Loading...
HomeMy WebLinkAboutCT 03-02; CARLSBAD RANCH PA 5; SOILS COMPACTION REPORT; 2009-06-12MT.G IL SOILS COMPACTION REPORT Carlsbad Ranch Resort & Hotel-Phase I Carlsbad, CA Prepared For: Grand Pacific Carlsbad, L.P. 5900 Pasteur Court, Suite 200 Carlsbad, CA 92008 Prepared By: MTGL, Inc. 6295 Ferris Square, Suite C San Diego, California 92121 Project No. 1916-AOl Log No. 09-455 June 12, 2009 Mr. Bruce Zelenka Grand Pacific Carlsbad, L.P. 5900 Pasteur Court, Suite 200 Carlsbad, CA 92008 Subject: Report of Soils Compaction Testing Project: Carlsbad Ranch Resort & Hotel - Phase I Carlsbad, California Project No. CT 03-02, Drawing No. 428-9A Project No. 1916-AO1 Log No. 09-455 Dear Mr. Zelenka: As requested, we are providing this soils compaction report summarizing all the density tests results for the Carlsbad Ranch Resort and Hotel, Phase I. This report includes all compaction test results performed between August 28, 2006 and February 19, 2008 for the backfill of underground utilities, pavement and flatwork subgrades, pavement structural section, backfill of retaining wall and some fine grading. A professional soil technician was provided whenever requested or scheduled by the representative of Hazard Construction, Inc. Laboratory Testing Representative sample of the different types of 'fill soil was obtained for laboratory testing consisting of maximum dry density & optimum moisture content. In addition, laboratory check point was occasionally verified for the fill soils at the time of our testing. Also, representative sample of the base material and asphalt concrete were obtained. Results of laboratory testing are summarized on Table 1. Compaction Testing The professional soil technicians have performed compaction testing in areas where requested by the contractor. Test procedures based upon ASTM D6938 was used for field density testing of the soil/aggregate base density and moisture content, and ASTM D2950 was used for field density of asphalt concrete. Field density testing was performed at random locations and elevations. Geo technical Engineering Construction, Inspection Materials Testing Environmental Office Locations Orange County Corporate Branch: , I 2992 E. La Palma Avenue Suite A Anaheim, CA 92806 Tel: 714632.2999 Fax: 714632.2974 San Diego IImperial county 6295 Ferrs Square Suite C I San Diego CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 I nland Empire 14467 Meridian Parkway Building 2 I: Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 I India 44917 Golf Center Parkway Suite 1 IIndio, CA 92201 Tel: 760.342.4677 Fax: 760.342.4525 I DC/LA/Inland Empire Dispatch I 800.491.2990 San Diego Iispatch 888.844.5060 www.mtglinc.com I I' Carlsbad Ranch Resort & Hotel Project No. 1916-AOl Page 2 Log No. 09-455 I, Results of field density tests generally conform with the requirements of the plans and I specification as follows: I . Minimum 90 percent for fill, subgrade for sidewalk/flatwork, curb and gutter Minimum 95 percent for the upper 12 inches of subgrade under asphalt pavement Minimum 95 percent for base material . Minimum 95 percent for asphalt concrete driveway Minimum 90 percent for asphalt concrete on walkway Result of all field compaction tests are presented on Table 2. Additionally, plans showing approximate location of the field density tests are included in this report. I Conclusion Our work is considered to be in accordance with the usual standards of the profession and I . with local practice. In addition, no representations are made as to the quality or extent of compacted materials not observed by our soil technician. I If there are any questions, please do not hesitate to contact us. I Respectfully submitted, MTGL, Inc. Senior Engineer No i RCE 57217, Exp. 12/31/09 CIVIL . I 0 •0• I' I 0 TABLE 1 LABORATORY COMPACTION TEST RESULTS TABLE 1 LABORATORY COMPACTION TEST RESULTS Lab No. Description Dry Density PCF Optimum Moisture, % (06) 0574 Orange-Brown Silty Sand 122.0 11.5 0588 Light Grey Fine Silty Sand 101.5 17.0 0589 Brown Fine Silty Sand 119.5 10.0 0590 Mixed Light Grey and Brown Fine Silty Sand 111.0 11.0 0591 Red-Brown Clayey Sand 131.5 9.0 0768 Yellow-Brown Silty Sand 116.5 12.9 0850 Red-Brown Silty Sand w/ Clay 114.5 13.5 0851 Light Brown Silty Fine Sand 111.0 13.5 (07)0074 Red-Brown Silty Clayey Sand 128.5 9.5 0083 Crushed Miscellaneous Base 122.5 11.5 0174 Orange-Brown Silty Sand 122.0 11.0 0175 Class II Aggregate Base 133.5 7.5 0190 Red-Brown Silty Sand 126.5 10.0 0312 Red-Brown Silty Sand 125.0 11.0 0333 Class II Aggregate Base 131.5 7.5 424 1/2-inch Asphalt Concrete 148.4 - 639 Class II Aggregate Base 137.0 6.5 664 1/2-inch Asphalt Concrete 149.4 - 671 3/4-inch Asphalt Concrete 148.9 - 686 Brown Sand Silty Clay 109.0 13.0 805 Crushed Miscellaneous Base 125.0 9.0 806 3/4-inch Asphalt Concrete 149.2 - 1079 Class II Aggregate Base 135.5 6.0 1116 Crushed Miscellaneous Base 120.0 11.5 1129 3/4-inch Asphalt Concrete 148.0 - (08) 54 1/2-inch Asphalt Concrete 148.0 - 86 1/2-inch Asphalt Concrete 148.5 - H TABLE2 FIELD DENSITY TEST RESULTS LEGEND FG - Finish Grade ARB - Above Rock Bedding BFG - Below Finish Grade TOW - Top of Wall 1001,- Approximate Location of Field Density Test 11 1 C, Table 2- Field Density Test Results Test # Date Location Depth! Elev. (Ft.) Field Moisture Content (%) Field Dry Density (pcf) Lab # Relative Comp. (%) Remarks 1 8/28/06 8" Sewer Sta. 32+15 202 11.2 113.7 0589 95 2 8/28/06 8" Sewer Sta. 32+00 203 10.8 115.7 0589 97 3 8/28/06 8" Sewer Sta. 32+50 203 11.0 114.3 0589 96 4 8/28/06 8" Sewer Sta. 31+75 204 10.4 115.6 0589 97 5 8/28/06 8" Sewer Sta. 31+25 205 11.5 113.6 0589 95 6 8/28/06 8" Sewer Sta. 31+50 205 11.1 115.6 0589 97 7 8/28/06 8" Sewer Sta. 3 1+00 206 10.9 114.7 0589 96 8 8/28/06 8" Sewer Sta. 32+15 203 11.6 114.8 0589 96 9 8/28/06 8" Sewer Sta. 32+00 204 10.6 115.6 0589 97 10 8/28/06 8" Sewer Sta. 32+20 204 11.1 114.2 0589 95 11 8/28/06 8" Sewer Sta. 31+75 205 10.9 114.7 0589 96 12 8/28/06 8" Sewer Sta. 31+25 206 11.3 115.0 0589 96 13 8/28/06 8" Sewer Sta. 31+50 206 10.6 115.2 0589 96 14 8/28/06 8" Sewer Sta. 31+00 207 11.2 115.3 0589 97 15 8/29/06 8" Sewer Sta. 31+00 208 10.9 115.9 0589 97 16 8/29/06 8" Sewer Sta. 30+66 203 17.9 98.7 0589 97 17 8/29/06 8" Sewer Sta. 30+20 203 18.2 97.5 0588 96 18 8/29/06 8" Sewer Sta. 30+50 204 17.8 97.5 0588 96 19 8/29/06 8" Sewer Sta. 30+25 205 18.0 98.3 0588 97 20 8/29/06 8" Sewer Sta. 30+30 205 17.6 98.3 0588 97 21 8/29/06 8" Sewer Sta. 30+15 206 17.4 98.9 0588 97 22 8/29/06 8" Sewer Sta. 30+25 207 18.1 96.9 0588 96 23 8/29/06 8" Sewer Sta. 30+25 207 17.7 97.9 0588 96 24 8/29/06 8" Sewer Sta. 30+15 208 18.3 98.2 0588 97 25 8/29/06 8" Sewer Sta. 30+66 205 17.4 97.9 0588 96 26 8/29/06 8" Sewer Sta. 30+66 505 18.0 98.1 0588 97 27 8/29/06 8" Sewer Sta. 30+50 206 17.3 97.7 0588 96 28 Not Used 29 8/30/06 8" Sewer Sta. 27+61 206 10.3 125.4 0591 95 30 8/30/06 8" Sewer Sta. 27+45 207 9.8 128.1 0591 97 31 8/30/06 8" Sewer Sta. 27+25 207 10.1 126.4 0591 96 32 8/30/06 8" Sewer Sta. 27+45 208 9.5 126.8 0591 96 33 8/30/06 8" Sewer Sta. 27+50 209 9.9 127.5 0591 97 34 8/30/06 8" Sewer Sta. 27+15 209 9.2 127.3 0591 97 35 8/30/06 8" Sewer Sta. 27+00 210 10.0 126.0 0591 96 36 8/30/06 8" Sewer Sta. 27+60 211 9.5 126.0 0591 96 37 8/30/06 8" Sewer Sta. 27+65 211 10.4 126.9 0591 97 Test # Date Location Depth! Elev. (Ft.) Field Moisture Content (%) Field Dry Density (pcf) Lab # Relative Comp. Remarks 8" Sewer Sta. 27+45 (%) 8/30/06 212 9.8 126.2 0591 8" Sewer Sta. 27+25 96 8/30/06 213 10.2 126.5 0591 F 8" Sewer Sta. 27+50 96 8/30/06 213 10.6 127.0 0591 8"SewerSta.27i-15 97 8/30/06 214 9.6 127.0 0591 1 8" Sewer Sta. 27+00 97 8/30/06 215 10.1 126.2 1 0591 96 43 8/30/06 8" Sewer Sta. 27+45 216 9.2 126.0 0591 96 44 8/30/06 8" Sewer Sta. 27+45 216 10.2 126.3 0591 96 45 8/30/06 8" Sewer Sta. 27+00 217 9.6 125.8 0591 95 46 8/31/06 8" Sewer Sta. 24+20 207 10.6 127.1 0591 97 47 8/31/06 8" Sewer Sta. 24+45 208 9.8 126.2 0591 96 48 8/31/06 8" Sewer Sta. 24+45 208 10.2 127.1 0591 97 49 8/31/06 8" Sewer Sta. 24+75 209 9.4 127.2 0591 97 50 8/31/06 8" Sewer Sta. 25+00 210 9.9 126.5 0591 96 51 8/31/06 8" Sewer Sta. 25+10 210 10.4 127.1 0591 97 52 8/31/06 8" Sewer Sta. 25+15 211 10.7 126.9 0591 96 53 8/31/06 8" Sewer Sta. 25+45 212 9.3 125.9 0591 96 54 8/31/06 8" Sewer Sta. 25+55 213 10.7 127.2 0591 97 55 8/31/06 8" Sewer Sta. 26+00 213 9.9 125.9 0591 96 56 8/31/06 8" Sewer Sta. 26+25 214 9.1 126.4 0591 96 57 8/31/06 8" Sewer Sta. 26+50 215 9.6 127.4 0591 97 58 8/31/06 8" Sewer Sta. 26+75 215 9.4 126.2 0591 96 59 8/31/06 8" Sewer Sta. 27+00 216 9.2 126.2 0591 96 60 8/31/06 8" Sewer Sta. 26+50 217 10.2 127.8 0591 97 61 8/31/06 8" Sewer Sta. 26+00 218 9.4 126.3 0591 96 62 8/31/06 8" Sewer Sta. 25+50 218 9.8 126.8 0591 96 63 9/1/06 8" Sewer Sta. 30+00 204 17.3 95.9 0588 95 64 9/1/06 8" Sewer Sta. 29+75 205 18.0 98.1 0588 97 65 9/1/06 8" Sewer Sta. 29+75 205 17.7 97.1 0588 96 66 9/1/06 8" Sewer Sta. 29+50 206 17.3 98.9 0588 97 67 9/1/06 8" Sewer Sta. 29+25 207 18.1 97.2 0588 96 68 9/1/06 8" Sewer Sta. 29+50 207 17.2 96.3 0588 95 69 9/1/06 8" Sewer Sta. 29+00 208 17.9 97.7 0588 96 70 9/1/06 8" Sewer Sta. 28+75 209 18.1 98.1 0588 97 71 9/1/06 8" Sewer Sta. 28+75 209 17.0 96.2 0588 95 72 9/1/06 8" Sewer Sta. 28+50 210 17.9 97.7 0588 96 73 9/1/06 8" Sewer Sta. 28+25 211 17.5 97.7 0588 96 74 9/1/06 8" Sewer Sta. 28+50 211 17.7 97.0 0588 95 Test # Date Location Depth! Elev. (Ft.) Field Moisture Content (%) Field Dry Density (pcf) Lab # Relative Comp. (%) Remarks 75 9/1/06 8" Sewer Sta. 28+00 212 17.2 97.1 0588 95 76 9/1/06 8" Sewer Sta. 27+75 212 17.1 96.4 0588 95 77 9/1/06 8" Sewer Sta. 27+75 212 17.9 97.4 0588 96 78 9/1/06 8" Sewer Sta. 27+61 210 18.1 96.2 0588 95 79 9/6/06 8" Sewer Sta. 4+10 185 10.7 109.6 0590 98 80 9/6/06 8" Sewer Sta. 4+40 187 11.4 113.3 0589 95 81 9/6/06 8" Sewer Sta. 5+25 185 10.9 116.9 0589 98 82 9/6/06 8" Sewer Sta. 5+73 186 11.9 117.7 0589 98 83 9/6/06 8" Sewer Sta. 6+25 189 10.1 118.2 0589 99 84 9/6/06 8" Sewer Sta. 6+60 190.5 10.9 115.8 0589 97 85 9/6/06 8" Sewer Sta. 6+50 193.5 11.2 117.4 0589 98 86 9/6/06 UG Garage Subgrade S FG 9.6 107.4 0590 96 87 9/6/06 UG Garage Subgrade S FG 9.3 108.2 0590 97 88 9/6/06 UG Garage Subgrade S FG 10.0 126.0 0591 96 89 9/6/06 UG Garage Subgrade S FG 9.5 116.9 0589 97 90 1 9/6/06 UG Garage Subgrade N FG 9.7 116.9 0589 97 91 9/6/06 UG Garage Subgrade N FG 10.1 110.6 0590 99 92 9/6/06 UG Garage Subgrade N FG 9.5 115.5 0589 96 93 9/6/06 UG Garage Subgrade N FG 9.1 114.5 0589 95 94 9/7/06 8" Sewer Sta. 6+45 FG 9.9 114.2 0589 96 95 9/7/06 8" Sewer Sta. 6+00 FG 9.4 116.1 0589 97 96 9/7/06 8" Sewer Sta. 5+25 FG 8.2 117.9 0589 98 97 9/7/06 8" Sewer Sta. 4+50 FG 9.4 113.8 0589 95 98 9/7/06 8" Sewer Sta. 8+50 199 9.7 115.5 0589 97 99 9/7/06 8" Sewer Sta. 7+75 196 11.0 115.6 0589 97 100 9/7/06 8" Sewer Sta. 7+50 195 10.1 113.7 0589 95 101 9/7/06 8" Sewer Sta. 7+60 197 10.3 115.6 0589 97 102 9/7/06 8" Sewer Sta. 8+10 199 9.5 118.1 0589 99 103 9/7/06 8" Sewer Sta. 8+45 202 10.7 115.7 0589 97 104 9/7/06 8" Sewer Sta. 8+75 202 10.0 114.6 0589 96 105 9/7/06 8" Sewer Sta. 9+25 203 10.3 118.6 0589 99 106 9/7/06 8" Sewer Sta. 9+70 203 10.6 116.9 0589 98 107 9/7/06 8" Sewer Sta. 10+05 204 10.0 113.9 0589 95 108 9/7/06 8" Sewer Sta. 9+35 205 9.7 117.5 0589 98 109 9/7/06 8" Sewer Sta. 9+80 205 9.9 113.6 0589 95 110 9/7/06 8" Sewer Sta. 11+05 211 10.3 113.7 0589 95 111 9/7/06 8" Sewer Sta. 11 +60 213 9.8 117.7 0589 98 Test # Date Location Depth/ Elev. (Ft.) Field Moisture Content (%) Field Dry Density (pcf) Lab # Relative Comp. (%) Remarks 112 9/7/06 8" Sewer Sta. 10+75 213 9.6 118.6 0589 99 113 9/7/06 8" Sewer Sta. 11+45 214 9.7 113.7 0589 95 114 9/7/06 8" Sewer Sta. 12+05 216 10.3 115.1 0589 96 115 9/7/06 8" Sewer Sta. 12+45 215 11.8 116.8 0589 97 116 9/7/06 8" Sewer Sta. 12+70 217 10.9 115.3 0589 97 117 9/8/06 8" Sewer Sta. 12+58 218 10.0 119.1 0589 99 118 9/8/06 8" Sewer Sta. 7+50 FG 9.2 119.8 0589 99 119 9/8/06 8" Sewer Sta. 7+90 FG 10.8 118.1 0589 99 120 9/8/06 8" Sewer Sta. 8+50 FG 9.5 113.8 0589 95 121 9/8/06 8" Sewer Sta. 9+00 FG 10.7 113.3 0589 95 122 9/8/06 8" Sewer Sta. 9+50 FG 9.9 113.6 0589 95 123 9/8/06 8" Sewer Sta. 10+40 FG 9.1 115.0 0589 96 124 9/8/06 8" Sewer Sta. 11+00 FG 9.6 117.8 0589 98 125 9/8/06 8" Sewer Sta. 11+50 FG 9.5 113.7 0589 95 126 9/8/06 8" Sewer MHSta. 12+84 218 11.7 119.9 0589 99 127 9/8/06 8" Sewer MH Sta. 12+84 220 11.2 118.9 0589 99 128 9/8/06 8" Sewer MH Sta. 12+84 FG 12.2 119.1 0589 99 129 9/8/06 8" Sewer MIT Sta. 12+84 FG 12.0 118.2 0589 99 130 9/8/06 8" Sewer MR Sta. 12+84 FG 10.5 117.6 0589 98 131 9/8/06 8" Sewer MHSta. 10+22 210 9.1 114.4 0589 96 132 9/8/06 8" Sewer MH Sta. 10+22 210 9.4 113.1 0589 95 133 9/8/06 8" Sewer MHSta. 10+22 210 9.6 113.6 0589 95 134 9/8/06 8" Sewer MHSta. 10+22 FG 10.1 119.4 0589 99 135 9/8/06 8" Sewer MR Sta. 10+22 FG 9.3 115.0 0589 96 136 9/8/06 8" Sewer MIT Sta. 10+22 FG 9.5 116.3 0589 97 137 9/11/06 8" Sewer MH Sta. 24+13 219 12.1 104.9 0590 95 138 9/11/06 8" Sewer MH Sta. 24-+-13 219 11.8 108.4 0590 98 139 9/11/06 8" Sewer MR Sta. 24+13 221 12.3 117.5 0589 98 140 9/11/06 8" Sewer MH Sta. 24+13 221 12.2 118.5 0589 99 141 9/11/06 8" Sewer MH Sta. 24+13 221 11.6 118.7 0589 99 142 9/11/06 8" Sewer MH Sta. 24+13 223 12.8 114.3 0589 96 143 9/11/06 8" Sewer MH Sta. 24+13 223 11.7 113.7 0589 95 144 9/12/06 8" Sewer Sta. 22+80 220 11.5 118.2 0589 99 145 9/12/06 8" Sewer Sta. 23+20 222 11.3 115.5 0589 98 146 9/12/06 8" Sewer Sta. 23+60 223 11.9 109.4 0590 98 147 1 9/12/06 8" Sewer Sta. 24+00 222 12.3 106.3 0590 96 148 1 9/12/06 8" Sewer Sta. 23+50 224 9.5 115.1 0589 96 Test # Date Location Depth! Elev. (Ft.) Field Moisture Content (%) Field Dry Density (pcf) Lab # Relative Comp. (%) Remarks 149 9/12/06 8" Sewer Sta. 23+O0 224 10.9 113.5 0589 95 150 9/13/06 6" Sewer Lat Sta. 12+79.97 221 9.7 110.9 0590 99 151 9/13/06 6" Sewer Lat Sta. 12+79-97 217 10.5 109.2 0590 1 98 152 9/13/06 6" Sewer Lat Sta. 12+79.97 FG 11.9 108.0 0590 97 153 9/13/06 6" Sewer Lat Sta. 10+09.59 212 10.6 105.4 0590 95 154 9/13/06 6" Sewer Lat Sta. 10+09.59 FG 10.7 108.3 0590 97 155 9/13/06 6" Sewer Lat Sta. 4+74.72 188 10.0 111.0 0590 99 156 9/13/06 6" Sewer Lat Sta. 4+74.72 FG 10.2 110.3 0590 99 157 9/13/06 6" Sewer Lat Sta. 3+70.88 184 10.3 109.7 0590 98 158 9/13/06 6" Sewer Lat Sta. 3+70.88 FG 11.1 106.8 0590 96 159 9/14/06 8" Sewer Sta. 22+50 216 11.2 109.6 0590 98 160 9/14/06 8" Sewer Sta. 22+55 220 11.1 109.9 0590 99 161 9/14/06 8" Sewer Sta. 22+40 223 10.0 108.5 0590 97 162 9/14/06 8" Sewer Sta. 22+45 FG 11.0 110.8 0590 99 163 9/14/06 8" Sewer Sta. 22+75 218 9.0 116.5 0589 97 164 9/14/06 8" Sewer Sta. 22+80 220 10.0 113.5 0589 95 165 9/14/06 8" Sewer Sta. 22+90 222 1 9.1 116.2 0589 97 166 1 9/15/06 8" Sewer Sta. 23+00 FG 9.4 117.9 0589 98 167 9/15/06 8" Sewer Sta. 22+15 224 11.3 105.6 0590 95 168 9/15/06 8" Sewer Sta. 22+25 227 11.2 108.2 0590 98 169 9/15/06 8" Sewer Sta. 22+35 FG 10.0 106.6 0590 96 170 9/15/06 8" Sewer Sta. 21+25 225 11.3 113.2 0589 95 171 9/15/06 8" Sewer Sta. 21+60 228 10.4 114.5 0589 96 172 9/15/06 8" Sewer Sta. 21+80 FG 10.8 113.5 0589 95 173 9/15/06 8" Sewer Sta. 2 1+00 223 11.4 107.7 0590 97 174 1 9/15/06 8" Sewer Sta. 21+20 227 10.5 110.1 0590 99 175 9/15/06 8" Sewer Sta. 21+35 FG 10.9 111.2 0590 99 176 9/15/06 8" Sewer Sta. 20+50 224 11.9 114.6 0589 96 177 9/15/06 8" Sewer Sta. 20+75 227 10.3 115.2 0589 97 178 1 9/15/06 8" Sewer Sta. 20+60 229 10.9 117.1 0589 98 179 9/15/06 8" Sewer Sta. 20+65 FG 11.8 116.5 0589 97 180 9/19/06 6" Sewer Lat Sta. 22+36.38 227 12.4 109.7 0590 98 181 9/19/06 6" Sewer Lat Sta. 22+36.38 230 12.9 108.6 0590 98 182 9/19/06 6" Sewer Lat Sta. 22+36.38 226 13.1 108.5 0590 98 183 9/19/06 6" Sewer Lat Sta. 22+36.38 229 13.6 106.4 0590 96 184 9/19/06 6" Sewer Lat Sta. 22+36.38 227 12.8 108.5 0590 98 185 9/19/06 6" Sewer Lat Sta. 22+36.38 229 11.4 105.8 0590 95 Test # Date Location Depth/ Elev. (Ft.) Field Moisture Content (%) Field Dry Density (pcf) Lab # Relative Comp. (%) Remarks 186 9/19/06 6" Sewer Lat Sta. 22+36.38 FG 12.5 106.2 0590 96 187 9/19/06 6" Sewer Lat Sta. 26+00.81 212 12.2 107.1 0590 96 188 9/19/06 6" Sewer Lat Sta. 26+00.81 215 12.7 110.1 0590 99 189 9/19/06 6" Sewer Lat Sta. 26+00.81 214 13.3 109.0 0590 98 190 9/19/06 6" Sewer Lat Sta. 26+00.81 217 12.0 110.7 0590 99 191 9/19/06 6" Sewer Lat Sta. 26+00.81 FG 12.7 111.1 0590 99 192 9/21/06 6" Sewer Lat Sta. 18+48.29 227 10.9 109.3 0590 98 193 9/21/06 6" Sewer Lat Sta. 18+58 225 11.1 110.3 0590 99 194 9/21/06 6" Sewer Lat Sta. 18+58 227 12.1 108.0 0590 97 195 9/21/06 8" Sewer Sta. 18+54 225 11.5 111.1 0590 99 196 9/21/06 8" Sewer Sta. 18+60 227 11.4 109.4 0590 98 197 9/21/06 8" Sewer Sta. 18+70 FG 12.1 109.2 0590 98 198 9/21/06 18" SD Sta. 3+60 2' ARB 15.5 100.9 0588 99 199 9/21/06 18" SD Sta. 3+60 3' ARB 15.9 101.4 0588 99 200 9/21/06 18" SD Sta. 4+00 2'ARB 16.3 101.0 0588 99 201 9/21/06 18" SD Sta. 4+00 4' ARB 16.0 100.1 0588 99 202 9/21/06 18" SD Sta. 4+25 2' ARB 15.5 99.6 0588 98 203 9/21/06 18" SD Sta. 4+50 3' ARB 15.9 98.6 0588 97 204 9/21/06 18" SD Sta. 4+50 4' ARB 16.6 98.1 0588 96 205 9/21/06 18" SD Sta. 5+00 2' ARB 14.9 100.4 0588 98 206 9/21/06 18" SD Sta. 5+15 4' ARB 15.4 101.4 0588 99 207 9/21/06 18" SD Sta. 5+35 4' ARB 14.7 100.9 0588 99 208 9/21/06 18" SD Sta. 5+75 3' ARB 18.4 96.2 0588 94 209 9/21/06 18" SD Sta. 5+85 5' ARB 18.9 94.2 0588 93 210 9/21/06 18" SD Sta. 6+00 3' ARB 19.0 93.5 0588 92 211 9/21/06 18" SD Sta. 6+15 5'ARS 19.3 94.4 0588 93 212 9/21/06 18" SD Sta. 6+25 3' ARB 16.2 92.4 0588 91 213 9/21/06 18" SD Sta. 6+40 5' ARB 15.7 93.9 0588 92 214 9/21/06 18" SD Sta. 6+70 3'ARB 18.2 92.8 0588 91 215 9/21/06 18" SD Sta. 6+90 Y ARB 17.5 94.6 0588 93 216 9/21/06 18" SD Sta. 7+00 7' ARB 18.0 94.8 0588 93 217 9/21/06 18" SD Sta. 7+40 4' ARB 16.1 96.0 0588 94 218 9/21/06 18" SD Sta. 7+50 7'ARB 15.7 97.2 0588 96 219 9/22/06 12" SD Lat Sta. 3+49.72 3'ARB 14.2 93.9 0588 93 220 9/22/06 12" SD Lat Sta. 3+49.72 4' ARB 15.1 92.8 0588 91 221 9/22/06 12" SD Lat Sta. 3+49.72 5' ARB 16.8 92.0 0588 91 222 9/22/06 18" SD Sta. 10+70 5' ARB 13.3 104.2 0590 94 Test # Date Location Depth/ Elev. (Ft.) Field Moisture Content (To) Field Dry Density (pcf) Lab # Relative Comp. (%) Remarks 223 9/22/06 18" SD Sta. 10+70 T ARB 13.0 103.6 0590 93 224 9/22/06 18" SD Sta. 10+75 7' ARB 13.8 104.3 0590 94 225 9/22/06 18" SD Sta. 10+85 5'ARB 11.9 113.3 0589 95 226 9/22/06 18" SD Sta. 10+90 5' ARB 11.0 114.6 0589 96 227 9/22/06 18" SD Sta. 10+95 7' ARB 11.4 115.4 0589 96 228 9/22/06 18" SD Sta. 11+00 5' ARB 11.1 108.9 0589 91 229 9/22/06 18" SD Sta. 11+10 7' ARB 12.5 107.0 0589 90 230 9/22/06 18" SD Sta. 11+25 7' ARB 11.9 108.5 0589 91 231 9/26/06 18" SD MH Sta. 6+53.5 4' BFG 13.0 93.3 0588 92 232 9/26/06 18" SD ME! Sta. 6+56 2' BFG 13.2 91.9 0588 91 233 9/26/06 18" SD ME Sta. 6+48 1' BFG 12.4 95.0 0588 93 234 9/26/06 18" SD Sta. 9+86 3' ARB 10.4 105.4 0590 95 235 9/26/06 18" SD Sta. 9+66 5' ARB 10.9 114.2 0589 96 236 9/26/06 18" SD Sta. 9+46 6' ARB 13.6 107.8 0589 90 237 9/28/06 Drainage Ditch West 173.5 8.5 112.9 0589 94 238 9/28/06 Drainage Ditch West 173.5 8.6 113.3 0589 95 239 9/28/06 Drainage Ditch West 173.5 9.7 112.3 0589 94 240 9/28/06 Drainage Ditch West 174.5 9.4 118.7 0591 90 241 9/28/06 Drainage Ditch West 175.5 9.3 119.4 0591 91 242 9/28/06 Drainage Ditch West 175.5 8.6 123.0 0591 94 243 9/28/06 Drainage Ditch West 176.5 8.7 122.9 0591 93 244 9/28/06 Drainage Ditch West 176.5 9.1 123.4 0591 94 245 9/28/06 Drainage Ditch West 176.5 8.3 120.9 0591 92 246 9/29/06 Temp. Fire Access Rd. FG 8.5 110.2 0589 92 247 9/29/06 Temp. Fire Access Rd. FG 12.1 101.3 0590 91 248 9/29/06 Temp. Fire Access Rd. FG 13.1 96.4 0588 95 249 9/29/06 Temp. Fire Access Rd. FG 14.4 99.1 0588 98 250 9/29/06 Temp. Fire Access Rd. FG 9.6 103.1 0590 92 251 9/29/06 Temp. Fire Access Rd. FG 10.6 107.5 0590 96 252 9/29/06 Temp. Fire Access Rd. FG 10.0 107.1 0590 96 253 10/3/06 12" SD Sta. 3+75 2'ARB 11.2 117.6 0589 98 254 10/3/06 12" SD Sta. 3+00 2'ARB 11.5 116.8 0589 97 255 10/3/06 12" SD Sta. 3+50 FG 10.9 115.8 0589 97 256 10/3/06 18" SD Sta. 2+25 3' ARB 9.5 108.8 0589 91 257 10/3/06 18" SD Sta. 1+50 3' ARB 9.1 108.5 0589 91 258 10/3/06 18" SD Sta. 1+75 FG 10.7 107.1 0589 90 259 10/5/06 12" SD Sta. 2+75 3' ARB 11.5 106.8 0589 90 Test # Date Location Depth/ Elev. (Ft.) Field Moisture Content (%) Field Dry Density (pcf) Lab # Relative Comp. (%) Remarks 260 10/5/06 12" SD Sta. 2+50 ' ARB 11.8 108.4 0589 91 261 10/5/06 12" SD Sta. 2+60 FG 12.3 110.2 0589 93 262 10/5/06 12" SD Sta. 2+43.12 FG 9.5 108.1 0589 91 263 10/5/06 12" SD Sta. 2+43.12 FG 11.6 107.0 0589 90 264 10/9/06 SD Line "D" 196 10.9 110.3 0589 92 265 10/9/06 SD Line "D" 193 11.3 108.5 0589 91 266 10/9/06 SD Line "D" 187 10.8 109.7 0589 92 267 10/9/06 SD Line "D" 183 11.5 110.6 0589 93 268 10/9/06 SD Line "D" 180 10.3 111.3 0589 93 269 10/9/06 SD Line "D" 176 11.7 109.2 0589 91 270 10/9/06 SD Line "D" 172 11.0 107.9 0589 90 271 10/9/06 SD Line "D" Sta. 1+15 4' BFG 9.6 119.7 0589 91 272 10/9/06 SD Line "D" Sta. 1+50 3' BFG 9.2 119.9 0591 91 273 10/9/06 SD Line "D" Sta. 1+75 4' BFG 8.7 119.2 0591 90 274 10/9/06 SD Line "D" Sta. 2+15 3' BFG 9.5 118.9 0591 90 275 10/9/06 SD Line "D" Sta. 2+50 2' BFG 9.3 119.9 0591 91 276 10/9/06 SD Line "D" Sta. 2+75 1' BFG 9.0 119.1 0591 90 277 10/9/06 SD Line "D" Sta. 3+00 FG 9.4 119.3 0591 91 278 10/10/06 SD Line "A" 3' BFG 10.2 120.3 0591 92 279 10/10/06 SD Line "A" 2' BFG 9.8 119.5 0591 90 280 10/10/06 SD Line "A" 1'BFG 10.6 118.4 0591 90 281 10/10/06 SD Line "A" 2' BFG 9.5 120.6 0591 92 282 10/10/06 SD Line "A" FG 10.0 119.4 0591 90 283 10/10/06 SD Line "A-7" 3' BFG 10.2 118.8 0591 90 284 10/10/06 SD Line "A-7" 2'BFG 10.8 119.2 0591 91 285 10/10/06 SD Line "A-7" 1'BFG 9.2 118.9 0591 90 286 10/10/06 SD Line "A-7" FG 10.0 119.6 0591 91 287 10/10/06 SD Line "A-7" 3' BFG 9.8 118.9 0591 90 288 10/10/06 SD Line "A-7" 2' BFG 9.4 119.9 0591 91 289 10/11/06 SD Line B-17 / B-18 Sta. 3+10 3' BFG 10.5 118.2 0591 90 290 10/11/06 SD Line B-17 / B-18 Sta. 3+45 2' BFG 9.2 118.9 0591 90 291 10/11/06 SD Line B-17/B-18 Sta. 3+65 FG 10.3 119.4 0591 91 292 10/11/06 SD Line B-17 I B-18 Sta. 3+75 1' BFG 9.9 118.4 0591 90 293 10/11/06 SD Line B-17 / B-18 Sta. 4+15 3' BFG 10.0 120.0 0591 91 294 10/11/06 SD Line B-17/B-18 Sta. 4+45 2' BFG 9.7 118.9 0591 90 295 10/11/06 SD Line B-17/B-l8 Sta. 4+60 FG 10.3 119.1 0591 91 296 10/12/06 SD Line A-1/A-2/A-7 4' BFG 10.2 120.6 0591 92 Test # Date Location Depth' Elev. (Ft.) Field Moisture Content (%) Field Dry Density (pcf) Lab # Relative Comp. (%) Remarks 297 10/12/06 SD Line A-1/A-2/A-7 3' BFG 9.4 119.0 0591 91 298 10/12/06 SD Line A-l/A-2/A-7 1'BFG 10.0 119.5 0591 91 299 10/12/06 SD Line A-1/A-2/A-7 FG 9.9 118.2 0591 90 300 10/12/06 SD Line A-1/A-2/A-7 2' BFG 9.6 119.3 0591 91 301 10/12/06 SD Line A-l/A-2/A-7 3' BFG 10.5 119.5 0591 91 302 10/12/06 SD Line A-1/A-2/A-7 1' BFG 10.4 120.1 0591 91 303 10/13/06 24"SD@HValleySta. 1+10 5' BFG 11.2 116.4 0589 97 304 10/13/06 24" SD @ HValley Sta. 1+25 4' BFG 10.9 115.2 0589 96 305 10/13/06 24" SD @ HValley Sta. 1+45 3' BFG 10.4 116.8 0589 97 306 10/13/06 24" SD @ HValley Sta. 1+60 1' BFG 11.5 114.9 0589 96 307 10/13/06 24" SD @ HValley Sta. 1+75 5' BFG 10.2 116.1 0589 97 308 10/13/06 24" SD @ HValley Sta. 1+50 3' BFG 11.4 115.4 0589 96 309 10/13/06 24" SD @ HValley Sta. 1+25 FG 10.6 115.7 0589 97 310 10/13/06 SD Line B-31 Sta. 1+25 3' BFG 10.2 120.8 0591 92 311 10/13/06 SD Line B-31 Sta. 1+50 2' BFG 9.5 121.4 0591 92 312 10/13/06 SD Line B-31 Sta. 2+00 1' BFG 9.2 120.4 0591 91 313 10/13/06 SD Line B-31 Sta. 2+25 FG 10.9 119.0 0591 90 314 10/13/06 SD Line B-31 Sta. 2+50 3' BFG 10.7 118.6 0591 90 315 10/13/06 SD Line B-31 Sta. 2+75 2' BFG 9.9 119.8 0591 91 316 10/13/06 SD Line B-31 Sta. 3+00 1' BFG 10.0 120.5 0591 92 317 10/13/06 SD Line B-31 Sta. 3+25 FG 10.2 119.1 0591 91 318 10/13/06 SD Line B-31 Sta. 3+50 3' BFG 9.5 119.1 0591 91 319 10/13/06 SD Line B-31 Sta. 3+75 1' BFG 9.9 119.1 0591 91 320 10/13/06 SD Line B-19 Sta. 4+75 3' BFG 11.0 120.3 0591 91 321 10/13/06 SD Line B- 19 Sta. 5+ 10 2'BFG 10.5 120.2 0591 91 322 10/13/06 SD Line B-19 Sta. 5+25 1' BFG 10.2 119.9 0591 91 323 10/13/06 SD Line B-19 Sta. 5+50 FG 9.9 120.5 0591 92 324 10/13/06 SD Line B-19 Sta. 5+75 3' BFG 9.8 120.9 0591 92 325 10/13/06 SD Line B-19 Sta. 6+00 2' BFG 10.5 121.3 0591 92 326 10/16/06 SD Line B-20fB31 Sta. 6+25 5' BFG 10.2 120.1 0591 91 327 10/16/06 SD Line B-20/B31 Sta. 6+50 4' BFG 9.5 119.5 0591 91 328 10/16/06 SD Line B-201B31 Sta. 6+75 3' BFG 9.9 119.7 0591 91 329 10/16/06 SD Line B-20fB31 Sta. 7+0O 2' BFG 10.0 119.8 0591 91 330 10/16/06 SD Line B-20/B31 Sta. 7+15 1' BFG 10.5 119.4 0591 90 331 10/16/06 SD Line B-20fB31 Sta. 7+50 PG 9.4 119.9 0591 91 332 10/16/06 SD Line B-20/B31 Sta. 7+75 4' BFG 9.2 119.2 0591 90 333 10/16/06 SD Line B-201B31 Sta. 7+90 2' BFG 9.4 121.5 0591 92 Test # Date Location Depthl Elev. (Ft.) Field Moisture Content (%) Field Dry Density (pcf) Lab # Relative Comp. (%) Remarks 334 10/17/06 SD Line B-31 Sta. 3+95 5'BFG 101 121.2 0591 92 335 10/17/06 SD Line B-31 Sta. 4+00 4' BFG 9.7 118.7 0591 90 336 10/17/06 SD Line B-31 Sta. 4+15 3'BFG 10.5 119.4 0591 91 337 10/17/06 SD Line B-31 Sta. 4+25 2' BFG 10.1 120.6 0591 92 338 10/17/06 SD Line B-31 Sta. 4+50 FG 9.5 121.5 0591 92 339 10/17/06 SD Line B-31 Sta. 4+75 4' BFG 10.6 118.6 0591 90 340 10/17/06 SD Line B-31 Sta. 5+00 2' BFG 9.4 122.0 0591 93 341 10/19/06 SD Line B-21 Sta. 8+00 4' BFG 10.2 126.6 0591 96 342 10/19/06 SD Line B-21 Sta. 8+15 3' BFG 9.8 126.5 0591 96 343 10/19/06 SD Line B-21 Sta. 8+25 2' BFG 10.0 127.5 0591 97 344 10/19/06 SD Line B-21 Sta. 8+50 1' BFG 9.5 125.7 0591 97 345 10/19/06 SD Line B-21 MH Sta. 3+50 4' BFG 10.1 118.3 0591 90 346 1 10/19/06 SD Line B-21 MH Sta. 3+50 2' BFG 9.4 118.6 0591 90 347 10/19/06 SD Line B-21 MH Sta. 3+50 FG 10.5 118.9 0591 90 348 10/23/06 SD Line B-21 Sta. 8+75 5' BFG 9.8 118.2 0591 90 349 10/23/06 SD Line B-21 Sta. 9+00 4' BFG 10.5 119.4 0591 91 350 10/23/06 SD Line B-21 Sta. 9+15 3' BFG 9.8 118.8 0591 90 351 10/23/06 SD Line B-21 Sta. 9+25 2' BFG 10.2 118.0 0591 90 352 10/23/06 SD Line B-21 Sta. 9+50 1' BFG 10.9 118.3 0591 90 353 10/23/06 SD Line B-21 Sta. 10+00 FG 9.6 120.9 0591 92 354 10/23/06 SD Line B-21 Sta. 10+15 4' BFG 10.2 120.9 0591 92 355 10/23/06 SD Line B-21 Sta. 10+25 2' BFG 10.2 119.5 0591 91 356 10/23/06 SD Line B-21 Sta. 10+50 FG 10.5 118.5 0591 90 357 10/23/06 SD Line B-21 MH Sta. 8+00 4' BFG 9.8 120.6 0591 92 358 10/23/06 SD Line B-21 MH Sta. 8+00 3' BFG 9.4 119.6 0591 91 359 10/23/06 SD Line B-21 MH Sta. 8+00 2' BFG 10.2 117.8 0591 90 360 10/23/06 SD Line B-21 MH Sta, 8+00 FG 9.7 120.3 0591 92 361 10/24/06 SD Line B-27 Sta. 7+00 4' BFG 13.2 101.8 0590 91 362 10/24/06 SD Line B-27 Sta. 6+75 3' BFG 12.9 102.7 0590 92 363 10/24/06 SD Line B-27 Sta. 6+50 2' BFG 13.0 102.8 0590 93 364 10/24/06 SD Line B-27 Sta. 6+25 1' BFG 12.5 120.0 0590 92 365 10/24/06 SD Line B-27 Sta. 6+15 FG 11.8 103.8 0590 93 366 10/24/06 SD Line B-27 Sta. 6+00 4' BFG 12.0 102.8 0590 93 367 10/24/06 SD Line B-27 Sta. 5+75 3' BFG 11.6 103.6 0590 93 368 10/24/06 SD Line B-27 Sta. 5+50 2' BFG 13.0 102.1 0590 92 369 10/24/06 SD Line B-27 Sta. 5+25 1' BFG 12.5 102.0 0590 91 370 10/24/06 SD Line B-27 Sta. 5+15 FG - 11.9 103.8 0590 93 Test # Date Location Depth! Elev. (Ft.) Field Moisture Content (%) Field Dry Density (pcf) Lab # Relative Comp. (%) Remarks 371 10/24/06 SD Line B-27 Sta. 5+00 4' BFG 13.2 102.3 0590 92 372 10/24/06 SD Line B-27 Sta. 4+65 2'BFG 12.9 101.9 0590 92 373 10/24/06 SD Line B-31 Sta. 4+66 1' BFG 11.5 103.0 0590 93 374 10/24/06 SD Line B-31 Sta. 4+67 FG 11.7 103.8 0590 94 375 10/24/06 SD Line B-31MB 3'BFG 12.6 109.9 0589 92 376 10/24/06 SD Line B-31MH 2'BFG 11.2 110.1 0589 92 377 10/24/06 SD Line B-31MH 1'BFG 12.4 114.1 0589 95 378 10/24/06 SD Line B-31MH FG 11.9 114.9 0589 96 379 10/25/06 SD Line B-35 Sta. 5+75 4' BFG 11.2 110.1 0589 92 380 10/25/06 SD Line B-35 Sta. 6+00 3'BFG 10.8 111.0 0589 93 381 10/25/06 SD Line B-35 Sta. 6+10 2'BFG 12.4 109.3 0589 91 382 10/25/06 SD Line B-35 Sta. 6+15 1' BFG 11.9 110.3 0589 92 383 10/25/06 SD Line B-35 Sta. 6+18 FG 11.4 111.5 0589 93 384 10/25/06 SD Line B-32 Sta. 5+35 2'BFG 10.9 111.6 0589 93 385 10/25/06 SD Line B-32 Sta. 5+50 FG 11.0 115.9 0589 97 386 10/25/06 SD Line B-25 Sta. 3+13 4'BFG 10.5 110.4 0589 92 387 10/25/06 SD Line B-25 Sta. 3+00 3'BFG 12.2 110.7 0589 93 388 10/25/06 SD Line B-25 Sta. 2+75 2'BFG 12.5 109.2 0589 91 389 10/25/06 SD Line B-25 Sta. 2+50 1' BFG 11.6 110.8 0589 93 390 10/25/06 SD Line B-25 Sta. 2+45 FG 10.9 111.8 0589 94 391 10/25/06 SD Line B-25 Sta. 2+25 2'BFG 11.2 109.9 0589 92 392 10/25/06 SD Line B-25 Sta. 2+15 FG 12.0 110.0 0589 92 393 10/25/06 SD Line B-22 Sta. 10+59 2'BFG 10.7 113.6 0589 95 394 10/25/06 SD Line B-22 Sta. 10+75 1' BFG 10.4 112.9 0589 95 395 10/25/06 SD Line B-22 Sta. 11+00 FG 10.5 113.3 0589 95 396 10/25/06 SD Line B-22 Sta. 11+15 1'BFG 10.6 112.9 0589 95 397 10/26/06 SD Line B-22/B-23 Sta. 11+25 3'BFG 10.6 114.3 0589 95 398 10/26/06 SD Line B-22/B-23 Sta. 11+50 2'BFG 10.4 113.9 0589 95 399 10/26/06 SD Line B-22/B-23 Sta. 11+75 1' BFG 10.2 113.4 0589 95 400 10/26/06 SD Line B-221B-23 Sta. 12+00 FG 10.1 110.7 0589 92 401 10/26/06 SD Line B-22113-23 Sta. 12+15 4' BFG 11.2 111.2 0589 93 402 10/26/06 SD Line B-22/B-23 Sta. 12+25 3'BFG 10.6 111.0 0589 92 403 10/26/06 SD Line B-22/13-23 Sta. 12+50 2'BFG 11.4 110.4 0589 92 404 10/26/06 SD Line B-23 Sta. 12+75 1' BFG 10.4 110.2 0589 92 405 10/26/06 SD Line B-23 Sta. 13+00 FG 10.9 111.1 0589 93 406 10/26/06 SD Line B-23 Sta. 13+15 3'BFG 11.3 109.5 0589 91 407 10/26/06 SD Line B-23 Sta. 13+25 2'BFG 10.8 110.61 0589 92 Test # Date Location Depth! Elev. (Ft.) Field Moisture Content (%) Field Dry Density (pcf) Lab # Relative Comp. (%) Remarks 408 10/26/06 SD Line B-23 Sta. 13+50 1' BFG 11.0 110.9 0589 93 409 10/26/06 SD Line B-23 Sta. 13+57 FG 10.7 111.4 0589 93 410 10/27/06 SD Line C Sta. 2+00 4' BFG 18.3 95.0 0588 93 411 10/27/06 SD Line C Sta. 2+1 5 3'BFG 17.9 93.9 0588 93 412 10/27/06 SD Line C Sta. 2+25 2' BFG 18.0 93.6 0588 92 413 10/27/06 SD Line C Sta. 2+50 1' BFG 18.1 98.4 0588 96 414 10/27/06 SD Line C Sta. 2+75 2' BFG 17.4 93.4 0588 91 415 10/27/06 SD Line C Sta. 3+00 3' BFG 17.2 94.9 0588 93 416 10/27/06 SD Line C Sta. 3+15 1'BFG 17.8 98.3 0588 96 417 10/27/06 SD Line B-28 Sta. 6+20 4' BFG 10.9 109.3 0589 91 418 10/27/06 SD Line B-28 Sta. 6+25 2' BFG 11.6 111.1 0589 93 419 10/27/06 SD Line B-28 Sta. 6+50 FG 11.2 111.2 0589 93 420 10/30/06 SD Line C Sta. 3+25 3' BFG 18.2 93.6 0588 92 421 10/30/06 SD Line C Sta. 3+50 2' BFG 17.8 92.8 0588 91 422 10/30/06 SD Line C Sta. 3+75 1' BFG 18.4 97.4 0588 96 423 10/30/06 SD Line C Sta. 4+00 2' BFG 18.5 93.6 0588 92 424 10/30/06 SD Line C Sta. 4+15 1' BFG 18.0 97.4 0588 96 425 10/30/06 SD Line B-31 MN Sta. 5+42 2' BFG 10.9 109.8 0589 92 426 10/30/06 SD Line B-31 MN Sta. 5-i-42 1' BFG 11.4 110.6 0589 93 427 10/31/06 SD Line B-22 MH Sta. 11+77 3' BFG 11.5 108.8 0589 91 428 10/31/06 SD Line B-22 MH Sta. 11+77 2' BFG 10.9 111.5 0589 93 429 10/31/06 SD Line B-22 MH Sta. 11+77 1' BFG 10.2 109.8 0589 92 430 10/31/06 SD Line B-22 MH Sta. 11+77 FG 11.0 109.7 0589 92 431 11/1/06 Footing @ SW Water Tank FG 10.1 112.3 0589 93 432 11/1/06 Footing @ SW Water Tank FG 10.9 109.4 0589 92 433 11/1/06 Footing @ SW Water Tank FG 11.3 111.5 0589 93 434 11/1/06 Footing @ SW Water Tank FG 10.4 111.4 0589 93 435 11/1/06 Footing © SW Water Tank FG 10.2 111.4 0589 93 436 11/2/06 12" Water Sta. 20+50 1' BFG 10.4 109.5 0589 91 437 11/2/06 12" Water Sta. 21+10 1' BFG 11.5 110.3 0589 92 438 11/2/06 12" Water Sta. 21+25 1' BFG 11.0 109.5 0589 91 439 11/2/06 12" Water Sta. 21+50 1' BFG 11.4 110.2 0589 92 440 11/2/06 12" Water Sta. 21+75 1' BFG 10.9 110.1 0589 92 441 11/2/06 12" Water Sta. 2+00 1' BFG 11.2 110.9 0589 93 442 11/2/06 12" Water Sta. 22+10 1' BFG 11.3 110.6 0589 93 443 11/2/06 12" Water Sta. 22+25 1' BFG 11.2 110.4 0589 92 444 11/2/06 12" Water Sta. 22+50 1' BFG 10.8 109.1 0589 1 91 Test # Date Location Depth! Elev. (Ft.) Field Moisture Content (%) Field Dry Density (pcf) Lab # Relative Comp. (%) Remarks 445 11/2/06 12" Water Sta. 22+75 1' BFG 11.4 109.3 0589 91 446 11/2/06 12" Water Sta. 23+00 1' BFG 11.0 109.5 0589 92 447 11/2/06 12" Water Sta. 23+15 1' BFG 10.9 111.1 0589 93 448 11/2/06 12" Water Sta. 23+25 1' BFG 11.4 109.6 0589 92 449 11/2/06 12" Water Sta. 23+50 1' BFG 11.5 108.5 0589 91 450 11/2/06 12" Water Sta. 23+75 1' BFG 10.9 109.3 0589 91 451 11/2/06 12" Water Sta. 24+00 1' BFG 10.5 111.9 0589 93 452 11/2/06 12" Water Sta. 24+15 1' BFG 11.2 109.7 0589 91 453 11/2/06 12" Water Sta. 24+25 1' BFG 11.5 109.2 0589 91 454 11/2/06 12" Water Sta. 24+50 1' BFG 11.0 109.4 0589 91 455 11/3/06 12" Water Sta. 20+50 FG 10.5 108.9 0589 91 456 11/3/06 12" Water Sta. 20+25 FG 11.2 110.3 0589 92 457 11/3/06 12" Water Sta. 20+15 FG 10.7 109.2 0589 91 458 11/3/06 12" Water Sta. 20+00 FG 11.6 108.8 0589 91 459 11/3/06 12" Water Sta. 19+75 FG 11.0 109.7 0589 92 460 11/3/06 12" Water Sta. 19+50 FG 10.9 109.0 0589 91 461 11/3/06 12" Water Sta. 19+25 FG 11.7 109.3 0589 91 462 11/3/06 12" Water Sta. 19+15 FG 11.8 109.0 0589 91 463 11/3/06 12" Water Sta. 19+00 FG 10.9 111.3 0589 93 464 11/3/06 12" Water Sta. 18+75 FG 11.5 108.4 0589 91 465 11/3/06 12" Water Sta. 18+50 FG 11.2 109.2 0589 91 466 11/3/06 12" Water Sta. 18+30 FG 11.7 110.1 0589 92 467 11/3/06 12" Water Sta. 18+20 FG 11.0 110.6 0589 93 468 11/3/06 12" Water Sta. 18+25 FG 11.4 108.6 0589 91 469 11/3/06 12" Water Sta. 18+05 FG 11.0 109.7 0589 92 470 11/3/06 Wall Footing "0" Overex. 4' BFG 13.4 111.6 0768 96 471 11/3/06 Wall Footing "0" Overex. 3' BFG 13.7 111.8 0768 96 472 11/3/06 Wall Footing "0" Overex. 2' BFG 12.9 113.6 0768 98 473 11/3/06 Wall Footing "0" Overex. 1' BFG 13.0 113.6 0768 98 474 11/3/06 Wall Footing "0" Overex. FG 13.5 112.5 0768 96 475 11/7/06 6" Water W-5 Sta. 29+77 FG 13.2 106.5 0768 91 476 11/7/06 6" Water W-5 Sta. 29+85 FG 12.9 109.3 0768 94 477 11/7/06 6" Water W-5 Sta. 29+90 FG 13.0 107.3 0768 92 478 11/7/06 6" Water W-5 Sta. 30+00 FG 13.5 106.6 0768 92 479 11/7/06 6" Water W-5 Sta. 30+15 FG 13.5 106.6 0768 92 480 11/7/06 6" Water W-5 Sta. 30+25 FG 13.7 108.2 0768 93 481 11/7/06 6" Water W-5 Sta. 30+50 1 FG 12.7 108.5 0768 93 Test # Date Location Depth! Elev. (Ft.) Field Moisture Content (%) Field Dry Density (pcf) Lab # Relative Comp. (%) Remarks 482 11/7/06 6" Water W-5 Sta. 30+70 FG 13.4 108.3 0768 93 483 11/7/06 8" Water W-5 Sta. 30+70 FG 13.8 106.9 0768 92 484 11/7/06 8" Water W-5 Sta. 31+00 FG 12.7 107.2 0768 92 485 11/7/06 8" Water W-5 Sta. 31+15 FG 13.0 108.8 0768 93 486 11/7/06 8" Water W-5 Sta. 31+25 FG 13.6 107.7 0768 92 487 11/7/06 8" Water W-5 Sta. 31+50 FG 13.2 107.8 0768 93 488 11/7/06 8" Water W-5 Sta. 31+75 FG 12.9 107.4 0768 92 489 11/7/06 8" Water W-S Sta. 31+80 FG 13.1 107.9 0768 93 490 11/7/06 8" Water W-5 Sta. 31+90 FG 12.8 107.6 0768 92 491 11/8/06 10" Water W-4 Sta. 12+00 FG 12.6 106.4 0768 91 492 11/8/06 10" Water W-4 Sta. 11+75 FG 13.5 107.1 0768 92 493 11/8/06 10" Water W-4 Sta. 11+50 FG 13.0 106.5 0768 91 494 11/8/06 10" Water W-4 Sta. 11+40 FG 12.9 107.9 0768 93 495 11/8/06 10" water W-4Sta. 11+30 FG 13.3 106.9 0768 92 496 11/8/06 10" Water W-4 Sta. 11+25 FG 12.7 108.8 0768 93 497 11/8/06 10" Water W-4 Sta. 11+00 FG 12.8 106.4 0768 91 498 11/8/06 10" Water W-4 Sta. 10+90 FG 13.3 107.3 0768 92 499 11/8/06 10" Water W-4 Sta. 10+75 FG 12.8 106.5 0768 91 500 11/8/06 10" Water W-4 Sta. 10+60 FG 13.7 107.7 0768 92 501 11/8/06 10" Water W-4 Sta. 10+50 FG 13.2 106.9 0768 92 502 11/8/06 10" Water W-4 Sta. 10+25 FG 12.9 107.9 0768 93 503 11/8/06 10" Water W-4 Sta. 10+15 FG 13.4 107.6 0768 92 504 11/8/06 10" Water W-4 Sta. 10+05 FG 13.0 107.3 0768 92 505 11/8/06 10" Water W-4 Sta. 10+00 FG 12.8 108.6 0768 93 506 11/9/06 Water Shut-Off Valve 2'BFG 13.2 106.4 0768 91 507 11/9/06 Water Shut-Off Valve 1'BFG 12.9 106.2 0768 91 508 11/9/06 Water Shut-Off Valve FG 13.4 107.1 0768 92 509 11/9/06 Water Shut-Off Valve 3' BFG 13.6 106.5 0768 91 510 11/9/06 Water Shut-Off Valve 2' BFG 12.7 107.3 0768 92 511 11/9/06 Water Shut-Off Valve 1' BFG 13.0 107.7 0768 92 512 11/9/06 Water Shut-Off Valve FG 13.4 106.3 0768 91 513 11/14/06 12" Water W-1 Sta. 31+29 2' BFG 11.6 108.9 0589 91 514 11/14/06 12" Water W-1 Sta. 31+50 1'BFG 10.96 108.9 0589 91 515 11/14/06 12" Water W-1 Sta. 31+75 FG 11.5 109.8 0589 92 516 11/14/06 12" Water W-1 Sta. 32+00 2' BFG 11.0 109.8 0589 92 517 11/14/06 12" Water W-1 Sta. 32+15 1'BFG 11.3 109.6 0589 92 518 11/14/06 12" Water W-1 Sta. 32+25 1'BFG 10.8 109.4 0589 91 Test # Date Location Depth! Elev. (Ft.) Field Moisture Content (%) Field Dry Density (pcf) Lab # Relative Comp. (%) Remarks 519 11/15/06 12" Water W-1 Sta. 26+75 l'BFG 11.6 110.3 0589 92 520 11/15/06 12" Water W-1 Sta. 27+00 FG 10.9 109.0 0589 91 521 11/15/06 12" Water W-1 Sta. 27+15 l'BFG 11.2 109.7 0589 92 522 11/15/06 12" Water W-1 Sta. 27+25 FG 11.5 110.3 0589 92 523 11/15/06 12" Water W-1 Sta. 27+50 l'BFG 11.0 109.5 0589 92 524 11/15/06 12" Water W-1 Sta. 27+75 FG 10.6 110.2 0589 92 525 11/15/06 12" Water W-1 Sta. 28+00 l'BFG 11.3 108.9 0589 91 526 11/15/06 12" Water W-1 Sta. 28+15 FG 11.5 110.5 0589 92 527 11/15/06 12" Water W-1 Sta. 28+25 l'BFG 10.8 109.0 0589 91 528 11/15/06 12" Water W-1 Sta. 28+50 FG 11.1 109.4 0589 92 529 11/15/06 12" Water W-1 Sta. 28+75 l'BFG 11.3 108.9 0589 91 530 11/15/06 12" Water W-1 Sta. 29+00 FG 10.9 110.6 0589 93 531 11/15/06 12" Water W-1 Sta. 29+15 FG 10.5 110.6 0589 93 532 11/15/06 12" Water W-1 Sta. 29+25 l'BFG 11.0 108.9 0589 91 533 11/15/06 12" Water W-1 Sta. 29+50 FG 11.5 110.3 0589 92 534 11/15/06 12" Water W-1 Sta. 29+75 l'BFG 10.6 110.1 0589 92 535 11/15/06 12" Water W-1 Sta. 30+00 FG 11.2 109.2 0589 91 536 11/15/06 12" Water W-1 Sta. 30+50 FG 10.4 111.2 0589 93 537 11/15/06 12" Water W-1 Sta. 31+00 l'BFG 10.9 109.1 0589 91 538 NOT USED 539 11/20/06 SD Line B Sta. 2+25 4'BFG 11.2 110.9 0589 93 540 11/20/06 SD Line B Sta. 2+50 3' BFG 11.6 109.2 0589 91 541 11/20/06 SD Line B Sta. 2+75 2' BFG 10.9 110.0 0589 92 542 11/20/06 SD Line B Sta. 3+00 l'BFG 11.0 111.5 0589 93 543 11/20/06 SD Line B Sta. 3+25 FG 11.8 115.0 0589 96 544 11/20/06 SD Line B Sta. 3+50 2' BFG 10.6 111.2 0589 93 545 11/21/06 SD Line B-2 Sta. 3+75 4' BFG 11.5 111.3 0589 93 546 11/21/06 SD Line B-2 Sta. 4+00 3' BFG 11.0 109.7 0589 92 547 11/21/06 SD Line B-2 Sta. 4+25 2"BFG 10.8 111.0 0589 93 548 11/21/06 SD Line B-2 Sta. 4+50 FG 11.6 114.7 0589 96 549 11/21/06 SD Line B-2 Sta. 4+75 2' BFG 10.6 110.8 0589 92 550 11/21/06 SD Line B-2 Sta. 5+00 l'BFG 10.8 109.2 0589 91 551 11/21/06 SD Line B-2 Sta. 5+25 FG 11.2 115.5 0589 97 552 11/21/06 SD Line B-2 Sta. 5+50 2'BFG 10.9 110.8 0589 93 553 11/22/06 SD Line B-2/B-3 Sta. 5+75 4' BFG 11.8 109.4 0589 92 554 11/22/06 SD Line B-21B-3 Sta. 6+00 3' BFG 10.9 109.0 0589 91 555 11/22/06 SD Line B-21B-3 Sta. 6+25 2' BFG 11.5 109.1 0589 91 Test # Date Location Depth! Elev. (Ft.) Field Moisture Content (%) Field Dry Density (pci) Lab # Relative Comp. (%) Remarks 556 11/22/06 SD Line B-21B-3 Sta. 6+50 1' BFG 11.3 108.4 0589 90 557 11/22/06 SD Line B-21B-3 Sta. 6+75 FG 11.5 114.9 0589 96 558 11/27/06 12" Water W-1 Sta. 1+50 1' BFG 13.1 106.6 0768 92 559 11/27/06 12" Water W-1 Sta. 1+75 FG 13.6 106.4 0768 91 560 11/27/06 12" Water W-1 Sta. 2+00 1' BFG 13.0 106.0 0768 91 561 11/27/06 12" Water W-i Sta. 2+25 FG 12.6 107.7 0768 92 562 11/27/06 12" Water W-i Sta. 2+50 1' BFG 13.5 106.6 0768 92 563 11/27/06 12" Water W-i Sta. 2+75 FG 13.9 107.1 0768 92 564 11/27/06 12" Water W-1 Sta. 3+00 1' BFG 13.3 107.5 0768 92 565 11/27/06 12" Water W-1 Sta. 3+25 FG 13.0 106.0 0768 91 566 11/27/06 12" Water W-i Sta. 3+50 1' BFG 12.6 108.7 0768 93 567 11/27/06 12" Water W-1 Sta. 4+00 FG 13.4 107.2 0768 92 568 11/27/06 12" Water W-1 Sta. 4+25 1'BFG 12.9 107.9 0768 93 569 11/27/06 12" Water W-1 Sta. 4+50 1' BFG 12.5 107.4 0768 92 570 11/27/06 12" Water W-1 Sta. 4+75 FG 13.6 105.8 0768 91 571 11/27/06 12" Water W-1 Sta. 5+00 1' BFG 13.2 107.8 0768 93 572 11/28/06 12" Water W-1 Sta. 5+25 FG 13.8 108.1 0768 93 573 11/28/06 12" Water W-1 Sta. 5+50 FG 13.0 107.4 0768 92 574 11/28/06 12" Water W-i Sta. 5+75 1' BFG 13.5 106.6 0768 92 575 11/28/06 12" Water W-i Sta. 6+00 FG 12.8 108.7 0768 93 576 11/28/06 12" Water W-i Sta. 6+25 1' BFG 13.2 107.9 0768 93 577 11/28/06 12" Water W-1 Sta. 6+50 FG 12.6 107.7 0768 92 578 11/28/06 12" Water W-1 Sta. 6+75 FG 13.1 106.0 0768 91 579 11/29/06 SD Line B-i Sta. 0+95 4' BFG 13.8 108.7 0768 93 580 11/29/06 SD Line B-i Sta. 1+00 BFG 13.0 107.9 0768 92 581 11/29/06 SD Line B-i Sta. 1+10 2' BFG 12.8 108.9 0768 93 582 11/29/06 SD Line B-i Sta. 1+15 1' BFG 13.6 112.2 0768 96 583 11/29/06 SD Line B-i Sta. 1+25 FG 13.2 111.7 0768 95 584 11/30/06 SD Line B-i Sta. 1+50 3' BFG 13.8 108.2 0768 93 585 11/30/06 SD Line B-1 Sta. 1+75 2' BFG 12.9 109.7 0768 94 586 11/30/06 SDLineB- i Sta. 2+00 1' BFG 13.4 107.5 0768 92 587 11/30/06 SD Line B-1 Sta. 2+15 FG 13.1 107.4 0768 92 588 NOT USED 589 NOT USED 590 12/6/06 SD Line B-3 Sta. 7+75 4' BFG 13.9 108.9 0768 93 591 12/6/06 SD Line B-3 Sta. 8+00 3' BFG 12.8 108.1 0768 92 592 12/6/06 SD Line B-3 Sta. 8+25 BFG 13.0 1 107.3 0768 92 Field Field Depth/ Moisture Dry Relative Test # Date Location Elev. Content Density Lab # Comp. Remarks (Ft' (% (ncfl (% 593 12/6/06 SD Line B-3 Sta. 8+50 1' BFG 13.5 107.6 0768 92 594 12/6/06 SD Line B-3 Sta. 8+75 FG 13.3 107.3 0768 92 595 12/7/06 SD Line B-13 4' BFG 13.7 107.0 0768 92 596 12/7/06 SD Line B-13 3' BFG 12.9 109.8 0768 94 597 12/7/06 SD Line B-13 2'BFG 13.4 108.9 0768 93 598 12/7/06 SD Line B-13 1'BFG 13.0 108.6 0768 93 599 12/8/06 SD Line B-13 FG 12.9 107.7 0768 92 600 12/8/06 SD Line B-15 3' BFG 13.7 108.8 0768 93 601 12/8/06 SD Line B-iS 2'BFG 13.2 108.1 0768 93 602 12/8/06 SD Line B-is 1' BFG 13.0 107.8 0768 92 603 12/8/06 SD Line B-14 FG 13.5 107.5 0768 92 604 12/11/06 SD Line B-14 Sta. 9+00 4' BFG 13.9 109.0 0768 93 605 12/11/06 SD Line B-14 Sta. 9+25 3' BFG 13.2 106.7 0768 92 606 12/11/06 SD Line B-14 Sta. 9+50 2'BFG 12.9 107.6 0768 92 607 12/11/06 SD Line B-14 Sta. 9+75 1' BFG 13.5 106.6 0768 91 608 12/11/06 SD Line B-14Sta. 10+00 FG 13.0 107.8 0768 92 609 12/12/06 SD Line B Tie-in Legoland Dr. 2'BFG 13.2 110.6 0768 95 610 12/12/06 SD Line B Tie-in LegolandDr. 1' BFG 13.2 110.4 0768 95 611 12/12/06 SD Line B Tie-in Legoland Dr. FG 12.9 110.7 0768 95 612 12/12/06 SD Line B Tie-in Legoland Dr. Base 8.6 131.3 0875 95 613 12/12/06 SD Line B Tie-in Legoland Dr. Base 8.0 133.4 0875 96 614 12/12/06 SD Line B Tie-in Legoland Dr. Base 8.4 132.4 0875 95 615 12/12/06 SD Line B Tie-in Legoland Dr. Base 8.2 132.8 0875 96 616 12/13/06 KeystoneWall - L 5'BFG 14.9 109.6 0850 95 617 12/13/06 Keystone Wall - L 5'BFG 15.2 110.4 0850 96 618 12/13/06 Keystone Wall - L 5'BFG 14.7 109.9 0850 96 619 12/13/06 Keystone Wall - L 5'BFG 14.2 110.7 0850 97 620 12/13/06 KeystoneWall - L 5'BFG 14.5 110.7 0850 96 621 12/13/06 KeystoneWall - L 5'BFG 14.7 109.7 0850 95 622 12/14/06 SD Line B-8 Sta. 18+55 4' BFG 13.7 108.9 0768 93 623 12/14/06 SD Line B-8 Sta. 18+65 3' BFG 13.0 106.9 0768 92 624 12/14/06 SD Line B-8 Sta. 18+70 2'BFG 13.4 107.2 0768 92 625 12/14/06 SD Line B-8 Sta. 18+80 1'BFG 12.9 107.4 0768 92 626 12/14/06 Water Line W-1 Sta. 7+00 FG 13.1 110.2 0768 94 627 12/14/06 Water Line W-1 Sta. 7+25 FG 12.7 108.9 0768 93 628 12/14/06 Water Line W-1 Sta. 7+50 FG 13.5 108.5 0768 93 629 12/14/06 Water Line W-i Sta. 7+75 1' BFG 13.7 1 106.3 0768 Test # Date Location Depth! Elev. (Ft.) Field Moisture Content (%) Field Dry Density (pcf) Lab # Relative Comp. (%) Remarks 630 12/14/06 Water Line W-1 Sta. 8+00 FG 13.0 109.4 0768 93 631 12/14/06 Water Line W-1 Sta. 8+25 1' BFG 12.7 108.7 0768 93 632 12/14/06 Water Line W-1 Sta. 8+50 FG 13.3 106.9 0768 92 633 12/14/06 Water Line W-1 Sta. 8+75 FG 12.9 108.9 0768 94 634 12/14/06 Water Line W-1 Sta. 9+00 1' BFG 13.5 107.6 0768 92 635 12/14/06 Water Line W-1 Sta. 9+25 FG 13.2 108.6 0768 93 636 12/14/06 Water Line W-1 Sta. 9+50 1' BFG 13.7 106.9 0768 91 637 12/14/06 Water Line W-1 Sta. 9+75 FG 12.7 107.4 0768 92 638 12/14/06 Water Line W-1 Sta. 10+00 FG 13.2 108.8 0768 93 639 12/14/06 Water Line W-1 Sta. 10+25 1' BFG 13.5 109.1 0768 93 640 12/14/06 Water Line W-1 Sta. 10+50 FG 13.0 106.9 0768 91 641 12/14/06 Water Line W-1 Sta. 10+75 1' BFG 12.9 108.3 0768 93 642 12/14/06 Water Line W-1 Sta. 11+00 FG 13.4 107.5 0768 92 643 12/14/06 Water Line W-1 Sta. 11+25 FG 13.7 107.9 0768 92 644 12/14/06 Water Line W-1 Sta. 11+50 1' BFG 13.7 107.1 0768 92 645 12/14/06 Water Line W-1 Sta. 11+75 FG 13.2 107.3 0768 92 646 12/14/06 Water Line W-1 Sta. 12+00 1' BFG 13.5 106.5 0768 91 647 12/14/06 Water Line W-1 Sta. 12+25 FG 12.9 108.4 0768 93 648 12/14/06 Water Line W-1 Sta. 12+50 FG 12.8 107.9 0768 92 649 12/15/06 Keystone Wall-L 4' BFG 14.2 104.6 0850 91 650 12/15/06 Keystone Wall-L 4' BFG 14.0 106.2 0850 93 651 12/15/06 Keystone Wall-L 4' BFG 13.7 105.2 0850 92 652 12/15/06 Keystone Wall-L 4' BFG 14.5 105.1 0850 92 653 12/15/06 Keystone Wall-L 4' BFG 14.8 106.0 0850 93 654 12/15/06 Keystone Wall-L 3' BFG 14.9 108.0 0850 94 655 12/15/06 Keystone Wall-L 3' BFG 13.9 109.7 0850 95 656 12/15/06 Keystone Wall-L 3' BFG 14.5 107.8 0850 94 657 12/15/06 Keystone Wall-L 3' BFG 14.0 107.8 0850 94 658 12/15/06 Keystone Wall-K 4' BFG 14.7 107.1 0850 93 659 12/15/06 Keystone Wall-K 4' BFG 14.2 108.3 0850 94 660 12/15/06 Keystone Wall-K 4' BFG 14.8 106.9 0850 93 661 12/19/06 SD Line B-S Sta. 18+25 4' BFG 13.9 109.7 0768 94 662 12/19/06 SD Line B-S Sta. 18+00 3' BFG 13.0 108.9 0768 93 663 12/19/06 SD Line B-S Sta. 17+75 2' BFG 13.4 109.3 0768 94 664 12/19/06 SD Line B-S Sta. 17+50 1' BFG 13.1 109.3 0768 94 665 12/19/06 Keystone Wall-L FG 14.3 108.3 0850 94 666 12/19/06 Keystone Wall-L FG 13.9 107.5 0850 93 Test # Date Location Depth! Elev. (Ft.) Field Moisture Content (%) Field Dry Density (pct) Lab # Relative Comp. (%) Remarks 667 12/19/06 Keystone Wall-L FG 14.0 107.9 0850 94 668 12/19/06 Keystone Wall-L 3'BFG 14.7 106.9 0850 93 669 12/19/06 Keystone Wall-K 2' BFG 14.5 107.8 0850 94 670 12/19/06 Keystone Wall-K 1' BFG 14.2 106.8 0850 93 671 12/19/06 Keystone Wall-K FG 13.8 107.5 0850 93 672 12/20/06 SD Line B-7/B-6 Sta. 17+25 4' BFG 13.7 106.7 0768 91 673 12/20/06 SD Line B-7/B-6 Sta. 17+00 3'BFG 13.0 106.9 0768 92 674 12/20/06 SD Line B-7/B-6 Sta. 16+75 2' BFG 13.5 108.7 0768 93 675 12/20/06 SD Line B-7/B-6 Sta. 16+50 1' BFG 12.7 108.2 0768 92 676 12/20/06 SD Line B-7/B-6 Sta. 16+25 FG 13.9 108.1 0768 92 677 12/20/06 SD Line B-7/B-6 Sta. 16+00 2' BFG 13.2 106.8 0768 91 678 12/21/06 Keystone Wall-J Sta. 0+00 6' BFG 14.8 104.0 0851 93 679 12/21/06 Keystone Wall-J 6'BFG 14.0 105.4 0851 94 680 12/21/06 Keystone Wall-J 5' BFG 14.7 103.6 0851 93 681 12/21/06 Keystone Wall-J 5' BFG 14.5 104.7 0851 94 682 12/21/06 Keystone Wall-i 4' BFG 13.4 104.9 0851 94 683 12/21/06 Keystone Wall-J 4' BFG 13.9 104.0 0851 93 684 12/26/06 SD Line B-6 Sta. 16+00 4' BFG 13.9 106.1 0768 91 685 12/26/06 SD Line B-6 Sta. 15+75 3'BFG 12.9 109.3 0768 93 686 12/26/06 SD Line B-6 Sta. 15+50 2' BFG 13.2 107.6 0768 92 687 12/26/06 SD Line B-6 Sta. 15+25 1' BFG 13.5 108.4 0768 93 688 12/26/06 SD Line B-6 Sta. 15+00 FG 13.0 108.2 0768 92 689 12/26/06 SD Line B-6 Sta. 14+75 4' BFG 13.7 106.5 0768 91 690 12/26/06 SD Line B-6 Sta. 14+50 2' BFG 12.8 107.2 0768 92 691 12/26/06 Keystone Wall-J 5' BFG 14.7 103.1 0851 92 692 12/26/06 Keystone Wall-i 5' BFG 13.7 103.6 0851 93 693 12/26/06 Keystone Wall-J 5' BFG 14.3 104.0 0851 93 694 12/26/06 Keystone Wall-i 4' BFG 14.5 104.3 0851 94 695 12/26/06 Keystone Wall-J 4' BFG 13.9 104.0 0851 93 696 12/26/06 Keystone Wall-i 3'BFG 14.0 103.5 0851 93 697 12/26/06 KeystoneWall-J 3'BFG 14.7 103.9 0851 94 698 12/28/06 Keystone Wall-L 6' BFG 14.9 104.9 0850 91 699 12/28/06 Keystone Wall-L 6' BFG 14.5 106.6 0850 93 700 12/28/06 Keystone Wall-L 5' BFG 13.7 105.6 0850 92 701 12/28/06 Keystone Wall-L 5' BFG 14.2 106.3 0850 93 702 12/28/06 Keystone Wall-L 4' BFG 14.8 106.2 0850 93 703 12/28/06 Keystone Wall-L 4' BFG 14.0 106.1 1 0850 92 Test # Date Location Depth! Elev. (Ft.) Field Moisture Content (%) Field Dry Density (pcf) Lab # Relative Comp. (%) Remarks 704 12/28/06 SD Line B-6 Sta. 14+25 2' BFG 13.2 106.7 0768 91 705 12/28/06 SD Line B-6 Sta. 14+10 1' BFG 13.9 107.2 0768 92 706 12/28/06 SD Line B-6 Sta. 14+00 FG 13.5 107.0 0768 1 92 707 12/29/06 SD Line B-S Sta. 13+75 5' BFG 13.9 107.8 0768 92 708 12/29/06 SD Line B-5 Sta. 13+50 4'BFG 12.9 107.1 0768 91 709 12/29/06 SD Line B-5 Sta. 13+25 3' BFG 13.5 106.7 0768 91 710 12/29/06 SD Line B-5 Sta. 13+00 2' BFG 13.7 106.8 0768 91 711 12/29/06 SD Line B-S Sta. 12+75 1' BFG 13.0 108.1 0768 93 712 12/29/06 SD Line B-5 Sta. 12+50 FG 13.2 106.8 0768 91 713 1/2/07 SD Line B-S Sta. 12+25 3' BFG 13.9 107.9 0768 93 714 1/2/07 SD Line B-S Sta. 12+00 2' BFG 13.2 107.6 0768 92 715 1/2/07 SD Line B-S Sta. 11+75 1' BFG 13.5 106.6 0768 91 716 1/2/07 SD Line B-S Sta. 11+50 FG 13.1 108.1 0768 93 717 1/3/07 SD Line B-5 Sta. 12+25 S'BFG 13.9 108.1 0768 93 718 1/3/07 SD Line B-5 Sta. 12+00 4'BFG 13.0 107.8 0768 92 719 1/3/07 SD Line B-S Sta. 11+75 3' BFG 12.9 108.4 0768 93 720 1/3/07 SD Line B-S Sta. 11+50 2' BFG 13.4 107.1 0768 91 721 1/3/07 SD Line B-S Sta. 11+25 1' BFG 13.7 106.3 0768 91 722 1/3/07 SD Line B-S Sta. 11+00 FG 13.2 108.7 0768 93 723 1/3/07 SD Line B-S Sta. 10+75 3' BFG 13.5 107.3 0768 92 724 1/3/07 SD Line B-S Sta. 10+50 2' BFG 13.6 106.6 0768 91 725 1/3/07 SD Line B-S Sta. 10+25 FG 12.9 107.1 0768 91 726 1/3/07 Sewer S-i Sta. 14+00 4'BFG 13.2 108.8 0768 93 727 1/3/07 Sewer S-i Sta. 13+50 3' BFG 13.8 108.5 0768 93 728 1/3/07 Sewer S-i Sta. 13+00 2' BFG 13.0 107.8 0768 92 729 1/3/07 Sewer S-i Sta. 12+75 1' BFG 12.9 108.4 0768 93 730 1/3/07 Sewer S-i Sta. 12+50 FG 13.5 107.5 0768 92 731 1/4/07 Sewer S-i Sta. 12+25 4'BFG 13.1 106.8 0768 91 732 1/4/07 Sewer 5-1 Sta. 12+00 3' BFG 13.9 107.6 0768 92 733 1/4/07 Sewer S-i Sta. 11+75 2'BFG 12.8 107.1 0768 91 734 1/4/07 Sewer S-i Sta. 11+50 1' BFG 13.2 107.3 0768 92 735 1/4/07 Sewer S-i Sta. 11+25 FG 13.0 107.9 0768 93 736 1/4/07 Sewer S-1 Sta. il+00 4'BFG 13.7 106.4 0768 91 737 1/4/07 Sewer S-i Sta. 10+75 3'BFG 13.5 108.5 0768 93 738 1/4/07 Sewer S-i Sta. 10+50 2' BFG 13.5 107.6 0768 92 739 1/4/07 Sewer S-i Sta. 10+25 1' BFG 12.9 107.1 0768 91 740 1/4/07 Keystone Wall-J 4'BFG 13.7 109.5 0768-[-94 Test # Date Location Depth! Elev. (Ft.) Field Moisture Content (%) Field Dry Density (pcf) Lab # Relative Comp. (%) Remarks 741 1/4/07 Keystone Wall-J 4'BFG 14.0 109.7 0768 94 742 1/4/07 Keystone Wall-J 4'BFG 13.5 109.3 0768 93 743 1/4/07 Keystone Wall-J 4'BFG 13.0 110.0 0768 94 744 1/5/07 Keystone Wall-J 3'BFG 13.9 107.5 0768 92 745 1/5/07 Keystone Wall-J 3'BFG 13.2 107.6 0768 92 746 1/5/07 Keystone Wall-J 3'BFG 13.5 106.6 0768 91 747 1/5/07 Keystone Wall-J 3'BFG 13.0 108.1 0768 93 748 1/5/07 Sewer S-i MR Sta. 12+38 5' BFG 13.9 107.9 0768 93 749 1/5/07 Sewer S-i MIFI Sta. 12+38 4'BFG 13.2 107.6 0768 92 750 1/5/07 SewerS- l NM Sta. 12+38 2'BFG 13.7 107.3 0768 92 751 1/5/07 Sewer S-i MI! Sta. 12+38 FG 13.0 109.0 0768 94 752 1/5/07 Sewer S-i MI! Sta. 10+00 4'BFG 13.5 106.6 0768 91 753 1/5/07 Sewer S-i MFI Sta. 10+00 2' BFG 12.9 107.6 0768 92 754 1/5/07 Sewer S-i MH Sta. 10+00 FG 13.3 108.6 0768 93 755 1/8/07 Keystone Wall-J 2' TOW 13.9 108.2 0768 93 756 1/8/07 Keystone Wall-J 2' TOW 12.9 107.2 0768 92 757 1/8/07 Keystone Wall-J 1'TOW 13.5 107.4 0768 92 758 1/8/07 Keystone Wall-J 1' TOW 13.0 108.3 0768 93 759 1/8/07 Keystone Wall-J FG 13.3 107.2 0768 92 760 1/8/07 Keystone Wall-J FG 13.7 108.4 0768 93 761 1/8/07 Keystone Wall-C 5' BFG 13.7 108.2 0768 93 762 1/8/07 Keystone Wall-C 4'BFG 13.0 107.9 0768 92 763 1 1/8/07 Keystone Wall-C 3'BFG 13.5 106.5 0768 91 764 1/8/07 Keystone Wall-C 3'BFG 13.2 107.9 0768 92 765 1/8/07 Keystone Wall-C 2' BFG 12.9 109.4 0768 94 766 1/8/07 Keystone Wall-C 2' BFG 13.8 106.7 0768 91 767 1/8/07 Keystone Wall-C FG 13.5 106.6 0768 91 768 1/9/07 Keystone Wall-B 5' BFG 12.9 107.5 0768 92 769 1/9/07 Keystone Wall-B 4'BFG 13.7 108.6 0768 93 770 1/9/07 Keystone Wall-B 3'BFG 13.0 106.9 0768 91 771 1/9/07 Keystone Wall-B 3'BFG 13.5 107.4 0768 92 772 1/9/07 Keystone Wall-B 2' BFG 13.9 107.7 0768 92 773 1/9/07 Keystone Wall-B 1' BFG 12.8 109.0 0768 94 774 1/9/07 Keystone Wall-B FG 13.3 107.4 0768 92 775 1/10/07 Keystone Wall-B 5'BFG 13.8 108.6 0768 93 776 1/10/07 Keystone Wail-B 4'BFG 12.9 107.4 0768--j 92 777 1/10/07 Keystone Wall-B 3'BFG 13.5 108.4 0768 1 93 Test # Date Location Depth! Elev. (Ft.) Field Moisture Content (%) Field Dry Density (pci) Lab # Relative Comp. (%) Remarks 778 1/10/07 Keystone Wall-B 1' BFG 13.9 107.6 0768 92 779 1/10/07 Keystone Wall-B FG 13.2 107.7 0768 92 780 1/11/07 Keystone Wall-i 4' TOW 14.0 104.8 0851 94 781 1/11/07 Keystone Wall-i 3' TOW 13.8 103.9 0851 93 782 1/11/07 Keystone Wall-J 2'TOW 14.5 102.9 0851 92 783 1/11/07 Keystone Wall-i 11 TOW 13.8 104.6 0851 94 784 1/11/07 KeystoneWall-J FG 14.2 104.1 0851 93 785 1/11/07 Keystone Wall-J 6' TOW 14.6 108.4 0850 94 786 1/11/07 Keystone Wall-i 6' TOW 13.9 110.2 0850 96 787 1/11/07 Keystone Wall-i 5' TOW 14.0 108.7 0850 95 788 1/11/07 Keystone Wall-i 5' TOW 14.7 108.6 0850 95 789 1/12/07 Keystone Wall-L 5' BFG 13.8 108.2 0850 94 790 1/12/07 Keystone Wall-L 5' BFG 14.6 108.7 0850 95 791 1/12/07 Keystone Wall-L 4' BFG 13.0 109.7 0850 96 792 1/12/07 Keystone Wall-L 4' BFG 13.5 108.8 0850 95 793 1/12/07 Keystone Wall-L 4' BFG 13.3 109.3 0850 95 794 1/15/07 Keystone Wall-L 4' BFG 14.2 108.7 0850 95 795 1/15/07 Keystone Wall-L 4' BFG 13.9 109.7 0850 96 796 1/15/07 Keystone Wall-L 4' BFG 14.0 109.5 0850 95 797 1/15/07 Keystone Wall-L 3' BFG 13.8 108.9 0850 95 798 1/15/07 Keystone Wall-L 3'BFG 14.5 107.5 0850 94 799 1/15/07 Keystone Wall-L 3' BFG 14.3 108.9 0850 95 800 1/15/07 Keystone Wall-D 3' BFG 13.9 109.3 0768 94 801 1/15/07 Keystone Wall-D 2'BFG 13.2 108.8 0768 93 802 1/15/07 Keystone Wall-D 2' BFG 12.9 110.6 0768 95 803 1/15/07 Keystone Wall-D 2' BFG 13.5 109.3 0768 94 804 1/15/07 Keystone Wall-D 1' BFG 13.1 109.4 0768 94 805 1/15/07 Keystone Wall-D 1' BFG 13.8 108.5 0768 93 806 1/16/07 Keystone Wall-D FG 13.4 108.4 0768 93 807 1/16/07 Keystone Wall-D FG 12.9 109.4 0768 94 808 1/16/07 Keystone Wall-D FG 13.7 108.2 0768 93 809 1/16/07 Keystone Wall-D FG 13.0 108.6 0768 93 810 1/16/07 Keystone Wall-D FG 13.4 109.5 0768 94 811 1/16/07 Keystone Wall-L 3' BFG 14.2 108.5 0850 95 812 1/16/07 Keystone Wall-L 3' BFG 13.9 109.0 0850 95 813 1/16/07 Keystone Wall-L 4' BFG 14.5 107.9 0850 94 814 1/16/07 Keystone Wall-L I 4' BFG 14.8 108.6 1 0850 95 Test # Date Location Depth! Elev. (Ft.) Field Moisture Content (%) Field Dry Density (pcf) Lab # Relative Comp. (%) Remarks 815 1/16/07 Keystone Wall-L 4' BFG 14.0 108.8 0850 95 816 1/17/07 Keystone Wall-D 1' BFG 13.5 108.8 0768 93 817 1/17/07 Keystone Wall-D FG 12.9 108.1 0768 92 818 1/17/07 Keystone Wall-D 2' BFG 13.9 108.9 0768 93 819 1/17/07 Keystone Wall-D 1' BFG 13.0 109.0 0768 94 820 1/17/07 Keystone Wall-D FG 13.2 108.5 0768 93 821 1/17/07 Keystone Wall-D FG 12.8 109.0 0768 94 822 1/17/07 Keystone Wall-K 3' BFG 14.9 108.0 0850 94 823 1/17/07 Keystone Wall-K 3' BFG 14.0 108.6 0850 95 824 1/17/07 Keystone Wall-K 3' BFG 14.7 108.9 0850 95 825 1/17/07 Keystone Wall-K 3' BFG 14.3 108.5 0850 95 826 1/18/07 Keystone Wall-L 2' TOW 14.5 108.4 0850 95 827 1/18/07 Keystone Wall-L 2' TOW 13.3 108.9 0850 95 828 1/18/07 Keystone Wall-L 1' TOW 14.0 107.9 0850 94 829 1/18/07 Keystone Wall-L 1'TOW 13.5 109.2 0850 95 830 1/18/07 Keystone Wall-L FG 14.7 108.5 0850 95 831 1/19/07 Keystone Wall-K 3' BFG 14.5 107.8 0850 94 832 1/19/07 Keystone Wall-K 3' BFG 13.9 107.9 0850 94 833 1/19/07 Keystone Wall-K 3,' BFG 14.0 109.0 0850 95 834 1/19/07 Keystone Wall-K 2' BFG 13.7 108.8 0850 95 835 1/22/07 Keystone Wall-F 3' BFG 14.4 106.9 0850 93 836 1/22/07 Keystone Wall-F 3' BFG 14.9 107.9 0850 94 837 1/22/07 Keystone Wall-F 2' BFG 13.8 108.6 0850 95 838 1/22/07 Keystone Wall-F 2' BFG 13.5 108.4 0850 95 839 1/22/07 Keystone Wall-F 1' BFG 13.0 109.6 0850 96 840 1/22/07 Keystone Wall-F 1' BFG 14.3 107.4 0850 94 841 1/22/07 Keystone Wall-F FG 14.0 108.9 0850 95 842 1/23/07 Keystone Wall-D 4' BFG 14.9 107.9 0850 94 843 1/23/07 Keystone Wall-D 4' BFG 13.9 108.4 0850 95 844 1/23/07 Keystone Wall-D 3' BFG 14.0 108.7 0850 95 845 1/23/07 Keystone Wall-D 2' BFG 14.6 108.8 0850 95 846 1/23/07 Keystone Wall-D 2' BFG 14.2 108.7 0850 95 847 1/23/07 Keystone Wall-D 1' BFG 14.4 107.8 0850 94 848 1/23/07 Keystone Wall-D 1' BFG 14.5 109.1 0850 95 849 1/24/07 CMUWall-E 5' BFG 10.6 123.1 0074 95 850 1/24/07 CMU Wall-E 5' BFG 10.9 122.5 LQL74 J 95 851 1/24/07 1 CMUWall-E 4' BFG 9.9 124.6 1 0074 1 96 Test # Date Location Depth! Elev. (Ft.) Field Moisture Content (%) Field Dry Density (pcf) Lab # Relative Comp. (%) Remarks 852 1/24/07 CMUWail-E 4'BFG 10.5 123.2 0074 95 853 1/24/07 CMUWall-E 3' BFG 10.2 123.1 0074 95 854 1/24/07 CMUWali-E 3' BFG 10.7 123.3 0074 95 855 1/24/07 CMUWali-E 2' BFG 10.5 123.4 0074 95 856 1/24/07 Sewer S-i Sta. 10+25 5' BFG 13.9 108.9 0768 95 857 1/24/07 Sewer S-i Sta. 10+50 4' BFG 13.2 109.5 0768 94 858 1/24/07 Sewer S-i Sta. 10+75 3' BFG 12.9 109.4 0768 94 859 1/24/07 Sewer S-i Sta. 10+35 2' BFG 13.8 107.9 0768 93 860 1/24/07 Sewer S-i Sta. 10+50 3' BFG 13.5 109.7 0768 94 861 1/24/07 Sewer S-i Sta. 10+75 2' BFG 13.0 109.5 0768 94 862 1/25/07 CMUWail-G 3' BFG 10.7 121.2 0074 94 863 1/25/07 CMUWall-G 3'BFG 10.2 123.5 0074 96 864 1/25/07 CMUWalI-G 2' BFG 9.9 121.9 0074 95 865 1/25/07 CMUWa1I-G 2' BFG 10.0 123.4 0074 96 866 1/25/07 CMUWall-G 1'BFG 10.9 122.0 0074 95 867 1/25/07 CMUWali-G 1'BFG 10.4 123.6 0074 96 868 1/25/07 CMUWali-I 5'BFG 14.9 103.9 0851 94 869 1/25/07 CMUWa1i-I 3' BFG 15.0 102.7 0851 92 870 1/25/07 CMU Wall-I 4' BFG 14.2 105.3 0851 95 871 1/25/07 CMUWali-I 5' BFG 14.5 104.6 0851 94 872 1/25/07 CMUWali-I 3' BFG 14.0 104.6 0851 94 873 1/26/07 CMUWali-I 4' BFG 14.9 103.9 0851 94 874 1/26/07 CMU Wall-I 4' BFG 14.3 103.1 0851 93 875 1/26/07 CMUWa1i-I 3' BFG 14.0 103.9 0851 94 876 1/26/07 CMUWali-I 2' BFG 13.9 104.7 0851 94 .877 1/26/07 CMUWali-I 2' BFG 14.8 103.4 0851 93 878 1/26/07 Sewer-i ME on Cannon 4' BFG 13.0 109.6 0768 94 879 1/26/07 Sewer-i MB on Cannon 3' BFG 13.8 107.6 0768 92 880 1/26/07 Sewer-i MHon Cannon 2' BFG 13.2 109.1 0768 94 81 1/26/07 Sewer-i MB on Cannon i' BFG 13.9 110.8 0768 95 382 1/26/07 Sewer- ilvtHonCarinon Base 13.0 117.3 0083 96 383 1/26/07 Sewer- iMBonCannon Base 12.9 116.8 0083 95 884 1/26/07 Sewer-i MIH on Cannon Base 12.6 117.3 0083 96 878a 1/29/07 CMUWal1-O FG 14.9 107.1 0850 93 879a 1/29/07 CMU Wall-O 2' BFG 14.0 107.8 0850 94 80a 1/29/07 CMUWall-O 4' BFG 14.5 108.3 0850 95 881a 1/29/07 CMUWall-O 6' BFG 13.9 108.7 0850 95 Test # Date Location Depth! Elev. (Ft.) Field Moisture Content (%) Field Dry Density (pcf) Lab # Relative Comp. (%) Remarks 882a 1/29/07 CMU Wall-O 6' BFG 14.6 106.9 0850 93 883a 1/29/07 CMUWaIl-O 4' BFG 14.3 108.0 0850 94 884a 1/29/07 CMU Wall-U 2' BFG 14.8 107.1 0850 93 885 1/30/07 CMU Wall-O 1' BFG 13.9 107.0 0850 93 886 1/30/07 CMUWall-O 3'BFG 14.9 107.5 0850 94 887 1/30/07 CMU Wall-0 5'BFG 14.2 107.7 0850 94 888 1/30/07 CMU Wall-0 5' BFG 14.6 108.1 0850 94 889 1/30/07 CMU Wall-0 3' BFG 14.0 107.4 0850 93 890 1/30/07 CMU Wall-O 1' BFG 14.8 106.4 0850 92 891 1/30/07 CMU Wall-0 FG 14.5 107.6 0850 94 892 2/1/07 CMU Wall-U FG 14.9 106.3 0850 93 893 1/30/07 CMU Wall-0 2' BFG 15.0 107.7 0850 94 894 1/30/07 CMU Wall-0 4' BFG 14.5 107.4 0850 94 895 1/30/07 CMU Wall-0 4' BFG 14.8 107.0 0850 93 896 1/30/07 CMU Wall-0 FG 13.9 107.0 0850 93 897 1/30/07 CMU Wall-0 3' BFG 14.2 107.1 0850 93 898 1/30/07 CMUWaII-O 3'BFG 14.5 107.9 0850 94 899 2/2/07 CMU Wall-U 3' BFG 14.9 107.1 0850 93 900 2/2/07 CMU Wall-O 2' BFG 13.8 107.6 0850 94 901 2/2/07 CMU Wall-U 3' BFG 14.7 107.8 0850 94 902 2/2/07 CIvfUWal1-O 1' BFG 14.0 106.9 0850 93 903 2/2/07 CMU Wall-O FG 14.5 106.6 0850 93 904 2/2/07 CMU Wall-U 1' BFG 14.8 107.1 0850 93 905 2/5/07 CMU Wall-N FO 14.7 107.2 0850 93 906 2/5/07 CMU Wall-N FG 13.8 107.1 0850 93 907 2/5/07 CMU Wall-N 2' BFG 14.5 107.2 0850 93 908 2/5/07 CMU Wall-N 7' BFG 14.0 107.9 0850 94 909 2/5/07 CMU Wall-N 7' BFG 14.7 106.8 0850 93 910 2/5/07 CMU Wall-N 6' BFG 14.2 108.3 0850 95 911 2/5/07 CMU Wall-N 6' BFG 14.6 107.4 0850 93 912 2/5/07 CMU Wall-N 1' BFG 13.7 107.1 0850 93 913 2/5/07 CMU Wall-N FG 14.9 107.7 0850 94 914 2/5/07 CMU Wall-N 5' BFG 14.0 106.9 0850 93 915 2/5/07 CMU Wall-N 5'BFG 14.6 107.3 0850 93 916 2/5/07 CMU Wall-N 4'BFG 14.3 108.2 0850 95 917 2/5/07 CMU Wall-N 4'BFG 13.9 108.1 0850 95 918 2/6/07 CMU Wall-N FG 14.8 107.9 0850 94 Test # Date Location Depth! Elev. (Ft.) Field Moisture Content (%) Field Dry Density (pcf) Lab # Relative Comp. (%) Remarks 919 2/6/07 CMU Wall-N 3' BFG 14.5 107.2 0850 93 920 2/6/07 CMU Wall-N 4' BFG 13.9 107.9 0850 94 921 2/6/07 CMU Wall-N 2' BFG 14.2 106.9 0850 93 922 2/6/07 CMU Wall-N 2' BFG 14.7 107.7 0850 94 923 2/6/07 CMU Wall-N 1' BFG 14.9 106.2 0850 92 924 2/6/07 CMU Wall-N FG 13.9 108.7 0850 95 925 2/7/07 CMU Wall-F FG 14.8 107.8 0851 97 926 2/7/07 CMU Wall-F FG 13.9 108.9 0851 98 927 2/7/07 CMU Wall-F FG 14.5 107.5 0851 96 928 2/7/07 CMU Wall-F FG 14.7 107.6 0851 97 929 2/8/07 8" Sewer tie-in Sta. 3+70 5' BFG 13.9 108.9 0768 94 930 2/8/07 8" Sewer tie-in Sta. 3+70 4' BFG 12.9 109.4 0768 94 931 2/8/07 8" Sewer tie-in Sta. 3+70 3' BFG 13.5 108.4 0768 93 932 2/8/07 8" Sewer tie-in Sta. 3+70 2' BFG 13.0 108.8 0768 93 933 2/8/07 8" Sewer tie-in Sta. 4+74 1' BFG 13.7 108.9 0768 94 934 2/8/07 8" Sewer tie-in Sta. 4+74 FG 13.5 113.0 0768 97 935 2/16/07 Keystone Wall-F 5' BFG 9.8 108.6 0590 97 936 2/16/07 Keystone Wall-F 4' BFG 10.0 108.1 0590 97 937 2/16/07 Keystone Wall-F 3' BFG 12.2 106.1 0590 95 938 2/16/07 Keystone Wall-F 2' BFG 12.0 105.4 0590 94 939 2/16/07 Keystone Wall-F 1' BFG 12.5 105.5 0590 94 940 2/16/07 Keystone Wall-F FG 12.2 104.9 0590 94 941 2/21/07 Wall-N Sta. 2+10 1' TOW 9.3 122.0 0074 95 942 2/21/07 CMU Wall-N 1' TOW 10.7 123.6 0074 96 943 2/21/07 CMU Wall-N 1' TOW 10.9 121.9 0074 96 944 2/21/07 CMU Wall-N 2' TOW 8.3 116.9 0074 91 945 2/21/07 CMU Wall-N 2' TOW 8.3 120.1 0074 93 946 2/21/07 CMU Wall-N 2' TOW 9.4 122.4 0074 96 947 2/21/07 CMU Wall-N 3' TOW 8.2 117.6 0074 91 948 2/26/07 CMU Wall-N 3' TOW 9.8 119.1 0074 93 949 2/26/07 CMU Wall-N 4' TOW 9.6 118.7 0074 92 950 2/26/07 CMU Wall-N 5' TOW 8.5 115.7 0074 90 951 2/26/07 CMU Wall-N 5' TOW 10.3 117.5 0074 92 952 2/26/07 CMU Wall-N 5' TOW 8.2 115.8 0074 90 953 2/26/07 CMU Wall-N 5' TOW 9.5 115.2 0074 90 954 2/26/07 CMU Wall-N 5' TOW 9.0 118.6 0074 92 955 3/9/07 SD @ Hidden V 2' BEG 11.0 112.9 0574 93 Test # Date Location Depth! Elev. (Ft.) Field Moisture Content (%) Field Dry Density (pcf) Lab # Relative Comp. (%) Remarks 956 3/9/07 SD @ Hidden V 2' BEG 14.0 103.0 0574 84 Failed 957 3/9/07 SD @ Hidden V 1' BEG 15.6 110.7 0574 91 Retest 957 958 3/9/07 SD @ Hidden V 1' BEG 7.5 122.5 0333 93 959 3/12/07 SD @ Hidden V Base 5.0 127.2 0333 95 960 3/12/07 SD @ Hidden V Base 5.0 127.0 0333 95 961 3/12/07 SD @ Hidden V FG 10.9 110.1 0574 90 962 3/12/07 SD @ Hidden V FG 12.3 110.2 0574 90 963 3/12/07 SD@ Hidden V FG 10.9 110.1 0574 90 964 3/12/07 SD @ Hidden V Base 5.0 129.0 0333 96 965 3/12/07 SD @ Hidden V Base 5.3 127.3 0333 95 966 3/12/07 Elect. Vault 3' BFG 7.3 115.5 0074 90 967 3/12/07 Elect. Vault 3' BFG 8.2 122.7 0074 95 968 3/12/07 Elect. Vault 1.5'BFG 7.3 116.2 0074 1 90 969 3/12/07 Elect. Vault 1.5'BFG 7.2 122.9 0074 95 970 3/14/07 Elect/Comm/Gas Sta. 13+00 3.5'BFG 8.6 99.3 0590 90 971 3/14/07 Elect/Comm/Gas Sta. 14+00 3.5'BFG 8.8 99.7 0590 90 972 3/14/07 Elect/Comm/Gas Sta. 15+00 3.5'BFG 8.7 10.0 0590 93 973 3/14/07 Elect/Comm/Gas Sta. 12+00 3.5'BFG 9.3 99.2 0590 90 974 3/14/07 Elect/Comm/Gas Sta. 11+00 3.5'BFG 8.2 103.0 0590 97 975 3/14/07 Elect/Comm/Gas Sta. 10+00 3.5'BFG 11.6 100.9 0590 91 976 3/14/07 Elect/Comm/Gas Sta. 9+00 3.5'BFG 10.0 99.9 0590 90 977 3/15/07 Elect/Comm/Gas Sta. 6+50 4' BFG 9.1 101.2 0590 91 978 3/15/07 Elect/Comm/Gas Sta. 8+00 4' BFG 8.4 108.7 0590 98 979 3/15/07 Elect./Comm./Gas Sta. 8+50 3' BFG 9.6 105.5 0590 95 980 3/15/07 Elect./Comm./Gas Sta. 9+50 3' BFG 8.4 103.9 0590 98 981 3/15/07 Elect./Comm./Gas Sta. 10+50 3' BFG 8.5 104.2 0590 94 982 3/15/07 Elect/Comm/Gas Sta. 11+50 3' BFG 8.2 105.0 0590 94 983 3/15/07 Elect./Comm./Gas Sta. 15+50 3' BFG 8.1 103.0 0590 93 984 3/16/07 Elect/Comm. Hidden V. 1' BFG 7.8 116.1 0074 90 985 3/16/07 Elect/Comm. Hidden V. Base 5.6 128.1 0175 96 986 3/16/07 Elect/Comm. Hidden V. Base 5.5 127.8 0175 96 987 3/16/07 Elect/Comm. Hidden V. Base 6.5 126.8 0175 95 988 3/16/07 Elect./Comni. Hidden V. Base 5.0 127.1 0175 95 989 3/20/07 Elect/Comm/Gas Sta. 4+25 186 8.0 117.7 0074 92 990 3/20/07 Elect/Comm/Gas Sta. 4+50 186 10.2 116.4 0074 91 991 3/20/07 Elect/Comm/Gas Sta. 4+75 188 8.3 116.0 0074 90 992 3/20/07 Elect/Comm/Gas Sta. 5+00 188 9.3 122.0 0074 95 Field Field Depth! Moisture Dry Relative Test # Date Location Elev. Content Density Lab # Comp. Remarks (Ft) (% (ncfl (% 993 3/20/07 Elect/Comm/Gas Sta. 5+25 190 10.8 117.8 0074 92 994 3/20/07 Elect/Comm/Gas Sta. 5+50 190 8.2 121.4 0074 94 995 3/20/07 Elect/Comm/Gas Sta. 5+75 194 8.1 115.7 0074 90 996 3/20/07 Elect/Comm/Gas Sta. 6+00 194 11.0 117.1 0074 91 997 3/20/07 Elect/Comm/Gas Sta. 6+50 196 9.5 120.7 0074 94 998 3/21/07 Elect/Comm/Gas Sta. 6+75 196 8.9 113.8 0190 90 999 3/21/07 Elect./Comm./Gas Sta. 7+00 196 8.9 113.9 0190 90 1000 3/21/07 Elect./Comm./Gas Sta. 7+50 200 11.2 119.6 0190 94 1001 3/21/07 Elect/Comm/Gas Sta. 7+75 202 10.6 119.2 0190 94 1002 3/21/07 Elect/Comm/Gas Sta. 8+00 204 8.5 123.0 0190 97 1003 3/21/07 Elect/Comm/Gas Sta. 9+00 204 8.7 121.0 0190 96 1004 3/21/07 Elect/Comm/Gas Sta. 206 9.1 120.9 0190 96 1005 3/21/07 Elect/Comm/Gas Sta. 10+00 214 8.6 121.1 0190 96 1006 3/21/07 Elect/Comm/Gas Sta. 10+75 214 8.8 120.0 0190 95 1007 3/21/07 Elect/Comm/Gas Sta. 11+00 216 9.9 122.3 0190 97 1008 3/21/07 Elect/Comm/Gas Sta. 11+75 220 9.0 120.2 0190 95 1009 3/22/07 Elect/Comm/Gas Sta. 12+25 222 9.2 120.2 0190 95 1010 3/22/07 Elect/Comm/Gas Sta. 12+75 226 9.3 120.3 0190 95 1011 3/22/07 Elect/Comm/Gas Sta. 13+00 226 8.7 123.1 0190 97 1012 3/22/07 Elect/Comm/Gas Sta. 13+50 229 9.0 115.8 0589 97 1013 3/22/07 Elect/Comm/Gas Sta. 14+00 230 9.0 115.5 0589 97 1014 3/22/07 Elect/Comm/Gas Sta. 14+50 228 9.6 115.1 0589 96 1015 3/22/07 Elect/Comm/Gas Sta. 15+00 227 9.7 114.9 0589 96 1016 3/22/07 Elect/Comm/Gas Sta. 16+00 224 9.5 115.2 0589 96 1017 3/22/07 Elect./Comm./Gas Sta. 16+25 225 10.4 .113.9 0589 95 1018 3/22/07 Elect/Comm/Gas Sta. 16+50 226 9.2 114.0 0589 95 1019 3/23/07 Elect./Comm./Gas Sta. 43+09 FG 11.7 108.8 0589 92 1020 3/23/07 Elect./Comm./Gas Sta. 43+34 FG 9.2 114.0 0589 95 1021 3/26/07 Electrical Sta. 17+00 224 10.9 117.3 0589 98 1022 3/26/07 Electrical Sta. 17+00 226 10.0 113.5 0589 95 1023 3/27/07 Electrical Sta. 22+90 225 9.6 117.6 0589 98 1024 3/27/07 Electrical Sta.22+85 228 9.1 118.0 0589 98 1025 3/27/07 Electrical Sta. 22+80 229 10.1 114.2 0589 96 1026 3/27/07 1 Electrical Sta. 22+50 227 9.0 113.7 1 0589 95 1027 3/28/07 Curb (. Hidden Entry FG 11.0 116.1 0174 95 - 1028 3/28/07 Curb @ Hidden Entry Base 7.1 127.1 0175 .95 1029 3/28/07 Sidewalk @ Hidden Entry FG 10.2 110.5 0174 91 Test # Date Location Depth/ Elev. (Ft.) Field Moisture Content (%) Field Dry Density (pet) Lab # Relative Comp. (%) Remarks 1030 3/28/07 Curb @ Hidden Entry FG 10.4 116.7 0174 96 1031 3/28/07 Entry At Hidden FG 10.0 116.1 0174 95 1032 3/28/07 Entry At Hidden V Base 7.4 127.0 0175 95 1033 3/29/07 Resort Driveway Curb FG 9.7 113.6 0589 96 1034 3/29/07 Resort Driveway Curb FG 9.0 116.0 0589 97 1035 3/29/07 Resort Driveway Curb FG 9.1 114.1 0589 95 1036 3/29/07 Resort Driveway Curb FG 9.6 116.2 0589 97 1037 3/29/07 Resort Driveway Curb FG 9.7 117.5 0589 98 1038 3/29/07 Resort Driveway Curb FG 9.1 115.9 0589 97 1039 3/29/07 Resort Driveway Curb FG 9.4 114.2 0589 96 1040 3/29/07 Gas @ Hidden V 2' BFG 7.5 127.9 0175 96 1041 3/29/07 Gas @ Hidden V 2' BFG 6.8 129.0 0175 97 1042 3/29/07 Gas @ Hidden V BFG 10.0 116.5 0174 95 1043 3/29/07 Comm. Vault Sta. 20+14 BFG 8.7 107.4 0589 90 1044 3/29/07 Comm. Vault Sta. 20+14 1' BFG 9.1 107.7 0589 90 1045 3/30/07 Resort Driveway Curb FG 9.6 117.1 0589 98 1046 3/30/07 Resort Driveway Curb FG 8.1 117.0 0589 98 1047 3/30/07 Resort Driveway Curb FG 8.0 115.8 0589 97 1048 3/30/07 Resort Driveway Curb FG 8.8 113.7 0589 95 1049 3/30/07 Resort Driveway Curb FG 8.8 113.6 0589 95 1050 3/30/07 Resort Driveway Curb FG 8.7 113.9 0589 95 1051 3/30/07 Resort Driveway Curb FG 8.4 114.6 0589 96 1052 3/30/07 Gas @HiddenV FG 9.4 116.2 0174 95 1053 3/30/07 Gas @ Hidden V Base 6.6 127.0 0175 95 1054 3/30/07 Gas @ Hidden V Base 6.7 127.1 0175 95 1055 3/30/07 Gas @HiddenV Base 6.8 127.0 0175 95 1056 4/2/07 Resort Dr. Median Sta. 8+00 FG 8.0 113.6 0589 95 1057 4/2/07 Resort Dr. Median Sta. 8+50 FG 8.1 114.5 0589 96 1058 4/2/07 Resort Dr. Median Sta. 7+25 FG 9.3 116.5 0589 97 1059 4/2/07 Resort Dr. Median Sta. 6+00 FG 8.0 114.1 0589 95 1060 4/2/07 Resort Dr. Median Sta. 5+50 FG 8.7 114.5 0589 96 1061 4/2/07 Resort Dr. Median Sta. 4+00 FG 7.8 118.1 0589 99 1062 4/2/07 Resort Dr. Median Sta. 3+25 FG 9.0 114.3 0589 96 1063 4/2/07 Sidewalk @ Hidden V. FG 10.3 113.1 0174 93 1064 4/2/07 Sidewalk @ Hidden V. FG 10.0 117.1 0174 96 1065 4/2/07 Sidewalk @ Hidden V. FG 10.8 117.1 0174 96 1066 4/2/07 Sidewalk @ Hidden V. FG 10.5 110.8 0174 91 Test # Date Location Depth/ Elev. (Ft.) Field Moisture Content (%) Field Dry Density (pci) Lab # Relative Comp. (%) Remarks 1067 4/3/07 Gas @ Road @ Conf. Center 2' BFG 6.6 114.8 0589 96 1068 4/3/07 Gas @ Road @ Conf. Center 2' BFG 6.2 113.8 0589 95 1069 4/3/07 Gas @ Road @ Conf. Center 1' BFG 6.0 116.8 0589 97 1070 4/3/07 Parking East of Sales Bldg. FG 7.5 111.2 0768 95 1071 4/3/07 Parking East of Sales Bldg. FG 7.3 110.9 0768 95 1072 4/3/07 Parking East of Sales Bldg. FG 7.0 112.2 0768 96 1073 4/3/07 Parking East of Sales Bldg. FG 8.2 110.4 0768 95 1074 4/4/07 Irrigation @ Resort Dr. FG 8.2 116.8 0589 98 1075 4/4/07 Irrigation @ Resort Dr. FG 7.5 113.4 0589 95 1076 4/4/07 Irrigation @ Resort Dr. FG 7.2 114.6 0589 96 1077 4/5/07 Irrigation @ Resort Dr. FG 9.0 117.4 0589 98 1078 4/5/07 Irrigation @ Resort Dr. FG 9.1 113.6 0589 95 1079 4/6/07 Irrigation @ Resort Dr. FG 8.2 114.3 0589 96 1080 4/6/07 Irrigation @ Resort Dr. FG 8.0 113.4 0589 95 1081 4/6/07 Irrigation @ Resort Dr. FG 8.1 115.0 0589 96 1082 4/6/07 Irrigation @ Resort Dr. FG 8.6 117.4 0589 98 1083 4/6/07 Irrigation @ Resort Dr. FG 7.5 113.4 0589 95 1084 4/6/07 Irrigation @ Resort Dr. FG 7.5 116.8 0589 98 1085 4/6/07 Irrigation @ Resort Dr. FG 7.2 114.5 0589 96 1086 4/6/07 Reclaimed Water Sta. 42+00 3' BFG 12.7 110.0 0589 92 1087 4/6/07 Reclaimed Water Sta. 41+80 2' BFG 11.4 107.8 0589 90 1088 4/6/07 Reclaimed Water Sta. 42+20 FG 11.2 113.7 0589 95 1089 4/12/07 Transformer Pad, west side PG 8.0 113.8 0589 95 1090 4/12/07 Elect. Lat on Resort Dr. 2+64 2' BPG 9.1 111.2 0589 93 1091 4/12/07 Elect. Lat on Resort Dr. 2+64 1' BFG 10.4 113.6 0589 95 1092 4/16/07 Elect/Comm/Gas Sta. 41+40 Base 6.7 128.3 0175 96 1093 4/16/07 Elect/Comm/Gas Sta. 41+75 FG 10.0 108.4 0589 91 1094 4/16/07 Elect/Comm/Gas Sta. 41+85 FG 9.0 107.8 0589 90 1095 4/16/07 Elect/Comm/Gas Sta. 42+10 FG 9.2 107.9 0589 90 1096 4/16/07 Elect/Comm/Gas Sta. 42+30 FG 9.3 108.1 0589 91 1097 4/16/07 Gas Sta. 18+50 2' BFG 10.3 113.5 0589 95 1098 4/16/07 Gas Sta. 19+00 1'BFG 8.3 113.8 0589 95 1099 4/16/07 1 Gas Sta. 19+50 2' BFG 9.2 115.2 0589 96 1100 4/16/07 Gas Sta. 20+25 2' BFG 9.0 113.6 0589 95 1101 4/16/07 Gas Sta. 20+75 1'BFG 9.0 115.2 0589 97 Test # Date Location Depth! Elev. (Ft.) Field Moisture Content (%) Field Dry Density (pcf) Lab # Relative Comp. (%) Remarks 1102 4/17/07 Gas Sta. 21+75 PG 8.7 114.0 589 95 1103 4/17/07 Gas Sta. 21+25 FG 8.8 114.1 589 96 1104 4/17/07 Elect/Gas Line Sales Bldg. 1'BFG 8.3 114.2 589 96 1 1105 4/17/07 Elect/Gas Line E Sales Bldg. PG 8.2 113.8 589 95 1106 4/17/07 Elect/GasE Sales Bldg. 1' FG 9.1 115.6 589 97 1107 4/17/07 Elect/Gas S Sales Bldg. FG 8.8 113.8 589 95 1108 4/17/07 Elect/Gas s Sales Bldg. FG 9.5 113.6 589 95 1109 4/18//07 4" Electrical Sta. 17+00 FG 8.4 113.8 589 95 1110 4/18//07 4" Electrical Sta. 18+25 FG 8.8 114.0 589 95 1111 4/18//07 Water Tie-in Cannon Rd. 2' BPG 9.5 115.5 589 96 1112 4/18//07 Water Tie-in Cannon Rd. FG 9.2 117.5 589 98 1113 4/23/07 Curb/Gutter FG 8.3 116.2 589 97 1114 4/23/07 Curb/Gutter FG 8.5 113.9 589 95 1115 4/23/07 Curb/Gutter FG 8.2 115.9 589 97 1116 4/23/07 Curb/Gutter FG 8.3 114.6 589 96 1117 4/23/07 Curb/Gutter FG 10.3 116.9 589 98 1118 4/23/07 Curb/Gutter FG 8.3 113.7 589 95 1119 4/23/07 Curb/Gutter FG 9.6 116.2 589 97 1120 4/24/07 Elect. Sta. 6+70 1' BFG 8.1 114.3 589 96 1121 4/24/07 Elect. Sta. 6+70 FG 9.0 116.5 589 98 1122 4/24/07 Elect. Sta. 7+00 FG 10.5 117.4 589 98 1123 4/24/07 Elect. Sta. 7+50 1'PG 9.0 114.2 589 96 1124 4/24/07 Elect. Sta. 8+00 FG 8.5 115.6 589 97 1125 4/24/07 Curb/Gutter Median Sta. 2+75 FG 8.4 114.2 589 96 1126 4/24/07 Curb/Gutter Median Sta. 2+75 FG 9.5 113.6 589 96 1127 4/24/07 Curb/Gutter Sta. 21+00 FG 10.2 117.4 589 98 1128 4/24/07 Curb/Gutter Sta. 19+00 FG 11.0 113.6 589 96 1129 4/24/07 Curb/Gutter Sta. 17+00 FG 9.8 116.1 589 97 1130 4/24/07 Lot 1 Access Road Curb FG 9.0 113.0 589 95 1131 4/24/07 Lot I Access Road Curb FG 9.0 117.5 589 98 1132 4/24/07 Lot 1 Access Road Curb FG 9.8 113.9 589 95 1133 4/24/07 Lot 1 Access Road Curb FG 9.0 113.8 589 95 1134 4/25/07 Parking Lot 16 FG 10.3 115.4 589 97 1135 4/25/07 Parking Lot 16 FG 11.1 114.8 589 96 1136 4/25/07 Parking Lot 16 FG 9.8 116.8 589 98 1137 4/25/07 Parking Lot 16 FG 9.1 113.8 589 95 Test # Date Location Depth/ Elev. (Ft.) Field Moisture Content (%) ld y :Density f) Lab # Relative Comp. (%) Remarks 1138 4/25/07 Parking West Side Sta 22+50 FG 9.2 113.7 589 95 1139 4/25/07 Parking West Side Sta 22+50 FG 8.7 113.9 589 95 1140 Not Used FG 589 1141 4/25/07 Irrigation Sta. 19+75 FG 10.4 115.1 589 96 1142 4/25/07 Irrigation Sta. 18+75 FG 9.1 114.0 589 95 1143 4/25/07 Irrigation Lateral Sta. 19+50 FG 11.0 115.2 589 96 1144 4/25/07 Irrigation Lateral Sta. 16+75 FG 9.4 114.5 589 96 1145 Not Used FG 1146 Not Used FG 1147 Not Used FG 1148 4/26/07 Lot 15 Parking Lot Curb FG 9.6 115.9 589 97 1149 4/26/07 Lot 15 Parking Lot Curb FG 9.2 115.8 589 97 1150 4/26/07 Lot 15 Parking Lot Curb FG 8.9 115.5 589 97 1151 4/27/07 Median Curb Sta. 17+75 FG 8.4 115.4 589 97 1152 4/27/07 Median Curb Sta. 19+25 FG 8.9 115.0 589 96 1153 4/27/07 Median Curb Sta. 16+75 FG 8.7 115.3 589 96 1154 4/27/07 East Curb Sta. 17+75 FG 8.4 115.6 589 97 1155 4/27/07 Median Curb Sta. 19+50 FG 8.5 114.5 589 96 1156 4/27/07 East Curb Sta. 20+25 FG 8.9 114.0 589 95 1157 4/27/07 SDGE Vault #35 Sta 23+25 1' BFG 11.0 115.0 589 96 1158 4/27/07 SDGE Vault #35 Sta 23+10 1'BFG 9.2 114.6 589 96 1159 4/27/07 SDGE Vault #35 Sta 23+00 FG 9.0 117.1 589 98 1160 4/30/07 irrigation Elect. Sta. 21+00 FG 8.4 114.0 589 95 1161 4/30/07 irrigation Elect. Sta. 21+60 FG 8.7 114.8 589 96 1162 5/1/07 Resort Driveway Sta. 15+75 FG 8.0 115.6 589 97 1163 5/1/07 Resort Driveway Sta. 15+75 FG 8.1 117.6 589 98 1164 5/1/07 Resort Driveway Sta. 13+75 FG 8.1 113.5 589 95 1165 5/1/07 Resort Driveway Sta. 13+75 FG 8.4 113.5 589 95 1166 5/1/07 Resort Driveway Sta. 16+61 FG 8.3 115.4 589 97 1167 5/1/07 Resort Driveway Sta. 18+55 FG 8.4 115.6 589 97 1168 5/2/07 Irrigation Sta. 20+40 FG 8.2 116.1 589 97 1169 5/2/07 Irrigation Sta. 18+05 FG 8.5 115.9 589 97 1170 5/2/07 Resort Dwy. Curb Sta. 18+25 FG 9.8 117.7 589 99 1171 5/2/07 Resort Dwy. Curb Sta. 19+00 FG 8.3 116.4 589 98 Test # Date Location 1172 5/2/07 1 Resort Dwy. Curb Sta. 19+50 Field Field Depthl Moisture Dry Elev. Content Density (Ft.) (%) (pcf) FG 8.3 1 117.3 Relative Lab # Comp. Remarks II (%) 589 I 98 1173 5/2/07 Resort Dwy. Curb Sta. 16+60 FG 8.5 113.7 589 95 1174 5/2/07 Resort Dwy. Curb Sta. 16+20 FG 8.4 117.8 589 99 1175 5/2/07 Resort Dwy. Curb Sta. 16+20 FG 9.2 117.3 589 98 1176 5/2/07 Resort Dwy. Curb Sta. 16+20 FG 9.1 113.8 589 95 1177 5/2/07 Sidewalk West Side Sta 2+00 FG 8.2 109.0 589 91 1178 5/2/07 Sidewalk West Side Sta 3+00 FG 8.7 112.0 589 94 1179 5/2/07 Sidewalk West Side Sta 4+00 FG 9.1 113.3 589 95 1180 5/2/07 Sidewalk West Side Sta, 6+00 FG 8.0 114.1 589 96 1181 5/2/07 Sidewalk West Side Sta 9+00 FG 8.2 114.1 589 96 1182 5/3/07 Resort Driveway Sta 3+00 FG 8.5 118.7 589 99 1183 5/3/07 Resort Driveway Sta 3+00 FG 9.0 118.1 589 99 1184 5/3/07 Resort Driveway Sta 5+00 FG 8.0 119.1 589 99 1185 5/3/07 Resort Driveway Sta 5+00 FG 8.7 116.4 589 97 1186 5/3/07 Resort Driveway Sta 7+00 FG 8.0 117.8 589 99 1187 5/3/07 Resort Driveway Sta 7+00 FG 8.7 117.6 589 98 1188 5/3/07 Resort Driveway Sta 9+00 FG 8.3 118.7 589 99 1189 5/3/07 Resort Driveway Sta 9+00 FG 9.3 118.8 589 99 1190 5/3/07 Resort Driveway Sta ll+00 FG 8.9 118.6 589 99 1191 5/3/07 Resort Driveway Sta ll+00 FG 10.9 119.3 589 99 1192 5/3/07 Resort Driveway Sta 13+00 FG 8.4 116.9 589 98 1193 5/3/07 Resort Driveway Sta 13+00 FG 9.9 119.0 589 99 1194 5/3/07 Resort Driveway Sta l5+00 FG 8.0 117.2 589 98 1195 5/3/07 Resort Driveway Sta l5+00 FG 8.1 116.6 589 98 1196 5/3/07 Irrigation Lateral Sta 18+85 FG 10.0 115.2 589 96 1197 5/3/07 Gas @ Hidden V. Sta 40+50 6" BFG 11.3 116.0 174 95 1198 5/3/07 Gas @ Hidden V. Sta. 40+50 3" BFG 7.0 128.8 175 97 1199 5/4/07 Resort Dr. Curb Sta 18+00 FG 8.3 114.2 589 96 1200 5/4/07 Curb At Sales Bldg. FG 9.1 117.7 589 99 1201 5/4/07 Sidewalk West Side Sta 9+00 FG 8.1 112.5 589 94 1202 5/4/07 Sidewalk West Side Sta 10+00 FG 9.0 117.5 589 98 1203 5/7/07 Sidewalk West Side Sta 12+00 FG 8.2 108.9 589 91 1204 5/7/07 Sidewalk West Side Sta 13+00 FG 7.8 109.1 589 91 1205 5/7/07 Sidewalk West Side Sta 14+00 FG 8.3 108.9 589 91 1206 5/7/07 Sidewalk West Side Sta 15+00 FG 8.5 115.8 589 97 IL_1207 5/7/07 Sidewalk West Side Sta 16+00 FG 7.8 110.9 589 93 1208 5/7/07 Sidewalk West Side Sta 17+00 FG 7.5 117.7 589 99 Test # Date Location Depth! Elev. (Ft.) Field Moisture Content (%) Field Dry Density (pcf) Lab # Relative Comp. (%) Remarks 1209 5/7/07 Lot 1 Access Road Sta 28+50 FG 10.5 117.4 589 98 1210 5/7/07 Lot 1 Access Road Sta 29+00 FG 8.1 116.4 589 97 1211 5/7/07 Lot I Access Road Sta 29+75 FG 8.3 116.1 589 97 1212 5/7/07 Lot! Access Road Sta 30+75 FG 8.0 113.2 589 95 1213 5/7/07 Lot lAccess Road Sta 31+50 FG 8.2 118.3 589 99 1214 5/7/07 Lot 16 Access Road Sta 12+25 FG 8.9 115.9 589 97 1215 5/7/07 Lot 16 Access Road Sta 11+25 FG 152.5 116.4 589 97 1216 5/7/07 Lot 16 Access Road Sta 10+25 FG 11.8 117.9 589 99 1217 5/9/07 Driveway Sta 17+00 FG 9.9 118.1 589 99 1218 5/9/07 Driveway Sta 17+00 FG 9.6 117.5 589 98 1219 5/9/07 Driveway Sta 19+00 FG 9.5 117.4 589 98 1220 5/9/07 Driveway Sta 19+00 FG 9.2 117.1 589 98 1221 5/9/07 Driveway Sta 21+00 FG 10.5 116.2 589 97 1222 5/9/07 Driveway Sta 21+00 FG 8.4 117.9 589 99 1223 5/11/07 Curb Parking Lot 15 FG 10.3 118.2 589 99 1224 5/11/07 Curb Parking Lot l5 FG 8.6 113.9 589 95 1225 5/11/07 Curb Parking Lot 15 FG 9.7 116.0 589 97 1226 5/11/07 Curb Parking Lot 15 FG 8.9 118.3 589 99 1227 5/11/07 Curb Parking Lot 15 FG 9.1 118.5 589 99 1228 5/11/07 Curb Parking Lot 15 FG 6.9 114.7 589 96 1229 5/11/07 Curb Parking Lot 15 FG 6.5 114.3 589 96 1230 5/11/07 Sdge Vault #22 Sta 26+50 FG 8.7 115.0 589 96 1231 5/11/07 Sdge Vault #22 Sta 26+40 FG 10.9 108.1 589 90 1232 5/11/07 Sdge Vault #22 Sta 26+30 FG 8.0 116.0 589 97 1233 5/14/07 Curb Parking Lot 15 FG 11.8 118.0 589 99 1234 5/14/07 Curb Parking Lot 15 FG 8.5 118.1 589 99 1235 5/14/07 Curb Parking Lot 15 FG 9.0 118.5 589 99 1236 5/14/07 Curb Parking Lot 15 FG 8.0 117.2 589 98 1237 5/14/07 Curb Parking Lot 15 FG 10.2 119.1 589 99 1238 5/16/07 Curb Parking Lot 15 FG 8.8 118.1 589 99 1239 5/16/07 Curb Parking Lot 15 FG 8.1 117.7 589 98 1240 5/16/07 Curb Parking Lot 15 FG 8.5 117.5 589 98 1241 5/16/07 Parking Lot 16 Pedestal FG 7.7 113.8 589 95 1242 5/16/07 Parking Lot 16 Pedestal FG 8.1 114.0 589 95 1243 5/16/07 Hidden V. Sidewalk FG 8.1 112.8 589 94 1244 5/16/07 Hidden V. Sidewalk FG 9.3 113.9 589 95 1245 5/23/07 Elect/Comm/Gas Sta 22+00 2' BFG 8.5 114.2 589 96 1246 5/23/07 Gas Conduit Sta 22+00 2' BFG 9.8 117.7 589 99 1247 5/23/07 Gas Conduit Sta 22+50 2' BFG 9.5 118.6 589 99 Test # Date Location Depth/ Elev. (Ft.) Field Moisture Content (%) Field Dry Density (pcf) Lab # Relative Comp. (%) Remarks 1248 5/23/07 Gas Conduit Sta 23+00 2' BFG 8.6 115.8 589 97 1249 5/23/07 Gas Conduit Sta 23+50 2' BFG 10.9 115.6 589 97 1250 5/23/07 Water Repair East Lane Sta 8+90 FG 8.6 113.5 589 95 1251 5/24/07 Elect/Comm Sta 24+50 3' BFG 12.4 113.7 589 95 1252 5/24/07 Elect/Comm Sta 25+00 2'BFG 9.6 115.9 589 97 1253 5/24/07 Gas Trench Sta 25+50 4" FG 10.5 117.6 589 98 1254 5/25/07 Electrical Sta 26+00 3' BFG 9.9 107.4 590 97 1255 5/25/07 Communication Sta 26+50 2'BFG 9.0 108.9 590 98 1256 5/25/07 Elect/Gas/Comm. Sta 27+00 4" FG 9.3 108.0 590 97 1257 5/25/07 Elect/Gas/Comm. Sta 27+50 4" FG 9.8 107.6 590 97 1258 5/25/07 Elect/Gas/Comm. Sta 28+00 4" FG 9.3 106.4 590 96 1259 5/25/07 Elect/Gas/Comm. Sta 28+50 4" FG 9.1 106.8 590 96 1260 5/25/07 Elect/Gas/Comm. Sta 29+00 4" FG 9.4 107.2 590 97 1261 5/25/07 Elect./Gas/Comm. Sta 29+50 4" FG 10.2 108.8 590 98 1262 5/25/07 Elect/Gas/Comm. Sta 30+00 4" FG 10.4 107.6 590 97 1263 5/25/07 Elect/Gas/Comm. Sta 30+50 4" FG 9.1 107.0 590 96 1264 5/25/07 Elect/Gas/Comm. Sta 3l+00 4" FG 9.3 108.8 590 98 1265 5/29/07 Resort Driveway Sta 3+25 FG 7.4 113.8 589 95 1266 5/29/07 Resort Driveway Sta 3+25 FG 7.7 113.9 589 95 1267 5/29/07 Resort Driveway Sta 5+25 FG 7.5 116.7 589 98 1268 5/29/07 Resort Driveway Sta 5+25 FG 8.2 114.6 589 96 1269 5/29/07 Resort Driveway Sta 7+25 FG 7.9 114.0 589 95 1270 5/29/07 Resort Driveway Sta 7+25 FG 8.4 117.5 589 98 1271 5/29/07 Resort Driveway Sta 9+25 FG 8.8 116.9 589 98 1272 5/29/07 Resort Driveway Sta 9+25 FG 8.1 115.1 589 96 1273 5/29/07 Resort Driveway Sta 11+25 FG 7.8 116.9 589 98 1274 5/29/07 Resort Driveway Sta 11+25 FG 8.3 116.2 589 97 1275 5/29/07 Resort Driveway Sta 13+25 FG 7.9 116.7 589 98 1276 5/29/07 Resort Driveway Sta 15+25 FG 8.4 116.5 589 98 1277 5/30/07 Resort Driveway Sta 13+25 FG 7.9 116.3 589 97 1278 5/30/07 Resort Driveway Sta 15+25 FG 8.0 115.0 589 96 1279 5/31/07 4" Gas At Driveway Sta 1+75 FG 11.2 114.7 589 96 1280 5/31/07 4" Gas At Driveway Sta 2+75 FG 11.9 117.9 589 99 1281 6/1/07 Driveway Sta 16+00 BASE 5.8 128.7 333 98 1282 6/1/07 Driveway Sta l6+00 BASE 5.1 129.3 333 98 1283 6/1/07 Driveway Sta 15+50 BASE 5.3 128.9 333 98 Test # Date Location Depth! Elev. (Ft.) Field Moisture Content (%) Field Dry Density (pcf) Lab # Relative Comp. (%) Remarks 1284 6/1/07 Driveway Sta 15+50 BASE 5.5 130.1 333 99 1285 Not Used 1286 6/4/07 Driveway Sta 3+50 BASE 7.6 127.6 333 97 1287 6/4/07 West Lane Sta 4-i-00 BASE 7.9 125.3 333 95 1288 6/4/07 West Lane Sta 4+50 BASE 7.7 127.8 333 97 1289 6/4/07 West Lane Sta 5+00 BASE 8.3 130.2 333 99 1290 6/4/07 West Lane Sta 5+50 BASE 7.1 125.3 333 95 1291 6/4/07 West Lane Sta 6+00 BASE 7.9 124.3 333 95 1292 6/4/07 West Lane Sta 6+50 BASE 8.0 127.9 333 97 1293 6/4/07 West Lane Sta 7+00 BASE 8.4 127.6 333 97 1294 6/4/07 West Lane Sta 7+50 BASE 7.9 127.1 333 96 1295 6/4/07 West Lane Sta 8+00 BASE 7.6 128.3 333 97 1296 6/4/07 West Lane Sta 8+50 BASE 7.1 125.6 333 95 1297 6/4/07 West Lane Sta 9+00 BASE 8.0 129.7 333 98 1298 Not Used 1299 6/4/07 West Lane Sta 9+50 BASE 7.7 127.9 333 97 1300 6/4/07 West Lane Sta l0+00 BASE 7.4 127.5 333 97 1301 6/4/07 West Lane Sta l0+50 BASE 4.9 128.9 333 98 1302 6/4/07 West Lane Sta 11+00 BASE 5.0 125.5 333 95 1303 6/5/07 East Lane Sta 3+50 BASE 8.2 126.8 333 96 1304 6/5/07 East Lane Sta 4+00 BASE 7.3 129.9 333 98 1305 6/5/07 East Lane Sta 4+50 BASE 8.4 127.2 333 96 1306 6/5/07 East Lane Sta 5+00 BASE 7.7 129.1 333 98 1307 6/5/07 East Lane Sta 5+50 BASE 8.0 128.2 333 97 1308 6/5/07 East Lane Sta 6+00 BASE 7.5 127.1 333 96 1309 6/5/07 East Lane Sta 6+50 BASE 7.2 128.3 333 97 1310 6/5/07 East Lane Sta 7+00 BASE 7.3 127.2 333 96 1311 6/5/07 East Lane Sta 7+50 BASE 8.2 127.7 333 97 1312 6/5/07 East Lane Sta 8+00 BASE 7.9 127.8 333 97 1313 6/5/07 East Lane Sta 8+50 BASE 8.6 126.6 333 96 1314 6/5/07 East Lane Sta 9+00 BASE 7.1 129.8 333 98 1315 6/5/07 East Lane Sta 9+50 BASE 7.6 128.7 333 97 1316 6/5/07 East Lane Sta l0+00 BASE 7.0 128.1 333 97 1317 6/5/07 East Lane Sta 10+50 BASE 7.7 126.4 333 96 1318 6/5/07 East Lane Sta ll+00 BASE 8.2 127.1 333 96 1319 6/5/07 Driveway Sta ll+50 FG 9.5 113.8 589 95 1320 6/5/07 Driveway Sta 12+00 FG 10.2 115.3 589 96 1321 6/5/07 1 6/5/07 Driveway Sta 12+50 FG 9.8 114.4 589 95 1322 Driveway Sta 13+00 FG 9.3 116.1 589 97 Test # Date Location Depth! Elev. (Ft.) Field Moisture Content (%) Field Dry Density (pcf) Lab # Relative Comp. (%) Remarks 1323 6/5/07 Driveway Sta 13+50 FG 10.6 115.2 589 96 1324 6/5/07 Driveway Sta 14+00 FG 9.5 116.1 589 97 1325 6/5/07 Driveway Sta 14+50 FG 10.7 115.5 589 96 1326 6/5/07 Driveway Sta 15+00 FG 9.2 114.0 589 95 1327 6/5/07 Driveway Sta 15+50 FG 9.9 114.7 589 96 1328 6/5/07 Driveway Sta 16+00 FG 10.7 114.7 589 96 1329 6/5/07 Driveway Sta 16+50 FG 10.2 115.0 589 96 1330 6/5/07 Driveway Sta 17+00 FG 10.9 114.1 589 95 1331 6/5/07 Driveway Sta 17+50 FG 10.5 114.7 589 96 1332 6/5/07 Driveway Sta 18+00 FG 9.2 114.1 589 95 1333 6/5/07 Driveway Sta 18+50 FG 9.8 116.0 589 97 1334 6/5/07 Driveway Sta 19+00 FG 10.7 114.2 589 95 1335 6/5/07 Driveway Sta 19+50 FG 10.2 113.2 589 95 1336 6/6/07 Driveway Sta 28+25 BASE 8.7 125.2 333 95 1337 6/6/07 Driveway Sta 28+50 BASE 7.2 129.1 333 98 1338 6/6/07 Driveway Sta 29+00 BASE 7.8 126.9 333 96 1339 6/6/07 Driveway Sta 29+50 BASE 8.1 127.1 333 96 1340 6/6/07 Driveway Sta 29+75 BASE 7.5 128.1 333 97 1341 6/6/07 Driveway Sta 30+00 BASE 8.4 126.1 333 95 1342 6/6/07 Driveway Sta 30+50 BASE 8.2 127.6 333 97 1343 6/6/07 Driveway Sta 30+75 BASE 8.1 128.1 333 97 1344 6/6/07 Driveway Sta 31+00 BASE 7.4 127.4 333 96 1345 6/6/07 Driveway Sta 31+50 BASE 7.2 127.3 333 96 1346 6/6/07 Driveway Sta 31+75 BASE 8.7 126.7 333 96 1347 6/6/07 Driveway Sta 32+00 BASE 8.4 126.6 333 96 1348 6/7/07 Driveway Sta ll+50 BASE 8.4 127.4 333 96 1349 6/7/07 Driveway Sta 12+00 BASE 7.2 127.3 333 96 1350 6/7/07 Driveway Sta 12+50 BASE 8.8 125.8 333 95 1351 6/7/07 Driveway Sta 13+00 BASE 8.2 127.1 333 96 1352 6/7/07 Driveway Sta 13+50 BASE 7.9 127.1 333 96 1353 6/7/07 Driveway Sta 14+00 BASE 8.1 127.7 333 97 1354 6/7/07 Driveway Sta 14+50 BASE 7.5 126.6 333 96 1355 6/7/07 Driveway Sta 15+00 BASE 7.3 127.2 333 96 1356 6/7/07 Driveway Sta 15+50 BASE 7.9 127.8 333 97 1357 6/7/07 Driveway Sta 16+00 BASE 8.5 126.8 333 96 1358 6/7/07 Driveway Sta 16+50 BASE 8.0 127.0 333 96 1359 6/7/07 Driveway Sta 17+00 BASE 7.6 127.1 333 96 1360 6/7/07 Driveway Sta 17+50 BASE 8.7 125.7 333 95 1361 6/7/07 Driveway Sta 18+00 BASE 7.9 127.9 333 97 Test # Date Location Depthl Elev. (Ft.) Field Moisture Content (%) Field Dry Density (pcf) Lab # Relative Comp. (%) Remarks 1362 6/7/07 Driveway Sta 18+50 BASE 8.2 126.5 333 96 1363 6/7/07 Driveway Sta 19+00 BASE 7.6 128.2 333 97 1364 6/7/07 Driveway Sta 19+50 BASE 8.1 127.1 333 96 1365 6/7/07 SD @Hidden Valley FG 11.5 116.1 589 97 1366 6/7/07 SD @ Hidden Valley FG 10.9 115.2 589 96 1367 6/7/07 SD @ Hidden Valley FG 11.3 115.9 589 96 1368 6/7/07 SD@ Hidden Valley FG 11.0 115.5 589 96 1369 6/7/07 SD @ Hidden Valley BASE 8.4 126.2 333 96 1370 6/7/07 SD @ Hidden Valley BASE 8.0 127.5 333 97 1371 6/7/07 SD @ Hidden Valley BASE 7.8 127.4 333 96 1372 6/7/07 SD @ Hidden Valley BASE 7.6 127.1 333 96 1373 6/7/07 Tie-In Water Line On Hidden V FG 11.2 116.1 589 97 1374 6/7/07 Tie-In Water Line On Hidden v FG 10.8 115.0 589 96 1375 6/7/07 Tie-in Water Line On Hidden V FG 10.5 115.9 589 97 1376 6/7/07 Tie-In Water Line On Hidden V BASE 8.4 127.3 333 96 1377 6/7/07 Tie-In Water Line On Hidden V BASE 7.8 127.6 333 97 1378 6/7/07 Tie-In Water Line On Hidden V BASE 8.0 126.7 333 96 1379 6/7/07 Tie-in Water Line On-Hidden V BASE 7.3 128.1 333 97 1380 6/7/07 Tie-In Water Line On Hidden V BASE 7.9 127.8 333 97 1381 6/11/07 Resort Driveway Sta 8+00 AC 141.1 424 95 1382 6/11/07 Resort Driveway Sta 8+50 AC 141.9 424 96 1383 6/11/07 Resort Driveway Sta 9+00 AC 142.0 424 96 1384 6/11/07 Resort Driveway Sta 9-f-50 AC 141.7 424 96 1385 6/11/07 Resort Driveway Sta 10+00 AC 143.2 424 97 1386 6/11/07 Resort Driveway Sta l0+50 AC 143.9 424 97 1387 6/11/07 Resort Driveway Sta ll+00 AC 143.5 424 97 1388 6/11/07 Resort Driveway Sta 12+00 AC 142.9 424 96 1389 6/11/07 Resort Driveway Sta 13-f00 AC 143.7 424 97 1390 6/11/07 Resort Driveway Sta 14+00 AC 146.3 424 98 1391 6/11/07 Resort Driveway Sta 15+00 AC 146.6 424 99 1392 6/11/07 Resort Driveway Sta 16+00 AC 145.9 424 98 1393 6/11/07 Resort Driveway Sta 17+00 AC 143.9 424 97 1394 6/11/07 Resort Driveway Sta 18+00 AC 142.8 424 96 1395 6/11/07 Resort Driveway Sta 42+00 AC 146.8 424 99 1396 6/11/07 Resort Driveway Sta 43+00 AC 145.1 424 98 1397 6/11/07 Resort Driveway Sta 44+00 AC 145.4 424 98 1398 6/11/07 8" Sewer Line Sta 40+00 3' BFG 9.8 107.6 590 97 1399 6/11/07 8" Sewer Line Sta 40+00 1' BFG 7.6 106.3 590 96 1400 6/12/07 Curb East Side Sta 22+00 FG 7.4 116.1 589 97 1401 6/12/07 Curb East Side Sta 22+50 FG 9.2 114.7 589 96 Test # Date Location Depth/ Elev. (Ft.) Field Moisture Content (%) Field Dry Density (pcf) Lab # Relative Comp. (%) Remarks 1402 6/12/07 Curb East Side Sta 23+00 FG 7.6 117.5 589 98 1403 6/12/07 Curb East Side Sta 23+50 FG 9.1 118.8 589 99 1404 6/12/07 Curb East Side Sta 24+00 FG 7.8 113.5 589 95 1405 6/12/07 Lot 1 Access Road Sta 28+00 AC 142.6 424 96 1406 6/12/07 Lot 1 Access Road Sta 29+00 AC 142.6 1 424 96 1407 6/12/07 Lot 1 Access Road Sta 30+00 AC 142.5 4L4-j_96 1408 6/12/07 Lot 1 Access Road Sta 31+00 AC 143.7 1 424 1 97 1409 6/12/07 Lot 1 Access Road Sta 32+00 AC 143.2 424 97 1410 6/12/07 12"StormDrainSta19+00 FG 8.7 110.1 589 92 _______ E 1411 1 6/12/07 12" Storm Drain Sta 19+00 FG 8.3 113.5 589 1 95 1412 6/13/07 Driveway Curb Sta 25+00 FG 7.1 115.7 589 97 1413 6/13/07 Driveway Curb Sta 26+00 FG 7.8 114.0 589 95 1414 6/13/07 Driveway Curb Sta 27+00 FG 8.0 115.1 590 96 1415 6/13/07 Driveway Curb Sta 28+00 FG 8.1 109.7 590 99 1416 6/13/07 Driveway Curb Sta 29+00 FG 8.8 108.1 590 97 1417 6/13/07 Driveway Curb Sta 3 1 +00 FG 8.6 107.1 590 97 1418 6/13/07 Driveway Curb Sta 32+00 FG 9.5 107.8 590 97 1419 6/13/07 Pedestrian / Bike Path Sta 2+00 AC 136.2 424 92 1420 6/13/07 Pedestrian / Bike Path Sta 4+00 AC 136.7 424 92 1421 6/13/07 Pedestrian / Bike Path Sta 6+00 AC 135.5 424 91 1422' 6/13/07 Pedestrian / Bike Path Sta 8+00 AC 134.9 424 91 1423 6/13/07 Pedest/ Bike Path Sta 10+00 AC 135.9 424 92 1424 6/13/07 Pedest/ Bike Path Sta l2+00 AC 136.5 424 92 1425 6/13/07 Pedest/ Bike Path Sta 16+00 AC 136.7 424 92 1426 6/13/07 Hidden Valley AC 143.7 424 97 1427 6/13/07 Hidden Valley AC 141.4 424 95 1428 6/13/07 Hidden Valley AC 142.3 424 96 1429 6/13/07 Hidden Valley AC 142.6 424 96 1430 6/14/07 Driveway @ Cannon FG 8.2 113.6 589 95 1431 6/14/07 Driveway Curb Sta 2+50 FG 7.5 115.2 589 96 1432 6/14/07 4" Gas Line Sta 21+25 FG 7.9 117.2 589 98 1433 6/14/07 4" Gas Line Sta 21+50 FG 7.7 116.3 589 97 1434 6/14/07 4" Gas Line Sta 21+75 FG 8.1 115.8 589 97 1435 6/15/07 Hidden Valley Road Sta 40+50 AC 141.6 424 95 1436 6/15/07 Hidden Valley Road Sta 41+50 AC 141.3 424 95 1437 6/15/07 Hidden Valley Road Sta 48+50 AC 141.1 424 195 1438 6/15/07 Hidden Valley Road Sta 40+00 AC 142.3 424 96 1439 6/15/07 Hidden Valley Road Sta 40+50 AC 142.8 424 96 1440 6/15/07 Driveway Curb Sta 3+00 FG 8.7 115.1 589 96 1441 6/15/07 Driveway Curb Sta 2+00 FG 7.9 116.8 589 98 Test # Date Location Depth! Elev. (Ft.) Field Moisture Content (%) Field Dry Density (pcf) Lab # Relative Comp. (%) Remarks 1442 6/18/07 Driveway Curb Sta 3l+OO FG 7.5 106.3 590 96 1443 6/18/07 Driveway Curb Sta3l+75 FG 7.7 105.8 590 95 1444 6/19/07 Water @ Cannon Road AC 145.6 424 98 1445 6/19/07 Water @ Cannon Road AC 141.3 424 95 1446 6/19/07 Water @ Cannon Road FG 7.3 122.9 312 98 1447 6/19/07 Grand Pacific Road Sta 50-4-00 BASE 6.2 129.0 333 98 1448 6/19/07 Grand Pacific Road Sta 50+00 AC 141.4 424 95 1449 6/19/07 6" Sewer Line Sta 17+00 2' BFG 7.4 116.8 589 98 1450 6/19/07 6" Sewer Line Sta 17+25 1' BFG 8.0 113.6 589 95 1451 6/19/07 6" Sewer Line Sta 17+50 FG 7.9 115.4 589 97 1452 6/19/07 6" Sewer Line Sta l6+50 1' BFG 7.7 116.2 589 97 1453 6/20/07 6" Sewer Line Sta 16+75 FG 8.3 115.0 589 96 1454 6/20/07 6" Sewer Line Sta 18+00 1' BFG 8.5 114.6 589 96 1455 6/20/07 6" Sewer Line Sta l8+50 FG 8.2 117.2 589 98 1456 6/21/07 Driveway Curb Sta 23+25 FG 6.9 106.1 590 96 1457 6/21/07 Driveway Curb Sta 24+25 FG 7.5 106.8 590 96 1458 6/21/07 Driveway Curb Sta 25+25 FG 7.5 107.4 590 97 1459 6/21/07 Driveway Curb Sta 26+25 FG 8.6 107.2 590 97 1460 6/21/07 Driveway Curb Sta 27+25 FG 9.1 108.0 590 97 1461 6/21/07 Driveway Curb Sta 28+25 FG 9.0 108.9 590 98 1462 6/21/07 Driveway Curb Sta 29+25 FG 9.9 108.7 590 98 1463 6/21/07 Driveway Curb Sta 30+25 FG 8.2 109.1 590 98 1464 6/21/07 Driveway Curb Sta 31+25 FG 7.9 108.7 590 98 1465 6/21/07 Driveway Curb Sta 27+25 FG 8.1 107.5 590 97 1466 6/21/07 Driveway Curb Sta 28+25 FG 8.0 106.9 590 96 1467 6/21/07 Driveway Curb Sta 29+25 FG 8.6 107.8 590 97 1468 6/21/07 Driveway Curb Sta 30+25 FG 9.1 109.8 590 99 1469 6/21/07 Driveway Curb Sta 31+25 FG 8.4 108.8 590 98 1470 6/22/07 6" Sewer Line Sta 18+50 FG 8.8 111.5 589 93 1471 6/22/07 6" Sewer Line Sta 18+50 FG 9.0 112.4 589 94 1472 6/22/07 6" Sewer Line Sta 18+50 FG 8.6 113.9 589 95 1473 6/25/07 6" Sewer Line Sta 18+50 FG 7.5 115.1 589 96 1474 6/25/07 6" Sewer Line Sta l8+50 FG 7.9 116.3 589 97 1475 6/25/07 6" Sewer Line Sta 18+50 FG 7.8 115.8 589 97 1476 6/26/07 6" Sewer Line Sta 18+50 FG 9.1 118.5 589 99 1477 6/26/07 6" Sewer Line Sta 18+50 FG 8.8 116.9 589 98 1478 6/27/07 Lot 15 Parking Lot FG 7.7 117.6 590 98 1479 6/27/07 Lot l5 Parking Lot FG 8.3 118.1 590 99 1480 6/27/07 Wall A Sta 2+00 FG 8.6 119.0 312 95 1481 6/27/07 Wall A Sta 2+00 FG 9.1 117.3 312 94 Test # Date Location Depth/ Elev. (Ft.) Field Moisture Content (%) Field Dry Density (pcf) Lab # Relative Comp. (%) Remarks 1482 6/28/07 Wall ASta2+O0 FG 8.9 115.5 312 92 1483 6/28/07 Wall ASta2+00 FG 9.2 116.6 312 93 1484 6/28/07 Wall ASta2+00 FG 9.0 116.1 312 93 1485 6/28/07 Lot 15 Parking Lot FG 8.3 114.0 590 95 1486 6/28/07 Lot 15 Parking Lot FG 8.6 113.8 590 95 1487 6/28/07 Lot 15 Parking Lot FG 8.2 114.6 590 96 1488 6/28/07 Lot 15 Parking Lot FG 9.3 117.5 590 98 1489 6/28/07 Lot 15 Parking Lot FG 8.8 115.1 590 96 1490 6/29/07 Lot 15 Parking Lot FG 7.2 114.0 589 95 1491 6/29/07 Lot l5 Parking Lot FG 7.7 115.8 589 97 1492 6/29/07 Lot 15 Parking Lot FG 8.0 114.8 589 96 1493 6/29/07 Lot l5 Parking Lot FG 7.9 115.1 589 96 1494 6/29/07 Lot 15 Parking Lot FG 8.3 115.8 589 97 1495 6/29/07 Lot 15 Parking Lot FG 7.5 113.8 589 95 1496 6/29/07 Lot li Parking Lot FG 7.5 116.0 589 97 1497 6/29/07 Lot 15 Parking Lot FG 8.1 115.8 589 97 1498 6/29/07 Lot I5 Parking Lot FG 7.4 116.3 589 97 1499 6/29/07 Lot l5 Parking Lot FG 7.6 116.2 589 97 1500 6/29/07 Lot 15 Parking Lot FG 8.3 113.5 589 95 1501 6/29/07 Lot 15 Parking Lot FG 7.9 115.2 589 96 1502 6/29/07 Lot 15 Parking Lot FG 8.0 113.7 589 95 1503 6/29/07 Lot 15 Parking Lot FG 7.9 117.0 589 98 1504 6/29/07 Lot 15 Parking Lot FG 7.3 115.9 589 97 1505 6/29/07 Wall ASta2+00 FG 8.8 113.6 312 91 1506 6/29/07 Wall ASta2+00 FG 9.1 116.6 312 93 1507 6/29/07 Wall A Sta 2+00 FG 8.5 116.3 312 93 1508 6/29/07 Wall ASta2+00 FG 9.9 117.5 312 94 1509 6/29/07 WaJlASta2+00 FG 9.7 115.5 312 92 1510 6/29/07 Wall ASta2+00 FG 9.5 116.4 312 93 1511 7/2/07 Lot 15 Parking Lot FG 6.9 113.5 589 95 1512 7/2/07 Lot 15 Parking Lot FG 7.3 116.0 589 97 1513 7/2/07 Lot 15 Parking Lot FG 7.9 113.9 589 95 1514 7/2/07 Lot 16 8" Fire Service FG 8.1 116.4 589 97 1515 7/2/07 Lot 16 8" Fire Service FG 7.8 115.8 589 97 1516 7/2/07 Wall ASta2+00 FG 8.5 115.1 312 92 1517 7/2/07 Wall ASta2+00 FG 8.8 114.9 312 92 1518 7/3/07 Lot 1&2,6"Sewer 2'BFG 8.8 117.6 589 98 1519 7/3/07 Lot 1&2,6"Sewer 1'BFG 8.5 117.5 589 98 1520 7/3/07 Lot I & 2, 6" Sewer PG 8.1 116.0 589 97 1521 7/3/07 1 Lot 1 & 2,6" Sewer FG 8.0 - 115.7 589 97 Test # Date Location Depth! Elev. (Ft.) Field Moisture Content (%) Field Dry Density (pcf) Lab # Relative Comp. (%) Remarks 1522 7/5/07 Lot &2,6"Sewer 1' BFG 7.5 116.2 589 97 1523 7/5/07 Lot 1&2,6"Sewer FG 7.9 113.5 589 95 1524 7/5/07 Lot I &2, 6" Sewer 1' BFG 8.2 115.2 589 96 1525 7/5/07 Lot I & 2, 6" Sewer FG 8.3 114.8 589 96 1526 7/6/07 Resort Drive Sta 2+00 BASE 6.2 128.7 333 98 1527 7/6/07 Resort Drive Sta 2+00 BASE 5.8 130.4 333 99 1528 7/6/07 Resort Drive Sta 4+00 BASE 6.0 127.9 333 97 1529 7/6/07 Resort Drive Sta 4+00 BASE 6.8 129.8 333 99 1530 7/10/07 Lot 16, 8" Fire Service 1' BFG 7.6 114.5 589 96 1531 7/10/07 Lot 16, 8" Fire Service FG 8.1 116.9 589 98 1532 7/10/07 Lot 16, 8" Fire Service 1' BFG 7.5 113.6 589 95 1533 7/10/07 Lot 16, 8" Fire Service FG 7.7 114.7 589 96 1534 7/10/07 Lot 16, 8" Fire Service FG 7.9 113.4 589 95 1535 7/10/07 Lot 16, 8" Fire Service 1' BFG 8.4 115.2 589 96 1536 7/11/07 Lot 16, 3" Water Line FG 7.6 111.5 589 93 1537 7/11/07 Lot 16, 3" Water Line 1'BFG 8.8 108.5 589 91 1538 7/11/07 Lot l6,3" Water Line FG 8.5 112.4 589 94 1539 7/12/07 Lot 16, 3" Water Line 1' BFG 9.2 116.5 589 98 1540 7/12/07 Lot 16, 3" Water Line FG 9.0 113.4 589 95 1541 7/12/07 Lot 16, 3" Water Line 1' BFG 9.5 116.4 589 97 1542 7/12/07 Lot 16, 3" Water Line FG 8.8 111.5 589 93 1543 7/13/07 Lot 15 Parking Lot FG 7.7 114.1 589 96 1544 7/13/07 Lot 15 Parking Lot FG 8.1 116.0 589 97 1545 7/13/07 Lot 15 Parking Lot FG 7.9 113.8 589 95 1546 7/13/07 Lot 15 Parking Lot FG 8.3 116.8 589 98 1547 7/13/07 Lot 15 Parking Lot FG 8.3 115.2 589 96 1548 7/13/07 Lot 15 Parking Lot FG 9.0 115.7 589 97 1549 7/13/07 Lot 15 Parking Lot FG 8.6 117.1 589 98 1550 7/13/07 Lot 15 Parking Lot FG 7.5 115.0 589 96 1551 7/13/07 Lot 15 Parking Lot FG 8.3 115.8 589 97 1552 7/13/07 Lot 15 Parking Lot FG 8.8 116.0 589 97 1553 7/13/07 Lot 15 Parking Lot FG. 8.6 114.6 589 96 1554 7/13/07 Lot 15 Parking Lot FG 8.8 117.5 589 98 1555 7/17/07 Resort Drive Sta 21-i-00 FG 6.5 115.1 589 96 1556 7/17/07 Resort Drive Sta 23+00 FG 7.0 117.2 589 98 1557 7/17/07 Resort Drive Sta 25+00 FG 7.3 115.8 589 97 1558 7/17/07 Resort Drive Sta 27+00 FG 6.8 114.4 589 96 1559 7/17/07 Resort Drive Sta 29+00 FG 6.9 105.7 590 95 1560 7/17/07 Resort Drive Sta 3 1+00 FG 7.7 108.4 590 98 1561 7/17/07 Lot 16 Access Road Sta FG 6.1 113.6 589 95 Test # Date Location Depth! Elev. (Ft.) Field Moisture Content (%) Field Dry Density (pcf) Lab # Relative Comp. (%) Remarks 1562 7/17/07 Lot 16 Parking Lot FG 7.1 115.2 589 96 1563 7/17/07 Lot 16 Parking Lot FG 6.9 116.0 589 97 1564 7/17/07 Lot 16 Parking Lot FG 7.0 115.0 589 96 1565 7/17/07 Lot 16 Parking Lot FG 6.3 114.0 589 95 1566 7/17/07 Lot l6 Parking Lot FG 7.1 115.4 589 97 1567 7/17/07 Lot 16 Parking Lot FG 7.3 113.5 589 95 1568 7/18/07 Lot 16 3" Water Line FG 7.8 113.6 589 95 1569 7/18/07 Lot 16 3" Water Line FG 8.1 115.2 589 96 1570 7/18/07 6" Bio Drain Sta 23+00 @ Dwy FG 8.3 115.8 589 97 1571 7/18/07 6" Bio Drain Sta 25+00 @ Dwy FG 7.9 115.1 589 96 1572 7/18/07 6" Bio Drain Sta 22+00 @ Dwy FG 7.9 114.0 589 95 1573 7/18/07 Lot 15 Parking Lot BASE 5.7 132.2 639 96 1574 7/18/07 Lot 15 Parking Lot BASE 5.7 132.7 639 97 1575 7/19/07 1 Lot 15 Parking Lot BASE 6.8 131.4 639 96 1576 7/19/07 Lot 15 Parking Lot BASE 7.2 131.0 639 96 1577 7/19/07 Lot 15 Parking Lot BASE 6.1 130.8 639 95 1578 7/19/07 Lot 15 Parking Lot BASE 5.9 132.1 639 96 1579 7/19/07 Lot 15 Parking Lot BASE 6.3 131.9 639 96 1580 7/19/07 Lot 15 Parking Lot BASE 6.3 132.7 639 97 1581 7/19/07 Lot 15 Parking Lot BASE 7.0 131.4 639 96 1582 7/20/07 Dwy @ Hidden V. Sta31+50 FG 8.5 107.0 590 96 1583 7/20/07. Dwy @ Hidden V. Sta31+50 FG 8.4 108.6 590 98 1584 7/20/07 Dwy @ Hidden V. Sta31+25 Base 8.0 131.1 639 96 1585 7/20/07 Dwy @ Hidden V. Sta 31+25 Base 7.6 132.2 639 96 1586 7/20/07 Lot 16 Parking Lot BASE 6.4 134.1 639 98 1587 7/20/07 Lot 16 Parking Lot BASE 6.2 134.2 639 98 1588 7/20/07 Lot 16 Parking Lot BASE 6.5 131.9 639 96 1589 7/20/07 Lot 16 Parking Lot BASE 7.0 130.6 639 95 1590 7/20/07 Lot 15 Parking Lot BASE 6.9 132.3 639 97 1591 7/20/07 Lot 15 Parking Lot BASE 7.2 131.5 639 96 1592 7/20/07 Lot 15 Parking Lot BASE 6.4 132.8 639 97 1593 7/20/07 Lot 15 Parking Lot BASE 6.2 132.0 639 96 1594 7/21/07 Lot 16 Parking Lot BASE 6.6 130.6 639 95- 1595 7/21/07 Lot 16 Parking Lot BASE 6.9 130.0 639 95 1596 7/21/07 Lot 16 Parking Lot BASE 6.2 132.1 639 96 1597 7/21/07 Lot 16 Parking Lot BASE 6.6 130.2 639 95 1598 7/21/07 Lot 15 Parking Lot BASE 6.5 134.4 639 98 1599 7/21/07 Lot 15 Parking Lot BASE 7.2 133.4 639 97 1600 7/21/07 Lot 15 Parking Lot BASE 7.0 132.3 639 97 1601 7/21/07 Resort Drive Sta 20+00 BASE 6.7 129.6 639 95 Test # Date Location Depth/ Elev. (Ft.) Field Moisture Content (%) Field Dry Density Lab # (pcf) Relative Comp. Remarks 1602 7/21/07 Resort Drive Sta 21+O0 BASE 6.2 132.6 639 97 1603 7/21/07 Resort Drive Sta 22+O0 BASE 5.8 132.1 639 96 1604 7/21/07 Resort Drive Sta 23+0O BASE 6.3 130.7 639 95 1605 7/21/07 Resort Drive Sta 24+00 BASE 5.9 133.0 639 97 1606 7/21/07 Resort Drive Sta 25+00 BASE 6.5 135.6 639 99 1607 7/21/07 Resort Drive Sta 26+00 BASE 6.7 132.1 639 96 1608 7/21/07 Resort Drive Sta 27+00 BASE 6.0 135.9 639 99 1609 7/21/07 Resort Drive Sta 28+O0 BASE 6.3 132.9 639 97 1610 7/21/07 Resort Drive Sta 29+00 BASE 7.1 132.2 639 97 1611 7/21/07 Resort Drive Sta 30+00 BASE 6.3 131.9 639 96 1612 7/21/07 Resort Drive Sta 3 1 +00 BASE 6.9 133.8 639 98 1613 7/21/07 Resort Drive Sta 31+50 BASE 12.2 109.4 590 99 1614 7/21/07 Resort Drive Sta 31+50 BASE 7.3 133.6 639 98 1615 7/23/07 Lot 15 Parking Lot BASE 6.8 134.4 639 98 1616 7/23/07 Lot 15 Parking Lot BASE 6.3 133.4 639 97 1617 7/23/07 Lot 15 Parking Lot BASE 6.1 132.3 639 97 1618 7/23/07 Lot 15 Parking Lot BASE 6.5 134.3 639 98 1619 7/23/07 Lot 15 Parking Lot BASE 7.0 131.8 639 96 1620 7/24/07 Fire Service 16+00 FG 8.1 117.4 589 98 1621 7/24/07 Fire Service 18+00 FG 7.9 116.5 589 98 1622 7/24/07 Fire Service 18+50 FG 8.5 116.3 589 97 1623 7/24/07 Fire Service 18+50 FG 8.4 113.8 589 95 1624 7/24/07 Fire Service 19+50 FG 8.8 114.6 589 96 1625 7/24/07 Fire Service 19+75 FG 8.9 115.9 589 97 1626 7/24/07 Fire Service 20+50 FG 8.8 113.4 589 95 1627 7/24/07 Lot 15 Parking Lot AC 141.9 664 95 1628 7/24/07 Lot 15 Parking Lot AC 143.6 664 96 1629 7/24/07 Lot 15 Parking Lot AC 143.4 664 96 1630 7/24/07 Lot 15 Parking Lot AC 143.3 664 96 1631 7/24/07 Lot 15 Parking Lot AC 143.9 664 96 1632 7/24/07 Lot 15 Parking Lot AC 143.7 664 98 1633 7/24/07 Lot 15 Parking Lot AC 144.9 664 97 1634 7/25/07 Lot 15 Parking Lot AC 145.1 664 97 1635 7/25/07 Lot 15 Parking Lot AC 143.9 664 96 1636 7/25/07 Lot 15 Parking Lot AC 143.9 664 96 1637 7/25/07 Lot 15 Parking Lot AC 141.8 664 95 1638 7/25/07 Lot 15 Parking Lot AC 144.2 664 97 1639 7/25/07 Lot 15 Parking Lot AC 144.3 664 97 1640 7/25/07 Resort Drive Sta. 20+00 AC 143.9 664 96 1641 7/25/07 Resort Drive Sta. 21+00 AC 143.7 664 96 Test # Date Location Depth! Elev. (Ft.) Field Moisture Content (%) Field Dry Density (pcf) Lab # Relative Comp. (%) Remarks 1642 7/25/07 Resort Drive Sta. 22+00 AC 144.9 664 97 1643 7/25/07 Resort Drive Sta. 23+00 AC 143.9 664 96 1644 7/25/07 Resort Drive Sta. 24+00 AC 143.6 664 96 1645 7/25/07 Resort Drive Sta. 25+00 AC 141.8 664 95 1646 7/25/07 Lot 16 Parking Lot AC 141.3 671 95 1647 7/25/07 Lot 16 Parking Lot AC 141.2 671 95 1648 7/25/07 Lot 16 Parking Lot AC 144.1 671 97 1649 7/25/07 Lot 16 Parking Lot AC 144.0 671 97 1650 7/25/07 Lot 16 Parking Lot AC 141.5 671 95 1651 7/25/07 Lot 15 & 16 Access Road AC 144.3 671 97 1652 7/25/07 Lot 15 & 16 Access Road AC 142.2 671 96 1653 7/25/07 Resort Drive Sta 27+00 AC 145.6 671 98 1654 7/25/07 Resort Drive Sta 28+00 AC 144.6 671 97 1655 7/25/07 Resort Drive Sta 29+00 AC 147.3 671 99 1656 7/25/07 Resort Drive Sta 30+00 AC 145.3 671 98 1657 7/25/07 Resort Drive Sta 20+00 AC 141.2 671 95 1658 7/25/07 Resort Drive Sta 2 1 +00 AC 142.6 671 96 1659 7/25/07 Resort Drive Sta 22+00 AC 140.9 671 95 1660 7/25/07 Resort Drive 23+00 AC 142.8 671 96 1661 7/25/07 Resort Drive 24+00 AC 144.3 671 97 1662 7/25/07 Resort Drive 25+00 AC 142.3 671 96 1663 7/25/07 Resort Drive South Lane 27+00 AC 142.5 671 96 1664 7/25/07 Resort Drive South Lane 28+00 AC 145.3 671 98 1665 7/25/07 Resort Drive South Lane 29+00 AC 144.6 671 97 1666 7/25/07 Resort Drive South Lane 30+00 AC 142.6 671 96 1667 7/27/07 8" Fire Service Sta 15+50 FG 9.8 118.1 589 99 1668 7/27/07 8" Fire Service Sta 15+00 FG 8.1 151.3 589 97 1669 7/27/07 8" Fire Service Sta 14+00 FG 8.6 117.6 589 98 1670 7/27/07 8" Fire Service Sta 13+00 FG 7.9 114.6 589 96 1671 7/31/07 12" Storm Drain Sta 16+00 FG 7.7 111.6 589 93 1672 8/1/07 Fire Check Valve Sta. 18+50 FG 10.3 114.6 589 96 1673 8/1/07 Fire Check Valve Sta l7+00 FG 8.0 116.5 589 98 1674 8/2/07 Fire Check Valve Sta 15+50 FG 7.5 115.3 589 97 1675 8/2/07 12" Storm Drain Sta 15+75 FG 7.9 117.9 589 99 1676 8/2/07 12" Storm Drain Sta 15+75 FG 9.6 113.9 589 95 1677 8/2/07 12" Storm Drain Sta 15+75 FG 8.4 116.4 589 97 1678 8/3/07 4" Electrical Conduit FG 7.8 116.0 589 97 1679 8/3/07 Storm Drain Inlet @ Cannon FG 8.4 110.0 589 92 1680 1 8/6/07 Wall A Sta 2+00 FG 10.6 116.6 312 93 1681 1 8/6/07 Wall A Sta 2+00 FG 9.5 112.6 312 90 Test # Date Location Depth/ Elev. (Ft.) Field Moisture Content (%) Field Dry Density (pcf) Lab # Relative Comp. (%) Remarks 1682 8/6/07 WallASta2+OO FG 14.2 112.5 312 90 1683 8/7/07 WallASta2+OO FG 12.8 112.7 312 90 1684 8/7/07 Wall ASta2+OO FG 12.0 117.4 312 94 1685 8/7/07 Wall ASta2+OO FG 13.0 113.1 312 91 1686 8/8/07 Storm Drain Tie-In FG 9.2 108.0 589 90 1687 8/8/07 Storm Drain Tie-In FG 8.6 115.8 589 97 1688 8/8/07 Storm Drain Tie-In FG 8.3 113.3 589 95 1689 8/8/07 Storm Drain Tie-In FG 7.9 113.7 589 95 1690 NOT USED 1691 NOT USED 1692 8/13/07 4" SG Service Vault FG 7.7 114.7 589 96 1693 8/13/07 6" Sewer Line FG 8.3 115.2 589 96 1694 8/13/07 Sidewalk Resort Drive FG 10.7 106.5 590 96 1695 8/13/07 Sidewalk Resort Drive FG 10.1 102.0 590 92 1696 8/13/07 Lot 15 Parking Lot Sidewalk FG 10.4 107.8 589 90 1697 8/13/07 Lot 15 Parking Lot Sidewalk FG 10.0 109.0 589 92 1698 8/13/07 Lot 15 Parking Lot Sidewalk FG 9.7 108.6 589 91 1699 NOT USED 14.6 106.5 686 98 1700 NOT USED 1701 NOT USED 1702 8/14/07 Resort Drive Sidewalk 25+50 FG 7.4 112.8 589 94 1703 8/14/07 Lot 16 Tennis Court FG 7.9 111.0 589 93 1704 8/14/07 Lot 15 Parking Sidewalk Ramp FG 7.6 113.9 589 95 1705 8/16/07 Lot 16 Parking Lot FG 10.8 118.6 312 95 1706 8/16/07 Lot 16 Parking Lot FG 9.5 118.9 312 95 1707 8/16/07 Lot 16 Parking Lot FG 10.6 118.8 312 95 1708 8/16/07 Lot 16 Parking Lot FG 10.2 118.8 312 95 1709 8/17/07 Lot 16 Sidewalk FG 10.6 115.1 589 96 1710 8/17/07 Resort Dr. Eastern Sidewalk FG 6.5 112.9 589 95 1711 8/20/07 12" Water Line FG 7.7 113.4 589 95 1712 8/20/07 12" Water Line FG 8.3 115.2 589 96 1713 8/20/07 12" Water Line FG 8.0 115.0 589 96 1714 8/20/07 12" Water Line FG 7.8 114.0 589 95 1715 8/20/07 12" Water Line FG 7.9 112.9 589 95 1716 8/20/07 12" Water Line PG 8.0 118.7 589 99 1717 8/20/07 12" Water Line FG 7.5 116.2 589 97 1718 8/21/07 12" Water Line FG 8.2 117.3 589 98 1719 8/21/07 12" Water Line FG 7.6 116.5 589 98 1720 8/21/07 12" Water Line FG 7.9 116.0 589 97 1721 8/21/07 Cross Gutter Base 9.2 121.8 148 97 Test # Date Location Depth/ Elev. (Ft.) Field Moisture Content (%) Field Dry Density (pcf) Lab # Relative Comp. (%) Remarks 1722 8/21/07 Cross Gutter Base 9.3 124.1 148 99 1723 8/21/07 Cross Gutter Base 4.5 135.8 639 99 1724 8/21/07 Retaining Wall At Pool FG 5.1 135.4 639 99 1725 8/22/07 Retaining Wall At Pool FG 7.8 107.8 589 90 1726 8/22/07 Retaining Wall At Pool FG 7.5 109.8 589 92 1727 8/22/07 Retaining Wall At Pool FG 7.0 108.0 589 90 1728 8/22/07 Entrance Drive @ Grand Pacific FG 6.5 118.1 589 99 1729 8/22/07 Entrance Drive @ Grand Pacific BASE 7.3 136.0 639 99 1730 8/22/07 Retaining Wall At Pool FG 6.3 117.3 589 98 1731 8/22/07 Pool Drain FG 7.1 110.2 589 92 1732 8/22/07 Pool Drain FG 8.3 110.6 589 93 1733 8/22/07 Pool Drain FG 8.1 108.1 589 90 1734 8/23/07 8" Drain At Pool FG 8.1 118.8 589 99 1735 8/23/07 8" Drain At Pool FG 7.3 111.0 589 93 1736 8/23/07 8" Drain At Pool FG 7.7 116.0 589 97 1737 8/29/07 Resort Drive @ Cannon Base 6.4 135.5 639 99 1738 8/29/07 Resort Drive @ Cannon Base 5.3 133.0 639 97 1739 8/30/07 Resort Drive @ Cannon Base 6.0 135.1 639 99 1740 8/30/07 Resort Drive @ Cannon Base 5.8 133.8 639 98 1741 8/30/07 Resort Drive @ Cannon AC 143.5 664 96 1742 8/30/07 Resort Drive @ Cannon AC 144.0 664 96 1743 8/31/07 Pool Drain Line FG 9.9 110.2 589 92 1744 8/31/07 Pool Drain Line FG 9.8 108.0 589 90 1745 9/4/07 Driveway @ Cannon AC 149.4 806 99 1746 9/4/07 Driveway @ Cannon AC 150.0 806 99 1747 9/4/07 Driveway @ Cannon AC 151.0 806 99 1748 9/4/07 Driveway @ Cannon AC 150.1 806 99 1748 9/4/07 8" Drain At Pool FG 7.2 107.1 589 90 1749 9/6/07 Curb and Gutter FG 7.4 115.6 589 97 1750 9/6/07 Curb and Gutter FG 8.2 114.6 589 96 1751 9/6/07 Curb and Gutter FG 7.0 116.2 589 97 1752 9/6/07 Curb and Gutter FG 7.9 117.6 589 98 1753 9/6/07 Curb and Gutter FG 8.1 113.7 589 95 1754 9/6/07 Curb and Gutter FG 7.6 114.7 589 96 1755 9/6/07 Curb and Gutter FG 7.2 116.8 589 98 1756 9/6/07 Curb and Gutter FG 6.9 119.3 589 99 1757 9/6/07 Curb and Gutter FG 6.0 113.1 589 95 1758 9/6/07 Curb and Gutter FG 6.7 113.4 589 95 1759 9/6/07 Curb and Gutter FG 9.4 119.1 589 99 Test # Date Location Depth/ Elev. (Ft.) Field Moisture Content (%) Field Dry Density (pcf) Lab # Relative Comp. (%) Remarks 1760 9/6/07 Curb and Gutter FG 6.8 117.8 589 98 1761 9/6/07 Curb and Gutter FG 7.9 118.3 589 99 1762 9/6/07 Curb and Gutter FG 7.1 118.1 589 99 1763 9/10/07 Curb and Gutter FG 7.0 117.3 589 98 1764 9/10/07 Curb and Gutter FG 6.9 117.9 589 99 1765 9/10/07 Curb and Gutter FG 7.3 115.8 589 97 1766 9/10/07 Curb and Gutter FG 7.2 119.5 589 99 1767 9/10/07 Curb and Gutter FG 7.6 118.8 589 99 1768 9/10/07 Curb and Gutter FG 7.0 117.5 589 98 1769 9/10/07 Curb and Gutter FG 7.8 118.4 589 99 1770 9/10/07 8" Storm Drain At Pool FG 7.4 115.2 589 96 1771 9/11/07 12" Storm Drain At Pool FG 8.5 117.2 589 98 1772 9/11/07 Lot 15 Parking Sidewalk Ramp FG 8.8 112.8 589 94 1773 9/11/07 Access Road Behind Hotel 1,2 FG 9.4 113.6 589 95 1774 9/11/07 Access Road Hotel 2 FG 10.2 118.7 589 99 1775 9/11/07 Access Road Hotel 2 FG 10.3 115.7 589 97 1776 9/12/07 Access Road Hotel 2 FG 9.5 117.3 589 98 1777 9/12/07 Access Road Hotel 2 FG 8.1 115.4 589 97 1778 9/12/07 Access Road Hotel 2 FG 11.6 1188.7 589 99 1779 9/12/07 Access Road Hotel 2 FG 10.9 118.4 589 99 1780 9/13/07 Garage Entrance Hotel 2 FG 9.0 113.9 589 95 1781 9/13/07 Garage Entrance Hotel 2 FG 12.5 115.8 589 97 1782 9/13/07 Garage Entrance Hotel 2 FG 12.6 118.4 589 99 1783 9/14/07 Access Road Hotel 2 FG 7.8 116.9 589 98 1784 9/14/07 Access Road Hotel 2 FG 8.0 114.8 589 96 1785 9/14/07 Access Road Hotel 2 FG 5.6 132.1 639 96 1786 9/14/07 Access Road Hotel 2 FG 8.8 117.1 589 98 1787 9/14/07 Access Road Hotel 2 FG 8.1 118.4 589 99 1788 9/14/07 Acc ess Road Hotel 2 FG 7.7 113.9 589 95 1789 9/14/07 Access Road Hotel 2 FG 10.6 116.9 589 98 1790 9/17/07 Lot 15 Stair Access Parking Lot FG 10.6 112.7 589 94 1791 9/17/07 Water Line Pool Perimeter FG 8.7 114.4 589 96 1792 9/17/07 Water Line Pool Perimeter FG 8.2 113.4 589 95 1793 9/17/07 Water Line Pool Perimeter FG 8.9 111.4 589 93 1794 9/17/07 Water Line Pool Perimeter FG 8.6 110.2 589 92 1795 9/17/07 Lot 15 Tennis Court Sidewalk FG 9.7 110.2 589 92 1796 9/17/07 Lot l5 Tennis Court Sidewalk FG 10.1 117.4 589 98 1797 9/19/07 8" Area Drain At Pool FG 9.5 115.1 589 96 1798 1 9/20/07 Hotel 2 Parking Lot Entrance FG 11.7 118.8 1 589 99 Test # Date Location Depth! Elev. (Ft.) Field Moisture Content (%) Field Dry Density (pci) Lab # Relative Comp. (%) Remarks 1799 9/20/07 Hotel 2 Parking Lot Entrance FG 11.1 116.0 589 97 1800 9/20/07 Hotel 2 Parking Lot Entrance FG 8.5 113.4 589 95 1801 9/20/07 Hotel 2 Curb FG 9.3 116.8 589 98 1802 9/24/07 Lot 16 Communication Vault FG 7.3 115.1 589 96 1803 9/25/07 S Walk Hotel 1 Resort Pool FG 8.8 118.5 589 99 1804 9/25/07 Traffic Circle Sta 31+25 FG 8.2 115.9 589 97 1805 9/25/07 Traffic Circle Sta 30+50 FG 8.3 115.4 589 97 1806 9/25/07 Traffic Circle Sta 30+25 FG 8.7 114.8 589 96 1807 9/28/07 8" Pool Drain FG 7.9 112.2 589 94 1808 9/28/07 8" Pool Drain FG 8.2 110.4 589 92 1809 10/2/07 Lot 15 12" Storm Drain FG 8.0 108.0 589 90 1810 10/2/07 Lot 15 12" Storm Drain FG 8.3 111.8 589 93 1811 10/2/07 Lot 15 18" Storm Drain FG 8.2 113.8 589 95 1812 10/2/07 Lot 1518" Storm Drain FG 7.9 113.0 589 95 1813 10/3/07 Vault Sta 29+50 FG 12.2 106.9 590 96 1814 10/3/07 Lot 15 Parking Lot FG 9.1 110.3 589 92 1815 10/3/07 Lot 15 Parking Lot FG 8.5 114.2 589 96 1816 10/4/07 Traffic Circle Sta 3 1+00 FG 9.5 114.6 589 96 1817 10/4/07 Traffic Circle Sta 31+00 FG 9.2 113.3 589 95 1818 10/4/07 Lot 15 Parking Lot FG 9.1 118.5 589 99 1819 10/4/07 Lot 15 Parking Lot FG 9.0 116.1 589 97 1820 10/4/07 Lot 15 Parking Lot FG 9.5 117.1 589 98 1821 10/4/07 Lot 15 Parking Lot FG 10.1 114.1 589 96 1822 10/4/07 Lot 15 Parking Lot FG 10.3 115.6 589 97 1823 10/5/07 Parking Stall Sta 20+50 FG 9.5 118.1 589 99 1824 10/5/07 Traffic Circle Sta 30+50 FG 9.8 121.9 312 1825 10/5/07 Traffic Circle Sta 3 1 +00 FG 9.0 124.0 312 1826 10/5/07 Traffic Circle Sta, 31-f-50 FG 9.6 122.2 312 1827 10/17/07 Triangle Parking And Driveway PG 7.7 122.4 312 97 1828 10/17/07 Triangle Parking And Driveway PG 11.0 120.9 312 96 1829 10/17/07 Triangle Parking And Driveway PG 7.6 120.7 312 96 1830 10/17/07 Triangle Parking And Driveway PG 10.2 119.5 312 95 1831 10/17/07 Triangle Parking And Driveway PG 9.2 121.5 312 97 1832 10/17/07 Triangle Parking And Driveway FG 10.4 122.1 312 97 1833 10/17/07 Triangle Parking And Driveway FG 11.6 123.7 312 98 1834 10/17/07 Triangle Parking And Driveway FG 7.3 119.2 312 95 1835 10/17/07 Triangle Parking And Driveway PG 10.8 120.6 312 96 1836 0/17/07 Triangle Parking And Driveway FG 9.5 118.1 312 95 18370/17/07 Bil Triangle Parking And Driveway PG 1 11.1 119.3 312 95 Test # Date Location Depth! Elev. (Ft.) Field Moisture Content (%) Field Dry Density (pcf) Lab # Relative Comp. (%) Remarks 1838 10/17/07 Triangle Parking And Driveway FG 8.7 120.3 312 96 1839 10/17/07 Triangle Parking And Driveway FG 9.9 118.5 312 95 1840 10/18/07 Hotel 3 Parking Lot FG 9.0 116.6 589 1 98 1841 10/18/07 Hotel 3 Parking Lot FG 7.9 118.8 589 99 1842 10/18/07 Hotel 2 Parking Lot FG 8.9 117.7 589 98 1843 10/18/07 Hotel 2 Parking Lot FG 8.2 115.9 589 97 1844 10/18/07 Hotel i Parking Lot FG 7.8 117.0 589 98 1845 10/18/07 Hotel 1 Parking Lot FG 8.1 115.2 589 96 1846 10/18/07 Lot 15 Parking Lot FG 7.5 113.2 589 95 1847 10/19/07 Hotel Parking Lot FG 7.9 117.3 589 98 1848 10/19/07 Hotel Parking Lot FG 7.6 114.1 589 96 1849 10/19/07 Hotel Parking Lot, So Entrance FG 8.1 113.5 589 95 1850 10/19/07 Access Road FG 7.9 112.9 589 95 1851 10/19/07 Access Road FG 7.3 116.4 589 97 1852 10/19/07 Access Road FG 8.0 116.0 589 97 1853 10/19/07 Access Road FG 7.8 114.1 589 96 1854 Not Used 1855 Not Used 1856 11/6/07 HOTEL 2, Sidewalk FG 10.0 116.2 589 97 1857 11/6/07 HOTEL 2, Sidewalk FG 9.9 111.9 589 94 1858 11/6/07 Hotel 2, Garage Sidewalk FG 9.9 111.8 589 94 1859 11/7/07 Pool Area FG 10.1 108.0 589 90 1860 11/7/07 Pool Area FG 9.9 116.8 589 98 1861 11/7/07 Pool Area FG 11.2 114.1 589 95 1862 11/7/07 Pool Area FG 10.0 111.6 589 93 1863 11/7/07 Pool Area FG 10.1 111.0 589 93 1864 11/18/07 Hotel l,Sidewalk FG 7.9 112.6 589 94 1865 11/18/07 Hotel l,Sidewalk FG 8.6 109.7 589 92 1866 11/18/07 Wadi N,Sidewalk FG 8.7 112.4 589 94 1867 11/18/07 Wall N, Sidewalk FG 8.5 113.0 589 95 1868 11/18/07 Sidewalk R-DriveSta22+OO FG 9.7 107.6 589 90 1869 11/18/07 Sidewalk R-DriveSta21+OO FG 11.0 114.5 589 96 1870 11/13/07 8" Area Drain FG 8.5 111.6 589 93 1871 11/13/07 Sidewalk, Pool Area FG 11.2 116.8 589 98 1872 11/13/07 Sidewalk, Pool Area FG 9.8 110.0 589 92 1873 11/13/07 Sidewalk, Pool Area FG 10.3 114.5 589 96 1874 11/14/07 Lot 15 Parking Lot FG 9.1 114.9 589 96 1875 11/14/07 1 Lot l5 Parking Lot FG 12.7 116.3 589 97 1876 111/14/071 Lot l5 Parking Lot FG 9.0 115.9 589 97 Test # Date Location Depth/ Elev. (Ft.) Field Moisture Content (%) Field Dry Density (pci) Lab # Relative Comp. (%) Remarks 1877 11/14/07 Lot 15 Parking Lot FG 9.2 117.1 589 98 1878 11/14/07 Lot 15 Parking Lot FG 9.5 113.2 589 95 1879 11/14/07 Lot 15 Parking Lot FG 8.9 114.2 589 96 1880 11/14/07 Lot 15 Parking Lot FG 9.2 114.0 589 95 1881 11/14/07 Lot 15 Parking Lot FG 11.6 116.8 589 98 1882 11/14/07 Lot 15 Parking Lot FG 9.4 114.4 589 96 1883 11/14/07 Wall USta4O+OO FG 14.4 105.0 590 95 1884 11/20/07 Hotel 3 Parking Lot BASE 10.2 116.0 1116 97 1885 11/20/07 Hotel 3 Parking Lot BASE 11.1 115.9 1116 97 1886 11/20/07 Hotel 3 Parking Lot BASE 10.9 115.0 1116 96 1887 11/20/07 Hotel 2 Parking Lot BASE 11.3 115.5 1116 96 1888 11/20/07 Hotel 2 Parking Lot BASE 11.8 115.3 1116 96 1889 11/20/07 Hotel 2 Parking Lot BASE 10.0 118.3 1116 99 1890 11/20/07 Hotel 1 Parking Lot BASE 10.7 117.6 1116 98 1891 11/20/07 Hotel 1 Parking Lot BASE 10.3 117.8 1116 98 1892 11/20/07 Hotel 1 Parking Lot BASE 11.3 118.2 1116 98 1893 11/21/07 Lot 15 Parking Lot BASE 12.8 117.0 1116 98 1894 11/21/07 Lot 15 Parking Lot BASE 11.1 114.1 1116 95 1895 11/21/07 Lot 15 Parking Lot BASE 12.5 117.5 1116 98 1896 11/21/07 Lot 15 Parking Lot BASE 11.3 116.8 1116 97 1897 11/21/07 Lot 15 Parking Lot BASE 10.0 117.8 1116 98 1898 11/21/07 Lot 15 Parking Lot BASE 11.2 114.8 1116 96 1899 11/21/07 Lot 15 Parking Lot BASE 10.4 117.2 1116 98 1900 11/21/07 Lot 15 Parking Lot BASE 11.7 115.8 1116 97 1901 11/21/07 Lot 15 Parking Lot BASE 10.9 115.3 1116 96 1902 11/21/07 Hotel 2 Access Road BASE 10.6 117.4 1116 98 1903 11/21/07 Hotel 2 Access Road BASE 10.9 115.3 1116 96 1904 11/21/07 Hotel 2 Access Road BASE 11.3 117.5 1116 98 1905 11/21/07 Hotel 2 Access Road BASE 13.7 115.6 1116 95 1906 11/21/07 Hotel 2 Access Road BASE 1.9 116.3 1116 97 1907 11/21/07 Hotel 2 Access Road BASE 13.0 114.2 1116 95 1908 11/21/07 Hotel 2 Access Road BASE 12.2 116.2 1116 97 1909 11/26/07 Hotel 1, 2, 3 Access Road AC 144.5 1129 96 1910 11/26/07 Hotel 1, 2, 3 Access Road AC 144.9 1129 95 1911 11/26/07 Hotel 1, 2, 3 Access Road AC 146.4 1129 96 1912 11/26/07 Hotel 1,2,3 Access Road AC 145.7 1129 96 1913 11/26/07 Hotel 1, 2, 3 Access Road AC 147.3 1129 97 1914 11/26/07 Hotel 1,2,3 Access Road AC 144.4 1129 95 = 1915 11/26/07 Hotel 1, 2, 3 Access Road AC 146.6 1129 96 Test # Date Location Depth/ Elev. (Ft.) Field Moisture Content (%) Field Dry Density (pcf) Lab # Relative Comp. (%) Remarks 1916 11/26/07 Hotel 1, 2, 3 Access Road AC 146.9 1129 97 1917 11/26/07 Hotel 1, 2, 3 Access Road AC 146.8 1129 97 1918 11/26/07 Hotel 1,2,3 Access Road AC 148.2 1129 98 1919 11/26/07 Hotel 1, 2,3 Access Road AC 145.8 1129 96 1920 11/26/07 Hotel 1, 2, 3 Access Road AC 146.7 1129 97 1921 11/26/07 Hotel 1, 2, 3 Access Road AC 148.0 1129 97 1922 11/26/07 Hotel 1, 2, 3 Access Road AC 149.9 1129 99 1923 11/27/07 Hotel 1, 2, 3 Access Road AC 148.3 1129 98 1924 11/27/07 Hotel 1, 2, 3 Access Road AC 151.0 1129 99 1925 11/27/07 Hotel 1, 2, 3 Access Road AC 147.8 1129 97 1926 11/27/07 Hotel l,2,3 Access Road AC 147.9 1129 97 1927 11/27/07 Hotel 1, 2,3 Access Road AC 149.7 1129 98 1928 11/27/07 Lot 15 Parking AC 148.4 1129 98 1929 11/27/07 Lot 15 Parking AC 147.1 1129 97 1930 11/27/07 Lot 15 Parking AC 147.4 1129 97 1931 11/27/07 Lot 15 Parking AC 148.4 1129 98 1932 11/28/07 Lot 15 Parking AC 149.8 1129 99 1933 11/28/07 Lot 15 Parking AC 147.7 1129 97 1934 11/28/07 Lot 15 Parking AC 148.6 1129 98 1935 11/28/07 Lot 15 Parking AC 150.0 1129 99 1936 11/28/07 Lot 15 Parking AC 148.5 1129 98 1937 11/28/07 Lot 15 Parking AC 146.2 1129 96 1938 11/28/07 Lot 15 Parking AC 145.8 1129 96 1939 11/28/07 Lot 15 Parking AC 147.3 1129 97 1940 11/28/07 Lot 15 Parking AC 148.5 1129 98 1941 11/29/07 Sidewalk N Hotel 2 FG 10.7 112.1 589 94 1942 11/29/07 Sidewalk N Hotel 2 FG 11.0 111.7 589 93 1943 12/13/07 Lot 15 Parking Lot Sidewalk FG 10.1 117.4 589 98 1944 12/13/07 Lot 15 Parking Lot Sidewalk FG 10.7 117.7 589 98 1945 12/13/07 Lot 15 Parking Lot Sidewalk FG 11.5 117.3 589 98 1946 12/13/07 Lot 15 Parking Lot Sidewalk FG 11.7 115.4 589 97 1947 12/13/07 Lot 15 Parking Lot Sidewalk FG 10.5 115.8 589 97 1948 12/13/07 Grand Pacific Rd Patch AC 143.9 054 97 1949 12/18/07 Cannon Road FG 12.1 121.6 148 97 1950 12/18/07 Cannon Road AC 141.0 1129 97 1951 12/18/07 Cannon Road AC 143.7 1129 95 1952 1/2/08 Porta Cochere-Convention Ctr FG 11.2 114.4 589 96 1953 1/2/08 Porta Cochere-Convention Ctr FG 10.7 117.7 1 5-89-1 99 1954 1/3/08 Porta Cochere- Convention Ctr FG 12.9 114.8 1116 96 1955 1/3/08 PortaCochere - ConventionCtr FG 11.8 117.6 1116 98 Test # Date Location Depth! Elev. (Ft.) Field Moisture Content (%) Field Dry Density (pcf) Lab # Relative Comp. (%) Remarks 1956 1/3/08 8" Sewer Hotel! Chapel Area FG 10.2 111.5 589 93 1957 1/3/08 8" Sewer Hotel 1 Chapel Area FG 9.5 109.7 589 92 1958 1/3/08 8" Sewer Hotel 1 Chapel Area FG 9.6 112.4 589 94 1959 1/4/08 Convention Grease Interceptor BASE 12.2 115.4 1116 92 1960 1/4/08 Convention Grease Interceptor BASE 11.1 116.3 1116 94 1961 1/4/08 Lot 15 Parking Lot Walkway AC 138.1 054 93 1962 1/4/08 Lot 15 Parking Lot Walkway AC 136.7 054 92 1963 1/4/08 Lot 15 Parking Lot Walkway AC 139.3 054 94 1964 1/10/08 Hotel lSewer FG 12.5 113.8 589 95 1965 1/10/08 Convention Ctr Walkway FG 12.1 115.6 1116 96 1966 1/10/08 Hotel 1 Garage Entrance Curb FG 10.5 117.3 589 98 1967 1/10/08 Hotel 1 Garage Entrance Curb FG 11.1 114.7 589 96 1968 1/11/08 Grease Interceptor FG 12.2 115.0 1116 96 1969 1/11/08 Wall Footing Convention Center FG 13.8 114.8 589 96 1970 1/11/08 Lot 15 Tennis Court FG 10.1 117.4 589 j 98 1971 1/16/08 Lot 15 Parking Access to Blrail FG 10.8 117.3 589 98 1972 1/16/08 Lot 15 Parking Access to Blrail FG 11.1 115.5 589 97 1973 1/17/08 Sidewalk Hotel FG 8.7 113.6 589 95 1974 1/17/08 Hotel 1 Courtyard FG 9.7 116.6 589 98 1975 1/17/08 Hotel! Courtyard FG 12.9 111.0 589 93 1976 1/17/08 Lot 15 Parking Trail Access FG 12.1 114.7 589 96 1977 1/17/08 Lot 15 Parking Trail Access FG 11.9 114.5 589 96 1978 1/21/08 Hotel iCourtyard FG 9.1 108.5 589 91 1979 1/21/08 Hotel iCourtyard FG 11.2 115.0 589 96 1980 1/21/08 Pool Playground FG 10.4 112.4 589 94 1981 1/21/08 Pool Playground FG 8.9 115.4 589 97 1982 1/21/08 Pool Playground FG 8.9 112.6 589 94 1983 1/21/08 Pool Playground FG 9.9 111.5 589 93 1984 1/21/08 Pool Playground FG 9.6 111.0 589 93 1985 1/21/08 Hotel Garage Entrance FG 12.3 115.5 589 97 1986 1/21/08 Hotel 1 Garage Entrance BASE 7.9 120.6 085 96 1987 1/21/08 Hotel 1 Garage Entrance BASE 9.7 119.6 085 96 1988 1/22/08 Hotel 1 Garage Entrance AC 146.3 054 99 1989 1/22/08 Hotel 1 Garage Entrance AC 147.1 054 99 1990 1/23/08 Convention Center Patio FG 8.9 112.5 589 94 1991 1/23/08 Convention Center Patio FG 8.5 109.8 589 92 1992 1/23/08 Convention Center Patio FG 8.3 108.7 589 91 1993 1/23/08 Convention Center Patio FG 9.0 112.8 589 94 1994 1/23/08 Lot 15Parking AC 145.6 054 98 1995 1/23/08 Lot 15 Parking AC 145.0 054 98 Test # Date Location Depth! Elev. (Ft.) Field Moisture Content (%) Field Dry Density (pcf) Lab # Relative Comp. (%) Remarks 1996 1/23/08 Lot 15 Parking AC 144.0 054 97 1997 1/23/08 Lot 15 Parking AC 144.9 054 98 1998 1/23/08 Lot 15 Parking AC 143.5 054 97 1999 1/23/08 Lot 15 Parking AC 144.4 054 98 2000 1/23/08 Lot 15 Parking AC 144.2 054 97 2001 1/23/08 Lot 15 Parking AC 145.4 054 98 2002 1/23/08 Lot 15 Parking AC 147.2 054 99 2003 1/23/08 Lot 15 Parking AC 146.5 054 99 2004 1/23/08 Not Used 2005 1/23/08 Not Used 2006 1/30/08 Lot 15 Parking FG 12.2 116.4 589 97 2007 1/30/08 Lot 15Parking BASE 9.3 118.8 805 98 2008 1/30/08 Lot 15 Parking AC 144.6 806 97 2009 1/31/08 Convention Center Sidewalk FG 11.0 115.5 589 97 2010 1/31/08 Convention Center Sidewalk FG 10.1 117.5 589 95 2011 1/31/08 12" Storm Drain Hotel 2West FG 12.1 109.2 589 91 2012 1/31/08 12" Storm Drain Hotel 2 West FG 10.9 111.0 589 93 2013 2/1/08 Lot 15 Parking And Driveway AC 146.6 086 98 2014 2/1/08 Lot 15 Parking And Driveway AC 144.2 086 97 2015 2/1/08 Lot 15 Parking And Driveway AC 146.7 086 98 2016 2/1/08 Lot 15 Parking And Driveway AC 148.0 086 99 2017 2/1/08 Lot 15 Parking And Driveway AC 145.2 086 97 2018 2/1/08 Lot 15 Parking And Driveway AC 144.8 086 96 2019 2/1/08 Lot 15 Parking And Driveway AC 148.8 086 99 2020 2/1/08 Lot 15 Parking And Driveway AC 148.1 086 99 2021 2/1/08 Lot 15 Parking And Driveway AC 148.0 086 99 2022 2/1/08 Lot 15 Parking And Driveway AC 148.0 086 99 2023 2/1/08 Parking @ Convention AC 144.8 086 99 2024 2/1/08 Parking @ Convention AC 147.5 086 99 2025 2/1/08 Parking @ Convention AC 147.6 086 99 2026 2/1/08 Parking @ Convention AC 148.2 086 99 2027 2/1/08 Hotel 2,4" Storm Drain FG 10.9 113.5 589 95 2028 2/1/08 Sidewalk S Of Convention Ctr FG 9.8 118.3 589 99 2029 2/4/08 Entrance Convention Center FG 10.2 117.1 589 98 2030 2/4/08 Entrance Convention Center FG 10.5 115.9 589 97 2031 2/4/08 Entrance Convention Center FG 10.6 114.7 589 96 2032 2/4/08 Stairway To Lot 15 FG 11.8 107.6 589 90 2033 2/5/08 Sidewalk @ Convention FG 10.6 114.7 589 96 Test # Date Location Depth! Elev. (Ft.) Field Moisture Content (%) Field Dry Density (pct) Lab # Relative Comp. (%) Remarks 2034 2/5/08 Sidewalk @ Convention FG 10.2 117.1 589 98 2035 2/5/08 Sidewalk @ Convention FG 10.9 115.9 589 97 2036 2/5/08 Drain Pipe @ Convention 1.5'BFG 11.6 109.9 589 92 2037 2/5/08 Drain Pipe @ Convention 6" BFG 11.3 108.7 589 91 2038 2/5/08 Drain Pipe @ Convention 3' BFG 11.5 111.1 589 93 2039 2/6/08 Sidewalk @ Hotel 1 FG 12.6 115.9 589 97 2040 2/6/08 Drain Pipe @ Convention 2' BFG 12.2 107.6 589 90 2041 2/6/08 Drain Pipe @ Convention 6' BFG 10.6 112.3 589 94 2042 2/6/08 Sidewalk @ Convention FG 10.4 113.5 589 95 2043 2/6/08 ADA Ramp @ Pool FG 11.2 111.1 589 93 2044 2/6/08 Parking Lot Behind Hotel 1 AC 142.6 086 96 2045 2/6/08 Parking Lot Behind Hotel AC 142.1 086 96 2046 2/6/08 Parking Lot Behind Hotel 1 AC 144.4 086 96 2047 2/6/08 Parking Lot Behind Hotel 1 AC 142.5 086 95 2048 2/6/08 Resort Drive @ Cannon AC 144.1 086 96 2049 2/6/08 Resort Drive @ Cannon AC 142.0 086 98 2050 2/6/08 Resort Drive @ Cannon AC 146.2 086 97 2051 2/6/08 Resort Drive @ Cannon AC 143.7 086 96 2052 2/6/08 Resort Drive @ Cannon AC 142.4 086 97 2053 2/6/08 Resort Drive @ Cannon AC 143.3 086 96 2054 2/6/08 Resort Drive @ Cannon AC 143.0 086 96 2055 2/6/08 Resort Drive @ Cannon AC 143.0 086 97 2056 2/6/08 Resort Drive @ Cannon AC 143.8 086 95 2057 2/6/08 Resort Drive @ Cannon AC 141.9 086 98 2058 2/6/08 Resort Drive @ Cannon AC 144.8 086 97 2059 2/6/08 Resort Drive @ Cannon AC 144.0 086 99 2060 2/6/08 Resort Drive @ Cannon AC 146.3 086 98 2061 2/6/08 Resort Drive @ Cannon AC 145.7 086 98 2062 2/6/08 Resort Drive @ Cannon AC 145.3 086 97 2063 2/6/08 1 Resort Drive @ Cannon AC 144.0 086 97 Test # Date Location Depth/ Elev. (Ft.) Field Moisture Content (%) Field Dry Density (pcf) Lab # Relative Comp. (%) Remarks 2064 2/7/08 Flatwork NE Conv. Center FG 10.2 118.3 589 99 2065 2/7/08 Flatwork NE Cony. Center FG 10.5 117.1 589 98 2066 2/7/08 Flatwork NE Cony. Center FG 10.3 115.9 589 97 2067 2/7/08 Flatwork NEConv. Center FG 10.9 113.5 589 95 2068 2/7/08 Flatwork NE Conv. Center FG 11.1 114.7 589 96 2069 2/7/08 Hotel 1 walkways FG 10.9 112.3 589 94 2070 2/7/08 Hotel 1 walkways FG 11.2 109.9 589 92 2071 2/7/08 Hotel 1 walkways FG 9.7 117.1 589 98 2072 2/7/08 Hotel 1 walkways FG 9.8 114.7 589. 96 2073 2/11/08 Convention center entrance FG 9.6 112.3 589 94 2074 2/11/08 Convention center entrance FG 9.8 114.7 589 96 2075 2/11/08 Convention center entrance FG 9.2 111.2 589 93 2076 2/11/08 Convention center entrance FG 9.4 112.3 589 94 2077 2/11/08 Hotel 1 entrance FG 9.1 110.0 589 92 2078 2/11/08 " sewer front of convention center FG 9.6 113.5 589 95 2079 2/11/08 center FG 9.5 112.3 589 94 2080 2/11/08 Hotel South East entrance FG 9.2 112.3 589 94 2081 2/12/08 Convention d Cen7 Main entrance FG 9.8 107.6 589 90 2082 2/12/08 Convention Center MainFG entrance bedding 9.2 111.1 589 93 2083 2/12/08 ConventiondMan.1 FG 9.5 113.5 589 95 entrance be 2084 2/12/08 Lot 15 bedding & sidewalk FG 9.9 107.6 589 90 2085 2/12/08 Lateral pipes & water lateral inlets FG 9.2 115.9 589 97 2086 2/12/08 Lateral pipes & water lateral inlets FG 9.7 117.1 589 98 2087 2/12/08 Lateral pipes & water lateral inlets FG 9.6 115.9 589 97 2088 2/13/08 Wing Wall @ Resort drive 3' BFG 9.1 108.7 589 91 2089 2/13/08 Wing Wall @ Resort drive 2' BFG 9.8 113.5 589 95 2090 2/13/08 Wing Wall @ Resort drive 1' BFG 9.5 114.7 589 96 2091 2/13/08 Electrical front of convention FG 9.2 110.0 589 92 2092 2/13/08 Sewer line front of convention center FG 9.4 112.3 589 94 2093 2/14/08 Ret. Wall @ Hidden V 2' BFG 9.1 108.8 589 91 2094 2/14/08 Ret. Wall @ Hidden V 1' BFG 8.8 1 107.6 90 2095 2/14/08 Ret. Wall @ Hidden 6' BFG 9.6 112.3 Z89- 94 Test # Date Location Depth/ Elev. (Ft.) Field Moisture Content (%) Field Dry Density (pcf) Lab # Relative Comp. (%) Remarks 2096 2/14/08 Sewer pipeline at hotel 2 1' BFG 9.8 113.5 589 95 2097 2/14/08 Sewer pipeline at hotel FG 9.5 111.4 589 93 2098 2/14/08 Sewer at hotel 2 along landscape -1 BFG 8.9 108.7 589 91 2099 2/15/08 Ret. Wall 5' BFG 9.7 115.9 589 97 2100 2/15/08 Ret. Wad l 4' BFG 9.8 114.7 589 96 2101 2/15/08 Ret. Wall 3' BFG 8.9 109.9 589 92 2102 2/15/08 Ret. Wall 2' BFG 9.2 113.5 589 95 2103 2/15/08 Ret. Wadi l'BFG 9.6 117.1 589 98 2104 2/16/08 Ret. Wall AC 140.4 086 95 2105 1 2/16/08 Hotel 2 parking lot AC 140.9 086 95 2106 2/16/08 Hotel 2 parking lot AC 141.9 086 96 2107 2/16/08 Hotel 2 parking lot AC 144.3 086 97 2108 2/16/08 Hotel 2 parking lot AC 143.2 086 96 2109 2/16/08 Hotel 2 parking lot AC 141.8 086 96 2110 2/16/08 Hotel 2 parking lot AC 145.6 086 98 2111 2/16/08 Resort Drive AC 140.8 086 95 2112 2/16/08 Resort Drive AC 141.1 086 95 2113 2/16/08 Resort Drive AC 141.4 086 95 2114 2/16/08 Resort Drive AC 144.9 086 98 2115 2/16/08 Resort Drive AC 143.6 086 97 2116 2/16/08 Hotel 2 entrance l'BFG 9.8 115.9 589 97 2117 2/16/08 Hotel 2 entrance FG 9.5 113.5 589 95 2118 2/16/08 Standby Generator NW hotel 1 1' BFG 10.1 117.1 589 98 2119 2/18/08 Standby Generator NW hotel 1' BFG 6.0 131.4 1079 97 2120 2/18/08 Sidewalk Hotel FG 8.8 112.3 589 94 2121 2/18/08 Sidewalk Hotel 2 FG 9.2 117.1 589 98 2122 2/18/08 Sidewalk Hotel 2 FG 9.1 114.7 589 96 2123 2/19/08 Hotel 1 entry Swalk bedding FG 9.6 113.5 589 95 2124 2/19/08 Hotel 1 entry Swalk bedding FG 9.8 114.7 589 96 2125 2/19/08 Storm Drain At villa 3' BFG 14.6 104.9 768 90 2126 2/19/08 Storm Drain At villa 2' BFG 14.1 106.0 768 91 2127 2/19/08 Storm Drain At villa 1' BFG 13.9 106.0 768 91 2128 2/19/08 Storm Drain At villa FG 13.6 107.2 768 92 .0 / 13 I I I. 1 I I I I I PLOT PLAN WATER & SEWER - - - - - - - - - - - - - - - - - - - PRO& - --w 110 pw I - .- I I I! !mmAvt -.,---- --- -I I - V I!Imwimm - _ mm- gig ffigftffl-099~ LOT 10 _ _______________ V AV .66-651 MH- MVGINEMNG lul. -PATC - SCALE'-- ---- -- ---- ATE 1-11 -- ----_ - ___ 1 r - .* LI -• -; - - -I —, .- -. _,-_ 4 PAVING DETAIL o CURB INLET SHALL '.10' STA 4414130 Ho EOSTRIH ODERRERO tROlL LOLL ETA SR+0.46 I.iY RE ROOST. HEW 03RD 41051 LOUT 0)10 0*104 COST 5' DiRT STGMORA/NDAMU) FlAgOl ..19511 -1445 CarAIM ___________ ' LIDS - - EORSTRUCT TITIE 0C (013.14030 CURR /24 TA - - - 00* 50+20.40 43.25' 0040' 1w, I 4'IXW+O' 104' (20' CaRDER DOD '' - I400-0468410 CHORDED 7-27-02 04 0.2. )A ' . , CDISITDCT TWO ••lLDHT. 0) 10 WTA0' (4)104' 1704' 0' OTT RICE COST 2' R. PC RTO0 *IA POT Fj-,s FOR 10,100 DOILAL P10)C. II FOR AlIT $10000 - LOST. WOTT000E EAS01100.500R 4% HU00PAL WATER ORDOCTPO0X____(\ . EE SHEETS TO SOERDS REcOILED ACR(50. PDE__3. KO—ED , )C / I - SM 42"A 'AS BUILT- - PROPOOS0'00E - SEllER MAUI. SEE SRT.O 5 - I Ilk . . . ENGINEERING . ECC.,,__. C0'___. H 'N, I I '\ - eoswrgAa - T CIOCH eAv743.1017 - AIICPRD/ ' RI ROTE LAOSiCIfl PER THE TRIAL - nzz_t.-,- MlCITY OF' CARLSBAD [h1 DIDITOLORLD OEPARTCCOT IIAI4OVD4ECTT PUllS ROIL CARlSBAD RM1CIL PIJINNNG ARK 00. 5 SPOOR 5475 - P4(3RD I IROSOr CT 030 ATEDAWE SEESHEETD o ODWTIADEA - Ir DEW_AWED C I RCA!. ,r DV. A/c RDDJTFACTRC TAROT DEW 510EWA9 SrORM DRAIN s'M w- PER mm G-21 PVC —M881-10i6 -1087— 9 o AI ___ 'A,,; Cri;= PER MC PER M 333-2V sTA 11-70 VALLEY -21 w is LONG PASSDW IV r-------c Aw A- -_ • A DRI - TERDIC I 'As - STADDARD ODD. S-I t,,• Ca,,. r p.o AR_ADA PER TIC SB-DY - - . - BUttT' _ C REV EYED DI. DIDPECTOR . DATE CITY OF CARLSBAD 1 19 TI_ADD VOlt CARlSBAD RANCl PIARIDIG AREA 110, 5 REDO!? OTTO.- PODS! I -- - - - RE'RTWOIR OESGDPTDDA - P - DII —iF TOAWEY DC ]fl CT 0302 428-9 a.00 PLOT PLAN MINOR GRADING, PAVEMENT, FLAT WORK, RETAINING WALL & STORM DRAIN IV - -w 60 N CUR8 '?A TA - °-°" CURD DATA (-VRS DATA so osw UMN I CENTERLINE DATA 0020022110 I_RINIOS I £170 WNlN'NN - - _aa" .000 2'/lZ I_aw a- /nor aNN 001202 - - - 00_ NZ 'AIM _NOSE 3 _00.0171 _40.'56( ____. _00M02 I_W _-- IWn 15121' 1? 1Cr L21V - .40_01212110 I RINSE £0.00.' a-_lOW 2121w_ ,nr Wn2DSP - 20 _ ENGINEER OF WORK ENGINEERING 1102151420021-0200002400 20101021 SN Sf4/N RAN - N OdiN (*51 107-dIll- llf0tØlli-lEO • ___________________ I_s7w. _10211 1011 NINRI'S 1.000 - 111.7__002201100421 _jOflt _.0217010 1_£flplfl vur ça.2nw'Stv isle a' N__ownow _- 1 R00W _5R ......&2 _20007'N aw 21.0 oawa woo a.ctmL2c.Iv 2500 -ll1J/ 1__a-,nr.u- — NW _2 _ON201151020 _m _- - 507220520 - , _053221020 1-limE SON 1___5011105 _low _- _- #13? - lorl02 _a_2201? - —;; -, 0 S WIN or 0.21021020 02 42013 0222100 DM0 0AS BUILT' CITY OF CAEISBAD1110 _L.01R1D1(*IIE_IZISRTNIII —I— 340020pun0002 CARlSBAD RAI{C1I, PLADNNC AREA NO. 02022 205 - 0*1137 — — = f Z — aim a oNus N7T .551 000220024 0051Y*P0040 ,a, or# on .20 500210* 07- CT03-02 _AI PI - - - - - - - - - - - - - - - - - - - 'N I I I ............... .............. ............... .ah, ,,', Fm RIWfl N? UsC ,e,-g,avN,a,a,c tIN, Rc Rae UN,,? 0mev? . lomm: 10T I .1174 I .1173 -1,754 .. .1051 1162 .1356 .1281 . N - 1194 .1283 •1278 1355 .1218 UCU EE (SC. .1393 -1755 /1328 .1 0 .1326 "a .1330 -1154 '4. .1350 .1050 .1354 - •1357 1360 II, •1322 .1192 .1277 .1284 •1282 - 1324 £9.9 ' .1327 .1392 • 1164 .1390 1355 1163. 1276 1217 1352 - 1195 . •1175 .1176 1359 .iisr'-/ .1321 1325 .1391 - . - .1129 ENGINREROF WORK - .1389 •1351 1323 .1353 •1033 - -- - .1331 -: ENGINEERING .1275 .1193 .11 .768- • - .1034 -774 - e\ '-.. \ a, . , • ROSIN! 0. DOING RN, DMOS EEls/OS DATE C "N 'AS BUILT' ,-. .• .. :-;;. GAlE 10T 14 CEN1RRUNE CA TA CURB CA TA CURB 0,4 TA CURB CA TA No 01114/INC EOZE 10*110 I *15400? I.E 0014*10? *0000 10*1171 4104W. ml 01114,010? I 454*0 10010 415041 I.El 01 14101(0 RAAW weop evea - - - - I0( CITY OF CARLSBAI) - JUO54 SEW MAR' 40 (oa5 QUflr MAW ELSE LW RULED RN, 93 •FJ00I,? aW TEXtS' LW flw RN, 93 dTI1W'.O laW' (SW manra. __________________________ - ________________________ .j - 7 OCDCEAIAG DZPAROCAJT Lit a.gwsr ax ULS a.o'u.r evW in? am FReEDOm 4LaS,3C ioU,? ISO ROCLaNCRa 93 .nSlW. lxx Wolf LW RULED EDRU - - - - - (400(4 (ShIN pot 6.000W. 2SW Jfl5( -- 04 4.1,54W. m OW. LW RULED Na, cl?1 4.nw,r JEW Nil LW RULED OS 4.10.000 (SW' ISO SW SARI NS - - - CARlSBAD RElICS. PLAJOIING AREA NO. 5 93 4.xWW' tOW Jilt &INRULIDaS 6.fl3177 NW. Sin LW RULED RN! 6.0(7(53 (OW low &W SuDan __________________________ = - - :: - - - Won Slit - PEASE I ___________________________________ 93 1.00000 *51W SLID, LW SAW OS 40) 6.10100W lOOt (IdE AW*OLAD 015 93 2007,00 JEW I4AS' LW AULED an • -. oISWWW. FAW fIN aOL *164005 OS) .0WSY INN, LIII ía, RULED as 000W. mx inn' eW SLED OS ____________________________ - - - - 500400 un-to 0. 10*80 CT 03-02 _______________ 6o w REWSION DESCRIPTIDNIv OOS N - .1572 ENGINEER OF WORK r 4PT! INE J TA SW, IlAnak at., a Wa-C Lane f,lV 17 CURB DATA I "AS BUILT" afoOt aS -- - ---- --.. "1 _- -- ---- -_-_I-_U -- ---- -- ----I_-_--;,; D'•-,•. 1_II -?-:'9 13- r. [ CURB DATA lm'I fl114,AnC MaW Ill/C78 faffl ci nuflnr lAW' lox- si-texan mi •www lax Jo1 Lw n... a LQ)J a-ann, 'Ax tin in L!)l .flVfl 009' 08 If flavor lix- 109 Lw 005WW loX' 1107 SW fatS an it*Y,- inx ,aXW' SW - Lt a_fe,,17 nsx' xi,, ow julia a,, lWWD SIX Jif? LW fUSED OS ito,fl'a Antt un SW auavtr nc tin S'w...._.sLw t.wflrioix at ran 4-n-Jew mE oil San. 01/If? CURS DATA CURS DATA CURB DATA AS SAUl/SIC I /C1SA5 WuSSI xxn- #0 fall/SIC atlAS 010,5/N faIn- AVI &ZTA4wa-tSW 09,1111? fa050x 7- 1.0it 07,00- on fl, ran@41non,? - loot 0-an ooEr aix- atom' CanPA or-Loll? nit Ian I. lifliiC Alt 1011' ran 02.,,,zry - un' Can 4. fife 17 0 at 0-an filln,a,i xix' FOX SW Rat, an SI9'Jfl - Fox' ran a. xflV' I Air Ian X207S cxx Alt LW fain an xxx tat A,,' ran ni-en? 1.117 rae a. JIIIS?- ox' ass' SW gaza, an lw/Ni,? - ow' dana a-na it ,onnr oli flit- rant 7' ocx' ion' SW one, an xxx- La" ill i-an a. ,wI,W' Ft On' f-an .Dflfs- OW tin. ox sum an ant_nt -- mow' Can oaJDf So? jar ran mn,- jar mat annIe, an tntin-N - ,ix' Can ,UOl7,- fi iii' ,afl itonoor lox' nsa' An, Anus an - *17000' "t. lax' Can * en ft 01- I/fl Ca5. 012177 CLot 5/S Lw IDLED an - * xxx- r in' 0-an 4. 7fl7 ,' 7r, an na-ar- ax- Slot an AUUV Z . C,,,,? is,,' rant a-la, mr-JO,? Ion- ran a-nm,,-- ,zx 150€ SW scat, an I a. fitter fiX' 017 f-anJ WOW S. finfe WI .53) f-an ithifaSt' foiSt fifi SW a. fl-ax- ix- an' Can LouiS?? 1117 ran 4. nuDE 11777075? -- Ida' fOS 4_Afflf'J A iC 0_an .xxtt lit loLl 1W 1311sf it fl,17 lax' _nfl ran ,nnaln- -- tilt 0-an ns,v-w -- Fox--SW ira- SW o it can,- six- 'so- 0-an it ft-ax- fax ssx' f-an a. Inns, Of IfS gUS AL ,JIp !1 .1823 .2084 - - - - - - - - - - - - - - - - - - - tftJ.oINLPItUO wuitr /\a/ 4ENGLNEEXNG / a, saa'.roa - Omita a non Si. 45620 1000 —t," - AS BUILT' p 6*16 EVEnED Iv. CITY OF CARLSBAD i1 _LJ.anLw GE0600A!ESI ]L±L __._. - - :paiolcplan150 CARlSBAD RAIACI& PLANING ARFLA UI. 5 - - - - 14000W USED 6. SILOS RELwOE OESSEIPISEL • Stain Jo P1W PEEl SPiLL 1.2t P 70 -. ED ED lv all 147E1L ELatE WEll aLLAh' onl,tw -- tAt tan naplfl - Salt Can taOiSt 109 Can APPlE _____ las lxfltlflafl abbOt lax- air sw flAW Clx a-WrotE fax. 9.01 Lw nih Clx .,xfl' lit Lw fliED an .n,fls' IDiW Sit Lw CLIP an JXWW• $0. Lit IwAPLaCa a-now' itt n#i 'aeat On! I - • 10 - -- - 4 1 , • - - - - - - - - __________ L I " AlA Tell LINE SEE SWEET 1.1 A AS BUILT' RCE_ EW........_...... DATE RI/VEtOED RE DOTE LCITY OFCARLSBADII 48 CARlSBAD RAn PLJIND1G AREA NO. 5 #0 /'YDADSE - / --I T - - -- - -s- '- - .3O2.t ,._1Iv 1OITItY'0g 00 •301 -'- .k - IP ant - 'CANNON 'ROAD 99~o NZ -. - o No..— —r- r -2049-.-2050 2051 2052 2053 2054 2055 2 -- -- - -- - 2048 .2057 .2058 .2059 -2060 -2061 -2062 282 -280 _ # — -c. #0#0ZR I/IA/TV I C 1- I T I, - . .- / V / \ 12 MA TCl TI/ATE 1'TI/ - •.L...I - - ENGINEER OF WORK IDA4Ifl0-t3-wafllas-an •.... ______________________ a to 60 * . IA2TTTO. RI/RIO EN 42IO ENITJDA DEl 0• - - - - - - - - - - - - - - - - - - - -- AlA TCH UNE II - 'SEE SHEET 12 MA L — — — I I E _______________ • I I IS \ \ I S \ r I — -- I 1SSI EaEa I A 1l N 19, 170 I I 169" -J LOT/J - - - - — TT : K I I * , / I I - / , SSSS5S •5s S I / I' I I f Abp I -1701 700 I 'I / 10T2 I I I — I\ I lI I * I I • •9 _.<___ / A I (I *j , \ I I I I / 1 I I I//I II I I ior I — II PS BUIL CITY OF SA~R~ ENGINEER OF WORK __________________ f RI a OCAITO ' DAIS 01/I DAIS ' _.______ EW_............ DATE REVIEVED AT. — _______________________________ IIISPECTIW DATE fl • *5*5155 PUllS flit CAR -5--,-- LSBAD WCIt PLAJOWRL AREA NO. 5 55150. TEOCS REVISION 0* OT*550111 505 I 3—O21 C20RPANHII{G AREA 110. UC8-.4SSO * gOUT 34 - RECSAOO OESG0101IROA _ ••• - - - - - - -- - MATCH LINE SE SHEET /6 - - FM LOT = yT P IC 0? P \ \ I I o-& flPC 0- T. a CULT \ I 1II4Te I II _//t/,I, P000SCUO I I I I I 5 I \\ \\ I L0TI4 I / /iJo / — -- - --- \ \ -- --- - I I • x IIV AUS PI040(4#IAI1tOAIt4I00 ' 'N 4 I I I I I I SSCUS I I ' 65 5 S I I I I I I I ___ 08 ,087-llm&aWUSII US ' I] I I , I I I I I / I ' •I 333_5 SSIOIIIIA I \\ \ S I I \ LOT6 I I I 9J40 Cl \ I I I I •• S\ I SCUS I S.. •5S S '- \' S S TOE 0-SlOPE - -' I I I F066SOE008044 I T 0-CA ow no ROMP 0-.b.nfl C S I USC 0-IA SEE - I - -- - - SEESAIZET34. TI 1,32ooUØa I -- -- LT/51 31- -- - - - - -1---::-----. °--. S -- ':. -------- I J I -------------------- - - S MATCH LINE SEE SHEET I -A- .1900 36/-1489 J\ 4/ . s 1575 .2000 .I932 J .1488 .1630 .157; 1632 .1772 _.4_ 1I7 1239 /JJ .1550 -IM7 1790 -1581 32- -149 3 r' 6 .2017 1 3l 1697 ILI olSil III1.Z1HIi it .'226 .1600,; 7fl, .1225 .1500 .1237 .852 .2018 oj693) .11 'AS BUILT' itVItVEl IT, cir' i Ii11 XPII OF CARlSBAD E111I II€1Ii I 48 P1.0/S lfl C4R4S140 RAKK PIJJI8II4C AJRA NO. 5 RRT SIT! - P114211 I - - - - -1- - 6930/ED 110113 0. (las - STY 0OI 31. 23113 10/mIS (jEll/S DAIS I[jjj][2o-9A REM~ 0MDC5IP110U 2930 8 .IIATCN LINE SEE SWEET /2 7! 1548 1. 1829 L114E SEE , .1929 -1934 .1947 S&\'. tX.. 1. .1828 's I .1875 1/ 1811 1815 1881 !\ 1936 / Z39 543 49))j ' o1901 ' 1893.1 174 7 61 o 13 .161 2 19 ::1 LLi87 1628 / )94 -1937/ .1880 / 935 •1896 I I / 78.785 .1820 / , °•1996_ °.1837 O ;679 .760 - •1818 r .1894,/i '7"7 / •1930 680 784 786 1833.o..L /997 I I F59bq -697-758 \ / / ' __.•696 38 .7g7\ -.k. 19 i 4 1878 / 5.691 .781fii )L ..\ -, ' •. . .45 •788 )ç j •1834 57 874 -14 .692-7 897 .694 .783 , 1939) l -1835 746 / ? /693 4 ci - - ._- o .o o 61ok 20081-2006 RURM -2007 spo MA ACH L INE SEE SHEET 22 G'1 "1 ENGEER OF WORK _____________ • : . ______________ s fl II 61 1v WIl//U 2*11 L[Ne BMW 01010* CITYffF CARLSBAD {34 20 ICR04RET00IG OIPOR*GEIRR Li9_ 020010 P14410 1010 CARISOAD RANCIL PlANNING AREA NO. 5 000010000- PEASE I CT 03-02 11428-9A '00*1000 *01000 10 N - - - - - : • - - - V - : - AINt SEE 0*10010 20- N, 2' 11*1 II MO 1011001.210 APR 30 Al 0010 I I RN 0*0000 =a 00 I l CUR? 1100*04 1' PER OGLE 0114*10 _29.99 0* 410 0*001 pIPE 0 *10 0* RPE I -' 0*0(01 t.'21 0_OilS. RE 01100000 ThE 04*00* 0* 111€ .JI1005000JG0 I V • I III I I I, III WIt 0*301021*11 GORGE 0000 11010*10 "\ j I ii I 4f44TCh1 1/NE SEE 5'?ELT /9 •1906 N, s*. s \ IIII II! II I I --2121—,1851 — PO21 ON0* 1 II N' I I oar oo* I 0*04 EAS0AEJI?1 1918 / 0* 92S.0O II 0.0*0004020* 4 i . .1913 I 1 ROOT DO1IGSPOÔT I P1 I ,' I I S S 1. N ' 1754 1848 2123 2077 4 I I 1788 1910 'ç 1SE .2124 r J *020790 SE0E?' .... \ o-00\ I I 0' RE pORç I 2046 N, I, ,,• . ,RtORIt II01G 0 . I •95 I I I . ., '. t, .5 s Ss'. 5 4 '878 992 I I 176 1758 O39 I me, 01 I I 1907 1789 "N' "-S ' 879 886 I 01 I 1964 I I 16l8 896 II III 1891 164 I I I I . 891 I I I I 1204:, I 7. -2046 4;898 .1755 4I II IkwI11J\1AI .897 I -1916 -1' 411 I I :1 kr I 1850 .1845 92 ZWI W-7 -18 _9 grApp -889 17O4 1476 I 57 Al I 1988 111:11 t,4'IT I3" , V j475 I I III I I 1~ P q ITRU I\III9II II I 1967 I 1 I1t'I I II I '4 9 1953 I '1? I - 5.. 4V/l IV _ I . I I •. 70*0000.0 , III I IlIAN I • 53 .I_I,II,I.II:I3I V 1 It I I I PEVOI9OIE -PI olo1'o6 II I I 6,2 665 I / I I I — c 2030 2070 1474 PL~ I11 I I I 016 655 795% I .86 / I I I I I 1./I VI V , ' .6S6 0657, II Vh I 01000.100*0* 7/ MATCNL,V(S4SHEET2J 666796/ JR. Ia no no II *0* N, 0*0* . no oa °667 V *00001 0010' DRIllS .1/ 0-21 OLE WIEET 310 PER 00000 00R0 0004*0*00 0001010 1040010*10021010 FOR STOOl 00001 000 COAT OELEOS -, COA0010T01IRCUIC*IAGS10 10. Ir 4'"AS BUILT -. POR0001*030AOORIG P0*0*00 1*0000 " V 'V a RRTI0030WAGL1000TI#JoSf ocmos SEE L00SE00E 0000101* FloodS 10 0*__ 0011 . I , ENGINEER OFWOR1 V EI,IGINEERING 0410340CC - 000I00C*0C. 1000(0011 — — — — P0000100*31040 CC 1063 *013404 0010 __ — — 00010*01 __ REIR0400 OESCRIP110lA ' _t ZZf* 02_All (SIZE 2112 IDEOFCADOIIS 601 IDE ,n DEtA) MINI 111111 1111111 IN i' IFiv -.--- I ...___ TYPICAL BIJILDINC PAD AREA DRAIN LAYOUT FOR WLLA J tIlt I' - at 00 : Cq MA TCR LINE SEE SHEET 24 - - - - - - - - - - - - - - - - - - - ID IZfl fAQ *6 MArC/I LINE SEE SHEET 20 \vc lo I JS'CDICN (- ,' '16GJ9D pat_A 02*12 (SIZE ADD I - - I '\ P,\ 4T E M I L rfAkS419 1 8s1 8s4 oh1 .8S5 izo , ll J148 TYPICAL SI/ILDINC PAD AREA DRAIN LAYOUTFOR WLLAI statE: l2f o a oo 60 60 'I ENGINEERING — flAmC - GIN RcC - 2fl 221 13025 IWSTS1I1$SIII - n_Nl Cl l (IDgI fl_A-all - (AtOM) T SI 005012 00 11412 0012161 SAID 1 CARISRAD RItRClt PIIARNINC AREA 50. 5 I I 4flZflS2TE-PWSZI I [166201(0 S-DOD B. Il_ADDS I INTO 02021211 Pt 21610 15 12/31/Si 0*11 I (GRIRA_(LDO so 0*115(000*501101100 INT I D- CT 03-02 II428-9A1 .—.- - I- - - - - .- -.- -- — -- - - - -- - W'18D 4141CM LINE SEE SHEET 2J 00.0 00*100 OO4OAOTT ETL " \RSdRTMID ON'FRE .1212 flD)})T o mm 000 ° _0 ZTA 4O 40 ffl.92o AOLUTWSI 5 .1132 I TO RATT!4 000 1 /' MCE RE.- 09 lodlE - - I 914 .869 .875 1407 I -, 868.872- 1070 ME, 874877 0000505 \"o871 ST .873 •1115 sMftm/•1071 TtOSIIZ st S . 0,MOCATED AS M 4000000 I .1200 / 150Am. TIGIOTSAY. TUTU! ~Y 0005 / I 050*00405. 0*1400.0 000.I000T 05001500 TO -. RU?1itstATt S S I S , 'I I \ro o, a4ot , •1408 50 005 5000005. 5 *1 - * Pso.00.d I S 5 1133 / 0 SC) 1072 .1116 - 8375? I S " LOT - ' 's' o840 . S PITS 504500 ,I'/ \ I 5055 0500 04-05 I / 1213 T *r*1'sTO 0*4051 I I I II .938 t o4*o*1o00 0.00 I -I •i. S I S!I\\ V.939 - .940 s5j70 —ET 39 1118 :.658 :160 1651 .1214 1215 06 . .1596 •17 - - .1705 -' .1561 , "AS BUILT" Ra_ ..........__..... OAT! - ! CARlSBAD RANCK PLAI180IG AREA NO.5 RESISON DESCRIPTION oono on*Tnos ICTo3O]9A -- - LOST up,.. Hoc ccoo - - - - -- H 0000005LO — --- - - -- -- / / O1 SORTS 5HZ OP , -- - - -' I - - -- -- / U OR R0c* I _ kLO I I LOST• 0 LP• RECOORS REOW 01/ : -' — — - - — * s 01. •OP 50 01 - / , I - - 00 33 WOO. PLO 00 67 •6 — .824:=.:'22 —o8 22 824 832 82. 2169 RCTR0000 59 •1136 OF -1597 OE - 566 -- 1648 1595 01 mm COOL 1134 1567 ,/A // • -- / - .1565 / 40 OP / c / - 1646 .1563 •1564 S -1137 \ ' .• - - / , c c "';/' I °t ti ,c , c 1708 / 2126 '::77 77/ 17/ / MMS. SEE DR= 0 / 000*C It 6w~ •2125 ' - I / ENGEROFWORK - 'AS BUILT' pRapom '' 1064 c , ENGINENG FAMH 1435 - / ,,3 mmm p ..o _ so MUM 0- .1438 JA ci _______________ - Fmm -- - - / - - / ____________ = RANCIL AREA NO I - — - - ' 1065 / I- REMSION oEPnoo CT 03-02 428Moj —9A GO 77 P re - i \"\'s /2 iW 06 rR - - \i 'o ':s\" (_ \\ \ I , AIATC/1 LINE SEE SHEET 27 ttl k-1&Tv \\ V -— — — ENGINEER OF WORK ENGINEERING S a' 45 60 a' RIALE: 1.2E ARIaRIAThIO Fm OSfl WU2N& DADA Fm OASES WAlDO A SATES ESDS.SOAA ADA-F. 'AS BUILT' ATE. __.. EXP......_.............. DATE TEVAtECA IV. ASECCIDO DATE CITY OF C ac_S EDDIE DEE CARLSBAD RA1ICR PLANNB1C AREA NO. 5 FmDDTSDTD-PIDISDI —I.— REOlDOhA OESPlIOH CT 03-02 Ij] HILI cl I caboIwo Flats pot CARLSBAD lARCH. PLARNINC AREA RL 10.010!. loOn SOnS !iji 0!iC IS 0A oostopi oscptOo S CT-i27 -o - .214 L4Y r .248 .2088 •09 .2100 I - -- - 209S ® 209023 - - 2093 ,I 6 247 I - I, -- 0qL MR 411 E/ rET ft'1T - ;;i::63 1416 /-1396 ,', th 7 2~ ~ge 962/-,1397 .519 2T 4.11, 'G -27 268 D. r Ail 1~1:JCONc - - - D •9S6.95s 959! - - ENGINEER OF WORK - - - Ef''!ENG,NEERJNG 0 (8 60 r q * - :• - - - -- tfl(.,INr.Mt*JR WUM. soo,o 00 ENCINEEPJNG we 00*04040-OIl Dna -2941500 *40 SRI? 4042 - £00I 04 2007 (40444404-SIlt - 144(1904 'AS BUILT' Oct tOP Dolt '*4040*00 BY. - - - W4I0 11904 00404 033446 CARlSBAD RANCI PLANNINI AREA NO. 5 204007 0410-0449404 -- - - - - - - - - - IL - 44.0040. 40409% - 00404400 OESCOIPROIO 000*40040 0714090044 99 00 41CI (C 400410 101 .__JI CT 03-02 II4289AI 4.- - - - - - - - _ - - - - - - - - - - - P. _ _ - '\ 13 Tf1\ -:: ]- I UI_/. 10,997-117 (70004 905000*00* 700(04 9050441000* , P0904750 0.24. PER 04710 6-24. fiv /so .---- 0064604 9333- 0N41*P,344t.I o *044. 4. 907 900.444410 6*790 PER 60*440* 9333-23 'b. I 7T (1/8 /'/V7d DNICV/J rw 8 b j I] 8 * 8 PIP RAP PER 40440 0-40 IWO 2. 1.14. QCE CLASS S ISA 040 12' FLIER 012110(1 ST 4" 4054CC 040 4 LOSER 2.012121 11 1111 112 lAP /60 COMPLY 48111 1141 SPECS 40042004Th1& 0-4340 OR EOUIVALCOT. ENGINEER OF WORK ENGINEERING COO 1444040 - Old OCE - £00408 11OrnR14c-1 Cl 14*08 #0. 43029 ()P4/ /00-4043-141/404114*440 41 00. 0-40 * I2. 40010*0 04* 0184* 0.1434* 0010 - - - - - - - -- - - - .— - - - - - --- 418 - A MI t• ;_-______ RI •/ / -384 Ui T P-374 .375 .377 -378 ILL taRn,? -- jut / I H03/I/PJ? - HR/I I - : - ENGINEER OF WORK ENWNEERVC, 'As BUILT' ejosufl flaw - ci nm Co. CR329 /O.411813fl199) Rfl_-._ C9R._______ Cart j I VTOFO 0. atlltllo Ott 4560 IDrVC 0*10 I m CITY OF 07*1! $1000 00*06 no FOR CARlSBAD RARC} PL4J81U4C AREA M. 5 - - j - moor sot - pauso r - - P9005W u.OTh a wets LREMSON 0IPOM CT 03 02 428-9A 9. .. PH- 4 6 - - ID 5)IWT 3 3T. It H.P. PVC CECIIOM 1-c fillIP dM1 ICR FOROETHu OR- 1333-2V - / Xe 30 lflfl-WDIOIIDIDPVHCE ICR PDP3 SCRSDO-40fl1'C3. r I\ Ittifi at/joIn OF R r Dna otto- cM1IDt/ I PR/VAlE SrORA1- DRAIN DA 14 ] -Ul oflzrvUcU fltU LflflU1N nem- I fftflflfl• - nSf SeeDy-' 2J2Z -. Sail. ,a-,•" 3 #4$7FWiY -4 Xe..! - CG DID ID'r Xe/I IN TTt%A V5 V/{' r I I ) 1525 16651' 'i : I ,/ I ' N ' • 17517 i \ ••I : .", 1668 I -' ' "' P. IN 1667 It II I\ I I 'A • I \ 1620 1673 1 r A II\\ ' A •. :l-j.'I S I i I TI •' I\ 1621 \ IIIT II -I I I :111 'llI\ - - II 111 \TII A d 4IC ' I I I I 1624 I 1' I I 'A T\\ 1625 'A ll I I 11:1 - I 'A 1626 I II I'A I \I 'A I -- - - - -- 4 48 ENGINEER OF WORK AS BUILT ENGINEERING X. ----- 1 I I - '-- ''-- - - - ATEllMAZE imm AiSRIR Ti Ct_ £RP DATE TIlE FWSO%WNA aps AS WTIJAED III, BUT NOT UlSTER ED TITE BEST SAIIAZEBENT PLACTTCE - I -- Ul REVIEVED NY. - 4 HMIRUMAI. CMTRBIUO STRAtI WATER QUAlITY NSSOOATTOI. AIJFRIRWA MAD. RI THE MAR11 a canto nt sno I tOlEDO REHSZU WIllOW. BOY APPLY OCRITIG COTISTRACTIOB (=-.L AURES tAT BE - - - I I I (AE -. — . . IU5I'EEHOD TOTE r *13 422 4133 J. GAlE Alto Alto lIt-I RAIN LARSON MAIITTW. Itt_B ERI U. COIt WASTE AAAI.AZEIAEIIT A a lIE RI RI . RETIISTON EESCTFIPIION BAIT BUSt 1W AlA SATIATED EGISIWUE CII Dint/GO ,fjç GA.o. ° - ;•. .-. -I MI CITY OF CALISAO MACIT EIACIWEERTHG OEPARTWEAII L± VOTE RISIOR COT1IMI. P14313 CARLSBAD RAA1C PLAIBIIFG AM NO. DRIORT STIR - PHASA I 42 -9A P9005W ILATO It 110005 lAST OIRIITER Pt 13850 TAIISI/RA DATE ILcLo3-o2 4"SD LE.=230 INTO 6" PVC I —4"SD if '7. INT" I 6PVC /'ç 4I4 n 6' LE.=21 - - - - - - - - - - - - - - - - - -N - (\\ J_Awl, 1-6° SCO & LATERAL PER\ DWG NO. 428-9 AT STA 12+74.72 I.E.= 215.60 \ \ >\t 74 tow 4. Pic STA12+8403 I RIM aEvAnoN0.37 1-6° SCO & LATERAL PER DWG NO. 428-9 AT ST 12+7997 I.E.= 21 60 \ N N N N / — '-S T 4"SO I.E.=2.30.2 \2' INTO 120 PVC PIP sic 60 SD LE.=230.28 TIE INTO VC PIPE 6" SCO 6°S I.E.= 1 99 Sco I.E.=222.28 I, .E.=21 .37 Sco 4 6°F1RE 88 HOTEL 2 6° SCO I.E.= 19.76 2 FFE=234.30 GFE 224.0O 6° CW 200 GPM SERVICE PRESSURE © POC = 5XX.XX PSI I CARLSBAD RANCH RESORT PA-5 APPLICANT INSTALLATION PROGESS PRINT 12 h,) DETAIL A" J (3 Iz In 2 GAS METERS I I SEE DETAIL "AN I I NOTE: 1" SERVICE TO BE WRITTEN ON SERVICE ORDER -i BY SDG&E. .1198 I ' I 116. I SITE IN VICINITY MAP TB 4 IN. MAIN (PE) 3135' I, 0 40' BOOK 38 8 PAGE 751 NOTES BROIAATE WITH 10140700240 VEAX 0000 02040167 IToIS 0710714414 RE GAO FACILITIES TO It INSTALLED BY 7101 IEVOLW'ER WISED 04144100 DISTALLATIWL ItWI0ED AREAS DIIIEAIE 641 74007 lIlLY (644) 10 DC PEITOR.NED DY TOE OETOWEIE IEAU. STUBS TO BE 1 PE PIPE VAL TOLL FREE 1-800-422-4133 AT LEAST FAQ OATH 0000 TEA RIG XJXI 04406207W 54)7100 144174004 .3'.. 11.1 01 2 GAS METERS •OURU I SEE 3 1.1055 X I DETAIL "8" I , Li UI I -1054 11 .iO 52 .10S3 I RESORT DRIVEWAY (PRIVATE DRIVE) I NO SCALE DETAIL "B" VICINITY MAP TB 112,—.J2 - -- %1I ti CARLSBAD RANCH RESORT PA-5 DELETED LOCATIONS PRELIMINARY 5,6,7,9,15&26 PROGESS PRINT GA PANEL CONDU IS ~208 3014W 1 RUN #500 G3 a / 106 KW 8 0 DETAIL "A" UI 4-5' SERVICE RUN 14 (5 I 2 4-5' SERVICE RUN STA.782-439 - - VILLA1 I 0196183 13 - 118 KVA 79Z STA. 29+10 /150 KVA I STA.782-441 Eig j STA. 39+85 150HZS 4' EXIST 1DB4' SEE DETAIL 122 12 3 #2 /ONDU IS #500 ID 3425 150 BVA 1600A METER PANEL _ LOCATE & EXTEND INS. ON 880 izs6 . VILLA IA -1257 V 093 LE T LLB*7880ON 2EB5: 21[J 3 #2/0 5 OFFSET FROM WATER ,..-1260"., 1813 1096 EXIST 1-4' 1261 1802 5 OFFSET FROM WATER ii I 2/0 10 I ' LOCATE 8 EXTEND -- / - •1263 .. ... -r INS. './.0.#2873880 .1264 s .- GAS I EXIST. FUSE CABINET 9' -.-... 3316 17 .1019 AATCHUNE ABOVE RIGHT D196168 H124680 INSTALLED ON STA. 30+45 IDB4' & 2EB5' .I.O.# 2873880 SEE STREET SECTION #2 (SHEET 6 of 6) 16 2/0 DETAIL "B' . LOCATE 8 EXTEND SEE SHEET 6 FOR NOTES L AND STREET SECTIONS N SEE "JNE_BELOW LEFT 984 I 1.986.10281 .9851I 40' 1 EXIST. 3316 8 H125988 I INSTALLED ON Ill I V.O.#2873880 1 I IwI II -" II II 01 II ELlIT II II II I 0 I! I , / 0 II 12 I I v EXIST. 1-4' INS. O SON VO#2873880 - IL') Il EUER ii F-El"i I II I It l.1O Z \\ l 1-4' CARLSBAD RANCH RESORT PA-5 PRELIMINARY .1098 . PROGESS PRINT I 11.0 0 11 40, 099 SEE SHEET 6 FOR NOTES AND STREET SECTIONS 1 -1044 18" CONFERENCE CENTER [I 18"3421 PAD 2EB5 136 20B4' L_. 3 #2/0 5 OFFSET FROM WATER 3316 • 120 1 METER, NTH ESTIMATED I 1 H124638 .. \.1o2.1025,D GREATER THAN •1068 1084 qSTA. 1247 -1007 -1248 SEE STREET METER , PANEL -1104 1105 D196219 ;ODA /i/ 1106 25 NDS 3 #210 SALES SLOG. 5' OFFSET FROM WATER . 1252 S .. .1253 1Q JLIaJr H12431316 22 254S.. DIAL 1231 IOU.. FREE G.STA. 25+15 ioo-n--sw SEE STREET SECTION # (SHEET 6 of 6) \ .1232' FUTURE 20B4' 23 STUB L_ . -1101 SERVICE RUN -143 (..11o3 -1433 -1434 OOOA METER PANEL i r_11__1 3277 480 30 4W ) 'ul 1O'2 7-5" CONDUITS 1 RUN #1000 294 OW -. L]92S"HH 300 1-1MB 245 ATTEND; 1067 I 346 OVA 115.39 100A MTR 2091 -TERING COMMUNICATIONS I 300 (VA 5'rf 800A MIR 5' 29 10B2 28 30 C.J.P. 108 STA.782-445 0196210 27 1DB4 132 OVA 25 150 HZS 150 KVA 11196208 3425 SERVICE RUN 24 IDB4' 800A METER PANEL 120/208 30 4W 2-4 CONDUITS 2EBY 1 RUN #500 112 KW 3 #2/0 4000A METER PANEL 120/208 30 4W 10-5" CONDUITS 1 RUN 81000 322 KY! .2119 AN METERING COMMUNICATIONS REQUIRED. 1 METER. WITH ESTIMATED DEMAND GREATER THAN 5968 0KW :966. ZD .967 11384 40 3 #2 969 A'- 37 3316 H124644 STA. 17+90 SEE STREET SECTION #3 (SHEET 6 of 6) -. a. -. .,- Rolm" -— - -, - - .-. — CARLSBAD RANCH RESORT PA-5 I SEE SHEET 6 FOR NOTES I PRELIMINARY AND STREET SECTIONS N PROGESS PRINT 379 (VA O 91 SEE STREET SECTION #3 (SHEET 6 of 6) STA. 782-449 300 ç _.. '-'---- - H124645 L.M' 13196244 411 0 40' 52 22DEB45:2D84' 3427 w/HH _J .982 10134 A 3 STA. 13+00 3 #2/0 300 HBS 1 0993 .1008 6 \ \, ' \ \\ .1010 3 #2/0 # .995 .1009 .994 \ '%4 \.r .997 \ .1011 1 PRI. .1013 FUTURE EASEMENT FOR .977 PME-10 SWITCH SEE DETAIL '0" \ \ PR!. STUB .1012 998 2DB4' \ \ .996 46' / - 5' SERVICE RUN .999 DETAIL D" \'.971 / 1000 SEE STREET SECTION #3 (SHEET 6 of 6) / .1001-1002 47 3316 HH 4646 LII '' FUTURE FUSE CABINET .1014 1DB4' PR!. STUB I9 ,_ _[]1084' 5 OFFSET FROM WATER .972.. 1003 •983 ' \ ".976 SEE STREET SECTiON #3 (SHEET 6 of 6) .1016 2EB5' IDB4' .~004 49 D196386 4480 'JE3523 .1017 -975 IDB4' 43 .1018 1-1 z FUTURE STUB 1005 Rj~ 50 IDB4' -981 FUTURE STUB q STA. 17+00 1109S FUTURE STUB -1006 D196243 39 -1021 Y\ 3421 25 NDS FUTURE INTERCEPTION OF 1-5" IOOA METER PANEL A 1-3" CONDUIT 10B2' 38 .15' FROM 2EB5 SEE MATCHUNE 1"\ HFUTURE PME-10 SWITCH TRAFFIC 36 2DB4' AT (flST TWO OATS .... . 3 #2/0 __________________ - . • CURB WO ATWT WOTTWOS sWOo DETAIL 'C' DETAIL 'E" S.- CURB DETAIL "r CARLSBAD RANCH RESORT PA-5 PRELIMINARY PROGESS PRINT LI. V?z 2-5 S8 çI SEE SHEET 6 FOR NOTES AND STREET SECTIONS 1EB5' [J — — LOCATE & EXTEND EXIST. 1DB4' & 1EBS' — -40 t4 — — SEE STREET SECTION #3 (SHEET 6 of 6) H124648 553316 STA. 2+60 56 jpB2' .1280 LJI 2- OFFSET--FR"O'M CURB 52 -1089 PRI. STUB 17. ME ~PANE .989 STA.782-450 IOOA METER PANEL .990 D196265 57 1-3' CONDUIT 3421 25 NDS \ •991 SEE DETAIL "F SECTION #3 (SHEET 6 of 6) 14. 8OOC DJ C 1 Corporate: Phone: 714.632.2999 - FAX: 714.632.2974 2992 E. La Palma Ave, Suite A, Anaheim, CA 92806 Dispatch: 800.491.2990 San Diego/Imperial County: Phone: 858.537.3999 - FAX: 858.537.3990 6295 Ferris Square, Suite C, San Diego, CA 92121 Dispatch: 888.844.5060 Inland Empire: Phone: 951.653.4999 - Fax: 951.653.4666 14467 Meridian Pkwy., Bldg. 2-A, Riverside, CA 92518 Dispatch: 800.491.2990 Indio: Phone: 760.342.4677 - Fax: 760.342.4525 44917 Golf Center Parkway, Suite 1, Indio, CA 92201 Dispatch: 800.491.2990 PROJECT LISTINGS: Highways; Streets; Airfield Paving; Parking Lots; Garages; Vehicle Maintenance; Park- ing Decks; Commercial Buildings; Shop- ping Centers; Educational Facilities; Classrooms; Office Buildings; Industrial Parks; Hospitals & / Medical Facilities; Utilities; -- Gas, Water, Electric; Auditoriums & Theaters; Postal •- . Facilities; Housing