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Home My WebLink AboutCT 01-09; LA COSTA TOWN SQUARE COMMERCIAL DEVELOPMENT; FINAL AS-GRADED GEOTECHNICAL REPORT; 2014-07-25San Diego SOUTHERN CALIFORNIA SOIL & TESTING, INC. SBE I SLBE I DVBE I SDVOSB FINAL AS-GRADED GEOTECHNICAL REPORT LA COSTA TOWNE SQUARE COMMERCIAL DEVELOPMENT LA COSTA AVENUE CARLSBAD, CALIFORNIA Corporate Headquarters 6280 Riverdale Street San Diego, CA 92120 Toll Free: 877.215.4321 www.scst.com RECEIVED JUL O 9 2018 LANO DEVELOPMENT ENGINEERING PREPARED FOR: MR. JUAN ARRIAGA CONSTRUCTION MANAGER PROPERTY DEVELOPMENT CENTERS, LLC 5918 STONERIDGE MALL ROAD PLEASANTON, CALIFORNIA 94588 PREPARED BY: SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 RIVERDALE STREET SAN DIEGO, CALIFORNIA 92120 Providing Professional Engineering Services Since 1959 Los Angeles Inland Empire Central Valley TABLE OF CONTENTS SECTION PAGE 1. PROJECT DESCRIPTION AND SUMMARY ......................................................................... 1 1.1. PRIMARY EQUIPMENT ................................................................................................. 2 1.2. CLEARING AND GRUBBING ......................................................................................... 2 1.3. SITE GRADING .............................................................................................................. 2 1.3.1 . CuUFill Transition ............................................................................................................ 2 1.3.2. Subdrains ....................................................................................................................... 3 2. AS-BUILT GEOLOGY ............................................................................................................ 3 3. SITE IMPROVEMENTS ......................................................................................................... 3 3.1. ANCHOR® WALL BACKFILL .......................................................................................... 3 4. FIELD OBSERVATIONS AND LABORATORY TESTS ......................................................... 4 5. REMAINING WORK .............................................................................................................. 5 6. CONCLUSIONS .................................................................................................................... 5 7. LIMITATIONS ........................................................................................................................ 5 ATTACHMENTS FIGURES Figure 1 ................................................................................. In Place Density Test Location Map Figures 2 through 26 .............................. Field Density and Laboratory Compaction Test Results Figures 27 through 28 ............................................................. Maximum Density Determinations SOUTHERN CALIFORNIA SOIL & TESTING, INC. SBE I SLBE I DVBE I SDVOSB July 25, 2014 Mr. Juan Arriaga Construction Manager Property Development Centers, LLC 5918 Stoneridge Mall Road Pleasanton, California 94588 Subject: FINAL AS-GRADED GEOTECHNICAL REPORT LA COSTA TOWNE SQUARE COMMERCIAL DEVELOPMENT LA COSTA AVENUE CARLSBAD, CALIFORNIA PROJECT NOs. C.T. 01-09 Corporate Headquarters 6280 Riverdale Street San Diego, CA 92120 Toll Free: 877.215.4321 www.scst.com SCS&T No. 1211179 Report No. 65 References: 1. "Geotechnical Investigation, La Costa Towne Square Commercial Development, Carlsbad, California"; prepared by Southern California Soil and Testing, Inc.; dated July 31 , 2013 (SCS&T 1111199-1R). 2. "Interim As-Graded Geotechnical Report, La Costa Towne Square Commercial Development, Pads 1 through 10, 14, and 22, and Office Development, La Costa Avenue, Carlsbad, California"; prepared by Southern California Soil and Testing, Inc.; dated July 2, 2013 (SCS& T 1211179-25). Dear Mr. Arriaga: In accordance with your request, Southern California Soil and Testing, Inc. (SCS&T) prepared this report to present the results of field observations and tests performed during the grading for the planned subdivision. 1. PROJECT DESCRIPTION AND SUMMARY The project is located north of the intersection of La Costa Avenue and Camino De Las Coches in the city of Carlsbad, California. Mass grading for the project includes the construction of a residential subdivision, open space area, commercial retail space and office space. This report presents the earthwork observations and compaction tests performed for the commercial development. In general, the grading operations consisted of the over-excavation of undocumented fill, alluvium and weathered rock beneath and the replacement of this material to reach the planned final pad grade elevations. SCS&T performed our services between December 1, 2012 and February 28, 2014. TNT Grading of San Marcos, California performed the grading. TNT Grading provided SCS& T with spot elevations, as requested, using their in-field GPS mapping system to assist in determining the locations and elevations of our field density tests. San Diego Los Angeles Inland Empire Central Valley Property Development Centers, LLC July 25, 2014 SGS& T No. 1211179-65 Page 2 La Costa Towne Square -Commercial Development Carlsbad, California 1.1. PRIMARY EQUIPMENT The primary equipment used for the site mass grading operations included: • John Deere 824 Loader • Water truck • Caterpillar D6 Dozer • Caterpillar 350 Excavator • Caterpillar D8 Dozer • Caterpillar 651 Scraper • Caterpillar D9 Dozer • Terex 24 Scraper • John Deere 800 Excavator 1.2. CLEARING AND GRUBBING Site preparation began with the demolition of the existing improvements and the clearing and grubbing of the existing vegetation and organic matter at the proposed development area. The material generated from these operations was exported from the residential site. 1.3. SITE GRADING In general, the grading operations consisted of the over-excavation of undocumented fill, alluvium and weathered rock beneath and the replacement of this material to reach the planned final pad grade elevations. The bottoms of the excavated areas typically exposed Tertiary-age Del Mar Formation or metavolcanic rock. The grading contractor scarified, moisture conditioned, and compacted the surface exposed at the bottom of the excavations. Fill was placed in 6 to 8-inch lifts, moisture conditioned to near optimum moisture content and compacted until field density tests indicated a minimum of 90% relative compaction. Figures 1 and 2 presents the approximate locations of these tests. All references to optimum moisture and relative compaction in this report are based on the ASTM D 1557 laboratory test method. Compaction was achieved by means of a John Deere 824 rubber tire loader and other heavy construction equipment. This process continued until planned elevations were reached. 1.3.1. Cut/Fill Transition Cut/fill transition differentials on the completed pads at the site were about 10 feet. The cut portion of the lot was over-excavated to a minimum depth of five feet below finished pad grade. The over-excavation was performed to create a uniform condition beneath the planned structures. When possible, the bottoms of the excavations were sloped away from the middles of the pads and toward the deeper fill areas. The excavation surfaces were prepared and fill material was generally placed and compacted as previously described until planned elevations were reached. Property Development Centers, LLC La Costa Towne Square -Commercial Development Carlsbad, California 1.3.2. Subdrains July 25, 2014 SCS& T No. 1211179-65 Page 3 Canyon subdrains were installed at the bottom of canyon removals wherever fill depths exceed 10 feet and where groundwater seepage was observed during grading. Canyon subdrains were constructed using perforated pipe (SOR 35 or equivalent), surrounded by at least 6 cubic feet per lineal foot of crushed rock wrapped in filter fabric (Mirafi 140N or equivalent). Figure 1 presents the locations of the installed canyon subdrains. The locations of the canyon subdrains were surveyed by others. 2. AS-BUil T GEOLOGY An SCS&T geologist observed the geologic conditions exposed during grading. The geologic conditions encountered during grading generally were as anticipated and as presented in the referenced project geotechnical report. In our professional opinion and to the best of our knowledge, no significantly adverse geologic conditions were observed and the site appears to be geologically suitable for the proposed construction. 3. SITE IMPROVEMENTS 3.1 . ANCHOR® WALL BACKFILL The approximate locations for the Anchor® wall backfill tests are listed on Figures 16 through 26. The Anchor® wall backfill in-place density tests have been labeled "WB". The contractor placed manufactured material produced by screening and crushing operations on-site for the wall backfill. The backfill material was compacted in thin lifts until field density tests indicated a minimum of 90% relative compaction. Compaction was achieved primarily by means of a four to six ton riding vibratory roller or hand tamper. The reinforcing grid placement was also observed. As of the date of this report, none of the planned Anchor® walls have been completed. Backdrains were placed behind each Anchor® wall. The backdrains consisted of 4-inch diameter perforated pipe (SOR 35) surrounded by a minimum of one cubic feet per lineal foot of crushed rock, which was then wrapped in filter fabric material. It is recommended that the outlets for the subdrains be kept free of debris and be allowed to freely flow at all times. Special inspection requirements verified in accordance with ESR-2113 or Section 4.3 of the California Building Code include: 1) Soil conditions were substantially in conformance with those described in the referenced project geotechnical investigation report. 2) The base of the Anchor® walls was founded in a layer of crushed rock that, in turn, was founded in compacted fill or formational materials. In our opinion, these soils are suitable for the support of the proposed wall. Property Development Centers, LLC La Costa Towne Square -Commercial Development Carlsbad, California July 25, 2014 SGS& T No. 1211179-65 Page4 3) The Anchor® wall, including geogrid type, length and placement, was constructed substantially in accordance with the plans. 4) The angle of the face of the wall was in substantial conformance with the wall section on the applicable plans. 5) All Anchor® walls were constructed with a backdrain at the base of the wall, immediately behind the block. The backdrains were surrounded by a minimum of one cubic foot of ¾-inch crushed rock per linear foot. The rock was wrapped with filter fabric. The backdrain outlets should be connected to storm drains or outlets onto paved areas, in a timely manner. These outlets should be kept free of debris and be allowed to freely flow at all times. We observed the construction of the Anchor® walls under our purview, and performed laboratory and field in-situ density /moisture content testing. The results of our tests and observations are the basis for our opinion that the wall was constructed in substantial conformance with geotechnical recommendations, the City of Carlsbad Special Inspection Ordinances concerning Anchor® walls and the California Building Code. 4. FIELD OBSERVATIONS AND LABORATORY TESTS A representative of SCS& T performed periodic field observations and density tests during the grading operations at the locations shown on Figure 1. The density tests were performed according to ASTM D 6938 (nuclear gauge) procedures. The results of these tests are shown on Figures 2 through 16. The accuracy of the in-situ density test locations and elevations is a function of the accuracy of the survey control provided by others than SCS&T representatives. Unless otherwise noted, their locations and elevations were determined by pacing and hand level methods and should be considered accurate only to the degree implied by the method used. As used herein, the term "observation" implies only that we observed the progress of work we were involved with, and performed field density tests which, in conjunction with our observations, were the base for our opinion as to whether the work was performed in substantial conformance with the geotechnical recommendations and the requirements of the applicable agencies. Maximum dry density determinations were performed on representative samples of the soils used in the compacted fills according to ASTM D 1557. The results of these tests, presented on Figure 10, were used in conjunction with the field density tests to determine the degree of relative compaction of the compacted fill. Property Development Centers, LLC La Costa Towne Square -Commercial Development Carlsbad, California July 25, 2014 SGS& T No. 1211179-65 Page 5 Rock corrections were applied to the soil samples having not more than 40 percent by weight retained on the #4 sieve or not more than 30 percent by weight retained on the 3/4-inch sieve according to ASTM D 4718. The results of these tests, as presented on Figure 16, were used in conjunction with the field density tests to determine the degree of relative compaction of the compacted fill. 5. REMAINING WORK The following operations remain to be completed. It is recommended that field observations and relative compaction tests be performed during these operations to verify that these operations are being performed in accordance with job requirements and local grading ordinances. • • • Remedial grading of the upper 2-feet of Pad 12 within the Commercial Development; Construction of all inleUoutlet driveways to Rancho Santa Fe Road and La Costa Avenue; Construction of all roadways, sidewalks, hardscape areas, and parking areas; Completion of all underground utilities; Construction of and backfill behind site walls. 6. CONCLUSIONS Based on our field observations and the in-place density test results, it is the opinion of SCS& T that the geotechnical engineering and engineering geology aspects of the grading are in compliance with the approved referenced geotechnical report, the City of Carlsbad Grading Ordinance, the Grading/Improvement Plan Drawing for Project Number C.T. 01-09, and the California Building Code. Minimum recommendations for the design of the foundations, as presented in the referenced report(s), remain applicable. 7. LIMITATIONS This report covers only the services performed between December 1, 2012 and February 28, 2014. Our opinions are based on our observations and the relative compaction test results and are limited by the scope of the work that we agreed to perform. Our work was performed in accordance with the currently accepted standard of practice and in such a manner as to provide a reasonable measure of the compliance of the grading and backfill operations with the project requirements. No warranty, express or implied, is made or intended with respect to the work that we have performed, and neither the performance of this work nor the submittal of this report should be construed as relieving the contractor of its responsibility to conform with the project requirements. Property Development Centers, LLC La Costa Towne Square -Commercial Development Carlsbad, California July 25, 2014 SCS&T No. 12111 79-65 Page 6 Our work was generally performed on an "on-call" basis. Therefore, the in-place density tests performed by our field representative can only be construed as representative of the areas tested as shown on the attached figures. If you have any questions regarding this document, please contact us at 619-280-4321 . Respectfully Submitted, SOUTHERN CALIFORNIA SOIL AND TESTING, INC. Principal Geotechnical Engineer GBF:DAS:aw (1 ) Addressee via e-mail at: Juan.Arriaga@pdcenters.com Douglas A, Skinn~. =~ Senior Engineering Geologist ..., ! -u .. ) ,- 1 . ' ~:1/ ./ -/< .-f , o/ ·---.... t'1 -/ ;2,r"/ ' ... ,ef Z' _c/ , ,-/ ',,(-.- - ~-, -... '-._/ - ..., - --.... SCS&T LEGEND / ✓/ /{ ✓✓-·/',<//.,,,. ///f I 7 f" -:r-· •1'JlYiJ•~eL.0Qlionofln-~Oi!lnUyTesl ~ ,trpprwnate ~ Boacm 0IMlb:Jn C=:J AppfQIU!Nte L.rNs of Qulngod PAD __./ Apptoxwnal:el...ocabonofSubctlll'I _ ~OM'l'lal• Locttion o1 ~ Trandian i;:::::.:l App'oxmllleL.ocatto'lofl<ayway ~ --•1.mbal&-ad,,g ...____ AppfOUTlal8Gemc>glCCoracl ® 0.,WFOffl'latlOn(Bcliedl e Mf,C~ &rd l,lrmetwnDrphol v~ #Id SemwUry Rocks e&.-dJ .,.__ TOSI nurrbennot atl0'11111'1aenot~othl repcrt .-/ ',,ft / .-'// .... /4 .- , , / /,,,, .- <--..-/ /" .- ,.. ... , .-.,.. ,.. -.- ;,,,,:,. .-, -;_) .,,.-__ ,,,,,.t~ ' r,-,; • --..- . -----.-· .---/ ~ .-. .- ----.- -,.-. ..::..--.--~--~.:~-.- •·•· .... -.-.- ... ~ .-... , / \ / / ' \ .- .-, \ / .- ',, .- -.-.-' ,,,_ .. ;:,-~ --r' ,,.,-·r ~ .. ~-/ A .-... ., .:. ),,, \;"-....... . -\"" :, ' \ .-. \.-.. "'-' . -,, . \. .-... $ ., "' -(0 g ~ t II 2:-::<'. ~ ,C ~ <) ~ i1i ~ -~ ~ 0 .. ai z Q) 1,j >, -8~ 0 CI) -, (/) ::<'. I a: "' oz s:Q i!:\i: a:o i1i9 -~ I WI-o a:(/) _J :-:: I ~~~~ g ~ ffi -g z Cl) :::;: ,Q s: m :::;: ~ Oo O "' I-w O 0 ~~ 0 a. Oz 5- <( z . a: 0 Oz LL - :::J c5 <( z O- Z ti; a: LU LU I-I~ 1-.....J ::)_ 00 Cf) Cf) Figure: 1 JOB NAME: La Costa Square JOB NUMBER: 1211179-65 I~~~~~~~~~~:~~~~~~~:~~~~~~~:~:~:~:~:~~~~~~~~~:~~~:~:~~~~~:~!~~~@ : p~~~!TT ~ i~~ ! ~: ~ ~ ~ ~ ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~ ~ ~: ~: ~: ~: ~: ~: ~: ~ ~ ~: ~: ~, TEST ELEVATION MOISTURE DRY DENSITY SOIL REL.COMP. NO. DATE LOCATION (feet,MSL} (eercent} (e.c.f.} TYPE (eercent} GRADING 12/31/12 Commercial East Lot #1 304.5 12.6 105.0 92.7 2 12/31/12 Commercial East Loi #1 304.5 13.0 103.2 1 91 .1 3 12/31/12 Commercial East Loi #1 308.5 12.8 104.5 1 92.2 4 1/2/13 Commercial East Lot #1 317.5 8.9 108.1 1 95.4 5 1/2/13 Commercial East Lot #1 306.0 11 .5 106.0 1 93.6 6 1/2/13 Commercial East Lot #2 312.5 14.7 103.3 1 91.2 7 1 /2/13 Commercial East Lot #2 314.5 14.0 104.0 1 91 .8 8 1 /2/13 Commercial East Lot #2 316.5 12.7 102.9 1 90.8 9 1 /3/13 Commercial East Lot #1 309.0 14.0 102.5 1 90.5 10 1/3/13 Commercial East Lot #1 311.0 13.5 103.9 90.5 11 1/3/13 Commercial East Lot #1 315.5 13.8 105.9 1 91 .7 12 1/3/13 Commercial East Lot #2 318.5 15.4 104.6 92.3 13 1/4/13 Commercial East Lot #1 317.5 14.9 103.9 1 91.7 14 1/4/13 Commercial East Lot #2 319.0 13.9 106.5 1 94.0 15 1/4/13 Commercial East Lot #1 318.5 16.4 102.5 1 90.5 16 1/4/13 RETEST OF 16 316.0 18.7 96.8 1 85.4 17 1/4/13 Commercial Parking North Lot #1 316.0 16.0 103.1 91.0 18 1/7/13 Commercial North Lot #1 310.0 15.2 104.0 1 91 .8 19 1/7/13 Commercial North Lot #1 312.0 16.6 104.6 92.3 20 1/7/13 Commercial North Lot #1 314.0 24.5 97.7 2 91 .9 21 1/7/13 Commercial Parking North Lot #1 311 .0 18.0 98.6 2 92.8 22 1/7/13 Commercial Parking North Lot #1 315.0 15.9 110.7 1 97.7 23 1 /8/13 Commercial Parking North Lot #1 316.5 15.0 105.6 1 93.2 24 1/8/13 Commercial Parking North Lot #1 316.0 16.4 108.3 1 95.6 25 1/8/13 Commercial CuUFill Slope 327.0 15.3 102.7 1 90.6 26 1 /8/13 Commercial CuUFill Slope 339.0 14.5 103.5 1 91.4 27 1 /8/13 Commercial CuUFill Slope 341 .5 15.5 102.3 90.3 28 1/8/13 Commercial Parking North Lot #1 315.0 16.6 103.6 1 91.4 29 1/8/13 Commercial Parking North Lot #1 317.0 21 .3 97.7 2 91 .9 32 1/15/13 Commercial South Building 14 254.0 19.9 108.6 3 91 .1 33 1/15/13 Commercial South Building 14 256.0 18.0 108.5 3 91 .0 34 1/15/13 Commercial South Building 14 296.5 12.7 104.0 2 97.8 35 1/15/13 Commercial North Building 14 324.0 13.8 104.6 2 98.4 36 1/15/13 Commercial North Building 14 325.0 15.8 103.3 4 91.4 37 1/16/13 Commercial North Building 14 327.0 12.0 110.1 3 92.4 38 1/16/13 Commercial North Building 15 330.0 15.9 103.3 2 97.2 39 1/16/13 Commercial North Building 14 321 .0 15.8 100.4 2 94.4 40 1/16/13 Commercial North Building 14 329.0 13.2 112.0 3 94.0 41 1/16/13 Commercial North Building 14 332.0 14.2 117.1 3 98.2 42 1/16/13 Commercial North Building 14 334.0 15.0 111.5 3 93.5 43 1/16/13 Commercial North Building 14 332.0 14.7 112.6 3 94.5 44 1/17/13 Commercial South Building 14 260.0 13.8 110.1 3 92.4 45 1/17/13 Commercial South Building 14 263.0 14.3 106.8 3 89.6 46 1/17/13 RETEST OF 45 263.0 13.9 108.0 3 90.6 49 1/17/13 Commercial South Building 14 267.5 12.5 112.9 3 94.7 50 1/17/13 Commercial South Building 14 272.0 18.8 100.6 3 84.4 51 1/17/13 RETEST OF 50 272.0 14.0 108.2 3 90.8 52 1 /18/13 Off-Site South Lot #2 260.0 19.7 109.7 3 92.0 53 1/18/13 Off-Site South Lot #2 261 .5 18.0 108.9 3 91.4 FIGURE 2 • JOB NAME: La Costa Square JOB NUMBER: 1211179-65 I:~:~:~:::~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~!~~~@: q~~~!TT : i~~: ~: ~: ~::: ~::::: ~: ~::::: ~: ~::: ~: ~::: ~: ~: ~:~:::~::I TEST ELEVATION MOISTURE DRY DENSITY SOIL REL.COMP. NO. DATE LOCATION (feet,MSL} {eercent! (e.c.f.! TYPE (eercent! 54 1/18/13 Commercial South Building 14 274.0 19.2 104.7 3 87.8 55 1/18/13 RETEST OF 54 274.0 18.0 108.0 3 90.6 58 1/18/13 Res. Site Paseo Tamarindo 293.5 11 .7 107.9 3 90.5 61 1/22/13 Community Building 14 315.5 10.0 116.6 3 97.8 69 1/22/13 Community Building 14 312.5 17.5 94.5 2 88.9 70 1/22/13 RETEST OF 69 312.5 11.0 108.5 3 91 .0 71 1/22/13 Community Building 14 315.0 11 .5 108.2 3 90.8 75 1/23/13 Community Building 14 328.5 11 .6 11 3.7 3 95.4 76 1/23/13 Community Building 14 332.0 10.8 111.6 3 93.6 78 1 /23/13 Community Building 14 333.0 12.1 106.1 1 93.6 79 1/23/13 Community Building 14 335.0 14.8 104.7 1 92.4 83 1/24/13 Community South Building 14 276.0 19.2 96.6 2 90.9 92 1/25/13 Commercial South Retention Basin 273.0 18.0 104.0 6 91.5 104 1/29/13 Commercial North of Lot 14 334.0 18.3 100.3 2 94.4 105 1 /29/13 Commercial North of Lot 14 334.0 17.1 100.9 2 94.9 109 1 /30/13 Commercial North of Lot 14 335.0 17.8 99.5 2 93.6 110 1/30/13 Commercial North of Lot 14 335.5 16.9 98.6 2 92.8 111 1/30/13 Commercial East of Lot 1 318.0 15.5 98.0 2 92.2 112 1/30/13 Commercial East of Lot 1 318.0 14.2 99.1 2 93.2 115 1/30/13 Commercial East of Lot 1 318.0 18.2 97.8 2 92.0 124 1/31/13 Parking East Lot 1 319.0 20.0 100.3 2 94.4 125 1/31/13 Parking East Lot 1 319.0 18.2 99.1 2 93.2 126 1/31/13 Parking East Lot 1 320.0 17.8 98.6 2 92.8 127 1/31/13 Parking East Lot 1 320.0 19.0 99.5 2 93.6 138 2/4/13 Paseo Tamarindo Sta 14+30 322.0 7.6 125.3 5d 91 .8 139 2/4/13 Commercial lot#14 306.0 9.2 120.2 5a 91.5 140 2/4/13 Commercial lot#14 308.0 8.7 119.3 5a 90.8 141 2/4/13 Commercial lot#14 310.0 8.8 125.8 5d 92.2 142 2/4/13 Commercial lot#14 312.0 7.5 119.9 5a 91.2 143 2/4/13 Commercial lot#14 314.0 9.0 117.8 5 90.8 144 2/4/13 Commercial lot#14 316.0 8.8 119.0 5 91.7 151 2/6/13 Canyon fill west of Comm lot#18 267.0 20.0 103.1 6 90.7 152 2/6/13 Canyon fill west of Comm lot#18 267.0 17.6 105.3 6 92.6 153 2/6/13 Canyon fill west of Comm lot#18 268.5 16.9 106.5 6 93.7 154 2/6/13 Canyon fill west of Comm lot#18 269.0 12.6 119.3 5a 90.8 155 2/6/13 Canyon fill west of Comm lot#18 269.0 10.4 122.6 5c 90.9 156 2/6/13 Canyon fill west of Comm lot#18 273.0 11.2 124.7 5c 92.5 157 2/6/13 Canyon fill west of Comm lot#18 271.0 9.7 120.4 5 92.8 158 2/6/13 Canyon fill west of Comm lot#18 271 .5 10.1 125.0 5c 92.7 163 2/7/13 Canyon fill west of Comm lot#18 275.0 9.7 119.2 5a 90.7 164 2/7/13 Canyon fill west of Comm lot#18 280.0 8.6 124.8 5c 92.6 165 2/7/13 Canyon fill west of Comm lot#18 285.0 10.1 121 .0 5b 90.9 166 2/7/13 Canyon fill west of Comm lot#18 278.0 9.9 122.5 5b 92.0 167 2/7/13 Canyon fill west of Comm lot#18 281 .0 9.2 120.3 5b 90.4 168 2/7/13 Canyon fill west of Comm lot#18 285.0 10.3 119.9 5b 90.1 169 2/11/13 Lot#1 Comm 317.0 9.6 110.3 13c 90.9 170 2/11/13 North lot #5 Comm 334.5 8.1 124.2 5c 92.1 171 2/1 1/13 Lot#1 Comm 318.0 10.4 108.3 13c 89.2 172 2/11/13 Lot#2 Comm 317.0 10.1 112.7 13c 92.8 173 2/11/13 RETEST#171 318.0 10.8 111.7 13c 92.0 175 2/12/13 Lot#1 Comm 320.0 11.4 117.4 13e 94.3 FIGURE 3 JOB NAME: La Costa Square JOB NUMBER: 1211179-65 I:~:::~:::::::::::::::::::::~:::::::::::::::::::::::::::::: ,~~~4.*-~: P~~~ifu':: ¥~~:::: j::::::: j: j: j: j::::::::: j: j: j: j: j: j:::::::: :1 TEST ELEVATION MOISTURE DRY DENSITY SOIL REL.COMP. NO. DATE LOCATION {feet,MSL) {eercent} {e,c.t.) TYPE {eercent} 176 2/12/13 Lot#2 Comm 320.0 12.1 116.1 13e 93.3 180 2/12/13 RETEST#178 267.0 14.0 99.3 12 90.9 193 2/14/13 South lot 14 Comm 285.0 8.7 128.6 5d 94.2 194 2/14/13 pad 1 Comm FG 320.6 8.9 116.2 13e 93.3 195 2/14/13 Pad 2 Comm FG 320.9 10.5 112.7 13e 90.5 196 2/14/13 Buttress north lot 5 Comm 336.5 12.4 96.1 2 90.4 197 2/14/13 Buttress north lot 5 Comm 338.5 14.1 99.4 2 93.5 198 2/14/13 Buttress north lot 5 Comm 340.5 14.9 98.2 2 92.4 199 2/14/13 Pad 3 Comm 323.0 13.7 114.3 13e 91 .8 200 2/14/13 Pad 4 Comm 326.0 12.9 117.8 13e 94.6 201 2/15/13 Lot 14 Comm 288.0 7.8 125.8 5d 92.2 206 2/15/13 S. of Lot 14 Comm 290.0 8.0 126.7 5d 92.8 208 2/15/13 Buttress Slope N. of lot 5 Comm 344.5 14.3 97.4 2 91 .6 209 2/15/13 Buttress Slope N. of lot 5 Comm 346.5 14.0 96.1 2 90.4 210 2/15/13 Buttress Slope N. of lot 10 Comm 347.0 14.9 99.7 2 93.8 211 2/15/13 Buttress Slope N. of lot 10 Comm 349.0 16.6 101 .2 2 95.2 212 2/15/13 Buttress Slope N. of lot 5 Comm 350.0 17.8 97.1 2 91 .3 213 2/15/13 Lot 3 Comm 324.5 14.0 112.1 13e 90.0 214 2/15/13 Lot4 Comm 327.5 10.6 114.0 13e 91 .6 241 2/22/13 Lot 14 Comm 294.0 9.0 126.1 5d 92.4 246 2/22/13 Lot 14 Comm 296.0 10.1 131.9 5d 96.6 247 2/22/13 Lot 14 Comm 297.0 9.7 129.4 5d 94.8 249 2/23/13 Lot 14 Comm 298.0 9.0 128.0 5d 93.8 250 2/23/13 S. of Lot 14 Comm 287.0 18.0 100.8 2 94.8 251 2/23/13 Via Mercado Comm 280.0 14.0 102.5 2 96.4 252 2/23/13 Via Mercado Comm 282.0 14.2 101 .6 2 95.6 254 2/23/13 Via Mercado Comm 284.0 14.6 104.1 4 92.1 255 2/23/13 Canyon fill west of Comm lot#18 306.0 15.8 101 .9 4 90.2 256 2/23/13 Canyon fill west of Comm lot#18 308.0 15.3 102.6 4 90.8 257 2/23/13 Canyon fill west of Comm lot#18 310.0 15.1 101 .7 4 90.0 258 2/23/13 Canyon fill west of Comm lot#18 312.0 14.4 103.2 4 91.3 259 2/25/13 Lot 14 Comm 300.0 8.4 122.9 5d 90.0 263 2/25/13 Via Mercado Comm 301 .0 14.9 104.1 4 92.1 264 2/25/13 Via Mercado Comm 304.0 15.5 103.8 4 91.9 265 2/25/13 Via Mercado Comm 307.0 18.1 101 .9 4 90.2 266 2/25/13 Canyon fill west of Comm lot#18 309.5 18.7 98.1 2 92.3 267 2/25/13 Canyon fill west of Comm lot#18 314.0 20.3 96.7 2 91 .0 268 2/25/13 Canyon fill west of Comm lot#18 316.0 14.2 101.6 2 95.6 269 2/26/13 Lot 14 Comm 302.0 9.0 127.3 5d 93.3 270 2/26/13 Lot 14 Comm 304.0 9.6 126.7 5d 92.8 273 2/26/13 Canyon fill west of Comm lot#18 293.0 19.9 97.8 2 92.0 274 2/26/13 Canyon fill west of Comm lot#18 290.0 18.4 99.3 2 93.4 275 2/26/13 Canyon fill west of Comm lot#18 295.0 19.3 99.1 2 93.2 276 2/26/13 Canyon fill west of Comm lot#18 292.0 17.7 98.6 2 92.8 277 2/26/13 Lot 63 Res 313.5 9.4 108.3 11 85.1 278 2/26/13 RETEST#277 313.5 8.1 122.2 11 96.1 280 2/26/13 Lot 14 Comm 306.0 10.6 132.8 5d 97.3 282 2/27/13 Lot 61 Res 345.0 10.8 126.5 5d 92.7 283 2/27/13 Lot 14 Comm 308.0 9.2 127.0 5d 93.0 285 2/27/13 Canyon fill west of Comm lot#18 297.0 16.3 95.9 2 90.2 287 2/27/13 Canyon fill west of Comm lot#18 294.0 17.3 98.1 2 92.3 FIGURE 4 JOB NAME: La Costa Square JOB NUMBER: 1211179-65 I ~~~~~~~~~~~~ j ~ j ~ j ~ j ~ j ~ ~ ~ j ~ ~ ~ j ~ j ~ j ~ [ ~ j ~ [ ~ j ~ j ~ j ~ j ~ [ ~ j ~ j ~ j ~ j ~ !~~~@. j q~~~!TT~ j i~~[ ~ j ~ j ~ [ ~ [ ~ [ ~ [ ~ j ~ j ~ j ~ j ~ j ~ j ~ j ~ j ~ j ~ [ ~ j ~ j ~ j ~ [ ~ [ ~ j ~ j ~I TEST ELEVATION MOISTURE DRY DENSITY SOIL REL.COMP. NO. DATE LOCATION (feet,Msq (eercent} (e.c.f.} TYPE (eercent} 288 2/27/13 Canyon fill west of Comm lot#18 298.0 16.4 99.7 2 93.8 291 2/28/13 Canyon fill west of Comm lot#18 298.0 21.0 96.9 2 91.2 292 2/28/13 Canyon fill west of Comm lot#18 304.0 20.1 98.2 2 92.4 301 2/28/13 Canyon fill west of Comm lot#18 301.0 15.2 100.2 2 94.3 302 2/28/13 Canyon fill west of Comm lot#18 303.0 16.0 100.7 2 94.7 303 2/28/13 Canyon fill west of Comm lot#18 307.0 14.9 99.8 2 93.9 NOTE GRADING PLANS CHANGE AS OF 3-1-13 Lots numbers have moved. 309 3/1 /13 Lot 14 Comm 310.0 7.7 125.6 5d 92.0 310 3/1 /13 Canyon fill west of Lot 25 Comm 310.0 16.0 97.3 2 91.5 311 3/1/13 Canyon fill west of Lot 25 Comm 312.0 15.3 96.0 2 90.3 312 3/1 /13 Canyon fill west of Lot 25 Comm 313.0 15.7 99.2 2 93.3 313 3/1/13 Canyon fill west of Lot 25 Comm 312.0 16.2 96.4 2 90.7 314 3/1/13 Canyon fill west of Lot 25 Comm 315.0 17.0 97.2 2 91.4 315 3/1/13 Canyon fill west of Lot 25 Comm 317.0 16.3 98.1 2 92.3 320 3/4/13 Lot 14 Comm 312.0 8.0 128.3 5d 94.0 327 3/5/13 Lot 14 Comm 315.0 13.3 105.2 6 92.5 340 3/7/13 Lot22 Comm 319.5 10.5 123.0 5d 90.1 342 317/13 Lot 14 Comm 317.0 8.2 126.1 5d 92.4 344 3/7/13 Lot 22 Comm 322.0 9.8 124.2 5d 91 .0 347 3/11/13 Lot 22 Comm 324.5 8.3 113.2 10 90.3 348 3/11/13 Lot 14 Comm 320.0 11 .0 128.8 5d 94.4 349 3/11/13 Lot 14 Comm 322.0 12.3 130.2 5d 95.4 350 3/11/13 Lot 14 Comm 306.0 23.8 93.3 2 87.8 351 3/11/13 RETEST#350 306.0 20.1 98.8 2 92.9 352 3/11/13 S of lot 15 Comm 308.0 19.8 97.8 2 92.0 353 3/12/13 lot 15 Comm 310.0 15.7 95.9 2 90.2 354 3/12/13 Lot 14 Comm 311 .0 16.4 97.9 2 92.1 355 3/12/13 S of Lot 22 Comm 319.0 17.0 99.5 2 93.6 356 3/12/13 Lot4 Comm 327.0 7.4 121.8 17d 91.9 357 3/12/13 lot 15 Comm 314.0 21 .1 99.3 2 93.4 358 3/12/13 Lot 18 Comm 316.5 19.8 98.4 2 92.6 359 3/13/13 Lot 5 Comm 330.0 9.5 117.8 5 90.8 360 3/13/13 Lot 7 Comm 331 .0 11.8 98.8 12 90.4 361 3/13/13 Lot6 Comm 332.5 13.8 101.0 12 92.4 362 3/13/13 Lot 8 Comm 330.5 13.7 99.6 12 91.1 363 3/13/13 Lot 9 Comm 332.5 14.4 101.0 12 92.4 364 3/13/13 Lot 9 Comm 333.5 15.2 98.6 12 90.2 365 3/13/13 Lot6 Comm 332.5 14.5 99.9 12 91.4 366 3/13/13 Lot 5 Comm 332.0 14.1 103.0 6 90.6 367 3/13/13 S of Lot 22 Comm 323.0 10.7 110.7 3 92.9 368 3/13/13 Lot 15 Comm 319.5 13.8 99.5 2 93.6 369 3/13/13 Lot 14 Comm 322.5 14.0 98.2 2 92.4 370 3/14/13 S of Lot 25 Comm 281.5 13.8 103.7 2 97.6 372 3/14/13 Lot 25 Comm 284.0 14.0 97.5 2 91.7 373 3/14/13 Lot 25 Comm 288.0 13.7 96.6 2 90.9 374 3/14/13 W of Lot 25 Comm 291 .0 13.0 100.0 2 94.1 377 3/14/13 Lot 14 Comm 325.0 9.5 131.2 5d 96.1 378 3/15/13 Lot 14 Comm 309.0 20.9 100.6 2 94.6 379 3/15/13 Lot 14 Comm 303.0 17.8 98.9 2 93.0 380 3/15/13 RETEST#371 292.0 18.8 99.5 16 90.7 381 3/15/13 Lot 14 Comm 328.0 9.0 128.4 5d 94.1 FIGURE 5 JOB NAME: La Costa Square JOB NUMBER: 121 1179-65 I::: j::: j: j::: j::: j::: j: j: j: j: j: j: j: j::: j: j::: j: j::: j: j:::: ,~~~y#.: q~~~iffej: i~~::::::: j: j: j::: j: j: j: j::::::: j::::: j: j::::::: j: :1 TEST ELEVATION MOISTURE DRY DENSITY SOIL REL.COMP. NO. DATE LOCATION {feet,MSL) {eercent) {e-c.q TYPE {eercent) 382 3/15/13 Lot 14 Comm 312.0 15.7 103.8 1 91 .6 383 3/15/13 Lot 14 Comm 308.0 14.8 104.7 1 92.4 386 3/15/13 Lot 14 Comm 315.0 14.1 108.5 95.8 387 3/18/13 Lot 14 Comm 318.0 9.1 113.5 10 90.5 388 3/18/13 Lot 14 Comm 321 .0 9.5 116.4 10 92.8 389 3/18/13 Lot 14 Comm 325.0 9.0 127.8 5d 93.6 390 3/18/13 Lot 14 Comm 331 .0 9.3 128.3 5d 94.0 391 3/18/13 Lot 14 Comm 328.0 9.7 116.4 10 92.8 407 3/20/13 Lot 25 Comm 294.5 9.8 124.0 5d 90.8 408 3/20/13 Lot 25 Comm 294.5 9.0 125.2 5d 91.7 409 3/21/13 Lot 14 Comm 333.0 10.1 125.8 5d 92.2 411 3/21/13 RETSET#410 298.5 14.9 98.8 12 90.4 424 3/22/13 Lot 14 Comm 325.0 19.0 99.7 2 93.8 425 3/22/13 Lot 14 Comm 328.0 18.9 100.8 2 94.8 426 3/22/13 Lot 14 Comm 335.0 9.5 127.1 5d 93.1 429 3/25/13 Lot 14 Comm 336.5 11 .1 121 .8 Sc 90.4 430 3/25/13 Lot 3 Comm FG 326.5 10.8 122.1 17d 92.2 431 3/25/13 Lot4 Comm FG 329.6 8.7 123.5 17d 93.2 432 3/25/13 Lot 22 Comm FG 327.3 5.6 120.3 17d 90.8 433 3/25/13 Lot 14 Comm 338.5 11.5 124.2 Sc 92.1 434 3/26/13 Lot 15 Comm 321 .5 7.8 124.8 5d 91.4 435 3/26/13 Lot 14 Comm 337.5 6.9 125.3 5d 91 .8 438 3/26/13 Lot 18 Comm 323.5 9.0 127.1 5d 93.1 439 3/26/13 Lot 14 Comm 338.0 10.8 123.4 5d 90.4 440 3/26/13 Lot 6 Comm FG 335.8 7.3 128.5 17e 96.0 441 3/26/13 Lot 7 Comm FG 333.5 7.1 131.9 17e 98.5 442 3/27/13 Lot 15 Comm 323.5 8.3 126.1 5d 92.4 443 3/27/13 Lot 10 Comm 336.5 7.0 133.1 5d 97.5 444 3/27/13 Lot 5 Comm FG 333.8 6.7 121.8 17e 91.0 445 3/27/13 Lot 9 Comm FG 335.8 5.7 129.0 17e 96.3 446 3/27/13 Lot 16 Comm 310.0 9.0 125.6 5d 92.0 447 3/27/13 Lot 16 Comm 312.0 8.2 127.3 5d 93.3 448 3/27/13 Lot 10 Comm 338.0 7.8 126.7 5d 92.8 449 3/27/13 Lots Comm FG 334.3 5.0 127.2 17e 95.0 450 3/27/13 Lot 16 Comm 315.0 7.2 125.3 5d 91 .8 451 3/28/13 Lot 17 Comm 310.0 9.0 120.2 5 92.6 452 3/28/13 Lot 16 Comm 319.0 8.2 123.7 Sc 91 .8 453 3/28/13 Lot 19 Comm 302.0 9.3 123.6 5d 90.5 454 3/28/13 Lot 19 Comm 305.0 8.9 123.4 5d 90.4 455 3/28/13 Lot 17 Comm 314.0 8.9 131.8 5d 96.6 456 3/28/13 Lot 16 Comm 319.0 9.6 126.3 5d 92.5 457 3/29/13 Lot 19 Comm 308.0 10.4 131 .9 5d 96.6 458 3/29/13 Lot 17 Comm 315.0 9.8 129.4 5d 94.8 459 3/29/13 Lot 18 Comm 318.0 7.8 130.3 5d 95.5 460 3/29/13 Lot 16 Comm 318.0 11 .5 113.5 8 91.7 461 4/1/13 Lot 19 Comm 309.0 9.8 126.7 5d 92.8 462 4/1/13 Lot 17 Comm 317.0 8.7 127.8 5d 93.6 463 4/1/13 Lot 16 Comm 320.0 10.1 129.4 5d 94.8 464 4/1/13 Lot 18 Comm 320.0 9.3 126.9 5d 93.0 465 4/1 /13 Lot 17 Comm 319.0 8.7 124.8 5d 91.4 466 4/2/13 Lot 16 Comm 320.0 6.7 126.3 5d 92.5 FIGURE 6 JOB NAME: La Costa Square JOB NUMBER: 1211179-65 I ~~~~~~~~~~~~:::::::~~~~~~::::::~:~~~::~~:~:~:~:~:~:~:~:~::,~~~®.: ~~~~,tr:¥~~:~:::::::~:~:~:~:~:::~:~:~:~:~:::~:~::~::~:~~:: ~I TEST ELEVATION MOISTURE DRY DENSITY SOIL REL.COMP. NO. DATE LOCATION {feet,MSL) {eercent} {e-c.f.} TYPE {eercent} 467 4/2/13 Lot 19 Comm 310.0 16.4 106.1 12 97.1 468 4/2/13 Lot 17 Comm 320.0 10.0 126.5 5d 92.7 469 4/2/13 Lot 20 Comm 300.0 6.9 126.8 5d 92.9 470 4/2/13 Lot25 Comm 299.5 7.8 124.2 5d 91.0 471 4/3/13 lot20 Comm 302.0 9.3 126.7 5d 92.8 472 4/3/13 lot20 Comm 304.0 9.7 129.3 5d 94.7 473 4/3/13 Lot 19 Comm 313.0 10.0 125.3 5d 91 .8 474 4/3/13 Lot20 Comm 307.0 9.8 126.3 5d 92.5 476 4/3/13 Lot 19 Comm 315.0 11.8 124.7 5d 91.4 477 4/3/13 Lot 20 Comm 310.0 10.1 126.9 5d 93.0 482 4/3/13 Lot 20 Comm 313.0 10.5 125.0 5d 91 .6 483 4/4/13 Lot 18 Comm 322.0 9.2 139.7 5f 99.7 484 4/4/13 Lot 15 Comm 322.5 9.0 128.6 5d 94.2 485 4/4/13 Lot 10 Comm FG 340.1 4.5 122.1 5b 91.7 487 4/4/13 N of Lot 16 Comm 321.5 8.7 126.7 5d 92.8 488 4/4/13 Lot 17 Comm 322.0 9.9 125.4 5d 91.9 489 4/4/13 Lot20 Comm 317.0 9.0 127.2 5d 93.2 495 4/5/13 Lot 20 Comm 320.0 7.4 133.2 5d 97.6 497 4/5/13 Lot 15 Comm 325.0 9.2 128.2 5d 93.9 499 4/5/13 Lot 18 Comm 324.0 8.9 126.4 5d 92.6 500 4/5/13 Lot 16 Comm 323.0 11.0 127.5 5d 93.4 503 4/8/13 Lot 15 Comm 325.5 8.2 126.9 5d 93.0 504 4/8/13 Lot 18 Comm 326.0 8.7 125.2 5d 91.7 505 4/8/13 Lot 15 Comm 328.5 9.6 135.4 5e 97.9 507 4/8/13 Lot 18 Comm 328.0 9.7 126.6 5d 92.7 508 4/8/13 Lot 16 Comm 327.0 8.5 125.0 5d 91.6 509 4/9/13 Lot 19 Comm 326.5 17.5 111 .0 1 98.0 510 4/9/13 Lot 17 Comm 326.5 10.0 125.8 5d 92.2 511 4/9/13 Lot 10 slope Comm 353.0 10.5 100.5 16 91.6 512 4/9/13 Lot 15 Comm 328.5 10.0 123.2 5d 90.3 513 4/9/13 Lot 18 Comm 328.0 9.3 125.7 5d 92.1 514 4/1 0/13 Lot 15 Comm 331.5 9.8 126.1 5d 92.4 515 4/10/13 Lot 18 Comm 332.0 9.1 125.0 5d 91.6 517 4/10/13 Lot 15 Comm 335.0 10.3 110.2 7 90.4 518 4/10/13 S of lot 15 Comm 321 .0 10.4 120.9 9 94.5 519 4/10/13 S of Lot 16 Comm 315.0 12.3 121 .5 9 94.9 520 4/10/13 S of Lot 17 Comm 309.0 12.1 122.2 9 95.5 521 4/11/13 Lot 18 Comm 333.5 14.7 110.6 7 90.7 522 4/1 1/13 Lot 15 Comm 337.5 9.1 125.1 9 97.7 525 4/11/13 Lot 18 Comm 335.0 9.8 119.5 9 93.4 526 4/11/13 Lot 16 Comm 333.5 9.4 113.1 9 88.4 527 4/11/13 RETEST#526 333.5 9.3 118.5 9 92.6 528 4/11/13 Lot 17 Comm 332.0 10.1 117.5 9 91.8 529 4/12/13 Lot 17 Comm 332.0 9.5 115.6 7 94.8 530 4/12/13 Lot20 Comm 322.0 12.9 113.3 7 92.9 548 4/16/13 South Of Lot 18 Comm 323.0 9.2 125.6 5d 92.0 549 4/16/13 N of Lot 9 Comm 334.0 8.0 124.8 5d 91.4 550 4/17/13 S of Lot 15 Comm 326.0 8.7 126.7 5d 92.8 551 4/17/13 S of Lot 18 Comm 326.0 9.1 128.6 5d 94.2 552 4/17/13 S of Lot 10 Comm 332.0 10.3 133.4 5d 97.7 555 4/17/13 S of Lot 20 Comm 301.0 8.5 122.6 5d 89.8 FIGURE 7 JOB NAME: La Costa Square JOB NUMBER: 1211179-65 I:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~ j ~: ~ j ~: ~: ~ ,~~~@.: ~~~~,tt~: ¥~~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~ j ~: ~: ~: ~: ~: ~ j ~:~:~:~:~I TEST ELEVATION MOISTURE DRY DENSITY SOIL REL.COMP. NO. DATE LOCATION (feet,MSL} (eercent) (e.c.q TYPE (eercent) 556 4/17/13 RETEST#555 301 .0 8.7 124.8 5d 91.4 563 4/18/13 N.E. of ot 9 Comm 336.0 8.7 122.2 14e 96.4 569 4/19/13 S of Lot 25 Comm 278.0 13.9 125.3 5d 91 .8 571 4/23/13 S of Lot 25 Comm 264.5 17.0 100.7 16 91 .8 572 4/23/13 S of Lot 25 Comm 267.5 21.2 101.7 16 92.7 574 4/23/13 S of Lot 25 Comm 280.0 9.8 129.0 5e 93.3 575 4/24/13 S of Lot 25 Comm 283.0 8.1 131 .5 Se 95.1 576 4/24/13 S of Lot 25 Comm 280.0 11 .8 128.6 5e 93.0 578 4/24/13 S of Lot 25 Comm 285.0 7.1 129.9 5e 93.9 579 4/24/13 S of Lot 25 Comm 283.0 8.0 128.5 5e 92.9 580 4/25/13 S of Lot 25 Comm 286.0 7.1 133.8 5e 96.7 581 4/25/13 S of Lot 25 Comm 288.0 7.4 131.0 5e 94.7 582 4/25/13 W of Lot 25 Comm 290.0 8.0 129.4 Se 93.6 583 4/25/13 S of Lot 25 Comm 290.0 7.7 131.1 5e 94.8 584 4/26/13 S of Lot 25 Comm 292.5 9.0 133.2 5e 96.3 585 4/26/13 S of Lot 25 Comm 291.5 8.5 136.9 5e 99.0 586 4/26/13 W of Lot 25 Comm 293.0 8.7 132.5 Se 95.8 588 4/26/13 S of Lot 25 Comm 295.0 10.3 125.0 5e 90.4 589 4/29/13 S of Lot 25 Comm 295.0 9.1 128.1 5e 92.6 590 4/29/13 S of Lot 25 Comm 280.0 18.4 104.0 16 94.8 591 4/29/13 S of Lot 25 Comm 282.0 7.7 126.4 5d 92.6 592 4/29/13 S of Lot 25 Comm 284.0 9.4 125.6 5d 92.0 593 4/29/13 S of Lot 25 Comm 286.0 9.8 126.8 5d 92.9 594 4/29/13 E of Lot 9 Comm 329.0 10.6 113.6 10 90.6 595 4/29/13 E of Lot 8 Comm 331.0 11.3 114.8 10 91.5 596 4/29/13 E of Lot 8 Comm 333.0 7.1 119.9 5b 90.1 597 4/30/13 N of Lot 9 Comm 330.0 7.0 122.2 5d 89.5 598 4/30/13 RETEST#597 330.0 7.9 123.8 5d 90.7 599 4/30/13 S of Lot 25 Comm 289.0 11 .7 123.7 5d 90.6 600 4/30/13 S of Lot 25 Comm 297.0 7.6 127.8 5d 93.6 601 4/30/13 S of Lot 20 Comm 306.0 4.6 117.2 5d 85.9 602 4/30/13 RETEST#601 306.0 7.2 123.1 5d 90.2 603 5/1/13 East of Lot 8 Comm 332.5 9.6 113.2 14c 91.4 604 5/1/13 Lot 58 Slope test 367.0 12.8 99.9 12 91.4 605 5/1/13 Lot 60 Slope test 354.0 12.0 98.7 12 90.3 606 5/1 /13 Lot 62 Slope test 339.0 13.2 102.4 12 93.7 607 5/1 /13 Lot 64 Slope test 326.0 9.3 99.8 12 91 .3 608 5/1/13 S of Lot 10 Comm 332.5 9.2 119.9 9 93.7 609 5/1/13 S of Lot 10 Comm 333.0 9.3 117.8 9 92.0 610 5/2/13 S of Lot 18 Comm 308.0 12.9 110.5 3 92.7 611 5/2/13 Lot 11 Comm 340.5 13.4 117.2 9 91 .6 615 5/2/13 Lot 11 Comm 342.0 11.8 118.3 9 92.4 616 5/2/13 East of Lot 10 Comm 335.0 9.8 117.5 9 91.8 637 5/9/13 S of Lot 20 Comm 309.0 6.8 129.4 5d 94.8 638 5/9/13 S of Lot 19 Comm 309.0 7.5 127.3 5d 93.3 639 5/9/13 S of Lot 20 Comm 313.0 8.3 130.8 5d 95.8 640 5/9/13 S of lot 15 Comm 310.0 7.3 117.9 5d 86.4 641 5/10/13 Lot 25 Comm 297.0 6.8 133.5 5d 97.8 642 5/10/13 Lot 25 Comm 297.0 5.7 135.0 5d 98.9 643 5/10/13 S of Lot 25 Comm 303.5 7.2 117.3 10 93.5 644 5/10/13 RETEST#640 310.0 7.1 126.7 5d 92.8 FIGURE 8 JOB NAME: La Costa Square JOB NUMBER: 1211179-65 I:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:::~:~:~:~:~:~:~:~:~:~:~:~:~!~~~@: p~~~!TT:: i~~: ~::: ~: ~::: ~: ~: ~: ~: ~: ~::: ~: ~::: ~: ~: ~: ~:::~:~:::~I TEST ELEVATION MOISTURE DRY DENSITY SOIL REL.COMP. NO. DATE LOCATION {feet,Msq {eercent) (e.c.q TYPE {eercent) 645 5/10/13 Lot25 Comm 298.0 8.5 123.6 9 96.6 646 5/13/13 Lot25 Comm 300.0 8.1 130.1 5d 95.3 647 5/13/13 Lot25 Comm 299.0 8.3 128.0 5d 93.8 648 5/13/13 S of Lot 20 Comm 310.0 7.3 124.1 5d 90.9 649 5/13/13 Lot 25 Comm 277.5 7.1 126.6 20 96.0 650 5/13/13 Lot 25 Comm 302.0 6.1 116.6 5d 85.4 651 5/14/13 RETEST#650 302.0 7.4 123.0 5d 90.1 663 5/16/13 SE of Lot 14 Comm 300.0 13.3 109.8 3 92.1 668 5/20/13 SE of Lot 14 Comm 304.0 14.8 106.9 1 94.4 669 5/20/13 Lot25 Comm 300.5 11 .0 125.7 17d 94.9 670 5/20/13 Lot25 Comm 301 .0 10.0 125.3 17d 94.6 671 5/20/13 SE of Lot 14 Comm 308.0 12.5 105.4 1 93.0 682 5/21/13 SE of Lot 14 Comm 310.0 11 .0 115.0 3 96.5 683 5/21/13 SE of Lot 14 Comm 312.0 10.7 115.5 3 96.9 689 5/23/13 S of Lot 14 Comm 303.0 11.6 114.9 10 91 .6 690 5/23/13 S of Lot 14 Comm 306.0 12.1 116.8 10 93.1 691 5/23/13 S of Lot 14 Comm 309.0 9.5 132.4 5d 97.0 692 5/23/13 S of Lot 14 Comm 311.0 7.3 125.2 5d 91.7 693 5/23/13 S of Lot 14 Comm 310.5 8.1 126.2 5d 92.5 694 5/24/13 S of Lot 15 Comm 313.0 9.3 121 .4 5b 91.2 695 5/24/13 S of Lot 14 Comm 315.0 9.1 122.8 5b 92.3 696 5/24/13 S of Lot 16 Comm 312.0 7.4 131 .9 5d 96.6 697 5/24/13 Lot 25 Comm 302.0 7.7 128.7 17d 97.1 698 5/24/13 Lot25 Comm 302.5 8.1 123.6 17d 93.3 702 5/28/13 S of Lot 19 Comm 314.0 7.5 125.8 5d 92.2 703 5/28/13 S of Lot 14 Comm 324.0 8.1 128.6 5d 94.2 704 5/28/13 S of Lot 15 Comm 320.0 10.6 127.9 5d 93.7 707 5/28/13 S of Lot 14 Comm 323.0 8.0 127.8 5d 93.6 708 5/28/13 S of Lot 20 Comm 312.0 11.8 123.9 5d 90.8 746 6/6/13 Lot 14 Comm 330.0 7.8 119.2 9 93.1 747 6/6/13 Lot 14 Comm 332.0 8.0 117.9 9 92.1 748 6/6/13 Lot 14 Comm 334.0 9.4 121.3 22 91.2 749 6/6/13 Lot 14 Comm 336.0 9.0 125.5 22 94.4 756 6/10/13 Lot 14 SE Corner Comm FG 339.3 5.2 128.3 22c 93.5 757 41435 Lot 14 NE Corner Comm FG 339.3 6.0 133.1 22c 97.0 758 6/10/13 Lot 14 SW Corner Comm FG 339.3 5.7 124.6 22c 90.8 759 6/10/13 Lot 14 NW Corner Comm FG 339.3 5.3 125.3 22c 91.3 760 6/10/13 Lot 15 Comm FG 338.7 6.3 123.5 22c 90.0 761 6/10/13 Lot 18 Comm FG 337.5 6.3 127.0 22c 92.6 773 6/13/13 S of Lot 15 Comm 324.5 9.9 123.0 5c 91 .2 774 6/13/13 S of Lot 19 Comm 316.0 8.9 126.3 5d 92.5 775 6/14/13 S of Lot 14 slope test Comm 275.0 15.5 106.3 93 .8 784 6/18/13 S of Lot 14 Comm 309.0 9.6 124.9 9 97.6 794 6/20/13 S of Lot 14 Comm 328.0 9.0 118.4 9 92.5 795 6/20/13 S of Lot 15 Comm 326.5 9.4 119.0 9 93.0 796 6/20/13 S of Lot 17 Comm 319.0 8.7 124.6 5d 91 .3 797 6/21/13 S of Lot 17 Comm 327.0 8.4 130.6 5d 95.7 798 6/21/13 S of Lot 20 Comm 314.0 9.0 127.2 5d 93.2 799 6/21/13 S of Lot 14 Comm 327.0 7.9 126.1 5d 92.4 801 6/21/13 S of Lot 20 Comm 315.5 7.5 133.1 5d 97.5 809 6/26/13 Slope test S of Lot 14 Comm 295.0 11 .2 113.1 7 92.8 FIGURE 9 JOB NAME: La Costa Square JOB NUMBER: 1211179-65 I ~~~~~~ j ~ j ~ j ~: ~: ~ j ~: ~: ~: ~: ~: ~: ~: ~ j ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~ ,~~~®.: tj~~~,it j ¥~~: ~: ~: ~: ~: ~: ~ j ~: ~: ~: ~: ~: ~: ~ j ~: ~: ~: ~: ~: ~: ~: ~: ~ j ~: ~I TEST ELEVATION MOISTURE DRY DENSITY SOIL REL.COMP. NO. DATE LOCATION {feet,MSL) {eercent) {e.c.q TYPE {eercent) 818 6/28/13 Drive S Of Lot 25 Comm 297.5 10.9 118.7 17b 91 .3 TURN OVER DATE BETWEEN TPC AND WHITING TURNER 819 7/1/13 Drive S Of Lot 25 Comm 299.5 7.5 123.9 17b 95.3 820 7/1/13 Drive S Of Lot 25 Comm 295.0 9.0 122.3 17b 94.1 822 7/2/13 S of Lot 14 Comm 318.0 10.9 112.8 8 91.1 823 7/2/13 S of Lot 14 Comm 329.0 10.1 128.2 5d 93.9 829 7/3/13 S of Lot 18 Comm 333.5 9.8 125.1 5c 92.8 830 7/8/13 West of Lot 25 Comm 297.0 8.8 136.6 22e 97.5 831 7/8/13 West of Lot 25 Comm 298.0 7.9 132.8 22e 94.8 832 7/8/13 Above wall 6 Comm 336.0 9.6 119.3 23 90.4 833 7/8/13 Above wall 6 Comm 334.0 10.3 122.0 23 92.5 834 7/8/13 Above wall 7 Comm 329.0 10.0 119.4 23 90.5 835 7/8/13 S of Lot 14 Comm 320.0 9.2 120.6 17b 92.8 836 7/9/13 S of Lot 14 Comm 322.0 10.7 121.4 17b 93.4 837 7/9/13 S of Lot 14 Comm 320.5 8.3 117.8 17b 90.6 838 7/10/13 S of Lot 14 thru 20 Comm 312.0 11.7 121.3 17b 93.3 839 7/10/13 S of Lot 14 thru 20 Comm 314.0 10.9 119.9 17b 92.2 840 7/10/13 S of Lot 14 thru 20 Comm 316.0 10.1 124.0 17b 95.4 841 7/10/13 S of Lot 14 thru 20 Comm 318.0 9.4 122.1 17b 93.9 842 7/10/13 Slope below wall 12 comm 269.0 8.1 126.3 5d 92.5 843 7/10/13 Slope below wall 12 comm 272.0 7.9 125.9 5d 92.2 844 7/10/13 Slope below wall 12 comm 275.0 7.3 129.4 5d 94.8 845 7/11/13 Lot 17 Comm 330.0 10.7 124.9 5d 91 .5 846 7/11/13 Lot 17 Comm 332.0 8.9 125.4 5d 91.9 847 7/11/13 Lot 17 Comm 334.0 9.1 123.3 5d 90.3 860 7/17/13 Lot 16 Comm FG 334.5 2.4 116.8 22 87.8 864 7/18/13 RETEST # 860 FG 334.5 4.8 123.8 22 93.1 865 7/18/13 Lot 16 Comm FG 334.5 6.3 131.0 22c 95.5 866 7/18/13 Lot 19 Comm FG 328.6 4.4 123.9 22 93.2 871 7/19/13 Lot 21 Comm 297.5 9.4 119.1 9 93.0 874 7/19/13 South of Lot 21 Comm 299.0 9.3 118.4 9 92.5 878 7/23/13 South Of Lot 25 Comm 298.0 10.5 128.6 5d 94.2 879 7/23/13 South Of Lot 25 Comm 301 .0 9.8 126.9 5d 93.0 880 7/23/13 South Of Lot 25 Comm 302.0 9.0 126.7 5d 92.8 883 7/24/13 Slope above wall 12 Comm 300.0 14.2 116.5 9 91 .0 884 7/24/13 Slope above wall 12 Comm 302.0 11.3 115.7 9 90.4 885 7/24/13 Slope above wall 12 Comm 304.0 12.7 118.3 9 92.4 886 7/25/13 South of Lot 20 Comm 297.5 9.1 126.7 5d 92.8 889 7/25/13 Sout of Lot 20 Comm 299.5 8.7 123.9 5d 90.8 894 7/29/13 Slope top of wall 4 Comm 345.0 8.2 117.1 17b 90.1 895 7/29/13 Slope top of wall 4 Comm 346.0 8.1 118.5 17b 91 .2 896 7/29/13 Slope top of wall 4 Comm 347.0 7.8 120.7 17b 92.8 897 7/30/13 Fill slope S of wall 15 Comm 303.0 9.8 122.1 20 92.6 900 7/30/13 Fill slope S of wall 15 Comm 305.0 9.8 121.4 20 92.0 912 8/1/13 E of Lot 1 fill slope Comm 309.0 12.7 124.3 19a 92.8 919 8/2/13 west of wall 1 comm 335.0 10.3 119.4 18 94.0 960 8/16/13 South Of Lot 20 Comm 302.0 11.4 127.6 22d 92.1 961 8/16/13 South Of Lot 20 Comm 304.0 10.2 131.5 22d 94.9 963 8/19/13 Slope South Lot 1 Comm 302.5 12.2 103.6 91.4 984 8/20/13 S of Lot 25 Comm 309.0 7.1 130.6 22d 94.2 995 8/22/13 South Of Lot 20 Comm 304.5 12.5 131.6 22d 94.9 FIGURE 10 JOB NAME: La Costa Square JOB NUMBER: 1211179-65 I:::::::::::::::::::::::~::::::::::::::::::::::::::::::::::!~~~@ : p~~~!TT: i~~j:::::::::::::::::::::::::::::::::::::::::::::: :1 TEST ELEVATION MOISTURE DRY DENSITY SOIL REL.COMP. NO. DATE LOCATION (feet,MSL} (eercent) (e.c.q TYPE (eercent} 1013 8/30/13 Lot25 Comm 303.0 10.8 130.7 22d 94.3 1019 9/3/13 S of Lot 20 Comm 310.0 8.5 127.4 5d 93.3 1020 9/3/13 S of Lot 20 Comm 312.0 9.3 129.8 5d 95.1 1021 9/4/13 Lot 25 Comm 305.5 8.1 128.4 22d 92.6 1022 9/4/13 Lot25 Comm 305.5 9.3 130.1 22d 93.9 1023 9/5/13 S of Lot 20 Comm 314.0 7.6 125.4 5d 91 .9 1024 9/5/13 Lot20 Comm 306.0 5.9 128.7 5d 94.3 1025 9/6/13 Slope above Wall 2 Comm 376.0 8.8 128.4 22d 92.6 1026 9/6/13 Slope above Wall 2 Comm 378.0 7.9 126.9 22d 91 .6 1027 9/6/13 Slope above Wall 2 Comm 380.0 9.4 130.7 22d 94.3 1028 9/9/13 N of Lot 25 Comm 308.0 8.5 122.7 22b 90.4 1029 9/9/13 N of Lot 25 Comm 310.0 7.8 125.4 22b 92.3 1030 9/9/13 Lot20 Comm 308.0 6.8 126.1 22b 92.9 1031 9/9/13 N of Lot 25 Comm 312.0 8.1 123.5 22b 90.9 1032 9/9/13 N of Lot 20 Comm 314.0 7.3 125.4 22b 92.3 1033 9/9/13 N of Lot 20 Comm 316.0 6.9 122.4 22b 90.1 1034 9/10/13 N of Lot 20 Comm 318.0 6.9 124.7 22b 91 .8 1035 9/10/13 N of Lot 20 Comm 320.0 4.1 117.4 22b 86.5 1036 9/10/13 RETEST# 1035 320.0 7.6 122.9 22b 90.5 1037 9/10/13 N of Lot 20 Comm 322.0 7.7 125.2 22b 92.2 1038 9/10/13 SE Lot 1 Comm 316.0 5.8 122.5 22b 90.2 1039 9/10/13 SE Lot 1 Comm 318.0 4.1 118.8 22b 87.5 1040 9/10/13 SE Lot 1 Comm 318.5 4.5 115.9 22b 85.3 1041 9/10/13 RETEST# 1040 318.5 8.8 127.3 22b 93.7 1042 9/10/13 RETEST# 1039 318.0 9.4 125.4 22b 92.3 1043 9/11/13 SE Lot 1 Comm 320.0 9.1 123.4 22b 90.9 1044 9/11/13 SE Lot 1 Comm 320.0 8.9 122.8 22b 90.4 1045 9/11/13 SE Lot 1 Comm 322.0 7.6 125.8 22b 92.6 1046 9/11/13 SE Lot 1 Comm 322.0 10.4 124.6 22b 91 .8 1047 9/11/13 S Lot 1 Comm 302.0 9.0 123.4 22b 90.9 1048 9/12/13 S Lot 1 Comm 304.0 5.2 120.1 22b 88.4 1049 9/12/13 RETEST# 1048 304.0 10.4 126.3 22b 93.0 1050 9/12/13 S Lot 1 Comm 306.0 11.1 122.9 22b 90.5 1051 9/12/13 S Lot 1 Comm 308.0 9.7 124.1 22b 91.4 1052 9/12/13 S Lot 1 Comm 310.0 9.9 127.2 22b 93.7 1053 9/12/13 S Lot 1 Comm 312.0 11.3 125.3 22b 92.3 1054 9/12/13 S Lot 1 Comm 315.0 10.7 122.6 22b 90.3 1055 9/13/13 S Lot 1 Comm 315.0 8.7 127.8 22b 94.1 1056 9/13/13 S Lot 1 Comm 315.0 9.9 124.2 22b 91 .5 1061 9/16/13 Slpoe above Wall 4 Comm 350.0 10.6 117.1 17b 90.1 1062 9/16/13 Slpoe above Wall 4 Comm 352.0 9.1 119.0 17b 91 .5 1063 9/16/13 Slpoe above Wall 4 Comm 354.0 8.6 119.6 17b 92.0 1064 9/16/13 Slpoe above Wall 4 Comm 356.0 10.5 120.8 17b 92.9 1078 9/19/13 S of Lot 25 Comm 306.0 7.4 121 .8 15 91 .8 1079 9/19/13 Lot20 Comm 308.0 8.3 126.3 15 95.2 1080 9/19/13 Lot20 Comm 310.0 9.4 124.8 15 94.0 1081 9/19/13 Lot 20 Comm 310.0 9.9 130.2 5d 95.4 1082 9/19/13 Lot20 Comm 311 .5 7.8 122.1 15 92.0 1083 9/19/13 Lot20 Comm 311 .5 8.6 124.6 5d 91 .3 1087 9/20/13 Lot20 Comm 313.0 11.4 125.5 15 94.6 1088 9/20/13 Lot 20 Comm 313.0 10.5 127.9 5d 93.7 FIGURE 11 • JOB NAME: la Costa Square JOB NUMBER: 1211179-65 I :~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~~~:~:~ j ~: ~: ~ j ~: ~: ~ i ~: ~ j ~: ~ ,~~~4@ : ~~~~,tr : i~~: ~: ~: ~ i ~ i ~: ~: ~: ~: ~: ~: ~: ~ i ~: ~: ~: ~: ~: ~: ~: ~:~:~:~:~I TEST ELEVATION MOISTURE DRY DENSITY SOIL REL.COMP. NO. DATE LOCATION {feet,MSL} {eercent) (e.c.f.) TYPE {eercent) 1089 9/20/13 Lot 20 Comm 315.0 7.8 122.5 15 92.3 1090 9/20/13 Lot20 Comm 315.0 8.6 126.3 5d 92.5 1092 9/23/13 S Lot20 Comm 311.0 7.8 128.3 5d 94.0 1093 9/23/13 S Lot20 Comm 313.0 9.2 125.9 5d 92.2 1094 9/23/13 S Lot20 Comm 315.0 9.0 122.9 5d 90.0 1095 9/24/13 S Lot20 Comm 304.0 7.6 128.9 5d 94.4 1096 9/24/13 S Lot 20 Comm 306.0 9.3 125.7 5d 92.1 1097 9/24/13 W Lot 20 Comm 298.0 5.9 126.8 5d 92.9 1098 9/24/13 W Lot20 Comm 300.0 7.8 124.4 5d 91 .1 1099 9/24/13 W Lot 20 Comm 302.0 7.0 129.9 5d 95.2 1100 9/25/13 Lot 25 Comm FG 306.6 6.3 120.1 19d 87.1 1101 9/25/13 Lot 25 Comm FG 306.6 6.2 122.4 19d 88.8 1102 9/25/13 RETEST# 1100 306.6 6.3 124.8 19d 90.5 1103 9/25/13 RETEST# 1101 306.6 7.2 130.3 19d 94.5 1104 9/25/13 Lot 25 Comm FG 306.6 6.6 128.5 19d 93.2 1105 9/25/13 Lot 25 Comm FG 306.6 7.5 127.6 19d 92.5 1106 9/25/13 Lot 25 Comm FG 306.6 7.4 127.2 19d 92.2 1107 9/25/13 W of Lot 25 Comm 304.0 6.9 130.0 5d 95.2 1108 9/25/13 W of Lot 25 Comm 304.0 7.6 124.5 5d 91.2 1109 9/26/13 W of Lot 25 (Lot 21 Deleted) Comm 299.0 9.3 127.1 5d 93.1 1110 9/26/13 W of Lot 25 (Lot 21 Deleted) Comm 301.0 9.7 126.9 17e 94.8 1111 9/26/13 W of Lot 25 (Lot 21 Deleted) Comm 303.0 6.8 124.3 17e 92.8 1112 9/26/13 W of Lot 25 Comm 303.0 10.2 130.0 17e 97.1 111 3 9/26/13 W of Lot 5 Comm 333.0 12.1 121.6 17e 90.8 1114 9/27/13 S of Lot 25 Comm 308.0 9.3 128.2 22b 94.4 1115 9/27/13 S of Lot 25 Comm 310.0 8.8 125.7 22b 92.6 1116 10/1/13 N of Lot 14 Comm 336.5 9.4 128.3 22b 94.5 1120 10/1 /13 W of Lot 20 Comm 305.0 11.7 106.3 1 93.8 1121 10/2/13 S of Lot 25 Comm 307.0 10.8 120.3 17d 90.8 1122 10/2/13 S of Lot 25 Comm 309.0 11.9 121.4 17d 91 .6 1123 10/2/13 S of Lot 25 Comm 311 .0 12.2 119.9 17d 90.5 1124 10/2/13 Lot 20 Comm 311.0 10.4 111.8 17d 84.4 1125 10/2/13 RETEST #1124 311 .0 11.2 120.6 17d 91.0 1126 10/2/13 Slope above wall 1 Comm 341 .0 9.2 122.3 17d 92.3 1127 10/2/13 Slope above wall 1 Comm 343.0 11.2 119.8 17d 90.4 1128 10/3/13 Lot20 Comm 317.0 8.4 122.6 17d 92.5 1129 10/3/13 Lot20 Comm 319.0 9.6 123.0 17d 92.8 1130 10/3/13 S of Lot 25 Comm 312.0 10.2 123.3 17d 93.1 1131 10/3/13 S of Lot 25 Comm 310.0 10.9 124.4 17d 93.9 1132 10/3/13 S of Lot 20 Comm 314.0 10.3 120.2 17d 90.7 1133 10/3/13 Slope above C1 Wall Comm 345.0 8.3 119.8 17d 90.4 1134 10/3/13 Slope above C1 Wall Comm 347.0 9.2 121.9 17d 92.0 1135 10/3/13 Slope above C1 Wall Comm 349.0 11.3 121.2 17d 91.5 1136 10/4/13 Lot 20 Comm 321 .0 9.2 127.1 17e 94.9 1137 10/4/13 Lot 20 Comm 320.5 9.0 124.9 17e 93.3 1138 10/4/13 S of Lot 20 Comm 320.0 7.6 122.7 17e 91.6 1139 10/7/13 Lot 20 Comm 321 .0 11.0 124.3 17e 92.8 1140 10/7/13 Lot 20 Comm 321.5 10.7 123.9 17e 92.5 1141 10/7/13 Lot 20 Comm 322.0 10.0 122.7 17e 91 .6 1142 10/8/13 Lot20 Comm 323.0 7.7 125.7 17e 93.9 1143 10/8/13 Lot 20 Comm 323.0 9.6 130.2 17e 97.2 FIGURE 12 JOB NAME: La Costa Square JOB NUMBER: 1211179-65 I:~:~:~:~:~:~:::::~:~:::~:~:~:~:~:~:~:~ j ~::::: ~: ~::::: ~: ~:: ,~~f:@.: P~~~itf )~~::: ~: ~::::::::: ~: ~::::::::::::::::::: ~:::::~::::I TEST ELEVATION MOISTURE DRY DENSITY SOIL REL.COMP. NO. DATE LOCATION (feet,Msq (eercent) (e,c,q TYPE (eercent) 1144 10/8/13 Lot 20 Comm 324.5 8.9 126.8 17e 94.7 1145 10/8/13 Lot20 Comm 324.5 6.8 125.0 17e 93.4 1146 10/9/13 Lot20 Comm 324.5 8.5 130.9 b1 95.3 1147 10/9/13 Lot20 Comm 324.5 9.4 126.7 b1 92.3 1148 10/9/13 Lot20 Comm 325.5 7.8 128.3 22b 94.5 1149 10/9/13 Lot20 Comm 325.5 9.2 127.9 22b 94.2 1150 10/11/13 W of Lot 23 Comm 338.0 7.8 124.3 22b 91.5 1151 10/1 1/13 W of Lot 23 Comm 339.0 9.4 125.7 22b 92.6 1152 10/11 /13 Lot 20 Comm FG 306.5 7.6 124.9 b1 91 .0 1153 10/11/13 Lot 20 Comm FG 306.5 7.7 125.8 b1 91.6 1154 10/11/13 Lot 20 Comm FG 306.5 10.3 130.1 b1 94.8 1155 10/11/13 Lot 20 Comm FG 306.5 9.4 128.3 b1 93.4 1156 10/15/13 W of Lot 23 Comm 336.0 8.6 131.4 5d 96.3 1157 10/15/13 W of Lot 23 Comm 337.0 7.9 126.9 5d 93.0 1158 10/16/13 N of Lot 14 Comm 339.0 8.6 131.4 22b 96.8 1159 10/16/13 N of Lot 14 Comm 338.5 7.9 126.9 22b 93.4 1160 10/16/13 Lot 23 Comm 338.0 6.5 124.6 22b 91.8 1161 10/16/13 Lot23 Comm 339.5 9.3 127.7 22b 94.0 1162 NO TEST TAKEN 1163 10/18/13 S of Lot 13 Comm 340.0 9.3 129.8 b1 94.5 1164 10/18/13 S of Lot 13 Comm 339.5 11 .1 131.7 b1 95.9 1165 10/23/13 E of Lot 23 Comm 340.0 9.3 126.3 22b 93.0 1166 10/24/13 Lot23 Comm 340.5 8.2 127.1 22b 93.6 1167 10/24/13 Lot 23 Comm 340.5 6.7 125.8 22b 92.6 1168 10/24/13 Lot 23 Comm 341.0 5.3 119.3 22b 87.8 1169 10/24/13 RETEST#1168 341.0 8.2 128.5 22b 94.6 1170 10/25/13 S of Lot 20 Comm 325.0 7.4 125.8 22b 92.6 1171 10/25/13 S of Lot 17 Comm 327.0 5.9 128.0 22b 94.3 1172 10/25/13 S of Lot 16 Comm 329.0 6.3 123.6 22b 91.0 1173 10/30/13 S of Lots 14 thru 20 315.0 11 .3 126.4 22b 93.1 1174 10/30/13 S of Lots 14 thru 20 317.0 9.7 127.6 22b 94.0 1175 10/30/13 S of Lots 14 thru 20 318.0 12.6 123.0 22b 90.6 1176 10/30/13 S of Lots 14 thru 20 319.0 10.5 129.1 22b 95.1 1177 10/30/13 S of Lots 14 thru 20 325.0 10.2 130.2 22b 95.9 1178 10/30/13 S of Lots 14 thru 20 323.0 9.5 124.8 22b 91.9 1179 10/30/13 S of Lots 14 thru 20 321.0 9.9 131.2 22b 96.6 1180 10/30/13 S of Lots 14 thru 20 319.0 14.2 122.9 22b 90.5 1181 10/31/13 S of Lots 14 thru 20 327.0 7.8 131.8 22b 97.1 1182 10/31/13 S of Lots 14 thru 20 325.0 9.5 127.3 22b 93.7 1183 10/31/13 S of Lots 14 thru 20 323.0 8.2 125.1 22b 92.1 1184 10/31/13 S of Lots 14 thru 20 321.0 9.3 130.6 22b 96.2 1185 11/1/13 S of Lots 14 thru 20 329.0 8.2 122.6 22b 90.3 1186 11/1/13 S of Lots 14 thru 20 327.0 8.9 132.1 22b 97.3 1187 11/1/13 S of Lots 14 thru 20 325.0 8.1 127.8 22b 94.1 1188 11/1/13 S of Lots 14 thru 20 323.0 5.9 125.9 22b 92.7 1189 11/4/13 S of Lots 14 thru 20 331.0 7.6 132.5 22b 97.6 1190 11/4/13 S of Lots 14 thru 20 329.0 9.6 127.2 22b 93.7 1191 11/4/13 S of Lots 14 thru 20 327.0 8.5 128.9 22b 94.9 1192 11/4/13 S of Lots 14 thru 20 325.0 10.1 124.7 22b 91.8 1193 11/4/13 S of Lots 14 thru 20 333.0 12.6 122.7 22b 90.4 1194 11/4/13 S of Lots 14 thru 20 331 .0 9.5 124.2 22b 91.5 FIGURE 13 JOB NAME: La Costa Square JOB NUMBER: 1211179-65 I:~:~:~:~:~:::::::~:::~:~:::::~:~:~:~:~:::::::~:~:::::::::~,~~~~:~~~~,#)~~:~:::::::::::~:::::::::~:::::::::::~:::::~:~:~: :I TEST ELEVATION MOISTURE DRY DENSITY SOIL REL.COMP. NO. DATE LOCATION {feet,Msq {eercent) {e.c.f.) TYPE {eercent) 1195 11/4/13 S of Lots 14 thru 20 329.0 9.9 123.6 22b 91 .0 1196 11/5/13 S of Lots 14 thru 20 334.0 7.4 130.4 5d 95.5 1197 11/5/13 S of Lots 14 thru 20 332.0 9.2 127.9 5d 93.7 1198 11/5/13 S of Lots 14 thru 20 330.0 8.6 131.3 5d 96.2 1199 11/5/13 S of Lots 14 thru 20 336.0 8.1 125.8 5d 92.2 1200 11/5/13 S of Lots 14 thru 20 334.0 10.3 123.2 5d 90.3 1201 11/6/13 S of Lots 14 thru 20 319.0 10.3 128.9 5d 94.4 1202 11/6/13 S of Lots 14 thru 20 320.0 9.6 124.6 5d 91 .3 1203 11/6/13 S of Lots 14 thru 20 321.0 11.1 128.2 5d 93.9 1204 11/7/13 S of Lot 20 Comm 323.0 7.9 130.8 5d 95.8 1205 11/7/13 S of Lot 20 Comm 325.0 11.4 126.5 5d 92.7 1206 11/7/13 S of Lot 20 Comm 326.0 10.7 127.9 5d 93.7 1207 11/12/13 E of Lot 1 Comm 320.0 9.5 123.8 17e 92.5 1208 11/12/13 S of Lot 14 Comm 338.0 11.3 127.2 5d 93.2 1209 11/14/13 Lot 13 Comm 340.0 6.2 124.3 5d 91 .1 1210 11/14/13 Lot 13 Comm 340.0 7.0 123.9 5d 90.8 1211 11/14/13 Lot 13 Comm 340.0 6.4 124.7 5d 91.4 1212 11/18/13 Slope between Wall 11 and 13 Comm 289.0 6.8 125.7 5d 92.1 1213 11/18/13 Slope between Wall 11 and 13 Comm 291 .0 7.9 123.9 5d 90.8 1214 11/18/13 Slope between Wall 11 and 13 Comm 294.0 5.7 129.4 5d 94.8 1215 11/19/13 Lot 23 Comm FG 334.0 6.7 124.8 17e 93.2 1216 11/19/13 Lot 23 Comm FG 334.0 7.0 123.5 17e 92.2 1217 11/19/13 Lot 23 Comm FG 334.0 6.1 124.2 17e 92.8 1218 11/19/13 Lot 23 Comm FG 334.0 7.8 124.6 17e 93.1 1219 11/19/13 Lot 23 Comm FG 334.0 6.9 123.9 17e 92.5 1220 11/25/13 Lot 23 Comm FG 344.00 5.3 128.8 81 93.8 1221 11/25/13 Lot 13 Comm FG 344.25 7.1 124.8 81 90.9 1222 11/25/13 Lot 13 Comm FG 344.25 7.8 125.4 81 91 .3 1223 11/25/13 Lot 13 Comm FG 344.25 6.2 128.0 81 93.2 1224 11/25/13 Lot 13 Comm FG 344.25 7.2 125.7 81 91.6 1225 11/25/13 Lot 13 Comm FG 344.00 6.4 122.9 81 90.0. 1226 11/25/13 Lot 13 Comm FG 344.00 7.0 122.9 81 90.0 1227 11/25/13 Lot 11 Comm FG 344.00 8.1 122.9 81 90.0 1228 11/25/13 Lot 11 Comm FG 339.00 10.1 124.8 81 90.9 1229 11/25/13 Lot 11 Comm FG 341.00 8.9 125.4 81 91.3 1230 12/5/13 Slope above wall 3 Comm 356.5 11.3 125.2 17e 93.5 1231 12/6/13 Slope above wall 13 Comm 3058.0 6.8 122.4 17e 91.4 1232 12/6/13 Slope above wall 11 Comm 305.5 9.2 120.9 17e 90.3 1233 12/6/13 W of Lot 25 Comm 305.0 14.2 108.9 1 96.1 1234 12/6/13 Parking E of Lot 1 Comm 320.0 9.4 125.2 17e 93.5 1235 12/6/13 Parking E of Lot 1 Comm 320.0 11 .2 104.2 1 92.0 1236 12/6/13 Via Mercado E of Lot 12 Comm 348.0 5.7 127.3 17e 95.1 1237 12/6/13 Via Mercado E of Lot 12 Comm 355.0 6.4 129.6 17e 96.8 1238 12/9/13 Lot 19 Comm 329.0 7.4 125.3 17e 93.6 1239 12/9/13 Lot 19 Comm 329.0 6.6 122.7 17e 91 .6 1240 12/9/13 E of Lot 11 Comm 340.5 9.0 127.3 17e 95.1 1241 12/9/13 E of Lot 11 Comm 335.0 7.8 123.3 17e 92.1 1242 12/10/13 Slope above wall 3 Comm 357.5 6.7 123.9 17e 92.5 1243 12/10/13 Slope above wall 3 Comm 359.5 5.3 120.5 17e 90.0 1244 12/10/13 Slope above wall 3 Comm 362.0 8.4 127.2 17e 95.0 1245 12/11 /13 Lot 12 Comm 342.0 7.4 127.6 5d 93.5 FIGURE 14 JOB NAME: La Costa Square JOB NUMBER: 1211179-65 I:~:~:~:~:~:~:~:~:~:~:~:~:~:~:::~:~:::~:~:~:~:::~:~:~:~:~:~ ,~~f:~: q~~~,tt~ )~m: ~: ~: ~: ~::: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~:~:~:~:~I TEST ELEVATION MOISTURE DRY DENSITY SOIL REL.COMP. NO. DATE LOCATION {feet,MSL} {eercent} (e.c.f.} TYPE {eercent} 1246 12/12/13 Lot 12 Comm 342.5 6.9 130.1 5d 95.3 1247 12/13/13 Lot 12 Comm 344.5 11.3 127.6 5d 93.5 1248 12/13/13 Lot 12 Comm 344.5 9.9 125.9 5d 92.2 1249 12/13/13 W of Lot 12 Parking Comm 345.0 10.4 130.7 5d 95.8 1250 12/16/13 Lot 18 Comm FG FG? 7.2 126.2 b1 91.9 1251 12/16/13 Lot 18 Comm FG FG? 8.4 124.9 b1 91.0 1252 12/16/13 Lot 18 Comm FG FG? 8.9 124.2 b1 90.5 1253 12/16/13 Lot 16 Comm 331 .0 7.6 122.4 17e 91 .4 1254 12/16/13 Lot 16 Comm 331 .0 8.5 121.6 17e 90.8 1255 12/16/13 Lot 16 Comm 333.0 8.0 123.2 17e 92.0 1256 12/16/13 Lot 16 Comm 333.0 7.9 122.9 17e 91.8 1257 12/18/13 Lot 16 Comm FG 334.5 8.4 127.3 81 92.7 1258 12/18/13 Lot 16 Comm FG 334.5 7.6 125.9 81 91.7 1259 12/18/13 Lot 16 Comm FG 334.5 7.5 130.2 81 94.8 1260 12/18/13 Lot 12 Comm FG 346.0 6.7 125.8 17e 94.0 1261 12/18/13 Lot 12 Comm FG 346.0 9.4 123.8 17e 92.5 1262 12/18/13 Lot 12 Comm FG 346.0 8.3 121.4 17e 90.7 1263 1/23/14 Lot 19 Comm 328.0 6.8 123.8 81 90.2 1264 1/23/14 Lot 19 Comm 328.0 7.4 126.3 81 92.0 1265 1/23/14 Lot 19 Comm 328.0 7.1 129.1 81 94.0 1266 1/27/13 Lot 19 Comm FG 330.0 4.2 120.3 81 87.6 1267 1/28/13 RETEST #1266 330.0 6.3 124.7 81 90.8 1268 1/28/13 Lot 19 Comm FG 330.0 5.9 123.9 81 90.2 1269 1/28/13 Lot 19 Comm FG 330.0 8.2 125.1 81 91.1 1267 2/10/14 Lot 15 ( old 14) 334.5 8.3 123.9 5d 90.8 1268 2/10/14 Lot 15 ( old 14) 336.0 7.5 125.2 b1 91 .2 1269 2/10/14 Lot 14 (old 15) 334.5 7.9 123.8 b1 90.2 1270 2/10/14 Lot 14 (old 15) 336.0 6.7 126.1 b1 91 .8 1271 2/10/14 Lot14(old15) 334.2 7.8 124.7 5d 91.4 1272 2/10/14 Lot 14 (old 15) 336.5 8.4 123.6 b1 90.0 1273 2/11/14 Lot 14 ( old 15) 338.5 9.0 124.7 81 90.8 1274 2/11/14 Lot 14 (old 15) 338.5 9.3 124.2 81 90.5 1275 2/11/14 Lot 14 (old 15) 338.5 11.5 125.1 81 91.1 1276 2/11/14 Lot 15 (old 14) 338.0 8.5 121.9 17e 91.0 1277 2/11/14 Lot 14 (old 15) 339.0 7.9 120.6 17e 90.1 1278 2/11/14 Lot 14 (old 15) 339.0 9.3 123.1 17e 91 .9 1279 2/11/14 Lot 14 (old 15) 339.0 10.2 126.8 B1 92.4 1280 2/11/14 Lot 14 (old 15) 339.0 9.9 124.9 B1 91.0 1281 2/11/14 Lot14(old15) 339.0 9.3 123.6 B1 90.0 1282 2/12/14 Lot 15 (old 14) FG 341 .0 8.2 127.8 B1 93.1 1283 2/12/14 Lot 15 (old 14) FG 340.0 7.6 125.4 81 91 .3 1284 2/12/14 Lot 15 (old 14) FG 339.5 7.9 129.5 B1 94.3 1285 2/12/14 Lot 15 (old 14) FG 338.0 6.8 124.8 81 90.9 1286 2/12/14 Lot 15 (old 14) FG 339.0 8.6 126.1 81 91 .8 1287 2/13/14 Lot 14 (old 15) 339.45 6.7 124.1 81 90.4 1288 2/13/14 Lot 14 (old 15) 339.45 7.9 127.5 81 92.9 1289 2/13/14 Lot 14 (old 15) 339.45 8.4 129.4 81 94.2 1290 2/13/14 Lot 14 (old 15) 339.45 8.7 127.8 B1 93.1 1291 2/13/14 Lot14(old15) 339.45 8.9 127.7 81 93.0 1292 2/13/14 Lot 14 (old 15) 339.45 9.3 125.2 81 91 .2 1293 2/13/14 Lot 14 (old 15) 339.45 7.8 124.8 81 90.9 FIGURE 15 JOB NAME: La Costa Square JOB NUMBER: 1211179-65 I:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~~~:~:~:~:~:~:~:~:~!~~~@.: q~~~!TT: ~~~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~:~:~:~:~I TEST ELEVATION MOISTURE DRY DENSITY SOIL REL.COMP. NO. DATE LOCATION (feet,MSL} (eercent} (e.c.t.} TYPE (eercent} 1294 2/13/14 Lot 14 (old 15) 339.45 6.9 129.4 81 94.2 1295 2/13/14 Lot 14 ( old 15) 339.45 9.3 127.2 81 92.6 1296 2/13/14 Lot 14 (old 15) 339.45 8.2 123.9 81 90.2 1297 2/14/14 Lot 11 Comm FG 344.00 8.3 128.3 81 93.4 1298 2/14/14 Lot 11 Comm FG 344.0 7.6 125.9 81 91 .7 1299 2/18/14 Slope Slot 14 Comm 317.0 14.5 103.8 1 91 .6 1300 2/18/14 Slope Slot 14 Comm 319.0 8.4 121.6 17e 90.8 1301 2/18/14 Slope S lot 14 Comm 321 .0 13.8 109.8 1 96.9 1302 2/19/14 Slope SE of Lot 14 Comm 324.0 12.6 124.7 81 90.8 1303 2/19/14 Slope SE of Lot 14 Comm 326.0 13.0 123.6 81 90.0 1304 2/19/14 Slope SE of Lot 14 Comm 328.0 12.1 123.9 81 90.2 1305 2/19/14 Slope SE of Lot 14 Comm 330.0 14.6 124.0 81 90.3 1306 2/19/14 Slope SE of Lot 14 Comm 332.0 13.2 124.4 81 90.6 1307 2/19/14 Slope SE of Lot 14 Comm 334.0 12.7 124.0 81 90.3 1308 2/19/14 Slope SE of Lot 14 Comm 336.0 14.2 124.5 81 90.7 1309 2/19/14 Slope SE of Lot 14 Comm 337.0 14.0 124.1 81 90.4 1300 2/25/14 East Haul Road repair 332.0 8.9 129.8 81 94.5 1301 2/25/14 East Haul Road repair 333.7 10.0 125.8 81 91.6 1302 2/25/14 East Haul Road repair 333.7 7.4 126.3 81 92.0 1303 2/26/14 East Haul Road repair 335.0 8.1 124.5 81 90.7 1304 2/26/14 East Haul Road repair 335.0 9.9 123.9 81 90.2 1305 2/26/14 East Haul Road repair 337.0 10.4 126.4 81 92.1 1306 2/27/14 East Haul Road repair 337.0 8.6 125.8 81 91.6 1307 2/27/14 East Haul Road repair 337.5 9.4 125.1 81 91 .1 1308 2/28/14 East Haul Road repair 339.0 9.8 127.8 81 93.1 1309 2/28/14 East Haul Road repair 339.0 8.7 126.0 81 91 .8 WALL BACKFILL W81 2/21/13 Over X wall 10 Sta 1+22@30FW 253.7 10.8 116.6 14f 91.6 W82 2/21/13 Over X wall 10 Sta 1 +50@20FW 255.0 13.6 118.5 14f 93.1 W83 2/21/13 Over X wall 10 Sta 1 +33@15FW 256.3 12.4 119.6 14f 94.0 W84 2/21/13 Over X wall 10 Sta 1 +65@30FW 256.3 11.6 115.8 14f 91.0 W85 2/22/13 Over X wall 10 Sta 1 +15@15FW 257.7 11.8 115.1 14f 90.4 W86 2/22/13 Over X wall 10 Sta 1 +90@30FW 257.7 14.6 114.9 14f 90.3 W87 2/22/13 Over X wall 1 O Sta 2+15@15FW 259.0 14.2 116.0 14f 91.1 W88 2/22/13 Ocer X wall 10 Sta 1 +40@25FW 259.0 11.6 118.2 14f 92.9 W89 2/22/13 Over X wall 10 Sta 1+27@20FW 260.3 13.1 115.7 14f 90.9 W810 2/22/13 Over X wall 10 Sta 2+05@25FW 260.3 10.9 117.3 14f 92.1 W811 2/23/13 Over X wall 10 Sta 1+38@10FW 261.7 12.7 120.1 14f 94.3 W812 2/23/13 Over X wall 10 Sta 2+14@30FW 261.7 13.4 117.2 14f 92.1 W813 2/26/13 Over X wall 10 Sta 1 + 72@20FW 263.0 8.2 115.9 14f 91 .0 W814 2/26/13 Over X wall 10 Sta 3+03@15FW 253.7 9.5 118.2 14f 92.9 W815 2/26/13 Over X wall 10 Sta 2+93@25FW 256.3 10.0 114.7 14f 90.1 W816 2/26/13 Over X wall 10 Sta 3+12@20FW 259.0 9.1 120.4 14f 94.6 W817 2/27/13 Over X wall 10 Sta 2+88@15FW 260.3 9.9 117.2 14f 92.1 W818 2/27/13 Over X wall 10 Sta 3+02@25FW 263.0 7.8 114.9 14f 90.3 W819 2/27/13 Over X wall 10 Sta 1 +52@20FW 264.3 10.2 116.2 14f 91 .3 W820 2/27/13 Over X wall 10 Sta 2+10@25FW 264.3 9.6 116.0 14f 91.1 W821 2/27/13 Over X wall 10 Sta 3+10@25FW 265.2 9.8 119.5 14f 93.9 W822 2/27/13 Over X wall 10 Sta 1 +20@15FW 265.7 11.0 116.4 14f 91.4 FIGURE 16 JOB NAME: La Costa Square JOB NUMBER: 1211179-65 I:~:~:~:~:~:~:::~:~:~:~:~:::::::::::~:::::::::~:~:::::~:~::!~~~#.: tj~~~!IT : i~~: ~::: ~::: ~::::::: ~::::::: ~::::: ~: ~::: ~: ~:::~:::~I TEST ELEVATION MOISTURE DRY DENSITY SOIL REL.COMP. NO. DATE LOCATION (feet,Msq (eercent) (e,c.f.) TYPE (eercent) WB23 2/27/13 Over X wall 10 Sta 1 +95@25FW 265.7 7.9 114.8 14f 90.2 WB24 3/1/13 wall 4 Sta 1+10 288.0 8.5 121.6 15 91.6 WB25 3/1/13 Wall 4 Sta 1+35 288.0 9.1 123.0 15 92.7 WB26 3/1/13 Wall 4 Sta 1+66 288.0 9.0 120.6 15 90.9 WB27 3/1/13 Wall 4 Sta 1+15 290.0 8.7 119.9 15 90.4 WB28 3/1 /13 Wall 4 Sta 1 +57 290.0 9.4 120.2 15 90.6 WB35 3/6/13 Wall 10 OX Comm 265.0 12.0 120.6 14f 94.7 WB36 3/6/13 Wall 10 OX Comm 265.0 11.6 121.9 14f 95.8 WB37 3/6/13 Wall 10 OX Comm 267.0 12.3 118.0 14f 92.7 WB38 3/6/13 Wall 10 OX Comm 267.0 12.1 117.6 14f 92.4 WB39 3/6/13 Wall 10 OX Comm 269.0 10.9 122.3 14f 96.1 WB40 3/6/13 Wall 10 OX Comm 269.0 11.4 118.6 14f 93.2 WB73 3/25/13 Wall 10 OX Comm Sta 2+75 271 .0 8.4 129.3 17e 96.6 WB74 3/25/13 Wall 10 OX Comm Sta 2+55 273.0 9.0 127.9 17e 95.5 WB75 3/25/13 Wall 10 OX Comm Sta 2+65 275.0 7.6 124.3 17e 92.8 WB76 3/25/13 Wall 10 OX Comm Sta 2+70 277.0 7.9 122.8 17e 91.7 WB87 3/26/13 Wall 10 OX comm 279.0 6.6 130.0 17e 97.1 WB127 4/9/13 AnchorWall 10 Comm Sta 268.7 9.7 120.0 20 91.0 WB128 4/9/13 Anchor Wall 10 Comm Sta 270.0 9.0 118.9 20 90.1 WB129 4/9/13 Anchor Wall 10 Comm Sta 270.0 7.1 116.3 20 88.2 WB130 4/9/13 RETEST# WB129 270.0 9.6 122.4 20 92.8 WB131 4/10/13 Anchor Wall 10 Comm Sta 1+20 271 .3 7.9 119.4 20 90.5 WB132 4/10/13 AnchorWall 10 Comm Sta 1+70 271.3 10.5 124.8 20 94.6 WB133 4/10/13 AnchorWall 10 Comm Sta 2+10 271.3 11.2 125.3 20 95.0 WB134 4/11/13 Anchor Wall 10 Comm Sta 2+25 272.7 11.1 119.9 20 90.9 WB135 4/11/13 AnchorWall 10 Comm Sta 1+75 272.7 10.8 119.3 20 90.4 WB136 4/11/13 AnchorWall 10 Comm Sta 1+25 272.7 11.7 122.7 20 93.0 WB137 4/11/13 AnchorWall 10 Comm Sta 3+00 268.7 9.8 121 .2 20 91 .9 WB145 4/16/13 Anchor wall 10 Comm Sta 3+05 270.0 8.2 124.7 20 94.5 WB146 4/16/13 Anchor wall 10 Comm Sta 2+30 275.3 10.3 118.9 20 90.1 WB147 4/16/13 Anchorwall 10 Comm Sta 1+90 275.3 9.7 119.4 20 90.5 WB148 4/16/13 Anchor wall 10 Comm Sta 1 +45 275.3 9.9 121 .6 20 92.2 WB149 4/16/13 Anchor wall 10 Comm Sta 2+95 271 .3 11.4 122.9 20 93.2 WB150 4/16/13 Anchor wall 10 Comm Sta 3+00 272.7 9.9 120.8 20 91 .6 WB1 51 4/16/13 Anchor wall 1 O Comm Sta 1 +85 276.7 11.5 119.8 20 90.8 WB152 4/16/13 Anchor wall 10 Comm Sta 2+25 276.7 12.3 125.4 20 95.1 WB153 4/17/13 Anchor wall 10 Comm Sta 2+00 278.0 10.5 125.7 20 95.3 WB154 4/17/13 Anchor wall 10 Comm Sta 2+40 278.0 11.0 122.3 20 92.7 WB155 4/17/13 Anchor wall 10 Comm Sta 2+90 274.0 9.5 121.4 20 92.0 WB156 4/17/13 Anchor wall 10 Comm Sta 2+80 276.0 9.7 124.3 20 94.2 WB157 4/17/13 Anchor wall 10 Comm Sta 2+ 75 278.0 10.3 119.3 20 90.4 WB158 4/17/13 Anchor wall 10 Comm Sta 2+35 279.3 7.4 117.3 20 88.9 WB159 4/17/13 RTEST # WB158 279.3 10.8 120.6 20 91.4 WB160 4/18/13 Anchor Wall 10 Comm Sta 2+45 280.7 8.8 120.8 20 91 .6 WB161 4/18/13 AnchorWall 10 Comm Sta 2+70 282.0 9.4 122.4 20 92.8 WB162 4/18/13 Anchor Wall 10 Comm Sta 2+65 283.3 9.9 119.8 20 90.8 WB163 4/18/13 Anchor Wall 10 Comm Sta 2+60 284.7 10.4 119.2 20 90.4 WB164 4/18/1 3 Anchor Wall 10 Comm Sta 2+50 286.0 9.7 126.4 20 95.8 WB165 4/18/13 Anchor Wall 10 Comm Sta 2+55 288.0 9.2 123.7 20 93.8 WB166 4/18/13 AnchorWall 10 Comm Sta 2+57 290.0 8.4 120.5 20 91.4 WB167 4/19/13 Anchor Wall 5 Comm Sta 1+60 291.3 7.9 126.4 20 95.8 FIGURE 17 JOB NAME: La Costa Square JOB NUMBER: 1211179-65 I:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~~~:~:~:~:~:~:~:~:~:~:~:~ ,~~~M: q~~~,tt : i~~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~:~:~:~:~I TEST ELEVATION MOISTURE DRY DENSITY SOIL REL.COMP. NO. DATE LOCATION {feet,MSL) {eercent} {e.c.f.) TYPE {eercent} WB168 4/19/13 AnchorWall 5 Comm Sta 1+30 291.3 8.4 122.1 20 92.6 WB169 4/19/13 AnchorWall 5 Comm Sta 1+65 292.7 9.1 120.5 20 91.4 WB170 4/19/13 AnchorWall 5 Comm Sta 1+15 292.7 9.6 120.9 20 91 .7 WB171 4/19/13 Anchor Wall 5 Comm Sta 1 +40 294.0 8.7 121.7 20 92.3 WB172 4/19/13 Anchor Wall 5 Comm Sta 1+70 294.0 10.2 119.8 20 90.8 WB177 4/22/13 AnchorWall 5 Comm Sta 1+20 295.3 8.4 120.3 20 91 .2 WB178 4/22/13 Anchor Wall 5 Comm Sta 1 +60 295.3 8.9 125.7 20 95.3 WB289 5/15/13 Anchor Wall 5 Comm Sta 1+85 297.3 12.4 117.4 18 92.4 WB290 5/15/13 AnchorWall 5 Comm Sta 1+45 297.3 10.4 120.3 18 94.7 WB291 5/15/13 Anchor Wall 5 Comm Sta 1+10 297.3 9.6 115.8 18 91 .2 WB292 5/15/13 AnchorWall 5 Comm Sta 1+05 299.5 9.9 114.9 18 90.5 WB293 5/15/13 Anchor Wall 5 Comm Sta 1 +50 299.3 11 .5 115.4 18 90.9 WB294 5/15/13 Anchor Wall 5 Comm Sta 1+85 299.0 11.3 118.1 18 93.0 WB306 5/21/13 AnchorWall 8 Comm Sta 1+15 291 .7 9.7 116.4 18 91 .7 WB307 5/21 /13 Anchor Wall 8 Comm Sta 1 +30 293.7 9.9 114.8 18 90.4 WB308 5/21/13 Anchor Wall 8 Comm Sta 1 +35 295.7 10.3 117.9 18 92.8 WB316 5/22/13 AnchorWall 10 Comm Sta 1+08 272.3 8.8 115.2 18 90.7 WB317 5/22/13 Anchor Wall 10 Comm Sta 1+20 274.3 9.5 117.4 18 92.4 WB318 5/22/13 AnchorWall 10 Comm Sta 1+12 276.0 9.3 115.8 18 91 .2 WB319 5/23/13 Slope above wall 10 below 11 Comm 278.0 15.8 105.3 92.9 WB320 5/23/13 Slope above wall 10 below 11 Comm 278.0 18.3 103.8 91 .6 WB321 5/23/13 Slope above wall 10 below 11 Comm 280.0 16.5 107.1 94.5 WB322 5/28/13 Anchor Wall 11 Comm Sta 4+ 15 280.0 11.5 118.3 18 93.1 WB323 5/28/13 Anchor Wall 11 Comm Sta 3+65 280.0 10.8 115.8 18 91.2 WB324 5/28/13 Anchor Wall 11 Comm Sta 3+15 280.0 10.3 120.5 18 94.9 WB325 5/28/13 Anchor Wall 11 Comm Sta 2+65 280.0 9.6 116.7 18 91 .9 WB326 5/28/13 Anchor Wall 11 Comm Sta 2+15 280.0 9.8 117.9 18 92.8 WB327 5/28/13 Anchor Wall 11 Comm Sta 4+50 282.0 10.1 114.9 18 90.5 WB328 5/29/13 Anchor Wall 11 Comm Sta 4+00 282.0 11.4 117.9 18 92.8 WB329 5/29/13 Anchor Wall 11 Comm Sta 3+50 282.0 9.4 115.8 18 91 .2 WB330 5/29/13 Anchor Wall 11 Comm Sta 3+00 282.0 8.6 117.3 18 92.4 WB331 5/29/13 Anchor Wall 11 Comm Sta 2+50 282.0 9.5 117.0 18 92.1 WB332 5/29/13 Anchor Wall 11 Comm Sta 2+00 282.0 10.3 118.4 18 93.2 WB333 5/29/13 Anchor Wall 11 Comm Sta 1 +85 284.0 7.8 114.6 18 90.2 WB334 5/29/13 Anchor Wall 11 Comm Sta 2+35 284.0 9.2 119.7 18 94.3 WB335 5/30/13 Anchor Wall 11 Comm Sta 2+85 284.0 9.3 118.9 20 90.1 WB336 5/30/13 Anchor Wall 11 Comm Sta 3+35 284.0 8.4 119.3 20 90.4 WB337 5/30/13 Anchor Wall 11 Comm Sta 3+85 284.0 8.7 120.7 20 91 .5 WB338 5/30/13 Anchor Wall 11 Comm Sta 4+35 284.0 9.4 121.1 20 91.8 WB339 5/30/13 Anchor Wall 11 Comm Sta 4+80 284.0 7.8 118.8 20 90.1 WB340 5/31/13 Slope between Wall 10 and 11 Comm 281.0 14.2 105.1 92.8 WB341 5/31/13 Slope between Wall 1 0 and 11 Comm 281.0 15.1 102.9 90.8 WB342 5/31/13 Slope between Wall 10 and 11 Comm 283.0 14.6 104.5 92.2 WB343 5/31/13 Slope between Wall 10 and 11 Comm 283.0 12.8 102.8 1 90.7 WB344 5/31/13 Anchor Wall 11 Comm Sta 4+80 284.0 8.4 120.3 20 91 .2 WB345 5/31/13 Anchor Wall 11 Comm Sta 4+35 284.0 9.5 119.5 20 90.6 WB346 5/31/13 Anchor Wall 11 Comm Sta 3+85 284.0 10.2 121.4 20 92.0 WB347 5/31/13 Anchor Wall 11 Comm Sta 3+35 284.0 10.1 121.0 20 91.7 WB348 5/31/13 Anchor Wall 11 Comm Sta 2+85 284.0 9.8 119.7 20 90.8 WB349 6/3/13 Anchor Wall 11 Comm Sta 1 + 75 286.0 8.9 123.2 20 93.4 WB350 6/3/13 Anchor Wall 11 Comm Sta 2+25 286.0 9.0 119.8 20 90.8 WB351 6/3/13 AnchorWall 11 Comm Sta 2+75 286.0 11.4 118.9 20 90.1 FIGURE 18 JOB NAME: La Costa Square JOB NUMBER: 1211179-65 I :~:~:~:~~~:~:~~~~~~~~~:~:~:~~~~~:~~~~~:~:~:~:~:~:~:~:~:~:~!~~~~~ tj~~~!TT : i~~: ~: ~: ~: ~: ~: ~ ~ ~ ~ ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~:~:~:~:~I TEST ELEVATION MOISTURE DRY DENSITY SOIL REL.COMP. NO. DATE LOCATION {feet,MSL) {eercent} {e,c,f.) TYPE {eercent} WB352 6/3/13 Anchor Wall 11 Comm Sta 3+25 286.0 10.2 120.4 20 91.3 WB353 6/3/13 Anchor Wall 11 Comm Sta 3+ 75 286.0 9.6 114.6 20 86.9 WB354 6/3/13 RETEST # WB353 286.0 9.9 122.7 20 93.0 WB355 6/3/13 Anchor Wall 11 Comm Sta 4+25 286.0 8.9 120.2 20 91 .1 WB356 6/3/13 Anchor Wall 11 Comm Sta 4+ 75 286.0 10.3 119.5 20 90.6 WB357 6/4/13 Anchor Wall 11 Comm Sta 1 +60 288.0 7.8 123.7 20 93.8 WB358 6/4/13 Anchor Wall 11 Comm Sta 2+10 288.0 8.9 122.3 20 92.7 WB359 6/4/13 Anchor Wall 11 Comm Sta 2+60 288.0 7.6 119.7 20 90.8 WB360 6/4/13 Anchor Wall 11 Comm Sta 3+10 287.0 8.9 118.9 20 90.1 WB361 6/4/13 Anchor Wall 11 Comm Sta 4+15 287.0 10.3 120.4 20 91.3 WB362 6/4/13 Anchor Wall 11 Comm Sta 4+45 288.0 10.6 125.7 20 95.3 WB363 6/4/13 Anchor Wall 11 Comm Sta 4+85 288.0 9.3 122.9 20 93.2 WB364 6/4/13 Anchor Wall 11 Comm Sta 5+20 288.0 9.8 121.4 20 92.0 WB365 6/5/13 Anchor Wall 11 Comm Sta 4+95 290.0 7.4 120.8 20 91.6 WB366 6/5/13 Anchor Wall 11 Comm Sta 5+25 290.0 8.6 119.9 20 90.9 WB367 6/5/13 Anchor Wall 11 Comm Sta 1 +55 290.0 8.2 121.5 20 92.1 WB368 6/5/13 Anchor Wall 11 Comm Sta 1 +85 290.0 9.4 119.7 20 90.8 WB369 6/5/13 Anchor Wall 11 Comm Sta 1 + 70 292.0 9.1 123.9 20 93.9 WB370 6/6/13 Anchor Wall 11 Comm Sta 5+10 293.6 8.7 125.3 20 95.0 WB371 6/6/13 Anchor Wall 11 Comm Sta 5+45 292.0 7.5 122.1 20 92.6 WB372 6/6/13 Anchor Wall 11 Comm Sta 1 +60 292.0 9.2 120.7 20 91.5 WB373 6/7/13 AnchorWall 11 Comm Sta 1+50 294.4 7.7 124.3 20 94.2 WB374 6/7/13 Anchor Wall 11 Comm Sta 1 +50 296.4 8.1 119.8 20 90.8 WB375 6/7/13 Anchor Wall 11 Comm Sta 6+10 272.0 8.0 120.1 20 91.1 WB376 6/7/13 Anchor Wall 11 Comm Sta 6+05 274.0 9.3 120.6 20 91.4 WB377 6/7/13 Anchor Wall 11 Comm Sta 6+00 276.0 8.4 121 .3 20 92.0 WB378 6/7/13 Anchor Wall 11 Comm Sta 6+05 278.0 7.9 122.7 20 93.0 WB379 6/7/13 Anchor Wall 11 Comm Sta 5+90 280.0 8.2 120.6 20 91 .4 WB380 6/10/13 Anchor Wall 11 Comm Sta 5+85 282.0 7.2 120.8 20 91.6 WB381 6/10/13 Anchor Wall 11 Comm Sta 5+80 284.0 6.8 120.3 20 91 .2 WB382 6/10/13 Anchor Wall 11 Comm Sta 5+80 286.0 6.2 126.0 20 95.5 WB383 6/10/13 AnchorWall 11 Comm Sta 5+70 288.0 7.1 123.7 20 93.8 WB384 6/11 /13 AnchorWall 11 Comm Sta 5+75 290.0 7.1 123.9 20 93.9 WB385 6/11/13 Anchor Wall 11 Comm Sta 5+65 292.0 8.9 126.4 20 95.8 WB386 6/11/13 Anchor Wall 11 Comm Sta 5+30 294.0 8.6 120.1 20 91 .1 WB387 6/11/13 Anchor Wall 11 Comm Sta 5+60 294.0 9.1 123.1 20 93.3 WB388 6/11/13 Anchor Wall 11 Comm Sta 5+35 296.0 7.4 124.4 20 94.3 WB389 6/11/13 Anchor Wall 11 Comm Sta 5+65 296.0 7.5 120.6 20 91.4 WB390 6/11/13 Slope between Wall 10 and 11 Comm 288.0 14.8 102.7 1 90.6 WB391 6/11/13 Slope between Wall 10 and 11 Comm 292.0 13.6 104.1 1 91 .9 WB392 6/12/13 Anchor Wall 11 Comm Sta 5+45 298.0 7.3 126.2 20 95.7 WB393 6/12/13 Anchor Wall 11 Comm Sta 5+50 300.0 6.9 123.5 20 93.6 WB394 6/12/13 Anchor Wall 6 Comm Sta 1 +20 300.0 8.4 122.1 20 92.6 WB395 6/12/13 AnchorWall 6 Comm Sta 1+30 301.3 7.8 120.8 20 91.6 WB396 6/13/13 AnchorWall 6 Comm Sta 1+15 302.7 6.7 121.4 20 92.0 WB397 6/13/13 Anchor Wall 6 Comm Sta 1 +50 302.7 7.1 124.7 20 94.5 WB398 6/13/13 Anchor Wall 6 Comm Sta 1 +40 304.0 8.2 120.3 20 91.2 WB399 6/13/13 Anchor Wall 6 Comm Sta 1 +25 306.0 7.6 122.1 20 92.6 WB400 6/13/13 Anchor Wall 6 Comm Sta 1 +65 306.0 7.4 122.8 20 93.1 WB401 6/14/13 Anchor Wall 6 Comm Sta 1 +35 308.0 8.2 126.3 20 95.8 WB402 6/14/13 AnchorWall 6 Comm Sta 1+80 308.0 7.6 123.8 20 93.9 WB403 6/14/13 AnchorWall 6 Comm Sta 1+45 310.0 6.9 125.2 20 94.9 FIGURE 19 JOB NAME: La Costa Square JOB NUMBER: 1211179-65 I:~:~:~:~:~:::::~:::~:::::::::::::~:~:~:~:::::::::~:::::~:~,~~~~:: q~~~!it :r~~~:::: ~::::::::: ~: ~::::::::: ~::::::::::::::::::: :I TEST ELEVATION MOISTURE DRY DENSITY SOIL REL.COMP. NO. DATE LOCATION (feet,Msq (eercent} (e.c.f.} TYPE (eercent) WB404 6/14/13 Anchor Wall 6 Comm Sta 1+95 310.0 8.9 122.6 20 92.9 WB405 6/17/13 Anchor Wall 6 Comm Sta 2+65 312.0 9.5 125.3 20 95.0 WB406 6/17/13 Anchor Wall 6 Comm Sta 2+80 312.0 8.7 122.7 20 93.0 WB407 6/17/13 AnchorWall 6 Comm Sta 3+15 314.0 8.9 122.9 20 93.2 WB408 6/17/13 Anchor Wall 6 Comm Sta 2+85 314.0 7.6 124.0 20 94.0 WB409 6/18/13 Anchor Wall 6 Comm Sta 2+45 316.0 8.4 120.7 20 91.5 WB410 6/18/13 Anchor Wall 6 Comm Sta 2+20 316.0 6.9 119.8 20 90.8 WB411 6/18/13 Anchor Wall 6 Comm Sta 2+35 318.0 7.3 124.7 20 94.5 WB412 6/18/13 Anchor Wall 6 Comm Sta 2+75 320.0 7.2 125.9 20 95.5 WB413 6/18/13 Anchor Wall 6 Comm Sta 2+50 320.0 8.9 121.6 20 92.2 WB414 6/19/13 Anchor Wall 6 Comm Sta 2+65 322.0 8.7 126.1 20 95.6 WB415 6/19/13 Anchor Wall 6 Comm Sta 2+80 324.0 9.5 124.9 20 94.7 WB416 6/19/13 AnchorWall 6 Comm Sta 3+15 326.0 8.3 123.5 20 93.6 WB417 6/19/13 Anchor Wall 6 Comm Sta 2+85 326.0 7.9 120.8 20 91.6 WB418 6/20/13 Anchor Wall 6 Comm Sta 2+95 328.0 8.1 127.3 20 96.5 WB419 6/20/13 Anchor Wall 6 Comm Sta 3+20 328.0 8.7 120.9 20 91 .7 WB420 6/20/13 Anchor Wall 6 Comm Sta 3+30 329.4 9.5 123.2 20 93.4 WB421 6/20/13 Anchor Wall 6 Comm Sta 3+15 331.4 9.0 124.6 20 94.5 WB422 6/20/13 Anchor Wall 6 Comm Sta 3+50 331.4 7.6 122.8 20 93.1 WB423 6/20/13 Anchor Wall 6 Comm Sta 3+35 333.0 7.9 120.1 20 91.1 WB438 6/25/13 Anchor Wall 12 Comm Sta 3+94 292.0 5.9 119.6 20 90.7 WB439 6/25/13 Anchor Wall 12 Comm Sta 3+44 292.0 5.8 120.1 20 91.1 WB440 6/26/13 AnchorWall 12 Comm Sta 1+64 290.0 5.7 113.2 20 85.8 WB441 6/26/13 Anchor Wall 12 Comm Sta 2+14 290.0 5.7 116.5 20 88.3 WB442 6/26/13 RETEST #WB440 290.0 6.3 119.4 20 90.5 WB443 6/26/13 RETEST #WB441 290.0 6.3 119.8 20 90.8 WB444 6/26/13 AnchorWall 12 Comm Sta 2+64 290.0 8.0 120.2 20 91.1 WB445 6/26/13 Anchor Wall 12 Comm Sta 3+62 294.0 6.6 119.8 20 90.8 WB446 6/26/13 Anchor Wall 12 Comm Sta 4+12 294.0 7.3 122.5 20 92.9 WB447 6/26/13 Anchor Wall 12 Comm Sta 4+45 294.0 7.6 120.3 20 91 .2 WB448 6/27/13 Fill between Wall 11 & 12 Comm 288.0 12.7 114.1 10 91 .0 WB449 6/27/13 Fill between Wall 11 & 12 Comm 291 .0 12.9 113.7 10 90.7 WB450 6/27/13 Fill between Wall 11 & 12 Comm 294.0 9.9 117.7 10 93.9 WB451 6/27/13 Anchor Wall 7 Comm Sta 1+23 311.0 5.8 119.7 20 90.8 WB452 6/27/13 Anchor Wall 12 Comm Sta 1+84 292.0 5.7 119.1 20 90.3 WB453 6/27/13 Anchor Wall 12 Comm Sta 2+30 292.0 7.9 121 .0 20 91.7 WB454 6/27/13 AnchorWall 12 Comm Sta 2+75 292.0 6.2 120.1 20 91.1 WB455 6/27/13 AnchorWall 12 Comm Sta 3+21 292.0 6.9 119.6 20 90.7 WB456 6/28/13 AnchorWall 7 Comm Sta 1+60 314.0 8.2 123.5 20 93.6 WB457 6/28/13 AnchorWall 7 Comm Sta 1+70 317.0 8.6 125.7 20 95.3 TURN OVER DATE BETWEEN TPC AND WHITING TURNER #N/A WB458 7 /1 /13 Between Wall 12 & 11 Sta 2+75 289.0 14.8 100.3 12 91 .8 WB459 7/1/13 Between Wall 12 & 11 Sta 2+25 289.0 16.4 97.1 12 88.8 WB460 7/1/13 Between Wall 12 & 11 Sta 1+75 290.0 16.0 97.8 12 89.5 WB461 7/1/13 RETEST #WB459 289.0 15.2 99.1 12 90.7 WB462 7/1/13 RETEST #WB460 290.0 14.1 106.5 12 97.4 WB469 7/1/13 Between Wall 6 & 7 Sta 1+60 318.0 10.9 101.0 12 92.4 WB470 7/1/13 Between Wall 6 & 7 Sta 1+10 313.0 12.5 99.4 12 90.9 WB471 7/1/13 Between Wall 6 & 7 Sta 0+60 31 1.0 14.0 100.3 12 91 .8 WB472 7/2/13 Anchor wall 7 Comm Sta 1+10 3135.0 6.5 123.2 20 93.4 WB473 7/2/13 Anchor wall 7 Comm Sta 1 +40 317.0 6.9 119.8 20 90.8 WB474 7/2/13 Anchor wall 7 Comm Sta 1 +60 320.5 7.3 119.0 20 90.2 FIGURE 20 JOB NAME: La Costa Square JOB NUMBER: 1211179-65 I j j: j j j: j: j j j j j j j: j: j j: j::::: j::::::::::::::::::::: ~ j j::::: !~~~@:: q~~~ih:: i~ili: j::: j::::::: j: j::::::::::: j: j: j: j::::: j: j: j: j: jl TEST ELEVATION MOISTURE DRY DENSITY SOIL REL.COMP. NO. DATE LOCATION (feet,MSL} (eercent) (e.c.f.) TYPE (eercent) WB475 7/2/13 Anchor wall 7 Comm Sta 1 +95 323.0 7.0 121.6 20 92.2 WB476 7/2/13 Anchor wall 12 Comm Sta 3+35 296.0 8.3 121.8 20 92.3 WB477 7/2/13 Anchor wall 12 Comm Sta 3+85 296.0 7.5 124.0 20 94.0 WB478 7/2/13 Anchor wall 12 Comm Sta 4+35 296.0 6.1 123.1 20 93.3 WB479 7/2/13 Anchor wall 12 Comm Sta 1 +40 296.0 6.3 125.3 20 95.0 WB480 7/2/13 Anchor wall 12 Comm Sta 1 +85 296.0 5.9 122.8 20 93.1 WB481 7/2/13 Anchor wall 12 Comm Sta 2+35 296.0 7.3 120.4 20 91.3 WB482 7/2/13 Anchor wall 12 Comm Sta 2+85 296.0 8.0 120.9 20 91.7 WB489 7/3/13 Anchor Wall 12 Comm Sta 4+60 298.0 8.4 123.0 20 93.3 WB490 7/3/13 AnchorWall 12 Comm Sta 4+15 298.0 8.0 121 .5 20 92.1 WB491 7/3/13 Anchor Wall 12 Comm Sta 3+65 298.0 8.9 120.8 20 91 .6 WB492 7/3/13 Anchor Wall 12 Comm Sta 3+00 298.0 9.3 119.8 20 90.8 WB493 7/3/13 Anchor Wall 12 Comm Sta 2+50 298.0 6.9 119.2 20 90.4 WB494 7/3/13 Anchor Wall 12 Comm Sta 2+00 298.0 7.5 124.1 20 94.1 WB495 7/3/13 AnchorWall 12 Comm Sta 1+50 298.0 7.2 122.8 20 93.1 WB496 7/8/13 Anchor Wall 12 Comm Sta 4+25 300.0 6.8 124.4 20 94.3 WB497 7/8/13 Anchor Wall 12 Comm Sta 4+ 75 300.0 6.9 122.9 20 93.2 WB498 7/8/13 Anchor Wall 12 Comm Sta 4+45 302.0 7.5 120.6 20 91.4 WB499 7/8/13 Anchor Wall 12 Comm Sta 4+90 302.0 6.7 122.8 20 93.1 WB500 7/8/13 Slope between wall 11 & 12 Comm 295.0 7.6 118.4 9 92.5 WB501 7/8/13 Slope between wall 11 & 12 Comm 293.0 8.2 117.9 9 92.1 WB502 7/8/13 Slope between wall 11 & 12 Comm 296.0 7.0 116.0 9 90.6 WB502a 7/10/13 Anchor Wall 12 Comm Sta 1+20 300.0 5.5 112.2 20 85.1 WB503 7/10/13 RETEST #WB502a 300.0 6.2 119.5 20 90.6 WB504 7/11/13 Anchor Wall 14 Comm 296.0 7.2 121.1 20 91 .8 WB505 7/12/13 AnchorWall 14 Comm Sta 1+05 298.0 6.4 124.6 20 94.5 WB506 7/12/13 AnchorWall 14 Comm Sta 1+50 298.0 7.2 124.3 20 94.2 WB507 7/12/13 AnchorWall 14 Comm Sta 1+85 298.0 5.2 123.4 20 93.6 WB508 7/15/13 Anchor Wall 14 Comm Sta 1+20 300.0 8.6 126.0 20 95.5 WB509 7/15/13 Anchor Wall 14 Comm Sta 1+70 300.0 8.5 126.4 20 95.8 WB510 7/15/13 Anchor Wall 14 Comm Sta 1+30 302.0 7.2 122.5 20 92.9 WB511 7/15/13 AnchorWall 14 Comm Sta 1+80 302.0 7.9 124.8 20 94.6 WB512 7/15/13 Anchor Wall 14 Comm Sta 2+20 302.0 9.1 121.7 20 92.3 WB513 7/15/13 AnchorWall 12 Comm Sta 5+90 278.0 8.4 119.8 20 90.8 WB514 7/16/13 Anchor Wall 14 Comm Sta 2+10 304.0 6.9 122.0 20 92.5 WB515 7/16/13 Anchor Wall 14 Comm Sta 2+60 304.0 8.4 124.5 20 94.4 WB516 7/16/13 Anchor Wall 14 Comm Sta 3+00 306.0 5.9 123.8 20 93.9 WB517 7/16/13 Anchor Wall 14 Comm Sta 2+50 306.0 7.3 123.2 20 93.4 WB518 7/16/13 AnchorWall 14 Comm Sta 2+00 306.0 6.9 120.7 20 91 .5 WB519 7/16/13 Anchor Wall 12 Comm Sta 6+00 280.0 8.0 120.0 20 91.0 WB520 7/16/13 Anchor Wall 12 Comm Sta 5+65 282.0 8.1 119.8 20 90.8 WB521 7/16/13 Anchor Wall 12 Comm Sta 6+10 282.0 7.4 122.5 20 92.9 WB522 7/17/13 Anchor Wall 14 Comm Sta 2+25 308.0 7.3 121.8 20 92.3 WB523 7/17/13 AnchorWall 14 Comm Sta 2+75 308.0 7.1 120.2 20 91 .1 WB524 7/17/13 Anchor Wall 14 Comm Sta 3+20 308.0 6.8 118.9 20 90.1 WB525 7/17/13 Anchor Wall 14 Comm Sta 3+45 310.0 7.6 119.6 20 90.7 WB526 7/17/13 Anchor Wall 14 Comm Sta 2+95 310.0 8.4 124.7 20 94.5 WB527 7/17/13 Anchor Wall 12 Comm Sta 6+05 284.0 6.6 123.1 20 93.3 WB528 7/17/13 Anchor Wall 12 Comm Sta 5+60 284.0 6.3 123.3 20 93.5 WB529 7/17/13 AnchorWall 12 Comm Sta 5+85 286.0 8.9 125.0 20 94.8 WB530 7/17/13 Anchor Wall 12 Comm Sta 5+65 286.0 9.0 119.7 20 90.8 WB531 7/18/13 Anchor Wall 14 Comm Sta 3+70 312.0 7.2 119.4 20 90.5 FIGURE 21 JOB NAME: La Costa Square JOB NUMBER: 1211179-65 I: j: j::: j: j: j: j: j: j: j: j: j::::: j: ~ j ~: ~ j ~ j ~:: j: j ~ j ~ j ~ j ~ j ~ j ~ j ~ !~~~~ j q~~~!IT j ¥~~: ~:: j ~ j ~: ~: ~ j ~ j ~ j ~ j ~ j:: ~:: ~: j: j ~ j: j ~: ~ j: j j j:: ~ j ~I TEST ELEVATION MOISTURE DRY DENSITY SOIL REL.COMP. NO. DATE LOCATION (feet,MSL} (eercent) (e.c.q TYPE {eercent) WB532 7/18/13 Anchor Wall 14 Comm Sta 3+20 312.0 7.4 119.1 20 90.3 WB533 7/18/13 Anchor Wall 14 Comm Sta 3+90 314.0 6.8 122.8 20 93.1 WB534 7/18/13 Anchor Wall 14 Comm Sta 3+40 314.0 7.1 118.9 20 90.1 WB535 7/18/13 AnchorWall 12 Comm Sta 5+55 288.0 7.1 121.7 20 92.3 WB536 7/18/13 AnchorWall 12 Comm Sta 5+60 290.0 7.0 120.3 20 91 .2 WB537 7/19/13 AnchorWall 14 Comm Sta 4+10 316.0 5.8 119.6 20 90.7 WB538 7/19/13 Anchor Wall 14 Comm Sta 3+60 316.0 6.1 120.4 20 91 .3 WB539 7/19/13 Anchor Wall 14 Comm Sta 4+35 318.0 6.8 120.1 20 91 .1 WB540 7/19/13 Anchor Wall 14 Comm Sta 3+85 318.0 6.4 124.6 20 94.5 WB541 7/19/13 Anchor Wall 12 Comm Sta 5+45 292.0 6.6 123.8 20 93.9 WB542 7/19/13 Anchor Wall 12 Comm Sta 5+40 294.0 6.9 122.1 20 92.6 WB543 7/22/13 Anchor Wall 12 Comm Sta 5+35 296.0 7.8 120.4 20 91.3 WB544 7/22/13 Anchor Wall 12 Comm Sta 5+40 298.0 8.4 123.7 20 93.8 WB545 7/22/13 Anchor Wall 12 Comm Sta 5+30 300.0 6.8 121.9 20 92.4 WB546 7/22/13 Slope between wall 11 and 12 292.0 13.7 114.5 14c 92.5 WB547 7/22/13 Slope between wall 11 and 13 295.0 14.2 113.9 14c 92.0 WB548 7/22/13 Slope between wall 11 and 14 299.0 15.3 112.2 14c 90.6 WB549 7/22/13 Anchor Wall 14 Comm Sta 4+10 320.0 6.9 118.9 20 90.1 WB550 7/22/13 Anchor Wall 14 Comm Sta 4+60 320.0 6.6 125.8 20 95.4 WB551 7/22/13 Anchor Wall 14 Comm Sta 4+25 322.0 7.3 125.2 20 94.9 WB552 7/22/13 Anchor Wall 14 Comm Sta 4+75 322.0 7.5 124.0 20 94.0 WB553 7/23/13 Anchor wall 12 Comm Sta 5+20 302.0 6.6 126.3 20 95.8 WB554 7/23/13 Anchor wall 12 Comm Sta 4+85 304.0 6.3 122.7 20 93.0 WB555 7/23/13 Anchor wall 12 Comm Sta 5+30 304.0 7.5 123.5 20 93.6 WB556 7/23/13 Anchor wall 12 Comm Sta 5+00 306.0 6.9 122.2 20 92.6 WB557 7/24/13 Anchor wall 12 Comm Sta 4+90 308.0 5.8 119.6 20 90.7 WB558 7/24/13 Anchor wall 12 Comm Sta 4+90 310.0 6.4 123.5 20 93.6 WB559 7/25/13 Anchor wall 4 Comm Sta 2+85 340.3 5.9 124.2 20 94.2 WB560 7/25/13 Anchor wall 4 Comm Sta 2+40 340.3 5.7 120.1 20 91.1 WB561 7/25/13 Anchor wall 4 Comm Sta 1 +20 342.3 7.1 119.0 20 90.2 WB562 7/26/13 Anchor wall 4 Comm Sta 1 + 70 342.3 6.4 122.8 20 93.1 WB563 7/26/13 Anchor wall 4 Comm Sta 2+20 342.3 5.8 125.3 20 95.0 WB564 7/26/13 Anchor wall 4 Comm Sta 2+ 70 342.3 7.3 119.6 20 90.7 WB565 7/29/13 Anchor wall 4 Comm Sta 1 +35 344.0 6.2 120.5 20 91.4 WB566 7/29/13 Anchor wall 4 Comm Sta 1 +80 344.0 5.9 122.4 20 92.8 WB567 7/29/13 Anchor wall 4 Comm Sta 2+35 344.0 7.7 121 .8 20 92.3 WB568 7/29/13 Anchor wall 4 Comm Sta 2+ 75 344.0 8.2 123.5 20 93.6 WB569 7/31/13 Anchor wall 1 Comm Sta 2+40 329.7 7.3 125.7 20 95.3 WB570 7/31/13 Anchor wall 1 Comm Sta 2+00 329.7 6.9 123.4 20 93.6 WB571 7/31/13 Anchor wall 1 Comm Sta 1 +50 329.7 9.1 122.9 20 93.2 WB572 7/31/13 Anchor wall 1 Comm Sta 2+20 331 .0 8.4 124.3 20 94.2 WB573 7/31/13 Anchor wall 1 Comm Sta 1 + 70 331 .0 7.8 119.8 20 90.8 WB574 7/31/13 Anchor wall 15 Comm Sta 1 +30 307.3 7.0 120.5 20 91.4 WB575 7/31/13 Anchor wall 15 Comm Sta 1 +80 307.3 8.3 123.7 20 93.8 WB576 7/31/13 Anchorwall 15 Comm Sta 1+15 309.3 5.9 119.9 20 90.9 WB577 8/1/13 Anchor wall 1 Comm Sta 2+ 10 332.3 7.7 121.9 20 92.4 WB578 8/1/13 Anchor wall 1 Comm Sta 1 +55 332.3 7.9 120.2 20 91 .1 WB579 8/1/13 Anchorwall 1 Comm Sta 1+70 333.7 8.6 119.7 20 90.8 WB580 8/1/13 Anchor wall 1 Comm Sta 1 +40 333.7 8.0 123.6 20 93.7 WB581 8/1/13 Anchor wall 1 Comm Sta 1 +45 335.7 7.2 123.1 20 93.3 WB582 8/1/13 Anchor wall 1 Comm Sta 1 +15 335.7 6.5 120.4 20 91.3 WB583 8/1/13 Anchor wall 15 Comm Sta 1 +65 309.3 6.8 120.9 20 91 .7 FIGURE 22 JOB NAME: La Costa Square JOB NUMBER: 1211179-65 I j ~: ~: ~: ~: ~: ~: ~: ~: ~ j ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~ j ~: ~: ~ !~~~@ : p~~~!TT~ )~~: ~: ~ j ~ j ~: ~ j ~: ~: ~ j ~: ~: ~ j ~: ~: ~: ~: ~: ~: ~: ~ j ~ j ~ j ~ j ~: ~I TEST ELEVATION MOISTURE DRY DENSITY SOIL REL.COMP. NO. DATE LOCATION (feet,MSL) (eercent) (e.c.q TYPE (eercent) W8584 8/1/13 Anchor wall 15 Comm Sta 2+ 15 309.3 9.1 125.6 20 95.2 W8585 8/2/13 Anchor wall 15 Comm Sta 1 +35 306.3 9.1 122.7 20 93.0 W8586 8/2/13 Anchor wall 15 Comm Sta 1 +85 306.3 8.8 125.4 20 95.1 W8587 8/2/13 Anchor wall 15 Comm Sta 2+35 306.3 8.4 120.8 20 91.6 W8588 8/2/13 Anchor wall 15 Comm Sta 2+80 306.3 7.3 122.2 20 92.6 W8589 8/5/13 Anchor wall 15 Comm Sta 1 +45 313.3 7.4 127.2 20 96.4 W8590 8/5/13 Anchor wall 15 Comm Sta 1 +95 313.3 8.6 120.4 20 91.3 W8591 8/5/13 Anchor wall 15 Comm Sta 2+45 313.3 8.3 119.8 20 90.8 W8592 8/5/13 Anchor wall 15 Comm Sta 2+95 313.3 6.9 124.6 20 94.5 W8593 8/5/13 Slope between Wall 14 and 15 Comm 307.0 8.4 120.1 17b 92.4 W8594 8/5/13 Slope between Wall 14 and 15 Comm 309.0 8.9 118.7 17b 91 .3 W8594a 8/6/13 AnchorWall 15 Comm Sta 1+60 315.0 7.5 122.9 20 93.2 W8595 8/6/13 Anchor Wall 15 Comm Sta 2+05 315.3 7.9 121.4 20 92.0 W8596 8/6/13 AnchorWall 15 Comm Sta 2+55 315.3 6.8 125.4 20 95.1 W8597 8/6/13 AnchorWall 15 Comm Sta 3+05 315.3 7.4 124.1 20 94.1 W8598 8/6/13 Anchor Wall 15 Comm Sta 3+55 316.7 8.4 116.8 20 88.6 W8599 8/6/13 RETEST# WB598 316.7 8.3 123.7 20 93.8 W8600 8/7/13 Anchor Wall 15 Comm Sta 3+25 317.3 6.7 124.9 20 94.7 W8601 8/7/13 AnchorWall 15 Comm Sta 2+75 317.3 8.1 123.5 20 93.6 W8602 8/7/13 Anchor Wall 15 Comm Sta 2+30 317.0 7.8 126.3 20 95.8 W8603 8/7/13 Anchor Wall 15 Comm Sta 4+00 319.3 7.3 125.1 20 94.8 W8604 8/7/13 Anchor Wall 15 Comm Sta 3+50 319.3 9.2 127.2 20 96.4 W8605 8/7/13 Anchor Wall 15 Comm Sta 3+00 319.3 8.5 122.8 20 93.1 W8609 8/8/13 Anchor Wall 15 Comm Sta 3+30 320.8 7.6 126.2 20 95.7 W8610 8/8/13 AnchorWall 15 Comm Sta 3+80 321.4 9.4 123.9 20 93.9 W8611 8/8/13 Anchor Wall 15 Comm Sta 4+20 323.4 8.8 120.2 20 91.1 W8643 8/23/13 AnchorWall 2 Comm Sta 1+30 367.7 7.3 123.8 20 93.9 W8644 8/26/13 Anchor Wall 2 Comm Sta 1+55 369.7 6.8 120.5 20 91.4 W8645 8/26/13 AnchorWall 2 Comm Sta 2+15 369.7 5.4 119.8 20 90.8 W8646 8/26/13 Anchor Wall 2 Comm Sta 2+25 371.7 7.2 123.2 20 93.4 W8647 8/26/13 Anchor Wall 2 Comm Sta 1 +65 371.7 7.6 122.6 20 92.9 W8648 8/27/13 AnchorWall 2 Comm Sta 1+30 367.7 6.8 124.7 20 94.5 W8649 8/27/13 Anchor Wall 2 Comm Sta 1 +40 369.7 7.1 120.2 20 91 .1 W8650 8/27/13 Anchor Wall 2 Comm Sta 2+00 373.0 8.0 121.4 20 92.0 W8652 11/13/13 Anchor Wall 13 Comm Sta 1 +85 291 .0 10.1 121.6 20 92.2 WB653 11/13/13 Anchor Wall 13 Comm Sta 2+00 293.0 7.8 119.9 20 90.9 W8654 11/14/13 Anchor Wall 11 Comm Sta 1 +15 288.0 6.9 124.9 81 91.0 W8655 11/14/13 Anchor Wall 11 Comm Sta 1+10 290.0 7.8 127.3 81 92.7 W8656 11/14/13 Anchor Wall 11 Comm Sta 1 +40 290.0 8.2 130.2 B1 94.8 W8657 11/14/13 Anchor Wall 13 Comm Sta 1 +65 293.0 6.7 128.4 B1 93.5 W8658 11/14/13 AnchorWall 13 Comm Sta 2+10 295.0 6.3 128.7 81 93.7 WB659 11/15/13 AnchorWall 11 Comm Sta 1+15 292.0 8.2 130.5 B1 95.0 W8660 11/15/13 AnchorWall 11 Comm Sta 1+35 292.0 5.7 131.2 81 95.6 W8661 11/15/13 AnchorWall 13 Comm Sta 1+50 295.0 6.9 127.6 B1 92.9 W8662 11/15/13 AnchorWall 13 Comm Sta 1+40 297.0 5.9 125.8 81 91.6 W8663 11/15/13 AnchorWall 13 Comm Sta 1+90 297.0 7.4 128.7 B1 93.7 W8664 11/18/13 Anchor Wall 11 Comm Sta 1 +91 294.0 8.1 130.6 B1 95.1 W8665 11/18/13 Anchor Wall 11 Comm Sta 1 +92 294.0 7.5 127.7 B1 93.0 W8666 11/19/13 Anchor Wall 11 Comm Sta 1 +40 296.0 5.8 133.0 81 96.9 W8667 11/19/13 AnchorWall 13 Comm Sta 1+70 299.0 7.2 129.4 81 94.2 W8668 11/20/13 Anchor Wall 13 Comm Sta 1 +25 299.0 7.3 128.8 81 93.8 W8669 11/20/13 AnchorWall 13 Comm Sta 1+10 301.0 6.8 130.1 81 94.8 FIGURE 23 JOB NAME: La Costa Square JOB NUMBER: 1211179-65 I~~~~:~:~:~~~:~:~:~:~:~:~:~:~:~:~:~~~:~:~:~:~:~:~:~:~:~:~:~,~~~@.: q~~~,tt~: r~~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~:~:~~~:~I TEST ELEVATION MOISTURE DRY DENSITY SOIL REL.COMP. NO. DATE LOCATION (feet,MSL) (eercent) (e.c.f.) TYPE (eercent) WB670 11/20/13 Anchor Wall 13 Comm Sta 1 +45 301 .0 6.0 126.5 B1 92.1 WB671 11/20/13 AnchorWall 11 Comm Sta 1+10 296.0 8.2 124.2 B1 90.5 WB672 11/25/13 Anchor Wall 13 Comm Sta 2+15 299.0 6.1 127.6 B1 92.9 WB673 11/25/13 AnchorWall 13 Comm Sta 2+17 301 .0 5.7 124.8 B1 90.9 WB674 11/25/13 Anchor Wall 11 Comm Sta 1+05 297.0 7.4 130.2 B1 94.8 WB675 11/25/13 Anchor Wall 11 Comm Sta 1+02 299.0 8.3 127.8 B1 93.1 WB676 11/25/13 Anchor Wall 11 Comm Sta 1+00 301 .0 6.9 126.5 B1 92.1 wb667 11/27/13 AnchorWall 3 Comm Sta 1+70 344.7 7.1 123.8 23 93.9 wb668 11/27/13 Anchor Wall 3 Comm Sta 2+05 344.7 8.3 122.7 23 93.0 wb669 11/27/13 Anchor Wall 3 Comm Sta 2+50 344.7 6.8 124.3 23 94.2 WB670 12/2/13 Anchor Wall 3 Comm Sta 1 +50 336.7 6.8 124.9 23 94.7 WB671 12/2/13 Anchor Wall 3 Comm Sta 2+00 336.7 7.3 122.6 23 92.9 WB672 12/2/13 Anchor Wall 3 Comm Sta 2+50 336.7 7.0 125.3 23 95.0 WB673 12/2/13 Anchor Wall 3 Comm Sta 2+95 336.7 5.9 120.8 23 91 .6 WB674 12/3/13 AnchorWall 3 Comm Sta 1+75 348.7 6.3 126.6 23 96.0 WB675 12/3/13 Anchor Wall 3 Comm Sta 2+25 348.7 5.9 128.1 23 97.1 WB676 12/3/13 Anchor Wall 3 Comm Sta 2+75 348.7 6.5 125.8 23 95.4 WB677 12/3/13 Anchor Wall 3 Comm Sta 2+10 350.7 7.4 124.3 23 94.2 WB678 12/3/13 Anchor Wall 3 Comm Sta 2+60 350.7 6.6 120.9 23 91 .7 WB679 12/4/13 AnchorWall 3 Comm Sta 1+80 351 .0 7.5 127.6 23 96.7 WB680 12/4/13 Anchor Wall 3 Comm Sta 2+20 353.0 6.9 125.7 23 95.3 WB681 12/4/13 AnchorWall 3 Comm Sta 2+70 353.0 8.7 123.2 23 93.4 WB682 12/4/13 Anchor Wall 3 Comm Sta 2+83 354.5 9.2 122.6 23 92.9 WB683 12/5/13 Anchor Wall 3 Comm Sta 1+25 345.0 8.4 119.8 23 90.8 WB684 12/5/13 Anchor Wall 3 Comm Sta 1 +40 347.0 7.8 121 .6 23 92.2 WB685 12/5/13 Anchor Wall 3 Comm Sta 1+10 347.0 8.5 125.9 23 95.5 WB686 12/5/13 AnchorWall 3 Comm Sta 1+60 349.5 7.3 122.7 23 93.0 WB687 12/31/13 CMU wall #37 Comm 335.0 14.5 107.3 12 98.2 WB688 12/31/13 CMU wall #37 Comm 334.0 13.7 102.8 12 94.1 WB689 1/2/14 CMU#37 Comm 337.0 15.4 101.6 12 93.0 WB690 1/2/14 CMU#37 Comm 337.0 12.2 100.0 12 91.5 WB691 1/2/14 CMU#36 Comm 335.0 16.1 103.2 12 94.4 WB692 1/2/14 CMU#36 Comm 335.0 14.5 99.6 12 91 .1 WB693 1/3/14 CMU#36 Comm 337.0 14.7 102.5 12 93.8 WB694 1/3/14 CMU #36 Comm 337.0 15.9 99.0 12 90.6 WB695 1/8/14 CMU#35 Comm 330.0 13.9 102.2 12 93.5 WB696 1/8/14 CMU #35 Comm 330.0 15.2 99.4 12 90.9 WB697 1/8/14 CMU #35 Comm 330.0 16.8 103.7 12 94.9 WB698 1 /8/14 CMU #35 Comm 332.0 15.3 105.8 12 96.8 WB699 1/8/14 CMU#35 Comm 332.0 14.8 102.4 12 93.7 WB700 1/8/14 CMU#35 Comm 332.0 15.2 106.7 12 97.6 WB701 1/9/14 CMU #34 Comm 326.5 16.1 101.7 12 93.0 WB702 1/9/14 CMU#34 Comm 326.5 15.3 99.8 12 91 .3 WB703 1/9/14 CMU #31 Comm 334.5 6.5 120.7 19 90.9 WB704 1/9/14 CMU #39 Comm 338.0 7.3 121.9 19 91 .8 WB705 1/10/14 CMU #31 Comm 336.5 6.7 125.8 19 94.7 WB706 1/10/14 CMU#39 Comm 340.0 7.5 122.4 19 92.2 WB707 1/10/14 CMU#31 Comm 338.0 15.8 104.5 92.2 WB708 1/10/14 CMU #39 Comm 341 .0 14.2 102.9 1 90.8 WB709 1/14/14 CMU wall 30 Comm 326.0 4.0 118.3 19 89.1 WB710 1/14/14 CMU wall 30 Comm 326.0 5.1 114.6 19 86.3 WB711 1/14/14 RETEST #WB709 326.0 9.1 124.3 19 93.6 FIGURE 24 JOB NAME: La Costa Square JOB NUMBER: 1211179-65 I:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~,~~~@: q~~~frt~: i~aj#j ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~:~:~:~:~I TEST ELEVATION MOISTURE DRY DENSITY SOIL REL.COMP. NO. DATE LOCATION (feet,Msq (eercent} (e,c,f.} TYPE (eercent} WB712 1/14/14 RETEST #WB710 326.0 8.8 127.1 19 95.7 WB713 1/15/14 CMU wall #30 Comm 328.0 8.0 127.3 19 95.9 WB714 1/15/14 CMU wall #30 Comm 328.0 8.7 126.1 19 95.0 WB715 1/15/14 CMU wall #30 Comm 330.0 9.4 128.0 19 96.4 WB716 1/15/14 CMU wall #30 Comm 330.0 9.1 127.7 19 96.2 WB719 1/21/14 Cmu wall 38 Sheet 6 Comm 338.0 12.0 114.0 7 93.5 WB720 1/21/14 Cmu wall 38 Sheet 6 Comm 334.0 13.2 113.2 7 92.9 WB721 1/21/14 Cmu wall 38 Sheet 6 Comm 336.0 12.4 112.8 7 92.5 WB722 1/24/14 Cmu Wall 25 Comm 305.0 8.7 124.5 17e 93.0 WB723 1/24/14 Cmu Wall 25 Comm 305.0 10.2 121.2 17e 90.5 WB726 1/27/14 Cmu wall 26 Comm 331.0 10.2 123.6 17e 92.3 WB727 1/27/14 Cmu wall 26 Comm 331.0 8.7 121.9 17e 91 .0 WB728 1/30/14 CMU wall #40 Comm 334.0 10.2 120.7 17e 90.1 WB729 1/30/14 CMU wall #40 Comm 334.0 9.3 125.2 17e 93.5 WB730 1/30/14 CMU wall #40 Comm 336.0 9.7 124.1 17e 92.7 WB731 1/30/14 CMU wall #40 Comm 336.0 11.4 127.3 17e 95.1 WB732 2/19/14 Building wall inside Lot 18 Comm 323.5 5.9 129.6 B1 94.4 WB733 2/19/14 Building wall inside Lot 18 Comm 323.5 6.4 129.7 B1 94.5 WB734 2/20/14 Building wall inside Lot 18 Comm 325.0 9.7 126.2 B1 91.9 WB735 2/20/14 Building wall inside Lot 18 Comm 325.0 8.7 124.6 B1 90.8 WB736 3/17/14 Sheet 14 Comm 328.0 8.6 126.8 17e 94.7 WB737 3/17/14 Sheet 14 Comm 329.0 8.2 124.2 17e 92.8 WB738 4/8/14 Sheet 13 Loading Dock Pad 20 -3.0 8.1 119.2 23 90.4 WB739 4/8/14 Sheet 13 Loading Dock Pad 20 FS 7.9 120.3 23 91.2 WB740 4/8/14 Sheet 13 Perimeter FS 10.2 115.0 14E 90.8 WB741 4/8/14 Sheet 14 wall FS 11.1 116.1 14E 91 .6 WB742 4/10/14 Pad 20 Sheet 13 318.0 6.7 129.3 B1 94.2 WB743 4/10/14 Pad 20 Sheet 13 319.0 10.0 124.6 B1 90.8 WB744 4/10/14 Pad 20 Sheet 13 321 .0 9.4 124.1 B1 90.4 WB745 4/10/14 Pad 20 Sheet 13 321.0 10.2 132.1 81 96.2 WB746 4/14/14 Sheet 13 Pad 20 323.0 9.3 127.1 81 92.6 WB747 4/14/14 Sheet 13 Pad 20 323.0 8.7 125.6 B1 91 .5 WB748 4/14/14 Sheet 13 Pad 20 323.0 10.4 127.5 B1 92.9 WB749 4/14/14 Sheet 13 Pad 20 316.0 9.2 130.8 B1 95.3 WB750 4/14/14 Sheet 13 Pad 20 312.0 8.7 130.1 B1 94.8 WB751 4/14/14 Sheet 13 Pad 20 315.0 7.9 125.2 81 91.2 WB752 4/14/14 Sheet 13 Pad 20 317.0 8.4 126.8 61 92.4 WB753 4/14/14 Sheet 13 Pad 20 312.0 8.9 125.7 B1 91 .6 WB25-1 12/23/13 CIP Lot 25 Comm 308.0 7.2 129.7 B1 94.5 WB25-2 12/23/13 CIP Lot 25 Comm 308.0 6.6 126.4 B1 92.1 WB25-3 12/23/13 CIP Lot 25 Comm 308.0 7.7 127.8 B1 93.1 WB25-4 12/23/13 CIP Lot 25 Comm 308.0 6.5 126.9 B1 92.4 WB25-5 12/23/13 Bench for first Anchor Footing 314.0 5.6 128.5 B1 93.6 WB25-6 12/23/13 Bench for first Anchor Footing 314.0 6.3 127.4 B1 92.8 WB25-7 12/24/13 CIP Lot 25 Comm 310.0 6.4 125.8 B1 91.6 WB25-8 12/24/13 CIP Lot 25 Comm 310.0 7.5 129.9 B1 94.6 WB25-9 12/24/13 CIP Lot 25 Comm 310.0 7.3 124.9 B1 91 .0 WB25-10 12/24/13 CIP Lot 25 Comm 310.0 6.9 120.5 B1 87.8 WB25-11 12/24/13 RETEST# WB25-10 312.0 7.0 124.2 B1 90.5 WB25-12 12/24/1 3 CIP Lot 25 Comm 312.0 8.2 123.8 81 90.2 WB25-13 12/24/13 CIP Lot 25 Comm 312.0 7.7 127.4 B1 92.8 WB25-14 12/24/13 CIP Lot 25 Comm 312.0 8.0 125.8 B1 91.6 FIGURE 25 JOB NAME: La Costa Square JOB NUMBER: 1211179-65 I:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~,~~~~: P~~~,tt: i~aj#: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~: ~:~:~:~:~I TEST ELEVATION MOISTURE DRY DENSITY SOIL REL.COMP. NO. DATE LOCATION (feet,Msq (eercent) (e.c.f.) TYPE (eercent) WB25-15 12/30/13 CIP Lot 25 Comm 314.0 7.2 126.2 B1 91 .9 WB25-16 12/30/13 CIP Lot 25 Comm 314.0 6.9 125.9 B1 91 .7 WB25-17 12/30/13 CIP Lot 25 Comm 316.0 6.3 125.3 B1 91 .3 WB25-18 12/30/13 CIP Lot 25 Comm 316.0 5.0 124.8 B1 90.9 WB25-19 1/14/14 CIP Lot 25 Comm 308.0 6.2 125.7 B1 91.6 WB25-20 1/14/14 CIP Lot 25 Comm 310.0 6.8 129.2 B1 94.1 WB25-21 1/14/14 CIP Lot 25 Comm 312.0 8.4 123.9 B1 90.2 WB25-22 1/14/14 CIP Lot 25 Comm 314.0 7.1 125.0 B1 91 .0 WB25-23 1/14/14 CIP Lot 25 Comm 316.0 7.6 124.1 B1 90.4 WB25-24 1/14/14 CIP Lot 25 Comm 316.0 6.7 126.8 B1 92.4 WB25-25 1/15/14 CIP Lot 25 Comm 308.0 6.4 125.7 B1 91 .6 WB25-26 1/15/14 CIP Lot 25 Comm 308.0 5.8 123.9 B1 90.2 WB25-27 1/15/14 CIP Lot 25 Comm 318.0 4.2 121.1 B1 88.2 WB25-28 1/15/14 RETEST #WB25-27 318.0 7.1 124.4 B1 90.6 WB25-29 1/15/14 CIP Lot 25 Comm 318.0 6.8 127.1 B1 92.6 WB25-30 1/15/14 CIP Lot 25 Comm 320.0 7.7 125.0 B1 91 .0 WB25-31 1/15/14 CIP Lot 25 Comm 320.0 7.5 124.1 B1 90.4 WB25-32 1/16/14 CIP Lot 25 Comm 310.0 6.7 129.6 B1 94.4 WB25-33 1/16/14 CIP Lot 25 Comm 310.0 7.3 123.6 B1 90.0 WB25-34 1/16/14 CIP Lot 25 Comm 322.0 5.9 130.2 B1 94.8 WB25-35 1/16/14 CIP Lot 25 Comm 322.0 8.2 128.4 B1 93.5 WB25-36 1/16/14 CIP Lot 25 Comm 322.0 9.1 125.7 B1 91 .6 WB25-37 1/21/14 CIP Lot 25 Comm 303.0 10.8 121 .3 17e 90.6 WB25-38 1/21/14 CIP Lot 25 Comm 305.0 9.7 121 .0 17e 90.4 WB25-39 1/21/14 CIP Lot 25 Comm 303.0 10.2 122.5 17e 91.5 WB25-40 1/21/14 CIP Lot 25 Comm 305.0 9.0 121 .8 17e 91.0 WB25-41 1/27/14 CIP Lot 25 Comm 320.0 5.4 127.8 B1 93.1 WB25-42 1/27/14 CIP Lot 25 Comm 322.0 5.6 126.0 B1 91.8 WB25-43 1/27/14 CIP Lot 25 Comm 322.0 8.1 127.4 B1 92.8 WB25-44 1/27/14 CIP Lot 25 Comm 322.0 5.6 126.5 B1 92.1 WB25-45 1/27/14 CIP Lot 25 Comm 322.0 7.8 126.2 B1 91.9 WB25-46 1/28/14 CIP Lot 25 Comm 324.0 9.0 127.2 B1 92.6 WB25-47 1/28/14 CIP Lot 25 Comm 324.0 8.5 126.6 B1 92.2 WB25-48 1/28/14 CIP Lot 25 Comm 324.0 10.3 123.7 B1 90.1 WB25-49 1/28/14 CIP Lot 25 Comm 325.5 9.5 123.9 B1 90.2 WB25-50 1/28/14 CIP Lot 25 Comm 325.5 11.3 127.3 B1 92.7 WB25-51 1/28/14 CIP Lot 25 Comm 325.5 9.8 125.3 B1 91 .3 NOTE Test Numbers not shown are not part of this report FIGURE 26 JOB NAME: La Costa Square JOB NUMBER: 1211179-65 TEST ELEVATION MOISTURE DRY DENSITY SOIL REL.COMP. NO. DATE LOCATION {feet,MSL} {eercent} (e.c.f.} TYPE {eercent} MAXIMUM DENSITY AND OPTIMUM MOISTURE SUMMARY (ASTM 01557} Soll Maximum Optimum .Tue.! Soil Description Densit3t1 pcf Moisture1 % 1 Tan Fine Silty Sand 113.3 14.5 2 Tan Fine Silty Sand 106.3 14.7 3 Brown Clayey Sand 119.2 9.7 4 West Canyon Source 113.0 13.9 5 Brown Clayey Sand 129.8 9.1 5a Rock Percent-%5 131.4 8.7 5b Rock Percent-% 10 133.1 8.3 5c Rock Percent-% 15 134.8 7.9 5d Rock Percent-%20 136.5 7.5 5e Rock Percent-%25 138.3 7.1 5f Rock Percent-%30 140.1 6.7 6 Light Brown Clayey Sand 113.7 15.8 7 Brown Silty Sand 121.9 12.4 8 Yellow Clayey Sand with Gravel 123.8 12.5 9 Brownish Tan Clayey Sand with Gravel 128.0 9.1 10 Brown Silty Sand 125.4 8.6 11 Tan Silty Sand 127.2 9.2 12 White Silty Sand 109.3 15.5 13 Brown -3" Screened Shot Rock 117.0 15.0 13a Rock Percent-%5 118.4 14.3 13b Rock Percent-% 10 119.9 13.6 13c Rock Percent-% 15 121.4 12.9 13d Rock Percent-%20 122.9 12.3 13e Rock Percent-%25 124.5 11.6 13f Rock Percent-%30 126.1 10.9 14 Reddish Brown Silty Sand with Rock 119.8 14.0 14a Rock Percent-%5 121.1 13.4 14b Rock Percent-% 10 122.5 12.7 14c Rock Percent-% 15 123.8 12.1 14d Rock Percent-%20 125.3 11.5 14e Rock Percent-%25 126.7 10.8 14f Rock Percent-%27 127.3 10.6 15 -1 " Screened Wall Select 132.7 8.7 16 Gray Silty Sand 109.7 20.2 17 -3" Screening Res. "Cut" 127.5 10.2 17a Rock Percent-%5 128.7 9.8 17b Rock Percent-% 10 130.0 9.3 17c Rock Percent-% 15 131.2 8.9 17d Rock Percent-%20 132.5 8.4 17e Rock Percent-%25 133.9 8.0 17f Rock Percent-%30 135.2 7.5 18 1" -(Wall Backfill) 127.0 10.0 19 Brown Silty Sand with Rock 132.8 8.0 19a Rock Percent-%5 134.0 7.7 19b Rock Percent-% 10 135.3 7.3 19c Rock Percent-% 15 136.6 7.0 19d Rock Percent-%20 137.9 6.7 FIGURE 27 JOB NAME: La Costa Square JOB NUMBER: 1211179-65 TEST ELEVATION MOISTURE DRY DENSITY SOIL REL.COMP. NO. DATE LOCATION {feet,MSL) {eercent} {e.c,f.} TYPE {eercent} MAXIMUM DENSITY AND OPTIMUM MOISTURE SUMMARY {ASTM 01557} Soil Maximum Optimum .h'.2! Soil Description Densitl£1 pcf Moisture1 % 19e Rock Percent-%25 139.2 6.3 19f Rock Percent-%37 142.5 5.5 20 1" Screened Select Wall Backfill 131.9 8.4 21 Tan Silty Sand 116.2 12.5 22 3" Manufactured Capping Material 133.0 10.5 22a Rock Percent-%5 134.4 10.0 22b Rock Percent-% 10 135.8 9.6 22c Rock Percent-% 15 137.2 9.1 22d Rock Percent-%20 138.6 8.7 22e Rock Percent-%25 140.1 8.2 22f Rock Percent-%43 145.7 6.5 23 1" Screened Select Wall Backfill 131.9 7.8 B1 Class II Base 137.3 8.2 B2 Class II Base 143.0 6.5 B3 Class 11 Base 117.0 11.5 AC 3/4" 146.0 AC1 GB 3/4" 203 B 151.5 ACWG GB 3/4" 203 B 150.7 FIGURE 28