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25895 PE-1414E RIVERWALK May 21, 1996 INLAND PACIFIC ENGINEERING, INC. W.O. No. #96083 Spokane County Engineers West 1026 Broadway Spokane, Washington 99260 ATTN: Mr. Ed Parry, P.E. RE: Results of Soil Ciassification Testing Riverwalk 6th Addition Liberty Lake, Washington Mr. Parry: Please find enclosed the results of soiis classification testing by our subcontractor, . Gifford Consu(tants, Inc, on a soil sample obtained from the above referenced residential development. ' The soil samp(e was obtained from Grady Lane, Indiana Avenue Sta. 22 + 10, 55 ft right of centerline, 1.5 feet below existing adjacent grades by members of our staff. We certify herein that the sample tested was obtained from the location stated above, and that based on the data enclosed, the USCS soil classification of GW/GM is correct for the samp(e tested. ~ . ; Please do not hesitate to call if you have any questions regarding this letter or other ; aspects of the project. - Respectfully, ~ ~ PE _s c~0 tNLAND PACIFIC EN INEE N • 1 ij~$j~l~~ Jerr~. Pet son, P.E. NAL~ Pro~ect Engineer ~ EXPIRES 11127117 ~ JEP/ell Enc. - . t a9960891sodtest wpf . 707 West 7th • Suite 200 2020 takewood Dnve • Suite 205 C....1-..... %nre oo~n.t ('~vtsr t1'AIPnC ID 83814 7 ' INLAND PACIFIC ENGINEERING CC)MPANY 7(]7 W. 7ch A►+enue. Suite 200 Spvkane, WA 99204 {509}458-684{} Fac: (509)458-6944 TQ: 5pokaae County Engineerg I3ATE: 9130I96 I.P.E. PROTECT 95083-1 AT'TENTION: E1 I'axry PItOJECT NAME: Ri°er$ralkk 6*h DeSCr1p~ion EJ Xerox Prints ~ Cagy o£ Letter EDOrigimal Urawing ~ Cantract Documents ~ 0 Wvrk Authorization RepQrt ~ lJo. C'opies 1Je.scriptivn 1 DaiZy Inspecticm Reparts 01 dated 914/96 Plll-'poSe fjbKl Infarmativn ~ Reuiew 8c Cvmments ~ Per Your Request = Written AppraVal ~ Signateire & Return 0 ~emark5 Signed: Y Milce Hme CC. ' V . / V%rMsHrr rMs . ~ ` 7 ~ INLAND PACIFIC ENGINEERING COMPANY 707 W. 7th Avenue, Suite 200 Spokane, WA 99204 (509)458-6840 Fax: (509)458-6844 TO: Spakane 0@unty Engineera • ' 1026 West Broadway Avenue Dp'I'E; October 11, 1996 Spokane, WA 99260 I.P.E. PROJECT 96083-1 ATTENTION: Ed Parry PROJECT NAME: Riverwalk 6th Description 0 Xerox Prints ~ Copy of Letter 0 0 Original Drawing 0 Contract Documents 0 ~ Work Authorization CE Report ~ No. Copies Description 1 Daily Inspection Reports U2 and 413 dated 9-26-96,'& 9-27-96. PUIpOSe ~ Information 0 Review & Comments 0 Per Your Request 0 Written Approval 0 Signature & Return 0 Remarks ~ v . Signed: CC: (Mik~~Hume, Tomlinson North D \TRNSMT.PMS ~ 7 " ~ INLAND PACIFIC ENGINEERING COMPANY 707 W. 7th Avenue, Suite 200 Spokane, WA 99204 (509)458-6840 Fax: (509)458-6844 TO: SPOBANE CoIINTY BNGINEERS - ' 1026 W. Broadvay Avenue DATE: November 8, 1996 ' Spokkaa, WA 99260 ' I.P.E. PROJECT Itiverwalk 6tL . ATTENTION: Ed Parry PROJECT NAME: 96083-1 DeSCrlpt1011 .F-1 Xerox Prints 0 Copy of Letter 0 0 Original Drawing 0 Contract Documents 0 0 Work Authorization C29 Report 0 ' No. Copies Description 1 Daily Inspection Report #4 dated 10-29-96 PUI'pOSe [M Information ~ Review & Comments ~ Per Your Request = Written Approval 0 Signature & Return ~ Remarks Signed: ' L Asil~e Hume CC: D 1TRNSMT PMS ` • ' . DATE: - ~ Tv; - ~ M caMPa~r: iNLANa paCIFic ENGiNEERiNG cv. 707 West 7th Arre., Suite 200 SpokBne, VllA 98204 ~ F►Ax NUMBER: Telephone - (509) 458-6840 4.~& FAc - (509) 458-6844 i FROM: ~ ~~~~~U io IVLJMBER 6F PAGES. JQB NUMBEfd IAfCL. GC711ER PAGE ~ N{3TES: FAX 7RANSNdISSIaN ~ ~ DarE - - - mo~fnf6y- , ~ zO: ■ coMPANv: INLANa PJ4CIFIC ENGINEERING COF . 707 west ath Ave., suEte 200 Spokane, WA 99204 ~ FAX NUM ER: Telephvne - (509) 458-6840 -gqzol ~ FAX - (509) 458-6844 ~ FRQ - ~ohn McketV~~ q055 ~1 ib NUMBER aF PAGE$: ' JQB tiUM6ER 1HCL COVER PAGE ~ ~ NQTES: , FAX TRANSM9551OIV S 7 INLAND PACIFIC ENGINEERING, INC. MEMORANDUM November 25, 1996 To: Jim Johnson From: John McKervey Subject: Riverwalk 6th Addition cc: Mike Hume Todd Whipple During the pouring of concrete curb and gutter at Riverwalk 6th Addition on Monday, November 11, 1996, we observed a section of curb that was not installed in accordance with the plan set. Please see the attached sheets for the location of the curb at the intersection of Grady and Indiana. The curb transition does not conform to the detail shown on the plan set (copy attached), which creates two birdbaths, neither of which is in the correct location. This area of curb needs to be removed and replaced. Please see the attached sheets for details. Please contact me with yaur schedule for this work and/or with any questions. 1.1DOCUMIINfS 96083•IUQkINSON WPF 707 West 7th • Swte 200 2020 Lakewood Drive • Swte 205 Spokane, WA 99204 Cceur d'Alene, ID 83814 • 509-458-6840 • FAX. 509-458-6844 208-765•7784 • FAX• 208-769-7277 - I rur eouHOear w I z GRAPHtC sc~ . p . ~ 1 00 g ; so zs u I-------~ s: P;~ ~ •~--T r-__-}. , N I i~ ' O I \-aur I«,awrn O i~ U~:aL.~c ~ c n, ~r ~ Y, PoVERYMALK SpfTH ADDfl10N 8 o I t tnd, - SO R p 'ut""t°u"° W, 1 ~ 3 4 b 8 7 C, 5 i ' r~.n.d s,a,w awn,E_ 1 ~ ~ ~ ~ ~ c • l~ ~ I N Y - A e -._a.,~~--__. _ ~-m~, ~ ~ ~=f,~; T ~~e~.~ ~ ~ ';i;%i';~f~:r% _ i! _ to KW~c Zt- I y - 3+ Nav.rocc n +~e • - - - - - - - - = - ~ : : :•d , . , i *•07.M INDlANA AVENUE ~ " ; ~y,~%~~~~~•, :;%';;;:%ij:% ~ ~ ~oo ~ . ~fj ~~i;i%•~ j!!; I "44w=- i~j' 1~f ! /'r/ri~; _4 C I 2 3 I ~ 0 7 f i~~-~ I RlNERVYALX SDfTH ADOfI10N S ~ 1 2 O2 4 ~ 7 /V( SIXTH AMMON ~ 1 i ~ •I R . i I • O ~ ,i UC 12nd :.C:.fil0tt~j (2) UD:?;.;,T. D • ~ ~ vuT eoa+awr~ ~ L'L:P.:."EC I i dl NY R ro n+e eorcriuAwc oEScaeEU • ,EEr u ov 13 w n+e Favt-RwNx R EXTENSION PlAHS APPROVm BY JiNE COUIf11' ANY 18, 199A . . ~ ~ . . ~ ~ ~ - ~ a ~r~~x ~ ~ (Arrn~ o _ ,t Z ntorrcr.r Po R e, w#a vt- c.f' t u r+2 .m.,.. . ~ - - • , - - - ~ ~ i P i F )E DRAI NAG E ~c ~ ►eC~r~~. ~~r,.,43.' Pa ' EASEMENT . 2 3 ~ ~ ~ • f " c~cxE. ADD O\ `j ~aC`tr'~ , . ~ LaCcr,tiCiN . . ~ ~ I I f~ 6 l~r YVM fr~~•~ ~ ~ . 5 i ' f d / • ~ • - ~ ' / ~ . _ INLAND PACIFIC ENGINEERING COMPANY 707 W. ?th Avenue, Suite 200 Spokane, WA 99204 (509)358-6840 Fax: (509)158-6844 TO: Spokane County Engineers ' 1026 West Broadway Avenue DATE: November 27. 1996 Spokane, WA 99260 I.P.E. PROJECT 96083-1 ATTENTION: Ed Parry PROJECT NAME: Riverwalk 6th Description F-1 Xerox Prints ED Copy of Letter 0 0 Original Drawing 0 Contract Documents 0 0 Work Authorization [E Report 0 No. Copies Description 1 Daily Inspection Reporta 4i6 through #9 covering the period 11-07-96 throusth 11-15-96. PurpOSe ED Information 0 Review & Comments 0 Per Your Request 0 Written Approval ~ Signature & Return 0 Remarks n . ) Signed: CC: ~ike I~me, Tomlinson North D.\TRN5.4fT PMS - - - • • - - - i to , INLAND PACIFIC ENGINEERr'NG, INC. MEIyIOR4NDU1VT January 23, 1997 Ta: Jim Jvhnson FTam: John McKervey Subject: Riverwalk dth Addition ec: Mike Hume Todd Whrpple Jim - We need ta resalve the issue of the curbing that was instalieci at Riverwalk 6th Additian on Monday; Novemher 11, 1996. A section af the curb was nat installed in accoraance wi,th the plan set. Plea.se see the anached memo and enclosures, sent to ygu on Navember 2 5, 199$, for details. Y47llY Co7~.leI'a#IDn -(}Il $h15 i5S11e WouId t!e gI'eatlj' appreciated. Please cgntact me tv discuss this issue or with any questions you may have. ~ pa9~g~ ~ pa~ ' Elo r'° ~fl G~~peP~ # ] OMlfNWNTS 96083-i11pHNSpN2WPF 707 West 7th • Suite 200 2020 Lakewaod Qnve • Suite 205 5pokane, WA 93204 Coeur d'Alene, ID 83814 509-458-6840 • FA,7S 509-458-5844 209-765-7784 • FA;{ 208-769-7277 ~ ~ ~i ~ INLAND PACI'F1C ENGINEERING, II'4]C. 11MMOFtANDUM 1Vavember 25, 1996 TQ: Jim Johnsan From: Jvhri McKerwey Subject: ' Rivenvalk 6th Addition cc: Mike HurYae Tvdd Whipple During the pauring of cancrete curb and gutter at Riverwalk 6th Addition on Monday, November 11, 1996, we obsezved a section of curb that was not instta11ed in accordance with the plan set. Please see the attached sheets for the lvcatian of the curb at the xntersection of Grady and Indianna. The curb transition does nvt cvnform ta the detail shown an the plan set (capy attached), which creates two birdbaths, neither of which is in the eorrect 1vcativn. T'his area of curb needs #o be xemoved and replaced. Please see the a#tached sheets fvr details. Please cvntack me with yvur schedule for this work andIor with any questiQns_ _ f 1DC1CVMEt'df5 96063-1l1CIHI'd$ON WPF 707 west 7tn • sui« sao 2020 Lakewood Dnve • suife 205 , a 5pakane, WA 99204 Coeur d'A[ene, Ip 63814 509-458-6890 • FR7t 509-458-6844 308-765-7784 + FAX 208-769-7277 I ~ j I ~ puT eo4wau~r w GRAPHIC 5f'Jf F - , ~j ~ ~ Sd 2S 3~ I ~ i W~~ ~PIAT ~IINWSRY (D 8 10 ~ v`:~"v;i i td P y IMah - SO' ft. ~'b I I ; 6 p ~ 1 ~ RvERwwc sWH AmnMN ' ° i 2 ~ 4 ~ a 7 n.77 MWN. -'$:M: ~f,~f,f •h~~~~~ -31 a,+ ueeseo" m ~ ~ i,+ ,~r ,f • 3 . , ` • ~r, .~..f ~ A~9`!. ~ fl~!~/%~•~ 1 - .W.23- - . - . - ~ ' IN[u4NA► AVQ~IElE ~ _ aa v ~ .y4-Z~~~. ;7- 2 ~ a ~ 2 3 4 ' i ; ` i Rf►~flrFilt 5DrtH ►I~frif~l 5 +E F~RWALlt SDt1'H ADDttoH i 1 1 I ~j~ y • L1412nd ACaf~S(1?~ ~ Ur:Pt s ED wKr ~ J ` U .:p'.r, iE v ~ 4 ~ R TO ,HE aDX"W DES=M HU 1A OF 13 IH THE ftlYfRWkLK R EtClFt190N PUY95 FPPRO4W BY we CO11MY AHX lb. 1oft ~ . . . : _ , _ - - - , _..a~;,..... . . . n - - a. W,. . ' + . 1 ~ ~ ~ - - _ ~ \ LaCarr~rn p~ C~cs r r'[ r,1- t-1'"1~~I/~ J"C~`tlir►1. - ~i - ~ D RA INrqGE tT C u r b le 9` ~ 1 r~ +~EP1etc< r!`A4io&t ' EASEMENT 3 Cf • ~ rN{~o v FE,p ►~D DTO\ ~prK~~~ ~ 6 wm CD ~ I 5' GENERAL NOTES 1. aRa SHUr s+ui sc ca+sWucho 04 AccoauN+ce w1iM A57a C 478 (M91T0 Y 199) ! ASTY C E90 ' , UM,ESS OiNfRwtSE SNOwN ON PlANS OR nOZED , W TiE PR0.lECT SPEdaI PROVR90N5. . 2, TOP SVRfACf TO BE 8R00M 11►tl91Ep• 1 AlL OfSERHAt EDGES NOT LA8ELE0 91ALL BL 1RpwELLEp N1TN 1/4' RADNS EDCER ` s, a►iEtiSrON SHALL BE 9HOwN 0►r lHE PUws - SwA~EACE i CURB DROP- Q DRAINACE ~ $WALE r-• ~ I - CURB ND GUTTER ~ ~ I I I I I ~ 4' ~~~M ~ CEMENT / B SECTION •B-8 . L~ . ` yFt. CURB INLET TYPE 1 . Jk-j SPOKANE COUNTY APPROVESTAUDARO = sHttr , DEPARTMENT OF PUBUC WORKS d B'8 N A . I ~.1 FI 9'dtAML UA M70~ t!6•3l00 ~m CURB INLET TYPE 1 ~ J ~ ~~d im &A~ "W~'-o7777 6 - 3.7 1; n ~ cy ~ , ~ . ~ ~ _ ~ .,r . 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' ''"8`~",...•~r r. - 's .'c~,x as . . . . - u .u ..v. r.i sfCJ J J«J`+ 7 i l7 ! f . 'ioll fr."ttii jVY7~ j1V'iav7/ - Q~~ ~~hT*m /u&{,A•/'~~~ ~ L%-VW lr1'land AS Oaff Co11"+T?pa1'1]I' sMc. 1934 • . 5111 E BROADWAY • P(?. BOX 33E6 • SPOtANE. WflSilMtiTpN 9922o-3$66 • f , April 28, 1997 ~ toland Padft Engineerifrg, 1'nc. ?DT W~ 7th - 5uite 200 SpokaM "Waishingtvn 99204 Dw Jerry, On Thursday. dRril 17th. f received a ca11 trom Penny widr Spokane Caunty artd slte tald nis to light blade, water, rvii, and pave Rirerwaltc, Rp-spemify, . iNf.AIiD ASPHALT CUMPAf,fY t)ai5~w VC-1141 - Walt MclUnney Pa►ing Superintendent 1+Y`McK/19 TOTAL P.01 DATE: v • ~ TO: ~ . INLAND PACIFIC ENGINEERING CO. ~ COMPANY: 707 West 7th Ave., Suite 200 Spokane, WA 99204 ~ FAX NUMBER: 4- P~ g Z4•~ t Telephone - (509) 458-6840 FAX - (509) 458-6844 i FROM: i NUMBER OF PAGES: JOB NUMBER INCL. COVER PAGE ~ ~ NOTES: ~'~~r,~,~,1.lE. % p~ ~~',vc ~ 4~ C r~►s~ ~ 1~.~.~. ~-r.~~~. 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' - • . , r -----7 . ~ INLAND PACIFIC ENGINEERING COMPANY 707 W. 7th Avenue, Suite 200 Spokane, WA 99204 (509)458-6840 Fax: (509)458-6844 TO: Spokams Couaty Bngineers 1026 Weat Broadway Avenue DATE: Mav 2, 1997 SpokaBg, WA 99260 I.P.E. PROJECT 96083-1 ATTENTION: Ed Parry PROJECT NAME: Riverwalk 6th Description EJ Xerox Prints 0 Copy of Letter ~ E::] Original Drawing 0 Contract Documents 0 E] Work Authorization ~ Report 0 No. Copies Description 1 Dai1y Inspection Reports #10 through #12 covering the period 3-12-97 throuRh 3-31-97. PU1pOSe ~ Information 0 Review & Comments 0 Per Your Request 0 Written Approval ~ Signature & Return ~ Remarks Signed: CC: (~e e, Tomlinson-Black NortL D \TRNSFTT.PMS ~~~~~DUM May 2, 1997 To: walt ~cKinney From: Jerry Peterson Subject: kiverwalk 5th Additivn Class `A' Asphalt Paving Cc: Mike Hume Todd WMpple Walt, , Please find attached a copy of our Field Report No. 15, dated 28 Apzil, 1997, which details aur observativns and density test resuits during applicatian of the final lift of pavernent. 14 vut of 18 density tests did nvt achieve the mininnum required 92% of the Riee maxi_mwn density (154.9 pcf) vvhich was determined from a sample of the uux during paving. In addition, we observed a sigmfficant birdbath in the new pavement at tlae intersection of Indiana and ~''rrady. These issues need Lo be resolved prior to certificafion ofthe project tv Spokane Cvunty by TFE. Please inform us in umifing of your schedule aa.ad methads for performing remecliai work ta bring the paving intv canformance with Spokane Cvunty standards. T'hanks for your time and we hope tv hear frvm yvu svvn. 1'~iP,s{GN['~3983-11.iiILANCkW'PF p 1l II 8 l) RNERN;,;X ' ; ~ r . ~ ~ ~ . J •~1 ~ r ~ 1 , 4 ~ ~:A• , S~wi r O b ~ ~ .r ~~o O Yr ;i' • ~ ~ I 4 41 ~ t~•- '.~~.r}.'.~..-... i_"'~ f ~Q f •:/.7':•.- ^~:i:''q'~Y~"u:.lf~~f . . ~ ~ - .i 1 v7 v ~ • ~ ~ p _ - ~ . ~ HODGES LANE ti X • y }qy K X ~ ~ ~ ef 4 7 ~ b a 57c~ 1 P ~ . ~ ~ 71j'0Co J-201 ; . . ~ . . : , . 15093 S34'26S7 COMRA~,`TOR RVASTSiATiON al?l-LA-NA-1304K5 ' FAX (JOI S34•9761 • . r I nland Asphalt Company S1NCE 1934 511111. BaOA0WAY • P.O. BOX 3366 • SPOKANE. WASN(N6TON 99220-3368 r } ~~i - - - - -•l FIMMaFRCIE FA7C NO: 822-9144 ' • • , FAX COVER LETTER L ~ DATE NUMBEFt OF PAGES ~ pHCLUariG covsrt sHMM CQMIPANY "vw-n*7 G ATTN FROM , REFERENCE IF YCU ENCOUNTER PROBLElIAS WITH THE TRANBMISSION OR IF YOU p0 NOT RECE11lE THE ENTIRE DOCUMENT, PLEASE CALL 536-013. REAAARKS: - ~~a7 r,;.':~ 1►.:•lt!`u:l' • , , An EqttaJ Op00rr-iniry empivyer ,.z . • ~..,~YV......~i.,r~ , rooyt ~,~e SP4kgr►e. - PM ` ` g82D'E•EpgadwaY ~ c ai~" s es C C: W ins i2~S" '~ud■ ~~g ~ 4ti7 ~~~E n1ca, & '~a$f~rial eng geot ~~~E ~rA.Y TRAI'►ISM~'TT:AL FORM ~ '►I M~ ATr,MOK FrRM- FRO1Fi"T. p4.~ PHOI+TE NUMHEK FRD-M ~ BLIDINGER & A55OC1.aTE5 (409) 53-5-88411' FA-X (50'?);-3-,.05g4 T4]TAL NlJMBER C3f PAGES, €NCLGDIMG "f'I^1IS CUV~~ CflMMrM5 ~Ca~ 16cc V,(' • ~ ' _ . ~a . = ~ ~ -~~C~~1 ' . _ ,~:~~°.r ~ ~ ^ S PLEASE CALL Z~ ~ ~LLEGIBLE VR IF YVLT HAVE QUEST;~~S TFiA'NK YOU, FC.6ucfiinger PE Stephen 0, Burct:rtt PE ;ta91 635-8641 JnhF! F-. F"sf1n@gan k! - =Ax.5491 a35•9589 Sto1t L. 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S aaph,lft rron Nuctear Gauge j .oq ~ ur.aO rMU ~ PZYWAIM c~t cm ritr€2L= PR 9 ~~s 2= s. caMectad ►r~. aspr~etc ~00 ~ ~ c~at,e s~ r AC~3Ae~t Cip~t~Tt~l~i Cud Tirss B sirioto omw an waftll: Wp6~t~ i1~Atl~lEG ~pCENT RE7~~ .M ~acrv~rr I ! c~ssuYa ~pµE Cq,+tlS i ~ f r R 17A~G~r Ra►~ r/`'~.~ ' ~ ~ ~ ~ i c~ca 1 e~~ j - 1 7 Z::S r • ,~O . I 5i 7 ~a/Iao ~ ~ r3►~- ° z ~ ~ -727• 0 178 tA ! -m &afB o I (4 _ -Z, 144 ~ 1 'a 7 7• ~ 1 44qq ~ ~r~ . f I ~s - ~~r~,►~ ; ` f , 3 d~~ I f t I 0/z 3 $0 ~ .~7.~30 ~ '~-j~~ D. ! ~T r ! I ~'s f I ~'4' 2 I~9 f ` PAN ~ ~ ~Jr~v • U ! ~ ~asa n ea~ro~•,v y=aCw i ~ ~ ~ f TOUI+KK'i~G~PE if~vn ►,+r ~ , e~7v . C~ } ~ wSPGCiQA - CATE ~ ~ ~ mnuem grarn ~ C~lpttt+DD ftr" p@rConi sxG1a P4o 3LlG 9nv to Rowaqe o S I DCt7:4-1 . ~ ~~5i~ ~ WS~~BVYXIH vra.y. a~~yp.«« C•=.,a... cv... r,elpa~n ~ , i ~ F ~ ~ ~ ~n l7CM31 ie1[.;pCl x4' zO FC RYafBSt C 1RL ~Y' e TO7AL P. Q4 , - T~ . ~ INI.AND PACTFIC EN+GINEERING COMPANjY 707 W. 7th Avenue, Suite 240 Spolcane, WA 99204 {509}45$-6840 Fax: (509)458-6844 TO: Spakaue Caunty Eagineers 1026 Wesr Broadway Avenue DATE: Mav 23. 1997 5pofane, WA 94260 I.P.E. PRQJECT 46083-1 ATTENTI0N: Ed Parry PiRC17ECT I'+iAME: Riverdaalk. f th Descriptivn 0 Xerox Prgnts Copy of LetCer ~ 0 C)riginal brawing ~ Cnntract IJacuxnents ~ = Vi+'°axk Autharization ~ Repart ~ No. CDpies Descrapti4n - 1 Daily Inspeetion Reports #13 thraugh #19 covering the perifld 4--2-97 thrauah 5--21-97. Furpnse Infarmatian C~ ReView & Camments ~ Per Your Reguest ~ Written Approval 0 Signatiure & Return Rernarks ~ , as Q Signed: / Mik~ ~itsme, `~Omii.nsvn-~ilac'k Nnrth D ITRNSINT PhiS I - i . . ~ ~ INLAND PACIFIC ENGINEERING COMPANY 707 W. 7[h Avenue, Suite 200 Spokane, WA 99204 (509)458-6840 Fax: (509)458-6844 TO: Spotane County 8ngineers 1026 West Broadway Avenue DATE: June 6, 1997 Spokane, WA 99260 I.P.E. PROJECT 96083-1 ATTENTION: Ed Parry PROJECT NAME: Riverwalk 6th Description 0 Xerox Prints ~ Copy of Letter 0 0 Original Drawing E] Contract Documents ~ 0 Work Authorization x0 Report E:1 No. Copies Description 1 Daily Inspection Reports $20 through #23 covering the period 5-21-97 thonugh 5-28-97. PUIpOSe 0 Information 0 Review & Comments 0 Per Your Request = Written Approval ~ Signature & Return 0 Remarks n ~ . IJ Signed: ~ CC: ~ A1ike~Hume, Tomlinson-Black North D\TRNSMTPMS ~ • . ~ INLA,ND PACIFIC ENGINEER.iNG COMFANY 707 W. 7th Averiue, Suite 200 5poleitne, LVA 99204 (309)158-6840 Faae: (569)458-5844 TO: sPDKANE cpuNT'$ EwINms 1026 V B&OADWAY AVE L3ATE: TUNE 20, 1497 SFaKANE WA 99260 I.P.E. PROJECT 96083-1 ATTENTICDN: ~ PAm PR{J]ECT NAME: 6TH Descriptivn El Xervx PrinEs ~ Copy of Letter EJ Ej [3rigi-na113rawing 0 contract Ilocuments ~ Work Authvrizatian a Report ~ tVo Capies Description ~ nartTY rxS sCTIoH REPauT~ #24 TFIRon0 125. cnVKRi~c THE PERLOD DF 3TINE 6_ 1997 TMOUGH JUU, 9. 3.1997 Purpose EI Inf'ormatian 0Review & CQmments 0 Per Your Request = Written Appraval ~ Signature & Return 0 RPmarkS . ~ signed: -a~.c N~g~g ~ ~ ~.r~soN cc: ' o irxrisHrr Pns - - ti99~ G/FFORD CONSUL TANTS, /NC. project reference no. 2197-33 Geotechnica/ Engineeis 2020 E. Springfield A ve., Spokane, WA 99202 (509) 534-3670 FAX (509) 534-2925 LETTER OF TRANSMITTAL Kwo date: Ju/y 11, 1997 . , ~to: /n/and Pacific Engineering ~ 707 W. 7rh A venue, Suite 200 ~ Spokane, WA 99204 n We are sending the fol%wing items: ✓ attached under separa te co ver . no./copies 1 Compressive Strength Test Report, 619197 Riverwalk 6' Addition , ~ these are transmitted: _as requested _ for your use ✓ for your retention _ for review _with corrections _for action specified p/ease return b y: remarks: b y: v.~..... - ' . . copies to: Central Pre-Mix ~ - ~ 1 INLAND PACIFIC ENGINEERING COMPANY 707 W. 7th Avenue, Suite 200 Spokane, WA 99204 (509)458-6840 Eax: (509)458-6844 TO: Spokane Courity Bngineera ~ 1026 Weat Broadway Avenue • : DATE: AuAust 8. 1997 Spokane, WA 99260 • I.P.E. PROJECT 96083-1 ATTENTION: Ed Parry PROJECT NAME: Riverwalk 6th Description 0 Xerox Prints ~ Copy of Letter ~ ~ Original Drawing ~ Contract Documents ~ ~ ~ Work Authorization 0 Report No. Copies Description 1 Daily Inspection Reports #26 &#27 covering the neriod 7/25/97 throuRh 7/28/97. PUIpOSe ~ Information ~ Review & Comments 0 Per Your Request ~ Written Approval ~ Signature & Return 0 Remarks Signed: Kathryn Everett , CC: Tomlinson-Slack North. Mike Hume , D\TRNSMiPMS September 4, 1997 INLAND PACIFIC ENGINEERING, INC. Spokane County Engineers Office 1026 W. Bro.adway Spokane, Wa. 99260-0170 Attn: Mr. Jim Radke, P.E. RE: Riverwalk 6' Addition Bond Reduction (PE-1414E) Dear Jim, ~ Per our phone conversation yesterday, I am writing this letter to follow up with Mike Hume's request of a bond reduction for the above mentioned plat. The items associated with the construction of this project which have been completed to date are as follows; 1. Earthwork cudfill. 2. Subgrade compaction, testing at approximate 2001ineal feet per driving lane. 3. Bases, 8" compacted depth on Grady, and 8" compacted depth on Indiana were placed and compacted per the approved cross section. 4. Pavement was placed and compacted on Grady and Indiana per the approved cross section. 5. Curbs, approximately 1,4151ineal feet of type "B" curb and gutter was placed on Indiana, and approximately 2001ineal feet of type "R" curb was placed on Grady Lane, with two transitions from rolled to type "B" curb. 6. Sidewalk, approximately 1,445 lineal feet of sidewalk with wheelchair ramps were installed on Indiana and Grady Lane. 7. Storm drainage, 5`208' ponds have been rough graded, and 3 type "B" drywells have been installed. • There are construction related items that need to be completed such as a walk through by II'E, a punchlist of deficient items, final clean up work related to the punchlist, as-built and documentation submittal, and County walk through. We will continue to proceed with these items to obtain final acceptance by Spokane County. If you have any questions or comments concerning this bond reduction request, please feel free to give me a call. If you require any further documentation to proceed with this request, please call. Sincerely, Inland Pacific Engineering, Inc ~.4.~L~a-:,.. Bruce A. Howard cc: Mike Hume - 707 West 7th • Suite 200 2020 Lakewood Drrve • Suite 205 . Spokane, WA 99204 Cceur d'Alene, ID 83814 509-458-6840 • FAX: 509-458-6844 208-765-7784 • FAX• 208-769-7277 . I ; ~ INLAND PACIFIC ENGINEERING 707 West 7th Awenue, Suite 200 Spakane,WA 99204 Telephane: (509} 458-+6840 FAX: (Sa9) 458-G844 FAX TRANSMITTAL DArE: rrv. vF PAcES. ~ ([nclitding eover page) Tv: FAx ~ u 4o - ~ 4514 , C(]MPANY: M1 W PHQNE ~58) _W 891C3 FRQM: 95. 1 y ,U.~~ JOB 1 ~ iu PRQJECT NANlE: iDRIGINNALIN MAiL; Cl YES Rt'ON[1 NCITES: ~l o4 ~ 7itUAA, 4&2~ MMLJ, VVU, ~ 4k Aa... . E 4 . . REV 3197 0 1FaRM5tFA){SHEET WPD WARNINGI!! FIBER flPTIC CABLE APPROXIM►4►~►TELY 34' ~ r EAST OF BARKER ROAD CENTERIJNE. cALL AT&T/GTE FoR LoCATE ~ . zz~ , =ROXIM►a~LY 30' CENl`ERUNE. PONa' sf Z3,p ~ 'C~►~ P~or~D gorraM ~v - 2026.05 1°=20' 13~ POND sDT6'OM AREA = 1100 S.F. . TaP (]F BERM = 2027.69 REQCIERED 208 VQLUME = 528 C.F. ~ PR(3M[]E[3 208 V43L13ME = 550 C.F. 18 - - - - - ~ - sAwcuT LINE BARKER ROAD 6' CUR8 INf.ET TYF'E 1 STA 18+25 RT.. TC=2027.45 S7A. 18+00 RT., TC=2027.49 EXISTIIVG R.O.W. SPDKAHE CpLFMY S"E'ANDAftD TYPE . -aRYWELL WITN ~ IrYPE AL F~E &,SOLIQ ca~ o~ zv~~ ss -\L-Y r 36 LF. OF ,Z C.M.P. S=0.02a0 5' FUfiI~RE ACQl91Sf~11QiV ARE4 _ _ EE{ E IE[~~d21.39 , ~ ffi2022,11 ~ is 7.ia' 1S7.1C1' ~i: •r . rr 4 ' ~x s~r -F~ ~ L7o ~t~'"~'~"""`~"i:L"'• C~ } ~-Y"s•' ~ Md...,, . ' u' ~.~y . '~~'~°'•..."w..•~~ VNVARY {JF L6YLL i , $~..:.~..,:.-~~siiF?~ flAT ~0'~TUM ARFA ---a 6 ,~G~, SF~4KANE COUMY ~fWD,4F~D 3EMENT. CCENCRETE INLET IYPE 2 - IYPE~ )MET,~ FFtAi~[E & GRATE ~ ST,A~, ~f50, 55.5' RT. rRATP- Fry.. = 2026.55 ~ 'A g m POND BOTTaM _..-..--_.~_.a~_. - ~ • ' 17' SIQEWRLK DIMENSION TABLE ' s , • unIIrY EAsEII Pf31NT I LENGTH A- B I 84.43' B-C f 18.33' 23'i4 ! . L WiTH TYPE '3„ p~p I1f]. 0'. 23'R TYPE "B" DRl'WEL~L WITH TYPE I BC]~1NDA~tY DF 6 GF2ATE 'PER ~IETAL FRAME ANL3 SOLID Lf6 'FLAT BD`~° ~A ' STANC7ARD E`F I 7.50' PER SPOKAIVE CQUNTY STANDARE3 ~ -15 F-G I11.68' PLAN B--7 AN[] B-15, RT. G,H 3.42` 3'R STA. 11+00s 23.50' LT.. T 2 .42 92 HJ1 1 1. 6' 3R LID EL.-202$.39 I s < 15 .94' 20R 38 L.F. {3F 12" C.P.E., ,_,.._._r..v. _!C--L 15.94 20 R 5=0.0187, IE(N)=2023.72 ~ - _._._r rE(s)ezo24.43 ~ CCINCRE7E INLET TYPE "1" 4• ~ 4 D WI7Fi TYPE "2" METAL FRAME ~ . i a: Pf]ND BOTTaM LOCATIa6V TABLE AND GRATE PER 5PQICANE 4! \-CURB (F~~IDGES LAtVE STATIQI~ 8c OFFSE T) GOUN1`1' ST~AN4~,qRD B~-B ANI] INLET TYI POIiVT ~ S7ATIOIV ~ OFFSET , gRA7~ EST. LA=2Cl2 743 ~T ~ S7A. 1{}+80 Ll" . A 71+45.71 31 T5Q' LT. 1~,C.=2C128.33 B 'f0+fi1.28'._. ~31.5C1' 8 ---C 10+44.83 38.43' Lf ~ 0 10±38.29 1 0+38.5f..~_ B5.l~.T., F I 1 Q+31_[73 1 65.33~ L_T, G 1 34+30.75 I 53.6$' QT. ~ H I 10+32.44 I 5eM' f T ~c ~ I I 10+34.13 N 48.13' LTL ,fK ]~I J I 1 Q+ 3 4. 1 C 3 R 4 6. 9 6' L 7. 10' Ui1LI7Y . ~ K I 1 D+39, 79 I 32.52' LT. ° EASEMENT , J L I 10+54,09 I 76.5a' L7. f : m 1 91 + 4`.7. `..79 L__26. 54}' ~T.. ExIST1MG 6' SIbEWALK - - - ~z EXIS~~NG CuR~ ~NLEY rYe9-'02" i 25+2,&tl. 25 r.c.-fo-29.27 - - - ~ INLAND PACIFIC ENGINEERING, INC. February 18, 1998 IPE WO 996083-1 M'r. Mike Hume Tvmlinsan BPack Narth N. $205 Division Spvkane, Washingtvn 9924$ Re: Riverwalk G6` Additian Street and I3rainage Functilist Dear Mike: This letter transmits a list of street and stortn drainage r.,onsttuction itsms far the above referenced residential devetopment that were abserved during afield inspection perfvrmed on January 16, 1998. The items listed belovv eFther have not been cvrnpleted, or are currently in non- canformance with the appraVeci project's plans and specifications and applicable Spakane Gounty Standaa-ds far Raad and Sewer Canstructian. This letter is 6ased on items observed during a site visit an January lb, 1998 and is limited to areas of the impravements vvhase adequacy could be visually determined at the time af vur visit. The absence vf cvnstrFaction items fram ttiis list in nv way implies that any unTisted item(s) have been appraved or are acceptable under current CQUnty Standards. - Curbs and Sidewalks Backfili all curb and sidewalk. Backfill imust be level with the tap of curb or sidewalk. - Regair crackedlchigped Type 2 in,let panel for Ponds D. - Repair or replace broken and cnipped curb, typical thrQUghout dI' Addition. - Remove and replace chipped sidewalk near Sta. 22+20 (left) and 25+64 (right) on Indiana Awe. - Repair or repiaGe numeraus curb panels are chipped andlar cracked throughout the site. - Epoxy sea.1 or grout broken curb and gutter line, station 21+15 peft Iudiana Avenue. Ponds - Graut inlet and outlet pipe, riser rings, lids, and adjust to grade drywell and inlet in pand C. - AIr drywell apenings need ta be pratected with filter fabric until they are fnish graded and sadded. - Raise Type 3 metal frarne and grate in Pond E ta G inches ahcave the f nished pand battam. - TnstaU beaver slide per standard detail B-8 in pond E. - F9nds F and Cr require fine grading, grate adjezstments, and dryland seed mix. 7D7 West 7th • 5uite 200 2020 Lakewoad Dride • 5u+te 205 5pokane, WA 99204 Caeur d'Rlene, IQ 83814 509-458-6840 • FAX 509-458-6844 208-765-7784 ► FAx. 208-769-7277 tr ~ • - . Riverwalk 6' page 2 General - Install street and stop signs per construction note 11, Grady and Indiana, and Hodges and Indiana. - Temporary cul-de-sac at the east end of Indiana needs to be constructed per the approved plan set. (2" compacted depth ACP class B on 6" compacted depth CSTC per WSDOT/APWA specifications.) If you have any questions or concerns regarding any of these issues, please give me a call. Sincerely, Inland Pacific Engineering, Inc. . Bruce A. Howard Principal - ~ - . ~ INLAND PACIFIC ENGINEERING, INC. 707 W. 7th Ave., Suite 200, Spokane, WA 99204 (509) 458-6840 Fax: (509) 458-6844 TO: Spokane Couaty Engineers 1026 West Broadway Avenue DA'I'E; Avril 2. 1998 Spokane, WA 99260 I.P.E. PROJECT 96083-1 .o " ATTENTION: .Tim Radke PROJECT NAME: Riverwalk 6th Description . 0 Xerox Prints ~ Copy of Letter 0 ' 0 Original Drawing ~ Contract Documents ~ 0 Work Authorization ~ Report No. Copies Description 1 Daily Inspection Reporta #28 through #31 covering , the period 3-17-98 through 3-25-98. . PllIpOSe ~ Information ~ Review & Comments 0 Per Your Request ~ Written Approval ~ Signature & Retum 0 Remarks Signed: Judi Leo CC: Mike Hune, Tomlinson-Black North D.ATRNSMT PMS r ~ .:INLAND PACIFIC E11TGIl'11TEERING r--. 707 West 7th Avep.ue, Suite 200 Spokane, WA 99204 Telephone: (509) 458-6840 FAX: (509) 458-6844 FAX TRAIYSMITTAL llATE; M-&9 ~C] 199 NU. DF PAGES: ~ (including caver page) TO: )L:>'LCy- FAX#: di`exsCCo F 1 L-= i ~ COMPANY: M aa]kLTj" O-P-E`S-r- PHUNE FRvM: n t-E-~.i JvB co va3 - 1 PxvJECT NAtvrE: '~►u~~~.r~ ~r" R~ Q a Rr~ o~.l ORTGINAL IlY MAIL: ❑ Y'E5 Mr-1Va NOTES: • -`1+e L 'Pv rA c- VA L..+,ST Fb?- EKrev4r r~.F Cvm~~~ r-roJ 1~] A-% MA:y - -Ch-c- i Uleo'e- `Ti rvtc- . LF Yno 4&vr Ak-m►e r~- . icr"}I 5f97 0 1Ft>RMSIFA?CSHEET WPd} ~ t February 1$, 199$ IPE Wa ##96083-1 11+"] P, Y 19 ~ 199 et) , Mr, Mike Hume Tamlinson Black ilVarth N. 8205 Division Spakarae, Washingtan 99208 Re: Riverwalk 61 Addition Street and Drainage Punchlist Dear NIike: T'his let#er transmits alist vf sta'eet and stornn drainage c[anstriaction items for the abave referenced residential development that vvere observed during a f eld inspection perfarmed on January 16, 1998. The itenas listed belvvv either have noi been caanpleted, or are currently in nnn-canfarmance with the approVed praject's plans and specIlficatians and applxcable Spakane Cvunty Standards for Road and Sewer Construetivn. This letter is based on iterns ohserved dtxring a site visit on 7anuaxy 15, 199$ and is limited to areas of the improvernents whose adequacy could be visuaily deterrnined at the time af aur Visit. The absence of canstruction - itetns from this list in nu way impiies that any unlzsted item{s} have heen apprvved ar are acceptable under current Caunty Star►dards. Curbs and Sidewalks Backfill all curb and sidewalk. BaekftlI must he leuel with the top of curb or sidewalk. 3~~►.:~ U-%►-~G-e~ ~c€~~~ .,fEa 14oOsE-~, ka-~ - Repair crackedJcYupped 1r'ype 2 inlet panel fnr Pands D. K.i.a,-- ~o F.iE . - Repair ar replace braken and chipped curb, typical throughaut 51 Addition. - Remave and replace chipped sidewalk near Sta. 22+20 (left) and 25+60 (right) an Indiana Aae. E7 4 C~ rQ a~ 073,SC--~Ve: - Repair or replace numerous curb panels are chipped andlor cracked throughout the site. Kicrr- ~o ki c . - Epoxy seal or grvut broken cu.rb and gutter line, station 21+151eft Zndiana A,venue. Nor Ponds X - Graut inlet and outlet pipe, riser rings, lids, and adjust to grade drywell and inlet in pond C. _?C - All drywelt apenings need to be protected with f lter fabric until they are finash graded and scrdded. K1D-r tsox4e. r L Riverwalk G' page 2 ~ - Raise Type 3 rrietal frame and grate in Pond E to 6 inches abvve the ~'inished pand bottorn. NQT Install beaver slide per staridard detaii B-8 in pvnd E. Pands F and C's reguire f ne grading, grate adjustrnents, and dryland seed mix. Ka-r General ~ - Install street and stap signs per constrraction note 11, Grady and Zndiana, and Hedges and Indiana. Temporary cu1-de-sac at the east end of Yndiana zaeeds tQ be cvnstructed pex the approved pkan set. (2" cornpacted depth ACP class S an 6" corripacted depth CSTC per WSDC)TIAPWA specifications.) C ST-C_ Carvi raAe_rr-~ Ni o r- lr~ ":V-V c . If you have any guestions or cvncsrns regarding any of these issues, please give me acall. Sincerely, Inland Pacific Engineerzang, Inc. Bruce A. Howard -rtt c- 1t ` rj 1TE-M% e_e '['te-7 Principal C] AG% M-r. CE_C~'T 1S 1VLL..E Fbe.. . b Ers !►.f Y F--rE-t7 C7f= '1'f4 l5 ~ 1NLANC3 PACIEIC ENGINEERING, iNC. May 28, 1998 - W.O. #95083-1 Kevin Miller Fire Distrrict # 1 E. 10319 Sprague Ave. Spokane, WA. 99206 RE. Tempnrary cul-de-sac at Riverwalk 6" Addition Dear Kevin, On our plans far Riverwalk G' we designed a temporary cul-de-sac at the east end of India.na Ave., please sce the at#ached site plar►. T'his temporary cul-de-sac was designed with 2 inctces of asphait over 6 rnches of cr-uushed surfacing tap Eourse (CSTC). At this time the CSTC has beera installed and compacted, however, the asphali paving has not been installed. This temporary eul-de-sac was designed to prvvide a temporary turn aroiund for fire trtick access until such atime as R,iverwalk g' Additivn is canstructed. When kivenvalk S`h is cQnstnaeted the temporary cul-de-sac will be remaved. if fhis is acceptabZe to yvu, we vvQUld like to leave the cut-de-sac as as ta avaid the expense afpaving. As cvnstructed, th.e existing GSTC surface will pxavide a solid surface for fire truck access until sezch a time a.s Riverwalk 8~' is constructed and it is nv langer needed. Your prompt written response fa this request will be greatly appreciated. SincereIy, Todd R. W'iipple, F.E. President TRWljerin encl. 707 West 7th • 5uite 206 2020 Lakewood Drive • Surte 205 5palcane, WA 99204 Coeur d'Alene, ID 838] 4 504-458-5840 • FAR 504-458-6844 208-765-7784 • FA7{ 208-769-7277 s r• . ~ ;•r;-.•- - •y~Lx... : y„~„ »,~y„ y.. _ ~ _ W . ~r. Y, - ~{:~,~~~yuu~+z~ €~~s:t~:sx..~~'.~y;?S, , • . - . ,~.,',,~tti •:r 1 R _VER' 1 f _ SEC. I 1 9 W I S _ I i` ~ ~ "Ai,l a--rrn I - ►J i v ~ ~.r--% r I L_tJ _w ~ 0 ~ -~~NO ~ C11L DE SAG f~ ~ uMIz ~ ~ ' -s• sioe~~~ ~a~___--- + g w m 27 ~y FN_ 3- ~ ~LM1~~ ~ ~ .CJfV'1 27+15.37 1 I ~ ~ I - ~ X, POND D PQNb G' 5 6 7 4 RIVERWALK SIXTH AQDITION aEMP, CUL DE :SAC SHALL BE CONSTRlJCTED WITH 2" COMAACTED I]EPTH ACP CL "B° OiV _ - r T _ - _ T. - - - - T- - - - - -L * ti 6" COMPACTEd DEPTN CSTC AER WSpOT/'APWp SPEClnCATIoNS. I~ ~ ~ffl~WET I ~ f 4 1 = EXIST. fi ~ _ CDN5OLIQAZED 4-3 fi55 CAUTIONi DR TO AT&T 1RUNK I,INE RROTECT IN FL,ACE. - CONTAGY 11ERAI ERICICS❑N. CQMMUtiICATIQNS ~ TECHNICIA,N, AT ATdcT BEFDRE CONSTRUCTION. PAGER # (503)-626-4975. ~ ~ INLAND PA+CxFIC EIVGINEERING 707 West 7th Avemue, Suite 200 Sppkane, WA 99204 Telephvne: (509) 458-5840 FAX: (509) 458-6844 FAX TRAlYSMITT14.L DATE: NO. (DF PAGES: ~ (Including caverpage) TCl: FAX Cfl1VPANY: PH(3NE#: FROiVl: JOB PRI?.TEC'T NA11M: URTGINAL IAI 14'rA[L: ❑ YES A. NU NOTES: 0011~'!7 "Ov c~ ~'r~~f `~''_r ~ 41 1 ~v.~~ r~'~,•-~. . •`~x ,°~F'.~ . . ~ ~ ~ .:o,. •J~~~~~+~ ~y~ 001, ~ rt.rV 5197 0'iFOF,11+451Fr1X5HE'EI'tiWRI} IZ February 18, 1998 TPE WO #36083-1 ~ ~ ~c~-~s fs~`E,,,•w, [',r~,~~ Mr. Mike Hume TamlinsDn Biack North N. $205 l]ivisivn Spakane, Washxngtan 992(]8 Re: Riverwalk 6~' Addition Street and I)rainage Funchlist Deax Mike: This letter transrnits a list of street and storm drainage canstructian iterns for the above referenced residential develapment that were observed during a field inspectiara perfarmed on .Tanuary 16, 1938. T'he items lbsted below either haVe not heen ccrmpleted, ar are currently in nnn- conformance with the approved praject's plans and specifications and appticable Spokane Cerunty Standards far Raad and Sewer +Cvnstruckion. This 1et#er is based an items observed during a site visit an Tanuary 16, 1998 and is limited to areas of the improvetnents vvhose adequacy cvuld be visually deterinined at the #ame of our visit. The absence af ccanstructivn items from this list in nv way implies that any unlisted item(s) have been appraved or are acceptabPe under current Caunty Standards. Curbs and Sidewalks ar - BaAkfi11 a11 c b ar~c~ si ewalk. Baekfill r~ust ~~e level wi the tnp of curb ar sidewalk. 4) 0 ne 60 I't Cr a /R y~ c{~p 4:4_ - Re air cra~kedlct~.ipped Type 2 inlet panel far Ponds T]. a rc,'`G & e-- - epa ~r eplace brvken and chipped curh, typiGal throughout C' Addition. -k e- - R~a~ar~ re ace n2unexvus curb p~els are chigped andlar cracked throughout the site. ! - Epox seal or ga~out brokea~ curb and gutter line, station 21+15 le~t Tndiana Avenue. / ~ rondg - Grout inLet and outlet pipe,wimer. , and inlet in pond c. 1►, le 3 5 #'/,g 4 w/po A,p d a A,►vti ~as 4 A c C~ rCi b8 "ep C' fti _ 30dde . Riverwalk 6' page 2 - Install beaver slide per standard detail B-8 in pond E. i(iDTC~p~t.2, Pond F and G require fine grading, grate adjustments, and dryland seed mix. dot.e /Jo-,,Y bo7Y,rrt aJ.s'1oulcP 6.e ~ n e ^a d i• ~ r~~y/~w~sCecX c - Q General N~ - Install street and stop signs per construction note 11, Grady and Indiana, and Hodges and Indiana. /()o f ~~1-1c:' - Temporary cul-de-sac at the east end of Indiana needs to be constructed per the approved plan set. (2" compacted depth ACP class B on 6" compacted depth CSTC per WSDOT/APWA specifications.) C~ ~(2 ro k,t,t/ .;ac.;1u..~' CL /V'O '~OcUed If you have any questions or concerns regarding any of these issues, please give me a call. Sincerely, Inland Pacific Engineering, Inc. Bruce A. Howard Principal ' INLANI) PACYFIC ENGYNEERING 747 West 7th Avenue, Suite 200 _ spokane, WA 99204 Telephane: (509) 458-6$40 FAX: (509) 458-6844 FAX TRAIITSMITTAL DATE: NO. OF FAGES: (including eaver puge) TO: FAX CC1MPAI►TY: ~ • PHiDNE#; H RUM: J[3E PRU3ECT NAME: ~ 1►V ORIGINAL 1N NNIAATL: ❑ YES XNO NDTES: t . s FA a R.EV 5197 D.IFORM51FAX5i-iEET WPI7 ~ PHOn~~ CALL . , , • , - u~••~~ ~ ~ ,~x,. e _ : , . . . _ ~ p: ~ l1 n ~ IV1p ■ ~ ~ ; ~ YN~is~~"'' , . ' . : . " yx:tid~! _ : • ' ~ - . F~~ !ME ' r IVI ~ . a Q~ ~'ELEPW4~~JED ETURNED P H 0 NE ClenZ. Ye c;L, . YOUR +CALL AREA CODE NUMBER EXTENSIQN PLEASE CALL ~ FAX# . fl WfLL CALL ■p~~~...r#.. 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CH~i3~~„r~'x 3, ~ r~~"i/j~ 7~:~~~?°d..,,~ ~ g~"`~.;.,~i~39 ~~'HrM:~i: ,~'..^~''~n~n;• ~ { ~~n TS -}~~"~~~~?'~..R~i.,~~.t8'.Ir72~ '-~k',~-~~'H~y~~~ 1C_rGn N"'e°n•~" ~,`a.~y'~~b ~'Y'~' Y YC1I~ ~ • y~ ~°ar ~ ~'~a~ ~~vF_.~y$v~;~ t~ '-"'s~ ~suec,-£ ~ ~~.~;+E,. ~..~.y~r~~,a~•r~y; s~ ~M,;~ ~~i'~~`y.~isii - b..d sr.N ~ ~ ~ s^"~a~ ,,z s~~"'~ : ~r .h.~i:.a~ ' ~ TO SEE Y[~ U i R.~ ' ~ ; _ 1,:~~ A ~ , :L~' .Yf - x _ ~`e n. ~ .86,.r. - ad. " .&-r.~ ~ v'..~ ir.~ v •~5;., • m ~s ' o.. . s•' a ` ~ is ~ "a~~%'nr ~~="~~-"F;!-'~.~!~`Z~ z p,~•, ~ ~ ~ ~ .2: tia~' .I I 3:5 9 ':,x..,~~ 5 r- ~ a ar.,~ ~r.~v1' Px ' - sn . • , ~ : ~•~;~c a,=~=`~'~s yh ~ g ~ c N ~ ~ _ ~ a ' xs~`';;~ ' . ' ,r~ ^ ~ ~p ~,i~~,' •n:~.~" r . 3~ ,is ~ s~ y'~ ~_;~t^~,",. sl,,, r.s~u,, r, ~r~ ,~,;~q~ , . .~"','i °~u i .w Ik ~i:~ ~ ~'k~'~~ • : ~~'e ~ ~ 2~~~~~'~ { ' ~ gg _ ~ ~r ~ ' ' ,a-d. 6 ' ~ . l~~' x i~~~' Y u,ld~.aa - a. - ..~r~-~~'~F~iY,%' .:e,ea.w. •a.~a;z1 .~'L-~ ~ ~h ; ~ d u...,.,.~ ~i j rva.,, 5 ~ lIi ~ Iu&.' ~i'... t{ f ~ i ; ~ ~ . . • IL ~ ' ~ ~ • ' , t , ~ • r , ' , . ~ ' . I / sPoxANE vALLEY FME nIEPARTnWIqT PM JOB#, E. 10319 SpRAGUE AVF•NUE SPOKANE, WA 99206 (509) 928-17 00 CC: ust inidats ~ (509) 892-4125 FAX ~ V FACMME COViER SHEET ` ~ TO: ~,17 DATE: - (INDIYIDUAL) , ~ pa-- pAX NO: ( ooHPAtd]t ) PROM' NO. OF YAGES ~ 'o (INCLUDINc3 COVER SHEET) CoMMEatTS : - w ~ This message is i.ntended oaly for the use of.the individual or entity to ' which it is addressed and'contains information that is pxivileqed and confidential. Yf the reader oP this message is not the intended recipient or tihe employee or agent respansible for delivezinq the message to the intended recipiqnt you are hereby notified that any dissemi.nation, distributiori or copying of this cotataunication is strictly prohibited. If you have received this communication in error, please notxfy us ilumediate].y by telephorte and xeturn Che original to us at the above address at our cost. ;g REVxSED: 05/01/97 ,h t~ ' + SPOKANE VALLEY FIRE DEPARTMENT ~ ~ Spokane County Flre Dlstrlct l 10319 EAST SPRAGUE AVE. • SPOKANE. WA 99206-3676 •(509) 928-1700 • PAX (509) 892-4125 R. Pvt I1umPfxlss CAie1 June 10, 1998 Todd Whipple IPEC • 707 w. seventh 1200 - Spokane, WA 99204 RE: Temporary cul-oe-sac Riverwaik Sixtb Addition Dear Mr. Whipple: The Spokane Valley Fire Department has no objection to the use cf a temporary cul-de-sac at Riverwalk 6th Addition. This wili expire when Riverwalk 9th Addition begins. Since ely, (7 K v n Miller Fire Inspector KM/md ~ INLANU PACIFIC ENGINEERING, INC. June 11, 1998 W.O. 996083-1 Kevin Miller Fire Disf.rict #Y E. 10319 Sprague Ave. Spokane, WA. 99205 1tE: Temporary cul-de-sae at Riverwalk G' Additi4n T7ear Ke►rin, Per our canversatian today ❑m the piaone, Twould Iike to cIarify aur request af acceptance of the grsvel temparary cul-de-sac at the end vf Indiana Avenue - ~ The cul-de-sac is graveT per the Fire I7istrict standards. The ariginal glan set sh6ws the temporary cul-de-sac to be paved. We would like to rernove the requirement of paving the cul-de-sac as any future development of this property would require a street sectivn of 4" afpaving over 8° vf crushed rock. The paving of rhe cu1-de-sac vvould have to be remnved as aay fufiure development is completed. Rivet`walk 8' Addition does not extend Indiana Avenue as stated 'nn a previvus letter. The S' Additaon heads north on Hadges T.ane tvward the SpoPcane River. (See atfiached map,) If this is acceptable to you, we vavuld Pike to leave the cul-de-sac as is to awoid the expense ofpaving. As constrttcted, the existing C5TC surface wflI prvvide a solid surFace For fire truck ar,cess until anny future dev elopment af this property Your attentian to this matter is greatIy appreciated. Sincerely, Bruce A. Hvward Principa] encl. J.Wocumml\96083• i cutaesaciiA2 707 West 3th • 5uite 200 2020 Lakewood Drive + 5uite 205 Spokane, 1N,q 99204 CpEUr d'IlCene, 1Q 83814 509-458-6840 • FAX. 509-458-6844 208_765-7784 • FAif- 208-764-7277 z ' • ; . C14__ RIVER OUNDARY . . S SEC ~'•e ' . ' a ~ ~ f TT ~ ~ S"RE I9AI~I RLd'1 VYi ~ t.•A' ~ ;'i ' z - 6'] ~ , ' ~ ~ ~ - . ~'l^ JA .~i l`,1 MJ' i~ ~ ' ' - • • J 's • • ' " ' ' , bNVY-FC_ d : ~ ' r . ~ ~ ~r:i ' ~Z~.- . . ~ . ~ ' ~ . • _ ~~s ~ '.:h~ - - ~~5.'u ~ f_'~~ .l'}Ny~'j'~ . . ~ : '~~;y,wF i L • ^ _ ..,P1. . hY=~ ' ~.4.~, 3~ ~ i • '=.'S"~ ' • , . , 7 8 0 ~ L-__-_---_~ a - PoNo F eu~, DE ~c - PaNANc uMrr cryp.} 4 ~ i _ ~I~~K, - Ff I i ~ 125 27 2rsx , ;`r ~ G~ . ' ~;~=~swr~ ~IXfST'f 10" SAN. ~ 12 15.37 - ~ , 6 ~ ~ ~ ' _ ~ ~ . ~ , ~ . - - - - - Ai POND E3 ~'LPQND GI t ` 4 5 3 6 7 ~ - ~ RfIfERWALK SIXTH AQDJTIOI~ f TEMp. cuL o E 5AC SFfALI IBE CDNSTRUCTED ~ Wn Z" COMPACTE'D DEPITH pCP CL A B" QN - - - - - _wr - - - - ~ 6" CQMPACTED DEPTH GSTC PER WSDQT/RPWR SPECIFICATIQNS. ~ vWET s . INLAND PACIFIC ENGINEERING, INC. 707 W. 7th Ave., Suite 200, Spokane, WA 99204 (509) 458-6840 Fax: (509) 458-6844 TO: Spokane County Engineers 1026 West Broadway Avenue DATE: June 12. 1998 Spokane, WA 99260 I.P.E. PROJECT 96083-1 ATTENTION: Jim Radke PROJECT NAME: Riverwalk 6th Description 0 Xerox Prints E::] Copy of Letter EJ ' 0 Original Drawing 0 Contract Documents 0 ED Wo'rk Authorization 0 Report ED No. Copies Description 1 Daily Inspection Report #32 dated 5-29-98. PL1IpOSe 0 Information 0 Review & Comments ~ Per Your Request 0 Written Approval r-1 Signature & Return 0 Remarks ~ Slgned: Judi Leo CC: Mike Hume, Tomlinson-Black North D \TRNSMT PMS 06/15/98 biON 15:55 FAX 509 892 4125 SPOKANE VALLEY FIRE DEPT 0 003 SPOKANE VALLEY FIRE DEPARTMENT ~ Spokdne County Flre District 1 10319 EAST SPRAGUE AVE. • SPOKANE, WA 992p6-3676 •(S09)9Z9-1700 • FAl( (500) 892-4125 R. Pct Munphfta L ' cNef -FU.~ (apS' cc: cai ~ June 15, 1998 ~ 8ruce Haward Inland Pacific Engineerinq, Inc. 707 W. Seveath, Suite 200 Spokane, WA 99204 RE: Riverwalk 6th Addition Temporary Cul-De-sac Dear Mr. Howard: The Spokane Valley Fire Department will accept a non-paved surface for this cul-de-sac, with the understandinq that if/when the area is platted, pavinq for this-cul-de-sac will be required. Sincer , i e r 4InFreepector r KK/md INLANQ PACIFIC ENGINEERING, INC, June 27, 1998 W.O. 96083 - I Spoka.iie Gouniy Engineering - L7evelopment Senrices 1 026 W. Broadway Ave. Spokane, WA 99260=0170 Attn: BiZP Hemmings, P.E. Re: Riverrwa1k 6" (PE-1414-81195) Paving Requirement for Tejmporary `I`urn Around Dear Bill: As yau know we are trying to get both RW 2"d and RW d' ready for acceptance by the County. Along those lines, once RW 2"d has been submitted for acceptanae, we g4an to submit RW C' directly follawing for acceptance. At the gresent time Il'E has dozae numerous walc thraughs and is ready to submit RW 6' at this time. However, we wauld like to request a pZan change to remave the requirement to pave the temparary cul-de-sac with asphalt and allvw it to cemain gravel. To that end I prcrwide the fol.lawing justificalaons: A. Wc haye checked with the 5pokane Caunty Fise District Na 1 and have received perrnission frQtr► them to construct the cul-de-sac with out asphal# pavement. A Ietter to that affect is enclosed, 8. Aray asp}aTt placed at this time, will require camplete removal to extend wa#er and ather utiPities into the Itzla.nd Empire Paper eQmpany progerty and would be lcsst under future development sGunaC145. C. Access from this cuI-de-sac is anIy pravided for maintenance ►rehicle xurn araund ma~euvers {assuming snow plowing}, access to the sewer lift station #'aciZity (pavement daes not extend ta the facility with or withvut the cul-de-sac asphalt ) and the adjacent property for farmung access or othe:r agricult►zrai activities. D. DeZerion of the asphar.t paving does zzoC put the public heaTth, safery or weIfare at risk. Tf you agree vvith the deletion of the asphalt paving z'equest, please notify this affice and we wi11 modify the appravedIaccepted mylars at the Crsunt}+. Sincerely: Tnl Pacific ' eerin odd R. ~ppl , . . Presic3ent. TRWAtw enclosures -Copy of the Ptat, Street and Starm Plan and Lltility Pfan sheets cG. l3ruce Howard, IPE ile 707 Wes3 7ih • 5uite 200 2020 lakewood Qnve ■ 5ude 205 5pokane, WA 49204 Caeur d'Alene, 91J $3814 504-458-4640 • FAX, 509-456-6844 208-765-3784 • FA% 248-769-7237 '06i15/88 MON 15:55 FAX 509 892 4125 SPOKANE VALLEY FIRE DBPT 0003 ~ ' , SPOKANE VALIEY FlRE DEPARTMENT ~ Spokane County flre District l 10319 EAST SPRAGUE AVE. • SPOKANE, WA 99206-3676 •(SM 928-1700 • FAX (500) 842-0125 R. Pct xu++ph+lsa ' CMef ~PMp~~•1~ M. Ust kddft June 15, 1998 S~ Bruce Howard Tnland Paciffc Engineerinq, Inc. 707 w. Seventh, Suite 200 Spokane, WA 99204 RE: Riverwalk 6th Addition . Temporary Cul-De-sac Dear Mr. Howard: The Spokane Valley Fire Department will accept a non-paved surface for this cul-de-sac, with the understanding that if/when the area is platted, pavfng for this cul-de-sac will be required. Sincer , 4IFr i ez ~pector r KM/md ~ ~ 1r l i ir INLAND PACIF'IC EI1TGINEERING 707 West 7th Avenue, Suite 200 Spokane, WA 99204 Telepbone: (509) 45$-5840 FAX: (509) 458-6844 FAX TRANSMITTAL I]ATE: T, N[7. Clk' PAGES: (fncluding cover page) TO: FAJt _ ~ . COrvTANY: PlioNE FRam: JoB PRCaJECT rramE: ~r`,~'►`,~P.-.~ c I~r' ~ ORIGINAL 1N NiAIL: 13 1'ES 9~-NO I►Id)'I`E5: 5;7z~r ~ . ,p / 67 s' ~~c~ r- f~ --.V 5197 O:IFORivt51FA7C51iEET WPD 1 I C~-; 30.00' 46.43' 29.31' 41.93' °45'51'37"E 88'40'10" t C 30.00' 26.87' 14.41' 25.98 54'08'46Y' E 51' 19'04" ` ~ C 30.00' 26.87' 14.41' 25.98 ..34'32'09"W 51'19'04" , ''KI~ L1?~'T; v U) ---~i D~ ~'nOcD; 2 ` \,--PLAT BOUNDARY n + ~ Ur _ ~ ~k:~~ n~rn ; r~ ~ • v~v~, ~.ni iCv (LQ', I kX 647 a % • I( Z O PORARY CURBi t RIVERWALK SIXTH ADDITI0.N-- 4 OND C/ I: & DRAINAGE EASE ~ INDIANA AVENUEa _ . 5 ~ N8 48'04"E ~ ( ( N0131'46°W P~A 6 a.oo, s~ 5 25+77.83 INDIANa N01' 1'4TW + 12' N89'148'04't Ra20' -10' wIDE DRNNAGE Nppr I yW ri UTIUTTY EASEMENT R°25 ^ 10.64 ' J % 1_.. - OF-~--------p~------ , i I r 7 ~ Y 4..,,.. r . , - I ~ , I ~ g, W.M. 8" W.M. i 22 _ 123 ~p(ISTING ~N: - 4- - - - - L _ -T I N D IANA T - - - - -,-AVEN~U E~ T p r ~ -f ,o= - C~0 7)1 3 7 • I ~ ~ + I ~~F-♦ - ` - - - - • I - - -~I ~ - ~ g U~la °z - 6 ~ ~ • INTERSECTION DET6mm~ 3 PLAN & PROFILE 3 2 4 5 6 3 ~ _N RIVERWALK SIXTH ADDITION I ~ ~ ~ V' w►,~--^~ 3 - ~-s` wM-Lzr i aV ~ ~ . . . X X x - ~ . ~ ~ ~ A T.-rr\ APPROXIMATE LOCATION OF EX{ST. .h A.C. IRRIGATION LINE. CALL CONSOLIDATED IRRIGATION DISTRiCT @ 924-3655 . ATfENTION BOB ASHCRAFT . . ~~~~~t• - . ' ' . ~ ~ ' . _ .'.l~ ' ~~Lj.• rf` '•";•J. 1•;~ . . . ' ' _ rt}~.. . ~t•Y~ i~.1. . . • . ~ ` . „ ~_.,...~......~.....i.rnr... 40' 10" ~ , 19'04" I ^ 19'04!' I - , . ~ , A -T--r r- r-. V i V i L.!'~ ( ( 1~ V + ~ ~ ~ ~ ~ ~l ~ 'J~ t~.~ • x~'~.,.., ~ , ~ O I 4 ; ,~.r.r-'1 7 ~ • Z . t PORARY CURB j 8c DRAINAGE EASEN ~ . • . r , I»:) j o N01031'46 W .~a f ~ s ouf ur ' ~ 1.16' . 25+77.83 IND{ANA A 10+00 HODGES l /d v,te -rTy~.s N I . . , - N8900T ihE R=20' ~ {.4~.01$ . N00'1~.=~'l~V R=25' ~ l ~ ' A.64' r • ' 7 ff _ . . . . . . ' 1~► _ . ~ • • r . ,r• s» w.M. ~ ~ - ' IST~G 10" AN. ~ -I ~ . ~ AVENUE ~ _ . ~ . . . . ~ . ~ ~ 7 • • ; ~ . i ~ ~CTlON DETAI L " ~ PR4F{LE l ,007""`& -....x..:s..£ , . . . . . . s~' ~ . , - ~ 22 , 23 . ING ~ ~ SAhl. . - - , . . . r ~+~`•...-~4,~'~~sy ~ . ~ w~~m~ j NsrAJ..~ ST-vf'',~ . ~ 't S T°►~ et7~ NANl E- 5WV M - ~K ;A1, 5' f ro oo, 19c.c.,[C ~ . to r ~x Clq k~`j • ~ e ' ~ ~ , ~ ti • ~1l.Y . }w~• ~ • . : ~ • s +1*~ S % M A -T=r- . •y: ' ~ ~ y y46 •~a} . . r. : ~~.r~``~, ~'~;~r ~~~ti-• v~~:isi~i.~+ . 'I" ' ' ..f+. i~~ti...• . ~ i - : - N8748'04" E ' 443.62' 72.25' 72.25' l2.25' 72.25' 82.04', 17• WIOE vi : • JTIL. AND ml: W ~ )RNNAGE ESNT. co -0b • Z 2 Z Z 7 Z C; 8666 SF ~ 4 v m 3 4 6 g 706 SF ~ 9866 SF .~p 8686 SF ~ n668 SF ,~3 i: N 9803 SF ~,o' WIoE -C% ~ 1 N sral~.. s roPi POND 'er uri~. ES6AT. SIDEWALIC . s r R~'r Nhw+. 0l B.S. SEE DETaL 15'/20- B.S. EShIT S j6~1~ r..... . WK.MNI/.' . ~ - - ± 72.25'- - - - - 72.25' - ^ - - - - 72.25' - - - - -72.25' - ! - 54.12' ~ N89-48'04" E 185.75' • + - 48.04 .E INDIANA AVENUE 748.15. N S TA ~ S m P/ 504.13' • S T1QEfT NAMr 1/4Al ° ~ ~ 55' I 55'~ ~ 54.32' 65.02' ' 65.02' 65.00' • 65.02+ 65.02' 7( . G~. . . . .a. . . . . .-..-...~J. ~ - - - W °i - 1o' wIoE 1s'o• B.S. ' 'r o ~o c~ ' ti POND 'D' pi UTII, k SNT. Z Z 2 EE OE7A1L UTIL. ESMT. L T. ^ J"132~ Z ~ Z W l IO 19414 ~O 1'H10 'a Q ~ !,Dw 2 ~w 3 ~w „~4 „ Pw 5 6 : SF m~ Oo CO ~m 10039 SF N~ 77b2 SF N~ 7762 SF N~ 7760 SF N~ 7762 SF N~ 7762 SF B. Itv ~o~ wioE 10, wii a ~ co Z ESI~T~: L~' ~ b ~ • ~ UTII. EShtT. UTIL. E 25' 25' 87.09' 65.02' 65.02' 65.00' 65.02' 65.02' 70. ~ f so= 00 ~ S89'48'04" W 648.38' L--- p~;i s~oo~ 'ss'w N9549•oa' E ~ Noo~i I "ss•w ~ ~ s.oo~ ~ \\-SOUTH IINE OF GOV'T LOT 6 TEMPORARY SEWER ANO ACCESS ESMT. T.1.ED PER AUD►TOR'S DOC./ 4038779 ~ ' a„^ ,.t" 1 r• ~~ge 1 i3f 2 From: Hemmings, Bill <BHemrnmgs@spokanecounty.org> Tv: 'taddw@ipe-sti.com' <toddw@ipe-sti.r.vm> Cc: Johns, Bill <BJohns@sp❑kanecvunty.org> Date: Tuesday, ,1u1y 14, 1998 11:45 AM 5ubject: RE: Riverwalk 2nd y "€yebrvw" Regarding~ Ftiverwalk Gth I checked with Pfail BaetQ and, hea woutd accept the #um araund with asphalt grindings being placed aver#h& gravelt and comRacted. tg pravide ahard surtaca. Regarding the Riverwatk 2nd question, am trying to meet with Bill Johns. Phil Barta is not suppvrtive frvm a rnaintenance sfand point. > From: toddwOine-sti camlSMTP:taddw(cr~ir)e-sti.camI > Sent: fIA'oraday, July 13, 1998 2:34 PM > Ta: Hemmings, Bill > Subject: Re: Riverwalk 2nd - "Eyebrowl" ~ > Biii, • CaRl with any questEans ar cfarifications. • Thanks for your prampt response. • ToddW a y * > Fram: 'Nemmings, Bill <BHemminasa7sDokanecountv orq> * > To: 'taddw OiDe-sti.cflm' * > Subject: RE: Rivenwalk 2nd - "Eyebrow" 3> Date: Mvnday, July 13, 1998 2: 10 PM a~ > > I talked to Verril Qn this and he wants rne to laok at it and discuss > > witYa hiim. I will laak at st this PM. 3' > Fram: taddw Oit)e-sti.cvmTSMTP:tvddw(Wipe-sti.caml > > > Sent: Monday, July 13, 1998 1 G-25 AM ' > > Ta: Fietnmings, Bill > a > Subject: Riverwalk 2nd - "EysbrovV' » > 6ill, > ' > As afoElaw up tn my submittal a week or sv ago, 1 wanted to > inquire aSto a> > the status of my request ta have the "eyebraw"Icul-ie-sac removal > requirement waived so that we can get RW 2nd submitted €or ' aeceptanr,e. ~ • , Page 2 of 2 . » > > > > Please let me know your schedule in reviewing this information. » > > > > Thanks » > TRW » > > . ►~c~~- l • . • Todd R. Whi ffLe From: Hemrnings, Bill <BHemmings@spokanecounty.org> To: 'taddw@ipe-sti.cam' Subject: RE: Riverwalk 2nd - "Eyebrvw" Date: Thursday, July 16,199812:58 PM Not if this phase need Pha,se 2 f'or public rvad access. > - > Frvm: toddw @ipe-sti.com[SMTP:toddw@ipe-sti.cam] ' Sent: Wednesday, .9u1y 15, 1998 9:21 AM > Ta: Hemrnirtgs, Bill > 5ubject: Re: Riverwalk Znd - "Eyehrouv" ] >,Thank yDU foe yaur prompt responses to these questions, [ will 9nfarm • the , - • sponsor on the cul-de-sac in RWGth and get it dflne as soon as we Gan. ~ , Regarding the eyehraw, is there anyway #o aliow acceptance af RWSth - - - > before >th'e 'eyebrow is remo►►ed, ar dv we fiar►e to wait until the eyehrvw issue >'Ira ' , > RWIid is resolved7 ~ > Again, thanks far the quick respvnse. ~ > Tvcid W. ~ 3 ~ > --Qrigina1 Message----- , Fr9m: Hemmings, Bill <BHemmings @spa'kanecaunty.org> > Tn: 'tvddw n7ipe-sti.com' Ctaddw@ipe;sti.com> > Cc: Johns, BIII CBJOI7nS@5pok8I1BGD1711ty.vrg' > Dat@: TUeSd3]I, .l llly 14,1998 'I :32 PNl > 5ubject: RE: Riverwalk 2nd - "Eyebraw" ',I talked this vver with Phil Barto and Bill Johns. They want the a>eyehraw remaved as per plan. We will investigatQ the band vption > since Page 1 >>you say no one will step up to the plate. » > » > » From: toddw@ipe-sti.com[SMTP:toddw@ipe-sti.com] Sent: Monday, July 13, 1998 2:34 PM > » To: Hemmings, Bill > » Subject: Re: Riverwalk 2nd - "Eyebrow" > » > » Bill, Call with any questions'or clarifications. Thanks for your prompt response. > » ToddW > » > » > » > From: Hemmings, Bill <BHemmings@spokanecounty.org> > » > To: 'toddw@ipe-sti.com' > » > Subject: RE: Riverwalk 2nd - "Eyebrow" Date: Monday, July 13, 1998 2:10 PM I talked to Verril on this and he wants me to look at it and > discuss with him. I will look at it this PM. > » > > > » > > From: toddw@ipe-sti.com[SMTP:toddw@ipe-sti.com] Sent: Monday, July 13, 1998 10:25 AM > » > > To: Hemmings, Bill > » > > Subject: Riverwalk 2nd - "Eyebrow" > > Bill, As a follow up to my submittal a week or so ago, 1 wanted to > » inquire - »»>asto the status of my request to have the "eyebrow"/cul-de-sac > removal requirement waived so that we can get RW 2nd submitted for > » acceptance. > ~ Please let me know your schedule in reviewing this information. > i > » > > Thanks > TRW > > » » > / , Page 2 INLA.ND PACIFIG E1~GINEERI11FG 747West 'Tth Avenue, Suite 200 Spokane, WA 99204 Telephvne: (509) 45$-6840 FA►X; (509) 458-6844 , .FAX TRANSMIT"I'AL DATE: NO. UF FAGES: (including cover page) TO: FAX l 7 7/ CONPANY: PI3C11►TE FRC1M: Jf)B#: ;PR[7.TECT I►IA,TI',[E: f3RTGYNALTN MAIL: L7 YEIS ~ NU I►[DTF-0-• r _ - _ ~ eCJ r' G~.C. ~Z2_14IL"r! / /'s `J'1 tJ' ✓1. G ~ / Ii7 /s~.~%L/J T~'„ 11 ✓ ~ ~1/'tlyi7Cr 7-IL ~ -~1/lpar..f` .,Tr1 T 1..,7 ~.i fw . f 7LL .~4orgnr /Y' r sa c / er~it.> T f7 ~LrC' " lr ~ /rF, ~srii9/7 9i / ~'(~p ~I'~'l9rs ! fJ~~r. ~ ! . / ~ f I ~ ~ F ~ -~ii ~ ~f,G 'r T ~~~~I !J.-~ ~ / r / S P3 ~I ~ 1 A / REV 5197 0 TmRM51FAXSHEE'[`.WPI] 06J15/98 htPN 15:55 FAx 508 892 4125 SPOKAAlE YALi.EY FIRE DEP'I' 0003 SPOKANE 11AtLEY F1RE aEPART~ENT Spokane County Flre f]istrr'ct l 10319F,Ast' SPPAGuF AaE. . sMKANE. vrA99206-367a . {sM928-170o ■ FA?C C5(]9} 9924225 R. aor Humghries ~t ~ Chlel -tw q~~ Cc: List kftb ~ Jutte 15, 1998 $ruce liaward InlaLnd Pacigic Engineer inq. Inc. 707 W. Seventh, Suite 200 5pokatte, WA 99204 RE: Ri,verva3Jc fith Addita pr► _ TempQrary Cul--De-Sac Dear Mr. Howard a Tbp- Spakane VaI1ey Fix°e Depaxtment uill accept a nvn-paved surface fvr tha,s cal-de-sac, with the u.nderstanding that if/when tha area ia plattec3, paving for t2ii5 cul-de-sae t,rill be required. 4Sincer , i or InSpector . , Page I (?f 2 Frvm: Hemmrngs, Bill CBHemmings@spokanecaUnty.arg' Ta: 't[?ddW @Ip2-Stf.Co1Y1` <taddv@6pe-sti.r.vm? Cc: Johns, Bill <BJahns@spakaraecvunty.org> Date: Tuesday, JuIy 14, 1958 11:45 AN] SubjeGt: RE: Riverwalk 2nd - "Eyebrow" Regarding Ftiverwalk 6fh i checced with Phil Barta anoi he woul~ accept the tum around with asphaltarindings.foeing plac:d ovecth& gra►►e~ and ,compacted to provide a hard surface. Regarding the R'iuerwatk 2nd question, I a!!Yl td]fi11g to f]'I@Et WitF1 Bill JQhf1S. Phfl B8rto IS n+C}t Sl.lppo1't!V@ $f[Dm 8 maInteflaliCe Stalld pDEfat. ~ > From: tvddr+v(diae-sti.comfSMTP:toddwO ine-ste.cam1 > SeC1t_ M❑nda]I, July 13, 1998 2.34 PM 3 Tv: Hemmings, Bill > Subject: Re: Riverwalk 2nd - "Eyebrow~" ~ > Biii, * Call with any questivns ❑r cEarificativns. * Thanks for yvur prvmpt respanse. * ToddV11 ~ ~ * > Fram: yemmings, 13ill <BHemminas 0snokanecountv.arq.> * > To: °toddwOioe-sti.cocn' v _ * > Subject: FdE: Rivervvalk 2nd _ "Eyebrov/' * 3 Qate: Nlvnday, July 13, 1998 2: 10 PN! > s I talked to lAerril on this and he wants me to Ipak at it and discuss > > with him. I will Ivrk at it this PM. » > > > Frorn: taddwOiDe-sti.camTSMTP:todcfw a i e-sti.carnl > > > Sent; Manday, Jcaly 13, 998 10:25 AM > > > To: Hemmings, Bill > > > Subject: Riverwalk 2nd - "Eyebrvvr~" > Bi11, > > ' As a fo'ifow up to my submit#al a week ar so agv, I vvanted to > inquire > > > asiv > „ the status vf my request to have the "eyebrov+~'tcul-de-sac removal - reqwiremen# vvaived sa that we can get RW 2nd submitted far > acceptance. ~ r INLAN't7' P1BICIFIC ENCCFNEERING, 1NC. irecl ei k 7`" / ~'7av'C +CleGH (2rrA" u/t l E~. February 18, 1998 09 IPE ~96083-1 ~ ~ ~av~''~~ 7ipG! 11ir. Nfike Hume , TomIinson Black Narth N. 8205 Division Spvkane, Washingtan 99208 Re: RiverwaIk 5' Additivn Street and Drainage F'unchlist Dear ~'ake: This letter transtnits a list af street and storrn draitxage crrnstruction items for the aboVe referenced residentaal deVelapment that were abserved during a feId inspection performed vn January 16, 1998. The irems listed betvw either haVe nat been completed, or are currentTy in non- cnnfvrrnanca witn the appraved project's plans and specificatians and applicabZe Spokane Caunty Standards £ar Raad and Sewer Construction. This letter is based an items observed during a site visit an January 15, 1998 and is hinited to areas of the irnpravements whose adeq-uacy could be visua.dly determined at the time of our `risit. The absence af constrractian iteFns frvm ttus list in no way imphes that any unlisted item(s) have been approved or are acceptahle under current County Standards. Curbs and Sidewalks , . , . Pnnds ~ fidG, . . Pvnds F and G require fine grading, grate adjustments, and dryland seed mix. 701 wesc 7in • swte zoo 2024 lakewoosr priye • suice zas Spokane, V1AA 99204 Caeur d'Alene, 10 83814 549-458-6840 • FAX•569-458•6844 208-765-7784 •FASC 208-769-7277 < ' ) Riverwalk 6~' page 2 General - Install street and stop signs per construction note 11, Grady and Indiana, and Hodges and Indiana. Temporary cul-de-sac at the east end of Indiana needs to be constructed per the approved plan $et. (2" compacted depth ACP class B on 6" compacted depth CSTC per WSDOT/APWA specifications.) If you have any questions or concems regarding any of these issues, please give me a call. Sincerely, Inland Pacific Engineering, Inc. . , . - Bruce A Howard Principal • i INLAND PAClFIC ENG11"`IEERlNG, INC. June 27, 1998 W.O. 96083 - i Spakaae County Eagineering - I?eVeloptnenC Services 1426'47fyr. $roadway A,ve. Spakane, WA 99260-0170 A.trn.: BiH Hemmings, P.E. Re: Riverwa~ (P&1414-81/95) FaWng Requirement for Temparary Turn ,Aronnd Uear Bill: As yau know we are trying to get both RW 2'd and RW 6"` ready for acceptance by the Couaty. Ailvng those ]ines, once RW 21 has been, submiCted for acceptance, we pIan to submit RW G1 directly faalTowing far acceptance. At the present tAme TPE has done numerous vvalc thrQughs and is ready to submit ItV~1161~1 at tWs time. HflweVer, we would like to request a pIaia change to remove the requirem.ent to paVe the temgorary cul-de-sac with asphaIt and aIlow it to remain gzauel. To that emd Y provide the fa4lvwin,g justificatians: A. We have checked vvith the Spakane County Fire l]istrict No. 1 aud have received pemiission from them to constnxct the cut-de-sac with out asphalt pavement. A letter to that affect is enclosed. 13. Any asphaTt pPaced at t}ai.s 1ame, will require complete removaP to extend watar and vtb.er utiIitzes intts the Inland Empire Paper campany property and would be lost under ~'iiture deveIapnaent scenarios. C. Access from this cuZ-de-sac is aaly groaided for maintenanee vefiicle dum around maneuvers (asswming snow p1orving), access to the sewer lift station facility (pavement does ttot extend to the facilitg+ 4vith or 5wi#h4ut the cul-de-sac asphalt ) and the adjacent praperiy fQr £arming access c+r other agricultwral ac#ivities. D. I7eletioa o£the asphaTt paving does nat put fihe public health, safety or welfare at risk. If you agree wzth the deletaon o€the asphalt paving request, pTease notify this offce and we tivill madify the approvedlaccepted myla.rs at the Cauz►!y. SincereTy, Tnl Pacific ' eerin . odd R. Wlupp1 , . . Fresit3enk, TkWitw enclosures - Cvpy af the Pla#, Street and 5torm Plan and Uulity Plan sheecs cc; Bruce Howazd, IF'E file 707 WesY llh * 5uite 200 2020 lakewtsod Drive + 5uite 205 5pokane, WA 99204 Caeur d'Alene. IC] 83$14 509-458-6840 - FA%• S119•458-5844 248-765-7784 + FAX: 208-769-7277 1 I'NLANa P,4Cp~~~ ENGfNEERJNG, IfVC. February 18, 1998 ~L L 1 T'~M S~ R E C 0 M Pi- E IPE WO #960$3ti 1 A 5 o F 51 TE v1.~ ~T- 0 N Ma-. Mike Hume ZS ACAd, 9 T'amfin.son BPack North N. 8205 I3ivision Spakane, Washirtgton 99208 Re: Riverwalk 6°h Additivn Street and Drairiage Punchlist Dear Mike: This Tetter transmits a 1ist of street and storm drainage conskructian iter,ns far rhe above referenced residentW development that were observed during afield inspectiorr perfprmed vn January 16, 1998. The itenas lisfed below either have not been cQmpleted, or are currently in non- connformance with the approved project's pIans and specificatians and applicable Spokane County Standards for Road and Sewer Constructivn. This letter is based vn iterrs obseraed durin$ a site visit vn January 16, 1998 ar1d is Zimited tv areas vf the impravements whase adequacy couId be tiisua]1y determined at the time af our visit. The absence of c4nstruction items from this Iist in no way irnpfies that a.ny unlisted Ytem(s) haae been appraved or are acceptable under current County Standards. Curbs and SidewaIks 'dowalk- - -'1~epair-r--=k-edkhipped=T=ype~2--W"nel=fa~~nds=D- U-&__ --A -Li-. 3a~.,...~._ cah w a ~ • _ _ y fj+.avcsre~~ L . ~ Ave!-- ~ ~ ' • ~ Pqnd5 G _ r-iser , lids, ~E- . --.r.~...~ =~II~-- ~ a . i • a ' 707 West 7th • Suite 200 2020 Cakewaad Oaive • 5u:te 205 Spokane. Wn 99204 Coeur d`Alene, fD 83814 509-458-6840 . FAx• 509-458-6844 208•765-7784 + FASG 208-764-7277 v S ' • , Riverwalk 6"' page 2 GeneraI -Insteg-,,~-and-s~=sig*,&--per--,eonstnw6o"` '-ady-a~ - ~ ~%afla".. .r 4., s.e ,,..m .~,.f.,a 1,V ~ „ Li~+t/,~rV~,.o.x_ ~ LL~LT-~7G7 If yau have any questivns +ar cvncerns regarding any of these issues, pPease give rne a call. Sincerely, Inland Pacific Engineeringt Inc. Bruce A. Haward PrincipaP . ~ . - ~r INLAND . PACIFlC DAILY FIELD REPOF ~ ENGI(VEERlNG ate L j5.~~ • InspectoYs Daily Report No.: ~ i Arrtvai Time IPE Project No.: l ' weauier pa9e no.- ~ a . Cllent Loaal RepresentatIve/ phone number Generai Contractor Ere-tepresen ffiff~veTp-hone numper Subcontractor . • . IPE ProJect ManageN p ~one numb ~f~ar•r~ IPE Fteld Representativ ,1 ol` ,C Manpo r& Equip ent Used ~~,~,t Comments: ,y~ l (WorkCompletedApparently G✓"~il~G/_-Y ~ i?.S~/I'f' ~f~~~ /P 0,175P.i~t/~'_ perSpecificatlons Prohlems and their Solutlons) D v4 S 7,o 4~a.,.r.. l/ L•..~ Z° re. uJ r.xl G' c _P•~G:1n ~.Q~l.L./ / n ' ~ 'l.~i~.ae ~T / GG./I ` / ~ ~ I YV r J ~~J~~ I .Y / f7~'r`~f ~ ~a~~~eVW •!/I7w • ^ y pv ~ ~.rl!a~~ C..,I~ /`✓~•,~d~,e~c'Y!t_°e(/ L..~1.0 ce-'" ! G~P ~L~J d . ~ ~ . .t • - ~ ~ . • IPE FtELD REPRESENTATIVE • CONTRACTOR.S REPRESENTATiVE This document and referenced addenda are ta be considered preilminary untll reveiwed and signed by the tPE consEructlon engtneer-and/or IPE proJect manager. • C . Date Oate ~ E CANdTRUC'TION ENGiNEER IPE PROJECT MANAGER / i sponding Deficiency Report No: . , r . 7 INLAND . . PACIFIC C]AfLY FIEL❑REROW ICENGlNEERING , - - . - ' - Date InSpeCtAl`'S D7iZj1 Fdepa!`t Na.: r ! • ~ tPE Pro]ect Nv. Page nro. 01-- .(~O~~ Gamments. _aL (YYorkCampteted Apparentfy j~. - • - perSpecfficatlans,ftbierns -Oa/zo- i !~Y ~ ~ Q`r~'~~ . • and thetr5cfutlans) ✓ ^r ' ~ ~ / ~ . ~ T.~.,~ ~ `~t/ [ ~ A / ~ ~`s~ r~' l~.R... .~'i~►~ G~'~~ ~'~t3- ~ ~ ~ ~00' ~~1 ~ ~ S'~r~ .~'G~~~ ~ ~ ►~"e~~ I ~Z/~s-rr~ ~t7 4-6-~ r~ (rt1 t ~c.~t~ w~ ~ r•~r~~ r ~ . . . A[an-ConformTng Iterns: . . (Projectar5tandard Speattiaaflfln ` mbser►rad ConstrucUonIs in . • , Alan-Cempllance with) . IPE Frald Rep IpE CE fPE PN6 0 bntractor's Rep ~ DEVELOPER'S APPROVAL DATE ~ Rrvd/ovIk Fr eld 4ror~'+~ / ysQp~'~6 ~~~-S . , ' i I I I 2 2 . ~ I I I I I ~ 1, . BOUNDARY r``~I 3 I (3 UTIUTTYEESMT I ( 3 ~ 3 ~ 41 z 3 O x >-F. - - x - - - - -j k SERWCE SEWER Q ~-I _ 93.3/20 N I 5'' 57c N cn ~ • ~~~~~~~X ~ I i ' Y i ~ I, J 28+50.61 4; ~ 22+11.23 INDIANA AVENUE= W - - -t -1 - - - IN, - • I 30+00 GRADY ROfkD ' - I ~ IREMOVE 10" ENDV I~ ~CAP & CONNECT 10' WIDE t ~ I 3 ~TO EXIST 10" UTILITY EASEMEIT L)I ,,.,T1:',\ ~ SAN SEWER i LI1 I 1 LL/ ^ I I ~ I I f 5 t - 04 1 lATER MAIN Z~I I 4 ` )NED, SEE "OR RIVERWALK ' I( I Q , 2 s ~ 411 -t Z i r ~ Fn¢:I,,, APPROVED FOR LLYAT• SPOKANE COU TY UTILITIES / BY: 6• A. DAW.-_j - ZS•%G CONSTRUCTION PERMIT REQUIRED! ~ k NOTIFY THE PERMR ENGINEER ~ 456- 3600 ~ 24 HRS PRIOR TO CONSTRUCTION ~ - - - ' = AVr. - ~ !Nl.AI~+1D , . . . PA~CIFIG ~ DAILY FtELD REPO EN.G1NEERJt4G . . ' ~ Qate - [nspectoYs Daify RepQtt No.c ~ - • . . . i. ArriYc'1l TimQ - ~ (PE PCojf:Gt No.: " le' We-aTh er Rrage no. i -or~ ~ . CIIent . . Lacal Representative1 phone number GenemC Contractor ~ MWkeptesen&Wer-phone numner al~ Sub~~rt~ctar . • . IPE PJeat ~I[ana er/ ,phnrte numb r ~ 4!M IPE Ffeld Representative - ° - Man ower & E u1 ment Used ~ - ~,~'Pss~.~. P„y,r/` .P..► L~~ r~1~~ J ./C~/9 ~s ~I`.~s e • ~ ~1.A _ ~t~ .a~.1~ P_.1/ ~ Comments: / (tiM1fatkcompletedApparently 4.-~'e f' ►~`%1.~.~ f _ ~ d~~ nerSpeclr1cationsPccb1ems ~ indtheirSo[utions) 4L 777r~ ~a ~ r ~~r~c ~ /f7-,. A-j? ~~S A 7 S _,1~ 7 (~i ~ IPE FIELf7 REPRESEtJ$',~►T E • CDNTRACTC}R'S REPRESENTATIVE 7hts document and referenced actdent(a are to be considered prellminary untll revalwed and signed hy tiie IPE eanstru~ on engin~ r andlor IPE project manager. • Date ❑ate C~NSTRUCTi[7N ENGlNEER IPE A116JECT MANAGER ~ ...s Corresponding Deficiency RepQrt Wo: - ~ . ~ . ~ lNLAND : ~ ~I ~PACIFIC DAILY FIELQ F~E',~ jC.. ENGlNEERI0G = Qats . • lnspeotar's Da1fy Re~aort Na.: . ~0 ~P~ ~'rr~ject Ho. ` _ ' . a tia, ov--__ COm11iBnt5: OL (WarkCempletedApParently pecSpscHicatlans,Prebiems ► . . sndth&SalutPons) S 74;►'c...r_~~ -7 ~n5V ~ 3-~. 21o 4 ~ • Nan-Conforming Items: {AmJeotorSEandard Specfncatlon ' 4bserved Cvnst,ructlen 1sln - • - 1~larrCampllancawlkhy • . . . - CTE~ ~ IRE F,ald Rep IPE CE IPE PM Cantrackor's Rep ~~a - . ~ ZNLAN❑ , • - ~ PAGIFtC ~ DAIL'1' FIEL[3 hEPO •4 r nate tnspQCtor$ oalty Report No.: ~ Arriva!'i°ime ~ IPE ProJectNO.: ~ ~~~~3 We-afne r page &a. Citent 71- ~ , - Laoai RepresentativeJ phene numbec Generay cahtractar IJZTE55-kepresen ffiv`arte numner . ~6/ irLlrlw'd ~fA7A~A.- C-~~ . SubcantractoC . • IPE Project Manager! hone nu ber IPE FIefd RspresentaUve Man er & Equi ment Used ~ ~ /~r~~' . Commen#.s: ~ (WarkGampletedAAparenUy - erSpecliTcallvns PrriBten'rs ,idthelr5olraUons) 'Pf.{~ . a ST`- ~ Ayj ~ r • (,2 X_a ~16 ~ 4 7- IPE F!El.D REPRESEIV TIVE CONTRAGTUR"S REPRESENTATtVE Thls dacumenE and cefereroced adaenc(a are to be constdered prellmtnary untll revelwec# anci slgned hy the IPE consfructlon englnee srkcUar IAE project manager. - i/ _ Date , Oate PE CjWtRl1CTION ENGliyiEER IPE PROJECT NCANAGEFt ~ f~ - - - - - - Cortesponr4ing Deficlerrcy Repart No: ' r J • Y' . • ~ INLAND ~ DAlLY FIELD REP~~~" -r . . :PAClF1C ENGINEEfZIN.G° 60 ~ Qate . • " tnspectors Oally Report No.: q7 ~ . tPE ProJect No. t'age N~o. ~°~'2 . -1~,~ Comments• • J .01 (WoeicCompletedApparently ~ . e ~rl.~•~~s ~~~a r~~P~ . per SpecHiaaUons,Probtems andthelrSotutlons) ~ m4 a. r.-r- d ~'GQ > >z~` - ~/76. c ~ . .T,le • i - loor ~ ^ l.~_~~ ~ ~?Ns~.,~'~e~ ,T ~L-e ~'t~~1~ • . ~ /J ..~a' ~iC 6 f` Cre~'' c. ,I ~ ~ / / 41 14 U'-e- • ' 1~ ~ r~,~ l' c~ ~ ~ ~A ~ • ~p~~/ ~ ~ -o- ~ C ~r, A10,,` ~'i D~~ ~!u ~l''~.,r 6~~tiG~ /rt.v o~ c ~~u ►-e. ~'s r d fi rr, . Non-Conforming Items: (ProjectorStandacdSpeatilcatlon • ~ ' Observed Construction (s in Nan-ComRllancswith) ~ , . • ~ !PE F,ald Rep IPE CE IPE PM Contiactor's Rep . ~ 71NLAND ~ PACIFIC DAILY FIELD REPORT ENGINEERING Date ,5,2y / er Inspector's Daily Report No.: C/ 7 Arrtval Time IPE ProJect No.: ' /J• ~sr-) ~~D~-/ vveather page Ro. / o / Clfent ~ Local Representative/ phone number ' General Contractor We kepresenOWET-phone numoer Subcontractor IPE Project Man igeN phone q}~mb~r~~~ .J~i IPE Fteld Representative Man,p~o er & Equipment Used ///O P vt ~g~ /`P /f !it c_/ gk Comments: (Wor1c Completed ApparenUy G~/N perSpecHicaUons Problems and their Solutlons) d//2 C~/,t T/?1Y1-.~r j✓' tl- G/ ~ b ~.!'d'9t _ ~ i`-~s ~ r i. r~ G c h . J~~►~ ~ . , .,.e. ~.2~ _ . ~ IPE FIELD~ REPRESENTATIGE CONTRACTOR'S REPRESENTATIVE This document and referenced addenda are to be considered preliminary until reveiwed and signed by the IPE construction engineer andlor IPE project manager. , ` Date Date ~PE CQWSTRUCTION ENGINEER IPE PROJECT IVIANAGER ~ :sponding Deficiency Report No: ~ fNLp►NQ PAClFIC DAILY FIELD REPL]RT ~ EIVCINEERING ~ C.cl' oat~ 74tW Inspectar's Qaily Repvrt IVo X ~ Ar-rtval Tirne F ~ IPE Project No.: dveatner rage NO. ~ 01 -3 CEient " Lacal Representativel phone number - General Cnn#ractor Site epresentaaeTp-horee numbec /►~f r. ~ r=S ~ Subcontractor IPE Rroject Manager/ phor~e u kaer - ~l~t ~ ~~"7t f''~ ~f'P.•1'c~ / -~~E? ~'ts. C 2_ ~ e.S IPE Field RepreSerntatiVe~ ~'~s 4A.+ a~~~~r ~ Msrapvwer S Equi,pment Used ~ -,~I.~'~. C~"i~~ • j - L'iCF171117eFit5: [Wark Complsted Apparent3y Q w 5~i •~.c.~ ~ CJX~ per5pecifications Prublems and thelr 5elu#]orrs} , ~.r.~'-L' ~ P'`' r , J ~r~ ~ a•~ ~~"1 ~Ar~ 7~ a"•, ''~~'e'~ i~~'7 / /7-Z r - f ~ . ~'r"`,~,•~~~'~ ~ ~ CPE F~~O ~R~PRESENTAT~VE CC3RITRACTOR'S REPRESENTATIVE This document antl referenced addenda are to be consideretf preliminary until reveiwed and signed by the IPE cnnstruction engineer ancflor IPE praject manager. IDate Date C IP~`CQI~S,~RLV~TIQN ENGII~EEFi IpE PRpJECT 14rt~►NpGER C s,pnnding ❑eficiency Report Nfl• ~ ' ' . hi W INLAND ic PACIFIC DAILY FIELD REPORT ENGINEERING 52~ Date 7M~ 4C Inspector's Daily Report No.: ! IPE Project No. page Ro. of Comments: ~UT ~ ~ ~ CY. S ~.r.~t,sY. per pecNicaUons Prob ems k.eJO(A &,t /4- 14-*, and thelr Soluttons) ~ { ~/12 c co°7% it s' J4%1 .'i, e ~~l.'i__~• ~ ,~t~ /7 J'~ /"'y i 1-1 411 -A`IS ~ Non-Conforming Items: ' (Projector Standard Spectficatlan Observed Constnuction is in Non-Compliance with) ~ IPE Feild Rep IPE CE IPE PM Contractor's Rep I 7 INLAND P045 e- ~ PACIFIC NUCLEAR GAUGE TEST RESULTS . _ ~ ENGINEERING JobName /C')!P.,e *A 16 /A40(-, (D 4& IPEJobNo. W.O.# Field Renort No. Date 7/JI`U/1 9ro Tech. ~ os= /6qq9 . MS= l q Hdg , Test Ft Below Wet Moisture Dry Max Percent Pass Retest No. Location SG. Elev Density (Percent) Density Density Compactlon or of (PCF) (PCF) Fail DT No. 3 ~ ;;-s~-sd i~~ r h' P 2Y 1-,~~~ ,YvL T SG 1410. p ' Y 'ti Wr ~ `t o - a 3~-~ ~ 5/ NO ,7 _~1,o,-y(i z 7- SG Afo.) G/,~ /,3s,6 15 P ~ .L G~ Ai'a~•ta .~a ~~o Zr S ~ lya..~ 5 ; ~ Q' In G/i 4oq G ~ ~ / ~-oo &r- sa Pyc~ o.S, ~ 6i 1~ee4Oy/-,f ,l 4';- ~ J 9 3R', G 3 c4wGearpm5 bi~ INLANp PACIFIC pAILY F1ELD REF'vRT ~ ENGlNEERING ~ {/~~•1,,~,~ ~ ~ ~ pate v l'nspector's Daily Repvrt No.: s~ I lU Arrival Tirroe IPE'Project Ho.: ~ ~ ~~0-3 ~r ~veatner r rage ivo. ' r~r ~ ~ Client Local Representativel phane number Genecal ContractQr tie Represen ~f~# vhone number Subcontractar ; IPE Project Mana erl phone umber .~aO~! c ~I ~ C~~~~ ir~+rl ia ~n~'s H-w A-~ 5~03 66 4a IPE Field 6e~i re, ~kw'eq"leo 13flanpower & Equipr'nent Used --f- ~'c`r cr-6w Pc5"w6t& e,64l1-g 6zL -Z- Garnments: (Woris Campleted Apqarently g or7 per5peaiTicatiorrs Rmblems their Solutfons) Alvp q ~ r ~r ~ - ►~~rG~ C r~~~ 6s~~ (~1~.~~ ~~~af¢r~! d'/l~"s'~►~t'GG rnlC GGt ~ I~-t.dx,& /V A i f C ~ 3"l r ~~~'i . 7 e ~ ~ ~ 5 ~~i S~V f ■ ~l' C+~ ] .1 ! + I e [ ' ' ~~y/,~• ~c'Y P`~ W ' ~ fi,y f~,`'4``rt, P% ,±r 4-2~°F ANO oWLc t, c- z:::,t~~ •10``'~ L. . 5~~3 ~~1'~~ GfG, ~Lw'~' Q~ ~ ~ f ~ ~C ~ ~ ! F~~ ~c:y ~ ~'`~"'vr`.y c~~,ii ~6o-u-r r.~ P&A-lV -,5 IPE FIELD REPRESENIATIV F '►.+Vb\' VR14CTDRrS R~~~ESENT/'11 IvE This dvicument and referenced addenda are ta be considered preliminary untii reveiwred and signed by the IPE construction engineer andlvr IPE project manager. 41o 3, Date Date ~ I~E C~NSfiRl1CT10N ENGINEER IPE PROJECT MANAGEFi 6r Carresponding Deficiency Report Ho: , . W W VNLi4ND ic PAC1F1C DAILY FIELa REPORT ENGlNEERING Date (1 IV6V. 1 6 . lnspec#or's Dai1y RepQr-t No.: 7 IPE Projeat No. q&683 -1 Page Na. ~ of .3 comments: Pl`JS~;(el.r +~~~'~S d ~ ~'~~r P ~ ~&IV'~ Ir4 ~ ~t (livork Completed Apparently per SpeofficatloRS Pre61em9 Jr m and thelr 5olutions) _ 14& Oid lIl'&-r or- 'rH6 6Gr fte Gdw~4~6- km5 IV~ ~=~~~f~'',~`~' ~ ~G ~c~G 1 c~ ~ ~ ~N~ ~J +~►R- S ~(•G , ~ tf.l~~6-1 G 0 P45- -5 PO Me, l di eX r6 oP- 96-M79- 5. I~We, /~-c-e ~'rt &v-r +~,r Q Xadl il 67V~-~- ~ ~U k~~ T ~'FC~U7t1 e~. 4- Cr 61 r-eo" 66cr~ G~cmS A/vo ~ e-uM#4 4 Aia' -r,d o ~~5~ 1`~ dr~ ~~~~~r'~I~~~~S . ~C-~ 4 &(4 MP ~ t 0,6 Yl`rc/:v-r 1nJ~~~ 140TH'11V THQ~ ~ra ~~~a~~~ 11~...~~~~N~-~~ ~~~~/°~~c~~~~ ~ ~ ~ ~ ~i~-~ C1~ ~ ~B ~ G Q'`r.1~62~ 'l C..~ ~i~r~ ~ ~ 5 5, 0 NiNi'/W ao' . ar 14 65".<,e~,Is 0~ r~ AN~~' 7~1'~~~'t ~~a !y~"~~i.d r d~ ~'~'~f`~~ /o r ~ ~+~r A~(..~~ ~ ~~~Q~' ~.~°~~f'. G• ~°'~fJd r~~~J.~. ~n, Z. tJ d' 0-1V ~~h ItI 3 .f]~ ~ U~v~;, *e~v,v On ao .51r.)-%_ tmzzyz1 wimla~, 77*- u P " GLfr 3~e~ iti A- LocAmoI iffy A- CUgf~r~ iDi l 77T~6 16 r `l~F tW citr ~ IPE Feild Rep IPE CE 1PE PM Corrtractar's Rep J \ ~ iN~tvo _ PACIFIC DAILY FIELD REPORT ~ ENGINEERING Date ~ Inspector's Daily Report No.: ~ 1/// I-jG,. , IPE Project No. Page No. ot 9400 ~ 3 3 Comments: i3X_ (,DLItMU A'I' r/ff., DrSt6k_IQD 1D tZ~ 731A.1T: (Woric Completed Apparently t - perSpecificaUons~Probfems ~ uxie-Ti> rrT (bS FLJ?-AJ !~FT G and thelr Solutlons) / r t.oc.~ '1t> '3~ GLt.fP~ 'Z~ZtPll./ a~ CiR+rtfl't J,rtx1LV_'. li ~ 7L~ TTf~ 'G~ x65T?-~tt.riA~/ o~ 7't/~ ~r~~9~c/'~• r=~ar~-t 0-4 &G -Tt;) fLot..t_03 C(,+~ 7 94 cCL-O 'RyA/T r4'J' 177~9 R-oErL4ZA/ ~S ~/oT ~551 F~l.~, St~~~D '~7t~ ~.1D~4P~ ~t_ a►~1 i~ R-~< <a~ -f T~,li'I" S f~~~'S TY~ts C~~ STQGI LT l~ t c~ j jYlr~ TP~~ )T7c~-~ ! t~ -76P rae Cuef~ VP~ .rhMU:dM t /t~._tlDT 77t6f!_LnW1 [-WtF5 1,Drt7c--t4 s&yfiMS IZOo ~3► P.t~ ~,~5 Q~'Fi-~tC Y ~r~s t7~ 5 C't,tsS ~ _ ->r774 P~ . lf~ &Wr t.w4,~ '1VD LrK~ ~ ~'i;C IT xfow. VIP& tvSL, _15t,4r 00,00 ~ L.~~ 'TW-4e7,-1 r9'T' -TT}-tS 77r497• \Je c.fVqr 77rE_ =M-og s, M -P~ Non-Conforming Items: (Pmjector Standard Speciticatfon ' Observed ConstrucUon is in Non-Compliance with) I IPE Fiald Rep IPE CE IPE PM Contractor's Rep ~ 7 INLAND PACIFIC DAILY FIELD REPORT ~ ENGINEERING Date Inspector's Oaily Report No.: Arrival Time IPE Project No.: /D •~v ~3 _ Weather ~ page 1Go. ~0f / Client > Local Representa 've/ phone number General Contractor i epresen v ep on umber / alt DiH Subcontractor IPE P ject Managerl phone nu be' ,rs ✓'G~'P ~~t,JQ✓/y IPE Field Representative Manpower & Equipment Used ~ ~L'i~-i ~ _ ~C~.~~ P ~ r G~ ~,c~ /^O-G~ C~ p_ Comments: (Work Completed ApparenUy perSpeciflcatlons Problems andtheirSolutlons) I~79!r r'~% ~I-A~i r . ~r ~"~1~~~' C: v1 ~ / ,~~,e y ~ .rJ~ c~✓ Gr s J~"~G~ / esol` C.t,e-! S" ~ va'.1 ~e /~'!a-tA .1 ..6~.~i'" a'9 ,/`~4 ~ ~•d~'' ~Gt 6 4 ✓~:t0~ IPE FIELD REPRESENTAT&VE CONTRACTOR'S REPRESENTATIVE This document and referenced addenda are to be considered preliminary until reveiwed and signed by the IPE construction engineer andlor IPE project manager. Date Date C ;L4~~ IPE 66NS R CTION ENGINEER IPE PROJECT fVIANAGER responding Deficiency Report No: i % , W 7 INLAND ic PACIFIC DAILY FIELD REPORT ENGINEERING Date Inspector's Daily Report No.: ~ ~ IPE Project No. Wage No. ot (~j~~ •G Comments: &;/g-,d, s,,744, (Woric Completed Apparently ~ per Specffications Problems / ~ ~,,Q ~ ~ / ~~Ze~ and thelr SoluUons) ~C)c.s~!!►'" /~~'J'G.• i'.s~ ~..,t.s~.~ ✓./'r1-r~ Non-Conformi ems: (Project or S ard SpeciftcaUon Observed nsUvction is in Non-Co Itancewith) IPE Feild Rep IPE CE IPE PM Contractor's Rep ' 7 INLAND PACIFIC DAILY FIELD REPORT ~ ENGINEERING Date Inspector's Daily Report No.: Arrival Time IPE Project No.: *+reacner ~ rage No. or Client :ee aO-epresen epresentative/ phonumber ~a~l General ConVactor ve p one n~mer /!i~OUh Subcontractor IPE Project Manager/ phone num b'r 1 ] i/7.w.d'~ .d~~-o-r~✓ e~ /`/.1~'`~-~~~0 IPE Field Representative r Man ower & Equipment Used ~.P.M rP~ ~ v~ , ✓ e.~ ~s,~~...N Rt ,~y.=+~c.d~ - / ~'i+~-T' ~ ~G .d~C✓'f r t-I L2n f/ .I~ 014-J' Comments: ~1 ~ Q H ~ r~ G~'"Pf C/`~ (Work Completed Apparentty m perSpeciflcations Problems artd their Sotutions) • . s l s A a Yt.c 4Y0 A Wsw a 1A 4 a u.74- 3 a.a u../ Zs C2 ~ n► ~i'cxay► S _ ~o a•►~+ ,eo c.70~ 't/`C r /A r'~f% . ci GL Gf G' ~r~ /[J /~^@~ f C3 ~ 1 ~ l.l~ sL Ci 5/~~~ J~ 110-144. /~o u~"i4/1 a a Ac r-% !-t_;3 ~ Ct 5i_' . 0!1- a t.t., e"r e- /PL4 Pq- -4/o-i • ~ -/r' ~r ~ 4 ~ ~ ✓ ~ i '~7 t~- f A e~' ~~r~'' /L.~. ~'`l ~~a. ta E'~ cJ /Q1 -~~~2 G IPE FIELD REPRESENTATI~E CONTRACTOR'S REPRESENTATIVE This document and referenced addenda are to be considered preliminary until reveiwed and signed by the IPE construction engineer and/or IPE project manager. Date Date r /IPE gibNSTRUCTION ENGINEER IPE PRO CT AAANAGER i -sponding Deficiency Report No: ~ i 7 INLAND ~ PACIFIC DAILY FIELa REPQRT ENGIiVEERINC Date lnspector's Daily RQpvrt No.: ~ • IPE Project No. Page No. c;2 ot ~ Gomments: A) (Wark Cc3mpletec! Apparently perSpeolBcat[ans Prohlems ,~C►-°~~~rr~,~'~r~ ~ j~ ~ ,_O~m e, 4- t.,, and their Soiukion$) ti I .~r ~c _ . ~,~~'r ~ ~ ► ~ Nnn-Conforming Iterns: (PrajeatQrS#anda rd 5pecificatian Observed Cnnstruct€vn is In Non-Cnmpllance with) ~ IPE Feild Rep IPE CE If'E PM Contractar`s Rep t\ or INLAND Li ~ PACIFIC NUCLEAR GAUGE TEST RESULTS ~ ■ ENGINEERING A.'e 30~ ~J JobName ui a IPEJobNo. f~Og3~ w.o.# Field Renort No. Date /(f6t19G Tech. JC- YY) DS= ef (o . nns= 3 5 &3 , Test Ft Below Wet Moisture Dry Max Percent Pass Retest No. Location SG. Elev Density (Percent) Density Density Compaction or of (PCF) (PCF) Fail DT No. ,7_1iF1/C, p ~i~ f.' ~(D ,~2v 1.5~ r .S 6 (~5 l2 4,0 1 Z_,QA/ . c . 2 l ~t/rJ a': .U ~ , ,~L. 't2 r-'!,'.: c•~ ~'1, 135 `15 • ` ~ ~ k) 14 V,0- . Lr/v' 0<1?~-t _y i 21 , C, J - L y` t 2 ; r I• ,,1 i i'~ f~.f ~ • 7 ~ 1-5 L_`='~.;~'~ 2 i' cl,~ ~ c 1nuGear pm5 , i ~ i I I I I I z ~ PLAT GOUNOWf GRAPHIC , ~ .,~.P;A~ ~ cn g ~ ~ Lr--T r-__..~.-------- ~ IOU iw ~~:PtA~~ j ( w~ i 1 W I, ~ PIAT NGNi'f O 8 Q 1 1 Udf I I~ I O MVBWALK SIXTH ADDiT10N ~ I I~ I I ~ ~ ~41 `t ca ' 2 3 4 5 - 8 T ;1 ! ~I I~ ( I I 1 ~ . xa.n sowu • i- I I rs n, ;r,•7 `iiiii: ~e ~0 70 NQ7ae'W'[~ 2j ~ ~ 23 wv+SOft INDWJA AVENUE o - 149«47.21 3 s~..r~ .~~_,;.'+•e~:._.. ~ `7 a 1 2 3 ! ~ 2 3 4 6 7 1 5 1 I RMERMIALK SlXiH ADDRION T O RiVEFtWA.lC SDRH ADLtnON i 7 i I • O dlx I I ~ Rr.ER:r:;.x i2na a,,T B~,T~RY ~ / Vi.'rp ~A I~EV ~ ~ -Ty ~ i ~ ♦ DATuM ~ . RUIR ro n+E eo+criwwK oescraaM ON SHEET tA OF 11 IN THE RN6tWNX 1~{ SEWER EXTENSION PUWS APPROVED 8Y 11/`► SPOKPHE COUNTtt MAY 16, 1995. - INLAND PACIFIC DAILY FIELD REPORT ENGlNEERlNG (7~ e,) Date Irospector"s Dai[y Report No.:~ Arrivml Time IPE Project Nv.. ~n`r~ ~ ~~67 S3--l Weather(4 page fio. ~ or ~ Client VV.e e rese t ivel phane number ~ Gene~Ccm- ~c r presen v phorre number 5ubcnntraator , ' - IPE Project Managerl phone nurn r IPE FIe1d Rep,resen tive~ r ~ ,A., r-~~c. Manp~ ower & Eq~ ment L~sed ~J~..~~ts~ ,'~'.~r ~i~`°„ s,i '~i~Gt~.,r~ J ~~,_S~ ~S~ ~`~'r'~P'~rar/~ r / .£r. Comments: f ~ (WarkCompfeted Apparenfi.iy per 5pecttioatinns Probfems their Solutions) C, S! I1 f~I r'~/.~r1► •t ~ ~ 1 /aF ~"~J~u't~`f ~ .k~ I'~`~ s~°~i /~r. ''I E•f T7 ( r.Jx~I ~ 74 ,'174r ),a ~irii ~ ~ • ~ s ~ - AX ~IPE FIELD RERRESENT TIllE CDNTRACTOR'S REPRESENTATIVE i`his dvcument and referenced addentia are to be Gonsidered preliminary until reveEwed and slgned hy the IPE cvnstruct€on engineer andlar IPE pr-oject marrager. Date Date ~ ill 1~~_ !R CQN?ftRUCTION ENGlNEER IPE PRO,lEG7 IV[ANAGER Corresponciing Deficieney Repor#, Na: ~ ~ i ~ 7 1NLAND ~ PACIFIC DAILY FIELD REPORT ENGINEERING ll~-C'r'W ct. ~ ~Z ~ Date `a~~~ ~ 7 , Inspector's Daily Report No./U / IPE Project No. page No. of Comments: 4 rr~P- =4, (Woric Completed Apparently perSpecificatlonsProblems f' (A and their Solutions) Non-Conforming Items: (ProJector Standard Specification Observed Constructlon fs in Non-Complfance with) . ~E 1nA_ IPE Feild Rep IPE CE IPE PM Contractor's Rep I i I ~y ` ^ • ' R p ~ P117 6"DAHt' z GPAPHIC SC&E T•~~-~-~~ U i.Pirli~~ r ~ ¢0 700 1 \ ol ~ ^PLRT ~7lINGkRI' f l y 1 6~1 ~ 'f~ ~J F~11R4~IRl,JC SA[tH Jw'1~01~ 2 3 4 5 a 7 ~ ~N n E f I v E a3fn 1 ' ,.me,.........~~~..M.:~ IL~...,_~~,a.=.....~,.., ~ r e o ~a ~ ~ - rj~ • . . . . . . 34 FilP4TtlCC - INQL" ` ~ ~ . . ~ ra ~m ~4+dllt r ~ s•tiVEN UE - _ _ . _ ~ - ~Ra.: - - - i ~ z _ aC~ 2 3 4 a ~ i p RillEliWi4l.K ~C1H AD[~IPIOf~t ~i1VEFtWA1.lC SRCTH ADDMDN i ~ TC ' ~ Vb T7 'FVeT eouymw F~ . ;✓i `-t ~ l f~ f ( r1~ ~Y r ` ~ ~I % ~ 0~ ,i CRM YEMALK No fff ° : , W ~ . y ~ ~ k _ _ 7 ~ INL►4ND PACIF~C DAILY FiELD REpORI , ENGiN'EERING r~~ ~cl~z- aate lnspector's Dafly RepvrE Nv.~ ArNval Tirne ~ !FE wroject No.: ~ Weatner rage n[o. Clierat r~.,~f►~.! a-... Lacat Representativ phone number Ger~eral ~Contract~or ~ resen v p ane n-e~rn er /~D~t.~,n,~'_~.,~-~I~ 5 ~ ~i~ 5~~~'-~ ?~l ~ SubcontractQr ' IPEP%j6-ct Mana erP phane. nurr~he ' ~P areLd [AE FieZd RepresentaUive Man wer & EquipmenE Useri ~ / I~A ~ r y ~`iQlt]C]'1017t5: (WorkCompletec! Apparently 0!EJ 14 WG-'f 1/0 d e4s P,A .1G per 5pecificatiarts Problems ~ 11 and theirSnlutlons) .tJ^e-, i ~ ,t.~ ~ f1ts r'~- J~<7 ~y ~'I / . A/, 0,/ .0-o ,r-,v c t~-ta.,^-~ - , .Sr.~r•' ~r'.r ~ - ~ v rA.,Z ~ _0, f 7- e4 rl"rr% 1&f ~s 2 74 ~.5 -O'"c' - J4 [.e IPE FIELU REPRESENTATfV-E GLINTRACTOR'S REpRESENTATI'VE This document and referenced addenda are Ev be considered preliminary until re►reiwed and s€gned by the f PE censtructian engineer ndlor [PE preject maneger. (f Oate Date ~,T J~~ 1~ L1CTIVN ENGINEER IPE PROJECT MAHAGER responding ❑efioiency Repart Na: INLAND ic PACIFIC DAILY FIELD REPORT ENGINEERING , ~ a 1'~• . Oate J?7 Inspector's Daily Report N IPE ProJect No. page No. c;2 o Comments: (Wcric Completed Apparently . perSpeatfications,Problems P,,d 4- 4r 4&wSlf i 4ec-54' ~np,-A~5 m4 ye S yi({S. and their Soluttons) ~ 0 Non-Confortning Items: (Projectbr Standard SpectflcaUon • Observed Constructfon is in Non-Compliance with) IPE F,ald Rep IPE CE IPE PM Contractor's Rep ~911111111 INLAND em PACIFIC NUCLEAR GAUGE TEST RESULTS ENGlNEERlNG Job Name IA/IPE Job No. W.O. # Field Report No. II . _ - . - - - - • Date Tech. DS= MS= , Test Ft Below Wet Moisture Dry Max Percent Pass Retest No. Location SG. Elev Density (Percent) Density Density Compaction or of (PCF) (PCF) Fail DT No. I -A)t~ i 14 A -Ot ~ .2 o-+ ao /-i- lo' 7~ ~ 3 y G/1/26 SN0:~44 ri/a 1 ~ ~~i t74 L~ 53 /373 ~ 7 ~ . I/ F +o r- ~ _r26f~' Z-r 9 ~,a~ ,o i-~ L ~ ~ ' o Nuaear pms li Rr.EFrrALX ~ ADDMu,a i ~ ~ ~ ~ w~ CA ~ ^ I 22 F----_e~ - ~ .it N CA ~ • 416 ~ ~ ce C 4 ~ I i] ~to . - ~ ~ v... HOdGES LANE _ ~ A ~ ~ \ t , t L F~ ~ - - - - _ ~ - - ~ . ~ - • _ r ~ . '-'--'-~`-'_'-'°---"'_-'-.---_.,..21.,.~.s-vv~- INLANa - PAC'FIC DA1LX FIELD RERORT ENGINEERING Date ` Inspector's DaiLy Repnrt Ain.: J r ~~v 9~ Arrival Time ~ iPE Prrsject Na.: VUeatner pags 00. ~ ar 4t Client Lgaal Reprr°°esentateve/ qhat"e number ~ • ~ ' General Contractor iresentae number r.~ d' ~r7 ~i~G' -p.r/i 5uhcantractar IPE~Project!~ana erl phone m er IPE Field RepresentatiVe y 7W" Manpawer & Equipment used _ - t I ~ /c~ - / ~ 0,n ~ 14 ~r-~ A. s~ ~ 0r; , Camments: ~,~.~r ~ (WvrkCnmpleted Apparen#ly +~i[ 1'r~r~/► _ r n€•r SpeClfi oations F'rohE8m5 1 /J f I heirSv1vtEans) ~1-4 h C.• ~.N" f~~ t~ ~II~t~ !r C.f ~ ~~.P r'° ~ 1'"' ~ Gr c~ ~ . ~ ~ d'3•~ F r~~~' c}• ~ ~ s~s r'f f'~ /~J .-~J ~ ~ ~r_ c~-r.► 3 ,~"c_. cle o. a7i;' ~ aope~,vt o 6t.6'f'." --56t'L ~.rA-~ aL,+461R-. I-e4 hC9,4116ks . ~ e ~71a- r~.~~~ .15g ~-.•=-e ~ ~ ~ f~~ ~ . ~ ~r ~ ~ .tJ ~.f ~r.~r ..S ~ ~~r rs-~- - - IPE FIELd ~~PR~SENTAT~ CONTRACTOR'S REPRESENTATIVE This dacument and referenced addenda are to he considered preliminary until reveiwed and signed by the IPE construct'son engineer andJor iPE projeat manager. Date ~ Date j j~'E CDVSTRUCTiON ENGINEER IPE PROJECT MAN14GER Cdrrespanding Deficiency Report Na: 7 INLANa ~ PACIFIC DAILY FiELO REPORT ■ ENGINEERING Date , 3 fnspectves Daily Rsport Nv. [F'E Prnject Hn. Page Nv. C~2 ot Comments: _,12.-Jd Ual ,a-e- ~ P.•~ ~ I~"/! (Worlt Gampleted flpparently ~ perSpecifica#ions~Pmblems r~ ~-,~,~~°~-i ti! andfheIrSolutions) rLc 54- 1-`e K- uj/--r alt,'~ i I *o#lc lPE F,eId Rep IPE CE IPE PM Cantractor's Rep - - . . . _ . . . . . . . . ~ 7 : 7 INLAND ~ PACIFIC NUCLEAR GAUGE TEST RESULTS ENGINEERING Job Name ;e Gs) G✓I C~ IPE Job No. 71~-OV-1 W.O. # Field Report No. l.~ Date Tech. os= ? V-1 /6 ~ Ms= l 7y74/ ~ Test Ft Below Wet Moisture Dry Max Percent Pass Retest No. Location SG. Elev Density (Percent) Oensity Density Compactlon or of (PCF) (PCF) Fail DT No. ~ Y-NDTAN 4- . 26 f?d 1 T /O .Z ~ l 3 y ~ Ag. Q ~J ( c;12t 7o,cpT'S' ? ~13. 3 ~ 3S /l Ir. y t-L co JP j~ Z , c.4wdear pm5 ~ 1ti a~~EFAV,F,Lt i Ill '^d AMM0r: i ~ W i 07 # ~ I 42 F 6 w ~ ~ (01 p, + I ~ I - ~ HovcES vyNE ~ ~ • e ~ t- ~ ' 4-~ r-ZF~ ~ -V vv I Z16 09~ 9 11 Al~'v -ti'~~° - ~ .e - - _..............--.s-"_"'_..------------ '".-.'--"'_.~w iNLANo RACIFIC p1o1ILY FIELD REPORT EIVGIMIEERIING ~r'j.. Jr-~,~1..~►`~~~,~'~~ ~ uate (,7 7 lnspectors oatly Report N i~ ~ Arrival' Time PE Pr,oject No.: ~ i qf i~fea her 1 0 Page Ro. Client Local Representative/ phone number ` ~`~sen ve pone GaneraM Cv Aftrackr-1-In6., ~ epr numbe A4` ~7GT ~ - v ~ Subcnntractor ~IPE Project lVfanager/ phon umaer ~n~j IRE Field Representative ~ Manpower & Equipment Llsed ~ f~ ~+.r'~~ 0 " ~ e~, ~:a ~ ~i c~~r-- ► Sr ~1~ ~ comments: ] f f (Work Carr~pleted Apparently I~t l~ 14 tJ B s_/ ~ Ta ab.S perSpeciflcatlans Pno6lems ~ p -~lieIPSOIEitiOR3) I'A^ f I a/ Y~-c. 0 ,5.61_ (P_s0 e.f I`S P_ Q1 G. 0 A° Gz A 6 CA atS det e'Lcd _ sye-_ ~ PC, MCI ZI ,o- /Ax- e-- e~. Ad-,~. rA Al e50 rP r /-3 o- ~ tl, t4 Y`5p_ CaM P 7~ i1e P I A7,7 F l -s V'- o j1 ! Ib 9 / MN%p F.,1s ! iv` ~ ""v i' ► ` 1 ,eJ _ X•c. W 0- _ W4 M'a• ■ 6 1PE FIELp R PRESENTAptfE C❑1VZRACTOR'S REPRESENTATIVE ihis document and referenced addenda are to be considered preliminary un#il reveiwed and signed hy the IPE constructian engine arrdlor IPE project manager. i7ate Date ~PE CdIdS7RU'CTION ENGINEER IPE PFiL3JECT M►4NAGER ~ - Garrsspvntlirrg Uefieiency Report No: . ~ hi 7 INLAND PACIFIC DAlLY FlELD REpORT ENGINEERINC 40 Dafs '[nspector"s Daily Repart No.: r IPE Project Nn. C~"C~ ~Rage Ivrr. ot - Cvmments: 77 {WarkCampletedApparently peeSpeafficstlans,Pna6lems I'l snd their 5of utlvns) _ ~ ~f•~~ ~ e ~ i ~ A) ~ r' Li , ~ - i vn - i - p C IPE IFreld Rep IPE CE iPE PM Cantractgr's Rep xt IhfLAND PACIFIC NUCLEAR GAUGE TEST RESULTS ENCINEERINC ,P4 Jab Hame XP.v )OlP 6-1 _ IRE J0b Nm. W.O. # Field Renart Na. Date -2 I Tech. :7~- 4`'? v D5= 3Y517 _ Ms= t I 0- Test gw Ft. Below Wet Moistwe-e ary Max, Percent Pass Retest No. uuM'6 Cocation SG. Elev ❑ensity (Percent) aensity Density Campaction ar Of 4A ~ ~~4 (PCF) (PCF) Fail aT h[a. ~ ~ r/j 1),rjo k,.-~ L,I , A1 A-r ^y oo / 1 r,~. 7/ f y ~T 4;' 5c, q 131.1 l 3 05n /v,4 ~ 1- w 6. 7 .~.`t-! 13~ c, + P 5 ~ ~ ~ ~ L1 Qr 8" r"v],J-~ 9r ; 1 q-co, 7 13 3~ - y, ~ ~'ANA- 4--0() PT 301 ~ C~y 1/0 ler- 5 -7 - - F c VutCteat pm5 i , 1 ^ I ~ ~Pur eouNdvar W z E GRAPHtB SC11lE . t 150 ~ 00 1 ~ y PIRT ,)OlIHOARY v}. a 'i ~.LO.~ 1 t;j'~P~~' I v~ (7 T kuh + 5a ~ R ' i E ~°NV~NtRB7~ RIVERWALX ..H ADXTION ❑ 2 3 ~ * b ~ 7 C 17 : m e ~ _ ~3~ ~+ev~°c _ - ~ ~ _ ~rr~i. ~ , _ ` - - - w4etir[ ~ Ro~ _ ae INDLMA A$CNUE . ~ ' . ~ j a 3 I~iIER~fi~1.K S17C11i ~ORi(71Z j ~ 4 ~ RNm111,K MH 11[iGJ1VON ~ I ~ ' ~ ; - ~T ~ J ur;p,.;E~ y . . ~ L-ry ~ T-e~r r,.S, 7- /it t4 vAr- ~ &-~tQr•cot 12 b ~ ~ 6tS ^u 0-a r►l.. r ~C ~7y P r'~~•~ ~ 1~` i 9 ~ 9 NM er . . •d L►4N❑ AC,FIc n4EINGINEERING DAILY FiELD R~EPO~aT Date rnspectors oaicy Repor't Na'4 Atrival Time f IPE Project IVo.: - 7'~ ~~d~3 1 Weataner t raga rvn. , or ~ f - Client Lac I Re resen tive! phone number General CQntmctor ~`~f I w ,e~ XeCp/r6esen~ta v~ one nu er 60-CA,41 r14,Lil 0 ~r. -~?fva... /r " r• l ~ ~>:7 7 Subcantr~actar [PE ~ProjeManag/erl ,phone ~ mt~~ o ~~`rP f~r ~r~ IPE Field Representativ e--,C-`1 ~ ~ l~s M~n wer & Equipme~st Used ~~•.Y G._.tfIL~- Comments: [Work Completed Apparently 4:~~ ~ /~r-P~~ ,~7 S~ I~ ~ ~ 5 Pel,~ per Speaificatians Probf ems Pnd thelr5a1ut1ons] s 4p Xi ,r~ CGC-t! r /'"e- r.r .(&4 . /t~ ~ ~ ~.~G.--~ ` ~ f"`~t~`,•~``~ r R -^-~x~ ' ~--,~r~~~'~ s 14` r .r ,r - G . IPE FJELD REMESENTAT Cf3NTRqCT[3R'S REPRESENTATIVE This dacurrzent and referencecl addenda arre tv be considered preliminary until reveiwed arrd signed by the cPE constnucEion engineer an or IPE project manager l~ 11 Date Date c _ 5~2y. -W CD R C7'IC]N EAIGINEER IF'E PRQ.JECT N!►4NAGER gorresponding ❑eficiency Report Na: . ~ r • - I LiM INLAND ~ PACIFIc DAILY FlELa REPDRT ~ ■ ENGINEERING Date .-y~~~ Ir~specto~'s Daily Report N~N f IPE ProjecYNa. ' Page ND. at - cvmments: (wwork r.omPtet$dApParer,uy , ♦ perSpecftatEons,Prn6leans lz.~J 00!~r~ end#helrSoTutlons) ~Gi IJ i C; Non- a i ~lt y - . [Prv] t' S .~atinn • 06 rv an s in No -Co 1i thj 1 IPE Freld Rep IPE CE IPE PM Contrac4or's Rep • . _ ~ - - - : - . . 7 INLAND ~ PACIFIC NUCLEAR GAUGE TEST RESULTS ENGINEERING Job Name Uv ct-~ IC t~ ~ IPE Job No. W.O. # Field Report No. Oate .3 d" F7 Tech. 1/'liL1 os= 3 gsg 3 Ms= 17 3 9t3 Test FL Below Wet Mofsture Dry Max Percent Pass Retest No. Location SG. Elev Density (Percent) Denslty Density Compaction or of (PCF) (PCF) Fail DT No. gU ~o ~cL~ ~ ~o ~~f ~ S ~ l~ l,1 ' fi-- 7 /,~zl G, / 111),6 U7 I rra. ~ S(°~, l~ ~~f On / 3 3 p ~a T N ZE . ~ ~~~~3q.o qs ~ ~ a~+-c~ 2~L( 7 1 0 1Y3, ~ 7 1~6:7 lIa o q6 17 ~Oc~, L-r - ►7' 4 ~T P, 14A *on Kr- S~' 1 s 7,s 49'.d 75 f Id S35 3~r l~ta~ 1 S f' l` ro n~~ l l~ l ~I 5 , , . , ; , c 4wdear.pn5 _ IY ~ r ~ 3iVtf1 53044H . ~ +i- g, ~ q- ~ W :5 ~ ~ qo a N - a ~ 'Q ~ ~ r aUv fs )I 4p ~~..i _ I ~~r ' r9 F ' r t f . r 4 INLAND PA~CIFiC QAILl~ FIEL'~ I~EP[3~1~T ~ ENGINEERING Date Inspectar's Daily Report Nsr.: - Arvival Tirrae ` IPE Project Na.: ~reauyer Page ho. o ~5' C7~~ ,ft.R+ I C1ient Local Representativef pE~orae t►urr~laer '1,k4KC . Geraeral Contractc7r Mfekepr7esenta ~-fv-eTp~one number --(IZ ~ In ~ - 5u'~cnntractor IPE Proje t Manage~rl ph ne number IRE Field RepresentatiVe Manpower & Equiqment Used gtl--w i.as T" v f~ I {~~.r v o . • Comrnents: (wnrkc campleted Apparently J(y).v- 6A14-C , 5,peoifications Prrrblems A their Sv1u#[vns) o n-:5 _ ~ , ACJI ~e-S. /7C}11 C761I' _ ~ cl= ~T r~ Ve~~ L~ c.~ ,.+en~ 1...~. 5►.+ ~ ~ _ \J C e5.... i A. "~'h. ~ 3 S''►.r rWr. 'I~.r r~~t+~~r f"'C ~S': . VL.a e- c JLl. ~ra &,t. 'S ~fS+r' Ok ~i h G. C A ~ S+ER Ii.C.e- ,WCJ'k n~s ItCS.v- C-'dIC v T +r^ -+6-r1 ta, G k C.a ~ r[PE FIELD REPRESEIVTATIVE Ci3NTFtACTL]R'S REPRESENTATiVE This document and referenced addenda are ta be cnnsidered prelirninary until reveiwed and signeri by the IPE constru ' n engineer an !flr IRE project manager. Date Date ~ • 1~l~ CO TR C ION ENGINEER IPE PRQ.]ECt AAANAGER , Carrespnnding Deficiency Report No: ' , • ` ; ~ INLAND PACIFIC DAILY FIELD REPORT ~ ENGINEERING Date ,~fvelQ,~ , Inspector's Oai{y Report No.f ~~l ~ ~ IPE Project No. r Page No. ot ~ . q.~-5101.-( Z- Comments: 4rnl,,,~;.,-.'a~-U~c,oA,. ~e. `an at f~w co.rrs~ ' (Work Completed ApparenUy -1-\ per Specifications Problems ~0~n Q~-c~G+ Q, r.~'~'~ and their Solutions) T 1 Z ~ A o~ GIA!~.S +G al~~e W? C,,~,,, l I ~ , 'I' 4L C` ~It ~ . C.cy./ T--S~ ~b IN,v; Aa A«Ti OJ► ~ ~--T`°' ~ ' V ~;'~-~s~ CLn , 6+ ;ar' 't'a f'eu~.c.lA', AV2.. Pc a'~' vJ o ~ A~-~~ • ,~_(;_L~~' ~n o A.,.. X ti S 1~~ n t D<nw V ► ~I a A °f ~1►~. c l a ~ s „C c't~' 4 1~ ! c A,, « < r ra H u 6t-_ c..`~ 1 Lt~ wisatXt M UM c~t.n s`.~"~i nT ~~~Q.2 P~ v ' r ~ICU c.h ~ ~,l a,s ~`n~.t. QV r' ~~Jt1 Q•n~ w.G~,~ FGUM J Gi ~{'n GR_S ~/1 G•. ~ (',~h+ tk7 c+~. 4fro -C li nc 0 1! a~'I n 1.11f, ~1 Cenn `q,u~ 10 IPE Feild Rep IPE CE IPE PM Contractor's Rep - _ . . . . - 7 INLAND jC PACIFIC NUCLEAR Gp►'UGE TEST RESl9'LTS E'NCINEERING Jab1►Carne !PE Jab Na. l W.Q. # . _ Fiefd Reqort No. Date =q"l Tech. 5'~cvc, Wldlu~m DS= 3571 T ~ ~ISy 1751 9 ~1 rar~ Test ~ ~F~. Be7ow 'Wet Moist.u~ dry Nlauc Peccent Pass Retest No. Le~~~i~~ 5G. Erev Density (Percent) Density en ty Compaction or vf 5-r~~~~v ~ - (PGF) {RCF) ~I~.4+~ , Fail [~T No. F,'ti..l ~r - IQ' r:bkti n+ ~ L~~i.- covr 1 T1Li-L-3 C-3 _Z3+6.-0 14 I, if.s (31, P sTA 2_q tac> ~ 3Of sr~9 2'Z* rC~ .3 .Z_ ! q [7 a-j" STA sTA 26 t 0 0 - - . ~ ~ r,tK+ 13.5~-7 .a 9~ ~ srA Vo+ s5 ~ i~ I-ept oz".U;SS E 1+~ 9.9 -'i , S' 13y2 15 9 ~ e,TA ~ 13' Ie~ sa'r5 r'7 D . e5TI9 z3-H~?- CU 1q:z+-~ .1,39.-7, jp l~r I-c-p'" og ~ y1(4S-,S- 07,1 13 (3. it- .:5mrA 'zI -t 5-T- . Zo ' ~ ~ o. I _ ~ , STA 2.....ot4&0 - y 19--`Left 6F STA 2 C7 -tm c5 p rr ~~M-2~, -7►4' l357-9 . . . . . . . . - - ~ ~ ~ - - P ` f ~ INLAN❑ ~ PACIFIC NUCLE,AR C;AUGE TEST IRESIJLTS EN+CSINEERIHG ,Job Name 91-!i~ ; - T41 nma--66P . !PE JoG N0. C~6 bur- l Vlf.O. # Field ReAnrt Hd. Date 0l`7 Tech. os= 3g 7I'g - MS= ~ Test Ft eelow Ylfet Mo3sture Dry Max Percerrt Pass Rstest No. Lvcation SG. Elev Denslty (Percent) Density Denst#y'Compaatic~n ar af [PCF] (PCF) ~ FaEl 'QT 1►fo. a rA t~"~7`~ Pv~.~+..►.$ - - r r ~ ~ 5TA 7'5 3 92- t -T ~232-7 93 STA , 2-S + ~ /(1 s-~~ ~.z+~~ --2- 6P6) 9 IL STA. 1z+ t` r~ ~ 92- _ S 'rA ~ ~ +,zr> . sTA +,2~0 -7, 2, I~~'►~ a STA. (q t'j C) , _ `r s ~~1 ► ~f 9'2-... - ~ - - - i I I _ I - cLvulear prn: •i - . , - _ ~ i v ~ ~ ~ ~ •.4 r rrAr BOLMOW . I • ~ ~ ~ CRRP~itC SGLE ~ ~ . .r~P:A~1~"D ~o~HOUrt tn ~ ~ u„PtA~'M ~ ~r, 1:g t LJ RVfRYlAI,~( 5D[IH ADD[i1QN' 8 ~ I 1~ ~y . ~ ~ 1 2 4 7' ;~t ! ~ v $ 4r f° dy- ~j .1034MOC6 ~ 2? 21 17 . . ~ ' " AVENUE ° ~ g~ • ~ _ ~.a=_ .v., ~ i vZ4 W1 ~ z 2 o ' ~ ~ c ~rcrr~ ►~rt~r ~ ~ ~ ~ RvIMar►u.x sncni ~nrnaN ~ ~ . ~ ~ Ii[ i ~ r D PLAT BOUNapRY~ ` f1 UNPt.a^ED r ~k If • ~ : WEa BY . , ~ ~ ~i s Ei7 INLANQ en PAClFIC DAILY FIELD REP'ORT ENGiN€ERINC Date ~ Cr~spector's Daily Re,~vrt Na.:16, Arr-ival Time ~ IPE 'Projeat Na.: ;I`~ , W-e-a-fF'IBr Pa9e ho. ~r Dl' ~ i Client Lvc . epre entaUvel phone number General Cantractor presen v$~ one r~u~~ 5ubcontracfior IPE Rrvjeclt~anagerl phane n her ~r~~ IPE Fie1d Representative ~ • tg- anpower & Equipment Used ~ ~ 74~~ ou 2110 14 r . ~ 7'aP' ~r~° rI_M. II' I.A.e-k i- S7)- r.P wo W4 ►~aPfd Comments: ~ (Work Completed Apparently 5 ~ 9 P~ A. ►~t ~'~3 oerSpecifiaatlans Rroblems / ~ / [r~~J! ` heir S-WutEona] ~ P' ►~'r,~_ av i bf.~~ j+•L ~~~r~t~ Y~~~ , . /fCa? IaLf' 17 A t.T t'.Y 19 P 7+G , ~ To 6 ~ ~,v ~T /E ~ ~ ~'J~ /r~v-~ f I~ ~ ~`v~. ~ ~ e:-.~ /1 A-L..~ Ic, -,n ,r- ~ ~ ~r ~ r .~,1'; ~ r' ~ ,3 ra ~ ~ ~ . f.~~~ _ ~ IPE FIEL[} F~EPRESEAI7A~'IVE CQN7RAGTOR'S REPRESENTAZIVE TPois dacument and referenced addenda are to be considered prellminary until reveiwed and signed by fhe IPE constnaction engineer a lor IPE project cnanager. _ Date pate { iz~ IP CC}IgTRl1GTIQN ENGII~EE~t IPE PRQJECT MAEJAGER ~ Correspanding Deficiency Report No: i 'I= INLAND - PACIFIC DAILY FIELD REPORT ic ENGINEERING ~ y 1 Date r2~y~~~ Inspector's Daily Report No.:A9 1s i IPE Project No. Page No. ~ or ~ Comments: (Woric Completed Apparently perSpecfficaUons,Problems /16? i ec P G/~ andtheirSotuti ns) 7C c k ri es.sr- s 7.e G~qwAk- 7za 9,6 14Zvti lpe, -r- Atj.L s c o r /,,r- c% e .5 14~c. v ,.t.0 ; ✓ ,~a-p /7~o k.G 4 e./f&A~ 1/,e ~&Iv,L ts.~•~,,~ ~i ,d ~a.f-~, ~o--~'~ Gl~e ~'..o~►a~~.r~ ~r° `i S i 7~ 7`C S~i~ 7`0 ~,t~ _ ~ /'O ~r /QS l~,d A •uJd ~c i ✓l~ ~J ~ ~f' ~~,c... .s L~~ . ~,1~~ ~ ~7`t~c.-i'' r~ ~`v~-.-Y► r~ a lo le S~/~.-s I Jp c.O e,-j,e ~ - , - ~ ~TG G- J~ ~ ~ ~s. Se e- hag.e. tlo' 6-r A s,~ZgL~- e~e , _ ~ W1R.1Ct MA1,01a. Ast5l-An 0 1s44, 04 d-~ ~ 5&44-Vk- IM IPE F,ald Rep IPE CE IPE PM Contractor's Rep ~ Frr-- ~ ~ ~Tw- ~ 26 [StI~[ ~ Cr 69' ►sg~r rs i o ~ ' ~ _ ~7~19 ~ I2X" ~ ; .d yt5a~~ '~.7~ 4.~ a 3 • ~v ~ 3d ~ - ? + g 6° j~X" ?Dtoal-T ~ f7 3~'~, . ~►c~~~`~ _)_3t5O c~_ ~ ~J , ; - ~~Gr! ~7~° ~ ----1-_..._~~~_ • J - ~27 6 ~ J~r+ ~ ~ , , - ~ .97 ; ~0 5 -0 3 A'~ ~ ~ i ~ v i . , . . . - - • ~ • - ~ - - ~ ~ ~NLANd ~ PACIFIC ENfGIA1EERIMG NUCLEAR GAUGE TEST ~ESULTS Jvb Name ~ I' L1 LL.) 0 IPE Job No. 16t7V'l W.CI. # Field Repart No. Date Tech. ' L7S= ~ e-)T'° ` . . _ . . Ms= °r 7q7& Test Ft Below Wet Moisture dry Max - Per-cent Pass Retest No. Locatlan SG. Efev Density (Percent) Density Density Cornpaction vr of fPCFJ (PCF) Fail DT No. C`,•r 1 r~ y ~ ~ ¢f7 IT P4 15-' 1713 p ~ ~ I -~5 L.1` S' 1 y ~ , a- ~'I 1 ~ ~ ~ ~ ~v r~~ r~nr►~ - - ~ ~ . , ~ ~ 1 ! 71-0o lZk /D' ~a ~ 7~•rj, ~ --F i 6 ~+l~ r_ r I `Q J~ 15t~a Ot I31/1 lo ~ ~ ~ ~ ~ . ~ Psi3D LLr' :;;"c tO 1 i IL.f ~~~,~3~ " ~ ' - tco Ki 1 ~ _ c~~ 1,00 C~ I Lr c vYiaear pns " r 7 : . ~ Lli7 INLAND ~ PACIFIC NUCLEAR GAUGE TEST RESULTS ~ ■ ENGINEERING Job Name R,h) P r- ~ aAl L/,P'~-- IPE Job No. 47iOn-l' w.o. u Field Report No. 11o Date -?$O-P,2 77 Tech. ~)F--//1-~ ! DS= g fTr ' i I nns= Test Ft Below Wet Moisture Ory Max Percent Pass Retest No. Location SG. Elev Denslty (Percent) Density Density Compaction or of iPCF1 (PCF) Fail DT No. ~J qj a1tow t Y l39A~ 9(~ F ~ f c9prSorJi1I` 13 r(7 F . ~ aof cmij- a tL/ W ~ ' . - c lnudear pm5 i # o~a 2nd :.T;CfTI01; i . L . , \.✓4f ~ a, +S, f ~ ~ ~ q •-~~«a.` ~ , + ° , ~M, ~ u ' ~ e~+ ~ ~ `7~~~~ S '~y ~ • . ~y K iL • ~ _ N ~ ~ 3 I S g r cc 'n ~ ~ • ~ ~ i~ _ ~s tiD_QGES LAhfE ~ Q E~~~f~ r~~•~ . 4 ~ , p ~ 0,0) ~ , f1 _ f ~ . • :,u' r'~' . t . ...~~~~.._..~~v~..I.= n. . ~.~~~..-r.....i. ~.sa~.-... ~ . ~'.s. ...Sr.. r.U - • : ~ I'~ 1 7l91NLAN0 _ ~ PACIFIC ENGINEERING < DAILY FIELD REPORT v~~„~ ~J ~ i'~► Ec~ c ~..n Date Inspectors Daily Report No.: y - 2.~1 - ~J 6 S, Ar,-ival Time " IPE Project No.: tql m, ~j6 0~31 Weatner rage ivo. or = s c) ' . w', ~s M a~ c►.n.,,~ v- o c.~a s. c o !,A / Client Local Representatlve/ phone number General Contractor 5it Representauve/ pn ne number Alty - V n GTtg~'t' C6 n4, 2 JL ''u.n 4. ' I Subcontractor IPE Project Manager/ phone number -Z8,V,%a~. A.6g~.o,~"' IPE Field Representative ~ t 5 W t jj 0^ Manpower & Equipment Used LLO Comments: /wnrlc Completed ApparenUy A.&Ih C!~ L\F O n $ i'T-., tn ki. n rn !J AQ 1e AA Qnt ipecificatfons Prvblems , their Solutions) ~:{A n~'t►-4 tc~~tr- o~ 2. G~G4S ~ r /c? + kw a IJ1`c \1 i ov S~ y 1 IQ..d `'o n...e..e,~ nnv.~ ~ aS Q~~ 1 c~.Qn s~ o~ ` 47~ 1,,. ~2.2 e~ t L. ,,,.M xi 11 LV R 'botn.t. AA [b.i. t%e. n..t i ~o ► l5 1/~~r-a4s 3 C6c&fi eh s r~vt~G• 4esf ineS~4s (9ela ~ Gl a ° ~ ~~ce MA-x- , , -~.e5~s 7~4-i Z6 ~ZS 12~~ r~eswl~s 9l ~ C+ ~r pa~r~ , IPE FIELD REPRESENTATIVE CONTRACTOR'S REPRESENTATIVE This document and referenced addenda are to be considered preliminary until reveiwed and signed by the IPE coristru 'on engineer and/or IPE project manager. - Oate Oate '5 I~ C"TRUCTION ENGINEER IPE PROJECT IVIANAGER ~ Corresponding Deficiency Report No: _ ~ _ - . ~ ~ . . . . RP.3 7s IN'LAND , PACIFIC NUCLEAR GAUGE TEST RESULTS ~ ENGINEERING Job Name JEE Job No. W.O. # Field Renort No. Date - Zq q~ Tech. S~ ~~eb^ DS= 37c14 -A- ~ . . MS= /-7 S-G 7 ~ Test Ft Below Wet Moisture Dry Max Percent Pass Retest: No. Lacatio~ SG. Elev Oensity (Percent) Density Oenstty Compaction or of ~ ; (PCF) (PCF) Fail DT No.; ~ G`g+ N ~'c ~ ~ 75 L-r1~ ~ ~ , ; C2I av(/ ~ ~1r75 LT' S' I ~l ra Zi ~ /vFSo fZra' - 1`-I 1, 7 ^ :2 z A OT #1 NA- ' 1 ~3 I ~ho6 A►tw -)S ' rj 5 ~(L ~ a5 .2s~sn `7-1' C, 2. p ~ ~-5 Al L 7,~~,~ /44o,7 ~ ~ Wf-5aer4' i4'/, , - ~ i~ or70~~/tr /r ~ , ~41~ . G4.,aea,.pms Q I1 Rh'EIZ,YAiJC 2Re :,ccmc,: ~ -_t1 I i ~ i S•' Q ~ ~ ~ N [ ~ . ~ O W tl O u . .,-;•~'::'~~r • ~ t''`"'' ~Zak . 1. ~l'77 ds~'~ ~ u S~ a ~ ' . . ~ . ~ ~ . ~ ~ d c. ~ • i . N ~ •iZ ~ { ! ~ ~ ~ y . ~ ~CA 5ti Q C u *j~ Y ~ ;•;.;i~~ - - - " ~ ~i ~ % .K ~ , NODGES LANE y ~ v 1`i y2.. 4 ~tlN - - - - - - - - - -y~ ~ ~ J"~a~ ♦ rV $ ---•-~..~a - - • - ' - . - - ell~ ~ ~NLAND je PACIFIC DA1LY FIELD REPVRT ENGINEERING Qate i lnspector"s Dal1y Report No.: Arrival'Time ~PE PrnJect Nv.: ea er page ho. ~ or 1 Client Lncal Representativel phvne nuranber ~,`r. wt ~ . ~e-~ ~ ~+r►..w~^~ General oan ~ctor STIFe-Representa iveTp-tone nurnber :J~~ r" j~o~ Subcontractor IPE Project N!' nagerl phone number IPE Field Representative IVlanpower & Equipment Used ~ ~ ~ ~ ►u~s~. Commen#s: [YVQric Completed Apparently C~yllI -°-etiecificatians Prublem$ ` 1e1r 5olutEons) ❑ y~l ~ ~.~1~. l~'~' ~ A'~~ ~ i~ i~+ ~ I~'.s!~ kl~. ~[-x i~~ 1k! -77tis- 46=9>.d C0+'4'L__ 01C.sn..11l--J-r a~ Fa~.+~~ A. C4rpzx>a( toE ► ! -~t~r i~. c~~ r~~ r~, ~7~ t-rz>o-74 ~4 r5 ~Y G ~ ~k:Li -L-t e-~ Eno= '[.4-~ . IPE FIEE,D REPRESENTATIVE COItlTElACT(]R'S REPRESENTATIVE This dacument and referenced addenda are ta be cansidered preiiminary until reveiwred and signed by the IPE construc ' engineer andlor . projec# manager. Date Date IP 7DNST~UCtImN ENGINEER fPEPROJECT 1V1ANACER Corresponding aeficiency Repnrt No: ` ~ , \ ~ - . - . 1 Lj7 INLAND ~ PACIFIC DAILY FIELD REPORT ~ ■ ENGINEERING Date 5-if 1-7 Inspectors Daily Report No.: l~ v~ Arrival Timb ~ ~ 3~ IPE Project No.: g6o~ 3_ ` 0"' ! 1►Ileatner 3 CCC/~IGi k4G~~f (od s i-age ivo. ~ or ~ Client Loca/l,~ presentative/ phone number ~r ~ ~it r~vt ~ 4.,,, - Generai Contractor Site Regres~taUVe/ phone number J !wc J o ~.a s~ ~~c~~-c c Subcontractor ' IPE Proje t Manager/l hone numbqr -~~-~o IPE Field Representa 've ' ~V~~~ Manpower & Equipment Used 3 ?J-M w 6 6 s 176u 84-6 P,Utoat Gv~C~~ 8EAlinl0 Comments: (Work Completed ApparenUy lM-tt~6-;o 6'rVSI-n5 =To 111lvir-S~ie'o?'c 6A'~(6E Or- F~9x-wAIG pecificat(ons Problems ie(rSolutions) p~/1~ ~lTy LC'S'tS OW 51 06-W,4 L4 96ll4612A 1'r, S01(S QdTN(• S ~2s Y.5jq CAWMWFrG S X~-/ ~t-{~,~ ?~F~~ ~-lCal-~~~ ,p~I~! Sl7"y T~5'7 ~SG~LTs Sa ~i~P~ 6-~1~4~ f3~En -&Ou~ "19 rAl! o,~- 42A-,ja~(-r\l o-r- T'a~ -Q'' &-S kc-T's //V 7W-6 czrw = ~ /Lf t0 ~ ~ ~ ~7~ . G</~ ~✓~-l~f~~ TGf~ r~-f~~ s~ D~ S PV l~ 1AIRr An~4 1-117 -Eeic. 4uD C U~ . , ~IPE F LD REPRESENTATIVE CONTRACTOR'S REPRESENTATIVE l/ This document and referenced addenda are to be considered preliminary until reveiwed and signed by the IPE construction engineer ndlor IPE project manager. Date Date ~ z E C~STRUCTION ENGINEER IPE PROJECT IVIANAG R Corresponding Deficiency Report No: t , 7 INLAND PACIFIC DAILY FIELD REPORT ~ ENGINEERING Date Inspector's Daily Report No.: l~ , IPE Project IVo. q/ 06 3Page No. 72-- ot ~ ~ (O Comments: 1~~~~'D ~l~l-AT s'1 G~eGt/~1G{~ ~'u~(~D~ •~~4 (Work Completed ApparenUy perSpecificatlons Problems eiiErt(3 ) I~Pc--+/P.j6n -rio and tiVir ns) ' t~i~~~'G-~✓ Crsm o~rc~.~ 5 u~ r► c ~~~r l c smo ~~l~--r -n selelw, OI~7~1 /I/ %~6~"~-6~b~ ~i•f~ f ~~~5 Dr- A5~9-l.1-f SlDE-cvAiet~ 56? &6CiV ~Jx.), A/ v'V epW~ rz,6P ~U C4'Yw, -rqAr l W.- kter ~*Wel/ ! ~~•Ve Cr.wir,- Fr"w f~j f~C~C ~~GL• t~G !46 Gcrt4-l '7'~ -reg5nl G1- C~ t/ (o- C~ G4 UG/..Tl.d A-d . RAfFf~ -rWAl\1 //1/ C6wt P#C:r&0 d UrQ-- 096a, ~ /~~~Af, A5 S 1 vCw~ GK S G~ k4~ c,As M~~~ IV6, Mo c45 F04 G~~~ ~uC~,~sT~~ ~ ~/zrG ~~6~E ~fP~,~ ~ ~c~r S~, Jw*n SOl ~-s , GV ►1-refe ~ arYyl OPAG7' acr -rAt~eV rsm~--r -r1-f~- i,-vST A '434G-c< 1sK,lTv ~ PG~ C~~~ 1l~l.a ~ szk rl.4s cov76lvrs d Ac~~~ ieve 4 ---5u rmBr.6 w"4L- P Q,6- LW~Y -M 4A'Vr;r PAs5W6, 06nr.s/W I'ES -rs. wg ,A-e.sd Xg4vilaao Gf,(C G✓i 764 Z Cc, Pc6S oF sRa 60 S-MntMev S.N0 4v)1V6-) C.oNCl2~?'~c DlecKWAy .9~P(Lor4G~fEs ~o" aC- 1f11N1.i6tGM -lp 1n1.C446r Tt*'lG(C. IPE Feild Rep IPE CE IPE PM Contractor's Rep . 1 ~ INLAND PACIFIC ~ DAILY FIELD REPORT ENGINEERING Date Inspector's Daily Report No.: „ o S-a I_ q'] oLU Arrival Time IPE Project No.: la-'DO Iq Weatner rage No. or ~.Lrc. y e[,OvD yr ' ~ Client Local _gepr e ~~phone number ~~y~~ General Co tractor ~~s~ Si~te Representa7eI ~one numder ( vv1 c10 ~C'-f/~tE &~L[ C Subcontractor IPE Pro ect Man r/ honerlumber ' ~rLuC~ • 6~-A / ~S~ (a d0 IPE Field Representatlye ' Manpower & Equipment Used / !~4G_- Woe /Z0Aa-7Z- ,r,t-~-,oc ef Comments: . (Work Completed ApparenUy AP-RlL~'p 04) 3iTE TAD p--SpeciflcaUons Problems teirSolutlons) 75~77S. p&) ?1D6' u~+,L,C, ~Ud a2i~f,Ot .G'C~IL (07,74 1q,)1D1710xj , /A.)61ANf3 AUC-, ,301C. S77U- AJ&-&-L1S '/-0 144416- GtJA%EI~. A/~1~7.' ~I•t>!~ -E-~ ~tJ~T~/ ~dLt-EK- /,2•'00 (AP°/-ox.) eoArrzAe702 APG4.a6-0 u>A7z-'72- .41vD /2'XC.:~O (CannPa4--tf--'n~ cvcrfi A loual-E ►Zt)LLE-fZ., HAl.1D OpE"t2~TFp o caA9PAQ:-(10A1 zZ~AvS0-/ 76Z3 ~UEXE t~~2F02~~ )~D a~ . . TNE souTN CAST Si De vF IMDtAgA A1167 A►-Z SoUrHWtai ' 5tbES (OF WDiAn1A AUr RLI. "R: zTS FA l LE DCOo)PACTI ON Q F 402 `Yd OF PeOCTOYL l1AL.U(= , CONT~.'HC7a ►2 O5-3t7-1VED LC.11 Ll,Q.y, IPE FIELU REPRESENTATIVE CONTRACTOR'S REPRESENTATIVE This document and referenced addenda are to be considered preliminary until reveiwed and signed by the IPE construction engineer nd! r IPE project manager. Date Date / II~ C~VSTRUCTION ENGINEER IPE PROJECT MANAGER Corresponding Deficiency Report No: ~ ~ ■ a WE1NlINa ' PACIFIC / QA[LY FIELD REP(]RT I ~ Z ENGl1VEERING Date Inspectar's i]aily Repvrt No.: IPE Project No. ~r ~ 6~3 ~ s~ge ~vo. z or ~ Comments: AC.L 7m577-3 .cAm-urt`5. AvP-dQG PPL18INC, VdcbS wJtV-(F I ETE-C i {Wark Gompteted Apparently per5qsai#iaatlorisPciobiems 1 ~~'7GJ C--,/ZADF A&)b 8 "bEP774. E`II.r.Wt0e-- 1VAs CLT]1lTAdzr45lq . and their&alu#Ians) 7n D*CfJgS 4 SOW770AJ CU► TH T1V6- CW7l1ACI ~ ~62-9 ttC-40r. 911, 5-fir147 PFp¢7- T~ ATT&a1`IrD IY)AR F4k k`CFer9C-7s.C'E 6►U 4`19(664) Ale&7q:5. n` ~ 9 . , ( rrs r p nn o r - -C R W IPE Feiid Rep IPE GE IPE E'M Contractor's Rep 1• F c 1 ~ PLA; BOUNaW I a I GRAPHkC 5~'~1.E ~ R ~ Sm ZS 36 +.;NIP'ui711• D k T Pr - V] i+.) ~ ~ i I t-aur~au~rorrrr ,~j~ i~ ia FEEr y 1 I ~ ~ 8 fl I 1 Inch - SrJ rt RlVERiKlli.iC SM IDD'fT10N 0 y ~ 1 I ~ ~ ~ ~ tf~ • ~ . ~ 4 $ 1 z 7 1 Ay Yti~ ~s . 1 , , ~ ~ - _ ~ - -.~,...~...o.,,,~., . t ,.,,,.,..o.W . . . 1 f} r 7-777 J. VNPQCG!'C ~ 26 tl "~~a~~ j ~ ~dr ~ : : : • , . _ ~ . . ~ , INDI" Al1EHUE ~a~rrr ~ • - • ~!3,~~. ~r f ~~i/.:• ~ ~ m'~~sadr.~s-- 'u '~.~s~~~_s1`'" 1 ~ I ~ ~ I s ~ ~ y; 3 { k ~ r R ' S~CTrI ADOf1iQH • 1 2 ? 5 8 ~ ~ I 7 7 ~ . ~ •~iC ~ RIVfRYiIALX SQtT}1 ADDffl ~ ~ ~ ~ • ~ I :•i3 LK 12r.d AC:~i;10m J.,ti ur:Pe.:.Ma `r'6tl.t^Q P"ar ! C~i t. U':P:::--- Ev r ~ r,cx F'h! G6-fi b ol rUm R m nie aEMMMARx oescRreEa MET 7A OF 13 W TFE RlVFRIMFLK . . R EXTENSION PLANS sIFPRGSIED 6Y Je CGLRiTY WIY 16. 7g?S. . ~ IN[u4Na PaCIFIC DAILY FIELp REPaRT ENGINEERING aate Inspector's Daily Report'Na.: ) Arri►►aI Time ' IPE Project Hv,: 0l~63`r( . ]0,0.~ q( ea er , i-age tvo. ~ ot ~ t3~I~~-~~5~~d S" CEient l~ocal ~epreser~tativef phone nurr~her „N[ r Z6, , ~t r 1G~ kt4- m c- General Cvntraator Sife- epresentahane numner -JrM~~ Subcontractor„~~ IRE P~ct Managefl phone r~urraher /~I~ ~'"V-rA-1 p/ IPE field Representative Manpower & Equipment Llsed Na f"6C.-r 60c1,AA?6rVr a-AlSrrig . Comments: ~y ~y I {Worls Campleted 14ppa►ent]y ~ J':1 "C`~~ C~'4~5t~& G t7 T~&11 :91'r4r ~ (b5"°rrs d-ti! perS,pecifications Probfems • )eir So1utions) Drwsr7r~ ~r~t:~ns h4-r -rbig ~ ~~-r~ ~ ~--~'~~~4 ~s . ~ c~ 7~"~s ~•~lrr~~ ~~-1~-°~.~~'~~ ~~~4c-rtPJ e~aTh &-~H-rof~ ~~srr (96alv,~ EUAraa) X-/Vo ~L -r6cvr Gv6 suvmmarz,6o (t"g- , -rt e- xx) C404f9~5•~ ~~'G~" • ~ ~ ~ ~ ~ ~ L140r,65 ~ 1PE ELD REPRESENTATEVE CaNTRAGTQR'S REPRES'~N~'ATIAIE !1 This document and referencecl addenda are to be cocesidered prefiminary uretil reaeiwed and signed by the IPE canstruct~an er~gir~eer a Jr IPE projec# manager: Date oate IP DOPRLJCTIDN ENGINEER EPE RROJECT MANAGER Carresponding Deficieney Rspart Na: ~ . . . --•----_.._.~rtvil : 4~t 1 1=-w; , . PUT ~ aRAPHlC SGLE ~ , g; ~ so aa eo 110 UNIPIA~ ~ 'D ~ • v)l o] C I ( a~~ 1 O \-vNT rouwrvtr (D 8 iw OE ~ ~ ~ RNERINALK SiXTH ADDRION 2 3 4 a s 7 , . ix v cl a, to pI-9 , ~ ~ ► m~.~ . I . . - ~ ~ mwwoCc _ ~t l _ ~ _ 2! wav~eoec =A _ , x ' n _ =7 : INDUWA AVENUE s.~..~ ■ - _ -°~^r.a~.° R I ~ II i 1 2 3 1 2 3 4 5 d 7 ; I RrvZRWALK SON ,DOrnON FUVBW,.X SOM ,,DOMON o n ~ ~ Y wa eowm~ar ~ U,:P:A ^ED w ~ I . . ;z) 7--o ~ ~ a! .RIBM • _ ` ~ ' , ER111A1.K V r VEO 9Y , . . { . ~ ! ~ ~7 tNLP►ND PACIFIC ~ NUCLEAR GAUGE TEST RESULTS ~ ■ iC ENGINEERING JobName IPE.fobNo. GI~DU83-I W.O.# 2~► ~ a~ 3 ~ 2' ~~j~ Field Reoort No. n,~ Date Tech. DS= MS= (043 Ft, Below Wet Moisture Ory Max Percent Pass Retest Test percent) Density Density Compaction or of No. Location SG. Elev Density ( (PCF) (pCF) Fail DT No. S, s►o~ ~rv~~e,~ 5rn~wAt.;~ r~2,o 89 F 132,~ ~Z4, 3 ~ ..,StA• 2ot3S, Z~~ R-T l'C' . ~ at +rs 93 Z . -7 s 4 Zr'r~T 2 4-e~- ~ -~szn zZ ~ ~3i~ 2.4 -t 3 5 ZZ' ~t--T ( 3~. I ~ a~ 1 Z R. 2 I ~ ~st,~~~f~s, Z3'~e-r f - T z ZS,45 8 8 F' , ; SrA, c0 ~ } } 22' LT ; ~Z~,q G ~ f (Zv~ ~ ~ ~S F Q F l 30A t ~ r-sTn 7-6 4'3s, 7,4-` v ~ amuclear pn,s . ' 7 INLA'N D PACIFlC 1~14~L11' F1El~D REP~UR~' ~ ENGINEER1NG ~ [7ate inspeciwr's Dal1y Report Na.; Anival Titne IPE PCnject No.: ea er 'Page Rv, ~ or ~ Cf3ent :41res n~-.~ iGeneral Contra~c p~esen ~ one nuyn eer ,4~t~~<~~ ~!I~/y Subcvntractor J. ~y IPE ProfectManage 1 phone num er rg~ ~ ~ /c►Y ~~C3 IPE Field Rep ssntativ Manpawer & Equipment Wsed ° A16 m&3 or 66i,APPIW l d-nQ -r46 Carnment,s: p {Wark Complated Apparently -vf 1~~*~• ~ ~ ~'rt ~ ~i.7 ~ ~ J~~~. ~ r~ ~ti..~ P--^ Speciflcaklons Pr+oblems J~ ~,tiSlC.Si'lSIiJ}.EORS) o LJ ~ ~l~,~,,~O~ ~ ~ S7 ~~Q ~j' fir~~0y! +C~s~Y IlV n 44A'i~S 64z,-o-`T owr?-- (d- rrv 6) ~ A~W 1r 4{~~M4~-P 410 A&W ~~M~ ~6 771(65 IP FIE R6RESENTATIVE CONTFlACTDR'S REPiZESENTATIVE T'hls tlactrment and referenced addenda are to pe cnnsidered prelirninary untif reveiv+ied and signed hy the iPE constructio Wnglineer r IPE project manager. '~ate Date ~ IPE NENGE~IEER IP~ RRaJE~T ~AANACER Corresponding Defiicieracp Repor# N9: i t• L p I - • a~ ~M1i ~ ~V INLAAID PACIFIC DAIL'll FIELD REPORT ENG1NEERING lDate Iraspector's Qaily Repart No.; ?2- r ►ArNva1 Time IPE Praject Nv.: P~, r- U" . -_2, -5 oF~ge i~a. ~i'G' C~3 -1 ~er ' 0r F~v op..'~ (7,u:~,2pV l~ 4- Client Lvc ! Representativel p ne numher ,i ~ Aw~ i ~c ~•r~ ~ 4&, 7, 74-00 General Carratra toc 01 epreser~ ve p orr number ~4 N`/ r~o7~ 416 " 57R 1F Subcontraator IPE Project Managerl phone number ZN tAIv V A-rPU-&;r- -4s i:1,- CIr4~(C IPE Ftetd Representative Marr,power & Equipment Used 1 Comments: ' -kCotnpls#edApparently A-t. e= e- I [..=-r`s r-2Af. 750~F~-- O-Q~CTcoJ ;pecifloatlans Prnhlems and their Svlutions) f-_A= S+ ~j~ ►ti7 Pr L- t~ -.SLn2!>G !~►°r-F.7~ %~1 e4'~i2_► ~t a._ . r-- e- ~oe- tM~ $r aer.•]~.-rL G'E~ ~c..► ►..i ~ o~.~ --F6u7 L~ cDn*, 5 r-PE 1 n! [ai Pr r4.[A 4~.s [-N O r.d c- 01.4 L17- ~ 5 a L7 0. ~f~ .1~►~r'~E~~,C~--t_.. t.J ;~c ~,~„~~-u',Fk~r c~ ►..f . I~ IY! t F~reJ ro ~ fPE F!E'LD REPRESENTATIVE GOWTRAC7[7R'S REPRESENTATIVE This documeni and r-eferenced addenda are to be cansidereci preliminary untIl reVeiwed and signed by the EPE , cvnstruction engineer ~n ar lPE pr+ojeet manager. ~ Qate date , IR 1 QNc~M4,1CTIOIV ENGINEER k'PE PRI7JEGT 11AANAf3ER 17- Corcesponding Deficiency Repart No: , - • ~ ~'f-~ ~ INLAND PACIFI+G DAILY FIELO REP[]RT ENGINEERING pate enSpQctors aaiiy Re,~~rt No.: Z~.~. Projece No. Page Na. ot _ ~-1 -a- 4- Comment.s: f ~ C~b (Work Completed Apparen'tsy . per SpecMcatians Rrnblems 0 i a~. 4-1 ~r r[=' andthelr&afutivras} ~yd ' r IV2 6Z-F~- A- ((~n.~ lF.~ ~:J~, C~~'~. I I ~7 ~ o rk~~- ~~-G~ ,r ) ~.1 1 ~-.l ~ ~ w (2{.-vo- f.ie-e- r:)~A~.It~ ~ cg?~r* ZOf)-D -TW iSf7"` ~ ~ s - Qi1- fif ~ g { reje o n at[aro bs s s In - ilv 1 ; . y _ N C) 41V IPE Feifcl Rep 1PE CE IF'E F'M Corstractor's Rep ' ' i~, ' l:~' ~ r ~ %7= ~NLAND ~ PAG1~~C NUCLEAR +G►4UGE TEST RESULTS . ~ ENGINEERINC Jo'b E1ame #~.c-P w PLLr IPE Job No. 9CvbiE53-1 W.O. # . Fieid Reoort No. '2S I~ ,-N Date - i 7 recn. Ds= S Ms- 1-77os 3'est Ffi. Below iNet Molstaure Dry •Mac Percent Rass Retest Na. Locadon SG. Elev Density (Perc$nQ Qensity Density Compactian or af (PCF) (PCF) Fai! OT No. SIT,I-i'~O a s!, ar A ~ f ( ~z-t-sc> ° (3 ~ rj 7 ~C W~ 4-1~ ~ ~w S~ Sp•~ 5d~ 13~j,(v I MS.) 1091~ 95 j ~ 13-7, z 5.(,) lz35 9(' )35•f ~S i L-T ~ rZ9r2_ +-vv 4.-T " - - ` ~ ~ ~ 7.7 )2 ~ ~ 5w ~ r ~ -4 1267 s 9s .u, ~ Cv° / 1 ?94 9 5;. ' ~ ~ 75 ~V S'wr ~~$,Ga ~~7,'~ 1'[~ ~ aVwraear pm' C3 .~...~..e.~• ~~e ~,~nia ~I ~ ~ `RdC?: g R ~ ~ ~W 40- co ~ HOfJGES LANE ~ • '~y -r6-5'r ~ a I~l~rwt d~,~- ~ f~"~'~l~Xr ~►~-r~ G~okrl ni ~ $ r~ n ~ . ..v.....`~...._._ - Il~l_~rN 0 4 PA rCENG,NEER,NG CIFIC D►41LY FIELD RE~'ORT aate 9 7 insRectors.oaily Reporc No.: Z14 ~ - ArNva1 Time IPE Project Na.: c. nL 9Le-afkier - - 'Page Ao. ~ or Client l. ~P oaal Representativei phor~e r~uinber Genecal Contractor e ep sen~v ane num6-er60 T~'( c~G(r~~tlSrf~ Subcon#ractor lPE Pr+pjec't Mat~ager/ phone number ~ fK4~ 6 41,[ SoV 4,5 -1:1y ~P_,4,o [PE Field Representative Manpower & Equiprraent Used Camments: {Work Campleted Rpparently ~-C'f> +r, r.1 t•1-~t~c 7 e_~ e fz Ea-~ , • ~.Specificat3vns Prnhlems `#helr5olut[Qns) o~ ~r,~~~..3s~~.Pc~, ' P~Pe~sa.~~~ g,~.3 t n_~ f~ r r~ ~.r A•. 1~'csu~ r j5-Ns'. vC-- ~t, rJ Ir'd e, 1Yrpa -c--L, a-c.. , T-H A-r U) 1 L- L Iv oi~-=D 7-o C''oAyLEhr--r-G-zD DJ~ic~'~ ~t ~ ~L~.. . rn d ~S UAI L6 TO K es--7-s Z7r.1 c P- C-'~ IPE FIELD REPEtESEIVT,R,TIVE CC?NTfiACTOR'S REPRESENTATIYE 7°his document and referenced addenda are to be considered preliminary unUl reveiwed and sigcsed by the IPE consf.ructipn engineer andlor IPE project manager. Date ~te C.. +CNSTRtJCYION ENGiNEER lRE PROJECT fVT►qNAGER Correspanding Deficiemcy Re,port Na: J ~ 7 INLAND ~ PACIFIC DAILY FIELD REPORT ENGINEERING GZ/Y~Gt/,i~'~/C Date Inspector's Daily Report No.: ~S Arrival Tlme IPE Project No.: vveather rage No. or C4-c:Fr--e, , 7ot / 2 Client ;61 Re pres ntative/ phone number ~l/t,~ ? Z~ General Contractor epres n ve p ne numner W 46 U-nG~ir~ Subcontractor I ~ IPE Project ManageN phone number Jf4'C d-d~Jl/5~J 1.8h/C'"l16 BP-c)L2-E /4o,,~raO-o ~}~''CoBdU IPE Field Representative ,k /t,ZSO,J r-& cc-,L Manpower & Equipment Used Comments: (Work Completed ApparenUy A0Z2,1 0 atJ 5 f Th_ To d35~ v~ " ' SpecfficaUons Problems theirSoluUons) F: -„e- .4-.j b f}-PPaor~c-H-o-S -0,-J lna a ~~►-,J s~ . dj_EF-r w N- To .u ~ o e+.ic, c,! of= -\c~ ,4,.1 s o,.l Ca►.1 ~ e~ ~ /~I Fo~~.,~ E n ...c TFt~.T# T1+E 5 u r3 2~rr Nl ~62«t t~ i?Oi►'L. STi, ~/'~SQ To 7~ tC~~ i~C~ ~S Tc~ • ~60- C~o,.... P✓;c.iL~~~ C7n /SLff~ -Q p N44 ~ ~ 7ru~'~-~ ' ~OJ ~ Y~LsaA h~ l -7: 00 a.,.L, 64~ V i5 /t ~ Cpo'I -3000 F-S , IPE FIELD R&RESENTATIVE CONTRACTOR'S REPRESENTATIVE This document and referenced addenda are to be considered preliminary until reveiwed and signed by the IPE construction engineer a lor IPE project manager. . Date _ Date YEO ST UCTION ENGINEER IPE PROJECT IVIANAGER Corresponding Deficiency Report No: I ~ 1 ~ 1~1LANa ~ ~ PACIFIC DAILY FIELD REPORT ~ ENGENEER[NG Qate Ii1SpBCtQIlS DaII]I RepO1`t N0.: IPE IProect No. Page Na. ot - -s - 1 ~ ~ ~omments: a?s [Wvrk Completed Apparently per6pecFflcatlvns PrnfrlQrns ~ -7 : 3O and their 5olutivnsy ° -T_2_0C_K__ ol 11--: 9 P ~FrSS`T~ A-ra L'> CAST A-k2~=_ AL-, C. Ot," P ~/4w ~ A-5 h4- _ L''.D P'y' 0 F-7- y.s °T-y ' S r ~ ~ r99 eo,~ ~ ~ t s ~ ~ ~ ~~r 'P~-) a ~ ~ Pc~~-s~ r= 4r-Y' S S ;~+-1 o A-~~ ►~►J A - s &w r4u~L-e-V H-P, p- F-C) 2- 6a 0 -,o , Concrete tickets available upon request: Non-Conforrning lterns: (Projectar StantRard Spectticstion C]bgerved Constxuction is in ' Afon-Campl[ance w1#h) , A_ 7q- Lx ? A-lz, 1 o Pc) L, Nr G-r} T' ~ Pr~~►~~ C~'~~~ " , Q~~~ ~~e rr - IPE Feild Rep IPE CE IPE PM Contractor's Rep CE~JTR_',`1,. PRE~MI)C CONCRETE CQ. • em) P.c~ 6ox 33&6 Dispatch Direct (5L}~) 533ap208 5pnkane, Vva, ss2zo-s3ss ~Business ~7ifce(509) 534-fi221 ~UST~MER C~PY Sn4•S3' 'ITED 1NARFiAkTY WARNING ' +only lishiliiy of CenlraT F~re-M+x Concrete Ca for product Fresh cancrefe - leritatmg to the skm 6 eyes WATER ADD .ePecC is She retum of the purchase pnce. In no avent shall Contafn~ Pnrtland Cemenl Cent~l Rre-Mix Concre9e Co Ie liable for anp direct, indirect, Avoid conlact +nnth eyes and prolenged carrlact wtth skin pDDPTla irscidenial or consequential damages r~ulfi ng irom the use Prolonged cantacl +nn1h wet conerete may cause hurns CpryCRE7 of 1he ~r~ucts or an g aut nf 6reach aT any vrarraniy Af1 Wearruhber~oisandglovas lncaseufccrnlactwlh stain claims fer damage r shorlages rnus3 he made within 24 or eyres, ilush iharoughty wilh water ~Buyers age haurs nf de3Nery a da not assurrta respemsihili~ fnc arry If ireitation persists, get medi~l atteniivn. redur.ed Stfe daman~ ~vond f curhlme/ KEEP CHILDREW AWAY! AVE P F A VEJp ~ B SBTE S~SCHARGE FINISN E7ISCHARGE ARRIVE Pi.ASdT ~ A7 JOB AUQED 4CRE IV EDf - ~ DTHER RDpITI Q Q BY x qC*,r- TEST CYiINDER Buyer's Agent receipt of concrete and approvaf Qf any added items. grder Hv. Cust. Na. CPM Praject ryv. Custamer POfJoh No. TIC}SET NO. Ofiver :32 38400C 6503~ h9 TKE f; Customer Oefirrery Address Date •_EOHNSf1N faFMFNT e„ ONTF"t! ._iEM ' RIVFRWRf k' I 09-JllN-97 Delivery Instruetions - C~1~! ~'E X ~i ~il~ ~ ~ap z°n~ ~ Load Atv Dehvered Qty Order CniI Produet Cade Prociuct aescriptinn Unft price Arnnunt ~ 10.00 f0o 0o 8-[]. 10 3] 2f ST isf_11"7 3000##3/4" 10.00 19001 REC;U6_A7ORY SUFtGH Laad Size AAix Na. Mix Description Siump Type CC E1se Ti ruck PlantlSales Tax ' 10.00 3121 CO"f 3000#~3/4 " ~ C) 0. 0~=f ,I n_EW1- ; '*rpTAL ouE - - - - o - - - _ - .T .s _ - - - ~ - - I - ~ SA1'CH i 41"ICKET Wa'l°F=R "f RTMS: WpTFR/YD:i: - 2d`,~. 0 ORiIFR:, 32 , AGOREGATF TARC=E7 AC:TL!A1_ SfATUS MOTST ADi`1IX TR TAROET ACTIJAL S7ATt TARE 7ERO TARE e ERO CSE. SNCJ. 7565 LB 7600 IN 7EptL f-R, 5% GAI.Q UMCI . 00 % oL V 1 fV "rt FTNF SiVD 13744 LB 13700 I N Tf aL 2. 9% MBAFA 100 % 55 07 55 I N T( 2 3l4 31926 LR 3196Cf IIV TOL_ 1 a 0% I J TARE 221 TARF IERO TARF 7EFt0 TAkE 7 ~'RCi 3-AG-II s 4000 LB :4985 T1ti1 TOL C01_D WTR *1 1.774 L.H 1768 Th1 T~ 6-FLYRSH 5000 L~ 4985 T1V TOL - TARF 7FRO TAFtE 7FRO lniA7FR ALLOWF'D A`!' JOBSI TE = 24 CAC. eNI) T i MF_ 6: 43; 15 , o• , CENTR - PRE-M!X CONCRETc CO. F. P.o Box 3366 Dispatch Direct (509) 533-0208 M Spokane, Wa. 99220-3366 Business Office(509) 534-622~1 CUSTOMER COPI Sno-131 8l93 . 'AITED WARRANTY WARNING e only liabdity of Ceniral Pre-vlix Concrete Co. for product Fresh concrele - Irntating to ihe skin d eyes WATER ADDEO AT CUSTOMER'S OWN RISK ..etect is the teturn of the purehasa price In no event sfiafl Contains PoAland Cement Central Pre-Mix Concrete Co be tiable (or any direct, indirect, Avoid contact wilh eyes and prolonged contact wnth skm ADDITIONAL WATER ADOED TO THIS Incidental or consequentiaf damages resuiting from ihe use Prolonged coniacl with wet conerete may cause burns. CONCRETE WILL REDUCE ITS STRENGTH of the producis or ansing out of breach of any warranty. All Wearrubtrerbootsandgloves.lncaseofcontactwithskin claims tor damages or sfioAages must be made wiihin 24 or eyes, nush thoroughiy Nmh vrater. Buyers agent agrees to accept responsibility for hours of delivery.We do not assume responsibiliry for any If irritation persists, get medical attention fedUCed Strength due to watef added abOVe design damaae bevond Ihe curb line. KEEP CHILOREN AWAYI LEAVE PLANT RRIVE JOB SITE START DISCHARGE FINISH OISCHARGE ARRIVE PLANT ARRIVED AT JOB WITN INCH SLUMP 7 : ~ ADDED / GAL WATER AT CUSTOMER REQUEST. ~ ~ • ■ ~ 7 • RECEIVED OTHER ADDITIONS C eY X ~ TEST CYLINDERS TAKEN Buyer's Agent receipt of concrete and approval of any added items. Order No. Cust. No. CPM Project No. Customer PO/Job No. TICKET NO. Driver :~84QCiC C6S~~4 IQ ~~e2 Customer Delivery Address Date ,.ii"►HNSON CFMFNT Ci_V'I"R iJ1 M I I:RT VCRWAI k: c`r9- _II_IN-97 Oelivery Instructions :j 4lNap Z(na rlN MIS7IuN ~ Load Qty Delivered Qty Order Qtv Product Code Product Description Unit Price Amount ~ ] 0e 00 20.00 :3cae 10 :31?1 ST i_ i.iM 3000#3l41- 10. 0C► 19001 FiF r;Ul_A7ORY SURr_:H ' 0 qw/r,/ Load Size Mix No. Mix Description Slump Type CC Use Truck IPlantlSales Tax 10.00 3121 1,T GOM :{000#3/4" ~ G 0.0) S'[tiEWiAL :~i-OTALDUE ~ RATCH Ir-tTICKET WAl"FFZ TRIMS: WATE'Fl/YD:.~: - 20e 0 ORDFR: e :31 + AC:GFtEGATE TARC:ET ACTi_!Al_ S7A"fi!s Moi fi"f ACIM I X TR TARGET AC:TUAL S7ATI l'ARE ZERO TARF ZFFtO GSF.ShID< 7565 LB 7600 IN TOL 5% GAI_C.IUM0. 0t> 0 coZ 0 TN 7i F]:NF SNT1 13744 L A 13860 ] N 7OL 2.9% P1RAFA 100 % 55 OZ 55 IN Ti 7. 3/4 31926 I_E+ 31$40 IN 7QL 1.0% % % l'AFcF ZERLI T'AFcE 7FRO TAFtE 7_ERO TARE ZFRr, 3-A _r,-- I J S 4000 I_ Ei 4010 T N T'OI Ci+IL D WTR 1774 L 8 1768 1 N l"i 6-Ft_YASH 5000 LP 5000 T N 1-01._ TARF ZERO TARF 7ERO WATFFc ALLGWED AT JOuS I TF : 9-4 r.;A1_ ENLI T T ME 6:55: 50 . 0 CENrR`.,. PRE-Mlx CC)NCRETC CC], ' • pi;F. P.❑ aQx 3366 ❑ispatch Direct (509) 533-0208 . mi Spakane, Wa. 99220-3356 Busine5s C]ffce(509) 534-6221 cUsrvMEa CaPY p_-.,s, errs 'Teo w►uRRnNTr wARNiNG anly 6ia6ilrly aT Ceniral Pre-fvlix Cvncrele Ca for praduet Fresh concre3e - Imtating m Ehn skm d. eyes WATER A0[`Ed AT CU$'TOMER'S OWlil RISIC deTeci is Iha return of the purchase price In no evrnl shall CanSajns Porlland Cement Central Prsduiix Concrete Co. ha lialsle farany duec[, induert, Avvid contact +,wth epes and prnlonged cantac[ with skin AQOITI[)NAC WATER ADDE[7 TO TNIS @neidsmal or consequantisl damaBes rssulting Tram the usa Pralnngsd cantact rnlh +net cancreSs may cause 6ums CONGFiETE WILL REDUCE lT5 STRENGTN af the prodaats or ansing out af hreach aT sny warranSy. All Wearrubler boutsandglnves In easeaTcuniactrvilhskin claims fnr damagas er shortsges musi he made vvithm 24 or ey$s, Tluah thoroughly wvilh water 8upers ageni agree5 4o aCCepf r8sponsi bility for • hours oP delivery.We dn not assums responsihihty For any Ii irriSaSlnn persis3s, get medical a3tention reduced sirength dlfe t[a t~f added ab6ve design damsae Gsvnnd 1he curb lirte. FtEER CHIlDREN AWAYI IJE PLA T RIVEJOB SIT Si' ~ ARTb19CHAFiG - FIN15H OISCFfARGE ARRIVE RLANT kRRIVEO AT,d~ WtTH IHCH SLl1MP k06Ea 6AL WA7ER AT CUSTOMER ltEaUE5T. ■ ■ s ~ I 1 r AELEIVEDX OTHER RDOITIOKS BY F_~ TEST CYL1NmERS TAkCEN Buyer's IAgent rece9pt af cancreke and appror►al of any added items. ❑rder Nv. Cust. IVa. CPM Project Rla. Custvmer POfJab No. TICi(ET NO. C1river ;-Q, 3~:4c~c:~( 6~C~~F ~.1AY C Custnmer JDelivery Address Date JOHNSON CFMFhEI" Cia+NTRI •_kFM I RTVFRWAi. K 09-JUN-97 oefiVery Instructions ~ ~+1ap zDrP~ Oh! ~l 7 Ir~N ~E ~ Laad OtV Qeliaet'ed RtY Oeder Qtv Produet Code Product []escription LIniII Price Amount ~ 10.00 30.00 80 , 11) 3121 ST GOM C-000#'3/4" tCs. 0c) 1<~00 i REs;UI_ATOFiY S63RL.H ~ c~ Load Sixe Mix No. hlix Description Slump Type CC Use Truck Piantl5ales7ax 1~~. C~4~ 3i2l ST Crirvi -3~rC9r~# -e/4" ~ 0 0.0) ~IL~FWr~L 9~5 _jorALnuE HRTGH :??T'I[:KFT WRTEh 1RxMSeWA7FR1YD.'~::- 20.0 r;1RDFFt,.. :32 AGGE~EGF7TF_ TRRGET ACTUAL STAIk 3S WfC.I IST A13MI X TR `fARf;ET FtG7UAk_ STA°f' TARF IFRO TARE Z EFtiD CSF. SiVD, 7565 LB 7480 Ih! T01_ 3, 5% CAF_C.1I iM0. 00 % Cy oz 4:a IN `F' FINF Sh1D I3744 LB 13700 rfW TO1. 2.9"/. i"IBAwA 100 1 `'~5 07 55 1N T 314 21926 I_B 31900 :[N Tt'if. l . 0i: J . ~ T'ARF xkRO l"ARF 'IERO TAFtE Z ~'FtCl 1"ARF. ZFRC:+ ;~-AG-TT S 4000 I_B 4005 IfV TtIL sa'OL D WTR *1 1,774 LB 1772 IN Y ~.~-F'I_YA'-;hI 5000 L8 4995 IN TUi_ TAFfk= ZrFtO TARF ZFRO WA7'ER ALLUWE"ID Al' JOBSTTE: 24 AAL E{VD TTME 7; 19: 10 ~ ~ CENTR"'. PRE-M!X CONCRET" CO. , PpE Dis atch Direct 533-0208 ► M~ P.O Box 3366 p (509) CUSTOMER COPY spokane, wa. 99220-3366 Business Office(509) 534-6221 ~t 11 8l95 ITED WARRANTY WARNING e onty liabiliry of Central PreaVlix Concrete Co. for product Fresh concrete - Imtatmg to the skin d eyes. WATER ADDED AT CUSTOMER'S OWN RISK defeet is the refurn of the purehase price In no event shall Contains PoRland Cement Ceniral Pre-Mix Concrete Co. be liable for any direct, indirect. Avoid contact vnlh eyes and prolonged contact with skin. ADDITIONAL WATER ADDEO TO THIS incidental or consequential damages resuNing from the use Prolonged contact with wet concrete may cause bums. CONCRETE WILL REDUCE ITS STRENGTH of the products or ansing out of breaeh of any warranty. All Wearrubberbootsandgloves.lncaseofcontaetwithskin claims for damages or shortages must be made within 24 or eyes, llush thoroughly with water. Buyers agent agrees to a t feSpOtlslbility fOf hours of delivery.We do not assume responsibility for any If frritation persists, get medical ariention. feduCed Stfength due t0 f added aboVe deslgn. damaoe bevond the curb line. XEEP CHILDREN AWAYI LEAV: P ~VE :OB TE START DISCHqFtC~, FINISH DISCHARGE ARRIVE PLANT AT JOB WITH INCH SLUMP ~ ~ h ~ r ~ ADDEO GAL WAT AT CUSTOMER REGUEST. ~ ■ ■ . RECiIVED X OT ADDITIONS BY Q TEST CYLINDERS TAKEN Buyer's Agent receip~'6f concrete n~pr~6al of any added items. Order No. Cust. No. CPM Project No. Customer`f'Olae"o. TICKET NO. Driver 1:~1 3$400C A_ 504~ I_1!KE W Customer Oelivery Address Date , h',I-#N~i'iN CFMFNI" 07iNTR/ ,_IIM I RIVFRWAI. K I 09-._n_IN-:77 Delivery Instructions - a Zo r~N M 1S~: Z~iN P ~ Load QtV Delivered Qtv Order Qtv Product Code Product Description Unit Price Amount j 10. 00 4c1e c10 :?0e ] n :ii 2i. ;.~T Ci iM 3000#3/4" 1(). 00 1~'~00i RFC,! ii A'fr..IRY SiJRr:H k ' (1 Load Size Mix No. Mix Description Slump Type CC Use Truck Plant Sales Tax - tG. C►t~ 3121 - qT C~~M '~Ut~C~#~i/4" 4I U 0.0) SIDFW~~_ '~'i•:~~..OTALDUE EiATCH ::}~-sTlC k:E'1" WA"I'FR l"R]'MZ,:WATCk1YI13:- 20.0 ORDER:. 32 Ar_;r.:RFr;ATE TARGFT ArTi_iAL STA'ftJS* MCi Is"f AOM I X TR 7ARGF"f At_:TI.iAL STA"f i TAFtE 7FRO TARE NO"fZEFtU C:SE. SNDo 7565 LB 7480 IN Tr"_ 5% CALGIUM0. 00 0 OZ G iN T, FINF SIVLl ] 3144 LP 134,20 ]'N T13I. 2. 9% MRAFA 100 % 55 UZ 5ci IIV T, ? 3/4 3i926 i_E+ 31 900 IN T01_ 1.0% % TARF. 7.. ERO 7AR .F. 2EkO TAFcE 7_ERO 7ARfz- 7_ERO T 40oO LE 4000 l'N TCil COLD WTR #1 1774 18 1772 iM Ti 6-FI..YASH 9000 i_RE 4980 i N 7OL_ TAFtF ZFFtO TARE ZFRO WATEFt AI_L_OWFD AT .JnRSI TE : 24 r_;AI_ ENn T I ME 7:29:16 Q . CENTR-PRE-MIX CONCRET" CC3. " ~ F. • P.o Bnx 3366 Dispatch Direct (509) 533-0208 cusrvnn~~ capr Spokane,lNa. 99220-3356 B~usiness O~f'ice(509) 534-6221 s•~+~~ VM WARRANTY WARNING ' ~IY Ilahildy of Ceniral Pre-vlix Guncrete Co for prnduc} Fresh cenereta - Imtating to the skrn & eyes WATIER ACIDED AT CUSTOMER'S O1M11 RI$IC °zdi= sB lfie rsturn nF ihs purehase pnce In na even[ shal! Contains Pprtland Cement f'I gWix Concrete Go be 1is61a fvr any direcl, indirecf, Avoid conSact vrith eyes and praf onged cantacl +nnth skin ppp1TEONQC WATER AOBEd Fa THIS br ennsequentiat damages resuliing Trnm fhe use Prolonged conlaat vnih vmet conurets maq oause hums CONCRUE WILL REDLCE 9TS STRENG7H °f dull, Pfillfucfs or ansartg ou9 of breach vf any+uvarranty AlI WearruI)her bceolsand gloves Inease olepntactwnlhskin ~fil7 dsmages or shartages must 6e made mEhm 24 ar eyes, Tlush thoroughy mnsh water. Buyees agent agrees to acoeqt responsibdiiy fior ~41 d0llvery,We dv rsot assume respansihdity far any tf irrttatinn persisfs, gat medical atlentirrn reduCed strer¢gCh due to pter addad abave design da`"`uw118_h4ltond 1ha curB hns KErzP CHILOREN AWAYI lLEA E PLANT ARRIVE JOB SITE SZART O15C GE FIAl15F6 OISCH ARRIVE j4ADDED AF JAS WlTH *7l fHL~f 5LI1MP ~ ER Ad CUSTQA7ER REflIlEST • ~ ~ ~ ~ ■ ~ RECEIVED x DTHER ADS oe Buyer's ent reaeipt nf cc~nerete and approvaE of any added items. TEST CYLfN[1ER5 TAKEN - Or~"Ni,i, Cvst. IYo. CPM Projeet No. Custnmer P[11Jab IYo. fiICKET HC?. Driver :32 3$;400C 1,5~'~6~ STEVE T ~nipr Deliuery Address Date ._~[*)I_lNq[ tN CE'MFhll' CFDNTR/ 4 iIM ~R1 VFRWAI_ K I09-,JI IN--97 ~ ti Y Instructions Z I~1 1 `,t, i Cf~+k ~s,~} ~p ~'4 1Q~'Q3Y DefiYered Qty Order @ty Prnduct Code Product pe5cription unit pricQ Rmount ~ ~ ('ti ~ cio 70q 0t7 80k i f) '3121 ST COM ,'~000#'D!4„ ~ it, oo p~'~0C)1 REE;l ILA'f ORY i URC!-i Lead &14e Mix Nv. Mix pescription 51ump Type CC Use Truck Pianf SaFes Tax - l4 oC i 1 ? t fiT C:~r~l 3C~CoC~# 3! 4" 4 C~ Cf . C~-5 ST 1:6~'WF~I_ 9~3 o7aLauE ~ - - - - - - - _l.o------~A-~.~~----- ~ DA-WH 45TIC}<ET WR"€"LI, 1"R1M'-;:WAI"FRIYD3:- 20a0 ORL]FR:. 3;,~ ACRCAlRECA7E 7ARGF T Ar:TUAl_ STA7US h70T5°f RC+MIX TR TARf;FT AC:TUAL 5l'FiTI TARF 7ERC, 7ARF "l'~RO SIVD. 7565 I_19 7520 'CiV 701_ 3. 5% CALCIUMQ. 0[~ % 0 iiz I1V Tt FIW SEhlD 13744 1. P 13640 FN T'OL 2. 9% MPAPA 7oo % 55 nz 5 T N "f'~ 2 :2~r° 4 ~?1~'a121, l_'8 31900 i N T6:Eh I n C'1 ~ % `fARF ZER("r TRRE LFF2O =~-F~1"~-~ T ~ TAR~: ZEFit:~ TF1f~E 3`"i ~-F1 4t~0s~ ~.1~ 4~~t'~~t IN T'E_ r~O[ L~ w~`f~ a~ 3 1774 I. O 1770 i kV Ti YRSH 5000 1.9 4995 I3V TOL TARF 7FRO TAE2E 7EF2C+ '&!AT"i~R AI _P.OWED AT JOi=iSiTFs 24 ~'SAI_ EIVD T TI'"1E 9928122 0 . CENTR _ PRE-M!X CONCRET^ CO. ~RE P.o Box 3366 Dispatch Direct (509) 533-0208 spokane, wa. 99220-3366 Business Office(509) 534-6221 CUSTOMER COP ~po•131 q8,195 MI IMITED WARRANTY WARNING ` i he only liability of Central Pre-Mix Conerete Co for producl Fresh concrete - Irritating to the skin 3 eyes WATER ADDED AT CUSTOMER'S OWN RISK defect is the retum of Ihe purchase pnce In no event shall Contains PoAland Cement Central Pre-Mix Concrete Co. be liabte(orany direct, induect, Avoid contact wnth eyes and prolonged contact with swn. ppDITIONAL WATER ADDED TO THIS incidental or consequential damages resulting from the use Prolonged contact with wet concrete may cause burns. CONCRETE WILL REDUCE ITS STRENGTH of the products or arising out of breach of any wananty. All Wear rubber boots and gloves Incaseofcontactwnthskin claims for damages or shoAages must be made within 24 or eyes, nusn tnoroughly with water. Buyers agent agrees to acc f25Fbove Iblllty fof hours oi delivery We do not assume responsibility for any tf irtitation persists, get medical attention. f2duC ength due t wa ~ dd deslgn: damaae bevond Ihe curb line. KEEP CHILDREN AWAYI LEAVE PLANT ARRIVE JOB SIT START DISC E FINISH OISCHARGE ARRIVE PLAN ~7AD B WRH MP ADOWA TPR AT CUSTOMER REQUEST. v ~ ~ _ ~I ■ ■ . RE6EIVED ~ OTHONS BY XEST CYLINDERS TAKEN Buyer's Rgent receipt of concrete and approval of any added items. Order No. Cust. No. I CPM Project No. Customer POlJob No. TICKET NO. ~Driver ~ /ti~0~ ~TEVF T 32 :.j:i4 Customer IDelivery Address Date ~!':~-._~N-~~7 ...IriHNSi W i~E= MFNT ~.'ONT~t I T M F~ I V~='FtWF~I K. Delivery Instructions Map Zone C~N M I~~:'[ CiN ~4 34 ~ Load Qty Oetivered Qtv Order QtV Product Code Product Description Unit Price Amount ~ 10.0o 90oc1o t?o. aCi 31,•?1. ST C'i7M ;-C000#3/4" 1 C). 00 t 9ciU l RF_i;UI _A"f i'iF;Y L;UFtCH :200, 0i1 72::~:=, *#*;3.5"FXF;*#* G Load Size Mix No. Mix Description Slump Type CC Use Truck Sates Tax 1C.~.C~(~ 3t2l r-5T r..:r_~M iCfC)C)#:i/~}" 4 Ci C)oG:tr,EW~lI;Plantl • OTALDUE PAT~:H 57T]'~~KET' WATER TRl M'~.~:WATER/YC~L:a -:'c°~. c~~ i=ikl"~~='Fte o :;:r Ar_;C;RFGATF TARGET AGTUAL S7ATUS MOI ST ArJM I X TR TAFiGF T Ar_:Ti iAL STF TARF xFRC, l"ARE' Z.FRO ` i_SF. SNLi. 751ac 1_Pi 7640 IN T0I.. 3.5% CAi..r_:iilMC>. C►G 0 07 C) IN FItVF SNP ] 3744 L 8 :378f1 ]'N 1"OI . 2.9% MBAFA 100 55 t.-~7 IiV :i/4 31'."-~'.'6 LA :{17~~C~ IN TQI_ 1, C~% _ ~ % TqRE ZFRO TARF ZERO TARE ZFRI'J 7ARF ZFFtO :3-Ar- S 4000 LP 4010 I fV TOL COL D WTFt # 1 1774 I B 1774 I IV !h-FL_YASH 5000 I_B 4985 :[IV T'OI. "fAFtF. 7. E'RO TARF 7 .F.FtO WATER AlJ_nWFD AT JOBSI TE : 24 0AI_ EIVri T Z ME i 0::i4: 58 (j II I ~ ~ CENTR'- PRE-M!X CONCRET^ CO. ~ 68M5 P.o Box 3366 Dispatch Direct (509) 533-0208 Spokane, Wa. 99220-3366 Business Offce(509) 534-622~1 CUSTOMER COPI sao•1~ MITED WARRANTY WARNING, .ie only liability of Ceniral Pre-Mix Concrete Co for product Fresh concrete - Irntating to ihe skin 3 eyes. WQTER ADDED AT CUSTOMER'S OWN RISK defect is Ihe return ot the purehase price In no event shall Contains PoAland Cement. Central Pre-Mix Concrete Co. be liable forany direct, indirect, Avoid contact wnth eyes and prolonged contact with skin. ineidental or consequential damages resulting from Ihe use Prolonged cont ADDITIONAL WATER ADDED TO THIS act with wet concrete may cause burns. CONCRETE WILL REDUCE ITS STRENGTH of the produets or arising out of breach of any warranty. All Wearrubberbootsandgloves.lneaseofcontaciwithsldn claims for damages or shoAages must be made withm 24 or eyes, (lush lhoroughly with water. Buyet'S agent agrees t0 aCCept fesponSlblldy (or hours of delivery.We do not assume responsibility for any If irritation persists, get medical attention. feduCed strength ~ d t~ef added above desi9n damaae bevond the curb line. KEEP CHILDREN AWAYI • -LEAVE PLANT ARRIVE J08 ITE START DISCHARGE FINISH DISCHARGE ARRIVE PLANT AT JOB VYfTH ~f INCH SLUMP ■ J 1• ■ , ~ ADOED;~.d GAL WaTER AT CUSTOMER REGUEST. RECEIVED OTHER ADDITI S ~l BY &_~bm~ / TEST CYLINDERS TAKEN Buyer's t roeipt of concrete and.approval of any added items. Order No. Cust. No. CPMroject No. Customer PO/Job No. TICKET NO. Driver 32 38 440C ' 65 C,8 ._inF V I Customer Delivery Address Date i0HN ;0N GEMFNT i1i--INTR/ .J r M IRI VE= RWAL K I o9-,_ILIN-97 Delivery Instructions ' - . f;iN h1 I~;~; T r~N i~aP Z~'~ ~ Load Qty Delivered Qty Order Qty Product Code Product Description Unit Price Amount ~ ~ 10.00 100.00 130. 10 ::A]..? i. '=,T COM 3000#3/411 1 C). 00 t 900 1 RFOi u_ATnRY SURrH • c~ Load Size Mix No. Mix Description Slump ~ Type CC Use Truck Plant Sales Tax ~ iC~, :~1?i ST r:~ ~M :j~~GC~# i/411 C> t)e GSIL~hW~j._ OTALDUE HATC•H 59T I CKE T WATFR l"R1 MS = WATEFc/YP3: - 2n o0 ORDE'R = e 32 Ar_•r_•RFr_,ATE l"ARGET AGTi iAL STATUS MOIST ADMI X 7R TAFcC;F"f ACTUAI_ STAT TARF "IL=RO TARF 7FFtO r":SF. SNOe 7:5-'+5 I_9 7480 IIV 7i'jI_ :io 5% GAI_GYUM0. 00 % 0 CiZ C) IN 7 F I NE SNII 13744 L b ] 37Uc7 I N TOl. 2e9% MPAEA 100 % 55 OZ 55 I N T 2 3/4 741926 I_B 31980 iN 'fGl_ 1.0% % % 'fARF :i/50 TARE 7i=RO TARE ZERO TAFcE ZFRO :3-AG-T I S 4000 LP ~_975 ]'IV TCiI i:iOLD WTR #i 1774 1.8 ] 780 rN 7 15-Fi_YASH 5000 LB 4985 I N 'fOL TARF 71=Rn T'AFtF ZFRO WATFR qi _i_OWED AT .JOHS I TF = 23 r_;AI_ FND T I MF 10: s i: 44 ' 4 ` F . CENTRPRE-M!X CONCRET~' CO. . . . PRE F ' M P.O Box 3366 Dispatch Direct (509) 533-0208 CUSTOMER COPY Spokane, Wa. 99220-3366 Business Office(509) 534-6221 .SpO-7 J1 8195 ~ VIITED WARRANTY WARNING ' e only Iiability of Central Pre-Mix Concrete Co. for product Fresh concrete - Irntating to the skin d eyes. WATER ADDED AT CUSTOMER'S OWN RISK aefect is Ihe retum of the purchase prlce. In no event shall Contains PoAland Cement Central Pre-Mix Conerete Co. be liable for any direct, indirecl, Avoid contact vnlh eyes and prolonged contact wnth skin. ADDITIONAL WATER ADDED TO THIS incidental or eonsequential damages resulling (rom the use Prolonged eontact with wet conerete may cause burns. CONCRETE WILL REDUCE ITS STRENGTH of the products or ansmg out of breach of any wamanty. All Wearrubberbootsandgloves.lncaseofeontactwithsldn claims for damages or shortages must be made within 24 or eyes, llush thoroughty with water. Buyers agent agr22s to aCCept fesponsibiliiy fol hours ot delivery.We do not assume responsibility for arry If irritation persists, get medical attention. fedUCed strength due t0 tef added eboVe destgn. damaoe bevond the eurb Ime KEEP CHILDREN AWAYI L LEAVE ARRIVE JO~ ~TL AEtT D1S FINISH DISCHARGE ARRIV: PLANT AT 8 WfTH INCH SLUMP • . ADDED ~ GAL WATER AT CUSTOMER REQUEST. -6--C r• RECEIVEO OTHER ADDITIONS BY ~ TEST CYLJNDERS'TAKEk Buyer's Agent receipt of concrete and approval of any added items. - Order No. Cust. No. CPM Project No. Customer PO/Job No. 5 TICKET NO. Driver 32 38400C 4>50._Iqy r . Customer ' lDelivery Address ' Date -_iOHN SON _r.F MFNT GnNTR i I M I R I VERWALK , I 09-._iUN-97 Delivery Instructions ~VIaP Z~ g C~N M i~;S i _~I~ ~4 4 ~ Load Qty Delivered Qty Order Qty Product Code Product Description Unit Price - Amount ~ I 10, n0 11.0.00 130. 10 3121 Sl' i_ OM 340(')##3/4" 10.00 1900 1 RF.r;i ii _ATOFtY Si!FcrH ~ ' 4 . ~ry , ' Load Size Miz No. Mix Description Slump Type CC Use ~Truck ;Plant~salesOTALDUE Tax iC~. C,c, 31 2i = T C:~~M .i~~C~~~##.:e/4~~ 4 C, C►. G:~ ~:IrIEW cPATCH 637rCKE7 WATFR TR]'MS: WATFR/YD'3: -2c_1. U ORDER:. Ar.;r_;REC~ATF TAFc_;F7 AC'fI.~AI_ '~TATI!`~ MC~ iS7 ALIMZ X TFc TAFct~FT Ar..:T1.iAi_ STA'f TAFcF 7.FRn TARF ZERO' GSF. SND. 756.9 1_B 7520 iN Trq_ 3. 5% r_:AI_CIUMU. 00 % C> GZ U FN T F I NF SPID 13744 L H 13C,80 T N Tl-_1I 9% MBAF A ] U0 % 55 OZ. 55 I N T 2 3/4 31926 I.E+ 31940 IN fOL 1.0% - % . TARE '7.EFt4 TAkE IF.RO " TARE ZF_RG TARF_ 7_ERCi 3-AG- r I ` 4000 L H 4010 I N TOL COU WTR # 1 1774 L P 1.768 N T 6-FI_YASH 5040 LH 4985 IN 7CU_ 7ARF 7ERO TARF 7FR0 WATER Ai _i_OWFp AT ..InAfi I TE: 24 GAI_ END T i MF 1 1= i 6= 44 0 CENTR, " PRE-MIX CONCRET CO, ~ • ` p~~ - ~ P.0 Box 3366 Dispatch Direct (509) 533-0208 5pokane, Wa. 99220-3366 B~asiness QfFice(5D9) 534-6221 CUSTaNIER CGPY 5vo-+a+ eras +!]TED WARRANTY 1NARNING e rsnly lishdity of Central Rre-Mix Cnrtcrele Ca for producl Frash cancrata - lrntating to the skm & eyes WATER ADDE'O AT CLISTOMER'$ OIAiN RI51C ae4ect Es the return o( the purahase pnee, In na sdent shall Cortains Portland Cament Can3rel Pre-Wlix Canarete Cu. ha liable for sny di rect, indirecS, AvaEd conlact +m1h eyes and prplknged cpntaeY +rri1h skin qppITiQNAL WRTEF4 ADAED T[d THI5 incidensal ar consequeniiaf damages resulting [ram the use Prolnnged conias:t wrlh wei corscrete may eause bums CONCRETE WILL RE041CE IT5 STRENGTH af the praducfs ar ansing out ni 4reach nf any vrarranly Atl Wearruhber hoQssand glaves.lncaseaf cnntactvwih skin claims for damages nr shartages muss be made withm 24 ns eyes, fiush [hQroughly mth watar 8uyer's agenE agrees to ascept rr.sponsiLility for haurs of delnrery We dn nat a-me rasponsib[lity for any If irnfation persfsYs, ge1 mediCal atSentiDn. [edUCECj 5tf~ngtFk dll$ t i~2 1° 3 ded ~1bnVE desigfl, damaoe be~rand 1he curb line 1SEER CHfLDREN AWAVI LEAVE P4ANT AR[~tEVEJOB SITE START [315CkARGF FIN15Fi~5CWARGE ARRIVE PLAhIT ~AT ~JOBH r CH SL13klP ~I+ ~ ~ ~ ~ ■ ~ ~ ~ ~ ~ ■ ~ ~ ~ ■ A[)QED ATER AT CUSTI]MER RE4llE5T. RECEIVEp x OTFIER Am0W5 ~Y MIEST CYCJHQERS TA1[EH 8uyer' gent receipt vf cancrete and appro►ral of any atlded iterns. Order No. Cust. No. { GPA~ Project ~In. Customer PDIJvb No. TICKET NO. Dr[ver I '~~~IC) C~''~ 6 50 8 ~STEVE T Customer pelivery Address Date ,JOWNSOhl CFMFNT COPWTRJ JiM RiVFRWAf.l~ 09-JUN-~'i'7 Delivery Instructions a Trne fil~i I"1I SS't C'rhl p 34 Load Qty Delivered Qtv Deder Qty Prnduct Code Rrnduct (]escnptaan Unrt Price Amount 104 ~0 120.00 1:~*. 10 3121 *~;T CnM :~*00# ir4« 1 C). Ca t `'aoC) 1 REGI_ILATI"iRl" SURCH ~ Load Sixe Mix Rfo. Mix [7escraptian S[ump Typa ~c Use Teuck Planf SalesTatt 0.00 4'~1 'Sf f:~li"! : a#k /4" 4 0.0) SI L1FIn~ ~L. 9;~ OTRL GuE f - - - - - - - - - - - - - - - - - - - - - - - - - - PATCH 65TTC1;ET WAIFR jRx I"ISs WATF'RlYD'~: - i0n 0 OhDER=. pr,r,REr;A7E TARGE1" AC T]JAr.. 5?"ATi iS MO'i S1" ADMi X TR TAFtGET ACT4lAl_ Sl"A-{ TARF ZFRCI TARE TFRI± C-SF, SNrl. 75,55 1_8 7620 IN TOt_ 3. 5% CAI..G,[UM0.00 % ta CEz 4 IN -f FTNF= SND ]':~744 I IR 13720 IN TOL 2.9']. MAAFA ] 00 1: 55 OZ 55 TP! l •f• 314 31926 LO 31920 IN 'TC'L 1 . a7% Y. "FRRF 244 TARE ZFRO i"AfiF lEfdO TARE ZIV-RO ~.~-Ai3-1I S 4000 LP `3990 7N Tf1L +'OL G WTR *1 1774 EB 3768 IN l 6-FI..YASH 5000 LwB 4~'i'=i0 N TOL TARF 7ERl, TARF ZERO WATER AE_I_OWED AT JORSI TE: 24 GAt F-h3D TX MF~ 11: S1: 33 0 ~ . ~ ~ 71NLAND . PACIFIC DAILY FIELD REPORT I ~ ENGINEERING Date Inspectors Daily Report No.: ?-2s -9 -7 2co Arrival Time IPE Project No.: AloorJ 9&0R3 weatner page l30. ot Cc~ 1 z- Clfent . Locaf Representative/ phone number u~{~U p11 4 y~~ General Contractor Site e resenv P/ one num er rn~?AaM:r4 DE,.ILi Y a,) ~a 1 41& c.o -~~s4 Subcontractor IPE Project ManageN phone number ' IPE Field Representatlve ( (O4 eCIJ Manpower & Equipment Used l - ~eE-r►~ , .Dc--,..I r..1K t~ o -rn►,~ Comments: • oricCompletedApparently ~ VIS i-rE~ S,Tqe T-o G+Ecr TH-F 1?.ooE.4 6reA-0r,J4 E)f= r SpecfficaUons Problems _...itheirSolutions) T,p.~D ~ QLys, G~P_w-DEY~ Tr, ~ SP-cC1~rcF1~~o nl~ Qpl "~F_ A-PPP~iIcO # ,a-..1S A,,~ ~ C- ~ IE k6C-oe-c~, i40Dr io L E,@dtpL,J(=. vYie-• *&n 04,U Cac.r_ tF_G ~f'~( T~1'{-c ~~C TH-c Pn.1I> ~JSC]rv' ~Ff~ sr~~o _ Ll~ F~, r~ nlo~ k. ►.l~w t-}°„~ -ri+e 5,~ ~p~ u~- E To "t3~ 'r3J , L.T . US ,ab .4 Cu ~e.~a.Ir ~ T o F R►q-&S!~ 3~~v~T To TF+e 5 iTE St~o ~~n Tt-FC U4-6oP~EeS t,v HF ~ 7tfE 1r}'0~ 1T1o~1~ ErP-A. D it-l b l,J fl-S 77O~D • c,A.- IPE FIELD REPRESENTATIVE CONTRACTOR'S REPRESENTATIVE This document and referenced addenda are to be constdered preliminary until reveiwed and signed by the IPE constructi n enginee4an or IPE project manager. 0 Date Date I CON RUCTION ENGINEER IPE PROJECT IIAANAGER Corresponding Deficiency Report No: ~ . - ~ . • . ~ ~ ~ ~ w.a eouNDAnv ~ W ` P'J.^ iJt: -T r r ~ -r~-------- ~ I( I~ I ~ 11 1 \-vut 3ou+mwtr r~ ~V i I i ~ I a I i i O RPfERwAI1t SOCiN ADOttlp~i-- I ~I~~ ~Ir ~ It ~4) ~o I ~ 2 3 ""'4 8 6 7 --sEw~x vs3c°rt suarur. L D$ 7 --~J yi . ~ f~ T - 7 ~ ' . ~ ~ I-~Tr rr ~ e wJi,.,_ J ~ ' I ~ ~r ~-~--~6~ai~t,~1~► -1--- ~ToJ3''.»~ ~ -+---r ~fF~ITAN~CT AAVENUE T ~ ( ~ P ~ _W_.~. _ . • . .w - ~ L~_._...~. ; ~ -~=-~---;r-- - r - r4~-----~--- ~~--~-T~ ---x--- L ~ • ' ~ i ~ ~ _ _ ' ~ s '1---- ' i ; ~ , i ' i ~ ~ P~~-► I ~ 8 I 3 2 4 d ~ ; l%N I~ RIVE7t11wJ~ socfH ADDrttoN- 3 j~~i 1 ` i~ (~O2 a SOCrM AotlTlot~ 7 ~ ~ ~ WAnR ~ . o- -d, f---, ' _ •c~_. ' ~ ~ ~ Rf:ER::':LK 12r:d ACJIT 101"I'l 121 - ~ ~ ~ < r - ~ _ Zp~ . , A ' . . QOmNO ao' VKoE i r-;-L ~ w,vER CAMuorr t UP:PiATTED ~'r'~' /I PUT BOUI4WZY ~ . Jt:PL'.~ ~ C ~ RIVERWALK SIXTH ADDITION GPAMIC SCAU IPE #96083 DATE ~ 2S , ~997 (wW) PAGE = OF z REPORT No. 2co ~ % 7 INLAND . PACIFIC DAILY FIELD REPORT I ~ ENGINEERING 7-r4 Oate Inspector's Daily Report No.: `7-ZS-9'7 27 Arcival Time IPE Project No.: • Weatner rage No. 1 or Z - Client . Local Representatlve/ phone number Yl') I 1GE 40MCF IVI „cr-- Co _ General Contractor $i~lZepesen~ve phone num er MoL) ►4-►7-1-rIl 0- P.AEs-7-- -4[n4o-s-79-4 Subcontractor IPE Project ManageN phone number IPE Fiel Representative ~r,J f>c=, Manpower & Equipment Used . 1`Io.,JG- a..l S,r1-- Q- -M n., ~r- Br-- I/,S,T Comments: ~rkCompletedApparenUy . L-C SL-~ 70 C► ~,eRA~~lb rSpecffications Problems and their SoluUons) pajc6 A T>C) o Kfo'r ' ~m ~'~GTc•~L-F_- Tff'~ ~>l LT ~ t DF.-c.. ~ A-~.~ ~ TI`fC • 1V ~~'f`t! R~~DPcP~! ~...f _J,I A/L 'I- Ani.o C.J i L L &,~C-O At'.CUQc) i a e=, To A-dA-i c..~ c..c- 56C- A-r,-,4c-tt0~ MPP Pt=>P- 1:)&7-A, C~ . IPE FIELD REPRESENTATIVE CONTRACTOR'S REPRESENTATIVE This document and referenced addenda are to be considered preliminary until reveiwed and signed by the IPE constru tion engineer ndlor IPE project manager. Date Date E C S RUCTION ENGINEER IPE PROJECT IVIANAGER Corresponding Deficiency Report No: ' ir TjC-S rIfo rJ T t1~~ !~J ti::Ptn`+'E")' I , ~ i ~ '•0 4 SAT ecL-*anr ti I j ~rr-vrr f'~-.- ' ~ ~ ~t, , ~~~2 ~ ' r ~ r W I+ I►r ~ i ti ► ~"~'~~~ar~'i - ~ I a `'i _ J"r_-. ~ ._.,..:....,.►:r=,c=:~'° ~ ~e `x • ~-.d~TY~ __•.~.,a- 1 _ I ~ ~'Z`~,,.~ _--~T"' _ . w ra ° " an '-s I"Z j ~ _,M1_ ~ ~L° • T--` ~ ~ ,-~'~~~s~ ~ t~ ~ tf_-~_; ~ ~ ~ ~ ~ }p~QRM~~ ~ ~ ~ FasWOE ~ p ~ ~c ---k'- ]C 'tn, ► 1 ~ ; . . ~6`- _y_.'~ , ~ ~ r' Ar T! 2 3 ~ ~ _ ~~-~t ra- _ Mr wmot' ~Try;,uc ~1~,;fl ~%^t~►~:~~ __27` ,rE~ /f j L'lTPiA~~D ~ ~,~yp~ 1 f I po A~.~ ~~H ADDIT1C~h~ ~CT RI'~~.R ~~t~83 I~~ ~ 9`7 DATE - ~ ~ 00 PAGE ~ C►F - ~ t0,'~' , REFORT 0:'7 ~ INLAND PACIFIC DAILY FIELD REPORT ENGINEERING CL Date nspecto s a epo o.: ~ Zw",9,~P- 070 Arrival 71me ' IPE Project No.: Weather Page No. Of Lr.'!s Client Local RepresentaUve/Phone No. General Contractor Site Representatlve/Phone No. ~ B~7~P ~era.~. S/G Subcontractor IPE Project iWanageNPhone No. IPE Field Representative i~L'/ / P U►J'C~I Manpower 8 Equipment Used / /o e 1't4 to.,.._~- c.7 0` Comments: (wonc oompleted eppare,rty Q1"tI'e o/ /G--Z- per spepficatrons, problems and Iheir solutions) / ~ Sn C CG~ T~ -aDeao 12 17-1 S D/`f 5~ 71`i A, Cc~Gt D1 .7c : r? A4~-r'~ v C LC 1-1 , T+`.r, r.t.) tf 17 W ze la A-302-0. ,1,e ri • ~ -Zn IPE FIELD REPRESENTATIVE CONTRACTOR'S REPRESENTATIVE This document and referenced addenda are to be considered preliminary until reviewed and signed by the IPE construction engineer and/or IPE project manager. TI.= ~ IPE TRyC ON ENGINEER IPE PROJECT MANAGER /F Corresponding Deliciency Report No.: REV 8/97 J:IFORMSIMATERIAL RPT.DOC p mc sciuX ° - , - ~ . . ~ Igo RIVERWALK 6TH ADDITION ; sEC. 8, T.2 _.~...~.I , a 5 N., R-45 E.Y.M. S'~REET ~e DRAIIVAGE PLA1~S - mvut me _ ~ ; - ' 5 6 7 ~ f~~. - ~7--- •---q------ -X- ~?►yLA~ ___-~~~q~~~ - xi I 1 • . Y - . i 2 ~ ~ 4 y g ~ "i_.. 1Ad r~ro t ~ PJVUMAEX =fTS•IMtkA ~ ms rcLL x s.c w~ ec ~m , _ -4--~--------- -°-___t -^I ; ~ rxai~.m.a _ M1• - ' ' ~ 1kPPRi71IfA1AlE COGA'fiON Or E7057. ir l I; M1C. IRRIG7LA6N l1HE CJII-L ~LlOuliE~ • . ~ ' +A IRH[CAIiaH Q15FR[CT O 824-3655 ASHCRAFf PRIDR Tp , , y - INLAND PACEFIG DMT+Y T'IELD Ri.~~~RT ENGINEERIWG Date nspecte s Oa y eport o.: 9 Arri►ral Time ' iPE Prajeet No.: Weather Page No. 0f Clfent Local RepreserrtaS►telPhone Ha. General Contractor 5ite itepresentath+e(Phone Ho. 5u6cnntraetnr IPE Prvje6t ManagertPhona o. IRE FEeld Represantatide Manpower & Equipment Llsed ' - ~ - C"omments: [4Vorh OonRlstad flpparBnllY / A ✓ P ~ /r.`~~ c~ ./1 ~ 0 ~ SQ,f &-e J k ver sped6u~s. mbksms md ftrr sodnansl 141'' .CJ t r ~2 L/~P ~.~~st d~qa, ~ ~a -se eo Gt./-s_L i ~ T~~, /~I~~•r a ~'-eaJ r~~• C~~~~, ~ o~~ ~ ~ a - r•.~' ~ ~-r _ e e- c- ~ ' ~ lRF FIELD FiEFRESEN'FATI C[}N7FiACT[}iV$ REPRESEHTATIVE This dacument and referenced addenda are to be cansidered preliminary unfil revaewed and s'sgned by the IPE ccrnstructivn errgineer andlar IPE projeet manager. -3r ~ l~,Tj43 IFE ~~'N5T '~!(?N ENGIN~ER IPE PRt]J~£~` dVI~AF~A~GER CorrespoRding DeficUncy Report Na.: REIA. 8I97 J:1FClRMS1MATERIAL RPT.DQC fLj= iraLANa jC PACIF[C NUCl.EAR GAUCE TEST RESULTS i■ ENGINEERING J ~r at~lllaerte lPE Job No. J~4ztT-/ W.a. # Fiefd Reonr# No. Date Tech. DS- -?710~7 ' - M S= . Test F#. Be1ow "viet Moisture Qry Max Percen$ Rass Retest No. L,acatJon SG. Elev Density (Percent) Qensity Density Compactiqn ar of [PCF] . (RCF) Fail OT No. ~ -59i ~ - ~-G"~f.-~'•'~G L)7~.~ Ityl. G ~ ~q' 13qr1-1 P • c rnuagar pns > > . z ~ t°° 4!!!~ RIVERWALK 6TH ADDITION 1. I ; • SEC. 8, T.25 N., R.45 E.,W.M. STREET & DRAINAGE PLANS ~9--..- zvr~wax s~xn+ aoomor+ i .ow c ' p. ~ 4 ~ 5 6 ~ 8~ ~ I d O j~~ L wro~ CuOCLe " - I ~ \ ~v .or e+..a • . 1 ~ ~ ~ r~wo uut _ Y p"l 6 ' ~ 5~ • . - ----s- y~ ' , • r - t~i ' , ~ ~ ~ • j . . . r---~-'- ----~~T- --=-r ~ - _ _ • _[tj ;_il..~ , E' • _ ' ,-x--- POND-x Z --a--- ---x 4 5 - s - , ~ LL- JJ r ~11 ~ C"_'~~ ~ • ! • 7WP g ~o i 1 ;i , a O - • i • ' ~ , ~~=Z.wS!`I'y ~ 5~ z` I ~ i 2 RNERWNJC SDCM ADOfpON ~ roo CLL oc sae suu eE oamninrD ~ , vam t ' J a' cwr~nm avM ws a•v a+ .~I,w.~, ~ : ~o cat . : . ~.TY~ , - - ' " . . - - , ; spcmrcADDNI ►~"s ; APPROWM,E LOCA,C, OF DW. AG IR/tIGATON LINL GLLL CONSOL1WiED . _ q • IRRrA71pN OISTR1Ci O 924-1855 AiTEN110N BOB /SNCRAFT PPoOR TO . CONSiRUCf10N • ~ ♦ . i / ~ • . . y INLAND PACIFIC DAILY FIELD REPORT ENGINEERING Ag6g~gglgl ~ 6z&- Date nspectors Daily Report o.: Arrival Ttrhe IPE ProJect No.: . Weather Page No. / Of -.3 Client Local RepresentaUve/Phone No. Generat Contractor / Site Representatlve/Phone No. /~'G C S71 Subcontractor IPE Proje Manager/Phone No. IPE Ffeld Representative / Manpower & Equipment Used M~.► ,t2~Z-eVl ~ Ti ,~IE' Coe / ~ Comments: ~ (work oomPletea eppareny, 73 Per speelfcatlons, {xoblems ~ erW Iheu soMians) ~ ~ LJ' SGLJ~'~ "Sr~ / U/~Gti~/ ~ ~~•t~l _ . ,oop n /I Si ~ Q, /S~ r /`O Acp~ /,-L, o+~ /1J vi.n oo' T"'l~.c 1w TD C~(v-e C cy 7'G2 ~IPE FIELD REPRESENTATW CONTRACTOR'S REPRESENTATNE This document and referenced addenda are to be cons(dered preliminary until reviewed and signed by the IPE construction engineer and/or IPE proJect manager. Co 71'CON17RUCTION ENGINEER IPE P- v ' Corresponding Deficiency Report No.: REV. 8/97 J:IFORMSIMATERIAL RPT.DOC I Lj7 INLANO ~ PACIFIC NUCLEAR GAUGE TEST RESULTS • ~ ENGINEERING ~~or-a&e 3 I Job Name Ae/1J'Pe-/.? ) cL IPE Job No. &0R?l W.O. # Field Reoort No. - Date Tech. ~GGI os= T~ f -V& MS= /7~1L Test Ft• Below Wet Motsture Dry Max Percent Pass Retest No. Location SG. Elev Dens(ty (Percent) Density Density Compactlon or of (PCF) (PCF) Fail DT No. ~39,o ^ Z- y 9G 1a9, `'r ~ , . - ~ cN,uaaar pms . " I c SC.MX ' ~ r , RIVERWALK 6TH ADDITION Fw'ti ; • SEC. 8, T.25 N., R.45 E.Y.M. STREET & DRAINAGE PLANS I O 3 • RNEmrux sam 'oomor, 3 g i 4 7 8 ~ =i 1~I M~pD[4c umi • is .a cawn • runm. uaa" • ♦ ~ 1 p, r . ~---r---• --_Y--- •---q_~----s- , , Y , , . Gt.e, f ~t = . : ~ , ~ . . ~ . , . _ . ~ ' - • • . T_'_ rnun 1 • ' o t. C.SJv-►~$~~i • - . - ~ , ~ . .--r- - -x-- ~c--- ---~1, r~-- ; ~ , , - - r f'G ~ ~ d ~ ~ Z 3 4 s . E 7 . , row c O RIYFRWALJt Sofi}I AOl..'iION ; •~a~ r oor,ta`.ecm•.°L oam asc r~ama F ~ ova~ ~i~~ : . e~ tvt- mwRoxpAATE tna,ooN oF EwsT er . . - A.C. IRR1CAilON UNE CALL CO1750LIOu1iED IRRIGATION DISIPoCf O 924-16SS ATTFNiION 008 ASF7C7tAF7 PRIOR TO . . CONSTRUCTION • . . , , - - . ~ . - . . . L ~L . • . : ;'r • , , _ . - ~ • . ' • ~ ~ . - ~ ' . + ~ , ~ • . • /j 1. . / / i ~ ~ - - i • 1 N LAFED PAGIFi~ DAI1.X FIELD REPORT, EKGINEERIHG oate nspecto s Da y eport o.: ~ . ~l Arrival 'nme ' . IPE Project Ho.: weather - , Page No. _ of ~ GIleet ~ Lacal Representa#ivelPhone Nv. G$neral Contractor Site Rept+essntativelPhane Ho ' c~d-,tef~'~'~~,~~ t1~°~-►z'Y ~Dn SubCantractvr IPE Prn]eEt Mana erlAhnne Wn. / ~ r, ~ /'y !PE F€e[d Represerrtative e~~ Manpawer 8 Equipment Used ~ Vo Commenfs: (VVork ownpieted apparensH Cal"f %2'eCP Z-7i,7 5-/ ,1~W.~~ per specNEcaUnns, pro6lems aM therc sotutms) . ? ~ ~A19~1 c,V /0-1 ~11rdefr ~ . p~f..~ /,e, 71 ~ ?f1 • [PE F[ELD REPRESENTATNfE;;"" CONTRAGTQR`S REPR85EPItATiVE This dacument and referenced addenrla are to be considered prefiminary until reviewed and signed lay the fPE construction en/CTIONENGINEER r andlor EPE prajeat ~nanager. ~ flj~E bH R IPE PROdECT MANAGER V1 Corresponding Deficiency Report Hv.: ' REv. 8/97 J;1FC}RMSIMATERIAL RPT.DOC / ~ • • 'IC s CAU RIVERWALK 6TH ADDITION ~ - ~ ~ I , • b ti SEC. 8, T.25 N., R.45 E.N.M. i„ , j ~ STREET & DRAINAGE PLANS W.WALJ c ~ ~ I s 6 ~i -Wy ~ di 4 7 e 1 "8 . L________ . ~ . w .u w~ra I ~ Jx i row i ~ ^l _ _ vn wlca ~ , °~U/ / ~ ~ • ~ ' fre J ~ ---Y---•---7~r --Y- i `1 ~ ~ ~ i I~ ir 4 ~ ~ , - .s. -r---~-~ T~ -''-T~-iCG-T-n- ~----~a--.- - ~ r-~- ~ ~ J^ i?~ , ~ . - . - - - ~ • ~ Z IOD D - - - t.. ~ , ~ . ~ , • 3 4 B ~ O RIVERWALi( SIXiH ADOfIION ~ mv ax oc s.t swi at taietpua[t - ' i` sw z I ~ 1 rao t ~rcCOUPACTED ~w°~"arc i'a aismr°Nw~u SPEMUMNS.„ ~vPROwwTE i.oa„oN or oasr. s~ - . AC. IRPoGAMIN UNE GLL CONSOUQAiED - . a • rxwrAtror+ msrtact o 924-3a55 - . ` ATTFHIION BO8 ASHCFAFf PRIOR TO CONSTRUCipN ' ~ . . ~ . : . . - ' . ~GEHEq,q~C 0 ~ NORTHWES1' ✓~fqMER~~~' ~ oILs, TESTING & INSPECTION DAILY FIELD REPORT Date Inspectors Oaily Report No.: Amval Time IPE Project No.: ea er rage Jvo. or • Client Loca Reqretent,a one number ~%~1 ~ General Contracto Site epreseiauve/ pn/one numner T"rr.%, (..✓~.P e% ~ulyd9.!i Subcontractor IPE Projec:t Mana9eN phone number IPE Field Representative / ,~y - . ' CJ 6•Gt~c,. J~~ : fr~E? i Manpower & Equipment Used / 7/c1 Comments: , J '^rk Completed Apparently /~C/P /,T .S 5pecificaUons Problems thefrSolutions) / ~,Li~r C ~ •c ~~~'J ,c.~ C t-7 P /n / ~if lv/V / C;! J F= fPS 44 Fy C." /1-f° S / G~ ? i. /~.P r'i'~ l'~ r ~ / ~ ) ~f i :~.A_. i.~ ?~i.~ / / ",/v_d ~ < ~P P 7'! o . ke7 et Zpr.~r° /J i S' O el~ /~r..• ~ ~ C'!'! ~s' ~ f t~ ~ ~ X' c` ~ ~ ~ ~4- - - - ~ . - ~ IPE FIELD REPRESENTATIVE~ CONTRACTOR'S REPRESENTATIVE This document and referenced addenda are to be considered preltminary until reveiwed and signed by the IPE construction engineer and/or IPE project manager. Date Date IPE CONSTRUCTION ENGINEER IPE PROJECT IIAANAGER Corresponding Deficiency Report No: I v . E p,~,~ Q k V ~ ~ 1 HWEST A►n~~,~, ~ ~ - sOILS, TFSrING & rNSFEcrIvN ~ - DAAILLY FTELD REPC)RT Date InspedoYs Daily Report No.: 5 rP, IRE Project No., Page No. rj of ~ rxr Camments (YVorkcon+ptetedaPPa-dY ery Rer gpacdioce-. Prvblwns f am, nreV cokdkns) ~ r.+ ~r~ r',~.,_~.s~ G r ~ r f ~ ( / j r`~° ~7~' CF .r~ /,fe ' 7~~ , IPE FIEL[] REP EPE CE EPE PM Cf}NTRAC7OR'S REF .s~i~e e T,k C/W C) A r-_ ~ ~ Fehruary 18, 19~8 5~b $ ~'f r• ~ ~~csIPE WO #960$3-1 cr- *t ►~'+t~,`e•~ ~,~.E~~ Mr. Milce Hune omlinson Black Narth ' U., N. 8205 Division 5pvkatae, Washington 99248 Re: Riverwalk b'bAddition Street aad Drainage Punchlist Dear IVIiTce: This letter transmits a list nf street azad storm drainage constructioo items far the above referenced residential development that were okrserved during a fieid inspectian perfvrmed an Fa.rtuary 16, 1998. The items listed below either haVe nvt been completed, ar are currently in non- confcarmance with t.he approved project's plans and specificatians and applicable Spakane County Standards far Rvad and Sevver Corisstructivn. This letter is based vn items ahserved during a site visit an Januaiy 16, 1998 and is limitetl to areas of the improvements whQSe adequacy c4utd be visuua111y determined at the time of our visit. The absence of canstruction items from this Iist in nv way implies that any unlisted item(s) have heen appravec€ ar are accep#able under current Courrty Standards. Cnrbs and Sidewalks - Ba kfill all c b and si ewalk. Backfill ust level rvi the tnp of curb or sidewallc. r~ u ~d nG CtJ~ r~ C a-u S CS /a s e a^ - Re air craF kedlchipped Type 2 inlet panel for Pands D. o 'c~~G sr e- '3"-- epa y~~pl~e braken and chipped curb, typical throughout 6ffi Addition. ~ --~4~3- 73- RQ~~ ren place nzunerous cur& par~els aze chapped andlor cracked thrrc~ughaut the site. Epax seal or grout broken curb and gutter 1ine, statian 21+15 left Indiana Avenue. nD~c~ ~ Pands Grout inlet and autlet pipe, ' , and izilet in pond C. T,Ie~f5 I-/,sIn60, -6 11 0Io,,.ti rt K r9 neeeps ~e G Gct*-, TA le T- a P, ep a Juf ~e 7-- at -.e C Ai'd Pc ro"17 - RiVerwalk 64 page 2 Tnstall beaver slids per standard detail B-S in pond E. "17 c ov Le Pond~ F and G require fine grading, grate adjustments, and dryTand seed mix. F_ ~6~a~ ~o l9~ ~ ~ ►'1 e ~ I' ~ ~r w~.. G. General l rY r~~. o~ s~ e~ c /`G~ cc - Install street and stop signs per constructian note 11, Grady and Indiana, and Hvdges and Tndiarka. AJa 11--10u'Z'C - Temparary cu.I-de-sac at the east end a#' Indiana needs ta be construcfed per the appraved plan set. (2" compacted depth ACP cPass B on 6" campacted depth CSTC ger WSDOTlA?WA sgeeifications.) 05 7 C co M Tf yau have any questivns or cancerns regarding any of these issues, please give me a call. Sincerely, . Inland Pacific Engineering, Inc. Bruce A. Howa.rd Principal ' t c~acr'~`o `a T 'qli' NC]RTHWES~' . ~ 5'flILS, ~'.~5TING & IN~'.~'ECTION ~x 1 Rt+~L~ DAILY F~LD REP'Q~RT ~ Date Inspector's f3a`rly Repart No,~-, Arrival Time ~ STI Praject ldo.: VYeatner t-age rvo. ~ or ~ ,o Olient LocalR~res~ tativel pi~ane c~umber / 3er~eral Cantractor 1t~~epreseniFa ve p /ane number 7Uk1CC]Iltf'~Ct01' ~~~,y ST'I Proledt Ma agerf ghfl e number `TI Fiefd Representative ,4anpower & Equipment Usetf ~ f .-~r7 ~/'.f ~/..~i s~~, / t3'r`~,~ /~'r~l~, - - - ,omments: r f Nnrk Completed Apparent3y f er5peclficatians Prablems ~ / . yd their5olutiansJ 'l,e".~.. -7J}~~ f.l7,5'~,~_~,~ r""' ~r G.. ~ 7" r I I r ~ - z STIFIELp REPRESENTMfVE ~d GONTRACTC]R'S REPRESENTATIVE Thls cdocumettt and referenced addenda are to he canslclered preliminary untit reveiwert ar+d signed iay the (PE constructfvn engineer andlar,$TI project manager. E7ate Oate STl CClN57RUCTiDN ENG(MEER S77 PRDJEGT MAHAGER IL • , e _,_,:)nding ❑eficiency Repart No: 9 ~ twoY e ~ C~f RP ~ NORTHWES■ ~~r S1 ~ 1MEil`~' []dto EnsPwWrs Daly Report Ho.: - STI Pr°ject ~to. r~ Page Na. o{ ~ Comments tVVork =npte[ed spparmay GLT7° ~ W SPOCKMtkn% proKams ~ - 3 r / soklwm L I ~f5 r.7/l7`~Cr A-tA ~ . ~ _f ~ CJ / ~ P. Gf ►7~' ' C ~ ~~9 r11 ST'I FIEI.Q FtEF 1PE CE IPE PM GC7NTFiACTOR'S RER E7AILY FEELD REppRT xls ka~aa m;~~r ~~:~a rnA -)va OyG 41eb aYuttANh Ye°lL].EY FIRE D]EFrT Q1003 r i 1 ' • SPOKANE VAll.EY FlRE DEPARTMEfVT Spokane County FJre Dr'strict 1 10319 €AST sPRAORA avE. ■ sPo,wNE. wa 99206-3alb . t5m928-17oa •Fnac csoqy av2-4z2s R. ~ Humphrkm CNar ~ JOBS (.of 'I = tM kftb rr~ ~ ~~e J-s. 1998 aruce Haward rnlar►d Paci£4c Zngin'earing, Zn('. r 707 W. Seven.tho Suits 2Ot3 Spo1[axTe, WA 992U4 RE: Riverwalk Gth Addition . Temporary Cul-De-5ac ❑ear Mr. Howard: The spokane VaTley Fire nepartment will accept a non-paveci 5urface far this cu1-da-sac, with the understanding that if/when tha area is platted, pavirg far this cul-de-sac will be required. Sincer , i er F Indpectot Kl~/md . L , . P3ge7 nf2 From: Hemmings, Bill <BHemmings@spokanecaunty.org> Ta: 'toddw @ipe-sti.cvm' <taddw@ipe-sti.cOm> Gc: Johns, Bill <BJohns@spokanecaunty.org> ' Qate: Tuesday, Julyr 14, 1998 11:45 AM Subject: RE: Riverwalk 2nd - "Eyebrow" Etegarding Rivennralk6th I checked with Phil Bartn and ha wauld acce~~ tt~e tum airaund ~nri#h asp~ialt g,rindings being plac:ed a~rertha~grave~ and cvmpacted ta provide a hard surtace. Regarding the Rivenlvalk 2nd questian, I am trying #a meet with Bill Johns. Phil BaKo is nat suppvrfive from a maintenanr,,e stand poin#. • Fram; toddw0ioe-sti.camfSMTP:toddwCa7iDe-sti.camI • sent: MQnday, July 13, 1998 2:34 pM - • Ta: Hernmings, B911 • Subject: Re: Rive►walk 2nd - "Eyebrow" ~ > Bill, > Call with any quesfioras or clarifications. > Thanks fve yvur prompt response. > ToddW ~ ~ * > Fram: Hemmings, Bill <BHemminas a~st)okanecvuntV.aro> * 'Ta:'Taddwr ioe-sti.cam' - - _ s > SubJect: RE: Riverwalk 2nd - "Eyebraw" CJate: Monday, July 13, 1998 2.1 0 QM » > > I talked to Verril on this and he wants me tv look at it and discuss > > wifh him. 1 will loafc at it fhis PM. ~y , > ' > From: taddw Oine-sti.comfSMTP:tvddw cioe-sti.coml > > > Sent: Monday, July 13, 1998 10:25 AM > > > To: Hemmings, Bill > > > Subjeet; Riverwalk 2nd - "Eyebro►n~" > > > Biil, > > ,As a follaw up to my submittaf a week ar so ago, i wanted to > inquire > asto > > > the status vf my request tv have the "eyebrowt'lcuF-de-sac remava! > > > requiremenf waived so that we can get RW 2nd submitted far , acceptance. ~ , * J ~ INLAND PACIFIC ENGINEERING, fNC. Fehruary 18, 1998 ~L L 1 rrm 57 /1 R E C o M PL E r~ IPE Wd #96483-1 /4 5 aF 5 ITE7 ✓isj'T' o N 'Z5~~~ 9 T Mx. Mike Hume Tvmlinson Black North N. 8205 I]xvisitan Spvkane, Washington 99208 Re: Riverwalk 6' Addition Street and Drainage Punchlist Dear Mike: This ietter transmits a Iist of street and statm drainage canstruction items fvr the ah❑ve zeferenced residential development that were abserved during a field inspectior+ perfarmed on 7a,nuary 16, 1998. The itetns listed belaw either nave not been cornpleted, or are currently in nvn- canformance wzth the appraved project's plans and specificatians and applicable SpaPc~ane County Standards for Rvad and Sewer Canstructian. This letter is based on items abserved during a site visit on January lb, 1998 aria 15 Iliriited t❑ ai'0a5 pf the 3I71praV@T1ieIltS WhOSe adeqLIBGy Cf]L11d be visuall.y deternined at the time af aur visit. The absence of constnuctian items fram this list in no way impties that arey unlisted item(s) haue been apgraved or are acceptable under current County Standards. • Curbs and 5idewalks ty - L,_ 1.._,,,T Pf~iS9°C7w ID^^-~x~~ mg- ~ , ~ y , - A-,►e--~ _ . s a . Ponds , , lids, r _ - wid- sodded. t a . • : gr-me t - 707 West 7th • Suite 200 2020 Lakewnfld Dnve • 5uite 205 5pokane, WA 99204 Coeurd'Alene, 10 83$74 549-458-6840 . FAX 509-458-6844 208-755-7784 • FAx. 248-769-7277 , ;A • - , _ . RSVerV1a]k 6' page 2 General Ind-s%p=sig-m Fe"- vnstmedvtr-not~},--Gr-ady-and4n ' - ~ ~ - ~be oer~ Zfyou have any questians or concerns regarding any ofthese issues, please give me a call. Sincerely, Inland Pacif c Engineering, Inc. l3nece A. Howard Principal - r~ , Jl-~,,n-05-98 03:12P Gifford Consultan'ts 5095342925 P.02 SIEVE ANALYSlS JOB JQB NO, ZkU -30 ~ D N NQ. SAMPLE NO, DEP'iH E B PTItlN ~ ~'`ou-~+ 5 (t~ ~ ~ s~ ~..~y C~a ~~$Y~~ C. ~ff~ ~8 a E ESTFD t b TESTED BY .~CAVL CHECKED 8Y WATER CONTENT WASNING SIEVE ANALYSIS PAN RlO. PAIY NEl. {NE1' WT. + TARE 3.3 pRY 1I41F. + TARE ~erna€ ~r►za~a ~ (a~,~' , ~ - QFCY WT. + TARE ORY W'f. + TARE MOisruRE Loss I Y]. ~ wasHiNG Lnss I ~ g v PAtI 'iARE I c'1au PAN 3ARE I r~g . t~ DRY INT. I STO 1) DAY WT. serfortwAsm f I r[~~, 9~o M[]ISTIlRE % PAS$lNG #200 SIEVE CDRRECT[ON FRCT9R FBR SPUT OE -#4 SIEVE POR11QN a YE5 ❑'NO ~ TOTAL WEiGHT + #4'~f7VVE[GHF ~ #4 WEIGHT ~ FRACTIOHAL WEiGHT ~ CORRECTrnlI FACT[1R 6707. 7 ~ ~~'°F ~ ~ 12.0, ~ ~ ~b~ ~ CUMUlATIYE WE[GHT tiEtAENEp iNEIGHT PERCEN7 - SIEVE SFPE, mm FRJIC`f14NA1 ~ TO'fRl PA551NG PASSfN$ 3° ~ 76.2 a° . 50.8 36.1 25.4 .9 SS 61-1i1 19.1 ~5'3, ~ I \1 °rLa, 3 12-7 -A.q ~ t'lt2~.3 6.35 7-5r -0 Na. a 1 4.75 343 , 1 I r ~ ' ~ ~ Z'Z~~ ~ , ~ HQ. 10 2Av ~ ~i 17R G410 3. xa. a0 ~ a.ga Z&. ~ ~ ~ 4~ ► ~ ~ 1 ~ No. afl ~ 0.42 3Z5 No. 60 ~ 0.25 I 4-9. 5 I I . ~ ~ Q"~-~ • ~ I 1 ~ , ~i lIIQ. 1O0 ~ 0.149 ~ 1 IJrl ~ I 7S3,~ . Ra 200 ~ 0.074 ElETAINEp 9N PAAE C 1DpC91FpR1A314TVEI.FRM , • . 1~ ~ Draxn By TC~AA Drr►g. Cate Gheeked Ciy Field fieP.~______.__ - 1f1 ~ srEYE aNALlsls ~ i3YORaMETER ANALrsIs , Sr;[ Oi UPENINC IH IIfE11[s ~ NuilBCR RF iAESN FtN iMCn. U .S SiAhGASp 1 6R~~b~ S1t[ +N a9N CD ti ~ + n 4 v n.a ~ n a a o a a o ~ ~ r+ ~ ti~ a' n e v e e a~ m a v w o o v w o o 0 m ~ f! ~Y ~ Y1 p~ e ~ ~ .o N Y m e N 108~ . . .0 G~ I I Y ~ i I "J~ d ! 1 1 4 i I ~ ~ ~ 40 ~ i y ~ r s i~ r. 90 20 ~ I 1 I f 1 I 1 ~ 1 ~ • ,y I I 7 ~ f I A T ~j ~ ] E I I d i I v 1 ] ~ I I ! •ii [ ~ ~ rm 30 CL LLJ ~ g 0 41 ~ Q ~ i i f f ~ ~ ~ " ~ ~ 1 I 1 k S ~p~• S ~ N ~ A►i ~~1 1 ~ i 1 i __'^Ie~...~ Y S~ ~ ~I t ~ p 1 I 1 1 7 I ~ 1 ~ y Q 1 1 60 ~ y /~J [ S 1 [ B f 6 r t,? ~ 1 I P C I 1 i~ yxj ~ ~ ~ ~ i 3 r r g ,6i LLJ ~ ~g ♦ i i f f ~ ~ .~a ~ 1 ~ I 4 4 l E 1 i I o 4 I [ k ' I \ 7 I I I 1 I ~ F~~ 21 4 I'~ I 1 I 1 ~ 3 ~ ❑ ! U i r ` 4p LD ~ i I J I k I ~ --.-'•-i O m ~ n P [9 4 M e~l v ~ ie M ~ ew N 'A q 6 e W r r~ i` + . ~ . . O 4 tl P O p v i e ~ ~il' n " GRAIN 51IE IH i11LLIiKTfR& ' • ~ o 0 o a ~ ~ CAARSE f F1NE i CONNSE I tiE01uY I FIHE N ~ C988tE5 1 6RAtlEL I sxba ~ F~HES ~ s►N~L[ I aEe►a•rr. Ii.s.C. ~ CLASSIFICATION 1 M"C xi Lz ¢L Pt P~1~ tIL IN4iP4R ~W'E s~4a'~~-iC~C■~ 644, Ss PT 0-T. 1.1 ' 1b6S -n GRAEH SE2E CUISSlFICAT[Otl I ~W •~oM e~i~ SI is1~4~Q~~ AGwta,,~ ~ ~ zl>.2 QIFFQRD GON84JE.TAHTA ING ~ Gsotechrilca! Engineera w i ~ Pl'd)eCt NC1. E-1736-02 ^ . . RECEema epor~ No' 1 G1FF(3Ra C4NSVLTANTS, lNC. ~f GeatechniGal Errgineers ND~r Y 2 2 1796 E.2020 5pnngfEeld Page 1 0f 1 Spnkane, WA 99202 (509) 534-367(} ~ IN INSPECTION REPgRT EIMEMQRANDUM To: Inland Pacific Engineering Day. Mvnday 707 W. 7th Ave. Date: 19-11-96 Spvfeane, VIfA 99204 Project: RiWerwaEk fith Additivrt CitylCounty Permit IVv.: Prvject Address: Mission Ave°: a~d- Rttn: Mr. Jerry Fetersan Hofiday Ln. -gq SUBJECT : Concrete Tests (Curh) ~ ~ ~ • Upvn the request of Mr. .9erry Peterson (Inland F'acifie Engineers), I made a site visEt on , Monday, 11 -1 1-95. The purpase was tv tes# and inspect concrete placed in the curbs alang lndEana Ave. , The weather was c[oudy and 42 degrees Fahrenheit. Approximately 75 cu. yd. af mix #37 12, 5.75 SK, 3000 P51 concrete was placed inta the curbs. B rrrade one site of four test cylinders, fram batch #72953, which best represents the left erarb at STA 20 + 50. Field test results are as fallaws: Batch 72953 Sfump =1 in. (Specificativn: 4 inch maximum) lair Ent. = 5.3°/0 (Specified Range: 4.5% - 7.0%) Canc. Temp = 64 Deg. , • • ~ ~ B Reviewed B Y Y Cop'ses to: ~ _ . . l~.IERrnject reference na. 7736-01 GIFFQRL] CONSUL TAN7'S, 1NC. ' GeotechnicaP Engineers 2020 f. Springfield Ave., Spakane, WA 95202 (509) 534-3570 FAX (509) 534-2925 qJOB # ~ LETTER OF TRANSMITTAL 0 CC: List Inltials dSte. ❑eceR?ber 13,, 1996 ~ to: Inland f'acific fngineering ~ 707 W. 7t' AveIIIlV°, SUItL' Spokane, WA 99204 n -We are sendin,g the fQllo wing items: ✓ attached un der separa te cv ver no.Icopres ~ Gompressive Strength Test Reporf, T T/1 ?19fi Riverwalk Srh Addrtion these are transmitted.• as requested for yaur use ✓ far your retention for review with cvrrectivns for acrian specified please return l~y: Y ~ remarks: L3 y: ~~A.. cD,pies to: Gentral Pre-Mix ~ J-1 LJ CV! V a7 ULTf"'1l YTa7r I► V C+. GEa rEcNNrcAc ENcINEERs - - E2020.S,pefng(FbIdAvr. Sprrkana. WA 392D2 l5d91 536-35]0 SAMPLING AND COIIVIPRE5SIV'E STRENGTH TESZ REP(7RT PRQJECT: Riverwa[k 7th Addition BUIL,D1NG P'ERM1T NO.: GCI JOB NO.: 1738-01 GENERAL CDN TRACTQR. Johnson Cement PRpJECT pi3DRES5: E. Missiart Ave SUBCONTRAC7QR: - CITY, 5TATE: Spokane, WA WEATHER AT TIME OF SAMPLING: DATE aF REPORT: '[[3-5-9fi AMBIENT T'ENiPERATLIRE: 42° 5QlVlPLING DATA (ASYM C 31) MA7EFilAL SAMPLEa. ; Cancrete DATE SAMPLED. . SAMPLED BY: ; C. FCnapp TQTAL YDS. 7Fi15 PDUR: ; 70 LOCATfON OF PL4CEMEI~T. ; Curt~s -Insfiana Ar►e. YEiS BA7CFi 1 CUMIJGATIVE : 1f~ ,-•~f 0 , SPECIFIC SAMPE.E LOCATiON: ~ STA 20+50 Left DELIVERY TEGKET GJQ.: ; 72953 . .q. SPEGIMEIV TYPE: .6" x 12" cylinder BA7GH 7fME 1 EN[7 TiME JAGE..•.7:0a 7:45 45 ~ f~''~`•,~~~~~ ; ' ` = ALL[]V1IABLE WATER. • 52 gal ' .q. SUPPEIER: Central Prernix WATER BEFOREIAFTER 9 ~ . . M13L fVC}.: E 3112 ~ SAMPLE OB7AfGVED FRaM : Truck disaharge • SAGK CC}N7ENT• E 5.5 FIELO TESTS E SPEC. ; ACTIlAI. . . 1`YPE CEMENT: !I SLUMP, Irr. Ca5rM c1a3l: max. 4 1" . . lVIAJC. AGG. SIZE: 314" CQNC. TEMP., °F [ASTM C 1fl641 55-90 80° DE5IGIV STRENGTH, psi: 3000 AIR CONTENT, i°to G15TR9 C 2391' A 5.3 A ADMIxTURES ADDED A'f PLAIVF: aES UNIT WEIGHT, pcf tasrM c 13et; n.r. . ; : . • AOMI}CTUFZES AaDEQ AT SlTE: , W1C FiAi°IO. . . n.r. Ah6revPatinns. AEA=Air Entraining Admixture UtfRA=Wa4er ReBucer HRWR=H igh Range Water Reducer (SuAerplasLdzer) FR=Fiher ReiniaroemenC CA=CaPasrm Chlonde ArYcelerator RtCA=Plon•Chloride Aowleratar FA=FFy Ash n,s: nvi supplied re.r,=nat cecorded n.t=nat tested coMPREssION TEsr oaTA (AsTM C 39) TOTAL SF'ECIMEN ' QAfE DATE AGE. TESTED ` LOAD, AREA, STRENGTH, LA8 IVQ. F[ELD NC). FtECEI1AE0 TESTED DAYS BY LBS. 5Q4 IN. P56 , . , . 96-0994 17361117A . 'I'I-'I2 , 11-18 7 717,820 28.40 • 4,150 . . . . . . . . . . . ...r ........................"'i......................... ~.....""""'.".-..-i.....................a...............,.....a.................. "':"i' """""'•............a........................... . . 96-0995 B 12-10 28 inn 148,700 . 28.50 ' 5,220 . , . . . . . . , . . . . . . . 96-0996 • c " 12-10 za JM 132,080 . 28.50 ~ 4,630 . . . . . . . . . . . . ...s ...........................i............ .............~i.......... ...i..-...... ~.....................i................. 4 " ........a........................... 96-0997 p " - HQld . . . . . . . . . . . . . . . . ~ . , , . . . . . . . . . . . . . . . . ~ REQUfREO AVERA,GE 28-Q►4Y ST~ENGTFI, PS9: 3,000 c57 MEETS SPECIFICATION ~ACTUAL AVERAGE Z$-DAY STRENGTH. PSr: 4,925 0 FAILS SPECBFICA7EaN Notes. `Cechnician Signature TV8 ~ Ag . . . . . . . r.', ~ GIFFORD GOn1SUL TANTS, lNC. \y.eprQject reference no. 7 736-Q 1 Gev tachnical Engineers 2020 E. Springfield Ave., Spokane, iV41A 99202 (509) 534-3670 FAX (509) 534-2925 LETTER OF TRANSMITTAL g~$3 q cc: List ln;tials date: t]ecem►6er 73, 7996 ~ to: Inland Pacific Engineering ~ 707 W. 70 AVenue, 5uite 200 Spokane. WA 99204 'V11e are sending the fallowing items: ✓ attached under separate cover no.Ieapies T Cornpressive Strength Test Report, 7 T/7 ?°I96 Riverwalk S~h Additian these are transmitted: as requssted f01" YoG►1' 1I5e ✓ fve yeur retention fnr review with cQrrectians frar action specified please re turn 6 y: ~ rernarks: , by: G~....- copies to: Centraf Pre-Mix . ' YFFORD con►suL rAnrrs:"NC. Gf07'ECHIVECAL ENGfIVEERS E 2020 Sprrrrgrield Ave Spokane, WA 982Q3 l5081 534-3670 SAMPL[NC ANa COMPRESSIVE STRENGTH TEST REPORT PRflJE+CT: Riverwalk 7th Addition BUILDiNG PERMIT Na.: GCI .]QB NQ : 1736-01 GENERAL CQN7RACTOR. .9ahnson Cement PRQJECT ADDRESS. E. Missian Aye SUSCDNTRAGTOR: - CITY, STATE. 5pokane, WA WEATHER AT TIME ❑F SAMPLfryG: DATE OF REPC]RT: 1(}-5-96 ANtB1ENT TEMPEEiATL1RE' 42° SAMPLING DATA (AS7M C 31) MATERfRL SAMPLED: ; Concrete DATE SAMPLED. : 11-1 ti-96 . - a-- SRMPLEfl BY: ; C. FCnapp TaTAL Y{}5. TH15 PQL1R' .70 LOGATION OF PC.ACEMEN7: Curbs - Indiana Ave. ~YDS 3, BATCH 1 CUMIJLATIVE. 10 10 SPECIFIC SAMPLE LOCATION: ; STA 20+50 Leff ❑ELIVERY TICKET NO.: : 72953 . " " " " " .s. SPECIMEN IYPE: ; 6" x 92" cylinder BATCH TIME 1 ENQ TiME 1 AGE ; F:[IO ; 7:45 : 45 ALLOWABLE WRTER : 52 ga , ,<<«~~~'~:~~. • • , . • . . SUPPLiER: ; Central Premix ~ VvAYER SEFOREIAFTER : 9 Q MEX Ho.' E 3112 SAMPLE QBTAINEd FROM: : Truck discharge SACK CONTENT FIELD 7ESTS ~ SPEc. ;AcruAL 1YPE CEMEA4T• II • SLUMP, in. tasrM c1a31: max. 4 1° , " MA7S. AGG. SiZE. ; 314" CONG. TEMP., °F iASTM 6 10641. ~ 55-90 ; 60° " ' bE51GN STRENG7H, psi, ; 3000 AIR CONTENT, %{ASTM C2311. '5.3 " " " i Af}MfXTLJRES ADDED AT PLANT: ; AE5 L1NlT ►JVE[GHT, pcf casrM e 13aI: : n.r. ADMIXTURES ADC]ED A"f SITE W►'C RATIO: . . n.r. Ahhr'evlatlorfs AEA=AIr Entrairnng Admixture WRR=Water Reducer HRWR=High Range Water Reducer (Superplasticazer) FR=Fiber Reinsoncemen4 CA=CaIGUm Chfonde Acceleretar NCA=Nor+-Ch€onde Acxelerator FA=FIyAsh n.s.=nnt supplied n.r.=noi reoorded n t.-nvt tested COMPRESSIQN TEST ❑ATA (ASTM C 39) TOTAL SAECIMEN DATE aATE AGE, TESTED ; LDAD, AREA, STRENG7H, LAB IVD. FIEtD Nf] RECENE❑ 7ES7E$3 DAYS BY LBS. So. IN. P51 96-0994 17361111A 11-12 11-18 T 117,820 . 28.44 4,'l5Q . . , . . . . . . . . 96-0995 B 'E2-110 28 ~ JM 748,700 . 28.50 5,220 . . . . . . . . . . . . . . . a . 12-10 • 28 JM 132,0813 28.50 4,630 ' 98-0996 C . " . . . . . . . . . . . . •a . • . . . . 96-0997 D ' " - • Fiofd . . . , . . . . . . . . . . . . , . . . . . REQlJ1RED AVERAGE 28-E]AY STRENGTW, PSf: 3,000 iD MEETS $PECIFlCATlO111 ACTUAL AVERAGE 28-DAl' STRENGTH. PSI: 4.925 0 FA[LS SPECIFICATION Notes: Technician Signature fl78 - - MAkIMIJM PENSITY & MOISTU~~:~~ CURVES ~ R2,1JEC'T NQ.: PRoJECf wwE: ~ttlJR.1111ALL ELEYAT[aw: iE: t] 3c 7J3D4"A~ ~ 02[~ Cr-VZ R£D Jt7eP[4C.LA-3, 6 5AMPLe NQ.: 20 , . , TEST DATA CaMPACTION ' 517E STANDRRD 11~1b~I.~LeO MOLD (DGr 140- TEST EVO. 1 I 2 I 3 I 4 I5 ~ i MC71S'R1RE CONDRION > > WEIGHT OF SOIL ~3t MDLD ~ ~:74,,263J -2I,az 27. 1~, WEIGHT - INOLD 1S,+oo HET WET WEIGHT SOlL i p,Fblib.?"2- fl,qz 11e5(o Ef, 4D N~E" ~QRY WEIGHT 5OlE. ~E 4.438 10,4(-f 1 r~, 3 10, 15- VOL QF MQLD , ~~E l 12 flRY DENSIIY pcf 131•i 13'~~`~ 139•~ 266 135,q ~ ~ : P I E ~ 7 57 o a E ~ 3 ~ WEf WT. OF SOIL &TARE ,z a I; 9° p Ry W T, Q F 5 Dl L & T A R E I. I I €o.ip z to.`T$ PI.`la jI,b6 ja.5~ ~ ; ~ ~ E- • ~ ►hlEIGHT TARE . 7 6 .76 , `70 I ela. , 76 ~ ~ 11 WEIGHT - WATER ~ I a i .[sC7 1.5q 1.28 140 WEIGHT - ~RY S~IL f ~ ~ ~ E E~ q.9 ra, 081 r r~.70 Ie.g~' ~ ~ - SS M015-WRE % aF DRY tiN'f. ~ a,$ ~(o. t~ ~~,'7 rt .'7 I t~•3 U7 1 S ~ E p • : CCt -j > SOIL CLASc-7~ Bf~,S~- Ca~~S~ I': I ~ i `X; % PASSlNG 3f4 ;I °!I c.~ so i~ % PAS5ING #4 E I N : N~: Q MA)fIMUM DENSIN pcf f~ I I! I IN ! ROGK C❑C R. MA?C. DRY DEN, pcf OPTIMUM MOiSTURE % I : g ~ ~ J j E y ; y I { I I ~ E ' € ~ ~ i i~ i S i E • ~ E E ~ ~ ~ ! i ~ i . • ~ ~ E ~i y ~ E ~ ; ~ ~ • ~ ~ L-! i I I ~I I e€ I I f 3•" ' f: I ~ i. ~ ~ - ~ . I I i~I I ! ~ S I f I 1 E I I ~~I . E I~{ I\ E E E I I!~L I~~ ~ E ~ ~ ~ ~ ; ~I~T~ I • # : ~ I s til, IHLAND I ~~'ACIFIG EHa[NEERINa 0 5 i6 15 20 25 30 35 40 45 MOl,qTt1R~ (7. 0 F DRY WEIGHT) MAXiMUM'-~ENSITY & MOISTI~~ CURVES ~ r ~ 1~ , "-wr / womommom ~ WEC]' NO.:%-083 PROJ~LT N/WE: 7W Q.EYATIOH: ~ pqTE' 631311-V'7 oL•!° mO SJw[PLE NO:&5 ~ 145 DATA CDMPAn0K TEST SIZE v STANO~ARD iYld ~JPt ~ " ' A~ALD ~ 14D--- FEST NO. ~ 1 I2 I 3~ 4 I~'J ~ MQISTIJRE CpH[3Ff[DlV A' lo,t 12% 1NEIGHT OF SOIL 6c Iylt71..D 13 1NEIGHT - Mdu? !g ►~a ~ ~ - 3 ~ NET WET WEIGFiT SOIL J6.(ed l 4.31a i l.5 NET DRY WEIGFfT Sf)« ID.1q 5 Ilo.57 U(3L.. dF MC3LD ,07.~ ' I I I ~x I g I ~ DRY QENSIIY pcf E 1 i PAN # dq ; A WE7 YJf. 0'F SOIL & TARE 12 DRY W'`f. OF SOIL & TARE I € WEIGH7 - TARE r ,7v ,'2 a I~ 70 ,-12- ^ :1 INEIGHT Wi47ER ~810 Il.og I ~ tz WEIGHT DRl' SOIL I0.12 10. ~2- VN 110,81 ~ lol hIQ15TURE % 4F []RY Wi'. $.3 1o.q 8. ~ ~ m SOIL CLAS.r % PAS51 idG 3/4 ~ ~ • ~h ~ . ip %fl PA5SIIdG #4 LU I,' s ~ • j 'MAxlmum bEIl ~`~D•9 pcf ~ ~ I ~ I 1 ~ ~ ROCK CORa. AdA7C. DRY DEN. pcf ~ •f i , o ~ ~ ~ . • : i pPTlMIJNA MDESTLIRE a s ~ e E I ~ i I C 1 Y ! i a o i e~ • i ~ 6 ' ~e-7 s I I I f E I i I ' i ~ • S?.3~~ a 1 1< ~ I.~ i i ~ p [ ri L F ~ 1 E . ~ . i~j N 1 i ~ 8 i~1 IHiLAND I . 1 PACIFIC EHaINEERiNa 0 5 10 15 20 25 30 35 40 45 GRAlN SIZE ANALYSIS 200 tASH/SIEVE - pRaaEcr ''1L~v02WALv- io'H Jos r4o. QjoC1p3-l ,li q7 EXPi..flRATldN N(7. SAhIPI.£ N0. o~S QRTE 03 /i3l I Q 7 PREWASH POSTWiASH rnFtE I.D. FaRE I.D. ~ WEf - TARE DRY - TARE DRY - TAEtE ~ TWiE wpTER ~ DRY soit .57 ~ 3 Z raRF ~ wrsHaur DRY sO,L M015T1lRE CONTENT ~ PREF. 8Y ~ ~L~~~~ PFtEF. BY ~ . ~ JOC~Em7Z- CIATE co le1li, 7 f]AiTE 51.5 L I? 7 SIEVE ~ WEIGHT RETAINED ~ % RETAINED ~ % PASSING ~ %--PASS= 6* I Co 3/47 , 80_3 - . - #4 0 #z0 #40 #so #100 #200 PAN PAN ac W~HO~ ~ INE~AND PJ~CIFIC ~ EAlQINEERINGI GRAIN SIZE ANALYSIS 200 WASH,ISIEVE - ~o'4 PRD.IECT (?-111MIrLlALK- InTl+ JC18 ND. ~~S~3-I f r~ E}CPLOFiATIDN h10. SAhIPLE NO 25C]ATE 0 3 131 7 PFiEWASH PQS`iWASH ~ rARe I.D. rARE I.D. wEr TwRe ~ DRY v rwRe DRY - TARE ~ TAR E ~ WATER 1 DRY 501L o~• TRRF WASHOUI DRY SOIL MaiSTIiRE CONTENT PREF. 8Y ~O~D~R..• PREF. BY L1~ i'~b L~ER. QATE -0 -3 13 Z ❑ATE 03 13L l'77 S[EVE I WElGHTi RE7AINEDI % RET'AINEQ I % RASSlHG 1 % PASSfNG - #4 - #10 #20 - #40 #60 - #1ao , #200 . l~ 07. 3 ~ q5- PWV PAN I NLAND WASHOLIT r PI~ICIFIC ~ ENCiINEERINGI ~i!" ~ ~ ' ~ ' , t ~ 014 96083-( Penviewn &*wces, 1nG ~ Asphalt Technology • Asphalt Emulsions • Polymer Aaphalt • Rheology ` 4817 N. Freya St., #3 • P.O. Box 6304 • Spokane, WA 99207 ~-J (509) 489-1758 • Fax (509) 489-2401 _ . I n 1 and Pac i f i c Eng i neer i ng Co. 707 W. 7th, Suite 200 Spokane, WA 99204 Apr i 1 30, 1997 Pro ject #3229 ~ Attn: Jerry Peterson Re: Mix verification tests for Riverwalk 6th Add. Samples of WSDOT E and A mix were received for testing on 4-25-97 ' and 4-28-97. The Class E sample was taken from Indiana Ave., Station 20+05, 18'LT, the Class A sample from Grady Lane, Station 29+40, at centerline. These samples were checked for percent asphalt, gradation and Rice Specific gravity, the results are outlined below. 'I1 jest Class E Class A ~...1`. Rice SG 156.2 pcf 154.9 pcf %K Asphalt 5.1, on mix 6.2, on mix Gradation Spec Spec 1 1/4" 100.0 100 1" 98.7 90-100 3/4 79.7 - 100.0 100 5/8 73.0 67-86 1/2 63.6 60-80 97.1 90-100 3/8 57.2 - 86.3 75-90 1/4 45.8 40-62 69.6 55-75 #10 27.7 25-40 38.5 30-42 40 12.5 10-23 15.3 11-24 200 5.9 2.0=9.0 6.7 3.0-7.0 ~ Reviewed and reported by, Kent Henderson, VP Technical Services I r C RVLC V11 JL 1 CI`ILC.~ 'Y6'~`L,4t! 1 ~ 1 Peboleten S*nces~ Ina , Agphzlt''eeh~tvIvgy ■ Asgh+~14 Emnlsfnna • Po;ys~►er Aspttalt • RhevZo$Y Ad, 4817N. FreyaSt.. 63 0 P.p, B+Dx 6344 • SpCskdne, WA 99Y07 (509)4$9-1758 + Pax (509)489 24D1 ' - PM. , -•.--cr„-~,~ 1 n 1 arad PaC i f s CE elgir►eering Cv. - - . 707 W. 7th, Suite 200 5pvkane, Wl1 99204 , Apr'il 30, 1997 Project #3229 r~ ___J Attn : .terry Peterson Re: Mix verification tests fvr Rivarwalfc Gfi.b Add. Saniples af W5Dt7T E and A niix wero received fvr testirig on 4-25-97 and 4--28-97. 7'he C1ass E sample was taic0n from InrJiariet ave., SLat i on 20+05, 18' LT, the C 1 ass A samp le from Grady Lane, 5tatian 291-40, at centvr i ine. These samp lvs were checked for percent aspha lt, g:-adation and Rice Spec i f i c grav i ty, the resli 1ts ar•e vutl ineci below. IAA1. Glass E Class A RiCe SO 156.2 pGf 154.9 pcf % ,AspFtAil: 5.1, on mix 6.2, an mix Gr-adati an SpOC SpeC ! 1/4" 100.0 100 - 1" 9U.7 90-104 3/4 79.7 - 100.0 100 5I8 73.0 67-$6 - 1I2 s3.6 so--sa 97.1 90-100 318 57.2 - 86.3 75--90 1I4 45.8 40-62 69.6 55-75 #10 27.7 25-40 38.5 30°42 40 12.5 10-23 15.3 91-24 200 5.5 2.0--9.0 6.7 3.0-7.0 Reviewed and reporxed bY, ICertit Eiotsdarson, VP Techn ica 1 Ser•v icQs ~ `r sprykor,e. WaShingtor~ 99'~w ,p~u:-:---~. 3~0 ~ gr~~8~ R~ I ~ i~ f ~ : + ~ ~Si~aiiiateS cc: u~ r~,~laa~ } . b~,,,1d" ~nge~ ey~ 1neer5 ~ ~a~~~~~~ ~ y eatecnr~ical , ' I)ATE FA.'~RAN5A~1j'~7 F91~M ~ AT'['ENI74N: FrRM: ^ ~ ~ _ _ m PltO]Et'.T: PHDNE Nt3MBEK ~~OM, BUDINGER $c ASS43C1.ATE5 (509) 535-88411 FAX (500) 5=-9_4589 TOTTAR.. NEIMBER apF PAGES. INCLUDIf►!G T-IS CQVER +COM?NENTS: -maC ~ ~~A ae(' . ~ i ~ . . _ . _ PLEASE CALL IF ANY P4GE5 -1RE 1i.LEG1BLE OR EF 1rQLi li#1+E QUESTZONS THANIC Yf?L; l FC.9ttdinger PE St$phen P. Burcfialt PG +5O8) 535-8841 John E. Fnnegan =►Zx.5fl91 5;15•9589 SCOCt L. Welter5 a ~ i AtiL'IWqli'f v'I,MMAfiY ~ -~"iQJEGT . ~.~•t"~" ~ - - . . . L~f3i:A1'I~1~1 ` Pr'lGE 3+1O. - I AB{3RfITQRY 9 lJN 1 TS S.~'►'I~'~C ~ ? 1 5AA1PtiEfl #3Y SAMPLF TYPF DAIF REcEivEo + ` 3 .__..y . ~ I # I f I ~ !~Q,FSE 1p y ~L/7D Ll~ S - - • A. E vU C Jr'Ip,^ '.OMPI FTED bud1nger & aSSOCiit" .n" r~+t~~, ' D~t ~ran spa ~ tas~ , - - - - QNiek lAlesh wi# ~ . Muclear Asph7!' e a~►sli~ae sw~ F~a cLyyT UOG~ s~ Wp'S SA►~ ~C~tv+Ci ws:pi.da~tr,g ~ t. • . VW. H20 I ~-2Tpr'Fl ~ 4. ParcensHg0 ~ x tap I ~~i.s;~ ;-4~ • ~7~~ilIQl1 b~ r . orwo almle Wt.QryAG~~@ M-M '3~'i~•'~ 6 Wt . ~ swrot roo C_ ~ . • ~.~t 8fHaI llkwr~ 17.'f~ 8S I~aiel ~ i 7. *A Asomt ftrn Nudesr Gauge - NMNRMU MW$ Cweae4 % ►4opmit (?)-m L j5* od ~ . ~ 2L= A4 VAM 9. ComvtW W;. /AeRhalt ~t~ ~ @ SRd~oaad~ ■ c~tsbo s~r ~ A"Maxri GMaXnaH aor~ tiw 0 ~dEaat. -Emmammo 3M 1ACC11 .q1El'• , ~PCFJ~►r P~43~ ^ FDo ~ . • 7 S i q i? 7 '7' Z• U -7 7. (o ~ 78 ~`07l~8'ra ~ 7q3r6 I s3 4QI$z ~ 77• ,ar~0D~~ ~ 3W.. C2' 10f23 8o ! IL403 - (a ~ I y•~ ~ rf 2/9 , i..~ PAN ~ ~ N 'Jr~v • ~ ~ Ha UM r, tx^a+^9 s10c*y ~ ~ ~ PRE 0 ~ CC~ul~ ~+l~anat Qe+~ons f.en01 Aio- ZG any ta Mmeat 0 j si I CtY►~~LITIpN wh.' . neyy... ~~w.. w~.. G7yrar ; - 4 _ . 0 i ~ 1 ~ ^~~F :@rearn 4x~~s ~c ~ Cr.iy Et RrareR C rr-,. TqtfL_ P.@4 -r: co:: . ~ 4~ ~ . INLAND -AJs'.~ MPACTiON REPORT : pgpHA1,.TCONCRETE PAVEMENCO . . vkc'~~:~-.~ : . GAUGE~~ . ENGINEE . NO. . coHrww?.. A ) . . , . OFFSET STA. TOSTx ' .SfA . . DanH . mow=.. _ mrj. OONTWLLMNO ..TOKS+i~; ~ ~ ,/:w 9~ y jrlts.~ - . ~q37 ✓ A~ ~x~c F6RRD , 4~ CLAW ?SO Gtl t Q.~. ~ OF& w~:. . 3~r s w . q3. G~,,,c t/ WEAFM~ Sw> W IS'CT' 14G.~t sr° w c4,0 Aot y~ ~ N .t.arv , 4G ~ aasses fg 2- , (025' W ' ' C{Z.Z TEMP. MAT . AV% 1 9 3,4'_ c~ur~ co~ FACraR sto. Z- • ' ) S 4 . ~ ~ I S'~.7 ~~rxratfe.w. RE.. ~~!{i~t6~~ ~ • ~ ~ , , ~ . STi~ ~ p~ REAOWC'g AVG' TO ST/~ CONTRM LOT r,p, T0N8 • . ACp AtB THiCK CLASS g, p, E, R, G Lqp1E LT. OA fR.: EB, W8. NB, SB OTHER tEVEIlNG WEARNG STO. DENSiTY ~ F" QENStSY ~ I ~ ROL1.ERS ' pA$$HS r ' TEW. n+uT aa _ WMe copMTON FacToa AY4 REdARM ' CA ue~~~.r~~ gTREET INSPECTOR t+cTNACfOp ~1F7rG~/~Vn i ~~wrK~ PAOE ~ OF I PA~t3ES• snv e s~xc,.E o~a,►~v~sa►To . Y~~ s vr. w.a ~v- e/as O W = p pug~ d F~ 1 M V I S A A T O RY P W K - QA P = PNEUMATiC ' rF , ~ ~ ~ ~ ~ ~ ~ ~ - - • • • ~ • ~ " • ~ • J V J J J 1 J 1 V 1 1 . V G ~ ~ Quicic Wash witi V .Depwig.-it at Yransoortition Nuciesr Asphal y' anas+wu ~ i"~u"~~~ 1 .aa scu~cs cq~,~~9 -7 ~ ~~1~ ~ r~►p:.~° . , ~ ~ 710 VVL . 1• ~~Sammie 3. wr. 4Zo c>>-c~ ~ . . wLoryswo a. PeKrnt f~!20 x loo 0.05 - . ' t~crccw o~► . - g. yy~- Qnc,ina! SamDle 10- Wc. GrY pSSr°Sate c~ - c~ /3~s ; U ts)t~l w~c. o~► s~e ~ a~ec tAes noaei ~nic ,co , sertal maeNrs 1751 a~97 7. AoRatt hcm NkrCear C~ae:ge It~AtO t~SPfii~t ~ . 73 FWEpt ruOa: e c_vrec:eC A,spirrJt :n - c'; 7=33 pN 4/2V97 :at;e~ 8 Badgrounds 23'2% ~ 9. C;.ne': BC SNi. %+Sar81t Calib/ 699iX Couat Tiire: 8 ainwte , acca$c.s:~ c~aoa~cN . Coaats; 3376 Vaftit: 5.73 1 ~ arEGMT %-A INE 1 :t=t'Vt 7 :a :tF~ ~ . aACElifG1WWG ~ ~ j lsC.^.d►KfG.+T'1/j: ' ~ :sh11Nl.tin'~ffi • ~ I 7~.._'~AN~ J1MtfS 1 ICO•o : q.o _N ►~z•~ '12 I =IS ~j ~ -2, qo/,cc I , ~ q.~' ~ Z( Z. • I ~ / ~ T D T Ia C I1.q 1 to (O~ . j ~ + ~l ~ ; ~ ~ c •o y3 S 7, 10 ( f.+ 1-7 ' I~S~ D 34~g/~ v ;:~~0 ~ ~~u7 S ; ' ~ `f ~ /3.0 !//Z~f ~ Sc '6 ~ 8•0 . 3/7 :ses n C77+a.^4 741ZAI . ~ ~ rw. . ' a z 5---~' ~ ~ , i . •w~~~~~:,. Ces^.a;ta x:teye~ :arcrr:t excact vc. 2:0 cr.y tc nearest o. t% 1 ~ -C• :3:.:C;.~ , ~eR~ i97 • ~ 04S'Q~2~T'4N w~-- • "'iy'^~« C.~ _ Ja~q, ~ " ! - - ° ~ • - v4IJ JJ'Y J P V 1 1 . K~a~ ~'Yn'pi r i . ~ ' • ' . ~ ~ - INLA111t3. ASPHAI..T .'CO.:,~~.- iG[7HCRETE PA1fEMEW-COMPA~UMPt)RT cATE °d _ - _ . . _ ~ . r..• , - _ . - ~fi~.~.!!. ~ ~:•~r'+~_-- : - ' , . ' . . _ 4~~., ' , , . ~`~-,CCNTPJ=-, . . . _ . , '1AC:~ . -•NM"~' PfXXMCT . • . . . ••SECMN • . . r - ~+n,~s ~.as• , = .r_ _ CFFMT ,.w~TAk.:z : y ' r 1 001H . ~ ~ R1rx STA. TQ !S'fA. • ~ ~ ~~Is~~ _ _ - ' . - =0.~~'~~~ LfbT 1~1~: , ~ F►~~~r 'i A~P ~ 7'tqCiL A'i L GtllW 8.. 1% E. F. G . . , wmom~9. ~ F[6. ~ • ,r °rrM LEVMNG VVFAPJW, M. DENBRY FWE ~ 2r wtLm hf Y►'.2j ',IPj2'74 /~2~ FAss~s _ ~ ~►U ~ ~A'• ~ TEMP: MAT AIR AV'a. ~ L'~ , ~E CORqgCTi[3N Fi4GTOR FE!lARKS: , Stk I ~ A~ A. Tp ~ ~~NO. TONS I ►iCP ATS 7R" ~ r.uSS W o. ' F_ F. 0 ~ LAINF-: l.7. on F1T. ; EB, HM N$, $13 ~ dTHEFt ~ LEVELING WEAFRNi3 SCO. eENSrry r~E DEntsriv , ~ RMLM 1 PAMS . ~ ' rEW. Wa wa _aM G1lllQE COAREC11f3N FAGT47R REMAMM- - W,qPEGfdR ~ $TFMIP1SPECMR CONTRACTDR rr . ` F QMCW-- b'GA1 - 5W= MM VIHiRAl7GW "f$ = TiWLlEM STEE"L WWrE - FlI.E P►4GE ~ (7F PA4M DW a DQLNADMMYEBMTQW 3WA a 3 VYHEEL S7EEL CAl4AF1Y - S!!P'f. ' p n ~E~LTtC Pqdlt - DA ~ TOTAL P.@3 . ~ M►4~IMUM DENSITY & MOISTURE 'CURVES ~ a~ECr wo.: ~PRO.1ECT ruwE' o.E+vnTIOnr: 2 A-q S4MPl.E NO.: -j. )l ~ a ~ TEST QATA = 5~~d~d N ~ 1e S~ $1~E / C9 MOLD ' r , TEST N0. ~ 1 I 2 I3 4~5 MDiSTURE CONi3R1t3N ~ a YYYEEIGHT 4F SOi L & MOLD z(~ •°S~ ZL,tl. ~ - WEIG}iT - MOLD _ NEf 1h1ET KIGHT SOIL t NET DRY WEIGHT SC]f L -10 E I ~ I VOL OF MOLD IAI ~ - - - C1RY ❑ENSiIY pcf 13~~~~ 130,-? ' PAN # IPI WET Wf. QF SOIL & TARE Z f•~~ 11 -42- /143, ~ ,20- DRr wT. aF soIL & rARE 10,,2o ja•5~ r ~ ~IGHT - T161RE di7C3 ~ 0,7L? +C3.~~ ~ ~ I►NEIGHT - WATER 0, 7 7 a , $o c>q ! ~ L ~ , - - U WEIGHT - 6RY 5f71L t I.! MO1STLIRE % OF QRI' VfiT. -7 v Z 1 f 1 ~ - -j so~ ~ CLAss _ ~ PASsiNG 3/4 2.7 .4 % PASSINc #4 kal5kr- ~ C p f ~ ~ MA)CfMfJM DEI+lSITY-j33.1-k) pef ~ I i I E Ri]C}C CORR. MAk. DRY DE1d-J-Y- pcf QPTIMUM MOISTUF2E ~ o , ~ 3 ~ E - - ~PC1~ ~~~JC7 g s p p 4 I f ~ ! B y~7.~~.fcr 0 ~ E t p { ~ 9 z • h ~ I ~ ~ •p INrLA~~1+pID ! P/'7Vl~IV EHGRIEERIH[3 , 0 5 10 15 xa as aa 35 aa as INQlSTURE OF QRY WEIGHT} Project No. 1736-02 Memo/Report No. 2 000 GIFFORD CONSULTANTS, INC. uN ,~619gi Geotechnical Engineers E.2020 Springfield P29e 1 of 1 Spokane, WA 99202 (509) 534-3670 O~~• ~ INSPECTION REPORT ❑ MEMORANDUM To: Inland Pacific Engineering Day: Monday 707 W. 7t" Ave., Suite 200 Date: June 9, 1997 Spokane, WA 99204 Project: Riverwalk 6th Addition City/County Permit No.: Project Address: Indiana off Barker Rd.. Attn: Mr. Jerry Peterson Spokane, WA Project Manager SUBJECT : Concrete Testing (curbing) On site at 7:30 AM at the request of Mr. Nelson Odgen of Inland Pacific. Weather was sunny and in the 70's. The contractor, Johnson Concrete was placing concrete curbing along Indiana. - Approximately 100 cubic yards of mix #3121, 3000 PSI concrete with AEA was placed. I took the concrete slump, air content and one set of four compressive strength test cylinders after approximately 20 yards of concrete had been placed. Results were as follows: Specifications Slump 5.25 in. 4 in. max. Air 5.0% 4.5%-7.5% I reported the results to Nelson and told him that specifications were for a 4 inch slump. He said that he had agreed to allow the contractor a 5 inch slump. Concrete cylinders were placed in an insulated storage container and left to cure overnight. r P'Y -=1 Off site at about 8:30. ± cc: ~ • P. ~.~.b.._,. ~ 4--- - ► - - Reviewed By : . . . Copies to: C'iFORD CONSUL TANTS, GEOTECHN/CAL ENGINEERS E. 2020 SpdngTie/d Ave. Spokaire, WA 99202 1509J 534-3670 SAMPLING AND COMPRESSIVE STRENGTH TEST REPORT PROJECT: Riverwalk 6th Addn. BUILDING PERMIT NO.: GCI JOB NO.: 2197-36 GENERAL CONTRACTOR: PROJECT ADDRESS: Indiana SUBCONTRACTOR: Johnson's Concrete ~ CITY, STATE: Spokane, WA WEATHER AT TIME OF SAMPLING: Sunny DATE OF REPORT: 6-9-97 AMBIENT TEMPERATURE: 65° SAMPLING DATA (ASTM C 31) MATERIAL SAMPLED: : Concrete DATE SAMPI.ED: : 6-9-97 SAMPLGD BY: : T. Gilman TOTAL YDS. THIS POUR: 10 LOCATION OF PLACEMENT: Curbing YDS.3, BATCH / CUMULATIVE: ; 20 100 .i..................................... SPECIFIC SAMPLE LOCATION: E Indiana; L 4/5 Bl DELIVERY TICKET NO.: ~ 65040 .s.......................................................... . SPECIMEN TYPE: : 6" x 12" cylinder BATCH TIME / END TIIvIE / : 7:05 ; 7:52 : 47 , . , ~ ..........z....................... ,r;A:. ;rC;~ w:;:.• „ ,^:~~u k : , .~,.,z , :;4~~,~~:r;r~„c~.~,#"l , . , ~ALLOWABLEWATER• ...24ga1 SUPPLIER: E CPM WATER BEFORE/AFfER E 5 2 MIX NO.: E 3132 SAMPLE OBTAINED FROM: E End of Hose • SACK CONTENT: : 5 FIELD TFSTS E SPEC. : ACTUAL TYPE CEMENT: IIA SLUMP, in. fasrM C 1431: 5 max A 5.25" .i................ . MAX. AGG. SIZE: 3/4 CONC. TEMP., °F IasrM c 1064l: 60-90 • . . • . . . .................................................................t.......................................................... DESIGN STRENGTH, psi: : 3000 AIR CONTENT, 96 (ASTM C 2311: c 4.0-7.0 : S% . . ADMIXTURES ADDED AT : AEA UNIT WEIGHT, pcf IASTM C 1381: E tl/a j. .o. ADMIXTURES ADDED AT SITE: . W/C RATIO: . i n/a Abbrevtations: AEA=Air Entraining Admixture WRAm Water Reducer HR1Vft=High Range Water Reducer (Superplasticiur) FR=Fiber Reinforcanent CA=Calcium Chloride Acceterator NCA=Nan-Chloride Accelerator FA=Fly Ash ns.=not supplied n.r.=not retorded n.t.=not tutod COMPRESSION TEST DATA (ASTM C 39) TOTAL SPECIIvIEN DATE DATE AGE, 1'ESTED ' LOAD, AREA, STRENGTH, LABNO. FIELD NO. RECEIVED TESTED DAYS BY . LBS. SQ. IN. PSI . . . 97-0412 21970609A 6-10 6-16 7 JLT 79,360 28.56 2,780 . . . . . . . . . . . . . . . . . . . . . . 0413 B 7-7 28 TB 111,560 28.49 3,920 . . . . . . . . . . . . - . . . . . 0414 C 7-7 28 TB 106,840 28.49 3,750 . . . . . . . . . . . . 0415 D H . . . . . . . . . . . . . . . . . . . . . . . . . _ REQUIRED AVERAGE 28-DAY STRENGTH, PSI: 3000 MEETS SPECIFICATION ~ACTUAL AVERAGE 28-DAY STRENGTH, PSI: 3,835 ~ O FAILS SPECIFICATION Notes: Technician Signature 1 GENERAL NOTES 1. CURB 1HtET 91/Ll BE COHSSAUCiEO M ACCOROANCE MTl1 AS7Y C 470 (MyiTO Y 199) t ASTY C E90 ' U►t1E55 O1MERtNSC SqOWl1 OH VUWS OR NOTED , W 1ME PRO.ECT SPEO/IL PROVISIONS ' • x. ToP sunrAcc to et eRoa+ n►nsHto. ' ALL EXSERNAL EOCES NOT U►8E1LD SMALL BE iROnEt1FD N7TH 1/4' RADNS EDC£R ~ 4. OUCI+sOH Z' SMAII eE 9toMl/ OM 1HE PWIS • SwA~E GE i CuRB DROP ' - - - - - 3.(L ORAINACE , SwALE CUB I ~CUTTER ND ~ ~ • ' ~ ' ' ~ 4' PORTLANO CEMENT CONCRETE i BSECTION B-B r._ 3'~~~ . / CURB 1NLET TYPE 1 , . ~ 1L • ~•Y~S SPOKANE COUNTY APPROVEO . STArtDARD = sN~ ~ OEP~~ENT O~PUBU% ~RKS r~~ CURB INIET TYPE 1 8-8 r