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Home My WebLink About0850-72_Highland Haven Development Sewer Project - RDA_8.6Converse Consultants ‹../ Inland Empire Client 630 East Brier Drive, Suite 100 San Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-4830 Project Name _ -C c>`\.\-N FIELD DENSITY TESTS: PAGE t OF Report No. (V Date ' 1 - z - `a2 Project No ei 7_- I - A. '-ot Test No. Location Appr. Test Elev. Appr. Fill Depth Dry Dens. % Moist. Soil Type 0/0 Comp. Remarks (z) .N- I A,tl\G' v AVQ, 40, A k7.v q .5. 5.2. 1 ?(010 xIc_.- .. <<,,t , -4ro ,_,,•15„ -7 " _1434 7k " 'i 1 t' 0 142�1 (BD 1.3 I 1, n E'/x.Li t o .4 ,: ; t>t .4:,,.� • .v.yy p 7 MAXIMUM DENSITY - OPTIMUM MOISTURE TESTS Soil Type Soil Description Max. Dry Dens. pt. Moist. 1 -A Sc, ,,,(W1Q.D(L. t‘lD.D Ip. a Soil Type Soil Description Max. Dry Dens. Opt. oist. ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK Converse Consultants 1W Inland Empire Client -� Project Name •i w I( oY1 k GAN 10391 Corporate Drive Redlands, California 92374 (714) 796-0544 • Fax (714) 796-7675 PAGE 1 OF Report No. % Z) 1N1 +.yrk ? ILA', Date ►a-zr-4z FIELD DENSITY TESTS: Project No. q7 -ral 5g L' Test No. Location Test Elev. Appr.ill Depth Dry Dens. 0/0Soil Moist. Type 0/0Remarks Comp. tole L 0- 1.101tio,. kv S'�.3go lit /1%37 3. a (r,L I T,, x',�_L,.,i Tv -T..;- p,,..5,e, t,I n ,1 SI..}}26 1143�1 e6:.s 7,5- 1 ra;I L^^ q ® 51-4 S+lo Lot 0'1 111 LIZ,s 7. a c1 ,b I 37 1,,,, /2xL - i,. Q;;;,f,-v -t,-) -= o . lb JO ' «5La. it fo 1,a1 j(4 Milt 7.n 126,5 6, 1 1 93 71 `' `ISic, , `1 }ap f'-/'i 7.a 1 I 33`n ' ; '(c1= 7LC. ,'. '1st -A. 1Fz° Col.izl Mei/ 7,d 9,d I , in reoc-,..1 'To •s)L-r4.,>>,'6 MAXIMUM DENSITY - OPTIMUM MOISTURE TESTS Soil Type Soil Description Max. Dry Dens. Opt. Moist. 1 S,�� r,5-) 1 1°c0,14. 1i;U.o v.I) Soil Typet. Soil Description Max. Dry Dens. Op Moist. ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK Converse Consultants ‹V Inland Empire Client \c� Project Name -NCO- 10391 Corporate Drive Redlands, California 92374 (714) 796-0544 • Fax (714) 796-7675 PAGE I OF Report No t �PLkyvyt.,CA Date / a-. 12- FIELD DENSITY TESTS: Project No qx- v' 4+'S'-e+ Test No. Location Appr. Test Elev. Appr. Fill Depth Dry Dens. % Moist. Soil Type 0/0 Comp. Remarks (/) avtt Awl ` t,. \\o50 16,3t5 7, 5 7.8 t 'io, Ralt,i i o-(r4- 640, „ " Sa-4 , 0 A Do 16A,5 6.0 7, 0 t -rh EzcCJ, LI'Co Tr4 ,r i + MAXIMUM DENSITY - OPTIMUM MOISTURE TESTS Soil Type Soil Description Max.. Dry Dens. p t. Moist. `� �1��I So .1 \rJ,(�pCk- ViIG,v I<<0 Soil Type Soil Description Max. Dry Dens. Opt. Moist. ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK • Converse Consultants ‹V Inland Empire Client J O Project Name cro4cRt1/40.c 630 East Brier Drive,Suite 100 San Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-4830 PAGE Report No <-(eOc GC Date/G", -/2 °4-s2. aver SicxyciNK P\ Project No 7a-� ) -95?-Q t FIELD DENSITY TESTS: Test No. Location Appr. Test' Elev., Appr. FiII Depth Dry Dens. %.A Moist Soil Type % Comp. 78 79 I.65 eAge Sp -I "tifs (p fib. jh //1&5 lobs to" /30,7 l32•Le ) I ftp 95" Remarks 9S1ketNik �. £.a: a l; orrv-e"ick 22?ogal La(fCISZ . gi Az g3 titl� 4 j-u° �05 C29naS AIR, 1 �k S 1.140 J SD I (A A,,tt- tS )11 )1156.� it 13z,3 rzSW J30.1 4 3.3 1.i 7.1 47 9z.. 97 �a� S g,r, (2k4 W 4,1124 90 • e ei Gxreci;rr J MAXIMUM DENSITY - OPTIMUM MOISTURE TESTS Soil Type Soil Description Max. Dry - Dens. Ot. p Moist. I .Sif4i 54,iff iv/toe L 13(0, o Cv , o Soi1 01 Type Soil Description Max. Dry Dens. Opt. Moist. ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK Converse Consultants Inland Empire Client ' dbXP 630 East Brier Drive, Suite 100 San Bernardino, California 02408 (714) 889-8004 • Fax (714) 889-4830 PAG E Report No Project Name' Date 'T2 iZ. 7o 10z-1Z Project No 12- 8 i , 45F-e 1 FIELD DENSITY TESTS: Test No. Location Appr. Test Elev. Appr. Fill Depth Dry Dens. 0/0 Moist. Soil Type Comp. Remarks Lin A'- LAX. -tP (fitvila (t S . 2 141 D tt L;M 6•Lobr3-1. .�aLAW 1HJL S�r4 D k-j D 145(0 2.D 5.5 102 po 4/ 7v L'Ge,L - % b ra.ks,-r O Jnm (4,144 • MAXIMUM DENSITY - OPTIMUM MOISTURE TESTS Soil Soil Description Max. Dry- Dens. pt. Moist. / s/4jsa4?1 wleeti /i . o G, Soil Type' Soil Description Max. Dry Dens. Opt. Moist. ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE •PINK �I� �1�.•9L Converse Consultants Inland Empire Client RCN Project Name (ki,V\W i9f-ea dAiiti• >xb' 41,Lc.sec•N 1:31 (41'n FIELD DENSITY TESTS: 630 East Brier Drive, Suite 100 San Bernardino, California 92408 (714) 889-8004 •. Fax (714) 889-4830 PAGE OF Report No. ; Date 9-zi. sz 'r0 9' z 5 - fZ' Project No. 9z- i hSg�al Test No. Ik Location ii Ser. 91a, Appr. Test Elev. ..56 P/do Appr. Fill Depth Z.s 1, Dry Dens. oho Moist. Is.' S, y Soil Type % Comp. Remarks 1290 het • i'o eottii'o DLIo1;i ✓ ip/ Hsi' 3fa % QALL�o &I/ to v/J+r/ oft h,,51- MAXIMUM DENSITY OPTIMUM MOISTURE TESTS 'Soil Type Max. Dry Dens. Opt. Moist. Soil Type Soil Description Max. Dry Dens. Opt. Moist. ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK Converse Consultants `✓� Inland Empire Client .\)C Project Name ' CO (57\. Test No. 7 5 Location �1 sin ikon r Lute. At 54 2040 Lint 6 I kocl. "6k$D Appr. Test Elev. pk51 1156 ►4'IS�S FIELD DENSITY TESTS: Appr. Fill Depth 7.D 1.0 2.4 z.� Dry Dens. /Z7 g 0/0 Moist. .D �,I 1,1 Soil Type Comp. 630 East Brier Drive, §uit 100 San Bernardino, Californfia 02408 (714) 889-8004 Fax (714) 889-4830, PAGE 1 OF Report No. Date 1 'L�>JZ Project No C1Z-P y0"/ Remarks 31,9, abtk -fp kvcL,i . 7o i7ST 433is Rix& 10 6[ArI76 '300c6ct.'- "o62a1/r/Tv 7;;7 2190 t2ock i MAXIMUM DENSITY - OPTIMUM MOISTURE TESTS Soil Type Soil Description Max. Dry Dens. p t. Moist. Soil Type Soil Description Max. Dry . Dens. p t. Moist. ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK (14'1z. Converse Consultants '‹V Inland Empire Client/0/ 630 East Brier Drive, Suite 100 San Bernardino, California 92408 (714) 889.8004 • Fax (714) 889-4830 PAGE t OF Report No Proje‘tName�Ft7/ �hfl4( ie GL-i Date 9-f-lz_ 10 ' z- Project No 42 "ki-4s'f•°( FIELD DENSITY TESTS: Test No. Location Appr. Test Elev. Appr. Fill Depth Dry Dens. 0/0Soil Moist. Type Comp. 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Dry Dens. Opt. Moist. ENGINEERING FILE • WHITE CLIENT • YELLOW:; FIELD FILE • PINK r�;., Converse Consultants <1 Inland Empire Client Project Name 630 East Brier Drive, Suite 100 San. Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-4830 FIELD DENSITY TESTS: PAGE ` OF Report No DatecH-Ct Project No. c\z -‹e''`�S�` Test No. Appr. Test Elev. Appr. Fill Depth Dry Dens. 0/0 Moist. Soil Type Comp. tk 's\wrok m¢ 5'Ch • li k0 a . 5—►k ll kz0 1'\5; 11152k a.s ,Se b 331D 2od-- T o 4a.li+ 3b% nttk. - is any 70 1YsC Pa558 s-cc< 13 cry 42 % L lout. ce.s--- 9054, MAXIMUM DENSITY - OPTIMUM MOISTURE TESTS Soil Type Soil Description Max. 'Dry Dens. p t. Moist. IS& \\ \ ,\\SGr(w\VA L �\ 110,0 (,1) Soil _Type Soil Description Max. Dry Dens. Opt. Moist. ENGINEERING FILE • WHITE r"CLIENT *YELLOW FIELD FILE • PINK t t•In`i;7 •' i na°:fpjyMlr �y. • Converse Consultants Inland Empire Client 0 Project Name O`Co -can � Qt cvmc,\ _ (.�R wt Date 8"3\-A2'T D 630 East Brier Drive, Suite 100 San Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-4830 PAGE 1 OF '` FIELD DENSITY TESTS: Report No. ` Project No. G3e"'01. Test No. 3� Location .._P\'�41 wit. 3226 Lefr Zz +91 Appr. Test Elev. )05.s Appr. Fill Depth „ i- Dry Dens. \3�.1 0/0 Moist. 5g Soil Type •o/p, Comp. 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Moist. Soil Type Comp. 630 East Brier Drive,Suite'100 San Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-483d • PAGE I OF Report No DatecE-31-5Z 'To ci -4 4z Project No GI Te•O1 Remarks S0A0 L-on. g rA , ,OLode 35-7 1 tokoZ Z•5 5. cs ti „o„,..- ,_LAr‘leorm r�oi�lufe( 1 v 120(.11 To TcST- (Ze * '-D - No ve As be 1ezi- 20,4.5 I MAXIMUM DENSITY - OPTIMUM MOISTURE TESTS Soil Type Soil Description Max. Dry Dens. p `• O t, Moist. I S//4/Sancj /ted •/?,o (v; Soil Type Soil Description Max Dry Dens. . . p _ M ist. ENGINEERING FILE •WHITE CLIENT • YELLOW FIELD FILE • PINK g41-tiz Client t{,r2 + d 5. F T,on. tl4. ♦� Converse Consultants Inland Empire 630 East Brier Drive, Suite 100 San Bernardino, California,92408 (714) 889-8004 • Fax (714) 88914830 Project Name kD- FIELD DENSITY TESTS: PAGE Z Report No Date\-9z +ro •9-4•-1Z. Project No 9Z-8(-ACW-vi OF Test No. ' 53 54 4'016a.kk PcV� . 5115‘ 24 a-5.6 ,, 5%. 7L)0b 5iyk• 1 `1 3r-50 Appr. Test Elev. /4945 /4g3 Appr. Fill Depth �I. 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Z 0-A6-55 Dkla6 N»c,.4 2 I LW , D to, • 6-- ENGINEERING FILE • WHITE Soil Type Soil Description Max. Dry. Dens. Opt. Moist. CLIENT • YELLOW FIELD FILE • PINK E*;,rry• ";;¢ v.- �y.%5 p-dt:5. r� r�rd" Converse Consultants ‹✓, Inland Empire Client .,c—T7 Project Name —CD S P,ui C !_ areYc Lo kuG.;15 FIELD DENSITY TESTS: 630 East Brier Drive, Suite 100 San Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-4830 PAGE 1 OF Report No 53 Date g-11l-gz ro g•.a�-9L Project No 6/2- `isr-°I Test No. 53 U sit SS Location AVWX.0- ,R L01-574 Spa, zz-tot vc /yb ' lq hby 3�I 1Yk39 13b I71t3 Appr. Test Elev. I►igt3 IyV3 Iklo-s IA 61 Appr. Fill Depth Z.5- Z.4 7.4 Dry Dens. 0/0 Moist. .t .g Soil Type Comp. Remarks Cie( 3A7, i 5 To 2ot_lu' To TE 300 a,x k `'(o ao[:kt. 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ENGINEERING FILE • WHITE Z (�►� Converse Consultants ‹V Inland Empire Client -4C- c Lc a-^ 6-- Project Name JC b I C L.a44a-\ FIELD DENSITY TESTS: 630 East Brier Drive, Suite 100 San Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-4830 PAGE 1 OF ) Report No. ( 1 ^,,) Date ?- 11 Z %G -Zr-97 Project No 9Z-8/=uSir-ol Test No. 2 1l Location 61) C 2L ANY 'f , Z$40 ibo Appr. Test Elev. Appr. Fill Depth ;II Dry Dens. az.5. 0/0 Moist. 0 7.' Soil Type 0/0 Comp. �7 Remarks •% {red 3c9: o g-1($9, k aJQ 2Z So gZ n ihtso I t4`I33 5uyate SuvGa � 4 L( \ /.: 2.4, 1Zg. q' ck b S 119.(v�1bkA Ut l� S3 j4S 1 vas. 1715-1 Igo d 244.\b'I . I1 F Cj N:GG� lags .s S. rGoie it441. �wrFc,r-4. Izu-. 17.91 132,3 (�.I 8.z 45 411 of(L4 kit 27(A{ �112 5 vxr r...4_. than co" 131.3 e3 jai: 4 jo(7 ,S-10. Lok Z3•I.LV1 ZL'1 sve- VI.16L Z35 L&- I1o131 2A0 rGu-Xc I�Igz 5 1,,'Q- ►493.3 Sa<�- 1141(0. 135.z. 11A. 131 1i c11 �.G 2.. qg 12 13e N 13k81� ..2 C SI Oak Lam' to1-50a 2Sd I1{io 131.3 t33'3 94) MAXIMUM DENSITY -OPTIMUM MOISTURE TESTS SoilMax. Type Soil Description Dry Dens. Opt. oist. I�. sM1J wIrzedu 15‘,t) 110. 0 (I.D (9 , < Z. `aSS 4 Ww1 6m t. -bra( Soil Type Soil Description Max. Dry Dens. Opt. Moist. ENGINEERING FILE • WHITE CLIENT • YELLOW ' FIELD FILE • PINK 9,:ar qa • LArl Converse Consultants ‹V Inland Empire Client Project Name aF D I Cain..r,e, . 630 East Brier Drive, Suite 100 San Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-4830 se„iesc 16NA6Ns LA,SAxa\5 FIELD DENSITY TESTS: PAGE OF Report No Date g-17-5.4 Project No Test No. Location Appr. Test Elev. Appr. Fill Depth Dry Dens. 0/o Moist.. 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CLIENT • YELLOW 8-0-12 Converse Consultants. `✓� Inland Empire Client —IC-0 art\mT-6-- Project Name 6.- } sa nx 1c.!ow....ks FIELD DENSITY TESTS: 630 East Brier Drive, Suite 100 San Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-4830 PAGE Report No. Date Sl- i o - 4-6 4 - i Project No. gz-9+-4Sa- 0i Test No. Location Appr. Test Elev. Appr. Fill Depth Dry Dens. 0/0 Moist. Soil Type 0/0 Comp. Remarks 35 -1 Qe / 7g 1[ zz7 c. ► �%a 3 (0 c &KipweP-DG zz:5' L 414 . 37 Qmoilet IVkil Lod 151 ttk83 z,o o Z. 121.0 •Q 1�,4 7, g ec L- 7 0 t2.66I1_2t 37%Qr?ock Tr3e.x..lc. ►hTr 19 9, e041_ c1.")re.( sir:` t; 61,1 Ave 5 ,24k2 2.12 1t1Rq 3`l 'id1eat( VF. 5k.2P k( (,D 13,6% 1j 1Lk'3 40 4k44tA 4,14 kb1 t; 2[gb11113 41 44u(Ak 1.ok- ZAP L. A4,4. Z.0 7.0 Z.0 c .Q 11,4 1 `Co ecGltLi'1-0 • 1, rz L. Tc> T'`V c- 37 ?0 rr,a-le.. - 1-cv tz«.lcipro -rc r' MAXIMUM DENSITY - OPTIMUM MOISTURE TESTS Soil Type Soil Description Max. Dry Dens, Opt' Moist.", { k St\�Sc„ w+ � ITL.o I,,Dj, Soil • Type Max. Dry Dens. opt. Moist. • ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK 8-5. 2 Converse Consultants Inland Empire r Client 'N't\spc Project Name P \ Test No. Location Appr. Test Elev. ,_- Ciinrjtii Y�.`)¢�+1ai>7'1 ,.+t�•�i.t,T'�i;`I FIELD DENSITY TESTS: Appr. Fill Depth Dry Dens. 0/0 Moist. Soil Type ok Comp. 630 East Brier Drive, Suite 100 San Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-4830 PAGE OF 1 Report No. 6- Date$•3-gt. -ra Project No. q}2- J- 45e-b/ Remarks 3t 3Z` CM.ode 414 i.'i 4i; " Lq�2sL5A ( It xLA— lotk 1L4b 141(a2- tg63 a �.v Z - 6 Q D Iz.c. "To tac,U((' 'Tn Tesr 32 90 �oc.k io 1Zoc 3�. Le:6 (-Evers Ave Lc,,040/4 75 ,'rake& fop 2.11 :D 2.0 9,3 °I3 t(• 9� 12-oc:L comae ioh - t ,551 \' i( r To p c Jz1 i o -oft } ;,rpYS xxi �: Ke Cr MAXIMUMDENSITY OPTIMUM MOISTURE TESTS Soil Type Soil Description Max. Dry Dens. Opt. Moist. 13(0.0 L.b Soil Type Soil Description Max. Dry Dens. Opt. Moist. ENGINEERING FILE • WHITE • CLIENT • YELLOW FIELD FILE • PINK 7-�-9z Converse Consultants <IV Inland Empire Client -SC Project Name WD / V'bY� Q,it' 46,1- FIELD DENSITY TESTS: 630 East Brier Drive, Suite 100 San Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-4830 PAGE ) OF Report No Date 7- Z 7 -97 % 7- ro -'J2 Project No. 9Z-el -456-o/ Test No. Location Appr. Test Elev. Appr. Fill Depth Dry Dens. 0/0 Moist. Soil. Type Comp. ADS Coos Ave s.laku iz456 11163 I�so S, 4.6 5.4 3.a A5-75 Rock -To 2oc:k1(1-0- -To QoC,L 1 as c.s , is 5(4,114'65' 4,5 la�>, S2 ID 1aoLL--ro R 144 Td MAXIMUM DENSITY OPTIMUM MOISTURE TESTS TypeSoil Soil Description Max. Dry Dens. t. Moist. Soil Type Soil Description Max. Dry Dens. Opt. Moist. ENGINEERING FILE WHITE CLIENT • YELLOW FIELD FILE • PINK 7zz . i J;"r r.ar+) w� �$ i•ir .ry, P+•x ^T.T..: Converse Consultants Inland Empire Clients , Project Name 630 East Brier Drive,iSuite 100 San Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-4830 FIELD DENSITY TESTS: PAGE '/ OF Report/N� Date 7-zo-' z. 4-0 '. 7.- _1 Project No*2-.1/- 1* n) Test No. Location Appr. Test Elev. Appr. Fill Depth Dry Dens. 0/0 Moist. Soil Type 0/0 Comp. Remarks Z1. -iokwf Ave 5-kz34 a 14A-) "To Q. cx-L -%n -1-& z\ 22- ;!hatT Al\W.sk,tksD 1-425?_.81' Mfg Z5-V D lael 10,4 Tv (?.et IG A--0 -Q-f;) -ra aak1--- z3 Olefinio j4.v1Zs ziP m �_ I P (�N.o� A1� 5-ti.. 1;1-V 1�1l�1,s '.5 7• , 38 �-� � � �o -resd 9n r�N,k- 4;4 % JL 1 1 s' 1 -(0 , /'7 `re.4' I493 3.a: zls " 121 7.Z 7.1 1 92 Soil Type Soil Description MAXIMUM DENSITY Max. Dry. Dens. 13G•o to. ENGINEERING FILE • WHITE OPTIMUM MOISTURE TESTS Soil Type Soil Description Max. Dry Dens. Opt. Moist. CLIENT • YELLOW FIELD FILE • PINK '�°`7a„��3'�•1ry,��'F'�Gu��dy,v+'If2"r ,�4f.°a,u'�at9;iwi'��'"�� Test No. )D /I /7. / /7 Converse Consultants Inland Empire Location 7 eyWfS j4c,t- .,, eLAue 5 ,, 1 W3 'zokt‘ �bP�zf A t1E3::.5 ftc.. /g4t37 �p A Alt S-(a • 2.4 10( T 51, /D/7f Appr. Test Elev. I'1Ia0 1y93�- Wet FIELD DENSITY TESTS: Appr:``'` Fill Depth 7,0 3, 0 Z • b Fo. �.9 �.a L'ry Dens. / f. i 0/0 Moist. 5.f q (r IO,b 2.7 Soil Type i ( Comp. 9a � u •f.rNv 630 East Brier, Drive, Suite 100 San Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-4830 Report No Weep. cF Date 7- /33 To •' /7-�z'; • Project No. gZ-g/- ,Ode/ sa 're' 3ti 7 51 /A Ec L -Menc C.l( I-t) 464 3796 nark -'[o IeL ((ies( 377 - l�oacr T o'r Qcy (L ( 70' T -To Roc-L. 1p .. e5T ' I tc pVe I' lPO t'IG7 2.a 41,D g•9 9.5 SX90 a L E' cl/TD•reSi 12, ec>aV:(o el"eST.: MAXIMUM DENSITY - OPTIMUM MOISTURE TESTS Soil Type Soil Description Max. Dry. Dens. P Moist. di( Soil Type Soil Description Max. Dry. Dens. Opt. Moist. ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK r . .' rid ' .:'� h N '.. a ..,'CIA• In./I 1. ll �, i� ;7, Converse Consultants Inland Empire 630 East Brier Drive, Suite 100 San Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-4830 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE OF JOB NO. z-VI-ys� fl, CLIENT �_ �p f-�M,e, DAY -Th,�r5-, DATE �,�,s12— PROJECT E GINEER �A ,,t LOCATION CITY LOS (e rO , -A10'4,L P, A -,re . �-+1 1 FATHER f C l j' GENERAL LOCATION OF FILL CO PURPOS OF FILL OR NATUi{RE OF STRUCTUREnTO BE SUPPORTED ^ -(� ce S�0 R./W, �?G 7 l MAX DENSITY STANDARD LAYER GENERAL R CSC GRADING WORK CONTRACTOR TODAY'S APPROX.LJ(SEFILE)YARDAGE GEN. CONTRACTOR'S SUPT. GRADING CONTRACTOR'S SUPT. OR FOREMAN YARDAGE MOVED TO DATE SOURCE AND CLASSIFICATION OF FILL MATERIAL ( 3c.,,.11 U0 A7 C�J»-� LA cD� l4 S TECHNICIAN r TIME CHARGED / AP Scj 1`'_l / / VISITORS c {2.. Z �r--t S (T-N-K (Z.1. s,�.b -s�Ae_. / EQUIFJMENT USEDFOR HAULING„FILLING, COMPACTION, WATERING, ETC. CG.� OA0\-0 y-e4A c,2 J %fl 49r... S^aM0041 o.W,. (2.0 4('..(2. ccAA-- 5 s0 b b-e_A_ loc.102 f / / FAILING TESTS, LIFT THICKNESS, OTHER REMARKS SPECIFI LOCATION O 1 WORK PERFORMED ,, 1 to ice' P 5 - SLO w, 1l, c; S(--S ) J K.04. '1s'" RCP S. 4c-. (Do, Am.tit 11 «,,,/ UT12'' , L05' CCseAos / -i p-o Gc4R cu, - S , lie n->. C lam.. I c ,\ s .�-� .� �,1 (` n ( 'P ssti U C-0-, (; 0-6. s --M e S at-, s.o c..cX. i.)1r c� c."--•'( Ft 1 � r O i 1 tArt y So k, S t.3 ,L JN'ao ek ., C o , Pam- 4e..s A (GGENERAL DESC`RIPT`ION OF WORK PERFORMED AlC)-w �i�.. \,4-la..., /# + D J o1 Los (-e.g.-co s .,�.-e per .0 ,:.�.1 c c r rw -(' �-o 'fsvwtr �,. ' . Cl-e CD k i\i.,D\a �.••. 2 A- "-/ C 4 A-i vv,e-g-+z. Sa- . \ A 4,4 1;z . S C 1 LI Ck-svrM 1 cs4 k c_V ,k 4 cam. c_so , s ) SA` r s4,, WS Cv3.- 4.1 coc-Aevctt Li -kf ,, '=q 4 c req__5 I eiNf4-, S (-z2Z$ s,-.A�, CC t,`1 0 '"'" 1 q y 1— AREAS OF ADDITIONAL CONCERN ADDITIONAL TESTS REQUIRED? � NO ❑ YES ❑ WHERE? REMARKS: ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK j3., Y.e,� kY; 'd ..r ,f k ,.!.i�>+. ♦e ,;i: �:itsi +':'F .c �' :��\ ,, mo-..^w . �'{z c'6 Converse Consultants ‹V Inland Empire 630 East Brier Drive, Suite 100 San Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-4830 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE OF JOB NO. 1 SC-o c CLIENT 'TT- 3) / �e-n�--�► DAY �.�5 Qa DATE c r g a L N LOCATION CITY LO AT , W Los Cairo 5 / M 44/0-1am ' oA,-�, WEATHER t's_AC2,2,2 PROD CT NGINEER S CA - GENERAL LOCATION OF FILL L-Q . 6I)) 1 7A- - PURPOSE./�/OF FILLL�ORNATUREOF STRUCTURE TO BE SUPPORTED ` O ' 1 !`-C- 4 S i�/1• / oi... MAX DENSITY STANDARD LAYER ❑SEE FILE) GENERAL CONTRACTOR GRADING OR EARTHWORK CONTRACTOR ff ODAY'S APPROX. YARDAGE GEN. CONTRACTOR'S SUPT. :k. e . GRADING CONTRACTOR'S SUPT. OR FOREMAN YARDAGE MOVED TO DATE l.N;`h SOURCE AND CLASSIFICATION OF FILL MATERIAL o 1G (Ncc� TECHNICIAN A TIME CHARGEDc.R V Y�R Sy I 1 `1 / VISITORS / / EQUIPMENT USED FOR HAULING, FILLING, COMPACTION, WATERING, ETC. Cot+ , S 0 1 0,1.42_ / b,k kDe_ 0,4, .�L.ck / I . i / FAILING TESTS, LIFT THICKNESS, OTHER REMARKS SPECIFIC LOCATION OF WORK PERFORMED % - i Q-„ s Ne s c-10 <rl- P J tea . 5 re- r -c.11 I Q l I o r-e_S 2.1" c- i S -A,A, Ar0L4, `tom' t11 _s, 'ts(., -, 0 LO 5 Cel t 0 S • w,kisec-4 Q A, .az—t'� - }'` •• `)Lp a .-, a," r , -J�/. a Inal 12,01 Q t.. ‹.k v ; _-►, s(1ems; 5, , Q^- /0-4A,. - GENERAL DESCRIPTION OF WO(RK PERFORMED D 4M s 7 4 J. ti-a i ›`t, 0 0 V O 45 1 /Jp_ (P (� pa S.2 raw 1 i^1 � : S `� c.o.„A-eA, -6 /5 -7,s �. 0-.1 , -3 ° I�<� � ; , oLk L7 , 7 t , f ,M,0 O3) , T" o sA- s �� tll (J�` 'ty f' c7 c 1( mess CC ^ n i'..1-% '*.,q1 AREAS OF ADDITIONAL CONCERN ADDITIONAL TESTS REQUIRED? NO 0 YES 0 WHERE? REMARKS: ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK Converse Consultants Inland Empire 630 East Brier Drive, Suite 100 San Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-4830 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE OF JOB NO. qa-to-16S4s-m CLIENT 3T D / -�,,, , DAY DATE I I i�-L ' �•�s LPQATION c CITY 412,4 WEATHER , PROJECT GINEER G ERAL LOCATION 0 FILL PURPOSE OF FILL OR NAATTRREnOF N gC l S ST(�U,C�TU�RE TO BE SUPPOR EDAir P+u1� t / cc o MAX DENSITY STANDARD THER ❑ (SEE FILE) ■LAYER EN ERAL CON AC _RR GRADING OR EARTHWORK CONTRACTOR TODAY'S APPROX. YARDAGE GEN. CONTRACT R'S SUPT. GRADING CONTRACTOR'S SUPT. OR FOREMAN YARDAGE MOVED TO DATE SOLCCE AND CLASSIFICATION OF FILL MATERIAL L TEECHNIcI N t TIMECHAD E Y3 /� VISITORS / / EQUIPMENT USED FOR HAULING, FILLING, COMPACTION, WATERING, ETC. Cc.- % 0 0-RALA - `r, L a, / / / / b0�-e / / 2J gipo - 4 W a l. 0- Vs' 'A-c.1C- / / / / FAILING TESTS, LIFT THICKNESS, OTHER REMARKS SPECIFI LOCATION WORK PERFORM9D n _ C �j JJII'��t'',,��c,-- Gt..S S F�e`C o l?'�'C f ?1 - 7.--•,4-- J J m� 5 4 -c i t l Q i 8./ R c. +o s �, ., �.� v -Reg-.P A. t_)kPoi..cLer ` co,.,,,,,, a,.... -, , -„.1n kc cor k' 5=a9A vAP- L_,C'el r0 5 e . GENERAL DESC(RI,PTION F WORK PERFO . 4.7s) AREAS OF ADDITIONAL CONCERN ADDITIONAL TESTS REQUIRED? NO ❑ YES 0 WHERE? REMARKS: ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK Converse Consultants Inland Empire 630 East Brier Drive, Suite 100 San Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-4830 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE OF AB NO. CLIENT D Y DATE 1gC�CAW ` CITY /41 WE THA ER PROJECT Z'C ENGINEER ENERAL LOCATION OF FILL j S� PURPOSE OF FILL OR NATURE OF SRUCTURE TO BE SUPPORTED 0 Pr I %L C P S4QEt�n �d AlI as.) �Ga W �j MAX DENSITY STANDARD OTHER ❑ LAYER SEE FIILE)❑ EN CO R OR r GRADING OR EARTHWORK CONTRACTOR TODAY'S APPROX. YARDAGE GE GEN. Cst.IPT. GRADING CONTRACTOR'S SUPT. OR FOREMAN k YARDAGE MOVED TO DATE SOURCE AND CLASSIFICATION OF FILL MATERIAL SOURCE TEC I9IAN % TIMgHA D R BY /VISITORS / EQUIPMENT USED FOR HAULING,. FILLING, COMPACTION, WATERING, ETC. Cam.\-- S S a P.A..L A"Ail_e10c h Q / Z) D dal w -t-r,A. �k __I / / \jctc`,c l/102 / / / / FAILING TESTS, LIFT THICKNESS, OTHER REMARKS SP IF� V'``-�1v'c '[ ON OF WORK PERFORMED ` -cP 1 l p l cNC_e..PX Ts'- "( l8- r' t c P Sig F-v►., eCifzk iv, w- 10^.e.(2-1. f-v-e- . 1 L was e I k.kS .\ c c qs .� L -T.Yze 1 a.c,.J ,NtiL ,..)=L c�-LW, c\rCIv,,. 3 " �`-\-t� \/tO t-2 ol'�i c-1�i1. 4-0 2, Do w ( \�� ' 1,TG.` - 1 �lc.k . S 1 �, �N�-e- ,cc- v a c` - (�L u.0.1. - r o 111 S ,l1 S GENER L DESC IPTION OF WORK PERFOR W . e Cc.ct ,MED s� �b�e � e i 2 \ �s'� 6(, S oc\- G e e r D X oik.A.e. 5 5 -7 4,00 A `,/ -f--.0;, ,\ AI ry.ea_ - v,s'►•^,, ( c.A..Jc.Loe - \ ..oS--\-- Ao I? S wew e of e ro x �Ic,: 3` - 11 ' . �oU P . II vim.I D V o 14 S o e 5 l✓l vw S l r (DC k 3 © . VV1 s i--(co#44-ems* ci S 10 1 Se Qpi ` S �` t/vi 0 i J -C S �.k L c `t- e-J S O <s �C'� 6' ,' J ate- . 3 0 MO � �d-tee- t 4-c ,e S � c A , ki.(- s ,�-e e o Yo) CM , AREAS OF ADDITIONAL CONCERN CC kaL) '; .---4•LSICAIti ADDITIONAL TESTS REQUIRED? NO ❑ YES ❑ WHERE? rC y REMARKS: ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK ft ,Csonve g Coppliili hts r ( , Iril�a��l� ��.ire 630 East Brier Drive, Suite 100 San Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-4830 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE OF JOB NO. 9a-Eii gip,'bp �, CLIENT s', it",,.>, r- N 11 1 AY lsa Ir• ) .�„, DATE r7! r9 :-1 e :; LOCAT�1CA6, (i Jfi` , 1•... - .1f.-�t IZI— 5i..) - I 3 p.17 :�� 1 ' AZAC1' 4/0.,'.R W yk I-4 , G sot. Ave,t, ,PhAr x . F ,i A. ! .- ''W ATHE '.('; it Nolgei ` NNy 0JECTENGINEER t r , S C 71/, ENEFIA�y OCATIr.2_5 +�t �' I enex-Ill r+1pI,(f li�ffi (9FAF.�'L*��jCQR UFtEOF Jet aTu EkyFITIZ E.D.I1. :fti`�,-' , 2l►C.•T S 7Ta�e0.7 Aga "' 5DEN)S.Ny,hERRD ❑ LAYER `L I i- EE FILE) GENERAL?C VTOP1 4-^) (� �^ / f Er) 1 GRADIN�a `, Q T ( Ii4y1T^o b /torp / CCCONTRR7ACTOR'R'SS TODAY'S APPR . YARDAGE 'M"VED GEN. CONTRAS SUPT. N�� GRADING SUPT. OR FOREMANt /`�e p, YARDAGE TO DATE / 6VA �k SOURCE ANOCLASSIFICATION OF FILL MATERIAL /T�ECHN/I�CIAN TIMQE CHARGED �APPROV A Y (�,�/�. / (}.o �. 5 `Cj. 41 �' / , VISITORS i - , \ 'EQUIPMENT / / �,f USED gR L�1,�DIG,.FIL1�1N t MPAC�IC N VI ESI G, ETC. r J / �j1� r '� 7�� • c 1 � �,1 � / 1- c44- Cis a, w 5 s ie 6-),._,-5 I, r� �: / / FAILING TESTS, LIF HICKNESS, OTHER REMARKS ' ,/..' I i .- , •1 ,.,� . P) . 5 Mrs SPECIFIC LOCATION OF WORK PERFORMED thrR/zgo,k., _C;-1e Me/ u/!4i S:.,Aotbe',✓ (C,'/> 04 F/ro i/a ,4 iris,� Z,K�) CA S'a/�bph„ F67m. 4 Ln r), ACa z,..1 g/rie.tIo At,c lf� : � ri•�'5`.5 vLU.4.-uNoa-I ' ,nwA�rJ:as 4( .. 4'{ 3 1w.,J/,k,pe -- Fxe 4Vz o ZMeE ^ Cr 5 A.z: ,/6,r AL a 1.4r4:4 '< o l6cu :225Y e j )14' 4- ;let 4- 7-t 1.', ac t AR, u:,„cl J �C C /� sir, d ' , • cbd rf g' r✓/e(. pen/4 t (' Skh tj S f 1'4' vim �-‘1�I,0 Gi rG NERA • DES' RIP/TI9NAWORK PIERFORM£4 •/ "`'�, (1J`"" 1- `✓fV J A l 4444/r/ Al C6,1,ur(ney S7144.4.) dN r JC pJ v F 4,0 S1rv<- SOgil ov A/rierc A Ac ' n � A 'i (G t e,t c `'rr.. / // c- ..> N - , u��- A >r -+s 1, 5 64 4 p ea__R s faa DIZ / J ,,vo,'�L1.6n.t. 0 u C„le• p 7- ede � , .7:4 �u .+ h s� /v �Sa/na.o a cRc %/ /yS q.... CA1 35' rt.) ;4c4w; o.,•r-''0.,., 1 t?i �. - T% ,, -144/,_ tSis z ,tr - `",sib, v :3 ,, -(rot` ('(e� 114(G (. C' 1"(Ac ice,,) at EVOFADIT [JA`I�C9NCERN-I Jac , q V-,f j�G7 (op.! \ V l ,c`, ' �)Gcst J�-� ! 71 G,J r A`ADDITIONAL TESTS REQUIR 7 pk WHERE? t ' _ y r„ Ar4..41,,d,s;4 REMARKS: ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK -iponvere ConspItOtp' I 4.� IrilEif ire 630 East Brier Drive, Suite 100 San Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-4830 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE OF JOB NOO..: I I 9.Q- CLIENT I�AY DATE ' RROJE6T'ENGINEgR I - S. C. 7 , LOCAT,I r(/ r i is ., ('' ,) t CFTY u i r "{ 1f ' t• \WEATHER ,I T; Tc?ACat. /t)D_ -33 7 , 6 CA,✓J /i'» ,i Th4 e Y /� A �....-- ,W414-,SJNN�/ (i � GENEIT lOCATI N OF.F L 1 $ �-dli.. � �� .%� AL//t?,(,a Ave- UR ©SEpTr LL'oR 7URE OF ST T EST 9E F/PpRT D n.) 1 ;P;(• t ,�1i7� t /-:.•.• ,. �� .,.�,r � ii}.�:,'�..r��' B (y7�' `57 f"M 2 Ar'4l • M'X DENS T. NDARD ,�,,i45 ��OTHER ❑LAYER ❑ (SEE FILE) GENERAL Cp. RACTO C ..1 9°t �� ... GRADIN R ARTHWO �Oj+ITRACTV , A. �r,�,iC�,.y.W. Cosy >4^.� 1 TODAY'S APPROX. YARDAGE N,d GEN. CONTRACTOR'S SUPT. i GRADING CONTRACTOR'S SUPT. OR FOREMAN N�2y YARDAGE OVEDMTO DATE eA-A D4CL SOURCE A D CLASSIFICATION OF FILL MATERIAL TECHNICIAN / TIME CH RGED PPROVE Y 13111� / y 0 I l.. �{ VISITORS t� ,� ,,, t / 1 EQUIPMENT USED F9F( LiiiNG,.FIL'�1N MPAC IE'�N E{31(iG, ETC. CR' hg,/e 9.i t„ , i Nrs,,- /��'Ai p�e�s'UJ/tl io�J c JI 1)t1A `ik•��,/ r ! /- CAI 3S chi";,gyp zze&I thi 5 •,0.4 fir-; l.... ;� �` ? // f' /. / FAILING TESTS, LIFT THICKNESS, OTHER REMARKS ;^^-': / r°'. f / fr iij SPECIFIC LOCATION OF WORK PERFORMED / / �� fiQ/t,ut/ON S;7G f/i iolai(,aid AO:O H. Nkt,.- coi M.7e pvat ;el eao4rS,'..,I4 W, oc oNliSwfl /n/S�C%t wAe41-/ Soli) S:Y2 /li) 0/LSCr.I_is 6.Ott7L•CJ l . 4:/.t'�.' .,y /N4,,,..co/,i,-TPhRTE-/hi,f )J,(7�•) +/JTI t,y atilt • 6 r 'Tie r? >ipAQi a / ;(i ", ji`j f010 1), :.ti y RP9d g 41.41g6 #4 yf;16 40 AU8 i gf , „ ✓ b 7' b 0 • ji'Wt 0A-, -• <I&A ((S•t .0 ;7"0 f-A4. --19,„ �f' %akez n4i m, i,i.34IL`�[ ytl- ivfvtst1N /7,441 n%,1F.'ly6JC,a, .. )Cin- ,c1�t,��qq 64,4 vkl !L" ox 5'6,j�86 . / w/ ��Ci a<I tii ! t� �,Na��..- GUPcniti�#: WORK FIE,,RFOTIM L ' L.. e i j° it.) �? - ( �' t f» Y 1 t GrBRAL DE4RIPTION/0 N. ZWo.� l'i.)9 SGc2Ueil; N9 70 c'�Iec2 i wJ 1v/0aa; , 111111 / r�) / .f"+ �rlt , `( ! �/ `° ,(L on t"7 f iI /J °:v..:, AIEN { Iu`,. ,1•i -;.it p f :. 1•• { • .)� tr•'k �1... li' 41, 'tyi t��t'm ''t/.i":. • ° � ? V- ..4[ kA t, I in itI 1. A 1.' l',of— �1 I V S, i ,..�E (A ..) !' i ^'y�r.wl ( .. `i/ 'y\t.R::r 3 ryry wwF �3 �� r .- ^� (V) 1�f✓ 1 i V • .-,.1i'o rr`‘ / A. (,, 1 C..+ .. "S C,.,iC 11 r. 4 •...,.. !�P r Ck t'•x +'t.J . /p1fpjEASOFA DTf i�A`�,CONCERN / J t/ t, g r t 1 �q .)4.r/( .C5 s ‘\5 f C ,t1 m.IA..�„'/ , . „' y -5v0 1 tiN. - t.' DITIONAL TESTS REQUIRE ? .. ► ,,,++�� y 1ii it r j O❑ 1F^— WHERE? ,.- rcr.L"� .,. T', 5 r1 ^}/wS/% REMARKS: ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK • Converse Consultants <IV Inland Empire DAILY FIELD REPORT OF GRADING OBSERVATION 10391 Corporate Drive Redlands, California 92374 (714) 796-0544 • Fax (714) 796-7675 PAGE \ OF JOB NO. -F/- .,./sy w CLIENT AO - , . ' DAY \ ---76...).4,--A,-4.1• DATE 1\,Jvz.--c-z. . .. LOCATION • ' CITY a‘i•NR.,\C \ a.. N\)e-.. c-CYA'a-e's- IA- WEATHER ‘ PROJECT ENGINEER GENERAL LOCATION OF FILL . IN. \IDOO 4.... PURPOSE OF FILL OR NATURE OF.STRUCTU. RE TO BE SUPPORTED - 4J\ ID Ve_X•I\ c) Q..1;,,\tk MA DENSITY STANDARD , 5 , OTHER Of.J LAYER LJ (SEE FILE) GENERAL CONTRACTOR \ CO .GRADING OR EARTHWORK ONTRACTOR % q ' K-b \i‘473(1‘k• TODAY'S APPROX. YARDAGE Vit, GEWCONTRACTOR'S SUPT -_. GRADING CONTRACTOR'S SUPT. OR FOREMAN YARDAGE MOVED TO DATE SOURCE AND CLA SIFICATION OF FILL MKTRIAL TECHNICIAN TIECHARGED _,APPRO Y V_ V I 1 ) \ / . VISITORS A / / - EQUIPMENT USED FOR HAULING, FILLING, COMPACTION, WATERING, ETC. A A.0 c V2r) AI- t,,, 0 ISKt)ratZ- 7 .. 5'. 2:2-1-4:2-.-\"-e- , / ./ / . , /. . / / FAILING TESTS, LIFT THICKNESS, OTHER REMARKS Or . SPECIFIC LOCATION OF WORK PERFORMED ‘N‘ 42 V \ \ “2-Nt* ( t' C-C'Z''. N'7 1 4" CI Ac`AN• 1\"+9 \ 't\tVCC \13 C\l< ‘ ‘'I\ V-- - \ Oc74,iffAkI) . , .,0,t-Tc?ic•X -Ct112, 1, kID C8-&--710, L,POISj-.‘ IN ‘\k-C) ' .tec\[11,1 L-) V ‘cl Ce 5 - r tRUN Dc/c) K t 16 Dt-‘`A\rt\M\t, N\FC, ,D.INIzoct,"felt, illdoD OC 60-C\11.1' toloi cetor LoP,Oe12- 13NAL(Ill5 its/ 1" IPP6912.4 tke; LAPALd2- ;Po-t.(1 PAN/a Wrc11( 7,11 Q,Driltc-ia 1 cot,6 1,4,Ine:Ai, h it/ \ k)'Ne• , 0 01200d7 \ -beVihrege- ,lot'CC16 SOV2C‘t\ Vs-6>c <C21--)P4U. /661A1k4‘.4.,\4090A K •I'A-Ibil GENERAL DESCRIPTION OF WORK PERFORMED 14 A- 00 o IA (Att\e'‘6, t,s‘i€ x,,w, \ )., 1" \ _ n4 AIW..f,CeP < 0 C lC2-- \ \ V0,5c1r. \\ 54 D\ 7-11 & tbi s--tsek, 9.5i*t6 b kk-\-\\16 -6tkt. oc \Vg \\eYd 1==.9..m)..k. \C__ia.‘Q 4-4\14. DA I; R,t•N cux\I\ C,G16 tA \ 6iN1Z\MAA, r)9, 1 - : (-) \NOVL 1)00 kt\ A W6 000) cib G6 -'ac\10 - AREAS OF ADDITIONAL CONCERN . 1 , ADDITIONAL TESTS REQUIRED? ,L3.7, , ... NO 0 YE WHERE? ',,, I' Z'''W.- • 1-11rAmtu ttV6 A el% OPOog Rgg f.t.( , iZ kitl i \\V 11-0 REMARKS: ..\\N\ ‘2_ 0\t60 Q-DIAL ibtitCALe t -v7 44-\(\\ k6vi Pata\\ ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK i Converse Consultants Inland Empire DAILY FIELD REPORT OF GRADING OBSERVATION 10391 Corporate Drive Redlands,, California 92374 (714) 796-0544 • Fax (714) 796-7675 PAGE. ` OF "APB NO. Z- /.4 :Di CLIENT irD` DAY:. <OPS1et-, DATE )I-i0-gZ LOCATION, cITY 1 A (. m eIi 1 Gam, At/ L `., ''' '` D Oh fs-,�- G` , I. -' WEATHER + 11 S C/ M�i\� ,' W i 1 , PROJECT ENGINEER $S G. t t ;,,,,, GE(N RAL LOCATION OF FILL /A OV; -' .` ., , PURPOSE OF FILL OR NATURE OF STRUCTURE TO BE SUPPORTED '' ` J OC‘C•S� ' .)\ 6- }-'-... ' MAX DENSITY STANDARD .-.,�L'AYER ❑ (SEE FILE) . GENERAL CONTRACTOR F m RADING PeR EARTHWORK CONTRACTOR Q•,V• l� aN v.L D`( TODAY'S APPROX. YARDAGE ` 14i GEN. CONTRACTOR'S SUPT RADIING CONTRACTOR'S SUPT. OR FOREMAN -, YARDAGE MOVED TO DATE SOURCE AND CLASSIFICATION OF FILL MA ERIAL c TECHNICIAN / TI E HARGED %' PP ED B �,i' VISITORS/ \S�Q< MMKk^/ / / EQUIPMENT USED FOR HAULING,. FILLING, COMPACTION, WATERI G, ETC. ZSS , 22S ' j a7,i3OLVbP , 1(g6 g cr L Ga. V // ! / VVIA-K -St.. “)`- `1"-- 1 --) 5 g 1341,L, k o 4 / / / . / / . FAILING TESTS, LIFT THICKNESS, OTHER REMARKS tA l iIVOpPECIFiq L ON ION �tF W }( K DD PERFORMED 'AIk� j%IQbi W(� Y1 I PA la. , t �\��Ui11 ..� be N\ VID\ Q�`F C�N� �11` D�`� •'w `-b.. 1�C 4- Do(412k(.4. �L , (l$ 1\�D ( a� w. S� � c� D(• � 0 �G,�4 Ij�1Q,X F �f,,�2,��\ �jlQlQ � i,D \ . o ��c.�k,i\Q: '�1a\�\�:� 1�`1A.,t"\r� G � �a nr�.� � �t�.�p,,� � vA 0 (A" \s,0 \\\'' 13c�Q, C.,tv:�\C OA _., �r�� , 1 A1.) 1\1Q 0\ ikgi'k�'i SQ c 4C7C vN AQAN& o & .(&\NQ'c \a, bN12 o'M ek'•' ,, . %\ r' d krJ , \a k. da ' VJ\ :.& 2:''' V Q.,o� , , , \ 4. VG° t°c" G \\ �-P()\ F "A \0 . ZZ n♦'�1\'� 0' N�lDl Q\V�fl Cam' ` )6;°\Q. `\ ' 1\�1 1MA k.i co`;, W�� , a AQA& \ \l ‘() G .cl-v., r f :tta« 4 4 AREAS OFADDITIONAL CONCERN ,''` ,' 1 o ADDITIONAL TESTS REQUIRED? „'a ti ; a "+i NO J YES " WHERE? REMARKS: \W\ Q‘ 0\1-9 Q for I` $CrALC.Ak ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK • Converse Consultants ``✓� Inland Empire 10391 Corporate Drive Redlands, California 92374 (714) 796-0544 • Fax (714) 796-7675 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE ___ OF _I JOB NO. CLIENT DAY DATE G vLOCATION CITY Ai 'e. ',R 4 Ve r,A17,21)J4 WEATHER t rwg fAAk PROJECT ENGINEER e__C .-T GENERAL LOCATION OF FILL PURPOSE OF FILL OR NATURE OF STRUCTURE TO BE SUPPORTED R MAX DENSITY STANDARD ❑ SEE FILE) GENERAL CONTRACTOR c.V GRADIaN�G EARTHWORK C\�12:-LAYER NTRACTOR C` . ' o�s ON TODAY'S APPROX. YARDAGE 14 a GEN. CONTRACTOR'S SUPT GRADING CONTRACTOR'S SUPT. OR FOREMAN l� V�cA YARDAGE MOVED TO DATE Li SOURCE ND CLASSIFICATION OF FILL ATERIAL 1- sI\VA Nl'0 WA nark TECHNICIAN TIME CHARGED IWD / S.a2/ / VISITORS / / EQUIPMENT USED FOR HAULING,. FILLING, COMPACTION, WATERING, ETC. 23c, 22.5 Tc r✓1�\�oQS . / / 155-'1 64..tLl.oe 1(n(o CPo41-- I be— I / / 1NaAU la / / / FAILING TESTS, LIFT THICKNESS, OTHER REMARKS SPECIFIC LOCATION OF WORKIPERFORMED n 64k n ID 1d.01) a- - r,.,,N V\t\I�i..,N^� - 1�.�`�I0fI `tAt 4(I4iirtIe+ ll -(fiI L1ato, GM .e f af/'I ono, tat �, .1 a t itit I -e. X 4-� Coy � j P � � •'IMF ini1 12� -� � � �tl v v V(A b a likeail I. a(,b K kwn GO_ti/V ��1��> � 106-c��k Y\04c� �� P(rvA (14 1.It '° (1c\ n G1\\ `v\ V 21' \e . AS \ \ GENERAL DESC TION OF W RK PERFO MED I 4-16 wk -J.' \!\=\ \'Aw,g,,!s 36 vs.\i.1/4 OA '46\ 1,1% I -).Q\ QN.Q. M\ Vok W CiQ \\4)1 N''\ (\\414 C (C1\ t et, 4)$0... \1 k to N4\\(b.,• l*k4\\k-C `\}i\\ t iA .`)-J\\`i� i /rizL\.0,2 \I \\ cM \4 W4 5\U< �. U�\• 1)$ (A( \\-Q., o, 6,49.\\ kti . jQ $ \ < 1/4\,-Q, ,c,_, \ \ Key k OA3'. A6 P"'` , \y,X\Wl k '44 1)')(C1Aplc aivib C4, (vi Om of 5(�-ibit 14- oD k r---, rf _JO AREAS OF ADDITIONAL CONCERN ADDITIONAL TESTS REQUIRED? NO 0 YES 0 WHERE? REMARKS: •\`ii\ � h\ \r_OC,`l_. QVQ,( `411 \oc-',y\ ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK Converse Consultants ``✓� Inland Empire 10391 Corporate Drive Redlands, California 92374 (714) 796-0544 • Fax (714) 796-7675 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE ( OF JOB NO. 0.3...468-er CLIENT SF9 ^ DAY ccr4.. DATE ,, -6- ciZ; LOCATION CITY N\VI\FX.\6-• '\R- coma,. WEATHER Su..rh,` PROJECT ENGINEER S C.l( GENERAL\\__LOCATION OF FILL N W Uv PURPOSE OF FILL rOR NATURE OF STRUCTURE TO BE SUPPORTED �O(C.)` CY\'* MAXSTANDA ®.LAYER RD ❑ (SEE FILE) GENERAL CONTRACTOR If R 11A+N \ R,EIp �f�W.0RK CONTRACTOR TODAYY''cS APPROX. YARDAGE GEN. CONTRACTOR'S SUPT GRADING CONTRACTOR'S SUPT. OR FOREMAN YARDAGE MOVED TO DATE SOURCE AND C `SSIFICATION OF FILL MATERIAL 4 \ L � stJ \ COI, TECHNICIAN / TIME CHARGED APPROVED BY / g, . / 0 .,L-. VISITORS Jk / / EQUIPMENT U ED FOR AULING,.FILL ING, C°�' PACTION, WATERING, ETC. 2�5 , �7,G ., fir, oe AV(b tx c1.<\.u-c- SS / / , 01lIW, c \r / / / / / / FAILING TESTS, LEFT THICKNESS, OTHER REMARKS SPECIFIG LOCATION qqF WORK PERFORMED \ (� t,o cn I, t. r),\, '1.Z, p vA\ V) A\I \ � j1 cI G (\\(�Q \;d; G\A at .0:\O kA 4 S �o'� _AD) t�\r�(A;ci.. DA n ' 1 N� ' � off\ ll \\�� 4 ` �. ' V .`" L b t1 `� W � (� � � kt(� � `ill, �\ � �i�1 Lp ll!( l'� f c�I, 4 � 1 t�\.\\19, IN\41. 0,5 U4g 11 e-) 215 t.?\ \P - '0,6 14Zi\G '\A\ 2e Vt',1 � p1\k. t26' 04( r+1 k , a dd\E):C. TAV\ -/(4 ��) othi G(4k' v-�. k fl'A �614w�yl ikk c'\((k. 1z �. Wb� ) 5e� \ G � co Spa , `� /1\\ �b y �� '} `(\(� \. k C,�M c� �C ran � � �� e��N. GENERAL �DESCRIPTION OPWOR7K PE FbRMED n `' �/ p �\ ( \ , jI A' I) `� Y''. (r 7 Gc b� J L. �\i � J'�-"` 1 c V.,�'\ "\ ,� . \ U ` k- r f e "\ .\-\ (7p0A\, �bcL lb"\- h) �. \` ( uoc S\\()� , .\� ku,ki, ;0,,tu \\ zo�Q C\,k\\ , cc Q U k 5 Mr) \\.. C,'\\ � Wv_okk to6_\ .pt 5 � �, \ \QS s 'c,.-2,'•-; o .,,s. AREAS OF ADDITIONAL CONCERN 1 ADDITIONAL TESTS REQUIRED? NO ❑ YES bp WHERE? \-n \ , I �\�1��\i(� \1L'\ At \�M�• 4k.\i r REMARKS. Vi) th4 t)\ 'q tct,k \\N \w,t_ck ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK Converse Consultants Inland Empire 10391,Corporate,Drive Redlands, California 92374� ti (714) 796-0544 • Fa)i (714) 796-7675 y 1 ' DAILY FIELD REPORTIOF GRADING OBSI=RVAT' ON PAGE �:1 OF JOB NO. -, 9z -i y. j CLIENT c � ^�, „.rA ? �ti "- ,i +`t A,:, d ( . e....r.. � °� `, _fro 4 DAY - .,'". �r l _, i 0(cd, i DATE f i J / LOC/TION )- n Q . CITY p Abl •/ek .:'l'� iiL:.: _ 1, •;,� 3,- tr � �..f/"Gk:GC�.�. '-. Y 7•. r , :.: •. WEATHER * ;�/j{('l�b'Vj PROJECT,"ENGINEER :_. GENERAL LOCATION OF FILL 1- Wik, e.. •_: . # I:. PUR OSEOF FILL OR NATURE OF•STRUCTURE,TO'BE SUPPORTED .65/ fit•'.: S lde4 L • MA SDENSITY STANDARD ®-LAYER - la'(SEE FILE) t GENERAL CONTRACTOR a J (17 G ADI G OR EARTH ORK CO 'TJRACTOR r. r' , t G� . /677.(- .01. ort. r TODAY'S APPROX. YARDAGE . //A GEN. CONTRACTORS SUPT -, tIkDOG CON RA TOR S,SUPT. OR FOREMAN ,; „i :. YARDAGE MOVED TO DATE SOU CE AND qL7FICATION F FILyyMATERIAL ED TECHNICIAN ;ECHARGED/IV ii r A. VISITORS • q61 A ,phi\ 1 00- (r1 L (IL 6( Gc k COMPACTION, .: ., . EQUIPMENT USED FOR HAUL NG FILLING, V/ATERING, ETC. 2'.�; 22 -,ff ie.4Ao1 4 r�M 755-/3' C,,J /g lae 9Gz, ri / i le, APf f `� - I :1 c sty} *\ ,/ r - y/ •. i p FAILING TESTS, LIFT THICKNESS, OTHER REMARKS " a1.140 k Y'\ 5 ' SPECIFIC LOCATION OF WORK ORK PER •ORMED /2, vf(/ on -S, ,4, " . / /h t�/i// .Jvm �, / ,/� a0.6r-V�d (:�Q.�V O d!"1�=� �/ ' %l�' d al�,'Lv� ,��'%/�{tl"" Siz 11 lY, �a , 0,91ifGL(y fi r, A\', ` 4 U 1p '�, , G t) -;• p`615 ' .a1=, M 4 ,X, , ' ,� ar4Okit.,> IL* r��; ;''k D �?Ci�'� t 1�o�•ft .'S' r' +'' r Q '; �� -� ' \ c. (As A o .xv Mr\-2tr S t a�or2 (', P _ .10 \ \::7_„' . 'o5e 'atc_, VJ'(-c(r°\i\a&`�,\4�1,,t`��,o� ,�� U��.,o` b�'�bz , 1��1�1Y��ll( ENER L DESCRIPTIO OF: WORK PERFORMED(-,^ g 1 r;, •: t c .t - "k i` \ t"` w'`�1l�� Q>>I dgi,a tub- c" V,aLkjgl 10\'(;';o'1\ 2 k Dr C? Ck bka1 0� \ D lie ( r � � �� is -� ,� ,� j OP i I ,1. j ny ';, r d • ), L .r?l L �. ,r� � 4 f y: t _ /' , ; j.0rug js o le'L � } .i ` .�,•+r.'^ F I,�' '1: a 1� $i� Y^r ..,y �_ k. e t r..J, 1, i' 1 ,. . ;� `,. f', ;. ;" Y�¢` P f { ,�•d.• .; • M1;. • �' " 11 yj .'l m.. lh .., r ,y .__, I. „n _ ? •A wd'.I' R.wn a� �)'•4rtr- ,.'0 W �Ww ^ .+µ' },! .Ir (,,, AREAS OFADDITIONALCONCERN ,. , M 'a'.'' w, Z. ^ ,, `y 'i.:� y �. " " \ is . ;�5 ADDITIONAL TESTS REQUIRED? Nb 2C7^ YES r RE? r :'fs.- a' v '? 'rr .. ' �i� Q�1�1�1'"I( ��.` •. , 'k',b 1ZkDi '' 1A r'6V rYlt.l'aiet ^`*r,;r • • REMARKS L\cf�),\•..�'• \\'l \0It•��(ll\\ 6t\\ �11��7 �J�t1JC1J141�'�iVG��?��' WS�Lj Q\c%�:�t I 11 ., 12c P PL, wM� r,Y ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK eIik Converse Consultants ‹V Inland Empire 10391 Corporate Drive Redlands, California 92374 (714) 796-0544 • Fax (714) 796-7675 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE._ OF JOB NO. CLIENT DAY `` DATE LOCATION ITY O lG .i .A) 'Q.. (:)'(\ WEATHER A ,f,\it\ - w 1V\-c� PROJECT ENGINEER SC.— GENERAL\LOCATION OF FILL Qc C,0‘1 PU POSE OF FILL OR_ NATURE OF STRUCTURE TO BE SUPPORTED U t'� MAX RENSITY STANDARD LAYER ❑ (SEE FILE) GENERAL CONTRACTOR GRADI OR EAR HWORK CONTRACTOR ODAY'S APPROX. YARDAGE GEN. CONTRACTOR'S SUPT �� AGRAD NG TRACTOR'S SUPT. R FOREMAN NW •- CO \HQ- .\(\l-)\th( YARDAGE MOVED TO DATE ,i souRck AND CLAS IFICATION OF FILL MATERIAL s A . J \R-0CIL TECHNICIAN TIME CHARGED JP ROV Y fro / I " %f, VISITORS ,•\'., / /, , EQUIPMENT USED FOR HAULING,FILLING, COMPACTION, WATERING, ETC. 0� / / / FAILING TESTS, LIFT THICKNESS, OTHER REMARKS I L Iv �A t 1 SPECIFIC LogATION OF WORK PERFO MED I G��u J o� 5 a 1 o o.M� �Ik\ VI \-N �,\ a. \ &AAA 0' t G OB wa4 h, 0'( 4'4, .\i• e.\ a\\,i coo, q7_ \.hv,( )c(AA, Ve D kh c1 Way, �r�a .o 1\c b0 OA G.n::. ,\\ \4.\0‘' \`M , k,o i NMJ2.- Nr n 6 \ob'MSl- ajvk ( • 0 -f w(r\(t t� �ow vkD woS\. \Q. Wa)�� f.G.\\ O(,1., b(G\c,,e, O& o,oQ, W, : 1 .\ ,)\ ao, (k XV), Sep DC k.i . I U.0 S �-e- q % Z a . . GENERAL DE CRIPTION OF WORK PERFO MED 1\(\j C e , AREAS OF ADDITIONAL CONCERN ' 1 ADDITIONAL TESTS REQUIRED? NO ❑ YES 0 WHERE? Iv REMARKS: ENGINEERING FILE • WHITE CLIENT • YELLOW : FIELD FILE • PINK Converse Consultants ``✓� Inland Empire 10391 Corporate Drive Redlands, California 92374 (714) 796-0544 • Fax (714) 796-7675 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE ' OF JOB NO. 92-67- 4s -b/. CLIENT .Gt� DAY /111l5 i( DATE ,i-T -Iz_ LOCATION CITY kellidli A- WEATHER PROJECT ENGINEER GENpAL LOCATION OF FILL 4 ,' v PU PO OF FILL OR NATURE OF STRUCTURE TO BE SUPPORTE Jv 014 D/1 Q MA DENSITY STANDARD OTHER El -LAYER LI (SEE FILE) GENERAL CONTRACTOR SiV ADING OR EAR ,H�� ORK CONTRACTOR TODAAYY'S APPROX. YARDAGE GEN. CONTRACTORS SUPT iiA� ?RADING CONTRACTOR'S/'SUPIT..'1OR FOREMAN YARDAGE MOVED TO DATE Q�� ,1A SOURCg AND CLASSIFICATION OF FILL MATERIAL 6(417 64�a wl4oc.k. TECHNICIAN j TIME CHARGED AEP OVE Y ere)! /, l ‘ / ,f----T VISITORS r i /! P Pri5-( r EQUIPMENT USED FOR HAULING,. FILLING, COMPACTION, WATERING, ETC. /a J / / ,. J I , / , FAILING TESTS, LIFT THICKNESS, OTHER REMARKS SPECIFIC LOCATION OF WORK PERFORMED � / afff,^^r L/c:.�l/ <14, ,c Q'; ov ci me -I dvl-� i1 G%L/./l t'r f 411 0t tndnl rot/ l l 71 SA-li L /071 d `4, �� te((S-� >< . C�v, •.tiN. \ / i I.7 vfG'Vi t' mg /� GLI0 re_ /1D- - D ALL..,, r/o,- - 61 i c (c �/l L/s6CG u •i o L Jg �'E 111 11 i ,Il IV 1 n �5 I ` a l` I f rr. it�Q 1vn \_D Q-1)0} f 110Va' co 2— ko M lout Ind. l I `i�Q i l'(o �U k c <1- sake. a.� 4 i. fo Ask (\61 GENERAL DESCRIPTION OF WORK PERFORMED 41 :suk • n N AREAS OF ADDITIONAL CONCERN ADDITIONAL TESTS REQUIRED? NO 0 YES 0 WHERE? A REMARKS: I ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK Converse Consultants `\✓� Inland Empire 10391 Corporate Drive Redlands, California 92374 (714) 796-0544 • Fax (714) 796-7675 DAILY FIELD REPORT OF GRADING OBSERVATION` PAGE. OF JOB NO. a2-g,. its•br CLIENT N(h ...q DAY ilflbu6p� DATE `11-z •'z LOCATION CITY A\rnoA a\i. cnrKrxi-ik WEATHER Sv.nnA PROJECT ENGINEER . S t Ik GENERAL LOCATION OF FILL ,\vOv Q PURPOSE OF FILL OR NATURE OF STRUCTURE TO BE SUPPORTED ^ Oe (� QPc� MAX DENSITY STANDARD 171-LAYER ❑ (SEE FL E) GENERAL CONTRACTOR S0 AD ��. NG OR EgA�RLTH O K CONTRACTOR ��il�\} �� V\ TODAY'S APPROX. YARDAGE 14 ''C GEN. CONTRACTOR'S SUPT I�l'P GRADIIN1❑GC`\ONTRAC OR'S SUPT. OR FOREMAN `Y t�V-�\ YARDAGE MOVED TO DATE 1 S URCE AND CFASSIFICATION OF FILL1MATERIAL 1- 5%\\ck S IA'� w l e�ock TECHNICIAN j TII E CHARGED AP�BW�ED BY rnrb / 6..0 /1CL_J. ` / VISITORS , / / EQUIPMENT USED FOR HAULING,.FILLING, COMPACTION, WATERING, ETC. ZS6-c,,,,4.\,.DL 4 2. Z 165 r b 2v 6 ,c iL \.D2 / , 4 loto(al-c NAY / / / I. / / +' /f_ \ 7 Ice 30 '. 4 FAILING TESTS, LIF„T(}THICKNESS, OT ER REMAA`RK &I. I q fY� AR AUK, ©�\\v�v.WK `(v`v��5�� `� U�'1\�YvD \Jbv �(i�dJOt�,c,�" Q-tx�- Ali g VkIO�fQ to,Qd'ku' �0 ,�h ,�, SPECIFIC L CATIO OF W RK PERFORMED �11, g'. bO :(,. \J\\� �,\�� \p( \4 '0W 4� 1 0�h .f \li,� V \l(u.(1 � �M, kV,..5 ): C� k 2 S , DIA a�V\1. \k t\J0 nr `D \fi'AA; \(\t\�ci‘h j�7b frL`�j` \IC CK 0 n (\'\Q; \l1' \\ \��+\ G.. ,1,,� \\t a b��.0 \`' i �1�\h,\,\� i1\\`i �;Q� IC.11 \� ,�pc ,0\- 6( spas\-' iCA.. \� j,k i \ V, , c )(1�t9 4,(3) �5 GENER�L DESC IPTIO OF WORKiPER,FORMED v , >\ `, . , (- 1. '� b \P, ` \b\I\ ,\e k S P vJ�.< `�t\ o-N 0.m .: p� WA\�\•. W U,i O. iI Q 4XN 6k . \J ( .. (c)cb-) N\\ 'c\,,..m, �(Q (\ 1,t, c,.,\a. o '2v6,1., o V.Q. G\\ N%I.,1 W).,\i)_ c,. oAJO, Ork ,e .1'4 1 �1rnAa 5�'02 . Osi\ -` tW40 \t\1 \1\1\ 6 \16C').\,'\'\ UL\h \!�,0(\,Olk.)e4A c`Inc4\ VII„i��1 ,\� Cn\\' \bc>_( 1\L‘A Gk /j\0, • k� h Oo ,\ Vo__6c' c c ( 4''' n o ? '1,,-),.\ • I AREAS OF ADDITIONAL CONCERN '"1 ADDITIONAL TESTS REQUIRED? NO ❑ ',,YES ra. WHERE? 9 A .4_, a REMARKS: \{V) (��U h Wl \4' ?'C A ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK Converse . Consultants. ‹V Inland Empire 10391 Corporate Drive Redlands, California 92374 (714) 796-0544 • Fax (714) 796-7675 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE. OF JOB NO. CLIENT DAY // DATE LOCATION CITY 44/gW4e �e % a--st4-. Vy.cATHER r, a % vim, PROJECT ENGINEER s c. N- GENERAL LOCATION OF FILL AC VC PURPOSE OF FILL OR NATURE OF STRUCTURE TO BE SUPPORTED - ID{��\:c)Q�� . MAX DENSITY STANDARD -LAYER ❑SEE FILE) GENERAL CONTRACTOR 4 ' RADING R EATH ORK.CONTRACTOR AZ. c�� > o� TODAY'S APPROX. YARDAGE. ,c/A ,. GEN. CONTRACTORS SUPTGRADING iAtc CONTRACTOR'S SUPT. OR FOREMAN YARDAGE MOVED TO DATE Al SOURCE AND CLASSIFICATIO OF FILL MATERIAL TECHNICIAN TIME CHARGED APPROVED BY VISITORS / it / EQUIPMENT USED FOR HAULING,FILLING, COMPACTION, WATERING, ETC. 2 6 ' tzo4 L\otZ. , 4 (0k4), Cr \\-. \ br,`:a! 1 %. I.) c ovc) `c:2 tki.1c. -s- / ./ / / FAILING TESTS, LIFT THICKNESS, OTHER REMARKS S ECIFIC OCATION OF WORK PERFORMED t PIf(VD (N /il L g .ov vt MJ mp7 I�j L,� t ne4W LI�r�S �dtdl,,t� C !LW 6 ii•V-A' i A 1/1114 VW, -.016. C a 0 ‘k 0 NA' Lel uQ ki\-,( lAhlt M),(C 11 Mt t D u it ' (L1\(( �) p.2 . i- j,z 2�.m t ` 6 0.1-- l k V \V 117 I lkGo► m m Q, .Nk w Oscv NW 0 (i\I ) 1� `r l (Qk'c;�. C p'vvo 1 t GENERAL DESCRIPTION OF WORK PERFORMED AREAS OF ADDITIONAL CONCERN ADDITIONAL TESTS REQUIRED? NO O YES ❑ WHERE? REMARKS: ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK ' Converse Consultants Inland Empire �. g( 10391 Corporate Drive Redlands, California 92374 (714) 796-0544 • Fax (714) 796-7675 DAILY FIELD REPORT OF GRADING OBSERVATION PAGEOF JOB NO. .7Z7' ) ' 17(.0-i31 CLIENT <I i4) , DAY -.114<t/s.,.i DATE i b....Icy, c z. „ , LOCATION ,. CITY p•lmax,w pave, . 0� k‹ �A _ r:. , I, .i . WEATHER 01)4�f,`SA' PROJECT ENGINEER Sc.4�;;. ENERAL LOCATION OF FILL ab-r/ 0.., • PURPOSE OF FILL OR NATURE OF STRUCTURE TO BE SUPPORTED S dt llK, ptal.,i`--; ,, MAX DENSITY STANDARD k 5 OTHER i �-LAYER ❑ (SEE FILE). ., GENERALCONTRACTOR , .i +i GRADIN OR EA THW RKCO,NTRACTOR TODAY'_ APPROX. YARDAGE",- ;f , GEN.,CONTRACTOR'S SUPT � 'GRnnADING CONTRACTOR'S SUPT.OR FOREMAN , 'YARDAC,,E MOVED TO DATE % SOURCE A DCLASSIFICATION OF FILL MATERIAL ` ,,a''a `. VA eLifa `..10• - j (p, 0 OANV f f 0 /D TECHNICIAN TIME CHARGED APPROV D' BY S, Q i / I 0 y S � • t I ( 1.:9 YM �riA / VISITORS \ f r r. 1. c ..: , .,'. ` •.:i t„ _s / .. . EQUIPMENT USED FOR HAULING,. FILLING,; COMPACTION(t WATERING, ETC. • tic 1 r6 ,j�1,oe !1 (0if jl( pd c\Q/ , Jf t ' \ • _ I i FAILING TESTS, LIFT THICKNESS, OTHER REMARKS PECIFIqq LOCATION CF WORK P RFORMED \i RUIV0 '011 S1 Q, AV 111): Gi� 06, lay SAS V-_ A oVitia !' A'f��146\41 Ap,I�N� 11tt (%., h�( ��(� (jC /A `y . 77 /` Y '{(1 1{' (`1�+�(` y,�\1,y ` U �1 kA , tyc v. .- 4 6-,\\N Vim/` 4�V'+ Y 4-3 r \/ H IU V `.\1\ \' `•\� ,�..�' 115.�\ {1 A \ `�o� 1�D' S 2��t G,' 0�a.1ibk4 �, 4 ��Q� t�(1 I �A'C l DT\ 'rz� ':�. k), t- q�161�� . ��\\�hl \� C�� °fit \ 1 \k-\\ 1O \y0 �(z 6`� 1. ikv\i octt �� ' AL GEN R,CRIPTION OF WORK ERFORME r `� E 4.00 p'r&' ,9 i AREAS OFADDITIONAUCONCERN , . - •,� ;'.+ i i . .. : # \ti ;t m .. 55 , 0 Y ih0 . ADDITIONAL TESTS REQUIRED? nx�i7 „i ' NO ❑ YES ' WHERE? I V4 1V ILXY r REMARKS: i'i t. (14 ogLi \fia M Iona ks V\T-k-k ►�fie +no\( it\ • r.1 t" 11.1.; mac. ENGINEERING FILE • WHITE CLIENT '• YELLOW FIELD FILE • PINK Converse Consultants ‹V Inland Empire 10391 Corporate Drive Redlands, California 92374 (714) 796-0544 • Fax (714) 796-7675 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE _I_OFJ— JOB NO. 1-44'g-41 LOCATION 4\v+n42,6 6, N /.2 CLIENT Sc GENERAL LOCATION OF FILL CITY PURPOSE OF FILL OR NATURE OF STRUCTURE DAY WEATHER OvnXca'4- TO BE SUPPORTED DATE tio-zsr-qz PROJECT ENGINEER MAX DENSITY STANDARD gl-LAYER ❑(SEE FILE) GENERAL CONTRACTOR Sc 0 GEN. CONTRACTOR'S SUPT SOURCE AND CLASSIFICATION OF Fl LI, MATERIAL - 4, W l Qoc.L , a - (.) . o /b GRADING OR EART WORK OIJTRACTOR C,,P,�o/6•S cam.00.0i\. GRADING CONTRACTOR'S SUPT. OR FOREMAN TECHNICIAN / TODAY'S APPROX. YARDAGE :ik YARDAGE MOVED TO DATE tic TIME CHARGED / /A'PPROyED BY / VISITORS EQUIPMENT USED FOR HAULING,.FILLING, COMPACTION, WATERING, ETC. L/'-hot- I WO�LX M. i/ it\\ VOD(aN'a l P\oft FAILING TESTS LIFTTHICKNESS, O H IR REMARKS `` f rai I au5 ItO b o� Lad of PAWS / E in brivA , t (�:4; r;:� �1� 1 Wert, lot .O1O Y GP,r p� � 64.YY O k. 1 �C Se,v�rtd /� �', tip. �,�� t Q\\ S lk c, SAS 6,etV uc�.5 �'' " (0 $ OR(' r'10Wit\ 1, i(1t \DeccoAe, Ul�h nal" U(iAalt wa\ /%5 5p 111,014'61¢. \ Lb\ \VA1iq PAA- 16' GENERAL DESCRIP. ION OF WORK PERFORM� D ' er\ Naxkti �15vk\. n� 4(ai1�;. k (2)z.Q,01\4 I \ e ()-1 t C r).1( SPECI C LOCATIQN� OF WORK PERFORMED / I \,(t\y 1)(\ SQ 6(I'.j) L N.0 M �, 11(\11 ' �'?- YDP.6'1\ tNil IL" .(hbt V ikIb\\��Q L1ff, P AREAS OF ADDITIONAL CONCERN ADDITIONAL TESTS REQUIRED? REMARKS: NO ❑ YES k. WHERE? ,` y / g. ram` wo /nQ(I, e4 flac ed 4'/. / iCD . 6 'IP ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK .d3 Converse Consultants Inland Empire • 10391 Corporate Drive Redlands, California 92374 (714) 796-0544 • Fax (714) 796-7675 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE. OF JOB NO. QZ•it-45i/bi CLIENT . S( V i, DAY 3Th.Q.5&A DATE to=21-R2 LOCATIONl!�`w' ((XX • ITY GF WEATHER - MA-L u.4 k . . PROJECT ENGINEER �'(.1k. GENERAL LOCATION OF FILL k\DOU ti PURPOSE FILL OR NATUREOF STRUCTURE TO BE SUP 1 n'/ PORTED: S \ r'C LG4e'A.� . MAX DENSITY STANDARD OTHER . LAYER ❑ (SEE FILE) , GENERAL CONTRACTOR GR DING OR EA(rR``TTI��{�W,ORK CONTRACTOR •TODAY'S APPROX. YARDAGE ..;• i- si GEN. CONTRACTORS SUPT Ala • ;,�9�� GRADING C'ONTRACTOR'S SUPT. OR FOREMAN YAfRDkAGE MOVED TO DATE " 1��- ��`5! ,l tk SOURCE AN GLASSIF - t .6At CATIO OF FJJLL MATERIAL Dili wIaoLli , i TECHNICIAN ,,/ E CHARGED PP 0 BY� 'i�(0. , %`' •a- j VISITORS ‘., , EQUIPMENT USED FOR HAULING,. FILLING, COMPACTION, ZZ5 7.35 112 AciL4,o . (Ala iP. ( .-rULC4 WATERING, ETC. x < ./ / / , 755'6 Gard l2acLl�oo 'af6g'7.4 Gtii& �� I'/Abr4 . / / I„ i :y , , I l„ }. / I FAILING TESTS, LIFT THICKNESS, OTHER REMARKS SPECIT LOCATION OF WOR PERFORMED;' Aevotbi yit 12i�� al y..00 . Ann ' ►14WAIN I t M t? . I obti Jai 114 a, if QU.( Gitakio 1,,Aul,6 d4 �� t tl,(lifi w \ �� y 1,ti io: PVC.'" i 0Y6,6l ( C I 1 \--(1v\\k. 01ttutttl, i -t'o ; (o A 6 wJ,06\6,,,. 4'10 Z r /5. 0h\A\ ''t �� cl A A uQ �U .v y\ 4 4(4(0G �,�N „P1 fla v, wi►la��A,k� ,1 vdA Qur�QQ�� 0, d bra :.(AIA , i 4.o�; Wi�l� \ILL P(ki k( .C1 b.?, Zor1 .'t$:.Wik(`t *0 ' V .Q: .\\ilJ Pi``. 11`\ k<a\ ''''''`ek ° � 13\No ..\- r t' '.I�U4�Q \19 \.n 1 rt�l� 1 ��` GENERAL D SCRIPTION OF ORK PERFdLIMED ,, " { , j� ` �� '1� 1 l} \xfo 'ff0O OW Z��tI�Y\ I iu'Iur-4tl o s ‘ (;tou`D (Lc ;to•kxklo . \:11 )(1 ' 6\4., o \( l�r.\\ , .l ,, t&k' �. 1" 344., 'n' A ' �r ,I.�, ail. �' G t � 5 C� � i�it� ,.\ �� ' AK: ot(o(n 1,0c,.� \per�,�-rY\1 n6\AUt, r o �,tia a� i�r� or�( � � is a� �� ,�\�� -�,° \t,��; c��"c. � k��`�;t �� o�c��( �' ��t��\ 1� but o (;a kb,k(). �� bi ok,, , kb.. �6 C . S �� 1�, 2 �'1�3Ct�t� : ,. � i.c:��k vp:(t ha; ovJ I, .i ., Ail i I , AREAS OF ADDITIONAL' CONCERN r� Y ADDITIONAL TESTS REQUIRED? ) "' 1;, �,' NO ❑ YES ❑ , WHERE?. REMARKS: ), Okb1,1:- O\ t \ M. \OV...V4 (),(2 Iona, a \�\>; �hl�� h�C \\\ QtkQk 't b\& ?,i ` 5 it,)"' ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK :ry 44. Converse Consultants ‹V Inland Empire 10391 Corporate Drive Redlands, California 92374 (714) 796-0544 • Fax (714) 796-7675 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE.__ OF _- JOB NO. 7z-gr/-y-f-4f CLIENT .Iio DAY 11 MoC\Xa, DATE 10-16-5-z LOCATION CITY t�\rnE(le.� OA. cord ..' WEATHER Sk.,..hNN PROJECT ENGINEER Sc-4 GEINERAL LOCATION OF FILL o V 2. PURPOSE OF FILL OR NATURE OF STRUCTURE TO BE SUPPORTED SQ•43S LC, \02-0\t7. MAX DENSITY STANDARD ® LAYER ❑ SEE FIE) GENERAL CONTRACTOR Jc 2 GRADING OR EARTHWORK CONTRACTOR Q....R • -.,r k\ off TODAY'S APPROX. YARDAGE Olt GEN. CONTRACTOR'S SUPT GRADING CONTRACTOR'S SUUPT.. OR FOREMAN \�G/R� n YARDAGE``MOVED TO DAT SOURCE AND CLASSIFICAT ON OF FILL MATERIAL TECHNICIAN TIME CHARGED ROV -D Y MCD / VISITORS / / EQUIPMENT USED FOR HAULING,. FILLING, COMPACTION, WATERING, ETC. 27_S , 7,35 :\-°e.S WraRx \rv„ c L / / / 1 1. f. 64,40\04- 1 Int,- , ,. f• rnikl- LOIxAt / ) / / / / FAILING TESTS, LIFT THICKNESS, OTHER REMARKS SPECIF C LOCATION OF WORK PERFORMED Attry p� 5‘()A1., � 1. 6D , me- w�A ►\\. ,�q.-, \ p mla (1 I,1 WasQ.411A.V61;li .., Sawa , l 6, 0(G15 on (k\meek nvi \\ ti L Z�� /Ituk ,De.S, _4;0 Q(i-1 Q: OAS \utitiit(1111 (M (, 4115v NU ' i'i IY\I(\tkt t)Citlitq\ t\tA,Qt 1\� t .v' DJzi VA, t t.\v ttu cti {k\-/A-. NA!vdt cV'\\k \tik\, (A Loi6 ( e) ifo ki Mitt' vV1\o \ •A \)y\ 1." \of)/ c ‘k 41ckuIt. I LAW. ICJ r, c4ghtikl I ,QA\cR{4 s sQ. COI P II\ l,it\ k ima. ( L (1.10, y. WI% 2'' i it' 40 �,G� . ` � t cC � ID vl,t4 �Ir� A. v, D�, \; `N\t7.1, r SCRct-r7., jWO1\ �;RiTIIrl �r\. L�\�sl ki\r \z\ �Y 45\\'2.1 \t Y to 41. \0\\ \ 70 to h) 11 g ,� .., n t ,R c',. , ,, \,I , `�� r, � � I R� � �x�G�1\e� � �' L,,\i��,k ,,,\,, . 6�1 I,o\S - ��o N ��\ � lo'd ��11D1 1Za , � I was :,„ A .� W \r) \i\ f,\l,..: 1 D �o k1‹ vi dare \r\U,\Cs�� \ irk V ��.r[�G�� t„., kt \i\i'w Z vo t c,/,4 (i�� o cb ' .\ \\ \� \')\-- S\\�.�acQ 1 e<,� to{ a 3: q" P c\(\ir,LO/ AREAS OF ADDITIONAL CONCERN NO ❑ YES 1iD �h Ii oDADDITIONAL TESTS REQUIRED? WHERE7 \,vk ^\ ,) qk� \lip REMARKS: 4 4 (Pc,. V," vtV \ \ Loll 1 J 1\ ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK J Converse Consultants �;✓, Inland Empire 10391 Corporate Drive Redlands, California 92374 (714) 796-0544 • Fax (714) 796-7675 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE._ OF JOB NO. CLIENT DAY DATE LOCATION CITY WEATH R PROJECT ENGINEER GENERAL LOCATION OF FILL v�`DOO•Q., V PURPOSE OF FILL OR NATURE OF STRUCTURE TO BE SUPPORTED e.\s Q1( `+C1.\iAV., MAX DENSITY STANDARD LAYER ❑SEE FILE) GENERAL CONTRACTOR C� RADIN(G�OR EARTHW'QgRK CONTRACTOR � �O`n�kly TODAY'S APPROX. YARDAGE hks;\ ! /- GEN. CONTRACTOR'S SUPT �rl GRADING CONTRACTOR'S SUPT. OR FOREMAN \�La��c \k �- Ni\o k Q 4:5� �'c YARDAGE MOVED TO DAT // sS iN(- SOURCE AND CLASSIFICATION OF FILL MATERIAL TECHNICIAN TIME CHARGED P ROVED VISITORSt\\\' / n c� ,/ EQUIPMENT USED FOR HAULING,FILLING, COMPACTION, WATERING, ETC. 2,3> T _v�:L-1Z�.OF% S 5 P7 co m \c,-e1.\c o-e. ,1 Auto rv�� l.,oa.\'C vVC --,tv.( / / , / I. / / FAILING ING TESTS, LIFT THICKNESS, OTHER REMARKS % Q' SPECIFIC kOCATION OF WORK PERFORMED Nik\\) Qk, (A\ 2 �\z o eL'• Op `(\\ \13 \\� .\N.. �2.. \ O\S Q \.11_ Vt\l�( ti VW., Q-h[ 0\/C3 AVI t.C\t 4 oh a\ D\\k ave-- ,166 6 b - oq r,N i 4 71 cimV-\61, \S X ,t)':-u k\eQ' t 1., )6 O %,_� , b< ��\L(;�\\ '• Glob {5� ()\G e)cr4- \' oG III � u .,,, GENE AL DESCRIPTION OF W R PERFORMED 2''• �.me, Gvn@(A 0 C\,(t?\,, \com�C Gr �QkL‹ krvt iko \0$^� (yi\--F10� '�, CD\\4�OL :' 0.\�� v r-- (f' t �k ) \r, \ k o� \Q v\�.\\\\\j\ o)\ \o a 00 p ( b M ` _\�D \ \\.' .: 6& A \<\&' \ v,, ,Z(\e \ e.o) . p.52 ca\<.() kOe. s `oeov2. o N,i it I .c�G!- 5\\.e- c,.,. £ 0 O R PI\ I G'ii,cL"— £ _AREAS OF ADDITIONAL CONCERN ADDITIONAL TESTS REQUIRED? NO ❑ YES ISL WHERE? P\ <\G— (')L \2\ ,L %, S.c , \ k 1 0 A 0 k oo REMARKS: Vc•h CZ OVQ.i• Q1X0- MO V NA\ \N-ALG \, at, to 41, J l\a A( votiL y\r, )Vl c)174. 7.6i'ht_ ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK Converse Consultants ‹V Inland Empire 10391 Corporate Drive Redlands, California 92374 (714) 796-0544 • Fax (714) 796-7675 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE._ OF _L— JOB NO. 72-1?-1/7a1 CLIENT S0 DAY 41,1k0),ai DATE /0-z-z-9t.. LOCATION CITY tic \ 1M CI \ 6„.. (S,v 2 C0 *K "kS %\ WEATHER -0v, hh,i PROJECT ENGINEER c. IA - GENERAL LOCATION OF FILL �A'�) c-• PURPOSE OF FILL OR NATURE OF STRUCTURE TO BE SUPPORTED �5 S � VJE � S(I�CA�� j �, I.CI A. MAXMAX DENSITY STANDARD aLAYER ❑SEE FILE) „.-------- GENERAL CONTRACTOR GE o RADING'OR EARTHWOR CONTRACTOR ,�, ��0� TODAY'S APPROX. YARDAGEf 14 'i'c GEN. CONTRACTOR'S SUPT to A GRADING CONTRACTOR'S SUPT. OR FOREMAN 1.d:r<1 - mfA' 1)0a YARDAGE MOVED TO DATE rl Pc RCE AND C ASSIFICCAATION OF FILL MATERIAL SO�Urj IT/ECHNICIAN TIME CHARGED P`PROV / Y 6' / -// VISITORS / / EQUIPMENT USED FOR HAULING,FILLING, COMPACTION, WATERING, ETC. 735 , 225 eitz,NL-v- oes , .7 6 s (bc2.- X \pC-C.-V-A\oe //_____/ I 4(p(n � c'(6.0 L hats.. `C i / / / / / FAILING TESTS, LIFT THICKNESS, OTHER REMARKS SPECIFIC LOCATION OF WORK PERFORMED \ IS.`W1 0 5\e-oo 11 ` � 4S .• � ��n. Y�(1�� vJ ��n �,� �¢.. \ a�Cfiet�,� � r�t�ktc��Fe\' kpo,6 e:k\, ../.c� rt\N \ i � (a 2 , 1 D N v a \ )ht.o,i, � 4.(kl f �:( �oc0 \\\ c IA/ k 1\. if, 1 L r rKLQ( ail LG..00�Ce) 6 c c�A`u�. �J fk\si<\ b\\ w 4Q\\a\ \\\\\ iY \- ot, Qi o e� o (R liQ)\•\\ rEA 1 \ a\Sv i� z(k)(� 11°\ "l \ �v�ae �ov.‘4' \ h\111-( �A ln�� ckX (1,A It \ VC,- l `-- tNm IG,‘\(k,,1# ,t r_ ev)Q„‹ LG.kQXo t7 t\ \ h�t\QY.\A. w1Q.. 44.t( ft\��\ c \D��Ct\� f�'l\ 1,( 11Z�G,,c : Lck\e,) k 14 O G GENERAL DESCRI TION OF WORK PERFORMEI94 co& 4 I �?koLot, SGG 0 G.k ekoSCX�A L0\Q. cku(o Q\j\CQ\, & tL 0( 1j1 i \\�ut) SCkzLfkaL t he \,�.e. rt‘c,,aR,t,u\ a�ovt .I, �'�-' -��..,,,;. c. \\\�c\ CAS Lavo,��! '',fa\\ WU. ' i �� IJL, ` v\o\Q,'(t ,, Wi\\. zI' �o6i, �! (\Ivy VA, I'D ‘\�� `k\c\� .d`�\S".6-14 V b \_ rr\b \M: c ASL\ Aid-, (,u .t1(6,\5 Qvk I, oi; 113 11A 4, WWW , A G1co n 614v4, piv 14 "I`I \it: (&\z Ivv ‘ANZ 0A �M of 0,5 '� 0, \- 4 % bp . W �� . 1 l,e, (5'1\, Ifi\liPrit__Natn.. '\ . AREAS OF ADDITIONAL CONCERN LLAIN. 1,_ - /l:ad -IZ:3J n/pd-VvrC — 6'.6v /v ADDITIONAL TESTS REQUIRED? NO ❑ YES El WHERE? / �� luau t' l /a V' - REMARKS:) 12_, 0 C i5OL. 43P)(• \n \r <u,m AS I omf rnt k\.(A ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK Converse Consultants ‹V Inland Empire 10391 Corporate Drive Redlands, California 92374 (714) 796-0544 • Fax (714) 796-7675 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE_I_ OF JOB NO. 112--1-1454"t CLIENT F� DAY i eN\-e., DATE 10-z,,(Z. LOCATION CITYWEATHER IIN r 1. PROJECT ENGINEER •. GENERAL LOCATIONOF FILL MPOV C. PURPOSE OF FILL OR NATURE OF STRUCTURE TO BE SUPPORTED {�S" il � r s Ex �(Y�(�. c)".. MAX DENSITY STANDARD Li LAYER ❑ S E FILE) GENERAL CONTRACTOR Go GRADING OR EARTHWORK CO TRACTOR � ��S�Y�,yv.. TOD Y'S APPROX. YARDAGE a� // GEN. CONTRACTOR'S SUPT 14 a GRADING CONTRACTOR'S SUPT. O FOREMAN YARDAGE MOVED TO DAyE t\,Q,\,�'< - V ALJZ. p c. SR\ of ,J !ice !/ SOUR? AN �L IFICAT�I'O l OF FI MATERIAL \ 11 Ili TECHNICIAN / TIME `CHARGED/ ...APPROVED I CO7 1 t\L� / C VISITORS / EQUIPMENT USED FOR HAULING,.FILLING, COMPACTIO�JJ, WATERING, ETC. 2 �Czcsl-etc \--o1C. )15 ' & baLet.INo ., l I / / Cl U U e (641 (ntt ( / / / / f-ILING TESTS, LI T TH CKNESS, OTHER REMAR S T7/0.. ,� � 6 t, rod v��, 0\1., A ‘�'��Q �o v 4;(4 At, o � \it`' icti ` (4\h b \r�v2;tvb. � b ' S cG- • \ NCI.. 0 O 4 0b (Fs( D /► /�.0 /t ,�r 4I` O `kt / ` , 1� i�11IIVSPECIFIl,C �OC6Y1 -. a RKu1fRFD C O"l'\ t t 0( I�I`�A p A 1 Vl, V S � �{C J✓� ��[t� �''1`1\ �i Il \ ��`JQ tV�-1+ �U1 1��Qe1 V\I�r ��G��1`' .'7-, 12.'4c_Vb. IVY 0'A t YI\tt\0. Nv4, OA 5\t,..1\A 1 -OD . \4` 1,k, r .k,\\\ 1cf/ (0. , (\W % (1k \& P_. IA� o&Q \` a\bve, sRa \AQ,r � -e b 411k,C'' 4 �S (,r\oi,( e, ((�\ \rf� h�V� a ckfi tht\o/,ex- \-xr(\`' ` 9K u Ov i2 ,(k\)oNt( 24- V CA\LV V\ \\ ‘ 2)`I.\2 e7\ee\ Q\Q-4-.0'\11(5,C Cfl •3(\11' cEPi ES I \tT(C(.4� t E�� ) ik T9�1 b j��] iU`I /1„(q� �(�M710 �\ U�� \� �a SI,1�\V� � �V � t 1 V `I \\ (\*()) a -�,0 e 904 \ h(\ '�\m�vvt�, kvIL % ()'(v I,VLQ ttfil -\v� BOA • 0 (n n ,» W i‘k\tP) V(/ \M.' \C\M-',Q, (4 N\'aN k \o' (-Q>tk\)49«1,A CA4-0— ektw\ .t1),A141.13(0X 9,\/)) 0 NI,S 6.*k\f , IA, 4 1 \N a t'-\.& k0 (OA off- C60XU ° 0 � (\\U-q., k 100,06 fM V )-,11-CL ki''Mg9iskf. AREAS OF ADDITIONAL CONCERN ADDITIONAL TESTS REQUIRED? NO 0 YES 0.. WHERE? . \4,tk \0 10 I, 00 ��`ci\4x�U� Q \oak S . \ kl0 4. REMARKS: r) \A U� \L A0( toy \N\ ‘`)() (-\‘LC�\� AC IAA (X4 k \FAQ 'kV\ Dt6Q, ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK Converse Consultants Inland Empire 10391 Corporate Drive Redlands, California 92374 (714) 796-0544 • Fax (714) 796-7675 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE OF JOB NO. 612 -gl•-1111-v1 CLIENT Sc'o DAY -r Q,s�4,t DATE 10-2-0-11... nLOCATION CITY w�l'C p,6 C..- p,J Duct,-v.o�. WEATHER S �ct�� u. .. PROJECT ENGINEER C. 4�r GENERAL LOCATION OF FILL N�J�+ PURPOSE OF FILL OR NATUREy�/OOF STRUCTURE TO BE SUPPORTED \g,l CjQ}j��( ti�\Q\� M7AI X ENSITY STANDARD I1LAYER ❑SEE FILE) GENERAL CONTRACTOR IjADING O EARTHWORK CONTRACTOR TODAY'S APPROX. YARDAGE . GEN`tONTRACTOR'S SUPT \GRnA.DING CONTRACTOR'S SUPT. OR FOREMANn` YARDAGE MOVED TO DAT V SOURCE AND CLASSIFICATIO OF FILyMATERIAL -1 " i - S t� �l c,,,� ,,` . \)..)\ v oc�lc� TECHNICIAN TIME CHARGED APP OVED B W� � � % VISITORS crx\s,ox.o. \J c,.� Lorcivr .� i I EQUIPMENT USED F R HAULING. FILLING, COMPACTI WAT RING, ETC. 235 -�(6_c Lva e- 15; OC `�l\L\,0( 1 11v, 6i66� c'cof � i.(�ftic�e.(47 / / (q-30 / / !/ / FF�ILING TESTS, LIF�THICKNESS, �,/ % /�,�/ O fir;; (I(l� Ij11 ER EMARKi r� ((- t ' hQll�41 pruo� 1�� Y�ro* Q �I�Q,� S�(L\c\0 S k 3o q 1' D 6 h i\1`('f! 0, SPECIFIC LO ATION OF WORK PERFORMED- `` bK(\k\12- r,'N �\\<.e; GtX q•.DO I. 6,1\i\- \\C•P\ \1)\\\ ,`ci. i \ 0\oc,Ocv4 \, (ca\k4‘l\1/4\c1. \hoc a,\ Q-q_c_or lnn & ( 4-r,V,\01\. 4S klDD DM \*•.ox J CA II 7 N$1\Q_Sc\ I , G \c S\c cka.CLe 3 \ t `` 213uL 6\Ri{ 04- \ a_\Oc' Q k2 - I, VIA \Lc 4' 1\(tV I\JQ- McLk0 ' it AS �I�orax t)2kia` 0_5, 0A, W�� V2j \J\\� a 2.- 106q VA\ IN ,6 . 6 a wick, GE E L DE CRIPTION OF ORK ERFO ME �� \an b� \1) . %ac.V,c A oQo rc\� 5 1,,x\oocQ1 ,s6c, scw..\\ UJ,\\\\ a ills)(al s ca \ ci pQ. p �t oAQ & • - o -1-;`\c� Mti� �� I E- \A Xtpnti , 41&,.1/4 \'� .1.) i\b) \y)\ 4 � (k \t( 0. Al��r. nMIi 5 ci1).E ko . 1e\p, O, \'c\5 \C LQ- \0,;( \o! 04 Ag,1,9,, , i\41014 h6(0t\(-6 LtpA\\ Y ak" k:p \k � /.1 (`� `,o,C ote- N � 4(\ ' ,Y4 o4 Q, \tL L -�1 4, l3 Qi 1'Vi 0.A. �. yik tXNYI\ (�V(LDL � \ ` 1•. o \�!�(`J ,\ \i�b��q. rh " *J�R'l Va�'l� ak \a • A 10 , \', (i,69-i rM„il I��,1 � I' \t 4� i 01 66, (;)(0, �� 5l l,aak\\M Q \� 63(' Spa, a k 1D•��!��0\i(� \ Q X ?�A\ }r& G�o'N11 k GM ° k1r AR AS OF ADDITIONAL CO ERN I. I hAnE roF 4�-.0 �\ .�� k cm\ty, an�� 1fa_Q.i\ a1. i� 10,1\go�(oi G CC 6 = , �, 1\0 f i,41ck ! 4 -61 \ -t 9L g (L «e k o 0'1(i \�\ \Df �- . \ \c(; �0Q. Ii, S'. o rr— ADDITIONAL TESTS REQUIRED? ) %fin " n NO 0 YES 0 WHERE? f A ` REMARKS: A Ql C�,�Q� 10_b6... 0‘1QA 1V5 \q\fl a) k 1vtt ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK Converse Consultants �✓, Inland Empire 10391 Corporate Drive Redlands, California 92374 (714) 796-0544 • Fax (714) 796-7675 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE. OF JOB NO. 1r2-.5''/-5's-,.., / CLIENT -/ fir DAY // /2 itd �/ WEATHER/ 5 ;,t.,;‘,• - u rr .il/ DATE / /09/z PROJECT ENGINEER 3 '' LOCATION CI %'/f//rMM /vire cDa, -a.. GENERAL LOCATION OF FILL -L• PURPOSE OF FILL OR NATURE OF STRUCTURE TO BE SUPPORTED / '' _C-,e /r /irMM/;? MAADENSITY STANDARD Q LAYER ' CI SEE FILE) GENERAL CONTRACTOR 11 GRADING E?R'C THWOR ONTR CTOR l ��D�SG a� TODAY'S APPROX YARDAGE W,f• GEN. C/O TRACTOR'S SUPT /w //'T GRADING CONTRACTORS SUPT. OR REM N X7•" ,/Q 7e -1pli 5 -'Y YARDAGE MOVED TO DATE I Am - SOURCE AND CLASSIFICATION • F FILL ATERIA / ,Z- /- S, // f6;� CLASSIFICATION 4 TECHNICIAN TIME CHARGED PRO . D Y� /%772 % ? 6 A VISITORS / / EQUIPMENT USED FOR HAULING,.FILLING, COMPACTION, WATERING, ETC. ..5 ZZ S -122G�L 0 5 / /. 753-4 Fore/ he' -/oe / / I.! / FAILING TESTS, LIFT THICKNESS, OTHER REMARKS av2-�- //1/11, D/I 11//perm: a' VI 6datei1 -,1, /t 3� s'.i b4 /gal ,kd4, m� SPECIFIC LOCATIO�RKPERFORMED • I/// 'J � / s; 4.-� a-/ �r:- a,, a.,,,,.. .-t J /7�e.//l Jim ,, / ��4e9'(i/ e: Coat_ 1�/,- , ‘4Z, ,,4,-,--L -7 - /.1C, Gliii)jif i)//e/Z D c i r // ( ; 06/".-/ri (er-ied/ 7/, . /(uLE:6, -r/f `' Itioci afie C / / (21, � /B' ` sQ( J� 'TG !2 7i106r ba C-Z1 i�,� gQ al Ala-bi/4 / as 1 1c.a-91:4-VC ,�7,/* / (///// 2 //hie Go.iec4' -/o /�.�- elENER 'L DESC IPTIO O ORK PERFO ED • f(/ I Gt/Z ? 2 t ////� o�/a�'A-1 orrs � 77�6.47 e-e(g ' �'( 4_ -L rvi 4/- s /4 .7 x 12 ,cia( Ake c/.2./ o ..Gl,.-,4( A%,/- . -GAD -,ir �,1/ get :4" l' . kitl � itt 4f ( ' �,,,.A .4.a., C„'. , .�; ) /„/ r( (i/7 1'! 4�P�)-« � -6 u� 7 4', (/1/T 7/'4 ' 7 /G S d//l / , / %P r(ir j (71 /7�% ` 7°.0 /--- /�/ AREAS OF ADDITIONAL CONCERN�\NI-r1\:1‘A\ ADDITIONAL TESTS REQUIRED? • NO 0 YES ❑ WHERE? REMARKS: Le E (03Jd4//f / n 6144-4/ d 5 7/ '(/ 4" 1.4'/ 41,l%i;I2 P ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK • Converse Consultants �;✓, Inland Empire' 10391 Corporate Drive Redlands, California 92374 (714) 796-0544 • Fax (714) 796-7675 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE / OF / JOB NO. 1,ci-ysea/ CLIENT ,l�® DAY 4110/4 V DATE /a-/z,-9,z LOCATION CITY 1l/7 r'i4 Arm �� 4- WEATHER s m/ ."y/1nJ�., PROJECT ENGINEER Sc,1 GEN RAL LOCATION OF FILL ��V�* PURPOSE OF FILL OR NATURE OF STRUCTURE TO BE SUPPORTED I ...?gel /t ' // % ro� ND MAX DENSITY STANDARD 0-LAYER 0 SEE FILE) GENERAL CONTRACTOR JJ GripIN OAI?RTHirRtK CcO TRACTOR TODAY'S ,Jit' APPROX. YARDAGE GEN. CONTRACTOR'S SUPT GRA ING CONTRACTOR'S SUPT. OR FOREMAN n�` YARDAGEJ�'MOVED TO DATE bi- SOURCE AND C ASSIFICATION FILLATERIAL ECHNICIAN TIME CHARGED APPROVED/7 / eiri VISITO/ S ,c ' �� 4! /dg, L: do ti VIA-- 11 , b'r re, dik„.G t / / .EQUIPMENT USED FOR HAULING,ILLING, COMPACtION, WATERING, ETC. 23.5 2z6-- -- .4.,i. lAoeS / 75 cdrel A d G .96' 6 t- ,' 930 cram - (,...,fers / / / /A,ILING TESTS, LIFTTHI KNESS, OTHER'RE RKS • // Z 47. � d-,- - e's /%' /// 0 0z...�,, / &17p.A-7*)/°' te,C,Gn/`%/ o/7 52aie.o lQ" 77h// d vpe ?��ia 75 /-/ i c' f j / 8a 6�i- 4 //4t�« /41/c-. SPEECIIFIC_L�7OC/pTION OF WORK PPRFOR%+ME �J a. % ( �j //� y Jai 4/ / i/f/i .0 /1 -5 ./ T'f' "i �// •i (.� "� N ` e m`` mi /� 11 t/ / 12 1 / as-en/el 66,/f�': // �-�%�Y /iEdr' ,lot .0(6114e hrt e3,7 /6- r' S:eGu G/' iv.tf 7 67A .574w/A ,4 , Q‘ s- a'4 0 /Z a , t Mfir/ /Z'`--i`,�' /77-/'76/ Of Ac.2--i/7 9/6b.,C/ o f ` Gaa 41' /0iezS 3/`' 1/ ifi,tk 1 4 dr/e 'iippe ((/�) -(lies 9 o6- 6t. ///S /1d-1/ve . :10—/7( aS %,owar fA�/Q yip' .� r e,, Xe ltNelLe., l �//7J,zil"a rarr (.Ai er f e-�� d ENER L DE CRIPTION OF WORK PERFORMED / // / i f. pyN z "X /.'' 9'��t / ��l i�D7%�'-C / .o ci;,C ' �� ' 64 j/' , , / 4,S C/d /LI p url -eo co C -d -(i' t-c it Gv/4 zzc ,e4v-Ltoe tvi/k 141(didal IP a // 1dt.Ce- / L a" a (1 ,, ad.l4 5;e �/ lie S /(16 ac 4 t. re-41., f A T Q l v`C., / /'Z - C6:, //�. 4�l4- -t' 4/ (` g 1 /..C�. t A/r.. `A��r f,,' Cc- s-h�, , b 4 fo ui7,,,1 r// / (r�:r . 4'� ri,t i G � 1 �" 74 JS"/ �k Iw'2 -A e 5II id rt5 - ,r /4X , bc415 b c� . IN /-1 L \-,iJ I.11 _r.,2,,r;,c 1. cL,v,..A -a_crnPorar ' r6fitike k(At 0°115/tUct4 oram,i oral( -6Y C.e-ru 4 41664 4Ve .. / 5.I/' 4-4 .?•.jp,11A . r, '. ,41--` AREAS OF AD ITIONAL CONCERN / ADDITIONAL TESTS REQUIRED? NO 0 YES' WHERE?4r 8.13 l/�PI'lm Aug /P1 if '1 ; {/kIio7t ' /4, 3'a _. `. % -/' (weir // /11 6 Fl11 aS I pm as 7 / e / we, Mg /,/ 12/I2 f 4 REMARKS: 44 ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK a! , Converse Consultants ‹V Inland Empire 10391 Corporate Drive Redlands, California 92374 (714) 796-0544 • Fax)(714) 796-7675 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE ' OF JOB NO. ?2-,/-yS-e-o! CLIENT JFO DAY I vrtd� ,/ DATE �� tS yz LOCATION CI Y _ . g�/�1G//�. A �2 b 4...._ WEATHER l GUe/G 4 S� PROJECT ENGINEER 5'6. r-1 GENERAL LOCATION OF FILL ,a4v� PURPOSE OF FILL OR NATURE QF STRUCTURE TO BE SUPPORTED /8 " Sewer' //Y/2r MAXmDENSITY STANDARD li LAYER 0 SEE FILE) GENERAL CONTRACTOR R}1DI O EART WORK TODA 'S APPROX. YARDAGE GEN. CONTRACTOR'S SUPT GRADING CONTRACTOR'S SUPT. OR FOREMAN f,-1 trc YARDAGE MOVED TO DATE I// URCE AND CLA//$$SIFIC�ATIIOJ�/yOF FIL MATE IAL //'//ATECHNICIAN // TIME CHARGED Z-AP ROVED BY ?. a r VISITORS / / EQUIPMENT USED FOR HAUL�N ,.FILLING, COMPACTION, WATERING, ETC./_____ 2�� ZaS T/�c/�oCS r .4 g', 966 41 fro cfora Lae, fie / 7(5- b A;ia/ Az el/o e / / // / / 1 • AI LING TESTS, LIFTTHI KNESS,OTHE RE R S flI LING / T: A/5. THE7 /� (w . //c o ��vel -Gia� ,6.�-ri :C 44,6 SPECIFIC LO ATION OF WORK PERFORMED / / !1///i/t In 6/ 6" a -re 7. 70 G-t.,�- rn - u/1�J �i r R . / dicer/4/ dortr iitele✓" i s h x'1 /' / ' / 6 " S o er Gvt as crk o n A/flMi 4 4,/ .54_ , .r. z s, �/I//ir -i�/r /Aefio ��/1ve ,W/ ( ,f f.Sa C' K//:�' fr 6 , , 0 "/Z ocl / (4 hz fre 'len lam'./if na ii /t /( ( 95 /4- b,.-e - .9ftdi s 0.(1,//4/ m � Z'' Ayo a/ -4 ,eg 1/ im-4 -ik.I 4 //z°r ,.Jt-15 -ii t‘ 1 /,/,�l, 2" x /�' S71ee/ Pi/e C'z)//e - n/ izd � S ,-.-e- GENERAL DESCRIPTION OF W RK PERFORMED / // ,2 " A as e /i,,,ibu i-rL 5%4 - S �z- 15-. o Gad l .f- ,h4 � 1.7dbl ' � ,74(L 74 " /26G /2.. 6-/.G,Gr si D( - Y IL-G),, 6.6vc / n-) Ga-7z -lt' �Y �' /4. r� r411 /-) OIL -'o 4 s 5 .-6--4,t Ga (J //o ,,) 2&x-1 a P4. ee' e1\orti- , � /��,,/e/_l9''7.17`A' y, qr 1/ ' /ri pip-7.on� , ,%�Gc,,,,,,,,„ 1.26 6 r a �,-4Z oC i.f,7o/, 7,,,„,,,..,, Opt_ / zP G//�il Sfor — f'.�nC 6,- o-r-d Cr 6,),t ,raaG� / r/ r�a- �`n�/lj GE' a 1ota4 L 44 %bi/c-- y',L L. / L40: K-I . /". (' g-/ 3 : A , /r4. i AREAS OF ADDITIONAL CONCERN a !� A ,C,R11 J ADDITIONAL TESTS REQUIRED? NO ❑ YES WHERE7i/N //t, n 4,,/`/ir / / 4 nO i ethief REMARKS: t /TL4 / . aei gal 2Y to /1 //i /x-rd as Cd/19 a / -at/ G►/ere 461 oh? G r / ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK Converse Consultants �;1 Inland Empire 10391 Corporate Drive Redlands, California 92374 (714) 796-0544 • Fax (714) 796-7675 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE __ OF JOB NO. qOZ - ei- t/ce 0I CLIENT tl r 0 DAY Min SJw, DATE Jo --/ Li 'yZ- CATION CITY r!iU%QtiIt/4fd �a s1 a WEATHER fP'�C� PROJECTENGINEER 7/ 6 r` GEN RAL LOCATION OF FILL / /I6dai PURPOSE OF FILL OR NATURE OF STRUCTURE TO BE SUPPORTED / e,, se./ wee 1Tht A MAX DENSITY STANDARD 51.AVER ❑SEEFL E) GENERAL CONTRACTOR GRA�NG7y/375 WuK�0� RACTOR (GRADING TODAY'S APPROX. YARDAGE GEN. CONTRACTOR'S SUPT NA CONTRACTOR'S SUPT. OR FOREMAN /,�etiv YARDAGE MOVED TO DATE - di Ik // /) SOURCit Cd't/ d IC IQN OFL MATERIAL Al , IeCIJ�CIAN TIMoC HARGED/ ,-AFPROVED Y VISITORS % / EQUIPMENT USED FOR HAULING,FILLING, COMPACTION, WATERING, ETC. 735 I ZZ 6". 7(n.L L,& l (o1o,, 6110[0L ht44%i4- (aa l5 / / / 155 A ,d te,64Le / / / / alILIN TESTS„LIFTTH CKNESS, OTHER RE`�1ARKS �J / % �/ �1 / �/, ��> / �l i7LI,T.4- Pr TZf , %O ER/7 ; /ii,✓ �C� e'.W /, mthi ev 4/.a %/ t ,l%t .��[ f� 6TTi- , 7-P .pi elnd - , '421' 7CI9C7A1I0N F WOR PERFOR EDr,i-7 a-f 13 0 a4,c1 gW ho:11 ,J/nr E . / 0 17/�! r4'4rshr licc/ _.ewn z 'Gavoil 4'-S-�44/r .//zs� ��t sewer rail ,// /Netia ,eve, o61,-�/ ,.-�,' ,l �ofl/iG ,-,e / o-A,,��/' 9l,,,vc' Iha>4//,i�v ,4jd/RR zQvi<'e�'h (A4,4 // �e 5" s/4 f/ c6/ / /a e/pe -aei7 d' i/e /1g i -4//a G qs r..� / hre` /r///f a$4[ �// K/ Gl/%W a. 2 " ha e &rlr' ' A, i .er GENERA DESCRIPTION OF ORK P RFORNI1s g2I / - �i�ir� 7/ y sir je4 e ee d /%f/< ihe 1,/,-"he hse (e/i � 6., // 2 :' X /2' � P� fiee Ger,-L. , dec 7zd , /./, Cori-&c r es(cir w.lei ce 7 , ;;1 pip-e O ca . ,c--/Z S Goy A-.g %/7 � /o 5 4 71"; CJ' 67/ /,- /f- l ?c./ /,/ Sled/ / iiI ,z/ 1( X l4.4 /// /,f� // Cr,'1 c( 6:6/ Gf, LG ' (� -4(as ,/ �� 4/44e.14J 1` c. -�/ L . \ Leak S\ ck 3 �.� o sr,/ //- t` l AREAS OF ADDITIONAL CONCERN !1 I t I , ADDITIONAL TESTS REQUIRED? ? I i NO D YES Os WHERE 4M9rl ll r, b /, dh . ke, 1 6' './. 7 REMARKS: Jo ei d .o/,d2/ 6 // /7't r//74'.f Crrn, a5 ie.y Guf//Z /w /1'7 ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK Converse Consultants �;✓, Inland Empire 10391 Corporate Drive Redlands, California 92374 (714) 796-0544 • Fax (714) 796-7675 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE OF JOB NO. l�-�� <%S = o t CLIENT �� P DAY ` �(>tiQS da\` DATE 1 b -. 13 - 617- LOCATION CITY Q.\rc\o�\a- ��1�- VDrkr c... WEATHER n11Pf6a -GAL PROJECT ENGINEER S (.4.:_ GE ERALL` LOCATION OF FILL ��1� PURPOSE nnOF FILLfORR NATURE OF STRUCTURE TO BE SUPPORTED \ " SC ��\ \�Ll,\� MAX DENSITY STANDARD SAYER ❑SEE FL E) , GEN AL CONTRACTOR _GRAITO..REART\lNZI CONTRACTOR TOD, SAPPROX.YARDAGE /� GEN. CONTRACTOR'S SUPT RADING ONTRACY\'OCR'Sh\S`UPT. OR FOREMAN YARDAGE MOVED TO DATE Sr NDC�LASSIFICAT`IOtyOFFIL\MAtT�ERIAL TECHNICIAN,D/ TIME CHARGE4ROVEBY ii / VISITORS EQUIPMENT USED FOR HAULING, .FILLING.COMPACTION, WATERING, ETC. 235 ,ZZ5 'c`(acoe I / fi / / F TE \\ IC1\" O\1Q'RE�r(�� Q WC( `L,c c..� b�\��,�� 5 ,, . k30. lz5 SPECIFI LOCATION O WORK PERFORM D a«\\� r� e= a� iei 64 \\\A oc,,,\ \ ,,.., �. \ \AQ,01Q �o4i Ur .\,0.• \Q o O^, P-1C-0\10.\'mC\ 0\\ £ Q\t)D,`( ri\6:M pC\ 'G\ \t '�\'�, CSC 4 . S •-)( N\\,,kk5 NN, DC \CW- CNIt4,'A\\k \CZ-\ \ID \V;VOt U4 °\ Mil) (44( I)\Cab 1 . r/ s I 4c it cock. I I 0 \id Egio q ,•\,442..... k.....\\0.\\ \sp.\_01...) Ic\.,.:(,\\_k vck\t\ k\i, \ Attg 6.3T1/4:\t„ (,),4 ,%\ ' t 0\ `\ \' 6)i\ �C \i �\AK( 1\ Vk\ ��J.A. \.V\\ ��e'' 1 �C,1w` L\. �N \1 \� 't, 1"✓ L DESCRIPTIONW ,F K 1 `MCN-Va-- \\37 !i \ \) c PERFORMED tt k i 4'Q\ •CtKCZ "IL . �14\ 04' '"\\ \ -\) t A� �\\6 . R4 (),\ \9, Q \Qk (\k cc)c\ok\ k k 1.S (cap- k .CA,c\ oO %)% r ..'& \� .\kk \ Q_C(Sc. /-)�1IA\ V(\\ k 0 TA Gn\\, R\6 (A k \(NiA \9 cM Q, 6,'(O \,\CQ ,.4,,QbL\,A,'4(c� .(-A , L°(41 \S)b\Q{ Q N'\ A k "Q-A\c\\ V\\4�� 5\<( \ ki,o 2 k 24 p,\\ \N\4 k t tkQ< L f_\, S Q G\ -g: s 5 gam. v %)81- AREAS OF ADDITIONAL CONCERN ` N ,\ X ADDITIONAL TESTS REQUIRED? NO 0 YES , WHERE? 9. „ p t�1�` `. - 7,5' REMARKS: 7 r6L- N vo`‘ 6\f- v.bv\ r' 5, AA1\ \w wad It") • U \ ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK Converse Consultants ``✓� Inland Empire 10391 Corporate Drive Redlands, California 92374 (714) 796-0544 • Fax (714) 796-7675 DAILY'FIELD REPORT OF GRADING OBSERVATION PAGE OF JOB NO. 924/-`/S�Bal CLIENT SC� DAY iY�f �� DATE 1 O' IZ- yZ ( L,OCATIION / CITY ` -1'\ WX l� 4-k/Q.. cbn O Vim► - WEATHER' tpq - o- PROJECT ENGINEER • S c t GE ERA'Lt LOCATION OF FILL V�+ PU HP SSE OF FILL OR NATURE OF STRUCTURE TO BE SUPPOR HD 1 `p 1 JP V WJeV. MAX DENSITY STANDARD ,LAYER ❑ (SEE FL E) GENERAL CONTRACTOR r`` GE GEN. SU PT il!ADI� CON�T�A OR'S U�PT. OR FOREMAN YAR GE MOVOED TO DATX. ,1 N - 7 S R \ ANI \ S CATION OF FILL MA TEL TECDHNICIAN TIME CHARGED PPA V Y / ----Ji VISITQR� HL V Y\W / / EQUIPM T USED -`�FOR HAU- ING,.FILLING, COMPACTION, WATERING, ETC. ZSC a-14 - bL5 / / (/ / / / ./ / / ILIN TEST , LIF HICKNESS, OT ER RE ATiKS V,,. '� �(\o ( \�� c..,,cwoG6c ..sC (1/4e\c \... e\tk 0... 5\,;tit_ 1)�b -t O c ,1 RiC‘I\FitC, LOCATION qF WORK PERFORMED \ \ n t�z� G� �', o� rAA Qt \ �k, ()\% ' & �1 ' \ A,( 4k4 _4.16 O a �t \ 11 �, .��v(\.. � �� if � �� (t i& \ \� �c,\�� \o��-t.� ��c�. .Y \ J cube Q�\\��o„�',.„.\ \,e�� , \ \9,,6,,\e, 0 ,c,„ K1i, .Dv\� 4A6\6 k\.'(\\k ,t)c, \tfk (<,k\\% °* \1/4Na\UW.) NL) \AX)a 6.)\ k.) \$k\O'kkb\, ‘) \$\\ ``\ V�\z' \itc:(1, GENERAL DESCRIPTION OF W1RK PERFORM D ', C- h 12'\eke \ Pip-, \ \5`� Q o \N\-D\(\\\\ ��\ ‘ i\(\`k tQ),1\ct5-,\N � (\,Q c, \(a Q0,0<l\ koi i e k' bu4 D Qt\CV* -/ \"Q k AREAS OF ADDITIONAL CONCERN ADDITIONAL TESTS REQUIRED? NO ❑ YES IL WHERE? REMARKS: N<A, • nk;, ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK Converse Consultants �;✓, Inland Empire f 10391 Corporate Drive Redlands, California 92374 (714) 796-0544 • Fax (714) 796-7675 DAILY FIELD REPORT OF GRADING OBSERVATION JOB NO. 9z-f4a5".a CLIENT Jae DAY I rod ./ DATE id •s- 9z LOCATION ;ITV /1///fia 41/e 1 Gff dfd if �0 .St 17- ,. WEATHER �� PROJECT ENGINEER Se ti' GENERAL LOCATION FILL PvQik, PURPOSE OF FILL ,OR NATURE OF STRUCTURE TO BE SUPPORTED ' 1q,1i SQ u.),Q, `v \(ANN MAX DENSITY STANDARD El AYE ❑ SEE FL E) GENERAL CONTRACTOR �ADIIN REA THW RKCONTRACTOR TODAY'S APPROX. YARDAGE GEN..\NC�\ONTRACTOR'S SUPT RADII\NG CONT ACTOR'S SU T. OR FOREMAN YARDAGE MOVED TO DATE AJA .,-----.7.- - SOURCE AND CLASSIFIC TION F FILL MATERIALS \ \ T CHNICIAN TIME HARGED REPROVED Y' \ gAg 3' VISITORS / / 131) k(N`\ neEQUIPMENT U E�D FOR HAULING,. FILLING, COMPACTION, WATERING, ETC. t?. �,w�. MID �i(�nnc ot��>!f / / . ,�loloL / / / / / / FAILING TESTS, LIFT THICKNESS, OTHER REMARKS A SPECIFIC LOCATION OF WORK PERFORMED ..^ iXit\A\ p 41- �� 4'. n hk r►,,�\� +6 `9 )\- S \ b\�k\lk .\\') \th k \\ ACV ti4.1, ... \ \�\ D z,473- 1keo dR4\-t\6-��, p4RA �y `t�C):. Dom\ \� i a•\\\ ‘\t\. , A\.) �4lt\k( 1� S\,9 \ v\ \'y\Y6 `\ °A).0 (OA \n'\➢�5 G� �G:o��.( 6V ��i� \ ti�1\� 21� \\ ,� �l�'� \\D it-iA -13 o� Si P a_ --I" Az: 3O Ct,vd /\-i e t c o, th M4 r k aAJc( lm GENERAL DESCRIPTION OF WORK PERFORMED 4)1, , ,- c, "L.) r, to n1,4,,o r o eci ba c 1 < Pi/ np,./-G 7/, s b L- - Sl-e 2 4-5 40 2 -- 7< , Pc_c�L� . i \ .prc P_or CoiJ1-4,3vec( aS e/l+,o,e� 15 a_i�Ve . I'10 cie,�si1- -i-es+ LJ(�f'e.- per �o /0.4 ec a..i- ill (s 1W v�-n(e . doe "ro -i-� c l a r� - a m. � C e. c k. pka c eel do r, �� tThc, e k -, /k ,,,,pcte.,1/435 . AREAS OF ADDITIONAL CONCERN ADDITIONAL TESTS REQUIRED? NO 0 YES 0 ''; WHERE? REMARKS: -61\ Uk 'Al kr,.' 0\1) \fi9„ \.)\ � t ENGINEERING FILE • WHITE _ CLIENT • YELLOW FIELD FILE • PINK h T , !I( CInlandonveEmpirerse ,Consultants 630 East Brier Drive, Suite 100 San Bernardino, California 92408 (714) 889-8004 ' Fax (714),889-4830 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE f OF JOB NO CLIENT.,;. Jr, LOCATION g/r%z, Z/4d4U� GENERAL L CATION OF FILL inue- GENERALCONTRACTOR a O GEN. CONTRACTOR'S SUPT. WEATHE PURPOSE OF FILL OR NATURE OF STRUCTURE TO BE SUPPORT D CITY . if"" czowrga."H K • 14r f/f CilcT 04.SA44 RACTOR GRADING CONTRACTORS SUPT. OR FOREMAN SOU CE AND CLASSIFICATION OF ILL MA ERIAL / '.S/:�, 6V 4456Z DATE PROJECT ENGINEER s4. MAX DENSITY STANDARD 5 OTHER LAVER ❑ (SEE FILE) TODAY'S APPROX. YARDAGE YARDAGE MOVED TO DATE/474 TECHNICIAN / TIME CHARGED APPR@VED VISITORS /2(C ,'M/Ftle? [ 4 - CL.t�'� ,EQUIPMENT USEDFORULING,.FILLING, COMPACTION, WATERING, ETC. FAILING TESTS, LIFT THICKNESS, OTHER REMARKS.. SPECC LOCATIO WOR PERFORMED Ci0^ M .� ,CrOtAAA yVt�J\C� �c \ 0 `'m+4SL� qv' 6e)430( 0,,;\ atv\Theoc, on .' . tx\-N artv\ _b\c`AIL '1).C1 NERAL DESCRIPTION OF WORK PERFORMED .1 \6-�� Lev\ %rvJanC\ Via;` 1 k 11 kkAWmay, 2a'o G \ `1 •' � CA ' G! OD iQ'(Y\. AREAS OF ADDITIONAL CONCERN ADDITIONAL TESTS REQUIRED? NO O YES 0 WHERE? bCk-G 03. 0 ka VNI Q\tN\k' ZbNi\\NOAt Ln 0 4i11 kb Luknl-'1 , IZ,cs b J)QFtt(- 4'.pw`; REMARKS: aoc,\ L, aa�'\,y \\w o� v`Q 'DO ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK /la? Converse Consultants Inland Empire 10391 Corporate Drive Redlands, California 92374 (714) 796-0544 • Fax (714) 796-7675 DAILY FIELD REPORT OF GRADING OBSERVATION PAGEOF� JOB NO. CLIENT D Y 'C40 - DATE 0'11'il, LOCATIONS U�j�� IO'�7/Y/ Vl �j`I'TY �i�J CLOCATN �'' WCAkEATHER \ PROJECT/ENGINEER GENERAL OF FILL \)\0, PURPOSE OF Nil OR NATURE OF STRUCTURE TO BE SUPPOTED\A 6-) 1+11 t\� MAX DENSITY STANDARD LAYER ❑ SEE FL E) GENERA�CONTRACTOR \..13 \;11.r T .W RK CONTRACTOR TODAY'S APPROX. YARDAGE GEN. CONTRACTOR'S SUPT G ADING C NT\R\`A\CTO\1LR''S SUPT. OR FOREMAN � ` YARQY E MOVED TO DATE /- OURCE AN k.LASSIFIITIO OF FILL MATERIAL i TECHNICIAN TIMECHARGEDAPPROVED fi VISITORS ` � / (/ EQUIPMENT USED FOj1 HAULING,.FILLING, COMPACTION, WATERING, ETC. %S/✓1 /r �tLG �� a / .. / / / / / FAILING TESTS, LIFT THICKNESS, OTHER REMARKS , SPECIFID LOCATION pFwoRRK PERFORMED y 'c\ f' \tf - . b 3" arA _ \0\ . v`(\1\ V--. AM A 0 1.)6J 1, V h\VOied \Ul OA0\\r \� " S 0 `4 \ 2. \ �. (4 rn \' s\'Nt . ;\�i, ��, k k \\ � kk �' , (� \N ,� R(�, 0,\ �i. �� .,o Q,`I.0,\J -k. LoVA k>,Q�, ,k D ��\`�� , 0I �,y��m��; t?- W�,\\ ,,.r,,,;, \e,\� , \ '��?�kil\,L�, n `\ ;ft�Q. (ND �?c.N\c� '.,(A ��\\ , ,, �j\\ x.Q45 ,,\ 4Q\612? ma.,,,,�1� v\,Uliz, JQ\y\\ �1 1(W\\ .1,2. \ QYQ. .0 Ieock,( �I-o i p 1 11 `A k0- l-(' f Qom{ 0 (,..t \K1`(\ (r N\m 0.t.- \14/`\ i\D 1O\r2L DITQcmzr WORK PFTLOrK,PIME voNi, 0 it. \ W ., i,?, v\D��7 �u �i0 \e . \Q Jc i1x.2- VA� 1v .coo OA too � \ \1��k am It LovA Y a.s�.. vn\ t'\ �►., ( 1,�� Ci. , \ . votVAM \ M o k\,\ \\WA ,rjQ.ttVAAA 6 MO \I t W Z 1 9�VL N\\Q)41 Jr ict44 I \ \ . AREAS OF ADDITIONAL CONCE N ADDITIONAL TESTS REQUIRED? NO YES 0 WHERE? REMARKS: ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK �'+.=a*=�n•�t.� `�ra�:'.��f�i`� ly".:�v vF�ivp,pry3�,;f Converse Consultants ‹V Inland Empire 10391 Corporate Drive Redlands, California 92374 (714) 796-0544 • Fax (714) 796-7675 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE ( OF 7 JOB NO. �jZ-fir• y5 ". o CLIENT J�p �DA .. %U�,S 4. / DATE 70 -4 - Sz LOCATION / CITY WEATHER / / Cd S G%t/'US #71/Yi W d /t�iLn-.L sit f id ` .4 PROJECT ENGINEER sciTz GENERALN/LOCATION OF FILL fK A61/(. PU .IP'O�SE OF FILL OR NATURE OF STRUCTURE TO BE SUPPORTE� d /,c 1 a t 6brof prko MAX DENSITY STANDARD .® LAYER ❑ SEE FL E) J GENEr',PCONTRACTOR G�,ADING7947 `�� itK CCONTRACTOR TODAY'SAPPROX. YARDAGE GEN. CONTRACTOR'S SUPT G��ADING CONTRACTOR'S SUPT. OR FOREMAN YA/R•/DAGE MOVED TO DATE SOURCE AND C ASSIFI ATION'OF FIL MAT RIAL / ./-S//1- 5A,L�w/ao‘c TECHNICIAN TIME CHARGED o % f.0 / • VISITORS / / //EQUIPMENT�1SED FOIR HAULIN//G,.FILLING, CO//MPACTION, WATERING, ETC. G�✓r//�tG/ /iv�i 7''�/dale/ fib Gi/!F/1Y GGr� / 'a.,r... i- ®ygpiru l WA-l(Ira-t Z Wit/ f t/df.1-SIad/ler / / i , / / / / --FAILING TESTS, LIFT THICKNESS, OTHER REMARKS ram Fz ra.:\e t � itOk Rt OcA64Q� ISo. on Q.i�l.�� SIkc, c. ,Cr�-kl`IIi k AA4 UZ.Dc Q�S44 on ?,, SPECIFIC OCATION OF WORK PERFORMED A,r/1/pI , s//.e -7 ('0 oRM A `�W wiJi idyl Iz , / lJ65err, a (o.7-/rye ei /a i b/ an /Wdatiiizm 40(7 //Gill.( S-1(ree./ aa7 Q ve-r .,�ehrig Ord%!i( Dif/ tt�5 C2eP2as' I4v.e- 4-1" .e. /f1 �Cr5 /a/n Di ,%Car&v Ave LO QI.� rniersk=ciIon nG 14//YwNlii_. run (tos Cecirostl-,ie. 4/74//1-%6 Milidi /)( ',Ai-r ,;n 1/rifAs' //%pu.,.SGr2inel ea-li?ii / is 1Q/.f " 16-t i AcI\ dad iv/4 Cc G1 6,6( G/6rd-dr 46 / ( o . . (. Q/ 15 /l' 4 7 vi rail-/ 6., le ; Qu �� e l�s � �y.{i� �/ 5 /pia re ��t�.� 1�/ � G� � / -�� / r'' �. (4) GENERA DESCRIPTION OF WO K P FORMED f �d-714 fia/' ( ems/�/�4 -42<,7151' an e.er /4/ ;r 1, litid a pies- gz A 5 2 Aii 1c L 14`. r (el he ION 15- %fo 1ZP ;I fiVA `..=r--tr1.' Y 7 L> OSCA, 6l� 1 •�,�,�Q. 1' 1 f i p ( I R� ? S,i` Gi D k)k6 vv`,12AA 02Q<-0X -p SO\NN *a(U \?4 (Ey( a\\ i<04, .(et, ) 14, 61-e . al A'Do Ali t\i\to f AREAS OF ADDITIONAL CONCERN 14 ADDITIONAL TESTS REQUIRED? NO qL YES ❑ ' WHERE? REMARKS: ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK Converse Consultants Inland Empire 10391 Corporate Drive Redlands, California 92374 (714) 796-0544 • Fax (714) 796-7675 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE. / OF_1_ JOB NO. 91 f/ ys� p/ CLIENT J�v DIY /Flan, � DATE AO 5--gz LOCATIONS CTY Cvf (,oiraf -Ve (of, .-- WEATH R"�' xf/1/1A Al PROJECT ENGINEER SG GENERAL LOCATION OF FILL vL PURROS OFF FILL OR NATURE OF STRUCTURE TO BE SUPPORTED r�e7p MAX DENSITY STANDARD .LAYER ❑SEE FL E) GEN/ 4CONTRACTOR /A�NGQR/V(H(WOR $ CONTRACTOR TODAYAPPROX.YARDAGE %'S GEN. CONTRACTOR'S SUPT �1J GRADING CONTRA��C�QR'S SUP . OR FOREMAN . �ni - A% e S-1-er' YARDAGE MOVED TO DATE A//l N OF FILL/I 10 4. /-I 0 9.5'4)5 A$6qA6 TECHNICIAN f TIME CHARGED / APPROV�9,;BY Nip / -.1.../-.- 6-- VISITORS / / // EQUIPMENT USED FOR HAULING,FILLING, pOMPAgTION, WATERING, ETC. Prac4hoe r f ttl4r truck /cllid� ‘3T 15760 93r) (7 rx /, i, P3 az,Pe- 7�', AfC.///at l , / / / / FAILilTESTS, LIFT THICKNESS, OTHER REMARKS a SPECIF C LOCATION OF WORK PERFORMED I I ,4nlr' a1( 5i, 4 e.00an `net Kill 3iwt es 1015erVd 019fJ( r N/4S/(e4r.e s Lr,4(yelre •.".Co/ piYinii, , Vi fil.A .'(\ A. (a(0 (a NA, \ Mil/ 1/ 0 \Nu, Va(\�t. W rnk l u� �,c, �ti R4O. \ k n �L 4t - , 40)4 Nu, (1,4\i eon c� A4\* k6A 06 to v_t:(m 0 v\( M \064,�p\4\fl� 1Gk � Si‘ I �U5 4)(.ACi v� V.(01� ktv� a \ p,M, '6\0A k \e a.vA W , ‘.2 ttr10,A q V,D0, ,tt \5"148vk\ tWti p( 4 \vOq, � 6 Ic.Q,I� V, IA04 G Q bUL. CD((�6lDt� D� attlo 4tk k �\,oiL- ot(z- GENERAbE RIPTION OF W R PERFO MED I Ve k)' 5 , \ *yvA %%.S , �y,��Jk V") ;A g��e�h 16) k ()° v'1 AD K (vk \11V\ ,\ A/114. Nto ?L',OV A )3s .v\ \,114 0Acj 1\\\\ \\ k\O (/i 4(knV V'4\vAk \cvA �,o t> ( \ \ (A \1\\\\ALI (, \ \ Q L L ,A*:\' AREAS OF ADDITIONAL CONCERN ADDITIONAL TESTS REQUIRED? NO 0 YES�(? qq (! WHERE4A\\\� \��V\ OP REMARKS: a((iJal • ff :9D11 ocyiWe-310d�. hVA.( \, C 6 vA ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK Converse Consultants ‹V Inland Empire 630 East Brier Drive, Suite 100 San Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-4830 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE / OF_L. JOB NO. `� r/,yIs�o, CLIENT iia D Y 1hc/ DATE /v-2-17 LOCATION CITY t'whO Aria 6ithi Gr�rllut l i / Co�%�aee. WEAT ER 4u� n ✓ , 1104- PROJECT ENGINEER S z- �' GENERAL LOCA ION OF FILL AklnE/ P PURPOSE///OF FILL OR NATURE OF STRUCTURE'pTO BE SUPPORTED ( 5e(),�.I K7y/ Sguili fibf TJ C MAX DENSITY STANDARD LAYER ❑ (OSEE FL E) GENERAL CONTRACTOR �� RADING OR QQRTHWORK CONTRACTOR p. (� �<r.ra� TODAY'S APPROX. YARDAGE . kid. GEN. CONTRACTOR'S SUPT. .1 q ��sk� GRADING ONTRACTOR'S SUPT. OR FOREMAN YARDAGE MOVED TO DAT \a-0)4N(1 j ' OM Vie e�l5-kLe( l4 P( SOURCE AND CLASSIFICATI N 70F11.,L MATERIAL ` TECHNICIAN i TIME CHARGED 'AP V Y / VISITORS / / EQUIPMENT USED FOR HAULING,FILLING, COMPACTION, WATERING, ETC. 2? 225'1*.YutLGoe, �I4.tkP 16610e [/ , hv,Ve( i.vis.o,(L ei(0I06. Iti„oc 9ro cvowt' tvG-dI✓5' 1 C< frinft) .1 frurkS / / / FAILING TESTS, 4 FT THICKNESS, OTHER REMARKS SPECIFIF LOCATION OF WORK PERFORMED An1uO. en- sl 6.k1',30 m6‹ vti\:AN °(`N v. \ o\tF-E0 h tat, .H Vh Oa(04v M:.. \e\ s,•, 66k6 . 10,67 r Q1`r©S me, 4r.A.‘s p\tsi w 2 " 00(0,5 Scle:�.�n ,u-t. �r ��+GV� ' ?(2Qexw\;.o'N 4o( Qav\ b<(Q✓( 4D VO(rt� pc�-KtiN_t _ _1X4� \i, ��C � Qt \(\\nt V J)\! *1*i\NANJL ,, .t,\It,. �`tV ��\� .Q. �, D � ��c�4coo � \� 4Q\�\ �\� p� �L�\�� \t��. �� \rY�9.�. \nd9\llh'��V i- t4 i 2' Y1\\VvKI, \s:4 i\�,� (4 1)(itA �i ILL. W�� yi \\‘, f� \LQ,AQ t M' O ��10A1116, ,i�� G NERAL DE CRIPTION\NO K PERFORM D Cg �\ (,t2 p��l��lo \�tkl\wa.,, `*C 1 �� 1L f,A i �� \�1tilr\��\ � a� U' eAs (Q4S 0‘ f t11pA-woo‘K 5\-6-vd;.5 )sk -D a 11161e j0-(A tAhY4 1/1(I1 I .Oh'OkU k,C h \O. VAv 6' ,k ‘' DC (\v 'g0v4) b \(& (ki) vI N\A V ry6\,kti&\ 5 Lam, (P-1( V.. e 1 :_‘k 11)'. 1,, , '+•s' Y,' l 1 /:�:' 'Ili t1 V(Y \\ Z ec1 e,\L P 1.S<<..-. c A k 6J.ToC. Q\f>, . 'i%` . OS4 696 Q. ivi g0 c(nEtiv r�Ga KQRvD J(7)-_\Gk\`\,t tk\k, Q (\UA\\t1\-)4\t-, \,(.,�k 'ki- 3'•36. \\ AREAS OF ADDITIONAL CONCERN ' I ��l • OA (1 ij K ADDITIONAL TESTS REQUIRED? NO 0 YES WHERE? Iv\'AiL ��`'�\`I,1iy ��,(nO },/ REMARKS: 1)a, c•k\k- b\P\I loll (\ \i&\\\ IV1 uk \\ -4V\ l�slr Q t0 i n\Q ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK Converse; Consultants `\✓� Inland Empire DAILY FIELD REPORT OF GRADING OBSERVATION 10391 Corporate Drive Redlands, California 92374 (714) 796-0544 • Fax (714) 796-7675 PAGE > OF JOB NO. %- /- y.3� of CLIENT `j 0�1/fg DAY //�/ y DATE /U - l - 5' 7_ LO ATION CITY A,bid di WEATHER PROJECT ENGINEER GENERAL LOCATION OF FILL H Id✓� PURPOSE OF FILL OR NA�T.ORE OF TR /CTURE TO BE SUPPORTED ✓Y.GUY// ,7 .7-in k (? MAX DENSITY STANDARD 0 LAYER LI SEEFL E) GENERAL CONTRACTOR JF�J �+ADING OR EARTF WORK CONTRACTOR C�% ��asora�t TODAY'S APPROX. YARDAGE N4 GEN. CONTRACTOR'S SUPT AM GRADING CONTRACTOR'S,SUPT. OR FOREMAN YARDAGE MOVED TO DATE gS e� (� „`r/� � �� C URCE AND CLASSIFICATION OF FILL MATERIAL TECHNICIAN j TIME ARGED liPPRO E Y VISITORS / / EQUIPMENT USED FOR HAULING,FILLING, COMPACTION, WATERING, ETC. z?5, z.z6 .t�k1.oes Wa-'e(-truck. / / i 64p (r 4 11 1 t e, / / "pIA rnrp 4 fubk5 / / / / FAILING TESTS, LIFT THICKNESS, OTHER REMARKS SPECIFIC LOCATION OF WORK PERFORMED L\rt\� ;G.6 :� G,A'-. m46 k4 ' R-s \ D\h��1 �4� al-)o` ��'��\ �� kb .e\6CiO/\r�,S Q� . � ct\\\ �0(13te a\1,) Q\'‘,AI \O' VI �� V/ aU4, \I \i11 \4 \4Q- (V$A9 N \lC�� 0 Z" / 11M i (QPkQ �\� m; i�( QfIa\ � A o<a �\t�\�\,\,�� v �,�G �t �`�.h� �1,i�,1►�I.:��1 Va.t� IJVtk\� Ito,( B kt ,1,k\k \�00 \\.,4 4 \ot� \a.. 07'4, o /7.6-0 i D � \ i \1ML .t\s,,t.,z.. 6CAQ__ \\o\t(2.. \Nt. k va. \\A$\\‘, \, ow mkkmkt -too u5 t sv"it�,�, GENERAL ESCRIRTIO r0 � W �FJK�P �RFORMEL� nt � \�;� � n,/ 1 � (� � O �p.' -� o �6 � w� ��, � �� c � @ ` �� l-�OC1� �V� fug ,�� t vg 1 kA��`.� (�Oitld 2 -i t \ \ ().1 G\ ',oa 19M } ll V" PA\ AREAS OF ADDITIONAL CONCERN ADDITIONAL TESTS REQUIRED? NO 0 YES 0 WHERE? REMARKS: 117 LOX( -kVA ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK Converse Consultants Inland Empire 10391 Corporate Drive Redlands, California 92374 (714) 796-0544 • Fax (714) 796-7675 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE _OF_ JOB NO. 41/-4“--0, CLIENT sC-b DAY Wb\C1p..L1 DATE q-?p-ya LOCATION CITY (UAV L W OANA' s\- C av ttkAAs WEATHER hra, PROJECT ENGINEER S a" GENERAL LOCATION OF FILL `2CW 2/ PURPOSE OF FILL OR NATURE OF STRUCTURE TO BE SUP ORTED Se.Wef ^, " meA\ ` MAX DENSITY STANDARD LAYER n SEE FL E) GEN RAL CONTRACTOR (GRADING R EAART WORK C TRACTOR TODAY'S APPROX. YARDAGE GEN. CONTRACTORS SUPT GRADVN\ICONTRACTO\ P`T�O �QREMAN 1�VJ \\1 M ,C YARDAGE WMOVED TO DATE_ SOURCE AND CLASSIFICATION OF FIL MATERIAL TECHNICIAN TIME CHARGED-/{PPRO D BY / r VISITORS / / EQUIPMENT USED FOR HAULING,. FILLING, COMPACTION, WATERING, ETC. 25. , 2 z�7 I 1 -f G.34DQCs ) SS 'cb \j,��,�hv�-�l.\ //____/ ` \ e.>l-�-c;-3-1...)1loco Z 1 q6(oG , ij 3o C( v r5. / / / / / FAILING BESTS, LIFT THICKNESS, OTHER REMARKS SPECIFIC LOCATION OF WORK PERFORMED \ \ \\ ptc,v e., tam ,s-,\ Q, cc�, g : oo a — INk6, Ui�c\.. > > M `Q. \ b pi (� o`(�k'(G..c \cQ- J A rAko. O, acb V1.L5\0 e6,I vaX ^Mr,NN- oA 6k\,,,w1,.. \\11\`k Stt t$ \ 6t• \ ..\NQ,'k.O j\m V,. k)c•\u ' oci, _A5 -L,\“-s\ \O < ,_\- \ vo $e, \c,.N. 4& '&'(Wo 1.A1/2) 6\a\ \o'` '. 1`M'' ' 0P\\\�1\ \,��$ (\S A(A (a (0\)'. VS\°' )6d \Nk\\0\o Vkk 1,,Ab0(4`'AD (),\A, \ , c),Nkq, c 4 \0'\ $,\L \\\.'') (}\ )\kk wl, c q,o \\'i. (l®. c,\c,.. 2 (c,f,ESQ ? kp h Ai) (tot- \\ \&p A\ bi4 2.1 1,7. . e,e,, ksA) / \`) GENERAL DESCRIPTION''p F WORK PERFORM D P\*\° p� �rjAL'� �`\ ', 2�S t►,-61NoL c�( \nil'*/ �i�t �\m\ - -' �y \ \ 01`. 6'\. ') { l 4 14\\/1\, \60w\ Ic\\& ()(Kik-Q\$\ '`.0.%\yiit) (A/2 t()`'.0o�;^l VV;01 LII �R \0\\\` V\010)\ ' tuJNJ \t� Y��\l, G,� thAV.I(, �1 (1t� kix0, 0.'hl 1 9 0 Cc Aoki V�oki c WtA, Wtc, , \' `i\ , \ k � �c ' \\\ �0 L 40,L) �1�\ , `) } Li q ,t u\ O t \ s\ Q\\�\\4 ��;, %)6 , \ �G�c�. cv 2-• 6aD ipm, . c\,(\A.,. i\k, AREAS OF ADDITIONAL CrONCERN ADDITIONAL TESTS REQUIRED? NO ❑ YES 0 WHERE? REMARKS \t�\,, . \\b,1,,m\. Gt, \ 1. coy \\.z4 t'h (01 "1o01. 1/7 AL/ ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK : ` Converse Consultants Inland Empire 10391 Corporate Drive Redlands, California 92374 (714) 796-0544 • Fax (714) 796-7675 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE ti OF I JOB NO. 9 -ei-9sd-6► CLIENT �� --��5 DAY �; DATE 9-zy- LOCATION CITY (IAtalk WEATHER �►��J/- ►kcal— PROJEC ENGINEER S� GENERAL LOCATION OF FILL PURPOSE OF FILL OR NPjTUR �� r a,�U�IE TO BE SUPPORTED \ IWMO,Rt1LK 1 pc LAYER MAX I CI SEEE ILE) • GENtDARD ERAL CONTRACTOR �C� R Iryl/ ORn,rU+Jp'R�nT`H CONTRACTOR \� Y��tt�Ck) o n TODAY'S APPROX. YARDAGE NA GEN. CONTRACTOR'S SUPT RADI\NG` CON RACTOR'S SUPT. OR FOREMAN YARDAGE MOVED TO DATE,,,,,..,." SOURCE AD CLASSI ICATIO OF FILL MATERIAL I ' 61\ k, 44 {rti /FULL TECHNICIAN Pl TIME CHARGED (D / 7. 5- _._: e ROVED\BY / '.,. " ..„ ; _... / /1 ( VISITORS / / EQUIPMENT USED FOR HAULING,FILLING, COMPACTION, WATERING, TC. 735,Z25"-►<n.Acaoas 12-75(73;Jed /3 0P/> ��^,r. M(LI rtrig 6 143o. (( („iI.jr5 ,gibtir. -qii910/16/ / / / / FAILING TESTS, LIFT THICKNESS, OTHER REMARKS SPECIFI L*:, ON\ OF W\,,, ORK PDE�RFGO,RME \` O l O6`rs � ` I `1'^ `\ \ ��.i�.� ,``� �\k ru 4` f � 6,101 � �\ U �a b�s�� ; \��q�� cat Coll �U��. e C kl; 'a. 4k.' ,c\A, i.)14i, U4 \q\-\* t.t'Mt t\4\A‘k,\,k \\,(t, w Vc\,,,i, C.A('Av. 4(1), .\ Q , Lift \ 4a rn� &� \ \\\ \)\�\,o ct .1)4 L) N� 14\ ��, \,L\�n�J ko cat \�\� to 4 ��o. �o\ono. �` ( asp , V \ < tie , 0 \ \m-' c 6L' \ �-c�\ �4, \� �S , \ P `'4 �� c\h �Q.. k O��Y �Q �� '1 04 � c, if ri � 0'Y�sElLiERPTclOtNiA01,,7c.,7AlsAs)'OED \ '� 4 \�� 4L.. ' II ��\�, �`�\ Oic\ \`fib' S�V�1'� ivy �f awl ckoe n. us6, ,d lnc'4. p 9,\_: t)\kt 4 A -k, .k3A\b\\ C(\\AA \*\ ',\Z\-$-, t& i '(.(} W D4 2q);' `\`> 1. .\\(.k *e.t) V.(4ti $ \- o 0 ca tx \` G‘,0.,_ b\ \ \4c ()V kk f� l0 ktk 11416S5--- AREAS OF AMONAL CONCERN ADDITIONAL TESTS REQUIRED? NO 0 YES 0 WHERE? REMARKS:�`(\ (.U,\L 04,1K 47 \�\ XN\(0.N4\4k\Q'l \1/4\ \�k, AA`M-. ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK Converse Consultants ‹V Inland Empire 10391 Corporate Drive Redlands, California 92374 (714) 796-0544 • Fax (714) 796-7675 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE. l OF JOB NO. CLIENT DAY / DATE , LpC ION CI Y C_'/�2i/t��t� b ✓� �n '� WEATHE SU/1A ,/a PROJEC ENGINEER SG GENERAL LO ATION OF FILL �00Q PURPOSE OF FILL OR NATURETOF STRUCTURE TO BE SUPPORTE J �d erK 19,gfiI,,l MAX DENSITY STANDARD 0-LAYER 0 (SEE FL E) GENERAL CONTRACTOR JO ADII 70 HW99RK CONTRACTOR TODAY'S APPROX. YARDAGE GEN. CONTRACTOR'S SUPT �t/-� GR DING CONTRACTOR' SUP OOR FpREMAN ��alll�i 1 h f�/S-t�r� YARDAGE MOVED TO DATE i,/• A SOURCE qf�D CLASS F(CA,T 0� /Z ILL MATERIAL / _ lAINICIAN . TIME CHARGED /A P ED B/ / ' / VISITORS (^ ( / / EQUIPMENT CTION, WATERING, ETC. / 9i7 2 USED FILLING, 1',e,giAg 6kg , .0ilkn) led/6 / / 1 2 - 7,S5 c iP5 ' / / / / FAILING ESTS, LIFT THICKNESS, OTHER REMARKS SPECIFIC LOCATION OF WORK PER ORMED JEC orI 5FWZ 77 R Daili ayi/ / ii . iyx J//n E., / told,„ / i /57/4 /ran/ /,.: j s,,,,e�-f -11/./,.vat..F/n ' /9// 044 14 4 VPG /7 5r �- C1/41A I ti (a / ((G:J!' 1 £s rl - \ P Jfd�� ✓ 'SvA\ 1A,t QA Niv\ y 6' 1!(\ \k(4 * 01ijk•\ Q, L 1a (h • \ (Nt * 1(0 k ALA 0 1 b1\ t\^:vI) v\ (1 Cy4 I _C)0 -1(1747 6 -i nco\..ra\\N \oVAt\i 4\ NC( 11\4(k ytX\o, 64 W_ t(A'\C)\\tt1 6,1kA,. ll\, (l'i, : 0\101C \b (f :‘ V\ D� J \l\`° . , G E R A L DESCRIIP ION OF WORK P RFq f�AE 1 e o\t OLD �4' \c> �Vi\ t)<A' 'p \ Q-( ' A, So It�MC�.6�1 (�SAx QtwxCi 10 o � s '1 it, Q rn(� o U, a�a)r \� �� p\\�Q 0,, ;��, \e \,ak\- 4 � 9A- 26 .1 t3V p La* K C,u\''' 0- U- \I\O `)&1/4\Q 0 40' ci.w " 46 \co a\\c\1 .%.'&6 \o �\\, \ t\5D 0,61011. t,,,‘\\(b',, \A. 0\' I,,)i.c,44,4 to, . 4\15 0n h\ ' pt 1,ui) N it)y 1,VQ, .\*1: . * 0,N S. (/ �\ \d, Vic\ c. ,N\\C.\ V6\ t;U, 1;.7cb 4 r l i AREAS OF ADDITIONAL CONCERN ADDITIONAL TESTS REQUIRED? NO 0 YES 0 WHERE? REMARKS: c), k 1)4� 10 n(1) � t9 b6,11.0\ 1�� -2�'W ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK Converse Consultants ‹V Inland Empire 10391 Corporate Drive Redlands, California 92374 (714) 796-0544 • Fax (714) 796-7675 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE. 1 OF qi45o{77LI CI-V% Y Q� DATE 9-Zs-sz OCATION CITY , ileil WEATHF�R PROJECT ENGINEER. GENE�R// LL/ LOCATI N OF FILL .41./ v� PUURP SE OF FILL OR NATURE OF STRUCTURE TO BE SUPPORTED �� U/'YUL YL�K\C� MAX DENSITY STANDARD i9I LAYER ❑SEE FIE) GENERAL CONTRACTOR ,-.-/ rep GRADING Oft EARTH ORK ONTRACTOR �y�c ��rt TODAY'S APPROX. YARDAGE AiA GEN. COATRACTOR'S SUPT GAR7,GCONTRACTOR$ SUPT. O5'FO;EMAN y J/ "��jl� //�Ji/ J l YARDA E MOVED TO DATE SOURCE AND CLASSIFI ATION OF FIL MATEFjI L TECHNICIAN TIMN HARGED APP' aVED Y / f J VISITORS / i EQUIPMENT USED FOR HAULING,.FILLI G,COMPACTION, WATERING, ETC. 9/o6v yap c 7-4' 4 �!✓5 , /_______/ l Z 35., 22 S Ill 1/X5./ d44/•(//lcGZ 7.753-O /3 hae5 / / FAILING TESTS, LIFT THICKNESS, OTHER REMARKS SPECIFIC LOCATION OF WORK PERFORM D / / ,ice /ri?"c% r S, VP g 4 2i 410 ems. •- c.,i .7/ 'ram' i -'i/� /,rvt G , / a46./ w 6 /.�� i% , I %J41;ait ZXZ4'1/gil L4 r6-fKs fil "rQ#1 (911 -61,d(/11/e- 4't -id'f/o 201/3F . phi<1A' )11\1,c d f 4 t( (064 % 01/4 D rl Lytle: 61 ai, 'fl►klQ k21\ 7,wl ,A��,t a4 4 (1,(fir C6,,k(A 0,14 .wc_: r cri k &. D HD k o D.�id, \ o�t(q�( �.61,0\k,i 1)t((,4 A L)0,\C) Dn Mit LC3c 6-; 4 61-\‘'°6`1' '.\\\ '''' \'''4\-('4%*''' U''.'\''")61` GENERAL DEt SCTR cv e, S \ IPIO�N 4FtR�K�EhFSCrzEeD e \\v 4, %tC�� \t c v4. \�� .&6 x\c\k\\1 L a . ^^1O ill L9AdLfa Vi\q,LX`\ \14\U\Ood6Q b Vift \NA,f 0\ 1'06 1 C(.V-A \OA -6\( OA W\ M\ 1 , 4-.7-5z. •to rAlow Qvg.,o,V ..o Liv\AW, „ V kfij\'' i ' AREAS OF ADDITIONAL CONE ADDITIONAL TESTS REQUIRED? NO 0 YES 0 WHERE? REMARKS: )\`\ \\*Lw1 kWA-°`-`L-' g1 ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK Converse Consultants Inland Empire 10391 Corporate Drive Redlands, California 92374 (714) 796-0544 • Fax (714) 796-7675 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE. ' OF I JOB NO. CLI NT � kk\FOCATIO�N t CI YWEATHER aP��C( �u Rd� 41006. t�R I � � Sum,\,k/ - ►act ROJECT E GINEER 4 t, U GENERAL LOCATION F FILL ).. P POSE OF FILL OR NATURE OF STRUCTURE TO BE SUPPORTED 9rdIA MAX DENSITY STANDARD �1 LAYER (RETIE) GEff.•�1�`A,L CONTRACTOR �V GI ADINaO EARTHWORK CONTRACTOR 1 \`` 1�U\�fi�� TODAY'S APPROX. YARDAGE ,A _ PC GEN. ONTRACTOR'S SUPT ,^Q ,I iG''O41::: 'SS\PT.OR FOREMAN �Y\C�CI! YARDAGE MOVED TO DATE H S URCE((CC11AN,09 CLASSIFICATI OFFLL MA ERIAL\(`(,(�[f TECHNICIAN TIMIEV{C GED A OV BY Li - VISITORS / / / I EQUIPMENT USED FOR HAJL,IING,.FILLINNG., 2014 ,2Z6 il �2 t.,1-1�O COMPACTION, WATERING, C. 6 ET A "1 P (0C VI/(ryl\ i(,&k1 1 / 7 - 7 5'5' i %a.6/y�int6 / / / l ''/ / .. FAILINGITS, LIFT THICKNESS, OTHER REMARKS t SPECIFIC LOCATION OF WORK PERFORME qq Qka\i°' 0( Ntx %\. \��\ \-, rt v.-- \ oVt\i\l h� ,\ \ \ick.BV\`A ii,� �� \ \\\I\ �t>\kk �\ �,\\\\. e \,G ,\k) l\ \kk`\ti ,k k>e4 vk i �\4 �1\��o\ `', 1. k,\8.\\ ,0 1, A fit;\'% v.\\. K .t,$\or`(` t 1MSCRI�IO t\\%k\ r\ Rqt 0(��'C of t(�� 1161 (ay., ()‘,�1 �bI\ 16\ \�� 1\A\' N � 11�\� Z'\05tIm. .�p��.�v\o�(.Nk\V,S\ \\J�,\ 1,''voc�vw\\� .Z� c 01 c� (t\50 00 \\ t„ a \N `().nnsc i P 4. o, A'• 6 rc.. 'k,i-ft19j\k" AREAS OF ADDITIONAL CONCERN ADDITIONAL TESTS REQUIRED? NO ❑ YES 0 WHERE? REMARKS: \ k. v kk \\\.\-414. (?L \vv) \ZA.V0 vO\ '\\\ 1 1-1D0`- ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK • 1 r � i,4 t,f'.,i: Converse Consultants ‹V Inland Empire 10391 Corporate Drive Redlands, California 92374 (714) 796-0544 • Fax (714) 796-7675 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE. I OF I JOB NO. � - r,4 KJ-9--i CLIENT ✓!oi` .� �D�A� l�/ ft4eil� DATE y •z3 fZ LOCJAA ION // // l CITY IWEATHE ,..._ PROJECT ENGINEER GENERAL / LOCATION OF FILL ,11.0 PURPOSE OF FILL OR NATURE OF STRUCTURE TO BE SUPPORT - ,o, %fYC-- ,e7 1:4 MAX DENSITY STANDARD li. LAYER ❑SEE FILE) GENERAL CONTRACTOR J�2 GRADING OR,EARTHWORK C NTRACTOR Ci,, ( s,, /% TODAY'S APPROX. YARDAGE A/4 GEN. ,CONTRACTOR'S SUPT GRADING CONTRACT R'S SUPT.. OR FOREMAN �J� - /F // r YARDAGE MOVED TO DATE ''. " SOURCE AND CLASSIFICATION O FILL ATE IAL "/ - �, .Cun F MOL/ RDCIAN r TIME CHARGED/ �i�PROVE 8<, / / d VISITORS Qj e/gi% 16if EQUIPMENT USED FOR HAULING,. FILLING, COMP TION, WATERING, ETC. 9 z; 9UlG A',;-.0 �( 2/?I- 7 ` 7.r..f'i3 a�/ilcPf / / 225", 23f <?; 4- 444' / / / / . FAILING TESTS, LIFT THICKNESS, OTHER REMARKS !v ifl SPECIFIC LOC TION OF WORK PERFOR/MED i,�/ / ,41 .S f 4/7do--4 arc. a,�a� / /i7 -/ 0.4 ,/m4 4©A,g7ved 6-74/ro P�l�c7 S-Gf//il /7/¢� 42, .12 Ow-44t7h Ads. �94e-4-- a/co es<Ca/a, ,S�w�i `g 't /.,// La /0Y avi to CW/�s rho ,Qe%alP, / Dh/fol 6///. iitc(iii/ La.ke. / 1 or C' ion)4/ u/�¢f ors/ r // /4/4 >4'f 1ti1/, // R(' Saa • i/GJm// /HJ_/17d MED ENERAL DESCRIPTION OF WO K PERFO ,(27,41 4, .. 7/7f rrI� � /'' to;(f� 7 t ,, 4 /� J ie/ r... yii /�z; ,/df I Ui-/i (�A_4c17 lo42 /,y i / i la -� /,/ ramS ,. / /0,2 o�/r . I viefdl%T /�/ � �z/ii/2, /, / �47/,/ /' fra/7 wj fl r " %/ '? "Hi/ i in . n.� /Z / �&I 7Z (,- ('xll%� kz// �%"' �i pet e i, A i,/' rt 4 /�i/�/�, //lfyv / d /�%7�° -7/:8," l/�//%C/ , f .?✓ o 4 /yP - /th�r //2/r (4t/.t & 0 ve ;404 ii f1 M1 (f// - e . \ 1,Q �t /-c ,--,,/ f. "4, a/41&_ AREAS OF A• DITIONAL CONCERN 1` i. ADDITIONAL TESTS REQUIRED? NO 0 YES 0 WHERE? REMARKS: N,r) 1,61-- ( Ai)k'�� kthA, l\�r VA.k. lon1 /11/il d • /1oa A 1/7 into( (t((L De/valor/ -100 M ENGINEERING FILE • WHITE CLIENT • YELLOW FIELdi i Et Pr&K -tau 1 rr:Ct- Converse Consultants ‹V Inland Empire 10391 Corporate Drive Redlands, California 92374 (714) 796-0544 • Fax (714) 796-7675 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE 1 OF( JOB NO. v. CLIENTDATE LO AT111 C TY WEATHER ` PROJECT ENGINEER GENERAL LOCA ION OF FILL \dg P RPO`E OF FIL(� OR NATURE OF STRUCTURE TO BE SUPP ED �� `r` �1 a\� M X DENSITY STANDARD LAYER ❑ SEE FL E) GENERAL CONTRACTOR RAN OROEtAR\THWOR`uCONTRACTOR TODA 'S APPROX. YARDAGE GEN. CONTRACTOR'S SUPT RAD NG CO�\N��T�pp�?ACTO S,p\PT. 1R FOREMAN YA►A►,VVJJ 1sn�AGE MOVED TO DATE ///ter//\ ;SO CE A Q�L`SS I I,ATyON.OFFILL��ATERIAL tt \ f-��\ u 1<( TECHNICIANDTIME CHARGED / ,,APPR Er BY 0 // Ste._ . VISITORS )0$( Aft\\ \ cp6- I p�\: Ciao, c\0 cc, / / iFIL� 42)Mc3a \;2E;ING, ET 1 CANT(SiX‘F., Toili `" `,/ / / 1 , )- f V l\c,\ -\\ov / / / / i / FAILINNTSTS, LIFT THICKNESS, OTHER REMARKS A, 0,\IS%;)rL0r;tk1,\t\A,CA IOF WOFOD \\\\ \ ,$(�, \ �'� `v\ v ‘ \\,m \(,)b '0,041, \w, 'Ost \ \‘)) 6/ \,\D\. rA\ \Z\ Q� ' \� �- ti `ce, ( ko �j.4\\\ � \ *,k. f� , - \co eI 0 \1� ' A4 ,' r, ,(�<IA\1`n `\hf° 1 c , r��1 (��( �a� �� \ y'' \ \1��. q w'syclIIJJJ \\ V Vv\ \ &v\ Q INV1J �' �� 'Ri11 GENERALDE CRI�tfONOF�OR P FORME � A • O .,..., V� to_. (kv „o,\„ � t, t� ...,, \,,,A um_ A o ut�\t,\,,,v.,V\ 6 wA�� ...y��.� \,\,: _,\.\�� rkOt A6-kt4' ',16a\ c\t414\ \`) �i�� \ G\oit. cOk �1\\\� k �M\h�h t: \\\I).4,4 N c\\�\o�c.kr�«t� �>��Q( Ult(\,.\S \A\ �\6.\AA � ffiv. RI> 5,, A9\ timS 10 v\\� 2 i \\k1 w\As0 (t 4\4 l t,,U . v,\4v(\ 1i1' l,k vvN ( NA\10. \ Yeu% vV , \C \ax\. a�\ \v \- A0'4.‘v\y\\ \\ �° 4& \Wigi LIN\ , ‘6\ -1k4& \ $014 1:C)" A .1t\\\k ,k,-,'LY6\1- kp vi-kiN rikvio04‘k l/VV tic /-) '\,,,,,v,i& kb g \a'44, \ \_:\w lA4, \A \ah 6 \01, y.% my, %;' , , l 00 a( S ,pop AREAS OF ADDITIONAL CONCERN p, i{ 1I . ADDITIONAL TESTS REQUIRED? NO 0 YES 0 WHERE? REMARKS: ,•ct'L , b\(A\ cNk\-, (V) \ ot�mY hh ‘'LP \116A \‘( Q,Q't BOA. ihrhV( - Iad\ - 17•.DU,o"lz;..D Q' 9,1,4 a 6 :00 PU. W 1L PI 644 ENGINEERING FILE • WHITE CLIENT • YELLOW '. • FIE •INK Converse Consultants Inland Empire 10391 Corporate Drive Redlands, California 92374 (714) 796-0544 • Fax (714) 796-7675 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE. OF 1 JOB NO. yZ /-�Srbi CLIENT p AY b-� DATE c�-lt 'tiZ LOCATION 1 \ CITY . WEATHER ROJECT ENGINEER GENERALLOCATION OF FILL PU OSE OF FILL OR NATURE OF STRUCTURE TO BE SUPPORTED \ MAX DENSITY STANDARD AY'S GENERAL CONTRACTOR RADIN� ORE RT RK CONTRACTOR OD APPROX.YAR AGE GEN. CONTRACTOR'SQSUPT ` GRADING CON ffTRACTOR'S SUPT. OR FOREMAN VAR AGE MOVED TO DATE %\1 • 'l(44 1( \ 1(A\ Yob;. \C `vLt; S{FI \,;,1-w)F FILL MATERIAL TECHNICIAN / Ti yIEID K.,JCHARGED/ 9PPROVED Y / /VISITORS TUr 0R HAULING,.FIL LING, COMPACTION, WATERING, ETC. 2Q�9`S t / / OK ,1VR1 1130 00,10(VoaQ(S 5, 7 \6aVt / / WIK .k(0,.(;11, $ YqA (i3c-aVot- / / )15S I. / FAILING\TESTS, LIFT THICKNESS, OTHER REMARKS N•A SPECIFIC LOCATIOV OF WORK P RFO MED ` C\ 4 `� f�•t Q G�rQro 4\� �� \!�\\�. \t`� 4-. \ t\L)1.(\Il\ 001 i��\4"( \0.�,�� 0 -f\�k`i 4kMi •Oft N\ila1 14 k!LW (1'71 ' m� 6 �, b �� \ l'f) e �Q) \''5 ,�'�� \ t\�V\ ( $'\' 1 � f� \ OK /0 V �� ,VX U \\k` DAI' V--(.,R (o t� k* 20 a; �n2� k`� \(�\��` tool ," L , li \ u (k�. \ Q� c.o��1\.Q,,��\\ :\ . v(\ U\$:a Q. \U� . v\� r� �� ,rr� �0,\\1 \jr, L: ('‘�\', W ��4" ?(,y \,1�� \(4, \\ G�D\tk,Q� \tic\ `� �\N`��t) /j`'� 1`%Q 1\��\��. �1 iik\ t(). GENER 'LDS RIPT OF W PER O MED � ��i>�. �� ;�\,�,,1 �� ,7\ \9'D,� \\,t,_( a� (�0, �»'( °)BI �.I \�I�\6,f\c�\ \ �. o W �jjjj�. 6 I' c no k \ avL, \ ;A(ate '�p:V�_ .tkt, \\ (, .A, ,,,N.�li, oct 't'(Q/;\v_r \ Ucil vo EA . 4% ,,$), � r ', 11 \(; . `.� c \ \\t�`2 , \ L bk t� \ �;vL p ` b n c C 191gVO' \ r o , \ UCL, (-) i4 c A.1D f 1 , (hin)-- t ?LA/6r_ AREAS OF ADDITIONAL CONCERN ADDITIONAL TESTS REQUIRED? NO 0 YES 0 WHERE? REMARKS: `. �y\\� �� \Q \A\ Xs.1 � � . ] k0.. �� \�1�� 1`ll,\k \\O \\\ \ � /10Ai 6114110 �•� 7j . .°v AVvv.' I. �AM� N 1k LrI4 9( Rtitl/K GI :ID KO avk � I ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK Converse Consultants Inland Empire 630 East Brier Drive, Suite 100 San Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-4830 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE _4__ OF JOB NO. 1)1‘IVIsPit€.‘ CLIENT .4% DAY DATE 190C CITY WEATHEIPROJECT 1 0 I4t stk . (ICA' ENGINEER GE ERAL LO A ON OF FILL PURP SE OF OR NATURE OF STRUCTURE TO BE SUPWIlt MAX DENSIYISTANDARD 0..2AYER ED PSTEFEEFTLE) GENERAL CONTRACTOR GRADING OR EARTHWORK CONTRACTOR ( . . C D \i.k( '‘)(-' \''''' TODAY'S APPROX. YARDAGE /4A GENC\CVRACTOR'S SUPT. GRADING CONTRACTOR'S SUPT. OR FORE(AN . CC - \-\ QA\A YARDAGE MOVED TO DATE SOURCE AND CLASSLFICATpN OF ILL MATERIAL - oi,•V TECHNICIAN TI_MEIPILGED / APPROVED BY irrt. / q.e> / )— VISITORS ' / / EQUIPMENT USED FOR HAULING, FILLING, COMPACTION, WATERING, ETC. i 7't1t5 ,fackiV4,,ha.V66c1?,V 4 2-15) ,) /______________ OCA‹ tclv,01._\ALQ(D:6 vow, q3c. (0-(J- 1 bakA 5 1 / /5. FAILING TETT4, LIFT THICKNESS, OTHER REMARKS SPEOLFIC LOCATION OF, WOFII_PERFORMED \ 0\ °NIA N'''IC\tkk\ k ' \.\ \Will." VA kb VA bi AZ,'(1 ML ikt 6:"kii\• 11)kp IrAcj4 !Aft /-\\ . \ tk\111) ,\Ii.kt, W\\%.,61k MC) ffyikt, 11\014 oo,1(13-0,it 401Ak 1,..,'NksX k, kl-C 4 b i0'W',0 %k\' \\q0k)t 4S),A\-tA \\.ttk\I (i\k\ti \`1:1/1 4Vt4V I-)Q.s-Q\l, VOii 11! \A\b`tit Oza. 4\c5,1Q--1 \ tik\ct:(0,\\. \\ ‘18.ft 21EAc'1,.0,:,) (..q.41, \ OF \A0‘R4RFtORA,\\ICi‘t\C.) ,D \C %°11 \QI \I° OAN OVA q V 16.Nlx•E1 DA,\19::4 \\ 0\ {AL) 9 0 q,(1,1,1 k-6,,, ii A , " k* I'Vl ti-(' 1,A1) - \c . , .• AREAS OF ADDITIONAL CONCERN ' , , , ' . •,, • , „.. . ADDITIONAL TESTS REQUIRED? NO 0 YES p WHERE? / bil ( ft4 It. la Uatju 41 c tyA \2.11\ 9AN\JtAg,o (oC\i, MA rx L01 ut) QifF4-0, ENGINEERING FILE • WHITE CLIENT • YELLOW • FIELD FILE • PINK Converse Consultants Inland Empire 630 East Brier Drive, Suite 100 San Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-4830 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE _1_ OF 1 JOB NO. ONSVI ,b\ CLIENT 44 DAY 4\tA41 DATE q> 1i' (l_ LOC I N CITY Isi HE PROD CT ENGINEER GEN VAL QQ""LOCATION OF FILL POS�UAE`��,`OF FILL OR NATURE OF STRUCTURE TO BE SUP RTE MAX DENSI STANDARD SEYARDAGE GENCONTRACTOR VO I�+I\GO EA�TiWORKCONTRACTOR T�DAY'SAP❑ GEN. U PT SCAT FOREMAN YMOVED TO DATE SOUERACTORSI ON OF FILL MATERIAL +OT`,RACR�S�IPT.OR (+ryq k $ FBI l`t �� K [1 \\X�IV��'!\C\� 1t\ - \�,� 0 - �,o10 TECHNICIAN YARDAGE I CHARGED APPROVED BY ��o, , n �c'a VISITORS k / / lj1) ' i" ' ' 1 u`CH vU52t1 1�VI�Pkii WA, 6t�IQ �Tbi1 /________ J( 1\4( VC/ AU q06C I11° . 04 \ 61 2(S - 1a,S ,),N.5 , 12 / / FAILI G ISTS, LIFT THICKNESS, OTHER REMARKS ((SPECIFIC LOCATION OF WORK P RFOR D \ St4\��,� L C,ii�L (kFT ^(c4. �; , \ tit C..1tt p, (' bD bra ; \ t1�ik�1\\.c. ` °�`� ,\ 40ct" kilt' c� o� \& *it) 0 ' chi DtIt 'ION Ai\ 1, It\ Q.6 aQ V k'L \ -'1 D - \,'\'4. \A \kWi tOfi 4 V ‘Aig tikit().� ��61\' et tQ ,A ‘\Q(hk\ okpig Mrilt0A\ " V 4\ . QM " 5\c to NI AM K a Al 1v* 6Q11t . ' vN\�\ \ \ \ u' t�v ..kvVtgl(111 '� a\t� �� '��41( k' \t D�\o( ',k i. �'1_�'\�� Ww �,�!) � �, ko \ �\� G�� halo � t ill �V � i i ESCRIP6 (� 1 RF E .. ,t ,. \\Vn\ k, , ( vvA. il. �o��\hh � �� O obi \-1 ' \ v .14t\ , 1,i\NUo, . t I \I) 4./It VA V\ WV) a. C\(� �- �a Q01/4, \kt�� ' \ Ah0 VW.* �\‘>,. ti1� t, �\ C\11)\ kIN\i\ *'\ k444V64* t-""\bkla\,'\• 0�\\i \Olt l o v ' \.. \ �i� \tQ& �9 \rN\\*\ ,,\4 ,>.,\v \\ \kp .,N, Ot\. % WO k4D\1_ ,\ki 4( k\A‘ (16 \ rcia.\' \,,,,,AAAKCIG) \ \_0(..),t, (&A.,DO,A ,i\k'4-)kk, AREAS OF ADDITIONAL CONCERN i� Q\ ADDITIONAL TESTS REQUIRED? NO ❑ YES 0 WHERE? REMARKS\\tt\� 4111‘\c t) 4, 126, tAIA \At` \%\ 6I�` V.., IDi1Q Ail 1 1� 4' ENGINEERING FILE • WHITE CLIENT • YELLOW - FIELD FILE • PINK f�S Converse Consultants Inland Empire 630 East Brier Drive, Suite 100 San Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-4830 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE _L_OF_L_ JOB NO. 2 Al . 14 Dt CLIENT YA, DAY ` DATE ct • 1lF-ti2 LOCATION CITY h� ��Lt �� ot'�r � WEA HE PROJECT ENGINEER 4 r✓ (1 ENE \\'A LeOCATION OF FILL 'Q'.�11b4L. PU POSE OF FILLR lN1AATTU{R�ErpOF STRUCTURE TO BE SUPPORTED A,ZI, L l (n `�� (VI& i) MAX DENSITY STANDARD LAYER ❑ OTHER E) GENERAL CONTRACTOR ago Nl1\ GRADING _ R EA H ORK C NTRACTOR • .9. �� \,t off\ ODAY'S APPROX. YARDAGE 11 a GEN.N CONTRACTORS SUPT. AYE D{N C IITR C OR') S` UPT`OR OREMAN \� \ (' �r "p YARDAGE MOVED TO DATE ti k SOURCE AND CLASSIFICATION F FILL MATERIAL ` * l 5 �\\ �u�v w�a �- TECHNICIAN TIME CHARGED APPROVED BY Mi / d . /CJc4—M t; I• / / VISITORS / / EQUIPMENT USED FOR HAULING,. FILLING, COMPACTION, WATERING, ETC. �k9�9t �40�9� 1�0 (/(atl� UAW) / / 1?,y :I' ' 12c, / aL'wQ5 \ou\k ��1 �s I))&-t�\--n,e. / / ,t)\L-,�� i \a\U / / / FAILING TEST , LI(FFTTHICKNESS.OTHER REMARKS 1� SPECIFIC LOCATION OF W RK PERFORMED \�__11\� �j�\�A\km C)'RA Q'.u° a (AOV \ ti\\, e\,, pt 1�5. \ o\i,AQC. �9L. \`1 01' 2kK o\ c'• < PR Co( kosA C-\\ \ \ 0\\\\ 41 tip. ° . ‘W. \t i \. \14 . ., aiN \'‘,\ ikz), c&_ ,36,\y \i)kk,b, I itiA 3 ViliA ' k\ e 0 kli L) ( � : �\ k �t 4 4 P-.\ II& 1,1,E \\\A- \ )OCA �`'�, RAL5S,;..)\1\,-IONIZtA,K ERFOED l AID b:�� D� \ 611111 41 ° L, 144k , \, Qk �r�,e a X1_ _ti \- � � �- � � � \ 0©, �\� � ��.� ,\�\ D �..,: �� o(� ra 1. � (",')‘\-'1)(k,'",k ct)'\,1,sk\k 40 U\.,1-D‘o* \a4'11\• *di' V.`4,,, 4.4'\0/ ' s\,\A-,-. ([[1 ')gia.im.\\(\ovr, . . \,( •% - clAk.6\,04\(-44$\,tp‘i .tuty: \ 0 1),- -..‘‘ofk4kx.%* to4 : elt:(0411,i-ifov. . 0; , s \14.c04-1\ os4-( o ti.;\tuA t, .� ', dt�, : '° � �� R-.1, 6R, 1 .44fP,t,14 n A 1a A ) � °`( AREAS OF ADTNAL CONCERN - ADDITIONAL TESTS REQUIRED? NO YES 0 .- WHERE? a REMARKS. y L �"�h � 60� poi 0� b' (.,04 at, Nti VW' nn\r`tr. 'ITnQ g',bb.ON Luht\- �2'.vo -t I� 4,0vr- i ra.v e, , ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK Converse Consultants ✓, Inland Empire DAILY FIELD REPORT OF GRADING OBSERVATION 630 East Brier Drive, Suite 100 San Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-4830 PAGE OF JOB NO. CLIENT DAY DATE LOCATION CITY. EATHER PROJECT ENGINEER GENERALM1LOCATION OF FILL ��E 1 PURPOSE OF FILL OR NATURE OF STRUCTURE TO BE SUP ORT�D.._M7AX ��D �Q\ DENSITY STANDARD I LLAYER 0 (SEE FILE) GENERAL CONTRACTOR ftADING g�i EART�HWOR CONTRACTOR 1- TODAY'S APPROX. YARDAGE GEN. R'S AND CLOASSIFICATION �`44 "" SSn""T^O FOREMAN YAR AGE DATE SOURCERRP:DING FFILLMATERIAL ` k - c \\\ 40 13Q... a- VAE, O - (n•Dyo TECHNICIAN IMECHARGEDEDTOAPPROVED i*C0 / • z) BY ! VISITORS 3. �:. /r' / / EQUIPMENT USED FOR HAULING, .FILLING, CO(MPACTION,WATE`RING, TC. G1.4 "kW, ('(D \tb\M I(kltil / w )1 11%0 ` t - 4\I1 w 45 2;5 x. 27.. 4 vict,\IN•m5 CO VI q (1.2 I' . .,,t. T / / FAILING TESTS, LIFT THICKNESS, OTHER REMARKS 1I SPECIFI LOCATION OF WORK PERFORMED l� Ial ;Z ak Q. 0 IA (0vto It_, ep ko.6C.c \ . \\Ho, 4 ��c .oY\\ o \1.,C �\ve, ;k Zd A1- t . 9 '\ ,*\HQ, i 10 4W 'k�.� \ kn'b c �SQ� ‘pt\AV.N \,\ ah \> \ \ 11skf \ll (( .� V\11M �o`.VI)(41 e(A 4 t0(1,� to ' 5 N 'l)' -a ,\C ,,i 1` �C.kt� ��tv, �1 �,' `�1\ .1\ .,,,. \��( (, 21-; /\4th� 0_, \\\�1� 0 r�.\. 0\Q\ ., r, -_,,rR k \eipZs , t.A,\ l��,,,t \' G Ajes(�:fl{lQ. G 14,,,,o%, 20 .k (off �/II Q.QY, ,4\G.r.{> t& 4.,k\ \.,, \ \, �t� i\ \i',,'a►�\,i,�i�� h ' t GE i1 RA DESCRIPTIC9N OF WORK PERFORMED �„ �, bt . p,c6:N Q:p2 b't� \q� V ,. @� .\Vag 4t, I\\,� �t i4k.4%..', ,.. }'\ °\\"/ \ 44 \k4( 4.\ \e'4( 12\4 (AAj \‘1.6\-R\ ‘kt\t\t GlibtL *4 k4,?,,k.\\I\ sa&At As. \,,\'.. 'tir -4*4 W \ ,fit .4 -..6;5 ,..(),\iptti J4W 1." Val, ctO -( S .64 \c,a S kOA O,\tA ,I) •'k is of . \rCQ, \ �, i4 m) . 4 pei 4 4 ern : fnNC h Ode,ibv4 -1\Q°.. o . ii, s(o ii!itl E VI4 (h. (A\Ml \� �:t : ‘,. t t I , ' > L( y At '5,Vai Rn A-1 G. �r )�-'D( ,1. r ' ,{ fk1\ .) ,Gtd •. ,,\ G o y\K o.0 . I 't,OA 6 4r NK\5 db,i K iltocoo - 'roo (o A 616A\ (..5 • Lo hi d, k\4 AREAS OF DD IONAL CON ERN.- , ' 1tcu.. ,IUD, ., ` �o�k S; e � " 1\t'il ADDITIONAL TESTS REQUIRED? NO O' YES WHERE? REMARKS\WI '( 1 -t•Nr V611 tSs ENGINEERING FILE • WHITE . CLIENT • YELLOW FIELD FILE • PINK • Converse Consultants Inland Empire 630 East Brier Drive, Suite 100 San Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-4830 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE _OF__ JOB NO. 42. 81- 45K-ra1 CLIENT ,�GO DAY Mot\6.•l DATE °\ -1 -47 LOCATION CITY `l) Ce�'(13,6 rlA WEATHER PROJE T ENGINEER Welk I? of lot, LQ'�� SUPPORTED -�1-�?LY� '®t(y�� MAX DENSITY STANDARD L OTHER Cd_LAYER ❑ (SEE FILE) GENERAL CONTRACTOR lc GRADING OR EARTHWORK CONTRACTOR C.v. t og\5 u�k,b� TODAY'S APPROX. YARDAGE i.(-� GEN. CONTRACTORS SUPT. 61 -k GRADING CONTRACTORS SUPT. OR FOREMAN WOO- eF\Sidi - 1VAVe YARDAGE MOVED TO DATE 14 - & SOURCE AND CLASSIFICATION OF ILL MATERIAL # I ., 5, \ 5A vilvoi� - 13 v. o Co.) 7p TECHNICIAN TIME C RGED ' APP VED BY *Ca / 1,- /Q /- VISITORSi / / 4eMENT USED FOR ULING,. FILLING, COMPACTIppN, WATERING, ETC. eic,b q?c, ((H99btJF l oaP(4 I Mai( A- (v-ct , 1\k\\bi4 / / FAILING TESTS, LIFT THICKNESS, OTHER REMARKS SPECIFIC,LOCATION OF WORK PERFORMED - 1 1 fktt\lR oV\ S►�-e.. t-k i',D0 a,n vok— VJIU\ 6'65 AVID.'fd1) (r{b'\!. VIVA cif CeirOon 1Ytieal( -Lakiv\q SiM V. , q\c,t,e co( _k,lz \seed.. \ o k \ \lc�c d \1\ \tilt bi.too4b, V Lod C Q_41h 6 4e,\/% 14\- VCc\ be 40(0, 0a\•• 5h", .61 c vk\1 V, 4( G�1 i ‘,9* \1\ 4c\iD\111, qk \ 5O. ),\\ be $0 .c..i* '4,.*4. \VP\\--kkk‘ ON 6k, Osb \i'o‘d tpSkt}$ k*t \cAtN\ 11 \ACC (AA‘,1„ .,\\4). \l1, `1\Y �_�A\h� %tRii\I.C.I9E oC �2 ( Q I � Q,ct\l ,t \Q.� rc t o \ �9 V \\�� GENE L DE RIPTION FO 1��/�� "'0 X� D \ CC C �' \ Q ZE� � U1\�T!- k'O '� l i ' f ' thCIC \ �Q.a 4 i2 6. \ � *)\ l J "` 0,r4 \ 1� �,\"� ,\ t c t\1(S C4r11Q 1;Ol'0', go1�•k2 , ��k(ki�\QC l �Q� t(\� \jGG�1,4 \\1,� ‘Dv,' 1.3\6 Dk1 \1 k1, -) ,\'D 2 A Z S Q -. r 1�\ b < 71s6 � Q,I 1(l \\Q. -10\ - . ��\� i6 ��\� \9\ 9-6 ti (l " -VD k \K �& '\N (ZN\ Al 1-) .k� �\NO,a CV 44 r,�, 1 \4 1 c,� \\ \0c5, . � `,\ o f MkOO b i�o(\\ \`)\OQ,\rol \\\I,� n\v\if- 6 U1, \\SO) rOd \\t. vt\ \A W\k� WO 11.\tfr, DC N\)°:‘‘\-6 .\ 1k (o, h\, i'1Q izk\ V S.c-t o\ °\ 1j\ti0\.kc \C\\1 A\(.0�\'�\\t,�b,� k 1p\�� . ,. k\--, - r� AREAS OF ADDITIONAL CONCERN NO 0 YES WHERE? S ADDITIONAL TESTS REQUIRED?. \br\5 \1 ,(61 this, .1, v k 2� he h ,, O Ins, je1\e REMARKS: ,Istkv( VI\ 101, eQ.ct,S \ctiVA�\th 4\tAs ik,c 1 ‘1,Q ( be 6t Q.\ck ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK ; Converse Consultants �se'J% Inland Empire 630 East Brier Drive, Suite 100 San Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-4830 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE_OF_ JOB NO. CLIENT DAY DATE LOCATION CITY 0AL\ V)WA: AA1 C6RV) coy L WEATHER L \esAk\- PROJECT ENGINEER S � ..._'.,- GENERAL LOCATIO F FILL VVVC. kr\O PURPOSE OF FILL OR NATURE OF STRUCTURE TO BE SUPPORTED � MAX DENSITY STANDARD I lLA5YER 0 (STEEHER FILE) GENERAL CONTRACTOR GR DIN ORE QqRK CONTRACTOR RTH TODAY'S APPROX. YARDAGE GEN. CONTRACTORS SUPT. -I., GRADING CONTRACTORS SUPT. OR FOREMAN YARDAGE MOVED TO DATE SOURCE ANcD CLASSIFICATI N OF ILL MATERIAL,\L��` TECHNICIAN TIME CH RGED PROVE Y / VISITORS 6\r"S 1t45 C (t1,I`'` J& of (04tk / / EQUIPMENT USED FOR HAUULING..FILLyNG, COMPA TION,`WATERING, ETC. 2;5 `c<4,6.l-\\c,e..\�(k .111, b\\_ z\D(NRI / 1.‘, i \%0(AA C b fi)k\_\c\ot. 7 / / FAILING TESTS, LIFT THICKNESS, OTHER REMARKS SPECI IC LOCATI�ONOF WORK PERFORMED \O� • (SA, Q� V .ob e�� ova i\ `V<c Jtk\ \1_, \ b l\ kAtb.�l' A \� Gi\NA}, 41, k \\� �VQ (c>t ttAv\o, 6\4 \% U t o�` bar L�hc9,&t o 1�a\)& � \�V`��N CA chi- b�1>4�. v<kx\ 3J��t� \L> k n b126)\ Q ��, sec\ n�\ c�- • \av ` - , q�_\nia�ti t`� c� 0pt00,61^n',2g5/c��c,\\D. o,1,(,r�1ck r1,'` heCouJc c&c- 4-,m uc� t\`Q�� quo OK (ka\a.( i'��Q5 `' n Z'` (V1105 n�, �.2 �CCFli11Ql aa4\A c\h NIA 6 GocA- 01. 6\11,1)te‘�-.,@ti��a\�� ,� 1, �� taENERAL D CRIRTI'N OFW RK ERFORMED� ! �r'l /, \\ W iSc Ni M Ad �1 OW \ V,Co G. t�-h\ ac Ceti `Y� (it {[Yl� \� 16�` k\h� 1,Q, 2 bn ,(Svh.64) ��u�ba fV2 a' QrL or\ try, 0,Q 4oS pAit, al, `fmt e /(6\ pa4cA 6060z, k,11.'e 6(61D iio r,e ►, -, k. iL-, &I- 2'-3 J r n, oVoi 6. nth a\Lil- a vaitt klri),. 1 i!Ii\J., ,. AREAS OF ADDITIONAL CONCERN ADDITIONAL TESTS REQUIRED? NO k . YES 0 WHERE? 'REMARKS: UikJCt," .gAO PISk1AXX\L\\* - )Z,OD 1AD k),c10l1iyl' Z;; ) 4fo1I- � i\ ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK w,-y •,:stir .0 �', 1 � �z,r:': Converse Consultants Inland Empire 630 East Brier Drive, Suite 100 San Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-4830 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE OF I JOB NO. %Z41-K5i-o1 CLIENT -\.F DAY f "Tti,UMata.I 'DATE "9 ;i0.-5z LOCATION CITY A\tv\Ma_ kkie i-vn` a.ti4_ WEATHER 7wnht�- �(0.4 PROJECT EN1GINEER C N GENERAL LOCATION OF FILL k\\,��\p,_, Q- PURPOSE OFlFILL OR NATUREQF STRUCTURE TO BE SUPPORTED I S \ee- C-'t )LAYER MAX DENSITY STANDARD i�LA ❑ SEE L E) GENERAL CONTRACTOR mac\ GRADING OR EART WORK CONACTOR L • P. C,�N\I�$uc,�\CAT�i ' TODAY'S APPROX. YARDAGE l\I A GEN. CONTRACTOR'S SUPT. GRADING CONTRACTOR'S SUPT. OR FOREMAN YARDAGE MOVED TO DATE SOURCE AND CLASSIFICAT ON OF FILL MATERIAL -/- i'SN\yS . wI��L TECHNICIAN TIME CHARGED PROVE BY PATa ?..0 / / .- VISITORS .r�5,, w / / EQUIPMENT U ED FOR HAULING, FILLING COMPA TION, WATERING, ETC. -,k\Q \ .-� g1)o Gic \o� �,c ,\\Ja\e-1� �- , / / / / .. FAILING TESTS, LIFT THICKNESS, OTHER REMARKS - 's'' 1 A 4 2� QaifitA SPECIFIC LOCATION OF WORK PERFORMED iS."1‘. Vk l'* 4( °`.`10 a�ri\ � \�� ‘j\\a-A \ o$1)k, 4 t )4\\aA VkAqk\ 9a1,%\� , II 0,,k kg `\O (�\\ 1\t'.(4, \ Ii X\ t-AAN\t. \d(' wi) l�i)V6\41-, K k°Q Oli k Qi\ \\� \1,• G\�;oWimh�.6 ��hy\ct.q 00... �, , 4 D\052rkIA NisQ l gt.4\3(\ , �6kk"' (,) o � �' 0\mac\%,. t\it,. 4t�; ciki4,�v OA Uhl G 5��-con to k4a v okAk e-)sa k ikik'1k\ \ `{\. t) rit, c Vb\c ° G ,A Q Q, O r VIk ��jj `- .9oh5E nneu� I '' O10 1-0 (re wAt\\_ `KX Kiz. (As atti IALL ' ,Q. Sc,�S\5 C..; ko �15 1- t�o�, a. GENERA DESCRIPTION OF WORK PERFORMED ` r"\• \6\ Ust&AICOWN Y\NCA 'ce M\ �� M k kl\% A6 U l��.b1D- \I0i s UW4 0,040A c*.w owv,\\e.4< f)(ID pc, eocv- nkcp- ur .ply- \ .4 \ (0.\.L Wit Olkiio arA cr►.5hA4 IP, \ .bo\'. G- )r a\ ®c•�'y") COL JLi-AM1,k 41ilt CIA OnA11\ W46 O'(\ V�l�P(�`(,. q\IL �j',VPI Gl1 k,\�(OU;A bu.< JAA6 . a\ c \\ G\'Q, `yi.-SP.A 6\r,00. kVQ, 6\6,0 c)vt ii\Qpf\�, c� 6.., e4\c,� \p k(1\lA GA 41 AelOci4411)- PAA ‘ AREAS I DDITIONAL CONCERN ADDITIONAL TESTS REQUIRED? NO ]/ YES 0 WHERE? REMARKS: ((((Vl, - .•1)00.A kiva\-12'.00\i'31, INa\ (Q,).•1Dit(((Nl- th2\oU,( ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK Converse Consultants Inland Empire 630 East Brier Drive, Suite 100 San Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-4830 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE _OF I JOB NO. 12-81.454,-01 CLIENT s N‘V" c0454\k. DAY Sdal DATE 61-11_g` LOCATION CITYW\tlEATHER dZrf 1�1/� c'(?Yi1A"r�d�(1 - PROJECT ENGINEER S �- GENERAL 4OCATION OF FILL hC �D OJe� PURPOSE OF,FILL OR NATURE OF STRUCTURE TO BE SUP ORTED( �T'2, "'r C. ( ;� MAX DENSITY OTHER ❑ (SEE FILE) P1 LAYER GENERAL CONTRACTOR GRADING OR,EARTH\WORK CRNTRACTIOR- TODAY'S APPROX. YARDAGE GEN. CONTRACTOR'S SUPT. GRADI(J C NTRACIOR'S SUPT. OR FOREMAN YARDAGE MOVED TO DATE ^` SOURCE AND CL SSIFICATION F FILL,MATERIAL TECHNICIAN TIME CHARGED ---,APPROVED VISITORS t. ., / ��E`-QUIPMENT USE11\\D FOR HAULING,. FILLIIN^G, COMPACTION, WAT�ERtI�NG, ETC1x.' \` r- Nre a 2r, y /C"2-W-S r � off- ] d i120-c\L-Voe, .. / / 8 1-1,5 04„L6SG �� ,, 65 Ac y '/ �b��Qll / .. ti \ /\/. FAILING TESTS, LIFT THICKNESS, OTHER REMARKS SPECIFID LOCATION WORK PERFORMED p 1 `�'� � ^� N1�d1 p t; # C', oD Omk VA& P\ ilkX \ t� V. t (9\\4\1\1 -&"\1,�t \1 mi 11 fit\ 1)\PV04 (ATE K\ Kocw . Wit. f�h\Q,( 0,\hb (\L\ 4 6\\\� 9 ( k, ' `i41, - D �� sl,k ID*1\ c4\mi\t\t) yo(16 txt, .A1) 0), 1,4 \a co113,. N‘ \\1&t\o A .6..,'6\% 0,4 '\. a \ by SO( 1 Di\LN\!\1 ). u COAL/ 2l. 6tk ,P.\v Vtg Cb G v\bct Crai (It (\ilitA �.G�J;A`�� irt5 /1e&G -Voe- Wk\).' \J ot�i\br _. 4U 4►��C,�. �cb icn�\k,C Co �/� 1 �� " ��RK G NERAL DE I4IPTi/Ov. dF PERFOR ED °�"; cy \SD. ' ►11 Su µq (��/l o�. YV \J) mto LwM1. & 1 t1 L,(iki 64 �otilA '� {\ ci5v(' R. ,414'� V) �p �� A k DOOM o, 4 1N4,' 5011 \t. : \ ' k oo 4 \dQ \p'�� poi. _� \�� l`. A v,�, h �i\4o �: ��k, i tvp. L. NQ\1 c \J L Qa a R 5 0,6.\b N h( \Maki \ :o k s Ac. 4- 11 0 et&' lv-ttA AREAS OF ADDITIONAL CONCERN 7 ADDITIONAL TESTS REQUIRED? NO ID YES 'J- WHERE? a.sk,, \tA \\„` \11e r\ .6( f) � �{ ham \ II) v�r �� (� tlAc� /+ p�gy .(j REMARKS: fi(W . Q : DO /,(,y% Lark(1\- r40 lUntil frA--11,-ify g1.10 -1, i.��hGl1 no ftylita 36 '(rave:l ..1/2 t`cu' ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK "Converse Consultants Inland Empire r. 630 East Brier Drive, Suite 100 San Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-4830 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE t OF JOB NO. CLIENT DAY TeSc4(l �E I �� LOCATION CITY (�l�,e'?]'„�.�i�.��%( A 414. WEATHE13 5a1111�j•• 1'!%1M' - PROJECTENGINEER G9/l GENERAL LOCATION OF FILL 4 Al Awe PURPOSE OF FILL OR NATURE OF STRUCTURE TO BE SUPPORTEDQQ S?ar�?-k MAX DENSITY STANDARD ��{.{ 5 OTHER ' U& LAYER` I (SEE FILE) GENERAL CONTRACTOR .j f.A0 d GRADING O E RTHWORK CONTRACTOR (/ P,g5 , TODAY'S APPROX. YARDAGE ---- GEN. CONTRACTOR'S SUPT. A/ GRADINP CONTRA TOR'S SUPT. OR FOREMAN '1�r �i Y RDAGE MOVED TO DATE SOU -1.C/77 f4-41 Y TESTT4,,TROV.? VISIT S f4 �pgn ��ezO CC i *�, l EQUI MENT S DH ULING,.FILLING, COMPACTION, WATERING,,ETC. A, 10 p ./I' t.��G 4 a ff(✓, �rp / <,, (- / 93a (i,k (0.iel Z - Ou/np -kruc.Z5 /- Z 35" k iBe jAA/ hr�G% // ,. / / FAILING TESTS, LIFT THICKNESS, OTHER REMARKS SPECIFIC LOCH ION OF WORK PERFORMED /� / / ,-/- �, _cis er-,I g : 0 �L�/�� /!//1if ;vj /?. / a �S�/�/eiei1-rt �/?Q�' ,QY Q f f./ eft ' /,fir . / - &hi;�� ,' l /u (/ -Crime �. C,� o ( m- r � r !° /144 e O ;nn.` Z3c L ,," _,G _ 02) -25:1A ,/,..e4tiflAR GENERAL DE CRIPTI OF W ERFORMF�Y1� _AL,�/l ..� //7 _ ,�; t 11�ie �3or��,e� /lox l e / e /a : '3'o a, ,•. 757 p �G- ;c .. / / ��16 A O_ei-its a-n�- /y1 f.,f4 . - - ,e7<4L1 44_ ern, 4 fr (4) ,> _e / . 95,, oz_ , /7,7e--- �t7 AREAS OF ADDITIONAL CONGERcN ADDITIONAL TESTS REQUIRED? NO - YES 0 WHERE? REMARKS: W.i U` - iz:OD 7-0 (Z:2 ogpw.gie- : d� /00ee( - 9Z AAA ✓ ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK 3.�.ak'S�. �s�'�w..�:;';,p!'N, r`F'r, a F�`�ii,:'.kf di:nF. i7 r.iq-t�k.•y:#�4 o.t r!'-�.3iT'. , :'i" . Converse Consultants ‹V Inland Empire 630 East Brier Drive, Suite 100 San Bernardino, California 92408 - (714) 889-8004 • Fax (714) 889-4830 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE t OF 1 JOB NO. % . /z-fi-4r,.vi CLIENT DAY lFo/Gn��F.« DATE �-47.LOCATION / CITY /u`2, feahr'Uofi,/� 41/K5��x 1rri rtr WEATHE ��in -11 -� PROJECT ENGINEER s L/� GEN1RA LOCATION OF FILL - A ,ov e- PPURPOSE OF FFIILL OR NATURE OF STRUCTURE TO BE SUPPORTEDkitz,hq J.k . ..!- Y L� MAX DENSITY STANDARD OTHER G11 LAYER ❑ ((SEE FILE) GENERAL CONTRACTOR s)sco RADIN OR EAR HWORK CONTRACTOR �. V. Coks\Tu o�A TODAY'S,APPROX. YARDAGE P r� GE . CONTRACTOR'S SUPT. GRADING CONTRACTOR'S SUPT. OR FOREMAN VI VP YARDAGE MOVED TO DATE SOURCE AND CLASSIFICATION OF FILL MATERIAL ' 51\\N 4,4A vx tgtr,V TECHNICIAN / TIME CHARGED APPROVED BY 61-1D / (,, . _15i,... .P� ter-'' VISITORS / / EQUIPMENT USED FOR HAULING,FILLING, COMPACTION, WATERING, ETC. V-1 ( bOADC Z- 5..r,r 0,-,,,e 1 75'5 6 1Ji(16110e. / kt\b I VrU1)4' 1 WC �\ e\tq IsL tee • c G¢Pr\Ix / 16\ / / 1 t / / FAILINGG(/T_E^STS, LIFT THICKNESS, OTHER REMARKS r r . f SPECIFIC OCATION OF WOR PERFORMED 0rl nl)4 '({lc\\R )1l 51‘(Q `1 'i 1� Ata ` X �V\Q v,\ \y , \tio -y, 1,0A b►(/ Grp( x\vk ii... b2 k\\I/ \ ( \\Q_C N 6-&N \fQ4 \\ \\Q- Vi,h e i_no. / DV.1.1 ` cka OI p(- P;b So �O(� a kit Cn� -J1N t �� D l it T i' i1 (C Dii ,\Jki uko !z Why" or" 4kjeij Gvv q LaJi r Ann1b '3 4‘ 6 /a[; k f I Get rt. �d.n rb, 4 GI �- A,71 ip !' a ( 2' I VY161\Uti ills %lAl-i Jb /j i�'ra,� apA. CAS rn `1,1e\\ n/ (1) GENERAL DESCRIPTIONOF WORKPERFORMED Y VI b c bfv q_ch,Y, \ oo�. Ck. 6/6a\ p‘��1( K( /.3Api, o -` & ' ,4.tk g, Kt bk 4.oA15,4 N� a/4 l L OA Q, AQ11 C�ttl`� \ \J i\�- , gi642,� (e A 619 Of WY. \ a.ty , Ion �� ,‘A \\\. �V oifi\I�cQ�� - 1 1 6'"+( 41 2 . D ��t ,\a fin$ \ 1. ,-,ti ,,,,.\i AREAS OF ADDITION,AL CONCER ADDITIONAL TESTS REQUIRED? 1 NO YES 0 WHERE? REMARKS: ap2Mfa ; 4, c' L Ury\a - 1 i ', t -r o (t ;'3 D Deft rva-2.'3'7 i2a.i`t -45 NO ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK k. , ,". : • • . ...• ,11".. V,-.1::•.••••.•-•...1:,...=`f it",,,,,,,',,': r.'1.: .,''''.,'''fi.,:.;''',;ii...' -"'".'1•"';;•;-0;;•1":?•i''''''';':,;'',;';''t '',.."4`-l'I' '4' ' ' CtT.'1;•:,:i,t<..,ti.,...1,4'i,i.-4:;•''; ...,..zif.,,! .,;.,,,CL".t.:0,Ity..";KAIS7,:47,.,,,..4.°.;•;...•e*.;.;il'i.:,,F 0,;;7'.',..1';:,.!' n^' - • .. ,...? N' ,""r;,, Converse Consultants ‹V Inland Empire 630 East Brier Drive, Suite 100 San Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-4830 DAILY FIELD REPORT OF GRADING OBSERVATIONt - PAGE OF JOB NO. , ^ Al/531-45'01 CLIENT CCI Vow, - . D Y ilw 6 DATE -i-12 LOCATION ; CITY • '(of( fiaff ,,,,,A•kit.,,v,... EATHEF • . PROJECT ENGINEER .5..La • GENERALOCATION OF FILL . 0060\lt PURPOSE OF FILL OR NATURE OF STRUCTURE TO BE SUPPORTED c-i-12.f.rf- ,&I MAX DENSITY STANDARD rri 5-' 'I-1 OTHER L1L LAYER LJ (SEE FILE) GENERAL CONTRACTOR GRADING RR EARTHWORK CONTRACTOR . Ilk TODAY'S APPROX. YARDAGE GEN. CONTRACTOR'S SUPT. GRADING CO ;ACTO 'S SUPT. OR FOREMAN YARDAGE MOVED TO DATE SOURCE AND CLASSIFIpATION OF FILL MATERIAL * 1 ' 116\PO \JAI TECHNICIAN TIME CHARGED PPR D Y f lt, 011- 0 0.o . -.. / . . .,.• 1. VISITORS „ / EQUIPMENT USED FOR HAULING, FILLING, COMPACTION, WATERING, ETC. •3.612qfflp,-\ce. \1S-52,. ntit citAt_...K5 b kV 61A(A1-14 1 7-S6 12t)1/4tAL--\,,oi 4)\R U3cAoic 2- Oi4K tivAd, / ,I. . _ / . / - . / ' / ' , FAILING TESTS, LIFT THICKNESS, OTHER, REMARKS , ' • 1 , • .1 1 1 ,, . • i - "''':' • . ' I l' ' • ' ' 1 -' , • SPECIF C LOCATION OF WORK pERFORMD _ ...\t‘ ,....---. lt la MA 1,0 WhA cOi ?0,61\t0v,k(tt, 0.,,\t Ntt#\*\',.'1,4 \t'i3OQ, ()AAA*, Jky, qt) (,,aLited c4CY) 1- C?C_VSNA iV41\19..f66,,\g4 Ckt, 1[44 b \or,c,\AN0:,(44/7 °t kr6tftb k\o_NN_ Ntkccp&z, \c,-,-\\.. & \1\1), i\l\0 zoN,e Mo\c.1$\k\e:Nr-D 47k\L &-12, a dip!, L1,1,QK,q1 \A .-f . \ GEN RAL D SCRIPTIoN c.)F WOHK/0ERFDRM-EIY Oa136, \$\\ (Ain Vroh A .Lh\s-ciL\ oc Q\\IQ_.(e (,i4A N\Q., c & cD,f\t'AA\ ,\,c,, DsN 644,1( 0, 6, - I. ci_qu\o_ C\2, ID ("cz., \Ay., \-•,(,1\ 2,. ozitt-N6, ii\vU\\ )Q. ; (I tx ,\,QAAt ( \ v)P, O A l'At- l'A,V trCt 1)0 04A -t NOW 9 'k "q2 ci 3-.\ --‘61MQ--- - . .... ... -... ._. . AREAS OF AD DITICAAL CONCERN N -. ;• , ( ADDITIONAL TESTS REQUIRED? NO 0 YES 0 WHERE? REMARKS: .11v( k \\I& \ 0 etin.N. tov - )7..00 -ro ijYD h9 v \-\KoL-- -r‘ZP-QQA - IL Lou.c ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK Converse Consultants ` V Inland Empire 630 East Brier Drive, Suite 100 San Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-4830 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE _1_OF ( JOB NO. —b.. �1-A58 -0► CLIENT I j4O `con k0-na DAY V) h�t,r� DATE c\-1- c12 L CATION CITY ‘.Ot'�A tICI Pct Ot\IS - WEATHER 4,)M I , rweitta4 PROJECT ENGINEER - (Ai 4 (� S L- \k EN RAL L CATION OF FILL C�OV. U PURPOSE OF FILL OR NATURE OF STRUCTURE TO BE SUPPORTED Q�1� ( MAX DENSITY STANDARD 5 OTHER ,-LAYER :. • (SEE FILE) GENERAL CONTRACTOR wz) GRADING OR EAR HWOR CONTRACTOR R. Loy\ cv c wq TODAY'S APPROX. YARDAGE tJ Pc GEN. CONTRACTORS SUPT. A . ADING CONTRACTORS SUPT. OR FOREMAN \\4.Q, 4Q,,e ._ YARDAGE MOVED TO DATE rktk SOURCE AND CLASSIFICATION F FILL MATERIAL \may s W�V TECHNICIAN TIME CHARGED PPR A is' / / VISITORS / EQUIPMENT USED FOR HAULING, FILLING, COMPACTION, WATERING, ETC. G,ev,1L-S 235 �261-�- \Noe, w / / k;0 4t.c)\ otl\ \c)PA. \l \bth k 20\\ :q / / , V\q ,\Q I S< a 0-9 (1)41,\,N„e, / i l •. likkek. kro.c \a- I. / FAILING TESTS, LIFT THICKNESS, OTHER REMARKS SPECIFIC,LOCATION OF WORK PERFORMED !. .11(c v rm she. & q ,4 o ate"- net\ CA) e eve k N�\tgV.( 41 e, p, cn (1Y\k \ t\ \ tyy\t k<Qr'nl,� 4 oi►- ?oil K N4f4IV l. \k \ . ,br \'b& i, tiS N-1\-0Q- 0A-U4I►, ($ \Q.Ck VI1\ $9-\ A , t\t �j/(0.gAz of U t\O 64 (OM r 0< 2'I 1(10) (dIrl. taVt 1(V pia\, \e .e\ fx sARoN, 1o&\t, aL\-2� ( ( �Qt' �.o`l\\ac �t D�\\t \ \" .��\ �G\ G� ' \�, . � tb fro O61 � p� � � �'� S �� \ pV4\1\j\. �� 0, 0., ,X ,\1,01 n'n 1.6k �6-1 iknA014i OhD ho, ( iAL 4�\\v'ckv&fx 9- . , SCRIPT ON OF WORK PE FORM O '` tt LL ka p i'-�'t\ X s, tD l t kU. L'6 �, . g 1 o Ou\ u.'o \ vt \ID ti k uG (A 6 0/ k j4-1'(fJ'. t �V(L, p(1�o b �4ktt �- siQvlor4., \ Vo0V- (MO10' &i#:& t)pV= Otv/1 OS' Sc II CI, Sob Via , .,� 46 g\Pu.it (Lily, to/6 A Wmat. hi\\1ar -ti •Q. gab \kViA\ \ \ IA' 60,4 VO i y; \ 64,. s --(ems o,\ c- K w . t,\) tick. o \ 4 .(i)) pGs.L,A 0,4o. Gin OrAstric 04 \ .\coo L ON (_1, CM\ /C°Q-UA Vi4 er61 'A' cm4-0/\ 0\.olb. ,x1\1\ v-‘ d\D'Aiar\ 'eN9,- -6k 6k\ le)-nW -vol\- ‘)-- . 9 qlr.1\ \ b2,, o , ,t. c�C 9hiv) 0,tk Co,t1,0(t's c1--;-`t., \ \,\ ().; t ak Ai 4) AREAS OF ADDITIONAL CONCER ADDITIONAL TESTS REQUIRED? NOI YES 0 WHERE? REMARKS: Arrl✓AI- 1 30 pmt LIhPLAn - t7 '.or' i o1�,•,;' t10 fa (1-vie, - 4 :aa ENGINEERING FILE • WHITE CLIENT • YELLOW : FIELD FILE • PINK �• z:b r'':3i;�y •.--. b-,:-'V., '., -:rkr -,aR. r;<>,�, .,..::>K?'�1,,-� �5•,J,`s� „.-cP'�;v r. Converse Consultants ` V Inland Empire 630 East Brier Drive, Suite 100 San Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-4830 DAILY FIELD REPORT OF GRADING OBSERVATION PAGEOF JOB NO. 92-P/-45-e-pi CLIENT JO L 4,3_ --Irian DFyY DATE �- 7 'z LOCATION CITY R4 WEATHE ' PROJECT ENGINEER 5-,./.7 GENERAL LOCATION OF FILL n A ,, t, PURPOSE OF FILL OR NATURE OF STRUCTURE TO BE SUPPORTED -�,/ / �%r l ^" i- Caj '. MAX DENSITY STANDARD ,�,,� OTHER k d LAYER ❑ (gran GENERAL CONTRACTOR JGv GRADING OR EARTHWORK CONTRACTOR 0,D GI.,1,4-4,1,i6 ,-,- TODAY'S APPROX. YARDAGE '.Ft GEN. CONTRACTOR'S SUPT. if A GRADING CONTRACTOR1'B,S/UPT. OR FOREMAN / i ZP ": p /S " YARDAGE MOVED TO DATE A :!. SOU° (E AND 57/ 77/ S( I5a,tN OF L 4, RjAL / J6 0 a - 6. C. TECHNICIAN TIME CHARGED , .AP RO B l - VISITORS /`,'/ / / EQUIPMENT USED FOR HAULING,. FILLING, COMPACTI N, WATEF(ING, ETC. ?36 Ll`oc, 030 crr Oa /nl�� .fi / ... 0 / OOx '�r/-G, - , / 5Le, /oa dei/ 7- /%t,,-� /-6.c. /s 7SS e Cr-1 .e.Ae. - 1 / / FAILING TESTS, LIFT THICKNESS, OTHER REMARKS /'1-d SPECIFIC LOCATION OF WORK PERFORMED, ��y /7-777 � 4,� s,-74 �-1./�rd Gtr , n& p i ; o� J I w /l/ r1r/ /l/Q (� lac , 114 - oil f2 t 6/7/S k�o/Ya<�D .. 5 U>l`. /%izr', oc, itv, d �S(47 / 5. . . __ o/�' 5'er/25 0• u r cam) S, o/a e /�st--d y a-7z 1 ,, , S,"C 4 ft/7. /gr2 /tr>e aic. /k ✓� �1/ter 5�-'�~ (a-� cr.Ya // (yr C4� ca <Sed r Uirc��l s� or. GENERAL DESCRIPTION OF WOR%P��ORMED � � /� _/ / /' / afi x (ADO ',e.feel �� /�/u/e . ,af fi©s (" .� i- agh4)/5.eL- -vei. / _lei t. - 6,,.>a G -e P%I rs i-Ins--Ps ©A, .MaIrt_ G n.� --7e Ii S-ree, k" j :. p1 / �D � s pacs�e c( r°' 4��rc %P vr�G>c'� �Sr�, . - r,, -, ji �- ,z . ';r) 65 s/1/6, lire 6f to 4 /( '5 , ..o -4- -L�.-- / . Gam- v2... s+- ra,s 0.as .61 ke r.Pilles d , / `/ , ,- ,,(-e - t , -ia rra' �-4- :'3d ��„� 9 - 2 - s, 0 AREAS OF ADDITIONAL CONCERN o ADDITIONAL TESTS REQUIRED? NO' —YES 0 WHERE? REMARKS: / f f f (1a 1` l 1.004Vl GGt rtC L Dtv nod \Qr��7cr , 03 ct0 .ro pxcolo_1 ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK Converse Consultants ‹V Inland Empire 630 East Brier Drive, Suite 100 San Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-4830 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE ( OF I JOB NO. qZ" g1-4£s of CLIENT SCZ- cb rhAck. DAY MN' &I9N� DATE er 31-yz OCATIOQ]N y CITY1C3,`^+� WEATHER `I ",A PROJECT ENGINEER F�, G N F L' LOCATIONI OF IX\v bVQ PURPOSE OF FILLORS NATURE OF STRUCTURE TO BE SUP ORTED S��1v 1:_-,) MAXENSI STANDARD g LAYER ❑ (DSEE FL E) GENERAL CONTRACTOR _-E P GRADING OR EARTHWORK CON RACTO k 1 V. C. •«1y TODAY'S APPROX. YARDAGE ,,i a GEN. CONTRACTOR'S SUPT. GR DING CONTRACTOR'S UPT. OR FOREMAN YARDAGE MOVED TO DATE S CE A.ND CLASSIIFICATIO F M; 1.1 R` ‘..2) ^ • O et� o „0 op. ;NICIAN / TI?; CH0GED .iA PROV BY VISITORS ,,'A -ic / / EQUIPMENT \ }-(--- S1 K USED AFOR \`a)\ QJ\ HAULING, 1 7 NG, i�\Q`l PA\II�N, WATE-4G ETC. kid -vc,\LS k- S\z, p \ar / / r / / AILING TESTS, LIFT THICKNESS, OTHER REMARKSyk ota Q\�' -�l\ -. atom- tC�k--S -& 410% l4,4‹ !0 SPECIFIC LOCATION OF WORK PERFORMED itqco.m,S"1AP �, L.k0a1z, P� p\ W k .�� . �. S 4ba a�� t . \ VDo\- S\� �c Q1t4>4\ -1- Di UN 5 ,5_. V1k\ka\`) DO \\N_'4A4. 0\1\d 04 4ikL QNCf1S,� \ Ick\,) C\0%b U( \DQ (,� XIaG1/4'� Q OEM -; G 4 .L,lA.\/) t)(6,a \ Qt o \ �, G n um G C.ck • . O ' Q . ° 3 C \ \ `V `.� ES1 F TI \ / O RK PE4R\f�OR L� c \ U C LQ2� l� l� 1Q .1�\„.. c `��'4i4A\L) i." 0v4 ` C.\\ o1_ to okxl 1� 1 \ 0\rt •\ �1 � \ 1 1., (): ��k\ / `N \ IL\ �Q`\O W- \ Qb� � \AVc" (k\ \KtD -- a \OJ \P O(& . \` A ° AREAS OF ADDITIONAL CONCERN 4 i ADDITIONAL TESTS REQUIRED? NO YEs ❑ WHERE? REMARKS: A' 111I' A' I N '. U 0 AinA LIA nL 12'.b0 4-0 IZ'.3o U2Posca-Uc,_-4..35 evv\ ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK Converse Consultants ``✓� Inland Empire 630 East Brier Drive, Suite 100 San Bernardino, California 92408 -- (714) 889-8004 • Fax (714) 889-4830 DAILY FIELD REPORT OF GRADING OBSERVATION. PAGE 1 OF j.. JOB NO. 9z-,/-# -,- CLIENT _/Fo-,0,4a DAY It'd ti DATE f>� 2g-9z LOCATION CITY J �.. � 6�> � WEATHER ��- f PROJECT ENGINEER 5 . c.. i-f , GENERAL LOCATION OF FILL N \x--)0) 49 PURPOSE OF FILL OR NATURE OF STRUCTURE TO BE SUP ORTED MAX DENSITY STANDARD V LAYER ❑ SEE FILE) GENERAL CONTRACTOR 5:41 G OR EARTHWORKC`ONT 0 OR TODAY'S APPROX. YAR AGE GEN. CONTRACTOR'S SUPT. t✓- G�{DING CONTRACTOR'S SUPT. OR FOREMAN YARDAGE MOVED T DA I��L�,5k�! ;1�; SOURCE AND CLA SIFICATIOr' OF NFL MATERIAL 14-ii Sa,wb w i rz orb _ 13 C, - o : & (,, . a TECHNICIANtTIME CHARGED /7 PPROV BY (vt-r� -7. VISITORS / EQUIPMENT USED FOR HAULING, .F LLING, COMPACTIO , WATERING, ETC. 7c �2ZLJL.\ oe Z - J umwp k-rv-4-- ) 1' S ki-\9 L ba14-Al 1' 1,0 6A-6( -V i v.IL c 2- 755'6 ipie 61,aLot tx) Lot iitibl4Vor� e(441 Lilfet/ / / ' 1 / / FAILING TESTS, LIFT THICKNESS, OTHER REMARKS } SPECIFIC LOCATION OF WORK PERFORMED 1\0"` % bA 5 rk� 1%36 cvA O jg' IP�� f � I�1 (-. b�5e(OP�•kti\'Nat( lib) 1e(t�Mivti �P-.y t lk\IP >�o�. � viii0 r t v,t. vi.'v �1�\ OQ att� \At ,tr 1i �It��,A. Gm4 i)10td1A U I` Or rAD1 4' ! '1 me 4o, k i 4J l\it j (X'(� Gm� 5 to ilitqU qiVa,,6 rA1a D,, O P,t V �,U)� rnQt� ev�� (,��P(�t.�5 �, 4'� �e�o�1�r�, � 4y1� Q��i(�,� ) �. Aq l,oC , .�(,�.��Nk,.�1��.��o �'o� okt k '`� . v, 1�vt L t 1,o4- \o- �GENER TON 0a6h 41: E ern G . �) 4 k\ :t. b'lt ( L ES RI 0 WORK PERFORM D o, C 6a .Lo,a (/o( 1,RMc G1, 171,00 Prn Pia 101,01 Al-a;',0 Five•, �.*A, \I,Jik)c.\.\Y-• Ark q\M Qci'.1 (co&ei.V.AtA\K\\o'N 04A \ \ \\1\$ot $\ VQA\s1m Am VDow QkdVAcNI Al _,0.c$1,,1ee, (,(A1,0 0(1 01 .5\ Q- ‘ \ro'\\ , k\'4ttce4 k tt t,.\ S c, \ 4/- .k `O tern A1- 6 G ( ) D 'Il 0 corn N4 S PAV11 0 (10 1N C ��A NI r,\'sr'(ti \ k t�bb- ctokk) � iil ► S\- a i t 44 4i, (IA �oh (? k.45 o \ t)ecd A'tlil\ Lia,t(o t� (t� All ('DtPr_41 c& q5 90 of IgQ=��Q��r k ,- 0\crr4��IQ� Q. ,,AQ q\� 6owsk LQ ,s kRc� cl 'da1 . a(*A CO(a'. ba , , YO:Oik AREAS OF ADDITIONAL CONCERNt ADDITIONAL TESTS REQUIRED? NO 0 YES 1 . l , WHERE? �\mo,(ko.>�,t1i, 0.4��ltt1� C\i ,any, \0r14 1i,�14. t co►V\t1h REMARKS: AtwD<L: Q in n — LuN,t I. IZ :Do TD ry ENGINEERING FILE • WHITE CLIENT • YELLOW .FIELD FILE • PINK Converse Consultants ‹V Inland Empire • 630 East Brier Drive, Suite 100 San Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-4830 ' .,DAILY FIELD REPORT OF GRADING OBSERVATION PAGE k OF JOB NO. 91-,) - il5'- O t CLIENT I / 1 .S ( (6rl-FO-�^-0. ,,w,...._. DAY I, V Y7drt,� DATE in - rJ Z LOCATION L-/' (WaC6 CITY C'PAo-WNPC t lQ, lrOY\ WEATHER cMill n .- /.111- PROJECT ENGINEER S GENERAL LOCATIOV N\051J2 OF FILL PURPOSE OF FILL OR NATURE OF STRUCTURE TO BE SUPPORTED a S-stert C-(4 Sewex loltra.l5 MAX DENSITY STANDARD EaLL4YER ❑ (OSEE FILE) GENERAL CONTRACTOR ..Sc GRADING OR EARTHWORK CONTRACTOR a . ). c Q1\.sktl TODAY'S APPROX. YARD� . k . YARDAGE MOVED TO D TE GEN. CONTRACTOR'S SUPT. GRADING CONTRACTOR'S SUPT. OR FOREMAN SOURCE AND CLASSIFICATION OF FIL,L MATERIAL ` 4- 1 • S \ S4,n � �Lot.� ! l i (,,. D GO' 6' . D TECHNICIAN TIME CHARGED PROV MTO .t) _, I. VISITORS / EQUIPMENT USED FOR HAULING, FILLING, COMPACTION, WATERING, ETC. I- VS no- Zss f ZZC "re-Ack\ ,,ii l / , 1 v11 NT�A S U D.KU1C.DIlC/�NESS, / / G TETS, L)FT THI K HER REMARKS I SPECIFIC ASVC\J e,2 OCATION O'WORK PERFORMED o\ 5:&--- a� Q : 00 o c2w ' O /V/4 1 �b11\,/ U VNI' Q t Qa M \. n5 ,o, 1 d; 1' b� n �I,li\ I (\ c+ou,Y\ le bf1 MtlI\ I kvt/ kid & 41GC\� (V \i \'\ be '1,S V1ld r t„ a ,Nib,' \,A( rub v-6 W iv`(\4 ‘\'ra r v\�,'i . \ �` k-', 'J \aX ng--1o,r�\- i.Q.t,oar�a �C��(\ t4 \\ \d�i �t4� NNQ, 01,1 WA �ko qi \\0; -o� (2a,,,t � Qm Dc C __.�N- �1Q D �, ��,t�►A I`�` a..' 2")/0 D\ M. 1N Q, � ,. VO k6\c, A': , I� 6 4 P\�N Y�Uk,r E s1113 ON OF cORI P RjF�O[.,RMED Q, 'D acx L 4D . 0‘\ A. O\ lY G ifj ok I/s\ n mv w4A\ IV) Vot•Vk \ [x4, 0,1\A Via t,1kte,e0. a401tLt \b),4tiw-?)at)' 1 ('ol '107tA\' kV\VA6 ,,,,c 1� J" t, vQt4 DD,(\mi,h tt1,1 ytLo, Cv DIJoseai0x\a. MI(1.11b1\- DG LoSN5 k\, 4e4l, 1 �nAQb't\l, V IQ\c�, \AUS J14fd,DMAv011Q l Pi�KoKrr. c-: UN- 0 604G44 1 4510 \-,04 , \ t..4. Cr 01 l.AM\C\ r>; " \1'. Do Qrn .a kz\MA A ' iv, liprt, , i .1k..,(\& 9tIr&rar <461S�\ t. yo( c\2 Oa ...0, c A'.\5 chNI, CoY a ,ce.\ D‹d•O`novS4 Va\V, ' 1i1 Vwc Xiitit_ to AREAS OF ADDITIONAL CONCERN ADDITIONAL TESTS REQUIRED? NO ❑ YES 0 WHERE? REMARKS: ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK ' Converse, Consultants Inland Empire 630 East Brier Drive, Suite 100 San Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-4830 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE _OFJ— JOB NO. CLIENT ,DATE AciLOCATION CITY LW', QatzoS `� CITY/ WEATHEi 5gnntI't - PROJECT ENGINEER 501-1 GENERAL LOCATION OF FILL 0g6J6 PURPOSE OF FILL OR NATURE OF STRUCTURE TO BE SUPPORTED ' SC.regn' ( MAX DENSITY STANDARD Z LAYER 0 pEE FIILE) GENERAL CONTRACTOR .. G1DI G OR C�ART WORK CONTRACTOR TODAY'S APPROX. YARDAGE l' Aii GEN. CONTRACTOR'S SUPT. GRADING G! NTR CTO 'S S PT. OR OREMAN . (---'-".'" YARDAGE MOVED TO DATE SO RCE AND CLASSIFICATION OF S � Id-1 W LL MATERIAL FI1t2oc,IL. TECHNICIAN TIME +ARGED PP R �/E B / /VITU % 5CC VISITORS(A51( • Q11,k wait, 1,ds l' , c iLiV(04.6.4......... / / EQUIPMENT USED FOR HAULING,. FILLING, COMPACTION,aTERING, ETC. 23S 2ZS i'g6-LI -Loe5 I- WA S a-r. IL ' 1 R t Io ‘ 930 ' r i- (0,1y- I - Sk, p (Dada✓ _________/ 1- W,C/m , V bta o/t% lz o (ie 2 >`706 ..., . / / � � STSI►CO IYUQ711 ESSn•Q1�t _I Y 1EMAR't l lY QJ V .t SPECIFIC LOCATION OF WORK PERFORMED k I - toeir Aq\JQ ar S'&e ak g:, - o ; a.pr.1z Q Q- \Ji.. Cb_A,(1.C4.( .vo, wvaxdvnk 'L k,,S Lo,d,ca\S G,,;,100, DYE 4C kli,, .OM, Cj ().4 .., ;, *' a4, \� \ x C (1)&ot Sc t( *cli-',\ e `\\h ut nil 101\Not. G 1�5� a 5U �a e. a4 ru► � � ON W tU a IkG 1 ' � '.20 \ �- ( 12'► 2 o \EI MON \I. \\\ � a Coi �o a� ��, \�t Qi mk. \ \\c \ �,4QC L ; GU�6of GE E L E RIPTION F OR PERFO MED \i'kN . o,\,,Lya,,A, tsg. ‘a\Q.4 \-0 M.\) 4\t' 't(s. 41 V\/ \Oa i Okt) 4i 0 0_0(4 6 ; elr ktk4 a tQQ4 A. t\(\bv;,N,,(Q ult..S 6 .A 90 ilkI hm Mu �U UMd W 141-k no %/04 ioo.,L02,0 RA. \ '\,o c ..Tlt, +k) 5aJAQbNe: C/x9,\ k\A\-Q4- 0c SifiP�1,- �( 'OA' lni C'Q�ynS pJe p��0 �\\ ca4�e tQplilt�... �� 10 DI Ve��, d � (L. ��a��a, k �. �'(��-� ql� �i�(t� Q� ��i�,Au. 1 A\S° 'N\1;\C ovv� hIACIi Pi ��i4.A\ '(t \(1)\-1Uk} Mt (k5\ ..\4. r LOA OA a\- a'.0S VIA '\ \�v\►- /1ti�� iit\IID AREAS OF ADDITIONAL CONCERN I ADDITIONAL TESTS REQUIRED? NO ❑ YES l- WHERE?W\ Wca 0, v_,04II4 P +rt , \ \,,/ /\ '1D \.., REMARKS: ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK ri.:. vt. :: -.. a, 'i�� 4 �..:�:.. .T ;, �.,fi ` T �..: •':... «ins � _. !i�' �-•. . w..;i<F::.!<..:�..r�v:+w,«.+,::..w,..vw.Y. Converse Consultants ‹V Inland Empire DAILY FIELD REPORT OF GRADING OBSERVATION 630 East Brier -Drive, Suite 160 San B6rrrardino, palifornia 92408 (714) 889-8004 • Fax (714) 889-4830 PAGE OF J_ JOB NO. �'L-'d4' 1i5�G o\ CLIEN JFV�(ru�lcr tea DAY irs�G DATE 4•i5'II LOCATION CITY (ntkVa4.4- WEATHE PROJECT ENGINEER (- S GENERAL OF FILL �'� PURPOSE OF FILL At4OiT �LFCT�,�UPPORTED � t�LAYER I ❑ SEEE FILE) GENERAL CONTRACTOR GS`Iyy4b ADNGGO�44ARTHpp�KCO RAOR TODAY'S APPROX. YARDAGE GEN. CONTRACTOR'S SUPT. GRADING ONTRACTOR'S SUPT. OR FOREMAN YARDAGE MOVED TO DATA . SOURCE AND CLASSIFICA ION F FILL MATERIAL 41- MA( �I W I r_oC.L TECHNICIAN TIME CHARGED P OV D B 1a / 7,s - / VISITORS i4 A\ / / EQUIPMENT USED FOR HAULING,FILLING, COMPACTION, WATERING, ETC. Ct (o I('.6-) 13 b CfawV \o&A.Er5 Oda ,/, 6 ad ko , s Lp \, .ice AL/ )cAvsUL-- I 255, z 2 "rzegi-1t. 5 / / o �s I;o�d ��o�� i / FAILING T STS, LIF HICKNES , OTHE REMARKS /i 1 .� �aiNt \jecAuS� o� LaGL cyc04014442.iiiLo1>Lfn r, ,ct,.. SPECIFIC LOCATION OF WORK PERFORMED ` Ar(,J6 bn 2>k\/ & g'.3o a,". e \ )r �I�� j,ri, Q, \ o uts. NN\ (Ia\-Q'J WDS Qq.t.k\gt iAluatc oy;' 1 L clackYa1tP\4S\\a, Va Ya\S N 4ith a ov,& ttA\ C. Qwi te,5 , of 4b ii.y IfaGA . (34.,u1 $L r,,vt, . \OIQ�I� U ` (fiL yA c (11,4,4-5 v ,c 1,6,45 n.!a b k CI % k5 n \ L 5 z C o A �1,1, 041, o, �,a�RJIC>r\�t og\ eA h / 01\ 1 q) R. a 1 o D("r Q,irn,, (A,t ko 4u WAWA IMI,V �1' i�J,a\\ \ \ \ 10' 4'1e th 11: o b FDA 4 Di- \AJI\I\\ ap, � i�1%,� �kk o � Ct�) ` Iv- P +M .� \ � t � ctic & �roC6�4�\ 41\'�� \'� � (�� L �D �c4 `p0iI"C � 4 ? `�� fl��fDti, �(\ GENERAL DESCRIPTION \��o��a OF ORK PERF RMED a ��` a\� �41� `� �\�, k�j o\�t,a� �I\� \,gig °6'\°\2 D al: 6 00t \1CLi 4 \ 0 6 ISCIA. 0cio 9-0 \ -h, /(ztA)'' 60,p \ 6,„ ' w,\;S .-,, VJat, t h\, 2lob CMA 'MI( IKS('Is4 tIA4 &ua6 tank 600 5 S3 46r1/'.0 6 QAa\ vt►,kh ovyko, cm 6()(1 \ a t aA1/ .anb all 1 VOA kV 1'I'12%4 .(40 Su►Jkovoi 40.40(fta , tAita\S 0I\ .0,)401(1)4( oa wlti 'b1\RI► 'SOW' Ak'y'a ' eigt l - Zlnt 5I bpI t bw,. pi- L&i l , -to S�f' UK/ rpvt PURI11.cl6� d1),(v(4\Ao of hC �1i,ctot 1,at5..\ti , L,IA-h . av ;l 4ria t AMP 'fit t WIW \t (Mk tk A4 4i.SA \sat\''Cs% ti. \— q0II6o14 I,S 1,6\v(QA plNIIgj ail rti,1 MR Li)109 0114 Olt t WltAit 1Iil Lola Q& allgI\ iuyi' 1S(/\ .Qf?I Ili9Q 1'0 1b4Q AIN,SQ, Ida 1 j, UN 1'aQfotL.NY \?,Y.'\n 41)(0i)i) S IEcS F ADDITIONAL CON€ERN n (�P( t / ‘40krt,\\ F zz5 /(p��J\,,o USkti`� ��. P\rra�2.,iA\GtD.�h :91�1�1'A`1 I�MYI� .\L9 Ni�\\jn'R•�t , 6&°-\ {� t)4iat � rJC t Ga( e\Jim, `,aged A I` 4�I/J .. /A oi-a\ oc I A nit\ ).01, t)Alt 0(la b9/ IOI,o E�`S57, SREYGVI�., NO ❑ YES / WHER 1 ► �41\kA\lf c\AN, tour.A. nti I nC 0.'6D it 1 I,(J 411/ ai- �f 6\' ,oa REMARKS: ,AN tz . t)V.t\ 1nL\ (MA \II hi) \AI GS £) \AIQie Of \A 9i4 1W. ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK Converse Consultants �;✓, Inland Empire 10391 Corporate Drive Redlands, California 92374 (714) 796-0544 • Fax (714) 796-7675 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE. I OF I JOB NO. 92-,l-ytrr-,)/ CLIENT JGd1Ghn/�r4 DAY 111AN1�A i/ DATE . -zq-1z LOCAT ON - '\\ CITY AR-1 F1�,,p,tAli % Poi `A*,.A�S cbi -& . WEATHER Su nn4� !�o % PROJECT ENGINEER 5 G� GEN ER LOCATION OF FILL ri"� �7� PURPOSE OF FILL OR NATURE/OF S R/U/CTURE TO BE SUPPORTED 4,I SrINQY /447aI4 AMt 40/1' y LEI MAX DENSITY STANDARD C� LAYER ❑ SEE FILE) GENERAL CONTRACTOR G4C) GRADING OR EARTHWORK CONTRACTOR 0, .2. CbASlr t-1-I� TODAY'S APPROX. YARDAGE /,/i/ GEN. CONTRACTOR'S SUPT k GRADING CONTRACTOR'S SUPT. OR FOREMAN YARDAGE i'U\GA- - r'‘5,C,t( /JA MOVED TO DATE SOURCE/AND CLASSIFICATION% OF FILL MATERIAL �- 7/I�/ 5 W CL TECHNICIAN ` TIME CH RGED• P' :OV BY jYlrO ! (• } VISITORS >LI -A / t: / EQUIPMENT USED FOR HAULING,.FILLING, COMPACTION, WATERING, ETC. 255 4 22C. Ta�c..IL1Nocy I 1 '" gk►p 1v�� t , 7 `i 6 (Deo 156-a tei p ktr 44 v.t (. / / I 1-16)(gP, 1-gtpy . r -970 {Gp\coulS / / I I / / FAILING TESTS, LIFT THICKNESS, OTHER REMARKS i _ a SPECIFjjC LOCATION OF WORK PERFORMED 1 \ `n1 ` ``,r piwo, pn'1 4,11 Ai, ., a� As WO v.\`� ta. $1,, *CI Q/1sti � LI A in \Gxt; t% to ti\thk wit, a4k)k5 Q\%o s, t k\% \INI, c,V \' ,Ri.k �, Cita- G-�\t icon a, as\\ `1 \). t.,q. :_kk \e'A 1 \ �\ ,\, 4 '\. Q for tii. \'4"\I\L, yob �n� „�\ t;Ok. 4A v�� \ a. o� k oA 0t a I 4(th\ a 1A ct Wi t✓ A gG ,\ G�\ Q�� \ a�� , °1a o� ba �� ,��\ �u . \�� o �4 �i^� \rr �yo�� ,�� G>�ta\� Mi �t 5 syAA, Jig+ lI (1\1OUP, Q\Qk, \ itG. 01,1' `�\`2y\ vGc\\,c-\�\ \4.�'1'6 � S \br,,�4,t ,o,„,,l,,,,, 01, r',G,b(,,', GENERAL DECRIPTI O - O KPERFOR ED \\, i\t,7 �.�Y,i��\�`E''ZhctGv4c,rt�,,,k \a.\cta\Sash.��ax\\kitW\� 1'I\"\wit ItrA- i",ki 14, ,el Q.a- Qrori\\ C\it \4 2ti� ,Craw.\a�.\\,u, �a c�C \,<k,\o\� s �. �,�ic�t�Oc Wiy1n�� U �LG att Op.86,11 �u1 1o* \\A5 V�vvKL, t�hb\', r-)� ., ,\�. p,�4, ‘:vv ��k, -W(11 \\In �'�.ti' klQa a�� .0t ‘N a �o Q,1�I�1� v,6 4 R�a u G `i \ k �, vi'.Dp 4DI Ivy r tillw, k a a p2 � � � �� Q o cta Acav 4 dal loo-t;4�(htl FaVOC . NOV, 2� ck\e(0\ IA Nr��yiG d ' 1v I,( � oQti ti Co�� l � � � �5 � \ a SA () ti' tiD yclt C,1.k ,L 45,,M a,oOlr• kQ 1\ VD )AL-t . AREAS OF ADDITIONAL CONCERN . rr 11,1\:,\1..011;-- ADDITIONAL TESTS REQUIRED? NO ❑ YES �( WHERE? ` r �\ \k. wk 1,A\il , \, w,,j,1-4lci ixo 46 # \bra yloOt REMARKS:\{\n\ 11,1 \1A+ ()IVY Olt i>,\J‘i \D\M al) x\31k alZ 1\b( \`\ Q.QL df�Q ENGINEERING FILE • WHITE CLIENT • YELLOW ' FIELD FILE • PINK a1 i Converse Consultants ��✓, Inland Empire 10391 Corporate Drive ' Redlands, California 92374 (714) 796-0544 . Fax (714) 796-7675 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE. t OF I JOB NO. CLIEN cc, irg,Cizy DATE LOCATION i CITY ar .<\� ,'T kx ''"o((2 AV S G v v\�C...�.-".--. WEATHER 5 (XI\M ' PROJECT ENGINEER GENERAL LOCATION O FILL i\,`IIONIe. PURPOSE OF FILL OR NATURE OF STRUCTURE TO BE SUPPORTED SeWQX \�\R,(a�S t& Sk\C Q4)G(.'1 MAX DENSITY STANDARD Se_AYER In SEE FILE) GENERAL CONTRACTOR ae o GRADING OR. EART WOR�c _CONTRACTOR C ��. t ©Y\s�vt�,o+� TODAY'S APPROX. YARDAGE Aik YARDAGE MOVED TO DATE t • %E ARGED AP,PR VE Y / GEN. CONTRACTOR'S SUPT W +� GRADING CONTRACTOR'S SUPT. OR FOREMAN VI\I:e."& --Rc.4ec. SOURCE AND CLASSIFICATION OF FILL MATERIAL i- \ � S �adl�c - I7,lp, V cc..... ti� Iv TECHNICIAN 1A b . %�'' t Z - 1%,111� �3 a45 - 1 �iO .0 & to . ' 7 / / VISITORS . / / 'EQUIPMENT USED FOR HAULING,.FILLING, COMPACTION, WATERING, ETC. qbb : 4 Icy Gtorc Lar,...p.<S ' (�- �5 ,. ,da.%e�('. (,,..(_.5 7 5S 13 Go r4\ - ► / / 1 \- w\ 0-C� ,b • Y.0\\QX / / FAILING TESTS, LIFT THICKNESS, OTHER R ValKS SPECIFIC L CATION OF WORK PERFORMED Ar\\vb y Se - a( C\'.bo r \st \1\�C\,„ \,,`,N ,(1,.. \ p\,,, 40\ hr4)c R.., ,Owt, Q,li gn1\c\j: 0.(\ ��$,,sti va... „Cdc,,,P . iki�,, \`\ \ „'1 Q\ `4 ��l��a \ 9 LAIL \G\ \� <at 0\0\I a 61\ > ( . . t� 0 0 Ca t �) 150A4 64 V \Q\ L •. XIc L, 4\ iA ft QS + IiI0 \ WdS \t4 V tf0(G 0, � V a:vA i v\ ob ��`� �,vQ1 �(),),( 0,,a, 0 vbuvk l'o 'A, a '\,4- Q�� 4 y VI* VQ: Ot ':\ct\a�\ `� ( aO o�N \� \\'(o\\k -0A \ I? k\O ,1, • � b \bt ;\ �d � �Q, ilQJI no(A, ,ENE ALDESION OF WORK E FORMED \trila \ how �r T` ti. t\�i 14 \4 0\1 ��iQ,Q, \n\tl (e 01\ lio �t 4. \ictpia\5 04 /(oha w \\ \1\1�� t , ih( $Q a \thl L !AA) ' t ftiN i'" AIM .S(,IP,if i NVA 004a s,Q'6 %.\\k, o Ancl.k0,► aw�p�c, 0, (ie.)\Q a�it 01. 04a5 ;coal tia (t w c\`Qk 46 G 11,\AD QY \.,c,.41\1S wi .a\oti., CQ(GAc M\Q \L\ 1`\ s' .\\bS(G ot\ G iit VA(041'(\-':4�\}(tOki \Eb WA\. 7" \uSe 04 Z I,11 l Q Rt' c(and(\ VA 4.AQ3( k;i-Z.A\ 1,1,4) )(\t-\ , t N\QblQ\4 o' ec i(ACio.\/) `;‘"'N'l 0(\kM s\''"uk%'\''''N v\MAVL4) ki4,\°)' .m.' Pi(otl, iiii.\. \t•iti. ciAYKOtak\ mt AREAS OF ADDITIONAL CONCERN ADDITIONAL TESTS REQUIRED? NO ❑ YES WHERE? 4 IF i14Q\c). (Q \ilt \ 4.\6UA NA tlif)i' DA V1Q,f lk it, 414144 REMARKS:\\A pp \�In 11 ,� v�i_�6 NA.- O�Q1 kol' \\\,0p0.\\ Q1j .\bi t, �� «A\k{k.R qtlt ton4' ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK .JYVM •1.�� nr'tjii'•i i Converse Consultants Inland Empire 10391 Corporate Drive Redlands, California 92374 (714) 796.0544 • Fax (714) 796-7675 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE. OF JOB NO. CLIENT / DAY DATE LO ATION C�'Yna1a 4�e , T r��,�ve� AIo InI CITY pad ��....;� WEATHER WEATHER n�l - �e PROJECT ENGINEER GENERAL LOCATION OF FILL 4 rt ' PURPOSE OFF FILL,O{R NATURE OF STRUCTU E TO BE UPPORTED ! ��Ce! G�, LY JQV�/ilrta1e/Q��jGLC. /(� MAX DENSITY STANDARD Ca LAYER L(OSEEFLE) GENERAL CONTRACTOR —/FO GRADING OR EARTHWORK/CONTRACTOR e,2 G on s'irve he. TODAY'S APPROX. YARDAGE N P- GEN. CONTRACTOR'S SUPT N .h- GRAD NG CONTRACTOR'S SUPT. OR FOREMAN friA/r/i Pri54r ( YARDAGE MOVED TO DATE /v f SOU C/E AND CLA/7SSIFICATION O/F FILL/MATERIAL d '/ /Z °G � TECHNICIAN / TI E CH GED P 0 D /Y1 7- c) / � / Gc VISITORS / J EQUIPMENT USED FOR HAU ING,.FILLING, COMPACTION, WATER\ING, ETC`. 'g' u.LIL�o�S Co<A 71i7 rip 1 2- - 1/,%P V X�v-c..K.S / / c1(grit 4 gi30 C,(0�\-- L etis I .: / 1- Z75,--CRG t.1C.L 0e 1A i.\-� V Alrat"cev �.( .G --e / j / I ' .(1124 1/ lH r icki lA..b\` ,( / / FAILING TESTS, LIFT THICKNESS, OTHER REMARKS D ECIFI LOC\\ t)I W ix PE O , 1DE ►/U(�,- `hc4 IVk J\"\ocl..‘ \ ii\tilX.\\JLL` m \`\ t -` \ \ fAMt\b. % I'/ OA 6*\* 'k c\ 1,,\1,,o v4,,\Gov t;4 , \ti Dv &,4,\ a a wit DtO NIL 041D br fi ( �4at \lt, .,)\.4,4 bk ,- k oi\ i1l�i4', \a ,\h ac,k, (14 1)q, n NL mi, ,A. GENERAL DESCRIPTI N F WORK PERT R D \`' + i\ 5711;Tig' \NU �G�� c5rMs\ Lc �Jt�� 0\u ,{,kbx\ \60,,Vt 06 k\noiii C,v4V Wetii6, ii4\\ ?,' \tit4, lksio,\-,io4, N. \Alt°1 \okA WA 4 ti" \-bt4. \6\ 1:' A.1' °''Q'\ Q,Qt, %I 'L \° c\rt \\ rr; I‘ZI4t6\-k•k\�e\KoaM \6(\- 225 410tr/V/VoQ; (, L6)(Q .11) PO/Milt i iN Im a\ k% 4, (04.4\kz1. i,),( ,(k \ `(\\\ k , \ckt,t) J comb (4, Lj,k (0 (,i,5, 6/t,t,w•66 A kl\i GL, 0 G 1)' ` imp) 11 q WoG\ I '0\o\ikt6 p\L o( haSe. 644 'NONbc) 'Oe ka OGI La) cb( rya. 2. bi.'NQ .A, \e (m.,,t44 K*. 0 C \ Die \\ \ a 9\t, o f\ MQ\\ik D,1.6 AREAS OF ADDITIONAL CONCERN /.1_, '(\k`\4kv\\ . ADDITIONAL TESTS REQUIRED? NO ❑ YES WHERE? \ t\e,\modVI at4061, 0ki.5iit -i REMARKS: \ (loci.. O\iQ,`? \on k.‘r. k.tt LV 6\5 1,r* oh (}(O Y\t, '\' ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK Converse Consultants ‹V Inland Empire 630 East Brier Drive, Suite 100 San Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-4830 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE _I OF JOB NO. 4 Z / - L(5 / CLIENT cp / t \-&. '-`- ,. DAY ►JP,h514.1i DATE ' 5 -141- I Z LOCATION CITY Ci\2((V1�0 �kUQ K),VNIf tot� �c 0. WEATHER U. t�r+� �4ok PROJECT ENGINEER $ - u GENERAL L CATI N OP FILL �L PURPOSE OF`A ILL OR NA UROrF 1STRUQCTURE TO BE UPPORTED \ L'� U �' lA 14' 5 tI g MAX DENSITY STANDARD I lAYER ❑ SEE FILE) GENERAL CONTRACTOR �4 R AD NG OR EART WO K CONTRACTO i DR\f WORK �.�. �� t n ODAY'S APPROX. YARDAGE if-11 GEN. NTRACTOR'S SUPT. GR DIC RACTOR'S SUPT. OR FOREMAN YARDAGE MOVED TO DATE MCIA-Sr\5 .14 SOUR E AND CLAS//SIFI ATIO OF FILL MATERIAL 4, k -�\k<A 7Ge+ 11\GPI- TECHNICIAN TIME CH GED ..A PRO mTn % �. ./ \l� / VISITORS 4 .A t�aL �� W Oi1. le.irl 1�V�\ QOA\i1Ck (bt1� �Q - u S� SaWt 1r.rt� yr g .G gLa��K Q:;o Ar1A / / EQUIPMENT USED Fppgg HAULING,.FILLI G, CO PACTION, WATERING, ETC. - 3 ' 13c :�k 404 VICOPT ,Fy4 /_________/; (rh, Au C144 U 6A `I , Mt t II'' . 1.14616'( \\‘ A\kq QAW / 1 224 '' LN4eti �,� �i rb ik, / / FAILING TES LIFT T ICKN SS, OTHER MARK il-G` SPECIFIC LOCATIO OF WgqRK PERFORMED � t11i1 h fS , C\k k.i6 fok wa vile l V..• \ b\,tYJ0, kl" \VIAX % QlkoO,V1\1 1 G\Lrtllti 614141,1 \ \ Q, r ! of l\� ��. � �, �� ,t env �: `' , a,a � o� 91 �\ � � 9 � .�v: G t A� . \h\• � rL�t. , . � \�\t( O ctiA \G,C2,\ `t' ��1.m,c hj!t117u� \11� (I \ n6&d4, VI% D1 ��CQ, QLV k1/4. 6, nt \'1 \oh (1-,4 `1v, \'s &z,\to. v \ \ L- f\0" At\ G4 kiA 6,0 1i.'\. t TAW \c" ^Q- i A Nl L) CM L 4 .. t- AVG6 C) “7hI �t,�� kk6A1,— \O�\\ bk bv,\x,\\SQ L C QaI \cc : \o��A are 4\.1 i( 6\oh�Q ti G I� L DESCRIPTION O WORK PEF�FORMED \ \,`.1l � 1,1 �($�\1`� tvvq ii it.BRo \ y \C6� \ v \10.t & 1,o1 �\ ��v 6 iea�,. a6 1,a\ t\ 5(1rviti \,Jk) t,V 011 r1v4f,\ il1'A'\\ 6.. Zu tAt C+n\A (i\��, \`1 1Ct� \� �\ \$4 1' \\C 6(0A 6/1 it'\\A st k �1 \ti 2 : 14, pro w �t 1 le\ C\44 \ \\\ Y) °I Ni;2 A\ a-e A-I- --C,\:-5 .vohot--.) .k.,k( '('‘\\,`k\t 11 V\4`) \\\- "'k\v\,01tx 0 D*\ cN,.< c-Ak. v 1 AREAS OF ADDITIONAL CONCERN \ ADDITIONAL TESTS REQUIRED? NO ❑ YES 6fl. WHERE? ` \� ^ `^ �j)`„M� 1.3\ ,6 ` \�\,,y 1 \1 0, REMARKS: ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK Converse Consultants �`✓, Inland Empire 630 East Brier Drive, Suite 100 San Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-4830 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE _I_OF_ JOB NO. °C67(.Mt-D� CLIENT �IPtGotArwL;. DAY, -f eil DATE -1T-4Z. 4CIT / �� L C�ATI,O,'N� •\n�+V�(KI ) V„d.1.1eAtc� WEATHER • PROJECT ENGINEER GE E A LOCATION O VC d�� PURPOSE OF F OR t .JeU 1 € £ ATURE OF ST UCTURE TO BE SUPPORTED � � "' ` X DENSITY STANDARD L� LAYER ❑ SEE FILE) GENERAL CONTRACTOR Scct GRADING OI/� EARTH CRK CONTRACTOR C•�. \.fJ� +(tLJ�r\DYt TODAY'S APPROX. YARDAGE . PI GEN. CONTRACTORS SUPT. GRADING CONTRACTO 'S SUPT. OR FOREMAN YARDAGE MOVED TO DATE f�!� SOU IAND�CL till SIF IT ^W fi 'V1`i' 1 olO J FILL MATERIAL K u 1`L TECHNICIAN / TIME CHARGED/ROVED Y k D // r, 7/ ( / VISITORS . ^ t1. IA kI,o((; �1 i? DPA . , 1/t'i _ t / / EQU- �IPM�E sTrUSED FOR HAU G,.FILLING, COMPACTION, WATERING, ETC. z/________I � 7- /Za ku(IS , /•2zS ([i / DQ q!A it, / -si(P idAJt / I-yb,ig ` /-1•70 •(rnd t44 (4,5 - FAILING TESTS, LIFT THICKNESS, OTHER REMARKS '._ r , �. NLOF 5PECIFIt_OCAT 'WA tYk liM A �4PERFjRM q, `\„ I• \ � 5'\ �' i) 4 `eta x\I ia'k 9,u,� aS 61) �Q�91 k1C �i U `UpUk, � yl\� I \bctowt, kx\,,,\ t, m VI t,\AQA a 9i :1,0 k 9'I 04 ," V\;�u� sL �.�.t �� Qua t & ` (e L( 4i^k/5t (1So \q� Mt ➢hl 1 Q tl� �¢Sak�� btk66.4Attpsit,Wowt\\�0� c,41 (/4 I ttal .V. ��tk 5\* Aput o tlt \1 ti , t t� M►�a Lislet\.(I.r1 (,Ino. ek\\t‘ 0,5 kEk\mitr tM[.. Jd is do kli�l tNt�� iY 1,RoSe 410& Y1it V��0�'+"��'�� L& 4 \JLVL ./1 a \it��= 7) + a5L U11L� 2�1 �l!�i t` .� �,. ENERA DESCRIPTION OF RK PERFORMED r ��F1 �� f Aa ,� P � zi4 -fir cLi� w d-\ v l l . ,' ( .1 , i ta.k eral�� Q ut�� ,1 a Ui Q 4'0 -kake b y No 1�<< bg,►� 1 Al 4 bh, Saii,11a4t. N\11 i /UM i A ?API a3 A a z')It) rlalt. NWAO Nt. itk h .t Da,' -;D1a a_xc-,ko lbC ,co lee,1 pillm with. a1rOnrakri\\. of c,\JQ i Grp all time txrtl5O16rA tai(4 ho olId) 10 11,41A aule 004 k),G) iOlace,‹ \'a Su (\1�1 1)�9� , COI \5-C1,1 A L)D 61`.400L711, Obti� (1Q' 5(i -CIS of )(4,8 1,1v,\4� (5 41,. , ow ,6 Q \Y65 pcVQ 1 WI 47 , ti0,1:644 'f'e. ' � tOM% �� 1\�� K t).A. I �.�S {K. \ c� trr�� 2 ila eil q S71 F'T 1 �(m��'6\l\l-k %\tith 1 . ‘.%4C‘All \ W(\4 9\ \ Ck\kO\ \4t)�� 1)1A A EAS OF ADDITIONAL CONCERN I/ OA- ADDITIONAL TESTS REQUIRED? NO ❑ YES I13. WHERE? k,5 %,\ ,,v�. ,1,,\ ,\4 o , \b vv.) i, vi, k, REMARKS: \ \ 0.* d ‘6, tm,A V1\ 11,kk Vekkv U\ Ole. %, k, U � , ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK ,.s>..�.,:�• s:�Nx,�sr -;ems, Converse Consultants 1W Inland Empire 630 East Brier Drive, Suite 100 - San Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-4830 DAILY FIELD REPORT OF GRADING OBSERVATION. PAGE_OF JOB NO. CLIENT D DATE yQCATION CITY 7.600 S 7o/t la,� (,'�l .t v ./eve I� Las 67.6004 WEATHER Sc.1nn f-10" PROJECT ENGINEER S- f( GENERAL LOCATION OF FILL AA c PURPOSE OF FILL OR NATURE OF STRUCTURE TO BE SUPPORTED I 4"SemiPrZ-iera** Z! ilSetveri'YIaiA 22,z,e MAX DENSITY STANDARD El LAYER ❑ WEE' FILE) GENERAL ONTRACTOR ✓K9s,• . GRADING OR EARTHWORK OryTRACTOR G .?. Gd451-(ixAon TODAY'S APPROX. YARDAGE �/ff GEN. CONTRACTOR'S SUPT. A1.11 GRADING CONTRACTOR'S SUPT. coFOREMAN /41adL Pfgl -W ._.._-...._ YARDAGE MOVED TO DAT r-- /,r1 SOURCE AND CLASSIFI ATION F FILL MATERIAL TECHNICIAN TI E CHARGED APPROVE B VISI7,OtS N n t. / / EOVIPMENT USED FOR HAULING,. FILLING, COMPACTION, W TERING, ETC. / 3 Y -°7s� , � L&ael der, /'c.�c /______/ / Z " . ''ic?,eue-, /-/oe5 / - Z 35' ?r2„lL Aoe s/ / C.c1e(/ / FAILINT,G.S S, LIFT THICKNESS, OTHE EMARKS .�. '.i cEakC'LOCATIO.N OF WORK PERFORMED on �'�� rnk . e4`fn� �� (k�c �� . \ t��i�e�� . W+ iN , �a. �, w� a 1 � p1t; ' Q\ �h '�1, Olt tA� I�\SD \ 0 \u t t j(,..; -V' h4i': ;icy-© - 0Q.Atkizt, OLA Or\opt 294t(Z 4.6 .` S16;\°' bs u,V 1‘0(` bald W\*\. e&.(60t i..'ok' M- o 04 \ (,) CIA r.rk ( .l i r ' ►. 4� I (\0 0k� 3Ak'' (Lbt - 1' G,dJI, OA k\�.Q.t\ �1.�� c : �11,�0t iM+�C��s-i Y� � i �� 4� `1,�i1�,�`l (i041J�t,IN �1lI '1 a A\ (lt) L'L"Q (9-al+& ( 1�a \n� odik tv1�\ (P 42 \JIj ` 4,4, . Q , r� � Y+ GENEEFiAL+ ESCRIPTION OF WORK PERFO 44 r s OC+VM\ IN&S pti �ti�j 1 -4@ (h QM2 VtriVkAl\kNgmki o\N Qc �ra "� , Ll,� / (Irk{ 0 II006 C 4 :,U1 1 ` U'� � r a � � I � ti q U � e�u/I* �� o� t � PSI Yt � W� a Q � k� � (�a �� ( t� � (a5 h �� fra.Vo,l (Ak It/Kt'. b plea r (e ti iifi Ott-V IAJ, 2 I) AR \O‘k ot Aq \)J ?Ave W ik 2 ° 01 ,4 ,AP•k Ole i 19)v, im cad 14 /amp,L\Au N lc- W \\- Th ifha, w6k V,b Oa, 0 '-01,0'.5 Oi ,) 1 hic\ kci .1:''C1tt5brae`tck6CSC(? ptt6( Vx(l) 1��1�t8ti �'t � \n U4\)\c 0A(1,tko��( C. \ �(i1 � 1�� 11\ \t �;�t 1 Q t �Q, p�t . (� �,t~� � b��a �Q k � �a�� as, AREAS O� DDITIONAL"'CONCERN - / ADDITIONAL TESTS REQUIRED? NO 0 YES f{WHERE? {\ c REMARKS: Inc- 1 psx, " US I,a IN�IL i(4 ti` �`�` '1, b L 4 ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK i.•laa'�,] r^r'r+..r•-'y"7��}"",'ro ..n r'iW:r+.k.... �.,l .�i w7'7 f Converse Consultants Inland Empire 630 East Brier Drive, Suite 100 San Bernardino, California 92408 „(714) 889-8004 • Fax (714) 889-4830 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE 1 OF JOB NO./ iCLIENTS "�� '� ir -% i, -> � I ..� rM- E �.� DAY l i• • ~ DATE ' ':, r , .. LOCATIONrCITIY .^,{ �,� . dQ- � ..A i•...� { ., {i,; "} )(�k c,r.a fin, 4. \..:% r i^`�i. WyE�ATHE ..', ,. UIU��"i Oa W PROJECT ENGINEER ? L. VC GENERAL p��LOCATION OF FILL N'C ilK.. PURPOSE OF FILL OR NATURE OF STRUCTURE TO BE SUP ORTED 4k° (aterOks - SQv MAX DENSITY STANDARD OTHER Cy.LLAYER ❑ (SEE FILE) GENERAL CONTRACTOR c-6 GRADING OR EARTHWORK CONTRACTOR Q. • C�N-�r�Or), -1(YI TODAY'S APPROX. YARDAGE GEN. CONTRACTOR'S SUPT. N GRADING CONTRACTOR'S/SUPT. OR FOREMAN (� ��\�i � N YARDAGE(MOVED TO DATE �. lC SOURCE`l AND CL/ASSI ICATI N OF FILL MATERIAL �� /y/TEC�H+NICIAN �T]IME,CIHARGED PlPROVE YA ( _ , VISITORS •r *wD r ^ ` {..� 14li'. !_ 1" �t / +r....r n ! 7 t I •+ 1 $ ,,,, ., � / EQUIPMENT US'E FpRHAULING, .FILLING, CO PACTION, WATERING, ETC. / s-4 Wig,,.,no, 'G�,o 4 h-ors " \ -7z. (\i\i'kvvti 0 qW.t11,-.0,,,----;-(- I . ,. 4'15g6 6.\.,0,1-slLli\k\ie.,. t s / -� / �` r r F Wait( - 9 . ,,. ,.F1!.LING TEST$, LJFTTHICKNESS, OTHER REMARKS ,- ',1 ,, SPECIFI LOCATION F WORK PERFORMED t / 6( X a'C, NI4Dl� ►Ao., �e'k WM Or l( 1 (1,0 ' itt 1 U ... f� i.�kV�.- V.t, 0.`(i .� ` , i�t y t Ofr�'G SS (i -o.. �� 'n'�DYi tiCP�Y . k��t j�1 �b� fir V�IG��1� ' 1G�OG`ti G G i ,r ,; '464 it: - 014 VI 111011114 ALI' iAolA VA kit,c hfiA 6110,6 I w A\ Alf 4 (i(aliti I V0(01/ ei4/ Wille(1 •', ytAA- pEkQ fct . 4.'15 Ih 111441 '01/ scat AeN\ Wi, ,V0A4\\ vet . IN Ca h \q641(6,gif i'titGFJV. AL?'� i-1TIONQn O �tQj FUI`E, 1�i, �dlYl 11 ' /i.0 �l 7 i 11. 72 '�,z 4-1 oe wi: h I b C O,-t‹Ac �RC�i(lAtiL 1 S 4AvoNa1ti yoecrt4 at-l'Ads J'of) ��'�xt�� 2� ��,i1,��Y�, z 1\ Ic\,ia1S �) i1 ckclAv \ mt. GM4 44 o 'orAt idi . \ b uta. GA \\A \L tip ,� 4,1'�\e o arr .\ (1t�1�(� ►,��rl�(l ��'io1{1j•) P Val 411),k 4 0 .7te U( 0‘' Lak0A4 4016)4* . (MiligfN ii\v,- AREAS OF ADDITIONAL CONCERN ADDITIONAL TESTS REQUIRED? NO 0 YES WHERE? REMARKS: A (L, C1i. d\'\1- k1\ c� \ oVat 6'11 GHQ, \‘\.at \ ' -1, t ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK /1117.1 Lesa�Converse Con W.jriland Empire • 630 East Brier Drive, Suite 100 San Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-4830 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE _OF / JOB NO.. ✓ /CCCIIE,NTP,2,N ^ t t/i) l A 3 i 1 It 1\ t:,':"'T.. A %4 1`. DATE ' `" ret J J LOCATION �✓ r o b �/ CITY r Ai I � }je) � t. , WEA H�i�yx„b -,-c� PROJECT ENGINEER GENERAL boLOCATION OF FILL / PURPOSE FILLOR NATURE OF STRUCTURE TO BE SUPPORTED 4� LAYER I ❑SEE FILE) GENERAL CONTRACTOR .S FP GRADING OR EEA/RTHI/WCwOfRKK_ 9ON/TRACTOR G ; p G0r-7S,1r(,c' 7 ark. TODAY'S APPROX. YARDAGE /J 4 GEN. CONTRACTOR'S SUPT. N- GRADING CONTRACTOR'S SUPT. OR FOREMAN YARDAGE MOVED TO DATE...--" MGlr. Pt(?' MI - SOURCE AND CLAS IFICATyo N OF FILL MATERIAL 5 it 5 '&1124c If... TECHNICIAN j TIME CHARGED ;'PROV • L. /19r / }S ' 6 L . ,I VISITORS ''.1.'1;,,'„: /Q IG�O�USE � (iAUf / �IA�4tl 1) N,WATERING, ETC. f `C.'lft / ;\I l 1,'5 I (.1h1 / -jz q CK' T;wI Vi h Pl ` . - ��. -�- ; K - 7 6575 ), 4t W ell ,, ! SAa p . Ida, `Ft7l i 1,- 'v I 1 1 'i t 7'7 1..i f, (f if--.; .,• i� { �� P r FAILING TE T , LIFT THICKNESS, QTHEF~REMAR(KS'.� f , J� "f / t l t *+ SPECIFICLOCATIO OF WORK PERFORMED `i t! h,/� fl ,�/'/;,/ np��{( \1 L ,.,"��,(`1' �/� 9144,05-,��[�� /( y� ��!,fff,,/}j�,�, 1 . e l ` a 7 _.._ C 17 o r 04/6 , ` ALA) ,> , O 4C� 11Vt j.344T .•��) coC,, « PA (4,'`:i�' / � l)15 s, �, I V� (�\a 'c�� " D1.1(bV&A a 4 \ j`k Q1, 1" Qc q .11- c?_:_-: tiitq i� I�916 �� r 1,' 4? --2-10 A gftiKOVJo W' f0' �t�,tin��f (x ttoA c a ,�,,� t �, � (Qy till of our MN 1\ luthir2 ovP,4�c and=th ni Co iA y l �n Vag r kWh hf OD. cL4 'A�i i rq , P A _\\ a.. o lm 0 ►1,rtfv ID il‘ GENE ALDESC IPTI [�" 1 I tYPERFO kMo \ t �l` ` '4' 40( • j 6, 01 .' L Il AAA' M ir,( I'a l Pi it q (P6e, �� - (oAlot= IN 14c Clk Jia � 45 hate, 4tAc .: petit{ ',prop ' ia4 h a" koe;t , 0,0;f ') o &t-i- 1,.6J,D .0 al ¢ntitA\ / 1,001), . k �P 4y0,a)N' Z;'A/r4' Z'',t 7,56 ?Iv, \a' Qvre �V4Sran �Va1`�4 ,O v 1rr^ N C h\kQfnr .) elQo\\ �cb ,ctY ie& /tn�` 'a \gA\'GL i(1DCIt-' , Dili lfll). p (106( era, 1�.fn al.Vls 6\\ect,,,,\1_.w \ca lit \(),\ 1, : 4. 14\10. I6 .h 14, — al )'1Yty t4 l � 9 c \D(\ O‘�� ,A \0�% 's,1 , 'AO L"( 06,4), [i r 1 Via \\\It)./A),54:\ , AREAS OF ADDITIONAL CONCERN ADDITIONAL TESTS REQUIRED? NO 0 YES 16 WHERE? k\ 1 REMARKS: tw I(L C7\al wzd,i, Dt/2'( loll A4_101 .45qtit 1/ko tl�f✓ for l ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK Converse Consultants tiV Inland Empire 630 East Brier Drive, Suite 100 San Bernardino, California 92408 (714) 889-8004 • fax (714) 889-4830 DAILY FIELD REPORT OF GRADING OBSERVATION JOB NO. CLIENT DAY DATE 'LOCATION / , .5S Y�r CITY�'cWEATHER '7 /it;6 j Y�/zee v �Lf/!i �11,'.� i ... PROJECT ENGINEER �G� GENER LOCATION OE FILL Jg 0-e PURPOSE OF FILL OR NATURE OF TRUCTURE TO BE SUPPORTED // �ea,, Z,e. M DENSITY STANDARD 2 LAYER . ❑ S EI FL E) GENERAL CONTRACTOR ✓r© GF�ADING OR EART ORK CONTRACTOR L' G r� TODAY'S APPROX. YARDAGE w'• GEN. C NTRACTOR'S SUPT. GRADING C NTRACT R'S SUPT. OR FOREMAN YARDAGE MOVED TO DATE i SOURCE AND LASSIFICATIO F FILVMATERIA S� / �%ho�, TECHNICIAN TIME CHARGED APPROV Y fT� / g,,(: VISITORS�� / ,/ /(/l/ �C!s�- 1J/i�i X` /,3D/b�l:� piH G i t / / ' EQUIPMENT USED FOR HAULING(FILLING, COMPACTION, TEEING, ETC. /_9l''"- /-7-re oa% / ?' • ' 7. 55%5 g • e , ,/ a. ee? / ' $4,ia / 1 /46_67;/ 1. j4/'Mr e�,L / zzs i, 1 P `/ak VII P/i / / , / / FAILING TESTS, LIFT THICKNESS, OTHER REMARKS SPECIFIC LOCAJ+ON OF WOW ERFORIAED A//i/4-7 t 5 ra¢ 70- �Q -- fi7ej/U/1 J'� tz. / e �&ye ,G vl ° '" .s 4reiai try G ;/`� - ' ' 7;1 -7.i . Jiwr in - : 4.e )7d /e6' o/fe, a . / id / h &D/,e62G'1 1 der.' /I 4 &€ e 54-€6/ down thr9A40, .4) itje R/10,Arzy .44 l'Ill e - /1-f2, '61/14ze/i'l , oc GENER�/AL DESCRIPTION OF WORK PERFORMrE� j6 `�� / N4r2L,?, OF �'/ 11%/10, /1.�/e . „,:oeE �' `/a4 'I04 haed4//d;:a 9 `� ''S / 4r Y'4.eed- 4' Sp/")74,47- %/ig Z � 12d /,44 ii 1/,4, ' x / .f' .> 4-o 2 / 5 ", / u4 / �.d4/sl. < .$Y�s'n c-1% 7T '4(-& f J e4 .Atil-PiGfL€i 'r';' 4 2 `.'.: /l t ' /'' ALL ' SG 5k7,./.m.€' 2ra0 "6/ < •fee /1yd e74(', 071 i'y�Sg 2e5 /� -1Gr///i i%444 vb.,/ ,;5 �„r %'4o ,i-to. X r-i7/ccc... Vilkc\u �Q1 ' 1.:; l 'U k p (l461 1V12 ALI 1 4n '1-0err > A:ti f e69/1 e? -4d1e2 lof 3D 7041,2 A// £ %/// 171'_le4 �.P4 r�/, Pyr/ a!! :. R4-4051, a44 .4. it . A d a ziale. . d % le / 1 % M ',1- Le /.e- 71/Ill eijrOd 54 a °1 ,2: ac REA OF DD TIONAL C NCER p ./ri�r.Lecc� 2/ 64.: S / t1 Dkemi : ©T 1/4464. g c"— ADDITIONAL TESTS REQUIRED? :' G9. WHERE? NO ❑ YES .�r.� tau' �P �i.�ir ' Aso fo /is ,�/ 3 �� REMARKS: (MI Adi/I //‘//e/Oi/S`*7 "/,1 /3,-A-e4//d i 40,1" f+S 46/ CId2 Ate./��q ENGINEERING FILE • WHITE ,, CLIENT • YELLOW FIELD FILE • PINK Converse Consultants ‹V Inland Empire 630 East Brier Drive, Suite 100 San Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-4830 DAILY FIELD REPORT OF GRADING OBSERVATION JOB NO. 2,:". /-%�.C'e / CLIENT JFv/ .4,— DAY �DATE ,I if'Z LOCATION CITY oA/.a i/ ", de Gd"u. / - , WEATHER - 5u,,,-,,AL. PROJECT ENGINEER' , G 1 GENERAL/LOCATION OF FILL � �©�.rZ PURPOSE OF FILL OR NA/T�URE/OF STRUCTURE TO BE SUPPORTED '4" ��/N LaY�V�(� r MAX DENSITY STANDARD SLAYER ❑( EEFLE), GENERAL CONTRACTOR J F° �RADING �OARTOUR%TRACTOR TODAY'S APPROX. YARDAGE r, fi GEN. CONTRACTOR'S SUPT. A/A- GRADING CONTRACTOR'S SUPT. OR FOREMAN M a' L ? i4rt� YARDAGE MOVED TO DATE r'b SOURCE AND, CLASS' FICTION OF ILL MATERIAL TECHNICIAN TI E CHARGED APPROV y€ VISITORS . /�� i / EQUIPMENT USED FOR HAULING,FILLING, COMPAC�TTQN, WATERING, ETC. /- 966/- 1rd l%i°G ''- / f- 7.ffrt.5 /h7g5I / - 511 /a /- f, a/4 /G` / / l / FAILING TESTS, LIFT THICKNESS, OTHER REMARKS Npr. r, SPECIFIC LOW -ION OF WORK PERK ORMED / /' �i ,i// •57., .a! ,me-7//4 J, fire // . /i3e/wel (_e-l.41e4 /� J, &`1G, , rd / 4 •T (/ JG / &tea ^/ex:a vd ho,et 1/e (1 or Los ..ec 6A /fit///_,7v-e, C/C7-7 -,eir a/sue ,4i ..,45 G f- 1� ' , v� 67/ z,/7 ,ate del%% j� /o�✓��0, %i//, Je/ artz j .a,4w,-,e- -74,-/- . '' a>.e /20 a _% ;/ ' N.s G ee � �ENERA4 DESCRIPTI9 N OF WOgK PERFO ED j s / / / ZN; r� �L-., i1G 4/6/ /.r',� go,..'vI,i la� l,�w � rf CjS /04 46e-t '4 ,,,,/4/ • ' 7/- 44re LQ Li v1 la Va.' :,`o 2 ' S� I �pAQ. -hbe 1;11/6 A u'r�o re 4I .1 ek Gr/ a 2 ''A;f ° "if /,.�.re• /,1, /7:0 lT/Wh 7 L 5%d i P G.oba f a'/4.5 4 ,K . e df � .v/yt 4/ i /s /.0 �•7/5t, z'/r dec, Gt/f?4 2Z'� GG-i 1,0 W! (/1 /6•l4" l9 .4%/.%'€ 3' u /h 5 �2 , 2 ivn C�r�:r�i o/� a I ©n ./-/i6�/ Az 9s-/ 3-, 1 I4 .exL1 `� , f A 3 ya ia_'/ 4A / Arii •-0 4, J� i6.lk b rP L r 0 ]MAO {1�Dc5�'uk.P 4 id Utri6pt( kt?i 11c ARE¢ SOJFAp DITIONAL CONCERN (/6RI /G'ezDI 7P cL.dy+:i 6(& to . / .4132 Mid 1�116 �OG1,fl.�d�i01* f i q 1 '� avv . JI5 �Dlrii► o?, wao "1r� ,14 ,10 I_Ilw 4o Al �n�( C;,-1,11Ic%, b�'` lOSkCA6/011 o%5 6,6, %5 A 014 4/G 4ct ADDITIONAL/ TESTS REQUIRE1 / u� r h I' /f.. NO 0 YES 0., WHERE? (I (PIw,1 (a n,uo k •�CY1IQM•'1 lo� I.) jj vh lit, t, U /AN,Jt REMARKS: \l 9 kt 1 00A U I, I N 640 &i 1, / A 4 1106 Intl/ 1.rk -01,0.- \\ ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK Converse Consultants Inland Empire + I 630 East Brier Drive, Suite 100 San Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-4830 DAILY FIELD REPORT OF GRADING OBSERVATION .14 JOB NO. 2' I5C t- 0-0 ( CLIENT i S ca `` a„r t,� DAY 1 DATE ' nLQCATION ` gife) I I % CITY 6 --.rJ ) r / �a -�..- WEATHER S,( / - e i PROJECT ENGI ER 5 . G . kk G nnE AL OC (\Kb O �% L ) ION OF FILL s PURPOSE OF FILLjjOR� NATURE OFf!STRUCTURE TO BE SUPPORTED �...(� ucci MAX�J,DENSITY STANDARD IGLLAYER ❑ (SEE FRILE) GENERAL CONTRACTOR RADING EART WOR CONTRACTOR TODAY' APPROX. YARDAGE GEN. CONTRACTORS SUPT. GRADING C NTRACTOLR'S SUPT. OR FOREMAN _ YA�`�1D y�E (A-, ��, 7 �I-ARGED` MOVED TO DATE SOURCE AND s A ` CLASSIFICATION F FILL MATERIAL 4 I'/pI_oe,�. TECHNICIAN TIME M �.,b % 7, PPRO B �^ , � /VISITORS / EQUIPMENT USE FOR HAULING, FILLING, OMPAC fON, WATERING, ETC.. _ /-96be /=y'7dl/ `rho ��s -/ g - 7s6' A /� 6 /10€3 , '' / - ' lit/a It(1-/u 1-.. / / I _ chi? 16.4 ;( /// / FAILING TESTS, LIFT THICKNESS, OTHER REMARKS 1 SPECIFIC LOC TION OF WORK PERFORMED it/✓wq�e �t�e 4r/ 9.Ieno .— [ 1 Wld ve", °.:: 2/Al- de. / o AZi'll G�sz- s ;aU r n,ce G vG4 c'a i�� 5fel "Ja✓ 4, z a 6' 0) �0 ac 4lie ' ' dog Ave,. Za e/ a e s' k4 e �erace a-1 eA-If L 1 AI 51 oLA),` al /.& 0 7,,C.1lie 14.1 ( du�"41 /l'�9 , f 11 O �l�e4 /! .1 f![ avuN +�41Lfran11 ' 41 // �a4/4 / ;S c/(3:7j GetaG� 0.),:it / "4f,ir4V( Seaeb l74 v'e *a e4tt.(-a. PaO tome mil r. c. ar bib G NERAL DESCRIPTIOyy,O�F WORK PERFORM / 1 /� /' ,Pere �oaa'.ea as Gt/ �r�C� a��i S�/a S inaef 1��k/t 'Z'' IaSe(ll� ��-� Je4 / � / wi a " L,0.1 Ire (i4 G � a rt ev41 4 /��e 1� (� i �� ' � .5" 7 d,-,doe �,' Vi4; r�/ PiZ ( rT 4-0 ' ). /. oM �l�te ; /� La a / , ti s � � sue, 1, -�>� ►� s �,�� .� .�/ 15 �� , jeA/I/ ��I qvgVliA [4.'4 �4 01\(1,Loymotw MC mn i i y fa4Ay a,,( .-e,t.\� . *,\,field(. t1"�� k t Ga y al AREAS OF ADDITIONAL CONCERN ADDITIONAL TESTS REQUIRED? NO. YES WHERE? \mr1� VC 'Wji1��L�i�l� /�a t � Iui1, A +r 116 REMARKS: \-\ ‘11OLVII 0VVP,lit al) (,0 a/7 Akt4 v1O\c IN\ K IRn( ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK Converse Consultants ‹V Inland Empire 630 East Brier Drive, Suite 100 San Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-4830 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE I OF I JOB NO. 92?- f/ �S�=�i CLIENT ..1#i.�/" .e. DAY erri air. DATE -7- fz LOCATION CITY WEATH - /e, c& 3- ,�(,�/�, 'r/r. Alv0 "Ces7t.-�..� Sl, w0 PROJECT ENGINEER c . C... tic, GENERAL LOCATION OF FILL fc� 1 e z.,-e PURPOSE OF FILL OR NATURE OF STRUCTURE TO BE SUPPORTED i O ' ✓a4," Ga eka4 of i fra i - MAX DENSITY .LAYER STANDARD ■ (SEE FILE) GENERAL CONTRACTOR F� GRADING OR EARTHWORK CONTRACTOR C.. A ("/t1"aL/l�,i1, TODA 'S APPROX. YARDAGE ,� GEN. CONTRACTOR'S SUPT. GRADING CONTRACT R'S SUPT. OR FOREMAN YARDAGE MOVED TO DATE SOURC SAND CLASSIF CATIO OF FILL MATERIAL S/ /11( S..Er Al'eoG 4- HTE�CHNICIAN TI E CHA GED APP E BY ,v! r Q ` / l (( / VISITORS P 1� / / EQ!�U'I,PM NT USED FOR HAULING, FILLI»G, COMPPACTION, WATERING, ETC. /..t4'C /- 9Jf 70 4ad4VS / / i \ Z-z/ - 23's -7- 6,Ltaes z5 \ / / J /- ii/d f -I%✓GAL j / -t4 ' /04-1 ! / / 3' Ad 140/1ir s / / FAILING TESTS, LIFT THICKNESS, OTHER REMARKS 111 SPECIFIC LO,CATION OF WARK PE FORMED v /�f/�d�a� oil . i ,fe 4 / f . co c.-rlr„/- -C/ 0Iserr�e,/ 6) 144- v LI elc6 ✓etk I / )74,„, Lip ` 4 /�' 6 44-eV avid . �o�cr Av-eI \ a.\�40 4�iol bi Y6G\if �pIlriiki'\ 6 L,61( tA6V, or, (On l��Q c \V�1 R 00, . �.k`vi\ (i',('{ lid\ \ t, c,*\ Q\ A. Y‘ot\ : A, t .ck\ oyi ft 1 - '" 4P(f)Aim ace- a4' (o lift (Aow(N 5 � ()Vitt( '� ` V \ - D ko ' io L oA rn4�� c 'i,c►�- is � c �\ e S 11 \\\l\ \ vw\i\S f\0.:\q(, S1,i�a%\t 6 Q ,// i1G�t'�Q'� A�� ull�� q�o ' 6( 4�� bfitt tabu 44 ti A.le GENE AL DESCRIPTION OF WORK PERFORMED V(v-c6QPoX- 2.( Spry �\r�� , CYoV'& 1(illajci L0Y\\AO \ Q ""'( A � Zc A: i)kN"'\\V' 2' ,w.Sl j . 0 c \ �o.._\ .kx�6,,-, AN,Qx1. ZZ/6Ani2. O A. Oti\il (Mt p 04. I. I ,AltoLV, 9,0(ak I 11Yl -�\,. f`. 42- ��1',IALk \ ,A . \Q1 b� \\ A . \ \nS (4 \� 1nr�,rAt. \\ VV \iIK t�� baya Dt. (14 Q'WA 0A4 0,1, '(U Ji1 o.k 1_)i 1'C'\ ,\Q4-k\ e, 1741UA . a'D NW kN\&'li-1-0.7\ S NV 4-4eAmci4e.A-C4 t 41/4me. vc 6w.setb 6AkctkUk\kPA5\‘&\io k `` - t /141/;111: AREAS 0 ADDITIONAL CONCERN 1 ADDITIONAL TESTS REQUIRED? NO 0 YESqiWHERE? j cs\ REMARKS: \Ik*, • 01)0,,, cc V)\NQ( �0Ii 1 .r(/otin- a5 �ol~ tkc Ott. kIN4 11.k eipt1.60, ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK rv� v,.�,..;•r• ':y tii�' ay1r��;eiY v :,-.r;!c�. t ,.�-.,_.� .TMT r •.�a. s�<: ae!.„,;.t'. Converse Consultants Inland Empire 630 East Brier Drive, Suite 100 San Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-4830 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE ( OF JOB NO. i 9,-f, -</ 81-,i ' CLIENT JFa74/tea DAY -77,,isA ,,,/f- DATE G -7 LOCATION CITY Lai ea -as Neitwlata. AXC Ca, 4.4.1..?___ WEATHER O PROJECT ENGINEER 4s/ GENERAL LOCATI N OF FILL 0 /a%&ove PURPOSE OF FILL OR NATURE OF STRUCTURE TO BE SUPPORTED g''.02 � Seiner Lu-lereLl MAX DENSITY STANDARD ,zILAYER ❑(OSEEFILE) GENERAL CONTRACTOR GRADING OR EARTHWORK C NTRACTOR TODAY'S APPROX. YARDAGE GEN. CONTRACTOR'S SUPT. A GRADING CONTRACTOR'S SUPT. OR FOREMAN YARDAGE MOVED TO DATE /444 (/ Q'/v' /v.-id A/ND CLASSIF CATION OF FI L MATERIAL )/ /-YOU. �i w( TECHNICIAN TIME CHARGED , i - ` �� p APPROV t8Y I----7 VISITORS - li//lPid AW /' / EQUIPMENT USED OR HAULING, FIG, CO PACTION, WATERING, ETC. /-9Uog,/'93a fit. L� !- 225 1 / - Z sS"(a' laE'S I - lt/47Gt( -Fi'al i 3 - /rclkei , 'V -SAiio loa 16V / / i / FAILING TESTS, LIFT THICKNESS, OTHER REMARKS N, SPECIFIC LOCATION OF WORK PERFORMED r 4rl/L2 15- 5-Ve 4� 9:oc cwv,-. ,v,,.. /i1t./ Gv1-4 .3Int- 2. 1 o(04ev e.arirae(e( Was E1�('�J��tel /a4erkl; at pv641 ;is OF (os (&cl'ros on 71"14Werb tvt a d. 4(5a o It a-AP'Imova kvice *bid fratvt lioZr g4, oP -ire 9 4/e9r , /l i(Jl'/f , vi l 6o/vt CG I g 4/rl vie AilS; I Aga 9 4 ' f 4i 4-I `%/d D f 67 Jo 6 ogera 5 r v,�f4L fI d .//44 h►, , ,11,141,e CY, 41,,v d of At:74 w �,yc C� ��,,Achwl lia le/ is 'ri jG to f PPC l s I//� S e W/LI / '1 //laws GENERAL DESCR__IPT,OpNpF ORK ERFORM D ! ? �.L �Z ;l/�lW�r,l �G ` / /a ve /yin -(1.sew. 4'?4. dr tiw.e, 6 z,,,,x,o;.„ i(,),/*,40 qy' kva/7' / - L DiiJ?/22.7e, .,r2 4 //// / Iz,w 7//4 d , rt (`62 N. nC i-clinAS ;S acp6o\I- f f 7 • 14-0 3% o ' /52 /„ / 4f f .5e, ctJ foite , e f t i a S I pp! n$ di Lead 7 ?o -lc 5pfi ' ;vip o7 el d2f dY%1 �4 , /c I I" 1� ZZ�" h - be i� v11 n�-f I'�F -G'1,� � �-I�e� t'� I'S e,�iQ� � � �i9�ti�a��✓ ,i�/ I /44 Pe (6y-6A 4 et paraity tkivtlf,1 4-1-11,;.s viAL .pt. / , I/eti Ce.G,',,,x; 4,4 e;,t -Tr.iv Zdlet/a/f 4-r4 , A&% 'Lot a4SSeJ '. lr �� ,7��7 �3 Oft. 73 �vf( 1 9390 (1 I�t Wt jt�yv rcet C►nal i i T -� 3I- l�r�ia5 a % ,les-� plaldure Wks 4,3 ib 1, ifs ! ARE�SOFApDITIO�ALCO CERN � � � /t� I � �� / �� ,v lit vo1 s 7..e. Q - not . � ii jtt ��levedi Q 4 la Pfa, 0t /GS 0463 4I 1 to (s' atu/rrm #re/ 6 i5.i//f%O l/r ke//74edgetii,o i1 /+pie ' 61 a P�I� f �i�%f%l'tal'/Ou dA, all //v/ IC 41104, TESTS0747 REQUIRED?C/II NO El YES V' WHERE? ,glil,� em k <if,>"/014, l(J�Z� d. /� 477 REMARKS: rw 2s e)fioilD114 over (,"' .-krpivClk 41) /ni.' /i� -M , t,ie e not in 1.1)? a1+( ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK Converse Consultants Inland Empire 630 East Brier Drive, Suite 100 San Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-4830 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE —I OF _L JOB NO. CLIENT DAY I DATE LOCATION CITY WEATHER ci 4a5 Gr ae3 Avg Gv-",1- --' . Sinn - /.�a� PROJECT ENGINEER S G /-F GENECRAL LOCATION OF FILL A�benfz , PURPOSE OF FILL OR NATURE OF STRUCTURE TO BE SUPPORTEQ/ zits GWLrAl-ai�li .d Z1U ro gr"piA.4e4146, MAX��rrDENSITY STANDARD Lt1LAYER ❑(OSEEFLE) GENERAL CONTRACTOR GRADING OR EARTHWORK CONTRACTOR TODAY'SAPPROX. YARDAGE GEN. CONTRACTORS SUPT. AWA GRADING CONTRACTOR'S SUPT. OR FOREMAN Oar 4 p, tb#' YARDAGE MOVED TO DATE /i4 SOUR AND CLASS FICATI N OF FILL MATERIAL S/�y° 5 ''%nay �- TECHNICIAN TIME ARGED .. PROVE Orb 9i0 .� >., deF6t.VISITORS • D/// EQUIPME T S FUG,.FILLING, COMPACTION, WATERING, ETC. 3- 4,4-4)oc5'`J / -- (A/ak J/v64 1 /-`1G'G z /` i1; `,ec-pc," Zoe L161 / _ / I./ FAILING TESTS, LIFT THICKNESS, OTHER REMARKS SPECIFIC OCATION OF WORK PR ERFOMED PM \ `io• Oki- SAR, / g • 7b &wk.. %f,Q.h �, A1n.. S. M 12 . \ 80,0 Wel 0.A1aitkle V},,[j Qi/La J& 1 ,a\ al() 4MN.. La) 00,10e, Q_OPLOL,Di - ► ' 1' ` 4q 'l�,'li r(1Q.t' \ C,,\yn O1 Q j R. itokeiY ‘1,IA G-V( , eda-ov6L4S WIANAQ- 3 ` k\42- 1YA`\4--i4) ;o'\ 0( 1t=hGegrob 4 eft)(41 (4 0 Ni 'A ill' J(b Q1'� i\`� k... p'<�12., mQ a '� ' b -�.� <NOD `i t GENERAL OF WORK PERFORMED r‘(\()c5 , wa6 q .o7c, cvvkit. )-; VJ •-0 i2cc , k -t-e v 1ih �t�� h2��5t tr�n 1 i Neu A,�-f `` ` �\� ` R(1n i 1 1 q n� y� fjty,, '`' 7�,' {�MkS�1..� �� ,C� C�Qs `M'�)i� �� NV.X�._ NQ� �Z. � D WUV� �JU�t�`!A Wte I,V1 6Y1i lita9 e,1,\\,_ \c �ks 44-Q,, 1 11Ok \ ( e �. (Do- k a, 6142.. e (07o �g r1,0 , \ also e&-'r4k r6 0I\Dt rA �S a JG bl\ 7-31-1ZAk,.5& k1i'j uer �r�,n SAcr.o,ti\ doc,01 Q,aW \,6,,,Q,4,\\ uA fit,„\cpkt,k �6\t,t pookk.61.a 04 a \\ ' i 0AtIg . . 1 44-1:-,> AREAS OF ADDITIONAL CONCERjJ ioc ADDITIONAL TESTS REQUIRED? NO 0 YES WHERE? Rai0j VA on/ \ok14 A 11.04 REMARKS: �l Q- • G,� �� bve,( il'' i� k tarN�� A4 1d� a4 \9 0.0) ,0 Q.\ 7.bk, k ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK Converse Consultants Inland Empire 630 East Brier Drive, Suite 100 San Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-4830 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE % OF JOB NO. 9-Jf-.V. , CLIENT /,---, %' ---../refs DAY �Z WEATHER 1 }.Ir,t,.6 - 5w DATE p-/-7z PROJECT ENGINEER ,S' LOCATION CITY (ray G vs rwe Ca w--4-. GENERAL LOCATION OF FILL "�• PURPOSE OF FILL OR, NATURE OF ST Z.I Sec t t1\4 UCTURE TO BE SUPPORTED La4-exe,,AS MAX5 ENSITY STANDARD ,p LAYER ❑ (SEE FILE) GENERAL CONTRACTOR le0 GRADING OR EARTHWORK CONTRACTOR (-..-•P. c.o�s �c,low o... TODAY' APPROX. YARDAGE /lam GEN. CONTRACTOR'S SUPT. /NI l N SUPT. OR FOREMAN G�RADINGCONTRACTOR'S - V/0-3 d--- ')C l r) X-1 YARDAGEMOVEDTO DATE / / Y -'d/r SOURCE AND CLASSIFICATI OF N FI L MATERIAL TECHNICIAN TIME CHARGED AT VED Y� ore) VISITORS I / / EQUIPMENT U%�S DFO HAULING, FILLING, COMPACTION, WATERING, ETC. 2- ZzS /-255 � U5 / /4Aa / 1-f&6, /-43o Grp1,2 �rs ` / / / IA,ii, • 2 - KnrA. -755. A 64.U4) e / / 70- (_J(�� /FAILING /.'. TI TS, LIFT THICKNESS. OTHER REMARKS SPECIFIC CATION OF ORK PERFORMED frm o,f �;7e c,/l- s . Zs .C( - w/I L...�, ,-►„ r ; / afn/}D.vA. 1 ,6�r h4 �. �.O� tAt. (.Y ll / AV..,L>! Ma h'/'i/l✓ 14 hri[ /7 /fit ��f.7 Y /4,t. R 6c (!5 OS Gt-A,C1 Y 111 G` Gdig -' tX I4,1 4 `�'" i t �� a ,s . mac(/ ,, i� _ g61t y1 h©lik e`too 2 'S/w.er .m ,1� „Jv.. , . _"(tee.. 6 -.1a \- -Y'7D Q,Vu .1'' r�) e1� q' -� ll�. � V' �� / at OF GENERAL ESC ( �. � � VIA, b SL 8,` Y '"' p'{'�! I R PERFORMED \1 lv t �� , 1' 0 R,Q¢� 1,\a� 7 %\\ '�!� �\ DC 1,10, ,kit1�(;�- � m �i � �� 1i � a� � 1i t� _ �. iticelmON. mo,A1 A ).4740 a (e� ' 190). 5 u 1 (O,/ lAvq, 30\ (tA- (gctil 7, o douoiN rip C. , m�n)1 Aa \44o Ln�{I '�\,'1",1 J4 tJ(lY J�, L( '!_�"\Q �� (t p �) �z) �3 ► �, (Q {4 t 1 , I 11 , 1*. \ t,91k,i \ ,t' a t 1�x�.c' `\ p (\ �l4Kpklvl�� t�1�, r `-, Of i( �i'0“ (//bfL tilvp4 vj ilk rjt,1;'f'C ;0 fe tit( AREAS OF ADDITIONAL CONCERN , ADDITIONAL TESTS REQUIRED?, NO El_ YES WHERE?(j, ^` ;;1A r` Lnio, k..,,,,...1 kv.,..4714/ REMARKS: gut 2. 04•(,G_ ()id (p" I in -1-et lt, a. (�u et , - 0113 06 ;r (7;. Pc � e ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK Converse Consultants Inland Empire 630 East Brier Drive, Suite 100 San Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-4830 • DAILY FIELD REPORT OF GRADING OBSERVATION PAGEOF JOB NO. 9Z-49/' «' -o / • CLIENT / ' Y"U ,47 Ifir-7 v�C... ,..� Y �i �(DATE - . - fZ.' LOCATION CITY /n05 (flPeoS auJ Ve-r---O'-, WEATH :PROJECT ENGINEER l f� GENERAL LOCATION OF FILL Ny f c t tee. PURPOSE OF FILL OR NATURE Zia S Ztali nut. v� e OF STRUCTUR`E�TO�BESUPPORTED 4 I1 Le.,- ` &`$ MAX DENSI STANDARD ❑SEE FILE) 1 GENERAL CONTRACTOR GRADING OR EARTHWORK CONTRACTOR C-• P. Goys-3-cum--;O,ti. L a igiLAYER TODAY'S APPROX. YARDAGE • J- A GEN. CONTRACTOR'S SUPT. GRADING CO TRACTORS SUPT. OAR FOREMAN GAS QY��` YARDAGE/MOVED TO DATE A qt ILL MATERIAL SOURCE D CLASSIFIGA ION O/iZc it S ylly ( TECHNICIAN T ME HARGED- ,APPROV BY /YlTa I ii. / / VISITORS /( / / EQUIPMENT/USED FOR HAULING,.FILLING, COMPACTION, WATERING, ETC. -Z35 z - 2a5- T"szckc.L \nUe6 / , 2- L o25 I —SkkV \ / q wa 6 4 9.50 Gro P - Lo2r5 'i' N20 4-'rJGL / FAILING TES ILIFTTHi KNS,„QT��'RQQRE �'KS �� JD/ A I� ItS�(�(I , Pej Yk 1 #11 4 �, API 'is p� 4.ON (Jg�� MA 019r , , SPECIFIC LOCATION OF WORK PER ORMED A'' .0 ir\ s \ -e Ime 1,N A. J.,,,r,_ c_, e3- v.24 e r,,,_ . \ c vxq e01(1--' cc, .c.1-ve a .4\_ P,,/_l a Nak...6C�rr.O �r b'cv\- S1 b'C\ 75- 2.044 �� d b 1k L nn �._,CO �4A., DIN Gt�(U..Sf t.en.A-�a-� c. CAD YYtavv, uny o-i-ID c/t'Atevx 7f �� -,a �r ,,'I I o a-- ly\ :2 - oti c tot, cel, S Girv9c.'0 co,,(1 YVko i A 1i ° (�/1►` G�,��i it AI SD4tiit /Yi r�' tins• / J totim ll di, Goo cellos a 4:44it L iit, w is 3‘14 ,off 3'A1 r/tu � .4.� /skid, i I GENERAL DESCRIPTION OF WORK PERFORMED A �_ mast(,,, , , `' Ilj 1 I F 1 ON fX\NA,5 �r. ACC N,.4 x\&`�JQ- \ ,,, I , &we, "IQ I Vle i'U a� \ L\1 .`\\\S 1 l V- 1' cJ( tit 4 S 1iJO�eic -0(�C L s c6..s-�S '�,1, � riL �.t�rt1�,1(ri-C%�Sy t\(0;)\, us '�Ct,.s.-�-- _ t2v.. % 1=.K4.-011 \Aci,v-e. blk,a446 ,6sc.\-- c.),,k4 vA c \e\\,- k'saL 0 %6,, (AA qm Q.,,,Je' kyills, -kkiXeccO Ni\\Mk!06_,,\iA v, K tA ‘..,,V\x‘V6\i. 4- 4 .1- 1, p .aAAA 19,4,t_ Ad 4644, ptig- -14e>n,c / / I4 < ifo- p .•'' AREAS OF ADDITIONAL CONCERN lo ADDITIONAL TESTS REQUIRED? . NO 0 YES WHERE? a\ , JQ �Q\\a�u 4cy\-,Ntns \� k zS kc) v.) k� ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK ConverseConsultants Inland Empire 630 East Brier Drive, Suite 100 San Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-4830 DAILY FIELD REPORT OF GRADING 6BSERVATION PAGE OF JOB NO. - 9z i 'Sg- i CLIENT zrrb DA.116.0a DAY Frt DATE 7-:'/- ',2 LOCATION / CITY jf L c< C.,, ro5 j 17'a. KA W AT ER 1 I. PROJECT ENGINEER 4- /7! GENERAL LOCATION OF FILL A/,✓B P RPOSE OF FILL OR NATURE OF STRUCTURE TO BE SUPPOR ED �/ /' <o , ,' �?7G7/".l MAX DENSITY STANDARD -LEl ((SEE FL E) GENERAL CONTRACTOR Tic- > RADING OR EARTHWORK CONTRACTOR C . ? �o,� S t . TODAY'S APPROX. YARDAGE GEN. CONTRACTOR'S SUPT. GRADING CONTRACTOR'S SUPT. OR FOREMAN �l r 11 P ; s/�.-- YARDAGE MOVED TO DATE SOU E AND CLASSIFICATION OF FILL MATERIAL TECHNICIAN TIME CHARGED/........VE BY VISITORS / / EQUIPMENT USED FOR HAULING,. FILLING, COMPACTION, WATERING, ETC. . °Mule. 1.oAggR5 1950 ,A O"MP Tics / / 1135 l a V5 tKcpu�-Toa / I . 1 FM 1-14- '3. ex Not3 / / 151c %P 1.0 PDYR / .. / FAILING TESTS, LIFT THICKNESS, OTHER REMARKS SPECIF C LOCATION OF WORK PERFORMS I �/e U� /7,J 5,� Qi- 8 : 3© q.wt e3►Jd 1,'VIPT 1 L ' Al 14(hJ , t , ] 114.1 S61/a A.N Pa(r l e/G-f-told aA- c, 2 - 6- c Los CPdros elue. I I - nit(,.i(JS 4'`` 3 r f'i�N}rC� r ��Ge-,^i /v " rock rIAi I,i,. QI,A n- nL r )Q� t rorjn 4-leiy ..>-1 J p '3ptl ,`iL1Pr 4-Le �1pc,. MC1t(ue 06 ex. , s+„tea AA I' ale 60as 4 ex.! �kced 0p -)-c, �2"4'-o Q}1" 1 5ra GENERAL DESCRIPT O OF WORK PERFORMED nt,.>c� 36)14.., d a z Z. Traz4),r., ano p4 ecf 'i-1,.- rvc4 le t Cc t GU/ 74.4 a u „—,,4 ,,sy ),In Pa,,l,eO g, PROCCcCoj 0 'Co oest RVE C,I1 -4 olv d Plb, cr� 1N .t-tkC 'sp.,-se. t`tbNNFQ MEN? T,onirD A41o%.3E-TA goUG4l0OT PR el Z`S475 ioRPIA/ n�TL>1-t15H, 1'34. 15 to IT4 4sAF a.,�a-rY-�TcrIN �.�(I) Q1 1!NG C.c. on Pawn nl(,r, .1 UT, h . RF ouFS rr, t iF_eroil r, A F(R_l0 M0‘57U12.Y TFS'T 0n1 r111 PI&<r.D A- "TA a4+15 4449Py 3CT SF: Low inllsN Cr>IR4Oi L,.51?14 A rmb% Tu4s oF-- R.0 o/a o't1Muwl 1.7 to.0c5to, M1I ER1I cS ST111 (3,Sove o9TlV4131.1 i ON SITE AT I'.a0 017, p o frt G r' 51Tr AT 1.,:45. ..‘lw. 12 Wa 'L.NCok0la0 0� "VrA0e.5 it;5) P1FSv'Ts . AREAS OF ADDITIONAL CONCERN 1-.M, crJ ' ADDITIONAL TESTS REQUIRED? NO ❑ YES 0 WHERE? REMARKS: ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE •PINK Converse Consultants ``V Inland Empire 630 East Brier Drive, Suite 100 San Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-4830 DAILY FIELD REPORT OF GRAD,IG-OBSERVATION PAGE/OF r JOB NO. 9�-7/-�s7-d/ CLIENT Y7p c- 7f.s DAY T vfs�f' DATE 7- r.0- 7z. LO9CATION CITY Gad D5 � ►1,--� WEATHER LAIT �b� PROJECT ENGINEER S� GENERAL LOCATION OF FILL `/c�� PURPOSE OF FILL OR NATURE QF STRUCTURE TO BE SUPPORTE�) /'' i�/f/e.f" //2�/l� MAX DENSITY STANDARD 2"LAYER ■ (SEE FILE) GENERACONTRACTOR GRADING OR E HO4K COf�tT TOR (G�R/AADDIIING TODAY APPROX. YARDAGE GEN. .CO' RACTOR'S SUPT. COONTRACTORR'SS UPT. OR FOREMAN YARDAGE MOVED TO DATE SOURCE NDCLASSIF 'A ION'�FN'FIL�MATERIAL 1 /7i L��„' T CHNICIAN TIM CHARGED RO ED' Y �'� r/ u �' r / VISITORG��S / G' ,, OTC ^ / EQUIPMENT USED FOR HAULI „FILLING,COMPACTION; WATERING, ETC. -1°'6 g�rez,t./6.4 2 / - -k,a /_____ l -Z 5 z - z. Tge-. ftd / //zA ruc, z- 1b 7_ 3ki, ( 4'' / ) e-/- 0/ 1--n4.y- - / FAILING TE T iii.IFT THICKNESS, OTHER REMARKS aisi CATION ECIFIC O F WORK PERF RMED 127ir I d 4t � 4.'od - a„^. �l M 1K s 0.�,N . 0b Q 0 t, , (\ 1, 46,6 i \, )z,ottPV 46 A 00- 4W7111 SVrob 9l oS Um. \ -v (1 0‘.. p( Niv, U),)`(G ��r� 2 1 P S(wax(r d i. 15 i L 'o �1n i 1 i vli iii.4 /,i" .1(k Dd& Let 4 i .d�c W,-('I,. 1„ rnvti Seee,� /ta- i✓t ilia I.CZ: 4 more u. 6ov-Q PP ,/ aw 4 64,6 ,(ge,-61 (Illay ihrd.AN ,47eviA GE L DESCRIP N OF W K PERFORMED ,� /%///�f j/�A /[y/�'�� /9 � /J/�/J//�I/J ,rJ �n /J cei��/J/ /y// [%,M/ ///�J ` ,y/l^ ��%1 y{�/jJjyn //V i c / z/ F a 5 • RMED , wJf\_ j.Y��"'�{ / Iv 0./id/„ .(/ , I V ( /• ed /tllt 1', 1 c i�r� 14E"2z6'iQN,L koe Wilt. V > )041( gfrttifald 7 /!%1/Q/ k, Yh 46i 54 a tiattCe 1 A/O-r- '16f/Ac/11,- Lire t/ 01 al ,%; ,rw,..e. /ff,itkal /50gFri , Aonk t / e a rt iaeJ dit 4e-1-o a -I. J : a, An--(-- 0 4 ao 4 him -/rrt 1 )o Ng g iti a5 /.L ales Mavald d4Ati %ow n tr.Lh; . gilt✓ /r�i4/S Q f o e -� u on,!Nix/v.1d �.-��r,1� S W r � SPa-� j�1 rl � a /�1�6/oc� yU �.�l( naro as ��.�, t5 �r1n P - yAREA ?4)� I O LCO CER 7.A . 3 .,11 / b,,,c,ik. Gl lliti pA 1,( C 41).6 a\- 44_ k2,5' /► , \ DC ,; Z s I . I )14aQN • `' ADDITIONAL TESTS REQUIRED? ^`{"(,/ ill-W NO 0 YES - HERE? /x 11\ � �VV \,, ok }5. ID k24 1,7, k� REMARKS: `t `( \ iV � VL Q ND P \tl l L011t N-) Q a( \ W 11,\N �� O Q, I/ihQ , ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK Converse Consultants. Inland Empire ••• 630 East Brier Drive, Suite 100 San Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-4830 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE I. OF _/ JOB 5e-/ CLIENT l fL97thde . aigedt ..." ALE. .... ,z . LO ATION TY 4...., 4....... G 5 /244 WEATHER PROJECT ENGINEER GENERAL LOCATION OF FILL PURPOSE OF FILL OR NATURE.OF STRUCTURE TO BE SUPPORTED i " .b(A) .4411 ' MAX DENSITY STANDARD . g 2Ay61, El (SEE FILE) GE ERA ZI,AD/VDR EJRH74 pONTRAZO: TODAY' RPROX. YARDAGE r -- GEN. CONTMCTOR'S SUPT. fitfi , GRzNpiTipUPT.OR FOREMAN 4/rt YARk7;19VED TO DATE\ - SOU5CE ..CLA/SSI FICJION9 5 Fly_ MATTRIAL . 5 j 7 0/7,4 V 9 tiek, ,• , 1"A9,1,...1)AN [ AmiEsrARGED ipR ED /...„.." I''/ 7 // '--;• .., .......4Kei ' : VISITORS ,it,.. / i \ . EQUIPMENT USED FOR HAULING,FlkLING, COP CTION/WATERING, ETC. . i 'ft/ 0- A. 9..e) kfi•zirei //.41:e--ef , /- 25S. -2 -leatilive -one xi:11 gli plait . \ z- 4,./1-Le.,'-)/-3/-09 //./ v) 2- /LP -1-tvt-k- \ / - I / ' / FAILING TESTS, LIFT THICKNESS, OTHER7MARKS I, , . . . , . , I , , • „ , ECIFI L CATION OF WORK PERFORMED xrnie.,e.1(1( a-/- e; 00 ‘L;/ ; if( . "Ent:Li it'''',s e 1,a I a, fi/d(1/,-rilifthi, / 10 I 6 '144;'' zr'' ,i,o2.,{ : /44ef 0/e;'ilre ,ir ,. epEk. / 74,5 -., gyid .ei(Q.,11, A f€ Priiit -42111,' • ( k ik/eiReAti D( (70/94444 Ag‘61 ii 211'5U0141141 ,I.a&if 13144/f-- ii.tdsilki 6g6J././70-5-i-/: atili 1,1" Pock •04)k 3Lted AI 4-1-A- ,rebt\e(\ i'' 11416E, tui-tz 41 qhvt 47,z -bk&p- /64,g i'ind tathK 6016 al 4'461 6t3 -AtieL 6 , t 1 4?,t49,04/1*.`11 ,ivitlit..ii 0EAVi.f. 1,447R,IpTillOe;f! OFc; raFTItsiA ED L uu4 jr•L 1....wa z i‘ I i iiit, frpm 1 .,.i.rt, f ; , kti4,, 02 rTai koe 04-1,t Olir 6i) /14Ie (i/aitgeP111 ki,44,4 pi/4a 4., Z 1 9 daL digilL fie' /4, (frtt,c'' 4 ,e,friz 8 gAmfrel4(:,,z-0 fiii;51, (,,iptel 0.4,/inewiti).-1.?;4‘ \ 6,A0-NNI,,,''s A.J.,-,•,. (9.1\Q_(1,-,a5- -714e ipm1-4 7)r- 44,1 I:Z9 .1414114 52 70 e L 42cit -I-e !Ni4)19 a. ims bo 70 ,-<1; dug, t 6 f u tya10-4 I 1 o VOic.5 464ileeft Rock ofq\ A-gk tc\e, 0404( - e , a - •,W \1M\c,\ "ck Kkik\'t Aa\L \T*AaA ot tck,Cocith ttit1P-ifik :yi.....e.a."(1, liArc,Fci:DITIONAL,777„RA, 0 r, s5z) f L. .... ... • ADDITIONAL TESTS REQUIRED? NO 0 YES WHERE? NAViiit A,,,,,e; hiliw_.... A. . • • _ l__ ...- 0. / ... . - i•tri ht)7- t6 /d;/-2 4 f 4-1 dfe //1 .6( ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK i., Converse Consultants Inland Empire 630 East Brier Drive, Suite 100 San Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-4830 DAILY FIELD REPORT OF GRADING OBSERVATION PAGEOF / JOB NO. ' CLIENT DAY D TE LOCATION �0,3 �L,6v) cZ�� CITY c� WEATHER �n► ��AUE ;.. ticell� ' PROJECT ENGINEER S (� GENERAL LOCATION OF FILL PURPOSE OFFILL OR NATURE OF STRUCTURE TO BE SUPPORTED (\ Z \ I J e'PX (},.,\VN., \1 MAX DENSITY STANDARD '. , LAYER • (SEE FILE) �1 -" G NERAL CONTRACTOR GRADING OR EARTHWORK ONTRACT �.. �'oV�s s Cv C �,,� Gp . TODAY'S APPROX. YARDAGE /\ / GEN. ^ *TRACTOR'S SUPT. \GjR\[A/DIIN�G`CON_TRAC)OR'S SqU{^/T`. O[R[F/O MAN YAR�1D 'pEE MOVED✓TQ f�jATE SOUR A DICLASSIFICATION O FILL MA ERIAL L TECHNICIAN TilME C ARG y„� P% ROVE/ BY VISITORS \� �" L / / 1 QUIPMENT USED FO�HAULING,.FI),LIN C` ?.�Cr RING,�TC. / 1- 51.2- z ' --z -4.0e5 / ititCt ` %- Lko1 ) 1 r, / / !!! FAILING TESTS, LIFT/THICKNESS, OTHER REMARKS SPECIFIC LOCATION OF WORKPERFF�O��RM D q� ylk- ryte 7 t 0c, Nt,\(16( W„.M\ i6 n � � 4.0.1;ID 16 A-“ � � , C.o k(ac�� '�o , t ,1� �I d.q_ o& I 2 t '' 5a4( / lai fl i 5 P' F5f lied ilia to rid i; inQ wi�� 314'' 1�oct - t%t,1� (\�i. /t. k .' .,tgoluS IgenTd 0-14(4l /III ✓€ 0 f� lgi 'gip/al/oho; rife L &r ft , i16441-6 , R,, hyieka W o -rze 5'ttf,L� /v4f 6 4Y/ ��10 - ek . (oI I (%�•�vf , l e �I f,, !� , 1 �� lrvt--�" ��n.G� �� r AA xEn.DE;F,iliwkw0F1/04nrtoRm€ D ,fD G1 7 / €"' /` / pe i4>�7/`'� / e �C 1 //G e lL ta-fti -�f emptick 1. �� >�e��,c�r",� /�� Z�5 r l��-c (� b2 GM � 6 jc �� y a� larid.t 10�1 (..- l _ d . � a'9 A !�✓�,c k k 2 or bUID,It q-hor� �Y�� '�V1 t5 � 6SQ fro, is of ,aoi/ i -el,s V'1 /5 geaP`,k'.10 i'ir66 ur G z-%. 15 ehsir Jo ,, C1C-vt\ XQ_ o e i\rx� 17, 1124 ._ MO i ,V-2 W 0,6 . `k lv i . Zg aS al r o oGLI o - ( 5 Yvvisit4 / , II oe.- g .0 7e tt Ul i r.-- Mi- INO t�A \DP Q, . t t,L, ib- a 4 \.1* dih REAS F DDITIONAL ONCERN (p(�( 1 I ne, �S `' \i \G'i !3. .voYQ l,(��V�\^l�w��1�� VTU�4�1��\��' Y�\�`l�� li o�\Oh \g kco 0,,,( `.01) ate, A \,o c.\ c ' 51 \ \w f' f / ADDITIONAL TESTS REQUIRED?] NO ❑ YES WHERE?) (� \./Ve ik Dt V e ` if�vjolt\ ✓,\,0 9, I D �24 A! ✓ 4.�� REMARKS: \*\"(1-4,c,\t—A\ \\N kic10)\-- '9\C") VIA0 ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK Converse Consultants Inland Empire 630 East Brier Drive, Suite 100 San Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-4830 DAILY FIELD REPORT OF GRADING OBSERVATION JOB NO. 14, 01 CLIENT (046 DAY DATE LOCATION ��OC�ITTY�� ln1/4-}i��EAAA L/EtAL H"ER r � �Mt PROJECT ENGINEER TANDARD LOCAr ION OF FILL L0S r, PA.X05 PURPOSE OF FILL OR NATURE OF STRUCTURE TO BE SUPPORTED +1 S �Q ` ''lV. DENSITY I�"LAYER ,,,.*!GENERAL ■ (SEE FIILE) CONTRACTOR E)INGOR EARTHWORR'CONTR CLOR �' L "c- o�� G7. TODAY'-SfA PROX. YARDAGE / 1 - .° y' GEN. C RACTOR'S SUPT. GRADING CONTRACTORS SUPT. OR FOREMAN YARDAGEOVED TO DATE ,% SOURC(A D CLA IFICATI, N O' FILIL MATERIAIr TECHNICIAN TIME CH9 GED/ -- PROV D Y i / li VISITORS s .. ( A J � U' LL-` ice/ / // EQUIP EN USED FOR HAULING, ILLING, COMPACTI N, WATERING, ETC. t ' to (01, 4 3b c � Laa /_____ Z3S, Z ZZ,lll� r 1--h6 t- t-(z o , 20r/IL.. N . /�C.A,,o, /)\L\i \DcA e 11- / FAILING TE TS, LIFT THICKNESS, OTHER REMARKS SPECIFICZATID 1 \ �R(yLERGV E s'+� a 006,�� i `4' m� s.: \ 1y�\ �` \ D�4/\\: ��\�Lt l>`� Q. A �\ q� 4 \,«,, 12), S0.Nvc, 4 , I) � �� .cVii . .vGlp 00 \ ' °kr -Z\1` l)'6\1 ( \1\. \I) CAN ks-S'\W.eJ 1 Vk" Q, 4.W '� j'LDL -' .k\\ 5\,c NO A\ I rk\i\\u\1) 6cue►\eX Nii):aWS`tk:PiPt'z, AVak 1$oto / <2s,- ,c < trrc -C .k\\4 ko.r(c a1 17 0 ti.c,V-. , 5 (Ia\ ;IA ' hb GENERA DE RIP ION("PERFORMED t��v \ 11 iia. ,``v. (i'� 1) ac< rsc • .f 1Gi t , �Q4 -4Z5 `ca,\.� e»� W 11\( \$( \� ��b�i Of/LS 4\ . I l"• � r- aJ G.\ ' Q2- b dce kfi�Q, �, , /o lir1\\ 6' Q <CvQ-4. \` N`7tiL\a'coki,\, V 1 q , 0( %. `\-•.c 00,6 \� RTi.v(\p,),4(GVk L..C,\ i DV,os\ c��A\5, �X Vow .�tkt k\,�i, witi�V (1t `Q .PA\c\-, ,c. t.,4& \(-)y\s, ,\\ \,4_,,ou., \ 3 \'` 1 AREAS ZONAL CgER;1A ADDITIONAL TESTS REQUIRED? NO 0 YES WHERE? &k,c.\,,,a3N.N, \l,ol, \„)\azQ.,%_ 4, . .\., .,,,_, cz,),,-\ REMARKS: ‘1\1\ WI* OVA cLOL (0_'( �„ a ku k& 01, A. t%N-AikV4-- ENGINEERING FILE • WHITE : CLIENT • YELLOW FIELD FILE • PINK Converse Consultants ‹V Inland Empire 630 East Brier Drive, Suite 100 San Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-4830 DAILY FIELD REPORT OF GRADING OBSERVATION PAGEOF_._ JOB NO. 4 Z• s t - -Kg -a 1 CLIENT „ JCX� ` cr�v�.`-a.,,-&. DAY cv__\ -i DATE -7- 2 4 -1i 7 LOCATION as (. rz. o CITY c - , WEATHER PROJECT ENGINEER S L GENERAL LOCATION OF FILL �Q/ PURPOSE OF FILL `OR NATURE OF STRUCTURE TO BE SUPPORTED Z 1 , �I?�,JN�C w\a_�V MAX DENSITY STANDARD Kt -LAYER • (SEE FL E) GEN \ L CONTRACTOR ._ �� GRADING OR ARTHW RK CONT ACTOR g, �f}ti- pia �i C�i` G o,' TODAY'S APPROX. YARDAGE /A" GEN, CONTRACTOR'S SUPT. - `` GRADING CO RACTOR'S UPT, Ofi FOREMAN YARDAGE MOVED TO DATE SOURCEL TECHNICIAN / TIME CHARGED .PPROV 2Y 4 / . VISITORS 7.r ii.., / --' EQUIPMENT USED FQR HAU ING, FILLING, COMPACTION, WAT RING, ETC. I - lot, �; � o�- La �D'ts // 1 ' 2-5 Gn r n "rP '�n aP 5 / Z - ba-i&-\ ) s p i66,Je.r / - a,,c,w r-k.tA-LL / / , / / FAILING TESTS, LIFT THICKNESS, OTHER REMARKS s 1.1 i IX SPECIFIC LOCATION OF WORK PERFORMED , .� �% 10 n a.,.�- t � M6r� S‘ rcN �.�� . ma c _ ti� 16,-- _, ON. 1,6 '�_1 -C r . A-- oe, , Lail (/ U t ZI ` MANN:,0/Qf r rt, lit 6(WI?D(\i'I tpT1',:4 v,4�"1 �I(iItIt Itx�-f -o. --\ 1:- t\Q, cgs- �e q (off ccv L ,,(.eA 'Z C,Qe-1- �jic 1 rmtvks ' i. INA\rkile RIa, t6 to otige- f, e ' G of I to, ja ef _,O-E.4titl GENERAL DESCRIPTION OF WORK P N ``C-� ` Ct,'S . g a RFORM�ED �� / i‘hL�-• •( ,��' l inG'. V3- .' 1n n, n� � (\ �`QX QVUS , Oczik i 0U p v.\.4,,\ ',NQ %),16LQ, /no 0,14.clA Qk 9°4 j & a� ci 0 - a Nie S t 2� ki Pc65 � «i 1 , g L 0, - ,'^ Q CMI f�0N p i ; bLZkA o lit Lai, 5' ak 4, )z 4-b P\ �tJ.6i ,d n256 I AREAS OF ADDITIONAL CONCERN ADDITIONAL TESTS REQUIRED? ,�' ��IYIV\ l ik �� WOvlk . j , I D �� ` j )., 41 j NO ❑ YES q - WHERE? go, L7 /fed `. REMARKS: , •r \u\ ' 'IVt\- Qlli 1'-1 l?-' (AV I 1/\ �� A.�7 LAN. Q" l ,1 <t' wV (1(7- sIW+ ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK I.,�1 N+ " l�Yuri�'.�i�-�J 1'•M t.�..y'` 4"',lP'Y.Yi\HL-`rYP4•an.v<%/+r Converse Consultants ‹V Inland Empire 630 East Brier Drive, Suite 100 San Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-4830 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE ( OF JOB NO. qz-Bl-4 0( CLIENT JCfl/cc9-v., 6...,e.,. DAY -I-1W( DATE %-Z3-`� LOCATION ` CITY LOCATION D' k Q(04/6 Pt\liS WEATHER ( I%A�iAt � rant. ;I PROJECT ENGINEER S G Ile G NERAL LOCATION OF"FILL PURPOSE OF FILL OR NATURFrOF STRUCTURE TO BE SUPPORTED �-� Ptic)er /4144-r/-� AX DENSITY 5 ?(LAYER STANDARD OTHER ■ SEE FILE) GENERAL CONTRACTOR _ ) P GRADING OR EARTHWOR CONTR 9JOR C ,7' 60-74-5-rac,h Go . TODAY'S PPROX. YARDAGE N Pc GEN. CONTRACTOR'S SU0T. G ADI GnCONTRACTOR'S SUPT. OR FOREMAN �,C(5� YAR�DYjA E MOVED TO DATE TIME RGED/APPRO . D / �l SOURCE t!D C SSIFIC TION F ILL MATE IAL /rZ J Jam . TECHNICIAN rn;�'o / r / l 1 VISITORS .... / EQUIPMENT USED OR AULING,.FILL3IG, COMPA 10y\ WATT/RING, ETC. 2.55• -cvw2zr �2e_,-cam/ /e / / Z. 1 - o �', ..L /-..a, /�.w / / , / / FAILING TEST$,_LJF THICKNESS, OTHER REMARKS SPECIFIC LOCATION OF WOR PERF RMED ?Vpr 4 » a-� e :1b �- ` bv1(ti S kris 4 .. ,,v . G (;ICY VPo _,tu �� ,. 1aS qa n : M0'- I o� A ► l . la-4 6T . 23 43 ka 241-? �o10641\Qt. �10 WO !I ;arc, Rfl V,Ifl vb 1W Nk. r 0113kbbN.` oC \\' Co q % -k5 tt rCAA k S, \ DVAi ei,. \J '41a :` , o c,Irma, p)Q O')(5) 04 .6m (kv al. Vic\K.Q,G„ ,..lam- o\3JQ et; S \ k Rk.R <D ,„\-13,V Q a, Sri c: GEN RAL DESCRIPTION,OF WORK PERFORMED -AQ ' t I � Y\� -- i�'J -� -�'`O \ r`t. P Emw,,c) e. s2_ ., \cLk o '� >\S� P>m4� uJas 90 6"►COi�M b V►�6.� IlDI �5 =t, GS� \A (AVM \ YY1 tom- a B - v -� (�,e @r q \.. . _k44 �S! Gk11 '� �V b�1 �, � b � \1\4*--OPN\' ... AREAS OF ADDITIONAL CONCERN „ ifi ADDITIONAL TESTS REQUIRED? NO 0 YES �L WHERE? Nl y�h n xi � kq JQ, Il4JJQJA.. kw �,1 \,�r_ /?! 6 nt) . REMARKS,,W\r..A41 (\ O\a \lSl/u.") fi\) O `( �O1 `I\ �C YJ1`A"" D'ri �� ' G`7 VV r1ii t11)L,1� U 1� t ��. � U � ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK 0uv d, 0,�,^�a .�;;�,Xr�,. Converse Consultants Inland Empire 630 East Brier Drive, Suite 100 San Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-4830 DAILY FIELD REPORT OF GRADING OBSERVATION JOB NO. \ 4 i-Q5g-ot .,1rDl CLIENT &,,,Q "- DAY 11 0t,e, �64 DATE �-2z-9r O ATION CITY I Y -t i�0, Pc ��ii1I� �r -�-- • WEATHER Dite s PROJECT ENGINEER S k� , E ERAL LO A�ION"OF FILL ►/d� PURPOSE OF FILL OR NATURE OE STRUCTURE TO BE SUPPORTED a.Q.3e.Y U 1 KtiJt- . MAX DENSITY STANDARD LAYER ❑(OSEEFILE) GENERAL CONTRACTOR P GRADINSOR F,t4R� O FMRRA /rip/ l// TODAY'Sy PP,ROX. YARDAGE /,mil( GEN. t70N�R`ACTOR'S SUPT. GRADINGCON ROR FOREMAN YARDAGE MOVED TO DATE �-- , ,1 , `� 5�(}"\v/ SOURCE ANDD �(L SSIFICATION OF. ILL l \ S1ri (%�TRIAL TECHNICIAN f T..V.EyCHARfGEED� FiPRR Y/ -I-D 5 VISITORS S re.? f- 1cie__LZ.--L egg C_, ,V. r\-aP'P / / EQUIPMENT USED FOR HAULING, ILLIIJG C MPAC ION, WATERING, ETC. 1 • qi(a�6 l'Sa Ord to f . / \- z3S I'Z IiTeLL114 / / i • Azo v%) (1- I - 5\--�P l o () T 6 li-i `t,. / ' / / / , FAILING TESTS, LIFT T�ICKNESS, OTHER REMARKS ? Ir (�, ._ L. ... \, ik f... 1 1 i} t RFb4RMED:. SPECIFIC LO AtION OF WO • y t ) r � 0( � 1 OM m � t v' -� • V) �1(i 1Z. Ati (\ 4/eve, \C,\4i vLt \�- �viGvtk. \i.I_ il\WCA) . c.kkl'14�g\b 1\) 1 K'O D \O. 1\ C \ D� Q, c \ k-c t \ ka \' Dk \ , c ' L ' ovol 5 /4A, , 5 `Qivz \CQQ 01,r U" u (0 i zon � R4ot \ ,e V E ERAL ESCRI TION OF WO PERF R �\�`��, �� ,��- a�� \�- ��a� c�� 1 � � �� , roc, i X�k 0,Q)\(,)1/4 m � o � � Z -(\ma VCo�,� �,�`' � �,�( o � a , ..� i \, . �i�0c c�\� , e -,VV,s i \\A� \a \� wLq.� I M\�Q \ b A ... 0 IV. 4ai t4\1 ,11� Vc\- 6,‘.i\i o\� � it ak . \9 d\ w\\� > lARIH\>`• .4 C- N ' ? Si lb a k 0/Jk \AL ,-\� W1 \\Otkx\., rno\�\ ,a� tn�n aS 1.1; PA WOO\o Uri 6C ,6 ,a,L� ANA a\� a ? ,.(\ d , ,x _,\ �,c �� k �� ADDIjJOI�ALC ,NCER 1.1 P li\\*.- , ADDITIONAL TESTS REQUIRED? t /�' O ❑ YES WHERE? �\ Qco...._, 4 10� \ % 7i (�\101�) 1 • tAti� : C \1,k1 ' REMARKS: \Qya, it) .4kt .�I ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK Converse Consultants Inland Empire 630 East Brier Drive, Suite 100 San Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-4830 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE \ OF . (z.gr-il OB NO. B.o) CLIENT m�Q'`,nt�trvvu, DAY �ve . DATE 7;2.1-iz OCATION CJJTY �,¢,C� tMv V1 1'`�G/1�2 WEATHER l/'l.nU( PROJECT ENGINEER r S c, IA GENERAggqqqqL LOCATIO. OF FILL �Q PURPOSE OF FILL OR �NATUREOF STRUCTURE TO BE SUP ORTED Q, � \ Vk^"\y— MAX DENSITY Q LAYER STANDARD ■ SEE FL E) GENER LCONTRACTOR • �c,� RADING EARTHWORKC IQTRACTOR .g.�t�r15c��o�c� C� . TODAY'S APPROX. YARDAGE /.(- & YARDAGE MOVED TO DATTE�r'�,_` GEN. CONTIR`A('CTOR'S SUPT. ASSIFICATION ?,1 ,ocIICONTRACTOR'S„SU;kOtR FQREMAN \YI\l W y`l� `/ SOURCE AND C OF FILL MAT RIAL TEC ICIAN TI E CFIAtR�GED �PP;MOV 0 Y / i VISITORS�� ' t�( / / • EQUIPMENT C1SED FO HAULING. FILLING, COMPACTI N, WATERING, ETC. 4 (o (�- q' D cca -�- L' Q�5 / i 2.S5 t ZZ " CZ L \(\0-e-5 / / ‘‘-- bG(--\- \.o Q, 1- i-C x v 'cQ,041_ j `- 141 t) to6 kg ; ; / / / / FAILING TESTS, LIFT T IC NESS, OTHER REMARKS SPECIFIC LOCMTION OFWOR PERFOR, MED } ,0/� iu � \L \ `_ / �� k�J ,' A��Q / CNNtiJ�l ;e. iJl�' '4(7 aMl. GINS: 15\ t iv \\, �N),L � �,Vt��t " �a witty k\0\ oVk4\\�t�\"fitt a (\J oc 5 . * ‘\ (71\53, w t� d D,vit v i rt '(t e Aiya, eitul i, oolli . 1 D[O6LoiOl. �.ck- 1 t. Q�,K. M Ai, Al( ,,n`n.�.5, K �,V1 () kt � p ktOt \ k*A e -�D EQ �t14,4� 61) AQ-'�i� 'C ''�A�� A fA/ boilk 4),4/ Iiitg 41) R A-D -6ko G Loge ` . \ oL- . t'Qe� k \ v-, \N b GENERA DESCRIPTIQN OF WORK PER ORMED ` � l 1 n G�-11 X Z(' i.1,o Cnb1 s2 Ste' 2Z ' 1 D "'k 1v h�1j v,. �d` ,\Q \ \- Y7L1 V\& w, C� iC6ia b 11W o o t \(4t, )9, z4, s ty (\.Q..\cc\k\, KOW \,) N r ; , \-,&.C'( Ad N. ki\ INUkibkP,IM(Qi 0. ,,( ott .).43.c.WADIN \gA50 � - o ,o• Loath 0Q _NA AREAS OF ADDITIONAL CONCERN ADDITIONAL TESTS REQUIRED? NO 0 YES' WHERE? (�\IU\ K, \(I� 6 \,e, 10 L?i_✓ 4 ;3 711.5. 640. c REMARKS: \\Lcci,v R b\A T )\- \ \%\\ Q� ate ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK Converse Consultants ```'/, Inland Empire 630 East Brier Drive, Suite 100 San Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-4830 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE OF I 4.98 NO. 47Z9/- /5 '/ LI NT �� AY��l,��f DATE '�-2a -1 . LOCATION �CI sliENE WEATHER - 1 PRf�JE NGINEER l LOCATI N OF FILL Ia. C,',�e. PU OSE OF FILL OR NATURE OF STRUCTURE TO BE SUP ORTED , e ,\N— MAX DEN$tTY f LAYSR STANDARD OTHER ❑SEE FILE) GENERAL CONTRACTOR THW GRADING OR EARR(�K CONTRACTOR ! '51 ODAi" 5 APPROX. YARDAGE GEN. CONTRACTOR'S SUPT. 14 -iND GR DIN CONTRACTOR' SUPT. OR FOREMAN � if �? �'t K 0e� YARDA EMOVED TO DATE SOURC N CLASSIFIC TIOFILL MATERIAL TECHNICIAN TIME CH R ED PROW k.sVISITORS a4�Ac'�jYN \E(NNTT / / EQUI�IPMMq`( UjSE)D,FOR HAULING, jFIILLIIN CQ\\MPAC ION[, /WATERING, ETC. - cl'So / 2.2,6 --Ct&r....L4eee? 27_6. vi,t--\,- VI% V\&\,4-- l' I4E l� .e ,--- \ - .L..lA,oe t - 5 Li \ . 9/ / ‘ / / FAILING TESTS, LIFT THICKNESS, OTHER REMARKS PECIFIVATION OF I7PERFORED 'C5(, �� gyw� 0 V ixl a 6 ths\ \N i)Q �.a \i 2'ks'�b b -'off, pvR `\Cbm' g t0 qQS\-.t - 9\u& - I. I y.a b Z5 . 9- "''' o 5 1 t,r' milt _ I / ,t --11 4 (0(D'- L. I(t (kbk " fyi4e'Vi91 6,1) 2b I � { t 2',F m ' a GR L DESPJIO OF WORK PERF RME D 4,(I wit f (la� ikk 5 j- ' -P110.6,3,--- 7-Z, -17,4-4-L--4, \'‘'‘\ \\ \A4, 'C, \4 ',\, tik /vAitt, Pio ' , , a, \k,\t, W3,.1 01/4 4,9 tt 1 . ` , 25 - aC ;! w I p1. , CZ.oA mf j ` �\'a`'•10 'iv 1 v.14 Ib \ ii � g' k,rtt ;: '. 44 f1(`21 gip n (1)14A 1 ;C�0'1` \v 0\ KS 'M d �yiQ t 6 �'14' z3k z 4 '\ 4kkl IA a5 IA ettifiAtrc i cit) 4�,e ' ' 1 . �f i ,, , F /�y(�,� j ®� �49\ (N/']v]v�_ iuY vs 1� U�I �� y� t [+� 1 7 V U t"tL, s \(�} 1'L0�t ��/ k� �{ �� okU C,; V AREAS FADDI 10 L 19N'tkltbt ‘?„( 1/4 .,...,41_,\*,,. ADDITIONAL TESTS REQUIRED? NO O YES WHERE? kkaltk ck,sts2 6\AI A 4` ID 11L A 1 Al REMARKS: � 1\ cr V") ( kQ v\`(\ VP, /At ENGINEERING FILE • WHITE CLIENT • YELL FIELD FILE • PINK ..-�u;`-:,v:.3.m1��a»+,wr Ps'Arp*�"J."^Y. �y f�,�'s.;.^•f�°'^11k !'M.ib,^'. i,��n�.•+; d°::.A,ui.�..+•rti,.-. a. ,,,•i':ti.. e.jd Converse Consultants Inland Empire 630 East Brier Drive, Suite 100 San Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-4830 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE ) OF ;",.,(,`;B -y�r�0/ CLIE c ��/✓r.c% D e., L DATE 7 17- z: L� 7(/,/ t Pig r ) \ t< V% V( PRcE_/� INEER GE RAL OCATION OF FILL �� PURPOSE OF FI�ATURE OF STRUCTURE TO BE SUPP RTED ' +/(�J � � ( �c�� ' MAX DENSITY STANDARD L5AYER ❑SEE FILE)OTHE GENE CONTRACTOR EARTHWORK CONTRACTOR GRADING OE • TODAY'S APPROX. YARDAGE GE . C��qq T//��ACTOR'S SUPT. GRADING_ CO,N`TRAACT\OR'S SUPT. OR FOREMAN .: YARDAGE MOVED TO DATE / SOU4 1J C ASS FICA) N Oil FILL MATERIAL TECHNICIAN TIME CHARGED J�fCPPROVE BY fitt V T�0 Q(AI of .Q,4t44i�rEQ P. N NTUSED HAU ING, LN k rc 4Af -� , C MP CTI N, WATERING, ETC. % �'� / / I -� . fr k, / / t - At() /6(0,- / / / ( , „( / / I'90(1 SiiF�THICKNESS, oTHE PECI I LOCATI N WOR PER gR� ED Yt�Q, DL1 �itr AYERe b !�r►ii0176tifA 6010L (V b 4[6v a-kotk p(t.ifogcui 41o(n � �� 1 k Q, , U � �� : cam. , �a� � �! �1�� on ( bw Nt) )(V,,, p O,I Cvoc .; ;IN 4 ktv1/4I (kvot.f.. \a i.- 1 n( o'\1, \c \ 0 A. \qx)( (A\kkei Og kLa ( qd li ot1 0 SMI*Ati AMA 4.011/ 1,0(kki htl4A )('W\N. -("0 ,i, AO *.) 0,\g,(k1\kc, ()Uq, I Uk 8 'IP ii.vb 1! 1 aES,aTI NI �( OTV EcictrE�l , I �t Lou 3 kb 4 (el ' N 1'49' � . N. itli 5‘li,' 9.4 \if )(res° k`a r\,.(11(')I\N"-N\ 11- ok\-\\_ pxkW\ ) \jtit) V `Vo. kiikc A AW I 4-Ai. ()e k\TA1) \AV SO\\11 )(0) 11"1.(1\.S\Itt\ SA1\ ‘ALk:� d� ''A61W' 0, 4 4\� �a ICPa C1 COAGov ; Afr4� . (A\ 1(4A PM, \P,i\-. t1 >\o4Att 10) g A lb ova tMAK. fact - 3tTv ) flock, t pi�u M MO ql3/D Oa I MAI(trick, ti 4k �t o �4, \1©\��, V� i l\ ilik(,vVt l(Q 0` t 1AREA OF DDI IO AL C N RN� 1 �� ,o 441- ��\i) t ioyo va \ib, tt &VI. 61\$ 1Yqt. /k \0\\`\ V 4 -- 04.5,0 \ ADDITIONAL ESTS REQUIRED? NO ❑ YES ❑ WHERE? REMARKS: kuk* qzt\ol $ oVif�1,10(st, tZick\ (itc& Witki\ klitA \klisv\ & 111\lalik 114‘', Wkk 301a ( date (bco' ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK �r•:..a+.s..::0.7 .a�j..r ,.;:+t,,.^.wtvr,,t;erc; Im>r Converse Consultants ‹V Inland Empire 630 East Brier Drive, Suite 100 San Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-4830 DAILY FIELD REPORT OF GRADING OBSERVATION JOB NO. C IE T ) ft/Aka D Y TE D(1)1, LOC TION CITY k ‘ 11YA WEATHER PROJECT ENGINEER tE GENERAL LO TIO OF FILL P RPOSE OF FILL OR NATURE OF STRUCTURE TO BE SUPPORTED er MAX DENSITY STANDARD STANDARD LAYER ❑ EE FILE) GENE AL CONT ACTOR i( � . AP ,?. G OR EART O K ut74 TOR C`',C�• (` .dt � nl/,Il�l., I✓fl� jJ„I�(l G b • TODAY PUPROX. YARDAGE /�"�/ f � GEN. CONTR R'S SUPT. GR DIN'Gy�CO�NT�ACTOR'S SU OR OREMAN YARDAG MOVED TO DATE SOUR BAN CLASSIFICAT ON OF LL MATErL TECHNICIAN i TIME H RGED / „66:0EDe� k / <i VISITORS / / EO- U ‘r�T USFOR3H0U FI L6 C� II�ON, WATERING, ETC. /_____/ ‘ r 1,36 6%4 l i Z74 /g om -2Z 15 Ihhra6\ Q\o0i,► / / I -1 b <c 6- / / bet6L °" 2, LL ./ '‘0 u^" ' / /FAILING TESTS, LIFT 1 HICKit_tt? SS, OTHER REMARKS ECazIt aION Or PE�cE` trzcie),14 tM� 1.`C�AN,c,\,.,\ o\J'04,�, k,,,,4 \,, \i,,,, oc oN/fDitmw 0A, Igo \v6i0, . b(l ZW' VA\ a v6,-ci‘\ I .10.k5.k. 9. N4 &Ft k & C ON/DR, 1 0i ,5,\OSL 0i, V...eqt l 446., ON f, 11 (4k. �M"i( '1 S «Yi Q t ` ��Qri 3' xv ill J i1 i" [,ilk(, ( k ,1Ynl�Jl �+ � � e 1/� \ '- (p i (t4 fo At IN liti: E I SC )g I(9�NW\'.NRK�'D0F41/V\ J v 6 a6 a ! 06i025A Le �a�� ( a 1��. � , �.a.. t�'t� b Q\ � Nk,� 4JQrs&Lkt � � , \ c\. ,A a'o .1' (, -f012) C,0k ifkAk �bntit key/4 64 M 4fte WIAt o (c. b Wyk ,\(-A o A. o\ki( scil 44(\\o\Q,1) i.k,45 ,khQ. \Di` C, a 1.\1\\ 1() vn4 caloVs .I. - i� hk(In � ��. \e \lot c\h 11)Q.�u qm i a 40 a �' A. Q0115. , i \ 4 MI Qmq. IbM , \ kcol- Nk\m4kmk2, oAN alb Vie o16 I5 re�h h mop -. lb . OD -re.sl ,b ro14�- Au2, 2IA m �4, 9,1 % fa �, n AREAS O ADDITIONAL CON gERN/ ,q 5 t � i1�ID15+� $.,I � o, „� , , (�,C Vol 1�1 .1..1 17� rip ADDITIONAL STSWEOUIRE ? \ NO ❑\ YES 0 WHERE? REMARKS: _k"" \ *\ V 101/4)"1 ' \k f \4\4\ °},�Y, 1"It'c .‘1\ °CJ ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK Converse Consultants ‹V . Inland Empire 630 East Brier Drive, Suite 100 San Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-4830 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE __OF qz 1 '/i 'i I i P/,Goer a iO.Da/145(iettI 1 •TE )5 9 z ONION g ITZJ c. 0. 44 I: de s. WEATHER PROJECT ENGINEER GENERAL LOCATION OF FILL K PUR OSE OF FILL R NATURE OF STRUCTURE TO BE SUPPORTED MA SDENSITND Y STAARD LAYER ❑ (SEE FILE) GENERAL CONTRACTOR ��y G OM EA THW��OR�K�CONTRACTOR ,b ucroV� TODAY'S P ROX.YARDAGE l��1� GEN. CO T TOR'S SUPT. a� G DING CONT T R'S UPT. OR FOREMAN aka\ t YARDAGE Nj VF�D TO DATE fK�`- :r......: SOURC ND CLASS FICATI N OF FILL MATERIAL \\\A C we TECHNICIAN TIME CHARGL OV r 9, o �/ cc l VISITORS � � /' j�jW�I�G�� (i� CY , / i 'QU�PrENT, US OR H UOLI ktFI�LItIIG, Mt ACTION, WATERING, ETC. - /______ k ✓ ?lc I d Z 2 (Ic>c�- V\bQ) / 1J tkib ,\AvN ',, / - dog ' ' P 1,rz��e,� / / AILING TESTS, LIF'THICKN S , OTHER REMARKS (1riFa rc i;l l ire r,� Fo 4 E 3 0 o 00( et,1\N kik 0 104,..kt\, \ U 0,�, at},, ll' vi4t l iV)k o� o� ,� �14,� �9'0< \Ni ,t_j:\k-Si\��Q, _- \\\ 7 0� � � CMG- �C �nA a yak . 46.0— lot ' Vol.. ► 01 ►iritkiV2• oila ilA 6Ua0-,r �� lgt , if i i 74IA (tX 11i b�; b ou-t 0( ItQ��o�e.r R(ij ,1P.-vn \ »i _ aC r�lLo�a ItN a,S 126 o / 1 ' I y►i �� 'Y /1' 46. h n{ I,IP� r Q c ��(4 G ER _I Q, etc, L DESCRIPTION O W RK PERFORMED -v 4btf�� 3 ,�-li � � -�+�a-�- �r�.. lDl v � �• h �PQ.� t� A/y\,L �. pyVt�l�/� cf, o � ,n r,c c e. , 0, )\:Is �; ,a kY.Q - «big ik a.\.� v tiliV\ , 6¢.'' lL 4c ¢o ff U. \ . V S', cVN\ MI: na A IDA*Ac 1 Ak1/40! nV \ 1t.( IN'qk co.. 2IA alb 9.7b\Kk\s'41-kk\4c06-\-< bk•(\o(1-4,-4.k\MQ, OA ,bt'a6 CILbk 5\1\ c1k9,1‘ )t,' t,,\\el,k \il .61,,/ . 411.,c f(tNt\-k-,A0b--kt,oskt):Va\i'MvCo-ciA '(-\fb oA• ;6, \o\-i omektIAN 4',4ktY,), 7\t(\,1 ti(vON 044 ; . , 0 io.,6tAl 'I VVIAg. \ (44-14+\ ,1) ii'Olki)t)il (,- COA (014411 . OA � 0 P- A%, bO r k1s cv y34 4 M egti U5 �c 19n Dc1- ,:pia REAS OF A DITIO�NAL COS N�CE�N �U J4 ` A-0"...N NI C bke1 046 j?)v.'„itm t 1 „ GN4, �m\\GD\\7k to�o I( U cltt)60k t , L 4; ADDITIONAL REQUIRED? / NO 0 YES 0 WHERE? if %�3 (- AA/01 REMARKS: J1 \X. KkgH\N O 1i 9 . a' t, A! ,O \A eikt) 41,4k 0\00 Qk\ ` (,‘Ql iU D\04 ENGINEERING FILE • WHITE CLIENT • YELLOW . FIELD FILE • PINK c.: • Converse Consultants ‹V Inland Empire 630 East Brier Drive, Suite 100 San Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-4830 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE ( OF JOB NO. cZ'e'-ij '01 LOCATION CLIENT 1`�v CTS. GENERAL LOCATION . OF FILL GENERAL CONTRACTOR SG� GEN. CONTRACTORS SUPT. SOU C Nc L SSI ICATION OF FIL MATERIAL VISIT R D P RPOSE OF FILL OR NATURE OF STRUCTURE TO BE SUPPOR ED DATE R PR �EC�T ENGINEER P\' GRADING OR EARTHWORK QONTRACTOR (,orl5 at- ov. ADING CONTRACTORS SUPT. OR FOREMAN m&) \5 EQUIPMENT USED FOR AULING,.FILLING, CO PA TION, 'ATERING, ETC. 1 /"/z a 1-23c 6ifid I-Z Z5 '7 icIkoes zzs" ka4 /,bra 4 (- 4,0111 Qn I - �� %r,,,r� ties' FAILING TESTS, LIFT T- KNES , OTH R REMARKS O.�/✓/ PPP/%' TECHNICIAN i MAX DENSITY STANDARD, fit, 5 OTHER I&L LAYER El(SEE FILE) TODAY'$ APPROX. YARDAGE YAR,,ffDAG MOVED TO DAT N ift TIME CH RGED APP••VE BY SPECIFI LOCATION OF WORD` PERF RMEDr' � ( ( - ¢ccr,veo an S= c 1 YV t1ik !Ivy\ ip blot (, Q D A)+2(o bYlk40 >� 114 �D iv ejlakfikDA 64 .Dr t(D of abilahiLa. A. �( f 5 i 666 1i h �rl�c trip t tg\A\DL Lc Q a�(o� t' of 146,6014i n (6 kirk h e��P VV (r k4 0 �' r� of 110,0 RNA- tobt kratkOcoke l.' �' v, Jain GEN RAL DES RIP ION OF WO K PERFORr�E tiaitti (Mg 6- /II lt\OV, Oak ,lpOi‘k OLAI,VL___04-VA t 110* Oft 41 64\ 6 C �Y , i; Fi T n 11^ a_, NOO t4 1(t b(C� t'( 0(t 1 qi I,cite ,y fi Pkll\1 & ti ate. bap Lbo (1JA 60,441� A-4 t 41 14/4 OA Oak ‹.Jg 4AA . . � (P,6 ?4I777 Q(X.k 1-ko Vial( \( 1'0 -k Moi*e4rt U166 -1.5 o (A)GrAti v H'h C} il5abk VO44 6 �,0. r6e4 q, oN11paCX,-1Nvh 61) 0,64�-4 i s �' taJ ott- J' Q6.4,,v r\5 ,•A "vs÷ Z • I S 1 04W:i / 6QA0' tedt Q 5 Aral cik 2; -1° 7%• / 44( M R§Atcyl boo_ i)Vc\aii\ ).,oi _Soku:k14 t.,,ct et, NA769 71 4F. INOR f `* 0 DilkpI ii4" '' ' Loi. ADDITIONAL TESTS REQUIRED? NO ❑ YES ❑ WHERE? ` )3\c imVt, rol �V�� •; '115 7J171l l REMARKS: \ \ Q�\�1 \ IN �, \I Q ( 1 Y � � fig' �� k�� +�in � a �� c�� r�1 5 ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK Converse Consultants Inland Empire 630 East Brier Drive, Suite 100 San Bernardino, California92408 (714) 889-8004 • Fax (714) 889-4830 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE OF JOB NO. -' CLIENT 45"4 DAY. DATE LOCATION „..,CITY C_C,G, rCc.v.al c- A ✓t .tea Rd A WE HER „ �P.r � — PROJECT ENGINEER S C' ' 14 G NERAL)LOCATION OF FILL a Gove PURPOSE.OF FILL OR NATURE OF STRUCTURE TO BE SUP O €D Sevief t'nrw.A\ MAX DENSITY STANDARD 1 LLAYER ❑ SEE FILE) GENERAL CONTRACTOR ��GyyRADING OR EARTH%ORK cQNTRACTOR • TODAY' APPROX. YARDAGE GEN. CONTRACTOR'S SUPT. GRADING O TRA ORS SUPT. OR FOREMAN 1,r,/�L✓ �`i3,,� YARD E MOVED TO DAT ,J A SO IR EIAND CLAS AT` i0NAFO� L MA; 6 /TECHNICIAN ` TIME HARGED/ APP 0 j B / VISITORS IN\ t k.e �,sa-e / 1 6',P� /i-- 4 !04ki�EQUIPMENTUSE fJ H1ULNILLING/fING, ETC./ 966 / , r - Pa. `ri2✓cL / I'-z3-s /-zz f-- <, c /dog, y✓pik ✓ 6. pJ e / I /FAILING / / TEGd STS.I�LIFTTOP HICKNESS, OTHER REMARKS SPECIFIC Ayrt VCO LOCATION OF WORK PERFORMED 'ri S,\t. 6-V';le, 1 M Vii O i f I n5•ptJ(( .Strvl`N L- * . \ C vit (�.drt r�th✓ 1:4:: btig A iJ ' AYA/kit% 6-1-40, t D 4-z a D� t A 6tAL- Pal . 0 OY4k( mill PQ,1411 c, b( f611, Lk 6 Ak. IjA,11. ILL. fl QD apfe,L, 1 D� '(1(11610,-, 10,11 J 414t,k5 opk ',1 f I�� I (als 0.4i.( (pi' au' o P'eA Win( ;(m G(o� Grm, oac�r c r .tta1. I Ik� t44,q.ln ° 5 i&. ,)( kYukt, 4�,. t' . 5 � � � � .' ,1DSe ? .� � ,�„{ �Tockfol;,,}I o. AE-( kr4, . NL. ' W A',(12ALL to c (2z5 . Cc 4.,,x,�. vot 'r GE,�E�R,AL Diit)(1,p,,-,;:::,TFvv6„:F4,EiR9rRFgqRMED 1 , 1 vii �� . >y � , . ma(0,-t 1, itAi 1 0 ►1; i el� S 1'i Q , A.1 '.OD p, . 1 rf` 12arJ4n' 14441 D�5.6/1AA VI 1 Q- 1 I .Pa -6NiA\ ; Q,o Q on Gt I W 1 • ibl GG 0 C w6k kre. ellovszq 046,, 1 -V0014 bng 6\- a\ 4 i., ZN -►-z‘ orntl (Q-4 11-1 nig 6 3119a ► otL c 4-0ea(-l<: 4-o 4.g4i11ikot v' re WaS ono/444 'W\CI TIC V; t1ik Did, bP,1-41 (Cobh-5;1p I 4, :w. wall •ciympAgeJ, ii)O- 1 .kok Otie cog) (C1.21Aiig5i,, q.�1541 54.7 '-e ran •hiteott w a-le( liA6 l 111/ a1(�r le �l„�l 464 w+ (.155 .,.5070 2DLk j kes 11 gaod 9D/, .;--, rDrrp, ►opt ,i flit v_49\tc, 6.041\ . o ,- rrrak PAIg a J c�a. i tg 4 �l.A? PLA\iPiQN Dn(I(Iti , 3(41. (\\ 4- ADDITIONAL TESTS REQUIRED? NO 0 YES Ia. WHERE? 1111. \`sl `\ ,, y!1 t r C • REMARKS: lh1� �� Qk 2D%L `id 91OC I Yt �,� �1�� a S `O ( 0.4j l . ikm6 V' )Ise\ 2ti1Q2 ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK k+ Converse Consultants Inland Empire 630 East Brier Drive, Suite 100 San Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-4830 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE OF JOB 9..N-p,-Vie'61 JIEP /c4 4 DAAY,Y-`/ 7- —lzDATE LOCATION CITY (j fah W i*✓h g t r WEATHE Dt/enG16c< PROJECT ENGINEER Se-H GENERAL LOCATION OF ILL Acca�� I PURPOSE OF FILL ORJ'JATURE OF STRUCTURE TO BE SUPPORTED �Q, NJG� J�Y%d (Vt MAX DENSITY latlAYER STANDARD ;, • SEE FILE) GENERAL CONTRACTOR GR DING OR EARTHWORK CONTRACTOR C ' 7 Ca/510JC7700 GC). 1Wt. . TODAY' APPROX. YARDAGE X t°` GEN. CONTRACTOR'S SUPT. GRADING ONTgAO 5SrU OR FOREMAN lI ^P/Ijtt ICft,Y�/ "S• YARD MOVED Tor DATE 11 SOURCE AND CLA SIFICTION pF FILL MATERIAL TECHNICIAN j TIME! HARGED PPRO D B VISITORS ` Ira\ Kiso / i EQUIPMENTZSEJ(O,DA/, €i' NG/OMPA;IOi1.0 I \ c. / /) / - Pip 4-hA t I- / /- Z3" 9Acl hGt , - /• ZL- ff3cL he& Ma VI b . I . / �pla.k. l �oL / / FAILING TES S, LIFT THICKNESS, OTHER REMARKS SPECIFIC 44OCATION OF WORK PERFORMED I irr J \ ‘Qc� art S �G a-P €S�f fr o4 rmi hh.c\t j I vu�. v w-...tw- i t ill t me()l)�S x e o A"c�t c beEVv k. ekaUAi16k o\ �.. A rkvi l3R Wig 41- 5 k 21 45 Yo Z<-1.6 q of t d 0(A NV eppatr --(beget( t6,464 Alf S loll \ D kob, �.�'��(Ca1,, m, ('k\4,�� . oG �i�11.4\� % 11�t`�k \\10 3Ctua1- 590Atih4� , r1a�tf'\1 a ('‘ co cki, kfork• I,�a,S,i bat\-Fti d• )'\Q,� \� miA, 3.& -, i 4 5 Z'/5 %L 1a�( �� d- a `u\�. Q � (v".t. ivvkz , t�D�� : ket \aa� ytQ,(b-1 u,aQ� k l _ -,/ _ �nl�� b(� 0>�1 P � � n �n- q�ib Q QQ d GENERAL ESCRIPTI N OF WO¢2K�PERFO'RXED �` o -VD \� l�"Y'o i it I \,OA (��c,(�-¢,��v�c 0�4�0.1;11kkAAC�� '�ii tWCi Q bf .,,,, ,1 Q,,� Iek` pC�O� (lye (fi b« � C 1'1\Rp�Q S l IA yczeva ant, .(rxi>. c @x VI fo WI above OA, \ a.?:.• oki3e,64 ( 4 y'a . , opt aDYE rv\- A1\ k"rnQ . PA JINA 6+41$ Vo ri '\.•,male 01,t, poi . o e. c, S too, ak A0ii-ti ¢5 �I Y -°-.� VJo4'\-o V 1-1( -ID 4-UUe t', \ kobk a 5Ve l IfYIpOuue W- AA/a VIM Iikv M lit Was s •6‘ 90 4 \vt a4 ‘,A6,1( (42k loelwQ (1111171\ 0 Q5 L o 4 ' on 1,t41,50101631,41/1 1111gi5tat obi puidoar4 mid mAlvto,l 4117.0&d 4-a b2 (1 mtkiyikt)-4,d W(.1k if‘a ISICIA a totANA Qoa..,�‘rv,. VAS promV citteil 'QSk`11A � 01l\‘'ra(kt 0,o'N\ t` ektivcv6A 0/44 11,041161 a 4c r -11 D DN'00-RP.)/if Pry 6L 4-o4 (4 OD AREAS O ADD TIO AL ONCERN i LY n;Igg � 4-�� ‘191)./is ADDITIONAL TESTS REQUIRED? NO ❑ YES it, WHERE? p` 1a rote,IbQgel 76.1-lii5 iba ls ev I i- 414.1 REMARKS: --‘IY1/4l` nla vd'- bVel( 1i(I oo Long ig 4 MA aok la 2tht ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK Converse Consultants Inland Empire 630 East Brier Drive, Suite 100 San Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-4830 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE OF I J BBNO. • Z'1'',,7//�p'.0l CLIENT . l .l`�6i,G w.)151 DATE f- -- 92 LOCATION CITY � (,g'`�G_44414- A vP Pole `i- - '5v�C, WEATHER ,` - 1-�-aL-- PROJECT ENGINEER s .G , fi. GENE L LOCATION OF FILL (1_i7G/A. 4i%d PURPOSE OF FILL OR NATURE OF STRUCTURE TO BE SUPPORTED --. 5f1/ef MA- Ilk " .:,. �` R"' r J ' MAX DENSITY STANDARD I ❑ LAYER SEE FLE) -GENERAL CONTRACTOR ...169 GRADING OR EA THWp RKCONTRAOTOR vI r vk V� Q,. Goli4huin'ib11 ° L e . //�€. r. .' ` 1 `") TODAY' APPROX. YARDAGE /✓ /Q GEN. CONT ACTOR'S SUPT. .''')"",.,:-- GRADINGCONTRA TOR S SUPT. OR FOREMAN ,1 t;' � � ( 'ri ? YAR A MOVED TO DATE L� URCE NDLA SIFICATION F FILL MATERIAL' yJ, k r > { "S '. (t/1 Mi/le° .; Vil'v `'"ri• = o r-t S e �V. i•P a -C,T �o TECHNICIAN i T E ARGE,1 �APP,OVED Y d I _ J -1 r l,f ', In % r. VISITORS j r` r5 i:'+ ( k 4 a -» EQUIPMENT USED FOR HAULING,EIL ING, COIy1P GTION,,WATERING. ETC, �. 7 - 9�i g cr ,t ; loa'/" - , v� K � a c. ~'j ry {'`' s , ,� ).}'t , 3 I ' l i 1 D i� ✓a r"' �OG 4I , 1- t f a .r `t. A ,. y H2o /F�� i,�..' / ,, r,. , / 1 'Z3.4nd /& l - Z 25- .'(� 1-1 Y r:''%I/, 6. P%a1�f� FAILING TESTS, LIFT THICKD/ESS, OTHER REMARKS•:..., " -�NMat tiP Actre he,ta4&it'06i�II2'r-5 /D-FZS ( /37S-C,,,vi!Azle t i. A 4ie,_ c''• e = [` rYr ' i p!y co ,,,,,.. ='.Kh. , I` 1.a .�'s., I4. re-- ~ l SPECIFIC L CATION OF' W RK PE p . eERtj ;00 $1-4'e 4 FORMED J ff ':4 ' D 4 h�l..`' ti'" . K1/4.9 . .-\3\ .1',, o. Ik, „i 0 ttk ` : - 0 - brY/(Jro t .., �j aiai ,, off[ q , y 4 73, Oil QA PAR, �a �q,, Y u\DOcla L. C Sti -k �;l ��j( ' ' .� ;a t t^ (M�\�xtKl, (xtl .l11on5''a ' f + - ' T� -' USL. AC-L\ :J r- "(' r i' d �-dLJ 1 y'� I I \"' ; ! r • q '''' 't t4 {.•. e A-Ij �c�c-<: vc -. 1 a S�G -`1 a Plktc ,vts\h . 5 i�(��-.i `(i�1(� 7,,(;;:\.....,.t • [' /' 1�• y e.h .3r5•l,�y. d f Irk ,- A. +� (` (�j,��l� }pt��j :; /M �11� 1 \ ` .�W � ••� \ ll� „"�. 1 \7 1l� �/ ' ` V `-� � .. C01., L tx1fi� (o 'A� '— (awCi �i -C , `.'"`C�\L1 'l`�.5�-'� .," l`�V-ll�"J . I vY �' �,�w 11 'r y Y ,' 'CVO. r f alk ' GliiL=' 4'I J4ki41t( ♦--- • ' tiV4 t/►V i1�'�01T4 iff/f f tM+`�cz,'[ Is, r-r 2Y1 yi F• "�E A . DEoCRIPTIOOF : WO K .. i�,� ow RF RM-„ T.- r' ( kiu At) dAx I)4tA , ., ,fi p°i I a da- el n 1;Avg,,QI € 3°��. e1 CMneiaAt� 6bih6 '! zZ5 -o i�tv fl a ��b ( \�� nwaGc P �p�, ),t��t�� or � a�Jr, .•v�T � .\ ,�( . ? nC.Aa�13tv A`Lom'); \ -�'o kiy> (me a' fI l (_ ff C.'"'"-N7tiiki (k7rei‘X:...?' 77 ta) V63 ••&71\. .1krA FIL'k iti65r ..g). 1) ''•05 Y,ktk' ( ' /7:11_,' ' ., . • Aq Pwb, t 1 �1�t1"}��%, . AAGkQ1 G ,. oVcJ :ill 't.5:r ,Corti- 44 i-1-.- v noP .1� pee Jane, t' AREAS OF`ADDITIONAL CONCERN r v " `" `"/^\ �/�/ g� ' ADDITIONAL TESTS REQUIRED? NO+- YES 0 WHERE? ^ L/J /�� ,i1 I1LL1•! t<<u<g(iLSt'i % s:.:ri. REMARKS: ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK 630 East Brier Drive, Suite 100 San Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-4830 Client Project Name FIELD DENSITY TESTS: Test No. Location Appr. Test Elev. Appr' Fill Depth Dry Dens. % Moist. Soil Type % Comp. Remarks ^^ Aif it °3`. {C'. I f"s 6A 4?f.-. ` lea ws drt. ( �yi .aly 2wp }y• J,y } j i rk ' ,„-, - b L f s i/ f .r /+r itit�yt} �',e ,,;r •t. e 7+�� ia'4%,: 4.'i: lt� MAXIMUM DENSITY- OPT MUM MOISTURE TESTS Typeoil Soil Description Max. Dry Dens. ost. Soil Type ENGINEERING FILE • WHITE CLIENT • YELLOW Max. Dry Dens. Opt. Moist. �ti^"•....� 1 5�., - +4x Converse Consultants ��✓, Inland Empire 630 East Brier Drive, Suite 100 San Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-4830 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE ( OF JOB NO. 9z- 9/- "/ CLIENT .Jt%�ir zi DAY In „. DATE ?'-g1.2, LOCATION CITY 0--0- -a-vi bet- rkJe-- " c\ o... WEATHER b,k i a.s -- S P r l a ldt. PROJECT ENGINEER Soak GENERAL LOCATION OF FILL l..fic �� °71 AUC PURPOSE OF FILL OR NATURE OF STRUCTURE TO BE SUPPORTED &Ade( VY\41.11(\ MAX DENSITY STANDARD 0-LAYER ❑ (OSEEVILE) GENER L CONTRACTOR N GRADING OR EARTI-IWORS CONTRACTOR G. CentS tU.L OvN (,o . MAL • TODAI 'S APPROX. YARDAGE N Ik GEN. CO TRACTOR'S SUPT. 14 6 GRADING CONTRACTOR'S SUPT. OR FOREMAN BS ice. L YARD GE MOVED TO DATE 4 ik rnNll SOURCE D CLpSSIFIcATION:aiILL MATERIAL TECHNICIAN TIME HARGED ,APPROVED w..-. �'.-.� / VISITORS / / EQUIPMENT USED(FORHAULING,. FILLING, COMPACTION, WATERING, ETC. I-NzD UL- /____/ 1 ' 9 (Pb e kco1A l cet 1- 9 GCor� \ c< _-7,3S- 14- .. _I-ZZS iI?041' IdtTh Vkkr •?\aAe. ..=.. / FAILING TESTS, LIFT THICKNESS OTHER REMARKS A Ij1 a-v f ehw4L,t , Si . /o .J i aAtid /g,F7(,i ee dti ,4, /9Q,/ ii/verkei i&PECIFIC OCATION OF WORK PERFORMED r SNJ t CAR- 4X � 3a - D ()�52+,�1c s bl\ t, fi, �IA KDA61;.. om� Va i. Oft a1- GYl c' {ETR 3Po'bwve, 1 ` 4a , 1D .k10. o r L� is k6e, Via-c �tuCL -�o '1 - c ocr�tl rC\ rid ag A .0. 4Gb [ fu or 4-,r�� `� � ' Q� VP.. rna w�'! ',lab-A-c�n�� L �k�4r 66 G MO-M .c 4" 1'(e.�tC_k n(1a.Vcv� 4 re. na ._6c:(� aliQ r � u l r I,'' are .; h Pict /dne . bikkoki 41,,Lwc\ ,..\& fIQ-: ulal a.vvk., Q ie t' -3'' f o ' �ee-1 .4l `e ,,,,i -�4 uv 4'ti zz6,e.4- -1-r4 gee. W 4k . ✓ holly Oki i\it%+ riOdtti. al- -1-ViS Pztv1-k..i5 elitefttPlItt, GENERAL DESCRIPTION OF WORK PERFORMED PMeek, 3 ' oa Qfv` 1 Mkg0 J' n\ . ev<tAlci r\ F 1.e, was, cerk ka resi `o iota_ C. c oret. Pc. G 44WCe Ora , 10 koo c 1'3 •Vyb cw11 uU�IR� -4-0 k. 66.4 C a be - 54 5 o�nA .S Irv,. &Iwo--, (N. `4 411LJ Me- d-D A\Ks— --aka. 5 y' �o -4 1P6ocs6 Co ik . t\,,k- 2,2- AA5 • i-t1(P66 (J-4 1 -\-o NV.. 11106-6Ee Cn1c4e14a-'4a4 Dr\ -Tonmotktft. i1-i t8742 i24.5b 1rl-6, 1 Wd�Itn5�t ' ' '"'-e Re5U S Is g,ID1D iMoi4,w, At uee a500(15(5 4 etAAA III(De.Ni 45 lie45 WWII k. Wa5 -I-r fIL b ab� D 5. IQC ,i \I �, ... A ' �� w n (Irs IIDI C.d� ��1� ��. �►i1 a 1,�1 rti r�' 1(. MCA/rAW N Pig, Lea Si'ad- L. . (5' pvt IfAREAS OF ADDITIONAL CONCERN l.Vl ADDITIONAL TESTS REQUIRED? NO 0 YES WHERE? paelt REMARKS: ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK • Converse Consultants ‹V Inland Empire 630 East Brier Drive, Suite 100 San Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-4830 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE / OF JOB NO. � g/- y e- o / CLIENT ,lFofr:e-r-,.4-.1-t.-4- DAY /,��Q/.,, DATE 7 7' 7 LOCATION CITY ,--� �ou � WEATHER / PROJECT ENGINEER f1f GENERAL OCATION OF FILL ./5" �bK/L' f� l/C� PURPOSE OF FILL OR NATURE OF STRUCTURE TO BE SUPPORTED QiY /�/fl� `cam MAX DENSITY STANDARD OTHER 0LAYER 0 (SEE FILE) GENER9 CONTRACTOR �" 65.7A€D,I;417/G�-EARTHW6 K CO�NTT ACTOR 0 L��Qk�7`� Lei/� �D. /lY� TODAY'S APPROX. YARDAGE A✓%1 GEN. C TTRRACTOR'S SUPT. GRADI G CONTRACTOR'S SUPT. OR F REMAN '�S % YARDAGFy VED TO DATE SOURCH NDACLASSIFICATION OF FILL MATERIAL e4 Sr'1e TECHNICIAN TIME CHARGED PPROV -D B - ,Y iD / d•�s/ VISITORS usoC- 4�w- f C6. / / EQUIPMENT USED FOR HAULING,.FI 1- 01 ° (V t)'' e Z " LING, COMPACTION, WATVIING, ETC. /Jo/L Om- j J4 i,-74- / / 1- 94,4' g `, ftW larJe/ / / I. gyp tf4 Q Goa/e / / 1- Z iS' Caw /rG.,,L //,,e - /'' Ze5- -ercc./_ /Joe t/04, Pi / / �jAILIN TEST , LIFTTH CKNESS,OTHER REMARKS 1�,(zss, lleaS ' rp WO-L bP_.S Ui 5 . 1 D-i.11 t; 13 ki s., • SPECIFIC LOCATION OF WORK PERFORMED NI 4 kv 6 o h. 1; .k e a� t ; 3S A,, ,1, vv\e ,t,1,V`.- ww '-\-.r-- dG b IL h. ( m,^.& \ 606.11, t1L'4 bt QX(ka�t , 1Qnn os ID-V O &c r Aker- NVO 6 t eia 0,02, an �AA, -.(buQ CJ \t,kie t th 'c v( 0.4;‘\t -(t'. o0drte I� ��e�u- A/0thiaCk 05 t a S ►C�415,4( l c,\- ;t-c b1c . hock 45 l l c k MAek ae<r . Q,1 361 i. b� 4A4.1k- (A6A 0, ,-. z2510.E , - vl i boo- 41 f l oAt 4'o Olo lX\ bt� e ►Nit (MO-V ‘01 VMS erg IV ) 2CtIZS hriri:4/ i(ati �'' /VL/�(�GENERAL °Rkt? I .(J� ii�ORJ� i �► ��i(�(4l` /Utz fie , ✓,Y`(� QQ/' �Llt1 �LeC.i I C L-4 ©V� A 1/" 4Y -k-, km- RD( i li �I.c got( AA�au4 ea.L gae.dzi VI P�{,�' �II tb`� ��.Q'� Wa.5 S¢&K 0,01 . r . . wifq 5� ` -0 lPl�. nA01 , Ilk yac,,\ 6 VA- t to \.% A�1it II , ,' Q e v� aLl kkIto 5 , �, on +ow It,4., p I '" a 1 ll � b ( L � h( ►�.��- C a s C, ea�-/. A4 me 0 mot* UJ S )' -1-0 aNG -Kzli\ c,. vJ � 1 , a G o ei" o45-0\.--vg\ alb t2,c 1GN :i8 �,o&�,�s�� Ih p 1Yl`� �o � Pr � � c c �.� o � -�o� �. fit 4-\GIs , l v\-e �, `r wa L-zj c►e,Irt c1,aAA. I-L <1-es-( ' ve v, 5 �,1i0(13 Jq 4.25 Gw‘ pi 41 AREAS OFADDITIONALCON ERN D/R Al �teC'c- AVV G.,n;d bi "- 4-e5-A4 we` Otll;L 56.l15 EalTbldintzi v5 o ow pqv vitt oil. 104-k AAA . un t,cDtzm 40,d 6e4i,vee,-t 4XJ.-5 t✓q lI tk-1- wi-(-\\ tlo AA te? k`iad , ADDITIONAL TESTS REQUIRED? NO ❑ YES ❑ WHERE? 06 1,0 have G,ot21 6e7maajk. ni iLut REMARKS: ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK e;ii Converse Consultants ‹V Inland Empire 630 East Brier Drive, Suite 100 San Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-4830 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE / OF JOB NO. Yz-8/ y486/ CL NT D 1 c-4-Aec._ DAY DATE 7-6 - y LOCATION Y (1*aCt d— %I,VU_ AL., WEATHER j ,Gt'%11t ` /16`71 PROJECT ENGINEER ,5-c GENERAL LOCATIONr OF FILL yYiL& (^♦ PURPPO'S�E OF FILL OR NATURE OF STRUCTURE TO BE SUPPORTED �C,/4e 0.44(LAYER MAX DENSITY STANDARD ❑ (OSEE FILE) GENERAL/TRACTOR TRACTOR 11 V GRADING OR E/� HW0OR)C`�C(O� R-iAtORea , // TODAY'S#PPROX. YARDAGE GEN. CO/ A'OR'S SUPT. GR14,4 C �ACT0F3f�_ 'S SU�,T 5 FOREMAN //yJ/'J [ %rt// 7";�/ -f/�'��_ YARRD G'� MOVED TO DATE TECHNICIAN TIME ARGED PROVED lr rn�a %g,' / l SOURCE AND CLASSIFICATION OF FILL MATERIAL / ii VISITORS " 6. -�\ \ t/ j-'G i-% w5reC1Cr / / -N EOUIPM USED FOR HAULING, FILLING, COMPACTION, WATERING, ETC. CI k f (,64.K 1- Cw: / / q&K, Gepi:' Ott4- (, ea,1„Q✓ / / t - Z �r'"61_ d-riu,j 144dee / I-Z7 6, 4-.4-rta-h- 1ocid.AV / FAILING TESTS, LIFT THICKNESS, OTHER REMARKS . f 2orv\ 5 4-c./D +Z S 77) /3 --75 Nealf 42-4, ik /& wo% SPECIFIC LOCATION OF WORK PERFORMEDv v Z.5.1,..1(.:‘vk : 1 Ask,-UQA eiDeCAt6 'Kaa tuOti4 /a..tlorti a o 5-�as;l r�, 1`� kzr, 66r4✓v.1,(ei i}?Gikof, pc T-c.1.4 i S : 1A5►A Z,14 c lanA. [la d d r044 %b 11 okra( 4 ii .. . . a L.e in -1-t �- 4-Vim 4 k ,Sep g alfof- e ih �/ 5, 5 �a� i/ o GENERAL DESCRIPTION OF WORK PERFOR..��ED Wr-�k QM (,6w1/a.0 �'2 Cad -reAL.- _ 1.4oe 1AJrjk ter bi 0/'y 1da k 1 o,1)02i0 ,i haa.k-6A operautim5 air c..„kl ktme. Makin 3 rare ,a QoWS big e.( .A (r' G-re kj.c (I lid l;riaG,Pc j 04 Set,iit,dr Vi4.i.iv? e baVe PIPe 1 _ +%* P-PctitW' atm, nod- k ,e a prblillnnn WikAN p. -�5 b��r,,� of to'' 6s 4 ff L t� Ibpi, hest r .rn abdu Pitt d, sec k�'►, 4k krnpk 4-6 ..1s a. 444 a�..1- 5' .1-ari 7�n4t; Mailed Wks ri-o(tez +o t 4-01.1 1 o peeiv aiAx.c. vory9- nre )AmL 474 0; AREAS OF ADDITIONAL CONCERN an'lL IArtid.or'f ,, idiea t,AM 1f t(( 4 l i IRS fio A4 Maw ! (1oaw4 t/ rt�(PIQ e aliei4,6111 d Mil l a1- 5 ,110a 2.4 4-1C ADDITIONAL TESTS REQUIRED? NO 0 YES 0 WHERE? A REMARKS: ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK , . I • Converse Consultants <IV Inland Empire 630 East Brier Drive, Suite 100 San Bernardino, California 92408 (714) 889-8004 • Fax (714) 889-4830 DAILY FIELD REPORT OF GRADING OBSERVATION PAGE I OF JOB NO. 410-e/-1-/e-oi. CLIENT „c-D coN-C-c_bsk_a„ DAY W24-41c, DATE -7-4- 5? XCA-T,IILN04. aVe CITY 61\-k--4.......k_ L WEATHER PROJECT ENGINEER 5 GEN RAL LOCATION OF FILL 14 I intim wie PURP SE OF FILL OR NATURE OF STRUCTURE TO BE SUPPORTED V..1. MAX DENSITY STANDARD'— ' WAVER El (SEEFILE) GENERALIONTRACTOR . . . ' kf R EARTHWORK CONTRACTOR RADINGd. ia ilAPTOR'S TODAY'S/APPROX. YARDAGE GEN. COTRACTOR'S SUPT. G'FIVIN CONT,l SUPT. OR FOREMAN 14 YARDAGE MOVED TO DATE SOURCE ND CLASSIFICATION OF FILL MATERIAL e ffr i oft 5 ;1--t t) , 6, e-4, rzr6- a_ -I- -4 il...:41A., e TECHNICIAN TIME CH RGED BY / / n,N.k 6 41_, b ........7..RjOV / VISITORS w / -. Lc.EQUIPMENT USED FOR HAULING, FILLING, COMPACTION, WATERING, ETC. \ .„1- ciy," .,‘,....,te.,-- , / .. / 1 - ca-i 1C01,0 Loctet-e-i / ' / 1-aaciL Lo .,411' . / / L i oc, v ' / / FAILING TESTS, LIFT THICKNESS, OTHER REMARKS I. SPECIFIC LOCATION OF WORK PERFORMED P\ VC \ UeS 0 Yk I.A -e c_.A...„1 ove_A- ' v., ( -k,, _.1 , \p,r---_ ?-pod k 1 LI (-7 1 i-hg I 04010fleJ hark -IA\ 6-'3( rex 6-6 o Mi 69 11 a IA c,t- -I-- be b41,Lciqe(C. atto(kx1r--*/ 4-0 c vet- 1 Ceio,21,4, 6,- -r-A2PA (aft( t iNdu hi. ko-ut. eopi.0 ru , \0\(...‘,, \ cz_dwel, C:5109eAltA GENERAL DESCRIPTION OF WORK PERFORMED 0 rL 4,011.es \N. 0A Arechki • f)ci.,t.(c.,caed 4,16 CaL 7 Wee-14(J ( I Of kl Ace-34-1/41 . 0 oyt-i-roblers ri(1v1-(,\&1 i a( bAG i c 1 I 1 1 3 ,10 6,,c,Lc; I( ArLt,I,. buy( tote4-1(.1 I A 0,14,-5 pf p 4-D iz. ' -/-lielit ,\QA- m6,3kalLX titi.k 4-\ 2 " /VW 00 WI ri 14t/df'444,4' -61 /41A 4-r-v 4-0 obinlvt eott4p4cLADvk by p, i / . haihiti ''a caLe WA E'5" -i-razi-- I iet/ WI -IA 4. 0 bea..torl plc, 4 . Nniath( hea,ait.t. 6s4Cat/a.4 0. aj- •Ia 4' 14 1 o -iz,- 444 Oinlia ;ilk' lath: AREAS OF ADDITIONAL CONCERN / d, i . J;fro•Ea;t1 4idino-1 0,144-.16 _iii4 /Mid 1 fol-- iii(6 .1- 1 eesall. ligidkelk coivr 06 ig ia hi („1" 4 ADDITIONAL TESTS REQUIRED? ./oprti NO 0 YES 0 WHERE?l/, ot< In .0C: - / 6 pie 4 oc i' Z (Li At au fr/i ..kd k kii REMARKS: J1 kik kivt I 14 coma roe It 73 /V4.4' A,o6. I &)-1/1.C.e/illei -71L he/ ;44 It t c../(e1 / 1,,(MILY J a i( ENGINEERING FILE • WHITE CLIENT • YELLOW FIELD FILE • PINK yy'.s.++1^c+w-y.>'^•�V'�w.i ,ri-'iwm miL+-i vc..�r. .a- r Converse Consultants,. Inland Empire 630 East Brier Drive, Suite 100 San Bernardino, California 92408 (714) 889-8004-• Fax (714) 889-4830 DAILY FIELD REPORT OF GRADING OBSERVATION` PAGE,_OF JOB NO. gzNO/-#9.-ol CLIENT .CUENT /J. DAY 1vrsZ. DATE 7-Z- 9z L CATION, ((J� /" CITY / �,- �Q� 0'C J 6/DitiT�✓ �- WEATHER 5:ait -r Alert PROJECT ENGINEER S. (, . 4. GENERAL L CCATION OF Fl L J "[I UK-'1D{ �Y C, PURPOSE OFFILL OR NATURE OF STRUCTURE TO BE SUP ORTED , 1 fat/at , v/siiWC MAX�/DENSItY STANDARD LV9 LAYER ❑ (SEE FILE) GEN RAL CONTRACTOR gADIp O EARTHW RK CONTRACTOR 64:, TODAY'S APPROX. YARDAGE GEN. CONTRACTOR'S SUPT. G DING CONTRACTOR'S SUPT. 9R FOREMAN YARDA E MOVED TO DATE SOURCE AN CLASSIFICATION OF FILL MATERIAL �FG31 CIAN i TIA1E 5,RGED PRO D B VISITORS ,j7'& /6 J.rvioo/c. 1 -e.'� Izr,G Mike ..r ( l / EQUIPMENT USED FOR HAULING FILLING, COMPACTION, WATE I G:ETC. ) _ Z25 Tr4.,04 i? ) — 170.4I- /tag.. / OW l 4 (a . ' 011,1 (Adel . _ / / I _ q' b _ (►zd tolo/ FAILING TESTS, LIFT THICKNESS, OTHER REMARKS l SPECIFIC LOCATION OF WORK PERFORMED J, _(� v ,/ fC ,VOI 421 I 5./. 7:yo •i _Pitt- Ta/ /C;fkS i1'!�aed. 114- YUl 41 /lr'1 k , place rie aD d v( 14,�/ - -a -lc atitil a l( -A -, Mira lo. ,lac 1)¢0 -es--, &-/0/)evv /5'4 'h015 _ /D 4 z3' 44,L c /.? I7f /IdalsiWP , p/A5 //CG0e15/..5/644.1 d` A_, �tr� . lid lithe 6 0frtoP(+� ICI O�`ci-i` GENERAL DESCRIPTION OF WORK PERFORMED'.^ d1rvC (o..A c. E)() i �t✓`- 11� k�C r,S! Qt obtA c„. F. ( 015-r,`..4:1,,,.4 j i o -,-- Li t..._ C- I INS PQ ( (c 'She_. 4- in) v1- i 0 0 rvi S r tr 01 .�. o� Roc. 4- ene_\o d Oc (oa ac.� as\'. 4�U 1 - r> -�1; •;5 u ee 1 K1 ! VIM - I I. c„\-kith � , �� ' aloe e - pc o\�er Wi.k)v\ ,kNa 5 q.e '�..r ,le.- of q I NA) kp.c c;k h� 4-z' oop �z`' Q.S. Oat, tK Vit k.,,, . 'f'e\k, 4:ka' \D ka w1A Ice ckL4 A 6 1F -1-a, voc_: oft4 :r(/Ri1a1! (ac ‘k\ i S 4-6 b� () ;.e,s \lP� G, cell �- se L.Q.S DEC 61�-.F l 1 j . 11 ��( tY�p.. l AREAS OF ADDITIONAL CONCERN , Y /Yltiq I ia4 65 4 h/a5 heiI�' ,Jere ant rrt�c//6 i fi/'I-fitzzc ratefie. � /e 14 l'c ur la ) �/a G I&/ 1 �x/e„ki 4, t/� • ADDITIONAL TESTS REQUIRED? NO ■ YES Wr' WHERE? REMARKS: ENGINEERING FILE • WHITE ` CLIENT • YELLOW FIELD FILE • PINK SUBSURFACE SOILS INVESTIGATION PROPOSED SEWER AND STORM DRAIN ALIGNMENTS AND STREET IMPROVEMENTS SOUTH OF HIGHLAND AVENUE WEST OF CITRUS AVENUE FONTANA, CALIFORNIA PREPARED FOR J.F. DAVIDSON & ASSOCIATES JOB NO. 90989-3 GEOTEIVINICAL INCO RATED P.O. Box 1790 • 1355 E. Cooley Drive, Suite E, Colton, CA 92324 • Phone (714) 824-7211 • Fax (714) 824-7209 11910 Hesperia Road, Suite 2, Hesperia, CA 92345 • Phone (619) 949.0006 • Fax (619) 949-0023 December 20, 1990 J.F. Davidson & Associates 3426 10th Street Riverside, California 92502 Attention: Mr. John Sebba Gentlemen: Job No. 90989-3 Attached herewith is the Subsurface Soils Investigation report, prepared for the proposed sewer and storm drain alignments and street improvements to be located south of Highland Avenue, west of Citrus Avenue, in the City of Fontana, California. This report was based upon a scope of services generally outlined in our scope of services letter, dated December 13, 1990, and other written and verbal communications. We appreciate this opportunity to provide geotechnical services for this project. If you have questions or comments concerning this report, please contact this firm at your convenience. Respectfully submitted, C.H.J. GEOT CHNIC_ , INC. Gar , Sta f Engineer GRG/DMM:ms Distribution: J.F. Davidson and Associates (6) GEOTECHNICAL ENGINEERING • MATERIALS TESTING AND EVALUATION • CONSTRUCTION OBSERVATION I SUBSURFACE SOILS INVESTIGATION PROPOSED SEWER AND STORM DRAIN ALIGNMENTS AND STREET IMPROVEMENTS SOUTH OF HIGHLAND AVENUE WEST OF CITRUS AVENUE FONTANA, CALIFORNIA PREPARED FOR J.F. DAVIDSON & ASSOCIATES JOB NO. 90989-3 SCOPE During December of 1990, a Subsurface Soils Investigation for the proposed sewer and storm drain alignments and street improvements to be located south of Highland Avenue, west of Citrus Avenue in the City of Fontana, California, was performed by this firm. Information furnished this office indicates that a proposed 21 inch interceptor sewer will extend from an existing sewer at Highland Avenue to Torrey Avenue along Catawba Avenue and will also extend from an existing sewer at Citrus Avenue to the south terminus of Almeria Avenue along Los Cedros Avenue. A proposed eight inch sewer will extend from the proposed 21 inch interceptor sewer at Catawba Avenue to the proposed interceptor sewer at Los Cedros Avenue and will be routed along Torrey, Almeria, Catawba, Jacaranda, Tokay and Cherimoya Avenues. A proposed secondary storm drain with catch basins will extend from the intersection of Los Cedros and Tokay Avenue to the southwest most portion of the site and will be routed along Los Cedros Avenue, Catawba and an unnamed street. Street improvements, including curb, gutter and sidewalks are proposed along Catawba Avenue at Highland Avenue, Torrey Avenue between Catawba Avenue, the unnamed street and the south terminus of Almeria Avenue. The approximate alignments of the proposed sewer line, storm drain and street improvements are shown on the attached Plat (Enclosure "A- 2"). •cJ Page No. 2 Job No. 90989-3 To orient our investigation at the site, a xerographed copy of a Housing Rehabilitation and Infrastructure Analysis plan was furnished for our use. The approximate location of the site is shown on the attached Index Map (Enclosure "A-1"). The results of our investigation, together with our conclusions and recommendations, are presented in this report. FIELD AND LABORATORY INVESTIGATION The soil conditions underlying the subject site were explored by means of 10 exploratory borings drilled to a maximum depth of 25 feet below the existing ground surface with a truck -mounted CME 55 drill rig equipped for soil sampling. The approximate locations of our exploratory borings are indicated on the attached Plat (Enclosure "A- 2"). Continuous logs of the subsurface conditions, as encountered within the exploratory borings, were recorded at the time of drilling by a staff geologist from this firm. Relatively undisturbed samples were obtained by driving a split spoon ring sampler ahead of the boring at selected levels. The number of hammer blows required to advance the sampler' a total of 12 inches was converted to Standard Penetra- tion Test (SPT) blowcounts, and recorded on the boring logs. Undisturbed, as well as bulk samples of typical soil types were obtained from our exploratory borings and returned to the laboratory in sealed containers for testing and evaluation. In addition, bulk surface samples were obtained from the site for pavement design purposes.. Our laboratory testing program consisted of field moisture content and dry density determinations on all retrieved samples. Sieve analysis tests were conducted on selected samples to aid in soil classification, and sand equivalent tests were conducted onselected samples for bedding characteristics. In addition, direct shear • Page No. 3 Job No. 90989-3 testing was conducted on selected samples to provide parameters for lateral earth pressure evaluations. Sieve analysis, sand equivalent and R-value tests were performed on probable street pavement subgrade soils to development criteria for street pavement design recommen- dations. Our exploratory boring logs, together with our moisture -density data and SPT data, are presented on Enclosures "B-1" through "B-10". The stratification lines presented on the boring logs represent approx- imate boundaries between soil types, which may include gradual transitions. Summaries of our laboratory test results appear on Enclosures "C-1" through "C-5". SUBSURFACE SOIL CONDITIONS Data from our exploratory borings indicates that the soil profile along the proposed alignments typically consists of surficial silty sands, underlain by silty sandy gravels, gravelly sands and sandy gravels to the maximum depths explored. No bedrock or free ground- water was encountered within any of our exploratory borings to the maximum depths attained. Cobbles to six inches in dimension were encountered within all of our exploratory borings at depths generally ranging from two feet below the existing ground surface to the maximum depths attained. All of our exploratory borings caved to within depths of approximate- ly 1.5 feet and 8.O feet of the existing ground surface elevation. Results of our laboratory testing on selected samples indicate that the sand equivalent values of the encountered subgrade soils range from 20 to 75. Page No. 4 Job No. 90989-3 CONCLUSIONS AND RECOMMENDATIONS Based upon our field and laboratory investigations, it is our opinion that the proposed project is feasible from a soils engineering standpoint, provided the following recommendations are implemented during design and construction. 1. In general, the natural sandy and gravelly soils sampled (SP, SP-SM, GM, GW, GP), should be suitable for use as pipe bedding material. However, since our test data indicated the silty sands (SM) were not suitable for bedding, it will be necessary to segregate the fine grained materials from the more granular soils during construction. Bedding material should consist of sand, gravel or crushed aggregate, having a sand equivalent of not less than 30, and should be used in accordance with Section 306-1.2.1 of the Standard Specifications for Public Works Construction, or as specified by the pipe manufacturer. 2. The natural soils should be suitable for use as trench backfill material. Backfill and densification operations should be performed in accordance with Sections 306-1.3.1, 2, 3, and 4 of the Standard Specifications for Public Works Construction. Jetting of the backfill is not recommended for obtaining desired compaction. Based upon the soil conditions encountered within our exploratory borings, it appears that mechanical means of compaction may be necessary for densification of backfill. 3. The trench excavation operation and necessary shoring should be designed and constructed in accordance with the State of California, California Administrative Code, Title 8, Industrial Relations, Chapter 4, Division of Industrial Safety, Subchapter 4, Construction Safety Orders, Article 6. In accordance with. the California Administrative Code, trench excavations to have sloping sidewalls rather than shoring should have sidewall inclinations no steeper then 3/4 horizontal to 1 vertical. Page No. 5 Job No. 90989-3 Flatter slopes will be required if running or sloughing soils are encountered during construction or if required by CALOSHA. 4. The soils encountered during this investigation are generally granular and are considered to be non -critically expansive. 5. The weight of the proposed sewer, secondary storm drain and the. existing fill over them will not result in any significant increase from the existing overburden. Therefore, settlement is considered to be minimal, i.e., less than 1/2 inch for the native soils. 6. A friction coefficient of 0.40 is recommended for the on -site soils. Passive pressure may be considered to be developed at a rate of 350 pounds per square foot of depth. An active lateral earth pressure can be considered to be developed at a rate of 35 pounds •per square foot of depth for unrestrained conditions. For restrained conditions, an at -rest pressure of 45 pounds per square foot per foot of depth can be considered to be developed. 7. Based upon our preliminary sampling and testing, and upon Traffic indices supplied by City of Fontana, it appears that the structural sections tabulated below should provide satisfactory pavement for the subject project: Street T.I. Recommended Section Catawba Avenue 5.5 0.33' AC/Compacted Native Subgrade Jacaranda Avenue or Los Cedros Avenue 0.25' AC/0.33 AB Torrey Avenue • Page No. 6 Job No. 90989-3 The above structural section is predicated upon proper compaction of the utility trench backfills and the subgrade soils, with the upper 12 inches of subgrade soils and all aggregate base material brought to a relative compaction of at least 95 percent in accordance with ASTM D 1557-70 prior to paving. The aggregate base should meet Caltrans requirements for Class 2 base. It should be noted that the above recommendations were based upon the results of preliminary sampling and testing, and should be verified by additional sampling and testing during construction when the actual soils are exposed. We appreciate this opportunity to be of service and trust this report provides the information desired at this time. Should questions. arise, please do not hesitate to contact this office. GRG/DMM: ins Respectfully submitted, C.H.J. GEOT CHNICAL�,, INC. Gar Staff Engineer Donald M. Matthews, R.C.E. 45956 Project Engineer Robert J.'Johnson, G.E. President Enclosures: Index Map "A-1" Plat "A-2" Boring Logs "B-1" - "B-10" Test Data Summary "C-1" - "C-5" • ( •D Page No. 7 Job No. 90989-3 LIMITATIONS C.H.J. Geotechnical, Incorporated, has performed our services within the limits prescribed by our client, with the usual thoroughness and competence of the engineering profession. C.H.J. Geotechnical, Incorporated, makes no other warranty or representation, either expressed'or implied. If this report or portions thereof are provided to contractors or included in specifications, it should be understood by all parties that they are provided for information only, and should be used as such. The report and its contents resulting from this investigation are not intended or represented to be suitable for reuse on extensions or modifications of the project, or for use on any other projects. Job No. 90989-3 CO • • \ \�.` 2s- -• Well /"�•• 1 •• ` • it ti . p O /4 • • . 1 I. l5// I A• - n• _= >..... • „ Y�81s� . .:� •— — — — — — •— • ,p O)EANDER AVE l.� 'PRESS AV Well. 532 I• n. • • ••,6. 1. ..:3E: [ `4 ---$ GILFILLAN to it 11 II lu I•' AIRP15. T t • JUNIPER .� 1 •Water • • .. •i • 36 = n II - — � 1 n� • n ,.." , • BM� "well 1• • • .. : .. -. � .. .. •i. is • •i ',0?= I ROAD " I u u •1 n 1 „ u} n ii Y II n n II " Trailer Pa 1395 ! 1 p m` u p I, " W o — . /c09. i iL . -. ••••• •• I<I ;Well 1 I • a i j. r. �.— "� . f .. • 3 •• 1, I • • �. > k .. a••�">:t� ,•'•4iI51364��! • • • •3. Cypress••,1. • Park 41� r• •• ••'r,•i:• i.= : •} _ .r • ': •� ..:• T,.7r-f 1~;; Y •i• f000 0 1i000 r000 Graphic Scale Index Map PROPOSED SEWER AND OF DRAIN ALIGNMENTS SOUTH OF HIGHLAND AVENUE WEST OF CITRUS AVENUE FONTANA, CALIFORNIA PREPARED FOR J.F. DAVIDSON & ASSOCIATES BASE MAP USGS DEVORE & FONTANA QUAD ga•1•ms/ 4000 Par North 1 2 13 4 5 6 7 8 9 10 11 12 i HIGHLAND AVENUE 0,13 14 15 16 17 18 19 20 21 22 23 2026 27 28 29 30 31 32 148 147 146 145 141 140 139 138 137 136 135 134 133 132 131 130 129 128 127 126 125 Q 124 E. 121 152 51154 8-1 371 372 373 155' 156 1571158 159 TORREY 370 369 368 374 387 375 366 378 385 1.11 377 364 W 378 363 379 382 380 361 381 382 383 360 359 358 384 357 385 356 386 355 387 354 388 353 389 352 390 351 391 350 B-9 392 349 393 348 394 347 160: I! 61 62 163 164 165 B -2 166 167 16811691170 AVENUE 71j1 72 ss ■ t 323 324 325 322 321 320 326 327 328 319 318 317 329 330 331 318 315 314 W E Zj W Q w:. 5 275 274 276 273 277 272 278 271 279 280 281 282 270 269 268 Z 267 263 266 8-7 332 313 333 312 334 311 335 310 284 285 265 264 286 263 287 262 336 309 288 261 337 308 338 307 339 306 < 340 305 ZZ �:•: 341304 289 260 290 291 259 258 :;«<:: 342 303 Q 343 302 -' 292 257 293256 Q B-6 294 255 295 254 344 301 296 253 345 300 297 252 346 299 104 03 102 101 100 83 LOS 82 81 8 80 79 85 86 87 88 89 90 91 78 77 298 251 76 11 73174 175 176 227 226 228 225 229 224 230 223 231 222 232 • 233 234 235 221 W 220 ,Z 219 Q 218 236 217 237 216 238, 215 239 214 B-5 240 213 241 212 242 211 243 244 245 246 247 248 210 209 208 207 206 205 CHERIMOYA 249, 250 204 203 CEDROS 75 74 73 I72 71 70 69 68 . O u co t.—Exploratory Boring Locations —R-Value Sample Locations —Street Improvements Including Sidewalk, Curb & Gutter mi— Catch Basin -Future 8' V.C.P. Sewer Line . — — — Future 21' Sewer Interceptor Line a I — i — I ■-Secondary Storm Drain 67 66 65 B-3 177 178 179 180 181 33 34 35 36 37 38 , 182 39 . 183 40 184 41 185 42 186 187 43 44 188 45 189 46 190 47 191 48 192 49 193 50 194 51 195 52 196 53 197 54 198 S5 199 56 200 201 202 57 58 59 AVENUE 64 63 2 61 60 PLAT FOR: J.F. Davidson & Assoc. DATE 'December 1990 SOUTH OF HIGHLAND AVENUE WEST OF CITRUS AVENUE FONTANA, CALIFORNIA ENCLOSURE °A-2" JOB NUMBER 90989-3 • IN GEOTECHNICAL INCORPORRPOP ATED For: J.F. Davidson & Associates Date Explored: 12-5-90 Equipment: CIE 55 Drill Rig Job Number: 90989-3. Boring Number: 1 Enclosure: 'B-1' SPT : Dry : Field : Rel.: Sasplel F Blows :Density: Moist.: Comp.: Type : e Per : (pcf) :Content: (X) I I e Foot : (X) I Visual Classification 1.31 l Bulk: 431 1181 0.9: : Ring: 66:No Rec.: ' : Ringl , I , , , , . , , : I 1.5: : Bulk: , I : I l l I 2.81 Bulk: , , , , 40/4':No Rec.: : l Ring! 10 I I , , , I l 1 : : 11 : l I : 12 , , , , , 1 13 : l l : : : l 14 , , , , , , , I , 40/4': 112: 2.01 : Ringl 15 I I , , , ' 16 , . , : l l : l l : 17 18 , , 1 : : ' 19 : l .: l : 40/3':No Rec.: : Ring: 20 , I , I , I : 21 22 ISM] Gravelly Silty Sand, fine with medium to coarse; gravel to 3', brown (SPI Gravelly Sand, fine to medium with coarse and silt; gravel to 2', brown ASPHALT TO 0.2' NO BEDROCK NO REFUSAL NO GROUNDWATER BORING CAVED TO 7.0' NO FILL END OF BORING For: J.F Davidson & Associates Date Explored: 12-5-90 Equipment: CNe 55 Drill Rig Job Number: 90989-3 Boring Number: 2 Enclosure: 'B-2' SPT : Dry : Field : Rel.: Sample: F Blows :Density: Moist.: Comp.: Type I e Per : (pcf) :Content: (X) : e Foot 1 : (Xl : t Visual Classification : 2.01 : Bulk: 1 1 1 1 1 1 I ; I 66:No Rec.: 2.0: : Rinq: I I I I I I I I 1 I I I I I 0.8: : Bulk: 4 I I 40/3':No Rec.: : : 1 I I Ring.: I I I 1 I I 1 1 4015.5':No Rec.: : Ring: I I 1 I I I - I I I j I 1 1 : : I : . 10 11 12 13 14 15 1 1 I I I I I I- : I I 16 : : : : 40/6':No Rec.: : Ring: 17 : : : : : : : : 18 1 I ; I 1 1 I I 1 1 1 I I 1 I . 19 20 21 22 ISM Silty Sand, fine with medium to coarse, gravel and cobbles to 4', gray -brown + 'I 4 I. r r rl ‘11,+ ka 4 ✓ rr 11 rr a * ,,a4 r IPt .& rr .� ! +y�4 ✓ per. .* +#a4 r �+t + * + a4 511. * +ye4 • +ye4 r +. 41 * +#e4 r rm. . 4 4e4 r r t 411 ip ✓ r t 411 * +}a4 * +,,A4 ▪ r t 41 4 + a4 ✓ rt*.Y ▪ rt 4Y * }'i4 r r 4Y rt .* * +ya4 ▪ rt 4Y ya4 * + ,`111 4 rt .+ ri . * +,.a 4 -p.m. . * + a4 r di.. * +4"4 r t 41 111. rIP 4111 4 rr�4r * +ya4 r rs - * d. 4 * w s t IGM] Silty Sandy Gravel, fine to medium with coarse; gravel and cobbles, gray -brown (GP] Sandy Gravel, fine to medium with coarse and silt; gravel and cobbles to 6', gray -brown END OF BORING NO BEDROCK NO REFUSAL NO GROUNDWATER BORING CAVED TO 1.5' NO FILL For: J.F. Davidson Zt Associates Date Explored: 12-5-90 Equipment: CME 55 Drill Rig Job Number: 90989-3 Boring Number: 3 Enclosure: 'B-3' SPT 1 Dry I Field 0 Rel. 1 Sample! F Blows :Density! Moist.1 Comp. 1 Type I e Per 1 (pcf) IContentI (X) 1 e Foot 1 I (X) t Visual Classification 2.81 I Bulk! 14! 1081 3.91 0 Rinql 1 i I 1 I 1 1 I 1 I I 2 I I I I I 3 I I I I I I I I I I I I I I I I I I I 4 I I I I I I I I I I I I 1 1 1 40/4.5'INo Rec.1 3.4! Rinql 5 I I I I I 6 1 I I I I 40/4.5'INo Rec.1 I I i I .7 8 9 Ring: 10 1 I I I I I I I 1 I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 11 12 13 14 15 15 17 18 19 20 21 22 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • HMI Silty Sand, fine with medium to coarse and gravel to 3", light brown (611 Sandy Gravel, fine to medium with coarse and silt; gravel and cobbles to 6', gray -brown END OF BORING NO BEDROCK REFUSAL AT 12.5' ON GRAVEL AND COBBLES NO GROUNDWATER BORING CAVED TO 3.0' NO FILL For: J.F. Davidson & Associates Date Explored: 12-5-90 Equipment: CME 55 Drill Rig Job Number: 90989-3 Boring Number: 4 Enclosure: 'B-4' SPT Dry : Field : Rel. I Sample: F Blows :Density: Moist.: Comp.: Type : e Per I (pcf) :Content: (X) : e Foot I : (X) I Visual Classification 4.5: : Bulk: : : : : : : 2.5: : Bulk: : : : 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 : : 5.1: : Bulk: 6 1 1 1 I 1 1 1 1 1 63/11': 112: 5.3: : Rinq: 7 : I : 1 : : : 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 3.4: : Bulk: 10 1 1 1 1 1 1 1 1 1 1 40/5':No Rec.: 2.01 : Rinq: 12 I 1 1 1 1 1 1 1 I I : : 1 13 14 15 16 17 18 19 20 21 22 ISM] Silty Sand, fine with medium to coarse, gravel and cobbles to 4', brown IGP1 Sandy Gravel, fine to medium with coarse and silt; gravel and cobbles to 6', gray -brown (SMI Silty Sand, fine with medium to coarse, gravel and cobbles to 6', light brown IGP] Sandy Gravel, fine to medium with coarse and silt; gravel and cobbles to 6', gray -brown END OF BORING ASPHALT TO 0.3' NO BEDROCK REFUSAL AT 15.0' ON GRAVEL AND COBBLES NO GROUNDWATER BORING CAVED TO 8.0' NO FILL For: J.F. Davidson & Associates Date Explored: 12-5-90 Equipment: CIE 55 Drill Rig Job Number: 90989-3 Boring Number: 5 Enclosure: '8-5.' SPT : Dry : Field : Rel.: Sample: F Blows :Density: Moist.: Comp.: Type : e Per : (pcf) :Content: (X) e Foot : : (X) : t Visual Classification : 3.2: 1 Bulk: 301 : 2.0: I Ring: 1 1 1 1 I I 1 1 1 1 I 1 2 1 1 I 1 I 1 I I 1 1 I 1 57/11.5:No Rec.: I I 1 1 : :. 1.1: : 3 4 : Rinq: 5 , 1 1 1 1 1 1 1 40/6':No Rec.: I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 : : I I 1 I I 1 6 7 8 9 10 11 12 13 1 I 1 14 I I 1 I I I I I I 1 I I 38/6'I 1291 1.71 : Rini 15 1 I I I I I : ' 16 17 I 1 18 : : :. 1 I : : : 19 : : •: : : 40/5.5'1No Rec.: : : Ring: 20 : : : : : : : : : : 21 1 I I I I I 1 I I I ' 22 1 1 a •ya4 r r . a •.a4 rt . a. . * i1'ia4 "!• . * •ya4 rt . * •#a4 w a. . •* 4 r a• . * • 4 rt . • •i 4 ! a. . * 1 a4 ▪ AIM . +a4 ▪ !a• . * •4Ma4 ▪ 110 . * !.}a4 WI* . * •4.a4 ✓ rw . • Mi4 ▪ ! a• . a •ya4 ✓ P 1 . * IF eV 4 ✓ 1. 1* .i ia4 1 r p . * •}a4 ra. . •4a4 t . ia4 r ! a. * •.b.a4 r !a• . * •4 . 4 a •*a4 r r. . ! A. a • j 4 ▪ r a. •4a4 rla. . * •da4 do! ya4 rr . a •ya4 r ! a• ▪ • }a 4 ! a. . * •}a4 * • a4 ! a.� . * •.6a4 r ra . * •4.a4 ✓ p a. .* * ,.,a4 ✓ r a• f ISM] Silty Sand, fine with medium to coarse, gravel and cobbles to 4', dark brown (GM Sandy Gravel, fine to medium with coarse, gravel and cobbles to 6', gray -brown END OF BORING ASPHALT TO 0.1', NO BEDROCK, NO REFUSAL NO GROUNDWATER, BORING CAVED TO 2.0', NO FILL For: J.F. Davidson & Associates Date Explored: 12-5-90 Equipment: CIE 55 Drill Rig Job Number: 90989-3 Boring Number: 6 Enclosure: 'B-6' SPT I Dry [Field I Rel. I Sample) Blows IDensityl Moist.: Comp. 1 Type Per I (pcf) :Content: (X) Foot 1 1 (X) I i 2.81 1 1 Bulk: 1 1 1 1 1 1 38/61:No Rec.: 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 e e 4 5 6 1 1 1 1 1 1 671No Rec.: I Ring: 7 i 1 i i 1 i i 40/5'INo Rec.1 0 Ring: i i 1 i 1 1 1 1 1 1 1 1 I 1 1 i I 1 1 1 1 1 1 1 40/1'1No Rec.: 8 9 10 11 12 13 14 15 16 Ring: 17 1 18 19 20 21 22 Visual Classification ISM Silty Sand, fine with medium to coarse, gravel and cobbles to 4', dark brown . ▪ + ,.,.x 4 +,,./I4 rdF .1 . +*JI4 r RIP .1 4 +ry4 "' r t .11 • +4...11 4 • rIF .1 ow rar .1 ▪ r ▪ ar.dl 1/ +� 4 rt .1 * m. 4...10 ▪ r . .r ▪ r.. ▪ + 4 �.� a qpi oh 4 r M. .dy ro . � 4 •' !� AV.'.i op +# 4 4. 4 . r dr .0 Ip 4A4 ▪ r + .i + '11 4 • r M. .11 1! +}a4 . rt 41 or oh 41.J11 4 rt .1 . + .1 4 w r t} . ph ! r .al • +y_4 ▪ r '. .1 11111 .4 " r rH .dll *y••4 .... .� -▪ .•.. .1 i//I4 1• r M. .di �1 }a4 it rd .* * +, 4 rdh i * +}s4 If y=4 ▪ r .it .li ▪ r • t .1 * # * ▪ + ,ram 4 di. .1 ■ +,a (DPI Sandy Gravel, fine to medium with coarse and silt; gravel and cobbles to 6', gray -brown END OF BORING ASPHALT TO 0.15', NO BEDROCK, NO REFUSAL NO GROUNDWATER, BORING CAVED TO 2.0', NO FILL For: J.F. Davidson & Associates Date Explored: 12-5-90 Equipment: CME 55 Drill Rig Job Number: 90989-3 Boring Number: 7 Enclosure: '8-7' SPT : Dry : Field : Rel.: Sample: F. Blows :Density: Moist.: Coop.: Type : e Per : (pcf) :Content: (X) : e Foot : : (Xi : t 1.81 I Bulk: 26:No Rec.: : : Ring! 1 I I I I I I I I I I I I 1 : 2 I I : 1 I : I I 3 I I I I , 1 I : 2.3: ' Bulk: 4 : : : I 45:No Rec.: : ' Ring: 5 I 1 I I I I I I 1 1 I I 6 : : I I I 1 I I I I : I I : I 7 I I I 1 40/4':No Rec.: : I 8 9 Ring: 10 11 1 1 I I I I 1 1 1 1 I I I I 1 1 1 1 1 1 1 1 : 1 I I I I I I I I I I I I I I I I .1 I : : I I I I I I I I I I I I I I 1 12 13 14 15 16 17 18 19 20 21 22 • Visual Classification ISM] Silty Sand, fine with medium to coarse, gravel and cobbles to 4', dark brown (GP] Sandy Gravel, fine to medium with coarse and silt; gravel and cobbles to 4', gray -brown END OF BORING ASPHALT AT 0.3' NO BEDROCK NO REFUSAL NO GROUNDWATER BORING CAVED TO 4.0' NO FILL For: J.F. Davidson & Associates Date Explored: 12-5-90 Equipment: CME 55 Drill Rig Job Number: 90989-3 Boring Number: 8 Enclosure: 'B-8' SPT : Dry 1 Field I Rel. 1 Sample! F Blows !Density! Moist.! Comp. I Type I e Per I (pcf) !Content: (%) 0 e Foot 1 1 (%) 1 f Visual Classification 2.51 Bulk: 1 1 1 40/2'1Ho Rec.! I I I 1 1.21 9 10 11 Ring! 12 13 1 I 1 1 1 40/6':No Rec.! I I I 1 I 1 I Ring! 14 15 16 17 18 19 20 21 22 (SM] Silty Sand, fine with medium to coarse, gray -brown 1� +*a4 - !a • +}.a4 ▪ rr . ,M + a 4 ! r• .* I oi. 4.• 4 � !t . !t +*a4 • !t . * + ,bv 4 �. +. . . • +4,-•4 pl +4 !t . 4 + 4 ▪ 110 111. . . +a4 I N. +. . IM .,..4 t . ▪ 4.r. . 1� aa4 ! t . 1! 41.A4 ▪ ! .r . If +y,a4 • +}i4 . ▪ 4a4 .•!t . * 31. i ▪ +}.a4 . ▪ +yj.4 � !t . * +4a4 �!t . Ir +4..M4 ▪ ! M. . * + � 4 � !r . I! .4 • !t . • + a,� Alt;. 1� + ya 4 !i . I� +#a4 . ! t Silty Sand, fine to medium to coarse, gravel and cobbles to 4', gray -brown (BPI Sandy Gravel, fine to medium with coarse; gravel and cobbles to 5', gray -brown END OF BORING ASPHALT TO 0.3' NO BEDROCK, NO REFUSAL, NO GROUNDWATER BORING CAVED TO 5.0', NO FILL For: J.F. Davidson & Associates Date Explored: 12-5-90 Equipment: CME 55 Drill Rig Job Number: 90989-3 Boring Number: 9 Enclosure: 9-9" SPT I Dry I Field I Rel. I Sample: F Blows :Density: Moist.: Comp. I Type : e Per : (pcf) Content: (%) : : e Foot : : (%) I t : I 2.8: I Bulk: 40/3'INo Rec.1 2.1: Ring: 1 I I I 1 I I I I 1 I I I 1 I I : 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 40/2':No Rec.I I I Ring: I I : I : : I 2.0: I Bulkl I 1 I I 1 I I I 1 jI j I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I : 2 3 4 5 6 9 1 1 1 1 1 1 40/5.5'1 125: 2.8: Ring: 10 1 I I 1 I I : 1 1 1 1 1 I : 40/5'1 1191 I I 3.5: 12 13 14 Ringl 15 1 1 1 1 I I 40/5':No Rec.: I I 15 17 18 I 1 19 Ring: 20 1 1 21 22 -+•:ad:4:4;144] P P.p i .i i .1111 • •*a� P4.11 i .4 P i .4 • +;••, Pi .4 • • *a Pi .4 ■ Pi .i 44.4 P i .iE • i .: 4 P ti .i P i .i i .i P A. .i P all. .+ r Pi .4 / P i .i P i . 4 • •*a•1 • Pi .+ • +' }a 4 Pi .r Pi .i • 4.31 ••1 • • as • P i 4 • • a.l Pi*.+ • • 4.11, Pi .4 .i P i ; • • a4 Pik .4 • a *a • • 4J1 ! i O Visual Classification ISM Silty Sand, fine to medium with coarse, gravel and cobbles to 4', gray -brown (GPI Sandy Gravel, fine to medium with coarse and silt; gravel and cobbles to 4', gray Sandy Gravel, fine to medium with coarse and silt; gravel and cobbles to 5', gray -brown END OF BORING ASPHALT TO 0.3', NO BEDROCK, NO REFUSAL NO GROUNDWATER, BORING CAVED TO 2.5', NO FILL For: J.F. Davidson & Associates Date Explored: 12-5-90 Equipment: CME 55 Drill Rig Job Number: 90989-3 Boring Number: 10 Enclosure: '8-10' SAT : Dry : Field : Rel.: Sample! F Blows :Density: Moist.: Comp.: Type : e Per : (pcf) :Content: (%) : e Foot ! : (X) ! t , : 2.8: : Bulk: 1 ' 1 1 : ! : : : : : 25:No Rec.: 3.3: : Ring 1 1 , 1 1 j 1 1 1 : : 1 1 , 1 1 1 1 1 1 , , , 1 : : : : : : 2.01 : Bulk: 1 ; ; 1 : : , 1 1 1 64/11'1 124: 3.3: Ring: : : : 1 , , 1 1 1 : 40/5.5'1 1301 3.2: : Ring! , 1 1 ! ! 1 1 � 1 : : 1 1 , 1 , , ! : : ! 40/5': 1281 1.71 Ring: 1 1 1 1 40/41:No Rec.1 : : Ring: Visual Classification BM] Silty Sand, fine to medium with coarse, gravel and cobbles to 4', dark brown 5 * ,.A, 11. .r * .wa4 ter+ .11 6 * tea 1 ter. .i * 4:111 A ▪ r. .i 1 * + ,Ia +l •• r . .r * + a.1 ▪ rnk.11 8 * 4:111 4 . r. .i * f *a +1 11.1 9 *..a, r . .e * f}a"1 ▪ ' . .i 0 M + a,, r.*.r * +43'4 r . .4 * r a4 11 �.+ ▪ r▪ .�.r * + a,, 1 ▪ r. * * t*a+1 r . .i 13 * *4a,, ■ r. * *a4 - 10, .i 14 . r.�a * i a,, 1 r. .+ * +,,�a4 16r. .a * i a,, rr�.+ * ya q - r. .i 1 * f a4 rr .+ * +ya .1 . .* 18 ▪ ron. .11 . .i I* • a+l 1 . r.a"a * + }a 4 ▪ . .4 20 ,1, r a ,, • r .�' .r * r 1a +1 r. ; 21* + a+l ▪ .}.11 * d' }a ,, . .i 22 IP i a ,4 r. i (6P] Sandy Gravel, fine to medium with coarse and silt; gravel and cobbles to 4', light brown Sandy Gravel, fine to medium with coarse and silt; gravel and cobbles to 6', gray -brown Log Continued on Next Page For: J.F. Davidson & Associates Date Explored: 12-5-90 Equipment: CME 55 Drill Rig Job Number: 90989-3 Boring Number: 10 Enclosure: 'B-10' SPT : Dry : Field : Rel.: Sample: F Blows :Density: Moist.: Comp.: Type : e Per : (pcf) :Content: (Xl : : e Foot : : (X) : : t 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 Visual Classification Sandy Gravel, fine to medium with coarse and silt; gravel cobbles to 6', gray -brown END OF BORING ASPHALT TO 0.3' NO BEDROCK NO REFUSAL, NO GROUNDWATER BORING CAVED TO 3.0' NO FILL GM. k4_ • Enclosure "C-1" Job No. 90989-3 TEST DATA SUMMARY OPTIMUM MOISTURE - MAXIMUM DENSITY RELATION: ASTM D 1557-70, Method C; 4-Inch Diameter Mold; 1/30 Cubic Foot Volume; 5 Layers; 25 Blows per Layer; 10-Pound Rammer; 18-Inch Fall; minus 3/4" Material. Soil Optimum Moisture Maximum Dry Density (Percent) (PCF) Type Classification A Silty Sand, fine with medium to coarse and gravel to 3 light brown (SM) 8.0 128.0 DIRECT SHEAR TEST: Remolded to 90% Relative Compaction: (Saturated) Apparent Boring/ Depth of Angle of Internal Cohesion Soil Type Sample (Ft.) Friction (o) (PSF) 3/A 1.0 32 25 Combined Boring No. Depth (Ft.) Sand Equivalent 1 9.0 - 21.5, 40 4 6.0 - 10.0 20 5 1.5 - 20.0 52 9 6.0 - 20.0 42 yellem Ag Jeui j Iuaoia. 100 90 80 70 60 50 40 30 20 10 0 1000 Sieve Sizes - U.S.A. Standard Series 3" 1 " 314" 3 8" 4 10 20 40 60 100 200 100 Cobbles & Boulders Symbol ■ 1 1 1 1 1 Gravel r� 1 1 1 I, 1 f 1 I. 1 1 I I 1 1 r 1 I. 10 1.0 0.1 GRAIN SIZE IN MILLIMETERS Sand Boring Coarse Depth 0 0 4 8 10 2.0 6.0 5.0 Fine Coarse I Medium Fine Classification 0.01 Slit or Clay 0.001 [GP -GM] GW GP Sandy Gravel Fine To Medium with Coarse and Silt Sandy Gravel Fine To Coarse with Silt Sandy Gravel Fine To Medium with Coarse and Silt Gradation Curves n� GEOTECHNICAL • �� • INCORPORATED • ( SAMPLE: LOCATION: SIEVE SIZE: (Percent Passing) TEST DATA SUMMARY R-1 Enclosure "C-3" Job No. 90989-3 R-2 R-3 R-4 SEE PLAT. 4" 100 100 2-1/2" 96 90 100 2" 94 84 100 96 1-1/2" 93 83. 81 96 1" 89 78 66 96 3/4" 87 74 62 93 1/2" 80 71 52 89 3/8" 73 69 50 86 No. 4 60 65 43 80 No. 10 47 62 36 75 No. 16 40 59 32 70 No. 40 26 41 22 51 No. 50 • 22 32 17 42 No. 100 12 15 14 24 No. 200 6 6 5 12 SAND EQUIVALENT: 75 70 63 63 Enclosure "C-4" Job No. 90989-3 TEST DATA SUMMARY SAMPLE: R-5 R-6 R-7 R-8 LOCATION: SEE PLAT SIEVE SIZE: (Percent Passing) 4" 100 100 2-1/2" 95 96 100 100 2" 95 93 95 93 1-1/2" 94 89 90 91 1" 93 82 86 86 3/4" 91 76 82 81 1/2" 87 70 75 75 3/8" 84 66 70 71 No. 4 77 59 60 62 No. 10 72 50 49 54 No. 16 67 46 42 47 No. 40 51 32 27 30 No. 50 44 27 21 23 No. 100 27 16 15 15 No. 200 13 8 ' 7 7 SAND EQUIVALENT: R-VALUE: 59 58 56 53 64 If so • Enclosure "C-5" 90989-3 TEAT NO R-8 TEST SPECIMEN IDATE TESTED COMPACTOR AIR PRESS -PSI OIST, CO. RTE A 1 350 B 2 350 3 350 0 SEC. FIG JOB NO. H SP. GR. INITIAL MOISTURE-% 2.6 2.6 2.6 AS REVD CRUSHED L.L. I P.L. FINK P.I. COARSE SPEC. SOAK WATER-ML 30' 30 30 % CRUSHED SPEC. WATER ADDED-ML (TOTAL/ 50 55 60 SPEC. P.I. X % 200 WATER ADDED-% 7.1 7.5 8.0 MOISTURE AT COMPACTION-% 9.7 10.1 10.6 WET WEIGHT OF BRIQUETTE-0MS. 1160 1160 1160 AS REVD 53 SPEC. SPEC. CRUSHED SPEC. COMBINED HEIGHT OF BRIQUETTE -INCHES 254 255 255 DENSITY -LB. PER CU. FT. 126.2 125.2 124.7 SPEC. 100 REV. SPEC. SOO REV. STABILOMETER PH AT 1000 LBS. 17 17 18 2000 LBS. 27 32 34 SPEC. FINE SPEC. COARSE DISPLACEMENT 500 505 515 SUBBASE R-VA LUE 71 66 64 SASE EXUDATION PRESSURE-P.S.I. 494 383 288 URFACE STAB. THICK -FEET GRAVEL EQUIVALENT FACTOR IEXPANSION PRESSURE EXPAN PRESS THICK -FEET 0 0 0 TRAFFIC INDEX SY EXUD PRESS 64 SY EXPAN PRESS cc AT EQUIL 64 SPEC. COVER FOR ABOVE CONDAFIEETI 20 18 1.6 1 4 111 I.2 X O t.0 -61 • 0.8 ea to" 1O 111 0 6 04 O 0. 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