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Home My WebLink AboutParcel Map 20873 Parcel 2 Soils Report sliji Geo , Geology EgiSoil Inspection Material 'NC� Consultants needing &Teg Testing January 15, 1991 City of Temecula Attention: Dan Gymer 43172 Business Park Drive Temecula, CA 92390 (714) 694-6400 Regarding: Addendum to Letter Dated, January 2, 1991 Footing Retest / Building A Parcel 2 of Parcel Map 20873 Project Number: T3704-C Mr. Gvmer. In accordance with your request, a representative from Soil Tech, Inc. has conducted RETEST to the grade beam footing located on the South West portion of Building A. As documented in our previous letters to your office dated, December 13, 1990 and January ^r_, 1991, Project Number: T3704-C nuisance water introduced to the referenced grade beam footing had compromised compaction and required correction. Retest conducted on January 9, 1991 support that the unique condition encountered at the referenced footing has been corrected and meats the minimum standards and requirements of the City of Temecula Building and Safety Department. Attached for your ready review, are the above referenced retest. Thank you for the opportunity to provide this report. Please direct any questions to this office. Respectfully Submitted, SOIL TECH, INC. Chuck Yerkey Grading Division Manager CY/sm Dist. (1) Addressee (2) Wescon Properties - Mac McNulty Corporate Office: . Lancaster Office: 41607 Enterprise Circle North 647 West Avenue L-14 Post Office Box 1568 Suite A Temecula, California 92390 Lancaster, California 93534 (714)676-2745/FAX: (714)699-1757 (805) 942-0991 /FAX: (805)723.3685 I Soil Tech, Inc. 41607 Enterprise Circle N., Temecula, CA 92390 Phone Number ( 714 ) 676-2745 / Fax Number ( 714 ) 699-1757 Daily Field Engineering Report rk Order No. '� o=�• Client: ' Page: of_L — . .. •i . ijcct Name: Grading Contractor ' ! �' „ .� Dam: Tcchnician: ,� p��-.f Hours: TEST NO. LOCATION: y�1 7S"'rT SavtH wC5 �G57 SOIL TYPE/PROCTOR n f ELEVATION/DEPTH oflr•1 J!�oT PROBE DEPTH ( IN. ) VOID RATIO DENSITY COUNT MOISTURE COUNT f �,'� te•� IZ.v N•'� WET DENSITY �ZH 1y), 1 3 .2 13a'9 �! MOISTURE q,3 q,q MOISTURE CORR. DRY DENSITY )ly, 3 iZ1,7 17o.2 I Iq H '4AX. DENSITY 1R f 2 i' ItJ IiI 2 % REL . COMPACTION 0 % REQUIRED DENSITY STANDARD ��,7 /Ll GAUGE NUMBER $� MOISTURE STANDARD 930; ISERIAL NUMBER C} g j Technician Signature: Field Supervisor Signature: Soil Tech, Inc r, ::;�v:,.L:.;3�..�.M'J,;f.Y:t�^' . o 'C'� °�•"�ifs, Adow 50iLTECH, INC. Geo nsu 1 ltants soil Inspection Material Consulta GeotogY Englneering &Testing Testing January 2, 1991 City of Temecula Attention: Dan Gymer 43172 Business Park Drive Temecula, CA 92390 (714) 694-6400 Regarding: Addendum to Letter Dated, December 21, 1990 Pad Re-Certification Parcel 2 of Parcel Map 20873 Buildings A, B, C, D, Westpark Project Number: T3704-C Mr. Gymer: In accordance with your request, a representative from Soil Tech, Inc. has conducted additional compaction tests on finish grade areas relative to buildings A, B, C and D on the subject site. The purpose of this additional testing is to certify that the above referenced buildings meet the minimum compaction standards of ninety percent maximum density at Finish grade. Attached for your ready review are the additional finish grade compaction test relative to buildings A, B, C, D and E. In addition to finish grade testing, Soil Tech, Inc. is conducting additional footing inspections and testing on buildings A, B, C and D. All footing areas inspected at the time of this writing are in compliance with the recommendations set forth in the Geotechnical Investigation, prepared by Mendall, Aragon, Worswick & Associates, Inc., dated December 20, 1981. With the exception of a unique condition encountered in the Isolated grade beam footing located on the South West portion of building A. This unique condition was documented in our previous letter to your office dated, December 13, 1990, Project Number: T3704-C. The small isolated area of the referenced grade beam footing appears to be influenced by nuisance water introduced by the existing irrigation servicing landscape areas on Business Park Drive adjacent to Building A. Corrective actions are currently under way to stabilize the high moisture unique to the above referenced footing. Corporate Office: Lancaster Office: 41607 Enterprise Circle North 647 West Avenue L-14 Post Office Box 1568 Suite A Temecula,California 92390 Lancaster. California 93534 (714)676-2745 I FAX: (714)699-1757 (805)942-0991 1 FAX: (805) 7233685 Pad Rc-Ccrlificadon Buildings A, B, C,and D We.stpark Page 2 Grading performed on the above referenced building pads relative to finish grade meets the minimum standards and requirements of the City of Temecula Building and Safety Department and utilized standard engineering principles and practices as observed by this firm. A formal report will be forth coming, which will include the footing inspection and testing and finish grade testing for Buildings A through E, detailing compaction tests and their locations. Thank you for the opportunity to provide this report. Please direct any questions to this office. Respectfully Submitted, SOIL TECH, INC. Chuck Yerkey Grading Division Manager CY/sm Dist. (1) Addressee (2) Wescon Properties - Mac McNulty Soil Tech, Inc. w —,..-,;iF-v-Win_.-___,�_,_.tr•„__ -- 50iLTECH, INC Geonsulta is , Geology gne g Inspection Material Consultants � Engineering &Testing Testing December 21, 1990 City of Temecula Attention: Dan Gymer 43172 Business Park Drive Temecula, CA 92390 (714) 694-6400 Regarding: Revision to Letter Dated, December 20, 1990 Pad Re-Certification Parcel 2 of Parcel Map 20873 Building E, Westpark Project Number: T3704-C Mr. Gymer: In accordance with your request, a representative from Soil Tech, Inc. has conducted additional compaction tests on finish grade areas relative to building E on the subject site. The purpose of this additional testing is to certify that building E meets the minimum compaction standards of ninety percent maximum density at Finish grade and to confirm that standing water and the light growth of natural vegetation removed prior to this firms inspections, did not compromise the structural integrity of the graded pad in question. Attached are the four compaction test results conducted on building E in the areas designated and located by your office. Grading performed on the subject pad area of the referenced property meets the minimum standards and requirements of the City of Temecula Building and Safety Department and utilized standard engineering principles and practices as observed by this firm. Corporate Office: Lancaster Office: 41607 Enterprise Circle North 647 West Avenue L-14 Post Office Box 1568 Suite A Temecula, California 92390 Lancaster,California 93534 (714)676-2745/ FAX: (714)699-1757 (805)942-0991 /FAX: (805)723-3685 �1 Weston Properties Parcel 2 of Parcel Map 20.473 December 21, 1990 Page 2 The findings and conclusions expressed in this report are based on field testing performed today and support this firms certification of compliance of finish grade certification for building E. The graded pad in question meets or exceeds the minimum compaction standards of ninety percent maximum density, set forth by the City of Temecula Building and Safety Department. A formal report will be forth coming, which will include finish grade compaction testing for the remaining Buildings A through D, detailing compaction tests and their locations. Thank you for the opportunity to provide this report. Please direct any questions to this office. Respectfully Submitted, SOIL TECH, INC. Chuck Yerkey Grading Division Manager CY/sm Dist. (l) Addressee (2) Wescon Properties - Mac McNulty Sol] Tech, Inc. C } s r 7�Tt r r v�5 a r .�Y rr is S®;.��C , 1 N C■ Geonsulta is Geology Boil Inspection tinge Testing Consultants � Engineering &Testin Testin December 20, 1990 City of Temecula Attention: Dan Gymer 43172 Business Park Drive Temecula, CA 92390 (714) 694-6400 Regarding: Pad Re-Certification Parcel 2 of Parcel Map 20873 Building E, Westpark Project Number: T3704-C Gentlemen: In accordance with your request, a representative from Soil Tech, Inc. has conducted additional compaction tests on finish grade areas relative to building E on the subject site. The purpose of this additional testing is to certify that building E meets the minimum compaction standards of ninety percent maximum density at Finish grade and to confirm that standing water and the light growth of natural vegetation removed prior to this firms inspections of the hinting areas relative t(> Building E.. Attached are the four compaction test results conducted on building E in the areas designated as areas of concern by your office. Grading performed on the subject pad area or the referenced property meets the minimum standards and requirements of the City of Temecula Building and Safety Department and utilized standard engineering principles and practices as observed by this firm. Corporate office: Lancaster office: 44607 Enterprise Circle North Post Office Box 1497 Post Office Box 1568 456 East Avenue K-4, Suite R8 Temecula, California 92390 Lancaster, California 93534 (714)676-2745/FAX: (714)699.1757 (805)942-0994 /FAX: (805) 723-3685 Weston Properties Parcel 2 of Parcel Map 20373 December 20, 1990 Page 2 The findings and recommendations expressed in this report are based on field and .laboratory testing performed during the referenced grading operation and no warranty is expressed or implied beyond the direct representations of this report.Thank you for the opportunity to provide this report. if you should have any further questions, please contact this office at your convenience. testing and inspection for building E has met or exceeded the minimum compaction standards of ninety percent maximum density, set forth by the City of Temecula Building and Safety Department and the County of Riverside Building and Safety Department. A formal report will be forth coming, which will include compaction testing for Buildings A through E, detailing compaction tests and their locations. Thank you for the opportunity to provide this report. Please direct any questions to this office. Respectfully Submitted, SOIL TECH, INC. Chuck Yerkey Grading Division Manager CY/sm Dist. (2) Addressee soil Tech, Inc. wee Fti . 945QJ 14 E !`•ityJ!�' l/ 3L 35f7.(. ail; �!•G t'f,:.:' . . �♦ .S:J[. I ;yam , 34.SO ff. r F sor rI �4 T I _ v zyt«u ' zr te.c,ir irr �30 z 1 uc If .l� }�� -�I—O Lill'. � v a.3373 PP.� IL a3.7075/-v la: r. J . . JE Z3?.B77! T[ ij r44.os f II c T j; ILA I I .Po '2Olt q4 F[ r eFr ;'.j i'1; \ '.:G?'.'!;4 ., •{' I \ 5 r�� li' i':' :' !Y � z�rG I :./ iG'•�,'L� L 0 � `-' 1 '' ' tl �n(i FIt1 L ,1Yr1f 70 ,7 R1� �4a i�41-r7 !.� .• '1 I lu i.J. I-. ..•� .:. ��r /...,a 1[7 •11.Iu1l.:F: 1 ,..,. . 7 ♦17 AA Al I :; e4TIrW .[ ,�.: t•7ir r I RI (33.7tlF•LI ...L ; ;�;, �.II. ♦ .#?'jiff'„_' �;.St.. •i r. n Sdii Tech, Inc. 41607 Enterprise Circle N., Temecula, CA oq;ep Phone Number ( 714 ) 676-2745 / Fax Dfu=, er ( 7141 ) 699-1757 Daily Field Engineering Comments :rk Ordcc No. �q7o,/�C IClicnt: .oiect Name: /,/Jac0h Grading Contractor � p Date: _10_(jb IDay: Ji :cation: j d7 �.rr/r ��gTJ 4Tee4nieian: _T IHours: /6' quipmenc used today: Sc.aocrs(/ 6.z Dozers - Track mounted Blades Dozers - Whecl mounted • Water Trucks Other - (fir/IdL 9r JJh 4 /;:DO &l tO or r%adc 7'Llfirt of our 1e%Iz aria e� 3�ce �L f Ltd of / 14/1 four TGf�s Qss�d aM Cifv c Cotaw nv ccfvrf Lv��G sf�� lie kht 07 ¢. bA4 , I f clinician Signature: t!d Supervisor Signature: Soil Tech, Inc. 41607 Enterprise Circle N., Temecula, CA 92390 Phone Number ( 714 ) 676-2745 / Fax Number ( 714 ) 699-1757 Daily Field Engineering Report Work Order No. T3].,,i[—Gr Client. 6,redp, Page: of Project Name: /r Grading Contractor: ///tf� / �np Date: /�.—)O — Oo Day: Location: B� ,0�.2 Technician: V� Hours: 40 G TEST NO. l JI /y�r /� /q u/u f Wtst !u[s Peatu . &in6r ooj 6%t4 dF LOCATION: / padO� PE ' �. SOIL TYPE/PROCTOR . ELEVATION/DEPTH (, PROBE DEPTH ( IN. ) g" Stt g`t 8it VOID RATIO yLJ 4,16 1-I'm H I DENSITY COUNT / MOISTURE COUNT WET DENSITY /�[� !'3�.� �clb 6 /3q,2- g MOISTURE ��,ti 9,�� 10,8 l, S2 MOISTURE CORR. DRY DENSITY �7I. Y157' I��,9 1y3,3 tI%= . DENSITY % REL. COMPACTION % REQUIRED 10.0 70,O 90.0 90,0 DENSITY STANDARD /7.33 t GAUGE NUMBER #S MOISTURE STANDARD ��8 SERIAL NUMBER Technician Signature: -9f 4f�l Field Supervisor Signature: v � Soil Tech, Inc Soil Tech, Inc. 41607 Enterprise Circle N., Temecula, CA 92390 ?hone Number ( 714 ) 676-2745 / =ax Nur-tber ( 714 ) 699-1757 Daily Field Engineering Comments Work Order No. ��[� ]/ IC"c" OESCO / �no `G�/C Page: _o!�_ Project Nam///��e: 4JESCo^/l' IOrading Conrraetar: t'e/Lc577W LL C- ,___t pate: 2 2Q—,90 I Day: Location: P.L 04' prl �0 07JTeehnieisn: _ I p' -- C . 77�II Hours:/ r S Equipment used today: Scraoers / ' - Dozers - Track mounted Blades - Dozers - Wheel mounted Water Trucks Other - ). On/ 527Z zJ7 AVQ614XE' O/ G! dvF 7 gFfopac- c uc If r y/'RO&-' 7 � %�.IR�Tc1� • 7 ,15 &146 e ErIPOO T O R #2D L a ti- G OLr /tilT�'i�� i I I - Technician Signature: Fie!d Supe:visoc Signature: PAP S®I.wrECH9 Geotechna Geology Soil Inspection Material Consultants fs Engineering Testistingg Testing December 13, 1990 Wescon Properties 18102 Sky Park S., Suite A-1 Irvine, CA 92717 (714) 250-5960 Regarding: Pad Re-Certification Parcel 2 of Parcel Map 20373 Westpark Project Number: T3704-C Gentlemen: In accordance with your request, a representative from Soil Tech, Inc. has conducted compaction tests on footing areas relative to buildings A and E on the subject site. The purpose of this additional testing is to verify that present site conditions conform to those represented in the Precise Grading Report prepared by this firm, dated March 13, 1990, Project Number: T3425-C. During the course of footing inspection and testing. Nuisance water was observed encroaching on the graded pad of building A. Corrective actions are currently under way to divert the water and restore the integrity of the fill material. A representative of this firm is being retained by Wescon Properties in order to verify that the soil work is being performed in accordance with the recommendations set forth in the Geotechnical Investigation, prepared by Mendall, Aragon, Worswick & Associates, Inc., dated December 20, 1981. A condition of footing and slab on grade inspection requires these areas to be free and clear of all obstructions and deleterious material, including any miscellaneous trash, debris and organic material. Footing testing and inspection for building E has met or exceeded the minimum compaction standards of ninety percent maximum density, set forth by the City of Temecula Building and Safety Department and the County of Riverside Building and Safety Department. Corporate Office: Lancaster Office: 41607 Enterprise Circle North Post Office Box 1497 Post Office Box 1568 456 East Avenue K-4. Suite 08 Temecula, California 92390 Lancaster, California 93534 (714)676-2745 /FAX: (714)699-1757 (806)942.0991 /FAX: (805) 723-3685 Wescon Properties Parccl 2 of Parcel Map 20373 December 13, 1990 Page 2 The findings and recommendations expressed in this report are based on field and laboratory testing performed during the referenced grading operation and no warranty is expressed or implied beyond the direct representations of this report.Thank you for the opportunity to provide this report. If you should have any further questions, please contact this office at your convenience. testing and inspection for building E has met or exceeded the minimum compaction standards of ninety percent maximum density, set forth by the City of Temecula Building and Safety Department and the County of Riverside Building and Safety Department. A formal report will be forth coming, which will include compaction testing for Buildings A through E, detailing compaction tests and their locations. Thank you for the opportunity to provide this report. Please direct any questions to this office. Respectfully Submitted, SOIL TECH, INC. Chuck Yerkey Grading Division Manager CY/sm Dist. (2) Addressee Soil Tech, Inc CITY OF TEMECULA TO: Engineering FROM: Public Works Dept. DATE: Ir:cEmBER.2.14 IcnO ROUGH GRADING RELEASE Tract Map: Locatione43250 BUSINESS PA?Y— Parcel Map: 20873 Other: PAr-9L Z' The following locations have received certification of pad elevation for line and grade and are released for building permits. BVILDING PA ) E - ONLY Comments: BY: 14 Saio2.Reilc fibers �E2�1E2 Title LB:cc BPRGRAD TEL No . 6991757 Dec 19 .90 11 :47 P .02 501L.�eCH, INC. Gbnw-, caeO Erq eenna at WONTwNna December 20, 1990 City of Temecula Attention: Dan Cytrier 43172 BUSIne s Park Drive Temecula, CA 92390 (714) 694-6400 Regarding: Pad Re-Certification Parcel 2 of Parcel Map 20873 Building E, Westpark Project Number: T3704-C Gentlemen: In accordame with your request, a representative from Soil.Tecb, lnc. has conducted additional compaction tests on finisli bnadt areas relative t building B On the subject site. ire purpose of this additional testing is to certify that building E meets the minimum cumpactiori standards of ninety percent mWmum density at Finish grade and to confirm that standing water and,the light growth-of natural vegetation removed prior to this firms Inspections .of the footing areas relative to Building B.. Attached are the four compaction test results conducted on building E In the areas designated tin areas of concern by your office. Grading performed on the subject pad area of the referenced property meets the minimum standards and requirements of the City of Temecula Building and Safety Department and utilized standard engineering principles and practices as observed by this firm. cMoorate Once: lancatar Office: 44607 Enterprise mete Nonh test Office Box.w? Post once Box +ses 456 Ent Avenue K-4,Btlb es iemecuta,contania vr3vo tnneom eanbmto 94A]4 17t4t 67e.2745 r sou:feet e00-+767 tsost oes-OM f nnx.teost 723-MM TEL No . 6991757 Dec 19 .90 11 :49 P .03 Wain Pmperdcw PHFWI 2 or Parcel Map ZM721 Dtxx;mtx:r tJ, 19911 Pegc 2 The findings and recommendations expressed In this report are based on field and lahuratory testing per6irmed during the rcfcrcnced grading operation and no warranty is expressed or implied beyond the direct representations of thlil report.1mank you for the opportunity to provide this report. If you should have any further questions,,please contact this uttice at your cotrvenience. testing and inspection for building E has met or exceeded the minimum compaction standards of ninety percent maximum density, sot rorrh by the City of Temecula Building and Sarety Department and the County of Riverside Building and Safety Department. A formal report will be forth coming; which wnl include compaction testing for Buildiiv A'Ihrough E, detailing compaction tests and their locations. Thank you for the opportunity to provide this repurt. Please direct any questions to this office. Respectfully Submitted, SOIL TECH, INC. it)Chuck Yerki y Y Grading Division Manager CY/sm Dist. (2) Addresser Moll Took Ina TEL N0 . 6991 (5( UeC 19a9U 11 :4ts Y .U4 $oil Tech, Inc. 41e07 EnterprlSS Circle N., Temecula, CA 92390 ' Phone Number ( 714 ) 676-2749 / _Fax Number (714) 699-1757 Dally Field Engineering Report Work Otder No. T3 _ C Client: ///4faN Prate;—L—or__L Project Name: 01011 Grading Contractor. LWj�7dcl� tOXll• Data: pt�jp' Day: )iwe 1"atlan: B7� , Techotclan: ,'G Huun: kQ TEST NO. fC h BMt Bpi LOCATION: of Of AI iAA E SOIL TYPE/PROCTOR @ / ELEVATION/DEPTH PROBE DEPTH (IN. ) tt Sst 4's �rt VOID RATIO _ 16 •�a9 DENSITY COUNT / MOISTURE COUNT 17, I .5 at lla WET DENSITY b MOISTURE (0,1� gaf3 D1 IaPZ MOISTURE CORR. DRY DENSITY �0/.� SyJ9G�q Jr3 MAX. DENSITY J31,1 J3 71 21 J31 6 REL. COMPACTION IP-1 10 q0 14,0 8 REQUIRED 90,0 fad 90.0 6.0 DENSITY STANDARD J�33 GAUGE EMBER sA f MOISTURE STANDARD SERIAL NUMBER jy9 Technician Signatures Field Supervisor Signatures Wl Tech, Inc onm TEL No . 6991757 Dec 19 ,90 11 :49 P .06 Soil Tech, Inc. 4'160�Enterprise Circle N., TerrieculCA 92390p, _ phone Number ( 714) 676-2745 / Fax Number (714 ) 699-1757 Daily Field Engineering Comments _ ._ Work Order No. _Lr Client: /wAdA rage: or } 31e Project Nome: Afoot Ondlns Contractor: <</W&II Nf ,f Dole: b ?Ip 0 Der MUM- Location, jV,p ��tJ�Q}3 Teeaeieient Hours: /Q' 1 T V 59-ipmcnt used today: Serapers Dozers • Track mounted j Blades Dozers • Wheat mouoled [Jj water Trucks other - Its 4 LvAn bit /MW o� Technician Signature: ' Field Supervisor Signature: ' TEL No . 6991757 Dec 19 .90 11 :49 P .US Soil Tech, Inc. 411507 Enterprise Circle N., Temecula, CA 92390 Phone Number ( 714) 676-2745 / Fax Number ( 714 ) 699-1757 Daily Field Engineering Comments y �usm: b�' 0 T/E Poge:_d Work Ordac No. -704 P sleet name: S 1 O..et.e Contractor. 4 De1c: Q- �ar•'�/� ' 0 7 Techntd.dr -I f— Hour: - Equipment used today: Scrapers Dozers . Track mounted Blades Dozers - Wheel mounted • Water Trucks Other - 60 4= a/ i �rG A cv 7T! k a rjeov is 4H ,NL for Keyr / P ` A/O GQ n, L 10 r Te�hnicton Signstnre: , Field Supervisor Signature: r �r--- 1 \ 9560 F ' //, f i 33 T.CJ LI— a I '''.'i. _ rill o �; !•K��M lCc�. �. / Gnf. i ♦ 1� 61 Ici� � 1 ��•' � 4 : --� / i 4e L7 r !f I rSe.cn 1 0L cn to Il r ( '99+11 1 .3450ff. 34.wPno I o z All + j ,c e r Iz r '.M s z ra 1� 1 �� r • I 3 �N10 �.'^ �sec ,- yy I ,� . r _ *�,a•s xb^mac � � � -- 5 f,L � r4 OpAi r .i` 1 `fit sj�� ' � e te� � s F � �L±re iS•3��I ?R�r 4769 M •f I F tFrr t � r `•' 'w � SUL TECH' INC. technical Sell &Testing Material Consultants GeoloBY Engineering &Testing Testing December 21, 1990 City of Temecula Attention: Dan Gymer 43172 Business Park Drive Temecula, CA 92390 (714) 694-6400 Regarding: Revision to Letter Dated, December 20, 1990 Pad Re-Certification Parcel 2 of Parcel Map 20873 Building E, Westpark Project Number: T3704-C Mr. Gymer: In accordance with your request, a representative from Soil Tech, Inc. has conducted additional compaction tests on finish grade areas relative to building E on the subject site. The purpose of this additional testing is to certify that building E meets the minimum compaction standards of ninety percent maximum density at Finish grade and to confirm that standing water and the light growth of natural vegetation removed prior to this firms inspections, did not compromise the structural integrity of the graded pad in question. Attached are the four compaction test results conducted on building E in the areas designated and located by your office. Grading performed on the subject pad area of the referenced property meets the minimum standards and requirements of the City of Temecula Building and Safety Department and utilized standard engineering principles and practices as observed by this firm. Corporate Office: Lancaster Office: 41607 Enterprise Circle North Post Office Box 1497 Post Office Box 1568 456 East Avenue K-4, Suite 88 Temecula, California 92390 Lancaster, California 93534 (714)676-2745/FAX: (714)699-1757 (805)942-0991 /FAX: (805)723-3685 Wescon Properties Parcel 2 of Parcel Map 20973 December 21, 1990 Page 2 The findings and conclusions expressed in this report are based on field testing performed today and support this firms certification of compliance of finish grade certification for building E. The graded pad in question meets or exceeds the minimum compaction standards of ninety percent maximum density, set forth by the City of Temecula Building and Safety Department. A formal report will be forth coming, which will include finish grade compaction testing for the remaining Buildings A through D, detailing compaction tests and their locations. Thank you for the opportunity to provide this report. Please direct any questions to this office. Respectfully Submitted, SOIL TECH, INC. Chuck Yerke Grading Division Manager CY/sm Dist. (1) Addressee (2) Wescon Properties - Mac McNulty Soil Tech, Ina 3 / *� • .- 11/, I r ° •- - - --- W� .-/ - - ---- ----- J- - i -� . �• i c .74.d:u 1. - h (G oal I �uY rJ IP rx • ,� . . ,4 ' �� Ij ll �; � • �� 0 E .34.A9PAD I I II vt 1 I A, I. too t.'f:lC if L7tG 'L3Jo l3KZC b r 73 .3 Fo •I L -3.:of/. i i'.. ' 3l.I, j3F 1i+2 i 70 rc) \ l I I INSO�22 [' IO Flo! ' \ 6 � h ' Z5 I ^ �**,• JM6.0lfc. 1 I ;.ri 7 IM IS•7/.aL I) I � i �.{.5lf Y .; L'�, I T>;•�:._I°: M •0.a1°•LltLO,t , ! l.s T. tr i{r . y .1� I (33.71F,L) °� I { f47 37,gn G I rg7iS s r.c.' 3 �,` :1 ram` '4 ' 3r•71fr. �; r Soil Tech, Inc. 41607 Enterprise Circle N., Temecula, CA 92390 Phone Number ( 714 ) 676-2745 / Fax Number ( 714 ) 699-1757 Daily Field Engineering Report rork Order No. r3l6q-v it /Client: veziN Page: of I roject Name: �J¢fCoti Grading Contractor: L� a'Iljf j fQ l e&jl Date: I1,—10 _ 0o Day. AW f ocation: AQl 9� 7� J Technician: TG Hours: Q 6 TEST NO. J �l �'�'�r l3 Iq ldra f wu &,TjF Pehter eclat( Onf �q eF LOCATION: of of of OA4 pQ� oar! JAWE 1. SOIL TYPE/PROCTOR # ( / / / ELEVATION/DEPTH F PROBE DEPTH ( IN. ) pn der gu at' VOID RATIO �•Dy fJ _/�116 _�rlQ I''Ggq DENSITY COUNT / 1 MOISTURE COUNT WET DENSITY /3C/ 13p lq0.6 /3q,1, % MOISTURE MOISTURE CORR. DRY DENSITY MAX. DENSITY l3/•y /3o % REL. COMPACTION 1�.0 7.`r 9L 9y 0 % REQUIRED 90.0 110.0 70.0 10.0 DENSITY STANDARD 17-33 GAUGE NUMBER s MOISTURE STANDARD SERIAL NUMBER i Technician Signature: i r/ Field Supervisor Signature: Soil Tech, Ina Soil Tech, Inc. 4160anterprise Circle N., Teme*, CA 92390 Phone Number ( f ) 676-2745 / Fax Number - . ) 699-1757 Daily Field Engineering Comments Work Order Ka. Tq-/Ov Client: WEs O� /� O 1?71,r Page: _of Project Name: / t t� !tO , ) Grading Contractor. Cl/�Tf�L/TC�. C Date: /220 Dar: �� c Location: P. ��iOJ�4 r r� n.20 07 Tcehnicien: _/�}— `J Hours:1.L— C Equipment used today: sc b Scrapers 1 Dozers - Track mounted •) Blades Dozers - Wheel mounted Water Trucks Other - O/✓ ' ?x F E T" O� G/T a 044e uc �N2) C hztL C Z4 f A',4 r sere-r % RTc-1s E L�. /� T C✓EEC P/P /�� `� C/ w� RECE . iArWA14 7hrP� s 4VI7W o li 'TiNL 13u oOVI- - kc Er o0 ole 112D L t-J` F G Dtr IJT£oeE Technician Signature: Fie!d Supervisor Signature: Soil Tech, Inc. 47 607 jiterari-se Circle N., Temecuj* CA 92390 Phone Number ( 71 676-2745 / Fax ?Vurlber ( ) 699_1- 757 Daily Field Engineering Comments Work Order No. 376q- Client: vIII(On Page: I of 'roject Name: �Iej"GA Grading Contractor. f C'Brrpf, Da[c: -�0-Td Day: .ocation: j 'j�8�-3 ITechnician: 0� Hours: quipment used today: Scrapers Dozers - Track mounted Blades - Dozers - Wheel mounted • Water Trucks Other - / ��/ iyt1S�1 evfie Qf taw jelee,1 QICQ di! rite Isle i- &.d of a� A// foul 7�GS�t 'tyfe4lAM /v�/e 67PIli le., i Ih pwiS/ta dAid hoisi Y b C! b✓ Colcrt nr LG1tOr1 (rlele &n Sf a a14 ' Ale ftyht of 'echnician Signature: ie!d Suoervisor Signature: ' ...... .4 x 1 .Ml:Lj `k:,. ` �'r?':i ''J 'i u• ,c iesl ' Tei g needing &Tnp estnp50iLECH, INC. secc Geolo January 2, 1991 City of Temecula Attention: Dan Gymer 43172 Business Park Drive Temecula, CA 92390 (714) 694-6400 Regarding: Addendum to Letter Dated, December 21, 1990 Pad Rc:-Curtil•ication -- — - --- Parcel 2 of Parcel Map 20873 Buildings A, B, C, D, Westpark Project. Number: T3704-C Mr. Gymer: In accordance with your request, a representative from Soil Tech, Inc. has conducted additional compaction tests on finish grade areas relative to buildings A, B, C and D on the subject site. The purpose of this additional testing is to certify that the _above referenced buildings meet the minimum compaction standards of ninety percent maximum density at Finish grade. Attached for your ready review are the additional finish grade compaction test relative to buildings A, B, C, D and E. In addition to .finish grade testing, Soil Tech, Inc. is conducting additional footing inspections and testing on buildings A, B, C and D. All footing areas inspected of the time of this writing are in compliance with the recommendations set forth in the Geotec•.hnical Investigation, prepared by Mendall, Aragon, Worswick & Associates, Inc., bated December 20, 1981. With the exception of a unique condition encountered in the isolated grade beam footing located on the South West portion of building A. This unique condition was documented in our previous letter to your office dated, December 13, 1990, Project Number: T.3704-C. The small isolated area of the referenced grade beam footing appears to be influenced by nuisance water introduced by the existing i rig`ation servicing landscape areas on Business Park Drive adjacent to Building A. Corrective actions are currently under way to st;ibilize the high moisture unique to the above referenced finning. Corporate Office: Lancaster Office: 41607 Enterprise Circle North Post Office Box 1497 Post Office Box 1568 456 East Avenue K-4, Suite a8 Temecula, California 92390 Lancaster. California 93534 (714)676-2745 I FAX: (714)699-1757 (805)942-0991 1 FAX: (805) 723-3685 Pad Re-Certification Buildings A, B, C and D Westpark Page 2 Grading performed on the above referenced building pads relative to finish grade meets the minimum standards and requirements of the City of Temecula Building and Safety Department and utilized standard engineering principles and practices as observed by this firm. A formal report will be forth coming, which will include the footing inspection and testing and finish grade testing for Buildings A through E, detailing compaction tests and their locations. Thank you for the opportunity to provide this report. Please direct any questions to this office. Respectfully Submitted, SOIL TECIi, INC. Chuck Yerkey Grading Division Manager CY/sm Dist. (1) Addressee (2) Wescon Properties - Mac McNulty Soil Tech, Inc. • Soif Tech, Inc. 28700-B � Haciendas, Suite 1031 Te�ecula, CA 92390 Phone Num 714) 676-2745 / Fax Number(714)699.1757 Daily Field Engirieering Report Work Order No. `I' Client: �Q aft 5! Page: of /r _L Project Name: o TL 10k/ 1�TU`1 Grading Contractor. /�/�r // Date: PQ� Location: Technician: w I Hours: 3 TEST NO. / 3 weif {anti PoMo j LOCATION. . p�'"9 Oad Dad rad fls'"tiN6 E E E E SOIL TYPEIPROCTOR # / I ELEVATIONJDEPTH PROBE DEPTH (IN.) Sq g^ StI pn VOID RATIO —1,B' — Gp • rJ,s3 - .3J DENSITY COUNT MOISTURE COUNT ��• Al A4 A6 WET DENSITY I L ' f31.0 17o MOISTURE A 1016 10.9 9•i3 MOISTURE CORR. lDa1� 1071J /011� DRY DENSITY II1.� II8•J �y0•� �19. MAX. DENSITY /31 7 % REL. COMPACTION 9a�,y p0.0 �Q7r0 To REQUIRED 10,0 o,0 {�.� foe) .; DENSITY STANDARD Y �, AVERAGE LAST d tf/� GAUGE NUMBER 5 MOISTURE STANDARD I 9Q . , AVERAGE.LAST 4 gf�8 SERIAL NUMBER Techniciaa.Signature: Field Supervisor Signature: k l - M, Soil Tech, Inc. 4160*nterprise Circle N., Temece CA 92390 Phone Number ( 714 ) 676-2745 / Fax Number ( 714 ) 699-1757 Daily Field Engineering Report Work Order No. -} Client: P Page: t of 1 Project Name: Grading Contractor: Date: Day: , p � . �..riC (/�t$ fjn ! i I?-/U-O!D l�ar . Locatiott,'F .-� /$� C. 1 ., Technician: .5 ' D p Hours: TEST NO. f �jLI/1' -7 t 11 r LOCATION: 1c1616q. o,o�. 61A SOIL TYPE/PROCTOR # '� I I ELEVATION/DEPTH -3 0' - 1, 0 ,D' PROBE DEPTH ( IN. ) g• VOID RATIO 3a6 '+ 30 a%b 'S19 yil DENSITY COUNT L 53� is-7-7Ill 5 1 2�i 0 1651 MOISTURE COUNT 11� 5 t51, b WET DENSITY 134 IZI9 t2q.S 141.$ 130.1 MOISTURE q 11. 6 ltD.1 MOISTURE CORR. DRY DENSITY 11 1,1 Ill �t ! I?. 'j 116.8 tJl.l MAX . DENSITY % REL. COMPACTION RS, b qD. D $6.3. l� 6.b 14010 % REQUIRED 10.0 �y.0 90.12 40. a90. 0 t,t• :7 DENSITY STANDARD 3630 IGAUGE NUMBER C� MOISTURE STANDARD y471 4-y4g,p SERIAL NUMBER L4 Zp Technician Signature: 4�e +.41, . Field Supervisor Signature: Soil Tech, Inc Soil Tech, Inc. 4160-Onterprise Circle N., Temect� CA 92390 Phone Number ( 714 ) 676-2745 / Fax Number ( 4 ) 699-1757 Daily Field Engineering Report Work Order No. Client: Page: of I 70 �- G W� csr /� .I;tr Project Name: t 1 1 A Grading Contractor: IL Date: 1 "1 it I_ G, Q Day. Locatio Technician: T'I Hours: 1 ••�• _/� TEST NO . 1 D LOCATION: 5'.,4 . w<S F la . SOIL TYPE/PROCTOR # IIA)6 ELEVATION/DEPTH 3 0' PROBE DEPTH ( IN. ) V, VOID RATIO y$9 DENSITY COUNT l�14 MOISTURE COUNT 16t,8 WET DENSITY l3o Y MOISTURE �� 9 MOISTURE CORR. DRY DENSITY \S.S MAX . DENSITY LREL. COMPACTIO isREQUIRED 90,1) E 4 DENSITY STANDARD 3 6yR �635 GAUGE NUMBER �{ ) MOISTURE STANDARD tls3 ygq,"1 SERIAL NUMBER iq 6 Technician Signature: ,. ctit�,a. V Field Supervisor Signature: Soil Tech,Tech, Inc Soil Tech, Inc. 41607 En terprise Circle N., Temecula,-CA 92390 Phone Number ( 714 ) 676-2745 / Fax Number ( 714 ) 699-1757 Daily Field Engineering Report 'ork Order No. r3 dcl—Gr Client: �j/va;n Page: � of I roject Name: /r/E�rlr�/ZH Grading Contractor: Z1 f/7L' �/np� Date: ,�,-10� 00 Day. xetiono oar ;f .BI� . ,aY72 .technician: T/ !N T Hours: / O G TEST NO. l I �'y�r o Iq Onf "d eF 6f of LOCATION: •E , SOIL TYPE/PROCTOR # ( t ELEVATION/DEPTH PROBE DEPTH ( IN. ) VOID RATIO DENSITY COUNT / MOISTURE COUNT WET DENSITY 13y, 136.E N6.6 U2, % MOISTURE rO v I �� O Qy MOISTURE CORR. DRY DENSITY /W MAX. DENSITY REL. COMPACTION $ REQUIRED 90.0 fo 0 90•0 90.0 DENSITY STANDARD 1733 t GAUGE NUMBER # S MOISTURE STANDARD 961 SERIAL NUMBER Technician Signature : i . �, Field Supervisor Signature: Soil Teeh, Inc Soil Tech, Inc. 416079nterprise Circle N.', Temeculf, CA 92390 Phone Number ( 714 ) 676-2745 / Fax Number ( 714 ) 699,-1757 Daily Field Engineering Report Work Order No. I ^I :�LI- Client: 1 . 1 SC Page: a[ - 1 Wre .� 'roject Name: ,L !•tea r I_ Grading Contractor: 1.A f�^ I I C` w Date: !.2 `� ,;t ' Day. acation: ( 9 �01��3 Technician: CW�1 Hours: TEST NO. J 5 f � l�/ AIL $ lot 70 -a1 cc//' t,1d e1 la: c � Id bld s!n I%W TCTi' u�� r ESQ A 9 �1• �� bld.1, •,ie�: '1 1' 1� � 'q . 1. LOCATION: t C SOIL TYPE/PROCTOR # 7:2 2 ELEVATION/DEPTH � G G, T-- C , F.C. F.c. K• G , F.G. r7c. F,(;. PROBE DEPTH ( IN. ) $ ' g., %,, � ,t ca „ a,. � ,. a, �'• G , VOID RATIO 35$ 3z3 314 41S '314 J84 1-14 ti'al 3xo 70& DENSITY COUNT ISl] 14g4 WI.; to' ol 11-)10. 11.770 flat II&k14 11S19 MOISTURE COUNT s$. b 'A�•� -19 . -7 •13 aa.a b q,1 ?P,a a�,D gin. S WET DENSITY 1j3\ 1 W.5 1") n, 11t t '1, 1$,0 1D.1,1 ILt.9L IZ6 11V. % MOISTURE . S , S.S S. Z =s, S. 1 4,l t{ r.l 3. 7 �•q MOISTURE CORR. � - DRY DENSITY IZ4 I 1 4 1'111 ION, �>. ,I III, 114", 1 :z, i fA1.n MAX. DENSITY 1110 - � ?T.:_ 1}?. % REL. COMPACTION S eq., L) R40 I\ ,A 41, la 9A. % REQUIRED o. p 4 0. 0 9.0 i2 2 ? 7•a DENSITY STANDARD 3 6 Y s GAUGE NUMBER MOISTURE STANDARD C{s ; t SERIAL NUMBER t4�$`6 :u K' Technician Signature: Field Supervisor Signature: Soil Tech, Ina Soil Tech, Inc. 41607?nterprise Circle N., Temecula, CA 92390 Phone Number ( 714) 676-2745 / Fax Number ( 714 ) 699-1757 Daily Field Engineering Report fork Order No. �_.,n , Client: L Page: 1 of 'roject Name: l •_7 Grading Contractor: l Date: Da ocation:f�Ar. ^� . �.v -?^ Technician: Hours: TEST NO .f -� L%dq, a, da 61oy, iildw oCnn yR� Idj, LOCATION: Ff h�X' !'t SOIL TYPE/PROCTOR # Tv� Cr1tt iK t R tW l 1ivO, 'Ci-N' ' r � ELEVATION/DEPTH 14, 0 U y ' i .ta PROBE DEPTH ( IN. ) ,a . . a,. '- VOID RATIO `I 1 38S It"i j5 C DENSITY COUNT 4 . ,, ,_ Z� 7� MOISTURE COUNT l h „ "7 li^A,ti 'SK .t 2 ' a'w `# y� ' WET DENSITY % MOISTURE to t MOISTURE CORR. DRY DENSITY 117 MAX. DENSITY % REL. COMPACTION LS°F ,? j1,$ 13,4 i0 , 1 ' % REQUIRED '1 �. 0, a '`, a. . • i 5. � r,. o DENSITY STANDARD ? ;;r GAUGE NUMBER [� MOISTURE STANDARD '? ? SERIAL NUMBER .0 Technician Signature: Field Supervisor Signature: Soil Tech, Inc. . p 'M1:M1nn..5,�?.,:�.CJI};,•., y;o•,!`Y`1�.��'�:;v J„^,�X>r SULTECH, INC. Gears Inn Geology ' Engineering Inspection Te ng Material December 13, 1990 Wescon Properties 18102 Sky Park S., Suite A-1 Irvine, CA 92717 (714) 250-5960 Regarding: Pad Re-Certification Parcel 2 of Parcel Map 20873 Westpark Project Number: T3704-C Gentlemen: In accordance with your request, a representative from Soil Tech, Inc. has conducted compaction tests on footing areas relative to buildings A and E on the subject site. The purpose of this additional testing is to verify that present site conditions conform to those represented in the Precise Grading Report prepared by this firm, dated March 13, 1990, Project Number: T3425-C. During the course of footing inspection and testing. Nuisance water was observed encroaching on the graded pad of building A. Corrective actions are currently under way to divert the water and restore the integrity of the fill material. A representative of this firm is being retained by Wescon Properties in order to verify that the soil work is being performed in accordance with the recommendations set forth in the Geotechnical Investigation, prepared by Mendall, Aragon, Worswick & Associates, Inc., dated December 20, 1981. A condition of footing and slab on grade inspection requires these areas to be free and clear of all obstructions and deleterious material, including any miscellaneous trash, debris and organic material. Footing testing and inspection for building E has met or exceeded the minimum compaction standards of ninety percent maximum density, set forth by the City of Temecula Building and Safety Department and the County of Riverside Building and Safety Department. Corporate Office: Lancaster Office: 41607 Enterprise Circle North Post Office Box 1497 Post Office Box 1668 456 East Avenue K-4,Suite N8 Temecula, California 92390 Lancaster, California 93534 (714)676-2745/FAX: (714)699-1757 (805)942-0991 1 FAX: (805)723-3685 24 4- Wescon Properties Parcel 2 of Parcel Map 20873 December 13, 1990 Page 2 A formal report will be forth coming, which will include compaction testing for Buildings A through E, detailing compaction tests and their locations. Thank you for the opportunity to provide this report. Please direct any questions to this office. Respectfully Submitted, SOIL TECH, INC. ft1 Ov Chuck Yerkey Grading Division Manager CY/sm Dist. (2) Addressee Soil Tech, Inc. 28700-6 L Haciendas, Suite 103, TerWula, CA 92390 Phone Numb 14)676.2745 / Fax Number(714)699.1757 Daily Field Engineering Report Work Order No. h., l_G Client: pe few ar0 erA.-CS: Pagr. I aC--L Project Name: /i/�9� liC �7C/'7 Grading Conmctor. /�/�,- r/II �j��p Date:/71 _4 _'00., Dey: ygwr y ortl Location: `�Q� y %I,j• ? .3 Technician:3J6 Haun: ' y TEST NO. f ? Nd/fc, wuF Pad N°''4 �„f�i Mist ¢asf wesS {oofinp ho , Po(f104 LOCATION. P�''9 fad P44 rod E E E E SOIL TYPEIPROCTOR ;i I ELEVATIONiDEPTH —9•0 � -3,0, PROBE DEPTH (IN.) 8n gn p l SCI VOID RATIO —;lot -•GY DENSITY COUNT MOISTURE COUNT /�• �3, I3,G A6 WET DENSITY J 150,6 133.1 131.0 17o MOISTURE - /0, 10.6 /0•5 9•�3 ". MOISTURE CORR. /0;; 10);T lm1 DRY DENSITY I19.� 118.1 5*- �19. MAX. DENSITY �31, 'J 13L� 13G2 �3�y 7o REL. COMPACTION qa� y /90.0 l7r4 t9D10 %a REQUIRED 10,0 {0,0 QQ�� .�(/.o DENSITY STANDARD /'� � ), AVERAGE LAST 4 [il�D GAUGE NUMBER $ MOISTURE STANDARD gtiq AVERAGE,LAST 41 gf08 SERIAL NUMBER 2�7 Technician.Signature: t Field Super-visor Signature: 6� Soil Tech, Inc. 41607 Oerprise Circle N., Temecul*A 92390 Phone Number ( 714 ) 676-2745 / Fax Number ( 714 ) 699-1757 Daily Field Engineering Report Work Order No. Client: Page: f of i trojeet Name: /e IC Grading Contractor: i i.• r ^ .,! Date: I _�U 7 Day:., •+ .ocationl) �! �1� ., . Technician: Hours: �r D TEST NO. 5 6 - $ q wo f}Ow o -\er��..gt eas+ .,r:i .nrerl •...ci! w.f � LOCATION: f A1' ai�1 .Icq. �le�. blay, A A A A SOIL TYPE/PROCTOR # ELEVATION/DEPTH _3 p' _ I. 0' .7� a' ,3 0• _ I, D PROBE DEPTH ( IN. ) g„ $• $ g.. $' � •S VOID RATIO *3 a 6 4 3 D wit - 9 411 DENSITY COUNT III- .1 IS� � I�� S 1�3� 1651 MOISTURE COUNT 11� ISM 11] yy 7 r 13i.3 WET DENSITY 13g , 1"SI9 12q,S tYLS 130.2 $ MOISTURE 9. D 1L9 +4 3 11 . ; lo,l MOISTURE CORR. �- DRY DENSITY I_�.•. I1��t 11;.y Inc.$ t�l., MAX . DENSITY % REL. COMPACTION °tS 6 ?))• ,7 `66.3 "-. 0 90•0 % REQUIRED 90. 0 `10. D 90. 90. 0 DENSITY STANDARD 3630 3633 GAUGE NUMBER C/ MOISTURE STANDARD yy7.1 I Lff(g•0 SERIAL NUMBER / r Technician Signature: Field Supervisor Signature: Soil Tech, Ina Soil Tech, Inc. 41607 Ioerprise Circle N., Temecula&A 92390 Phone Number ( 714 ) 676-2745 / Fax Number ( 714 ) 699-1757 Daily Field Engineering Report Work Order No. -rl-70 4- e Client: W ... t• f6 •re 't 7' Page:_I of I Project Name: Grading Contractor: Date: De Locatio / A. ' -� Technician: Hours: 5 TEST NO. / 1 r e4gf LOCATION : w.fl 1,^ SOIL TYPE/PROCTOR # ELEVATION/DEPTH C' PROBE DEPTH ( IN. ) VOID RATIO g5i4 DENSITY COUNT t`y� MOISTURE COUNT IHI WET DENSITY 130.Y % MOISTURE 9 ' MOISTURE CORR. DRY DENSITY MAX.. -DENSITY % REL. COMPACTIO $S D % REQUIRED 9a,b F 4 DENSITY STANDARD -3 Oct 1 -36ZS GAUGE NUMBER �{ MOISTURE STANDARD Lisl!Z I yYti.-I SERIAL NUMBER t±Xb Technician Signature: 2• ..;a-., �y� Field Supervisor Signature: �- e ✓�"� y� �/ Soil Tech, Ina Soil Tech, Inc. 41607 En' prise Circle N., Temecula, 92300 ?hone Number ( 714 ) W6-2745 / Fax Number ( 714 99-1757 Daily Field Engineering Report 'ark Orde:'No. 7, �•. �?1oJ �G IC:iene: Q�O1 L�i/ a IP:ra a( [: ct ojec: Nam<: A/64- ,Dark IGradinq Cen aor: �q �ti�/ 7t21/ Wi[p// I Day<: /� 6- GU I Dar--7U&rs :eor ion: /j ,DO�q (Technician: -r (Hour-: [J -uipracnt used toda/y;:/Y G 7 SC.aoe:s LJ Doz-.s • Track eouoced �, Blades - Dozers - Wheel mounted N Water Trucks other - /-3�IpleacLa� l- boekltae o�u n arm a ife foer' /. '2 31fL L+ ' VO Z Uir(irCc>< ov( w!G if f 2y(� r2r�f WJ/h( 'Ale 1064141 -V aT /.dite-o r At 'pa)h tcd as f a/eap / V�u ' 1,16y/- A94- t At1/9 6eern A'AfkAd hrD 4kj'-fMe gltfdr 9r;hkv - fe_/ rAed // aOgd Z' `t1hoifA late w rf &4aal) t - �71t9E e PO-fief u.Grl�c S�.cc Crt 1' wa f apt 441 lTOr4cr lu"irawee 1/wk/ adef Ad 7i1 he LGCC��(�ira Bzl #'t e hoc(s✓di'r1/, / Cc�O�� 97 (.r E OG /1�aC /YID r'✓G./,�% Qom! ALL (� tt�l Q '" t n.G_ T Gee P1,14PlGl ai-f f-hbe4 T d f1 :inieian Signature; A�r'(%�'� id Suoervisar,Si¢naiure: i i Soil Tech, Inc. 4160*nterprise Circle `N., TemeA, CA 92390 Phone Number ( 714 ) 676-2745 / Fzx Plumber ( 714 ) 699- 1-757 Daily Field Engineering Comments Work Order No. 37 0—f—4 Client: �!:. ��• r S Page: or�— Project ;lame: }/ �r 1 Grading Contractor: �,,/ ' 1/ i Date: �7 � WP 1 �G�f{� V4.5I T: !'L �.. i S . I la- ( . to Day: ter location: ` /1 t D,M•Z9� Technician: �/� (Hours Equipment used today: 3T / ` Scrapers —T - Dozers - Track mounted Blades - Dozers - Wheel mounted Water Trucks Other - R �IC;jI (o„;ir• ( 11 k�dq tJwr se IF V-e t ! r sit A y Qaie t r e D.: Is.. trcvo.� ,-e.at 1 wa�-f� mod.•^ �.� I I & lop f4 0 .w. &e r � w r��.� l'C f, � o o f 1�. �: -" / Technician Signature: Fie!d Supervisor Signature: �� /• Soil Tech, Inc. 41601onterprise Circle N., Ternec%, CA g2300 Phone Number ( 7- - ) 670'-2745 / Fax Number ( 7 " ) 699_1- 757 Daily Field Engineering Comments Work Order No. 7 r1 i Client: Page: I of Project Yams Grading Contractor. Date: J Day: i ( Location:'D �• - % � O,y-�-z Technician: Hours: { r Equipment used today: Scrapers - Dozers - Track mounted j Blades • Dozers - Wheel mounted Water Trucks Other - I h,clel,ae l ! 1I if/1n Inv 1 w:.+• ^ a` (.77u1. n.1 L. Mn t F ✓�` q,raJ r_ Le d. a A , Ara 1., a;rfv.ar A E a V+ �.1't a•n V r w. �"LQ r� :N n ; :t .:t J Iv�.n., l t �C � tp-+ . mil T � S:f.I l`l• eA ! i \O:l ^q �D fM�.t'INC t , 1( r. Il-�7 WnS S % lZ /JL ,. .e ' Hhnn q.11 .�.v/w. � .• N.S Q/{4 1N, l � ✓ltJ A is.. I'. lT I2 I .r.a I � .;1 . .l �' (ia v, re- lA r ) a Al r Technician Signature / /sau.t .:� el - Fie!d Supervisor Signature: Soil Tech, Inc. 4160sEnterprise Circle N., Teme#a, CA 92390 Phone ,Number ( 714) 676-2745 / Fax Plumber ( 714 ) 600_1757 Daily Field Engineering Comments Work Order No. 7o V ` `/ client: P � IPagc of project Name: Grading Contractor. Date:A' 1ia1 iTi C r o a.T+. Location. !. ii 73 Technician: 511 Hours: '15 Equipment used today: Scraoers - Dozers - Track mounted Blades - Dozers - Wheel mounted Water Trucks Other - Or 4 oj� IJAk `. vvl o: Vr'e 3 •1 c( �: J ,. l vl CA l,"-e rok: c, ice� ! . i,G•) 1 in.n-n !1V11'n if�f �� ...c �-^ '::S``.e/3 ��r,l r,• i o 0 o ; [\�ot.,r.orro-4 l A i Technician Signature: ' �, • .. a // Field Supervisor Signature: 7' / ' Soil Tech, Inc. 4'160&nterprise Circle N., Teme#,, CA g2;g0 Phone Number ( , - - ) 676-2745 / Fax Number ( 714 ) 6ao_ t757 Daily Field Engineering Comments Work Order No. �O Client: AXF-Cco/l Project Name: /ES/O _ / (Grading Contractor. N /- J (Data _/ �qv Day C� Location: ^ Gt/jl �(.••1,r7/,V�20 Technician: Hours:/ O ' Equipment used today: Scrapers - Dozers - Track mounted Blades - Dozers - Wheei mounted Water Trucks Other - MfT' k/ T iPo� Ke/ry 1^amfl,5FeToe D AJ ,-f ,C 70 111S C AA it/S - a77 r=C77D i /N 77fE GiJ L L GO GJ E D oc(/ A/ OtZg 41 ef'20T/ /a!) . <,•/ A�o c �F`l or c STaF�E IAJ T 4/ e- K F-007-IA.16S 9AJ 9L46 25 , j o,,J 0 srE 22�/s E oJEE,e F E 4vio 7 wEssJ!q0 P E Avo CCti JZ4 .v 9C1=eeE . �9 E ST IT 1 fh 22 ZA4 06� F f 7D E N1P74C <U G S SE D E a �c AIO dE L _ S a//LL I n/�" fc7- 77A� on/c ,v c✓/ c cK Y /« on/ 141 o ?51Z-cw� Qzd /91,`e0P-P71'7En/D/t770AJ $ o: Technician Signature: /A/D//V n 5 Field Supervisor Signature: 1 / Soil Tech, Inc. 476CWnterprise Circle N., Teme a, CA 92390 Phone Number ( r d) 676-2745 / Fax Plumber ( 714 ) 699_1757 Daily Field Engineering Comments Work order Na. ?�O Clien r•. O� ,QOx Page: Project Yamc: r IEJ�[O / Grading Contractor: :/LL /z I Date: •/7�O Da v�20� Location: /— , PV, 2eW8 Technician: N Hours: /O Equipment used today: Scrapers '/ . Dozers - Track mounted Blades - Dozers . Wheel mounted Water Trucks Other - TY ivJ L it7l. 6,IE Foo�i S w�E do o S v�v ids Fff G 2 T/sue ES �Y :✓o A/ d e fjQ ,v Z 7 ; ' 7Goa✓Tx� TaiC L� �/ G/EST D 09-1N 6 s olle a �-oF ET T�✓6 EGo dE1 _.,tVC1410 IAI A/ ftc,!' o tN. C3LO 4s o 6 S'. �Axtc c e w; co 7j . T 'B /raou'r tt/S offs - Technician Signature: Fie!d Supervisor Signature: r i� :In}:�y( �•iTl�{::.r/,.:LV'.v.4:S.''��J' 4•y±'' JX^„:. ............._n::..�n {ys��syt��_rpp.�.J v4.n..c..T.•. P GeotechNoal GeOIagY. ne inspection Material i Consultants Engineering � &Testing Testing March 13 , 1990 wescon Properties Attention: Mac McNulty 18102 'Sky Park S . , Suite A-1 Irvine, CA 92717 ( 714 ) 250-5960 Regarding: Addendum I - Geotechncal Testing / Precise Grading Report Parcel 2 of Parcel Map 20873 Project Number: T3425-C Gentlemen: In 'accordance with your request, we are submitting results of additional testing at ' the. referenced site. The previous Geotechnical :Investigation was prepared by Medall, Aragon, worswick & Associates , Inc . , dated December 20, 19.81 and the Report of Rough Grading was prepared by Aragon Geotechnical Consultants , Inc . , dated October 10, 1984 . The attached Compaction .Test Report Site Plan represents the location of the additional field density tests conducted on building pads . Laboratory and field testing results indicate relative densities greater than or equal to ninety ( 90 ) percent for the subject finish grade pads . Corporate Office: Lancaster Office: 41607 Enterprise Circle North fist Office Box 1497 Post C:fice Box 15o8 456 East Avenue K-d. Suite 48 Temecula. California 92390 Lancaster. California 93534 (71d) 676-27n5/FAX: (714)699.1757 ;E05)942-0991 I FAX: (805) 723-3685 wescon Properties Parcel 2 of PM 20873 March 13 , 1990 Page 2 Please direct any questions to this office . Respectfully submitted, SOIL TECH, INC . Prepared By: Reviewed By: Ken Van Kalsbeek John T. Reinhart,, RCE 23464 Production Manager Executive Vice President Expiration: 12-31-93 KVK:JTR/slm Dist . ( 4) Addressee Soil Tech, Inc wescon Properties Parcel ' 2 of PM 20873 March 13 , 1990 Page 3 EXHIBIT I SUMMARY OF MOISTURE DENSITY RELATIONSHIPS ASTM-D--1557-70 Test No Sample Description Max Density Opt Moist 1 . Brown clayey silty sand. (SM) 131 . 2 8 . 2 2 . Brown clayey silty sand. (SM) 133 . 0 7 . 5 Soil Tech, Inc. Wescon Properties Parcel 2 of PM 20873 March 13 , 1990 Page 4 EXHIBIT II SUMMARY OF FIELD DENSITY RELATIONSHIPS ASTM-D-1556-70 Depth Moist Dry Rel . Req. or Cont . Den. % Max . Soil % No. Test Location Elev. 8 PCF Como. Den. Type Comte 1 . Bldg D FG/30 . 00 8 . 1 125 . 3 94,. 2 133 . 0 2 90 2 . Bldg D FG/30 . 00 7 . 8 .123 . 0 92 . 5 133 . 0 2 90 3 . .Bldg C 26 ..50 8 . 3 -120.2 91 . 6 131 . 2 1 90 4 . Bldg C FG/28 . 00 7 . 7 123 . 6 92 . 9 133.. 0 2 90 5 . Bldg B 28 . 00 7 . 9 122 . 7 92 . 3 133 . 0 2 90 6 . Bldg E FG/34 . 00 8.. 0 122,. 6 92 . 2 133 . 0 2 90 7 . Bldg B FG/28 . 50 7 . 1 126. 6 95 . 2 133 : 0 2 9.0 8 . Driveway/Pad C FG 7 . 8 120 . 3 90 . 5 133 . 0 2 90 9 . Bldg C F.G/28 . 00 7 . 9 118'. 5 90. 3 13.1 . 2 1 90 Soil Tech, Inc. WESCON 'PROPERTIES TEL No . 2501374 4c 05,90 11 .00 P ,06 •PAUL CALVO 11 ASSOC. ^' SURVEYING, LAND PLANNING, ENGINEERING ce 19{� cATALINA AVCNU2 GICAL e@ACH. CA{„IPUHNIA 00740 (213 1 497-d39d i rc.e+�sro supvrrov 01 *-L Se March 1 , 1990 Riverside County Department of 3uild4ny and Safety 27403 Ynez Road #102 Temecula , CA 92390-2201 RE: P207. Plan 10909 Grading Permit No. 249764 43Z3o Busine:;c I'ark Drive, Temecula Gentlemen: sy this letter l certify that the rough grading has been completed in accordance with approved grading plan. The building pads are at the correot elevations and all lines and grades are correct . If you require additional. information please contact me. Sincerely, r, utx C_ubuc, us i bE C8¢nFjF'1:-) by `7+IE ,1NEE�2 aul Ca vv bF'-Vz� . Licensed Land surveyor L. S. 2468 I �6 r .. wysG PC: ch --- �c� d � % WESCON 'PROPERTIES TEL No . 2501374 Dec 05.90 10 :58 P .01 W ESCON PROPERTIES DATE: IJGL Allw To: Z0",fY /31erwo✓ FAX: FROM: W/�iPiecw {/AAfAl t r PAGES INCLUDING COVER SHEET If there are any problems receiving this transmission please contact: 7141250-5960 FAX number: Z50-1374 " PLEASE NOTIFY RECIPIENT 1M,NEDIATELY OF THIS TRANSMISSION! Thank you. COMMMS: ,S*g, , n/P &,Kz 5&f,ro /S Thy �/�i.✓itt— �iMrivv�ftY10/v �9IS2Wr AW Thw l9uia (�irv4 NirO s SRO av�ri6icA�7CIV F�M T/7� Sc.n vb�yayz of~AC Oil" TD Aft"? &MMB T/HrJF' 7WW 1 /Ted J poem& ►- ZWojr dPeWY 7;1'11 ►-d' &"O " .18102 Sky Vark Sou N Su4o A•1,irvine.CalAomia 92714 (714)250-SNO WESCON 'PROPERTIES TEL No . 2501374 jkc 05.90 10 :59 P .02 r A. soil.. ■ ECH I INC. G�Msu�o�T� caaovv Enp,�g "n TwInoen Matedal mIng March 13, 1990 Wescon Properties Attention: Mac McNulty 18102 Sky Park S. , suite A-1 Irvine, CA 92717 (714) 250-5960 Regarding: Addendum I - Geotechnical Testing / Precise Grading Report Parcel 2 of Parcel Map 20873 Project Number, T3425-C CenLl.emcnt In accordance with your request, we are submitting results of Additional testing at the referenced site. The previous Geetechnical Investigation was prepared by Medall, Aragon, worswick 6 Asauciates, Inc.. , dated December 20, 1981 and the .Report of Rough Grading ' was prepared by Aragon Geotechnical Consultants, . Inc. , dated October 10, 1984 . The attached Compaction Test Report Site Plan represents the location of the additional field density tests conducted on building pads. i,aboratory. and field Testing results indicate relative densities grenLer than or equal to ninety (90) percent for the subject finish grade pads. 091porv10 offlco: Loncufti OHLL : 4160; EM W V iW CGfd9 N nh ton UTice Iku 1497 Fuv OIIICu 011A 1308 450[os,Avenue X-4,$ulie #8 (cmuculu,CaWwniu 92390 Lorcwe,COu106910 9d374 p m)07c 27e3 1 PAR:(714)nw.1737 (0031 v92.Ow, 1 MX:(803)/23-]0q.5 WESCON 'PROPERTIES TEL No . 2501374 05,90 10 :59 P .03 Wescon propertied parcel 2 of PM 20873 March 13, 1990 - page 2 Please direct any questions to this office. Respectfully submitted, SOIL TECH, -INC. Prepared By: Reviewed By: U't Ken van Kalsbeek o n T. Reinhart, RCE 23464 Production Manager Executive Vice President Expiration: 12-31-93 KVK:J'ral s lm Uist . (4) Addreosae t i Sall Tech, Inc. i 1 WESCON 'PROPERTIES TEL No . 2501374 aLc 05.90 10 :59 P .04 Wescon Properties Parcel 2 of PM 20B73 March 13, 1990 Page 3 vzHrar2 r SUMMARY OIL MOISTURE DENSITY RELATIONSHIPS ASTM-D-1557-70 'Pest No. Sample Description Max Density Opt Moist 1. Brown clayey silty sand. (SM) 131.2 8.2 2 . Brown clayey eilty Band. (8M) 133.0 7 . 5 c :i :c :a SOLI Tech. Inc 6: WESCON'PROPERTIES TEL No . 2501374 Dec 05,90. 11 :00 P .05 woucon Propertied Parcel 2 of PM 20873 March 13, 1990 Page 4 I F.XHIBI I I SUMMARY OF FIELD DENSITY RELATIONSHIPS AST14-D-1556-70 Depth Moist .Dry Rel. Req. or Cont. Den,. 9 Max. Soil 8 No Te t Loca Elev. b P o 1. Bldg D FG/30.00 8. 1 125.3 901.2 133 .0 2 90 2 . Bldg D FGI30.00 7.8 123 .0 92.5 133.0 2 90 3. Bldg C 26 .50 8.3 120. 2 91.6 131 .2 1 90 4 . Bldg C FG/28. 00• 7 .7 123.6 92.9 133.0 2 90 5. Bldg S 28 .00 7.9 . 122. 7 92 . 3 133.0 2 90 6, Bldg E FG/34'.00 8 .0 122.6 92 .2 133 .0 2 90 7 . Bldg B FG/28.50 7 . 1 126. 6 95.2 133.0 2 90 8 . Driveway/Pad C FG 7 . 8 120. 3 90.5 133. 0 2 90 S . Bldg C FG/28 .00 7. 9 118-5 90. 3 131 .2 1 90 r sou Tech. In-- RECEIVED OCT 1 1991 TIF_-c :fffG:f££�fEFFSCf ' "fn� c .£.c£'ciiE71��:<E&£f£x'n:`F`?F#`.£?�%XfiYH1kYFfic�EYFEi<i�c'fhffffiFfFHf. £YFfff�f444EF&II'�.'FEfF£�ffffC:t.;F::f?�St`?•iiNf'dF'd;:f£i:<fEFFFff�dfR 43250 BUSINESS PARK DRIVE TEMECULA,CALIFORNIA 92590 714:676 7978 September 30, 1991 City of Temecula 43174 Business Park Drive Temecula, C.A. 92590 Attn: Jack L. Hodson, Senior Public Works Inspector Ref: Wespark, Par 1 2 of Parcel Map 20873 Dear Jack, Enclosed is a copy of a letter dated August 28, 1991 from Chuck Yerkey of Soil Tech, Inc. which discusses their suggested pavement cross sections for the above referenced project. I am submitting this information to you because it changes the pavement section indicated on the Approved Precise Grading Plan. We had asked Soil Tech to calculate the R-Value at the above referenced site and then design cross sections for both heavy truck traffic and automobile traffic. The heavy truck traffic cross section will be placed 24 foot wide along the full East-West length at both outermost driveways and in the North-South direction across the backside of Building "C." Please advise if you have any questions about this item. mFay yyrs, Wescon Properties cc: Field File ;;z� 3�So4 REQUEST F010SPECTION Dare House Number Street Locality Name of Owner or Contractor TRENCH FORMS ........................ ❑ ROUGH ELEC. WIRIN .......... ❑ UNDERSLAB PLUMBING ............ ❑ TEMP. POWER POLE .................. ❑ ELECTRICAL FIXTURES .............. ❑ ROUGH PLUMBING .................. ❑ MASONRY ................................. ❑ LATH ......................................... ❑ GAS .......................................... ❑ GRADING .................................. ❑ DRYWALL ...................4............ ❑ SEWAGE DISPOSAL .................. ❑ FRAME ...................................... ❑ REINFORCED STEEL .................. ❑ HOUSE SEWER .......................... ❑ SLAB ......................................... ❑ AIR CONDITIONING ................ ❑ HEATING ................................... ❑ BUILDING FINAL ...................... ❑ ELECTRICAL FINAL .................... ❑ PLUMBING FINAL .................... ❑ SWIMMING POOL .................... ❑ OCCUPANCY ............................ ❑ INSULATION .............................. ❑ MONDAY TUESDAY WEDNESDAY THURSDAY FRIDAY Material 50iLTECH, INC. C tans ' Cealag, En01 ee°ring In =ngn ' Testing August 28, 1991 Wescon Properties Mr. Pat Fay 18102 Skypark St. Irvine, CA 92714 (714) 676-7978 Regarding: Pavement Cross Section Design Parcel 2 of Parcel Map 20873 Project Number: T3864-RV Dear Mr. Fay: In accordance with your request, Soil Tech, Inc. is submitting the pavement cross section design for the driveway and parking areas of the above referenced project. Using a traffic Index of 5.0 and an R-Value of 38 the following pavement design of 0.23A.C. over 0.34' A.B. CLII is adequate for areas subject to automobile traffic. Using a traffic index of To and an R-Value of 48 the following pavement design of 0.25'A.C. over 0.58' A.B. CLII is adequate for areas subject to heavy truck traffic. All pavement areas proposed to receive portland cement concrete pavement are to have the native subbase soils scarified to a depth of twelve (12) inches, moisture treated and recompacted to ninety-five (95) percent relative density prior to the placement .of eight (8) inches of PCCP. Refer to Figure I for the approximate locations of R-value sampling and designated truck traffic areas, car traffic areas and PCCP areas. R-Value and supportive laboratory testing, as well as structural cross section design calculations verity the proposed structural cross section design conforms to the preliminary pavement cross section recommendations set.forth in the Geotechnical Report On Rough Grading, prepared by Aragon Geotechnical Consultants, Inc., dated October 10, 1984, Project No. 2003D. corporate Office: .Lancaster Office: 41607 Enterprise Circle North 647 West Avenue 04 Post Office Box 1568 Suite A' Temecula.California 92390 Lancaster,California 93534 (714)676-2745/FAX: (714)699-1757 (805)942-MI /FAX: (80.5) 723-3685 Wescon Properties • • Parcel 2 of PM 20873 Structural Cross Section Design Recommendations August 28, 1991 Page 2 The subject roadway cross section must be underlaid by a minimum of 12 inches of compacted native sub-base material. The minimum relative compaction required for sub-base soils is ninety (90) percent. The minimum relative compaction required for the base material is ninety five (95) percent. Thank you for the opportunity to provide this report Please direct any questions to this office. Respectfully Submitted, SOIL TECH, INC. Prepared By: Reviewed -FSS;p- \ Chuck Yerkey JohrrR Reinhart,.. 234641 Grading Division Manager Pr8jectlEn"Ggr,_;;-9.3 j Ez"rStiort 12-31-93 CY:JTR/ng \\jpF L. Dist. (4) Addressee Soil Tech, Inc City of Temecula 43174 Business Park Drive Temecula. California 92590 1989 Ronald J. Parks Mayor Patricia H. Birdsall Mayor Pro Tem August 13, 1991 Karel F.Undemans Councilmember Peg Moore Councilmember Wescon Properties J.Sal Munoz 18102 Sky Parks, Ste. A-1 Councilmember Irvine, CA 92717 David F.Dixon City Manager Re: 20873 17141 694-1989 FAX (714) 694-1999 To Whom It May Concern: After reviewing most projects within the City of Temecula, the damage from the March rains is very apparent. With the National Weather Service predicting a very wet winter ahead, the Public Works Dept. has determined the need for renewed flood and erosion control on all projects within the City. It would be advisable for all developments to review the erosion control plans for your projects and identify problem areas for improvement. The devices in your plans will need to be in place no later than October 15, 1991, regardless whether your job is active or not. Please feel free to contact Mike or Jack if you have any questions. Sincerely, Jack L. Hodson Senior Public Works Inspector /cch City of Temecula 43174 Business Park Drive Temecula, California 92590 1989 Ronald J. Parks August 13, 1991 Mayor Patricia H.Birdsall Mayor Pro Tem Wescon Properties Karel F.Undemans 18102 Sky Parks, Ste. A-1 Councilmember Irvine, CA 92717 Peg Moore Re: 20873 Councilmember J.Sal Munoz To Whom It May Concern: Councilmember David F.Dixon The City of Temecula Public Works Department recently reviewed our City Manager construction files for public works inspection. (7141 694-1989 FAX 1714)694-1999 It has become ap parent that many projects which are now under construction do not have the proper permits for the construction which is now underway. The City is now requiring all developers and/or contractors to submit to the City of Temecula Public Works Department, a list of all work which is permitted, and to apply for a permit for all work which is under construction, but which is not presently permitted no later than August 30, 1991, and to obtain a permit no later than September 30, 1991 . Should you not complete the above-mentioned conditions within the time period allotted, your project may be subject to a "Stop Notice" being issued. If you are presently working under a County of Riverside Permit, these projects will also need to be included in your list, and a time extension will need to be requested from the City of Temecula no later than August 30, 1991 . Thank you for your attention to this difficult task. Should you have any questions, please contact me or Mike Wolff at (714) 694-6411 . Sincerely, Jack L. Hodson Senior Public Works Inspector /cch CO OF TEMECULA - STOP WOR&DER DATE: DECEMBER, SIN 1 0 TIME: og45 Hey . LOCATION: ?ABGEL MAC 26573 fA2GEL�Z 'BurX-, PADS:" A, B,C,D = E . REASON FOR ORDER: 140 F,PADi NCzYh 1 t AND 02 Fl C`@ IrvE?.t� m IT ALL ClJNSTa(JCTjokj NA5 TO BE APPIzDVED BY -rHE CITY OF TemtmuLA . CONTRACTOR WE:STEALL (1446T- SUPERINTENDENT GA2.Y Fvu.Ee . INSPECTOR but 3-0 — / RECEIVED BY ✓ REFUSED TO SIGN FOR CORRECTIVE ACTION CALL: ENGINEERING DEPARTMENT PHONE#694-IM 4p94 I DAN GEIMER F f y OF TEMECULA - STOP WOR&DER DATE: 5T2 iC TIME: N25 LOCATION: i A7zGEl_ Y^YIAP 2-0873 f A ZCEL $, T),DS'r A, B,G,D = E . REASON FOR ORDER: } 10 CEADI NCB tt-i�m IT ^NJD 02 EnL",l�HrvEf.IT #�izm 17 ALL 6OtN5T42VCT;oKJ WAS TO 5E APPIOVEL) BY TWE GTY OF TEMEr-Ul,#, . CONTRACTOR WESTFALL. ( QKJ= SUPERINTENDENT 'AQY FVLLEE INSPECTOROtiw— RECEIVED BY REFUSED TO SIGN FOR CORRECTIVE ACTION CALL: ENGINEERING DEPARTMENT PHONE#694-1989 DAN GEIMER CIAFTEMECULA - SloPW9RK`�ER ))TICE TO PWm-EED DATE:DErZrl SV-. -Ep TTLIME: 1340 �Ies.- OCATION- - eAPI';rl ►•"IAP 208 23 PAPCEL tZ &.Dr- RoD5 A, B,G, E . ALL Wb24 Peej:De'+'ED ON TFIE AW"F- 10-3 1 NED PROJEC�r REASON FOR ORDER: W I L - 'BE THE TOTAL, l aIL IT-; Ofr w N PWPEeriE5 . CITY OFT�uL^ • �,.rl�.i.. eJ5*L)',eZ Peioe TO 155U^NCE of BUuAi� T Ftfm'� S I \WarIF`r 5 Q.oiLS Ei.61NEE OF EY $ SO .ISTINILS fo�JDrriONS OF BUiLDiN[ PADS SUCN A5 J�/EEgETATlO1J /WD STANDINTe Ee.j WAT AWO WWAT AeE 7140e. R Q$L'7M�''1FjJOf=,7-IOI�_ 2�(I SAD IPIGATIO�IS B C.•E • 3t,ONTRACTORWt�S�AuW�ONPF�nES SUPERINTENDENT f�U -E2 INSPECTOR YT��`til � / RECEIVED BY REFUSED TO SIGN FOR CORRECTIVE ACTION CALL: ENGINEERING DEPARTMENT PHONE#694-TgN 44-1 1 DAN GEIMER A OF TEMECULA - STOP WORR DATE:DCCrrnrrL TIME: LOCATION: 208-73 PAFCFf_"2 BL nc Ii-�I�s A. B,G, ALL VbL&- PEZFJPr✓1E> ON -n E FnDv[ mE"T wAEL) PPOJEC7r REASON FOR ORDER: WILL EE THE TOTAL QSPJIJSif31L.iT� OF WIF-40^1 PP-l f-'TiE� . WILL P_F_?t." -C 1- �3V TU ISSVAP rX OF ESU1LD1kir, Ft7pm ITS I lU0'r�F`LI.S)�L EN61"FFn OF ExIS6KG 5011,5 CJ�Jnrr��.jr f� OF 5uILn kk. , P^CYS. Skr_-P A5 JYE6�TA-101J A+J � STA.IDItiC-, 1-IATE-Z ANI� WUA- AGC THE' � C?ELtJMrv1F ��)Hrl'J�.l�. Pvo ^y-fT,f-;cA� �Ns 3 [ lz•G E . 4 � ,:°._ SJ•LS 1 .�rr.PH^Ti� -1 L��P.JPI- CONTRACTOR - �FL� ��^�'T 1J c'JN ptzD,=Ev-*'IE - SUPERINTENDENT Fi L-F INSPECTOR RECEIVED BY REFUSED TO SIGN FOR CORRECTIVE ACTION CALL: ENGINEERING DEPARTMENT PHONE#694-1989 DAN GEIMER C& OF TEMECULA STOP WOR&DER DATE: TIME: LOCATION: --9 ALL Vh '4- `c- Ap jr rIF, T Jr REASON FOR ORDER: WILL. l5t7 j f—i r ')r FSt it PO i-t—, c11 ITS L)r OF vi 7 /A CONTRACTOR kt� , f- 'r)c SUPERINTENDENT INSPECTOR RECEIVED BY REFUSED TO SIGN FOR CORRECTIVE ACTION CALL: ENGINEERING DEPARTMENT PHONE#694-1989 DAN GEIMER