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1315 FLINT ST_ (5)
b y. >I:;."��n � �y �� '3 I,Rj`` \\,�,/��c��/c �y(1y✓i-h (�1�/5���,�is?;-.�t i ��; �-- •Q .��k'�/� 'f.l��c ,I'/ '�I`� i .(-,�-�,� ..,�}- i sue, � ��~ { t�,'q,��v �__ � �{ It Ut $,{ �1�,/ r. � '.}.� -�s�gti`.�} 9J�_ $@��f �l� �P �Pb +I1 :1• nt - f! +.. ,y 11 �� Al t' _-tr tit �,, c �I��l� ;.. �r Q•-�f 7 �... � 1 �- , �� III � •S/I•ar' \ - �1:,/ jJ - lL mkt • /� I' / l I x Soil,/Engineering *,Civil Eng;meerir ,g 4o Geology s Testl_ng- R�ft V �j.- lt� J1r NO, Ae sties." -• p `y, / DATEZ ,_Januar1-^ . 1984 � • 4 "TO3 _ .hake Elsinore City Inspector, Robert Fkinj . FROM. William Burkhart The Willard Company / SVWECTz ELECTRICAL HOOKUP This _*emo is in .-reference to the temporary electrical hookup. which is carrying 400 amps, and four hires Our electrical panel •gill be locked with the master% Pad lock, (key 2iW This - will Only go to the � �ctricians and to'-ajself. The- system j-s' locked K - Q•.�ept =For testing being done 'by uP V. •pe our continued .elp in. this matter. Plea®a Thank. your y call if there-�&xr e any quP�gtions. Sincerely, 40 / Wil Burkhart \ --- - `/i General Manager \ WB/m'n RECEIVED - Dept. of B;Jg, & Safety taQQ qQ"DOp AVEMJE _sOL�1TAN VALLEY[ CAFJ-NOF�M►UM•71Ifi40a�1 t 1 t. Y�i � a 4� ';P #-.. �'.�,.�' � `.c�i = - � `7.y:, 'r� �'�Lt + -„y a •.- l''• t- .'t' E. I THE CITY W LIKE E1:SM7RE, CAI:IFaINU- `; <T °roJect Ib. 6S4M-11 0 April- 19, 1984} i V h epared for: Mr. Bill Burkhart- 17350 6r3nd Avenue Lake Elsinore, California 92330 ' Prepared by: CALIFORNIA 6EO TEK, INCORPORATED e 43094 Via Dos Picos, Suite 6 Rancho California, ,California 92390 (714) 616-2782 t dU#ORN�h��C�YAK, i 43U94 Jsa tits Ramzkde B.RancIiQj'U forn.I&CA 92396 a(/14) i, 1,pri-1 19, 1984 ` Project No.. 65446-11 INTRODUCTIM The compacted on-site ar-d Of-site fill has teen tested for compliance with applicable specifications. The work include': (11, inspecting the clearir�qq and stripping, (2) testing the p:,eczmD)•.tion of the native soil, (3) testing the compaction of the fill soils, (41 testing the fill for the ixtension of Flint Street, (5) determining the oaximum density of the various earth materials, and (6) pre7arin3 this -repert presenting the findings, conclusions and .ecommendations. Plate 1 - Test Location Plan f ��i��_,-! y7 �``.. -Yr S. ,� r � �.�� ?��( •`� �� � ! � i. �1 �+ ;l;�I �' `i!` +yii.7 ///�. rdu Proposer', C+eve �ent - r The 21,'ure lot is berg developed-for Gonstrvstion of a 40,000 square fo t/ manufacturing 'bui ldbg. Site Conditions TWt project is locinted on the northerly side of Flint Street, Near Silver R 7 gradient i s a par t Street in the City of L&ke Elsinore. The natural grade 4 vx�mately six percent toward the'north. Annwal p-asses and weeds sparsely Covered - •t the site. Grading The grass and weeds were stripped and removed from the site. Th.-, exposed natural ground in the area of the fill placement was scarified and precaa- _ patted to a depth of 6 to 9 inches. The soils from the cut area are silty sands with little or no clay. Grading fa., the pad was performed from Marcn 6, to Harch 15, 1984 with street grad4ng completed by Harch 30, 1984. he contractor was Bob Edmenson (Elsinore) rising a JD 760-A scraper and a 350_ [t gallon water truck. CooWaction Testing Quality assurance tests were performed in accordance with ASTM G1556-74 and ASTM D2937-76. The lzboratory maxi9Am densities were performed in accordance with ASTM D1557-78. A total of 10 tests were performed, with one failing area . refined_ This area was subsequently reworked and retested with a passing result. The test locations are shown on Plate 1 and the results are summrized below: Test 1/ Dry Density, cf Moisture, % Re's 've No. Lo:ation Depth- FieldMax 1 ie-V _lpf Com2act on, t 1 Pad 4.6 BF3 119.2 132.0 SA 8.0 90 2 -Pad 3.3 BVG 120.1 132.0 9.3 8.0 91 3 Pad 3.5 BFG 121.0 132.0 9.1 8.0 92 e4 Pad 2.0 VG 116.7 129.5 7.3 9.0 90 5 Pad 2.3 BFG 125.9 132.0 9.5 8.0 95 6 Pad 2.0 BFG 114.3 132.0 7.5 8.0 81 6A-2/ Pad 2.1 BFG 123.0 132.0 8.9 8.0 93 7 Pad 0.4 BFG 122.0 129.5 $19 9.0 94 8 Pad 0.4 BFG 117.0 129.5 8.7 9.0 90 9 Street 1.4 BFG 123.9 129.5 819 9.0 96 10 Street 1.5 BFG 120.8 1Z9.5 7.3 9.0 93 1/ BFG - Below finish grade to centee of test./feet 2/ "A".deno+.,es retest 41 CONCLUSIONS AND f ECO!VO ATIONS Conclusions Quality assurance tests were performed in accordance with the Said Cone V Method, ASTH D1556-74 apd the Drive Cylinder Method, ,hSTM D2397-78. 2. Two maximum density determinations we:e made in accordance with ASTM D1557-78. 3. The test results indicate that the earth materials have been comvcted- to the fallowing minimum relative compactions: j j On-Site Grading All areas - 90% required - unweighted average = 9+2.ti3 Off-Site Gradir( (Flint Street Subbase - SIOZ required - unweighted average = 94.!1 Rr:owendat ions 1. All perivetfer and loadbearing footings should incorporate the fol'owing reieforcawnt: 12 x 12 footings - 1 No. 4 bar, 3' frm- botto;: 15 x 18 footings - 2 No. 4 bars, one 3' from batto+a, one 3" from tip 2. All rebar shall be lapped a miniam of 30 bar diameters. 3. Slab-on-grade concrete construction 9 tto should be 4 inche., nominal thickrass ,and should incorporate 6 x 6 Nd. iO/No. 10 WWF, cr equal. Respectfully submitted, Bruce R. Lee RCE 2339E BRL/a l Distribution: Addressee 05) SJ r 140- 2339u - 3 - Jtq, C w_ �'�►' E!1f CAlS��� r - t to f At 4_�. , 0V '+ 16 Y.a,. f►N.,-, .:�r- ti.,4.� =..fr.-:,tea .�o i..sue`:.� TEST LOCATION PLAN Portion of Lots 1. 2. d 3 Heald's Resubdivision-of City of Lake Elsinore Project No. 6S4W6-11 Plate 1 f - 1.1`'.r..7o• ,59� ` — J ,t', v ,�zS- RIF 7 -.S-,�er+�P.-s+� t+[1� _ev - Ame .aww ssrrsjaw � WAet or slow �...o.....d.�..�,..,... a,.� 'io.'79 z.M.. LS oy tom- 2, c !c . .,f oo�r Q 00 v �I:e"r_--, P� •�-S ': c� i s i e r.s+�..• .a.R:' C ." M'�ji6;+: .r rsa'jt •—'e --Y-r�. —-�.,. `) JOB NO suss « % ►�.`." :' ..:� o.�n e_WA�trRE L_ �`` kiLN r -� 8 v R WA-P--r(_P�4.CL • o�scRNrww Ste•r P" .'9 t+. . '1.5� 4 Ar`! . V 93,C I.-L. 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