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HomeMy WebLinkAboutCT 72-20; LA COSTA VALE UNIT NOS 3 AND 4; FINAL REPORT ON COMPACT FILLED GROUND; 1977-02-04,. • • • • PHILIP HENKING BENTON' "RESIDENT .• CIVIL ENGINEE" BENTON ENGINEERING, INC. APPLIED SOIL MECHANICS -FOUNDATIONS 6717 CONVOY' COl!RT SAN DIEGO. CALIFORNIA 921t"t February 4, 1977 TELE .. HONE (714) 1S61S·191S1S La Costa Land Company 2100 Costa Del Mar Road Carlsbad, California 92008 Subject: Project No. 74-5-2D Final Report'on Compacted Filled Ground Cr72~2.o Gentlerrien: La Costa Vale Unit Nos. 3 and 4 Carlsbad Tract Nos. 72-20 and 76-3 Carlsbad, California This i; to report fhe ~esults of tests and observations made in order to inspect the compaction of filled ground placed on certain areas of La Costa Vale Unit Nos. 3 and 4 in Carlsbad, California. The fills were placed during the period between June 10, 1974 and January 24, 1977. Also included in this report are the results of tests taken in trench backfill placed over certain utJlity lines. . The ~pproximate are9s and depths of filled gl'OlJnd placed under our inspection in accordance with the approved specifications are shown on the attached Drawing Nos • .1, 2, and 3, each entitled IILocation of Compacted Filled .Ground.1I The grading plan used for the pl~cement of. filled ground, dated April 18, 1974, was prepared by Rick Engineering Company. The approximate locations at which the .fests were taken and the final test results ate presented on pages T-l to T-53, inclusive, under the "Table of Test Results~~' The laboratory determinations of the maximum dry densities and optimum moisture contents of the major fill materials are presented on. page L-l, under the II Laboratory Test Results.1I Some 'of the maximum dry densities shown in the "Table 'of Test Results" were combinations of these. The tests were taken during the weekly periods indicated below: Test Numbers 1 to 7 to 10 to 38 to 118 to 185 to 249 to 322 to 4011'0 4511'0 6, inclusive 9, inclusive 37., inclusive 117, . incl usive 184, inclusive 248, inclusive 321, inclusive 400, inclusive 450, inclusive 473, inclusive Week Ending' June 15, 1974 March 13, 1976 March 20, 1976 March 27, 1976 April 3, 1"976 April 10, 1976 April 17, 1976 April 24, 1976 May 1, '1976 May 8, 1976 • • • • • • • • .' < Pro ject-No. 74-5-2D La Costa Vale Unit Nos. 3 and 4 Test Numbers 474 to 483, inclusive 484 to 496, inclusive 497 to 520, inclusive 521 to 545,' inclusive 546 to 575, inclusive 576 to 608, inclusive 609 to 635, inclusive 636 to 675, inclusive 676 to 697, inclusive 698 to 743, inclusive 744 to, 771, inclusive 772 to 811, inclusive, 812 to 875, inclusive 876 to 925~ inclusive 926 to 970, inclusive 971 to 1044, inclusive 1045 to 1095, inc-lusive 1096 to 1131, inclusive 1132 to 1186, inclusive 1187 to 1230, inclusive 1231 to 1287, inclusive 1288 to 1365,. inclusive 1366 to 1440, inclusive 1441 to 1527, inclusive 1528 to 1581, inclusive 1582 to 1587, inclusive 1588 to 1595, inclusive 1596 to 1614, inclusive 1615 to 1624, inclusive 1625 to 1650,.inclusive 1651 to 1660, inclusive 1661 to 1680, i ncl usi.ve 1681 to 1688, inclusive 1689 to 1692, inclusive 1693 to 1699; inclusive 1700, 1701 and 1702 -2~ Week Ending, May 15, 1976 .May 22, 1976 May 29, 1976 June 5, 1976 June 12, 1976 June 19, 1976 June 26, 1976 July 3, 1976 July 10, 1976 July 17, 1976 July 24, 1976' July 31, 1976 August 7, 1976 August 14; 1976 August 21, 1976 Augvst 28, ]976 September 4, 1976 September 11, 1976 September 18, 1976 September 20, 1976 October 2, 1976 October 9, 1976 October 16, 1976 October 23, 1976 October 30, 1?76 November 6, 1976 November 13, 1976 November 27, 1976 December 4, -1976 December'11, 1976 December 18 ~ 1976 December 25, 1976 January 1, 1977 January 15, 1977 January 22, 1977 February 4, 1977 January 24, 1977 (Date of last test) Certain lots on La Costa Vale Unit No.3 were not graded during this period. Those lots not graded were Nos. 428 to 440, inclusive, 457 to 468, inclusive, 472 to ,481, inclusive, 485 and 486. The final results of tests and observations indicate that the compacted filled ground has been placed at 90 percent of the maximum dry density or greater except in certain street areas which will be recompacted at a future date. It has been determined that the fill materials, compacted to 90 percent BENTON ENGINEERING, INC. • -. • • • • . Project No •. 74-5 ... 2D La Costa Vale Unit Nos. 3 and 4 -3-February 4, 1977 of the ma)<imum dry density, have a safe bearing value of 1800 pounds per square foot for one foot wf<:Je continuo.us footings founded at the minimum required depth and placed five feefor more inside the I'op of compacted filled ground slopes. If footings are placed. cl.oser .to the exposed slopes than 5 feet inside the top of compacted filled ground slopes, these should be deepened one foot below a 1 1/2 horizontal to 1 vertical I ine projected outward and downward .from a point 5 feet horizontally inside the top:of compacted filled ground slopes in areas of no tock disposal..* Footings founded at least one foof below the surface of the ·firm undisturbed natural sons may be designed using an allowable bearing value of 2000 pounds per square foot. IIExpans!ve ll soil conditions exist within fheupper three feet below finished grade on certain lots. The classification of each lot with regard to lIexpansivel1 soil conditions is presented as fol'lows: . . . Type IIAII (Critically Expansive) La Costa Vale Unit No.3 -Lots. 406 to 410, inclusive 412, 415 487 to 492-1 inclusive. La Costa Vale Unit No.4 -None Iype IIBI/(Marginally Expansive) La Costa Vale Unit No.3 -L.ots 416, 417 469, 470, 471 482, 183 and 484 La Costa Vale Unit No.4 -Lots 47, 48 72, 73, 74 90 to 102, inclusive 108 to 111; inclusive Type 11(11 (Nonexpansive) • La Costa Vale Unit No.3 -Lots 296 to 405, inclusive 411, 413, 414 418 to 427, inclusive 441 to 456, inclusive La Costa Vale Unit No.4 -Lots 1 to 46, inclusive 49 to 71, inclusive 75 to 89, incl usive 103 to 107, inclusive 112 to 114, inclusive 1» * In areas where rock disposal was made at the rear of certain lotsas shown .on the attached Drawing Nos. 1,. 2, and 3, no footings should be placed closer t-o t.he top of.slopes than 5 feet horizontally inside of the approved compacted filled ground I im.its shown by dashed lines. . BENTON ENGINEERING, INC. • • • • • • • • • . Projeet No',. 74-5-2D -4- La Costa Vale Unit Nos. 3 and 4 Lots Not Graded,and Unclassified La Costa Vale Unit No.3 -Lots 428 to 440, inclusive 457 to 468, inclusive 472 to 481, inclvsive 485 and 486 La Costa Vale Unit No.4 -None February 4; 1977 These lots that have not been graded should be cl'assified at the time of construction. In order to minimize possible detrimental effects caused by the "expansive" soil conditions on the proposed residential lots, the f¢llowing special design, and precautions are recommended: T.ype HAil (CrHicallyExpansive) 1. Use continuous interconnected reinforced concrete footings, wherever possible, and place these at a minimum depth of2.0 feet below the lowest adjacent exterior final ground surface. If iso.iated interior column footings' are required, th~se should be placed at a depth of 2.,5 feet below the lowest adjacen't ground surface. If in-place rock conditions are encoun- tered at depths of I'ess than 2. 0 feet, then lesser depths of excavation are permissible to a minimum of 1.0 foot. 2. Reinforce and interconnect continuously with steel bars ell interior and exterior footings with a minimum of one #5 bar at 3 inches above the bottom of aU footings and one #5 bar placed 1 1/2 inches below the top of t:he stems, of the footings. 3. Reinforce all concrete slabs with a minimum of 6x6 -la/lO welded wire fabric and provide a base layer of at least 4 inches of ~/4 to 1 inch size crushed rock' beneath all concrete slabs. A moisture barrier should be provided above the crushed rock and then 2 inches of sand should be placed over the moisture barrier and below the bottom of the slab. 4. Separate garage slabs from perimeter footings by Cl 1/2 inch thickness of construc- tion felt or equivalent, to allow independent movemen,t of garage slabs relative to perimeter footings. Assure complete separation by extending the felt over the full depth of the front thickened edge of the garage slab. Also, cut off the garage door stops at least 1/2 inch above the slab. 5. Provide positive drainage away from 011 perimeter footings with a vertical fall of at least 5 inches in a' horizontal distance of 5 feet outside the perimeter of the house. 6. Exercise every efFort to assure that the soil under the foundafions and slabs has a uniform moisture content 1 percent to 3 percent-greater than optimum thrQugh.!. * The required design for commercial buildings may differ from the recommendations presented herein. ' BENTON ENGINEERING. INC. • • • • • . Project No. 74-5-2D -5-February 4, 1977 La Costa Vale Unit Nos. 3 and 4 6. Cont. Qut the top 3 feet below finished grade at t.he time of placing foundations and slabs. The moistened soil conditions need not extend to a depth of 3.0 feef'in those areas where rock or very firm nonexpansive soil conditions are encountered' at depths of less than 3.0 feet. Type "BII (Marginally Expansive) Use the same design as recommended for Type II All lots except Hems 1 and 2 should be modified as follows: 1. The continuous footings may be placed at a minimum depth of 1.5 feet below fhe lowest adjacent exterior final ground surface. Single 114 bars, placed as directed above, may be substit\Jt~d for the "5 bars recommended for the Type 11 All lots. Type IIC II (Nonexpansive) Special design for expansive soil conditions will not be required for lots classified in this category. '. Oversized rock were buried in certain designated areas in accordance with the project specifications. The approximate locations of these rock disposal areas are shown on the attached Drawing Nos. ,1, 2 and 3. It is possible that natural in-place rock formations or large rock fragments may be encountered • in excavating to depths of greater than 1 .5 feet below finished grade in certain areas. ' • • • .' All buried exterior utility lines should be City of Carlsbad approved plasfic lines due to the corrosive characteristics of the soi Is, 'unless sufficient field tests are taken to establish that noncorrosive soils exist in the utility trench areas. Two tests taken in street subgrade and areas of trench backfill that have been placed at less than the required degree of compaction will be recompOctedat a future date., These tests are noted liTo be Reworked II in the remarks column of the IITable of Test Results. 11 ' Respectfully submitted, BENTON ENGINEERING, INC. BYR~~ R. C. Remer Phil ip H. enton, C ivif Engin r R. C • E. No. 1 0332 Distr: (2) Addressee (1) Attention: Mt. Burton C. Kramer (2) City of Carlsbad, Eng. Depart. (1) Rick Engineering Company, Carlsbad (1) Warmington Development, Inc. ' Attention: Mr. Bart Pitts BENTON ENGINEERING. INC. Project No. 74-~-:2D T-1 Febr.uary 4/ 1977 ;. LQ Costa Vale Unit Nos. 3 qnd 4 TABLE OF TEST RESULTS Approx-Depth Maximum • imate of Fill Field Dry Dry Test Location at Test. Moisture Density . Density Percent No. Lot No. in Feet % dry wt Ib/cu ft Ib/cu ft .Compaction Remarks 1 . 367 2.0 15.6 109.0 119.6. 91.2 ,I 2 366 3~0 . 15.2 . 109.6 119.6 . 91.7 3 367 6.0 15. 1 108.3 1 f9.6 90.6 4 366 . . 7.0 12.2 107.7 118.4 91.0 ·5 368 3.0 13.4 112. 1 124.0 90.5 4 369 2.0 13.2 111.2 121.7 91.4 • 7 Cadencia St. 2.0 19.7 106.7 112.8 94.6 Sta. 48+00 6 Cadencia St. 1.0 . 18~0 110.3 118.4 93.1 Sta. 50+00 9 Cadencici St. 1.0 . 18. 1 103.6 112.8 9L9 Sta. 52+00 '. 10 Cadencia St. 2.0 19.0 101. 9 112.8 90.4 . Sta. 54+00 11 Cadencia Sf. 3.0 14.3 110.3 12Q.4 91.6 Sta. 56+00 12 CadenciaSt. 2.0 19.4 108.4 118.4 91.5 • Sta. 39+00 13 Cadencia St. 4.0 9.9 105.7 114.7 92.2 Sfa. 39+00 14 Cadencia St. 1.-0 14.8 '106.2 -116 __ 6 91.1' Sta • .41+00 • 1:5 Cadencia St. 6.0 1-5.0 108.3 11.8.4 91.4 . Sta. 39+00 16 Cadencia St. 8.0 18.4 105.5 116.6 90.4 Sta. 39+00 17 Cadencia St. 10.0 10.4 107.2 114.7 93.4' • Sta .• 39+00 18 Cadencia St. 12.0 10.0 . 109.7 1t4.7 95.6 Sta. 39+00 19 Cadencia St. 14.0 14.6 106.4 116.6 91.2 Sta. 39+00 20 Cadenda St. 16.0 14.5 110.2 1"18.4 93. 1 • Sta. 39+00 21 . 377 1.0 11.6 102.2 112.8 90.6 22' 375 1.0 16.5 104..9 116.6 90.0 23 373 1.0 15.7 111.5 1.20.4 92.6 24 371 1.0 9.6 118.8 . 128.0 92.8 •• 25 370 2.0 12.3 113.4 124.0 91.5 26 368 7.0 13.4 112.8 124.0 91.0 27 374 1.0 13.4 '116. 1 128-.0 90.7 28 370 6.0 9.9 117.4 1'28.0 . 91.7 • BENTON ENGINEERING. INC. • . Project No. 74-5-2D T-2 F~bruary 4, 1977 LCj1 Costa Vale Unit Nos.. 3 and 4 . TABLE OF TEST RESULTS (CONT.) Approx-Depth Maximum " imate of Fill Field Dry DrY Test Location at Test Moisture' Density Density Percent •• ! No'. Lot No. in Feet % dry wt 'Ib/cu ft Ib/cu ft Compaction Remarks 29 371 5.0 9.6 119.2 128.0 93.1 '. 30 383 2.0 17.9 106 .0 112.8 94.0 31 381 1.0 17.4-109. 1 1.18.4 92.1 32 383 6.0 12.2 108.6 118.4 91.8 33 382 2.0 12. 1 112.4 121.5 92 .• 5 34 376 2.0 11.6 114.1 125. 1 91.2 • 35 372 2.0 16.4 108.3 11'8.6 91.3 36 367 6.0 11.6 111.5 121.5 91.8 37 366 11.0 12.0 113 .• 8 121.5 93.7 38 368 11.0 14.3 117.5 128.0 91.8 39 370 10.0 16.2 103.0 112.8 91.3 • 40 383 10.0 14.1 103.8 112.8 92.0 41 382 6.0 lO.l 120.9 128.0· 94.4 42 3131 4.0 13. 1. 116.0 124.0 ,93.5 43 382 10.0 19.0 104.5 112.8 92.7 " M 385 Lo 13.0 123.3 128.0 96.3 45 383 12.0 11.2 1l8.6 128.0 92.7 • 46 384 '2.0, 12.7 117. 1 128.0 ' 91.5 47 .366 15.0 13. 1 115.3 124,.0 93.0 48 367 18.0 . 10.4 115.6 124.0 93.2 49 366 19.0 15.8 109. 1 , 11:8'.4 92.1 50 368 15.0 13.5 112.3 121.4 92.5 • 51 365 1..0 '15.0 105.2 112.8 93.3 52 368 19.0 14.2 111.6 119.3 93.5 53 369 6 .•. 0 14.1 111.7 121.4 91 .. 9 54 365 5.0 11.8 113. 1 121.4 93.2 55 372 '6.0 18.1 107.0 118.4 '90.4 • 56 373 5 .. 0 17.8 115.9 128.0 '90.5 57 374 5.0 15.8 108.5 118.4 91.6 58 375 5.0 14.5 110.0 121.4 90.6 59 374 8.0 14~4 114.9 124.0 92.6 60 381 11.0 11.8 109.4 119.3 91.7 • 61 354 . 2.0 12.9 lH.7 121.4 92.0 62 352 2.0 9.4 115.8 12S.0 90.4 63 354 4.0 . 11. 1 111.9 121.4 92.2 64 351 4.0 13.8 108.2 1l8.4 91.3 65 350 4.0 10.0 117.6 128.,0 91.9 66 355 1.0 10.3 11:5.7 128'.0 90.4 • 67 358 1.0 10~8 115.0 126.0 91.3 68 356 3.0 10.5 126.2 128.0. 98.6 69 359 1.0 11. 1 117.5 128.0 91.8 70 357 2.0 1L 1 ' 120.0 128.0 93.8 • BENTON ENGINEERING. ·INC. Proiect No,. 74-5-2D T-3 February. 4, 1977 '." La Costa Vale Unit Nos. 3 and 4 TABLE OF T~$T RESULTS (CON.T.) Approx-Depfh Maximum • imate of Fill Field Dry Dry Test Location at Test Moisture Density Density Percent No. Lot No. in Feet % dry wt Ib/cu ft Ib/cu ft Compaction Remarks 71 352 6.0 12.5 114.1 124.0 92.0 • 72 354 8.0 10.9, 113.8 124.0 91.8 ' 73 351 8.0 13.9 11LO 121..4 91.4 74 370 14.0 14.0 113.5 124.0 91.5 75 369, 10.0 13.2 113.4 124.0 91.5 76 367 22.0 12. 1 '102.7 112.8 91.1 77 365 9.0 13.4 117.6 128.0 9].9 • ,,78 373 9.0 15.7 110.'5 121.4 ' 91.1 79 321 1.0 12.4 107.8 117'.8 91.5 80 322 1.0 10.6 111.4 121.4 91.8 81 487 2.0 20.2 104.7 115.3 90.8 82 487 2.0 21.1 96.6 107.2 90.1 • 83 488 2.0 ,19.7 99.8 107.2 93.1 84 488 2.0 19.4 99.6 107.2 92.9 85 482 2.0 16.7 104.8 112.8 92.9 86 483 2.0 17.7 104.8 112.8 92.9 87 Esfera St., 4.0 16.5 ' 109.3 112.8 96.9 • Sta. 9+00 88 492 ' 2.0 20. 1 102.8 112.8 91.2 89 487 4.0 16.8 107. 1 117 .. 8 90.;9 90 488 4;.0 19.3 100.3 107.2 93.5 91 320 4.0 12.4 114.7 124.0 9'2.4 • 92 PiraguaStreet 2.0 12.5 112.5 124.0 90.6 Sta. 45+00 93 Piragua Street 4.0 13.2 105.7 11'5'.4 ,91.6 Sta. 45+50 94 Piragua Street 6.0 11. 1 111.0 121.4 91.a Sta. 45+00 • 95 Piragua Street 2.0 9.5 122.0 128.0 95.3 Sta. 44+00 96 Piragua Street 1O~0 13.2 115.4 128.0 90.2 , Sta. 45+00 97 Pirague Street 6.0 13.2 110.2 121.4 90 .. 8. • Sta. 44+00 98 Piragua Street 14.0 ,22.4 103.4 112.8 9'1.7 Sta. 45+50 , 99 Piragua Street 2.0 13.3 117.3 128.0 91 .. 6 Sta,. 43+00 • 100 Piragua Street 12.0 10.8 115.5 128.0 90.2 Sta. 44+00 BENTON ENGINEERING, INC, .. Proj<act No. 74-5-2 D T-4 February 4, 1977 La Costa Vale Unit N~s. 3 and 4 TABLE OF TEST RESULTS (CONT.) Approx-Depth Maximum , imate of Fi.11 Field Dry Dry Test Location at Test Moisture Density Density Percent . No. Lot No. in Feet % dry wt Ib/cu.ft Ib/cu ft Compaction Remarks TOl 488 4 .. 0 17.0 103.8 114.7 90.5 • 102 482 3.0 . 18.0 '102~5 112.8 90.9 103 Esfera Street 8.0 21.4 100.9 111.6 90.4 StQ. 8+00 104 491' 6.0 23.3 lO4.2 114.7 90.9 105 487 6.0 19.3 103.1 113.8 90.6 ,. 106 487 6.0 18.4 109. 1 114.7 95.1 107 488 6.0 18.8 102.2 112.8 90.6 108 488 6.0 23.2 103.5 114.7 90.2 109 488 8.0 16.0 106.3 114.7 92.7 110 488 8.0' 21.7' 103'.4 114.7 90.1 111 386 1.0 TO.5 111.0 121.4 91.4 • ·112 385 5.0 12.5 111. 1 121.4 ' 91.5 113 384 6.0 11.8 112.5 121.4 92.7 114 385 . 7.0 13.4 . 109.8 121.4 90.4 115· Piragua Street 6.0 11.7 113. 1 121.4 93.1 Sta. 43+00 • 116 Piragua Street 16.,0 13.3 112.4 121.4 92.6 . Sfa; 45+00 ' 117 Piragua Street 2.0 17.8 104'.8 112.8 92.9 Sta.: 46+00 118 Piragua Street 16.0 10.7 110.7 121.4 91.2 • Sta. 44+00 119 Piragua Street 10.0 11.2 117.5 128.0 91.8 Sta. 43+00 120 Piragua Street 20.0 12.1 .112.8 124.0 90.9 Std. 45+00 • 1.21 488 10.0 19.5 101.8 112~8 90.2 122 488 10.0 20.5 105.6 114.7 92.1 123, ,488 12.0 19.7 103.9 114.7 90.6 124 487 . 8.0 27.9 87.4 112.8 77.5 Reworked 125 488. 14.0 25 .. 8 102.4 1'12.8 90.8 126 482 5.0 23~9 lOT. 8 1'12.8 90.3. • 127 483 ·6.0 23 .• 6 102. 1 112.8 90.5 128 Esfera Street 12.0 19.7 102.6 ll2.8 90.9 Sta. 8+75 129 487 8 .. 0 25.5 102.1 112.8 90.5 Ck on #124 130, 487 .10.0 25.4 103.0 112.8 91.3 • 131 Cadencia Street 4.0 H. 1 113:4 121.:4-93.4 Sta. 46+00 132 Cadencia Street 20.0 .13.7 110.8 121.4 91.3 Sta. 44+00 • BENTON ENGINEERING, INC. Proi~ct No. 74-5-2D T-5 February 4, 1977· • La Costa Vale Unit Nos. 3 and 4 TABLE OF TEST RESULTS (CONT.) ~ . Approx-Depth Maximum· • imate of Fill Field Dry Dry Test . Location at Test Moisture . Density Density Percent No. Lot No. in Feet % dry wt Ib/cu ft Ib/cu ft Compaction Remarks 133 Caclehcia Street 2.0 10. 1 115.4 124.0 . 93.1 • Sta. 41700 134 Cadencia Street 14.0 10.9 111.8 121.4 92.1 Sta.43+00 135 . Cadencia Street 2.0 11.8 111. 1 121.4 91.6 .. Sta. 40+00 • 136 Cadencia Street 4.0 12.7 111.4 121.4 91.7 Sta. 40+50 137 Cadenci.a Street 8.0 11.5 113.7 121.4 93.7 Sta. 41+00 138 319 1.0 13. 1 .109.7. 121.4 90.4 139 319 3.0 13. 1 117.9 128.0 92.0 • 140 319 5.Q 10.6 114.6 12.4,.0 92.4 141 488 16.D 12.5 110.4 121.4 90·.9 142 488 14.0 22.6 103.2 114.7 90.0 143 488 12.0 22.8 102.0 112.8 90.5 144 487 2.0 15.4 109.4 121.4 90.0 . • 145 . 487 . "2.0 13.8 112.6 121.4 92.7 146 487 4.0 26.4 102.5 112.8 90.9 147 487 6.0 25.7 102.0 112.8 90.5 ·148 487 4.0 19.4 107.2 118.6 90.4 149 .488 12.0 13.4 107.5 114.3 94.0 • 150 482 7.0 12. 1 108.3 114.3 94.7 . 151 318 1.0 16.9 105.6 115.3 91.6 152 319 9.0 15.8 109.8 121.4 90.4 153 . 318 5.0 16.5 108.3 118.4 91.,5 154 317 1.0 16.3 109.4 121.4 90.2 • 155 488 14.0 19.5 106.3 . 117.8 90.2. 156 484 6.0 H~.4 113.4 121.4 93.4 157 483 10.0 11. 1 114.4 121.4 94.2 156 482 11.0 16.3 103.9· . 112.8 92.1· 159 484 10.0 . ·15.6 105.9 115.3 91.8 160 484 14.0 17.9 103.6 11$.3 90.0 • 161 483 14.0 17.2 98.5 109 .• 0 90.4 162 484 16.0 15.0 10~.3 111.2 94.7 163 471 2.0 18.8 109.7 121.4 90.3 164 471 4.0 17.9 107.5 115.3 93.3 165 470 2.0 15.1 l06.2 115.3 92.0 • 166 469 4.0 14.6· 110.6 1.21 ~4 91.0 167 470 6.0 14.2 114.4 124.0 . 92.2 1'68 469 8.0 16.0 111.5 1~1.4 91.8 ·169 456 2.0 ·13.3 109.2 117.8· 92.7 170 484 20.0 19.5 102.4 109.0 94.0 • BENTON ENGINEERING, INC. Proi,~ct No. 74-5-2D T-6 February 4, 1977 • La Costa Vale Unit Nos. 3 and 4 TABLE OF TEST RESU.LTS (CaNTo) Approx-Depth Maximum' • imat~ of Fill Field' Dry Dry Test Location dt Test Moisture Density Density Percent No. Lot No. in Feet % dry wt , Ib/cu ft Ib/cu ft Com'paction Remarks 171 '316 1.0 14.6 114.2' 124.0 92. 1 • 172 317 3 • .0 8.9 ' 117.0 128.0 91.4 173 316 4 • .0 12.9 111.9 121.4 92~ 1 174 483 18.0 15.5 116. 1 128.0 90.7 175 482 15 • .0 12.0 116.4 128.0 91.0 176 491 10.0 14.6 111.9 121.4 92.1 • 177 Esfera Str:eet 16.0 21.0 105.8 115.3 91.8 Sta. 8+50 178 Pir!Jqua Street 2.0 14.6 112.6 121.4 92.7 Sfa. 42+00 179 491 14.0 23.0 102.2 109.0 93.8 18.0 483 22.0 20~,6 99'.5 109,.0 ,91".3 • 181 356, 7.0 12. 1 113.5 12104 93.5 182 355 5.0 10.6 115.2 124.0 92.9 183 319 13.0 11.9 114.7 124.0 92.5 184 317 7.0, 12.5 112.9 121.4 93.0 185 456 6.0 22.2 100. 1 109 • .0 91.8 • 186 492' 2.0 11.9 111.4 1~1.4 91.8 187 Cadencia St. 18.0. 19.3 106.8 117.8 90.7 Sta. 39+00 188 366 23.0 14.4 110.9 121.4 91.4 189 367 26.0 14.6 113.5 121.4 93.5 • ,190 316 e.O 18.4-106.4 '117.8 90.3 191 483 26~0 22.0 ,99.3 108. 1 91.9 192 484 24.0 20.9 108.0 113.4 95.,3 193 491 16.0 18.4 102.9 109.0 94.4 194 492 6 • .0 ' 27.5 97.6 1.01.2 91.0 • 195 Esfera Street 20 • .0 26.6 97.6 107.2 91.0 Sta. 8+50 196 456 10.0 18.4 l04 • .o 115.3 90.2 197 471, 6.0 16. 1 . 105.4 115.3 91.4 198 470 10.0 2,1.9 99 • .0 109.0 90.8 199 469 12.0 14.0 1.08.4 117.8 92.0 • 2.00 483 30.0 20.3, 104.0 111.3 93.5 201 Esfera Street 24.0 18.0, 108.1 115.7 93.4 Sta.8+50 2.02 456 14.0 15.5 -101.8 111.2 91.5 2.03 484 28.0 18.8 ' 108.4 . ' 115. 1 94.2 ., 204 491 20 • .0 '18.0 108.0 115.1 93.8 205 492 10 • .0 16.0 1.03.2 114.6 90.1 206 484 ,32.0 24.2 97.3 1.07.2 90.7 207 491 24 • .0 14.0 109.8 119.3 92.0 208 492, 14.0 23.0 98.2 107.2 91.6 • BENTON ENGINEERING, INC. • Proj<ect No,. 74-5-2D T-7 February 4, 1977 La Costa Vale Unit Nos. 3 and 4 TABLE OF TEST RESULTS (CaNT.) , Approx-Depth Maximum • imate of Fill Field Dry Dry Test Location at Test Moisture Density Density Percent No. Lot No. in Feet % dry wt Ib/cu ft Ib/cu ft Compaction Remarks 209 Espero Sh~eet 28.0 23.4 98.7 ' 107.2 92.1 • Sta. 8+50 210 456 18.0 23.2 101. 1 107~2 94.3 211 388 2.0 12,.5 114.9 124.0 , 92'.7 212 389 4.0 11.5 114.9 124.0 ' 92 •. 7 213 388 6.0 13.8 112.7 124.0 90.9 • 214 Gozo Street 2.0 10.8 108.5 119.6 90.7 Sta. 3t80 215 418 4.0 12.4 111.3 121.4 91.7 216 389 8.0 ' 23.6 101.8 109.0 93.4 217 Rancho Santa 2.0 20.3 96.S 107.2 ' 90.3 Fe Road • Sta. 177+50 218 491 28.0 21.7 98.8 107.2 92.2 219 492 18.0 21.5 97. 1 107.2 90.6 220 Rancho Santa 4.0 19.7 104.6 113.2 92.4 Fe Road Sta. 177+50 221 469 16~0 16.2 97.3 109.0 89.2, "Reworked 222 Rancho Santa 6.0 19.2 106.0 114.'7 92.4, Fe Road Sta. 177+50 • 223 4.91 32.0 14.8 100.:2 111.2 90. 1 224 492 22.0 14.8 101.2 . 111.2 91.0 225 312 2.0 9.'9 106.8 117.8 90.7 226 311 4.0 11.8 109.4 121.4 90.1 227 313 2.0 13.'5 110.0 121.4 90'.6 • 228 314 2.0 10.8 113. 1 121,.4 93.2 229 315 1.0 12.2 109.0 1-19.3 . 9T.4 230 Gozo Str.eet 6.0 13.3 103'.8 115.3 90.0 Sta. 3+85 23,1 Rancho Santa 8.0 16 .8 101.4 109.0 93.0 • Fe Road Sta. 177+50 232 492 26.0 18.0 98.7 107.2 92.1 233 491 34.0 18.9 ' 98.3 107.2 91.7 234 492 28.0 16.7 99. 1 109.0 90.9 235 491 34.0 12 • .1 106.9 ' 115.4 92.6 • 236 492 28.0 17.4 102.5 113.3 9004 237 492 28.0 16'.4 102.8 113.3 90.8 238 469 16.0 24.6 98.5 109.0 90.4 Cbeck on #221 • BENTON ENGINEERING, INC. .Proi~ct No. 74-5-2D -1-8 February ·4, 1977. • La Costa Vale Unit Nos. 3 and 4 TABLE OF TEST RESULTS (CaNT.) . . Approx-Depth Maximum • imate of Fill Field . Dry Dry Test· Location at Test Moisture Density Density Percent No. Lot No. in Feet ,0/0 dry wt Ib/cu ft Ib/cu ft Compaction Remarks 239 388 10.0 .10.4 113.0 121.4 93.0 • 240 Cadencia St. 2.0 13.7 113.5 124.0 91.5 Sta. 43+00 . 241 Cadencia St. 4.0 ' 11.4 116.2 128.0 90.7 Sta. 45+00 242 Cadencia Sf. 2.0 11.4 114.5 124.0 92.4 .' Sta. 47+00 243 CadenciQ St. 4.0 14.5 112. 1 121.4 92.4 Sto. 49+00 244 Cadencia St. 3.0 12.5' 113.0 121.4 93.0 Sta. 51+00 245 Cadencia St •. 2.0 12.9 111.9 121.4 92. 1 • Sta. 53+00 246 Cadencia St. 1.0 12.5 112.9 121.4 93.0 Sta. 55+00 247 Cadencia St. 6.0 11.4 109.5 121.4 9'0.2 Sta. 54+00 ,. 248 Cadencia St. 5.0 11.4 115.4 128.0 90.1 Sta. 52+00 249 469 ' 18.0 17.4 103.6 115.3 90.0 250 469 2.0.0 17.7 107.0 115.3 92.B 251 492 30.0 19.2 9B.3 107.2 91.7 • 252 492 32.0 20.9 97:7 107.2 91.2 253 492 32.0 17. 1 101.3 111.2 91.1 254 492 34.0 1B.0 101. 1 111.2 90~9 255 492 36.0 17.6 101.6 109.0 93.2 256 492 3B.'0 19.6 102.9 109.0 94.4 257 Cadencies St. 6.0 13.3 10B.B: 119.1 91.4 .' Sta. 45+00 .. 258 Cadencia St. 4.0 13.4 113.0 121.4 93.1 Sta. 47+00 ,259 ' Cadencia St. 5.0 15.0 111.7 121.4 92.0 Sta. '50+00 • 260 'Cadencia St. 7.0 12. 1 115.9 12B.O 90.6 Sta. 51+00 261 Cadencia St. 9.0 ' 10.4 119. 1 12B.0 93.1 Sta. 50+00 262 Cadencia St. 6.0 13.7 109.0 119. 1 91.5 · '; Sta; 48+00 , 263 Cadencia St. 8.0 11. 1 115.0 126.0 91.3 Sta •. 49+00 • BENTON ENGINEERING, INC. , Prolect No. 74-5-2D T-9 February 4, 1977 • la CO$ta Vale Unit Nos. 3 anti 4 TABLE OF TEST RESULTS (CONT.) Approx-Depth Maximum • imate of HI I Field Dry Dry , Test location at Test Moisture Density Density Percent No. lot No. in Feet % dry wt Ib/cu ft Ib/cu ft Compaction Remarks 264 Cadencia St. 12.0 12.9 115.3 124.0 93.0 • Sta. 49+00 265 443 2.0 13.8 116.7 128.0 91.2 266 445 1.0 10.7 116.8 128.0 91.3 267 Venado St. 4.0 21.3 96.7 107.2 90.2 Sta. 24+00 • '268 469 22.0 11.9 111.4 121.4 91.8 269 Venado St. 2.0 19.3 98.0 107.2 91.4 Sta. 22+00 270 Venado St. 8.,0' 15.2 108.6 117.8 92.,2 Sta. 24+00 271 Venado St. 4.0 14.6 111.0 121.4 91.4 • Sta. 20+00 272 Venado St. 6.0 ,15. 1 107.2 115.4 92.9 Sta. 22+00 273 469 24.0 14.5 109.9 . 115.4 95.2 274 483 34.0 17.2 107.0 115.4 92.7 • 275 484 36.0 19. 1 103.8 109.0 95.2 276 Esfera St. 32.0 12.3 111.2 121.4 91.6 Sta. 8+50 277 446 2.0 10.5 113.4 121.4 93.4 278 444 1.0 12.6 ' 108.3 119.3 90.8 • 279 441 1.0 14.2 109.0 120.6 90.4 280 443 2.0 13.6 109. 1 120.6 90.5 . 281 445 4.0 13.9 109.8 121.4 .90.5 282 442 2.0 11.7 111.6 121.4 92.0 283 444 5.0 12.9 113. 1 124.0 91.2 • 284 441 4.0 12. 1 113.3 124~0 91.4 285 448 2.0 10.8 ]16.8 128.0 91.2 286 447 4.0 10.7 116.6 128.0 91.1 287 Venado St. 8~0 20.9 96.4 107.2 90 •. 0 Sta. 20+00 288' Venado St. 10.0, 18. 1 105.7 115.4 91.6 • Sta~ 22+00 289 Vehado St. 12.0 24.2 101.6 109.0 93.2 Sta. 20+00 290 Venado St. 14.0 18.7 103.8 113.3 91.6 Sta. 20+00, .. ' 291 Venado St. 16.0 16.0 107.9 11'7.8 91.6 Sta~ 20+00 292 Venado St. 18.0 17.7 108.0 117.8 91.7 Sta. 20+00 293 456 22.0 8.6 110.3 117.8 93.6 • BENTON ENGINEERING, INC. Project No. 74-5-2D T-10 February 4, 1977 .' La Costa Vale Unit Nos. 3 and 4 TABLE OF TEST RESULTS (CONT.) Approx-Depth ' Maximum • imate ofFill Field Dry , Dry , Test Location at Test Moisture Density Density Percent No. Lot, No. in Feet % dry wt Ib/cu f,t Ib/cu ft Compaction ' Remarks 294 Venado St. 2.0 8.9 110.5 117.8 93.8 • Sta. 1+00 295 456 26.0 11.6 . 112.0 121.4 92.3 296 Venado St. 6.0 12. 1 111.9 117.8 95.0 Sta. 1+00 297 448 6.0 10.4 116.6 1~8.0 91.1 • 298 447 6.0 9.5 11.5.3 128.0 90. 1 299 448 8.0 10.3 114.3 '124.0 92.2 300 443 4.0 14. 1 111. 1 121.4 " 91.5 301 441 8.0 13.0 117 • .2 128.0 91.5 302 442 4.0 11. 1 113.7 124.0 91.7 303 443 8.0 11. 9 , 114.4 124.0 92.2 • 3041 444 9~0 12.3 115. 1 124.0 92.9 305 445 8.0 18.0 98. 1 109.0 90.0 306 446 6.0 20.0 100.0' 109.0 91.7 307 Esfera St. 36.0 '16.3 109.7 118.6 92.5 Sta. 8+50 • 308 456 30.0 16.2 108.6 118.6 91.6 I 309 Venado St. 10.0 21.7 89.3 109.0 82.0 Reworked Sta. 1+00 310 456 34.0 21.0 103.0 113.3 90.9 311 Venado St. 2:0 15.4 106 .5 117.8 90.4 • Sta.' 18+00 312 Venado St. 6.0 15.9 111.2 121.4 • 91.6 Sta. 18+00 313 Venado St. 2.0 21.4 104.3 115.4 90.4 Sta. 14+00 • 314 Venado St. 4.0 22.0 103.0 113.3 90.9 Sta .,' 14+00 315 V~nado St. 6.0 17.0 110.3 121.4 90.,8 Sta. 14+00 316 449 6.0 12.0 113.5 124.0 91.6 317 -447 8.0 10.3 116.0 128.0 90.6 • 318 449 1.0 11. 1 114.7 124.0 92.5 319 448 12.0 9.6 118.0 128.0 92.2 320 449 2'.0 12.9 11'5.2 124.0 ' 92.9 321 448 16.0 9.0 116.6 128.0 91.1 , 3,22 447 16.0 10,.0 114.9 124.0 92.7 • 323 368, 23.0 10.9 113.0 124.0 91. l' 324' 366 27.0 11.2 115.0 124.0 92.7 325 Cadencia St. 4.0. 10.0 113:.0 124.0 91.1 Sta. 57+00 326 Cadencia St. 7.0 10.5 113.5 124.0 91.5 • Sta. 56+00 BENTON ENGINEERING. INC. Project No. 74-5-2D T-11 February 4, 1977 • La Costa Vale Unit Nos. 3. and 4 TABLE OF TEST RESULTS (CaNT.) Approx-Depth Maximum • imate of Fill Field Dry Dry Test Location at Test Moisture Density Density Percent No·. Lot No. in Feet % dry wt Ib/cu. ft Ib/cuft Compaction Remarks 327 Venado St. 10.0 . 22.8 101.8 113.3 90.0 Check on #309 • Sta. 1+00 328 Venado St. 8.0 11 .• 0 112.4 .121.4 92.6 Sta. 14+00 329 Venado St. 10.0 10.8 112 .• 8 121.4 92.9 Sta. 14+00 • 330 Venado St. 2.0 11.4 110.4 121.4 90.9 Sta. 16+00 331 Vena do St. 2.0 11.0 109.4 . 121.4 90. 1 Sta. 1-2+00 332 Venado St. 12.0 10 .• 9 110.4 121.4 90.9 Sta. 14+00 • 333 Venado St. 10.0 18.2 101.5 112.2 90.5 Sta. J.8+00 334 Venado St. 14.0 18.5 100.3 110.3 90.9 Sla. 14+00 335 456 38.0 20.2 105.3 115.4 91.2 • 336 Venado St. 14.0 15. 1 104.9 110.3 95.1 Sta. 1+00 337 448 20.0 12.6 112.8 121.4 92.9 338 446 10.0 7.4 109.0 124.0 87.9 Reworked 339 446 10.0 13.5 116.7 124.0 94.1 Check on #338 • 340 447 20.0 11.8 114.4 124.0 92.3 341 445 12.0 12.3 107.8 117.8 91.5 342 444 13.0 lL2 113.3 121.4 93.3 343 Venado St. 18.0 14.7 112.5 121.4 92.6 Sta. 14+00 • 344 Venado St. 6.0 . 12.9 113.3 124.0 91.4 Sta. 16+00 345 Venado St. 22.0 10.4 114.5 124.0 92.3 ,- Sta. 14+00 346 Venado St. 10.0 12.2 115.3 124.0 '93.0 Sta. 16+00 • 347 484 . 40.0 .. '15.2 104.3 115.4 90.3 348 479 ~.O 23.2 96.8 107.2 90.3 349 479 4.0 11-.5 104.7 115.4 90.7 350 491 38.0 14.7 101.4 111.2 91.2 351 Esfera Sf. 40.0 12.7 9.8. 1 109.0 90.0 • Sta. 8+50 352 Venado S.t. 26.0 11'.2 107.9 117 •. 8 91.6 Std • .14+00 • BENTON ENGINEERING, INC. • . Project No. 74-5-2D T-12 February 4, 1917 La Costa Vale Unit Nos. 3 and 4 TABLE OF TEST RESULTS (CONT.) Approx-Depth Maximum '. imate of Fill Field Dry Dry Test Location qt Test Moisture Density , Density Percent No. Lot No. in Feet % 'dry wt Ib/cu ft ' Ib/cu ft Compaction Remarks 353 Venado St. 20.0 1-5.3 ' 103.9 115.4 90.0 • Sta. 20+{)0 354 456 42.0 14.0 " 114.9 126.0 91.2 355 Venado St. 6.0 13.0 106.'9 '117.8 90.7 Sta. 12+00 356 449 10.0 10.0 112.2 121.4 92.5 • 357 484 44.0 12.4 99.3 109.0 91.0 358 483 38.0 14.6 104.9 115.4 90.9 359 482 19.0 14.6 108.2 117.8 91.9 360 479 6.0 11.2 107.6 117.,8 9L3 361 479 8.0 10.6 118.0 128.0 92.2 • 362 479 10.0 12.2 ' 109.0 117.8 92.5 363 479 12.0 12.3 110.0 121.4 90.6 364 479 14.0 10.7 108.9 117.8 92.4 365 479 16.0 '12.6 110.8 121.4 ' 91.3 366 479 18.0 13.2 108.2 117.8 91.9 367 482 ' 23.0 15. 1 102.3 IT,3.0 90 .. 5 • 368 482 27.0 15.3 103.4 113.0 91.5 369 482 31.0 13.2 107.9 117.8 91.6 370 482 35.0 14.2 114.0 '124.0 91.9 371 483 42.0 15.7 107.9 117.8 91.6 372 484 48.0 12.4' 112.2 121..4 92.4 • 373 Esfera St. 44.0 17.5 10'1.4 109.0 93.0 Sta. 8+50 374 482 39.0. 16.8 l02.1 109.0 93.6 375 389 12.0 11.9 112.8 124.0 90.0 376 388 14.0 12.7 114.4 124.0 92.3 • 377 483 44.0 16.6 102.3 110.3 92.7 378 484 52.0 15.5 107.4 118.6 90.6 379 Esfera St. 48.0 11.5 113.6 124.0 91.6 Sta. 8+70 380 491 40.0 16.9 1:06.7 117.8 90.6 • 381 Rancho Santa 10.0 16.2 106.8 117.8 90.7 Fe Road Sta. 176+50 382 Rancho Santa 2.0 18.9 106. 1 117.8 90. 1 FeRoad Sta. 178+50 • 383 Rancho Santa 14.0 11.5 109.3 121.4 90.0 Fe Road Sta. 176+50 • BENTON ENGINEERING. INC. . Proi,ect No. 74-5-20 T ... 13 February 4/ 1977 • La Costa Vale Unit "'los. 3 and 4 TABLE OF TEST RESULTS (CaNT.) Approx-Depth Maximum • itnate of Fill Field Dry Dry Test Location a.t Test Moisture Density Density Percent No. Lot No. in Feet % dry wt Ib/cu ft Ib/cu ft Compaction Remarks 384 Rancho Santa . 6.0 13.9 109.0 118.4 92.1 • Fe Road Sta. '178+50 385 Rancho Santa 18.0 12.9 107.0 . 118.4 90.4 Fe Road Sta. 176+50 • 386 Rancho Santa 10.0 12.9 110.0 ~ 121.4 90.6 Fe Road Sta. 178+50 387 Rancho Santa 4.0 11.5 103.9 114.7 90.6 Fe Road Sta. 174+50 • 388 Rancho Santa 22.0 17.5 102. 1 110.3 92.6 Fe Road Sta. 176+50 389 Rancho Santa 14.0 17.3 104. 1 ' 115.3 '90.3 Fe Road • Sta. 178+50 390 Rancho Santa 8.0 13.7 110.6 121.4 91.1 Fe Road Sta. 174+50 391 Rancho Santa 26.0 12.7 116.2 128.0 90.8 • Fe'Road Sta. 176+50 392 Rancho Santa 18.0 19.4 104.6 115.4 90.6 Fe Road Sta. 178+50 • 393 307 2.0 19.7 105.7 115.3 91.7 394 306 4.0 17.4 110.2 121.4 90.8 395 411 2.0 12.6 lO1.9 113.3 95.2 396 411 4.0 13.2 111.4 121.4 91.8 397 410 2.0 12-.7 113.5 . .124.0 91.5 39.8 411 8.0 11.8 114.4 124.0-92.3 •• 399 410 6.0 9.6 134.8 138.2 97.6 ' 400 408 2.0 13.4 113.8 124.0 91.8 40.1 409 4.0 12.0 111. 1 121.4 91.5 402 407 .4.0 12.8 110.7 '121.4 91.2 403 408 6.0 11.6 113. 1 124.0 91.2 • 404 411 12.0 11.5 122. 1 128.0 95.4 405 Rancho Santa 22.0 17.6 101.4 111.2 91.2 Fe Road Sta. 178+50 I • BE;NTON ENGINEERING, INC. Project No. 74-5-2D T-14 February 4, 1977 • La Costa Vale Unit Nos. 3 and 4 TABLE OF TEST RESULTS (CaNT.) Approx-·Depth Max·imum • imate 'of Fill Field Dry Dry Test· Location at Test Moisture Density Density Percent No. Lot No. in Feet % dry wt Ib/cu ft Ib/cu ft (ompaction Remarks 406 R~ncho Santa 30.0 12.5 107.6 118.6 90.7 • Fe Road Sta. 176+50 407 Rancho Santa 12 •. 0 12.0 109.1 119.3 91.5 Fe Road Sta. 174+50 • 408 Rancho Santa 26.0 17.7 104.8 115·.4 90.8 Fe Road Sta. 178+50 409 456 46.0 11.9 107.3 118.4 90.6 410 492 42.0 9.5 109.5 121.4 90.2 411 Rancho Santa 34.0 11. 1 107.6 117.8 91.3 • Fe Road Sta. 176+00 412 Rancho Santa 16.0 15.2 104.3 115.1 90.7 Fe Roat! Sta. 174+50 • 413 Venado St. 12.0 11.6 101. 1 111.2 90.9 Sta. 24+00 414 Ra ncho Santa 2.0 16. 1 104.8 115. 1 91.-1 Fe Road Sta. 180+00 • 415 409 8.0 16. 1 107.2 118.4 90.5 416 410 10.0 15.5 106.7 117.8 90.5 417 411 16.0 15.7 107.3 117.8 91.1 418 406 2.0 19.9 105.6 115.3 91.6 419 407 8.0 16.9 102.8 113.0 92.0 • 420 Piragua Street 2.0 18.2 103.0 113.0 91.1 : Sta. 61+00 421 415 4.0 13. 1 109.2 118.6 92. 1 . 422 Piragua Street 6.0 15.9 108. 1 118.6 91. 1 Sta. 61+00 423 479 2.0.0 11.4 113.9 '124.0 91.9 .' 424 479 22.0 10.7 107.0 115.3 92.8 425 491 40.0 17. 1 102.5 113.0 90.7 426 491 42.0 17.9 103.5 113.0 91.6 427 491 44.0 ' 15.5 106.6 115.3 92.4 428 406 4.0· 15.7, 109.2 118.6 92.0 • 429 ' 478 2.0 16.4 114.2 124.0 92. 1 430 479 26.0 16.8 108~7 118.6 91.7 431 478 6'.0 14.0 109'.7 118.6 92.5 432 479 30.0 15.2 103.4 113.3 91.2 433 408 10.0 14.0 109.3 118.6 92.2 • BENTON ENGINEERING, INC. Protect No. 74-5-2D T-15 February 4, 1"977 • La Costa Vale Unit Nos. 3 and 4 TABLE OF TEST RESULTS (CaNT.) , " Approx-Depth Maximum • .imate of Fill Field Dry Dry Test Location at Test Moisture D:ensity, DensHy Per'cent No. Lot No. in Feet % dry wt Ib/cu ft Ib/cu ft Compaction Remarks 434 455 2.0 12.9 109.0 118.4 92.1 • 435 455 4.0 12.5 114.0 . 124.0 92.0 436 Esfera St. 2.0 12.6 112.3 124.0 90.6 Sta. 16+25 437 114 4.0 14.4 111.0 121.4 91.4 438 105 2.0 12.4 115.6 127.8 90.5 • 439 .1Q1 2.d 10.2 113.4 124.0 91.5 440 103 2,.0 13.5 114.3 124.0 92.2 441 102 4.0-12.6 ' 112.3 121.4 92 • .5 442 455 6.0 12. 1 110.7 121.4 91.1 443 455 ' 8,.0 17.7 107.9 115.3 93.6 444 415 8.'0 13.4 111.8 121.4 92.1 .' 445 455 10.0 16:.7 108.8 119.3 91.2 446 455 12.0 11.6 116.3 128.0 90.9 447 102 6.0 8.9 114.4 126.0 90.8. 448 100 6.0 9.2 116.0 128'.0 90.6 449 105 2.0 12.5 112.0 121.4 92.2 • 450 113 2.0 ' 12.4 115.4 126~0 91.6' 451 Esfera St. 6.0 10.7 112 •. 1 121.4 92.3 Sta. 16+25 452 Piragua Street 10.0 10.4 107.2 117.6 91.2 Sta. 61+00 • 453 112 2.0 H. 1 113.8 121.4 93.7 454· 305 2.0 11.6 112.0 121.4 92-.3 455 389 16.0 12.5 1.12.3 121.4 92.4 456 388 18.0 12.5 108.9 119.,3 9L3 457 389 20.0 12.7 109.5 117.8 92.9 • 458 308 4.0' , 11.8 119.6 128.0 93.5 459 455 14.0 17.8 106.3 117.8 90.2 460 388 22.0 12.,8 112.9 121.4 '93.0 461 389 24.0 13.4 118.3 128.0 92.5 462 409 12.0 12..4 104.8 115.3 .90.9 463 410 14.0 10.7 ·106.4 115 •. 3 92.3 • 464 111 2.0 9.0 113 .• 7 121.4 93.7 465 Esfera St. 8.0 11.5 107.0 115.3 92.9 Sta. 16+25 466 415 16.0 11.6 115.2 124.0 92~9 467 455 16.0' 11.6 104.8 115.3 90.9 • ·468 454 2.0 10.9 116.2 . 127.8 90.9 469 Pirogua Street 14~0 10.5 . 113.8 124 .• 0 91.7 " Sta. 61+00 • BENTON ENGINEERING. INC. , Proj-'ect No. 74-5-2D T-16 February 4/ 1977 , • La Costa Vale Unit Nos. 3 and' 4 TABLE OF TEST RESULTS (CONT.) Approx-Depth Maximum • imate of Fill Field Dry Dry Test Location at Test Moisture Density , Density Percent No. Lot No. in Feet % dry'wt Ib/cu ft Ib/cu ft Compaction Remarks 470 Esfera St. 10.0 17.1 106 .4 1.15.3 92.3 • Sta. 16+00 471 455 18.0 17.0 1'06.0 114.7 92.4 472 114 12.0 13. 1 114.8 124.0 92.6 473 450 2.0 11.0 111.9 121.4 92.2 474 443 12.0 -9.3 104.8 113.0 92.8 • 475 442 10.0 10.4 " 109.7 121.0 90.6 476 ' 388 26.0 20.2 91.8 109.0 84.2 Reworked 477 448 24.0 16.6 112. 1 121.4 92.3 478 447 24.0 13.4 112.9 121.4 93.0 479 446 14.0 11.3 113.8 121.4 93.8 , 480 445 16.0 14. 1 113.3 121.4 93~3 • 481 444 17.0 14.8 101.0 110.0 91.8 . 482 443 16.0 15.6 109.8 118.6 92.6 483 441 12.0 14.3 109 .• 1 1.17.8 . 92.6 484 450 6.0 13.3 108.2 115.3 93.8 485 449 14.0 12.0 112 .• 9 121.4 93.0 • 486 . 442 14.0 13.2 114.5 124.0 ' 92.4, 487 494 1.0 10.2 108.2 115.3 93.8 488 487 6·.0 11.2 107.4 118.6 90.5 489 488 14.0 13.0 110.2 121.4 90.7 490 488 16.0 11.3 112. 1 121.4 92.4 ., 491 488 18.0 11.4 114.2 124.0 92.1 492 494 2.0 10.4 .112.3, 121.4 92.5 493 388 26.0 9.8 108.0 118.6 91. 1 Check on #476 494 389 28.0 10.8 113.9 124.0 91.8 495 390 2.0 10.4 115. 1 124.0 92.8 • 496 388 30.0 9.7 113.9 124.0 91.9 497 ,389 32.0 14.0 111.6 121.4 92.0 498 ~88 34.0 13.9 112.0 121.4 92.3 499 390 6.0 14. 1 114.6 124.0 92.4 500 455 20.0 13.3 120'.2 128.0 93.9 501 Piragua St. 18.0 13.0 ' 112.5 121.4 92.7 • Sta .. 61+00 502 415 20.0 8.3 114~6 124.0 92.4 503 Esfera St. 14.0 . 14.7 110.5 121.4 91.0 Sta. 17+00 i 504' 449 14.0 14.0 110.2 121.4 90.8 • .505 446 18.0 13.5 111.4 121.4 91.7 506 454 6.0 ,14. 1 110.5 121.4 91.0 507 448 28.0 11.8 114.0 121.4 93.9 508 447 28.0, 10.9 113.7 121.4 93.7 • BENTON ENGINEERING, INC. Proiect No. 74-5-2D . T-17 February 4, 1977 • La Costa Vale Unit Nos .. 3 and 4 TABLE OF TEST RESULTS (CaNT.) Approx-Depth Maximum • imate of Fill Field Dry Dry Test Location at Test Moisture Density Density Percent No. Lot No. in Feet % dry wt Ib/cu ft Ib/cu ft Compaction Remarks 509 445 20.0 ,13.0 114.5 121.4 94.3 .' 510 444 21.0 11.5 114.7 124.0 92.5 511 443 20.0 11.2 111. 2 121.4 91.6 512 441 16.0 '12.2 111.6 121.4 91.9 513 442 18.0 1 r;3 113.3 124.0 91.4 514 ,455 22.0 12~0 110.6 121.4 91.1 • 515 407 12.0 11.5 110.7 121.4 91.2 516 408 14.0 13.6 113. 1 124.0 91.2 5,17 409 16.0 15.3 108.3 118.6 ' 91.3 518 411 20.0 10.6 114.2 124.0 92.1 519 49 2.0 12.7 113.6 124.0 91.6' 520 51 2.0 13.3 112.4 1'24.0, 90.7 • 521 414 2.0 ,13.0 108. 1 118.6 91.1 522 Esfera St. 18.0 12.5 111. 7 121.4 92.0 Sta. 16+00 523 53 2.0 11.0 113.7 124.0 91.7 524 50 2.0 11.6 116.5 128.0 91.0 • 525 52 2.0 12.7 .112.4 118.6 94.8 526 47 Natural Ground 11.6 112.2 124.0 90.5 527 55 2.0 l5.3 110.9 TT8.4 93.7 528 54 2.0 12.6 112.0 121.4 92.2 529 56 2.0 12.9 113.5 124.0 91.5 • 530 56 4.0 12. 1 109.9 121.4 90.5 531 114 16.0 1.3.9 111.2 121.4 91.5 '.' 532 57 1.0 14. 1 112.2 1"21.4 92.4,. ' 533 45 ,1.0 10.0 116.9 127.8 91.5 ' 534 46 2.0 15.6 109. 1 118.4 92. 1 • 535 48 2.0 14.5 109.3 118.6 92.2 536 47 4~0 10.9 114.8 124.0 92.6 537 56 4.0 13.3 109.6 118.4 92.6 538 54 6.0 15.5 110.5 117.8 93.8 539 55 6.0 14.8 W7.1 115.3 92.9 540 55 8.0 12.5 106.8 115.3 92.6 • 541 Rancho Santa 2.0 10.5 113.4 124.0 91.4 Fe Rd. Sta. 196+00 542 56 10.0 15.4 110.0 121.4 90.7 543 53 6.0 . 13.3 110.5 121.4 91.0 • 544 52 6.0 12.6 112.5 121.4 92.7 545 . Piragua .Street 24.0 15.Q 101.6 111.2 91.4 Sta. 45+00 • BENTON ENGINEERING, INC. Project No. 71-5-20 T~18 . February 4" 1977 • La Costa Vale Unit Nos. 3 and 4 TABLE OF TEST RESULTS (CONi.). Approx-Depth Maximum • imate of.Fill Field Dry Dry Test Location at Test Moisture .Density Density Percent No. Lot No. in Feet 0/0 dry wt Ib/cu ft Ib/cu ft Compaction Remarks 546 58 2.0 14.3 110.8 118.5 93.,5 • 547 56 14.0 9.9 119.0 128.0 93.0 548 Piragua St. 24.9 11.4 106.9 115. 1 92.9 Sta. 44+50 549 50 6.0 14.9 107. 1 11.5.3 .92.9 550 . 55 12.0 15.0 104.2 114.3 91.2 551 54 10.0 12.0 114.4 124.0 92.2 .: • 552 53 12.0 13.9 108.2 1'19.1 90.8 553 56 18.0 11.0 121.7 133. 1 91.4 554 55 16.0 12.7 114.8 1'24.0 92.6 555 59 2.0 11.5 115.0 124.0 92.8 556 59 4.0 9.2 114.8 124.0 92.6 • 557 58 6.0 15.4 105.6 113.3 93.2 558 57 5.0 ' 11.5 109.3 119.1 91.8 559 54 14.0 9.8 121.3 128.0 94.8 560 53 19 .• 0 10.8 116.0 128.0 90.6 561 52 8.0 15.2 113.5 121A 93.5 • ·562 54 10.0 16.3, 107.7 n8.6 90.8 563 52 10.0 15.0 105.1 115. 1 91.3 564 Rancho Santa 2.0 15,.0 112.7 121.4 92.8 Fe Road . Sta. 199+00 • 565 Rancho Santa 4.0 14.0 113.7 124.0 91.7 Fe Road Sta. 198+00 566 Rancho Santa 4.0 16.3 109.3 118.6 92.1 Fe Road Sta. 196+00 • 567 Rancho Santa 2.0 9.6 113.7 . 124.0 91.7 Fe Road S tao 193+00 568' 52 14.0 13.6 .102.8 111.4-92.3 569 46 6.0 12. 1 112.7 1'19.1 94.6 • 570 .47 8.0 15.7 113.7 124.0 91.7 571 49 6.0 13. 1 108.4 119. 1 91.0 572 51 14.0 lOA 105.5 114.7 92.0 573 312 4.0 14.6 . 105.9 114.7 92.4 574 314 4.0 11.4 112.6 124.0 ' 90.8 e' 575 315 3.0 12.9 111.7 121.4-92.0 576 406 8.0 10.9 110.7 119.1 93.0. 577 407 16,,0 15.5 114.7 124.0 92.6 578 408 18.0 ' 15.5' 107.1 117. 1 91.5 • BENTON ENGINEERING. ·INC. Proi~ct No. 74-5-20 T-19 February 4', 1977 • La Costa Vale Unit Nos. 3 and 4 TABLE OF TEST RESULTS (CONT.) Approx-Depth Maximum • imate of Fill Field Dry Dry Test Location at Test Moisture Density Density 'Percent No. Lot No. in Feet % dry wt Ib/cu ft Ib/cu ft Compaction Remarks 579 312 6.0 12.2 113.5 124.0 91.5 • 580 313 6.0 12 .• 0 109.3 121.4 90.0 581 406 12.0 11. 1 106.0 . 117. 1 90.5 582 ~14 6.0 .14.8 112 •. 3 119. 1 94.3 583 315 7.0 12.3 112.3 121.4' 92.5 584 Cadericia St. ' 6.0 16.5 102.5 113~0 90.7 Sta. 53+00 • 585 311 8.0 10. 1 100.4 121.-4 82.6 Reworked 586 311 8.0 9.4 102. 1 121.4 84.1 Reworked 587 407 20.0 14.9 104.2 114.7 90.8 588 409 20:0 13.0 105.4 114.7 91.9 589 411 22.0 15.0 107.3 114.7 93.5 • 590 406 16.0 11.5 110.2 119.1 92.5 591 311 8.0· 11.2 109.4 121.4 90.3 Check on #585 &586 592 312 10:0 10.6 111.8 124.0 90.2 593 408 22.0 16.9 116.5 128.0 91.0 59.4 311 12.0 11.3 111.3 117. 1 94~8 . • 595 313 10.0 11.3 112.0 119.1 94.1 596 311 16.0: 11. 1 114.9 124.0 92.7 597 304 4.0 12.0 112.2 121.4 92.4 598 303 2.0 12.0 109.9 119. 1 92 .• 3' 599 407 24.0 13.6 1'14.3 124.0 92.2 • 600 303 ·6.0 13.9 114.5 124.0 92.3· 601 Cadencia St. 8.0 15.2 107.9· 117. 1 92.1 Sta. 57+00 602 307 6.0 13.3 106.2 117. 1 90.7 603 Cadencia St. 5.0 12.3 106.3 117. 1 90.8 Sta~ 55+00 • 604 314 10-.0 13.4 114. 1 . 124.0 9.2.1 605 312 14.0 11.8 :94.6 119. 1 79.4 Reworked 606 312 . 18.0 9.2 108.8 . 117. 1 92.9 607 312 14.0 11.5 110.4 119. 1 92.7 Check on #605 608 Cadencia St. 11.0 10.0 114.4 124.0 92.3 • Sta. 56+00 609 454 10.0 10.4 112.0 121.4 . 92.3 610 455 26.0 12.6 107.9 118.1 91.4 611 Piragua Street 22.0 13.5 112.7 121.4 92.8 Sta .• 61+00 • 612 . 400 20.0 . 13.7 123.8 133.4 . 92i8 613 Esfera Street 22.0 12.5 115.4 128.0 90.2 Sta. 15+00 • BENTON ENGINEERING, INC. Project No. 74-5-2D T-20 February 4, 1977 • La Costa Vale Unit Nos. 3' and 4 TABLE OF TEST RESULTS (CONT.) . . , Approx-Depth Maximum e' imate of Fill Field Dry Dry . Tes,t Location at Test Moisture Density Density Percent No. Lot No. in Feet % dry wt Ib/cu ft Ib/cu ft Compaction Remarks 614 Cadencia St. 12.0 14.3 109.6 121.4 . 90.3 • Sta. 57+00 615 306 8.0 5.9 108.5 124.0 87.5 Reworked 616 306 8.0 11.. 1 116.2 124.0 93.7 Check on #615 617 304 8.0 12.3 113.5 124.0 91.5 618 308 8.0 13.5 111. 1 . 121.4 91.5 619 454 20.0 14.7 108.4 118.6 91.4 • 620 105 10.0 12.9 108.6 118.6 91.6 621 302 2.0 11.6 113.8 124.0 91.8 , 622 455 32.0 14.0 108.0 117.8 91.6 623 Cadencia St. 16.0 12.0 111.2 '121.4 91.6 Sta. 57+00 • 624 Unit No.4 2.0 11.0 115.1 124.0 ' 92.8 Opp. Lot 2 625 Unit No.4 4.0 11.3 114.4 124.0 92.3 Opp. Lot 1 626 Unit No.4 6.0 10.0 118.0 128.0 92.2 e:'·' Opp. Lot 2 627 Unit No.4 8.0 9.7 121 0 3 131.5 92:2 Opp. Lot 1 628 Unit No.4 2.0 10.7 113.6 124.01 91.6 Opp. Lot 3 • 629 302 4.0 12.2 110.6 118.4 93.4 630 455 36.0 8.8 110.2 121.4 90.7 631 101 2.0 13.5 124.6 133.4 93.4 632 414 6.0 11.4 111.5 121.4 91.8 633 6 4.0 10.7 106.6 117.8 90.5 634 4 4.0 ,9.5 123.0 133.4 92.2 • 635 100 4.0 '8.5 107. ] 117.8 90.9 636 2 10.0 17~9 102.9 1.12.8 91.2 6.37 ' 101 6.0 18.8 102.0 112.8 90.4, 638 4 2.0 14.3 114.3 '121.4 94.2 639 1 12.0 12.0 101.7 112.8 90.2 • 640 ·3 6.0 . 12.4 112.5 124.0 '90.7 641 5 2.0 10. 1 111.0 118.6 93.6 642 '2 14.0 13.0 . 127.3 ' 138.2 92.1 643 ' 309 8.0 , 16.2 107.1 115.3 92.9 644 4 6.0 13.8 116. 1 128.0 90.7 e 645 1 16.0 14.6 122,.8 128.0 95.9 646 3 10.0 14.2 120.2 128.0 93.9 647 100 8.0 18.0 103.8 107.2 96.8 648 101 10 •. 0 18.9 102.9 107.2 96.0 • BENTON ENGINEERING. INC. Project No. 74-5-2D ' T-21 February 04, 1977 • La Costa Vale Unit No~. 3 and 4 , TABLE OF TEST RESUL TS (CONT.) Approx-Depth Maximum • imate of 'Fill Field Dry Dry Test LocatJon at Test Moisture _ Density Density Percent No. Lot No. in Feet % dry wt Ib/cu ft Ib/cu ft Compaction Remarks 649 100 12.0 10.2 111. 1 118.6 93.7 • 650 296 2.0 13.0 112.7 124.0 90.9 651 298 2.0 12.0 116.2 128.0 90.9 652 300 2.0' 10.9 118.4 128.0 92.5 ,653 ' 299 2.0 1_0.3 121. 1 133. 1 91.1 654 297 2.0 12.8 120.1 133. 1 90.3 • 655 102 4.0 13.4 119.1 128.0 '93.0 656 101 14.0 9.7 120.0 128.0 93.8 657 102 8.0 9.9 118.6 ' 128.0 92.6 658 99 2.0 9.6 119.1 128.0 93.0 659 310 2.0 14.0 117.2 128.0 91.6 660 297 4.0 ' 12.4 118.5 128.0 92.6 '. 661 299 4.0 12. 1 117.1 128.0-91.5 662 298 6.0 11.2 120.8' 133.1 90.'9 663 296 6.0 8.8 125.0 138.2 90.4 664 101 14.0 13.1 115.7 128.0 90.4 66~ 100 16.0 12.2 118.7 128.0 92.8 t 666 308 12.0 12.9 120.6 133. 1 90.6 667 ' 308 16.0 11.9 122.7 133. 1 92.2 668 309 12.0 10.6 122.4-133. 1 92.0 669' , 301 2.0 12.6 123,.9 133.1 93.1 670 303 4.0 11.5 126.9 138.2 91.8 • 671 306 9.0 11.8 ' 116.1 128.0 90.7 672, 307 10.0 11.6 114.0 124.0 91.9 673 308 20.0 10.9 124.2 133. 1 93.3 674 455 40.0 11.2 119.7 128.0 93.5 675 454 24.0 11.7 118.2 128.0 92.3 • 676 367 30.0 9.9 119.5-128. 1 93.3 677 365 ,11.0 10.0 121.9 128. 1 95.2 678 Unit No.4 2.0 ' 11.2 120.2 128. 1 93.9 Opp. Lot 95 679 95 2 .• 0 11.5 120.3 128.0 94.0 680 366 31.0 12.0 117.6 128.1 91.8 .' 681 Uni.t No.4 6.0 9.7 118.7 128. 1 92.7 Opp. Lot 95 682 96 4.0 13.3 116.2 128.0 90.7 683 94 4.0 9.6 118.8 128.0 92.8 684 95 6.0 13.4 116. 1 128.0 90.7 • 685 Unit No.4 10.0 9.6 119.2 128.0 93.1 Opp. Lot 95 686, 96 8.0 '14.4 110.7 121.4 91.2 687 94 8.0 , 14.8 112.0 124.0 90.3 6$8 95 10.0 11.6 112.7 121.4 92.8 • BENTON ENGINEERING. INC. Proj"ect No. 74-5-2D' T-22 February 4, 1977 • La Costa Vale Unit Nos,. 3 and 4 TABLE OF TEST RESULTS (CONT.) , Approx-Depth Maximum • imate ofFill Field Dry , Dry Test' Location at Test Moisture Density Density Percent No. Lot No. h1 Feet % dry wt Ib/cu ft I'b/cu ft Compaction Remarks 689 367 34.0 11. 1 119.9 128. 1 93.6 • 690 368 27.0 14.9 lQ7.5 118. 1 91.1 691 369 14.0 12.5 122.5 128. 1 95.6 692 365 13'.0 12.2 123.6 128.1 96.5 693 371 9.0 12.7 123.5 128.1 96.4 , '694 364 3.0 11.5 120.3 128. 1 93.9 •• 695 372 10.0 12.3 116.0 128. 1 90.6 696 371 13.0 12. 1 127.4 138.2 92.2 697 368 31.0 12.2-123. 1 133.2 92.4 698 369 18.0 12.3 120.4 133.3 90.3 699 96 12.0 14.9 90.1 107.2 84.0 Reworked 700 93 2.0 14.6 102.6 107.2 95.7 ." 701 370 18.0 8.8 123. 1 133.3 92.3 702 371 17.0 12.3 114.2 124.0 92.1 703 372 14.0 11 • 1 110.8 121.4 91.3 704 363 1.0 12.7 12 T ~9' 133.3 91.4 705 362 ,1.0 13.2 112.3 121.4 92.5 • 706' 360 2.0 12.6 114.7 126. 1 91.0 707 364 5.0 15.4 120.5 133.3 90.4 708 360 4.0 15.5 119.5 12a.l 93.3 709 96 12.0 17.9 107.5 118.4 90.8 Ck' on #699 710 372 18.0 9. 1 123.1 133.3 92.3 .' 7n 373 13.0 12 . .4 116.5 128-. 1 91.0 712 51 18.0 11.3 104.-8 114.7 91.3 713 57 9.0 17. 1 108.2 118.4 91.4 714 350 8.0 1.3.8 113.7 118.3 95.6 715 352 10.0 13.6 113.6 118.3 95.5 • 716 358 5.0 11.3 11.5.0 124.0 92.7 717 354 12.0 13,5 ,113.9 121.A 93.8 718 52 18.0 14.5 96.6 114.7 84.2 Reworked 719 59 12.0 13.3 108.4 118.6 91.4 720 53 20.0 12.9 118. 1 124.0 95.2 721 52 18.0 14.6 ' 100.6' 114.7 87.7 Reworked • 722 58 10.0-12.3 112.8 121.4 92.9 723 50 ' 10.0 17.3 97.4 114.7 84.9 Reworked 724 3S1 12.0 12.3 119.0 128.0 92.9 725 Febo Cpurt 4.q 12.2 115. 1 124.0 92.8 Cul-de-sac' • 726 350 12.0 11.9 117.4-128.0 91.1 727 352 14.0 12. 1 118.4 128.0 92.4- 728 355 9.0 11.5 122.0 128.0 95.3 • BENTON ENGIN~ERING. INC. 'Project No. 74-5-2D T-23 February 4, '1977 • La Costa Vale Unit Nos,. 3 and 4 " TABLE OF TEST RESULTS (CONT.) Approx":' Depth Maximum • imate of Fill ' Field, Dry Dry Test Location at Te~t Moisture Density Density Perc,ent 'No.: Lot No. in Feet % dry, w,t Ib/cu ft II:/cu ft Cornpacti on Remarks 729 ,357 6.0 11.6 ,120.3 ' 128. 1 '93.9 • 730 55 " 26.0 9.9 118.0 128.0 92.2 731 52 18.0 15.2 ]09.8 121.4 90.5 Ck on #718 & 721- 732 50 10.0 13.8 113.4 121.4 93.4 Ck on #723 733 351 16.0 16.2 119.4 128.0 93.3 734' 309 16.0 13.7 120.4 133.3 90.3: • 735 310 6.0 14.4 118.0 128,.0 92.2 736 ,309 20.0 12. 1 122,.7 133.3 92.1 737 310 10.0 9.0 124.5 133.3 93.4 738 ' ,307 14.0 ,11.6 122.3 133.3 91.8 739 306, 12.0' 8.7 120.5 128.0 94.2 740 349 4.0 , 11.1 118.0 128.0 92.2 • 741 350, ' 16.0 11.0 119. 1 128.1 93.0 742 54 16.0 12.7 104. ,1 115.3 90.3 743 58 12~0 11.2 128.7 138.2 93. 1 744 312 18.0 16.2 117.4 12a.0 91.7 745 314 10.0 16.3 118.8 128.0 92.8 .' 746 313 14.0 16. 1 115.4 124.0 93.1 747 315 11.0 16.8 121.4 126.0 94.8 748 316 12.0 15.9 115.0 124.0 92.8 749 318 9.0 14.0 119.4 128.0 93.3 750 312 22.0 14.9 117.5 128.0 91.8 • 751 , 314 14.0 13.7 117.0 128.0 91.4 '752 54 18.0 11.5 114.4 124.0 92.3 753 52 20 • .0 11.5 116. 1 128.0 90.7 75.4-50 14.0 lOA 107.5 118.4 90.8 ,755 49 10.0 10.2 '116.3 124~0 93.8 • 756 51 22.0 '10.2 115.2 124.0 92.9 ,757, 74 1.,0 12.3 114.0 124.0 91.9 758 76 2.0 9.9 113.6 124.0 91.6 759 75 2.0 13.7 112.9 124.0 91.1 760 74' 5.0 11.4 116.7 128.0 91.2 .. 761. 76 6.0 ' 1,3.2 116.3 128.0 90.8 762 48 10.0 14.9 119.4 128.0 93.3 763, 46 10~0 14.6 122.3 128.0 95.5 764 ,47, 12.0 11.7 112.5 124.0 90.8 765 75 ' 6.0 11.5 111.8 124.0 90.2 766 77 2.0 ,11 .8 111.7 124.0 90.1 • 767 53 24.0 13.,3 , 115.6 124.0 93.2 768 50 18.0 ' 13.6 117.7 124.0 94.9 769 76 10.0 12.8 ' 111.q 121.4 91.9 770 78 4.0 1,2.9 113.6 124.0 91.6 771 76 14.0 12.7 112.8 124.0 90.9 • BENTON ENGINEERING. INC. Proj ect No. 74-5-2D T-24 February 4, 1977 • La Costa. Vale Unit Nos.. 3 and 4 TABLE OF TEST RESULTS (CONT.) Approx-Depth Maximum • imate of Fill . Field Dry Dry Test Location at Test Moisture Density Density Percent No. Lot No •. . in Feet % dry wt Ib/cu ft Ib/cu ft Compaction Remarks .772 79 2.9 12.3 113.5 124.0. 91.6 • 773 Cadencia St. 3.0 11.0 113.7 124.0 9·1 :7 Sta. 404{)0 774 Cadencia St. 4.0 10.9 114.6 124.0 92.4 Sta. 434{)0 775 Caden·cia St. 5.0 10 • .1 114.1 124.0 92.0 • Sta. 414{)0 776 Cadencia St. 7.0 8.3 115.8 124.0 93.4 Sta. 41+00 777 Cadenda St. 9.0 13.0 114. 1 124.0. 92.0 S ta. 41-t{)0 778 Cadencia St. 11.0· 13.2 113.3 1"24.0 91.3 • Sta. 41+00 779 Cadencia St." 6.0 13.4 113.7 124.0 91.7 Sta. 43+00 780 Cadencia St. 8.0 9.3 124.3 138.2 90.0 Sta. 43+00 . • 781 Cadencia St. 13.0 8.9 126.7 138.2 91.7 ·Sta. 414{)O 782 Cadencia St. 8.0 9.8 122. 1 13.3.2 91.7 Sta. 474{)0 783 Cadencia St. 8.0 12. 1 124.0 133.2 93.1 • Sta. 454{)0 784 Cadencia St • 10.0 12.4 124.8 138.2 90.3 . Sta. 43+00 785 Cadencia St .• 15.0 8.8 120.9 133.2 90.8 Sta. 41+00 • 786 Cadencia St. 19.0 8.9 127.5 138.2 92.2 Sta. 41-1{)0 787 Cadencia St. 10.0 8.9 128.3 -138.2 92.8 Sta. 454{)0 788 77 6.0 9.6 115.9 128.0 90.5 789 79 6.0 11.0 113. 1 124.0 91.2 • 790 46 14.0 9. 1 113.9 124.0 91.9 79.1 48 14.0 10.9 112.9 124.0 91.0 792 Cadencia St. 20.0 10.4 121.8 128. 1 95.1 Sta. 41+00 793 Cadencia St. 12.0 8.9 133.4 138.2 96.5 • Sta.-434{)0 794 Cadencia St. 12.0 8.7 129.4 138.2 . 93.7 Sta. 454{)0 • BENTON ENGINEERING, INC. Project No. 74-5-2D T-25 February 4, ·1977 • La Costa Vale Unit Nos. 3 and 4 TABLE OF TEST RESULTS (CONT.) --" Approx-Depth Maximum • imdte of Fill Field Dry Dry Test Location ot Test Moisture Density Density Percent· No. Lot No. iii Feet % dry wt Ib/cu ft Ib/cu ft Compaction Remarks 795 Cadencia St. 14.0 9.4 131. 1 138.2 94.9 • Sta.45+00 796 Cadencia St. 22.0 10.4 128.7 138.2 93.1 Sta. 41+00 797 356 11.0 10. 1 126.5 13a.2 91.5 798 354 16.0 10.0 122.0 128. 1 95.2 • 799 377 3 .• 0 14.2 118.5 , 128.0 92.6 8.00 375 9.0 13.5 114.6 126.0 91.0 801 370 22.0 14. 1 115.8 128.0 90.4 802 355 13.0 10. 1 134.3 138.2 97.2 803 352 18.0 10.2 130.2 138.2 94.2 804 353 2.0 13.4 120.4 133.2 90.4 • 805 '351 20.0 13..8 120.9 133.2 90.8 806 354 20.0 ' 10.9 139.4 138.2 100.9 807 350 20.0 11.2' ,132.7 138.2 96.0 808, 348 2.0 11. 1 ··131.4 138.2 ' 95.1 809 Gozo Street 8.0 14. 1 118.8 128.0 92.8 • Sta. 3+80 81b 389 34.0 13.3 116.9 128.0 91.4- 811 389 36.0 14.1 119.3 128.0 93.2 812 359 5.0 12.7 131.9 138.2 95.4 813 357 10.0 11.4 126.2 138.2 91.3 • 814 ' 366 35.0 9.0 130.8 138.2 94.7 815 373 17.0 9.4 132.4 138.2 95.9 816 371 21.0 9.4 133.8' 138.2 96.8 8)7 311 24.0 8.8 135.0 138.2 97.8 818 314 18.0 7.7 134.0 138.2 97.0 • 819 317 . 11.0 12.4 127.6 138 • .2 92.3 820 319 17.0 10.4 13'1.4 138.2 95.1 821 310 14.0 12.7 128. 1 138.2-92.7 822 76 18.0 15.3 123. 1 128,.0 96.1 823 78 8.0 16.0 120.0 128.0 93.8 824 45 5.0 13.8 119.3 128.0 93.2 • 825 49 14.0 14.0 118.0 128.0 92.2 826 Opp. Lot 95 14.0 14.0 120.8 128.0· 94.4 827 342 1.0 5.0 96.2 138.2 69 .• 6 Reworked 828 383 14.0 10.0 117.4 128.0 91.7 829 382 12.0 15.0 121.8 133.1 91.5 • 830 381 12.0 * 12.9 122.5 133. 1 92.0 831 378 3.0 11.8 122.0 133. 1 91.7 * Indicates Finished Grade· • BENTON ENGINEERING. INC. • Project No. 74-5-20 T-26 February 4, 1977 1a Costa Vale Unit N'os. 3 and 4 ,TABLE OF TEST RESULTS (CaNT.) Approx-Depth Maximum • imate of Fill Field Dry Dry , Test Location at Test Moisture Density Density Percent : ~~. Lot No. in Feet % dry wt Ib/cu ft Ib/cu ft Compaction 'Remarks 832 377 5.0 * 12.3 120.5 133.1 90.4 ~. 833 347 3.0 * 11.6 123. 1 133. 1 92.4 834 344 1.0 7.0 126.5 138.2 91.6 835 343 l.0 9,~4 127.4 138.2 92.2 . 836 342 1.0' 10.0 127.3 138.2 92. 1 Check on #827 837 46 18.0 12. 1 135.0 138.2 97.7 • 838 51 26.0 11.9 130.3 138.2 94.3 839 50 22.0 10.3 127.3 133.2 95.6 840 341 1.0 . 11.5 126.7 138.2 9].7 841 346 1.0 ,11.2 126.7 138.2 91.7 842 315 13.0 14.5 124.5 138.2 90. 1 • 843 316 ' 14.0 13.2 126.7 . 138.2 91.7 ,844, 318 11.0 10.7 127.1 138.2 92.0 845 320, 6'.0 9.9 128.4 138.2 92.9 846 322 1.0 9.6 132.9 138.2 96.2 847 324 1.0 9.3 119'. 1 128.0 93. 1 848' 326 1.0 9.7 127.5 138.2 92.3 • ' 849 328 2.0 . 15.3' 124.3 131.6 94.5 850 330 2.0 1O~ 1 129.0 138.2 93.3 851 332 1..0 12.3 119.3 128.0 93.2 852 340 1.0 11. 1 126.7 . 138.2 91.7 853 338 ,1.0 10.0 126.5 138.2 91.5 • 854 325 1.0 8.2 127.6 138.2 92;3 8S5 : 329 4.0· 12.0 130.0 138.2 94.1 856 334 1.'0 11.0 130.1 138.2 94.1 857 336 1.0 11.3 126.6 138.2 91.6 858 331 1.0 8.7 134. 1 138.2 97.0 • 859 53 28.0 11.7 123.4 128. 1 96.3 860 42 2.0 16.2 116.4 128.0 90.9 861 43 4.0 13.3 111.5 121.4 91.8 862 77 10.0 12.,5 109.7 121.4 90.4 863 79 10.0 13.4 112.8 124.0 91.0 • e64 328 6.0 8.4 110.4 121.4 90.9 865 336 1.0 11..5 120.2 128. 1 93.8 '866 330 6.0 ' 12~3 125.8. 138.2 91.0 867 331 3.0 13.5 125.2 138.0 90.6 868 336 2.0 * 13.8 123.0 133.2 92.3 869 333 1.0 11.6 125.4 138.2 90.7 • 870 349 8.0 ,14.0 125.,8 138.2 9].0 871 353 6.0 11.5 119.9 128. 1 93.6 * Indicates Finished Grade • BENTON ENGINEERING, INC. Project No •. 74-5-20 T-27 February 4, 1977 • La Costa Vale Vnit Nos .• 3 and 4 TABLE OF TEST RESULTS (CONT.) Approx-Depth Maximum • imate. of Fill Field Dry Dry Test Location at Test Moisture Density Density Percent No. Lot No. in Feet % dry wt Ib/cu ft Ib/cu ft Compaction Remarks 872 42: 6.0 8.0 120.0 128. 1 93~7 • 873 83 1.0 9.4 119.5 128.1 93.3 874 76 22~0 10.2 124.8 138.2 90.3 875 78 12.0 10.4 128.4 138.2 92.9 876 83 3.0 9.6 121.3 128. 1 94.7 . 877 82 2.0 12.0 116.3 128. 1 90.7 • 878 .80 1.0 9.3 1T7.7 128.1 91.9 879 82 6.0 10.6 117.2 128. 1 91.5 880 81 4.0 9.5 . 129.0 138.2 93.4 881 80 5.0 . 9.4 132.9 138.2 96.2 882 Cadencia St. 3.0 15.2 123.6 128.0 96.6 Sta. 58+00 • 883 Cadencia St. 7.0. 13. 1 125.5 138.2 90.8 Sta. 58+00 . 884 Cadencia St. 11.0 13 •. 2 123.4 133.2 92'~6 Sta. 58+00 885 Cadencia St •. 3.0 10.6 120.3 128. 1 93.9 • Sta. 59+00 886 Cadenciia St. 7.0 15. 1 123.0 133.2 92.4 Sta .• 59+00 8"87 361 2.0 10.6 121.3 128. 1 94 .• 7 888 352 .22 .. 0 12 .• 1 124.9 133.2 93.8 • 889 358 9.0 '12.1-126.4 138.2 91.5 890 356 15.0 10.9 126.4 138.2 91.5 891 355 17.0 12.7 128.3 138.2 . 92~8 892 77 14.0 10.5 125.8 138.2 91.0 893 79' 14.0 13.2 . 127.7 138.2 92.4 • 894 80 9.0 . 11.3 120.6 128. 1. 94.1 895 81 8.0 13.5 12.5;.6 138.2 90.9 896 76 26.0 9.9 130.5 138.2 94.4 897 83 7 .~O 7.9 129.7 138.2 . 93.9 898 388 38.0 . 11.8 126.0 138.2 91.2 899 389 40.0 11.5 127.9 138.2 . 92.5 • 900· 388 . 42.0 13.0 125.4 138.2 90.7 I 138.2 901 59 16.0 11.6 128. 1 92.7 902 45 9.0 10.4 127.9 138.2 92.6 903 46 22.0 11.2 128.3 138.2 92.9 904 49 18.0 1.1.7 125. 1 138.2 90.6 • 905 50 21.0 8.7 129.3 138.2 93.6 '906 52 .26.0 11.4 127.6 138.2 92.4 907 78 16.0 . 13. 1 '130.4 138.2 94.4 908 72 2.0 13. 1 126.8 138.2 91.7 909 73 1.0 9.9 129.4 138.2 93.7 • BENTON ENGINEERING, INC. • Proiec~ No. 74-5-2D T-28 February 4/ 1977 La Costa Vale Unit Nos. 3 and 4 TABLE OF TEST RESULTS (CONT.) Approx-Depth Maximum • imate of Fill Field Dry Dry Test Location at Test Moisture. Density Density Percent No. .Lot No. in' Feet % dry wt Ib/cu ft Ib/cu ft Compaction Remarks 910 77 18.0 6.6 126.7 138.2 91.7 • 911 82 9.0 10.3 .127. 1 138.2 91.9 912 390 10.0 11.2 115.9 128.0 90.5 913 388 46.0 11.2 '113. 1 124.0 9'1.2 914 389 44.0 11.5 114.3 126.0 90.7 915 390 14.0 11.7 115.0 126.0 9'1.3 • 916 388 50.0 13.2 1.14.3 126.0 90.7 . 917 389 48.0 13.7 114.8 126.0 91. 1 918 391 4.0 13.8 1.12.6 124.0" 90.8 919 60 1.0 8.6 118.1 128.1 92.2 920 59 . 20.0 13.4 115.2 128. 1 90.0 • 921 60 5.0 11.0 116.5 128.1 91.0 922 51 '30.0 10.5 128~ 1 138.2 92.7 923 52 26.0 10.2 127.4 138.2 92.2 924 45 13.0 10.5 130. 1 138.2 94.1 925 54 22.0 8.5 129.1 138.2 93.4 926 . 58 14.0 7.5 133.8 138.2 96.8 • 927 61 1.0 14.3 115.3 124.0 93.0 928 ·57 13.0 11.3 123. 1 133.2 92.4 929 441 . 18.0 13.2 113.3 124 .• 0 91.4 930 446 20.0 11.6 111. 1 121.4 91.5 931 448 30.0 9.6 113.7 124.0 91.7 • 932 450 8.0 14.4 119.5 128. 1 93.3 933 62 2.0 8 •. 1 117.3 128.0 91.6 934 60 9.0 8.0 125.2 138.0 90.7 935 64 1.0 10.2 137.2 138 .• 0 99.4 936 61 5.0 12.0 131.0 138.0 94.9 • 937 . 60 13.0 10. 1 122.0 128. 1 95.2 936 63 4.0 11.8 117.1 128.1 91.4 939 64 5.0 11.6 124.0 128.1 96.8 940 61 9.0 7.7 118.9 128. 1 92.8 941 62 6.0 7.6 116.0 ]28.1 9-0.6 • 942 278 10.0 14.3 103.4 114.3 90.5 943 279 34.0 ·14.7 103.8 114.3 90.8 944 278 14.0 14.6 107.8 11'7.6 91.6 945 65 3.0 16.7 134.0 138.2 97.0 946 65 7.0 11.6 124.6 138.2 90.2 947 62 10.0 13.9 127. 1 138.2 92.0 • '948 63 8.0 11.8 115.2 128. 1 90.0 '949 64 9.0 11.7 115.5 128.1 90.2 950 73 3.0 11.9 120.2 133.2 90.2 951 77 20.0' 12.2 117.3 130.6 90.0 • .~ BENTON ENGINEERING. INC. ,Project No. 74-5-2D T-29 February 4, 1977 • Lq Costq Vale Unit Nos. 3 and 4 TABLE OF TEST RESULTS (CONT.) Approx-Depth Maximum' •• imate of Fill Fie'ld Dry Dry . Test Location at Test Moisture Density Density , Percent No. Lot No. in Feet % dry wt Ib!cu ft Ib/cu ft Compaction Remarks ,952 41 2.0 8.6 118.0 128. 1 9201 • 953 43 8.0 8.2 112.2 124.0 90~5 954 65 11.0, 13. 1 131. 1 138.2 94.9 955 63 11.0 11.6 130.5 138.2 94.4 956 42 10.0 10.6 121.0 133. 1 91.0 957 44 4.0 10.4 124.6 138.2 90.2 • 958 64 13.0 6.8 99.4 124.0 80.2, Reworked 959 41 6.0 6.5 136.7 138.2 98.9 960,,' 43 12.0 9,.6 129.5 138~2 . 93.7 961 : 42 14.0 8,.9 119.0 128. 1 92.9 , .: 962 44 8.0 12.9 119.7 130.6 91.7 963 400 2.0 10.8 104.0 115. 1 90.4 • '964 399 1.0 8:6 120.6 133. 1 90.q, 965 43 16.0 9.3 130.0 138.2 94. 1 966 44 12.0 10.3 126.5 , ' 138.2 91.5 967 35 1.0 9.4 123.3 133. 1 92.6 968 29 . , 2.0 11.4 134.8 13,8.2 97.5 • 969 "31 2.0 10.4 1'16.0 128. 1 90.6 970 28 2.0 10.5 119.9 133. 1 90.1 971 25 2.0 7.4 98~8 133. 1 74.2'; , Reworked 972 22 2.0 5.0, 113. 1 138.2 81.9 Reworked 973 ,24 2.0 4.3 109.3 138.2' 79.1 ' Reworked • 974 407 26.0 11.6 125.2 138.2 90.6 975 410 ' 16.0 14. 1 123.8 133. 1 93.0 976 408 24.0 11. J -126. 1 138.2 91.2 977 406 22.0 10.0 128.7 138.2 9;3. 1 978 22 '2.0 9. 1 125.9 138.2 91.1 'Check on #972 • 979 24 2.0 9.8 130.6 138.2 94.5 Check on #973 98() 19 2.0 9.6 . 127.8 138.2 92~5 961 23 4.0 13.4 124.9 138.2 90.4 982 16 2.0 6.2 125.8 138.2 '91.0: 983 17 1.0 8.0 127.7 138.2 92.4 984 21 4.0 10.4 125.9 138.2 91.,1 • 985 17 3.0 11.2 '125.8 138.2 91.0 986 24 ' 4~0 10.5 ' ,128.5 138.2 93.0 987 22 6.0 11.4 123.5' 133.,1 92.8 988 20 4.0 13.4 122.4 133.. 1 92.0 989 17 5.0 . 12.7 123.8 133. 1 93.0 • 990 23 8.0 . 8.0 127.4 138.2 92.,2 991 19 6.0 1'0.1 126. r 138.2 91.3 992 83 11.0 14.7 115.6 124.0 93.2 993 77 22,.0 14.5 116.7 128. 1 9'1. 1 • BENTON ENGINEERING. INC. Project No •. 74-5-20 T-30 February 4, 1977 • La Costa Vale Unit Nos. 3 and.4 . TABLE OF TEST RESUL T5 (CONT .). Approx-. Depth ·Maximum • imate of Fit I Field Dry .. Dry Test. Location at Test Moisture Density Density Percent No. Lot No. in F.eet % dry wt Ib/cu ft Ib/cu ft Compaction Remarks 994 47 16.0 14.7 131. 1 138.2 94.9 • 995 64 13.0 13.6 112.6 124.0 90.8 Check on #958 996 . 65 15.0 10.6 119~3 128. 1 93. 1 997 479 38.0 14.3. . 104.3 112'.8 92.5 998 478 18.0 14.7 108.1 112.8 95.8 999 480 4.0 14.5 109.7 112.8 97.2 • 1000 400 4.0 10.8 121.5 133. 1 91.3 1001 395 .2.0 12.3 115.2 128.0 90.0 1002 21 8.0 9.8 128.6 138.2 93.1 1003 24 8.0 11.2 125.2 138.2 90.6 1004 22 10.0 11.4 124.5 138.2 90.1 • 1005 20 8.0 11.6 130.6 138.2 94.5 1006 23 12.0 9.4 128. 1 138.2 92.7 1007 21 1'2.0 8.6 129.0 138.2 93.3 1008 24 12.0 10.2 125.6 138.2 90.9 1009 58 18.0 8.4 11'0.3 128. 1 86.1 Reworked 1010 16 6.0 5.9 106.4· 128. 1 83.1 Reworked. • 1011 19 10.0 10.5 125.5 138.2 90.8 1012 16 "6.0 12. 1 118.7 128. 1 92.7 Check on #1010 1013 22 14.0' 9.5 127.3 138.2 92.1 1014 20 12.0 14.8 122.9 133. 1 92.3 1015 18 1.0 15.2 120.9 133-. 1 90.8 • . 1016 23 16.0 14.0 124.6 138.2 90.2 1017 21 16.0 12.2 125.4 138.2 90.7 1018 19 14.0 12.1 122.6 133. 1 92.1 1019 24 16.0 9. 1 127.1 138.2 92.0 1020 400 6.0 '11.9 116.5 128. 1 90.9 • 1021 400 8.0 11.3 119.3 . 128. 1 93.1 '1022 58 18.0 13.4 107.6 117.1 91.9 Check on # 1009 1023 81 12.0 9.4 106.9 112.8 94 .• 8 1024 395 4.0 10.7 119.9 128.] 93.6 1025 396 1.0 12.9 . 114.1 125.9 90.6 •• 1026 397 2.0 9.7 122.3 133. 1 91.9 1027 395 6.0 10. 1 120.0 133. 1 90.2 1028 395 8.0 9.7 123.6 133. 1 92.9 1029 395 10.0 8.6 123.5 l' 133·.1 92.9 1030 397 4.0 8.5 124.3 133. 1 93.4 1031 396 5.0 . 9.5 136.1 138.2 98.5 • 1032 22 18.0 9.4 125.6 138.2 90.9 1033 20 16;0 10.4 126.3 138.2 91.4 1034 18 6.0 11.2 124.6 138.2 90.2 BENTON ENGINEERING. INC. • Project No. 74-5-2D T-3,1 February 4/ '1977 La Costa Vale Unit Nos. 3 and 4 TABLE OF TEST RESULTS (CON T.) Approx-Depth Maximum • imate of Fiil Field Dry . Dry . Test Location at Test Moisture Densify Density PerGent No. Lot No. in Feet % dry wt Ib/cu ft Ib/cu ft Compaction Remarks 1035 23 21.0 12.9 125.3 138.2 90.7 • 1036 21 20.0 11.0 123.0 133. 1 92.4 I 1037 19 r8.0 9.3 125.7 138.2 91.0 1038 17 7.0 12.8 124.0 133. 1 93.2 1039 17 9.0 12.7 125.4 138.2 90.7 1040 20 20.0 7.3 131.7 138.2 95.3 e· 1041 399 5.0 . 10.7 119.2 128.1 93.1 1042 400 12.0 . 10.0 1]6.5 . 128. 1 90.9 1043 396 7.0 9.9 121.0 133. 1 90.9 1044 395 12.0 lLO 121.4 133. 1· 91.2 1045 395 14.0 11.8 121.4 133. 1 91.2 • 1046 396 9.0 12. 1 120.2 133.1 90.3 1047 397 8.0 11.0 124.3 138.2 90.0 1048'; 398 1.0 13.8 110.5 121.5 90.9 1049 398 .3.0 13.9 110.8 . 121.4 91 •. 3 1050 395 16.0 10.4 126.0 138.2 . 91.2 1051 388 54.0 7.4 132.5 138.2 9.5.9 • 1052 22 22.0 8.7 125. 1 138.2' 90.5 . 1053 19 22.0 11.2 125.2 138.2 90.6 1054 21 24.0 .11. 1 126 •. 7 138.2 91.7 1055 20 24.0 11.5 123.2 133. 1 92.6 1056 24 18.0 * 10.4 125.6 138.2 90.9 • 1057 22 25.0 * 10.6' 126.2 138.2 9'1.3 1058 20 26.0 * 14.0 125.7 138.2 91.0 1059 16 10.0 11.4 125.6 138.2 90.9 1060 80 13.0 7.2 128.5 138.2 93.2 1061 ~87 12.0 14.3 131.8 138.2 95.3 • 1062 392 4.0 12.1 124.9 138.2 90.0 1063 391 6.0 10.9 125.1 138'.2 90.5 '1064 391 8.0 8.9 126.2 138.2 91.3 1065 392 6.0 11.0 122.8 133.1 92.3 1066 385 9.0 9.8 125.6 138.2 90.9 e· 1067 390 14.0 12.5 113.2 121.4 93~.2 1068 390 16.0 12.3 125.3 138.2 90.7 1069 .391 10.0 12.0 119.7 133. 1 90.0 1070 392 8.0 13.2 117.8 128. 1 91 ~ 9 1071 393 4.0 11.5 .133.7 138.2 96.7 1072 5 6.0 8.5 105.2 112.8 9:3.3 • 1073 391 12.0 13.4 129.8 138.2 93.9 1074 393 6 .. 0 14.4 116.3 128.1 90.8 1075 392 12.0 11.6 125.4 138.2 90.7 1076 393 8.0 11.5 121.9 133. 1 91.6 * Indicates Finished Grade • BENTON ENGINEERING. INC. Project No. 74-5-2D T-32 February 4, 1977 • La Costa Vale Unit Nos-. 3 and 4 TABLE OF TEST RESULTS (CaNT.) Approx-D~pth Maximum • imate of Fill Field Dry Dry Test location at Test Moisture Density Density Percent No. Lot No. in Feet % dry wt I.b/cu ft to/cuft Compaction Remarks .1077 392 14.0 10.7 125.4 138.2 90.7 •• 1078 393 10.0 11.5 125.8 138~2 91.0 1079 392 16.0 ll.7 129.8 138.2 93.9 1080 394 4.0 11. 1 119'.3 128.0 . 93.2 , 1081 18 9.0 * 11.3 135.6 138.2 98.1 1082 393 14.0 10.1 118.3 128.1 92.3 .' 1083 391 14.0 ' 13.4 117.1 129.2 90.6 1084 6 2.0 12.3 125.5· 138.2 90.8 T085 4 10.0 9.9 126.0 138.2 91.2 1086 392 18.0 9.Z 130.7 138.2 94.6 1087 395 14.0 11.3 121.7 133. 1 91.4 1088 395 16.0 11. 1 118.2 128.1 92.3 '. 1089 385 11.0 7.9 129.6 138.2 93.6 1.090 2 18.0 9.9 129.4-138.2 93.6 1091 1 20.0 10.0 126~9 138.2 91.8 1092 5 10.0 10.2 137.7 138.2 99.7 , 1093 3 14.0 10.4 131. 1 138.2 94.8 .' 1094 2 22.0 9.4 130.0 138.2 94.0 '1095, 59 24.0 * 8.5 129.3 138.2 93.6 1096 4 14.0 10.5 128.4 138'.2 92.9 1097 6 6.0 10.9 132.3 138.2 95.7 1098 3 18.0 10.5 132. 1 138.2 95.6 • 1099 5 14.0 10.2 130.9 138.2 94.7 1100 '4 18.0 10.9 132.3 138.2 95.7 1101 5 18.0 10.9 132.6 138.2 96.0 1.102 348 6.0 * 6.6 114.5 126.0 90.9 1103 350 23.0 * 6.3, 114.0 126.0 90.5 • 1104 352 24.0 * 6.5 121.7 128.2 9'4.9 1105 '354 ,24.0 * 6.1 125.7 138.2 90.9 1106 356 17.0 * 5.6 117.1 .128.2 91.3 1107 358 11.0* 4.2 115.5 126.0 91.7 1108 360 6.0 * 6.4 120.3 128.2 93.9 1109 394 8.0 10.5 128.1 138.2 92.8 ' • 1110 ' 393 18 •. 0 10.7 118.6 128. 1 92.6 1111 394 10.0 9.9 119.6 128.1 93.4 1112 1 24.0 9.9 115 • .8 128.1 90.-4 i ' 1113 2 26.0 ' 9.5 120.4 128.1 94.0 d' 1114 3 22.0 ' 9.9 126.3 138.2 91.5 • ' , Sewer T ren ch 138.2 1115 2.0 9.9 126.8 91.8 Between Lots 3 and 4 1116 Sewer Trench 4.0 10.7 125.3 138.2 90.7 Between Lots 3 and 4 * Indicates Finished Grade • BENTON ENGINEERING, INC. Proj ect No. 74-5-2 D T-33 February 4, 1977 • La Costa Vale Unit Nos. 3 and 4 TABLE OF TEST RESULTS (CONT.) Approx-Depth Maximum • imatt:; of Fill Field Dry Dry Test Location at Test Moistl,lre Density Density Percent No. Lo~ No. in Feet, % dry wt Ib/cu ft Ib/cu ft , Compaction Remarks 1117 4 22.0 11.0 125.3 138.2 90.7 • 1118 6 10.0 9.0 124.0 128.1 96.8 1119 395 18.0 11. 1 126.0 138.2 ' 91.2 1120 64 17.0 ' 9.6 126.8 138.2 91.8 1121 65 19.0 10.5 127.8 138.2 92.5 1122 6 14.0 10;1 120.7 133. 1 ' 90.7 • 1123 5 22.0 10.7 125.9 138.2 91.1 1124 7 3.0 10.6 125.2 138.2 ' 90.6 1125 362 3.0 * 7.3 114.2 126.0 90.6 ·1126 , Rancho Santa 2.0 10.0 125.3 138.2 90.7 Fe Road Sta. 201+00 • 1127 Rancho Santa 4.0 12.3 123.2 133. 1 92.6' Fe Road Sta. 199+00 1128 Rancho Santa 6.0 10.6 126.0 138.2 91.2 Fe Road • Sta. 197+00 1129 Rancho Santa 6.0' 12.0 125. 1 138.2 90.5 Fe Road Sta. 195+00 1130 Rancho Santa 4.0 12.4 121.3 133.1, 91.1 • Fe Road Sta. 193+00 1131 310 16.0 12.2 122.5 133. 1 92.0 1132 60 17.0 10.0 124.9 138.2 90.4 1133 " 61 13.0 11.0 127.4 138.2 ,92.2 • 1134 Rancho Santa 4.0 10.4 123.6 ,133. 1 92.9 Fe Road' , , Sta. 200+00 1135 Rancho Santa 6.0 9.4 127.1 138.2 92.0 Fe Road Sta. 199+00 • 1136 Rancho San'ta 6.0 11.3 124.9 138.2 90.4 Fe Road Sta. 196+00 , 1137 Rancho Santa 8.0 8.3 128.3 ' 138.2 92 .• 8 Fe Road '. Sta. 194+00 '1138 Rancho Santa 8.0 11.7 124.6 138.'2 90.2 Fe Road Sta .196+00 * 'Indicates Finished GrC!de • BENTON ENGINEERING. INC. • Project No. 74-5-20 . T-34 February 4, 1977 La Costa Vale Unit Nos. 3 and 4 TABLE OF TEST RESULTS (CONT.) Approx-Depth Maximum • imate of Fill Field Dry Dry Test Location at Test Moisture Density Density Percent No. Lot No. in Feet % dry wt Ib/cu ft Ib/cu 'ft Canpaction Remarks 1139 Rancho Santa 8.0 9.3 126.2 138.2 91.3 • Fe Road Sta. 198+00 1140 351 22.0 9.2 125.8 138.2 91.0 1141 Rancho Santa 8.0 12.5 115.7 128. 1 90.3 Fe Road • Sta. 200+00 1142 1 28.0 11.'1 117.9 128. 1 '92.0 1143 2 30.0 9.8 118.0 128.1 92. 1 1144 313 18.0 12.8 115.7 128. 1 90.3 1145 '357 10,.0 12.6 118.3 128.1 92.3 • 1146 359 5.0 12.7 114.6 126.0 91.0 1147 364 7.5 * 14.3 114.8 126.0 91.1 1148 366, 36.0 * 13.6 111.6 124.0 90.0 1149 368 34.0* 12.3 11(>.7 128. 1 91.1 1],50 370 23.0 * 9.8 120.2 133. 1 90.3 ' 1151 372 21.0 * 9.7 119.0 128. 1 92.9 • 1152 Cadencia St. 14.0 9.4 127.3 138.2 92. 1 Sta. 48+00 1153 Coden cia St. 13.0 9.3 130.1 138.2 94.1 Sta. 50+00 1154 Cadencia St. 11.0 9.4 128.9 138.2 93.3 '. Sta. 51+00 1155 Cadencia St. 9.0 12.8 115.5 124.0 93.1 Sta. 52+00 1156 Cadencia St. 10.0 8.3 119.4 124.0 96.3 Sta. 54+00 -. 1157 Cadencia St. 9.0 10.3 123.7 133.'1 92.9 Sta. 55+00 1158 Cadencia St. 15.0 11.3 124.0 133. 1 93.1 Sta. 56+00 1159 Cadencia St. 20.0 10.0 1.25.7 138.2 91.0 • Sta. 57+00 1160 Cadencia St. 1.0 10.9 116.7 124.0 94.1 Sta. 60+00 1161 Cadencia St. 1.0 11.4 114.4 124.0 92.3 Sta. 61+00 1162 28 6.0 14.3 118.5 128.0 92.6 • 1163 3 26.0 14.7 119.1 128.0 93.0 1164 30 2.0 14.2 116.6 124.0 94.1 1165 374 1.5* 12.2 111.6 121.4 9}.9 * Indicates Finished Grade • BENTON ENGINEERING. INC. • Project No. ~4-5-2D T-35 Februory 4, 1977 La Costa Vale -Unit Nos. 3 and 4 TABLE OF TEST RESULTS (CONT.) Approx-Depth Maximum • imate -of Fill Field Dry Dry lest Location _ at Test Moisture Density Density Percent No. Lot No. in Feet % dry wt Ib/cu ft Ib/cu ft Compaction Remarks 1166 ' 376 8.0 * 12.6 116.3 128. 1 90.8 • 1167 378 7.0 *' , 12.2 '119.4 128 .. 0 93.3 1168 7 1'.0 14. 1 116.5 124.0 93.9 1169 ' 6 18.0 15.2 114.2 121.4 94.1 1170 405 1.5* 8.2 93.3 118.6 78.7 Reworked 1171 14 2.0 10.4 113.6 124.0 91.6 • 1172 15 2.0 10.6 115.7 128.0 90.4 1173 1 32.0 14.7 103.2 112.8 91.5 1174' 2 34.0 14.5 107.7 118.5 90.9 1175 4 26.0 14.8 108.6 118 • .5 91.6 1176 12 2.0 9.,8 -109.8 -121.4 90.5 • 1177 14 4.0 11.8 106.8 '117.6 90.8 1178 5 26.0 15.1 110.8 121.4 91.2 1179 Capra Ct. 2.0 9.0 123.9 133. 1 93.1 Sta. 4+00 1180 Capra Ct.-2.0 8.7 123.7 1:33. 1 93.0 ,. Sta. 2+00' 1181 6 22'.0. 8.3 121.6 128.1 94.9 1182 374 1.5* 7.7 113.7 124.0 91.7 1183 376 8.0 * 5.5 129.2 138.2 93.5 1184 3 30.0 * 8.2 ,127.4 138.2 92,.2 1185 43 20.0 9.6 135.0 138.2 97.7 • 1186 44 16.0 12.7 125.6 138.2 90.8 1187 16 12.0 '12.7 126.7 138.2 91.7 1188 14 '6.0 12.6 128.2 138.2 92.7 1189 1 36.0 8.5 122.4 133. 1 92.0- 1190 1-4 8.0 9. 1 122.4 133. 1 92.0 -. 1191 2 38.0 7.7 122.1 133. 1 91.7 1192 14 '10.0 12.9 113.6 124.0 91.6 1193 Cadencia St.' 12.0 7.6 132.2 138.2 95.7 Sta. 47+{)0 li94 Cadencia St. 10.0 12.6 126.3 138.2 91.3 ,. Sta. 48+{)0 1195 1 40.0 12. 1 120.2 133.1 90.3 1196 3 ,34.0 1,1.8 123.9 134.8 91.9 1197 5 30.0' 8.0 124.0 134.8 ' 92.0 1198 14 14.0 12.1 116.0 128. 1 90.5 • 1199 15 6.0 9.5 112.9 124.0 91.0 1200 ' 15 ro.o 7. 1 -113.7 ' 124.0 91.7 . I * Indicates Finished Grade r\ BENTON ENGINEERING, INC. • Project No. 74-5-2D T-36 February 4, 1977 La Costa Vale Unit No's. 3 and 4 TABLE OF TEST RESULTS (CONT.) Appro~-Depth -Maximum • imate of fill' Field Dry Dry Test . Location (:It Test-Moisture Density Density Percent No. . Lot No. in' Feet % dry wt 'Ib/eu ft Ib/cu ft Compaction Remarks 1201 2 42.0 14.8 116.1 128.0 90.7 • 1202 1 . :44.0. . 12. 1 116.9 128.0 91.3 1203 6 26.0 14.9 1~1.9 133.1 91 .• 6 1204 . Cadencia St. 16.0 12.7 123.6 135.7 91.1 Sto. 49+00 1205 _ 14 18.0 12.7 127.6 138.2 92.4 • 1206 . 17 11.0 12.4 114.0 126.0 90.5 1207 17 13.0 12.7 122.3 133.1 91.9 1208 16 14.0 11.2 . 127. 1 138.2 92.0 1209 381' ·13.0"·~: 7.1 . 115.5 128. 1 90.2 1210 15 14.0 12.0 131.4 138.2 95. 1 • 1211 16 16 •. 0 10.6 122.1 133. 1 91.7 1212 Piroguo St. . 4.0 9.7 110.7 121.4 91.2 Sta. 41+00 -1213 . Piraguo St. 6.0 12.1 112.5 121.-4 92_.7 Sta-. 40+00 .-1214 Piraguo St • 8.0 12.0 121.8 133. 1 91.5 Sto. 41+00 1215 Piragua St. 6.0 ·16~0 128.1 138.2 92.8 Sto. 42+00 1216 Piroguo St. .18.0 10.5 122.8 133. 1 92.3 Sta. 43+00 • 1217 Piroguo St. 2:0 7.3 111.4 121.4 91.8 Sta. 37+00 1218_ 381 . 13.0 * 7.3 116 .. 1 128. 1· 90.5 1219 Piraguo St. 2.0 16.0 135.3 138.2 97.9 Sta. 38+00 • 1220 Piragua St. 1.0 8.8 111.4 121.4 91.8 Sta. 39+00 1221 Pirogua St. 3.0 8.9 127.2 138.2 92-.0 Sta. 39+00 1222 _ 383 15.0 * 8. 1 119.6 _ 128. 1 / 93.4 • 1223 385 13.0· ,~ 9.4 .130.6 138.2 94.5 .1224 .387 14.0 if 7. 1 116.4 128.1 90.9 1.225 479 42.-0 16.4' 11'5.2 128.0 90.0 1226 . 481 4.0 12.7 -114.2 126 •. 6 90.2 1427 Rancho Santa 28.0 11.9 110.8 121.4 91.3 . Fe Road • Sto. 180+00 * Indicates Finished Grade BENTON ENGINEERING, INC. Project No. 74-5-20 T-37 February 4, 1977 • La Costa Vale Unit Nos. 3, and,4 TABLE OF TESt RESULTS (CaNT.) Approx.., Depth . Maximum • ima,te ofF'ill . Field Dry " Dry Test Locatio'n at Test . Moisture Density Density Percent No. Lot No. in Feet % dry wt Ib/ cu ft Ib/cu ft Compaction Remarks 1228 Rancho Santa 30.0 12.4 111.8 124.0 90'.2 • Fe Road Sta. 180+00 1229 492 44.Q 10 .• 0 110.6 118.6 93.2 , 1230 Venado St. 18.0 12.5 108.8 118.6 91.7 Sta. 1+00 • 1231 478 22.0 15.5 115.0 118.3 97.2 1232 Venado St. 22.'0 16.5 109.8 118.6 92.6 Sta, 20+00 1233 Venado St. 26.0 14.2 102.4 112.8 90.7 Sta. 20+00 1234 393 20.0 * 8.0 121.9 133, 1 91.5 • 1235 396 11.5* 6. 1 113.3 128. 1 88.4 Reworked 1236 399 9.0 * , 7.6 120.3 133.1 90.4 1237 480 8.0 19.6 102.4 111.2 92. 1 1238 389 52.5 * 7.8 125.8 138.2 91.0 1239 391 16.0 * 9.2 117.8 128. 1 91.9 --1240 455 51.0 12. 1 ' 75.7 117.7 64.3 Reworked 1241 Venado St. 2.0 13. 1 105.4 116.2 90.7 Sta. 2+50 1242 492 46.-0 16.5 107.6 . 117.7 91.4 1243 '65 22.0 *, 7. l' . 112.0 128. 1 87.4 Reworked --1244 Vengdo St. 2.0 16.6 100.9 111.'2 90.7 Sta. 4+00 1-245 481 8.0 29.3 91.0 107.2 84.9 Reworked 1246 63 13.0 * 6.0 120.8 133. 1, 90.7 1247 Venado St. '4.0 , 8.0 111.3 118.6 93.8 Sta. 4+00 '. e' 1248 492 48.0 21.8 ' 91.7 111.2 82.5 Reworked 1249 Rancho Santa' 4.0 11.0 104.6 114.7 91.2 Fe Road Sta. 179+00 1250 454 34,.0 8.3 103. 1 114.7 90.0 .. 1251 Venado St. 4.0 19.9 1.00.8 111.2 90.6 Sta. 1+50 1252 Rancho Santa 2'.0 8.6 101.7 111.2 91..4 Fe Road Sta. 176+00 11 1253 Rancho Santa 4.0 8.8 103.1 112.9 91.3 Fe Road Sta. 178+50 * Indicates Finished Grade • BENTON ENGINEERING. INC. • Project No. 74.:..5-2D T-38 February 4, 1977 ' La Costa Vale Unit Nos. 3 & 4 TABLE OF TEST,RESULTS (CONT.) Approx-Depth Maximum • imate qf Fill . Field Dry Dry Test' Location of Test Moisture Density Density , Percent No. Lot No. in Feet % dry wt I,b/cu ft Ib/cu ft Compaction Remarks 1254 Rancho Santa 2.0 8.3 102.5 112.9 90.7 • Fe. Road Sta. 178+50 1255 453 10.0 8.9 103.5 112.9 91.7 1256 453 ' 12.0 10.5 102.3 112.9 90.6 1257 453 14.0 8.9 105.9 117.7 90.0 • 1258 452 "6.0 13.8 100.6 1 n.2 90.5 1259 453 16.0 8.5 1.02.4 112.9 90.7 1260 416 2.0 15.4 108.3 ' 117.7 92.0 1261 417 1.0 29.8 "83.7 111.2 75.3 Reworked 1262 416 4.0 ' 20.5 97.1 107.2 90.6 1263 Rancho Santa 2.0 10.3 109.5 117~7 93.0 ., Fe Road Sta. 179+50 1264' Rancho Santa 2.0 14.1 109.1 117.7 92.7 Fe, Road Sta. '180+50 .' 1265 417 1.0 8.5 106.5 117.7 90.5 Ck on #1261 ,1266 454 1.1 21.5 102.1 111.2 91.8 1267 ,417 3.0 10.6 100.6 112.9 89.1 Reworked 1268 ' 454 3~.0 .14.7 111.2 117.7 94.5 1269 418 1.0 1.1. 1 105.3 116.2 90.6 .. 1270. 418 3.0 13.2 106.6 117.7 90.6 127\ 415 24.0 11.5 107.7 117.7 91.5 1272 ,415 28.0 14.6 102.0 112.9 90.3 1273 455 51.0 9.9 99.2 107.2 92.5 Ck on #1240 1274 455 53.0 16.4 100.6 111.0 90.6 • '1275 452 4.0 9.2 103.3 114.7 90.1 1276 452 6.0 7.7 103.7 114.7 90.4 1277 451 1.0 8.0 124,.5 138.2 90. 1 1278 Rc;mcho Santa 2.0 19.2 109.2 1l8!9 91.9 Fe Road .. 1279 Sta. 187+00 Rancho Santa 2.0 16.5 121.7 133. 1 91.4 Fe Road Sta. 190+00 1280 Rancho Santa 4.0 14.9 122.5 133. 1 92.0 Fe Road • Sta. 190+00 1281 Rancho Santa 6.0 4.6 114. 1 124.0 92 • .1" Fe Road Sta. 193+00 • BENTON ENGINEERING. INC. • Project No. 74-5-20 T-39 February 4, 1977 La Costa Vale UnJt Nos. 3 and 4 TABLE OF TEST RESULTS (CONT.) Approx-Depth ' Maximum imate of Fill Field Dry Dry Test Location of Test Moisture Density Density Percent No. ' Lot No. in Feet 0/0 dry wt, Ib/cu ft rb/cu ft Compaction Remarks 1282 4T7 3.0 10.3 109.6 '1l7.7 ' 93.1 Check on #1267 • 1283 417 5.0 7.9 106.2 114.7 92.6 1284 417 7.0 13.1 112.6 117.7 95.7 1285 Venado St. 22.0 27.1 89.5 107.2 83.5 T C? Be Re worked ' Sta. 1+00 1286 Venado St. 6.0 22.0 102.6 107.2 95.7 • Sta. 2+50 1287 '456 ' 48-.0 13.2 108.0 117.7 91.7 1288 484 52.0 12.3 112. 1 118.2 94.8 1289 46 25.0* 7.4 119.6 '128. 1 93.4 1290 44 18,.0 * 8.1 121.6 133. 1 91.3 • 1291 Venado, St. 8.0 22.2 100.0 109.0 91.7 Sta. 1+50 1292 Venado St. 8.0 21.3 104.1 113.4 91.8 Sta. 4+00 1293 457 2.0 7. 1 110.2 118.4 93. 1 1294 457 6.0 16..4 103.8 113.4 91.5 • 1295 481 8,.0 22.4 100.2 lQ9.,0 91.9 Check on #1245 1296 481 12.0 11.0 104.5 114.7 91.1 I 1297 483 45.0 19.0 103.9 111.3 93.3 I 1298 482 41.0 ' '17.6 107.0 117.7 90.9 1299 492 48.0 9.0 112.7' 118.6 95.0 Check on #1248 • 1300 479 46.0 12.9 101.5 111.3 91.2 1301 61 1-5.0 * 7.8 108.2 128. 1 84.4 ReWOrked 1302 57 17.0 * 8.5 126.8 138.2 91.8 1303 55 '23.0 * 6.8 115.1 128. 1 90.0 )3'04 53 32.0 * 15.2 104.2 128. 1 81.3 Reworked • 1305 51 32.0 * 8.2 122. 1 133. 1 91.7 1306 48 17.0 * 6.9 121.0 133. 1 90.9 1307 42 19.0 * 12. 1 115.9 128~ 1 90.5 1308 Venado St. 10.0 19.4 107.2 117.7 91.1 Ste. 2+50 • 1309 Esfera St. 2.0 17.9 102.4 114.7 89.2 To Be Reworked Sta. 11+00 1310 456 50.0 12.5 104.2 114.7' 90.8 1311 -Venado St. 12.0 14. 1 109.0 117.7 92.6 Std. ]+50 1312 ' Venado St. 14.0 18.2 107.5 , 117.7 91.4 1t Sta. 2+50 1313 Venado St. 12.0 ,,19. 1 104.2 114.7 90.8 Sta. 4+00 1314 48.1 16.0 16.5 105.8 117.7 90.0 " * Indicates Fini.shed Grade "' - BENTON ENGINEERING. INC. • Project No. 74-5-2D T:-40 . February 4, 1977 , . 1a Costa Vale Unit Nos. 3' and 4 TABLE OF TEST RESULTS (CONT.) Approx-Depth Maximum • imate of Fill . Field Dry Dry Test Location of Test Moisture Density Density Percent No. Lot No. in Feet % dry wt , Ib!cu ft ·Ib!cu £t Compaction Remarks 1315 481 20.0 15.9 101.6 107.2 94.8 • 1316 480 12.0 19.1 98.2 107.2 91.6 1-317 Venado Sf. 16.0. 17.9 102.4 ll3.0-90.6 Sta. 1+50 1318. Venado St. 20.0 18.0 104.8 114.7 91.4 Sta. 1"+50 ... 1319 478 26.0 20.2 106.4 117.7 90.4 1320 480 16.0 20.4 108.4 118.6 91.4 1,321 479 50.0 12.9 110.5 114.7 96.3 1322 40 . 1.5 * 4.0 86.5 128. 1 67.5 Reworked 1323 . . 478 30.0 13. O. ·103 . .4 114.7 90.1 • 1324 477 4.0 18. 1 103.4 1)3.4 91.2 1325 481 24.0 20.6 103.1 111.3 92.6 1326 480 20.0 18.2 106.8 . 115;3 92.6 1327 478 34.0 15.2 . 108.0 1·17.7 91.7 1328 Venado St. 24.0 11.7 113.7 117.7 96.6 Sta. 4+00 '. 1329 25 4.0 * 6.2 11-4.2 128.1 89.0 Reworked 1330 27 2.0 * 8.3 139.4 138:~2 100.-9 1331 469 22.0 14.4 100.3 1ll.3 90.1 1332 ,469 24.0 14.5 101.9 11E3 91.6 1333 470 1O~0 14. 1 98.2 107.2 91.6 • 1334 470 12.0 14.0 102.1 111.2 91.8 1335 471 6.0 17.0 98.8 107.2 92.2 1336 479 54.0 16.6 106.7 117.7 '90.9 1337 Venado St. 28.0 14.4 110.0 117.7 93.4- Sta.4+00, • 1338 477 8.0 17-. 1 101.5 111.2 91.2 1339 Venado St. 2.0 15.9 103.9 115.3 90.1 Sta. 8+00 1340 479 58.0 16.0 105.3 ll5.3 91.3 1341 Venado St. 6.0 17. 1 103~9 114.7 ·90.6 •• ·Sta. 8+00 1342 478 38.0 11.7 107.5 117.7 91.4 1343 29 6.0 * 9.3 127.8 138.2 92.5 1344 32 3.0 * 7.0 122.5 133. 1 92.1 1345 34 3.0 * 6.5 118. 1 133. 1 88.7 Reworked 1346 36 3.0 * 6.0 97.2 133. 1 73.0 Reworked 1347 38 1.5* 6.3 113,.3 133. 1 85.1 Reworked * Indicates Finished Grade BENTON ENGINEERING. INC. ' Project No. 74-5-20 T-41 February 4, T 977 • ,La Costa Vole Unit Nos .• 3 and 4 TABLE OF TEST RESULTS (CONT.) Approx-Depth Maximum .. imote of Fill Field Dry Dry Test Location of Test Moisture Density Density Percent No. Lot No. in Feet % dry wt Ib/cu ft Ib/cu ft Compacfion Remarks 1348 97 1.5* 6.8 124.1-133.1 93.2 .. 1349 69 1.5* 6.7 121.6 133.1 91.4 1350, 71 1.5* 6.3 119.0 130.7 91.0 1351 480 24.0 13.5 102.3 111.2 ' 92.0 1352 379' 62.0 15.8 102.9 111.2 92.6 1353 Venado St. 10.0 8. 1 109.9 117.7 93.4 • Sta. 8+00 1354 480 28.0 15.9 1-04.7 114.7 . 91.3 1355 481 28.0 14.9 104.7 114.7 91.3 1356 478 42.0 15.3 103.2 113.3 91.1 1357 477 '12.0 17.5 105.4 114.7 91.9 1358 Venado St. 14.0 9.0 109.0 117.7 92.6 .,. Sta. 8~0 1359 Venado St. 2.0 17.6: 107.7 117.7 91.5 Sta.6+00 1360 Venado St. 16.0 15.9 102.0 111.2 91.7 ,Sta. 4tOO • 1361 73 5.0 * 4.9 111.8 130.7 85.5 Reworked 1362 75 10.0 * 6.2 127.7 138.2 92.4 1363 n 24.5 * 5.9 118.5 130.7 90.6 1364 102 12.0 1:2.9 102.5 111.2 92.2 1365 94 12.0 13.9 100.7 110.9 90.8 • 1366 93 6.0 12.0 105.0 114.7 91.5 1367 113 a~o, 16.5 102.3 110.9 92.2 1368 ' 414 8.0 16.0 114.4 124.0 92.3 1369 4,14 "10.0 15.9 nO.3 117.7 93j 1370 414 12.0 '13.2 101.2 110.9 91.3 • 1371 Venado St~ 20.0 15.7 104.9 114.7 91.5- Sta.4+00 1372 105 14.0 ' 11.9 107.7. 117.7 ,91.5 1373 106 2.0 l4.0 102.8 109.0 94.3 1374 105 18.0 14.2 101.9 108.1 94.3 1375 114 16.0 20,.8 101.3 108.1 93.7 • 1376 112 2.0 15.5 . 108. 1 117.7 91.8 13n 11.3 12.0 13.5 100.4 107.2 93.7 1378 106 6.0 8.6 110.8 117.7 94~ 1 1379 414 18.0 9.2 119.3 128.0 ' 93.2 1380 4:14 20.0 5.4 114.8 124.0 92.6 • 1381 Rancho Santa 4.0 10.5 127.4 138.2 92.2 Fe Road Sta. 187+00 * Indicates Finished Grade BENTON ENGINEERING. INC. • Project No. 74-5-2D 'T-42 February 4, 1977 La Costa Vale Unit Nos. 3 and 4 TABLE OF TEST RESULTS (CONT.) . Approx-Depth Maximum • imate of Fill Field Dry Dry Test . Location of Test Moisture Density Density Percent N.o. Lot No. .in Feet % dry wt Ib/cu ft Ib/cu ft Compaction Remarks 1382 Rancho Santa 6.0 9.4 117.7 128.0 92.0 • Fe Road Sta .• 190+00 1383 Rancho Santa 8.0 10.3 113.8 121.4 93.7 Fe Road Sta. 193+00 • 1384 Rcmcho Santa 6'.0 10.7 114.6 121.4 94.4 Fe Ropd . Sta. 187+00 1385 Rancho Santa 8.0 11.7 114.5 121.4 94.3 Fe Road • S to. 19.0+00 1386 Rancho Santa 10.0 9.0 115.4 124.0 93. 1 Fe Road' Sta .193+00 1387 ' 94 16.0 15A 97.0 107.2 90.5 1388 93· 10.0 17.5 '97.4 107.2 90.9 • 1389 Rancho Santa 10.0 .13.0 112.7 121.4 92.8 Fe Road Sta. 190+00 1390 Ran ch 0 Santa . 12.0 12.3 '114.3 121.4 94.2 Fe Road • Sta. 190+00 1391 413 4.0 11.5 102.5 109.0 94.0 1392 '91 4.0 12.0 110.8 . 117.7 94.1 1393 92 2.0 14.7 98.3 107.2 91.7 1394 95 14.;0 15.6 105. 1 114.7 91.6 • 1395 94 20.0 ' 7.8 110. 1 117.8 93.5 1396 93 14.0 17.8 101. 1 107.2 94.3 1397 92 6~0 18.9 98.4 107.2 91.8 1398 95 16.0 15.3 103.6 113.4 ' 91.3 1399 112 6.0 18.7 101.9 107.2 95.1 • 1400 114 24.0 15.4 104.8 107.2 97.7 1401 79 17 ~O * . 9.6" 120.1 128.2 93.7 1402 81 15.0 * 6.0 115.8 128.2 90.3 ,1403 a3 14.0 * 5.5 .136.9 138.2 99.1 1404 346 1.5* '4.8 128.2 138,.2 92.8 1405 344 1.5 * 7.8 111. 1 119.4 93.0 • 1406 111 4.0 11.0 101.2 1'07.2 94.4 1407 110 2.0 16.2 ' 99.4 107.2 ' 92.7 1408 108 2.0 10.0 102.9 112.0 91.9 , * 'Indi~ates Finished Grade" • BENTON ENGINEERING. INC. Project No. 74-5-2D T-43 February 4, 1977, • La Costa Vale Unit Nos. 3 a~d 4 TABLE OF 'f.E$T RESULTS (CONT.) Approx-Depth Maximum • imate of Fill Field Dry Dry Test Location of Test Moisture Density Density Percent No. Lot No. in Feet % dry wt Ib/cu ft Ib/cu ft Compaction Remarks 1409 108 4.0 16.0 99.8 109.0 91.6 • 1410 112 10.0 15.0 102.2 112.0 91.2 , 1411 111 8.0 17.2 100.0 109.0 91.7 1412 112 '14.0 16.5 100.0 109.0 9-1.7 1413 111 12.0 11.0 99.9 107.2 93.2 1414 414 22.0 12.7 98.0 107.2 91.4 • 1415 113 16.0 13~ 1 108.0 114.9 94.0 1416 112 18.0 18~5, 103.6 109.0 95.b 1417 113 20.0 ,16.7 108~4 .114.9 94.3 1418 112 22.0 20.5 101.2 109.0 ' 92.8 1419 94 22.0 16.2 100.9 109.0 92.6 ]420 93 16.0 18. 1 100.3 109.0 92.0 • 1421 92 10.0 10.0 97.0 107.2 90.5 1422 106 10.0 15.0 100. 1 109.0 91.8 1423 93 18.0 17.5 97.4 107.2 90.9 1424 105 22 •. 0 16.8 101.3 109.0 92.9 1425 lOt? 14.0' 19.6 98.2 109.0 90. 1 if 1426 107 4.0 10.5 102.0 109.0 93.6 1427 114 26.0 18.2 104.5 114.9 90.9 1428 113 24.0 18.5 104.6 114.9 91.0 1429 413 6.0 16. 1 '102.5 112.0 91.5 1430 412 2.0 16.5 101.7 112.0 90.8 • 1431 342 1.5* 5.9 115.0 124.0 92.7 1432 340 1.5* 5.2 125.9 133.4 94.4 1433 338 1.5 '* 5.8 r27.5 138.2 92.2 1434 336 6.0 * " 5.7 125.9 138.2 . 91.1 1435 334 1.5 *. 6.0 124.2 133.4 93.1 • 1436 332 1.5* 5.9 127.1 138.2 92.0 1437 111 16.0 16.9 97.3 107.2 90.8 1438 109 3.0 15.7 99.8 107.2 93. 1 . 1439 414 24~0 .18. 1 99.0 109.0 90.9 1440 413 8.0 17.5 98.6 107.2 92.0 1441 111 20.0 21.9 99.9 109.0 91.7 • 1442 110 6.0 20.4 98.3 109.0 90.2 1443 85 4.0 19.2 101.3 109.0 92.9 1444 108 8.0 18. 1 104. 1 114.7 90.8 1445 110 '10.0 19.9 100. 1 109.0 91.8 1446 85 8.0 18.4 101.4 109.0 93.0 • 1447 76 29.0 * 7.3 128.0 138.2 92.6 1448: . 330 6.0 * 9.2 1'25.8 138.2 91.0 1449 328 7.0 * 9.0 122. 1 133,.4 91.5 1450 311 24.5 * 8.2 120.2 133.4 90.1 • * Indicates Finished Grade BENTON ENGINEERING. INC. , Project No,. 74-5-2D T-44 Feb,"uary 4, 1977 • " . La, Costa Vale Unit Nos. 3 and 4 TABLE OF TEST RESWLT5 (CONT.) Approx-Depth Maximum • imate of FiLl Field Dry . Dry Test location of rest Moisture Density Density Percent No. Lot No. in Feet % dry wt Ib/cu ft Ib/cu ft Compaction Remarks 1451 . 109 7.0 l8.5 100.3 109.0 '92.0 • 1452 ,412 4.0 17.0 101.6 111.0 91.5 1453 111 24.0 21.0 97.2 107.2 90.7 1454 110 14.0 20.4 101.0 109.0 92.7 1455 111 28.0 ' 20.8 101.5 109.0 93. 1 1456 84 2.0 12.7 103.5 t 14.7 90'.2 • 1457 10~ 12.0 22.6 99.3 109.,0 91.1 14!?8 109 11.0 . 2'1.4 100.7 109.0 92.4 1459 110 18.0 20.2 102.7 109.0 94.2 1460 85 12.0 19.1 102.9 109.0 94.4 1461 111 32.0 18.2 101.6 109.0 93.2 , 1462 84 6.0 15.4 103.4 114.7 90.1 a 1463 312, 26.0 * 6.3 123 .. 5 133.4 92.6 ' 1464 . , 314 18.5 * 4.8 121.4 133.4 91.0 1465 ,107 6.0 . '14.5 105.3 114.7 91.8 1466. 107 8.0 . 15.3 105.2 114.7 91.7 ]467 89 2.0 14.4 1'05.0 114.7 91.5 • 1468 89 4.0 17.7 102.5 110.9 92.4 1469 , 91 8.0 16.9 103.9 110.9 93.7 1470 91 12.0 18.5 103.5 110.9 93.3 1471 ' 326 1.5* 3.4 137. 1 1'38.2 99.2 1472 328 7.0 * 4.9 126.5 138.2 91.5 1473 330 6.0 * 4.7 116.7 128. 1 91.1 1474 441' 20.0 * 12. 1 107.4 117.7 91.2 ,1475 442 19.0* 11.3 112.4 117.7 95.5 '1476 443 22.0 * 13.3, 107. 1 114.7 93.4 1477 1 47.0 * 7.2 118.9 128. 1 92.8 1478 17 ' 16.0 * 8.2 117.2 128. 1 91.5 1479 309 24.5 * 7.0 118.8 128. 1 92,.7 1480 15 18.0 * 5.7 122.3 133.4 91.7 1481 92 14.0 , 21.4 97.2 107.0 90.8 1482 Venado St. 28.0 22.5 99.3 107.0 92.8 Sta.4+00 a 1483 477 16.0 15.9 106.0 115.3 91.9 1484 Venado St. 18.0 12.7 107.9 118.3 91.2 $ta. 8+00 1485 Veriado St. 6.0 14.5 ' 104.5 114.7 91. 1 St. 6+00 :t 1486 " 316 15.0 * '3.7 127.0 138.2 91.9 lA87 318 13.0 * 5.4 126.6 138'.2 91..6 1488 320 7.0 ~ 4.5 128.4 138.2 92.9 .;. Indicates Finished Grade -. BENTON ENGINEERING. INC. Proi~ct No. 74-5-2D T",,45 February 4, 19(7 • " La Costa Vale Unit Nos". 3 and 4 TABLE OF TEST RESULTS (CaNT.) Approx-Depth Maximum • imate of Fill Field Dry Dry Test Location of Test Moisture Density Density . Percent No. Lot No. in Feet % dry wt Ib/cu ft I.b/cu ft .Compaction Remarks 1489 322 2.0 * 6~2 124. 1 133.4 93.0 1490 324 1.5 * . 6.7 124.3 1"33.4 . 93.2. 1491 307 17.0 * 5.9 124.8 133.4 93.6 1492 301 3.0 * 8.6 121.0 133.4 90.7 1493 .297 6.0 * . 7.2 112.0 124. 1 90.2 1494 427 2.0 * 9.5 104.3 114.7 90.9 • 1495 ·426 1.0* 7.6 112.5 117.7 95.6 1496 425 .1.5 * 16. 1 106.0 117.7 90.1 1-497 424 1.5* 10.8 103.5 114.7 90.2 1498 423 2.0 * 15.4 104.8 116.2 90.2 1499 422 1.0* '11.2 109.3 117.7 92.9 1500 421 1.0* 8.8 99.9 114.7 87. 1 . Reworked • 1501 303 6.0 * 5.9 124.0 133.4 93.0 1502· 299 6.0 * 6 .• 7 119.4 .128. 1 93.2 1503 .448 32.5 *. 12.5 106.7 . 114.7 93.0 1504 449 18.0 * 11.7 101.2 114.7 88 .• 2 Reworked 1505 450 10.0 * 21.1 113.6 117.7 96.6 • 1506 451 1.5* 17.8 W4.7 114.7 91.3 1507 418 5.0 * 20.2 97.5 111.0 87.8 Reworked 1508 453 20.0 * 11. 1 105.0 114.7 91.5 1509 ' 420 2.0 * 8.0 114.5 117.7 97.3 1510 419 2.0 * 8.9 102.1 114.7 89.0 Reworked 1511 305 8.0 * 6.6 118.9 133.4 89. 1 Reworked 1512 444 22.0. * 12. 1 104.9 114.7 91.5 1513 . 445 22.0 * 11.2 104. 1 111.2 93.6 1514 446 22.0 * 11.0 104.9 111.2 94.3 1515 447 31.0 * 11. 1 105.1 111.2 94.5· ~ }516 452 7.0'* .10. 1 105.2 111.2 94.6 1517 Rancho Santa 14.0 13.2 98.4 107.2 91.8 Sta. 190+00 Fe Road 1518 Rancho Santa 8.0 15.8 99.1 107.2 92'.5 Sta. 187+00. . Fe Road • 1519 Venado St. 32.0 17.8 109.5 117.7 . 93.0 Sta. 4+00 . 1520 . Venado St. 22.0 13.8 110.3 117.7 93.7 . Sta. 2+50 1521 Lot No. 492 2.0 14~9 100.4 1-.11.2 90.3 Upper Terrace 1522 Lot No. 492 4.0 14.5 104.0 114.7 90.7 Upper Terrace * Indicates Finished Grade -. BENTON ENGINEERING. INC. Proi,ect,No. 74-5-2D T-46 , ' February 4; 1977 .' . La Costa Vale Unit Nos. 3 and 4 .. ' TABLE OF TEST RESUL TS (CaNT.) Approx-Depth Maximum • imata of Fill· Field Dry Dry Test Location of Test Moisture Density Density Percent No. Lot No. in Feet % dry wt I b/cu ft Ib/cu ft Compaction Remarks 1523 Lot No. 492 6.0 16.9 106.5 117.7 90.5 .. Upper Terrace 1524 453 22,.0 * 6.4 110.2 117.7 93.6 1525 :454 36.0 * 9.2 110.3 117.7 93~7 ,1526 455, 54.5 * 10.3 105.8 114.7 92.2 1527 Vanado St. 36.0 15.5 107.4 117.7 91.2 • Sta • .4tOO 1528 Lot Nq. 492 8.0 12.9 105.0 114.7 91.6 Upper Terrace 1529 456 52.5 * 16. 1 104.0 114.7 90.7 1530 457" 10.0 16.3 . 106.4 117.7 90.4 1531 Rancho Santa 28.0 19.4 103. 1 111.2 92J • Fe Road S~a.178+50 1532 Rancho 'Santa 8.0 15.4 107.5 117 • .7 ' 91-.3 Fe Road Sta. 180+50 1533-415 28.5 * 10. 1 113.9 117.7 96.8 1534 416 6.9 * 10.6 106.0 117.7 90.0 1535 417 '9.0'* 12.3 108.4 ll7.7 92. 1 1536 102 15.0 * 14.6 103.9 114.7 90.6 1537 101 16.0 * 12.9 106.2 117.7 90.2 1538 Lot 492, South 2.0 21.5' 101.5 111.2 91.3 End of. West Slope Area 1539 Lot 492, Norfh 4.0 21.6 104.6 114.7 91.2 , End of West .' Slope Area 1540 Lot 492, South 6.0 20.8 102.5 111.2 ,92!2 End of West Slope, Area 1541 100 17.0 * 15.7 105~4 ] 14.7 91.9 1542 99 6.0 * 14.5 106.6 114.7 92.9 ~ 1543 . 98 1.5* 15.3 106.9 113.2 94.4 1544 97 1 ~5 * 12. 1 107.2 116 ;2 92.3 1545 96 12.5,* 12. 1 106. 1 114.4 92.7 1546 ' 95 18.5 * 17. 1 101. 1 111.0 91.1. 1547 94 22.,5 * 19.0 104.0 114.7 90.7 ' • 1548 '413 10.5 * 12.7 102.2' 118.2 86.5 'Reworked 1549 111 34.0 * 14.5 106.3 114.7 92 • .7 1550 110 22.0 * 14. 1 103.7 114.7 90.4' * Indicates Finished Grade BENTON ENGINEERING; INC. Project No. 74-5-2D T-47 February 4, 1977 • La Costa Vale Unit Nos. 3 and 4 TABLE OF TEST RESULTS (CONT.) Approx-Depth Maximum • imate of Fill Pield Dry Dry Test Location of Test Moisture Density Density Percent No. Lot No. in Feet % dry wt Ib/cu ft Ib/cu ft Compaction Remarks 1551 109 15.0 * 15.8 104.7 . 114.7 91.3 • 1552 . 108 15.0 * 16.5 108.4-117.7 92. 1 1553 84 10.5 * 16. 1 100.7 107.2 93.9 1554 85 12.5 * 15.6 107.0 117.7 90.9 1555 411 23.0 * 14.0 102.0 111.0 91.9 1556 7 11.0 13.3 115.2 126.3 91.2 • 1557 7 15.0 12.8 114. 1 126.3 90.3 1558 407 27.0 * 12.0 112.8 119.3 94.6 1559 408 25.0'* 13.5 111.8 119.3 93.7 1560 409 22.0 * 14. 1 106 •. 2 117.7 90.2 1561 113 26.0 * 13.9 110.2 117.7 93.6 1562 112 26.5 * 12.5 117.2 128.2 91.4 • 1563 107 11.0* 14.7 109.6 118.9 92.2 1564 469 25.0 * 11.8 108.8 118.9 91.5 1565 470 13.0 * 12.6 113.2 120.0 94.'3 1566 471 . 8.0 * 11.9 102.2 114.9 88.9 Reworked 1567 403 2.0 * 13.6 106.0 117.7 90. 1 • 1568 402 5.0 * 9.9 112.2 120.0 93.5 1569 404 1.5* 10.6 103.9 114.9 90.4 1570 405 1.5* 14.8 104.4 114.9 90.9 1571 5 34.0 10.5 124.6 133.4 93.4 1572 6 30.0 10. 1 123.6 133.4 92.7 • 157'3 8 4.0 12.5 119.4 12.8. 1 93.2 1574 " 13 4.0 6.9 127.3 138.2 92.1 1575 12 6.0 11.7 126. 1 138.2 91.2 1576 11 2.0 11.3 123.5 133.4 92.6 1577 11 6.0 8.6 122.6 l33.4 91.9 • 1578 11 8.0 8.5 128.8 138.2 93.2 1579 414 22.0 * 11.9 1-02.8 111.0 92.6 1580 412 6.0 * 14. 1 111.5 119.3 93.5 1581 406 24.0 * 14.5 99.5 107.2 92.8 1582 410 18.0 * 15.6 108.8 119.3 91.2 1583 103 2.0 * 15.0 103.3 114.7 90.1 • 1584 104 2.0 * 14.5 110.0 119.3 92.2 '1585 114 29.0 * 15.6 105.9 114.7 92.3 1586 105 26.0 * 12.4 108.0 117.7 9'1.8 1587 106 17.0 * 16.5 106.2 ' 117.7 90.2 1588 93 20.0 * 16.0 105. 1 114.7 91.6 » 1589 92 16.0 * 17.2 98.0 107.2 91.5 1590 91 14.0 * 16.7 104.7 114.7 91.3 * Indicates Finished Grade • BENTON ENGINEERING. INC. ' Proi~ct No. 74-5-2D T-48 February 4, 1977 , • .. La Costa Vale Unit No~. 3 and 4 TABLE OF TEST RESULTS (CONT.) Approx-Depth Maximum • imate of Fill FieJd Dry Dry Test Location of Test Moisture Density Density Percent No. Lot No. in Feet % dry wI' Ib/cu ft Ib/cu ft Compaction Remarks 1591 90 5.0 * 16.7 105.0 114.7 91.5, • 1592 89 6.0 * 15.7 107.0 1 J4.7 93.~ 1593 88 '2.0 i: 11.0 98.6 114.7 86.0 Reworked 1594 87 2.0 * 16.1 99.7 114,.7 86 .• 9 Reworked 1595 86 2.0 * 15.9 97.6 114.7 85.0 Reworked 1596 4.92 10.0 * 12.4 106.5 117.7 90.5 Upper Level • '1597 492 50.0 * 26.4 87.1 109.9 79.3 Reworked 1598 477 1.6.5 * 14. 1 106.5 117.7 90.5 1599-478 43.0 * 10.3 110.6 117.7 94.0 1600' 479 65.0 * 11.7 110.0 1,17.7 93.4 1601 483 42.0 13.8 . 107.{' 114.7 93.8 ]a 1602 482 47.0 16.2 109.0 117.7 ' 92.6 1603 484 54.0 12.4 n5.2 118.6 97.1 1604 3 36.0 * 7. 1 110.2 128.1 86.0 R(3worked 1605 5 35.0 * 6.1 12.4.3 138.2 90.0 1606 7 20.0 * 5.8 124.2 133.1 93.3 1607 11 10.0 7.6 124.3 13,8.2 90.0 • 1608 12 ' 9,.5 i: 6.2 127.8 138.2 92.5 1609 11 13.0 * 7.1 124.5 138.2 90.1 ·1610 13 7.0 * 10.6 121 • 1 133.1 91.0 16.11 9 2.0 * 9.2 118.3 128.1 92.3 1612 480 30.0 * 6.6 110.4 117.7 93.8 » 1613 481 30.0 * 10.2 109.3 117.7 92.9 , , 1614 471 8.0 * 1 0.2 l08.S 114.7 94.6 Ck on #1566 1615 2 45.0 ,~ 7.5 115.9 12.8. 1 90.4 1616 4 34.0 * 7.1 129.0 138'.2 ' 93.3 1617 6 32.0 * 7.7 117.0 128.1 91.3 :It 161$ 8 8.5 * 7.7 117.5 128.1 91.7 ' 1619 10 2.0 * 8.4 117.4 128.1 91.7 1620 14 21.0 * 7.6 117.6 128.1 91.8 1621 396 11..5 * 9.9 114.6 122.9 93.2 Ck on #1235 1622 305 8.0 * 6.9 122.4 133.1 92.0 Ck on #1511 ~ 1623 3 36.0 * 9.8 123.1 133.1 92.5 ' Ck on #1604 ]624 16 18.0 * 8. i 123.1 133.4 92.3 1625 19 25.0 * 10. 1 123.7 133.4 92.7 1626 21 26.0 * 10.9 117.2 128.1 91.5 1627 23 22.-0 * 7.7 120.7 133.4 90.5 1628, 26 2.0 * 9.1 112.7 121.4 92.8 1929 28 8.0 * ,10.3 120.6 133,.4 90.4 1630 30 4.0 * 12.1 125.2 133.4 93.9 * Jndicates Finished Grade ::J BENTON ENGINEERING, INC. Proi~ct No. 74-5-2D T-49 Februdry 4, 1977 • . La Costa Vale Unit Nos. 3 and 4 TABLE OF TEST RESULTS (CONT.) Approx-Depth Maximum • imate of Fill Field Dry Dry Test Location of Test Moisture Density Density Percent No. Lot No. in Feet % dry wt Ib/c"u ft Ib/cu ft Compaction Rem<:!rks 1631 34 3.0 i." 6.7 127.8 138.2 92.5 Ck on 111345-• 1632 36 3.0 * 8. 1 120.4 128.1 94.0 Ck on #1346 1633 38 1.5* 8.2 119.6 128.1 93.3 Ck on #1347 1634 40 1 .5 ,~ 7.1 123.7 133.1 92.9 Ck on #1322 1635 Fosca $t. ... 2.0 ** 7.5 115.1 126.0 91.4 Sta. 17+50 • Sewer 1636 Fosca St. -3.0 ** 27.6 94.6 117.7 80.4 To Be Sta. 16+30 Reworked Water - 1637 Fosca St. -2-.5 *,~ 13.4 125.9 138.2 91.1 • Sta. 15+25 Sewer 1638 Fosca St. _2.0*-1: 12.3 112.0 122.9 91.1 Sta. 11+00 Water 1639 Fosca SI". -2.0 ** 12.6 117.0 128.0 91.4 It Sta. 9+90 Sewer 1640 Fosca SI". -2.5 ** 16.0 113.4 122.9 92.3 Sta. 7+50 Sewer • 1641 Cadencia St. -2.0 ** 8.2 135.4 138.2 98.0 Sta. 39+50 Sewer 1-642 Perdiz SI". ... 2. a ** 23.3 84.8 114.7 73.9 To Be Sta. 3+00 Reworked Water 1643 Perdiz St. -2.0** 27.0 81.2 114.7 70.8 To Be $ta. 1+75 Reworked Water 1644 Perdiz St. -3.0 *-J: 11.4 113.8 128.1 88.8 --Sta. 0+50 Water 1645 Cadencia St. -3.0 H 7.0 -115.0 128.1 89.8 Sta.48+10 Sewer 1646 Cadencia St. -2.3 ** 21..1 91.2 114.7 79.5 To Be Sta. 48+25 Reworked Water * Indicates Finished Grade "k* Indicates Depth Below Finished Grade • BENTON I::NGINEERIIIIG. INC. Proh~ct ,No. 74-5-20 T-50 February 4, 1977 • , ~aCosta Vale Unit Nos. ,3 and 4 TABLE OF TEST RESULTS (CaNT.) Approx-Depth Maximum • irhate of Fill Field Dry Dry rest ' Location ' orTest Moisture DensiJy Density Percent No. Lot No. in Feet 0/0 dry wt Ib/cu ft Ib/cu ft Compaction Remarks 1647 Cadencia St • ...;3.40 ** 5.3 109.6 128.1 85.6 • Sta. 51+00 Sewer 1648' C adencia St. -3.5 ** 5.7 124.1 133.4 93.0 Sta. 53+50 Sewer • 1649 Cadencia St. -3.0 ** , 18.7 104.8, 117.7 89.0 Sta. 56+00 Water 1650 Cadencia St. -2.0 ** 6.8 115.8 128. 1 90.4 Sta.46+00 • Sewer 1651 Cadencia St • .:.3.0 ** 4.6 123.7 133.4 92.7 Sta.60+00 Sevycer 1652 Cadencia St. -2.0 ** 10.2 115.6 128.1 90.2 Sta. 58+00 • Sewer 1653 Cadencia St. -3. 1 ** 7.2 120.8 133.4 90.6 Sta. 59+70 Water 1654 Cadencia St. -2. 1 ** 21.1 99.5 114.7 86.7 • Sta. , 54+00 Water 1655 Cadencia St. -3'.0 ** 15.0 98.9 114.7 86.2 Sta. 51+50 Water » 1656 Esfera St. ... 2.0 id: 14.2 94.6 114.7 82",5 To Be Sta. 41+00 Reworked Water' 1657 Esfera St. -3.5' ** 9.1 109 .4 121.4 90.1 Sta.40+25 » Sewer 1658 Esfera St. -3.1 ** 6.9 108.9 121.4 89.7 'Sta. 38+00 Sewer 1659 Esfera St. -3.0 ** 9.9 107.8 114.7 94.0 .' Sta.37+00 Water' ** IndicQte's Depth BelC?w Finished Grade .' BENTON ENGINEERING, INC. Project No. 74-5-2D T-51 February 4, 1977 • , La Costa Vale Unit Nos. 3 and 4 TABL.E OF TEST 'RESULTS (CONT.) Approx-Depth Maximum • imate of Fin Field Dry Dry Test Location of Test Moisture Density Density Percent No. Lot No. in Feet % dry w.t lb/cu ft lb/cu ft Compaction Remarks 1(>60 Cadencia St. -3.4 ** 8.2 113.6 121.4 93.6 • Sta. 65+00 Sewer 1661 Cadencia St. -3.1 ** 5.7 116.7 133.4 87.5 Sta. 62+38 Sewer • 1662 405 1.5* 8.1 110.5 118.6 93.2 Ck on #1170 1663 61 ' 15.0 * 4.'3 117.0 128.1 91.3 Ck on #'1301 1664 396 11.5 * 6.6 119.3 128.1 9~ .1 Ck on #1235 1665 65 2.2 * 7.1 119.9 128.1 93.6 Ck on #1243 1666 41'3 10.5 * 5.0 108.3 ~118.6 91.3 Ck on #1548 • 1667 449 18.0 * 6.4 114.9 120.0 95.8 Ckon #1504 1668 418 5.0 * 8.4 109.6 111 .0 98.6 Ck on #1507 1669 419 2.0 * 13.6 106.7 114.7 93.1 'Ck on #1510 1670 421 1.0* 9.9 110.9 114.7 96.7 Ck on #1500 1671 25 2.0 8.4 1l9.9 133.1 90.0 Ck on #971 1672 25 4.0 ,~ 17.3 110.3 121.4 90.9 Ck on #1329 • 1673 53 32.0 * 8. 1 121.6 133. 1 91.4 Ck on #1304 1674 73 ' 5.0 "I: 10.9 112.3 121.4 92.5 Ck on #1361 1675 87 ' 2 •. 0 * 9.0 111.0 117.7 94.3 Ck on #1594 1676 88 2.0 'I, 9.9 105.5 114.7 92.0 'Ck on #1593 1677 8,6 '2.0 * 14.7 106.0 114 . .7 92.4 Ck on #1595 • 1678 Easement 2.0 12.7 ' 104.~ 114.7 91.2 OpP. Lot 89 1679 Easement 4.0 12.4 103.8 114.7 90.5 Opp. Lot 89 Ck on #1597 1680 492 50.0' 01: 20.7 99.3 '109.9 90.4 » 1681 Storm Drain -5.0 ** 16.5 112.4 121.4 92.6 Lot 470 1682 Baio Ct. -2.0 ** 9.7 60.8 133.4 ' 45.6 To Be Sta. 0+50 Reworked Sewer 1683 Ba.io Ct. _2.0,H 11. 1 116.4 128.1 90.9 • Sta. 0+20 Sewer 1684 Bajo Ct. -2.0 ** 23.8 98.2 ll4.7 85.6 Sta.1+20 Water • 1685 Baio Ct. ~3.0 **', 10.6 116.2 '128.1 90.7 Sta. 2+05 Sewer * Indicates Finished Grade • ** Indicates Depth Below Finished Grade BENTON ENGINEERING, INC. Proi~ct No. 74-5-2D T-52 February 4, 1977 • • La Costa Vale 'Unit Nos. 3 and 4 TABLEOF TEST RESULTS (CONT.) Approx-Depth Maximum • imate of Fill Field Dry Dry Test Location of Test Moisture Density Density' Percent No. Lot No. in Feet '% dry wt Ib/cu ft Ib/cu ft Compaction Remarks 1686 Esfera St. -2.0 ** 15.3 99.0 121.0 82.0 To Be • Sta. 32+60 Reworked Water 1687 Esfera St. ... 3.0 ** 22.4 99.7 114..7 87.0 Sta. 28+75 Sewer • 1688 Esfera St. -2.0 ** 15.5 108.7 124 .. 1 87.6 Sta. 25+50 Water 1689 Fosca' St. -2.5 ** 18.0 100.8 114.7 87.9 ' Sta. 4-1-00 Water • 1690 Fosca St. -2.0 ** 16.1 96.6 114.7 84.2 To Be Sta. 1+49 Reworked 'Sewer 1691 ' Fosca St. ... 3.0 ** 11.2 110.0 125.1 87.9 Sta. 3+00 • Sewer 1692 Fosca St. ... 2.5 ** 20.6 100.6 114.7 87.7 Sta. 6+50 Water 1693 La Costa ,-3.0*~' 16.8 106.3 12,1.4 87.6 • Ave. Sta. 106+60 ' Storm Drain 1694 La COsJa -3.0 ** 17.2 ' 109.1 121.4 89,.9 Ave. • Stq. 109+50 Storm Drain 1695 La Costa -3.0 i,* 17.5 105.0 121.4 86.5 Ave. Sta. 110+00 • Storm Drain 1696 Between Lots -"3.0 *-J, 12.7 98.9 128.1 77.2 To Be 366 & 367 -Reworked Sewer· 1697 Between Lots ... 3.0 ** 11.9 118.6 133.4 88.9 To Be 366 & 367 Reworked • Sewer' ** Indicates Depth Below Finished Grade t, BENTON ENGINEERING. INC. -Pr9i~ct No. 74-5-2D T-53 February 4, '1977 , La Costa Vare Unit Nos. 3 and 4 TABLE OF TEST RESULTS (CONT.) Approx-. Depth Maximum -imate of Fill Field Dry 'Dry Test Location of T-est Moisture Density Density Percent No. Lot No. in Feet % dry wt Ib/cu ft lb/cu ft Compaction Remarks 1698 Between Lots -6.0 ** 13,.7 93.9 128.1 73.3 To Be -366 & 367 Reworked Sewer 1699 Between Lots -9.0 ** 14.6 86.5 133;4 64.8 To Be 366 & 367 Reworked Sewer 1700 Between Lots -2.0 ** 14.3 102.8 128.1 80,.2 To Be 364 & 365 Reworked Storm Drain 1701 Be tween Lots -4.0 ** 12.8 87.0 121.4 71.6 364 & 365 -. Storm Drain _. 1702 ·8 8.5 * 6.1 119.8 128.1' 93.5 oJ, Indicates Finished Grade ** Indicates Depth Bel.ow Finished Grade .' BENTON ENGINEERING. INC. II ProjeG:t, No. 74-5-2D La Costa Vale Unit Nos. 3 dnd 4 L-l February 4, 1977 LABORATORY TEST RESULTS , , The maximum dry densities and optimum moisture contents of the maiQr fill materials as deter- mined by the A.S. T .M. D 1557-70,lJ1ethod, that uses 25 blows of a 10 pound rqmmer falling from a height of 18 inches on each of 5 layers in a 4 inch diame~er1/30 cubic foot, compaction cyli-nder ,are presented as follows:' , Soil Description Light brown fine sandy clayey gravel Dark brown gravelly clayey silt Brown sandy clayey gravel Light red brown silty fine sand with clay binder Red brown fine to coarse sandy clay Light brown gravelly silty clay Yellow,brown fine to medium sandy clay Light red brown fine to medium sandy clay Light gray and red brown fine sandy clay ,Light brownish gray silt' Light yenow brown clayey fine sand Yellow brown silty very fine to fine sand Clive gray silty clay Light gray with yellow streaks clayey fine sand Light brown and light gray slightly silty fine sand Light gray clayey fine sand Red brown silty fine sand' Gray brown fine to medium sandy clay Light brown and gray fine sandy clay Dark brown fine sandy clay , Gray brown slightly silty fine 'to coarse sand Ltght brown and gray brown silty sand with clay binder Red brown clayey fine to medium sand YeLlow brown fine sa,ndy silt' Light brown silty fine to medium sqnd Light yellow brown silty fine sand Dark brown clayey fine to coarse sand' Light brown silty fine sand with clay binder , Light yellow brown silty very fine to fine sand Light brownish gray si-It Light gray silty very fine to fin~ sand Light gray brown silty clay Brown 'gravelly slightly silty fine to coarse sand Light grciy brown silty fine sand SENTON ENGINEERING, INC. Maximum Dry Density' Ib/cu ft T24.0 112.8 128.0 114.7 121.5 125.1 118.6 121.4 115.3 107.2 114.3 117.8 .109.0 111.2 113.3 115.1 119.3 119.1 115.4 1l8.4 138.2 113.0 127.8 117.6 118.5 117.1 128.1 118.3 117.7 107.2 118.4 114.9 133.4 120.0 Optimum Mois- ture Content % dry yvt 12.5 13.4 9.7 13.4 11.9 11.4 13. 1 11.7 12.7 19.3 13'.6 ' 13.2 _ 18.5 15.3 14.2 13.5 11.7 13,.7 13.4 11.4 7.6 15.5 10.2 13.5 12.0 12.2 10.6 11.9 12.4 19.0 13.5 13.5 8.6 13.5 Z-E. I ' FORM 366 PAWCO '.; .' . /. -" '" ~. ~----.. - ---.-....... ~-.,---. , , \ ":"~~ ,~"" 'O.K o ,... ... ...- C X' .Ie';' = • S 0,)( 3. G,":; /. ~ w , " .. -,-.. ~ RICK ENGINEERING COMPANY I ~~AC~II~~LC~~~V~W~~.' • 5620 FRIARS ROAP SAN PIEGO ,CALIFORNI'A 92110· . - " • , .. - : , .. , , 1 ' •,' . ' -' . Date 4-,15 -73 Job No 5~47 , Page No :5 0/ ~". ORA/AlA~r rALc:c:; , : " £-F " ' -··48,1 PJPE , '" , A ::: , - tP = 300.4' (' S::J N'lh.-<?S''.. .:oJ..".,. J t::I ;.... ./Ilbfhl ntJ ,added) ch d .~'c21 , .. J f :.. .' " ., S -~.~4· " . , -.-. .. -/_. . 0= 3's. 58 X 40. G )( r?/.ZO· = 3/Z.~ c;J~' ,( C;./( ) -.-, I,' :: " " . te-l d ~!v. ". '. 'F-<::; -54'f PIPE Q:: • .- " , , A -:: 34 ac /,C; ~/.l = 4f?J.B .:5or;,.4 65~, . .a cl's (i"J -)( + :: - . 1 ) rJ 4. c,' .' f , -:: " '.' S ~ 0,04 " " : " q = 38.58 X 55'· .5 x .ze>.:t -4Z8 c,/s 0.1( - .. ~ .-.7 IG -f.! ~ , ! . , . 54'! PIPE ~':.L .... t:_~ ::. .. --'/ ... , 4 v~ .. !~i"'" I ' .i A ::; /0.7 de. '? ('V 'Goo tr.~ (D-: I. C, X 10/ 7 :-.1 7. I +-35~" z·:' = 373.(3' CL5 'd %: ..,. 1~,~'f , , d .4-.6 , I (>N .-'~ t:=', ~113:,.3 .. bt;Hl) , •. J-r'" -~ --I' -.. i; :: 3.4 -S'~ v(,{(l') ~, ~ 'lor. 4 -• ~e 0.4 . . 0= 1248. ,3 c/o;. C/./( . .. ~8;G8 x S5.~x .58'3 :::.. <.-if, ( >. Ar-eA -~C.A ~ ttl ... Arbt~ ,.q~ 4-C"WJ. w) -:: (.q~ ~ .. F.' .,.-I d'v , ~ .. '" .., "l."t. -.;' I~ 0 V:. .--~ c..s:> z. . ~ r..r;> --: "f ?C\'~ , , , v-.. ~11-L....,. ., r ,_ "'t._~"\. .o~ . A .... -.'--, '4 .~. Pc:. -L : 7 /' ..... \ ~ " ___ , "'~i~ ~ ,A. II " 9c:...:. . ~ l \of''' ~ J-" g , J • -~, - " , 'FORM 366 DAWCO . ' RRCK . ENGINEERING COMPANY I ~~A~~11~1~~~!'I~rj~J~.'·:.'; " 5620 FRIARS ROAO SANDIEGO CALIFORNII\ ~2'~'10" ~ < " .," ,---.--~--.. ~ -~ --~-------,---------...-~ --~ ---......,.-... ~ -.-~ -.. -~ ..... -~-~-.. -----.:..--".------.~. --... ~-,---~--....... .,:;.--.------... -,,-~ .. ~-.. ~".. , . , ' ',e '. ... Date 4-/~ --73 " . , '·p~ge No.4 o,L ~ 'Job No. 3~4-7 Otz:4/,NAGc CALcS ' . . , " , ' , , . . " , ., .. C.:::::.. 5-0 'Tr.. e ~-5 --1-/0 /5·, ( .. , i j, . ,.-• I • ~ •• I_, =-Z. 7 --So f/e;;;r c rft'rm ~ ~ 0.0/2 £cP .£o/./;;t / ' VI nr eX .Ir~ -~50 )( Z .. Z = ~_35 (CO~6~)' -...., / '. .'1,. , •• <,!~ .~ , --; ':Y. u-v. "/8 /I PIPE A /O,,<P,·ac ,,, , ::. ~ 0 :: /.35 X LO~.t4 =-/..443 c,E-5 J , = 1, Sl 7- .. S ::;; C2.JK?'4 : • J -f . i . . , " .' . , , " . ~. -' . ...... .. _.:....t-_ .... ---4':::-313>S"8'X ·z~;;; , x (f'/. Zfj'-3~ -.za;~3' ' c..£<; , (?);K. . '" ..y, \J -\,,j Z4 11 PIPE .. ~ A = Z3. t;, 8C /. 35 )( ~;;s . , f .. 1'0, Z5,~ !5t. .t3G f· .14. g -~.j(# :: :: - rI Z.O I I ./ = .:; =-<9. ~ ~ CJ= 3.&.58 x ~.1. x Or'Z73 :: S~ ~ o·L, • : ~ .. !AJ -x .;0 f( PJp;:: I " ,l}::: L:----- " ("):::: 4c; ./(;. ( SCJJ.n<2 3$ i;Jhn/~ ) J 2.,5 I I f' - /. ~ $ -t!J,o/a :', - " .. 0 -= 38·58 ?< L/' s (!). LZf; -" 5G~<~ cL-s " h.k x.. -I ( 7 , . .. , lUCK. ENGINEERING COMPANY I ~\t~~II~~mm~m FORM 366 DAWCO 5620 FRIARS ROAD SANDIEGD CALIFORNIA 92110 ,- --~-_. . , --.". ~ .. ~ .. " . '" .. ~ .. --. -----"..---. .... "" ....... -..... -- .... , ' ••••• . :h' ....... ' •• 1 '. i " Date ~~/73 5 oI.b Job No. 3~47 , Page No. I ·ORA/AJAG>-.. CAleS. , X~ 'I 30 I' ?;?~ (~r L-Y Sec SliT A -/'1"7t ~ -'/ './ .. '-"" ({) 4h,,'I~' cIs :(~cjffU?' . i2!; .. '.d2b(Jue j--;: , d ~ c.5 f I .' . S -Oro2l1 .. -1 -I ---, 0= 38.S~ x 115 x ,/4G ... ~4,? ~ C).K. . -I ( -. JV!-JJ 24 11 p/,,oE. .(f:iJ \J:nllc-K'Lc .. . , ~ .. A = //,.2 CJC r?.:o /,c, X J/. Z. :::: 17. '? c/s ;; -?i'? I .' - S -,010 -.. , c(l~ !f',fb.58 x to. ?tt; x ./0 ; :: Z4::.5 '.: cis &.,( .. .. I / . ,-f JV-o ~4" , fP;P£ .. A '::{),5 'Ole 0= /,~ x t!).5 = ,/3 "l-I Z '" ::::. /8.7 c/s· rl :: /!.O f '$ :: .010 '. -: 0= 39;56 X. 6.3C:. x .. /0 -Z4. 5 cl~' cJ.~ -I I . - y-c 3011 ;:;/PE. .. A ::. J~.o (!J j. '35 XI? =-Z5;C,5 + 46./~ -7/,8/ cA = d :::-L.5 I ( ,O3~ .-- ~ :::. .. , cp=-3&.58 >( 11.5 >( I /r7J 7 -a7. 40 .~ ·a/ .' 'FORM 356 OAWCO RiCK ENGINE{RING COMPANY I ~\i'~~11~1lcr~mTt:~· 5620 FRIARS ROAD . SANDIEQO CALIFORNIA-92110: . \ -_. -.. f , . ••••••• , _ .•. , . . : '. o/~ Job No. i~4Z Page No. r; ·'0 "Date 1//3/.7 -'3 .... OPAiAlAC;E CAleS , ., . . -. ' . 'I~-P /"' --:24 If_ f9Jp~ .. --.~-.-., 'A -/,1 de J.t. )( 1./ /. 7~ . )~, 7 ·c/:=; CJ -= + :. zt?, S -"j Z.O·· " f -= S = .0/0' . , . -(!'] :; 3$. 58 x ~#3e:, X ./0 = .'·Z4i$' ~$ O,£" -I , - .. ---.-ip-F ... .,-:Z-4.J1.. PIPE. .' . A ::-Z. 5 ae f"J I.~x" 2. 5 :: 4. (!) f-Z<!? -5 ;: 2,4.5 c./~ .~ :: .. .1 /'?' I r' -"!? ., " .. -c.-" -~ _:-.. 01..0 ' .. " -~ :;; .' ' __ I' _} ~t.s -:i;. ~. -.. (1;)= 58. S8 X ·a~g~ ~l .. tJ ~ " -Z1.'fi; X - ( #. ",>.:Co CJ-F 2.4" PIPE. ( 5cht)l?1 SI Ie} • I -, 'I I I ~ A -IS,g ac .-. , /.b ' 25,3 cLs·· 0 -X /5.8 -~ oJ .. d z.o l :: c, -"oZ7:~ } -- t:J= 38. 58 X 0.~G X ; /~~gJ -,4tl~:'Z cL~ ;O,K, I j . .... -. .' , . "' .' '. , lUCK ENGINEERING COMPANY I PLANNING CONSULTANTs . AND CIVIL ENGIHEERS _ FORM 366 DAWCO 5620 FRIARS ROAD SA~ DII;lGO CALIFORNIA 92110 . . ,. , , ' Date 4. //~ j 73 I I 7 Job No. 3r::J'4 r .. , : . , . Page No.7' oj ~., I A -'--' . -S. 7 ::2c: J :: !.C;' I . (!?=-3f}.5'S X 2', ~'5 X .5·24 .... '5~~oG d~ o.~ - 0 I Z-~ : -/8.11 f?Jpp " "., A -.::: I.~ . 4- (? -= J,L5x J3~ 4 ::. /h" 7 7-7,1' .' .. 23.8 1 C/s d I. '5 I :: C; ~.045 (()-3~. S8 X 1~ .. ~6· x. ,ttl -24~'/ C/!!' &,/( (. o. 3-4-/' I&.'/. . PI .i;Jp:- - A ~ II. ~ ~ -:: j,Z6 )( /I. {, ::.. 14,£; * Z3.8 -.. ~,3 c;t5 --/?,o - ~ -::: .028 I ' I I :-". ( RICK ENGINEERING COMPANY 1~~~~II~~m~~~Ttm· FORM 366 DAweo , 5620 FRIARS ROAD SAN DIEGO CALIFORNIA 92110: ~ .: , ., • ' .' _,' • .ro, •. : .: "~ . t ' ·Date ~.;. /b -7.:3 ' Job No. 3.::;d 7 4-5 d :: /,5 . o-z . ' .. " ,.' ... a .'j I"'!J"l Page No. 0, 'c-? 'l " 1 .. cA f ,', I 1 F L-Y ~41( 1'7 n c-rl-r'F J: z,& ' , I . " RICK ENGINEERING COMPANY I ~~'i\'~II~~Lc~~~~~Ttm , , i ,FORM 366 PAweo 5620 FRIARS ROAD· SAN;DIE'GO CALJFO.RNIA 9211!1' , . --.--. --' ..... ---_.-.-.. ---~. -_.--:-~_~",~_.-::--.~_-_.;-. -•• -. -..... ---~ ... -.... Wi-'r,·_-"::_ .... ' .... ~ . ,~ ,-- .. , , , ' " , . , , ' Date 4 -27"-7 ~ Job No 3;" -17 • / Page No DRAiN,A/;~ cAles, I .. /Z-S /8 11 PIP£. .. .. A -5.~ c;;c. - (Q -/,(;, X S.b'· -rf].?b cP~ -r1 -/,5 { - 5 ... .44 m -3$, S8 x' 2.~5 x ,"5· -7'5~ 4' c.t-s to,;(. --, ' . ,I f . , , -1./ 1fj" j?jPE .. " A = /~. b BC e; ;; /.35 X It?~b -14.3/ cE.s= - J / -' ! ," , -, , -,0 .s -:;. , (Jz.-' 0= 3f;. £8 x 2. ,,5 x j/4/ -It:, .. (:; cL~ (!).K - ! " f , J( -V Z4" tJ, PE . . A -Z~. ~ de .. 0 -/._~'S )( 23.6 -31, S~ cL~ -- (J :;-Z.-C? I S -.02-' , .. to .:: 3$. 58 x r;. 3~ x . If/ -34. (; c./~' ~f(. I , I . RICK ENGINEERING COMPANY I ~\tC~"~~l~~~f8~Wl~ . FORM 366 DAWCO 5620 FRIARS ROAD SAN DIItGO' C'ALIFORN'A 9211,0 , .1" ¥-" " '-", ' , .... " . ~ , ..... .' -......-,...-~ .. -.... --,~~ .......... ,. "-"-, , -,-.. " ' . , , \ ,', " - .. , . , , , , ~ ,-" /' , ~/ , ' Date 4 /13 / 73 Job No~1 3 b4-.z !3 --' , FORM, 366 DAWCO '. '. Page No. /' C)/ ? , " ) MAY'" 11913 , ; x ./22 ;-345 , ,RICK E~GINEERING COMPANY I W~~I'~~LC~~mW\Jg',; 5620 FRIARS ROAD' , SAN DIEGO CALIFORNIA 9,2;10 '" . . ~---, --~ ... ' " ~ . "" - . , ~." . •• S8 . ;'" .~.~ ._ ... .., .. ' .,., .' .... '~:-V;_A -. , :", . I I. I~ ,P .~. ~I CON'T. BLOCK TRAVERSE '\. ' • ,,;' J "; :) ", 2 , ,3 J & 4 \, :f""r;~ti-:-r-;,:;,:-:;O;'~"-!~-}";"""t;-'""~"!"·~':-"l"'-'in-::.6;;-:: ~-):7'"~=-":,--:OO:-::-:.----:.7=-W-.. --,-",,'u',~,, ,:,-: ';,-:; ,-:',-, =~~.'-:;C":~c-:'O--:-05=',"""")'"'"",:,:"""~'''-:)--:-fl'''''';~:-::!]=f;:67,O=-'J·-;;t''~,~;r!i7~-,~7t~=f=:t=;i~::,;;-,:,::'-r-;~",,~;:::-""~-:-:-:'~\-:-:ri~';""'."'-'i"""'~:-::'~;""':'~""'!; : :f 10 \3 54 ; I~%i~;·;:?a~~~;> .,' " " " 58 ;9 : . , ',J9' ':, : ()': 'J3LOCK TRAVERSES , e LA COSTA V.ALE ·UNIT NO. 2 , .. , ,/ 'I I -') .. I ;/ , .. ....,1 .J 'r --' , ( :~') ( , , , , -~! t ~~ 16 17 are' 1'2'420000'3 '25000 '4'-0842000'5 '1' , , iI,_) , 18 2 S ' 1 0080 acre 12 .. ::BK~~~~';~5~.ii~;:. . ........... ···;~y':i:DA,[);:"y~~{;ij;~~~;~.K~1~h1t~Erl~i~i~IJ,fi~1~~t~~~ll~·~I.::~ .• 22 1 n145000e 193750 2 23 s751000e 249210 3 15:) 24 crt s14 000w 20000 16 ,. ~: ;': .. :/::i:.:·~::~:T':::::·;:::['::{ .. ~§::i~9s800~~., ..... 08'5~09~ 59 ~ ~ :···:·:".:;~·'l·:: '::,X,: .. ;Yi~· .• i8<>:;·\:.,:·::;::::::.::,:::,::i:.t::·::·::::r;;·'.,:i.i~~g::/;:·~:;.r?·'~~'L;·~;~~.~:.:~~:::·:·:;:/;·{:.?:';~l~ 17 ) ~I " F:·'~:,:.: ':.:-'" ""', :,' ;.'.:' ':';,',"'";::: '.;,. " "'" .:. 's 100000w ".' ' 140940 ,.' .. ::,,;., :.: ".:.: ::"·')5:':"';;:;';':::;'\: ··r"'··· .. ·.; ·,'~;.···::·::'r~;::~:::·:·,,)·;(\;i? 'r,i(t;?) r~T·t~" w:';r;:';:,';:.:';::';:<::.;:i;)~~, ',:'S'·';i:·,);;?,·:};,:;,·;i,:'i~':;::~;~·:'t;:::';;;;;T:kl l H ~I 28 crt n800000w 420000 . ., 19 ~: 29 s752000e 6 .) &1 30 e 4 208 004-. 1 .11 ,4.1 002-20-00.0 20 .•. ·~,;~~~~l~~'t(~};:i;·:~~?·e 2s0tfc ;i.j~;1i;;:B~;;iil~~~fifl~:~{~I\~\~~~~1i~t,~it\~t~~~1i;'ir;;;~~i~: ) 34 23 _ ' . '. 35 are' 1 t 2 ' 3 '20000 ' 4 ' 5 '420000 ' 6 ' l' , ' , 'J '." ~1;·~~"mrlj··~2·g.·· · .•... :i •...• t':1~ty~e~';"'1;:£',:,~:::;2;t~tf:t~~;ti:~t::~~;}~1~;B(;;,~~:t"~jj;l;;!i:;;~{;J'~~:: ).' 40 1 nl14425e 317780 2 . 41 crt s114425w 1770000 27.) 42 n14 000e-28 . '. =[.::,::,Jf';t',ii:\ .551:m~: ' .. ~~-35:0 4}~.;i'(~·R~;~:~,~;~[~j:~~~~i%,;;;"J~t~~~~jJJJ,,"~f~~ : ) .. , 46 c1t s333534w 842000 47 n182411e 223 015-11-22.9 112.2 0 222. 0 -41.4 " 52 are' ""> nlO~~~~5.0e·· '.'. ". .·\;!':·'·"!~'.~EY,;;j;ii1(;11~,f~i:'i;';f;~~ilt;~~'::;'If~~;,;il:: J : 1'2'1770000'3'4'5'-0842000'1" 35 ": 76143.6 sq' 1.74801 acre .J , 36 '. ;" ... ~. 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Q ..... 'C .. n: ... ::.,:~" :;.:-: :-., ...... n '.L. c;. .a. I I vvvv L ..,. -VV""I'c.. vvv n..t.i .. ;: . :-'::--;''':: ",' .:::: .::::::: .,: :;;~"::': ;:. ':'::": ~:".:.:!. ':': - , t·-:· :!"~:~:':':-~'~".,:;-::.: ':::':':" ,'. :':!:":;': .:::;"::'.:.:.::'::::;: ."~":''':~:'''::'.::'':: ::.;-:' :'.:,;.:-;:'-': :: :';.::'::'~' ::'~:':.~:":'::':' . .q ;;J 28 81903.3 sq' 1.88024 acre . 19 ~ ~~~r~~~:@ 34 n092000w 3 23 35 e 39.270 090-00-00.0 25 .• 000 35.355' 045-00-00.0 =) " 36 n804000e 145000 4 . 24 ; :Ji'~0tZ!:~;;79 :~= " ' .•...• ~:::IJ6~o;ji·~T&k\J~X9~'~:i:ff~.~:~i'·~Wf~1'~:1l;~~JJrJ~:~j;!·;~!!fI0: ) • 40 s064oo0e 318940 6 27 41 cIt s133635e 842000 .)' . 42 n212 w 7 28 39 . : . • , ) I ~'''''' > II '12 , , , 'n34-33-15. 7w .004 1 24 S --40.0e .0 .': 29 52 53 ' .. .15 3 16 . 35 ) : 54 36 • . ; Ir i::::-'d::-:-';""'''''";\''';;::7t''7':,;'''''\:;:'/-.,. ..... -:-.:·' • .,.-. ...."..... ,.,... ... -. 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