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Final Report Rough Grading July 16, 1992
r • • C C July 16, 1992 Geotechnical & Environmental Engineers, Inc. Mr. Jim Hatter Sunland Communities 41377 Enterprise Circle North, Suite 200 Temecula, California 92590 SUBJECT: FINAL REPORT OF ROUGH GRADING Tract No. 23174-F,- Multi -Family Radnor/Sunland Vail Ranch Development Riverside County, California Work Order No. 014102.22 INTRODUCTION 14 t IMAR 10 1999 ADMINISTRATION -IvER9IDE GOL11"'— In accordance with your request, we have prepared this Final Report of Rough Grading • presenting the results of our observation and testing during grading of the subject site. Also included in this report are conclusions and recommendations pertinent to the construction of the planned residential development. The 40 -scale undated Rough Grading Plan, prepared by RANPAC Engineering Corp., of • Temecula, California, was utilized to locate our field density tests and as a base map for our Density Test Location Maps, Plates 1 through 3. Project Description The project consists of a single, large, rough graded pad. The pad hs been constructed at • a 2 % gradient and drains to the west. The site will be utilized for the construction of multi- family units and a swim and tennis dub on the west end of the project. The site is designated as Tract 23174-F and is located east of Margarita Road and south of Highway 79 in southern Riverside County, California. The site is part of Radnor/Sunland Communities Vail Ranch Development. • Grading consisted of excavation, compaction, and fill slope construction to prepare the site. The entire site was constructed as till. Maxinrtun fill depth was approximately 22 -ft, in the vicinity of elevation 1080 on the northern half of the site. r • 17177 1V7"' r 1 01:0,1 . Tct i -, 1 N e-< 07t- 7,v , -.. , . -c 'ecz • Mr. Jim Hatter Sunland Communities • July 16, 1992 Page 2 r L Site Description The site is an irregular-shaped parcel bounded on the north by Temecula Creek Channel, to the east by Tract 23174-6, to the south by Tract No.'s 23174-4 and 23174-5, and to the • west by the flood control channel adjacent to Margarita Road. Originally, the majority of the site was located within Temecula Creek Wash and, topographically, consisted of relatively flat terrain. Drainage was generally to the west along Temecula Creek. • GRADING PROCEDURES Grading Contractor • Grading operations were conducted by Barry Blanchard Construction under the direction of Mr. Joey Bogart. Site Preparation Prior to the placement of fill, the site was striped of vegetation and debris. The stockpiled • debris was then hauled off site. Alluvial/Colluvial Removals Prior to fill placement, the upper 4 to 18 feet of loose, porous alluvial soils were removed • until either dense (+85% relative compaction) alluvial soils, or slightly weathered, dense (+85% relative compaction) bedrock was exposed, or until groundwater was encountered. Colluvial soils encountered on slopes steeper than 5:1 (horizontal:vertical) were removed during grading by benching of the slopes. All alluvial removal areas were tested to +85% relative compaction and verified by either our project geologist or our on-site senior • supervising technician. The remaining existing ground was then scarified one foot, brought to near optimum moisture content and compacted to a minimum of 90010 relative compaction (ASTM 1557). ` Fill Placement • Fill was placed in thin loose lifts approximately 6 to 8 inches thick, brought to near optimum moisture content and compacted to at least 90% relative compaction (ASTM 1557). C • Mr. Jim Hatter Sunland Communities • July 16, 1992 Page 3 • Compaction was achieved by wheel rolling with a Euclid tractor pulling a Begee plus incidental contact from loaded and unloaded scrapers. The maximum laboratory dry density, as determined by ASTM Test Method D 1557 (mass grade), was utilized as the standard for field compaction control. • Fill Soils Soils utilized for compacted fill consisted of on-site alluvial/colluvial sands and silts and siltstone and sandstone derived from the Pauba Formation. • Transition Lots Tract 23174-F was constructed entirely as fill. Therefore, no transition cut/fill lines exist at the site. • Slone Construction Permanent slopes were constructed at a maximum slope ratio of 2:1 (horizontal:vertical) or less. Maximum height of fill slopes is approximately 21 -ft on the southeast corner of the site, adjacent to Overland Trail. • Where fill slopes were constructed on natural ground sloping more than 5:1 (horizontal:vertical), the compacted fill was keyed and benched into firm material (i.e., Pauba Formation). An equipment width keyway was excavated the entire length of the slopes. On both fill and cut/fill slopes, the key was excavated into firm natural ground. The • area was then scarified one foot, brought to near optimum moisture content and compacted to a minimum of 90% relative compaction (ASTM 1557). TESTING PROCEDURES • Field Density Testing Field density testing was performed in accordance with ASTM D 1556-64 (sand -cone method) and ASTM 2922-31 (nuclear gauge). Areas failing to meet the minimum compaction requirements were reworked and retested until the specified degree of • compaction was achieved. The elevations and the results of the field density tests are presented in Appendix C, Results of Compaction Tests. The approximate location of the tests are shown on the Density Test Location Maps, Plates 1 through 3. �\ C • Mr. Jim Hatter Sunland Communities • July 16, 1992 Page 4 • Maximum Density Determinations Maximum Density/Optimum Moisture determinations were made in the laboratory from representative samples of on-site soils used in the fill operations. The tests were performed • in accordance with ASTM D 1557 (mass grade) <tnd Cal 216 (streets). The results of the tests, which were utilized in determining the degree of compaction achieved during fill placement, are presented in Appendix B, Laboratory Test Results (Table I). Expansive Soil Testing • Expansion testing was performed on typical samples from the mass graded pad. Based on our testing, the expansion potential for on-site materials varied from very low to low. The results of our tests are tabulated in Appendix B, Laboratory Test Results (Table II). Once building locations are known, expansion testing should be performed within the building • foundations to confirm initial test results. A foundation system using continuous footings may be used for the support of the proposed structures. Foundations should be designed in conjunction with the recommendations presented on • Figure 1, Foundation and Slab Recommendations. A safe allowable soil bearing value of 1500 psf is recommended for the design of the continuous footings at a typical 12" depth and 12" width. This value may be increased 10% for each additional foot of depth and/or width to a maximum of 2500 psf. A 1/3 increase • in the above bearing value may be used when considering short tern loading from wind or seismic sources. Using this bearing value, the proposed structures are not anticipated to exceed a maximum settlement of 3/4" or a differential settlement of 1/2". Additional soil design parameters that may be pertinent to the design and development • based on the natural soil are as follows: • Lateral Soil Pressures (Equivalent Fluid Pressure): Active Case: 36 p.c.f. Passive Case: 416 p.c.t'. • • Coefficient of Friction between concrete and soil: .35 E C7 • 0 0 0 0 0 0 0 0 0 FOUNDATION AND SLAB RECOMMENDATIONS FOR EXPANSIVE SOILS FOUNDATION RECOMMENDATIONS SLAB RECOMMENDATIONS ONE STORY TWO STORY REQUIRED THICKNESS FOOTING DIMENSIONS REINFORCEMENT FOOTING DIMENSIONS REINFORCEMENT EXPANSION INDEX OF PRESATURATION THICKNESS STEEL (LIVING AREA SLABS) LAYER BELOW BARRIER (MIN 4% OVER OPT.) WIDTH DEPTH NONE WIDTH DEPTH SATURATE SURFACE VERY LOW 12" 12" NONE REQUIRED 12" 18" NONE REQUIRED (0-20) 6X6-10/10 YES NONE REQUIRED SATURATE SURFACE (21-50) NONE REQUIRED LOW 12" 12" 1 - #4 TOP 12" 18" 1 - #4 TOP (21-50) 4" 12" 1 - #4 BOTTOM 1 - #4 BOTTOM MEDIUM 12" 18" 1 - #4 TOP 12" 18" 1 - #5 TOP (51.90) (91-131) 1 - #4 BOTTOM 1 - #5 BOTTOM HIGH 12" 24" 1 - #5 TOP 15" 24" 2 - #4 TOP (91-131) 1 - #5 BOTTOM 2 - #4 BOTTOM SLAB RECOMMENDATIONS CONSTRUCTION NOTES: 1) A 1" LAYER OF SAND ABOVE THE MOISTURE BARRIER SHOULD BE PLACED IN ADDITION TO THE BASE MATERIAL PLACED FOR EXPANSIVE CONDITIONS. 2) ALL SLAB REINFORCING SHOULD BE PLACED AT THE MID SECTION OF THE SLAB 3) GRADE BEAMS ARE RECOMMENDED AT ALL WIDE ENTRANCES SUCH AS GARAGE DOOR OPENINGS. THE PROJECT STRUCTURAL ENGINEER SHOULD DETERMINE THE DIMENSIONS AND REINFORCING REQUIREMENTS FOR GRADE BEAMS. 4) THE RECOMMENDATIONS CONTAINED HEREIN ARE PRESENTED AS GUIDELINES FOR EXPANSIVE SOIL CONDITIONS. STRUCTURAL LOADING AND DESIGN PARAMETERS SHOULD BE CONSIDERED. 5) THE RECOMMENDATIONS PRESENTED IN THIS FIGURE MAY BE SUPERSCEEDED IN THE TEXT OF THE REPORT. GEOTECHNICAL & ENVIRONMENTAL ENGINEERS, INC. FIGURE NO: 1 WORK ORDER NO: 014102.22 SLAB 6 MIL MOISTURE REQUIRED THICKNESS REQUIRED DEPTH EXPANSION INDEX BARRIER REQUIRED OF SAND OR GRAVEL OF PRESATURATION THICKNESS STEEL (LIVING AREA SLABS) LAYER BELOW BARRIER (MIN 4% OVER OPT.) VERY LOW 3-1/2" NONE YES 1" SATURATE SURFACE (0-20) REQUIRED LOW 3-1/2" 6X6-10/10 YES 1" SATURATE SURFACE (21-50) MEDIUM 4" 6X6-10/10 YES 4" 12" (51-90) HIGH 4" 6X6-6/6 YES 4" 18" (91-131) CONSTRUCTION NOTES: 1) A 1" LAYER OF SAND ABOVE THE MOISTURE BARRIER SHOULD BE PLACED IN ADDITION TO THE BASE MATERIAL PLACED FOR EXPANSIVE CONDITIONS. 2) ALL SLAB REINFORCING SHOULD BE PLACED AT THE MID SECTION OF THE SLAB 3) GRADE BEAMS ARE RECOMMENDED AT ALL WIDE ENTRANCES SUCH AS GARAGE DOOR OPENINGS. THE PROJECT STRUCTURAL ENGINEER SHOULD DETERMINE THE DIMENSIONS AND REINFORCING REQUIREMENTS FOR GRADE BEAMS. 4) THE RECOMMENDATIONS CONTAINED HEREIN ARE PRESENTED AS GUIDELINES FOR EXPANSIVE SOIL CONDITIONS. STRUCTURAL LOADING AND DESIGN PARAMETERS SHOULD BE CONSIDERED. 5) THE RECOMMENDATIONS PRESENTED IN THIS FIGURE MAY BE SUPERSCEEDED IN THE TEXT OF THE REPORT. GEOTECHNICAL & ENVIRONMENTAL ENGINEERS, INC. FIGURE NO: 1 WORK ORDER NO: 014102.22 I IMr. Jim Hatter Sunland Communities • July 16, 1992 Page 5 E Sulfate Testing Sulfate testing was performed on representative samples of the on-site soils. The laboratory standard used California 417A. Based on our laboratory test results, Type I or II Portland • Cement may be used in the construction of concrete foundations and slabs. Once building locations are known, sulfate content testing should beperformed within the building foundations to confirm initial test results. Test results of the sulfate testing are presented in Appendix B, Laboratory Test Results (Table III). • FAULTING OBSERVATIONS No faulting or fault features were exposed during grading. No surficial expressions of faulting, such as aligned canyons, off -set streams, fault scarps, or spring lines, were observed during our aerial photographic review of Tract 23174-F. • LIQUEFACTION Based on the Preliminary Geotechnical Investigation, (Highland Soils, 1988), liquefaction potential is high for the majority of Tract No. 23174-F, which, prior to rough grading, was • located within the alluvial soils of Temecula Creek. The potential for liquefaction has been mitigated by the placement of a minimum 20 foot compacted fill mat within the liquefaction prone areas of the site, as per recommendations presented in the Preliminary Geotechnical Investigation. • PALEONTOLOGICAL OBSERVATION Tract No. 23174-F was constructed entirely in fill. Overexcavation in the alluvial removal areas exposed 4 to 18 feet of fossil poor, dark brown, silty sand and sandy silt. • RECOMMENDATIONS Settlement Monuments Section 8.2.6 of the Preliminary Geotechnical Investigation (Highland Soils, 1988) has • recommended that settlement monuments be placed within fills located within the Temecula Creek flood plain. E • Mr. Jim Hatter Sunland Communities • July 16, 1992 Page 6 • During grading operations of the site, our project Geologist observed alluvial removals prior to the placement of overlying fill materials. With the exception of the Temecula Creek flood area, alluvial removals were performed to depths which exposed the underlying medium dense to dense materials as recommended by the Preliminary Geotechnical Investigation of • the site. In the Temecula Creek flood area, alluvial removals were performed to the groundwater zone. The exposed soils at the groundwater interface consisted of medium dense to dense, medium to coarse grained sands and silty sands. It was our opinion, at the time of grading, that due to the granular nature and consistency of the exposed soils within the groundwater zone, and those which were encountered within the exploratory borings • performed by Highland Soils during the preparation of the Preliminary Geotechnical Investigation of the site, that adverse settlement, if any, would occur during the grading phase of the project. Therefore, no settlement monuments were recommended. Slope Protection And Maintenance • Slope erosion of the on-site sandy soils and bedrock is a significant concern with regard to surficial stability. We recommend that all slopes, cut or fill, be planted with erosion resistant vegetation or otherwise protected as soon as practical after grading. Drainage • The finished lot drainage should include a minimum positive gradient of 2% away from the structure for a minimum distance of 3 feet, and a ininimum of 1% pad drainage off the property in a non-erosive manner. Any roof or canopy water and pad drainage shall be directed to the street or off the site in an approved non-erosive manner. Drainage oft' the property shall be accomplished in an approved manner to prevent erosion or instability. Footing Observation • Prior to the placement of reinforcement steel or concrete, footing excavations should be observed by the Geotechnical Consultant for conformance with the project specifications. SUMMARY C Our description of grading operations, as well as observations and testing services, were limited to those grading operations performed by RANPAC Soils, Inc. between October 30, U • Mr. Jim Hatter Sanland Communities • July 16, 1992 Page 7 • 1939 to October 2, 1990, and by GEOTECHNICAL S ENVIRONMENTAL ENGINEERS, INC. between September 23, 1991 and May 13, 1992. The conclusions and recommendations contained herein have been based upon our observation and testing, as noted. It is our opinion, that the work performed in the areas denoted has generally been accordance with the job specifications and the requirements of the • accomplished in regulating agencies. No conclusions or warranties are made for the areas not tested or observed. This report should he considered subject to review by the controlling authorities. This opportunity to be of service is sincerely appreciated. If you have any questions, pleasc • call. Respectfully submitted, GEOTECHNICAL & ENVIRONMENTAL ENGINEERS, INC. • Joh P. Fr • Protect Geologi , —John T. Reinha • Registration Ex • JPF/DM/JTR:jek R Eby\ 9,9 No. RCE 23464 LI2, /•,; / * ACCOMPANYING MAPS AND APPENDICES Foundation and Slab Recommendations - Figure 1 Density Test Location Maps (40 -scale) - Plates 1-3 • Appendix A - References Appendix B - Laboratory Test Results Appendix C - Summary of Field Density Tests C ./Deep`ak Moorja i� General Manager • APPENDIX A REFERENCES • • • REFERENCES • Geotechnical & Environmental Engineers, Inc., dated August 12, 1991, "Response to Items 6 through 8 On Plan Correcting Sheet, Tract No. 23174, -4, 5, 6, & F, Sunland Homes - Vail Ranch Development, Riverside County, California'. • Geotechnical & Environmental Engineers, Inc., dated January 30, 1992, "Supplemental Geotechnical Feasibility Investigation, Proposed Cast -in -Place Storm Drain, 950± Lineal Feet, Line "Z", Assessment District 159, Temecula, California', W.O. No. 011118.02; • Geotechnical & Environmental Engineers, Inc., dated March 2, 1992, "Final Report of Rough Grading, Tract No. 23174-6, Vail Ranch Development, Riverside County, California", W.O. No. 014102.74-4; Geotechnical & Environmental Engineers, Inc., dated March 18, 1992, "Addendum to Final • Report of Rough Grading, Tract No. 23174-6, Vail Ranch, Riverside County, California", W.O. No. 014102.74-6 Revised; Geotechnical & Environmental Engineers, Inc., dated March 31, 1992, "Fault Investigation, Vail Ranch Development, Tract No. 23174-5, Riverside County, California, W.O. No. • 014102.2213; Geotechnical & Environmental Engineers, Inc., dated May 7, 1992, 'Report of Overexcavation and Recompaction, Proposed Cast -in -Place Storm Drain, 950± Lineal Feet, Line "Z", Assessment District 159, Temecula, California, W.O. No. 014203.25; • Geotechnical & Environmental Engineers, Inc. dated June 5, 1992, "Slope Stability Analysis, 22 -Ft High Cut Slope, Tract 23174-1 - Lot 130, Vail Ranch Development, Riverside County, California", W.O. No. 014102.22; • Highland Geotechnical Consultants, Inc., dated August 6, 1987, "Geotechnical Feasibility Investigation, 700± Acre Vail Ranch, Riverside County, California', Job No. 07-6556- 008-00-00; Highland Soils Engineering, Inc., February 3, 1988, Fault Hazard and Preliminary • Geotechnical Investigation, 242± Acres, Southwest of the Intersection of Margarita Road and State Highway 79, Rancho California, Riverside County, California, Job No. 07-6556-010-00-00; Highland Geotechnical Consultants, Inc., dated March 11, 1988, "Preliminary Geotechnical • Investigation, 700± Acre Vail Ranch, Southeast Corner of Intersection of Margarita Road and State Highway 79, Rancho California, Riverside County, California', Job No. 07-6556-011-00-00; 0 • C REFERENCES (CONTINUED) RANPAC Soils, Inc., dated October 30, 1939, "Grading Plan Review, Tract Nos. 23173-(1-5), 23174,23174-F and 23174(1-6), Rancho California, California", Work Order No. 900- 05; • RANPAC Soils, Inc., dated June 21, 1990, Results of Testing and Observation, Tract 23173- 1, Vail Ranch, Temecula, California", Work Order No. 900-05-01; RANPAC Soils, Inc., dated July 9, 1990, "Results of Testing and Observation, Tract 23173-5, • Vail Ranch, Temecula, California', Work Order No. 900-05-05; RANPAC Soils, Inc., dated July 27, 1990, "Results of Testing and Observation, Tract 23173- 2, Vail Ranch, Temecula, California", Work Order No. 900-05-02; • RANPAC Soils, Inc., dated August 3, 1990, "Results of Testing and Observation, Tract 23173-4, Vail Ranch, Temecula, California", Work Order No. 900-05-04; RANPAC Soils, Inc., dated August 6, 1990, "Results of Testing and Observation, Tract 23173-3, Vail Ranch, Temecula, California", Work Order No. 900-05-03; • RANPAC Soils, Inc., dated August 10, 1990, Results of Testing and Observation, Tract 23173-13/School Site, Vail Ranch, Temecula, California", W.O. No. 900-05-13; RANPAC Soils, Inc., dated September 11, 1990, "Results of Testing and Observation, Tract 23174-6 (new designation is Tract 23174-3), Vail Ranch, Temecula, California", W.O. • No. 900-05-11; RANPAC Soils, Inc., dated October 5, 1990, "Results of Testing and Observation, Tract 23174-5 (new designation is Tract 23174-2), Vail Ranch, Temecula, California", W.O. No. 900-05-10; • RANPAC Soils, Inc., dated July 17, 1991, "Interim Report of Rough Grading, Tract 23174-6, Vail Ranch, Temecula, California", W.O. No. 900-05-03; RANPAC Soils, Inc., dated July 17, 1991, "Interim Report of Rough Grading, Tract 23174-5, • Vail Ranch, Temecula, California", W.O. No. 900-05-07; RANPAC Soils, Inc., dated July 17, 1991, "Interim Report of Rough Grading, Tract No. 23174-4, Vail Ranch, Temecula, California", W.O. No. 900-05-06; • RANPAC Soils, Inc, dated July 17, 1991, "Interim Report of Rough Grading, Tract No. 23174-F, Multi -Family, Vail Ranch, Temecula, California", W O. No. 900-05-12; 0 • REFERENCES (CONTINUED) • Highland Geotechnical Consultants, Inc., dated March 11, 1988," Preliminary Geotechnical Investigation, 700± Acre Vail Ranch, Southeast Corner of Intersection of Margarita Road and State Highway 79, Rancho California, Riverside County, California', Job • No. 07-6556-011-00-00. 11 Highland Geotechnical Consultants, Inc., dated March 11, 1988, 'Preliminary Geotechnical Investigation, 700± Acre Vail Ranch, Southeast Corner of Intersection of Margarita Road and State Highway 79, Rancho California, Riverside County, California', Job No. 07-6556-011-00-00; RANPAC Soils, Inc., dated October 30, 1989, "Grading Plan Review, Tract Nos. 23173-(1-5), 23174, 23174-F and 23174-(1-6), Rancho California, California', Work Order No. 900- 05; • RANPAC Soils, Inc., dated June 21, 1990, 'Results of Testing and Observation, Tract 23173- 1, Vail Ranch, Temecula, California', Work Order No. 900-05-01; • RANPAC Soils, Inc., dated July 9, 1990, "Results of Testing and Observation, Tract 23173-5, Vail Ranch, Temecula, California', Work Order No. 900-05-05; RANPAC Soils, Inc., dated July 27, 1990, Results of Testing and Observation, Tract 23173- 2, Vail Ranch, Temecula, California", Work Order No. 900-05-02; RANPAC Soils, Inc., dated August 3, 1990, Results of Testing and Observation, Tract • 23173-4, Vail Ranch, Temecula, California', Work Order No. 900-05-04; RANPAC Soils, Inc., dated August 6, 1990, Results of Testing and Observation, Tract 23173-3, Vail Ranch, Temecula, California', Work Order No. 900-05-03. • RANPAC Soils, Inc., dated August 10, 1990, Results of Testing and Observation, Tract 23173-13/School Site, Vail Ranch, Temecula, California', W.O. No. 900-05-13. RANPAC Soils, Inc., dated September 11, 1990, 'Results of Testing and Observation, Tract 23174-6, Vail Ranch, Temecula, California', W.O. No. 900-05-11. • RANPAC Soils, Inc., dated October 5, 1990. 'Results of Testing and Observation, Tract 23174-5, Vail Ranch, Temecula, California', W.O. No. 900-05-10. • 0 APPENDIX B Laboratory Test Results • • 0 • • • • • • • 0 TABLE I LABORATORY TEST RESULTS WO NO. 014102.22 NAME: SUN LAND COMMUNITIES DATE: JULY 14, 1992 Maximum Optimum Soil Density Moisture Tvoe Classification ct M_ 1 Light brown silty sand 122.8 9.0 2 Brown silty sand with trace of clay 133.9 7.0 3 Brown silty sand with clay 129.6 9.2 4 Light brown silty sand 128.0 9.0 5 Brown silty sand with trace of clay 126.8 9.2 6 Brown silty sand with trace of clay 129.0 8.4 7 Light brown silty sand 130.2 8.5 8 Dark brown silty sand 130.7 7.3 9 Brown silty sand 132.0 7.4 10 Brown silty sand/sandy silt 131.4 7.1 11 Dark brown silty sand with clay 130.6 8.1 12 Gray brown sandy silt with clay 109.6 12.6 13 Gray brown sand (CAL 216) 119.7 10.2 14 Brown silty sand (CAL 216) 134.1 7.7 15 Dark brown silty sand with clay (CAL 216) 124.9 9.3 16 Light brown silty sand with clay (CAL 216) 132.0 8.3 17 Dark brown sandy silt (CAL 216) 127.0 10.1 18 Light brown sandy silt 123.6 10.4 19 Light brown silty sand (CAL 216) 123.0 10.9 20 Tan, fine to medium sand with silt 117.9 11.1 21 Light brown silty fine to coarse sand with clay 126.6 9.0 22 Brown silty fine sand 129.4 7.8 23 Brown silty sand with trace of clay 130.1 9.0 24 Brown fine sandy silt with clay 119.5 12.1 25 Brown sandy silt with trace of clay 122.3 12.5 26 Tan -gray clayey silt with fine sand 117.8 12.0 27 Gray -tan fine to coarse sand with trace of silt 114.0 13.0 28 Tan -brown sandy silt with trace of clay 121.0 11.6 29 Gray -tan fine sandy silt with trace of clay 123.2 10.6 30 Gray -brown silty fine to coarse sand with trace of clay 126.5 9.5 31 Light brown red sandy silt with trace of clay 121.5 12.0 32 Tan fine to medium sand with trace of silt 109.0 11.0 33 Brown silty sand 128.2 8.5 34 Brown silty sand 126.7 9.9 35 Tan silty fine to medium sand 115.0 13.5 36 Gray fine sandy silt with clay 118.5 11.2 C C • • • • • • • • 0 TABLE I (CONTINUED) Maximum Optimum Soil Density Moisture Tvoe Classification (12cf) - M� 37 Tan silty sand 110.8 13.0 38 Tan silty sand 111.5 15.1 39 Tan silty sand 117.5 10.9 40 Light brown clayey silty sand 112.5 14.7 41 Brown clayey silty sand 121.0 9.7 42 Brown silty sand with trace of clay 126.0 9.7 43 Brown clayey silty sand 123.0 10.8 44 Brown clayey silty sand 129.5 8.5 45 Brown silty sand 125.1 7.2 46 Clayey silty sand 124.8 9.8 47 Tan silty sand 123.2 10.0 48 Brown silty sand 130.5 7.8 49 Clayey silty sand 129.8 8.3 50 Silty sand with trace of clay 120.5 10.7 51 Brown, clayey silty sand 126.5 10.2 52 Brown, clayey silty sand 128.2 7.7 53 Brown, silty sand 123.5 10.1 54 Brown, silty sand 128.7 8.3 55 Gray brown, well graded sand 108.5 15.4 56 Orange brown, fine to coarse silty sand 123.7 9.8 57 Red brown, fine to coarse silty sand 123.0 10.0 58 Light brown, sandy silt 129.1 8.1 59 Red brown, fine to coarse sand 130.0 8.1 60 Dark brown to black, fine silty sand 124.6 10.0 61 Yellow brown fine to coarse sand 122.3 10.6 62 Brown, fine to coarse grained silty sand 131.1 8.6 1 ZZ :> Q1ab • • • • r 0 • • • • • TABLE 11 EXPANSION TEST RESULTS TRACT 23174-4 LOCATION EXPANSION INDEX CLASSIFICATION N920 E1000 0 VERY LOW N596 E375 23 LOW N342 E730 13 VERY LOW TABLE III SULFATE TEST RESULTS TRACT NO. 23174-4 LOCATION TEST RESULTS (PPM) CLASSIFICATION N920 E1000 36 VERY LOW N596 E375 9 VERY LOW N342 E730 9 VERY LOW APPENDIX C 12esolts of Compaction Testing • • C Ll • • • • • • • U • TABLE I LEGEND North Coordinate Test Location: N1125-1-1 I"heet No. Tract 23173-1 North Coord. Denotes N Coor. Retests are denoted with an A, B, C, etc. following the test number. The last letter designation denotes the passing test number. Test numbers not included in this report were taken in adjacent Tracts. See the final report of grading for a complete listing. NOTES: SEE PLAN FOR TEST LOCATIONS * SC - Sand Cone (ASTM D 1556); DC - Drive Cylinder (ASTM D 1556); N - Nuclear Density Gauge (ASTM 3017); NG - Denotes tests performed in natural ground where +85% signifies acceptable relative compaction ** Denotes lots that were overexcavated approximately 3 -ft. below finish grade and replaced with compacted fill, due to the presence of low density sands 6949A Denotes retest of Test 6949 • RADNOR/SUNLAND VAIL RANCH PARTNERSHIP TRACT 23174-F - Multi Family • RESULTS OF COMPACTION TESTING WORK ORDER NO. 014102.22 JULY, 1992 GEST TEST ELEV/ TEST LOCATION MOISTURE UNIT DRY REL. MAX. NO. DATE DEPTH CONTENT DENSITY COMP. NO. (FT.) ($) (PCF) ($)* 033- 9/27/91 1068 N755-12-4 E390 2.2 106.3 87NG 1 05/24/90 1068 N490-12-3 E650 5.2 111.4 87N -NG 4 �41- 38- 06/15/90 1072 N565-12-4 E500 6.3 113.5 92N 29 239- 06/15/90 1071 N400-12-4 E500 6.4 110.1 89N -NG 29 240- 06/15/90 1073 N440-12-4 E665 9.7 111.4 90N 29 241- 06/15/90 1069 N750-12-3 E1020 7.1 114.1 93N 29 242- 06/15/90 1070 N660-12-3 E975 8.5 112.6 91N 29 243- 06/15/90 1071 N700-12-3 E1110 13.4 105.3 96N 12 #44- 06/15/90 1072 N800-12-3 E1200 15.3 96.9 88N -NG- 12 3257- 06/18/90 1072 N860-12-3 E1160 10.9 110.2 91SC 28 3258- 06/18/90 1072 N820-12-3 E1130 7.6 99.3 82N 28 3258A 06/18/90 1072 N820-12-3 E1130 11.3 108.9 90N 28 3259A 06/18/90 1072 N780-12-3 E1120 10.4 110.2 91SC 28 3259- 06/18/90 1072 N780-12-3 E1120 6.1 96.8 80N 28 3260- 06/18/90 1072 N720-12-3 E1110 7.8 100.5 83N 28 0260A 06/18/90 1072 N720-12-3 E1110 11.7 108.9 90N 28 3261- 06/18/90 1074 N840-12-3 E1190 14.9 112.6 93SC 28 3262- 06/18/90 1074 N810-12-3 E1150 14.6 112.6 93N 28 3263- 06/18/90 1074 N780-12-3 E1170 12.9 110.1 91N 38 3264- 06/18/90 1074 N780-12-3 E1150 13.4 111.3 92N 28 3265- 06/18/90 1075 N740-12-3 E1150 13.1 111.3 92N 28 06/18/90 1075 N690-12-3 E1090 14.5 113.8 94SC 28 32f66- 67- 06/18/90 1075 N760-12-3 E1090 14.2 112.5 93N 28 3268- 06/18/90 1075 N760-12-3 E1060 12.7 108.8 90SC 28 3269- 06/18/90 1076 N730-12-3 E1050 12.5 111.3 92N 28 3270- 06/18/90 1076 N740-12-3 E1030 11.8 110.1 91N 28 3271- 06/18/90 1076 N710-12-3 E1020 12.9 111.3 92N 28 3272- 06/18/90 1076 N710-12-3 E1010 13.4 112.5 93N 28 *273- 06/18/90 1078 N670-12-3 E990 13.6 112.5 93SC 28 9274- 06/18/90 1078 N700-12-3 E980 13.3 110.2 91N 28 3275- ( 6/18/90 1078 N680-12-3 E970 11.1 111.4 92N 28 3276- 06/18/90 1078 N670-12-3 E940 10.9 108.9 90N 28 8277- 06/18/90 1077 N650-12-3 E930 11.4 111.3 93N 28 8322- 06/19/90 1077 N150-12-4 E960 10.3 123.4 94SC 10 323- 06/19/90 1077 N170-12-4 E940 10.1 124.8 95N 10 324- 06/19/90 1077 N150-12-4 E890 9.4 122.2 93N 10 8325- 06/19/90 1077 N180-12-4 E910 9.7 123.5 94N 10 8326- 06/19/90 1079 N210-12-4 E880 8.9 120.8 92N 10 3327- 06/19/90 1079 N160-12-4 E840 10.7 126.1 96SC 10 3328- 06/19/90 1079 N210-12-4 E840 10.5 123.5 94N 10 8329- 06/19/90 1081 N280-12-4 E850 10.2 119.6 91SC 10 `330- 06/19/90 1081 N420-12-4 E810 9.9 122.2 93N 10 .dotes: See Table I Legend TEST TEST ELEV/ TEST LOCATION MOISTURE UNIT DRY REL. MAX. NO. DATE DEPTH CONTENT DENSITY COMP. NO. (FT.) ($) (PCF) ($)* 3331- 06/19/90 1081 N290-12-4 E810 9.3 118.3 90N 10 3332- 06/19/90 1083 N240-12-4 E780 8.8 120.9 92N 10 3333- 06/19/90 1083 N300-12-4 E760 7.9 119.6 91N 10 3334- 06/19/90 1083 N260-12-4 E700 8.4 123.6 94SC 10 3335- 06/19/90 1084 N290-12-2 E670 8.2 123.5 94N 10 0336- 06/19/90 1079 N780-12-3 E1220 9.9 120.9 92SC 10 B337- 06/19/90 1079 N740-12-3 E1220 9.5 120.9 92N 10 3338- 06/19/90 1079 N720-12-3 E1170 8.6 119.6 91N 10 3339- 06/19/90 1081 N700-12-3 E1210 9.1 118.2 90N 10 8340- 06/19/90 1081 N690-12-3 E1160 7.4 122.2 93N 10 9341- 06/19/90 1083 N690-12-3 E1130 8.3 118.2 90SC 10 342- 06/19/90 1083 N680-12-3 E1050 8.1 119.5 91N 10 81- 06/19/90 1070 N650-12-3 E1020 8.4 118.9 93N 4 8382- 06/19/90 1072 N780-12-3 E1050 7.8 114.3 90N 30 3383- 06/19/90 1073 N800-12-3 E1100 10.6 115.1 91N 30 3384- 06/19/90 1073 N760-12-3 E1200 11.2 113.3 92N 29 8385- 06/19/90 1075 N700-12-3 E1240 6.8 114.2 93N 29 8386A 06/19/90 1077 N680-12-3 E1200 10.1 112.8 92N 29 0386- 06/19/90 1077 N680-12-3 E1200 8.4 109.2 89N 29 3387- 06/19/90 1083 N570-12-4 E570 7.7 114.7 91N 30 8388- 06/19/90 1084 N435-12-4 E660 8.5 109.3 90N 31 8389- 06/19/90 1085 N400-12-4 E535 14.2 105.1 92N 27 3390- 06/19/90 1086 N280-12-4 E520 13.2 102.8 90N 27 3391- 06/19/90 1085 N260-12-4 E620 9.2 116.6 96N 31 8392- 06/19/90 1082 N440-12-4 E425 10.6 112.7 93N 31 0414- 06/20/90 1081 N770-12-4 E340 9.8 118.3 90SC 10 3415- 06/20/90 1081 N720-12-4 E350 9.5 122.2 93N 10 3416- 06/20/90 1083 N640-12-4 E330 9.1 118.2 90N 10 8417- 06/20/90 1083 N610-12-4 E280 10.4 119.6 91N 1 3418- 06/20/90 1083 N320-12-4 E590 8.6 120.9 92N 10 3419- 06/20/90 1085 N370-12-4 E660 10.9 121.1 92SC 10 420- 06/20/90 1085 N430-12-4 E690 10.7 119.6 91N 10 421- 06/20/90 1085 N420-12-4 E630 8.9 122.3 93SC 10 3422- 06/20/90 1087 N360-12-4 E570 8.6 123.5 94N 10 3423- 06/20/90 1087 N340-12-4 E470 7.7 119.6 91N 10 8424- 06/20/90 1087 N410-12-4 E460 7.4 122.2 93N 10 8425- 06/20/90 1089 N430-12-4 E500 8.2 120.9 92N 10 3426- 06/20/90 1089 N420-12-4 E580 9.3 123.4 94SC 10 04427- 06/20/90 1089 N460-12-4 E640 9.1 123.5 94N 10 8428- 06/20/90 1083 N880-12-3 E1170 10.2 126.1 96SC 10 9429- 06/20/90 1083 N850-12-3 E1140 9.8 122.2 93N 10 3430- 06/20/90 1085 N810-12-3 E1180 7.6 120.9 92N 10 8431- 06/20/90 1085 N810-12-3 E1100 7.3 124.8 95N 10 8432- 06/20/90 1087 N750-12-3 E1110 9.2 119.6 91N 10 3433- 06/20/90 1087 N750-12-3 E1130 8.4 123.5 94SC 10 113434- 06/20/90 1087 N690-12-3 E1180 8.1 120.9 92N 10 8435- 06/21/90 1083 N440-12-4 E450 13.7 115.8 94SC 29 8436- 06/21/90 1083 N470-12-4 E510 13.4 113.3 92N 29 3437- 06/21/90 1083 N510-12-4 E560 13.2 110.9 90N 29 3438- 06/21/90 1083 N490-12-4 E600 13.1 112.1 91N 29 /?dotes: See Table I Legend u TEST TEST ELEV/ TEST LOCATION MOISTURE UNIT DRY REL. MAX. NO. DATE DEPTH CONTENT DENSITY COMP. NO. 0--- (FT.) M (PCF) M* 3439- 06/21/90 1085 N540-12-4 E620 12.8 113.4 92N - 29 3440- 06/21/90 1085 N540-12-4 E590 13.9 114.5 93SC 29 3441- 06/21/90 1085 N530-12-4 E540 13.5 112.1 91N 29 3442- 06/21/90 1086 N500-12-4 E480 12.1 112.2 91SC 29 3443- 06/21/90 1086 N470-12-4 E460 11.8 112.1 91N 29 0444- 06/21/90 1086 N470-12-4 E430 12.6 110.9 90N 29 3445- 06/21/90 1088 N490-12-4 E420 10.9 113.3 92N 29 3446- 06/21/90 1088 N520-12-4 E460 11.5 110.9 90N 29 3447- 06/21/90 1088 N580-12-4 E530 11.3 114.5 93SC 29 3448- 06/21/90 1088 N640-12-4 E560 11.1 113.3 92N 29 3449- 06/21/90 1084 N760-12-3 E1180 10.8 114.6 93SC 29 450- 06/21/90 1084 N720-12-3 E1070 10.6 114.6 93N 29 451- 06/21/90 1084 N680-12-3 E1070 10.1 110.9 90N 29 8452- 06/21/90 1084 N690-12-3 E1040 9.4 110.9 90N 29 3453- 06/21/90 1086 N700-12-3 E1010 9.2 113.4 92N 29 3454- 06/21/90 1086 N660-12-3 E1010 11.3 112.2 91SC 29 8455- 06/21/90 1086 N660-12-3 E950 10.9 114.6 93N 29 8782- 09/20/91 1055 N773-12-2 E964 2.8 104.2 87N -NG 24 0903- 10/02/90 1092 N220-12-4 E825 4.5 122.4 94N 49 4904- 10/02/90 1091 N295-12-4 E720 4.1 119.4 92N 49 8905- 10/02/90 1090 N350-12-4 E635 2.5 114.7 93N 47 8906- 10/02/90 1090 N520-12-4 E615 2.1 111.7 91N 47 8907- 10/02/90 1089 N520-12-4 E525 2.7 110.5 90N 47 8908- 10/02/90 1089 N370-12-4 E530 2.5 116.8 92N 51 8909- 10/02/90 1088 N510-12-4 E410 2.1 119.3 94N 51 03910- 10/02/90 1088 N800-12-3 E1160 3.3 121.8 93N 48 8911- 10/02/90 1089 N690-12-3 E1240 3.9 118.5 91N 48 8912- 10/02/90 1088 N720-12-3 E1145 4.1 118.3 91N 48 8913- 10/02/90 1087 N745-12-3 E1070 4.8 115.1 91N 51 8914- 10/02/90 1086 N645-12-3 E910 5.1 114.4 90N 51 8916- 10/02/90 1093 N655-12-3 E1110 4.7 123.7 95N 48 OP917A 06/03/92 1096 N650-12-3 E1250 7.7 110.3 90N 47 8917- 10/02/90 1096 N650-12-3 E1250 4.7 106.1 86N 47 8918- 10/02/90 1093 N260-12-4 E530 4.9 115.9 90N 52 8919- 10/02/90 1095 N220-12-4 E735 5.7 117.9 93N 51 8920- 10/02/90 1102 N155-12-4 E875 5.9 115.5 91N 51 8921A 06/03/92 1106 N170-12-4 E800 7.3 115.1 93N 47 8921- 10/02/90 1106 N170-12-4 E800 6.3 100.1 81N 47 08922A 06/03/92 1100 N225-12-4 E635 11.5 114.7 93N 47 8922- 10/02/90 1100 N225-12-4 E635 3.8 97.9 SON 47 8923A 06/03/92 1091 N645-12-3 E1035 10.8 111.5 90N 47 8923- 10/02/90 1091 N645-12-3 E1035 4.2 97.4 79N 47 8928- 09/11/91 1053 N722-12-2 E300 8.1 115.3 91N 21 8929- 09/11/91 1054 N645-12-2 E335 4.1 101.1 82N -NG 1 8930- 09/11/91 1053 N745-12-2 E501 3.1 105.4 85N -NG 1 8931A 09/12/91 1055 N670-12-2 E240 7.6 109.1 91N 24 8931- 09/12/91 1055 N670-12-2 E240 8.9 101.4 85N 24 8932A 09/12/91 1056 N710-12-2 E400 12.1 109.3 91N 24 8932- 09/12/91 1056 N710-12-2 E400 14.2 104.4 87N 24 8933- 09/12/91 1058 N655-12-2 E272 9.9 108.7 90N 24 PNOteS: See Table I Legend • TEST TEST ELEV/ TEST LOCATION MOISTURE UNIT DRY REL. MAX. NO. DATE DEPTH CONTENT DENSITY COMP. NO. (FT.) ($) (PCF) ($)* - 1- 934- 09/12/91 1057 N745-12-2 E418 13.6 109.3 92N 24 1935- 09/12/91 1054 N830-12-2 E510 6.4 98.7 86N -NG 35 5936- 09/12/91 1054 NS00-12-2 E368 2.1 102.7 87N -NG 24 1937- 09/13/91 1056 N770-12-2 E363 11.4 111.7 90N 1 3938- 09/13/91 1058 N790-12-2 E507 6.3 110.2 93N 24 4p39- 09/13/91 1054 N726-12-2 E455 8.1 111.4 93N 24 3940- 09/13/91 1058 N822-12-2 E480 6.3 108.3 90N 24 3941- 09/13/91 1058 N730-12-2 E544 4.7 115.4 94N 1 3942- 09/13/91 1050 N647-12-2 E603 8.1 114.1 86N -NG 9 3943- 09/13/91 1051 N613-12-2 E420 2.1 102.5 86N -NG 24 3944- 09/13/91 1044 N877-12-2 E495 2.2 103.4 87N -NG 24 45- 09/14/91 1052 N690-12-2 E570 17.6 107.7 90N 24 46- 09/14/91 1054 N600-12-2 E497 15.8 110.7 93N 24 3947- 09/14/91 1056 N623-12-2 E385 11.2 117.1 95N 1 3948- 09/14/91 1054 N735-12-2 E820 5.2 102.8 86N -NG 24 3949- 09/14/91 1050 N725-12-2 E675 4.8 102.1 85N -NG 24 3950- 09/14/91 1055 N745-12-2 E755 11.4 115.9 94N 1 3951- 09/14/91 1054 N716-12-2 E635 9.9 117.1 92N 5 09/14/91 1054 N716-12-2 E635 9.9 117.1 92N 5 f51- 52- 09/17/91 1049 N785-12-2 E258 10.9 99.5 91N 32 8953- 09/17/91 1049 N672-12-2 E108 3.6 105.6 86N -NG 1 9954- 09/17/91 1046 N858-12-2 E453 5.8 110.7 90N 1 3955- 09/17/91 1052 N805-12-2 E337 8.5 109.3 92N 24 3956- 09/17/91 1054 N908-12-2 E563 17.7 99.9 92N 32 8957- 09/17/91 1056 N954-12-2 E650 12.4 100.4 92N 32 0958- 09/17/91 1058 N835-12-2 E382 14.9 107.1 98N 32 3959- 09/17/91 1060 N690-12-2 E330 6.1 110.1 90N 1 8960- 09/17/91 1054 N665-12-2 E535 11.5 118.7 97N 1 8961- 09/17/91 1056 N562-12-2 E505 12.7 106.6 98N 32 3962- 09/18/91 1058 N568-12-2 E415 11.3 104.1 95N 32 3963- 09/18/91 1060 N690-12-2 E463 9.3 107.9 99N 32 964- 09/18/91 1044 N920-12-2 E632 20.1 101.5 85N -NG 24 965- 09/18/91 1059 N622-12-2 E555 16.8 108.7 90N 24 3966- 09/18/91 1057 N551-12-2 E570 9.8 108.9 90N -NG 24 3967- 09/18/91 1055 N655-12-2 E679 9.5 111.7 93N 24 8968- 09/18/91 1057 N800-12-2 E775 10.1 111.4 93N 24 4969- 09/18/91 1054 N916-12-2 E759 12.4 121.9 99SC-NG 1 3970- 09/18/91 1055 N812-12-2 E676 11.1 113.7 93SC-NG 1 0971- 09/18/91 1056 N870-12-2 E685 17.1 100.5 92SC 32 8972- 09/19/91 1060 N594-12-2 E452 6.6 104.5 96SC 32 3973- 09/19/91 1050 N977-12-2 E763 13.6 116.5 91SC 1 3974- 09/19/91 1049 N1073-12-2 E995 19.6 97.1 90N 32 8975- 09/19/91 1059 N535-12-2 E557 7.9 111.7 90N 1 8976- 09/19/91 1052 N1025-12-2 E883 12.1 1167. 94N 1 3977- 09/19/91 1054 N980-12-2 E818 8.2 112.3 91N 1 15978- 09/18/91 1055 N1057-12-2 E952 6.6 115.5 94N 1 8979- 09/19/91 1057 N1077-12-2 E1033 10.6 116.3 95N 1 8980- 09/19/91 1057 N696-12-2 E738 12.5 115.7 94N 1 3981- 09/19/91 1062 N756-12-2 E525 8.3 108.2 90N 24 3982- 09/20/91 1055 N773-12-2 E964 2.8 104.2 87N -NG 24 ,gotes: See Table I Legend LA TEST TEST ELEV/ TEST LOCATION MOISTURE UNIT DRY REL. MAX. NO. DATE DEPTH CONTENT DENSITY COMP. NO. 0- (FT.) M (PCF) M* - 1983- 09/20/91 1052 N985-12-2 E926 2.6 102.6 86N -NG 24 3984- 09/20/91 1055 N885-12-2 E1226 4.6 112.7 92N -NG 1 3985- 09/20/91 1057 N845-12-2 E916 7.2 113.8 95N 24 4986- 09/20/91 1052 N1115-12-2 E1130 1.9 102.3 86N -NG 24 5987- 09/20/91 1057 N1000-12-2 E857 6.4 116.5 95SC 1 0988- 09/20/91 1058 N800-12-2 E1052 7.8 112.7 94N 24 8989- 09/20/91 1059 N891-12-2 E1026 7.1 112.2 94N 24 3990- 09/20/91 1061 N957-12-2 E1004 7.9 112.5 92N 1 3991- 09/20/91 1058 N872-12-2 E800 6.8 112.6 92N 1 8992- 09/23/91 1057 N1053-12-2 E1215 8.7 106.3 89N -NG 24 3993- 09/23/91 1056 N823-12-2 E1290 9.4 108.3 90N 24 3994- 09/23/91 1056 N873-12-2 E1133 8.8 109.6 92N 24 3995- 09/23/91 1060 N881-12-2 E886 8.9 110.3 92N 24 8996- 09/23/91 1057 N737-12-3 E222 1.9 110.1 90N -NG 1 3997- 09/23/91 1059 N533-12-3 E242 3.6 95.7 88N -NG 32 3998- 09/23/91 1058 N752-12-3 E60 8.1 116.6 98N 24 8999- 09/23/91 1058 N478-12-3 E123 11.1 118.8 95N 46 9001- 09/23/91 1058 N760-12-3 E295 8.3 114.4 92N 46 0002- 09/23/91 1059 N682-12-3 E98 7.5 116.4 92N 54 .3003- 09/24/91 1060 N885-12-3 E535 12.4 105.7 88N -NG 24 90047 09/24/91 1062 N722-12-3 E451 12.2 100.4 92N -NG 32 1005- 09/24/91 1059 N725-12-3 E142 6.8 112.6 94N 24 3006- 09/24/91 1060 N680-12-3 E229 8.9 111.9 91N 1 3007- 09/24/91 1061 N693-12-3 E330 9.3 116.9 90N 54 09/24/91 1060 N593-12-3 E344 4.1 116.9 90N 54 C08- 09- 09/24/91 1061 N572-12-3 E209 7.5 118.7 92N 54 )010- 09/24/91 1061 N653-12-3 E165 6.8 119.9 93N 54 9011- 09/24/91 1067 N720-12-3 E587 12.1 110.9 93N 24 9012- 09/24/91 1054 N503-12-3 E928 6.5 111.5 91SC-NG 1 3013- 09/24/91 1056 N870-12-3 E352 13.7 110.2 92N 24 3014- 09/24/91 1058 N995-12-3 E653 5.9 109.8 91N 50 4P015- 09/25/91 1065 N829-12-3 E689 14.9 102.1 85N -NG 24 9016- 09/25/91 1066 N888-12-3 E644 6.1 109.9 91N 50 3017- 09/25/91 1067 N881-12-3 E730 5.9 111.8 93N 50 3018- 09/25/91 1068 N947-12-3 E660 6.1 109.7 91N 50 9019- 09/25/91 1062 N990-12-3 E768 3.1 104.9 97N -NG 55 3020- 09/25/91 1064 N1034-12-3 E750 6.9 111.1 92N 50 )021- 09/25/91 1065 N953-12-3 E790 6.3 110.6 92N 50 09022- 09/26/91 1060 N840-12-3 E445 8.6 115.4 94N 1 9023- 09/26/91 1062 N630-12-3 E420 9.6 116.3 95N 1 )024- 09/26/91 1062 N590-12-3 E275 4.3 109.1 91N 24 3025- 09/26/91 1063 N600-12-3 E300 4.4 111.4 93N 24 9026- 09/26/91 1063 N750-12-3 E520 4.8 110.9 90N 1 9027- 09/26/91 1064 N735-12-3 E495 4.9 110.8 90N 1 3028- 09/26/91 1064 N725-12-3 E715 7.9 112.1 91N 1 3029- 09/26/91 1066 N715-12-3 E690 7.7 114.9 94N 1 9030- 09/26/91 1063 N765-12-3 E205 7.5 122.1 95SC 54 9031- 09/26/91 1065 N775-12-3 E215 8.1 123.4 96SC 54 3032- 09/27/91 1066 N1070-12-3 E960 1.4 109.4 85N -NG 54 3034- 09/27/91 1067 N895-12-3 E785 7.1 111.7 90N 1 Notes: See Table I Legen • TEST TEST ELEV/ TEST LOCATION MOISTURE UNIT DRY REL. MAX. NO. DATE DEPTH CONTENT DENSITY COMP. NO. (FT.) ($) (PCF) ($)* )035- 09/27/91 1069 N865-12-3 E810 9.7 116.1 95N 1 3036- 09/27/91 1068 N990-12-3 E925 9.9 113.8 93N 1 3037- 09/27/91 1070 N980-12-3 E875 7.5 113.8 93N 1 )038- 09/27/91 1072 N1030-12-3 E965 8.1 117.3 96N 1 )039- 09/30/91 1071 N1055-12-2 E693 18.6 103.2 86N -NG 24 0340- 09/30/91 1071 N787-12-4 E355 10.2 119.9 98N 1 9041- 09/30/91 1073 N821-12-4 E485 10.5 117.4 96N 1 )072- 10/07/91 1083 N882-12-4 E570 9.3 122.7 98N 46 )073- 10/07/91 1082 N755-12-4 E439 4.4 126.1 100SC 46 9074- 10/07/91 1081 N720-12-4 E332 10.1 112.3 91N 1 1075- 10/07/91 1082 N1040-12-3 E1080 13.7 107.4 90N 24 076- 10/07/91 1082 N1002-12-3 E1133 6.4 118.9 95N 45 077- 10/07/91 1081 N917-12-3 E1052 4.3 113.7 92N 1 9078- 10/07/91 1066 N1063-12-3 E827 5.3 116.1 95N 1 )079- 10/07/91 1062 N1164-12-3 E1085 4.5 133.3 92N 1 )080- 10/08/91 1084 N800-12-4 E500 12.9 111.7 91N 1 9092- 10/14/91 1053 N718-12-2 E145 10.1 104.7 96N 55 9093- 10/14/91 1055 N785-12-2 E302 11.3 104.4 96N 55 0094- 10/14/91 1059 N546-12-2 E383 12.9 98.6 90SC 55 )095- 10/14/91 1060 N610-12-2 E265 6.8 111.9 91N 1 9096- 10/14/91 1062 N780-12-2 E427 11.1 117.1 95SC 1 9097- 10/14/91 1060 N491-12-2 E600 9.1 117.4 96N 1 )098- 10/14/91 1054 N651-12-2 E162 10.4 105.9 98N 55 3099- 10/14/91 1062 N688-12-2 E270 11.3 105.7 97N 55 9100- 10/15/91 1064 N805-12-2 E429 8.3 118.6 98N 31 0101- 10/15/91 1064 N710-12-2 E227 10.1 117.2 96N 31 )102- 10/15/91 1072 N522-12-3 E370 12.1 114.7 95SC 31 9103- 10/15/91 1073 N526-12-3 E518 10.1 113.1 93N 31 9104- 10/15/91 1081 N440-12-3 E372 8.4 116.5 96N 31 )105- 10/15/91 1081 N451-12-3 E266 8.2 118.1 90SC 11 3106- 10/15/91 1064 N606-12-3 E380 10.8 112.7 93N 31 107- 10/15/91 1067 N585-12-3 E486 11.5 114.2 94N 31 108- 10/16/91 1062 N560-12-2 E633 14.5 103.2 95N 55 3109- 10/16/91 1064 N655-12-2 E478 17.7 101.1 93N 55 9110- 10/16/91 1065 N686-12-2 E370 6.9 107.4 90N 24 9111- 10/16/91 1065 N750-12-2 E305 8.3 110.6 93N 24 9112- 10/16/91 1066 N710-12-2 E500 8.8 115.8 95N 31 3113- 10/16/91 1067 N604-12-2 E335 9.1 118.8 98N 31 0)114- 10/16/91 1068 N595-12-2 E531 11.3 109.9 90N 31 9115- 10/16/91 1069 N767-12-2 E390 14.3 108.9 90N 31 3116- 10/16/91 1069 N595-12-2 E303 11.9 108.3 92SC 39 3117- 10/16/91 1070 N668-12-2 E423 19.1 102.1 94N 55 9118- 10/17/91 1061 N755-12-3 E340 16.1 106.1 98N 55 9119- 10/17/91 1063 N440-12-2 E603 15.2 112.2 95N 39 3120- 89121- 10/17/91 1058 N910-12-2 E436 11.6 108.7 93N 39 10/17/91 1063 N743-12-2 E390 16.4 111.6 93N 24 9123- 10/17/91 1061 N697-12-3 E200 8.9 119.3 98N 31 9124- 10/17/91 1062 N698-12-3 E300 9.1 115.3 95N 31 9125- 10/17/91 1066 N800-12-3 E465 11.2 114.4 94N 31 9126- 10/18/91 1063 N638-12-3 E205 10.7 113.2 93N 31 oNotes: See Table I Legend • TEST TEST ELEV/ TEST LOCATION MOISTURE UNIT DRY REL.' MAX. NO. DATE DEPTH CONTENT DENSITY COMP. NO. t- (FT.) M (PCF) M* 1127- 10/18/91 1065 N643-12-3 E347 8.6 116.2 96N 31 1128- 10/18/91 1067 N775-12-3 E480 10.3 113.2 93N 31 )129- 10/18/91 1068 N755-12-3 E563 12.2 114.8 94N 31 )130- 10/18/91 1074 N560-12-3 E590 9.8 119.1 98SC 31 )131- 10/18/91 1074 N522-12-3 E443 10.4 116.2 96N 31 0132- 10/18/91 1073 N481-12-3 E327 11.5 115.1 94N 1 3133- 10/18/91 1073 N479-12-3 E471 6.9 116.9 95N 1 )134- 10/18/91 1069 N505-12-3 E296 10.5 110.5 90N 1 3137- 10/21/91 1075 N495-12-3 E510 9.1 116.1 95N 1 3138- 10/21/91 1066 N665-12-3 E415 10.1 115.6 95N 31 3139- 10/21/91 1066 N560-12-3 E255 12.1 114.5 94N 31 f40- 10/21/91 1069 N580-12-3 E548 12.3 116.7 96N 31 9141- 10/21/91 1065 N790-12-3 E533 11.8 114.4 94N 31 9142- 10/21/91 1075 N476-12-3 E373 8.6 108.8 90N 31 9143- 10/21/91 1060 N660-12-3 E62 9.7 108.8 90N 31 9144- 10/21/91 1062 N553-12-3 E107 8.3 109.9 90N 31 9145- 10/22/91 1066 N647-12-3 E287 7.3 112.8 93N 31 9146- 10/22/91 1076 N508-12-3 E620 11.3 115.5 95N 31 0147- 10/22/91 1075 N557-12-3 E430 13.6 111.8 92N 31 9148- 10/22/91 1067 N598-12-3 E222 11.1 115.7 95N 31 9149- 10/22/91 1068 N710-12-3 E400 13.4 113.2 93SC 31 9150- 10/22/91 1064 N712-12-3 E250 9.1 117.6 97N 31 9152- 10/23/91 1060 N508-12-3 E167 14.4 110.4 90N 31 9153- 10/23/91 1068 N442-12-3 E190 16.2 109.6 90N 31 154- 10/23/91 1082 N457-12-3 E306 6.1 111.8 92N 31 155- 10/23/91 1064 N612-12-3 E254 13.3 115.1 95N 31 9156- 10/23/91 1068 N663-12-3 E602 11.6 113.1 93N 31 9157- 10/23/91 1069 N800-12-3 E591 9.6 114.7 94N 31 9158- 10/23/91 1069 N684-12-3 E491 15.1 108.2 100N 55 9159- 10/23/91 1068 N640-12-3 E687 18.9 107.9 99N 55 9160- 10/23/91 1070 N607-12-3 E615 16.5 107.2 99N 55 4D161- 10/23/91 1069 N723-12-3 E635 17.5 108.4 100N 55 9163- 10/24/91 1063 N986-12-2 E1250 15.2 109.5 90N 31 9164- 10/24/91 1062 N951-12-2 E1093 13.5 113.2 93N 31 9165- 10/24/91 1064 N850-12-2 E1070 18.6 108.1 100N 55 9166- 10/24/91 1065 N905-12-2 E1165 13.9 113.6 93N 31 9167- 10/24/91 1066 N925-12-2 E1232 15.9 109.4 90N 31 9168- 10/24/91 1068 N897-12-2 E1290 17.4 110.7 91SC 31 9169- 10/24/91 1070 N855-12-2 E1300 16.9 108.3 100N 55 9170- 10/24/91 1072 N825-12-2 E1210 11.8 112.4 92N 31 9171- 10/24/91 1074 N790-12-2 E1250 14.2 112.3 92N 31 9172- 10/25/91 1056 N666-12-2 E147 8.9 111.9 91N 1 9173- 10/25/91 1058 N630-12-2 E209 9.5 114.4 93N 1 9174- 10/25/91 1060 N675-12-2 E184 11.4 113.2 92N 1 D9175- 10/25/91 1062 N643-12-2 E185 9.6 118.1 96SC 1 9176- 10/25/91 1064 N642-12-2 E250 10.3 112.5 93N 31 9177- 10/25/91 1067 N724-12-2 E347 10.5 114.4 94N 31 9178- 10/25/91 1070 N510-12-2 E441 7.7 116.8 96N 31 9179- 10/25/91 1072 N564-12-2 E367 9.1 115.3 95N 31 9180- 10/25/91 1065 N650-12-2 E208 11.1 117.6 97SC 31 Notes: See Table I Legend n u TEST TEST ELEV/ TEST LOCATION MOISTURE UNIT DRY REL. MAX. NO. DATE DEPTH CONTENT DENSITY COMP. NO. ♦ - (FT.) M (PCF) M* 9181- 10/25/91 1068 N623-12-2 E245 6.3 123.1 96SC - 33 9182- 10/25/91 1070 N670-12-2 E203 8.6 110.5 90N 1 9183- 10/25/91 1072 N673-12-2 E267 9.7 114.7 94N 1 9184- 10/25/91 1060 N838-12-3 E250 11.2 112.8 92N 31 9185- 10/25/91 1062 N882-12-3 E417 11.5 110.1 90N 31 0186- 10/25/91 1064 N805-12-3 E295 10.4 114.1 94N 31 9187- 10/25/91 1069 N775-12-3 E400 16.4 102.4 94SC 55 9189- 10/25/91 1062 N720-12-3 E90 5.8 116.7 91N 33 9190- 10/25/91 1070 N547-12-3 E332 6.5 116.4 90N 33 9191- 10/25/91 1078 N517-12-3 E559 8.9 117.1 91SC 33 9192- 10/25/91 1072 N632-12-3 E432 16.6 101.2 93N 55 193- 10/25/91 1066 N680-12-3 E169 20.9 99.1 91N 55 194- 10/25/91 1066 N860-12-3 E434 12.1 110.1 90N 31 9195- 10/25/91 1067 N715-12-3 E47 10.5 110.1 90N 31 9202- 10/28/91 1060 N986-12-3 E625 15.3 113.3 93N 31 9203- 10/28/91 1058 N886-12-3 E335 12.9 118.3 97N 31 9204- 10/28/91 1069 N923-12-3 E609 15.3 111.1 91N 31 9205- 10/28/91 1061 N855-12-3 E285 13.7 113.5 93N 31 0206- 10/28/91 1061 N970-12-3 E577 13.1 115.9 95N 31 9207- 10/28/91 1063 N906-12-3 E482 12.1 118.3 97SC 31 9208- 10/28/91 1060 N777-12-3 E110 11.3 114.3 94N 31 9209- 10/28/91 1064 N930-12-3 E467 15.6 113.4 93N 31 9210- 10/28/91 1062 N810-12-3 E235 10.9 124.3 97SC 33 9211- 10/28/91 1063 N780-12-3 E161 18.5 111.6 92N 31 9212- 10/29/91 1064 N943-12-3 E535 10.2 115.4 94N 31 6213- 10/29/91 1067 N823-12-3 E353 11.7 114.6 93N 31 9214- 10/29/91 1064 N765-12-3 E130 17.1 110.7 91N 31 9215- 10/29/91 1065 N892-12-3 E400 16.6 111.7 92N 31 9216- 10/29/91 1068 N856-12-3 E575 8.9 125.5 98SC 33 9217- 10/29/91 1067 N800-12-3 E200 13.9 116.5 96N 31 9218- 10/29/91 1069 N894-12-3 E509 17.5 110.2 90N 31 10/29/91 1071 N800-12-3 E418 16.9 111.7 92N 31 C19- 20- 10/29/91 1073 N840-12-3 E505 13.7 115.1 95SC 31 9221- 10/29/91 1068 N698-12-3 E141 13.9 115.1 95N 31 9222- 10/30/91 1069 N725-12-3 E185 13.6 112.5 93N 31 9223- 10/30/91 1068 N612-12-3 E180 15.7 113.8 94SC 31 9224- 10/30/91 1070 N653-12-3 E318 12.5 115.8 95N 31 9225- 10/30/91 1070 N736-12-3 E263 11.4 117.4 97N 31 09226- 10/30/91 1072 N554-12-3 E303 11.7 119.7 99N 31 9227- 10/30/91 1071 N752-12-3 E422 17.6 105.6 95N 38 9228- 10/30/91 1073 N720-12-3 E327 17.8 108.6 97N 38 9229- 10/30/91 1072 N715-12-3 E345 21.3 103.2 93N 38 9230- 10/30/91 1070 N516-12-3 E208 18.3 106.1 95SC 38 9231- 10/30/91 1073 N600-12-3 E434 19.3 105.9 95SC 38 9232- 10/31/91 1077 N690-12-3 E560 7.9 120.3 94N 33 09233- 10/31/91 1079 N682-12-3 E436 8.3 118.9 94N 33 9234- 10/31/91 1080 N612-12-3 E512 21.7 106.2 98SC 55 9235- 10/31/91 1075 N620-12-3 E320 8.7 119.3 93N 33 9236- 10/31/91 1078 N543-12-3 E186 9.1 119.9 94N 33 9237- 10/31/91 1077 N580-12-3 E109 19.3 107.8 90N 31 pNotes: See Table I Legend ♦ TEST TEST ELEV/ TEST LOCATION MOISTURE UNIT DRY REL. MAX. NO. DATE DEPTH CONTENT DENSITY COMP. NO. (FT.) M (PCF) M* 1238- 10/31/91 1081 N557-12-3 E463 14.3 110.1 92N 31 )239- 10/31/91 1080 N480-12-3 E250 17.1 107.9 90SC 31 )240- 10/31/91 1082 N486-12-3 E415 15.8 107.4 90N 31 )241- 10/31/91 1083 N590-12-3 E573 15.1 107.8 90N 31 42- 11/01/91 1074 N746-12-3 E460 7.6 115.3 91SC 34 C' 43- 11/01/91 1079 N552-12-3 E108 9.8 109.8 90SC 31 3244- 11/01/91 1080 N638-12-3 E382 7.8 107.4 91N 39 3245- 11/01/91 1080 N586-12-3 E175 8.1 105.9 90N 39 9246- 11/01/91 1079 N678-12-3 E637 9.4 107.5 91N 39 3247- 11/01/91 1082 N607-12-3 E478 9.2 106.8 90N 39 )248- 11/01/91 1081 N507-12-3 E268 8.6 112.9 96SC 39 0249- 11/01/91 1081 N423-12-3 E230 7.7 114.9 98N 39 9250- 11/01/91 1082 N413-12-3 E312 8.1 115.9 99N 39 9251- 11/01/91 1080 N537-12-3 E559 7.6 115.6 98N 39 )387- 11/19/91 1068 N902-12-3 E1110 7.6 116.1 90N 54 .3388- 11/19/91 1070 N1038-12-3 E1157 7.5 115.1 90N 54 9401- 11/21/91 1076 N905-12-4 E608 7.9 117.9 95N 57 3402- 11/21/91 1072 N830-12-4 E418 8.5 117.5 96N 57 X1403- 11/21/91 1074 N785-12-4 E311 10.3 116.6 95N 57 9404- 11/21/91 1076 N740-12-4 E366 9.3 117.1 95N 57 9405- 11/21/91 1073 N1172-12-3 E1061 9.6 115.8 94N 57 )406- 11/21/91 1070 N1079-12-3 E845 9.3 110.4 90N 57 )407- 11/21/91 1075 N1115-12-3 E961 11.5 111.1 90N 57 9408- 11/21/91 1072 N1014-12-3 E716 8.6 115.7 94N 57 0409- 11/21/91 1070 N967-12-3 E607 10.7 112.8 92N 57 )410- 11/21/91 1072 N1062-12-3 E775 11.3 113.4 92N 57 3411- 11/22/91 1070 N897-12-3 E615 10.8 106.4 90N 20 9412- 11/22/91 1071 N836-12-3 E757 10.6 107.2 90N 20 9413- 11/22/91 1072 N824-12-3 E633 11.7 106.1 90N 20 3414- 11/22/91 1072 N903-12-3 E697 12.2 106.1 90N 20 3423- 11/26/91 1074 N913-12-3 E726 6.4 114.5 93N 57 0424- 11/26/91 1076 N806-12-3 E722 6.9 112.7 92N 57 3425- 11/26/91 1076 N708-12-3 E733 9.5 116.5 95SC 57 3426- 11/26/91 1077 N893-12-3 E800 10.6 113.4 92SC 57 9429- 11/26/91 1077 N758-12-3 E642 7.5 125.5 97SC 58 9430- 11/26/91 1078 N837-12-3 E667 11.9 112.1 91SC 57 3437- 11/27/91 1064 N915-12-2 E995 11.3 115.3 94SC 57 *X3438- 11/27/91 1065 N939-12-2 E1143 10.1 114.4 93N 57 439- 11/27/91 1070 N920-12-2 E1260 9.6 116.1 94N 57 9440- 11/27/91 1068 N866-12-2 E1105 9.1 114.4 93N 57 3443- 12/02/91 1076 N872-12-3 E665 11.6 121.3 94N 58 3444- 12/02/91 1076 N935-12-3 E755 10.6 120.5 93N 58 9445- 12/02/91 1078 N770-12-3 E720 8.8 121.1 94N 58 9446- 12/02/91 1078 N881-12-3 E831 8.7 116.8 90N 58 89447- 12/02/91 1079 N771-12-3 E792 8.7 111.2 90N 57 9448- 12/02/91 1079 N781-12-3 E627 9.1 111.7 90N 57 9449- 12/02/91 1080 N630-12-3 E655 9.9 114.9 93SC 57 9454- 12/03/91 1058 N849-12-2 E702 8.2 107.4 91N 39 9455- 12/03/91 1060 N757-12-2 E715 8.4 120.4 98N 57 9456- 12/03/91 1062 N840-12-2 E853 9.7 113.1 92N 57 otes: See Table I Legend ;] TEST TEST ELEV/ TEST LOCATION. MOISTURE UNIT DRY REL. MAX. NO. DATE DEPTH CONTENT DENSITY COMP. NO. (FT.) M (PCF) M* 9532- 12/09/91 1058 N917-12-2 E596 7.3 121.2 94N - 58 9533- 12/09/91 1060 N862-12-2 E475 7.5 119.1 92N 58 9534- 12/09/91 1059 N951-12-2 E712 7.2 115.9 90N 58 3535- 12/09/91 1061 N871-12-2 E553 6.7 118.1 91N 58 9536- 12/10/91 1062 N830-12-2 E553 6.7 120.6 93N 58 4J537- 12/10/91 1060 N895-12-2 E695 7.5 118.3 92SC 58 9538- 12/10/91 1059 N1026-12-2 E928 7.6 119.5 93N 58 9539- 12/10/91 1063 N768-12-2 E490 8.1 113.6 92N 57 9540- 12/10/91 1056 N672-12-2 E610 7.1 112.1 91N 57 9541- 12/10/91 1064 N810-12-2 E540 6.9 113.1 92N 57 9542- 12/10/91 1062 N868-12-2 E518 7.7 110.2 90SC 57 09543- 12/10/91 1061 N928-12-2 E662 17.1 109.4 93N 26 9544- 12/10/91 1061 N816-12-2 E711 9.7 116.2 94SC 56 9545- 12/10/91 1059 N700-12-2 E761 9.9 117.4 95N 56 9546- 12/10/91 1066 N657-12-2 E478 9.2 117.5 95N 56 9547- 12/10/91 1076 N626-12-2 E690 9.6 117.6 95N 56 9548- 12/12/91 1064 N893-12-2 E600 11.1 116.3 90N 58 9549- 12/12/91 1062 N931-12-2 E719 10.9 120.7 93N 58 09550- 12/12/91 1061 N955-12-2 E835 9.9 120.1 93N 58 9551- 12/12/91 1064 N873-12-2 E869 13.2 113.8 92N 57 9552- 12/12/91 1065 N847-12-2 E567 9.3 115.8 94SC 57 9553- 12/12/91 1063 N776-12-2 E677 13.5 112.1 91N 57 9554- 12/12/91 1064 N695-12-2 E7.7 10.8 113.4 92SC 57 9555- 12/12/91 1064 N771-12-2 E545 16.1 107.7 91N 25 9556- 12/12/91 1077 N590-12-2 E642 11.9 112.6 92N 57 9557- 12/12/91 1060 N734-12-2 E862 13.3 112.1 91SC 57 9558- 12/13/91 1060 N871-12-2 E1013 7.2 113.5 92N 56 9559- 12/13/91 1063 N972-12-2 E887 6.8 115.8 94N 56 9560- 12/13/91 1063 N882-12-2 E725 7.4 112.6 91SC 56 9561- 12/13/91 1066 N838-12-2 E654 10.1 112.1 90N 56 9562- 12/13/91 1065 N800-12-2 E737 10.2 121.2 94N 58 09563- 12/13/91 1062 N679-12-2 E831 11.5 120.9 94N 58 9564- 12/13/91 1063 N974-12-2 E785 10.1 121.6 94N 58 9565- 12/13/91 1066 N906-12-2 E854 9.6 119.1 92SC 58 9566- 12/13/91 1066 N750-12-2 E782 11.4 113.3 92N 57 9567- 12/13/91 1064 N720-12-2 E940 12.4 112.5 91N 57 9568- 12/13/91 1059 N1130-12-2 E1177 12.5 112.3 91N 57 9569- 09570- 12/13/91 1069 N1063-12-2 E1024 8.6 118.4 92N 58 12/13/91 1061 N1091-12-2 E1118 9.9 119.5 93N 58 9571- 12/13/91 1064 N1025-12-2 E1125 9.1 118.7 92N 58 9572- 12/13/91 1065 N335-12-2 E465 6.5 113.6 93N 31 9572A 12/13/91 1065 N335-12-2 E465 10.3 114.2 94N 31 9572B 12/13/91 1065 N335-12-2 E465 6.3 114.8 95N 31 9573A 12/13/91 1055 N305-12-2 E498 7.5 116.2 94N 57 9573- 12/13/91 1055 N305-12-2 E498 7.1 111.7 91N 57 9573B 12/13/91 1055 N305-12-2 E498 9.7 121.9 99N 57 9574- 12/16/91 1067 N958-12-2 E953 16.1 111.9 92N 31 9575- 12/16/91 1066 N918-12-2 E1048 13.3 116.6 95N 57 9576- 12/16/91 1067 N868-12-2 E953 14.2 115.5 94N 57 9577- 12/16/91 1070 N834-12-2 E1105 12.6 112.9 92N 57 Notes: See Table I Legend Ll PEST TEST ELEV/ TEST LOCATION MOISTURE UNIT'DRY REL. MAX. NO. DATE DEPTH CONTENT DENSITY COMP. NO. (FT.) M (PCF) ($)* 581- 12/16/91 1073 N854-12-2 E1224 12.1 113.2 93SC 31 582- 12/16/91 1071 N777-12-2 E1082 10.6 112.4 93N 31 583- 12/16/91 1070 N1032-12-2 E969 12.3 114.1 94SC 31 588- 12/17/91 1071 N949-12-2 E1211 9.3 115.7 94N 57 589- 12/17/91 1076 N768-12-2 E1163 10.1 113.8 93N 57 090- 12/17/91 1068 N883-12-2 E929 9.8 114.7 93SC 57 591- 12/17/91 1068 N933-12-2 E879 15.1 111.8 95N 26 592- 12/17/91 1070 N931-12-2 E1020 17.1 108.7 92N 26 593- 12/17/91 1074 N875-12-2 E1185 19.1 106.9 90N 26 594- 12/18/91 1066 Nllll-12-2 E1170 11.7 112.9 92N 25 595- 12/18/91 1068 N1097-12-2 E1103 12.9 115.4 94SC 25 96- 12/18/91 1070 N1055-12-2 E1107 11.8 113.6 93N 25 97- 12/18/91 1068 N875-12-2 E755 10.6 116.2 95N 25 ,598- 12/18/91 1068 N782-12-2 E803 12.2 118.9 97SC 25 1599- 12/18/91 1073 N871-12-2 E992 11.9 119.1 97N 25 1600- 12/18/91 1070 N912-12-2 E907 12.2 117.4 96N 25 1601- 12/18/91 1072 N978-12-2 E977 10.1 111.9 90N 25 1602- 12/18/91 1073 N696-12-2 E870 8.9 114.6 93N 57 003- 12/18/91 1075 N825-12-2 E1241 16.6 110.5 90N 25 )609- 12/20/91 1068 N766-12-2 E510 12.4 118.1 96N 25 )610- 12/20/91 1070 N721-12-2 E713 12.4 118.5 97N 25 )611- 12/20/91 1075 N640-12-2 E759 17.9 111.6 93N 24 )612- 12/20/91 1070 N917-12-2 E800 11.4 115.5 97SC 24 )613- 12/20/91 1072 N817-12-2 E765 12.5 116.9 96SC 25 )620- 12/21/91 1071 N1063-12-2 E1056 13.6 113.4 93N 25 ft21- 12/21/91 1070 N1082-12-2 E1224 10.1 118.1 97N 25 3622- 12/21/91 1072 N998-12-2 E1121 14.4 113.3 93SC 25 3623- 12/21/91 1074 N924-12-2 E958 14.2 112.3 92SC 25 3630- 12/23/91 1071 N906-12-2 E824 11.7 114.6 96N 24 3631- 12/23/91 1072 N763-12-2 E741 12.5 119.5 98N 25 3632- 12/23/91 1072 N866-12-2 E772 11.1 117.7 96N 25 �33- 12/23/91 1068 N935-12-2 E1119 15.1 109.2 91N 24 5634- 12/24/91 1073 N645-12-2 E362 9.7 118.1 90N 59 3635- 12/24/91 1072 N539-12-2 E465 10.6 118.7 91N 59 3636- 12/24/91 1068 N698-12-2 E538 10.2 118.6 91N 59 9637- 12/24/91 1074 N627-12-2 E440 9.6 117.6 90N 59 9638- 12/24/91 1072 N752-12-2 E442 10.9 119.9 92SC 59 3639- 12/24/91 1075 N666-12-2 E450 7.3 119.1 92N 59 0644- 12/26/91 1074 N782-12-2 E470 13.9 109.9 93N 26 9645- 12/26/91 1076 N584-12-2 E567 13.1 108.9 92N 26 3646- 12/26/91 1076 N770-12-2 E635 14.3 110.3 94N 26 3647- 12/26/91 1073 N750-12-2 E840 16.1 106.9 90N 26 9648- 12/26/91 1073 N854-12-2 E823 13.9 109.9 93N 26 9649- 12/26/91 1072 N917-12-2 E725 10.7 111.3 91N 25 650- 12/26/91 1073 N916-12-2 E780 11.1 111.6 91N 25 651- 12/26/91 1068 N975-12-2 E907 11.9 112.4 92N 25 9652- 12/26/91 1071 N1042-12-2 E1051 13.5 118.4 97N 25 9653- 12/26/91 1075 N933-12-2 E981 17.5 108.9 92N 26 9654- 12/27/91 1073 N725-12-3 E320 9.8 113.6 92N 57 9655- 12/27/91 1081 N880-12-3 E175 10.6 111.1 90N 57 Notes: See Table I Legend Ll TEST TEST ELEV/ TEST LOCATION MOISTURE UNIT DRY REL. MAX. NO. DATE DEPTH CONTENT DENSITY COMP. NO. (FT.) M (PCF) ($)* )656- 12/27/91 1082 N823-12-3 E270 8.9 114.9 93N 57 9657- 12/27/91 1082 N561-12-3 E368 12.3 117.9 96N 57 9658- 12/27/91 1078 N674-12-3 E527 11.1 120.6 99N 25 3659- 12/27/91 1071 N820-12-3 E565 11.7 115.3 94N 25 3664- 3665- 12/31/91 1070 N1115-12-3 E127 .8.8 114.6 93N 57 12/31/91 1074 N930-12-2 E1074 10.1 116.8 95N 57 9666- 12/31/91 1075 N885-12-2 E1067 9.3 115.8 94N 57 3667- 12/31/91 1076 N790-12-2 E1015 9.1 116.7 95N 57 3668- 12/31/91 1076 N715-12-2 E833 8.7 115.4 94N 57 9669- 12/31/91 1074 N815-12-2 E787 10.7 119.7 97N 57 9670- 12/31/91 1075 N860-12-2 E725 10.6 117.8 96N 57 671- 12/31/91 1076 N868-12-2 E653 10.2 117.8 96N 57 672- 12/31/91 1075 N807-12-2 E878 10.1 115.1 94N 57 9673- 12/31/91 1076 N838-12-2 E979 9.6 116.2 95N 57 9674- 01/02/92 1076 N775-12-2 E920 12.8 112.1 91N 57 9675- 01/02/92 1077 N855-12-2 E893 12.4 113.1 92N 57 9676- 01/02/92 1077 N890-12-2 E972 12.7 112.2 91N 57 9677- 01/02/92 1079 N960-12-2 E1277 13.1 112.4 91N 57 0678- 01/02/92 1078 N955-12-2 E135 15.6 112.3 91N 57 9679- 01/02/92 1074 N719-12-2 E290 14.5 112.6 92N 57 9680- 01/02/92 1075 N740-12-2 E115 14.5 113.1 92N 57 9681- 01/02/92 1076 N786-12-2 E248 10.6 115.5 94N 57 9682- 01/02/92 1074 N844-12-2 E370 12.1 113.3 92N 57 9683- 01/02/92 1075 N663-12-2 E197 11.2 112.7 92N 57 01/16/92 1072 N954-12-3 E832 9.9 114.1 93N 57 C54- 55- 01/16/92 1074 N822-12-3 E1028 9.9 114.6 93N 57 9756- 01/16/92 1075 N750-12-3 E880 9.2 115.1 94N 57 9757- 01/16/92 1077 N924-12-2 E943 9.6 117.1 95N 57 9758- 01/16/92 1079 N982-12-3 E1049 9.4 118.4 96N 57 9759- 01/16/92 1079 N910-12-3 E868 10.9 116.3 95N 57 9760- 01/16/92 1080 N688-12-3 E870 10.3 114.1 93N 57 09761- 01/16/92 1081 N925-12-3 E1044 16.6 109.1 91N 24 9762- 01/16/92 1082 N771-12-3 E842 14.8 111.9 94SC 24 9763- 01/16/92 1082 N842-12-3 E914 15.4 111.1 93N 24 9764- 01/16/92 1079 N570-12-3 E915 17.4 103.4 94N 12 9765- 01/16/92 1081 N621-12-3 E848 14.6 102.2 93N 12 9797- 01/22/92 1075 N1075-12-3 E453 9.7 111.1 90N 56 9798- 01/22/92 1076 N722-12-3 E418 10.4 115.2 93N 56 09799- 01/22/92 1077 N855-12-3 E628 10.6 116.7 94N 56 9800- 01/22/92 1077 N872-12-3 E539 10.2 116.4 94N 56 9801- 01/22/92 1078 N800-12-3 E444 9.6 116.2 94N 56 9802- 01/22/92 1078 N945-12-3 E690 9.9 116.1 94N 56 9803- 01/22/92 1079 N871-12-3 E770 10.8 117.4 95N 56 9804- 01/23/92 1078 N893-12-3 E541 8.4 113.4 92N 56 9805- 01/23/92 1078 N783-12-3 E513 9.1 116.1 94N 56 9806- 01/23/92 1079 N649-12-3 E497 7.6 114.5 93N 56 9807- 01/23/92 1080 N760-12-3 E597 10.2 118.4 96N 56 9808- 01/23/92 1079 N929-12-3 E637 10.5 119.5 97N 56 9809- 01/23/92 1079 N875-12-3 E694 12.1 115.6 93N 56 9810- 01/23/92 1079 N800-12-3 E745 9.3 114.7 93N 56 Notes: See Table I Legend L) TEST TEST ELEV/ TEST LOCATION MOISTURE UNIT DRY REL. MAX. NO. DATE DEPTH CONTENT DENSITY COMP. NO. 0-- (FT.) M (PCF) M* 811- 01/23/92 1080 N685-12-3 E730 10.1 115.2 93N 56 812- 01/23/92 1083 N736-12-3 E818 7.9 115.2 93N 56 813- 01/23/92 1080 N968-12-3 E763 9.8 115.1 93N 56 834- 01/28/92 1081 N827-12-3 E600 11.2 112.1 91N 57 -835- 01/28/92 1082 N925-12-3 E676 11.7 113.3 92N 57 036- 01/28/92 1080 N831-12-3 E822 10.2 112.4 91N 57 1837- 01/28/92 1081 N562-12-3 E633 11.4 114.6 93N 57 1838- 01/28/92 1082 N586-12-3 E734 10.8 113.9 93N 57 1839- 01/28/92 1083 N617-12-3 E819 10.6 113.5 92N 57 1840- 01/28/92 1084 N646-12-3 E898 11.1 114.2 93N 57 )841- 01/28/92 1076 N737-12-3 E1014 10.2 116.2 94N 57 )854- 01/29/92 1078 N878-12-3 E1082 11.1 117.3 95N 56 f655- 01/29/92 1080 N747-12-3 E960 10.6 116.3 94N 56 )856- 01/29/92 1082 N705-12-3 E892 11.4 117.9 95N 56 )857- 01/29/92 1084 N872-12-3 E946 11.7 118.3 96N 56 )858- 01/29/92 1085 N962-12-3 E1082 10.9 116.8 94N 56 )859- 01/29/92 1084 N816-12-3 E862 9.9 115.9 94N 56 )860- 01/29/92 1080 N967-12-3 E965 7.6 119.7 97N 56 �g 61- 01/29/92 1081 N942-12-3 E869 8.3 118.5 96N 56 X862- 01/29/92 1082 N991-12-3 E896 9.1 118.9 96N 56 3863- 01/29/92 1080 N1035-12-3 E1047 8.6 119.7 97N 56 3874- 02/03/92 1080 N685-12-3 E400 12.3 108.1 92N 39 3875- 02/03/92 1082 N465-12-3 E400 11.7 106.9 91N 39 3876- 02/03/92 1080 N800-12-3 E800 11.1 108.2 92N 39 3877- 02/03/92 1077 N820-12-4 E505 8.4 118.1 91N 59 0878- 02/03/92 1077 N775-12-4 E425 8.3 120.1 92N 59 9879- 02/03/92 1079 N735-12-4 E340 9.3 121.7 94N 59 9880- 02/03/92 1081 N825-12-4 E555 8.7 120.2 92N 59 9881- 02/03/92 1081 N775-12-4 E455 9.9 111.3 90N 56 9882- 02/03/92 1080 N1015-12-3 E865 9.5 108.2 92N 39 9883- 02/03/92 1083 N1090-12-3 E1035 9.8 109.7 93N 39 884- 02/03/92 1082 N960-12-3 E740 7.8 120.8 92N 9 885- 02/03/92 1083 N1035-12-3 E935 8.1 121.5 92N 9 9886- 02/03/92 1082 N1100-12-3 E1080 8.7 119.9 91N 9 9887- 02/03/92 1083 N1070-12-3 E1015 11.2 106.3 90N 39 9888- 02/03/92 1083 N760-12-4 E385 10.6 108.5 92N 39 9889- 02/03/92 1084 N780-12-4 E500 12.1 107.7 92N 39 9893- 02/03/92 1086 N760-12-4 E490 6.9 120.1 91N 9 0910- 02/05/92 1084 N1055-12-3 E1000 10.9 123.3 92N 2 9911- 02/05/92 1084 N720-12-4 E400 9.8 115.1 90N 21 *089- 02/26/92 1062 N336-12-2 E487 11.4 123.5 94N 16 *090- 02/26/92 1061 N295-12-2 E480 11.2 122.5 93N 16 *119- 02/28/92 1065 N348-12-2 E482 9.1 123.4 93N 16 *120- 02/28/92 1063 N305-12-2 E470 8.7 117.2 94N 15 326- 03/31/92 1057 N244-12-2 E512 13.9 112.2 91N 57 327- 04/01/92 1059 N255-12-2 E510 14.1 114.9 93N 57 *328- 04/01/92 1061 N239-12-2 E510 13.1 117.3 95N 57 *329- 04/01/92 1063 N230-12-2 E515 14.8 117.2 95N 57 *330- 04/01/92 1065 N242-12-2 E507 13.3 116.2 95N 57 *331- 04/01/92 1067 N235-12-2 E507 13.5 115.3 94SC 57 dotes: See Table I Legend TEST TEST ELEV/ TEST LOCATION MOISTURE UNIT DRY REL. MAX. NO. DATE DEPTH CONTENT DENSITY COMP. NO. (FT.) (%) (PCF) (%)* 405- 04/23/92 1087 N1068-12-3 E1100 6.8 117.5 95N 57 406- 04/23/92 1086 N740-12-3 E930 5.1 124.8 96N 57 407- 04/23/92 1083 N784-12-3 E655 6.7 126.2 97N 59 408- 04/23/92 1082 N692-12-3 E453 7.1 125.7 97N 59 09- 04/23/92 1080 N850-12-3 E1123 7.5 123.2 95N 59 10- 04/23/92 1077 N889-12-3 E746 6.4 120.1 98N 57 411- 04/23/92 1077 N655-12-3 E554 9.2 115.1 94N 57 418- 04/24/92 1064 N681-12-2 E210 10.8 117.6 95N 57 :419- 04/24/92 1066 N696-12-2 E195 12.4 118.7 97N 57 x420- 04/24/92 1068 N680-12-2 E227 11.4 118.7 97N 57 x433- 04/29/92 1070 N686-12-2 E170 6.7 111.3 90N 57 W34- 04/29/92 1072 N680-12-2 E197 4.9 123.4 92N 48 k435- 04/29/92 1073 N692-12-2 E223 7.3 120.1 96N 46 k460- 05/11/92 1100 N646-12-4 E958 5.3 106.6 87N -NG 25 k461- 05/11/92 1101 N638-12-4 E980 16.6 109.8 90N 25 k462- 05/11/92 1102 N651-12-4 E994 11.2 109.9 90N 25 *463- 05/11/92 1103 N647-12-4 E994 7.6 112.1 91N 57 *464- 05/11/92 1104 N655-12-4 E985 12.1 109.4 92N 24 4165- 05/11/92 1070 N737-12-2 E288 11.2 109.9 90N 25 *466- 05/12/92 1069 N917-12-2 E618 13.6 105.5 97N 32 *467- 05/12/92 1073 N1056-12-2 E977 18.3 108.3 99N 32 *468- 05/12/92 1075 N800-12-3 E271 24.8 99.5 83N 12 *468A 05/20/92 1075 N800-12-3 E271 10.3 113.5 95N 13 *469- 05/12/92 1078 N947-12-3 E657 19.9 104.1 87N 12 4469A 05/20/92 1078 N947-12-3 E657 10.6 112.7 94N 13 478- 05/14/92 1106 Nlll-12-4 E994 5.2 110.3 90N 57 *479- 05/18/92 1112 N099-12-3 E992 11.5 111.9 95N 20 *480- 05/18/92 1113 N087-12-3 E1040 12.1 108.7 92N 20 Notes: See Table I Legend 1073-30 At 44 AoFIAI • w. s. _ro•sw'.24 �,�" NO SES - �- �, . � . -- • t •- .. - : _ . �"` 1 O 7O - cRi9SS L /NEO SLOPE / c NSTRI/G'& INLET TYPE Z= PER RC.fC. , -�- 0 _ STD. Di'VG. N CB 107 ✓R • 0� mmsrRL/Cr ✓ lmenam smacrume NO- G �R. -'C.F• C. 57D- Va. ISZ.31 PROPOSED � W.S. ti �5� - � -� --' - • ;r F//V/SHED GRADE CO /8' RC•P• PIER ENGINEERS SPECIE/CRT/DAIS - 1 - 6 6 � / h � � �. SO CO R.CP. PER ENG/NEEJ�S SPEC/F/CAT/DAIS ws.=ios!•Go 1060- 7— _ K•� . ? j 0 r CONCRETE COLLAR PER C F. STD• DWG. N1803 / ' Ok� /OSS SO FS I.S=Q0� v HYORA UL /C OAT _ •, p� ��, D� _ /D. t'S CFS. • . - - — _ !'Z TON RIP -RAP Lf-/�"�[Cr �9 Lf•/d'PCP Ywo' Z3 ,CPS. • 6V�CON� S/Z L CLASS 27 CLASS ZQ O = /B - P C. P �fL 000 CONTROL t[ASS C - S�t,?p' — — �• i - r � 73. 88 PROP oyANNEL SLOPE ROAD 1050- 1'/2" MN. COM OVER STEEL 80 BO /20 < •i as � co — Br A•0-4 /,59 � ACCES6e- [ h &W RSI CONCUTE ELEK R - G. GS _ I •0 3- �O �.. � ' `, •SACT �NVA'" ° 4. ?S MOVE EX/S7• CD'VC '.° o ^ o O\ ` SCALE. vERT �..= 4'\p��. _ E DU[K EAD NrINUE ?O'Pt.r TACT W0MAIZ_ 1 �y s E _ Tt,NATE URA►NA6f 2•'/ SCOPE % I � �' �'Z• - � �MEtNi' 6 � �'� C ` 1••/ u DRE , - �--�----- • Ca , it N ?o •4 JL e 33 l ~.SEE PYtOf/CE /4aDVE 1q16 N Z• EE P�POf/ ABO✓E 2 ~-- " I �� �216 VRA(NKf cow 9 S eA* NT L a emsmucr Pem A.O. /s9 CM,VNEC /MP,POVEMENT PIAN . rEA'lECL/LA CAFEK eaiwleCTOR P/PES Sf/T, Z4137 - eC.f. C. WCO. R/w 1' TRACT ?3/74 Q/ 7t �Mr 10T5. (09 #,KORAL/L IC DA TA givo = -5.9. / C.fS. Vivo '?6.5 FPS- 1070 EX 1ST. GROUND f � F.O. T PROP FS Le�sa �d o _sz W.S. /06/./7 / M ,y _106( W /05/,OZ FS. - �_� Z__ p h� ,OCA o h ' 1 050 1 35,00' L.f 50" W V Fee(}' I 9 Rr D"� ..L.'r / x-150 -,Z7 /350 -D 172 •MIN COVER OV62 -TEE L 000 PSI C4NC467E 4 L 11VE A SCALE. NCR�Z / - VERT GRAPH/L SCAL E Lim O 40 BD /20Its 'SWIM & TENNIS CLUB � O � AUL A 1" -16- c- LOT 3 LO 2 19.3 RES ACRES ,ve 5 � a _ m OPEN SPACE ! r ��1 - s� ix r /t - `; DRAINAGE \\EASEMENT �N� t7 Ftl� ov Ad Lp �-� ! - ` ve T J- 1=�. J ! . —r --r COUNTY OF RIVERSIDE ff b DEPARTMENT OF BUILDING 8 SAFETY APP VE TE `�I �V �A ftPmvsa of Vro" l au slW not be oonWuod to be N _ 19 Qfa psrnnt for, or to ,�, • vel of My viota3ion of any of O ft Provisions of Do some or downy is". Tvft fast M PWO must to on the pb wq pon pl~ c ,- JUN 17 l:% <�. , _ 0 1 AUG 211991 .: •Nip.�I RANPA C ENGINEERING COAD . COLIN T Y CF PIT ✓EPSIDE h1 �� ��' 7 27447 Entrr•,c.-jse Cjrcle west ( ,. Ral$rERW CIVIL EA6IAEER MO. repecul a. ,4I r lore j a 92390 1 - VA rE..•,r_ re: X11 a•' 676-70co TRAC T 23174- II APPRO LIED 8 Y. SCALE' 1 ¢ BEN-- MAPK SEE SNr •r .NO / ROUGH GRAD/NG RL A t- �-- - _ RI ✓ERSIo£ Couvtr CAL If. _ - Fav ROAD CAwvISS1A+EA OAE. ►► ' vDA AF: — i \-�11�" .'F!'Oro Ml*t 0,/ I ..� r, rr..��-. �_•, ���t .�.y.ur. ._,� .. ��r��� .�..i . r"� t••�. .•.�. �.. ..• :� .•t �.. .�.� ..� • • I y} r,. �,_. -•-. •. .�.- v 41 Ill-['' di..; X , L.-.cD Cis(---( [ 01i C C= ` )C_ vvZ ( T t� ' , l•. '� �� ti '` /�• \\ � ,� .\I'1'K� ►\I\1 \ ! I I � it � ! '� �� � ►I I ►I ��, I � .. �. \11,W,\I\1\II I \I I% 1►1 •. \Il I: \� A18 AgoU6. UMA �75 ', 1 \I'I'It� � \ i'.IA I I I ' \III f f MIL • • ICO_ LOQ. • aq1 , 1 "NOTE" THE COORDINATE SYSTEM UTILIZED IN THIS «I 1 'SRT ' ,�� ►' q, w ARE APPROXIMATE AND WERE DESIGNED U r ' y AS A REFERENCE TO LOCATE DENSITY TES': Go Ik /a I � �1 � I � / rr�,a �. r ->40 49>48 A C. 5� • / •' 1t Oro; RF 89. lc S6 g5 54 �; k" D E. �►� r} 9 ! /� 1093.8 I �F/per'. v)' ���' ': p.E. 109?•� 10'1 ��' /FI. �F•logy' D 1094.4 f / Z YJ 9 D.E. fool.? P.E. 1091 � / - � Q� � • '� � ' � 9 N � � . �- _ � �-- _ -1101 �p (3 ` . - / • . Q� \ die sZ M16 T oP SSD a �lb� / � 01 s I ��� /0$S /`- •-�T nr �' --• 1 t 5 � rr ��� i� 353g ' o fogs , ® _ �/ 3� p� `' h� ` /083 08.E l UQo e� .� ' % �• I p$ (,r I r. �o��� / e� / '' •' / %r '.: , /ate g: / . / , �� >�+� o /089 a8�. � �• �3 ` - � /a4L lco� : ' ��; ,' � � 1 1 X088 � -- ,' ` r � � --- ... •%� 4 � '' � , ,� � i I 9421 " / ' `11 woo4 ^ I l0(//��9 W / l ' h a. lD7Z e+o �, ' 8921,E ` 3 v 1 \ ' P f�0 P M U LT (- � '., lois � � . `• •`� . — -- �' LOT 3 ►o _ / • ios�V, O -A-V 000\ ,► 84 I� can r •� ,' r' .- . J r � r l• E /j �� � S �F ` � � OT a'+z3 •moo- , �.. - • / .� � . • .—� , I fIloo N, NS-. '17 ' r • t, 'yIY1` GEOTECHNICAL & ENVIRCt:MENTAL P. NE:ERS INC. A � DENSITY TEST LOCATION FINAL GRADING REPORT - TRACT 23170 11 TI FAMILY SHANNON COMMUNITIES - VAIL RANCtl ' ',A LOPI.1LNT RIVERSIDE COUNTY. CALIF(); -1:1A G 1 WORK ORDER: 014102.22 DATE: JUNE 1992 PLATE: 3 5IJ6,1f RANPAC ENGINEERING CORP. COUNT ?7447 Enl#rprlat Clrel• ialrar Y OF FSI VEaSIDE . We -Is C!►'rt . EmInE'ER iW, re�c�l� CIll10►Mt • 923910 � ' r+l. f7141 6Xt.rodo TRACT, of X3/74- A PPl�O VED BY- SCA L E. t ' 100 ' BEJVCH MAi,�ll.- SEE SHEET NO, M- R011411 GRADIAIG PLAY . � pr�arsJae� •ctxr"►fr, Gtlf: ` ...-._ -...., ..._.... .. r. /1, �``-- - .. f,_4J N/JI/,' !hV�•:., ti': a..47 �, 1, i '/.. ' .-V. t 7 .. ....-..-_._.._.I _._. _.._.T.__..... -.... _...