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Home My WebLink AboutTract Map 9833 Lot 8 Field Density Testing /j} f,J -/ t) 1 tJ-t Eall'.ch ~ . c' _ L~ ~ .... ... .cf ~echnics < REP-ORTOFOBSERVAnON AND RELD DENSITY TESnNG ROUGH AND RNE GRADING . SINGIJ.EFAMIL Y PAD lOl";Iff;'ERACT 9833 JEDEDIAI;t SMITH ROAD, ITEMECULA, RIVERSIDE COUNTY, CAUFORNIA PROJECT NO. 98133-{)1 MAY 2,1998 '0" iii'::;;. Prepared For: Mr. Gary Ingram 31275 Pescado Drive Temecula,Califomia 92592 \ Earlh'iiff'l\(Cst~;p,QItBQX.891989, Temecula, California 92589 (909) 699,5451 . ~ "~:~:.::-::~'--::. 0" _~:'_'~"'~;"'~; _, _. _._ _ ,_",_',' _ ,',o.c:..-2-~-~:-:..::::'7:"-~~-~:;'~~}-!:.~,-,::--~:-?"..:i~~~~#':'-;'''-~.'''_:,_~~ '_.':C/?:;,,;_~ p-:,_ ~ 'May 2, 1998 Project No. 98133-01 'Mr. Gary Ingram :31275 Pescado Drive :Temecula, California 92592 iSUBJECT: REPORT OF OBSERVATION AND FIELD DENSITY TESTING ROUGH. AND FINE GRADING Residential Pad, Lot 8, Tract 9833, A.P.N 950-040-007 Jedediah smith Road Temecula, California .Gentlemen: INTRODUCTION IThis report presents the results of our observation and testing :performed during construction and grading for the residential :pad, and access driveway during rough and fine grading of the !subject lot. 'The pad was constructed on the south side of Jedediah smith Road Ian improved paved road in the city of Temecula. The results of our Field Density Tests obtained during grading are tabulated in :Table I, Results of Compaction Tests. The approximate locations of the tests are shown on the Plot Plan, Plate 1. The 3D-scale ,Rough Grading Plans were prepared by Inland Valley Development .Consultants, Wildomar, undated, and were used to plot our data land guide the grading, along with field staking. 'Pro;ect DescriDtion .The proposed development consisted of constructing a residental :pad, and long access driveway with a culvert and wet crossing. In ,general, the pad required cuts up to 12 feet on the south and 'fills to 8 feet on the north-northwest. Cut and fill slopes were 'constructed at finished inclinations of 2:1 (horizontal to ,vertical) or flatter. The pad was graded in transition from cut to fill, so overexcavation was required. The cut slopes consist of dense hard sedimentary bedrock or massive colluvium that had no adversely oriented bedding to develop stability problems, and ,are stable as constructed. The fill slopes are stable as .constructed, based on high strength values. o . SCALE INDEX MAP 2000 N 4000 . feel INDEX MAP OF LOT 8, TRACT 9833, JEDEDIAH SMITH ROAD TEMECULA, CALIFORNIA ~OUROE: U.S.G.S. 7~ MIN. QUAD. PECHANGUA 1968 (PR1988) 1..- 98133-01 Ipage 3 IPurDose of Gradinq The purpose of the grading was to prepare the site for the .proposed construction of the one and two-story single family 'residence, and driveway access. GRADING PROCEDURES ;Gradinq Procedures :The site was stripped of the heavy grasses in the areas to receive fill and the pad area, and removed to non-structural 'areas of the lot. The areas to receive fill were then 'overexcavated 3 1/2 - 7 feet or until the dense underlying 'sedimentary bedrock was encountered. A fill key was installed as !shown on Plate 1. The fill materials were brought to near optimum .moisture utilizing a 1.5 inch fire hose when necessary, and :compacted with a large Caterpillar D8K bulldozer. IThe grading contractor was Jim Conner, Temecula. TESTING !Field Densitv Testinq Field density testing was performed in accordance with ASTM :D1556-64 (Sand Cone Method). The elevations and the results of .the field density tests are presented in Table I of this report. iThe approximate location of the tests are shown on the Grading :Plan, Plate 1. 'Maximum Densitv Determinations 'Maximum density/optimum moisture determinations were made from .representative samples of on-site soils used in the fill :operations. The tests were performed in accordance with ASTM D ,1557 which consist of compacting 5 equal layers of soil in a 1/30 cubic foot volume mold with 25 blows of a 10 pound hammer falling .18 inches. The results of the Maximum density/optimum :determination are presented herein as Table II, Laboratory Test :Resul ts . ~ , 98133-01 Page 4 iExDansion Testinq ,A finished grade sample was obtained and tested for expansion !utilizing the U.B.C. 29-2 method. The test yielded an expansion .index (E.I.) of 38 which is considered moderately expansive. The : foundation .should be designed in accordance with the attached '''Foundation and Slab Recommendations" parameters for medium ,expansion soils (Plate 2). SUMMARY .Our description of grading and backfill operations, as well as .observations and testing services, were limited to those grading :operations performed between March 27 and April 20, 1998. The :conclusions and recommendations contained herein have been based .upon our observation and testing as noted. It is our opinion, Ithat the work preformed in the areas denoted has generally been 'accomplished in accordance with U.B.C., as amended by Ordinance No. 457 specifications, and the requirements of the regulating :agencies and is accetable for its intended purpose. No conclusions or warranties are made for areas not tested or : observed. This report should be considered subject to review by Ithe controlling authorities. This opportunity to be of service is sincerely appreciated. If :you have any questions, please call. t\ :98133-01 ipage 5 2-28-00 ;Larry J. F IR.C.E. 291 I Registrati 9 ,WLS/LJF:ss ,Attachments: Index Map - Page 2 Plate 1 (3D-scale) - Grading Plan Plate 2 - Foundation and Slab Recommendations Table I - Results of Compaction Tests Table II - Summary of Maximum Density Testing -:: ". " . . .... ...:.----- .' - . . ..... ...-- - - . ----. . ..- - ",.' ., -' . ___::-:~.~.,/.::".~i.~' _ ~~~ "~' or, ..;...;: P"D"'f1I'- .' '.~ >~ ... " \ b _..V),,;.:,.. - . .-:-- - i --7~ ~'--:- "';'-- --- ( "/~"" . ~ .' o ___--'~. . /). ,. . :z:' /'I'" - "1 . > .' ;. i_ ...;~.f~''- - '- - ." r'" . -- c '\ ,r..... . _ III ',r , . . \ . -'"""l-- . . o ,...--.-- ---.... c " . - / ) 1 . - 1 / '-'ED ' " EDJftH " ';\ . - - 0 " .j > ROAD 0 - - SMliH / ~,~ ~J CrJ /. . \ . \ : .\' " '\ R = 2068.75' .I . \ . I':XIST .:': . ~ .^.~. CIJ teu ~ .. . .... ~ .- . "-' , ". =~.,I, '. ,;.-:;.---- .--.'" - ...0...= -- R 60 .2.4" . ~"1 J~_.....'5' "L'= -- -. / /" .. - '..... :.,....... -........-...".. '. ',. ~.. ~ ...,..... --------: : .--/ '. /--- .c~~ - ... ~.~~ - - - .... ,... . / - ........- /~; ::~~~. I ~ .@~i..I.1!J l!I '(" z ~ .~. \ CrJ :;! z .' '" -l Gl o rn ~ -l ..... <li ~ ,/ ,; ./ ~) ..... r .~. "" Gl '" tTl ;l> o ;; 5 ;l> Gl'''1 ..... 0 ~'~ o -l ~ ::; f.; Z -l n '0 .,... .,... c: .< ....... .. ... , I / / /' ,/ ' e,/\' , ," . ,I'~!r.' , '; C} ! ,Q . . . tl . .' .q ~ ..' < '" ,. tl " III . ~ ~ ~ @ :- ~ " ~ Z ~I 01 Z /' I I / ./ - I I . I. . /' I / -, / I ~, '" ",. -.-."- -:--:-" . ,. " / . ./ /. , ". , ,.'" /' .' .' ",'" ~v~ ",1J / (0 . W ..- - - --- '- .-." --- ..- V \ ^1I . . _ _ ...,..V '/.:. j , _ . ;o...--/i-' - ..:atV"....."./ .' . . /;~.,' \ _ _ :: ::: ,_~- :" 0 . 1 _ . _ ,..... t';;;\ . _ _ __ _~~_-""':-'-''I'I':r'll . /, ~.~ .' ) lh, :.~~. . G \ ~ 0., ,,,' . - '" ",,' ", ", ./ I' / ./ ", ) . ---- ....., ------ ..-." , . , _-01- - . ,- - -.".:.. - - .-- --- -'- --- ---'- - -- .' ~'.1.- ~l'-' --'-- --- .... .-- ---. - ,-. -. - .-- ,.....' --~ ......-- ,._0""-- .... ..-- .-,- --,',- - ',-- --.. -'- - ,. '" .- -- ....;. -~- --.-.... ~ - ~-- b - _.~-':" ,; .".- ';,- '" - IILO ,,' >c_ "' - ,,:::;. ~ . ... - , --. -- . I (J). I (b . I . I CI I .: 1 : /< I", )) y -tb . ......... .. ... - Z II. " .... ,111..- ~O"/: .. /. ,/ N ~ . ~ o . ~I/I\\() /'< . '. . 1\'lJl , .- '\" '1' . -- . . I ' i .\ ' FOUNDATION AND SLAB RECOMMENDATIONS FOR EXPANSIVE SOILS (ONE AND. TWO-STORY RESIDENTIAL BUILDINGS) 1.ITOftV fCOltHO' EXPANSION INDEX EXPANSION INDEX EXPAMSION INDEX EXPANSION INDEX 0-20 21 - 50 51 - 80 '1 - 130 VERY LOW EXPANSION LOW EXPANSION MEDIUM EXPANSION HIGH EXPANSION ALL fOOTINGI 11 INCHES ALL FOOTlNOI 11 IHeMEI EXTERIOR FOOTINOI " EXTEftlOA FOOTINOI '4 IMeME' DEE', POOTlNGI DEE', FOOTING' INCHES DEEII. INTERIOR DEE', INTERIOR FOOTINGS 11 CONTINUOUS. NO ITlEL CONTINUOUS. 1-NO." IAIII 'OOTINOI ,. INCHES DEEII. INCHEI DEEII. 1-NO. I IAft TO' ftEQUIAED fOR EXPANSION TOP AND lOTTO". 1-NO. .. BA" TOP AND AND BOTTOM. .' "IORen. IOTTOM. ALL POOTINOS ,. INCHES ALL FOOTlNOI " INCHU ALL 'DOTING, 11 INCHES EXTEft'OR FOOTING' 24 IHeHEI DEE'. fOOTINOI DEEII.FOOTlNGI DEE', FOOTINOI DEE'. INTERIOR FOOTINOI tI CONTINUOUS. NO lTEEL CONTINUOUI. 1-NO." IA" CONTINUOUII. 1-NO. .. 1"" INCHES DEEP. ,""NO. II .AR TOP REQUIRED FDft EXPANSION TOP AND lOTTO". TOP AND lOTTO... AND BOTTOM. FORCEI. NOT REOUtfIID. 12 1f.c:HEI DEEP. 'l-NO. 4 IAft l' INCHlI DEEI'. 1-NO. 4 .Aft 24 INCHES DEEI'. 1-NO. II 'Aft Tall AND 10TTO~. Tall AND 10TTOM. Tal' AND 10TTOM. 1-'TOftY FOOTINGS GARAGE DOOR GftADE ilEA.. LIYIHQ AREA FLOOft lUll . 1/2 INCHEI THICK. NO MESH a 1/1 INCHE. THtCK. a 1/1 INCHEI THICK. 4 INCHEI THICK. . X I-II' .REQl.IRED FOf! EXPANSION I X '-10/10 WIRE MElH AT . X 1-10/10 WlftE MESH AT WIRE MESH AT MID-HEfGHT. FORCEI. NO .BASE REQWRED. MID-HEIGHT. -I INCHEI MIo-HEIOHT. 4 INCHES . NO. I DOWELU FROM FOOTING . MIL YISOUEEN MOISTURE GRAVEL OR lAND IAIE. . GRAVEL OR lAND IAII!' . TO lLAe AT a. INCHES DN IAARIE" I'LU.I 1 INCH lAND. MIL VII QUEEN MOIITUftE MIL VIIQUEEN MDIITURI CENTER. 4 INCHEI GAAVEL Oft IAft"IER l'LUI 1 INCH lAND. IAAAIEA PLUS 1 INCH lAND. lAND IAIE. CI MIL VI.QUEEN MOIIITURE BAAAIEfII IILUI 1 INCH lAND. GARAOE FLOOR ILAle '1/2 INCHEI THICK. NO ME'H . 1/1 INCHEI THtcK. a tit INCHES THICK. 4 IHCHEI THICK. . X '-I" MOUIRED FOR nllANIION . x '-10/10 WIRE MEIH 0" I X 1-10/10 WIRE MESH Oft WIRE MElH OR QUARTEft FORCES. NO IAlE REQUIRED. QUAATEfII IUIS. l'OLATe: QUARTER aus.. ISOLATE lUll. IIOLATE FROM snM NO MOISTURE 'ARRIEft FROM aTEM WALL FOOTlNGI. FROM aTEM WALL FOOTINGS. WALL FOOTINOS. 4 INCHES REQUIRED. 2 INCHES "OCK, GRAYEL OR '4 INCHES ROCK. GRAVEL OR ROCK. (lRAVEL OR lAND IAIE. lAND lASE. NO MOIITURE lAND IAlE, NO MOISTURE NO MOISTURE IARRlEft IARRIER REQUIRED. IARRIER REQUIRED. REQUIRED. "RE-SOAKING OF LIVING NOT REQUJRED. MOllTEN 10AK TO 12 INCHES DEPTH 10AK TO 1S INCHES DEHH 10AK TO 24 INCHEI DEPTH TO AltEA AND GARAOI! ILAI PRIOR TO POURING TO 4" AIOVI! OPTIMUM TO'S AIOYE OPTIMUM ,I, AIOVE OPTIMUM MOISTURE IOtLt CONCRETE. MOISTURE CONTENT. MOISTURE CONTENT. CONTENT. NOTIES: 1) ALL OEIITHI,ARE RELATlVE'TO ILAB aUBORADE. 21 IIPECIAL DEI10N .. AEOUIRED FOR VERY HIOHLY EXPANSIVE lOlLS. FOUNDATION AND SLAB DETAIL (NOT TO SCALE) DOWEL (WHEN REQUIRED) V'SQUEEN GRAVEL OR lAND BAlE (WHEN MQUIRED) DE"TH OF INTERIOR FOOTING lOlL ~ 1 INTE"'O" rOOTING -------------- ""'\ JOB NO.: FOUNDATION AND SLAB RECOMMENDATIONS '}8IU-OI DATE: 5/98 FIGUR~t1'ti: 2 EARTH TECHNICS TABLE I , RESULTS OF OOMPACTION TESTS JOB' No..: gill :>:>-01 NAME: nJr.:OAM DATE; r:/2/9g Mo.lSTURE UNIT DRY RELATIVE SOIL TEST NO.. DATE DEPTH CONTENT DENSITY Co.MP(~CTlo.N TYPE ('lr.) (PCF> 'lr.) 1 3/27/98 1110 16.3 118.3 91.6 A Key 1st lift 2 " 1112:, 17.1 117.1 90.6 " Fill key/slope 3 4/9/98 1114 10.2 119.8 90.5 B Fill slope 4 4/10 1113 9.1 120.8 93.5 A A11uv. remove 1st Ii t , 5, 4/13 1116 8.2 122.4 92.4 B Pild fill ,6 " 1115, 9.5 118.1 91.4 A, Alluv. remove 1st '7 4/14 1117 11.1 123.9 93.5 B' Pad fill :8 4/15 1118 10.4 122.4 92.4 " overex pad '9 4/16 1119 9.3 120.1 '90.7 " Overex pad 10 4/17 1119 8.7 ' , 120.8 91.2 " Over/finish pad 11 " 1115 7.9, 119.6 90.3 " Slope test finish , , 12 4/20 1107 12.2 ' 119.7 90.4 " Drive over 13 " 1102, 9.1 120.3 90.8 " , Drive cross fill . 14 " 1104 9.7 121. 3 90.4 ,', 1M " " . 1O . SEE PLAN Fo.R TEST Lo.CATlo.NS , , :: ~Senil Cone A8TM 01558-84 ~-Drlve CyRnder A8TM 02937-71 !!-Nuclear A8TM 3017-78 " **UST FAILED, SEE RETEST " Earth Technics , . ! TABLE ]I LABORATORY TEST RESULTS JOB NO.: 98133-01 NAME: INGRAM 5/2/98 DATE: SOIL TYPE CLASSIFICATION MAXIMUM OPTIMUM OENSITY (PCF) MOISTURE (%) 'A On-site silty sand with clay, dark brown 129.2 11. 7 'B On-site silty sand with minor gravel yellow brown to pale brown Pauba Formation 132.4 9.6 - ~ i EA'R'l'iH TI;,ewu.mQ