 289 7-16-03 Lot 7 4.0 BPG 103.0 8.3 92 112.0 290 7-18-03 Lot 14 5.0 BPG 103.4 • 7.4 92 112.0 291. 7-18-03 Lot 14 3.0 BPG I 108.4 12.6 97 112.0 292 7-18-03 Lot 16 6.0 BPG 101.7 16.1 91 112.0 293 7-18-03 I' Lot 16 4.0 BPG ' 100.4 14.1 90 1.12.0 294 .7-18-03 I Lot I8 6.0 BPG 105.2 6.3 94 112.0 295 7-18-03 Lot 18 4.0 BPG . ..100.8- 15.6. 90 .112.0 296 7-24-03 Lot 9 4.0 BPG 107.3 12.3 96 112.0 297 7-24-03 Lot 9 2:0 BPG: 103.0 11.7 92 112.0 298 7-24-03 Lot 11 : -4.0 BPG 109.6 8.4 98 112.0 299 ) 7-24-03 J Lot 11 2.0 BPG, 107.3 9.1 I 96 112.0 300 7-24-03 Lot 13 2.0 BPG, I" 105.7 0.4 9JE 301 7-24-03 Lot 14 2.0 BPG 109. I ' ^ bulm*' 302 7-24-03 Lot 15 2.0 BPG, 104. ° '9.2 LA 303 7-24-03 Lot 16 4A BPG 100.: UIL�ING SAR� 304 7-24-03 Lot 16 2.0 BPG 100. � . p ®305 7-24-03 Lot 17 5.0 BPG 100. FCJA.• STR306 7-24-03 Lot 19 : 5.0 BPG 100. 19.2 DA�E_�_BY DATE: October 12, 2003 9 - Sladden Engineering TEST RESULTS PROJECT NAME: Hideaway PROJECT NO: 522-2199 LOCATION: La Quinta; California, REPORT NO: 03-10-647 Test No. I Date Tested f Location Elevation ' Dry Density % Moisture Relative Maximum I I In Place , In Place Compaction nsity Building Pads .. Area O ' 307. 7-28-03 Lot 30 6.0 BPG 104.8 14.6. 94 112.0 308 7-28-03 I Lot 28 6.0 BPG; „ 102.6 7.9 92 112.0 309 7-28-03 Lot 26 ' : ,. 6.0 BPG 106.5 18.3- 95, 112.0 310 7-31-03 Lot 30 4.0 BPG I 108.0 I 5.0 96 112.0 311 7-31-03 I Lot 30 2.0 BPG I . 104.0 7.2 I 93 112.0 312 7-31-03 Lot 28 5.0 BPG 1 105.5 13.8 94 112.0 313 7-31-03 Lot 28 3.0 BPG 101.7 11:6 I 91 112.0 314 7-31-03 ' Lot 26 5.0 BPG ` 102.7 5.6 92,. 112.0 315 7-31-03 I Lot 26 3.0 BPG I 100.4 I 6A 90 112.0 316 7-31-03 Lot 24 4.0 BPG 1111 103.3 16.4 92 112.0 317 7-31-03 Lot 24 2.0 BPG 100.8 11.7 90 112.0 318 7-31-03 Lot 22 - - 3.0 BPG 107.7 16.7 96 112.0 319 7-31-03 lot 22 1.0 BPG 104.2 I 14.0 93 112.0 320 8-01-03 I Lot 29 3.0 BPG 111.3 14.2 99 112.0 321 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 i 14.4 98' 112.0 323 8-01-03 Lot 20 3.0 BPG 108.7 16.4 i 97 112.0 324 8-04-03 Lot 2 2.0 BPG I 111.3 11.5 99 112.0 325 8-04-03 Lot 4 1.5 BPG 1 101.0 14.0 90 112.0 326 8-04-03 I Lot 6 2.5 BPG 104.7 ( 12.3 I 93 I 112.0 327 8-04-03 Lot 8 2.0 BPG 105.3 I 10.5 94 112.0 328 8-04-03 Lot I 3.0 BPG 103.8 11.7 93 .112.0 329 8-05-03 Lot 11 PG 105.6 6.0 94 112.0 330 8-05-03 Lot 12 PG I 100.8 7.3 90 112.0 331 8-05-03 Lot 13 PG 101.1 J 9.0 90 112.0 332 8-05-03 Lot 14 PG 107.5 12.5 96 112.0 333 8-05-03 Lot 15 PG 104.8 i 12.4 94 112.0 334 8-05-03 Lot 16 PG 102.2I 8.7 91 112.0., 335 8-05-03 Lot 5 PG 102.5 1) 112.0 336 337 8-05-03 8-05-03 Lot 6 Lot 7 PG 1 103.0I G'� / 2 U14. 338 8-05-03 Lot 8 PG I 102.4 ! � B1D. DING & q PG 106.0 AAFE De T pn I; FED OR ONSTRU/ TION DATE -_!_BY DATE: October 12, 2003 10 Sladden Enginceriug TEST RESULTS PROJECT NAME: Hideaway PROJECT NO: 522-2199 LOCATION: La Quinta, California REPORT NO: 03-10-647 Test No. Date Tested Location Elevation Dry Density In Place I % Moisture In Place Relative ' Compaction I Maximum Density - Building Pads " Area O - 339 8-06-03 Lot 9 PG ( 102.5 6.5 92 112.0 340 8-06-03 Lot 10 PG 106.6 - 7.2 95 112.0 341 8-06-03 Lot 4 PG. ' 104.8 7.3 94 112.0 342 8-06-03 Lot 3 PG 104.7 8.8 93 112.0 343 8-06-03 Lot 2 PG 107.7 12.4 96 112.0 344 8-06-03 Lot 1 PG 108.2 13.6 97 112.0 345 8-13-03 Lot 25s. PG ' 102:9 9.1 92 112.0 346 8-13-03 . Lot 24 - - PG, ' 105.5 8.9 94 112.0 347 8-13-03 Lot 23 PG 103.2 7.9 92 112.0 348 8-13-03 I Lot 22 PG 100.4 11.8 95 112.0 349 8-13-03 Lot 21 PG 104.5 9.3 93 112.0 350 8-13-03 ! Lot 20 PG 102.0 5.2 91 112.0 351 8-13-03 ` Lot 1999 , '. 110.9 8.6 99 112.0 352 8-13-03 Lot 18 PG 104.1- 10.7 93 112.0 353 8-13-03 Lot 17 PG 102.0 6.3 91 112.0 354 8-14-03 Lot 26 PG 104.7 15.7 94 112.0 355 8-14-03 Lot 27 - PG 111.4 8.7 99 112.0 356 8-14-03 Lot 28 PG " 104.5 8.0 93 112.0 357 8-15-03 Lot 30 PG 108.9 9.7 97 112.0 358 8-15-03 Lot 29 PG 104.0 10.2 93 112.0 359 8-18-03 Lot 37 3.0 BPG 107.5 10.6 96 112.0 360 8-18-03 Lot.45 3.0 BPG 107.1 10.0 96 112.0 361 8-18-03 Lot 43 3.0 BPG 103.S' 9.5 93 112.0 362 8-18-03 Lot 413.0 BPG 1022 .10.9 ' 91 112.0 363 8-18-03 Lot 39 3.0 BPG 110:4 14.3 99 112.0 Area e 364 8-06-03 Lot 35 = 4.0 BPG 102.6 7.3 92 112.0 365. 8-06-03 Lot 35 2.0 BPG) 103.5 - 10.5 92 112.0 366 8-06-03 Lot 34 3.0 BPG ' 100.81 112.0 367 368 8-06-03 8-06-03 Lot 34 Lot 36 1.5 BPG 3.5 BPG 101.5 104.0 C1 OF 19A n vl 369 8-06-03 Lot 36 2.0 BPG 101.8 BU INU &43 SAFE 370 8-06-03 Lot 33 3.5 BPG 101.6 AP R OV 371 8-06-03 Lot 33 1.5 BPG 103.2 I 118®R ONS�UCtV2. 372 8-06-03 " Lot 32 3.0 BPG 102.3 11.5 91373 8-06-03 Lot 31 2.0 BPG 101.3 �DATL 2.4 t; -- DATE: October 12, 2003 11 Sladden Engineering TEST RESULTS PROJECT NAME: Hideaway PROJECT NO: 522-2199 LOCATION: La Quinta, California REPORT NO: 03-10-647 Test No. Date Tested Location Elevation Dry Density %Moisture Relative Maximum'. In Place i In Place Compaction Density Building Pads Area P 374. 8-27-03 Lot 41: PG I 104.2 9.0- 93 112.0 375 8-27-03 Lot 42 ' PG 105.7 13.9 I 94 112.0 376 8-27-03 Lot 43 PG" 103.0 9.8 92 112.0 377 8-27-03 Lot 44. PG 102.8 6.7 92 . I 112.0 378 8-27-03- I Lot 45 - PG 104.3 _ 8.1 93 . 112.0 379 8-27-03 J Lot 46 - PG' I 103.9 10.2 I 93 112.0 380 '8-29-03 Lot 39 PG j T106.5, 7.5 I 95 112.0 381 8-29-03 Lot 40 _ PG 104:3 7.9 93 112.0 382 8-29-03 Lot 47 PG 1 102.8 - 6.4 92 112.0 383 8-29-03 I Lot 48" PG 105.5. 5.4 - 94 112.0 384 8-29-03 ( Lot 49 . PG 101.7 --6.3 91 112.0 385 8-29-03 Lot 50 PG 103.9 9.3 93 112.0 386 8-29-03 ( Lot 51 PG 111.2 9.1 99 112.0 387 8-29-03- Lot 52 y ..PG 111.4 12.5 99 112.0 388 8-29-03 1 Lot 53 ` PG 110.7 I -11.6 99 112.0 389 8-29-03 Lot 54 PG 104.9 6.2 94 . 112.0 PG 390 8-29-03 Lot 55 j10 2 . ,. _.8 � , 5.6 I 92 112.0 ( BPG Below -Pad Grade j I PG' - • Pad Grade i I CITy OF E3UILDINAPP &SAF$IV DEP A l F�® OR -ONSTRU �D ON DATE 1 BY DATE: October 12, 2003 12 Sledden Engineering