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24841 PE-1414A ' P~ ~~IFIC' ENGIIVEERlh1G - TR4NSMITTAL 7,01 W. 7th Avenue, sufte 204 spokane,lr►!,q (509)458-6840 Fax: (5as)458-6844 tid~~~'~S~ .r4~ 4 . . 5: { _ _ _-_:f'f~:"~'ii~ 'i'~'~ypp{~`"~'ii'~'ii'~'ii'~'i '4'i'~'ii'~'ii'~'~f .Vr.r4•`~, 6k' our~tl~ En9ineering DePt. 1~ . ~ ~ ~ ~ ~ - - 1 ~ 3 , - - - - - - ° B roadV11ay ~ , ~ ~ . - - - = f-: - . , - {"A t ~*R i~ , - - ----ti' % - ~~d~e'ilVa. 99260-0170 _ 1 - - ~ . ~,~r„ ?•,~•,r ~•k~.t~~.~:,~.~:,~.~:,~:~:,~.~:,,;,•,,,,,;, k•t,~.,,;~; r~:yrMwE~•~,~„• .:r;1==~~==_=_-=. ~ ~ •,•f r~ r,rr, . '.t , , = f~r:x~r•.fAt~~r r~f~i~~ x~~:,:i~ii,ii~ii,ii~:,:;+. ~ ~"~=:1~~~~ ~ ~.1~~EIVT1O1~: Bill l~br1"1rr11ngs ~ PRO,~EC'T< 1~A[I~~E, ~~vOr'~iit~ Ik ri - - - _ - - _ - .r......... ' ' f ; ~4'2'`'~t ~4•i~'eaE,~; , , •,•~'s _ _ • „ „ ~ , - _ - - _ I44~~ ;~ECT ~ . - • - - - - "`Fr. ,ti~rr-- t, r•, ±i;''' ;~;si~i~i~i~i~i~i~;~;~; ~;t,;,,;,~,,;,;,;r '~;,~i~i; ~'~ti:' .ti:':~4'i'~'~' ~~'~'i'~'~ i'~'~ i'~'~ ~ . -''-'-v -~"-v'-'~-~'-'_ A ' ~t. DOscrI ~ ~ ~Y _ - i Xerax Prints ❑ Copy of Letter ■ Record Drawings 0 Or-jgindF0t4vwiiF'1g El Contract Documen#s ■ Certification Package 0`'' rk~AutKoi~ation 0 Report Cl V . f~ i ~ •9~Y~i ~~Is ~-/esY~pi/on 1s~t_ CSR vf 5R) `Street and Drainage Recvrd Drawings - ~ - t$k'. ofi ~kyL"Record Drawings, band copies -~r jhdd(i~ijth correspandence, test repvrts, and daily repor#s ~ . ~g~ti': =i' Ptan, Record Drawing-- 3#io~r'►`Pian, band copies ~ . M•~. = - ~ i-ranual fvr Irrigatian System ~ % - - ~ _t IIIIII,_Iffid e~tion- 0 Review & Comments ❑ Per Your Request ~4v' ~;.ya tt ~r~'~4pproval ❑ Signature & Return f~ . 4rp.6rkS ~ B~~I . •:~''~~a*°~~a~&ner~~fianed~-jtefnsfoc.f~r~al ac~ptanre. ~ h~~ve enclosed a ~ coo~ t~i r~~~i~~ `~rawings and~two'bos-d copies for your f i Ies. . :'1f Yo~ .aNO.'at~y1juesfioM;, Olea.46"feel °trea Wgive: me. -a call. Thank you for your II~ _f.r~r~0writiVnAtfiir7~~~j4§Lt- ~ • „r'ti • - ~ QWTIeT Appi~~aTit "As_Blll~~~ ~NG" . -r~.. . - - - ~i.i. • r . - , - - ~ • ! - _ P~{'"11~14~, -81 6,xhh1PV Fdward Dean RIVERWALK ~UI) - L~~;~-• • ~.~f t~' - • > 08-25-45 7'&RDate Pre1im. Review Hearing aate ~ so-ss-~oa~ E. BARiC.FR, N. M1SS10N Lg L.ots No 1 14 LC)TS - 4.1 ACRES (6NGINEER'S DEPT) - Plat File- , FEB-03-99 15:01 FROM: SHOREWOOD.HOMES.INC. ID: 2096659405 PAGE 1 Feb-03•-•99 12:05P K.C. Corlstruc:tiun, Inc. 2087722517 P.OZ r , K. C. CQNSTRUCTION, INC. 2Q5 WW Dakota Aveaoe P" O!!!ce Das 105 HMdes La1N. IdAo i3S33145 Phoor (?,0t 765-3909 Fu (URy 772 ZSl7 Fe:bruary 3. 1999 Hitl i Icrnmings Src)kane (:ounty t'cmgtruction 1026 W. 13roaciway tifxikanc. WA 9926()-0I70 Attcntiun: i3i1111cmmings Kc: Kiverwalk, 2"a Addition Nunchliyt itcms Wc do hcrcby u6ree t(i dt) thc pavcmc;nt patc:h as soan as possiblc, weathcr pcrrnitting. A11 other punc;hli5t items arc corrcctcd at this titne. Sinc:erely, rKlikL.' E'rt„ident '1'om Anderl, President K. ('onstruction, I nc. dha K C; f;x.c;avation Shorewoocl liurnc:s, InC. ► ti . ~ • ID= 2086659405 PAGE 1 FEB-02-99 10:26 FROM: SHOREU00D.HOMES.ING. 200772251 / P.02 ~K. C. CONSTRLTCTION, INC. ~ Y 20ZS West DWkM Ave=* Pat Qfta Bo:11a3 SaJdes Laloc. Idabo t3s3S-14SS "ma cue~ 7&4-"" Faz (248) 772-2s17 ' PEcEIvEa . ~ P~ 3 o~~ Fehruary 2, 1999 999 boKANF COU', 'NENGINEzW ,Bill t ietnmings Spukanr Count} Consuucticm 1026 W. Broadway Spukanc, 1a1rA 99260-0I70 Attcnticin: Bilt I-temmings ltc: kivcrwHlk, 2"i1 Addilion t'unchlitit Ilems WC do hrreby agrec tu dti the p3vc;mcrit liatch arul wncretc wurk as suun as pc»sibjc, wcather permitting. All uther punc;hlist items are c:urrcctcci at this timc. Sincercly, C ..~.~_MikC Klika. 1'rciiclent '1'om Andcrl, 11'residcnt K. C. C:onstcuction, inc. dba K C: 1„xcnvation Shorewood liotnes, lnc. . , C9 ~ . ' ~ INLAND PACIFIC ENGINEERING, INC. January 6, 1999 IPE# 95617 - Spokane County Engineers Offce West 1026 Broadway Ave. Spokane, Wa. 99260 Attn: Bill Hemmings, P.E. RE: Riverwalk 2nd Addition - IPE Construction Certification Package Dear Bill: Please find the following information which is intended to be used by you in the certif cation and acceptance process for Riverwalk 2"d Addition. 1. A three-ring bound set of inspection and testing reports for the work constructed. Included within this binder are the following sections which document the scope and nature of the inspection work provided. , A. Conespondence B. Test Reports C. Daily Reports 2. A set of mylars and two bond copies for your files. Please note that these mylars are new mylars ("Record Drawings") and should replace or supplement the mylars that you currently have for this project. It should be understood that this submittal provides certification for the initially constructed items associated with this project. This certification orily implies that the items shown were substantially built as designed, and only valid the day the as-built survey and visual certification were performed by this engineer. This certification makes no guarantee that other construction activities associated with overall plat build out such as home builders or new home owners have not in fact dislodges, destroyed, filled in or in any manner affected any of the items certified. It should be noted that this letter does not relieve the contractor or developer from the warranties implied within their bonding documents. Should you have any questions or comments related directly to the certification package submitted please do not hesitate to call. Sincerely, Inl Pacific ineering Co., Inc . . ! Todd R. Whipple, P.E. ` President . , . ~ INLAND PACIFIC ENGINEERING, INC. januny , eiav .s em-1. Q-0, W.O. 95617 Dean-Deily Company 16720 N.E. 116th Street Redmond, Washington 98052 Attn: Ed Dean Re: Riverwalk P.U.D. 2nd Addition, Walk Through and Punchlist Dear Ed, At your request we met Monday morning November 24, 1997 on site to participate in a inspection walk through. Present at the meeting were; Jim Radke - Spokane County Engineers Office, A11en Arnold - Artistic Landscape, f Todd Whipple - Inland Pacific Engineering, Bruce Howard - Inland Pacific Engineering, Ed Dean - Dean- Deily Company The following deficient items were noted for correction prior to final acceptance by Spokane County. This list of observed deficiencies in project construction 'is intended to serve as input to help you achieve project acceptance by Spokane County. The absence of constructed items from this list in no way implies that .any unlisted item(s) have been approved or are approvable under current County Standards. By copy of this letter, we are notifying the County Engineer's staff that we have requested compliance on the issues listed below. Please contact as the deficiencies are being corrected, so that we can proceed with the project certification and acceptance by Spokane County in a timely manner. . , ' • _ afted;-~spF&yed--wk4+- , • )nd ] sc na 707 West 7th • Suite 200 2020 Lakewood Drive • Suite 205 Spokane, WA 99204 Coeur d'Alene, ID 83814 509-458-6840 • FAX: 509-458-6844 208-765-7784 • FAX: 208-769-7277 Walk Through Punchlist page 2 * Install street and stop sign per the plan set and M.U.T.C.D.. (Typical all intersections.) , > > ) , • ~ * . . . , south) * Remove and replace the driveway panels at E. 19122 Indiana, install driveway drop per Spokane County detail A-7. ~ ~u L LZ~MZ_ Should you have any questions regarding this information please do not hesitate to call. Sincerely, Inland Pacific Engineering . . Bruce A. Howard Principal cc: Jim Radke, Spokane County - INLAND PACIFIC ENGINEERING 707 West 7th Avenue, Suite 200 Spokane, WA 99204 Telephone: (509) 458-6840 FAX: (509) 458-6844 FAX TRANSM/TTAL , DATE: : December 2, 1998 ? NO. OF PAGES: ::4 Including Cover Sheet TO: ~ Mike Klika ` FAX NO.: ; 208.772.2517 ~ . . COMPANY: ; K.C. Construction ~ PHONE NO.: : 208.765.3909 ~ . ~ : FROM: # Bruce Howard ~ JOB NO.: : 95617 f............................ PROJECT NAME: = Riverwalk 2"d Addition , ORIGfNAL {N MAfL: O YES O NO , NOTES: Mike, Please review the attached inspection report and punchlist. Upon notification from Tom Anderl, I visited the site to verify punchlist items and found several items compieted. We were ,iot notified of any construction activity and did not perform any inspection on the checked off .ems on the punchlist. Due to our experience at Riverwalk 1st Addition, we will not be able to certify the eyebrow removal, curb or sidewalk replacement due to lack of inspection. Did you have a representative from Spokane County inspect this activity or any other firm that can certify this work? We would like to complete this project as soon as possible, but without proper notification of construction activities, we will not be able to certify the plan set to Spokane County. Please ca{{ us and provide any information that may help us certify this project. Bruce A. Howard Ito INLAND PACIFIC ENGINEERING, INC. November 1, 1996 W.O. No. 96106 & 95617 Spokane County Public Works W. 1026 Broadway Spokane, WA 99260 Attn: Bill Johns, P.E., Spokane Counry Engineer Re: Riverwalk 2nd Addition- Construction Certification Package Dear Bill: Per your request please find the following information which is intended to be reviewed by the County and used in the certification process for R.iverwalk 2nd Addition. 1. A three-ring bound set of inspection and. testing reports for the work constructed. Included within this binder are the following sections which document the scope and nature of the inspection work provided. A. Correspondence _ B. Test Reports C. Daily Reports 2. A set of mylars and two paper'copies for review and comment. Please note that these mylars are new mylars and should replace or supplement the mylars that the County currently has for this project. It should be understood that this submittal provides certification for the irutially constructed and approved construction iterris associated with this project. This certification only implies that the items shown were substantially built as designed, and only valid the day the as-built survey and visual certification were performed by this engineer. This certification makes no guarantee that other construction activities associated with overall plat build out such as home builders or new home owners have not in fact dislodged, destroyed, filled in or in any manner affected any of the items certified. It should be noted that this letter does not relieve the contractor or developer from the wananties implied within their bonding documents. Should you have any questions or comments related directly to the certification package submitted please do not hesitate to call. _ Sincg rely, Inlabd Pacific ng'neering Co., Inc. ~ • JV Todd R. Whipple, P. E. TRW/tw cc: Dean-Housley, Mark Hancock file 707 West 7th • Suite 200 2020 Lakewood Orive • Suite 205 Spokane, WA 99204 Coeur d'Alene, ID 83814 • 509-458-6840 • FAX: 509-458-6844 208-765-7784 • FAX: 208-769-7277 . , r , . , S P O K A N E C O U N T Y DNISION OF ENGINEERING AND ROADS • A DIVISION OF THE PUBLIC WORKS DEPARTMENT William A. Johns, P.E., County Engineer Dennis M. Scott, P.E., Director ~ ; n.q ~ • ci # ~ - Februaty 11, 1997 ~icl Initials i •^'T^J ` • ~ _ Todd Whipple, P.E. ; Inland Pacific Engineering, Inc. - - SUBJECT: P1414B - Riverwalk P.U.D. 3rd Addition Construrtion Documentation: lst Submittal Gentlemen: We have reviewed your recent submittal for this project; we are unable to accept the submittal at this time. A list of items needing attention is enclosed, and are indicated in red on the attached print. Please ensure that the necessary corrections have been completed prior to the next submittal. If you have any questions, please contact Ed Parry at 456-3600. Thank you. Very truly yours, William A. Johns, P. E. Spokane County Engineer ~ Edward Jr., P. E. Plan Review Engineer encls: Commenis '(1 page) Plans (1 set - blackline print; 1 set - mylar) cc: project file reviewer Dean Housely Company (Mark Hancock) 1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 456-3600 FAX: (509) 324-3478 TDD: (549) 324-3166 - - -:w • ~ 'REVIEW COMVENTS , SFOKANE COUNTY DNISION OP ENGINEERING & ROADS 1026 W BROADWAY, SPOKANE WA 99260-0710 - PHONE (509)456-3600 FAX (509)324-3478 SUBMITTAL -LlRecord Drawingsl REVIEWER: EdTxrv PROJECT P 1414B DATE: 11 February 9-L PROJECT NAME: Riverwalk 3rd Addition GENERAL ITEMSz l. Has the Fire District approved the revisions for the Salmon River Lane configuration? 2. Have all punchlist items identified by the Construction Engineer been completed? 3. The wording "or my agent" is acceptable only on this project. Since the County Standards for Road and Sewer Construction do not include these words, they should not be included on Record Drawing submittals for future projects. Sheet 4R: 1. Detail at pond A2 should be coordinated with the revised layout for Salmon River Lane. 2. The County will be able to conduct a final inspection on pond A2 and C2 when the irrigation systems have been installed and the swale vegetation has been established . 1 . 1 • nV ~~MININ0D •ajLva • awyN c~Z>Vd U3naa DNIanIaNI) . =53DVd 90'60N' #XVA ANVdwoa - TV ~ ~ OJL ~ .i: (s)t-a-nlzt #~~Irl •.i.Na~ em•d oxY(a DO1Z t.O?iIKYa WD1'1 `.1.N0D 'ki51rM OIZ6•LZ£ xv►3 MS-9W609) 50"or~ YAi'3NVxoas 7AY NUvWsIg 'OtA 6OCC . ';)Ul `!)NIJL:)Vujxoa Nouawva . . T Q'^+ ct t 7AJ 7S AAC 1Oti2ilN0O N0a3WtiO v~ ' ~I'Yf'5:, I~V♦ V V s • - ~ 36-t:ll -C: 1 i = Oc EUGIhtGEP ~ r~'_ . . - - - - - - - - - - - - - . . . ~ ' + . P. 3d20 Broadwey 5 okene W P . •shinQtQn 99202 - bu dinger & associates geotQchnical & ri-)atP.►iC7l et1qIr~PE~tS _ CzmerOn COnstruction January 2, 1996 3309eWest eismark Spokane,)WA 99205 ProjeCt htumber L95399 attention: Brian Winkler ~ PROJECT: Riverwalk Second Addition Spokane, wA SU6JECT: Concrete laboratory Testing In accorddnCe with your request, we have provided labordtory testing on 5 concrete tores submitted to us on Qecerrrber 29, 1995.. Laboratory analysis was iimited to thp foiiowing test, selected at your distretian: + 1. Measur i ng the Length of Dr i 11ed Concre#e--Cores ASTM C-174 . Test results are tabulated on the attached Laboratory Summary. Test data and other sample information is maintained in our files and may be provided upon request. It is a pleasure to be of service to you on Lhis Project. Should you have any questions regarding this Report, nlease tall. Respectfully Submitted: 6UDINGER & ASSOCIATf S //U97. A. Revard JR/rb oratoryServiceS Addressee - Z At tac httrent F.C.Budingor Pi! Stephsn D. eutchstt PE stnn% cvlc oa., .fofin E. Ftnne9an EIT . • , . . • . _ . . • ..Sr . - -e~MM1 c . : 5%'~`: .:1-' . . . . . , . , _ CAMERON CONTRACT 509 3279210 P.03 ' - '`-+t-E 1-Q2 17: 02 EaJUZNGEF- f{r;Vl . w• • a ~ RIYER4IALK SECONp AabITION Project Number L95399 Spokane, wA January Z, 1996 :r UM1NY 9mr ~ SN~IE ~ 1 2 3 t S un By tli~t tlimt tliat tlimt Clint YME W ~are fort tare Lom tcrt 0K REtfiM 1t1M5 1tfi9/9S 11/191% 1t~~91~ URE Oj* kR lac~es ~,~5 1.21 i.n t.13 t.tl ttRf A18 1ect~s 135 6.45 5.84 ~5.14 5.20 - . . • n ~ AYDK lENG1H lnthes 6,~5 2 w , . SP O K A N E C O U N T Y DIVISION OF ENGAVEERING AND ROADS • A DIVISION OF THE PUBLIC WORKS DEPARTMENT William A. Johns, P.E., Acting County Engineer Dennis M. Scott, P.E., Director October 24, 1995 Edward Dean Stanton Spokane L.P. 16720 NE 116th Street Redmond, WA 98052 SUBJECT: P1414A - Riverwalk lst Addition Stop Work Order - Unauthorized Construction in County Right of Way Dear Mr. Dean: I have been informed that you are performing construction work in Spokane County Right of Way for Indiana Avenue without a permit, as well as without accepted road and drainage plans. . I am notifying you that you are in violation of the provisionis of Spokane County Code §9.14 and §9.40. Under the provisions of Spokane County Code §9.14 and §9.40 , I am hereby directing you to immediatelvi cease all construction-related activity within the public Right-of-Way on this project. If you continue with construction-related activity within the public Right-of-Way on this project after receipt of this letter, I will contact the Spokane County Sheriff's Department and notify them to enforce this stop work order. In addition to ceasing all construction-related activity within the public Right-of-Way on this project, you are directed to properly secure all excavations so as not to present a nuisance, attractive or otherwise, to the safety of the general public. In order to receive a permit for work in the public Right-of-Way on this project, road and drainage plans meeting the requirements of the Spokane County Road Standards must be submitted, and receive acceptance from the County Engineer, as noted in Section 5.01 of the Spokane County Standards for Road and Sewer Construction. To date (as of 11:00 a. m. October 24, 1995) the plans for this project have not been accepted by the County Engineer's Office, nor has any permit been issued. 1026 W. Broadway Ave. 0 Spokane, WA 99260.0170 0 (509) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3166 . ` w . ' Edward Dean P1414A - Riverwalk lst Terrace Addition Stop Work Order October 24, 1995 Page 2 of 2 In addition, my representatives observed -(in the morning of October 24, 1995) several items which will have an impact on the acceptance of this road: a. There was apparently no construction inspector visible on the site, with road base course and concrete curb work in progress; b. The curb on the south side of Indiana appeared to have not been adequately protected from the weather, in that the pockmarked finish indicates exposure to rain; and c. The gutter portion of the Type "B" curb was found to be only Sih" thick, instead of the 6" thickness required in the standards. . These observations indicate to me that the construction inspection effort by your agents on this project is sorely insufficient, and immediate corrective action is required to ensure that all work to be installed is constructed in accordance with the plans and specifcations. Failure to ensure that the work is properly constructed will preclude the County from accepting the work. Any _ surety posted for the construction of this work will not released or reduced until all the work has been demonstrated to meet the specifications. I am also advising you that without a permit, the County will not be able to finalize the plat. Should you need any clarification on the content of this letter, please call me at 456-3600 to establish a mutually convenient time to meet and discuss your questions. I am also expecting that you will call to inform me of the corrective action you are taking. Sincerely, ~ r 2 Lw William A. Joh s, P.E. Acting Spokane County Engineer _f cc: Project file Spokane County Engineer's Office: Bill Hemmings Terry Lightfoot Dennis Scott Spokane County Prosecutor's Office: Jun Emacio, Mike Dempsey IPEC: Todd Whipple . ~ ~ ~ , ~~~•5 ~ -TO ItFtO vls~ tldo=~~ 10 Va 'TO O,tT" ~ . ~ t r•s+cx ~ ~rt 5~%t~ ~ ~.;TWA-A, .4- • • i . INLAND PACiFIC ENGINEERING, INC. October 31, 1995 IPE W.0495617 Spokane County Engineers Office 1026 W. Broadway Spokane, Washington 99260-0170 . Attn: Bill Johns, P.E. RE: Riverwalk 2nd Addition Construction Inspection Dear Bill: As per our conversation on Wednesday October 25, 1995 I took it upon myself to contact Terry Lightfoot in your department concerning several questions I had pertaining to construction inspection, as well as the joint inspection of the Riverwalk 2nd Addition project, Also mentioned- in this meeting was the fact that IPEC is the first firm in town to attempt this new acceptance and inspection procedure, this project may set precedence and therefore is under the microscope. After leaving our meeti.ng on the 25th, I thought we had come to a conclusion that a representative from the County : would be available to run through a Inspection Punchlist to help our i.nspector understand `the requirements for acceptance of street and drainage facilities located • within the County Right of Way. As you lnow there are numerous items left either unsaid or unclear as to the requirements of private inspection. It will take a joint effort from both parties to come to " a conclusion on many items. I would like to make the effort of starting the cominunication off on the right foot. After a lengthy conversation with Terry Lightfoot today, I feel there are bad feeli.ngs between Terry and the private i.nspection community. He had indicated to me he does not want to go through a punchlist with any representative from our frm, and he would not be willing to answer speci.fic questions concerni.ng tolerances and i.nterpretations of the newly adopted Spokane County Guidelines. Terry said "the private industry prompted the private i.nspection, we thought you had it all worked out, therefore come up with your own tolerances and interpretations, do not use the County's! A11 dimensions are minimu~," I would like to open lines of com.munication between Spokane County and Inland Pacific Engineering concerning the newly adopted standards and construction inspection. I have numerous inspection related questions on minimum requirements as well as procedures, and i feel Terry has a bad attitude concern.i.ng the newly adopted Spokane County .ies. From the Guidelu questions I asked Terry, he did not have a.ny ~ ...._,.~r,s., ..unwilling to give them to me. If we are going to make thls new proc s ork v~re will' al~ ~ , E EI wpS 1I dvaw4LWpdx1Jd 1995 = a ; r. 707 West 7th • Suite 200 t.:<<~jNEEFr. Spokane, Washington 99204 509-458-6840 FAX: 509-458-6844 • ► , • . need to communicate better and work together. Ed Parry. indicated he would be starting a Construction Manual sometime this winter. I would like to suggest the private industry be involved in the development of the County's Construction Manual when it begins. Listed below are a few but not all of the items I am concerned about at this ti.me. 1. What is the process of notifying the County for sewer and street inspections? 2. What items are included or not included in sewer inspections? 3. How often do we have to supply inspection reports to the County? 4. What is meant by "spot inspections"? 5. Are there allowable tolerances for paving and concrete thicknesses? 6. If an item does not reach nunimum County standards, such as the items mentioned in you letter dated October 24, 1995, is the County responsible to report these sub-standard items to us, as well as the contractor? This list could get very long and time consuming to conti.nue. I would like to request a meeting at your convenience to discuss these and other items concerning the private construction inspection. I would also like to request another representative from the County Inspection Department, other than Terry Lightfoot, be the contact for evezy day questians and interpretations. I would hope these meetings will be less confrontational than the one I had with Terry. As you know it is very hard to contact yourself or Scott Egger, as both of you spend so much time away from the ofSce. It would be nice to have a contact available to have conversations with on a daily basis if need be. The current system of leaving messages with you, Scott and Terry is not working, as we can not get responses back from your office in a timely manner. If you have any questions or would like to set a meeti.ng ti.me, please give me a call at our office. _ Sincerely, Inland Pacific Engineering, Inc. A gn.~~ Bruce A. Howard, E.I.T. • Project Manager cc: Project F'ile Vem Jacobson Spokane County Eng'meer's Office: Bill Hemmings, Ed Parry, Scott Egger, Terry Lightfoot, Dennis Scott E 1,►pSf Irt►K„~►linrpQWLlar / - ~ . INLAND PACIFIC ENGINEERING, INC. December 11, 1995 IPE W.O.#95617 Spokane County Engineers Office 1026 W. Broadway Spokane, Washi.ngton 99260-0170 Attn: Bill Johns, P.E. RE: Riverwalk 2nd Addition Construction Inspection Dear Bill: At the request of our client and his contractor, we are requesti.ng to schedule a final inspection per Section 9.06, Construction Inspection Notifications and Records, of the Snokane Countv Standards for Road and Sewer Construction. As noted. in this section, deficiencies found will be corrected by the sponsor prior to road acceptance. Therefore, we feel the record as-built drawings should be prepared after the Counties final inspection is completed. This will allow the contractor to complete the Counties punchlist items, a.nd be shown accordingly on the recorded as-built drawi.ngs. I would like to schedule the final inspection as soon as possible. The sponsors representative, Veme Jacobson, and myself will make ourselves available to meet you on site when it fits your schedule. We would like to have this meeting prior to the end of . this week, as the contractor has the ability to finish any punchlist items nexrt week. If you have any questions or would like to set a meeting time, please give me a call at our office. Sincerely, Inland Paci_fic Engineering, Inc. • • ' •/Y~~' ~ ~~~1 / Bruce A. Howard, E.I.T. Project Manager cc: Project F'~le Veme Jacobson ° ° Ed Dean qJ ~ r,~- , :r_ . Spokane County Engineer's Office: Ed Parry f OTC 1 .i 199 E ~ 5 ~ ; , E`~~I fiw^vW trpocol.,a 707 West 7th • Suite 200 Spokane, Washington 99204 509-458-6840 FAX: 509-458-6844 3• ~ ' 0-1 S P O K A N E , C O U N T Y DIVISION OF ENGINEERING AND ROADS • A DIVISION OF THE PUBLIC WORKS DEPARTMENT William A. Johns, P.E., Acting County Engineer Dennis M. Scott, P.E., Director December 13, 1995 Bruce Howard Inland Pacific Engineering Co. 707 West 7th Avenue, Suite 200 Spokane, WA 99204 SUBJECT: P1414A - Riverwalk P.U.D. 2nd Addition Request for Final Inspection . Gentlemen: . I have reviewed your request for a Final Inspection, dated 11 Dec 95. In order to conduct this inspection, the Construction Engineer will need- to provide the following: . l. Certification that the Construction Engineer has inspected the work, and that the improvements noted on the accepted plans were constructed in accordance with the plans and specifications; and 2. A red-lined plan set indicating the As-Constructed condition of the improvements, bearing the certification noted in Section 9.10 of the Spokane County Standards for Road and Sewer Construction. These requirements are in keeping with tlie process standards that you and your client requested to govern this project. I would like to remind you that all work on this project must meet the minimum requirements noted in the plans and specifications. In my letter of 24 Oct 95, I brought to your attention these items: a. The curb on the south side of Indiana appeared not to have been adequately protected from the weather, based on the pockmarked condition of the surface; and b. The gutter portion of the Type " B " curb was found to be only 51h inches thick, instead af the 6" thickness required in the Standards for design and construction governing this project (the 1981 edition of the Spokane County Road Standards). 1026 W. Broadway Ave. 0 Spokane, WA 99260-0170 •(509) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3166 a P1414A - Riverwalk P.U.D. 2nd Addition ~ Request for Final Inspection December. 13, 1995 Page 2 of 2 Please provide evidence that these, and other items which the County has brought to your attention, are resolved prior to requesting a Final Inspection on this project. You should submit all records and reports, test results, etc., which verify that the proper inspections were performed as required in the Spokane County Standards for Road and Sewer Construction. If you should have questions in this matter, please contact Scott Egger, P.E., or Terry Lightfoot, either by letter, or by telephone at 456-3600. Sincerely, , . l. William A. Johns, P.E. Spokane County Engineer cc: Project file Spokane County Engineer: Scott Egger, Terry Lightfoot • - INLAND PACIFIC ENGINEERING - TRANSMITTAL 707 W. 7th Avenue, Suite 200 Spokane, WA (509)458-6840 Fax: (509)458-6844 . .~r~.:::;;:::~:~::.:.:.:~.;•:.. ~ . s•:: • .~i•r : n Coun En ineerin ctober:::~ TO: Spoka e ty g g r: s.:s r ~ •.r.:•.::~..: rr.:::: . . . . . :~.v,:v:: . h ~ ;:.r : •iih'•" : ri:: . . .:.::•:v:: . . :r~:::; ~ra02;):.' v"f. ' 1026 W. BroadwaY : '......i: : - ' ~ 4 - kane Wa. 99260 0170 Spo ~7:~{ ~A:-:t•:'}:':"} :~'r'r:•:'r,i::. ' : w :..............r ••:d~5r: ' ;~s N: t• ~ •;r•y• }:j~jC•_{::.:t:'-.-::~r'~{:::~>'~::~'~'.' ::'C{~'Y',~+~.'}ii.::: •~r,••`•`:~:i':'' +':j;~: :~:C??~ i•.. : h .ti t:?:: r:+x4{.:::: }T::: i! ::.'r'S}ti ~C;.,i:: . - ~ ~.`ti:.J::~ :!}!r1 •y._ . •::.1':. ~ •:::••iM1 Y}1• 'ti f .•f.L :ti':::_.•:t' _ • :ll... . . . . _ •.'+k, . :.ti{,:~ .•.l.' yf•} ~•{•`••f•:::::~.. .•~}}k'.~ •:J•'•}.%::•:• ~ :.1 ;.~{f. ;.;{.f . . . '.r:. ' . .:...y.::..'. . g i:.' . Jl..{•:.•.•. J..~ : J.ti.. { "irir }S}. ~ • • • :vf:::...'... ~ J Y_...::': ; : : , ~ '~Yi'~ L ti. ..YJ ~J: lk•: - A . . . :~b.iid :Na~ TTENTION: Ed ParrY, P.E. ~~'C:: :•:h. r: +i. ~i{:;Cv: . ~Y~: Y.~ •i ~.'ii'r'?''iiti • ''i • - ' •ii+C~M.. ~ h- fir:.•- r::<;r :`•.~rr. : ~.:•;4} :v:..~'.i'' ...}itiC• {.;y{ 5::; • , : . : rn~X•ii ~::{•TJ.`4:: i:' ; }ii'y,:; ' :;:}Y.• J;{.:::.i::.:.: n' ::v:: v"...:.:~: ~~:xt•r:ti+ - i:'~~~:i:":=:~' •rv}?:._~:.;~' •?iY{:;..' 4}• •:{::i,~_;... . . ..~Y' :ti~•}ii: . . PR J.. • •:.ti . , t' ~ 1 f.• _ ~ . ~ PE-1414-8 OJECT . r: . . . . . _ . . . . _ : .v: . . ~ .r. ~:•r~.; : : • ~;ti........ ••::c• . : L:. • : : • - . - . . . i:~:'~ : . .z•:: : S:'•i . .tv:'`:'' : y~::2 .:::rn~r::.: -.::5 . .,,t~::•: +:;:r,.,;;~ . ...1 1 ~ :::t:;<.;•>:'~ •:.:::::.:::t•::•:: .........v:::.:::: Description: ~ • Prints 0 Copy of Letter 0 Copies of app. plans 0 Original Drawing 0 Contract Documents [I • Work Authorization 0 Drainage Report ■ Inspection Reports No. Copies Description ~ 55 pages of daily inspection reports, including soil classification and proctor info. ~ Purpose I ■ Information 0 Review & Comments Per Your Request Cl Written Approval ❑ Signature & Return 0 Remarks Ed- ~ As per Bill Hemmings request, I have included copies of all the daily inspection report to date that I have. Updated inspection reports are sent out in the mail on Mondays by AGRA Earth and Environmental. If you would like copies of the most current reports, I will be happy to make copies of them when we get them in our office. If you need any further information, or have any questions, please let me know. - Signed: ~ 0 1 Bruce A. Howard, E.I.T. cc: file r N , AG RA Earth & Environmental E 520 North FoOthills Drive. Suite 600 Spokane, Washington, U.S.A. 99207 482-0104 Fax (509) 482-0202 L ETT E R O F T RA N S M I 1TA L TO Dec.-j • / I U u~.j ~t DATE JOB NO. ATTENTION ~ A? E c~RE: ~ Te'J',nn o(~ rc.74' a ' WE ARE SENDING YOUZ='Attached O Under separate cover via the following items: El Report O Prints O Plans O 3 1/2p Disk O 5 1/4" Disk O Letter O Shop drawings O Specifications O COPIES I DATE ~ MO. I DESCFtIPT10N ~ ~117 lS 5, -Cp c.<Lf,o..•~~ ~ c~~ esu ~ft . THESE ARE TRANSMITTED as checked below: O For approval O Approved as submitted O Resubmit copies for approval E" For your use O Approved as noted O Submit copies for distribution O As requested O Retumed for corrections O Retum corrected prints O For review and comment D O FOR BIDS DUE 19 O PRINTS RETURNED AFTER LOAN TO US REMARKS . . . ` %5 . . . 1. P. E. COPY TO SIGNED ~ nGPA Eaa, a EnvftonR+et,W. inc. (Re,►. 7i94) ~0~ti~ 1my AGRA Earth & En.vironmental E. 520 Nonh Foothilis Orive, Suite 600 Spokane, Washington, U.S.A. 99207 OATE q la LAB NO. GLIENT ~~Na s NAwsLc ~ PROJECT Qwt2t-0ALk PROJECT NO. SOIL IOCATION srA 19 tSb pEorN 1' CLASSIFICATION SYMBOL: CC . Unified Soil Classlfication System' GrouD FieIC Idtntiliution Procedurts ' Milor Oiwsions Symppls Typitil Nimn (excludi nq Oarticles Iarqer tAan 15 mm +nd p"nq frattiont on estimated wtiqhts) 3 4 ~ S Gw WeII•yradeC 9ravelt, pra"l tand mix• Wide rinQe in grain tizet ond w0ntantial x c tures, tittla ot no (inei. .n+ounts or.u inc..m.ei.ce wrtKie ,;te,, 8 0 ~ o~f, GP POo+Iy pr~ prawls. pav~l•sard mix• Predominantly one titt or a ranqe ol sizes p r- E U IYfff. IIItIf Ot n0 IInK wi(h f4me 1nlHrt1fd1aIe ti2ft Ttttifl9. n Z ~t•=~E ' C 8'" E~ GM Silcy priwls, qrv,rel•LAC•1ill TIXLYfK No^ptrstK r^es or fu~et with low plnticlty ° ^ " " ~ ~ ~ ~ ~ • (for ider►tifiution procburtt wt ML be1ow1. - a-Z zt E a~ o a+rev amit. a~0s+natl.,► ~.,tK r~,., Ira iaeneircaci«+ aoo.a,rn mixtuns. ~ we Cl DNow). M 'n 'w E Q z ~ rn w.u.g►,d.e u~, a,Y.uY w~,a%. Widt tanQe in praIn tisn.~+e waunc„i ~ o M ~ A L _y ~ a ~ . littl~ or no /ina. amountt ol all intormed►ate pKtitle tiiti ~ 0 N O C w M ~ o ~ g Sp ~ Pooriy 9radcd sands, pravtlly tandt. Prcdomiruntly one site a a ranqe of tites ~ y 0 Y ~ V Il tllf Ot n0 fints. wit h tOent inlffmlClitf fi2H Tiflin0. c ; E " c2~~ ~i ~ ~ ~ L E Nonpltttk fieu~ ot linet with low pltttitity " E c 8 'C Sm Silcy ssnds, sanatilc miXcures. v~ ;3 c (fot idtntiliution prote0urtt fN Ml beloKl ; ~xZ^ o - : g" Pl+stic tines (low identificatian p.ocedurp 0 SC Clayty tsnds, sanCt1ay mixtures. - ~ . . see CL betow). . " IdMtification Protodures = on f raction Smalltr tfun No. 40 SeM Si=f ~ Q Ory Stnr+qth Oilstancy Tou9hnm ?G a (trvshinq (rextion (tonsisttncll o charactKittict) to diskinq) nox PU z ~ ~ .M InOt¢ufiC tiltt snd v*ry 1iM tandi. rotic 5 t > Ml fbur. alty a tlryey fine f+r+ds or NoM to slipht Ouick to slow None b w ~ dayty tilts wiih sliQhi plaititity. Inowganic days ol low to mcdiun+ 'w ~ CL plastititY. 9nvNly tliys. wndY Medium to Aiph N°n° to vtry Medium ~ d : a d,r, silty cl,n, tan cltys. . stow $ 'w z ~ ;j ~ Y Ot9+nic sila and org+nK sitcy clM ot St~9hc co • ~ Ol low Clasiicih- medium Slow 51' t ~C Y ~ O H llWfgaAit filti. TetKlOVI Or • MM diston►~CtOUt fine sandy ot ~i~t ~ $low t0 nonN Slight to R+cJium mtdiwn oty soilb efastie tillL i ~ u Ec $ „ Inorpnit ctays ol Aiqh plastitity, fat HiqA to rtty 9 L CH Nm high Nont Hig1 OH • Orpanic d+tn ot med'ium co nigh None w vKy Sti¢hc m plastititr. orpanit tilu, Medium to ~iqh $14DW medium HiqAly Organ:t $oits Pc Ptst MW od►tt hiqf►ly orqaniC soilt. ReaQiIY identifil4 Dy totar, o00t. wpOnQy 104 ar►4 frputntly by tiDtow ttxturt. . ~ Bounaa.y ciass4ficatson: sais. oos"as+r+q cna.auerlslKS ol Iwo qroups ar• Cospnated Cy comb+natwns ol 9roup trmDWt. for *aampl•: c3w-GG• wen•qrsdea 4.avel s&na Rw■ture vwth tlay D4naet. . ~ Afl so" Wes on Ihis CRa/1 •re U S. StallOatC . , . After U.S. Army Engineer Watccways Expcrimant Station (1960) and Howard (1977). \ P LAS TI C t:TY. I N D EX TEST OESIGNATION: ASTM 0 4318 Pruject oQ~.~ ,~DDcTI~~ ` Project ~ 42--/3 S~ni~~lc ~ Dzocri 1 ~ (.ab ~ ~Ks- Location/Source. 19+ .So `0.- ~ Datc Tested. cti, Z/o S ~ Material Des,cnptio1" Tested By qO `p 07-- Na~u~al WC . Liquid Limit Pl;~stic Lirnit Numbc~r of Blor~~s 30 o~t / 1 a ~ y Tarc vumbcr ~ S ~P 4 /O Torc * 1V~t Wt (p,m) L t o~/. ~ o2oZ ~ 3 o2S.~' 11.5 l~. O Tare ~ Dn~ wt _ iRm) _ r6.2) a t .5 l (c . Tare Wt. (pn) /O. iK l f, a l c? ~ 1 3 ~ wt of watc:r (gin i 3. 3 3.9 1.3 .5 ~ Dn• VVc Soil (gm) Water Content yC, ~,t.s- . ~ : l SO R CH L ~ ^ • ~ ` :A L . ~ ~ • «i: _ f?~. i i Y .a. :::5 4'~Y1 S .o o : » .t -c. t: • ~ •v ~ ~ r 4. . liff T ~ L r ~ . Y •r C L .10 N ZO "It 45 ^ :t J. L ,A • ! ?y • ~ t j: ' 4 F w ~ 1' O X ~ ~ ~ • ~ • wf. f K 4 X ~ MH , to ~YL C 1: J+f 10 20 90 40 50 o0 70 s0 fl0 t00 110 120 ltOVlD l1IrtIT , . ~ . r + f + w ~ . M w qt A . . ~ . T . ~ . . . R 3 ~ " ► i ~ ~ -Y ~ C . ~ . . 0 H ~ ~ ~ . ~ • ~ u-• StA474IUtY: T 1 i i ■ x. r~ N LtQum LoAn 9. , . . . . . . T Pusnc: Lrwr M a7 , . . . ~ , , . . , . . , I'5 Pt^sncrrY I%-oGx 1 dL. is p 30 . +o EsT ~ H ume E a o t e ILo w s Nmvm• WC L A G R A check Earth & Environmental ea by. E 520 Norrn Foorn;rrs Drive. Suire 600 , Spokane, Wash;nglon. U.S.A. 99207 \ ~ v~ ~ tarcti a Cnvironmentai E 520 Nor1h Foothills Drivc, Suite 600 Spokane, Washinq(on, U. S.A. 99207 SIEVE ANALYSIS - Client: _D--fno £44At,.*t t U Date: QC -k5~ Lab Na: . J t'roject: Proj. No-: ia-l3l/ 5 Sample Descriplion: ,L~~ Method Used: Cl3b Ctn~vt.~TCVE SIEVE S[ZM; ~,E~~D WEIC[R' P~CI Gr SPEC. PCEMAR~CS PASStKG c2 u a$' y 1,~ 8' TAc. LvE! Z13, s- 89, 6" TO F~ ~F 7 G(JEr 5 K7'S ~l eE . /AJ )O cLaJd S , /DO "?o ti . . ,?4SSE0 ~ Jr .91EtIE ~ , _ wa sieve O Dry Sicve O MOISTURE CONTENi' . wd wugK nry Wigtt % Moubure ~ . . _ MIKUS 200 WASH pry Weight of Sample ~ lb Dcy weight aftec Wash Washing Loss SAND EQU[VALENT Triat Sand Reading = Ctay Reading = S. E. _ Trial #2 - Sand Reading = Cfay Reading = S. E. _ p Sand Equivalent Samplcd by: Tested by: OJ W6 Reviewed by: Z~ L-41 - - - 9 • ~ 9 4 %-/4 4 0 0 4 - 4 4 auA E 520 Nonh Foo(hi!!s Onve, Svi(e 600 Spokane. Washr'ngton, U.S.A. 99207 SIEVE ANALYSrS " . Ciient: -Z)EA►.~ I dAw~L.Fc Date: q~ q Lab No: Pcoj. No.: f Irojcct: 2n i1oA-) , ~ Sample Description: Nqrwec Method Used: . - wEIctcr cuMVt.ATIVE PERCE,rr sPEC. SIEVE S[Z F. R~,~~p WEICEtt' p~tNG F~EtiUlR1CS PASStNG ~12. - ra3-5~ 5? X7.1 g-7.8' ~iEVF T,or~N fea~ 3{g a3Y. 3 -1 , 3 -76.q 7)4E REMA/JU/I.x~ ~,oN qQY.O ~~oZ.~ 57,6 OF Tctthl SRMP1,E LV Em,HT 3 q 75 . S/ q7. l~ O r 110. rNAT f~r'J ~ - - . (v 6 yF. 7 36I,9 3b ,1K Y-4 Slt Jr', t,jj~~Yrs t o 7s~.9 a~sy. 7 ~ qo $t~.~ 19a1~ ~~.I 60 .1'9 3. . . - 1 _ l 00 $3t.~1 1 75.9 1~.~ 02l~ g55. ~ ~ wd sicvc b ~ Ory Sicve O f~, . . MOISTUEtE CONTENY' . . wd we;8t~ ~ O;z ~ . Dry Wcigfit % Ma'usbum MtNUS 200 VYASH Dcy Weight of Sample ~a - Dry Weight after Wash ~ 4 3 Vlrashing Loss !1?. lo t5/ 8'` _ SAND EQUIVALENT Trial #l - Sand Reading = Clay Reading = S. E. _ Trial #2 - Sand Reading Clay Reading = S. E. = Sand Equivalent Samplod by:~•~~'~.. Tested by: 1d1 14cDt7Z. Reviewed by: t~ 2~ E 520 Nonn Foothills Orive, Suire 600 ~ A G R A Earth & Envlronmenia; SPokane, Washington, U.S.A. 99201 ; I E N T~~, o,~ s~~,4 v,as CFu P R O J E C 02~ ° t 3~~W.,Tzoa R O J B C T N 0. 4:2- /3// D A T E U95 ,TERIAL DESCRIPTION LAB N0. ~ BQRING ~ ~ DEYTK i~ UID LIMIT 3q ~ GRADATION TEST RESULTS pLASTICYTY INDEX 2_7 . . . . . SIEVE AHAI.YSIS HYQit01dETER ANAIJfSIS.I," A 3114 d pa0041 In IntM6 I N~wl~~ q( MNM • U.S. itoebN N • Intr/lt~•k'MM . : , i ~v • . eI p Q ' 8 ~ o ~ Q• ~~4 ' ' , ' . d • n w N ~ ~f w Q X ~i v~ ~i ~l' ~ X N O O O ~ d Q 0~ O 0' Ioo ~ ; 1 I I I I I I I ~ 1, 1 . 1 , i~ I ~ i i i I I ~ ~ ~ • ~ i a ~ i ► i i a i~ ~ ~ I I 1 ~ 1 I I I I i I I I ( I : 1 I 1 I 1 1 1 ~,I bp I 1 I 1 I I I I I 1 • 1 I•'' to I 1 I 1 I I I I I I ~ ~ ~ I I 1 1 1 I I 1 I ~ • i ~ i i i~ i ~ i i i ~ i ► i i ~ i ~ ~ i ~ ~ i' TC 30~ I I I I I I 1 1 I 1 I W ~ ~ 1 I 1 I ~ I I 1 I 1 . L ~ c~ w I. 1 I I 'G"1 1 1 I I 1 I ~ ~ I I I I 1 I i I ~ m 6c i t i i i i ~ i ~ 'b a) I I I I I I 1 I I 1 N' c~ I I I I I I I ~ ~ ~ z50 I I I t I I 1 I I ~ ~ O w i I I I I 1 I, 1 1 ~ ~ 40 w V ~ I 1 I I I I 1 1 1 1 ~ ~ W a. a 10 ~ I I ~ I 1 r I I I I ~ 710 I I I I I I 1 I I I , 1 1 I I I 1 1 I I I I I . 1 I I I. I I 77 I- , I. I I I ~ ' ~ • ~ I I 1 1 I 1 ~ I. ~ 1 . ~ ~ ~ ~ ~ ~ ~ • to eo f I I I I I I I ~ I I I I I I ' ~ I I ~ ~ ~ I 1 1 I I I 1 1 1 I I I I I I I I I ~ I I I { I I ~ 10 ~ ► i ~ ~ ~ i i i ~ ~ i ' i i i i ~ 1 r i i i• . i i o 2 ~ 4 „ GRAIN SIZE IN 'M1LLIMETERS ~ d COBBLES c•"" ' ►Imo ~ Coors* I u~ll~~ ~ /I~~ FINES caAvEL ~ :AHO . • ~ ;AMPLED T ~.,HOCDF7Z TESTED BY GU. REVEWED BY ' AG R.A PROCTOR ANAL.Y515 Eartfi & Frivii-onmental ' °ATE: ~ / I ~ s , E. '520 North Foothills Drive, Suite 600 4PTL.Osue Spokane, Washington. U.S.A. 99207 CIIENT: btAo` (-1. ' lA8 NO. IS(c~ ~ ~ PAOJECT: ,ilxr LoAa- o2 ~l^) ; ~ Aaflmo ~ 5 PfiOJECT NO: ~ METHOO USEO: Ti R'D , . /r-Pd 5,` GEN. SOIL OESCRIPTION /-)'4Ti4LJt ~ DEp71-/ • % PASSING 3/4 MAXIuSUM DRY OENSiTY !31 "K OPTIMUM MOISTURE 60-$ ' PASS(NG 3/8 RENIARKS - /a34! S MAx Dat "J/".;rz. k co2tz.er-xcaJ PASS[MG #4 SAMPLEQ gY: OJ' 4/mt~-`& , TESTEU BY: e• ~J7cN['Ock . REViEwEO BY: ~ OENSITY TEST NO. I 2 1 3 ~ 4 1 5 ~ 6 W T. OF WETbCYLNOER l 110 7 . y 1 ! /3.53. 7 ~ 11303.q WT. OF CYINVDER loS(oO. 7 I(flS Ia0.7 1 lfl560 ,-7 ~ l05W, 7 ~ . ~ WT. OF WET SAMPLE 4357. g ~qSq7. I I y7q3.0 ~q7qR.7 ~ VOI. OF CYLNtDER 4)3.5 "O75 1)75 ~ UNT WET WEIGHT l o1g. 1~ ~ !3~.~7 ~ 1410.1 1.3 g. 7 UMT Of~Y WEIGHT IoZ`E.'~ ~ /02v. / ~ ! 31• T laF. 7 MOISTUftE otsti No. S ~ e ao 9' WT. OF WETbOISH lfl(9O. ~I ~(p-1 + (9$'K !5- ~ IM.a WT Of: ORY&DISH lDqq.9 I (a5?.;~ ~ 1651.5 ~ bS3. O ~ I W T. OF WATER . !S, g ~ oZk . 5 ~ 3I.0 ~ -'{l.,v wT. oF (YsH /bo?, 'a/ ~ l l03 . lo ~ l lo~3. Z) ~ l 159• 6r wT. OF DAY SAMPLE jga.S- N q,93. (o ~ q4q.5 ~ j(q3, 5 , 'ATER CONTENT% 3.3 ~ c{.q ~ IQ ~ 3 ~ g•3 ~ ~ ~ ~ - . ~ . ~,t( • ~ ~ , . l3( ~ . ~ S2 m ~ U cc ~ F- ~ uJ 12 3 ~ t~t5- ~ ~ r cr. 0 ra~ IT7T-17 T: ~ y ~ 8'~ ~o WATER CONTENT-PERCENT A I JU> ~`r~ - ' •I: • ~ _ -r ` -T.'_.--~..•~~~y`.! : ~t: _ ~ ~ ~ 7 -v: •v :T ~i ~ • . - ~ ; . ~ c r • ~ ~ 'v ~ ~ \ \ ` V ~ .v ~ ~ ` ~ ~ A \ ; , F•;` ; • ~ ~ 7 C: t., 130> ` ~ r •rC:~ \ ..r:~.r'~1~ ~::t, \ \ ~ I \ . ~ ` . ~ • : t J. 1 20> ; .C \ \ y • , , . \ rx~♦ v , ~V, .,y` ~ ~ ♦ ♦ ti:. \„Q ~ v. \ . ` r :~\.C ~ 1 • { ~ a ~ ~ \ \ ~ l ~ ~ . ♦ ~ ~ ♦ ' A ♦ I I 0 > . . .,a ~ . ,t.: \ ~ \ \ ~ ♦ ~ r ♦ ~ M ~W L - ~ Z ~ , \ ~ ~ \ \ ~ I 00>` . ~ ~ ~q~ L . ~am ♦ ~ . 90> ~ ~ ~ • ` ~ ~ ♦ 80 > 80 90 140 1 10 120 130 /r 140 150 .N ~ Laboratory Maximum Density (PCF) Ipyc c ~ ~ Rock Correction Chart ~ ~ a~ ~ N ~ Q PL US 314 lNCN MA rERlAL V'+Pi . .0k; l7 6 txwTE Q l ` [cl 4F4t-o`^'(_t~ ~'l • _ l % D`A GRA Earth & Environmental E. 520 North Foothilis Orive, Suite 600 Spokane, Washington, U.S.A. 99207 OATE LAB NO. 187 , 6LIENT 17O1u PROJECT ~3~ PROJECT NO. la-131~ SOIL LOCATION S'TA ld ~b 1.T !b' i~)Ear0 CLASSIFICATION SYMBOL: GC Unified Soil Ciassification System• Group FieIE Identitiution Proteduret " Major D;vitiorit ymbots Typical Nimes (txcludinq particlet larqer than 75 mm (t) and Dtsinq Irattio+►s on estimstM weiqhtt) 1 2 ~ ] I 4 ~ 5 z WeII•yrade0 pwtlt. yravtl tand mix• Wid* ranqe in prain tites " wbstantial x c Gw tures, little or no fines. _ imounts of aII intermeCiatli particle sites. U ~ C $ o~ y ^ g Gp Pootly qridtd pawh. q►awl•sand mix• Prtdominantly one tite or a ranqe of sitts ~ Z ~j tuttl, littlt Ot no fiMt, with fOrM inttrmodiato sizet mitfinq. Z " I E ' c~ ~j w c'~, E~ ~ ° ~ Nonplo:ck lines or tir+es with low plmicity GM Silty 9►+velt, qr+rel•sand•silt mizturet 5 ~~n r, ~ ~ (for idontiliutan proceidurh "o ML DMowf. I r~ O r ~ y w ~r C ' ~ C •v ~ w9`~i Z_ E v - P1astit finef (lor edentiliution ptopdurtt pr~vtlf~ pravehwndtl~y E~ y ~E L v ° paYty u G C miztures, ~ e, Cl DNow). c E b~ = ; *10 Wetl•qadd safdt. qnv~lly tsndt. wide r.~+oe in o•.in u:...r+e wat,nti.i X E•: ' x,c~ v v ~ little ot no fina, amounu of aII intermediatt partitlt dtei ~ y~ • . . y o °u ~ •V ° p,owly ~aded sands. gravelly fands. Predominantly or►e wze or a ranQs of :izat C'« ~ w,c, c~ SP littlt or no tines. w+th wrt►t intermtdiate titts miuinp. °c~ a i . 'j • ~%n c L E ~ ~ NonpltttiC lints Or linet witA low plattitity o= .Y c°. vEi Z) Ll 15 SM Silty sands. san6tilt mi:cures. (tor i0entilkation Proctdurtt sH ML b4ta.4 n o XZ1 f • ~ VL SC OaYcY unas. ssndclmy mi,ctures. P+neic rnes 1r« ianciiK,cion cra.curn ut Cl edowl. < w ~ ' IdMtifiution ProCeQuns ~ c on Fnction SmaItK then No. 40 Sim Si:e 3 on Su.nguh Dit.uncr Ta,9nnm ~ a (tn+d+ir►q (raction (oor+titth+cll c duncterittcs) to diakinq) nex PU ~ Z N InOrp+niC silts snd vtry tiM tandf. rotk r Ml tbvr, sitty or datretr tir+e sands of Nonw to sliOt Duick co slow Nor+e ~ w ttayey silts with tliqht plmitity. Z~ t3 E Irwqnit days of low to medivm to very Cl • pl+sticity. p►avelly clays, sar+dY Medium to hiqh ~ow Medium C, Z ~ a ~ tl.ys. silc r clsYS. I•an ct•ys. . pr nic silu and or9+nK siltY ctrys of SIi¢►t to ~ E Y ~ OL low plasticity. mwdivm Slow Slpht Inorqanit tiltt, miuteout Or $li9ht to S1iq11t t0 c~ . MH diatomaceovt tine ~andy or ~wm S~ow co noM mtdwm C« t+lly fOllt, llaflit ti1tL c a E2 tnorpanit ttayt of hiqA platticitY. fat Hiqh to very or = ; ° L CH tISYL . high None Nigh ~ Y J ~ ~ QH O[qaffiC dn-f of mlQiuT t0 Aig1 Medium t0 Aiph NOfK lo vKY sli¢1t t0 ' pt,stitity. orp.ruc Situ. sfow nwdium . . Hi9My Of g4n►c Soils Pt Pat and other hiqhty orqmk wifs, ae.eiir w.ntirt.e e,r color, oda. wa+4Y (04 and frpwntly by fibcous ttsturt. ~ 6ourdary classiticaaon: sais. posfeffinQ CAaraCtairi:toce of Iwo qrouDs sro des+qnale0 by COmDinations o1 proup sYmCWS fa *xampre: GW-GG wen-9radeo q.&vei sana nuature vnin clay bknoer. - ~ Atl so9val a842 On tAis CMrI ar• U S Slsndard Attcr U.S. Army Enginecr Waterways Ecperiment Statioa (1960) and Howard (1977). ~b~Z~ PLasTict.n IrvoEx TEST DESIGNAT(ON: ASTM D 4318 ~ ojeci ~ /.:p - l31I Yrv1~c[. Q ~ u~c u~A ~lL o? 5~ 3"° A~o« ~ Pr Deoch a~ Lab 4 I g7 Locarioil/Source.~~ Date Tested. Material Description, Tested By w,f4« Natural WC Liquid Limit Ptastic Lirnic Numbrr oC Blows aq Tarc vumber 1 2 3 -j Ta« *WN wt cgni, I 3... ay 6 30. s Tare*OrNl wt. .(Rm) ~ 3-~ al.b ac~c~ tCo-6 ~ I~•9 ~ Tarc wc. (gm) I /o, 9 I1, 3 ~ Wt of Watcr (gin i + 3,1 ~ 3,0 ~ q. 5 1. ;L ~ Dn, VVt Soil (gm) ~ 1~ IV.i Water Content a8. $ 4 020 ~ 02 ~ ~ v 00, ~ - CH ' ?S 'E' n 'f :S S ~ 3 Y y e s. ~ c: r: 00 T T ~ Y i- C :4 . • Y . ~ N ~ r ~ V i }s S4 +i Y: s`Y 'o w k ► O t „ Z r. W_,ir X X MH s : ~ . ~ 10 ' a.. MT . - s : ~ M ~ e. 111111 10 20 ,0 40 50 6+0 70 g0 90 100 110 120 1.10V10 LiIrIIT ' . ~ , . ~ w 31 _ A T 30 ~9 - ~ ~ ~ ► ~ ~ . . c o N ~ ~ . . . . . . , , _ T StrWAR1: r.; N . . , . fill LiQuolmm ag.~ , ~ ► , . ~ . r . . ; ~ . ~ b - ; ~ ~ ► - PLAsn^ Lnar ao. ~ ~ . . . z S Pc.^sncmr Ir~vF-v g~ t 5 p so +o ' A't~uFt/u, WC NNuue~a ot e~ows , A G R A ~ checked ~ Earth & Envlronmental by' - ~ E 520 NoRh FoothiOs Orive. Suite 600 Spokane, Washington. U.S.A. 99207 4V~2A 1 E 520 NoAh Foofhills Drive, Suite 600 ~ A G R A Earih & Environmentail Spokane, Wash;ngton, U.S.A. 99207 .IENT!> s~ ~.E4 PROJECT ~lUf7ZzvA/.~ 02`~73~D T. PROJECT N0. /02-/3l1 DATE `T ~O 9S , ca . C1BSd15 ~ .TERIAL DESCRIPTION ut4nU t wrL ~ LAB N0. /Ff 7 BQRING 4J~A • DEPTH UIO LIMI,T_ a~,g GRADATION TEST RESULTS PLASTICITY INDEX 40,-7 . • SIEVE ANA1.YSIS l HYOROMEYER ANALYSIS • . 31~~ d panl~p~ in IncA~~ , ~ Ns•Ilr oI MM1 • U.S. 8101144r/ 4 on{rlub•M'MM . . ' ' ~ I e • n ~ N ~ v , ~ a ~ ~ w M ~ ~l1 ~ y X N C ~ ~ ' IOQ. Q x ~f ~ ~ ~ . ~ I I I I I I I I 1 I I~ 1 . I . rQ:• . ~ ~ ~ I ~ I 1 I I I 1 , ~r . I I 1 I I I I I I I I . ' I I I I I I I I I I 1 ~ ~ I . ,o •~a i ~ I I I { I 1 I l I 1 . I I I 1 I 1 I 1 I I I 1 I l I I I I 1 1 1 1 I I ~.I e0 I 1 I I I I II I I . . 1 ,20 . I 1 I ~ I I I I ~ I 1 1 , I 1 I ~ 1 I I I I I I . ,I ' I I ~ 1 ► ► I I 1 1 I I ~ I I 1 I I ~ I I I I I 1' ~ 1 1 1 1 I I 1 I I I I ~ 30~. I I I I I I I 1 I I I I I I I ~ I I I 1 I { ' 1 I W ~ ~ I I 1 I I I I I I . I ~ W 4~ ! I I I 1 I I 1 I 1 ~ I I I I I 1 1 I 1 I ~ ~ I 1 I I f I I I f 1 m I 1 V I 1 I I I I I I cc m I I 1 1 1 I 1 1 1 1 I W• cC I I 1 I I I I I I I H W 1 1 1 i I 1 I I .1 1 z50 1 1 ! I I 1 I 1 I so O ~ I I I I I 1 I { I • V f I I 1 I I I I I 1 1 ~ ~ ( I I I 1 I I I I ~ ~1 V4p I I 1 I 1 Z I I 1 I 1 I w~ i i ~ i i i~ i i ~ i ~ • i w 1 I I I I I 1 1i I 1 I W a I I I I t I I 1 1 I 1 . I a• I I I I I I I I I I i I , 30 I I I 1 I 1. I I I I 1. ~ TO I I I I I 1 I I I I 1 , I I I I ~ I I I l I . 1 I I ~ I 1 „M,_ I..,. • I, I I I I ~ I , I I I I I I I I I. 1 I 20 14 I I I I I I I I- -'T~~ I 1 , I I I I ~ I I I l 1 1 I 10 I f 1 II I I I 1 I I 1 so. I I 1 I I I 1 I 1 1 I I I I ~ I I I I I I I I I I I I I I I I I I 1~ ~ ~ I I I 0 I I 1 ~ o R Q a ~ a GRAIN SIZE IM *MILLIMETERS o , C08BLES c~•~~~ I r~"~ , co~n~ I u~~l~N I ►I~~ FINES ' GRAV[l ~ tAND , • /'-MPLED F .1-IaCDt"2 TESTED BY_(,(),66L,~E~,__ .W REVEWED BY - - - Lae a„ cx L..rs vo1 vlosriC's1al E 520 Nortn Foochills Onve. Surte 600 $pokane. Washingron, U.S.A. 99207 SIEVE ANALYSIS Client: ~ ~ Date: Lab No: !B 7 J ! t'roject: Proj. No.: Sample Descriplion: -&)gTjut Method Used: ~ WEIG[CI' CUMU'ATIVE PERCENT StEVE Slzh'. RETAiNEp WEIGfrr pASS[NG SPEC. RFMuRKS PASS[NG I $a. l ~tEUE Z A~1.~ ~~M ~J~ ~(l ~ • 3 ~oy3, eo ?l. ~ 12qnnh%uoM--oc roTAL. b$3.~ -17-7.5 wElg4-% oF (03.:~L ~ . 'TOc?.~ lbs. U)ELIAtiT5 flaX ►a ` (0 4 57, s 570 3. V 3y 5 q2~...g . . V' 09 ~ . 5 3 coq. q CA9 - : iai~.a ayq.9 lca-g LO v ►a,27.R a33.1 16-0 ~ ~a5.to /aqa.5 wd sic►e Ory Sicvc O . MO[StURE COi1TEN[' - wd wugK , , - Dcy Wught - % Moutuce ~ MINUS 200 WASH Dcy Weight of Sample 1~~•~► Dry Weight after Wash I ab 4 ~ ;z- • Washing Loss t4l S -aoo SAND EQUIVALENT Triat a l- Sand Reading = Clay Reading = S. E. _ Trial #2 - Sand Reading = Clay Reading = S. E. = Sand Equivalent = Sam~led hY' . Tested by: Reviewed by: ' - Ca! tll Oc C!lVil U/11f)Clilcll E 520 Nonh Fpothifls Onve. Suitc G00 Spokane. Washr'ngton. U.S.A 99207 SIEVE A.NALYSIS . . Clienc: ~~N ~ t1Av.~5lEu~ Date: ~f A45 Lab No: /8 7 J ' ' I'roject: L,16~3Ac K.. 02 c- 3 R~~ ~o►.> Pcoj. No.: Sample Descripeion: A1Ar~uF ~~t4ix a,or Method Used: 95rny) 013(o WE[GICI' CUMULATIVE PERCF.' S[EVE S[ZF: RiETmUED WEICtCT PASS[NG SPEC. P:.EMARIGS PASSCNG 7, ? 55.5- 51CUIF Ta tOj FgOW ,MTA L 19.X 41q. ~ 6q. ~ ~~VtE -~VJjLEgLM - 93.6 .39. Lcx~.7 s1TE, L.~.)EIC0+-r5 AaE ~N . 3~y 30. a.- . r R . _ » wd sieve o Dry Sicve O . MOIS'TURE CONI"EKT wd wcigh Dcy Wubht 9G Moisbum MINUS 200 WASH Dcy Vl~eight of Sample ~3• 1b5 Dry Weight after Wash Washing Loss ` . . SAND EQUIVALENT Trial al - Sand Reading = Ctay Reading = S. E. = Tcial a2 • Sand Reading = C1ay Reading = S. E. = ~ Sand Equivalent Samplcd by- W WOCDR, Tested by: 10- 4ra."a'7'L Reviewed by: ~~~2~ E 520 North Foofhrlls Orive, Suite 600 1 qGRq Earth & Envlronmenta; SRakane, Washington, U.S.A. 99207 rENT -C*-Au) j ~qu65LC%~ YROJECT PjcwxcJA,c.x AODti. PROJECT N0. /~2-431/ DATE 41~OIQS~ , ~ TERIAL DESCRIPTTON ,j/4nvF .~Fn«. LAB N0. 1$7 BQRING ~ D E P'T A e,2 BEZOuO -q►cR~E ~ UID LIMIT--- GRADATION TEST RESULTS PLASTICITY INDEX o?.0.7 SIEVE awu.YsIs ~ . . . HYDRoOEtER aNaLYsLs . siis ot owftlhoo In ioickes N wb.►er of woak • U.S. tiooml M ~ ~~~Ir14~•M'ItM . I ' ~ ~ ~ ' • , I . ` ~ N ~ ~ ~ ' , $ • ' , ~ooo o o' I I 1 1 1 1 1 1 I I I , I 1 I • I I 1 I I I I I I ~ I ' ~ ~ ~ 1 I I 1 I I I I I I ' yp It. I I I i i I 1 I 1 I 1 • ~ ' i 1 1 1 1 1 I I I I 1 I I 1 1 I ~ 1 I I I 1 1 I ~.I e0 I 1 I I I I I I I I . . 1 20 I 1 I 1 I I 1 I I f ~ I f I I 1 I 1 1 I I I 1 . .I • I I I ~ I I I ~ I I 1 1 ' • I I 1 I I I I I I I 1 TC I I 1 1 I I I 1 1 I ~ 30 I I I I I 1 1 1 1 I I I I I I I I I l I 1 ~ W x ~ 1 1 I I I I I I I . 1 ~ u w I 1 I 1 1 I ~ 1 1 1 ~ ~ I I I I I I I 1 1 ~ 6r_ I I I I I I I 1 I 1 40 m I 1 I 1 1 1 1 I I I ~ a 1 1 I I I 1 I ~ ~ ~ ~ z 50 ~ i I I I I I I i .1 I ~ I I 1 ~ I I I I 1 1 50 u I 1 I I 1 I 1 1 ~ 1 I 1 I I I I I 1 I 1 I ! ~ ~ I I I I I I I 1 I I ~ ~ V40 I I I 1 1 I I I I I ~ ~ W ~p ~ I I 1 1 1 I I I I I ~ I ~ I I I 1 1 I I I 1 1 ~ I W a I 1 I ► I 1 I I I I ~ ~ ' a' 1 1 1 I I I I I I I I 1 , 10 I I I I I I, 1 I 1 1 I. I ~ I `I I I I I I I I I , ~ ~ • ► ~ i 1 I i ~ ~ I i , i :o eo i i ' I i i ~ i i ' i i 1 I, 1 I ~ I I I I I 1 I I ~ ~ I I I I I I I ~ ~ ' I I I I 1 1 I~, 1 I I I I 10 I ~ I I ~ I 1 a 1 1 I I Soo, I ~ ~ I I I I 1 I I I I I I I 1 1 I I I, I I I 1• 1 ► I I I i I I I 1• • I ~ p o o GRAIN SIZE AILLIMETERS d . COBBLES /lne ~ Coori$ ~ uodlvm FINES GRAVtI ~ iANO ;AMPLED P TESTED BY0J.11de_D6_?L ' REVEWED BY . WAGR.A PROCTOR ANALYSIS .oATE: ~ Earm & Environmental E. 520 North Foothilis Orive, Suite 600 , Spokane, Washington, U.S.A. 99207 CLtENT: D~1~ R~J~I.~ U LAB NO: L g$~ , PROJECT: -Zl v`j2CSJAL1( LQ JO 3 R--') A~l~c Tl Q eJ PAO.IECT NO: IoZ~ I 3 L~ - / , METHOD USEO. tiA to GEN. SO{l DESCRIPTION ~1 T1OE SOl l. : 02 I De7yi 1j PASSWG 3/4 MAXlMUM DRY 0£NStTY ~ OPTIMUM MOISTURE X PASSlNG 3/8 REMARKS koC-~ CLwAtcT10..) 139 mpx % PASSIMG *4 sAMPLEo aY:1 , TESTED BY: c~ f1TCl~ Q~ lr REVIEWEO BY: OENStTY TEST NO. 1 1 2 + 3 1 4 ~ 5 + s ' . I WT. OF WETBCYLNOER ! I-1OIn. 3 1 I l 13.S(O-l I /(qOq Sr 111390.7 WT. OF CYLtlOER kaQ.7 1 C96lo0• -7 i6SW•-7 ~(flSC90.7 I ~ WT. OF WET SAMPIE q(.c(.5. (o ' q 7qS.4 I q~~Q. I 1 qKa0.0 VOI. OF CYIINDER .O7J ~ .075 ( '67S I"T WET WEIGNT l 3(0 . ! q(• 0 q~. / q1. tJP!!T DRY WEICHT MOI.STIlRE ~ asH r,o. 1 ~ 3 wT. oF wET&asH qL, . ~ 71o-a. 4 WT OF ORYbDISH 1A4. 1 I-•-710. ( ~ 7.0(D.~ -715•9 WT. OF WATER a2~v . I ~ 3 ( r Li ~ 39.4 q(c.q I ~ wT. oF asFt 1(oa ~ l(.O.Cl ~ l la0 . y ~ l 60. o wT. oF DRY sAWLE ~3►. 3 ~~~lq. 2~ 55~~.~ ~ 5~5.q . 'aTER CONTENT% 7. -X , . . • ~3b ° - , . ~ . S2 ~ U . Q t 3~. I I ~ f ~ I W I ; I ~ ~ 130 ~ CC 0 P ; y $ ~ 7 •g . ~ WATER CONTENT-PERCENT i ~ <.Ai C: • ' r e. ~ . A': ♦ V.y:~~ ~ ♦ `t' ~ ti , ~ . . i~; I SO> 0 ; • • ~o+~i • \ ' •a WA \ ~ \ ~ ~ ' ~r~>,•"~ ; \ .-V \ ♦ .:J...~:-`~ ` J \t-T~~ \ . ~ ♦ a ' f 1301 ` ~ ~ ~ ~ ~ ~ . ~ . ~ ~ : ~ ~ ~ ~ ' \ ~ ~ , • J 'P ~ ~ ..~`.r ~ \ • \ • ~ • ~S • 120~, ~ • \ ~y."~~ `~`~r:: r., . :J ♦ ~ \ ~ `~•M,•\:• ~ ` \ ~ .8'~•• • ~ ~,y: ~ ~ y, ♦ µy { 1 10> •rX°" N"M k1k ~ . ~ O ~ : \ ~ ~ . ~ \ \ ♦ ♦ \ ~ \ . 1 K ~ . \ \ . ♦ \ ' \ \ ~ ti \ ~ t MI, YU> ~ ~ ` ~ ~ ` ♦ \ Q \ \ . 1 \ \ b~ OV> . 80 90 100 110 120 130 ~ 140 1so -C~_ . Laboratory Maximum Density (PCF) Ip`~c c a) . o Rock Correction Chart ~ a~ ~ N ~ ~ PL US 3J41 NCH MA TERIAL Q L~ b • ►~o . ~ ~~~rt : QIb ~y~ ( INLAND PACIFIC ENGINEERING - TRANSMITTAL 707 W. 7th Avenue, Suite 200 Spokane, WA (509)458-6840 Fax: (509)458-6844 •:r:::::.: ~:f::~::;:::;•;:.:.. . . . , ...k ; v.:~:~r::: • • --r.~.-. '"'r.•• . K • ~i' ' ? .4r::r:1:>':•:. •$'i:?:?i'~;$r~{} 9~5 'T~::-:~.cto~~r::25~~:~~~: <:r ~A TO: Spokane County Engineering • - • - • • .,;?tir:::. ~ . :i:..~~= . . y 26 W . Broadwa 10 . t~: r 4:;; r;.:' i_:_:.: . - OJrC~T::::#::rr95t~~:'~~~~::::.. SPokane Wa. 99260 0170 :•:2•:: n•. i:i~f ' - . :•::;?v t•:sr:::i : r•.: r.Y.; ~ :hrr::::..:.:::: r ~t~r>:.;c~: i•::::•.. r:2 `<''.:.;::•R: :'t:= r.: k.:: ri : r~ •.::-r::-::-:•: :~::~i ~ i:::~ ; : : • i ~ :::~i.....:..:.:.•..•~•~'• :titi•.' .'1{: : fl.':~ '.'...•',`.:tih' :.ti :l..V~. V.~:::._::::.: ~......::.~::ti.... ' :'i:~il.~.::~:... fl: }Y'.•::•::.:': ~f~ i: r:: tit•{f j~.•::.. _.._•_J~.•. .1Y:::' : ~Yl: J:' ~ ;•~Y'.{•}:•:: .•.{~1•:::...". f ~ : . f. ' • •i : • ' ~ . ~•.1'.' .?'J}. :.Y• 1.1'. ~...::.~A'.~.L• ' ~~n}~'jJ• r~~•:•••:.:.: ~ ~ h {L t:..~ f?~.. ..f.~ l.f~ ~ti.9:~: ' : •~::•.l~~i:~ ~t: - f'.: -'--.~.•~'.~.1 ~•f l~'..'.!i. ~ ' a P. . ATTENTION: Ed P , ~ ; r ~:.v.~v: L: • •.i??:'•': yi}::;' ti~kr5{.•}S:;:v•.?i::~iii}}}?;r.~.:'r.•:bii.'~'~'-~::i:;:;}:r r:.y'• $:vii: }i { i : . f:..::~::~i::.'•'~>:i-}i$}?.`:f::4: •}r... :.•~vr::viJ}:j:S<~;:y. v;'v,:}:. •~~•;'v;::.:' •"'v:4::~ {r ~ ,yr.}; r}::•::-.:'rii~i:::~:~:~$?~$;~:.;:...:}}}-:.~?{- {~~4?}•::.;:.: :v; " :>T:v r.aF';::=:;::'•: " :.a '~'t:~:3:~>:~i::~:::'t::•:'t: _n;: ...}t~,.'.. • - ,•r '~:2:~..•:.;= . ~ i;t r ~ •'•;x:::~i'<':~:`:=::=r:=::: :.c :::::::~:i :..c. •r~':~: • ~ r ;r. r ~ . ~r:'~.,~i~i : x•: r. r .ti•.:::.. ~ •s :;+M..~.,:{.f~ k.. . •r ;t: :;r :~s: ; . n•.3 ~ c~i::~:•`.'•:'r: . • ^ti:tt•;:;;t ~ :;::ci:: t;; :ij t•:y:;:; j ` . ¢?[~.v • ~~.':•:i.. 4 . h; w:: i:{ . • ;x'>' :?;::.;•::::.~:::.::.~:•r. :r~xr~.;::.~ : {.:i•. . ^:''r'••v'':?:: ~ . 81 • PE-1414- . Y{: { ..v,.r.•::: ~{ti. ..,{ti "v'v""•" .4i: . . r.}„~.:~:.:' ::~•3.•r•::•~•`'.:'> . ~ •:k:t+~:~;~:~::~~'~':'::'={.:'•{::;;•. . PROJECT # ~ . . . Description: ~ 0 Prints 0 Copy of Letter 0 Copies of app. plans C] Original Drawing - 0 Contract Documents 0 • Work Authorization 0 Drainage Report ■ Inspection Reports No. Copies Description 5 pages of daily inspection reports, including concrete test results. ~ Purpose ~ I ■ information D Review & Comments ■ Per Your Request 0 Written Approvai 0 Signature & Return ❑ ~ Remarks Ed- As per your request, I have included copies of the latest daify inspection reports from AGRA. Updated inspection reports are sent out in the mail on Mondays by AGRA Earth and Environmental. . If you need any further information, or have any questions, please let me know. Signed: . RECEIVED,- Bruce A. Howard, E.I.T. ~ cc: fi1e OCT 2 51995 sPoKANE cOuNTr ~~G~IHEER ~ AG RA th & Environmental MATERIAL FIELD REPQRT :CT NAME ' e, PROJ`E?T No. FIELD REF No. - LOCATION , OA TEv PAGE OF i RERMIT NUMBER 1NEq'iMEq CUENT OR OW ER ENGINEEA GENEAAL CONTAACTOR ' qq~ITECT ~ _ :TJ.i.v..r.~~` ~~0~~~ r • wr-w~n.. _ .ti? • :~.L..f=:~. RE.IN SP . . "TYPE_.~OF'STRUCTiI ECT.: ,.-n.• . ..•`~_`.:.~t; ~i~ : c:',.ttg::.r_,~~:. ..'~t: :o . r.=•:-... • . . :+7• :P~isy,-••,: i:r:~i,• • F~ RESlEEL ~ STRUCTURAI STEEL FABRlCAT10N 13 FOOTiMGS ~ CALUMNS ~ REINFORCEO CONCRETE ~$TRUCTURAL STEEL EREC110N 11 AUGER CAST P1Ukd ~ SLAB-ON-GRAOE ~ REINFORCED MASONRY ~ O(P/WS10N BOLTS 1:1 GRAOE BEAMS ~ STRUCTURAL GRADE ~'SFiOTCRETE FlRE PROOFlN(i 1:1 WALLS ~ P06T TENSIONED SLAB ~ oTriER (soe*) (20LJ".t-re- 0 oTt+ER (saecirr) 'WN."I. ' i. !i'~.?iisR'tA'siL:F+R:s..~ki3.).t~l:vdYJ:~..t71~~~ +~/.'.}.~;.'~.YJI•~Z:~(t:rr ~_;L::~~~4:~.r . .~er' 4 V" GRtOS . aMI~~ 1-5 !'-cJ z c► u:.Q-&S cT3#v -4 111F Sv c.c,I .SlbgES_DP rjp tAtJa /41III 'RKS , ' ' • COIYTTNUED ~ . ~ SUPPl.lEA mo( i `2 Q~b SUPPUER • ' • - MATEAIAI. TEST REPORT No. D~ MATERIAL TEST REPORT Na SLIJM? (IN.) AIR OOIYTENT ~ . ~ - . SI.UMP (IN.) • . DEs,cr, s-F&mGTt, (ko 7j9@p. . . . - . • • oEsfc3N s,REItoTM (PsQ No. oF saMPLEs 3 ' No. oF saMPLEs . . . T0T/1L CU YAFIa3 PLACED • TOTAL CU YARDS PlJIdCED CONCREiE TEMP. (Deq F.) & • (3ROUTTEMP. (Dep F.) . T1ME ys • /UR TEmP. TiME . AIR TEMP. 093 a T1fPE OF MORTAR ' ' - YES iF k0. EXPWN ❑ . MATERIAL TES'T REPORT No. NO ' SLUMP (lN.) , QESIGN STRF-HOTH (PSQ No. OF SAMALE3 . TOTAL qJ YARD3 PUI MORTAA TEMP. (Deq F.) I T1ME ' AIR TEMP. - , Date~~~ AGAI► EeM d EnvMnrmencet u,c. (Ren.11Ma) INLAND PACIFIC ENGINEERING - TRANSMITTAL ' 707 W. 7th Avenue, Suite 200 Spokane, WA (509)458-6840 Fax: (509)458-6844 . . ~•r. <<•>: . . . : T O• SPokane. CountY' En9ineerin9 ~o~e l~ :.5. r:. , :.<•:~.r. ::~i::~: • • :'.ti f..:: ~.:'.'~"..1' ::W."~ f~.::.•:: R~'L~•: 1026 W. Broadw a Y . . . . . . : . : . . : : : . . . . . . . . . . . SPokane Wa. 99260-0170 CF~~OJ . ~ • ~ ~ . ~i j j.'`:' ~ . . .'.1Y:: .1;.:.: ~ ~ ~ f.tif.~:..: ..'f:.:~..::..•.•.:•.'.:~ ' ••LY: ' 1 •.'~M1ti, :•:1.~y~~ti~ti{y~.:...~.i ~:~Y•~:'~ •:fr;~•.•, 2 :{\1y ~•.1:•.•:. ~ f• • .•~~4'f . ~}:ti~:':'.' •y. ~ : • • ~ ~ : f. •1..~~ yV.:.•• • . . .•1~~.•t".•:;•.{•.} •.l.{'.Yf.}'!til:::i::::.:.V.•.':.'. ~ ~ i'•'':.•.•:. \ •t:}~{' ~ ~'••Y~'!J ..1}~ . !.:•i '~'~?•.:"r:•: f . .Yf.' { N.... .li::l.•:.•::•.'::.':.•.:`. Y .1V-y .:111'.ti..•.: y ~'i lA': i • ' .l1 Jf}Ji.•:::•i: ii~•:.:. ~1~~~~ ~ f•J.•:.:•..~. ~ ~ ~ '-ti•.•:': ~~1•,K :.ti'.•l::tiY::•:::.: ~•::.`.':.•.:'t•.:': ~{i J ~yy.~:.:{. Y: ATTENTION: Ed Par P. rY, : k.. ~ ~ ....~~r . • r: : ;r::'=:5;;: : '•:`~.,i~'~~~~~... ''•i;;:.:>:.': .r i~i::::: c;: r:::: r r.;~:;; ~:;:2. • ;r::: • •:r..~ .,;4•:r:. ; . : •.~f.; . `•:~r.<t•:::~: fi • . - :i;;:~~;•::;;:;_~, ~:~.:•;c:: . . . ~ • ..r:;.;:~.:~:... •ot.3:c=:~-•=;-:?=:•:~•: ..ir. .9h •:s''.:i':' v~ • . r r;qs;...}; ' ~ ,.1.; }v:: ; ? :vr.:t-??~.~, ,v,.w?}-'}''- • v? • v.}; : :.0::' :.?:•i:~i ~ ::::r::'r:':' ........w. 'i.'"""•" "•r • : . :v...:....ti?:{v. :•:ti{ti{•:..:'- x:::::. ~ ~ r:r::•.. • - OJECT ' PE- 4 4- ri •.'•;i~'~::...... : • ~ :vi • ~ri?:~ y:{.i:-}}:.:•:'ti PR 1 1 81 r~ . . , pooh Description: 9V ; ❑ Prints 0 Copy of Letter O Copies of app. pl.Lns V~ ~ 1995 0 Original Drawing 0 Contract Documents 0 0 Work Authorization ❑ Drainage Report ■ inspection reports S~~~~'~ ~~~~~'d+~' E.~~t~~R No. Copies Description 1 letter to K.C. Construetion dated 11 /1 /95 IPE daiiy insp. reports 10/25 - 10/30 AGRA insp. reports - 1 proctor analysis, 8 daily #16-20, 1 cylinder test 7 day. Purpose ■ Information 0 Review & Comments ■ Per Your Request ❑ Written Approval 0 Signature & Return 0 Remarks - ~ Ed- As per your request, ! have included the inspection reports mentioned above. If you need any further information, or have 'any questions, please !et me know. ~ ~ _ - . ~r%".'x Si9ned': Bruce A. Howard, E.I.T. cc: file UF 0, P, v, ~ -a" ~ . NOV 1995 , . z sPONAivt WL'Xfs ENGINEfR P R O C TO R A N A LY S I S ~ oATE: w~a~ lqs ftojjff_FdbffijIjs-Drive, n~ntal Suite 600 I LA8 NO:, ag~ Spokane. Washingfon. U.S.A. 99207 CLJENT: _3~)CAOi-t-~t~tSJS C..~~ • . ~ CDjGcT-. L~Pi - PfiO.jECT NO: METHOO USED:. D15U mkT C GEPL SOIL DESCRiPT10N PASSWG 3/4 MAXMLHN DAY OENSITY l3 ~ OPTlMUM MOISTURE t0,7 X f'ASSWG 3/8 REMARKS PA SIMG #4 SAMPL.ED BY: )rJ t-R►JD A A y,--,~ . ~ lT TESTED 8Y: Cjjr-F HffCPc-0c-y,_ REVIEWED BY: OENStTY TEST NO. 1 I 2 ~ 3 ~ 4 ~ 5 I 6 w-r. oF wIET&cnNoE» S 15 GCZ 9 1.~ / wT. oF cn,NDEt WT. ~ SAMPLE qea Va. Cf CYLPMM a~~s uwr wu weaT 139. 9 ~ iY7. urar oAY wEIGKr 9 'MOISTURE • , ocsH Mo. wT. oF wET&otstj WT OF DRY&DISH 67 wir. oF wArER J 6~/ D. v -o27. R" 7 wr. oF ow Id'lo ~ I -OF aRY saMPc.E V03. 7 I~q-5 ,s. to I~f79.o I coNrExrx y. 0 ~ 5r O ~-6• 3 ~ S'• / ~ ~ ~ . - . . . ~ No . . _ . ~ . { : ~ r. L. I it .y 54 ; t ~ . ~ ~ • Y « Y _ 77 .P T_ ♦ V ` J •t j • ' • ~ , e • 3 ~ t3 r - ~ 0 ~ - waTEa. coffr9ff-IPER1:8rr . . . ~ ~ . . . ~ . _ ~ . AG R A Earth & Environmental DAILY FIELD- REPORT CT NAM • ' e PRO,IECT No. FIELO REPOAT No. ~,%J c~rwa i Z?- 13 . / (a DATE PAGE /O - ~ < SUMMARY OF FIELD COMPACTION TEST RESULTS . VARIATION FIELD FROM OISTANCE ORY FIELD FlELD OPTIMUM PASS TEST ELEV. BELOW MATL OENSITY MOIST. COMP. MOIST. OR TEST No. METHOD LOCATlON (FEEn GAAOE nrPE (PCF) f%) (9L) FAIL ~ ~ . ~ ~Q`~~.a.~~►~~~- ~.16t.13s~.~do ~ ~ i. » w 3 S ~.o~'~ /Y.~f ~ S ~ ~ tl n ver • c~ -;Q . . • . . . • s. PERCENT COMPACTION BASED ON: SPECIFiCATION: ' • ❑ SfANOAaD PROC70a ASTAA D 698 ❑ 90%D 698 ❑ 95%0698 ❑ MOOIFlED PROCTOR ASTM 0 1557 ❑ 909L D 1557 ❑ 909G D 1557 - p oTMEA 0 an+ER MI►T'EAIAL REFERENtE . MATEAtAL MAX1MlJM ORY OPTIMUM TYPE SAIIPLE No. DESCa1PT10N DQiS(TY (PCF) AAOtST. NUMBEA . ~ ~DEMffY ,M S ~ ~ g Sa,1 ~3* g Ztc RT. RETEST . TEST METHOD - ~ NUca.FAR (AsnM o 29M ,OC s $ANp OO(YE (/1$Th{ D 1558) . • ORIVE CYUPiOER (ASTM D 2537) ' . ' . - . . AG Feid R RA EB~E ep. (Inr~als) AGHA EB~E Pro~ect Manager (InNials) Contractors Rep. (Initials) ConUnued ❑ -J1Gw4Eartn a E„vkavnentai, tnc. (Rev. 7)e4)- . . . . - - - . . : . . . r_--- - - . . • • • ~ . . . . ' Is iw~-X AG RA Farth & Environmental . DAILY FIELD REPORT ~ ~CT NAME PROJECT No. FIELO REPORT No. ~.ua Lk s~. 3 J~ ~ ~ ! 9' onre PAGE l o aF ~ SUMMARY OF FIELD COMPACTION TEST RESULTS VAfl1ATtON FIElO FROM OISTANCE . ORY FIELO FIELD OPTIMUM PASS • TEST ELEV. BELOW MATL DENSfiY MOlST. COMP. MOIST. OA TEST No. METNOO LOCATION (FEET) GRADE TYPE (PCF) (96) (~f,) FAIL Q l~11 ~ VCY 1QK1G ~'AJ• O-r 1 k) _ t~5-1 s~~. o. I ~ ,92 l w,or. ~ivt r ~a•%E~ ~g0 WL~ So 1 W-ct~ 1,21, 0~.2 ~•~szLz P Sa toa V% vcv 14-tc, lh 3 So K4►, 130.3 O. 4_ ~ Sa wu~ ver Iaht, ~lo~'r'`f ~IIO'r'~`, ,~p ~ I.~. 0 O.c1 T . . ~ . . ~-*-1l'S4 Sc.c bW Z. PEACENT COMPACTION BASED ON: SP,ECIFICATION: ❑ STANDARD PROCTOR ASTM D 698 90%D6'98 95% 0 698 ❑ MODIFtED PROCTOR ASTM D 1557 909G D 1557 ❑ 90'9G D 1557 ❑ OTHEA ❑ OTHEA MATERtAL. REFERENCE MATERUII. . MIIXIMUM DRY OPTiMUM TEST NUMBER TYPE SAMPLE Na DESCRiPT10N OENSRY (PM MOIST. . 0 DEMrTY TEST ar• aETsr TEST METI-fOD . . omaEm (►srM o 2M) • ' sc• siwo ooME (asrM oisss) • CDC • ORIVE CYUNDEA (/1STM D 2937) . , ~ . . . AGRA E&E Fleld Rep. (lnfflals)-5-,'4. . AGRA E8E Projed Manager (lnitlals) Contractors Rep. (Initials), Continued ❑ -AGAAEarth.a.Envfrounental,inc..(Rev.7m) . . _ • - • • , _ • . : • . , AG RA ~ Farth & Environmental ~ DAILY FIELD REPORT I = T 7 ~ . f~rCT NA PfiOJECT No. FIEID REPORT No. M a -L..,,? -13 ~ / 120 ~ DATE PAGE lQ '.2 -7- ~OF ~C ~ SUMMARY OF FIELD COMPACTION TEST RESULTS VARIATION . , FIELD FROM • DISTANCE DAY FIELO FIELD OPTiMUM PASS TEST ELEV. BELOW MATL OENSfTY MOIST. COMP. MOIST. OR TEST No. MEZHOD LOC1T10N • (FEET) GRADE• TYPE (PCF) (76) FAIL / Ai AV0-.j2rw&"i~r•J 10 y0. ot - SAAt~ a, Vt~ t~w~ ~_'Av, o o-f'3 ~ ~$L' ~ai`a.tdt /~tC.' - ~ $ ~ , t Z L •~a~l R.~w ~uZ.~ Avie- j•2 t 3 S' 6. o f / ~ ~ V't~{► ~ 4 N ~L Y ~,p_~ ~ ~ ~ ~ fY,O e • ~ T~:` l'7: ~ ~tin'1~ I~..~vSL°,.' . .PERCENT COMPACTION BASED ON: = ~ - SPECIFlCATION: • : • ~ . ' . . . - . • . . ' ~~•N ' STANDAFiD PROCTOR ASTM D 698 ❑ 907. 0 698 ❑ 95% D 698 . . ❑ MODIFlED PROCTOR ASTAA D 1557 , ❑ 90'X p 1557 ❑ 909L O 1557 , • • ' ❑ OTHEA • - ❑ OTHER '•j . • MATEAIAL REFEAEMCE MATERIAL MNQMUM DAY OPIIMUM TEST NUMBER '.TYPE saMPLE Na. . DESCxRrPTION oasmr (aCF) ti+ocsr. (x) :()T:-) ENSITY`TEST J 38~ RT . FtMST . TEST METFiOD . • - ~ NU(X.EAR (IISTM O 2922) . . ~ ' ~'~,1C s 3lWD OONE (AS'TM D 1558) • ' • • . DRlVE CYUPiDFR (ASTM 0 29" • . o • AGRA E&E Feld Re . tnitiais~^~ ~ A RA ~ r ~ ' ❑ P( G EB~E Project Manage (Irnfials) Contractars Rep. (In~ials) Conbnued . . . . : . , ~ . . . . AGRA FBrth 8 ErrvlromwntaL U~_(R@K.,I/@9? • _ . • • . • • • • , ~ . . , . , - , . , . , - - - . _ . - - .i . . • • . ~ . ~ . . ~ l - . • ~ . . ~ : . ~ ' - ~ ~ . . . ' t "Y.~.r•~..~. ' - . . ~ ~ •j~~: t~. 1. • . ~ ♦ .Jr . . . . ~ . ~ ' . . ~ n . . ,~AGRA ~ 'Earth & Environmenta! MATERIAL TEST REPORT ~ ~.IECT NAME PROJECT No. TEST REPOR No. ~ ~ IOCATION OA ~~~h,- PAGE OF PERMIT NUM6ER WEATI-IER CUENT OFi 0 EA , f ENGINEER ~ GENERAI. CONTRACTOR AFICHITECT , CAM~'Y.to.t1 - - ~`\A' 3' ~1M~ f X 7 :T~iV ~~~w~y.!•N 7~ 4i#_' ..I ~~...~A~ • .YZM •y v~ ~1~~1^~ VY.L~TZ'~T3'~ ~ . . ~f.YiG~ Jtti~r.•~.~tir.-:. ~ i~::~r~~.::~^,~:~ J • 'REF?ORTED'~BATCH.DATA : .~..J~Y.... ~ ~ V•. ~ t • . - , • s:::t ~f'i~~~• ~.:++"!°i:~.n,. f:4 .`~'s::~".F'.~ 1 . - _ .:~'~."i,.►ii i~:FL(r«.+f..' .sv ~L;`T'yaf+.~'r~i,~^'~~r~'L`7,~~~. ~►-'~"i:v: s~.ik ~ ~ttb:i~i'.:.~i~w::.►Jt~'!c:.-tir:~~,J•~.l~::F. ~i 9. ~ BUPPUEA ,/~e~r' I MQ( No. s Qo/_ Q I PLAKT No. ZQ ~ JOB MIX CEMENT TYPE i ~ ~ COPlCRETE I TEMp. (peg. F) f YIELDNNfT ❑ OESIGN I ~ ACTUAL ~ ~ ~ GROIJT TiME I TRUCK N0. I TICKET No. ~ % A1R I SLUMP I GONC I AIR ~ WEIGHT MIX No. ❑ MoarAR I yab739 5,D I i (!Q$a N y0 N cEM LBs. ~ F] FLIX BEAMS F ASH LBS.) ~ ~ PRISMS C AGG lBS.I I , PSI @~~ OAYS C AGG LBS.~ ~ ~ GROU7ED DESIGN STRENt3'iH ~ C AGG LBS.1 I UNGROUTEO SLUMP SPECIFICATtONfS TOTAL CU. YDS. PlACED YdS3 SANO LBS. I I ~ OTHER AIR CONTENT SPEClFICATIONS ~ IOAD SiZE YOS3 • H20 LBS. ~ ' .p~~yy}.Nr`~' uC l~►+~~!~` ~ r•~w„ ~rt 'l• 4~~. ....'1~:~='l.yy°t• i ~ ~ ADMIXTURES ~a3 .,-....i_ ~ FOOnNGS GFUDS ~ " • AlR ENT f OZ1C1Mr 11 wAu.s A65, p N Zi.sv t ANA ~uc'. au~ ' coLutiws . ~ t' i4-N•~ - c,crt~'~; ~i SQu~ J GRAOE BFJ1M3 , - • . V . . • . ~ ~ i • WATEA ADDED • ~ EJSLABJOECK REJMMRKS) ~ . • ° • . ~ gT ~ LBS.1 AT I S. asLAB . - - . . . _ 0 PIUNGS - . • . . . : , . . - . . . . _ - ~ OT1iER , . • " , r _ . . , . • ~ AEFEAENCr: FtELD REPORT Na • . - • • , • . C " • E] CONFOFiMIN6 ' • . . • . • E] NON-CONFORMiNO INSPECTOR ~ . . . ` REYtEYVED BY • _ • • . : ` • . ' : , ti;: . , . ' ' - : - . - . . Dl1?ESPECiMAMCI1.STt; DAZE SPEpLAANS SMIfT'iED,•` r,~ . • . . . , 1A81D Tw FlE1D . :AGE • SUE AREA WOQHf 7•. IrAAXtA/1D STRENGTTH SET LAB ~ TEST . ' No. • DATE ' CURE ' •(0{►YS) 04 (SO IIV). (LBS~ • ' l~) . (PSn No. 1'EC}1 •MEitiOD la v-l,2 &D GD a l~ N ~ C. A~ 9-MM c 39 ~ ~MSHTorn ~ - ~ :x1v oTMER csoOCv, ~ ~ • ~ ~ ~ ~ ~ I ❑ FtxvRU. ~ ~ ~ ~ ~ ~ ~ ~ ❑ coHFOMNo ❑ rro*-corcFO~ ~ ~ . ~ ~ ~ • ~ ~ ~ ~ . ~ ~ . , • ~ . . ~ ' _ . , , < ~ . . . . ~ • ~ ~ a~eWedbr Oate . ~ . . . ~ . . _;AUiAI► Earat a FIT4'om+erdi. Ina cR.v.11/81) . : -i;:~, ` : , . ; f~ . : ~ . . . . . - . . • • . . • .:,:.i. Z. . .s- . . •Y ' ' • _ . • 't!: " ~ ~ •T ' _ . , , ' . ' . . ' . .'1 •.~•%'A~~'S'i~-'~ _ . . - c.'•L=~•~~a~iM.i:~. 4_i'._..~'l~-. ~'..r~~~j •r . . ' • . . . . - . r ~'~~nt" :~..it.'~ r ~ . ~ INLAND PACIFIC ENGINEERING, INC. November 14, 1995 IPE W.O.#95617 K.C. Construction 2025 W. Dakota Ave. P.O. Box 1455 Hayden Lake, Idaho 83835 Attn: Mike Klicka RE: Riverwalk 2nd Addition Paving Dear Mike: We have received the gradation a.nalysis from AGRA Earth and Environmental for the Class "A" asphalt mix placed on November 9th. (Copy Attached) The gradation shows the 200 sieve size to be slightly out of spec'if'ication. According to the 1994 Standard SDecifica.tians for Road, Bridge, and Municioal Construction, the acceptable percentage . is between 3 and 7 percent. The percent passing the 200 sieve is 7.5%. Please notify Inland Asphalt of this gradation problem. I will contact Spokane County concerning this matter, as they have to "Accept" Indiana as a public road. ' If you have any questions please give me a call at our office. Sincerely, Inland Pacific Engineering, Inc. Bruce A. Howard, E.I.T. Proj ect Manager cc: F'ile - Vern Jacobson Spokane County Engineer's Office: Ed Parry Bill Johns E ~wp5l~rf►'rr'val~fiTYdx3.ld 707 West 7th . Suite 200 Spokane, Washington 99204 509-458-6840 FAX: 509-458-6844 ts _tl_ 4 AGhA Earth & Environmental, Inc. Happy Holidays! FAC:SIMILE 7RANSMITTAL TO: E. 520 North Foothilts Orive Suite 600 CQMbANY: ~F Spokane, Washingtor199207 (509)482-0104 FAX 40.: FAX (509)482-0202 SEtVdER: We-4 41 FILE NO.: FAX OPERAT4R: DATE: ll ~Sr~p ~ NO. F RAGES: cp~ c~a a~ TAl4 rsnsrrtisslan Is Inftndea " fOr ft Addross". tt miy carrtaln pr}v4edsed a oonfldec*M in1'ofTttiatbn. Any uttitutRortred atsc Is strkOy pr*ftloed. K yat tm c.=.hra aas twtismtnion In ecror, PMase ndth us ttnrY►edietelY (ooPea) rt che seotie w lobphorw numDK *o wm map oorrrct our tranomtaalon. Pbme tAen deearW tl* or1plrtal. Ttrnk rou. ~ `~+e- •~~S a ,.7 ~ J ~ C~enc GC: . , " AGRA Earth & Environmentat. inc. E. 520 Norih Foothills brive, Sulte 600 Spokane, Washington 99207 (509)482-0104 Fax (509)482-0202 CLIENT_,D~OW r--~4u~.~.~u►~ , DA'fE !!-/3 -?S ROJECT Aahnd si pROJECT I-R-1311 . B. NO,32 METHOD UsED r/& ASPNAL7 FJCYRACI10N TEST 9AMPLE IOCAT10CV/IOENTIFiCAYION `A A. WT. OF MI + 60W1 J. VYT. OF N20 SAMPLE + PAN . B. WT. OF 80 K VYr. OF PAN I0-14 • 5 C. VIrT. OF M /(v2ot. -'5 . (A-8) L. IMEY' W1'. OF HIO SAMPLE IDbT. 0(•1•~4 _ D. WT. OF EDMiA 4MACEOUS EARTN t z'-4. 3 M. DRY WT. OF H?0 SAMPLE +PAN -~t qL.g E. WT. OF F1L R+AGG rcK-1,1 H. ORY VYT. OF N2+0 SAMPL.E ld67. 3(M•1q F. WC. OF FILT R J.-7 P. % ORY MATFRtAL fN SAMPLE,.9qY3 (RECORO TO NMEST 11100% (N +la X(100) G. WT. OF AG . ON f ILTER . f 8~. ~_(E-F) H. VYT. OF AG . AFTER EXT. 1. TOTAI VYT. AGG. j S~ O~ (H+G)-O 1G ASPHALT 6Y TOTAL WT. OF M[X ff•a I j-~`-P, 1 d01 , • ~ . _ (ReoorO ot nesraci 1l100x) . r c t oot . . P'f 1 - gtM qNA1.YSiS OF ACGREGAtE CUMUtATiVE CUMUtJItYVE WEIGNT WEtGNY PASSING PERC:ENT SlEVE StZE RETAiNEO PASSttYG SPEC REMAFtKS . -31q . `6` (1) `iv o . W •,oQ , , ~ 75-70 . . . 1& ! b 70,( .~5 --75 . ~y°•~ --1-~~ ~ ~...l~~~ • ZS 3,o_7,a ~ .--_L~C,~ 7 ~ ' i ~Lb EIGHT OF SAMPLE TECNNtC1AN D 1IV ORY VYEIGHT t'FTER WA8H /bgt!• 9 SAMPLEO 6Y :JA N1AtLYC N REVIEYYEU BY - cMARKS: ' • INLAND PACIFIC ENGINEERING - TRANSMITTAL ' 707 W. 7th Avenue, Sufte 200 Spokane, WA (509)458-6840 Fax: (509)458-6844 - ••:~:~:~:>:•:::.::::::::•:•:::r:r;~:~::<~:•:::~;::;;~::;~~ •w~;::~,:>.:::::;.;_::•~ . . r;#~:..~. . ,:r~.~s~#••<::~;:~:s-•:•.::::::;,. .rr~~>~'~:;.:: ::~:;;r -r-{:>' - .r f~. r:,,•F?;~i.{:~ :•:lrfti.r~ • n ~r • ~ •'1 •fJ~'({{~~..:.:':::~-f?.•. TO. S okane Coun En ineerin p tY 9 9 :::f:::;~•:;<:::: vr • ~ . ;::~:•>fz;•:i „ _:;::t.x; .t~ ?i: ti;;:?~ ~r:`::::•:::: ~ r>: ~ ~r~!t•:~ ••{c'•; ~:;:~:~:5.,_;•x,.:::•:. •.v::.~:::: ~~r:.;•,;.... 1026 W. 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Materials Reports (11 /1 /95 - 11 /17/95) 2nd & 3rd Additions , . ~ IPEC Daily Reports (10/24/95 - 11 /20/95) 3rd Addftion Purpose ~ ■ Information 0 Review & Comments ■ Per Your Request C] Written Approval 0 Signature & Return ❑ , Remarks ~ Ed-' - ~ As per your request, I have included the inspection reports mentioned above. If you ~ . need any further information, or have any questions, please let me know. . ~ Signed: Bruce A. Howard, E.I.T. cc: file u ~ . ~ DEC 0 6 5995 ~ , ; $PO~nE C13i.'UY ENGINEER -.~l~L,~i,~~..yy'•t: r; ~~F- ;M{.y': L., w-~J` . •«.`_r.,;:`s~~,C~:.~.~:jR h.~ .-o. . • • _ ; .c ' a;~'` ~ , t~'rt• +~~~.i~iL%1:~~~~'~yJ~~.<'d~M~%• •~:I.'~1•..i•l.Lk~i_ "'U~'~i >'ire~~~"4~~ , . ~JE+~:Y.'~~<. ~ ..:1:'.'hH74~rt'~'. • T r.~-`M• w. : . ..j.n.: µ~..t ~:'••-''-w OY'~~ ' • ' " ' - ...J.~: Iti 1 ~T., :l:~.i. ' : . Jy ~v :.ry,.~~••.n. .g~.:o.iS.:♦ ' S ..-.:i -k. . ~»'r. ~ r.. ; ~ . - ~ . fN •i:.t ~ ~ ~ ' ' u•r. gt:°~~ . 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X: \ ~~.,~'.p Jr~:' - ~ . . . , ~ :i: v~;1'.~ MG 1 f7V1J x`* ~ ~.7.Y.n...~~}s-a .3•]'r' - ~ ' i~'Y%%~~~c,~~~~:,r'ri,~'?•1 r.. . r.. . . . - . . . . . • - . ~ • < • • • 6; w - ~ ' . l.. • . ar.~'G.•'• • Iy w+ (Iw7 `•1M D , `'j t~~..~~-~;!!qr~'~. T~}g~`.•~r..~.-, V~'t ; . ~ . , . . _ . + ' r • . t. ' H Q ~ra.GM 29M ~i_• t'i`: %iiw ~,r:::'~'.+-~.~~.~ ~1. _ - - 4 ' i . . • , SC: S/1PlD CONE (/LSTM D 1556) ~ , ~~.',Y=': . . . . " • • • ' ' ' ' • - ~ . . . . . _ • ' • - . . DC a DRNE C1fIJNDEA (f►Sl'IN D 293 . . • 3s : : =::a; - : : , • , : - , • . • . _ , ' . . . • ' . ~ • • ~ • . . • . . ~a; . ~ . i'• , . . • ~ • ~ - . • - - ~ . ~ • . ' ~ - . - • ~ . , _ • - . . - ' ; ~ ' . . . . ' . ' . . , • ' . AGRAE&EFiet . , , : . . . . ~ . . , ~ . • . . d Rep. (InMals) ~ AGRA E&E Project Manager (Initials) Contractors Rep. (Initials) . Confinued ❑ A(3RA EaM a Environmentel, IrtiC. (Rev. 7184) ~ . • . . . . . • . . . . . - • . . , • . • • , . . . • - ;r _;s~ . , . • . ' • . . . • - ' ' :3-' ~ . . . . • • . i.:. - , . . . . . . . : . ' . . . • ~ ' . ~ : ' ...a.,:r.,• . ; : I:• . : r•'•.,:::.:..'`' : ' : • ' :~:i.,'rr:~~'.+,~Z~v;:','.~.~:• _•:_Ei,~..._~ A. J.,~. :~~••.,.~r'~~.•,rs~ :Lr,f$+~~ar~r; ` ` • . _ _ ; ~^t' t;.,1":. d . l:;•f~,.ti~S.. •i .s. " ' . yr:,.;. :t 'b., -.t.'„='. z.~ . . . . . , •~~~"~,~~~0~ Y„~.- '.t~.~JY~` ~ t. ~.1: A!iiC~~'..~.'. j~.~..; V ' " • ' ' ' .t~.'.,~io .•l?~i~ ~.•..ti~.j~i].»ei;~iRr.~;~~.~~i:':t: : ' ' - . ~ . . : ~ '~4~ti1~: : . S' • : ♦ , ~ : . . '1- '.1~~.e~,:. ~5.. . Y~.1~......: .1: ....V•'~ ~r . , ' . •,'~+J= YJl~<.` .~!1'~• ; ~1 ~ J'~y`:.' i"L~ ~':'L.-i:. . . . ~il - ;;~r~.: ' to -`t+~rtiur• C ' r. J.w'~.~ ~i...~ ' ~':~~o::~j.... . - . - r. . _ j.` ..i. ~yi, .t1~..t,ASr..,:~..:-- ~~.:t.,, 7;`. , . . ~ .-~~1~.^.°..::. .t~ . ' . , ~r:.y~' ~ •~v;~y•~i~,~`t,. A~. ~ 'i_.~~,Y«~`.rr:: : . "-T-:~.'~~,' 4~~ : . • ' - • _ •J a . ~ Eartfi:'& <Fnvironmental" DAILY FIELD:REP.O, . RT~_. ~~~a.a... . ~ . - . . • _ . . ' • . t;: a, C: ~u'.'•,: ••~r.. .'•?i:: a ' ` : x •'r. : • l~'r, ~r'_! ~i : ~-i~t,,'t}M ✓•i~ r_ , ~d_ as ~'r5~° ~~.'i.. r~ . - ~ • . . t!:_.~+~':~:e,~v.ra>;8=•.~if,~,v,:~,~ ~'-~s''° ~ ~"t h : , ~ ~:'1 Z , yt K ^.ea i . , . . . . . , . ' • - ~S - r ,~f„ ;s~~ j'f.~~{. t } _ 3' . . . . . ,+,:i.' : , C: • ,~f,'~_'2~'~,- '`*R 'a-;~=4i~.A'y1. •fT'• ?•l~w.:f~:'- +vsk;.f•~~„ ~a:F~•:, M}~'SHf~'~'J;.d^::: ' . Q~• ~s~`t~l. _ rP., ;r. .:•5'. • • . - ~ PROJECTNo. FlELO R ' C'T NAME, ~r~:is •ti.g;•4;:... ~ ^r<. , _?.i~: ' ;;::;..<<c.ri...c~:. • . . , _ : , _ EPQAT No _.c; a:,. . . 'i ; ~ tt• /~~,Ly~' 3! ~"t"'~- ; . . . , , . - a'„ -w~ ~ :-^i ~~aA1 ' Yt ~ m-~'.`}1~ E~~ ~a ~ •~~:-7' i~• .s:.~~, : . ~z~~~~z~~u::~~: ~~~2 ~-rTD~i/~ . . ~ ~ ~I~ ( . .~C'' . . . ~ - ~ . .~~:.:1' i•r^I:`t.•:" ;,J:~Y~.' ~ :1~'ra)-.'CC~.t°n~.,~ 'r4rt l' e- . , ' ;+::i~. ~?:_.'.'::'=th'f?~ :b`. • - i~•; .S• ~ ~.~7~':c:. :.~h'" - OA PACC , . _ _ , . , . . . . ~OF ~ SUMMARY OF FIELD COMPACTION TEST RESULTS : •i'.w~,:"~_a~..~:4%ti'~ <<il~~.~~:~~• •:-T~: S+"~~+'JM~^I~~`e'J.'~W~•~ ~ ~~~Ys:.11e%~i~~~a1r~~~w'.~•..• . . ' . ' " . _ •:..:'_~:,~r~r,:::.~i:~~ ~,~'~.a_.;.'r.---'-':::;:fs-Tr:,ac-«ac<:~i~:~t•~..___..;.;~,:~~.~~::,.,~ . . . VAiilAT10N a •s• ~~#z~r: as.:~:i.~: a'~:,~y.:~:+':s.~~.:~:^.~a~~-.,..~-as~~.u:.:.~-,:.:• . • FIEID FiiOM ~ . - - ~z ~ .:...~.,:.*,K~-•,,:: . • • _ ~ • -..~~L . _ ,~;y ~.:~,.~.:3:...,.., ~ , . OISTANCE OAY FlEID . FlE1.0 ' . -K~•. j s OPTIMUM PASS. . 1:;:'. . ~ . _ • . r; ~ ~U~'~4~` ' r.; ~`'~t. .j` • ~ ~=~`.''-.itrr.. - • ' EIEV. ' BELOW ' MAT1 ' OEN ITY M 1 '4rR _ ; ~>.:`'~'z~='w..,Trs;~+#~ TEST~nh-~:t.-•,_~•. `l~iy~," ~~~~~'S~'~-~~.^s~~ • • . S OST. COMRMOIST ~.;..,;OR . . ~j~ s:~ .-x;... • : TYPE , FAIL TES~ No:, 5~ METHOO :r .n~ ~ T{`.'+;~.'~~.a.'. ~ . . ~ ' (FEEi') GfWOE (PCf~) ~ l'X) ' ' • LOCA110N: • y ' . ~,v:~ ,+__.1fr. rr S`~ ~.i;~~',•~ .i.7M~~i~~V~~•~~ ~Vri i f ' ` • . 5.S j~ ~ Q~~ . ~r ~ { H i~. .l."; ' Y ~ . . : : ;:.,:i t~S:~~.T,i. ' 57"' ~,~i~Tt ~GV.S` ' '~'•sJy"`yv~-''r~ ~b`; '.i y.~:' • ' ' ~ ~ V ~ t` 1"W ' 1✓{S :(l • , t. ~;G, 1,:~;;~-_~. , ~tJ:,, t~F.:"'~~`~.= ,-o~: 3~ii..~~ ~2A ~ ' _ ~~y*~•~:f.`~~~ , LiiA0~~~~t!=/~,1~~~,~, (~~f~%E-'_ • • ~ • • • ~;:"...,.:'s: ti=. . , ~ ~ • k ~ ~ ~~ls;~ 4.Q~~ ~iN~jLY~ ' ~ci~:.! Y S'K~~ • ~ il_.f...~ . DIAW A~~ ~l-;,)E- , . _ . _ . -C) . to . Al, 3►7 . 96..?,,. ~ ~p;/4*~ ~D,~'~~~'OF :.J4~1v-- (.r'Le • . ~ • . • . ..~•j; - - ° _ - 64 - JC1 ~:`t " • ~ .,r.Y.•j~.~; i~ ~ .ea . DtF1F..7, ~•t~, : ~.r~;;;l.: , • • ~ ` . 1 i3 Z. 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IN ~ ~ ~o ~ Ag~ {~31:`~ 3.4 : • ~I J i~y'~,~': S yYl~'i~ _4~d:~1i:4~.~' }~n~'./ t'':.'i~4~~^.: . ~6 ~.~.f~ • . . , . • * . . ~ - ♦ i ry~ ` ~ : i ~ ~ c~~~f~Afi~.~T~1.' ~ ~-T~ '~?I~y~~~~~ t~~ 'i ~,~~t~;f~L~. i~,.:i: a - . - . . . . . - . , ' 4., . .:t - ; _ . M ~ . ~ . s ~i Ma . ~ r,,•,~,+~':K':-'Y`:~ .Y.:. ~ :f'yl' A~.~ rl....~ .i.~ w : ~ v' .~k'd ~'9~ y ..o k y.~y ~j~, i~..r1~''a r. ' ~ .r.. p ~.~r~ . : • ' ' • , - ° iE~a a ~'~t ~+.~I~i~.'".rit ~li~~.~NtQt~ ! ~l`Y@..~' j 1rj~T^3~~!.'•t~i.,';'.~"«s;. . ' ~ r_... . . . • . :j~ ~ . .~r , . 'ti.. •~.i .n,.~ 7yZ~~~=~..~i -,~,P JY~M~.~~Y~f J~` ~o \ ~~y.I :~~~-a~..r~.. x . . 'i.' '~i:• . 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' . „ •,r .."p=y i..wti7'... • . > a . . ~ s~a~•~` ,3 ~ ~~i :61~,.' ~r'~? ~~~~~~y$ry~.; w?~.".i h:;..: , , _ : ` ` r = ' . . • . . ~ ° " . *3*'in~:r PERCENT.C Q STA OMPACTION BASED ON:;, _ SPEClFiCAT10M. i~~ cr.° - _ , , . •..,r:; ~.,3.- ~ _ s. ~x~;,:y;r;,~~ k}~ . , . . - . . . , . . - . ~ ~ - : ' ~ 'r ri ~ :a'.~y.:!a,:=i~=r ~Y~ ~'~~~,~~"}'r~',~d~...,7~.~, }„x; . . „ . . - NOARD PROC'fOR ASTM D 698 , : , . ,Q. 90% D,698 85X O 698 . ~ _ ta~,: ~se -`~j ~.Aa.ti y: + '";i :~;5\~t~~~i~'~ r":"~^~%-i3~~::'!';:S~L: : -~a.. - - - r1E'yf:£~ ~V:r;.'-"'v~:.,.c:..~:j.,...: y,i a:3^saY..._ ~ =w~: , ~ " ' '~ttly, 7,.- 6 ' r J:. ~f;'y t:~.. ,..:I~:...:i ~ ~ , '}~,e~~>►?~ 'a i.:- R.e.~... H -+~r ~G at, ~i~,:; . vs.• ~ p so9c o1ss7 p so9c o1ss7 1t;`~:M~'~: O: MoocFlEn aaoc~roa asn~+ 0 1557 T~';,~• • •:>A,:•~. , : , , • :Y . . . ontea ~ orriea - • _ ~ . •T. fn:-A. - 1 . _ , '~'.f-./. r. . O . . . ~ : r . ,_Ht • ' ~ " • . ' - • • • ~ ' . I , • i~` . • • • • 'i, . ~ TGn1IL REFERENCE • MATEAlAL . MIWMUMORY Qr~11RY111~ ~ ~ . ~ ,.i,, , . . . • .l, . ' _ TYPE SAMPIF N0. OESCRIP110N QENSITY (PCF7 M015T. (9L) '..TEST' NUMBER : • , . o - • . r=oaNsRif~sr ~38' 7 la•7 ~ . RT'= RE7'EST~- - • • • • ' ~ ' • . . .S::.G.: ::r'. ~ • . Y ~~'~~J.{.L'r ~ ~ T ~ • ~TEST ~METHOO+~ _ ~ . ~ , ' - . - ~ • ~ - . - • . N : NU0.E/1R (ASTM D 2922) ' • . . . . . . . ' SC = SAND CONE (AST1~A D 1 S58) , • • . , - . OC = OfWE CYUNOER (AST1~A O 290~ . ' . . , • N . • • • ' . . . AGRA•E&E Fleld Rep. (Initials) AGRA E&E Project Manager (Initials) ' Contractors Rep. (initials) Continued ❑ AGAl► Eam, a enhronnental. lrc. (Re,►. 7/94) . ."iG~~f~ ' _ ~ 'I' ~tir•.'-. :i. . . ' ' ~ ~ . . . ' . , - A)'i~tiY•.: . ;,~.:.`l. " . . ' ' ...r . ' ~D1`\r`~ ~~~~.~~•'vY.' ` • _ . , _ ..=7.~:r-z . :'~y..~. .~;~i•: ; •i ` ' ' _ • . , • ~ i~ '"`'.~jrs . :~i..~. ~ . . . ' . . '4r;'~'~~: ~~,1~I~i~ Y•`"V,`„t,• i~. ~1'.~ y` • . ~ . • . . DATE: ~ ' . ~ .J~~`,x~~'~"-"~t, • ' • • . . - - ' ' ' ' • ' . . ~ r.:~a . . Q ~ . • . TQ: • . • . . . . ~ . . . ; . . ~ ~ , ~ . ~ . ' . . . . ~ COMPANY: ~ . 1NLAND PACIFIC ENGINEERING CO. ~ 707 West 7th Ave., Sufte 200 Spokane,: WA 99204 ~ FAX NUMBER: ~ . . ._~.'a:. : . , . . . ~ : . ~ .-jelephone=h-;(509}:458-6840 -_3q~ 17A)C'1: (509):458-6844 FROM: , . . ,l ''c~t. 'e:: . ti.i~2~.•`' . . . . . ' . • tf,+i t ~{C7 c .7.-~ ,'e` ' . " . . ' , ~ ~ S . . - ° , • . . ' ' ' . ' ' , . . . . . ,J;~.. , • +-}:N' . . ~~I~~/ • 1~ I~I.~I-~ . . ' 1'I~:•"„~q:i i'1~ yc~~}.,,,; )~r. .~J ,r~.t._ ! i 1 . . . _ , I " ~ ~ ~I ~ ~ ~ • ; _ i , • ~t~~`~~,:iYl:,,~y~:`='.l~~:~l~- - , . .'s . ~N~UMBER OF PAGE5• ~1~..,•4.. J•:-.J~},. • .f ~ , _s ~ _ _ . _ _ . . ~ . . ER. .~.z•- q~ JOB NUMB Y. :S ::t~~~~ 1:~31,it:'~'IN'%r: ~-:t+i-~.._'~'a'r..~~ • ~ • ' . - • . . . • k•~R.+Lr jcs~~:: • :r.j Y~ a~ . .:.L..,. INCL COVER PAGE , ~ ; . . ;i'~t~:~:x .i..`9f~''!^i,C;.~l~:~`~~~ . ' . c . . • . J,3 . . ~l~t+. •j ~ ' Rm '.s:~•~• ,~,'y;~' ~`414OTES:.-?:: . . , ~ . _ _ . . _ . : • . . - . . . . ~ _ • ' - .:.-~j'-.;3, .j<. . • ' - ' • ' - ~ . ~ , ~ ' r' ~ - - • VL • ~ . ~~lLip l Ib /Ill l~~t.t ~f~~ ~C • ' ~ . - ' _ , ' ~i•, , . . - • . . . ! L c.-L . ~ • . : ~ ' j~~~~~v ~ . ~ , . . - . . - : , . ~ ~ i?~ d~;~= ; ~,r,~ - . " ' • ~ • . ' • . 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MATERIAL FIELD REPORT ~ ~.lECT NAM~ PROJ CT No. ~ FIELD REPOfiT Mo. 1 DATE ~ PAGE ~ 4/ IOCATtON / I _ / (Q -9 OF PERMIT NUMBER WEATNER ~ CUFJYT Ofi WINE~~ 46" ENGtNEER . • ) (3ENERAI CONTAACTOR ARCtIITECT TYPE OF INSPECTION PERFORMED TYPE OF STRUCTURE tNSPECTED ~ RESTEEL nSTRUCTURAL STEEL FABRICATION 0 FOOTINGS ~ COLUMNS nAEINFORCED CAPICAETE STRUCTURAL STEEL ERECTION Ej AU(3EA CAST PILING ~ SLAB-QN-GRADE ~ REINFORCED MASONfiY n EXPANSION SOLTS GAADE BFAMS 0 STRUCTURAL GpADE ~ SNOTCRETE [j RE PR FIN(3 0WAILS 13 POSTTENSIONED SLAB C1/~ C~C~4P OTHEA (SPecifY) .r1 >;rOTHER (3PectiN) ~ - .;;`i• . SpECIFIC LOCATION(S) .:ast • - . . . . . . . . • . . ~ Q vlP ~ 1 h~ ~ G`~c GAtOS . ♦ -7 S, G Q S-4L Vt. v r7 ~ a Y...~-~.. Q.~ ~ s • `►R"s (1_0 G4p,~ Uj r,. LU&S u ~4~Q ~ ~ -.J COMINUED ~ - . •c . o , - . ~•p. - v+,,.ii;..uv. -'y;s a-- i't ••!~,n }!yc....t~:,.~,J'`,tr+'S~)'.~•.~1.,'• •-.}:•i=1.~~.-.-/ ,r.r., ,..y...~i: I: N~r . ~ r ^1~ qiL.~1:i ~1i1~a~ S ~t~!J 'r \y✓y1 ■/.~■a ,.(~:.~fiJ 1,... '~iW 1a.':aL~'.' . n_ s ~ ~ ,y •,'~~~'"2'~ti..•a.: ' ,'.9,'v~.• wi... e ' 'i ::r1'f~M~Y,~`(ti~~' 'j. r~. ' ~"ti' • ) ~ ~w ~•~►~~7a~ •G'7C}-'!!3f~' ~vZ~~s~ ":~~:.4'J°:'t.r~'',='~.-.,Y'.'J;~ ~:P'` r.':t t.%.:, 'Y•7.:t~::'•••.` . . ~ _ ~ . . SUPPLJER Mtx . ~Ja 6 5UPPUER / MATERtAI. TEST REPORT No. c,.) MATERIAL TEST REPOHT No. ~ SLUMP (iN.) 110 AIR CONI'ENT SLUMP (IN.) / DESIGN STAENC3TH (PSn OESI(3N STRENGTH (PSI) / Na OF SAMPI.ES ~ No. OF SAMPLES / . 70TAL CU YARDS PIACED , TOTAL CtIS PLACED . CONCfiETE TE1MP. (Deg F.) GRd6i TEMP. (Oeg FJ TiME AIR7EMP. T1ME AIR'fF.MP. " ''''~''•~A~L'fi'EklS` E7N,'GONF4Rl~A~CL'~~I(fRH=' . :_-~-:};'`:~'a`";"-,: . . . , . . ,,AB ~,.i_ . ; ~t, ~:`.='a ;a~;~~:~:,; . . . MORTAR:. ;~:~%~BU1L'DING ;D , E1~7=APPROYEOPL:/~t~iS . . . . . . . _ . . _ . _ . , TYPE OF MORTAR XY, ES IF NO, EXFlA1N MATERIAL TES7 REPOAT No. / ❑ NO SLUMP (IN.) DESIGN STRENGTH (PSI) / ' No. OF SAMPIES ~ - TOTAL CU YAROS CED MOATAA TEMP. (Deg F.) ~ TIME AIR TEMP. . Inspector . i~ V4, n ' Date AGRA EaKh a E„vironmentat, iJk. (Rev. 11 /sa) , AG RA Farth & Fnvironmental . DAILY FIELD REPORT PROJECT NAME • PROJECT No. FIELD REPOAT Mo. - /-f / / ~ ~ DATE PAGE 11- 4 aF y SUMMARY OF FIELD COMPACTION TEST RESULTS VARIATION • FIELD FROM " OISTANCE ORY FIELD FIELD OPTIMUM PASS TEST EIEV. BELOW MATL OENStTY MOIST. COMP. MOtST. OA TEST No. METHOD LOCATiON (FEEn GRADE TYPE (PCF) (`x) M (X) FAIL 1 ~ ~Q~ ~ ~Vtv ~ 30r 1J. o~Z.~o~rqv~q _ ~ . ^ ~ ~a,4- abl,.~. 33, g (Q. 3 ~ ~ ~Galw%on pulkr IAwc ; 3 5' Ul, o4-$a l•~•c.1 cL,AY ~ ~ ~2. ? Sc.\w.c•. 1~1~,,~.. ~ati.p ~ qC1'w. `o~salwnc+~ 7- . `5a I w~ a ~ lal.rel 1A v%,t • a o o "E, o-rs." I ..,,o ~ & ve~ VI.-O@ ~uu~,~,~~► , J3o.2_5,..~~3~ i• L P ~ Q lw~p^ 3. O ~ r_ 5a i.~~ ~+.x ta.,.e • aoo~ o~ Sa ~...o.. 1Z8. ( e I_ qz. 7 3.6 <u 5 Z / 27~ ~ • ~ • Z c ~t~~Mar. v~1V~C✓~Q NLI ~ l~t d'~ . ^1 • . ~,L.e~n~n-ct A..t _ G~ V l.~ 93. 1 ~ L ~ ...L.1. ~ `~L ~ ~K-~, -tD'~Q$ e ' PERCENTCOMPACTION BASEDON: 'SPECIFICATION: • ❑ STANDARO PROCTOR ASTM O 688 Q 90x o ss$ ❑ ss% 0698 ~ODIFIED PROCTOR ASTM D 1557 ❑ 90y6 D 1557 ❑ 9096 0 1557 ❑ OTNER ~ OTHER f!m ~p..J~►1~I? MATERIAL aEFERENCE MATERIAL MAX111AUM DRY OP'TiMUM . . TEST NUMBER TYPE SAMPLE No. OESCAlPT10N OENSlTY (PCF) MO1ST. 6~bENSITY TEST. 13 . 7 RT $ RETEST • TEST METHOD ~ L-AVS HUCLEAR (ASTM 0 2922) 6 ~SC = SANO CONE (ASTM D 1556) DC = ORIVE CYUNDER (ASTM 0 2937) AGRA E&E Field Rep. (Initials);~M AGRA E&E Project Manager (Initials) Contractors ReP. (Initials) Continued ❑ AGRA Earih 6 EnvirOnmental. Inc. (Rev. 7/'94) SPECtFIC GRAVtTY OF BITUMINOUS MIXTUFZES . CSHO TM 306-A (F) WORKSHEET • Project: i?4 veawAc-t- o-&jo 3a-4> 7<0^- Project - ~Sample Depth: Lab LocationlSource: UA A~ 5o~E Date Tested: 9~S . Material Description: Tested By: ai 146'-Z~ r~ JA.R (PYCKOMETER) CALIBRATION • ~ Wt. ofJar, Glass A a?84 g 4Q980,$ g acl $0, 7~, g Wt. of Water, Jar, Glass B ? 3S'3 . b g ~ 3 g 1• I g ? 3~Q .S- g Temperature of Water C -71_ °F 7$', ~ °F -7 q, OF (Gw) Temperature Conversion Factor D7 S,P- 7 , 79 7.29G V Volume of ]ar B- t~,= D E ~ ~ P) ~ ) , ~ E, ~ E; 1yq1 cc Ju Calibcatioa m. w«t-hect (AVG. VP) ~ Ei + E: + E3 3 F No. Nunbrr cc - SPECIFIC GRAVITY & MAXIMUM DEHSITY H.ot No. Mublot a Tci Plo.4.at No. RSublot or Tmt No. 4.ot No. kSubla orTcst No. Wt, of Jar, Glass 1 aq"rb . g g g g Wt. of Sample, Jar, Glass 2 L10-1a• o g . g g ~'VVs) Wt. of Sample 2-1 3 !09/. 91 g g - Wt. of Water, Sample, Jar, Glass 4 g~ 3 S, 3 g g g (Ww) Wt. of Water 4-2 5 ~q b3 , 3 g g •g Temperature of Water 6 7 33 °F - °F °F (Gw) Temperature Conversion Factor 7 ,?g 2 4?7 . . Volurne of Water 5= 7. g 397 3. 3°C °c °c Volume of Sampie F-- 8 9 13 cccc cc (Gz) Specific Gravity 3- 9 10 4, qS7 . (MDT) Max Density Test Result 10 X 62.4 11 , /55, ~ PCF Pa PCF Difference Between' I 1& Last MAIVID PCF PCF PCF MOVIImG AVERAGE MAxiKUM DENSITY (MAIVID) No. of MDT: No. • M&MD No. MAivm No. MMM a„erned MAMD (Using MDT From 11) PCF j pCFl PC.F Remarks: ~ ~ . RlCEFORM.PUB 5/17A4 A G R A Checked b: Earth & Envlronmenta! y E 520 Norih Foofhills'Orive, Suite 600 Spdkane, Washington, U.SA 99207 R'.10NE (509) 534-2657 FAX~1509) 534-97BT CONTMCTOA AEGISTAATION iIN-U-NA_-3Oa1(; 1 Q/d A-sptiait ;oIrl9~any S/NCE 1934 • . . 0 St I 1 E. BROADWAV • P.O. 60X 3366 • SPQIWNE. WASFi1NGTON 99220-33gg • ~ FlELD OFFlCE FAX NO: 922.9144 FAX CQVER l.ETTER DATE ~I~ Z-l ~~S .NUMBER OF PAGES (INCIUDiNO COVER SHE" CO M PANY ATTN ,~r'v c~ ~ ~v•-~ c~ r- FROM Zvwl ?0<e-.A-~~s~~i . ~ REFERENCE__/iv <-r •~•wllc, IF YOU ENCOUN7ER PROBLEM3 WITH TNE TRA,NSMISSION QR IF YOU 00 NOT REGENE THE ENTtRE DOCUMENT, PLEASE CALL 536-0613. REMARKS:~~` vvr ~p~. v4Y'~.v?fas• le Z ~ Q~1 b0Ch anriversary 1934 - l9q4 An Equa1 Opportunity Emproyer . i ' 42NL Quick Wash with Huclear asphalt ~R~1ACt1'A. CuaS M1X SI►NWLE ►it3~9Ep OL/1WT IOCATlON AGG SOVitGE OJQE SAMPLFO A ACCEvUNCE A551Jp NGF ( l•gy• QS O E ~sp 0 361 wAs¢a cotm"T . ` Wt. Qri9ire! Sample 3. Wt. HZO <<3't2~ • jr (lAtalet Content) /Olvc~ _s WL DrY Sample d. Percent H20 ~3~ xloo (Constant 0 23U - 2700 F) - 1061• 8 j EXTRACTiON DATA VYt. Originat SamAle Z 10. Wt. Ory Aggragate tg) - tsl /I38.0 ( Oilloolp .1~iss~lt . WL Ory Sampie 5-5~ ~ 1243. a . TRU.F.R ~ tM NodeI 3= Swis2 }iiabiwt 1751 . tiA9M IKM . 96 Asphalt from Nuctear Geuge 5• q& p~ . ~~T • A . COtreCt6d 9o Asphalt t7? - (4) S; ~d "Swle f 8 2:14 PM W" ~8)tgl . Yei9Dt: 8 Back~roundi 2338 " . Gorrected Wt. Asphalt i~ 6"/X Caunt TiyrO 8 t#avt* AGGREGATE GRA01lfI0iV COUltlss 3W %WWt: 5.46 vr~~ a~~►~ccEO oe~rrr a~-.o~EC vEacEKr va~ssINc rq.E~►HCF L[~urrs r~GCV~1 ' tA CCu4R4.W/F1 ~ • . . , . ' ~ ' Ti~t,~T ~aav6 ► ~3/y .~r ~ /OD. V 108 j8b V%- ~G •S Z 4 17-41 17 9o/ioa 3fg 7- tf 7sAa 1~ IF . Z bg b0/72. y - ~L3 • 8 ~ ~ ~ ST 2 ~ 10 7114 ~Z• S ~ 37. 5'~ 3$ 3ZIAli 40 foZy.a . , ~o. s ~ 8 ~ ~vbZ.3 1c3 ~ la!o PaN 11~13.~j ~~in ewnp%" 9ts" TOUL Ac,c;Wafff cFrum c" tm oispccrpp DRE T t • 19 '''l..S t be ~~J ~ ,..~gnts to noarest Qram. Ccmpute to nearesi percenc axcepc No. 200 onyr to nearest 0.1% fSQ:ooA , e ~ ~ Quick Wash with ~NucleaP Asphait CtNO. L.1J►SS 41~X SWpLE NUM8£A puNT IOCATtON AC,G 90t1R= WiTf 5AMP1E0 . L 3t&Cjq lk &CCE*UNCF Assva,uWE 11. q.Qt O - . ~ cKr ; 341 WI►TEA COIdTENT . Wt. OrIg~'naf Samp,e 3. wc. H20 (VYater Content) t t 30 . 7 . , wt. Ory Sarttple . (Coctsta~c a 230 - 270° F) 1~~0 4. Percent H20 ~ j x~~ OS EXTAAcnON OaM , ~flripina! Sample ~ Z 72, $ 10: Wt. Ory aggregate M- t9) J Z,o3 •S" (5) (4) ~ L'VVt. Dry SSmPIe 5" - 100 1 Z."T~ •7., . TRMUM A.EC tM Modd 3'i41C ~T 2Ii89~95 gerial ~IAg% 96 Asphatt tmm Nuclear Gauge S.yp da,ple 1 8 3. Corrected 96 Aspnalt (T)-(4) 9=27 AM U/" ; • CcXreCted M. asphalt (e)(6) *igAtt 8 Bat"rOVndt 2SM t Utibt 699iX AGGREGATE CRAD«TtON Count Tiw: 6 t1Rtts ' C01Mtst 3= %VPWt• 5+43 - wE►c.NT AMWM PERCENR RE'A:NEO PERCErvT q►ssNG TaERA,ucF L040Ts rAacuA_A_.dnf) • r~cccr+uuw~~ - - . , . , ' ~~kR{,El~ ~eLNla~ 03f~ f .4' .e- j o /Od /oo '/2. 40• 1 3• ~ ~ 97 ~oliQa 3/e n 3. s 444 gs.4 85~ -75'/Of C) , /I 381.q V•q bg bo171 q yfs• c. 441• Z I 04 S$ io 173•7- 44•3 ; sr.-I ~8 32/~lZ tozZ•t~ ~S.a I~} 1'j/8 1+0 -Do ~ 1Q88-~ - g°•s ~ S'' 8 2m I~ 2~.1 q3• ~ ~3 ~.s'/zo PAN 53. N« %4*o in awro,~ woono T0UL AGGiiEGQE (Fror++ tX+e 10) 1203• C" . WSPECTOA OuE . -JD ~l- 9- ,n -7: qj`a,\ PO r' j'~ s~~.. 7Z. 7 C ~~ts co ne:rest gram. . .•puta to nearsst peMent QxCept No. 200 cnty to ngarest 0.19` r z,~,L,,,,,, TOTAL P. 03 , AG RA . rth & Environmenfal DAI LY Fi ELD REPO RT ► ~ . PROJECT No. FlELD REPORT No. ~ . , PROJECT N 'Q • ~C~~ OATE PAGE CZ? oF a . SUMMARY OF FIELD COMPACTION TEST RESULTS - VAAIATION , FlELD FAOM OISTANCE ' ORY FlELD FlEID OP'TiMUM PASS TEST ELEV. BEIOW MAT'L OENSRY NiO1ST. GOMP. (MpIST, OR TEST No. METNOO LOCATION (FEEn GRADE TYPE (PCF) N (9Gl FAIL a ~ ~j•~a.~Gt~ ~i ~x.✓ l.~ s MX, ~:..3.. - ~ ~..~)a.►.a ~~s~ / 2S' E. a~Salw~ch 3 g 7~#'i(j 3o 3 w ai s .~p ~5 ~ ~'-,.xv- 14^t. bc& t b A/ z .N.s.g q - q.o - ~ y-LAvv_-, 100,g•o f 45a I•K.o.n e-w . . `4t _ - ~ - P . ' ta ~a A+rc. ~ 1 s'w . o~.~ ~ rc... 1~13. G ' ~ - o 9L I - ~ • hotta.•4 I}-t~.. 3~'F. o f S~.a 1Ae. Ql v~.,. l a r.e ~ql Z - 92•3 ~ ••JtaUa Ave • ~ / So o S+na Ids ei ~ o . ~ ~ . -d3.z d14Na Avt. 501w•v{ sA4 I6.. 1~% .+l,• I a~Z 9'Z, 9 - `P Z- a MA , Z s~~ a Sa ~r..d.► ~ke,.,4 ~p . a Fs. Iyyl - 833 hd~►~a A~- 1So ~~J. o`~5•~•wl[r. e'+ve~ ~wr.c I'l3.7 ~ 1 ~ ~ Ai • (xv .A ,n~ µM►~► ~~re., ~ Sa iwWw.1e'JW.,.,t r•Y.. ~ /ld 1.~1 w ~.~.,.Z'~ 1~- 3 ~ .rv✓~~Y~S't'k~'t."'~'~GS't~~ ON~ - PERCENT COMPACTION BAStD ON: • SPECIFICATION: ❑ STANDARD PROCTOR ASTM 1) 698 O 90% D 698 ❑ 95% 0 698 o ~ ~ ~ %6< MOOIFIED PROCTOA ASTM D 1557 ❑ 90% 0 1557 01557 ~ /c, N~z OTHER Rti LL ftNK51.-Q A/~ ~ OTHEA ~Z MqTEpLqL REFERENCE MATERIAL AAAXIMUM ORY OPTIMUM T11pg SAAAPt,E No. DESCRIPTION DENStTY (PCF) MOIST. (76) TEST NUMBER , 1~ g, ~ I• & OENSnY TEST QS`C ~i ~~C' P • / RT = RETEST ~ ! ~ ~-~l~►S ~ ~ ~S~ ~ T / oo, ,EST METHM ~ /t, 3~2 7 ~ NUCLEIW (ASTM O 2922) ~ o e SC a SAND OONE (ASTM D 1556) OC a ORNE CYUNDER (ASTM D 2937) , . AGRA E&E Feld Rep. (Initials)7'" \ AGRA E8E Project Manager (irnbals) Contractors Rep. (Initials) Continued ❑ AGRA Eartn a Environrnentat. IM raev. 7r941 , AG RA . & Environmental DAILY FIELD REPORT ~-th ~ PROJECT NAME PROJECT No. FIELD FiEPORT No, Rtvevwc%11(. Zv%J awa ~A Add . IZ-13 t ~ ZAl OATE PAGE ~~llyla~ Z aF z , SUMMARY OF FIELD COMPACTION TEST RESULTS . vaawnoN ' FIELD FROM OISTANGE ORY FIELD FIELD OPTIMUM PASS TEST ELEV. BEtOW MAT'L DENStTY MOIST. COMP. MOIST. OR TES7 Na METH00 LOCATION (FEET) GRAOE TYPE (PCF) (X) (X,) FAII + so - ~vo ~ SMN~L RlV2r ~h~ ~W+eu,~~~ 139,~ S, 6 I P Shtike k~~e#, +!Vo' 132.y 4~ 1 9S•s I k -W"f tn-}~, b)k3 133.3 6,7 qb~ l p 3 sa1v.o~ 2~vP,- Luti ~ L-o +I Uk 1 132.3 qs.y P 5q e~Z-e~ Lei e~t c.v+ 2 alk~ ~~y,1 ~6• G P_ . ~ , PERCENT COMPACTION BASEO ON: . SPECIFiCAT10N: ❑ STANDARO PROCTOR ASTM 0 698 D90% o0s ❑ 95°,6 0698 ' ❑ MOOIFlED PROCTOR ASTM D 1557 ❑ 909G D 1557 ❑ 909L D 1557 ❑ onHEA" O onHEa M/►TERIAL REFERENCE MATERIAL MAXIMUM DRY OP'TiMUM nrPE sati+PLE rao. oESCfUPnoH oesmr (PCF) Moisr. cx~ TEST NUMBER • . DT . OENSRY TEST V,, b~7 RT m RETEST TEST METHOD N s NUCLEAA (A.STM D 2922) SC - SAND CONE (ASTM 01556) ' ' OC ~ OAIVE CYUNOER (ASTM 0 2937) AGRA E&E Feld Rep. (Initials) 3-L AGRA E&E Project Manager (Initials) ~ Contractors Rep. (Initiats) Condnued ❑ ncRn Earo, a EmAromne,tal, im (Re,►. 7i94) , AG RA L8, Environmenta, DAILY FIELD REPORT PROJECT NAAAE PRQIECT No. FIELD REPOfiT 13 /1 ~ S DATE PAGE Ra V ~ ✓ KLk,-kk,^-A OF ~ SUMMARY OF FIELD COMPACTION TEST RESULTS VARIATION ' FIELD FROM DiSTAP1CE -CRT► FIELD FIELD OPIIMUM PASS TEST ELEV. BELOW AMTL OENSITY MOIST. COMP. MOIST. OR TEST No. METH00 LOCATtON (FEET) GRADE TYPE (PCF) (76) (X) ,(7~) FA1L 9*.Ab.►a r►~; 5o'w , ot' sa lw~cv► r. ve 'Salwt~ .~vt ~ l~ v►.t_~ !p0'E• of S.►1 ~o ~~`+~tr ~ Lj lawt I 3 'IV . o F 4~ . ' ~ I qZ. 9 `Sa1~Mtr~ ~1~`~• 1n v~C~ aZcaO' o-~ Sa Iw►a~ 1~1~tt. `Salw•sh 10% ut.. %Av►tj • 15 ' E: o-~ 54~•w.A el ve r y _ . . . 5 's. o -F'i 5 N `Salwv.. ~1v~ev lare; IT S'L~•o~'"5..1•+•~~ A vt y . . ' - 1•cv•c 3~ si o~ r Sr~aY{~ (0 ~ n ~ W. o Sw lGe Qivt.. l aM.e ~,,sjp ~~J a•~a A~t. ~ ~ t1 ~ t . . . wz: 9 . ~ Sv.a {Ge Vavev 1AV.r~ Z o'N. ~.th a:w AA, t• £ - n 'G~o-~' 1~13.~ ' ~ ~at.v.cw avve; 3o s • o J- ~rA....► ~u. ~ W3. i iAt,~, . lv ~J viz.7 . . PERCENT COMPACTION.BASED ON: SPECIFICATION: . ❑ STANDARO PROCTOR ASTM D 698 ❑ 90lG 0 698 ❑ 95'16 D 698 ' ❑ MODIFIED PROCTOR ASTM D 1557 ❑ 909G D 1557 ❑ 90`X. D 1557 OTHER ~1 ZL° JJ~11S ~ qh/ VOTHER ~a /p a-P ! MATERIAL AEFEA£NCE MAT'EAU1l MAXIMUM OAY OPTIMUM TYPE SAMPLE No. DESCAIPTION ' DENSTTY (PCn MIatST. TEST NUMBER . , • 60T) oENsmrrESr 7~~~`W~VI►~q ~µ~.s~ . ar = RETEST TEST METHOD ~ ~ NUCLEAR (ASTM D 2922) ° SC a SMtO CONE (ASTM O/556) OC - DiiIVE CYUNQER (ASTM D 2937) ~ AGRA E&E Feld Rep. (Initials)-ym AGRA E&E Project Manager (Initiats) Contractors Rep. (initiats) Continued ❑ AGRA Earth d Environmentaf, Inc. (Rev. 7194) 4^6 AG RA Earth & Environmental - MATERIAL FIELD REPORT . ~ - , PROJECT NAME FIELO F17AyNo. ~ lxAnON DATE / ~ PA~ OF`-' V PERMIT NUMBER WE CiHER - O CLIEKT OR OWNER ENGINEER .f ~ GENEAAL CONTRACTOR ~ ^ V ARCHITECT TYPE OF INSPECTION PERFORMED TYPE OF STRUCTURE INSPECTED ~ FlES7EEL 0 STRUCTUFLA(, $TEEL FABRICATION ~ FOOTINGS ~ COIUMNS E] REINFORCED CONCRETE ~ STRUCTURAI, STEEL EHECTION ~ AUGEA CAST PILING 2'SUB-ON-GRADE ~ aEINFOACED MASONRY ~ EXPANSION BOLTS ~ GRAOE BEAMS ~ STRUCTURAL GRAOE ~ SFIOTCRETE ~ FlRE PR00FlNG • OWALLS ~ POST TENS10NE0 SLAB 91-0" (saa«N) r(1&(:P I"f ` ❑ oTMER (scecitr) - , . . SPECIFIC LOCATION(S) . GflIDS ~ (q n ~ A .Rcs COIYTINUED ~ _r :t`;~:-• CONCRETE , ~ - GROUT SiJPPUEA MiX r'Cln / SUPPUER \ . MATERIAL TEST REPORT No. Q~ r~~ AAATERIAL 7EST REPOR~. SLUMP (IN.) ` ~ - AIp ((~NTEPlT SLUMP (INJ \ ~ OESIGN STAENGTH (PSq JCK)3 ~ OESIGN STAENGTII(PSq \ No. OF $AMPI,ES q CI-X0 CYL No. OF SAMPLES \ TOTAL CU YAADS PUICED (f / + TOTAI CU YARDS PLACEO ` CONCFiETE TEMP. (Deg F.) 'I 6 6 GROUT TEMP. (Deg F.) \ TIME AfR TEMP. TIME A!A TEMP. ~ " '''°"!'`%cr...6'`&L.AtTEMS ABOVE WEFiE tN CONFORMANCE-WiTH MORTAR . =..;+irs. \ , • i BUILD[NG DEPARTMENT'APPROVED PLAMS - • ' rrPE oF MOkW ~ YES IF NO, EXPLAtN MATERIAI TEST REPO SLUMP (IN.) ` A ~ r DESicN sTRENGni (PSi) No. OF SAMPtES ~ •~r TOTAL CU YAFIDS PLACED ~ MORTAR TEMP, (peg F.) \ TIME AIR TEMP. ~ Inspector4 / Date AGriA Eartt, ahEnvtqpirneneal, Inc. (Rev. t vsa) , AG RA Earth & Environmental MATERIAL FIELD REPORT PROJECT NAME ~ . PROJECT No. FIELO REPORT No. t . 0,0_~ 12 ~no,v /a-./3I / ~.7 LOCATION OATE PAGE 11-17 4,5- aF 3 PEfiMIT NUMBER WE~)TNER ~e~.vu.a y CLIENT OR OWNER2.t~9~tJ ~ ~ ENGINEER Y ~fJ S LE`'t.r GENERAL CONTAACTOA ~ ARCi~41TECT ~i4H'lE1'LA:, Aj , TYPE -OF 1NSPECTION PERFORMED TYPE OF STRUCTURE INSPECTED ' . ' Y ~ RESTEEL ~ STRUCTURAL STEEI FABRICATION ~ FOOTItQGS ~ COLUMNS ~ REINFORCEO CONCRETE -E] STRUCTURAL STEEL ERECTION F-IAUGER CAST PiLING ~ SLAB-0N-GRAOE ~ REINFORCED MASONRY ~ EXPANSION BOLTS ~ GAAOE BEAMS ~ STRUCTUF1Al GRADE ~ SFIOTCAETE ~ FlAE RROOFlNG ~ WALLS ~ POST TENSIONED SLAB ~ OTHER ISpecifYI .'~V DE' LLJ144-X- ~ OTHEA (SPecttY)_y5'1AE W.4UL SPECIFIC LOCATION(S) GRios &In'aezEty_-TtQA_tS cDF _Z~DrAN/{ AtE F SALMorJ Z Jt'1Z Hoc _ AND f-+Aoz)tC~P 4" 4ECM -.L.rU1.arRA1A &UZ) r~~,JAltG . . ~_j6kaKS • . , CONTINUED 0 GROUT. . SUPPLJER A(~+ ~,yl t MIX 1~ 4(~ ~p SUPPUER MATERIAL TEST REPORT No. ~►j ' MATERIAL TEST REPORT No. SIUMP (IN.) ~ 16- AIR CONTEPfT 0.(3 SLUMP (IN.) DESIGN STREKGTN (PSn OESIGN STRENGTH (PSq No. OF SAMPL.ES 3 No. OF SAMPLES TOTAL Cil YAADS PLACEO 3(~ TOTAL CU YARDS PUICED CONCRETE TEMP. (Deg F.) GaOUT TEMP. (Deg F.) TIME t~~ Q AlR TFMP. (Qa O TiME AIR TEMP. . ---:ALl'~REbAS4AhO~WERE 1N CONFOFtMANCE WITH - ' • MORTAR . . . ~ - . BUILDINQ`bz.~ E~qi~1lAENT`APPROVED'Pl.ANS'~ ' TYPE OF MOATAR ~ YES IF NO, EXPIJUN MATERIaL TEST REPORT No. ~ NO SLUMP (IN.) OESIGN STRENGTH (PSI) . No. OF SAMPLES ~ J TOTAL CU YAAOS PLACED MORTAA TEMP. (Deg F•) T1ME A1H TEMP. , Inspector Date J1 dt t-bAgC_~31a~_ AGRA Earcn a ErNira,mencal. Inc. (Rev. 1 t/sa) , AG RA ~ . Earth & Environmental MATERIAL TEST REPORT ~`f~cCT NAME ~ ~ PROJEC7 No. TEST RF No. LOGATION ~ OATE PAGE OF . PERMIT NUMBER WEATHER CUENT OA °'°ER ENGINEEA J . _ -d.&) F GENERAL CONTRACTOR ARCHITECT . •.;K:V,.....~~.•''~a~►-.. ~=ra~ 1:••;-,;ti~~ _ ~ . , .':~i~~:,.,tr,~ ~-_.~~`~~y~~~~~/~~~.~;;~~°~:.`~~ ~~``:;l~• ~s EL'D DATA. - - - , • . - . . . . REPORTED BATCt~ DATA 4~ ~~.N►~ .I~t~~~.~'~~~~7f.~~'lI~N~l~i~.~i~~'~ ~~•nJ~Ai. r14 r91~ . . . . . . . { • SUPPUEFi 14d-m c ~ MIX Na ++f Q D~ I PIANT No_ ZO ❑,lpg M1X CEMENT TYPE ~ ~ I TEMP. (Oe9. F) I YIELDNNfT ❑ OESIGN IC] ACTUAL R fANCRETE M GROIJT TiME I TAUCK No. I TiCKET Na I X A1R I SLUMP I CONC ~ I1iR I WEKiHT Ma N0- I I ❑MoFffAR I92-3 y90 7391~~.v 1 t I&R' a I yo ~ CEM LBS. i I FLEX BEAMS I ' I I I I I FASH LBS.I I D . p PRISMS I I 1 I I I I C AG°LBSI I ~ GROUTEO DESIGN STRENCsTH 3C)SO pS100? y DI1YS I CAGG LBS] I ~ UNGROUTED SLUMP SPECIFiCAT10NS I ~ TOTAL CU. YOS. PLACED YDS3 CAGG LBSI I OTHER AIR CO(YTENT SPECJFIGATIONS I LOAD SRE ~v YDS3 ~SAN0 LBS. I I ' H20 LBS. I I - - • - r.-'_v.;r~' R y -'+I' ' ~w WMII~ 1 Vl7GJ ' s'y{ NT-AREA' 'tst ~J~7R. ~ti. ,.ti:~. F] FOOPNG.S GFUOS a2te 'ALLS ~~~i:~S fJ ~0~ ( RNA ~ AIR EM I OZfCWT I : ~~S~ t~C,l~'~% , I~l~R~'t~ Q SOt.4'TN ~SlZWS ~L] GRADE BEAMS WATEA ADOED I ~ ~ SLAB/DEC?C REMARKS I BT I lBS.I AT I L6S, I ❑ 3U1B D PILNGS ~ OTHER ~ REfERENCE FIELD REPORT ko. AV'I;TEiIS INSPECTm AHE' . CONFORMING IN.SPECTOR REViEWEO BY E] NON-CONFORMINf3 f s'~.~Y-,.bi~ 'N' ~1"`'R:.~•i~'r. M 'K~. ~ :Pj!: t , . . • . ~ Y +l~ f yr-t~':G • + w4t•~. ~ ~ ~ ~i!. , ~ ~`j :•i~~3~; ~RA-T.ORDATA=... M,~ -g-:.. ~R~::~s..•_z:~.: - - ~ . . f'S~ i. ~.i,s- aL-.. ~ iSitFfi4~~LlF_L'Y~{) - • : r, ~'L<< i.~~l~; iiJ; e+T~.•! . ' ' • "r ~ . , . = .~r~:.:-•' . OATE SPECIMANS CAST • I.DATE SPEGMANS SUBMITTEO . ' ' U1810 TEST FlELD AGE SIZE AAEA WE1GM MAX LOAD STAENGTH SET LA8 TEST No. DATE CiJHE (DAYS) (IN) (Sa INl) (LBS) (LBS) (PSn No. TECtI METHOD ~ '9~~ 1 I I o ~ o (~C~ 111r7 ~ ~ ❑AasNro rn ~ I ~ ~ ~ ' ~ ~ ❑ oniER (soe0r) I I. I I I, I I I I I 9-r-OMPRESSIVE I ~ I I I I I I I I p aEXURAL ~ ~ ~ ~ ~ ~ ~ ~ ❑ corrFOaMwa I I I • I I I I I I I p NON.CONFORMING l~ I 1 I I I I I~ I . . Reviewed by Date 2J67 AGRI► Eerm a Envkon„entel. Inc. (Fiev. 11/94) ON AG RA . Earth & Environmental MATERIAL TEST REPORT . ''•-JFCT NAME A PRQIECT No. TEST REFpRT o. ~o~ `/3 it - - ~ Locnnor, OATE / I '~'P -9S PAGE u3 OF ~ PERMIT NUMBER WEATHER CUENT OR OW ENGiNEER 4J4~'O S t.~' GENERAL CONTRACT~ qRC}{~~ ' ~,FIELD DATA ~ REPORTED 6ATCH DATA ~ - ~ , . . : • . ~ . • ~ . . . SUPPLIER MIX Na PLJ1AfT No. ;z O ❑ JQ8 MIX CfiMENT TYFE rr ~ ~a i ~ DESIGN, ~ ACTUAL CONCAETE . I TEMP. (Deg. n I YIEIDNN(T GROUT T1ME ~ TRUCK Na ~ TK3CE7No. ~ % AtR ~ SLUMP I COkC I AIR I WEIGHT MIX No. I ~ p MoRTAR e"3 O ~ 5 ZZ-'.,o S I -7 11 3-7 I ' cz"' w& pFLEX eEAMS I I I I FASH LBS. ~ ~ PRISMS C AG(i IBSI ~ GROIJTED DESIGN STAENGTH 00 . Q pgI 0 DAYS C AGG LBS'I ~ UNGROUTED SLUMP SPECIFICATIONS TOTAL CU. YDS. PLACED ~ YDS3 C Ar'r' LBS.I I I ~ + ~ Ol'HER AIR CONTEM SPECIFICATIONS ~ IOAD SIZE ~ Q YOS3 . SANO LBS. H20 LBS. I 1 ~ •.~t4"::;.~~"`,~:.Sj'^hS',•]:~ '~:9n.. ~,,c r x!-~.':;;`'" _ . _ . ' ' • . . . . . l ENT-AREA~~- . . . aa4cixruaEs C .r.r~~ .n _ a,~'~.:~ ,~':l{~ „~~j~ . . . • • . .I. ~y[•-f-' :ti. ,_.7.•. ,~i1'a~A~ll•tiJ~_4. . ' / ! -•rI FOOTINGS GRIOS I. , ~ Q ~ ~p~ v~ ~ ~ ~~✓I,, ' ✓ AlR ENT OLCWT WALLS Z O I I- L~l Q~Z~,r I f~ ° COLUMNS ~ GRAOE BEAMS WATEA ADDED I ~ E] SUl8/OECK REMARKS I~A G , BT I LBSi.0 I LBS. o SLAB F-I PIUPI((iS , . OTHEA REFERENCE Fl0.0 REPORT No. ~~S INSPECTED AAE ` 532ONFORMINO ~ INSPECTOA REVIEyVED.BY~ NON-CONFOAMING • , rY±~y'S;L+~R.~v~; t ~d.r-'}`~ i` a~:~:r: t?' V. ~ _ - • ~ n• .a._ti .r ~S'., . . ~ ' i. ~ , • s' , . . . , ~ ~~?K~;. ; ,`-~xs'1',~~' ~i+• r~ . ` - . , ~v.. - ~ s. " ~ t~~ aBORATORY;DATA l_ ii~- _ _ r. ..?r _ . . •y.- :~ra' - - - • '1 ' DATE SPECIMANS CAST ~IDATE SPECIMANS SUBMfTTED ~ UB ID TEST F10.0 AGE SIZE AREA WEIGM MAX 10/1D STRENGTH SET LAB TEST No. DATE CURE (DAYS) (IN) (SOIN) (LSM (LBS) (PSq No. T'ECH METHOO ( ~ ~ ~ ~ ~ I / • Z _ I ~ ~ I ~ `'~A.ST1~A C 39 1 ~ I~~ I ~ I I ( MSHTO T22 ~ ~ ❑ I~ 1 I I I I I I ❑ oTxER (sPOCry) I ~ I I I I I I I I~;F~COMPRESSNE I ~ I . I I I I i I I pFlZXUR& l 1 ~ i I I I I l I 11 COMFORMING E] NON-CONFORMINQ ~ ~ . Rm~ bY Date ~ ~~~-.2 I1GRA Earth 6 Environmental, Im (Rev. 11/94) SPECIF.IC GRAVITY OF BITUMINOUS MIXTURES . OSHD 'TM -306-A (F) WORKSHEET . ' ~ Project: ~ vE~µ,A`~ ~.U 5• . Project ~ ;ample Depth: Lab 3 a~ Location/Source: ;/0 ~,ut~r~, T 5',, d F S. Date Tested: Material Descrition: Tested B P As pFrA~T y.h ~ x Y:aj. JAR (PYCNOMETER) CALIBRATION . , . Wt. of Jar, Giass A.247`?. G g o2979, (,o g 02 A9 g Wt. of Water, Jar, Glass B 7 37so, 6 g 73$ 6 g 738 3. 4 g Temperature of Water C -73 °F 70 .c~ °F ? 0, b °F (Gw) Temperature Conversion Factor D 199 `7,53~ ?q t . , (Vp) Volume of Jar (B - A) = D El yq 1 1,$ cc E, ~cc E, yy/3. 6 cc Jar cal,'bca~;oo m ~ (AVG. VP) ~ E1+ E: + E3) - 3 Fq51! 3. ~ cc SPECIFIC GRAVITY & MAXIMUM DENSITY Lct No. Subtot or Test NaA.at No. lSublot a Test Na R.ot No. kSublot a Tat No. Wt. of Jar, Glass I 2q77. (o g g g Wt. of Sample, Jar, Glass 2 3,3~(~ g g C(Ws) Wt. of Sample 2-1 3 9 $ 6. 5 g g g Wt. of Water, Sample, Jar, Glass 4 -79 ?O .a,. g g g (Ww) Wt. of Water 4-2 5 y¢O c,/, / g 8 8 Ternperature of Water 6 74, 5 °F °F °F (Gw) Temperature Conversion Factor 7 ,4q'7 541 Volume of Water 5 = 7 8 46lq 6 CC cc °C . . Volume of Sample . F - 8 9 . 3qg, (o °C . cc °c (C'rz) Specific Gravity 3= 9 10 a,. q7 . (MD'1) Max Density Test Result 10 x 62.4 11 PCF PCF PCF Difference Beiween* 11 & Last NiANID pCF PCF PCF MOVIr1G AVERAGE NLAxwum DErrsrrY (MA,MD) , Na of MDr: Na - Mn.IvO No. MA+MD Ho. tvtAtvD A„=gcd MAMD (Using NIDT From 11) PCR PCs PCF' Remarks: RlCEFORki.PUB 5I12A4 ' , A G R A Checked by: F/~L Earth & Envlronmenial i E 520 North Foothills Orive. Suite 600 . : • Spvkane, Washingfon, U.SA 99207 . , , s:. • . . Y SPEClFIC.GRAVITY OF 6tTUMINOUS M(XTURES . ; : OSHO'=TM 306-A (F) WORKSHEET . , Project: fL~`,~ v~n • . ' Project t a- ~3t I o~ /QOv. rto.J ~ ample Depth: L a b sA4..r,oAu ,e, uc~. iZ v c2~ sa L~uav RIc~ RZ7 3~ - Location/Source: ~ . Date Tested: i~-l,5 _ 9 5 SO~ ~ • Tested By: 60. Y4,6L),,, Material Description: ,qzp,yAC-r e L,9Ss JA.R (PYCHOMETER) CAtCBRATION Wt. af Jar, GlasS A oZ qJCL.q g (J- g g Wt. of Water, Jar, Glass , B `7 37 4LL g_7 3?3 , S~ g 7~ g' 3, a g Temperacure of Water C ; zi °F 7() °F 7 a °F (Gw) Temperature Conversion Factor D G9 7 S32 . .9, 5 77, ~ _3S`x E3 ~ 3~, cc (Vp) Volume of Jar (B - A) D , El 1/,.J °C Es iZ/V m. w«tshea (AVG. VP) ( E, + E, + E3) = 3 F cc No. N~anbcr SPECIFIC GRAVTI'1' & MAXIMUM DENSITY 'La No. tSubta or Tcst No.koc No. RSubla crTca No. La No. kSu'bla or Tcu No. wc. of rar, GiasS Ir~ g-7 gg g Wt. of Sample, Jar, Glass , 2 y0 t`~ g ' g g ~Vs) Wt. of Sample 2-1 3 1b3~. 5 g g g ~ Wt. of Water, Sample, Jar, Glass 4~v01 • ZS g g g (Ww) Wt. of Water 4-2 5 3q~ - I g gg Temperature of Watec 6 -7a ..~j °F °F °F (Gw) Temperature Conversion Factor 7 .-J9 -7 Z04 Volume of Water 5= 7 g ~°C °c °c Volume of Sample F 8 . 9 41 -1 •6- °C °c - cc (Gz) Specific Gravity 3- 9 10 aA0 (MD1') Max Density Test Result 10 X 62.4 11 ~,54/ g PCF PCF PCF Difference Between- 11 & Last MAMD PCF pCF. PCF Mmm%ium . MovING AvExAGE DENSrrY (MAMD) . No. of MDT: " No• ' MMM No. MAMD No. MAm A,,=gcd MAMD (Using MDT From 11) PCF PCF) Pcf , , . Remarks: - ~ RscEFORM.pvs 5i12/94 , A G R A' Checked by: . Earth & Envlronmental E520 North Footlu7ls'Orrve, Suite 600 Spokane, Washington, U.SA 99207 . AGRA Earth & Environmentai, tnc. E. 520 North Foothills Drive, Suite 600 ~ Spokane, Washington 99207 ~ (509)482-0104 Fax (509)482-0202 CLIENT OATE E-~► oJ c : - ' , P ROJ ECT P ROJ ECT # l^^': LAB. NO._,3jj METHOO USEO ASPHALT EXTRACTION TEST ' sAnnPLE LocATiowtoENTIFICaTiorv A. WT. OF (NlX + BOWL J. WT. OF H20 SAMPLE + PAN 6. WT. OF BOWL K WT. OF PAN C. WT. OF MIX /~3 G•`~ (q_g) L. WET WT. OF H20 SAMPLE «94! 8' (j_K) D. WT. OF DIATOMACEOUS EARTH j 57-•'? . . M. DRY WT. OF H20 SAMPLE +PAN aa-I 3. S E. W1'. OF FILTER+AGG AOS• O N. ORY WT. OF H20 SAMPLE 16clz) (M-K) F. WT. OF FILTER (p, a P. % DRY MATERIAL IN SAMPLE .9Q9 (RECORO TO NEAREST t/10096 (N *L) X(100) 161-0 G. WT. OF AGG. ON FILTER (E-F~ H. WT. OF AGG. AFTER ECT. ~p7 I~ 1. TOTAL WT. OF AGG. 1`13 7. 6(H+G)-D ' . . 96 ASPF{ALT BYTOTAL WT. OF MUC ' .D (lC x ~1 ~ .~~J1 ' . . (Reoocd o(marest 111o096) x (1001 ((CxP3 1 S1EVE ANALYSIS OF AGGREGATE CUMULATtVE CUMUTATIVE WEtGHT WEiGHT PASSING PERCENT - SIEVE SIZE RETAINEO PASSING SPEC . REMARKS " I-1 3 7. 6.. l oo ~o v ~ J~ 7 d. l 9c ,eq 4o-10a ~►~6 o ~r,~. '7 o 1 yo ~!D l y8 3.z2 ~ ~~i! ~ • ' /~l, G ~o-a3 I3o,9i ~DRY WEIGHT OF SAMPLE ' TECHNICIAN 1~J. ty0c.~'~, ~'1rtY WEIGHT AFrER WASH SAMPLED BY ',9v REVIEWED 8Y • REMARKS: ' . AGRA Earth & Environmental, Inc. E. 520 Nocth Foothit(s Drive, Suite 600 ~ Spokane, Washington 99207 (509)482-0104 Fax (509)482-0202 CLIENT DATE PROJECT 2.uorLwAur, PROJECT # /Z-~3r 1 IAB. NO. METHOD USED " ASPHALT EXTRACTION TEST SAMPLE LOCATIONIIOENTIFICATION e4Ass R*FMA9.9-- 5 , A. WT. OF MIX + 60WL J. WT. OF H20 SAMPLE + PAN B. WT. OF 6OWL 20 b. 3 K WT. OF PAN C. WT. OF MIX ?T• 7 (A-6) L. WET WT• OF H20 SAMPLE 1106 -g (J_K) 0. WT. OF DIATOMACEOUS EARTH `I , M. ORY WT. OF H20 SAMPLE +PAN Zg5,I E. WT. OF FILTER+AGG aa. a. 3 N. ORY WT. OF H20 SAMPLE I 10b, ;L(M-K) F. WT. OF FILT'ER '7 . q P. % ORY MATERIAL IN SAMPLE Q49 (RECORO TO NEAREST 11100% (N +L) X(100) G. WT. OF AGG. ON-FILTER' 0214.z{ (E-F) H. WT. OF AGG. AFTER EXT. 133q. R. I. TOTAL WT. OF AGG. /`f a0. R' (N+G)-D - - 96 ASPHAI.T 8Y TOTAI WT. OF MlX cS• I (IC xEl I~t1J (Recocd o(nearesi 1110096) x 11001 . ((CxP) ) SIEVE ANALYSIS OF AGGRFGATE , CUMUL-AT1VE CUMULATIVE WEIGHT WEIGHT PASSING PERCENT SlEVE SIZE RETAINED PASSING SPEC REMARKS t44ao,g t.oo L c, o . 'f2. (a~• I354.co 4.57 40-~00 'lq 55- *75 - lD 40~-. S 5~~. 3 3cD. 3 3~ - Yo . L4 D a.o- 7,o &UT oF sptc- . - . ~ ORY WEIGHT OF SAMPLE TECNNICIAN (sO«.uF 446L:oCh- . JRY WElGHT AFTER WASH SAMPLED 6Y Jooq MP~QT„a REVIEWED 6Y Z~b x4.►...,olJ . REMARKS: J~7 ; Scct~ v~ ~ , . . . . . . -,t. ;i. - AGRA Earth & Environmental, Inc. E. 520 Nor-th Foothills Drive, Suite 600 Spokane, Washington 99207 (509)482-0104 Fax (509)482-0202 CLlENT~r-*~ DATE 11-13 - 95 PROJECT AbAie ~1 PROJECT # .42-1311 IAB. NO. 3a7 METHOD USED 7= /6 ~ l Ci3&, ASPHALT EXTRACTION TEST • SAMPLE LOCATION/IDENTIFtCATION 1A 441x , A. WT. OF MIX + 60WL J. WT. OF H20 SAMPLE + PAN 6. WT. OF 60WL K. WT. OF PAN 1019.5 C. WT. OF MUC /6 aa. 3(A-B) L. WET WT. OF H20 SAMPL.E (o(og. a(j_K) O. WT. OF OLATOMACEOUS EARTH 12 1-4 .3 M. ORY WT. OF H20 SAMPLE +PAN y6 . g E. WT. OF FILTER+AGG rq14.1 N. DRY WT. OF H20 SAMPLE A7. 3(M-K) F. WT. OF FILTER S. ~ P. % ORY MATERIAI. I'N SAMPLE ,917473 G. WT. OF AGG. ON -FiLTER .(E-F) • ` (REGORO TO NEAREST t/10096 (N *L) X(100) H. WT. OF AGG. AFTER EXT. 7 I. TOTAI. WT. OF AGG. j S4 0, ~(H+G)-D • .96 ASPHALT BY TOTAI WT. OF M1X S•a (IC x fl 14q) ' ` . (Reoado(nearest 1/10096) , • x (1001 ' ((Cx% 1 SIEVE ANALYSiS OF AGGREGATE ' CUMULATiVE CUMUTATiVE WEIGHT WEIGHT PASSING PERCENT SIEVE SIZE RETAlNED PASSlNG SPEC REMARKS -31y /o o - ?o -/oc) , 3/1 6 L3 3~, ~ ~16. 6 75-70 . Llq b 55_7S q S01 I ~~a r-~, 7 IT, 3 a '-10, -7 _L~7.C aW Iycz 3.G I Ig,G 7.~r 3.0-7,0 spc~. . ~ ORY WEIGHT OF SAMPLE TECHNICIAN ~kY WEIGHT AFTER WASH 49W,9 SAMPLED 6Y :J-A'i N1wK.TC ~ REVIEWEO 8Y REMARKS: ' . . I ~ AG RA Earth & Environmental MATERIAL TEST REPORT No. TEST REPT~ ~JECT NAME PRM ~ .r ~ ~ L OCATiON OA TE I - /6 . PAGE OF 7 PERMIT NUMBER WEAT~1~ A /j , G . f i~M ~ CUEPR OR OWNER 3 L n a t LOk,,,. ENGINEER . . (3ENERAL CONT'RIICTOii ARGitTECT ~ • ~ : .`l~-. - '.=~:Y ' ~ ~ FIEL'D:DATA REPORTED BATCH DATA . , _ • ~ . - . - . - SUPPUEA MIX Na 7706 PtAM No. ~O ❑,)p8 MIX CEMEM TYPE t n 2/cONCRETE ~ TEMP. (Oey. F) I YIELDNNIT EIOESiGN IE] kCTUAI C] GROUT TiME I TRLiCK Na I TtCKET No. I 7G AIR ~ S1UMP ' CONC I AIA l 4VEH',a}(T MIX No. I I p MomAn J-: 30 Ik S' 3~3/I 3% I~ k-LO~q6- I . CEM LBS. I i ~FLEX BEAMS I ! I I F^SH LBS. I 1 p PRISMS I I I I I I , C aW `BSI I ~ GROIJTED OESIGN STAENGTH Qo U pg1 ~ 93- OAYS C AGG 18S.1 I ~ UkGROIlTED SLUMP SPECIFICATIONS L.~ A~ I TOTAL CU. YDS. PIACED ypg3 C AGG IBSi ~ ~ 011iER • AIR CONT'ENT SPECIFICATIONS (1- G4 I LOAO SIZE ~fe~ YOS3 SAND LBS. I ` , H Z O t9S. I ~ - • , -iai•'; ~ ~ ~ '.PLACEMENT=AREA' . ,►o,~+Ixn,AEs , ` . :viM.i.::=s. r~ ' • . ; ~:a.+?..•:~: { . . ~ o GRIDS wA o a,~] us a a EHr ~ oucwr ~ coLuMres WA ~ QRAOE BEAMS , 'fFR ADOED ~ S EC?C REMARKSI BT ~ IBS.1 AT I LBS. SlAB . , ~ PILtNG.S -;f~'` }o ~ a•• •,za: .,..ce•:~i¢ ~ ~ ~;~E i'~ ' ' L'~, r^.. ~A,..,t~ - "i• C] OTHER ~ REFERENCE FIELD REPOAT No. ~ ~ L~FORMiNG INSPECTOR ftE~/IEWED BY C3-' ~ NON-0ONFORMII~t3 ~x a~.r < • . • , e.. , << T. . ' -w s ~ a:.:,~ } ~ ~ ~ . . _ _ . ~..,.5''~:,~. ~•'•7~j~~" r:•~'' - OATE SPEGM/WS CAS'T ~ OATE SFEpMMIS Sl16MI77'ED LAB IO TEST FlE1D AGE StZE AAEA 1NEI(iHT MAX IOAD STRENGTH SET LAB TEST No. OATE CURE (DAYS) (IN) (SO IM (lBS) (LBS) (PSq Na TECH ME):10D [asrMc ss _ I ca~ I J ~ I I I~ ~AASKro,22 ~l~ I I I I I I I I p oTM ER (SPedfY) I I I I I i I I I { I I I I I 1 I I ~MPRESSIVE El FLaURAL I 1 I 1 4 I I i I pCONFORMING I I I I I 1 I I I 1 ❑NON-CONFORMING , I f I I I f I I I I ~ ~IAPXS Reviewed by ~ Date ~ 1 IA7 AGM Eartt, a Em{ranrnentel. lm (aev, 11r9+) WAG RA Earth & Environmental MATERIAL TEST REPORT VECT NA ' PROJECT No. ~ TEST REPORT No. - Locanorv Z6X~ ~ a,~J DATE PAGE t i - ~7-Q5 3 oF3 • PERMIT NUMBER W,ga ER ~ec.o uz.~ y CUEtYT OA OWNER ~ ENGINEER ~ 47/~~ . OENERAL CONT'RACTOR ARCHITECT . : `nr` _ . . • : . Wk: . :":FIELD DATA REPORTED BATCH DATA SUPPUER A~syj~`C ~ IdIX No. PLANT No. ~ mJ08 MIX CEMENIT TYPE lo ~CONCRETE ~ TEMP. (Oeg. F~ ~ YIELDNNTT ~ OESIGN J~ ACTUAL (D GROUT TtME I TRUdC Na I TiCKET ka I X AIR ~ SLUM? i CONC I AIR yYE1GHT MIX No. I I I ~ ~ MORTAR L: B d 1513 O I LIoZ3343 I SvO ' T• ~ I 7O '0 I toZ CEM LBS. pFLEX BEAMS ~ I I I I I F~H LBS.~ I F-IPftISMS I I ~ I I + I C AGG LBS.1 I . R GAOUTED DESIGN STAENGTH- 3aCX:) pgI@ a g DAYS C AGG LBS.I I E] UNGROUTED SIUMP SPECIFtCAT10NS TOTAL CU. YOS. PU1CED 30 YOS3 C AGG LBS.I ~ ~ OTHER AIR COPlTENT SPEClFICATIONS -6- 4?0 • ~ LOAO SIZE ~ O YQS3 SANO LBS. I ~ • H20 LeS. I , • _ :t • ~ 'P ~CACEMENT AREA - _ S~':i' . - - ..•~s • w'~.. - • _ . ' 'rr: . . . . ~ : . . . . ~ ~ , . AOMIXTURES ~ FaprnNGg GAIDS ~ • ( I f . ~ waus A4AJb,(eA~ AIR ENT OZ/CWT 1~47' UDiRuA 400 .2~olu i coLutiws .1t~DrA&3A As.-ftAKt" Qt}9X_ C_A_UE' ~~tJTE?2,.St7?7d.uS' . GRADE BEAMS WATER AOOED I ~ , SUIB/DECK REaAARKS 8T I IBS.I AT I LBS. ❑ SLAB • . F-I PIUNGS r•.:.- . •.:.,,ti,:. ~ OTHER fiEFERENCE FIELD REPORT No. iNSP£CTm ARE: .5.~ ~ • - ~ [KCONFOAMING INSPEC7pR ~~p BY ~~1J NON-CONFOflMING ANELMN-14saffaff m Q"~;~~'~~.` ~~;;:i• Jy~. 'sai• : . - •y~~ _ ~ ~;y.r, yC~ d'i;'~'r"~'5:~; . _ ~ . . _ ' • . . . . .;;~~3 DATE $PECiMANS CAST . I OATE SPECIM/WS SUBMRTED LAB 10 TES7 FlE1D AGE SIZE ARF1 ' 4VEICiF(T MAX LOAD ST'RENaTN SET LAB TEST No. OATE CURE (DAYS) (OJ) (SO [N) (LBS) (LBS) (PSq No. TECH METHOD iL 7 1 Icy. ( 2~ca~~~ 1CasrM c as p a+sriro rn l,ti' ~ 02 ~ ~ ~ ~ ~ ~ ❑ oTMER csoo«nn coMPaESSrvE I I I I I I I I I i p FLEXURAL I I I I I I I I I I pCONFORMING NON-CONFORMING _R~E_MAAKS I ' C ~ - ^ Re~iewed ~ • 1~ evi by _ Date _/1 7 AGlin Earth 6 EnNramentaf, tnc. (ftiev. 11/94) • A G R A o. arth & Environmentai DAtLY FIELD REPORT s. - PROJEGT NAME ' PROJECT No. FIELD REPORT I Li A l 1L ~ ~ ~ ~ ~ r3 ~ ~ ? S I~Ct V A• ~ DATE S f~ PAGE 1~ V ~ .j /I - I pF o~ SUMMARY OF FiEI.D COMPACTION TEST RESULTS _ VARIATION Fl0.D FqpM OISTMICE -CR" FIELD F1ELD OPTiMUM 'PASS TEST EIEV. BELOW MATL ' OENSRY MOIST. CAMP. MOIST. OR TEST No. METHOO LOCATION (FEEn GRAOE TYPE ~I 1 Q r►c~ 50~((J . o t' SA (w.c~ vt MCF) ('1G) FAIL ` c12 .4 1 Sa1.Mtn A vt.+ 14 wt; 100'0• of s.•l -.%o n e`+1Rv- Lyz. I qZ,3 ~ 3 '56\ w•e.A. lqv.c; Qcav "F. o-+ 5..,...e., R%u~ o-C t `5 c~ 1 w~c hihue..lk.~r v- ~ ~ la.1c ~ s~$• o~~ I~ 5 1 ! ~Sc~ 1 w.~.. ~ve v i a he ~ 17 S~L~ • o{S.~ 1•.•~.. A ve ' N Jt ~ 3 ~ S. o • , I'l3. ~ ' s r*a Yt~ ~ l a v~ 11'10 n ~ w. 0 ~ C.1.,,~ 6w tGe (Zi•~C+•1 a M.e; 3a A1• ~•ah a•~a Au'. ~ . lqz. 9, SVU~ Kc YE~ Vt~.1AV~e~ Z O/V . o~T4.a'Ic.+4 A^e• £ ` p n ~ • •a a i~+~r~ svue, 30s• v~- ~43. 6 ~ZL,~ - 1~ ~ v ~ ~ lll Z.7 ~_Z,- . ~ PERCENT COMPACTION BASED ON: SPECiFiCATION: ❑ STANDARD PROCTOR A5TM D 698 ❑ 9096 D 698 ❑ 95% O 698 ❑ MODIFIED PROCTOR ASTM D 1557 ❑ 90% 01557 ❑ 909G 01557 OTHER 1 ' ' bftt<lt~ OTHEA 1R 02 ~P ~ ~ ' MATEFiIAL REFERENCE MATEAUIL MAXtMUM ORY OP'TIMUM TEST NUMBER TYPE SAMPLE No. OESCRIPTION DENSlTY (PCF) MOIST. DT DE(VSfTY1'EST AIC- -3'3L- WWJ"~4A.1..,5t RTa RETEST TEST MEfH00 _ ~ QNUCLFAA (ASTM D 2922) • ~ SC = SMIp CONE (ASTM D 1556) - OC = OFIfVE CYUNUER (ASTM D 2937) ~ . AGRA E&E Feld Rep. (Initials) Tm AGRA E&E Project Manager (Initials) Contractors Rep. (Initials) Continued ❑ AGRA Farth & Ertv4omxintal. Inc. (Rev. 7/94) 71NLAND PACIFIC DAILY FIELD REPORT ENGINEERING Date Inspector's Oaily Report No.: O I Arrival Time IPE Project No.: - ~ 3v G c=~S42c/ "7 ea er ~ rage ivo. o~r ~ ` Client Lo I Representative/ phone n mber . Iv J AC4-1$ s~ 1,` 1 6P<o General Contractor , . i e epresen at f`ivef-phone n m er Subcontractor IPE ProjQct Manage r/ phone number IPE Fjeld Representative Manpower & Equipment Used Comments: ^•►oricCompieted Apparently Specificatlons Problems thelrSoluUons) , (2 jp_zt,Lee- v-f-- l&i n~ L.Aa6fJ.5,- tA Pt~ ME-f7S FF-> e- 'AS - Ij 1 GT 00,k- Lt±Ei Be--i i rr0 M ~2~F~- ~ EP+-S c~~~fl rr'~~~ ~ ✓Yl f~-T~~.v 10 C)~~'f~ . ~ ~~C~IT W r.iS i~•ti~TlOr.l 1 ~ H'C ~ ~ Ldio- tA IPE FIELD REP ESENTATIVE CONTRACTOR'S REPRESENTATIVE This document and referenced addenda are to be considered preliminary until reveiwed and signed by the IPE construction engineer and/or E project manager. , Oate Date IPE NST#AICTI6N ENGINEER IPE PROJECT IVIANAGER Corresponding Deficiency Report No: ' iNLAND PACIFIC ENGINEERING - TRANSMITTAL 707 W. 7th Avenue, Sutte 200 Spokarte, WA (509)458-6840 Fax: (509)458-6844 ~ R::: ~ . ~ r:•:y+:{{• - tiys<•::; •x~~? • ti • ~ • .v:::: •.:i~r'•:y'r v.ti•: ~ r,~.,v+~.~:}`i ' i::•.: ;4't{r :'•,j{i.}ii.- ~ii}i'j . ' : •'.~'.S'.~~.•.. . k~~~:;'ri::`........:; :i•}:v: >i:.r ~ ' : . ' ~•?:?v'~f~'YJ`!i:{h { • Spokane County Engi neering TO. . . ~ l.ti'Jll: y': ::•.t~.~.1~1:.: • : }.C•ti•:. ~ j~.~ :1':::::. ~JJ.L•. " :•.S•:•: :.1•'tlllJ.: r::::ll::. ~.1': . ti,JJ Yf.•::: ` :Yl: . . fll.•% 4}:ti•::' •:)i{:•':::i:.f~'r;Srr :T:+,{} ..}r}~~~i::.r} v:5'v S}} ' 1•:iL: i:: ~i:ti~:'~ {r:;~ ?F • r.•! :v::i•:t :4$U^ : 5..~..•{:?'::> rC•'r: 1026 W. ~r~. ~ r.: ~ }r{.;~~::...., r.vn•.}r:::.:<... BrO adwa : , :~<r. . . Y :.~::r ._x;~•: r fJ._._•: 1t.Lh" ^ l.....•.. ' ~ ~ :~~_lii~ ~ Q~. • ~t.h y' Spokane Wa. 99260-0170 :.t:~~~:~::~:~:=:i~• ;?~:i ~i:~ri::~:c•::::-:?::;.•;r.~•:.~•.:::::::c•::: :~:ti~y~;:::`~ • :t;:: ::;•r • r :~5~~~ :•r;:; _r•'•; <r r "':i::;::;::~::: ~ ,l.: r ;rs,:;:•::; :;:ti;~c;.;{,,:: •r :;iT:.,?vs. •h• ni k 9,#;;y::.: x•: r!{~rS.:.. ~ v:_ . ..?r.v :.ti :•.vY•}i: ih . iii: rv}4•~}. • - • ' ~ n~:~^iiiii::-0}'r:$:+ 'i$:•:•ii:: {i : fr i ti{. ~'{ii:;::.. ~.wy ~SY>}.}y...}; ' ~ }::4ii: ~ `?:ti; ~:::i:?:i? :i~?:::.,tr . y ;~ti.... ~ , ; :•,'Yj}• ~ :•:ti::.?:: i{i:•~ •i~:'~'{}y}}{?::}},~7,:~r ~$::~SYI::::;:{ .i{iY:::: T : i::{; f: : ~ r.~;::;: r:•:•}{':{•:•:?::i;;}•.~i:~Y{•::ii':;{.~'v{;;t::}•i:}•i:•{~., :.{{:vx.;{:::.i;::;::•}~++t l •{::;••;ti;'vti>i ~yi~,.; ti i ' ~r}f~. i w: : •i ;i:v'• m : i.:,+;~~i\. : ;{'vti i.; vi:~: $::r:$4~ 4: Yr.,ryy_ •i::: ~ . ;:_;::;>:::f.>:;;~>-~:::: :::::::::::::>:::•:~v:.:_>::.:::. ;;•.`;•~..-~',~~.,.,~',.`.~~::.::;~::~:.,;,sti•~~.; ...:;~..j';~.A..:.>:~:::::-~:a,~~~::::;::=;''~:::i~k~':?'~=:•'.•:;-0Sr . ti, ti... ~ y fr:• ~ L~ { ATTENTION: Ed ParN, P.E. ;T;1ti~~~~:.rr::~i~e~~~:>:~rtdn~ . I }tiy: {y,Y~;v,.; f~.....r x .rr r,{{Yi::{:.}'•y:}~i'v }r:: r.f• r:i} ~ ~}4:'.+}h•.•n}:': v v.::.~:{?w: . . . r.• v • :v. ~ ,lr._ :C.'r'~i : y. . {v } . : r:::.yr]::{vr; r.:: }:1.~ . : ; } r . i.v;.•¢•:. fi: ~ti•:i;:~•r4?i:?'}:: }:ti:: {:?i :-:y{.`-}:;'~:;:tivii~.'•i'{iy:{:,? ;.•,:;r ti ,f~,'{{.: r: ti?}~: ; ..-~~~~~~~}'~..c,,r,."..::::~:'=:~~:.:.~>.:;:.::• ::::.:::::.:::>..::.:::}~•~~:;:::>:::><•:<•.• ~:iv .:}v:{.y.~::. . rt ~ •v . • ;t:v4 •:rv..~.;•:{:: ^}tir>.:ry~: ti .w'~ ~}i$ti4: i::} . yr:.: •::_::;:.1.k " .~.ti;t.; r.j;x: . r:.::• :.y~ {:v :•i:$:...v:}}~ ::~v r'L:'.•:~v :':$i••.r i .!~i:i:iY?';:•r'~'~::}:rx:.}•{}:::::;:•::~'~'r ~ }:{ir,ii ~~.•:i~.' ~ v k .::;.;'v~v::ti•:: ~i:`::::•t{t:: i:: { ~ti f:y};: :ti ~ '7}}}:•::: •}''"r}:. t ::ti•i:v . . ~tiYv: }i i:' ~ i r{:~r:}{titi :?v}'•; : v.. :_.:.;.i r: v"' . 5..:•}: •.1~1' L'.•.ti:~ J.~ . hVtlJ.•:: ~Y.~ ~ {Jf ~{ti•J::.~~ ~ (':•N :.Yf.~::~:.~ ~ l{{: ' . : ~A•~': •'.ti• {f~ ~fl1ti::' •:::.•i. ~ l{i: .......~~~r • :~.r~}~~ .Yyi::.i.~ ti j . f .SM1} tY:..'f:.... • J'..•..': V.{f • •.l'.ti .:1L.~.ti}ii(:::.tiA~~ J:::'.'.:..tiV.~ : ~2#::::~;~;.. .:r::ar:•.::-::•::~>::..~fS:•:•::•}•: . . ?1{+x'{ . ~'~'+ti-s;'-=:;••.:.. ::t;r ::•r:;c ,•::r:'::r:~;•:: _•.;~1;::::i;.';~:;:c.Sr::;::;;::;.;i:;. ti:::•:: . i' f.•... :•..i r\ ~ ~ 1 ,~.t;:r{.}:}•;.;:y.. w:irr:=r~:;:;•;;i.i;{.}:i:' i'{•L;:::"','~••ti:::>'ti} ':~:~y: PROJECT PE 1414 8 ~::~:::<~:::::::::ri::::~~~N '~:r+rf::~::5:`.=:.^•.~~fi.•:::::~ _:~~vry'•'•:r:~: ~•~~::ti;r: :::~r :o-:~:<`;; ::;;•.,+{~y.;::.:•:•:::•:: r ~ •.,•.,_::.ti•. :•:ti~::•: i: i::?S}{:•+~ : '~~;~:•.v: {•:::~::•i:i i:: :.}•.v4:k;iS i:~.:::: iC: . .:::3}.~'.}}:. ti ; vti:}?•:ti:•i:.:i:..; .;~ti1 • ~''~ii •n';Si::~:~?: ~ ~:'{'.'~~'{l.~::r.~ .~f... v::.:::::. r . {~rY~i}::$:{i.;t': ~ti:$i tiv :v: i~::?{,i:}~~ f.; :{v:{{;r~.} vr{~'•::;';:i~ ~i::~:} : A . ......:titi{: :?::::{•ir}:i:i~:?.{+kk:::i7:::~:;}.r:; :;i:. :1 ?;_}:ii:~ :•}:•.v:1l.:~':'{:ii?:~~h%#}~i~ii::-i:i^i} .4 Description: - 0 Prints Copy of Letter 0 Copies of app. plans C1 Original Drawing 0 Contract Documents D 0 Work Authorization ❑ Drainage Report ■ Inspection Reports No. Copies Description ~ ,55 pages of daily inspection reports, including soil classification and proctor info. ~ Purpose ~ ■ Information D Review & Comments ■ Per Your Request ~ * Written Approval 13 Signature & Return 0 Remarks ~ Ed- . As per Bill Hemmings request, I.have included copies of all the daily inspection . report to date that I have. Updated inspection reports are sent out in the mail on . Mondays by AGRA Earth and Environmental. If you would like copies of the most' current reports, I will be happy to make copies of them when we get them in our office. If you need any further information, or have any questions, please let me know. . Signed: Bruce A. Howard, E.I.T. ~ cc: file A G R A Earth & Enviranmenta! E 520 NoM Foochilis Drive, Suite 600 Spokane, Washington. U.S.A. 99207 - LE1TE R O F TRAN S M ITTAL Te! (509) 482-0104 Fax (509) 482-0202 DATE JOB NO. //JSI~ TO - ` ATTEN710N ~ L csC ) ( RE: WE ARE SENDING YOU FrAttached O Under separate cover via the foliowing items: -RPport 0 Prints O Plans O 3 1/2" Disk 0 5 1/4u Disk O Letter 0 Shop drawings O Specifications O COPIES I DATE I k0. I DESCAIPTION r ~ ' - THESE ARE TRANSMITTED as checked below: . O For approval ❑ Approved as submitted 0 Resubmit copies for approval -FI-For your use O Approved as noted O Submit copies for distribution O As requested ❑ Returned for corrections O Return corrected prints O For review and comment O 0 FOR BIDS DUE 19 O PRINTS RETIJRNED AF'ftR LOAN TO iJS REMARKS ~ ~~i~. ~~y . OWN ~ ~~'..s ~+'!'~t~~~'~~•' f ~ RF-CEIVED l.P.E.C. . . COPY TO SIGNED AGRA Eerth 8 Environmental, Inc_ (Rev, 7/94) , O , AG RA Earth & Environmental DAILY FIELD REPORT : ~IOJECT NAME PROJECT No. F IElO FiEPORT No. &W.W44-0-' c2~J° IOCATtON OATE PAGE L 65, L Of / ARRIVAL TIME DAY OF WEEK SSf~T AITF CUENT OR OWNER QUENT OA OWNER'S REPRESFNTATIVE / PHONE No. 04k , ~„-".'~cE GENERAL CONTRACTOR ~ CpNTRACTOR'6 REPRESENTATiVE / PHONE No. SUBCONTRACTOR SUBCONTfiACTOR'S REPRESENTATIVE / PFiONE No. AGRA EaE FX:06-7yz- RESENTATIVE AGHA E8E PROJECT MANAGER . 8_ 4,-)d(,0 WEATHER EQUIPMENT USEO 7 v COMMENTS (D85Ctibe work completed Curing the day; at►y problems and their sdutions) JQ21t3tM O~ L~3'~toL9 AT TW Q{-qu.tSl c`1F TL4E C~t.lQJ1 "IQ SP*++,4,~1f e3w~ FcM_ ' AOD Plc~ e~z7~ t"1 w~ r'~l_ `S ~S G.tip ~L E ►~c~ ~9 F ko -tj~E ~iUF~IC. eb1jITlo~ . 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(r+ ~0~4 ,v ~ t 6 [ h fL ArTENnoN RE: %,d coQ ~ - hls- WE ARE SENDING YOU @~- Attached 0 Under separate cover via the foilowing items: Cl~-,Repoct 0 Prints O Plans O 3 1i2" Disk O 5 1/4" Disk D Letter ❑ Shop drawings ❑ Specifications U COPIES ~ QATE { NO. I DESCRIPTION lcj a r f c ~ 02 . ~ ~ THESE ARE TRANSMITTED as checked below: 0 'For approval O Approved as submitted O Resubmit copies for approval E%- For your use 0 Approved as noted 0 Subm'rt copies for distribution O As requested O Returned for corrections O Retum c:orrected prints O For review and comment O O FOR BIDS DUE 19 O PRINTS RETURNED AFTER LOAN i O US REMARKS G► c,`~c- ~Jc.~ l-~o•-Jo.o( / COPY TO SIGNED AGRA Earth b Emrironmemal, Inc. (Rev. 7194) _ tcz`~ INSPECTOR'S... ECTOR : ~ PROJ ECT NO.: ~Sfa 14 PROJ ECT : CONTRACTOR: .~p ~_az,, , WORK PERI00: A.M. P.M. WEATHER . A.M. : P.M. : VISITORS: MANPOWER AND EQUIPMENT . SUPERINTENDENT: FOREMAN: . OPERATORS: t LABORERS:. Z SURVEYORS: FLAGMEN: OTHERS: .EQU I PMENT USED : 4f!d:y- ACCOUNT OF WORK AND DISCUSSI4NS TRAFFIC SIGNS AND BARRICADES CHECKED: A.M. P.M. STREETS CLOSED: T I M E : WO RK : ~ .~.rs~Grren,..T ~ • ~ t~?~x'~r. ~~~'~'S~ .-ycfA-S t.c..l,z, '•r ~7~: ~ zz?GL, C"A'pZuC, . . (continued on back) TESTS: - WORK DELAYS: AS BU I LT NOTES : . CITIZENS CONCERNS: , . . UTILI_LTY/PROPERTY DAMAGE: - . . . . . i EWED BY - PROJECT ENGINEER CONSTRUCTION ENGINEER: PAGE OF DATE: r ~,fr INSPECTOR'S. ,,_,9PECTOR: PROJECT N0: : i7 PROJ ECT : CONTRACTOR: WORK PERIOD: A.M. P.M. WEATHER , A.M.: P.M.: VISITORS: . , ~ MANPOWER AND EQUIPMENT . SUPERINTENDENT: FOREMAN: - OPERATORS: ~ LABORERS:. ~ SURVEYORS: FLAGMEN: OTHERS: -EQUIPMENT USED: o0~ ACCOUNT OF WORK AND DISCUSSIONS TRAFFIC SIGNS AND BARRICADES CHECKED: A.M. . P.M. STREETS CLOSED: T I ME : WORK : ~o z- ,4 ~ . 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AS BUILT NOTES: CITIZENS CONCERNS: , . . . UTILILTY/PROPERTY DAMAGE: , . i~ ~-JIEWED BY - PROJECT ENGINEER CONSTRUCTION ENGINEER: - PAG E 0 F DAT E: - yl/.eel , . ; 1 OUNT 4F WORK (CONVD) : ACC . . • ' t o 1~/17L/ 4~/ic~i ir •a,~ r~~e ii~~t'.s~~~r, , TIME. WORK. /91 70 •.~L1~I~JG07 'ei~v2Y 'l. „ - ' . , 1 INSPECTOR'S.... • i (PROJECT PROJECT: CONTRACTOR: WORK PERIOD: A.M. P.M. WEA7HER A.M.: ~ • ' ~ P . M . . VISITORS: l . MANPOWER AND EQUIPMENT . SUPERINTENDENT: FOREMAN: OPERATORS: LABORERS:- SURVEYORS: FLAGMEN: OTHERS: -EQUIPMENT USED: ACCOUNT OF WORK AND DISCUSSIONS TRAFFIC SIGNS AND BARRICADES CHECKED: A.M. P.M. STREETS CLOSED: TIME: WORK: ~ (continued on back) TESTS: WORK DELAYS: AS BUILT NOTES: . CITIZENS CONCERNS: , . UTILILTY/PROPERTY DAMAGE: ~ .BY - PROJECT ENGINEER CONSTRUCTION ENGINEER: PAG E 0 F DAT E:~/~~ r.z; !-lJ' , AG RA Earth & Environmental DAILY FIELD REPORT , -A„`,DJECT NAME v~ , PROJECT Ho. FIELD REPORT No. c~ ~3 /0?-!3,(! o•?- LOC.f1T10N If pATE PAGE Q~2 529b~ foF / ARRIVAL T1MlE DAY OF WEEK SSMTW(tJF CUENT OR OWNER CLIENT OR OWNERS REPRESENTATtNE / PKONE No. t>al~jj , NA GENERAL CONTaACTOR COKTRNCTOR'S REPRESENTATIVE / PKONE No. - SUBCONTRACTOR SUBCONTRACTOR"5 REPRESENTATIVE / PFiONE No. AGRA E3E FIELO REPR EAGfiA E&E PROJECT MANAGER E WEATHER EOUIPMENT USEO O-LO tA3;)y % efiLk) COMMENTS (Oascribe work completed during the day, any problems and iheir sdulions) . ON **X T-6- -to 06&&CLat- a2in1P &Q11 N j 6F L L 450l l-S OiV ~S34iUcT~~ ,~~e ~4~ ~ vSE~UI~ r 1 ~ t.~ 4GRA E&E Field RepresentaUve AGRA E&E Project Manager - Contractors Representative Date Con6nued ❑ nGRn Eartn a Envttonmencal, Inc. (Rev. 7i94) . . i~ ~ INSPECTOR'S..,.. C'.~~-~41PECTOR: ~ti✓I,//.~ PROJECT PROJ ECT : CONTRACTOR: C~►ti. ~ CQ„~~_,~,~~ ~ WORK PERIOD: A.M. P.M. WEATHER , A.M.: ~ p.M.: VISITORS: . MANPOWER AND EQU.IPMENT SUPERINTENDENT: rH FOREMAN: OPERATORS: LABORERS:. SURVEYORS: FLAGMEN: OTHERS: .EQUIPMENT USED: ACCOUNT OF WORK AND DISCUSSIONS ~ . TRAFFIC SIGNS AND BARRICADES CNECKED: A.M. P.M. STREETS CLOSED: . T I M E: WORK T;lr 1-0 c.," T 1 ~ 2X, S ~~-/C G~9A.f~ mn rC?1~ Y`'o 7' ~i %~~r°~~~a ~r~ ~i+~ `~~.,,.a _ • (continued on back) TESTS: WORK DELAYS: AS BUILT NOTES: CITIZENS CONCERNS: , . UTILILTY/PROPERTY DAMAGE: t ~IIEWED BY - PROJEC • T ENGINEER CONSTRUCTION ENGINEER. PAGE OF DATE: . Yl ' - ~ AG RA Earth & Environmental DA►,ILY FIELD REPOR' _ PROJECT NAME ~ PRQJECT No. FIELO RE RT ho. r.~~ t+b p cTt c~ ~.7 Io2- l,~l 1 03 ~ ~ . LOCATFON O PAGE Gvzap t oF ~ oaY oF wEEK SSMTWTO CUEKf OR OWNER CIIENT OR OWNER'S R£PRESENTATIVE / PHONE No. Fi' GENERAL CONTRAC&OR • ~ CQNTRACTOR`S REPRESENTATIVE 1 PHONE No. SUBCOMpqCTpq, SUBCQNTRACTOR'S AEPRESENTATiVE / PHONE No. AGRA E3E FIELD 1EPRESEtJTAT1YE AG RA E&E PRO.:ECT MANAGER ~ L~ WEATNER EOUIPMENT USED +dSo¢Q.K. ~ tC~'Ai• J~'~171e ~Zb~. COMMF.NTS (De'.+erfbe Mwrk oompteted duthg tfie daY snf► Problems and thett sotutions) 2.J,7 t 12P 't-0 6ND d1g~ Q6, LJA--~ Qir- 64ct- Ft U. AgAl Ew-- s,_~_~Q S~7 r?-q ~_s~ ~ ~~t vts.~ ~ g~ e. • AN..0 aQvt-c.i-m eAv e2"J'd l..j F t' d65 5#06-1'V - AL1,,3 kALL.67-6 f=<Ig, 1-1 t,-f" 5/ 7 ~ig,~ ~t'A C~ c+a ►~'1~*►tJ u~~ J `tsa ~+.~2Q.~lX A-3 oA E'. C tx rtt~.~~ ~ ~~'2~ ~-rt e, lc, l t L~ aE' cionerc, IU 'C., Sr4 rt.cx,64L .1 Q~ !4;lC fis-- 4P ip2.4t?P ~LLtN E8E FieJd Representa6ve Gdl?.41" AGRA E&E Project Manager ~ ~ . Coniraciors Representative Date .,a2 `l J1~5' Continued ❑ 3W1 Eerth 6 Envtronmetttal, Inc. (fierv. 7l94) . , AG RA Earth & Environmentai DA1LY FIELD REPORT ~DOJECT NAME . Z PR OJECT No. FIELD REPORT No. ./a- 13r 1 0 LOCATiON DATE PAGE gs OF / ARRIYAL TIME OAY OF WEE QSMTWTF CUENT OR OWNER p.IENT OR 01NNER5 REPRESENTATIVE / PHONE No. ' C-1% ~ (iENERAL CON CTOR ~ OONTRACTOR'S REPRESErtTAT1VE / PHONE No. SUBCONTRACTOR SUBCONTRACTOR'S REPRESENTAT1VE / PHON£ No. AGRA E3E FIElO REPRES NTATIVE AGRA E3E PROJECT MANAGER / 6cg) Q24)QU-N ( WEATHER • EQUIPMENT USED ec:00-d~ 2f~ c rJ ~ . COMMENTS (Oescrtbe wak completed durin the daY anY Probtems and thelr sdutions) ' . 6'CL)~' cl' 5_0 Q&J r.M. 77c- ql4~ F t N A L . ue-"o Ei.Acax- pij r'~T ~J-N-PliQa Q~p eni (L&IQ ""'-~l 1 P~,- sa.$zn ~t- 4,l?-t qq o~s.-N ~ . , ~ . ,67' rcZ4 ~-:t ( 4Z " m=:6 kj"dx-Fla~ ~ . ' 0,-- d F- ST [Y! ~T`. ~ GRA E&E Field Representative ~1 ~ Q~~~ q. AGRA E8E Project Manager Contractors RepresentaU e Date Continued ❑ AGRA Earth b Ernironmerdal, Inc. (Ftev. 7/94) ~~j ~L 4^6 AG RA Earth &Enviranmental DAI LY FI ELD REPORT ~ _-~PROJECT No. FIELO REPORT No. ~ )JECT NAME ej,ie~Aj,x L a-I3 l I Q~._. LOCATION DATE PAGE /o /6 1 /967- / OF / ~ - ARRIVAL TIME DAY OF WEEK SQMTWTF CUEPiT OR OWNER CUEtJT OR OVYNER'S REPRESENTATIVE / PHONE No. GENERI►L OONTRACTO .J COtJTiiACTOR"5 REPRESEHlTATiVE / PHONE No. SUBCOPfTAACTOR SUBCONTRACTOR'S REPRESENTATiVE / PHONE No. AGRA EbE FIELO REPRESE LLI AGRA EbE PiiOJECT MANAGER ~ t 1.._LN ~y_` - 1NEAT1iER - E4UIPMENT IJSEO ~3SC ~ 1 • I CAjt'. - ~J7.JE.1Z v, 1!, ~ COMMENTS (Oesaibe worlc oompleted durktig tho daY. arrY Problems and lheU sot4ns) ~aeLFJ ~ ~ . . ~u < ~F QOLLIQ~3 ASO 13 ~ - ~ ~~-c AaM ~ -t4 ( _ - ~ F cv nop Qf!st I-v' J d0 E~P~A( _ ►1~7t~v~-n_ ~IJQ -Sk~z-n ~-I~ ) I ife ~ ~;~r9S~"- f~a.3b A~ - ~ ~ ~~~.9. • . - ~ D.,RA E8~E Field Representative AGRA E8~E Project Manager Contractors Representative . Date -Y/0 /0 t /9.s- Continued ❑ AGRA Esrth & Envfronmerttal. Inc. (Ruv. 7/94) - ~a 7,,T~ 5 ~J . REPORT ~ r f'IS PECTOR : PROJ ECT NO.. PROJECT: CONTRACTOR: WORK PERIOD: A.M. P.M. ~ WEATNER , A.M. : P.M. : VISITORS: . . MANPOWER AND EQUIPMENT SUPERINTENDENT: ,Q~ 6~67411er -l_av7b FOREMAN: OPERATORS: LABORERS:- SURVEYORS: FLAGMEN: OTHERS: -EQU I PMENT US ED : ~n~, o ~ ~ ~i~~ .;1~«~ f"d o ~ - - ACCOUNT OF WORK AND DISCUSSlONS ~ TRAFFIC SIGNS AND BARRICADES CHECKED: -A.M. P.M. STREETS CLOSED: . . . T I ME : WORK : ' rd/xrc i cs-r / s'~t.~9~i- ~ o~ i~~~~/.~ Z.~ • ' . a~ ~~m /I/liS~ 7~d /►7~i/ ~G ~ ~P ~°~~~-r,a~ o ' ~~s c~►r , o a~ .fi~~a~~ ~ • co.~-r.~~~ ~r~~~a~urt~. ~ ~~~~~~~rr -~pYc~ ~ ,o.;~;~,;~ ~ad~~ ~`~~o~~~~ ~:~.~~rll•~ _jywc9Gr ll . (continued on back) TESTS: WORK DELAYS: - AS BUILT NOTES: CITIZENS CONCERNS: , . . . UTILILTY/PROPERTY DAMAGE: ~ . ~IEWED BY - PROJECT ENGINEER CONSTRUCTION ENGINEER: PAGE OF DATE : /e~ - K (cotAT ~ wafi F UNT 'a Gp pC E ~ ~ a ~ ► el ~ ~~~~/2~" ' • ~ ~ , ~ ~ , r..~ G P G .r- r . ' ...r- - ' . • - ' ~ , . , i ~ . • _ ~ ~ _ , • ' INSPECTOR'S... ~ lI1J , ~ PROJ ECT NO.': rs-G/7 PROJ ECT : CONTRACTOR: WORK PERIOD: 2p A.M. s-- P.M. WEATHER _ A.M. : P.M. : ~ m VISITORS: . MANPOWER AND EQU.IPMENT . SUPERINTENDENT: FOREMAN: OPERATORS: ~ LABORERS:- SURVEYORS: FLAGMEN: OTNERS: .EQU I PM ENT US ED : r.S- ~ ~i~m ~c~~.l%•~,~~.r~ ~v/~il-, ~~s- ~'c~ r~ ~oc. / r~ ~ C~jL. ef ACCOUNT OF IA/ORK AND DISCUSSIONS TRAFFIC SIGNS AND BARRICADES CHECKED: A.M. P.M. STREETS CLOSED: T I ME : WORK : -tv;,m ,r'c~u ~ rc~/~ss,~,os~'"~~ r°/%r ...r 6~,•~-, ~~~'~.~?~c~ / - (continued on back) TESTS: WORK DELAYS: AS BUILT NOTES: . CITIZENS CONCERNS: . UTILILTY/PROPERTY DAMAGE: t ~:,4IEWED BY - PROJECT ENGINEER CONSTRUCTION ENGINEER: PAGE OF DATE: X:cs . : , ~ ACCOUNT OF WORK (CONT'D) ~ TIME:. WORK: yf ~ ~ 1` INSPECTOR'S... 'C-,~IPECTOR: PROJECT N0. rROJECT: CONTRACTOR: WORK PERIOD: A.M. P.M. WEATHER , A.M. : P.M. : r'~mr l'~' VISITORS: ~ r . ' . MANPOWER AND EC?UIPMENT SUPERINTENDENT: FOREMAN: OPERATORS: ~LABORERS:. ~ SURVEYORS: FLAGMEN: OTHERS: .EQU I PMENT US ED : - ACCOUNT OF WORK AND DISCUSSIONS ~ . TRAFFIC SIGNS AND BARRICADES CHECKED: A.M. P.M. STREETS CLOSED: . T I ME : WORK : . . . /f~o ~ ~ ~ ~ o ~/lJ'~,~~c.~~^ ~r~r✓ / ~i~i9? ~Lf ~ _ Gcm ~J~C2' ~i%'~C~lG~ ~ ~ fdt~~/~•~'~'i ''O*~ ~0 4~ y'~ ~fl OG!~J ~li~ 4'O G~ ~ ~GY' SD , /9~l.~' ~ ~'p,/° l ~ (continued on back) TESTS: WORK DELAYS: - AS BUILT NOTES: CITIZENS CONCERNS: . UTILILTY/PROPERTY DAMAGE: ~JIEWED BY - PROJECT ENGINEER CONSTRUCTION ENGINEER: PAGE OF DATE : /4/ / fs- . - ; ACCOUNT OF 1A/ORK (CONT'D) TIME: WORK: . ~ INSPECTOR'S.... - :.:~SPECTOR: PROJECT NO.: PROJECT: ~ CONTRACTOR: WORK PERIOD: ~ A.M. P.M. W EAT H E R . A . M . : P . M . : VISITORS: . MANPOWER .AND EQUIPMENT SUPERINTENDENT: e~?e_aI2 ~,..eczz,;FOREMAN: OPERATORS: LABORERS:- ~ SURVEYORS: FLAGMEN: OTHERS: - EQUI PMENT USED: :S''rin,0- ~-c ~ ACCOUNT OF 1NORK AND DISCUSSIDNS es$ . TRAFFIC SIGNS AND BARRICADES CHECKED: A.M. _ P.M. STREETS CLOSED: _ T I ME : WORK : ~ i vcrl.la* ~ J;7"-~. e ~ ~ e ~h G eh ~{pD J~ c- er 7`,e `i T ~z,A,c (conti nued on back) TESTS: WORK DELAYS: . AS BUILT NOTES: . CITIZENS CONCERNS: , UTILILTY/PROPERTY DAMAGE: ~JIEWED BY - PROJECT ENGINEER CONSTRUCTION ENGINEER: PAGE OF DATE: le., . : , ; j ACCOUNT OF WORK (CONT'D) ' T I M E: WO RK :~~~ts , agzr dC.ri ~i rGrl -14 .1-1 7-4~~ C6~111een i /,gr ~ra~~ : I-,,o ~`i, *0'7 ,C YhQ~`" ~~f •raou & 6e et ~ ; ~~~r~1~'o•-r ~r~o«~~vres ~r• ~r~aovo~ / .~ro~r. . . ~ , ~ ~ INSPECTOR'S... PROJECT N0.`: . PROJ ECT : CONTRACTOR: WORK PERIOD: A.M. P.M.. WEATHER , A.M.: P.M.; VISITORS: . ; , . MANPQWER AND EQUIPMENT ' , SUPERINTENDENT: ~r~Gz,,,,s/, • - FOREMAN: ~ ~ OPERATORS: S-- LABORERS: e7l SURVEYORS: FLAGMEN: OTHERS: EQUIPMENT USED: .,Te,=v ~ ACCOUNT OF WORK AND DISCUSSI4NS . ; TRAFFIC SIGNS AND BARRICADES CHECKED: A.M. . P.M. : STREETS CLOSED: . ; T I M E : WORK : s, cl~ s~ U ~vr~ Q ~i. , if~' ' ~~G~~ ~Q .G~~r~r✓ ~ ~~o,~' , i • i~ lo"/l.r~e.y G~i9~!'~~~Gr ~i>~.~~t~pr- ~G,~s~ ~h~ 4/ ,.~l/ 7`~tP~~ .~v' ~ /O ~•T~~ .~y (conti nued on back) . . TESTS: WORK DELAYS: AS BUILT NOTES: . . CITIZENS CONCERNS: ~ . UTILILTY/PROPERTY DAMAGE: ~ ~(EWED BY - PROJECT ENGINEER CONSTRUCTION ENGINEER: PAGE OF _ DATE: . r:.~. ACCOUNT OF WORK (CONT'D) TIME: WORK: . ~ OAGRA Earth & Environmental REOPIVED E 520 NorV~ Footfiilis Drive, Suite 600 Spokane, Washington. U.S.A. 99207 LETTE R~ O F TRAN S M I1TAL ~ ~ (~s)aa2.o, aa F~ c~os, aa2-02o2 Q C T 11 1995' I.P.E.C. oA~ 6l .~os No. To C L - 7vAO J ATfENT10N~ ~ io ~ ~ r✓~ o c.t~ RE: - ~ c1 ~ •-~a. llC ~VV%o~,~c ~,J r WE ARE SENOING YOU S-Attached O Under separate cover via the following items: P' Report C] Prints O Plans O 3 1/2" Disk O 5 1/4" Disk O Letter 0 Shop drawings O Specifications O COPIES ~ OATE N NO. I OESCHIPYION Z 44-fd ~ r _ ► THESE ARE TRANSMITTED as checked below: O For approval J' O Approved as submitted O Resubmit copies for approval 1* For your use O Approved as noted D Submit copies for distribution 0 As requested O Retumed for corrections O Retum corrected prints O For review and comment O . . O FOR 61DS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS . ~ • ,,,s, a~~ S COPY TO SIGNED AGRA Earth 8 EnvEravneMat. lnc. (Rev. 7194) - V , AG RA Earth & Environmental DAlLY FIELD REPORT f~~ `:~..OJECT NAME PROJECT No. F1ELD REPORT No. eLoe-v-w A u( 3 t 3 t 1 o t~ LOCATION • OATE ` PAGE tb~R~ . tOFl AARIVAL TIMt, DAY OP WEEK SSMTW(!~ GUEM OR OWNER Cl1ENT OA OWNERS REPRESENTATNE / PHONE No. (3£NEAAL CONTAACTORr OONTRACTOR'S REPRESENTATIVE / PHONE No. SUBOONTRACTOR SUBCOPlTRACTOR'S REPRESENTATNE / PHONE No. AGRJ1 EdE FiELD REPRESE ATIVE • AG &E&EROJECT MANAGER 11 )iLLIE VYEATHER EOUIFMENT USEO . f~ dUOQ...J?~ v\ . OOMMENTS (Desenbe work oompdeted dumg the day; arry problems arxl their sotutions) ~ ~ P4 tJ A ~ 645 . . ~ A ~ Ni1e:I- -1L/1/•- e~l1Tl ~1.7C.1! ~1.1~3 O ~ 7i~ ~ • n AA)Tt A~ tLf i 14~~.~ ~ ~ ~ EB~E Feld ReP ~ resentative AGRA E&E Pro'ect Manager~ ~ ~ r'GRA Contractors Representative Date 146 Continued O AGRA Earth 3 Envirorunental, Inc. (Rev. 7/94) ~U~~'~ , AG RA Earth & Environmental DAILY FIELD REPORT . < CROJECT NAME ` PRQIECT No. FIELO REPORT No. 3/a-iaJ1/ LOCATION ~ pATE PAGE ~ a oF l ARftIVAI TlME DAY OF WEEK SSMTWT(q CIIENT OR OWNER Cl1ENT OR OWNER'S REPRESENTATI1/E / PHONE No. Cy~~ GENERAL CONTRACTOR ~ COPlTRACTOR'S REPRESENTATIVE / PFtONE No. SUBCONTRACTOR SUBCOHT'RACTOH'S REPRESENTATIVE / PHONE No. AGRA E6E FIELO REPRESENTATIVE ACiRA E8E PROJECT MANAGER LQLL~ -6~ P-r~- I WEATHER ~ EQUIPMENTUSEU L7,¢7` 23S g4Wa0t- Wl--WFps L. C.7u-~ ~ Qo7' ~3A t~ IL/ ~ COMMENT (Describe work completed durfng IAe daY. eM Probbms and lheir soluUons) cylL4! /,.2 i.1 OU ~ l= ~ "ru 04 ~ 4 /o _ ~ - . ~kGRA E&E Field Representative AGRA E&E Project Manager Contractors Representative . Date ~ Continued ❑ AGRA Earth 3 Envtronmontal. Inc. (Rev. 7/94) ~ 6 \ , AG RA Earth & Environmental . DAILY FIELD REPORT C)aOJECT NMAE PROJECT No. FIELD REPORT Mo. J LUOLLA~lc 3 L'° /a -13 c t - o IOCAnON • - • OATF PAGE i~/7/9~s . / OF ARRIVAL TiME OAY OF WEEK (§)S M T W T F CUENIT OR OWNEA CUENT OR OWNER'S REPHESENTATIYE / PHONE No. ` .~V~~ C.~?~ • . . GENEFtAI CONTRACTOii CONTRACTOR'S REPRESENTATIVE / PHONE No. SUBCONTRACTOR SUBCONTRACTOR'S REPRESENTATIVE 1 PHONE No. AGRA E&E FIElO REPRESENT TIVE AGRA E&E PROJECT MANAGER % L5..L1..F jc\,V~( 1 WEATHER EDUIPMENT USED Pi J COMMENTS (Oescri)e work completed during the d8y; any problertis and their sdulions) ~ nu~~.s.~ Rd:u oC. ~5- - ~ J • . , _ . ~GRA E&E Field Representative AGRA E&E Pro1'ect Mana9er ~ . , Contractors Representat;ve Date Continued ❑ AGRA Earth 6 EnvEronmental, Inc. (Rev. 7/94) . l~ ,ZU\ - *AGRA " Earth & Fnvironmental DAILY FIELD REPORT PROJECT No. FIELO REPORT Pto. tO~^ LOCAn0N OATE it~ ~hs- PAGF . 1oF~ AARIVAL TIME DAY OF WEEK ' S(C~s TWTF CUENT OR OWNEA CLIENT OR OWNER'S REPRESENTATIVE / PIiONE No. a~eA- 0 GENEHAI. CONTRACTOA 1 CONTRACTOR'S REPRESENTATIYE / PHONE No. SUBCONTRACTOR Si1BCONTRACTOR'S REPRESENTATIVE / PFtONE No. AGRA EdE FIELO PiEPRESENTATlYE AGRA UE PROJEC7 MANAGER lk) 1LulE vacmf beq, WEATHER EQUIFMENT USED LU~ l~fl~ - r - COMMENTS (Oesatbe work compoted dufig the day; any proQlems and their solutions) . - 8Y] ;5:ITC-_' 70 1 a6f ( S ccLMt1JJui7O r=cC1 5r. Asa ~ u5c-~.b ► ~ TB-~~ eJ 0- Q,] All lk&o ,GRA E&E Feld Representative . AGRA E8E Project Manager o . Contractoes Representative ' Date Q~ Continued ❑ AGRA EaAh 8 Envlronmental, lnc. (Rev. 7/94) l"\!/ ` , AG RA Earth & En vironmental RECEIVED : E 520 Narth Foothitis Drive. Suite 600 Spokane, "'ashin9to,, ".SA N20' OCT 17 1995 LETTE R O F TRAN S M ITTAL (509) 482-0104 Fax (509) 482-0202 I.P.E.C. oarE 1 V~~ lQ~ Joa No. TO ~ ATTENTION ~ aE: ~GG7 s~0•✓~[ ~ i WE ARE SENDING YOU O'Attached ❑ Under separate cover via the following items: Q' Report 0 Prints 0 Plans 0 3 1/2" Disk 0 5 1/4" Disk D Letter D Shop drawings O Specifications O COPIES ~ DATE NO. I DESCRiPT10N F ald teA t~r •Z . . o~ THESE ARE TRANSMITTED as checked below: O For approvai 0 Approved as submitted O Resubmit copies for approval 95- For your use O Approved as noted O Submit copies for distribution ❑ As requested O Retumed for corrections O Retum corrected prints O For review and comment O . O FOR BIDS DUE 19 0 PRINTS RETURNED AFTER LOAN TO US REMARKS ~70 7 CJ -7 ~ . 9 qao ~ e COPY TO SIGNED C . aGFw Eann a Erwironmensal. Inc. (aev. 7194) lU - \ , AG RA Earth & Enviranmental DAILY FIELD REPORT ~IROJECT NAME PROJECT No. I FIEIQ REPORT No. Ia--l3c I LOCATION • ' DATE PAGE t0~~v1g5' aF AqRlVAL TiME OAY OF WEEK • _ SSM(DWTF CUENT OR OWNER CLIENT OR OWNER'S REPRESENTATIVE / PHONE Na • ~~}.3 • GENERAL CONTRACIOR COHTRACTOR'S REPfiESENTATiVE / P►iONE No. SUBCONTFiACTOR SUBCONTRACTOAS REPRESENTATIVE / PHONE No. AGiiA EdE FIELO REPRESENTATTVE AGRA E6E PROJECT MANAGER ~ t. . ~.~1 L L~Cl & - ~ &,s x-,~O, J-,~ WEATHER ~ - EDUIPMENT USEU ~ A-Lw 12A,~;d, - COMMENTS (DescriDe woAc campleted durfV the daY. e^Y Problems and Iheir sdutions) . A44OU0,995 CN t271C "aD 4& . ^ i.4 C'k'74-Lta1'- gAJ6 4')00-1k1,p Q~ ZUN~ -C>-F -~;+.POZAL- P LS.~.I. 5S% r I ~ t S ~ ,(J' ! • ^ ~ S6r-L r_L&S 0w- . ~ ~GRA E&E Feld RePresentative AGRA E&E Pro1ect Mana9er ~ Contractoes Repsesentative Date Continued ❑ AGRA Earth d. Ernironmentaf. Inc. (Rev. 7194) . l~ ~ ~ , AG RA Earth & Environmental DAILY FIELD REPORT rfiOJECT NAME PROJECT No. FIElO REPORT No. (Zt~~~u.~ <*~R'' 1 a` [ZL I, l l~ LOCATION QATE PAGE t oF / ARAtVAI T1ME DAY OF WEEK (o :36 AU4 SSMI& F CU OA OVYNER CLIENT OR OWNERS REPRESEN7ATIVE / PFiONE No. . GENERAL CONTRACTO"A CONTRACTORS REPRESEPfTATIVE / PHONE No. SUBCONTRACTOR SUBCONTRACTORS REPRESENTATIVE / PHQNE No. AGRA EbE FIELD REPREjj;:TIVE AGRA E&E PR0.lECT MANAGER 11&L1.E ~ &CIS " WEATHER ~ EOUIPMENT USED C-v c.oLA.ay OOMMENTS (Describe work cOmplsted during the daY• a^Y Problems and (hE3ir Solutlons) . . P-t LL 5al l.. S . -4) WM?O~P 112 tN I~ 1 4,i yqb-c5 F~~„ S' l5 ~~~~1T[ Ll..[ IUcn ~T~-1 ( S ~ ~ , T • ' ~ J ' . ' < ///A/// ,,GRA EB~E Field Representadve AGRA E&E•Pro~ect Manager Contractor's Representative Oate ~ - Continued O -&JALA -1.1 AGRA EaRh & Envtronmental. Inc. (Rev. 7P84) - ° • , , AG RA Earth & Environmental DAILY FIELD REPORT ~ ~__J _ aaECT NAME PROJECT No. FIEIU REPORT No. ~c.►~~i•Q~rP~c_K cp !a /02 IOCATION DATE PAGE L~,,~~31q~ ~ oF ~ ' ARRIVAL TIME• I OAY OF WEEK SSMTWT~~ CLIE~OWNER ~ CLIENT OR OWNER'S aEPRESENTATIYE / PHONE No. 6ENERAL CONTRACTOR-0 CON7RACTOR'S REPRESEfJTATIVE J PHONE No. SUBCONTRAC70R SUBCOtJTRACTOR'S FiEPHESENTATIVE / PHONE No. ACaRA E3E FIElO REPRE NTATIYE AGRA E&E PROJECT MANAGER - w- (c.I A..F - Ba& AEaUIPMENT USED ? el-~ CXIDV NtCr ~ COMMENTS (Oescrfbe woc1c oompteted during the day: anY Problems and their sotul~ons) . . . ~ ~y FLU r ~ (N-tuaL i SHjEL--,-t~ ~ *~EL-~Uc ce)l7?4 SAET• c~c(4~~ S . - AGRA E&E Field Representative GRA E8E Project Manager ~ C Gontractors Representative Oate Continued 0 AGRA Eerth 6 Envlronmenial. lnc. (Rev. 7l94) • ~ t v,2 DAI.LY . INSPECTOR'S,,. REPO r . T R i",,6rELTO1S: P1'1,OJEAr1 IlO.. PROJ ECT; CONTRACTOR; WORK PERIOD: A,M. P.M. W EA7H ER A . M . : P . M . : e~/ - . VISITORS: - . } . MANPOWER AND EOllfPM~NT SUPERINTENDENT: ~~~FQREMA~I; ` oPERAToRS: LABoRERS: suRVEYaRs: FLAGMEN: OTNERS» ' .EQU I PMENT US ED: 47,s- ~CCOUNT OF WORK AND DISCUSSIONS TRAFFIG SIGNS AND BARRICAaES CHECKED• A.M. '1 •Ile STREETS CLOSEa: - TIME: WIDRK: ~l,r ~ lekjal~ t:7, ~ .~.~9 ,6e crl 92~rx~~.~ (C oTlt•1 Jlued on bdG k) WDRK DELAYS: A5 BUILfi NOTES: . CiTIZENS CONCERNS; ► - UTILILTVPROPERTY DAMAGE: , ~BY - PROJECT ENGINEER CONSTRUCTION ENGINEER: PAGE OF DATE : . f,~ . ACCOUNT OF WORK (CONT"D) . TIME: WORK: a . ► INSPECTOR'S ' . >PECTOR: ,•CArr~ ~Z~.//r PROJECT N0: : PROJ ECT : . CONTRACTOR: WORK PERIOD: A.M. P.M. WEATNER , A.M.: P.M.: ~t~~t:~~• ~ / ~ VISITORS: . • . i . . . MANPOWER AND. EQU.IPMENT . SUPERINTENDENT: FOREMAN: OPERATORS: 3 LABORERS:. -5/ SURVEYORS: FLAGMEN: OTHERS: . .EQUI PMENT USED: ACCOUNT OF WORK AND DISCUSSIONS TRAFFIC SIGNS AND BARRICADES CHECKED: A.M. . P.M. STREETS CLOSED: T I ME : WORK :~i~~Li~ v/ ~13 ~kte-l~lr a4kls ,:.7 ~~e, GI~ s".~~//s / 6C2510l.~.r ' / Ir , 7-A~e G'~vr~.'~T e/!vqT"~ G~ll~/ G~os ~-vva~arC•-!~`• /f`cf T~~~ oo-v, /~.v ,rloAer_ :24 ( contin ued on bac k ) TESTS. . WORK OELAYS: AS BUILT NOTES: . CITIZENS CONCERNS: , . UTILILTY/PROPERTY DAMAGE: i ~ ~.:~~.IEWED BY - PROJECT ENGINEER CONSTRUCTION ENGINEER: PAGE OF DATE: lzo5) . , k ~ NT p~ WoRK ACCOU (CO"T'D) . ke ' ~ME • ~ SP,.~,s ri 001, e ; n~ s. s ~ t ~ ~t ~ , ~ , , - ' / r G ild u" P Q/ yr Je . ; ~ , - . , ' , E INSPECTOR'S . • ~PECTOR• . PROJECT NO:: PROJ ECT : CONTRACTOR: ~C WORK PERIOD: A.M. P.M. WEATHER A.M.: P.M.: VISITORS: . MANPOWER AND EQU.IPMENT . SUPER I NTENDENT : ,t~i-~~~,;, s~, • FOREMAN : OPERATORS: ~ LABORERS:- ~ SURVEYORS: FLAGMEN: OTNERS: EQUIPMENT USED: . ~ . ACCOUNT OF WORK AND DISCUSSIONS TRAFFIC SIGNS AND BARRICADES CHECKED: A.M. P.M. STREETS CLOSED: . TIME: WORK: -Ae ' . • n~ A~~ ~ i~~~ ~~~~dGT-d,- ~~i'~~-'4~ ~ ti94r8 ti/e Sn ~l'•i1~r'~'G„~'/1/"' . .f/. c.t ti.~'C~L7~~~ ~G3LT~X'//~'~~'.~Z? ~4Cls~` / ~ H rG, > ~.t2r~ . ~o ZZ, (continued on back) TESTS: WORK DELAYS: - AS BUILT NOTES: CITIZENS CONCERNS: . UTILILTY/PROPERTY DAMAGE: t ►-:&.~~IEWED BY - PROJECT ENGINEER CONSTRUCTION ENGINEER: PAGE OF DATE: /O . a 7 i ~ ACCOUNT OF WORK (CONT'D) TIME: WORK: . ~ ~ INSPECTOR'S.-. - i .~~PECTOR : PROJ ECT NO . . PROJECT: Z.s~r~.~~/~ %s°/c'~ 7 . CONTRACTOR: WORK PERI00:. A.M. P.M. WEATHER . A.M. : s-z ~ P.M. UISITORS: ~ J . . . . MANPOWER AND EQU.IPMENT _ SUPERINTENDENT: FOREMAN: . OPERATORS: LABORERS:. ~ SURVEYORS: FLAGMEN: OTHERS: .EQU I PMENT USED : Li~±~s ~i • . ~oe~s,~~ ~~~lsr_- i~ ~ e..~ ~,o~-Q/~,.-~ x.. d ACCOUNT OF WORK AND DISCUSSIONS TRAFFIC-SIGNS AND BARRICADES CHECKED: A.M. P.M. STREETS CLOSED: - - TIME: WORK: c-251,7sX 0,V, s jg~,v Ag~_ .~/1-~ ~ ~9~ .D~cc.•.s~~a~ 7"O 1^'~s~~'"/ ~i: ~ C// ~i~ ~~L~9~ ! ~ . /6 /*rw C,- c . h,s (continued on back) TESTS: WORK DELAYS: AS BUILT NOTES: CITIZENS CONCERNS: , . . UTILILTY/PROPERTY DAMAGE: i .-:~~~IEWED 6Y - PROJECT ENGINEER CONSTRUCTION ENGINEER: PAGE OF DATE : G✓e~ . ; . r . . C4 F y~pR (CONIT uNT 'CJ , AG ~E : wORK • _ . , ~P`~~ . ` r , , , ~'"►y . Z~- JL ~ R aj ^ , ~ rr~~~ ~ ' if ♦ . 7P . , ~ ~ y~.~~~~►~~ / ~ ,shr , ed, 00, ` . _ ~ . ' - _ ' _ • - .r ~ • ~ r ' . . • ~ ,.r-- _ ~ . . - ~ ' • , INSPECTO-.7rw' S • DAILY - 4 l i J 1_..:~S_PECTOR: PROJECT N0: : , PROJECT: ,r~✓~p~ 3r+3~ ~s---~ ~ CONTRACTOR: WORK PERIOD: A.M. P.M. .WEATHER , A.M.: G/c~pr. ° P.M.: ~oo . VISITORS: . . MANPOWER AND EQUIPMENT . . SUPERINTENDENT: FOREMAN: OPERATORS: ~ LABORERS:~ SURVEYORS: f FLAGMEN: OTHERS: -EQU I PMENT US ED : J~,,, e~, ACCOUNT OF WORK AND DISCUSSIONS TRAFFIC SIGNS AND-BARRICADES CNECKED: A.M. P.M. STREETS CLOSED: . T I ME : WORK : ~i~ ~~~.b .rl~ ~r~ /2 ~.~~h .G~?~~~ .x" ~.-~,•~..9.,~, ♦ ~u.lli~Li Qi~ ~Qt r~~~ ~'C ~a ~D, l~I/~ G',~O • ~ Y& er~~ u~~!-S ,Aur-i~e~ ~.o T"o /f~'. ,~~,o %~1~rP ~c~ ~'f ~r~ .1L •,-a~,~t- it~ , , . (continued on back) . , TESTS: WORK DELAYS: AS BUILT NOTES: CITIZENS CONCERNS: UTILILTY/PROPERTY DAMAGE: . "--.2IIEWED BY - PROJECT ENGINEER CONSTRUCTION ENGINEER: PAGE OF DATE: t~. ` 6 ACCOUNT OF WORK (CONT'D) . TIME: . WORK: /~C G~~~'n ls~-~ 1 r~r.~~ • ~~H-'~~ f!l~ ~ ~ %~-1 ~ zz~. ~G~~G~ - ~Fl7.r r! d f"~•fl'~ /'Gt'~ Irr Cl~Gc.' , ~l ~ ~i7 ~ t . ~ : i.~` I'e", A~s ~ r he ~~a "e • J r ~ T.~1~S !1~ t-l~~JT'L"~i lOrylpctl"~OH G~ ..S~a/~~h~i4~ Us~d3/' CGlf~J, i ~ ~ ~ ~ INSPECTOR'S bAILY SPECTOR: PROJECT N0. ~ - P.ROJECT: ~~a/.~ ~ ' ~I~.~'~'~~ r°~-s-z ~ CONTRACTOR: WORK PERIOD: A.M. P.M. WEATHER A.M.: ~~OLP s~ i'~n/ P.M.. VISITORS: l MANP01iVER AND EQUIPMENT SUPERINTENDENT: 0~c-1, FOREMAN: OPERATORS: -y LABORERS: SURVEYORS: FLAGMEN: OTHERS: EQU I PMENT USED :~r~P / ACCOUNT OF WORK AND DISCUSSIONS TRAFFIC SIGNS AND BARRICADES CHECKED: A.M. P.M. STREETS CLOSED: T I ME : WORK : . ~ ' e o~ ~-h ~ ,~,'✓~Y~v~//-' c_! ' ' .~~rr 7~ ~ ' Q. / ~S1ds is s~ :f'~v J ~ ~ . "'p 4- G1.D lzz IKE= ~Q/ r~o ~ f~,/~ ~~v 2~ ~~i.~ ~r.~r1s ~ - ~f ~r~.~ ~~✓a ~ i ~ ~~r.~ ,L~~~~,~~ ~~,1~. (continued on back) TESTS: WORK DELAYS: AS BUILT NOTES: CITIZENS CONCERNS: , UTILILTY/PROPERTY DAMAGE: . . VIEWED BY - PROJECT ENGINEER CONSTRUCTION ENGINEER: PAG E 0 F DAT E:Z~2/ Zo ACCOUNT 4F WORK (CONT'D) T I M E : . WORK : Tf~P_ ~cli~ • . , - \ ,i ~ , r~ i INSPECTOR'S. '6~ AILY REPORT ; SPECTOR: ~o /YJ~s PROJECT NO.: PROJ ECT : 41- 9ssz 7 ~ Y~~"Gc9A . c ~~~i YYis ` /-y c77c~/ ~ /n n-. CONTRACTOR: WORK PERIOD: A.M. P.M. W EATN E R A. M.. P. M.: C-/ernr ;~-s--a VISITORS: MANPOVI/ER AND EQUIPMENT SUPERINTENDENT: FOREMAN: OPERATORS: y LABORERS: ~ SURVEYORS: FLAGMEN: OTHERS: EQU I PMENT USED : ACCOUNT OF WORK AND DISCUSSIONS TRAFFIC SIGNS AND BARRICADES CHECKED: A.M. P.M. STREETS CLOSED: T I ME : WORK : ~P ~Y >~.~~'9~,~ ~ ~~CF-~j fi7~i ?f cf►'T .r-0/-, T S'O l2 T/1~~/ aXo ~r7l~stIleGL L~' /cs' ~t2~ .r ~r-i i~ ~ ~i_ ► v, rl ~ , Sn - • . 3" ~#o ig-.='.. qc~ntinued on back) TESTS: j WORK DELAYS: AS BUILT NOTES: CITIZENS CONCERNS: . UTILILTY/PROPERTY DAMAGE: . ~ VIEWED BY - PROJECT ENGINEER CONSTRUCTION ENGINEER: PAG E 0 F DAT E: /~s-- ~7~~ tJRK (COt4 Ac~a~~ ~ TOFW ~ ev a 1'~ G. ~ ~G ,SO 9 e<~n ~ ' J7~g, 1 . . ~ ~ INSPECTOR'S...'6AILY REPLiRT 7//~ PROJ ECT NO. : PROJ ECT : CONTRACTOR: WORK PERIOD: A.M. P.M. WEATHER . A.M. : P.M. : VISITORS: . ~ . MANPOWER AND EQUIPMENT . SUPERINTENDENT: FOREMAN: OPERATORS: ;~t LABORERS: SURVEYORS: FLAGMEN: OTNERS: -EQU I PMENT US ED : / ACCOUNT OF WORK AND DISCUSSIONS ~ . . o . TRAFFIC SIGNS AND BARRICADES CHECKED: A.M. P.M. STREETS CLOSED: . TIME: WORK: ~%/Q c~r G•ni~ ~-~s~ or- ' r~ 00 f_~.! e 5~7~. /~J?C./ CcCt"6 Y~t,~ ~ 7-4 •7ZIZO / (continued on back) TESTS: WORK DELAYS: . AS BUILT NOTES: . CITIZENS CONCERNS: . UTILILTY/PROPERTY DAMAGE: ~_JIEWED BY - PROJECT ENGINEER CONSTRUCTION ENGINEER: PAGE OF OATE : .1e5; 7a' e- s ' j J; • . ACCOUNT OF WORK (CONT'D) TIME: WORK: , • - , ~ INSPECTOR'S.,. ~iPECTOR: , 1< PROJECT N0: : PROJECT: ~,;-~rt,~,•l /,,L ~o~~er' E"x~~ssi~ CONTRACTOR: WORK PERIOD: _ A.M. P.M. WEATNER . A.M.: P.M.: sllr~ VISITORS:. MANPOWER AND EQU.IPMENT F. SUPERINTENDENT: FOREMAN: OPERATORS: ~ LABORERS:- ~ SURVEYORS: FLAGMEN: OTHERS: .EQUIPMENT USED: ~ ACCOUNT OF W4RK AND DISCIlSSIONS TRAFFIC SIGNS AND BARRICADES CHECKED: A.M. P.M. STREETS CLOSED: . TIME: WORK: e!!!~j ra/ i~ " ~O ~~P. ~ t~~Z1~Q l'i-~~, .C • ~ 11~~rs7i~ rs7r~.ilQ~~./i~ ,~~G.)er aCT i ~ 1e „ ~e ~o6/omf fe ~ld 'o,1e e.,~Ic~ (continued on back) TESTS: WORK DELAYS: . AS BUILT NOTES: CITIZENS CONCERNS: , . . UTILILTY/PROPERTY DAMAGE: t C)IEWED BY - PROJECT ENGINEER CONSTRUCTION ENGINEER: PAGE OF DATE: . . ~ f,.; . . . i ACCOUNT OF WORK (CONT'D) . T I ME : WORK : c%r-r~P i'rr ~c cv;~,Zed~' . :~l~ f~~r.~ oo.~ ~De s~rn~~d w,~er~ i,~"' or~~ urd ~q~ ~ o4e4" 7~e~a. :.~es> O17 e ;O~lf/Li-CGZ -Al ~ ctr.S ~ef ~ ~ / • J~2v_ .7 ' On C~c.cr~s t G!C=C ' s i ~ ~2er1~- ~2ac ~ ~ , ~ . INSPECTOR'S.-. PROJECT NO.., . c~~',s'2r PROJEC7 : , ~ ~o%~ ~e~~ ~"x~,cn,r•'a~r CONTRACTOR: WORK PERIOD: A.M. P.M. WEATHER A.M. : P.M. : VISITORS: ~ . . MANPOWER AND EQUlPMENT SUPER I NTENDENT : FOREMAN : OPERATORS: ~ LABORERS: ~C SURVEYORS: FLAGMEN: OTHERS: -EQUIPMENT USED: . , -ACCOUNT OF WORK -AND DtSCUSSIONS TRAFFIC SIGNS AND BARRICADES CHECKED: A.M. - P.M. STREETS CLOSED: . . . TIME: . WORK: ~ A0/.1 ' /T¢'/~~ i x5le ~ . ~ ir~✓ ~Cr % , 1 ~~~,~ac- ,'o . / . .t/-- 1,-eY 0" 40 Qf~d. ~ P_ Gl~.s'1T~G~~^ f` •!'_P. ~T'e~ 7'Y!P S'P~..r 9G~v' lli~P ~~s~~./ o.~ ~ • (continued on back) TESTS: WORK DELAYS: . AS BUILT NOTES: CITIZENS CONCERNS: UTILILTY/PROPERTY DAMAGE: ~_{_,AEWED BY PROJECT ENGINEER CONSTRUCTION 'ENGINEER: PAGE OF DATE: ~d ACCOUNT OF WORK (CONT'D) TIME: WORK: . . . ; INSPECTOR'S--. )PECTOR: PROJECT NO:: ,PROJECT: - CONTRACTOR: ~c~~,,r~y{,~,~•~,,., WORK PERIOD: A.M. P.M. WEATH ER A . M . : P. M. VISITORS: . MANPQINER AND EQUIPMENT SUPERINTENDENT: f/~ ,,FOREMAN: OPERATORS: ~ LABORERS:~ SURVEYORS: FLAGMEN: OTHERS: .EQU I PMENT USED : s~~,P ~r - _ . ~ ACCOUNT- OF WORK 'AND DISCUSSIONS TRAFFIC SIGNS AND BARRICADES CNECKED: A.M. P.M. STREETS CLOSED: - TIME: _ WORK: ~ <i~ t /o ~~r r~a~.i> >`rcrr~ .~G ~~O ~O S~ci ~.,9~Cr~ T/~C ~ ~ "l~~r a.o • r'~ ~r~,r.fC~ ~r~~.~.r1' ~:r' c~GC. Ag • ~'s"1.~ ~ ~2P ~3~`" ~-n~o . . - (continued on back) TESTS: WORK DELAYS: . AS BUILT NOTES: CITIZENS CONCERNS: UTILILTY/PROPERTY DAMAGE: . . . ~ ~ [EWED BY - PROJECT EN6INEER CONSTRUCTION ENGINE'ER: PAGE OF DATE: Z,-52 /2 5~j;, ; ~5- / ff Ll~-^ ACCOUNT OF WORK (CONT'D) ~ TIME: WORK: . . ~ . , . . . ~ ~t . . . ~ ' INSPECTOR'S... • . -PEC70R: PROJECT N0.• . PROJ ECT : ;i~r~/_y ,q~~;•~*, ' CONTRACTOR: WORK PERIOD: A.M. P.M. WEATHER A.M.: P.M.: VISITORS: MANPQWER AND EQUIPMENT SUPERINTENDENT: FOREMAN: OPERATORS: LABORERS:.SURVEYORS: FLAGMEN: OTHERS: . .EQUIPMENT USED: - . - ' g ACCOUNT -4F WORK AND DISCUSSIONS TRAFFIC SIGNS AND BARRICADES CHECKED: A.M. . P.M. STREETS CLOSED: . . . TIME: . WORK: ' U/7 - J / . .r,- Z~rZ~;n ~~~gQ ~,✓~i1~G~~I''.. ~fii. i ~ c~ c~~,r.~{f D c2i~~ s ~Cl ~i7 ~i7~Ar-,~ • /Yii.v. _ ~h . •r77 ~rC v~' ~?7P ~ i_~~~~ ~.~iTl '7i?G ~ ° 7- m~rsU~ad c~r r~ ,s'A (cont i nued on back) TESTS : . . , . . WORK DELAYS: . . AS BUILT NOTES: CITIZENS CONCERNS: UTILILTY/PROPERTY DAMAGE: 1~EWED BY - PROJECT- E(VGINEER :-CONSTRUCTION ENGINEER: PAGE OF . DATE: //Ly - ORK (CONT'D) UNT Q~ W . ACCQ 1, -1.A woRrc . . ~r~~.s ,el t , -,4-Aae ~ j. p ' • 7 l~fi' ~ " . ° =s • . ~ ~ ~ • . 4 'r ~ ► ~ I- /Ylii .✓•.-~.._~~'l~r+ _ ~ .l~.S' ~4t"1Z ~ ~ I/e a~w~ • / ~ ~ , J& ~ ~ ~ ofh -rccsc~ a4 A 01 Ve Z1~~, ~ ~._./~s , C- ` r r ~ l Or~ r _ INSPECTOR'S-.. . CiPECTOR: PROJECT NO:: P ROJ ECT : 4e, CONTRACTOR: WORK-PERIOD: A.M. P.M. WEATHER A.M. : P.M. VISITORS: . MANPOWER AND EQUIPMENT , SUPERINTENDENT: FOREMAN: - OPERATORS: ~ LABORERS: y SURVEYORS: FLAGMEN: OTHERS: .EQU I PMENT USED : 'ACCOUNT OF WORK ANDDISCUSSIQNS TRAFFIC SIGNS AND BARRICADES CNECKED: A.M. P.M.- STREETS CLOSED: TIME: WORK: PlLLl !.-~,4..~ /~/'I.T~A~~ ~ .r,,.. ds!-Gf/~~ /~7t1/ 7 e"_~,~l~~/~ .f"~! e~ ~ ~ ~44~ . 's~~ ,q ,~s ~ ) ~~P~! .~~r~ea (conti nued on back) . TESTS: . ~ - . WORK DELAYS: AS BU I LT NOTES : CITIZENS CONCERNS: UTILILTY/PROPERTY DAMAGE: U JEWED BY - PROJECT ENGINEER CONSTRUCTION EN6INEER: PAGE OF DATE: ' ~ oNT' a) -r o wofIK F t~ ~ C'CCJVM . A've A ,lG : ~IE WORK D:~ 9s.1~, o~ . a ~ re yr ~.I e 0 ' d h s e a4ew yM ~ , ~-S/ f , ~ , ~ %~°r.... _ . . ~ • . ~ r ~ ~ ` IN~6PECTOR'S-. UAILY. REPORT • PEC70R: PROJECT N0: :_zf~ 7 PROJ ECT : et7S~1 7 CONTRACTOR: ,lfoe 7 WORK PERIOD: A.M. ~ P.M. WEATHER A.M.: P.M. VISITORS: . MANPOWER AND EQU.IPMENT SUPERINTENDENT: 4re FOREMAN: OPERATORS: ~ LABORERS:- SURVEYORS: FLAGMEN: OTHERS: .EQUIPMENT USED: ACCOUNT -OF WORK AND DISCUSStONS oo - . _ . . . . . . . TRAFFIC SIGNS AND BARRICADES CHECKED: A.M. . . P.M. STREETS CLOSED: . . . TIME: WORK: / ~J1 T / / . 7 / i - . (conti nued on back) TESTS: . WORK DELAYS: . AS BUILT NOTES: CITIZENS CONCERNS: , . . . UTILILTY/PROPERTY DAMAGE: i Lj,[EWED 6Y - PROJECT ENGINEER CONSTRUCTION ENGINEER: . PAGE OF DATE : ~Di'! pUNT 4F WQ~K (CONT'D) ~ ACC T IME : , , WORK = , ~ ~ i . r r. / INSPECTOR'S REPOR'T . ~SPECTOR: ~ ~ . , . /r•//~ , PROJ ECT NO PROJ ECT : 1 s'~ol8 CONTRACTOR: WORK PERIOD: A.M. P.M. WEATHER _ A.M.: p,M,; VISITORS: MANPOWER AND EQU.IPMENT SUPERINTENDENT: FOREMAN: OPERATORS: ~ LABORERS:- .~t SURVEYORS: FLAGMEN: OTHERS: .EQU I PMENT USED : r ACCOUNT OF WORK AND DISCUSSIONS o . TRAFFIC SIGNS AND BARRICADES CHECKED: A.M. P.M. STREETS CLOSED: - TIME: WORK: . . i Z~C / yk~ / . ~ - `Tf Sts* / WORK DELAYS: ~ivea wAck- l,)~ fLi'v&,r,cvix,kc. 3e-n AS BUILT NOTES: CITIZENS CONCERNS: , . . UTILILTY/PROPERTY DAMAGE: . U,,IEWED BY - PROJECT ENGINEER CONSTRUCTION ENGINEER: , PAG E 0 F DAT E: - . ; . UNT OF WORK (CONT"D) ACCO ~ TIME: WORK: . ~ t , AG RA Earth & Fnvironmental DAILY ~FIELD REPORT o . ~bJECT NME PROJECT No. FIE'.D REPORT No. ~ DATE PAGE LOCATION OF ~ ARRIYAL 71ME OAY Of WEEK 7:00 SSMTWTa CUENT OR OWNER , CIIENT OR OWNER'S REPRESENTATIYE / PNONE No. u~ 5~~ GENERAL CONTAAC Ofi COMRACTORS AEPRESENTATiVE / PHONE No. SUBCONTRACTOR ' SUBCAPfTRACTOR'S REPRESENTAI'iVE / PHONE No. ~ ~f'I~IE?20/J AGRA E3E FtELD REPRESENTATIVE A PROJ T MANAZR • WEATMER Eall:PlAENT USED • t Cw'u-~ /4^4/r COMMENTS (Oescnbe woAc cmnpleted during the daY. eM Problems and thek solutions) b Qd,J S i 774F AlngZI~ &LD-LOW A -7 to ~re -57'S - ~ aRA E8E Field Representative Z ~ AGRA E&E Project hAanager ` Contractors Representative Date.L*hC5- ConGnued ❑ AGfiA EeM 3 Environmental. Inc. (Rev. 7194) - . • ` ',AGRA Earth & Environmental MATERIAL FIELD REPORT ECT NAME ~ • ~ . ~ PAOJECT No. FtEID RE No. ~t l.)t-y-~ ? ~ 1~I l / ~ IOCATtON OA TE~~~ f~s PAGE ~ OF PERMIT NUMBER WEATHER eco"4tj CUENT OA OW ER . ENGINEER GENERAL CONTRACTOH r ARCHITECT a• y. =r•ti r~-S UC. •,y:.,.~~.r.~.i "M-s'~'J 'r r wria • ~~/d ;~~~C pr~aS:Q1'.c. . ~ r i.n'7v ~ ;W_~• L• ~~7. •a,•. f, ~O~F;Tf~TIlR~iINSPEC ~P x r'Q~~[:~PECTI ` ~5~% r : . tia~; ~..i~:~: s . . ~.rr~-~~', z u~,: -r.; C !r% ~ y. ~tt ' ~'.~e`e' :fG~ i~Y:t~Q~.y;:Y ~t=.h::.~'~~~~~~'~ 1' .~.~i►t~=• 13~t~+r ' ~RESTEEL ~ STRUCTURAL STEEI FABRICAl10N ❑ FoonNcs ❑ cOLuMws Fl AEINFORGEO CONGRETE ~ STRUCTURAL STEEL EREC710N C] AUGER CAST PIUNa ~ SlA6-0N-GRAOE ~ REINFORGED MASONRY DEXPANSION BOLTS ❑ GRADE BEAMS ❑STR~~~ GRADE ~ SHOTCRETE n•FlRE PROOFING ~ WALLS Cj POSTTENStONED SLAB ~ orHER (svedhrl (200"Lb-re- ~ oniER (svedhr) (2uA-$5 ri t~i~ ~ z 1 s- r ;"c :yt 'ati9'uen..'.'-t~*y`i, f/ . . t.t~y^ f firR,:ZGr i+~-•,-{•~Jr- ` ''iS~','•Zt` M"'?. M 'l GRIDS QLL4U-215 (5 iv su~ ~A.Pa i4u6~f-- . RKS OOPlTIPlUED ~ . SUPPUEA A~,Me MIX! SUPPUER • . . MATERlALTEST REP4RT No. O~ MATERIALTEST REPORT 1`!0. SLUMP (1N.) AlR CONTEPlT ~ • StUiNP (1N.) - ' DESIGti S7fiEljM(PSQ OESIGN STREAG?H (PSQ ' • • Na OF SAMPLES 3 No. OF SAMPLES TOTAL CU YARDS RLACED TOTAL CU YAROS PiACED . COHCRETE TFJu[P. (Oeg F.) • QROIlT 1'EMP. (Dey F.) TIME ys AlR TEMP. T1ME . A1R TEMP. ` . . - ' , , TYPE OF MORTAR ~YES IF NO, QCPWN MAT£AtAL TEST REPOAT No. 0 NO SLUMP (IN.) ' DESIGN STRENGTH (PSI) No. OF SAMPLES TOTAL CU YAROS PLACED MORTAR TEMP. (Oep F.) TIME AIR TEMP. ~ Inspector Date ACsRA Earth 3 Envtromnerttal, tnc. (fier.ll/'94) ' • • ' ' + . . , INLAND PACIFIC ENGINEERING - TRANSMITTAL ~ 707 W. 7'th Avenue, Sutte 200 Spokane, WA (509)4584i840 Fax: (509)458-6844 . ;:fr•.?~~:::~=: =:::.:v::::r• • :;~t?~:::s::::::~:::::; : ~ • r:~v...~~ ::x•. ` ::~.z~.~:._.:•~ :;~r:•::•: . ~ .}'.'~{:::~:{~::•::i~J}:i'rr:.~'~ ..hw. ,•~ti{ i};}~ : 1L'.'. ~ ~ ~ TO: S okane Coun En ~neerin p tY 9 9 .A... .:::::::.::::::::::.::.:::.:<::::<.: nL :.`lf.::-.:•:•:..~ f. :.•?}.:•l'. J. ~ 1.ti':.'. J~.'J::.:ti:•~•::•: i .'.Y.~~[~~~,~,.:~.i.'i :.tiY.'.{'i:.:•.{•:•:....... 1026 W. Broadway r{.} :lfti~':.'.._::::•:l.':.~'::: :•::'::fl.•:..~::.:..'::::.:'::..~~•..~•::::l... 1 yV~ :.Lt~ Y.. • J' {~J..:• !.ti ~ _ _ Q • • ' ~ ~ 1 r;~::::~y-~i:i:`• Spokane Wa. 99260-0170 {7~~i :;~t C~_.._... • . }i ~ • ~ . • til }Vti.•N.' .1~J~ti'J . f:ti{~J~Y.::.~. :•}Y•}.•.{ ~ : j?.:. .tiY.:~ ~ _ ~ :l.SSC' ~ : l: J y ~:{{'~l.•..' ~•:.:•:.h.:ti.~ !.1'. ti,{ . J...~ . _ f. f4x . } } , ~titi•~ : ~i ~ •.~:~::•:'•?+}r ~ •{y .'.ti•i~.'.•}::` :}}fS" i}r i}:: ,"~t~,'}rr:: r>::: r:: i:{{S rr:{{;: ~ . rrr:r:::~:.. ~{'......•..:_:.;:.tiV ' l ~~•~Y~~ ~ J.~: i'':'•.:ti1 L•l::::. •:•f. f , : y1Y~_~:~ YN•:•:~:•.:• ` :•~.Y..Y:::::. ~ ..~{Yy. .V'. Y ~ ti ~{{.l:~ ~ ...~........1:::. ~ ~:•:•:.'.'.•.~::~.{{ti~.: . ti:'.`~"::•.:~..~.•... .1~~ . ' _ _ _ _......i : i.:•:.V:: ~ • ~ti~'•• : . ~ 'llii.•::: • .1. ':'4lj'.•: ::_:•V. '.~!J".'...:::• 1I1.~{.~li:•:::'~•i:::.:•:.ir ..l~J}.•J."•.' ~ .ti; `..f •:i}::•.'.•: :•::•:•~•i: •:•f.':~:•f' : ~•:.•:.•.•.Y:: J.'.::~.~ ~f:ti:~.}'.Y~':i?•.:::.~.~. ~rtir~.~:::~:r::%r'~x•.s:~::=::~';',•'•::•o-; ::•.~r.•.#•: ; ::'::~::~ic.t•:::::::.: :...,~:h:. P. . ~EC'i'~~A~~i~.~~ AITENTI~N• . Ed Pa , : ~ .ti.: : ~w:~i:~:v' ;:}}y -:{"r}: ' vr. ~ }.v: • ;~:3~»:~:::::~;:::~: • :~<f3~;: . ~ ti r:~:::::'~~:~::•:::: •<•>:•::•:::•x~::.;•. klx•;::•::•: ;•P~:. • - i:;'t•': N ti•: • hc.•::•:: n; ' :tiiq:'t~:::: . . - : ~ ~•~tn. :L:'" 'rrY{:;:::[::.. } •'.~~i.• }.4. .rr...~. ':b'':::~:::::~:~:?'~'i :•i:•~ .'9.. ::~iM1•frr :v:: ..,+X.r,.~'r::-:'~' :•,:};C;; .:':''•rr'•'u•r . {v}:~ ~ •Sv v. ~ : v ' ti+?v: ~7r vY~Y~ ' 4iii "tij$: ~ \......:iii:::.:'~.~.""..:r::Tiy}.: ~ . :~i:•::~~.'-5.:~::>:_T7:{{,~ti::•i?:•i_•}:•}':•}'• :~:vtYt"•"•r'•~' ~'.',~r}:::'•:.~''.$'{}~''r:: . vi:. •.ti~ v}:CC.; ::::.v.;7}${+{:i; .:'{{v . . . r, ~ :Liv}i: . +•?S ::,tiitiv:{:.:::::4i: . }{C{.v ti?ti;;~ ti•{i: • ti~v,;:~:-i~-?:~}: r~..:. :.v:::::::::: ~ r: :?~i}'v'•"F. F . PROJECT PE •:i.;;.}:: .f,.tlti.}:%:.:--.~:~:~}:{~~vi:'r:~:t~$:{:1~;:•,:•:$:~:•:C•:-:{:`?:::};:.i}:.~.ii i:.J': •}.~Fi,}x~• i'ii "r } w: : ti . -1414-81 r }.1,.. fJ'.::• ._...1.•. ~ i.::._ . l.~•J.:::• l::{•:::'.:•:. ~ ::Y:..... . : ':::.1'll:: J..:: ~ ~ „ . . . , . Description: • Prints 0. Copy of Letter 0 Copies of app. plans 0 Original Drawing 0 Contract Documents D Work Authorization 0 -Drainage Report ■ Inspection Reports No. Copies Description 5 pages of daily inspection reports, including concrete test results. s ~ ~ . gg dq Purpose ■ Information D Review & Comments ■ Per Your Request * Written Approval 0 Signature & Return ❑ . . Remarks Ed- _ As per your request, 1 have included copies of the latest daily inspection repores from AGRA. Updated inspection reports are sent out in t he mai l on Mon days by AGRA Earth and Environmental. If you need any further information, or have any questions, please let me know. Signed: ~ K IF C El V irm ~ ~ Bruce A. Howard, E.I.T. ~ cc: file = OCT 2 51995 . ; SPOKAidE t'AUNtY tNiiiNEER 4 • 3 AG RA V E D ~ Earth & Environmenfal pCT 2 41995 ESo r~o~r► Foou►uis o~Ye. s~,ice soo . Spokane.'"as'`"gt°". U.S.A. 9920' LETTE R Q F TRAN S M I1TAL (509) 482-0104 Fax (509) 482-0202 V /15 ~ Dnre .we No. To ATTENTION LW l~ 1 r 6~ ~~co~.k / ~ RE: J 0 ( a WE ARE SENDING YOU O Attached O Under separate cover via the following items: • Report 0 Prints O Pians G 3 1/2" Disk O 5 1/4" Disk O Letter O Shop drawings O Specifications ❑ COPIES ~ OATE ~ NO. ( . DESCRIPTION t Li . I~ - - - - THESE ARE TRANSM{TTED as checked below: • Forapproval O Approved as submitted O Resubmit copies for approvai O For-your use O Approved as no#ed O Submit. copies for distribution O As requested O Returned for corrections O Retum corrected prints O For review and comment O O FOR BIDS DUE 19 O PRINTS RETURNED AFTER LOAfV TO US REMARKS ~ e- < -4V f .Nl' P•t tir ~ ~ COPY TO SIGNED AGAA EaM d Environmental. Inc. (Rev. 7/94) • ` a , AG RA Earth & Environmental DAILY FIELD RFPORT ~ PROJE ME . ~ PROJECT No. FIELD REPORT No. 's° i a- ~ ~ l 1 ,13 LOCATION ~ OATE PAGE oF~ ARRIVAL T1ME OAY OF WEEK , g:qv aSSM'fWTF CLIENT OR OWKER CLIENT OA OWNER"S REPRESENTATIVE / PHONE No. JL>ePJSl ~ 4=" GENERAL CONTRIECTOR ~ CONTRACTOR'S FtEPRESENTATIVE / PHONE No. SUBCOPfTAACTOR SUBCO(YTRACTOfi"S HEPRESENTATIVE / PHONE No. - AGRA E&E FtELD fiEPRESENTATIVE AGRA E&E PROJECT MANAGER -,.o• b34!~, WEATHER EQUIPMEtJT USED' • C!J,0LX:~~ L 11'.1 coMMErrrs (oes«be work oompecea aurt,g me aay-, anr proolems era cWr sautions) - Ae"t~ ~ ~ pgjwp v ~ LL) =L( Q~ 'ML-C15; C04Z'l~f_.).I.l.~ ItA~ u) ~~.E&ID • ~ v . A..3Q- ] i-V A-r)-' gbe- ca47Z - 96 S cW 7?&)[.c&~10 7~~u4E4ac~.T GabLg;AJ A A J&.• r . . , ~ GRA E&E Field Representative AGRA E&E Pro1'ect Mana9e~'4'A 7 \ Contractor's Representative Date Jcy/~! Continued ❑ AGRA Earth b Envirorxnental. lnc. -(Rov. 7184) - ' . . r r ' , AG RA Earth & Environmental DAILY FIELD REPORT ~ PROJECT NAME ~ PROJECT No. FIELD HEPO T No. 12- l3l / ~ IOCATION ' DATE PAGE ~~TIIME e aFARRDAY OF YVEEK CLIE OWNER oO /'rw S S M T W6 N . CUENT OA OWNERS REPRESENTATIVE / PHONE No. C670 GENERAL CONTRACTJ CONTRACTOR°S REPRESENTATtVE / PHONE No. SUBCONTRACTOR SUBCONTRACTOR'S REPRESENTATIVE / PHONE No. ~ AGRA E3E FIELO REP ESENTATIVE AGRA E PROJECT MANAGER b&72.. 1 Ag~-eC,o WEATHER EQ:JIPMENT USEO - Co9r . /SPOO,k 4*c` / A4Ar-&)Z- 7 Jeu`. 0-, a C.r, S ~,4T `~•j4^ q" ZC'?Z.. . . COMMENTS (Oescribe wwk completed during the day, ar►Y Problertss arxf thetr sotutions) - 'aget ' ~ ~~e~ ~~L~ ~SI~L~S t{~ ~ C►~~c.J_[ (tiIC,~~b ~ ~~,~j20~' ~SB onA SAC? K! tLC. zUtzs POle- s1D41S:' Sr;2tJve&3 _ °_E#~l~' ~°...~:!~.a-, ~~TZS ~^~9t`a'c~ - ~ , ~ GRA E&E Field Representative ' AGRA ESE Project Manager AAQ~- r- Contractors Representative Date 1~/ Continued ❑ AGRA EaRh d. EmrEronmental, Inc. (Rev. 7/94) INLAND PACIFIC ENGINEER.ING - TRANSMITTAL 707 W. Tth Avenue, Suite 200 Spokane, WA (509)458-6840 Fax: (509)458-6844 ' r•~~~~~•'• ~:>r:::::•;;'::::~:: . . yy,.{-.: ~ : • ti i:fi:::::. TO• . Spo a ty gi g k ne Coun En neerin ~g~~: . r.......: . r•}'{:~{i}Sir}i ~:iv:?:..:~..LC:;:.:; -?i'r'.'_}•'..':: i:5}:~$i$$':'r i::ti,.:: . :ti )~;?{ti%~:.•::~:: i:•:.: . f,f . r1:{ti;.'r'"r-.:"v:.ti..x;~ _ ~~i'r::•'::.r;i 7.x;w..:..:: . . ti~F i vi: i: •..:.Yv:•i:. ~ r. ~ :v. :S{:j}T'r t~'~.{•: {=Ti: }}}::::•Y'i ::•ii ~.y f? •J~fJX: Jl.:: • ..•P.7 l: f':..'.•:.•.•J.•%'.'.•.•:ti'!l:•fl:.•.:• 1026 W. Broadwa iL}•:::: Y • ~ ~{ti 1L:': y}.L~.V:: f:::.: ~ : • ~ • f:l.'.::'•:•: tl. i!. ~ .•.Y.'li l.:.::•:.?'::.ti :..~.{'J.:{•... :'.ti{':J••:~:'.•: :::'.Y{y' : . : :{{:M r `L+i kane Wa. 99260-0170 Spo.:~. f.:.~5.. . :.r. . ~ . . . . : : : . . : : . . . t . . i••:::•:::.... : ~ ~v:::~.::~ ~ . r.:~r:::<~: ti;:::.:::::::: ~ • ..y::=:<•:; ; • - r.t : • , . . . , . : •~uf : ; ::v:. ~ ~ ~ . k •r•:: ~::;;.ay vY.•i}'r'r • w.4Y i :.tit•.'>.'.:.•.':;~.'.;~ . •r:: ~~:r~':::.>::iii::;::;;:;~:~:..r ~ . • A ~~t:•.;~~:.:;:;:::• ~c v:. i Y:•`.;•;::;?:; :~:i,~':~~:: S~r ~r r t,-•:.:. r:c•:•r:~::•: ~ ~ .,r:-.~: ,y:•:::: -:::.,.:.y ~},'~}v,.,-•.s:.:;•::::: ; ; ;;ti; r:.: • r.•::::•:. ~ rr: : :.t; ::::::<:ir:::::~: ii~ ~::Y:~::•.`::;=::::~:::;` :.::.:;c ....~''.:::::'.~i~..: w..~.:~.tiA'~'~._'•. ^Cv,~..:::::: .;y.: . . } ~ ; i . , A'TTENTION• . Ed Par ~ ~1~=:::~i~#~~=::~~#~:~~`:~~~ ry, ..,.k.::.. r:..j;:::: ~ <:;:1:1;•. :::r :•::•::•ti::::::~:: v; M• •vk ~ ~ . ♦ :.ti?• f•: ';:r :•r.}~ : r •.{•}'r}: Y:v ..i r . :•k. L r. ~ : i :::r ~ nw: ~ ~ ::::w S~ .titi~Ltil•.~ • :~.L.~f ~ ~ ~ :.1~ ::1}}rf~~• w::.:~:.~:...• ::.:::::::.:::::•.~.w:. . '4 ~ :•:Y.• 1Y.•~• •':•}:•:l. . h•. •a:i•: :~?7:tivX?{,1:~}:::~ ' '':::i::'-~ . . j~•lll: I'.: • 1' :.1:ti ::•:Y::.•..:•.}l~ Y{i f: f Vi:' :.•.•:..i . V.'fj~•~ :.1~•J•::•::•i:ti•:;•:::•:~•::1y~ ::1•lJ...: J:Yl: ~ ~C~:?' :::ti: ll..:::':.-:..... . t...:: Vti:".':.•.:'.. y . ti j.i :•.•.:•:•.'}.•r:.:.:: •~i~ :ry..{•t:':'l}.'.ti:'{.;il~:{4•i}:{i?._?....~..ti?Yl'.Y.•.•!~.'.:~..• . : f}tfr •f%.:'::: t::•: • •.t~':. ~i~YC:. 4•'f.•:.~: .1V1y . ; • . ' f'~jy.: f.•.•. li 1..ti•:::: ~ ~ :Y :,:~'.`~d_:`.• :i;'i•:::: .:=:=:~:.;~:~:~:~»:...s . . ~ :•.w:•: ..r:::: ~ f-< ri: PROJEC : T . PE-1414-81 ~ - - - ...~x~ . ; KECE_. Description: 13 Prints 0 Copy of Letter 11 Copies of app. pl ns NOV n j 1995 ~ : . ❑ Originai Drawing 0 Contract Documents ❑ 5POKAHE Co~~~~ EING~MEE ❑ Work Authorization 0 Drainage Report ■ Inspection reports. No. Copies Description ~ 1 letter to K.C. Construction dated 11 /1 /95 _ IPE daily insp. reports 10/25 - 10/30 + AGRA insp. reports - 1 proctor analysisj 8 daily #16-20, 1 cylirrder test 7 day. ~ Purpose ■ Information D Review & Comments ■ Per Your Request ❑ Written Approval 0 Signature & Return 0 . Remarks Ed- As per your request, I have included the inspection reports mentioned above. If you need any further information, or have*any questions, please let me know. - Si9ned: ! Bruce A. Howard, E.I.T. . . . , cc: file ; r F- 17; ° NQV 0 ' 1995 ~ s r ~ $POhWA CU~ail6Y kOGINEER ~ 4 • • • 7 . z INLAND PACIFIC ENGINEERING, INC. November 1, 1995 ~ IPE W.O.#95617 K.C. Construction 2025 W. Dakota Ave. P.O. Box 1455 Hayden Lake, Idaho 83835 Attn: Mike Klicka RE: Riverwalk 2nd Addition Pa ving Dear Mike: We have received the "Acceptance Letter" from Spokane County for the above mentioned project. All applicable construction permits should be available at this time. We understand the importance of the construction schedule.and paving of this project. The weather is slowing the pavi.ng process at this time, so I would like to inform you of several items that need to be addressed as soon as possible. 1. Ma.nhole ring and covers need to be raised to grade. . 2. Water valve boxes need to be raised to grade. 3. Compaction and grading of crushed surfaci.ng base course needs to be completed along the face of the gutter line as to reveal4" of exposure. (2" of Class "E" and 2" of Class "A") - 4. The existing edge of asphalt at approximate station needs to be saw cut and tack coat applied prior to paving, as a clean smooth surface is needed for a good joint. 5. The curb and gutter face needs to be tack coated prior to paving. 6. Per section 5-04.3(5)A of 1994 Standard Specifications "A tack coat of asphalt applied at a rate of 0.02 to 0.08 gallon per square yard of retained asphalt shall be applied to all paved surfaces on which any course of asphalt concrete is to be placed or abutted." 7. Per the letter from Spokane County dated October 24, 1995 (copy enclosed) item C states " The gutter portion of the Type "B" curb was found to be only 5.5" thick, instead of the 6" thickness required in the standards. I would suggest these items be addressed as soon as possible, as they may result i.n future problems. The sub-standard curb is the most pressing item at this time. You should contact Bill Johns at Spokane County for the requirements of acceptance of the curb in question. - ~ F_ I"'PJ I tMWW0AbvFdx2 la ' 707 West 7th . Suite 200 Spokane, Washington 99204 509-458-6840 FAX: 509-458-6844 ! If you have any questions please give me a call at our office. Q Sincerely, Inland Pacific Engineering, Inc. C ! . . Bruce A. Howard, E.I.T. Project Manager cc: Projeci F'~le Vem Javobson Spokane County Engineer's Offce: Ed Parry . . • = 10/?4/95 14:48 '$509 3243478 COUNTY ENGINEERS 0002- - i . . t S F' U?~ A N~ C O U N T X t - Divtstort cF ErccuvssmG aiw kowns • A DsvtsroN oF THE Pusue Wuxtcs DEPaxrAENT wutsSm A. rahrs, p.F_. ACetng caaney Meft~ M. scorc. rM. D:rr,:tot ~'~hY oc~,aber 24, l.s9s 1~000 wm fvtC 3;V0 Tvaucsr H6aAewz1 Edward Dean ~ ~ ~~k%+ C~ I"1+~ s~wn s~~e L.P. P , ORCUTIW c~s `T~t+S 16720 NE 116th Street 1, kedmond, V~IA 9$OS2 SUBJECT: PI414A - Riveswatlc Lst Addition Stop VVork Otder - Unauthorfzed Constxttdioa ia Counrty R,ight of Way I)ear Mr. Dean: . I have been iaformed that yau :ire performing coastuction wotk- in Spokaue Counry Right ot Way for Iudiana Avenv,e withou: a pr,rnait? as weil as without ac~ted road and drainage plans_ I acu ncstifyiag yav that you m iit violatiQn of the provisiow of Spokan,e County Code §9.14 and §9.40. Under thc. ptovi9ions of Spokme Coulgy Ccxle. 19.14 and §9.40 ,I a,m heteby airecting yQU to ' ' vcesse a1i conutruction-nIated activitp within the publie Rs&-uf-Way on this projecL . If you consinue with consmictiott-rtiated activ;ty withia the public Right-of-Way on this project aftcr rcceipt of tfiis Ietter, Z w1i contaci the Spokane County Shecifl's Depa,rement and nutify them to anforce this stap rvork (mder_ In additioii.. -tio ccasing atI consttuction-relaced acrivity within the public Righi-of-l~ay on this project, yuu are direcrbd to properly secure aJl excavations so as not, to present a ttuisance, attractive or o#berwiae, tn the safery of the gcrteral public. In arder m teceive a perrnit for woric in the public Right-of•Way on rhis project, road and dtainage plans meeting thc rcquirements of the Spokane Couniy Raad Scandards must be submittd, and receive dcr,cptam;e from the Cuunty Engineec, as nated in Section 5,41 of thc Spokane CoLoq Stdndards for Rmd arrd Sewer ConrtrtuYion. To datre (as of 11: 00 a_ m. October 24) 1995) che pLins for this projecc have nUt been accerted by the County Engineer's O#fice, nor ~ias any germir been issued. ~ • loZ6w, BroadNrey Ave. • SQokaww. V!A9s26o-oifn •(sa4f 664Moo FAx tSc91324,Un iTD: rso9I 324-3166 _ ' T ; A/24/95 14: 49 'US08 3243478 COUN'fY fiNGINEERS IZ003 . Edward Aean . P1414A - Rfiverwalk lst Tecrace Addition 3top Work Otder October 24, 1995 Pagc 2 of 2 Tn addition, my reprimentatives observed {in the morning of (ktober 24, 1995) several items which will have an impact on thc acceptance of this road: a. Thexe was aQparently no oonstruction inspector visible on the site, with xoad bese caurae and ooncrete curb work in progress; - b. The curb on the south sidc of Indiana apgeared to have not beetl adequaLely protected frorn the weatb,ef, in tt.Lai the packmasked finisU indicates exposure to rain; and c_ 'ile guuer portion of ifie Type 'B" curb was found ta be only 514" dlick, instead of the 6" rhickness required in thc standards. These observadofls indicate to aie that thc consirucr.ian inspection cffQrt by your agents on this groject is sorely insufficient, and immediate corrective action is reguired to ensure that all work _to be installed is const=ucted in acwndancc with the pldn.s and speciftcations. Failure to ensure that thc work is ptaperly ovnstruCted will preciude the County fYOm accepting the wark. Any ° surery pasted for the construction of this work will noc released or reduced uiYtil ~.1 the work has been demvnstrated to meet the specifications. I am also a+dvising you that withovt a permit, the Cauary will not be able co finalize Ole plaL. Should you need any clarifieation on the contcrn of this lcmr, please ca11 me at 456-3600 to cstabiish a mutvally convenitnt 6me to meel and discuss your questious. I am also expecting that you will eall to inform me of tfiu, correctzve action you are taking. Sincerely, . . ~ William A. Jo , P.E. Acting Spokane Gouaty Enginee~ cc: Prnjeci fila Spnkane Caunxy EtginCCr's Officc:l3iU Hcn=ings , 7-try Lightfoot - Deffiis Scott , Spaicanc CatZLcy Prosccutor's Offtca Jim Emacio, Miloc I?ctnpscy 1PBC: Todd Whipplc . 7nnF)1 ..^f-. .-.•,..r,..,......... • - , AG RA -15arth & Environmental E 520 North Foothills Drive. Suite 600 Sp°ka"e. "'as""9`on. U.S.A. 9920' - LE1TE R O F TRAN S M ITTAL ~N (509) d82-0104 Fax (509) 482-0202 `~p ` To e Ai l ' OATE JOB NO. a - ~ ~ ATTENTI{ ON 4 1~ E l~~o ~ a•^ ,l~' ~.•~ce clc 1 ~ ~ ~ RE: ! ~Jtflc 1~aoCr-1a Afd ~ WE ARE SENDING YOU d-Attached O Under separate cover via the following items: n-Report O Prints O Plans ❑ 3 1/2" Disk 0 5 1/4° Disk O Letter O Shop drawings O Specifications O COPIES ~ DATE ~ NO. I OESCRIPTION L • I. /'GCA r 1 4 & k , 1 C t C Dxt-t F, e_ ic1 r lc "02o L ~ ~ ~ l. `ri s ~ . _ . THESE ARE TRANSMITTED as checked below: O For approval O Approved as submitted Resubmit copies for approval B'For your use O Approved as noted O Submif copies for distribution O As requested O Retumed for corrections O Retum. corrected prints ❑ For review and comment O - - O FOR BIDS DIJE 19 O PRINTS -RETURNED AFTER- LOAN i O US REMARKS J,-i✓ (c•✓Q~ ~~c_ ` c • c7 ~ (.CJ 14,6100 e- ~a.eri - ~ ~ . COPY TO SIGNED AGFIA Earu, a Er,vtronrr,ental. Inc. (Rev. 7/94) . PROCTOR ANALYStS ~oA~: ~la~ lqs ~rff~ ,[aoni.~rrenta! a. . ~ tAB NO:aFs E, ~2p Naitti.Fo . o 111s Orive. Suite 600 _ . Ahu-rZLR_t~ S kane, Washingfon. U.S.A. 99207 T~~AtJ t~ ' Po . ~ ~ . PAOJECT: _ ~ A Lv, PROJEcT Ho: /31l I4tETFioo usED: • I7 t553 vu~T C csEl. S61L oESCPJPTIoN 6A64~- Vo c.lq51i;_ x. PASSWG 3/4 MAXPAj'M ORY OENSl7Y OPTIMt1AA MOISTIJRE ~6 •7 x PASSJNG 3/8 G #4 REMARKS • r i . SAMPLED gy: JNt..RwD P1S~ TESTEp gy: caFF dCiCkkCbe-ic- REVIEWEO BY: _ DENStTY TEST NO. 1 ~ 2 ~ 3 ~ 4 I 5 ~ 6 . Wr. oF wET&cnrIoER t /~s~s I / 1.&2.I. S (.9 / . wT. oF cm.~ (o~~S9. A &:~59- a dz. a wT. oF wFT saMPLE q&atl. 3 ~q 2,6a. 3~~OS.7 vo1_ oF cYuNM . e~ S I, a ~5 I f~~S ~ 1. a~5 I ; LUT WETWEIGHT 9.9 I IV7.1 ~ urar oRY wEIGHr r..Z MocsnRE ~ otsH No. WT. OF WET&OISH ~(c3. ~o ~ ti~~ I~Da27• O ~(E~~ I I ' wT oF oaY&oISk-i WT. OF WATER o20. C7 o`Z 7'g' wrT. oF oW rrOa. 7 69 :1l03. I~~l•l ~ I OF DRY SANPLE . 8'` ~Q~j ~~~5• ~o I ~~Q.O ! ~ c.oNTENrx 51 0 ~ ~ !0•.3 ~ S'. / ~ ~ . .a , ~ ~ ~ a f •R r ~ .I - 01 ; - ' ~ , . _AA X . ~ - r •ti ~ .0. s •t .t 3.~ _XTA ~G - S2 w ~ } a~ a ; : 0 , . y ~ WATER CONTENT-PERCB4T . . - , . , . . . . . . , . - . - . ~ ~ . . . • . • ./Av AG R A Earth & Environmental DAILY FIELD REPORT PROJECT NAME PROJECT No. FIELO REPORT No. . .1 4:?--131 / / ~ . LOCATION DATE PAt3E . ~~-2q-19,457 ~ aF~ • ARRIVJIL T1ME DAY OF WEEK . g; 3p Aw,.- S S <DW T F CUENT R OWNEFi CIIEM' OR OWNER'S REPRESENTATNE / PIiONE No. GENERAL CONTRAC70R - r WNTRACTOR'S REPRESENTATiVE / PHONE No. ~ SUBCONTRACTOfi ~ SUBCONTFlACTOR'S REPRESENTATIVE / PHONE ko. ca W1e1/or A(iRA E&E FIEJLD REPRESEPlTATIVE AGRA EbE PiiOJECT MANAGER . h . RaAg • 4 r 4 ~ WEATHER Y ~ FaUIPMENT USED (f lo Ca ooMMENrs cooscn'be wor+c oomplecBa auring me aay, any proClems and a,elr sauuons) . r r f 4Q d2 %0% t^ ixtas~~ t~ ~ ~11 CL4 ~ l0G~ ~ C~✓ 4& ' . , , ~ ~ wT4 •.4~`,•: ^L . ^ ,y J~]//// t••y •t~• ' . • ~ r..-~Yf ✓ ~ ~ ~Yfj • . • • . t C_ ~ ~ - ` ~ `1t~ ' L✓ ~'~'{rN~, ~ : E&E ProIect Mana9er . AGRA E&E Fefd RepreSentabve AGRA ConVaciors Representative Date - ~ • Continued c:r'::,; ~ . , ' . . _ ~ ~ : [ e.. • • 4. • . AGRA EBrN & Errvltonmeniel. Inc. (Rev. 7/U4) . ~ . . - ' . . . ' : - . . . • - • • i~ ~ . . . _ • ~ ,j . . r . ~ . . . • ~1' - AG R A Earth & Environmental DAILY FIELD- REPORT FROJECT NAM . ' PROJECT No. FIELD REPOfIT No. ~~~c~al.~ /4;2- /3// - /~o OATE PAGE /O -aq -7 < -;?AP-Z SUMMARY OF FIELD COMPACTION TEST RESULTS • VAFiIATION FIElO FRpM DISTMtCE ORY FIELD FIELD OPT'IMUM PASS TEST ELEV. BELOW MAT'L DENSiTY MOIST. CAMP. MOIST. OR TEST No. METHOD LOCATION (FEET) GRAOE TYPE (PCF) (y6) FAtL S4.~d~ JP J @~~ 3 sa,_~ 's o 6. n 1t ver 130,(L ~ • - . . . :y6. •l . . , _ _ ' , t PERCENT COMPACTION BASED ON: SPECIFICATIOfV: • ❑ STANOIlRO PROCTOR ASTM O 698 ❑ 9CY. D 698 . 959G D698 ❑ MODIFIED PROCTOR ASTM D 1557 ❑ 9096 01557 ❑ 9096 01557 ❑ OTHER ' ❑ OTHER • • MATERIAL REFERENCE MATERIAL MAXIMUM DRY OPTIMUM TWT NUMBER 1'YPE SAMPLE No. DESCFIIPTION • DENStTY (PCF) MOIST. C16) 5dT DENSRY TEST . ~ 3* " ~ RT = RETEST . . TEST METHOD 0 NUCI.EAR (ASTM D 2922) SC = SAND OONE (ASTM D 1556) ' OC = DRIVE CYUNDER (ASTM D 2937) . • AGRA E&E Feld Rep. (Initials) AGRA E&E Pro1'ect Mana9er (Initials) Contractors ReP. (InitiaIs) Continued ❑ - • -AGRA Earth 3 Envtr"ental. Inc. (Rev. 7/94I' • • • - - - ^ ' . . . • - . • - ' • • _ • • . . • . A GR A - DAILY FIELD REPtJR Earth & Environmental ~ • - PROJEC7 No. FlELD REROR7 No. PROJECT NAM /7 • ' c dATE PAGE ..-97s - ~ LOCATION . . ARaIvaLnME QAY OF WEE1C • ~ ~ SSM&WTF ~ , CUEMT OFi OWNER'S AEPRESENTATiVE / PHONE No. +CUENr OWNER !1/N ~ CpNTRACTOR'S REPaESENTA71VE J PFiONE No. GENERAL CQN'i'RACTOR ~ . SUBCANT1iACTOR"S REPRESEN7ATIVE / PHONE Ho. ~ SUBCONTAACTOR - ' • qaRq E FIELD FiEPRESENTA7tVE AQRA F.&E WEC? MANAG ~►A. V ECIUTPMENT USEO WEA?HER COMMENT'S (Oesc&e wcKh coer*ted durh9 the day, ar'ry Problems and theh sahR3ons) . •-1 Iv~~ ~ r i S t...rt J~ • ~ ~ ' 1 . ~ ~ ~ • , • Q ~lz ~,~1~ ~ ~ ~ , o_ 4z, ~w : . . . ~ -.20- • ` . ~ , n _ d~ . , . . . ' • - ^ - G • . . 1~'• _ ~ . . , . • . . ~~t ►~P~- . - . . . i - . . . , . . • • . f. ~ ,r`• ~ ~ 1fT-' ' ~ • ~ . ~ . , . . : ~ . ~ . ~ ~ . Sd~ ` . • A y~,~~y~ t-_4~j ~P~f . • • . 3 - IL 611r~ ~ "y,~ v" . - • ` ~ • ' • ' ~ . . ~ ; . ~ ~ ti~ ~1 ~ L1~=~-~ ~ ~ )4 ~ Gj~, • . . AGRA E&E Project Manager . , A E8~E Field Representative - ' ~ ~ • . Cor►tinued D . Contractoes Representative Date . - • . . GaA Eart!►a E~*wwne'"tal. Inc. .(Rev: 7/9a)-":- , A G R A Ear. th & Envfronmenta/ DAI LY FI ELD REPO RT a~ ~ `fifiOJECT NAP PROJECT No. ~ FIElO REPORT Ma ' 31d' Ia - /311 /g . LOCATION OATE PAGE 10 / OF ~ ' - ARRIVAL TIME OAY OF WEEK S S M TOT F CUENT OP OWNER . CUENT Ofi OWNER'S REPRESENTATIVE / PHONE No. ~ 1 . . GENERAL CONTRACTOR r CONTRACTOH'S FtEPRESENTATIVE / PHONE No. SUBCONTAACTOR SUBCONTRACTOR"S FlEPRESENTATIVE / PHONE No. ACRA E&E• EPRESENTATIVE ~ AGRA E&E PROJECr%, A(3ER . V t' ~ . +~a ~ ~ WEATMER ~ EQUIPMENT USED COMMENTS (Describe w+ork oompteted dwing th@ daY: a^Y W'cbiems and their sotutbns) - A r~~ Q ~ ~ 1 ~ ~l "T ~ ~ I~ IC.v~~F S • V`L°4 ~i~CS ~ ~ 1Yl ~ ✓1 / ~ r- , . . . 4 ~ ~ ~'t~~' ~ 1~ 1~.~ ~1 '1 44C,^ * ~ 0•~1 Y • ~ ~ ~ - ~k ~,r~,.c~.~ K ~ - p ~ C~•i~i,~ ~ -e,~c Co~UQ•~ cx ~t ' ~ ~e~~.- w..~►ti v~~!~~.r~, - o~► :.L.,~Q~O, 1a _ ~ ~ +3 ~ . ~..a► . e~.~ ; ` . . . . ~ S•-~ ~ ~ ~Qea~ ~ •le~-- ~ r , 4ee- (m,~v-,wvl G;t~ Wti 4A.: \Ak ~ ~ . ~ . - ' ~ ~ ~ • ~ c~1.aL C-le-, pL64cj- JAep_2* Z . . . VV 1 - ! ~ . _ ~ ~ ~ - . . ( O~ • . . tAj •.,~.c„ ~,i~ b!~ ~ . . . ~ ~ . GRA E&E. Feld Re resentative ~ ~ . P ACRA E&E Project Mana9er Contractors'Representative - DatP , Continued ❑ , . . . . . . . . . . il►•EarM b Emlronmental, tnc:. (Re+i. 7/94) , - • • • . - • - ~ - - • . ~ . . A G R A . . Earth & Environmental DAILY FIELD REPORT "PROJECT'E PROJECT No. FIELD REPORT No. ~ vc v ~.l,~ ~ ~ ~ •~c~. c J;~-1 c3iI ~ 9 LOCATION OATE PAGE f D oF ' ARRtVAL T1ME DAY OF YVEEK S S M T W T F CUENT O NER CUDNT OR OWNER'S REPRESEN'TATiVE / PHONE No. . (3ENERAL CONTRACTOR ~ ' CONTAACTOR'S REPRESENTATIVE / PHONE N0. SilBCONTRACTOR S1IBCOM'RACTOR'S R£PRESENTATIVE / PHONE No. AGRA E LD REPRESENTATIVE AGFU1 E3E :jECT MANAGER ~0 . ~ WEATHER ~ . EOLRPMENT USED ' COMMENTS (Oescrfbe wo(c oompleted during the day-, anY Probems and their solutlons) • ' _j4 V ejjtJ Q4 s..~ ' P a -j- 4, ct,- . Lg s - . r.~ . LA_ V' J~b- h Ly1_ ~ `~+~c... c ~11s l•~.c~ o ~l 1 ~~-,s~, - . ~ • w ~ ' . . : La eu=D 6- L-i _(Z , • . ~ ' • Sli ei. 641 • . . , . . . ~ . . . ~ . , ~ GRA E&E Field Representative ✓ AGRA E&E ProJect Manager • ' . . . Contractors Represerttative • Oate • Continued ❑ Aow► Earm a ,~(aev. 719e) _ _ . . _ . : ~ . • _ L, A G R A Earth & Environmental DAILY FIELD REPORT PROJECT NAME PAOJECT No. FIELD REPORT No. OATE Li PAGE L7 10 -Z 10-4 S SUMMARY OF FIELD COMPACTION TEST RESULTS vAawnoN FIEL.D FRpM OISTANCE , OAY FIELO FIELD OPTIMUM PASS • TEST ELEV. BELOW MAT1 OENS(TY MOIST. COMP. MptST, • OR TEST No. METHOD LOCJITION (FEET) GRAOE TYPE (pCF) (J6) (y6) (x~ FAIL ~ o-F- a lwoK ~1 vc v i a r.ti ~il~p Il ' C1.1 ~ %N vt r 14•~E.~ ~g0 W r S a I•+~in ' ~ a ~•2 Y6•q- o__. P Sa Mav► vcv la•kt, -}-11► 3 So K-N ~ 0•4_ ~ ~"`.TS <A- 615AS t PERCENT COMPACTION BASED ON: . SPECIFICATION: • ' 'el"GV (,L'tTOv~ ❑ STANDARD PROCTOR /ISTM D 698 ❑ 9d9r D 698 ❑ 95% 0 698 ❑ MODIFIED PROCTOR ASTM 01557 909L 01557 ❑ 900X. 01557 ❑ OTHER ❑ OTHER MATEAtAL - REFEREFiiG'E MATEAIAL . MMMUM ORY OPTiMUM TEST NUMBER TYPE SAMPLE No. OESCRIPTtON OENSRY (PM MOtST. (~G) 0DENSMYTEST RT 33,8 a aETE$T _ TEST METHOD NUCL.EAR (ASTM D 2922) ' - . ' . JF~'" SC . SANO CONE (ASTM D 1556) OC a DRNE CYUPIDER (ASTM D 2937) . ~ o . . ~ ~ . AGRA EB~E Fleld Rep. (Initials) , „ 4. AGRA E&E ProJect Manager (Initials) Contractors Rep. (Inhials), Con6nued ❑ ..AGRA Esrth.& Emlronmental. Inc. •(Rev. 7/'94) " . . . _ _ . . . . . AG RA ~ - Earth & Environmenta! D/ACILY FIELD- R.EPORT 010JECT N PROJECT No. F1EL0 REPORT No. ME ~ul OL11~. . a f s2-13ir .20 LOCAnON ' OATE PAGE /O / OF ~ . ARRIVAL T1ME DAY OF WEEK . ' . f.e 4S 4'IVq S S M T W TO CUEM' O OWNER , A w~ CUEIJT OR ONMERS REPRESEPITATIYE l~PHONE No. ~ /'eA 4o ,J - GENERAL,CONTRACTOR i' CONTRACTOR'S REPRESENTATIVE / PKONE No. SU8COT1TRIICTOR ~ SUB(ANTMCTOR'S REPRESENTATIVE-/ PHONE No. A(3RA E`~D REPRESENTATIVE AGRA ZEPROJECT MANAQER • ~ Y-~i-~~ ~ ~r na WEATHER ~ EDUIPMENT USEO , ~a ! ~~!~Y . • CO i C~t 4 ' • ' 17- COMMENTS (Desaibe wortc oompleted during the dayr, arry problems ard their solutlons) . IMIAR 14 'k 4- T>e y-Z., W) ~ r N` ~l f~ i .~P q~- ~e- ~ Y.~ 4:nf . . . O N i;?o a LL..cft, *D,0-e'L& ~ . ~ . ~ ' • . G 4~`~ ~x' Ca 4 ..c r ~ ~ . r~ • . . ~ . . . . . . ~ . VS • • ~ . ~ . ' - ~ f + 1•~J~ 4±t.~~ Q► T` • tiZ.~~ ~~r ~ • ~ ' Z . } ~ , . . ~ . RA E&E Field Representabve AGfiA E&E Pro ect Mana9er 1 ~ Contracioes.... Representative. Date ~ . Continued ❑ . ~ . . . . . . . . , . • . . . . . AGRA EaRh.6 Eivironmertfel, Inc._(Rev. 7/94) ' - • , , • - . . . ' . , . • • . . . . . ' ` " • ' . . . . , , . . . : , . . • ::i~pi~Y.'-7X1:~Y ' . . , ' . _ . • . . _ =,Y:c:i~: S : . . . . . -:~c~:_'' : - ' . ' . ' . . . - - *AGRA - Farth & Environmental DAILY FIELD REPORT tl- k `OROJECT NAM . J PROJECT No. . FIELD REPORT No. a ~ ~ 4 13 !1 -1020 DATE PAGE LD -.2 9 S x?woF . SUMMARY OF FIELD COMPACTION TEST RESULTS VARlAT10N FIEL.D FRpM DISTANCE ORY FlELD FlELD OPTIMUM PASS TEST ELEY. BELOW MATL DENSfTY MOIST. COMP. MOIST. OR TEST No. METFIOD L TtON (FEET) GRADE • TYPE (PCF) M Cxl ( ~6) FAIL l A P.KAAL l Vt v l4w~p~ 7 '1V , o a~ ~i~ ~11~~ ~L .~.le i- ~ ` << `t ~y. O ~ t .c,r.A 10 - ~ r. dMKa A~''~--i •2 1~ 3V~ . a~ p v s L3Z. 4 D O.? T 5~ . - . . , ~ . . • T• +1~7:' ~ "t~_~~~e~/.. ~I6.Sc.~v5 PERCENTCOMPACTION BASED ON: SPECIFICATION: . • ' ~ V=-tJGl`t"~ V1 ❑ STANDARD PROCTOR ASTM D 638 ❑ 90'Y. D 698 Q 959G D 698 . • ' ❑ MOOIFlED PROCTOR ASTM D 1557 . ❑ 909f. 01557 ❑ 909G D 1557 ❑ OTHER ❑ OTHEA . • MATERIAL REFERENCE MATERtAL MAXIMUM ORY OPiIMUM TEST NUMBER TYPE SAMPLE No'' OESCRIP.TiON DENStTY (PCF) MOIST. (X) or =Errsmr resr ~~t~,►_ ~ S'p (~[i K P J 3 gJ 6,7 Rr = aETEsr TEST MEfHOD ~ HUCL.EAA (ASTM D 2922) - . - ~ SC = SAND COPfE (AS'TM D 1556) , • • . B DC = DRI1lE CYUHDER (ASTM D 2937) ~ 1 ' . AGRA E&E Field Re . InitialsN, AGRA E Pro' P( ) 8~E ~ect Manager (IrnUals) Contractors Rep. (Inrtials) Cont~nued ❑ AGRA Esrth 6 EnNronmenW. lnc,_(Rqv..Zl$4 . _ _ . _ _ : . , . . . . . . . : ^ . . ' ' . . . _ ' ' ~ ' • , . • . . ' . r ' •.q`• • • ' i _ .•r; . . • • ' _ ' • ' ' . . ' • . . , AG R A ~ Earth & Environmental, MATERIAL TEST REPORT g A0JEC7 NAME ~ PRQIECT No. TEST REPORj No. ~ LOCATION DATE PAGE ~ OF ' ' • PERMIT NUMBER 1NEATHEq C'LDU.Dt~ CUENT OR O}Q(CIER~ . ' ~ ENGINEER t~` ~E~E-~ GENERAL CONTA/iCTOR ~ ARCHtTECT , C~f~tNt~'~2o~tJ ' ,r=~~ .e ~..}~t 't."' +Ge?•s~.: ..1.: ~r:: ~ p 1 ~ L 'y1 , f j: ^s:~. P': .ie.~'k:..~: ' ~F!q ~~t Zt -5-41m-4l~,~?~./ 'j~~~~~ t^i~'m ~~Sir~j~..G~~M}~~~~~~~'~- t~,S~ ti ~''•R~Q~f~ ~,G~~~'`J~~~i~~TAi~.. SIJPPUER ~ M1X No. 0294D( _ O I PLAPIT No. ZO 0 JOB MUC CEMENT TYPE IR CONCRE7F ~ TEMP. (Oeg. F) I YIELDIUNR 0 DESIGN (C] ACTIJAL El GROl1T TIME I TRUCKNo. I TICKETNo. 1 %AIR , SLUMP I CONC ` AIR I WEIGHT M!X No. ~ I• E) MORTAR g~ y~" {~a3 I yo?V 73 7 I ~ I [ ~ CQ O D I T Q I CEM LBS. I I n FLEX BEAMS I I I I l ~ I F ASH LBS.I i EIPRISMS I I I ( I I I , C AGG IBS.I I ' E) GROUTED OESIGN STAENGTH PSI @OA1fS C AGG LBSI I ~ UNGROUTED SLUMP SPECIFICAl10NS TOTAL CU. YDS. PIACED YOS3 C AG('' IBS.I I ( I ~ OTHER AIR COWENT SPECIFICATIONS I LOAO SIZF /v YDS3 SAND LBS. • i • ^ H20 L85. I . • ~ k - u'Q~urV~~#r~•«t~:m i~~~~~xw'•t f'~~ k~1s~A xY:~:`~11ti' ~p..•,3+,~ [j~ ~ i'-= ~ ADMIXTl1RES ~ FOpTINGS GRIDS I ❑ WALLS •XiE AIR ENT I OLCINT I - 1:1 OOI,UMNS 6?957- 14011 L.~WIL AAFMH :Q ZQu.TW ~l~'$ C~ P~~ • ~ ~ ~ GRAOE BEAMS ' • ' • , • WATER ADOED ~ SLABJD£CK REMARlCS'., . • ` ~ , : . BT ~ LBS.I AT , 18S. ❑SLAB ~ . . . ' ' • ~ PIUN('sS • . - , : ; ~ ~ , - . . ~ ia ~ ~sws~e ~ OTHER , ' . . , • . i REFERENCE FIELD HEPORT No. _ ~FORMlNo . . - ~ . . . ~ ~ . INSPECTOR~.dL RE1/IEWED BY . . . ~ . . ' ❑ NONCONFOAMING • . . , . . ~J' , . . , ' • • ~ . . W~TE SrGV{IrWW.d/M7~ f... . ' • ' ~ 1 ,S~Lp ~ . t . /~I1TL j-. • . _ N5 $UgMnnO , LAB 1D • "TEST FlE10 AGE • S12E AREA wEtQHT " MAX LOAD STRENGTH SET LAB ~ TEST . No. . . DATE ' GURE (OAYS) (It~ (SQ iM• (LBS) • (LBS) • (P5q No. TECH METH00 t/:. 0 O-XSTM c ss ~ ~ . ~ ( !~¢~CIZ " ;CL 0 f ❑ Msfrro rn 1 11(. 7 I ~ t . - - ~ - " . -7 ~ ( ~ ~ ~ . ~ ❑ omER (sPOCM ~ I v~ i,~~ . I . I I I I • I ~ t I. I. I I I 1 ~ I I I 9-COMPRESSIVE f 1 I- I ~I I I I I I ~~URAL I 1 I I I I I i I i ❑CONFORMINa I I t i I I I I I I p NON-OONFORMING MNAMCS ~ ~ - Reviewed by . - • ~ ' ; • Date-AJ&? - • ' . 'd` , • _ r . , S At~il1 E8N1 & F11Y1inrmenOA InG. (Ft9V. 11/84)r ' . • ! ~ ~ , . . , : ` . . -`:;;~T:~;' " ::z~.j,, • . . . . •,v~,•:: ; . • • : ~ . • . . • . ~ i _ _ _ _ .A.., l~-F. . ' • • . . ' . . . . • • . r~. • ' _ Y;~ . . " . . , . . . _ ' . . ` . - • , i ' • . ~ a'. ""w~,... • • . , " ~a`' ' ~ • • - . • .4 .f. ~:~5'= ~ • t'i+~'~ ~o~,~1 • v:F:`~ ~t'~R~.~,`ti . _ ~ . - . . . ~.i ' - • ' • • ' l .'1.•~: .1~.. _ . INLAND PACIFIC ENGINEERING - TRANSMITTAL ' 707 W. 7th Avenue, Suite 200 Spokane, WA (509)458-6840 Fax: (509)456-6844 a . . . - : : , ~ ~ , r•. ~ . . . y;. TO. S okane Coun En neer. ~n ~.O~t~e~~-:=~~ ~~.9- P tY 9i 9 ~1.:<.~.::: .f; : . . . .::::y ' : : . .:~~.'.'.ti'~'J i:•:.: .r.::.:.:: ti:'f}l:ti~.:~ J ~J.•.'.~ • •LS .•:•i i i ' :{.:}::r:::.:: ' :}f .W : +.4X~X•}}.::: ~ : : S:~ : 1026 W. Broadwa Y • ~i►• ~~:>r ~~•~••••?~V~~. :j:{;~ .k. Spokane Wa. 99260-0170 : r • ..c~r;:;;::.... • ' ~ ' • , . :i~;i;a:::::::: ~ „ ~,.~•i.'•:.:::i :.;~4:f;:; ::•o-o-:.ti:.. , rr>SNx : cvf' . ..twict'.; t:$t?.; ~ . ti•.: - r. ; ::z::: i ci;~i.i:'i • • . . . 5 i;'y'•x ~j(~ :'t~x;:: :i::~: . . i': ~:'v. r . ri~:5::•:::.;::j - ..ti. n:~:. ~ I ~>f:•::.: :?S::ti:~:•$:~•: :.1•~• }:•J•••: •1JJVf: • :V.::: tf.':.:•.t•.~ ~ _ ~}J..'.~::•~'~{•::::'::::•VJ. i:•~ :•:ti:vS:: i. i v}}:4::_::ti ~ titi?}? :ti;:}:i.:;~^7•v Y::::::: . ~}y(+~v. ~ 1 N: Ed ar ATTENT O ry, P.E. .•.•.•lfl.'fh{}'f::J.•' ~.~i.'!.. .ti{tij.}}Y:.•.'t.•.•~'.•..•.•..: . • '••i : y •.:'.i'l: l: f.1~ .,}:4r ~ jIi:tititi•.•..•••••::•:•:•:ti•:.: •.L ~•1.'.:•.Y.::.~ •}!lhf.r y ~y~ ? • F,(~ ~ j??: ~ {•~i'<}{t~:?~i:~: ~ '•j:~j~~•T.T:!lIS~M•::'}-}:"v:'-:?:.::.}-':.;..:.:;.~• •.+~•}:;:;i.?;:}?i::__: ;:::J}T? 'n.titiv}' • ;~;~{:,tS,r.ti•~:{i::.}•: ..i . ~i~{:j:v.'-: ::{r}:'{.:~.:,:...::~>~~~~' . .::...••i?:i:};~}rri:~~:titititi•:.."".:.> . :.i:ii:ti{ i:v::•i:•:db::•: v::{vr:•}"r' i::: 'i,.{~~'?•:<•:455 : . ::4 ::•f$.}7{:$:::.:}: _::w:::: .....r: w. r:v ~v'~::::=_i: i{S~'r::::r ;:r S.~}:3i: th?i:.•r ~i:..:v.•.':':'. _ . ~ • ' : ~,{'r.{•: Y.v:: ~ .v: i • :-'.~k:j:~~i}:.........~$:ti::t.~r':::•::;:::. • r:{~:•:: t}{?• • v. ~ :::::.:::w::::::::: ~ ~,~rti{n.{ i;?.; , - • $ ~'y:}r::::.~iiii{:;: "-i'i}. .~'•r:r'^5~:; i:,; . :.ti~•.. _ .i:.:.:~'4i•'->?}} E . PE-1414-81 . . PROJ CT # ~:r: ~ ~ - , Description: ❑ Prints D Copy of Letter 0 Copies of app. plans • Original Drawing ❑ Contract Documents 0 • Work Authorization 0 Drainage Report ■ Inspection reports No. Copies Description IPEC Daily Reports (10/31 /95 - 11 /20/95) 2nd Addition AGRA Earth and Env. Materials Reports (11 /1 /95 - 11 /17/95) 2nd & 3rd Add'tions =IPEC Daily Reports (10/24/95 - 11 /20/95) 3rd Addition Purpose ~ ■ Information ❑ Review & Comments ■ Per Your Request 0 Written Approval 0 Signature & Return 0 , Remarks Ed- . As per your request, I have included the inspection reports mentioned above. If you ~ need any further information, or have any questions, please let me know. ~ • Signed: . . Bruce A. Howard, E.I.T. cc: file 0 ~ I DEc Lt ~ 1995 ~ ; ~~0KA'q~ Lu~4~~:rt f:~~Gi~JEEi?p - - ~ . _ .a.,.,.~,~.... 1 ~ - . INSPECTOR'S.,. o~- NSPECTOR: PROJECT N0.. . ~ PROJECT: 7 CONTRACTOR : _WORK PER IOD : ' A.M. P.M. WEATHER A.M.: P.M.: r~oR- S/o° VISITORS: - MANPOWER AND EQU.IPMENT SUPERINTENDENT: FOREMAN: OPERATORS: ~ LABORERS:. ~ SURVEYORS: FLAGMEN: OTHERS: -EQU I PMENT USED : e ~ . . ~ACCOUNT OF WORK AND DISCUSSIONS o~ . . TRAFFIC SIGNS AND BARRICADES CHECKED: A.M. . P.M. STREETS CLOSED: . T IME : WORK : %s'r'zT ' 2 r Zo ,o ~ . ~7L o.v .Z:~~~ ~l.'r c7f'%~~C ~oez, i, re i~ ( cont i nued on back) TESTS: WORK DELAYS: - AS 6UILT NOTES: CITIZENS CONCERNS: UTILILTY/PROPERTY DAMAGE: IEWED BY - PROJECT ENGINEER CONSTRUCTION ENGINEER: qo PAGE OF DATE: G'~'G~ ~ • AG RA Earth & Environmental DAILY FIELD REPORT OJECT NAME PROJECT No. FIELD REPORT No. ell loz. c.i- Q?'`"° /02.3</ LOCATION . ~ DATE PAGE oF ;Z, , ARRIVAL TI DAY OF WEEK • . ~.UO P01 SSMYATF GLIENT OR OWNER . CLIENT OR OWNER'S REPRESENTATIVE / PHONE No. . ' CiENERAL CONTRAC Z~9O. ~ CONTRACTOR'S REPRESENTATiVE / PHONE No. • SUBCONTRACTOR ' SUBCANTRACTOR'S REPRESENTATIVE / PHONE No. • AGRA E8E FIELD REPRESENTATIVE AGRA E&E PROJECT MANAGER • li,~~ 81 4eADC,0 WEATHER 4.UIPMENT USED v ~ . , ~ . COMMENTS (Oescribe worlc completed dur9ng the day; any problems and lheir sodutions) (OA-) ZV-2~- -716 TEz~f A,1.#V/V1C f;3,uA &n1Lt<, s-e" ctu,,e-SF tC1LC7 ~r lLC c"r:Lk1ac~ gj~6.5 -Lg87- u3oz~:- "UC55e-o GLU -,-CC~' .6 , E 7t O= _ Rc~ AKEA C:.aj ED <4'} % _ 7'c.D A ciS~ ~ • - . vY RA E&E • Field Representative ' AGRA E&E Project Mariager ' ~ Contractor's Representative . Date - 5 Contnued ❑ A6RA Earth & EnvironmeMal, Inc. (Rev. 7/94) • . . . , AG RA Earth & Environmental . DAILY FIELD REPORT rr?OJECT NAME PROJECT No. F1ELD AEPORT No. Y~ Et .C-~'Zl.t:hll. lt. • i•°ac~~D h'~ QI~/Y'/~%/L/ i~~ t! .al.l ~ DATE / PAGE ~l I~l~s ~pF SUMMARY OF FIELD COMPACTION TEST RESULTS ' VARIATION FIELD FROM DISTANCE DRY FIELD FIELD OPTIMUM PASS TEST ELEV. BELOW MATL DENSiTY MOIST. COMP. MOlST. OR TEST No. METHOD LOCATION (FEET) GRADE TYPE (PCF) (96) FAIL I~ l~ ~~1 ~ l~, i. F«►~1 t,•~~t ri~V Ft t;~~. Lr~ 1.; E j I c~~ ~ ~ { ~ ~ ~ r l J r 0P 53.i l..L%A E3 ~ 6=-( L. e1"d,.• L }'1 PE' c-, ki. ZUt~rANA A / 5 GF J', ~ ~ 4 t ~.~4t ~ ~l• t ~ ~ ~ -,5rlLdk0kI C5 ~'-t i ( ~j• ~v t J U ~ ~F'~~LAX(Jt..) V-..o Vr~:.. ~..a~tl~ ►r r• ~~3 . ~'N -.~IVL~E f~ ~r'~ l~ /t. r ~ s ~''i, ~ F ;;;d~1 L~~~~ t~l 4'~t L,'t:~ a~ t►~~ ~p~ ~ C~; 't C r (%1~J .I.ynl ~ P..~}~ 13c~ ,~i `7 .mZ 95~ i ~ ~f ~ia~ C^ ~C.• i ~ P~ l~1 f.' 1~~ t 4'~ ~~1~~ ~C S t ~.t ' ~ ~s { !,a A `f r R(6e 13 1 '.W 3. PERCENT COMPACTION BASED ON: SPECIFICATION: ❑ STANDARD PROCTOR ASTM D 698 ❑ 9096 D 698 ❑ 9596 0 698 ❑ MODIFIED PROCTOR ASTM D 1557 ❑ 9096 D 1557 ❑ 9096 D/557 ❑ OTHER ~ OTHER . MATERIAL REFERENCE MATERIAL MAXIMUM DRY OPTIMUM TYPE SAMPLE No. DESCRIPTION DENSITY (PCF) MOIST. (°Jo) TEST NUMBER DT = DENSITY TEST ~j C~ ~e..E ~.;~~,'7s.: ~ ( ` •l.fi/~5G'~ ~I.~ l~. 7 ~L ~ ~ RT = RETEST ~ ; -l rVA71 L45- TEST MEfHOD N = NUCLEAR (ASTM D 2922) . SC = SAND CONE (ASTM D 1558) ~ DC - DRIVE CYLINDER (ASTM D 2937) • AGRA E8E Field Rep. (Initials) AGRA E&E Project Manager (Initiais) Contractors Rep. (Initials) Gontinued O AGRA Earth & Environmental, Inc. (Rev. 7/94) 1 ~ - ~ a INSPECTOR'S-. „ .R..sPECTOR: ~ PROJECT N0. PROJ ECT : ;~,o~c~r/,~- ~`~r ~:~'1, ~p..► CONTRACTOR: WORK PERIOD: A.M. P.M. WEATHER . A.M. : P.M. : VISITORS: . MANPOWER AND EQUIPMENT . SUPERINTENDENT: FOREMAN: - OPERATORS: LABORERS:<,/ SURVEYORS: FLAGMEN: OTHERS: EQU I PM ENT US ED : ~~E~,~J .fC'r'~~~'G,~. ~-~~~1•.~~l1'1/ r`. --4 a ACCOUNT OF WORK AND DISCUSSIQNS TRAFFIC SIGNS AND BARRICADES CHECKED: A.M. P.M. STREETS CLOSED: TIME: WORK: ~~/i~ ~~~~vD r9i~ ~r.~-~.,~;.~~~n~_ /~c r'en-= ee,c~ e%-7 ~i vp .rcz,.6 r-,eA#7- ~ :74 C~-~/Ylinzii9, r42"-L'Ct ct1 .f ~i'~ .C~~~c ~P~ i'.t' l.cJ'ii`% ~t tii,~r~sf~rci C~,r»x~2L'~~v• / (continued on back) TESTS: WORK DELAYS: - AS BUILT NOTES: - CITIZENS CONCERNS: UTILILTY/PROPERTY DAMAGE: . ~,--JIEWED 6Y - PROJECT ENGINEER CONSTRUCTION ENGINEER: PAG E 0 F DAT E: . . _ ~ ~ ACCOUNT. OF WORK (CONT'D) ~ TIME: WORK: ~ \l~ . INSPECTOR'S.-. , ° ECTOR: PROJECT N0: : / ~S'SZ 7 PROJ ECT : CONTRACTOR: WORK PERIOD: A.M. P.M. WEATHER . A.M. : p,M, : VISITORS: . _ MANPOWER AND EQUIPMENT SUPERINTENDENT: FOREMAN: OPERATORS: y LABORERS:.~ SURVEYORS: FLAGMEN: OTHERS: .EQU I PMENT US ED : ~ . _ . ACCOUNT - OF WORK AND-DISCUSSI4NS TRAFFIC SIGNS AND BARRICADES CHECKED: _A.M.. . P.M. STREETS CLOSED: . . . TIME: WORK: ev, 743,0' ~ r~~~ le~,,Z, 2n~ ~Z ,.t ~ 4i /7 GX Q"~ ~ .~.i1 ~//i ~s7c~ /J v, y~l' h/~.~ ` , . 0 740~G / . ~ 2(continued. on back) TESTS: . WORK DELAYS: . AS BUILT NOTES: . CITIZENS CONCERNS: , . . UTILILTY/PROPERTY DAMAGE: _ i~ . ~RfTA~EWED 6Y PROJECT ENGINEER.- CONSTRUCTION ENGINEER: PAGE OF DATE: ' ACCOUNT OF WORK (CONT9D) ~ TIME: WORK: ~V . . . . _J , INSPECTOR'S.-.. . C,4PECTOR: PROJECT NO:: 9 27 ~ - PROJ ECT : , CONTRACTOR: WORK PERIOD: A.M. P.M. WEATHER . A.M.: p.M.: VISITORS: . . . MANPOWER AND EQUIPMENT SUPERINTENDENT: FOREMAN: OPERATORS: y' LABORERS: ~ SURVEYORS: FLAGMEN: OTHERS: .EQU I PMENT USED : ~ ' Je ACCOUNT OF WORK AND DISCUSSI4NS TRAFFIC SIGNS AND BARRICADES CHECKED: A.M. . P.M. STREETS CLOSED: . TIME: WORK: ~ie ✓,,,,6 ..ri;4 f34'oo 4. A'!_ e-tJD1 Osi ~ti t~ 7`n T~IP ~"u~•~-~~C~^ •7` '~y~ f ~lti~ ~ ~1 ~ cru.~~e d . ~ ~s~~~- ~~e . (conti nued on back) TESTS: - WORK DELAYS: . AS BUILT NOTES: CITIZENS CONCERNS: , . . UTILILTY/PROPERTY DAMAGE: 7IEWED BY - PROJECT ENGINEER CONSTRUCTION ENGINEER: PAGE OF DATE: ~7as~j r ACCOUNT OF WORK (CONTV TIME: WORK: s_ ~ ` r ~ . ~ ~ ~ , DAILY- REPORT ~ a~.,,SPECTOR: qs ~ PROJECT N0. . : 1~~ , PROJECT: CONTRACTOR: WORK PERIOD: , A.M. P.M. WEATHER , A.M. : P.M. VISITORS: . . MANPOWER AND EQU.IPMENT . SUPERINTENDENT: FOREMAN: OPERATORS: ~ LABORERS:. SURVEYORS: FLAGMEN: . OTHERS: EQU I PMENT USED : . ~ , ACCOUNT OF WORK AND DISCl1SS10NS TRAFFIC SIGNS AND BARRICADES CHECKED: A.M. P.M. STREETS CLOSED: . T I ME : WORK : p.L-~ .~z~,,• ~,h .s, ~ Q~ iQ.no i~.~. S/~,.~~ .5~~~~F./~ ~Q~~,~ Sr c,~L. 2~;-,~v J .4-~Q OJW,t~-tc-f h. ZL / jo cont i nued on back ~ ) TESTS: WORK DELAYS: AS BUILT NOTES: CITIZENS CONCERNS: , . UTILILTY/PROPERTY DAMAGE: o .-.-A3IEWED BY - PROJECT ENGINEER CONSTRUCTION ENGINEER: PAG E 0 F DAT E: . ~~r . . , fy . . ,~QRK (CONT10) AccpuNT oF WORK: • ,G=~- ~ / ~ ~ ~`,,,oG~s ~l's'c~ C ~ C~ ~f' ~ • /?ot~ GdF~- ~1 - lp ,r,~j ~Lct ' . , ~ ~ ~ . . INSPECTOR'S... ~ U7ECTOR: ~~~c~,` • z,,~. PROJECT NO.: PROJ ECT : CONTRACTOR: WORK PERIOD: A.M. p,M, WEATHER _ A.M.: P.M.: VISITORS: MANPOWER AND EQUIPMENT SUPERINTENDENT: FOREMAN: OPERATORS: s LABORERS: 4/ SURVEYORS: lar-_ FLAGMEN: ~ OTHERS : 9-1< isr, - EQU I PMENT US ED :=~,,,j~ ACCOUNT OF WORK AND DISCUSSIONS TRAFFIC SIGNS AND BARRICADES CHECKED: A.M. P.M. STREETS CLOSED: T IME : WORK : ,~~t~~ ~n~ ~-rT-~' ~ ~ • . ~t~c-~n ? G°~ t~~- ~u~T' ~S~ ~ z ~vu,cJ~ . ~r.i-r~.1(~-r ~r~`~ ✓~w l~ ~~.i ~-~r.~~►~./.4 , . . ~ ~ z - z-& ~~.c,~ Z~-r~ ~ c.+~s a+~.~~ 5-~-►- ~m.1~.~ ( cont i n ued on bac k) TESTS: WORK DELAYS: - AS BUILT NOTES: CITIZENS CONCERNS: , . _ UTILILTY/PROPERTY DAMAGE.: ~ . .~o~.lEWED BY - PROJECT ENGINEER CONSTRUCTION ENGINEER. PAG E 0 F DAT E: ~ ACCOUNT OF woRK (CONTvD) f , . ~ • ~ ~~~..~T~-- ~~~c,C~,~~n.r~ T I ME : WORK : ~ ~~~F7e?~!S a~ . . l2t5 . INSPECTOR'S-.. . ,,,iPECTOR: PROJECT N0: : PROJECT : garr-~iSi o../. Cr~~+s~ t •rn - . - . CONTRACTOR: _i~.c ,~~„t~c.c~•r-i~~.r, WORK PERIOD: A.M. . P.M. WEATNER . A.M.: P.M.: , VISITORS: MANPOWER AND EQUIPMENT . SUPERINTENDENT: ~.•~,r,~,,~- ' . FOREMAN: OPERATORS: LABORERS: ~ SURYEYORS:* FLAGMEN: OTHERS: EQUIPMENT USED: ACC4UNT OF WORK AND DISCUSSIONS 0 TRAFFIC SIGNS AND 6ARRICADES CHECKED: A.M. P.M. STREETS CLOSED: T 1 ME : WORK : P~~ ~~a1p~U~•L• ~.~C t~ ~.c~ t~ - • ~o r~~ar.~3~ ~.c.S :A~~.~. ,til~.l,D~-L- - Gc~;.~~ C'-t3~...~ ~ --~-o r~~ • . . . . . . , (continued on back) TESTS: - WORK DELAYS: AS BUILT NOTES: C I T I ZENS CONC ERNS : - UTILI.LTY/PROPERTY DAMAGE: ~fEWED BY - PROJECT ENGINEER CONSTRUCTION ENGINEER: PAGE OF DATE : ACCOUNT OF WQRK (CONT'D) TIME: WORK: ~l , , ~ ; , INSPECTOR'S... : a, ~PECTOR : J ~ PROJ ECT NO PROJ ECT : . . . _ _ 2. "'u ~D ► n dN CONTRACTOR: WORK PERIOD: &:go A.M. P.M. WEATNER . A.M. : p,M, : VISITORS: . MANPOWER AND EQUIPMENT SUPERINTENDENT: FOREMAN: OPERATORS: LABORERS:- SURVEYORS: FLAGMEN: OTHERS: -EQUIPMENT USED: ° ACCOUNT OF W4RK AND DISCUSSIONS TRAFFIC SIGNS AND BARRICADES CHECKED: A.M. P.M. • STREETS CLOSED: TIME: WORK: ~~,E,,~~~ ~z~~ ~i~-~ ,~,lA ~ ►'~-~./I~ S~n{~c.~ ~Y~ ~ za~.,~l~ u~ i 1_c>Ga4'T7r,i.4 li-7aEa T_~~ ~ ~ ~ ~r-♦"t,~ ~ -T~STS /4'1~.1~ ,ba ~L ~ _LZE5r- r_112~ C?-`CV 'L'4' "I&C cornr 151.IiA;gj~t i nued 4n.J~ TESTS: WORK DELAYS: - AS 6UILT NOTES: CITIZENS CONCERNS: , . . . UTILILTY/PROPERTY DAMAGE: . . . . . ~n,_.4EWED 6Y - PROJECT ENGINEER CONSTRUCTION ENGINEER: PAGE OF DATE : ~ /_wL/g~° Uh1T C3F WOIRK Z....~ ACcO r_ RK 000000 wo. , . F I ; . , . , ~'.12, ~Aj r J20a ' ~'~,1~ ~ ~p,~~ Gi~7 ~,,r-r'S VP41 i ~ • ~ ~ ~y - • , ~ J`~j~TV ~ ~ r~ OT, j ' al-16 ! y ~ v.~~ ~ ~+~1'~ ~ ' , ~ ~ ~ ~ ~ ~ • ~ ~r ~ _ r r _-r-- . . " ~ ~ r . INSPECTOR'S WIPECTOR: PROJ ECT N0: : PROJ ECT : ,Z'VD CONTRACTOR: ~.,C. 0A), j5Wo, r,o,, ,f. WORK PERIOD: A.M. ~ P.M. WEATHER A.M. : p.M, : VISITORS: MANPOWER AND EQUIPMENT SUPERINTENDENT: FOREMAN: OPERATORS: LABORERS: SURVEYORS: FLAGMEN: OTHERS: .EQUIPMENT USED: . ACCOUNT OF WORK AND DlSCUSSIONS TRAFFIC SIGNS AND,6ARRICADES CNECKED: A.M. P.M. STREETS CLOSED: . . TIME: WORK: -7-'o6 +t4A , . - L''~r~~ c~,~ ~~~✓,~r~, ~z~.~s - p~~ .te, P~NC-F rj.> ~4-to4, ~ 27 -sa~l'~ 7D r'"3~ 'C_..~t/ta~ s,~ F~ K,lfb rf-f ~J iTl-~ ~ ~ • • --b4r> :"Cl,-1 69 :.t~l (continued on back) TESTS: - WORK DELAYS: . AS BUILT NOTES: . CITIZENS CONCERNS: , . . . . UTILI.LTY/PROPERTY DAMAGE: . . . i R IEWED BY - PROJECT ENGINEER'CONSTRUCTION ENGINEER: PAGE OF DATE : , _ij . CCOUNT OF WORK (CONT'D) A T I ME : WORK /.&-f 015 iA.~.~r~~ a~ ' &0 AIA C..~~+Q'f~i~i~! f~~ ~~~L~T~? ~ a~,UA'S Y~~ a✓~ ~ S~'7o,IJ i-j.. , o~ ~~-T-,~ • ';r r~ c~l ~ -'~-r~ r.~c-/ l'~-~ Ljtg~ , r / . . INSPECTOR'S.-. ~ Q PECTOR : PROJ ECT NO PROJECT : ~,.►►~o~~ An-a ►noK( . . _ . , CONTRACTOR: WORK PERIOD: A.M. . P.M. WEATHER A.M.: G P.M.: ' r . VISITORS: . MANPOWER AND EQUIPMENT SUPERINTENDENT: FOREMAN: OPERATORS: L-ABORERS: SURYEYORS: FLAGMEN: OTHERS: .EQUIPMENT USED: ~ ACCOUNT OF WORK AND DISCUSSION S TRAFFIC SIGNS AND 6ARRICADES CHECKED: A.M. . P.M. STREETS CLOSED: TIME: WORK: OUZ- ? - 1 ' ~►~t.P :To.~..~ - n' ' c~ AJ5 . . . . - C~~-~o, ~ ~ C~~ v s~ . . -'g a-,t-A z*3 tozo c2e-~ c + ` C±LwA <tV. li7L.IrK1 9-o ~ tAS~9-~ Otj3 ~Ugg- (continued on back) TESTS: WORK DELAYS: . AS BUILT NOTES: . CITIZENS CONCERNS: , . , . . . - UTILI.LTY/PROPERTY DAMAGE: . °ncv,EWED 6Y - PROJECT ENGINEER CONSTRUCTION ENGINEER: PAG E OF DATE ~ ACCOUNT OF W4RK (CONT'D) ~ ~ TIME: WORK: , _ . . , , . , i ON- AG RA Earth & Environmental DAILY FIELD REPORT ' PROJECT NAME PROJECT No. FIELD REPORT No. ia- 1.31 / Q ! LOCATION . `r- DATE ~ PAGE oF naaNnL nME oAY oF wEEK - uo P/YJ SSMT/IATF • CUENT OR OWNER CLIEM' OR OWNER'S REPRESENTATiVE i PNONE No. ~ , GENERAL CONTRACYOR CONTFlAC?OR'S REPRESENTATNE / PHONE No. ~ SUBCONTRACTOR SUBCONTRACTOR'S REPRESENTA7IVE / PHONE No. AGRA ESE F1ELD REPRESENTATIVE AGRA E&E PROJECT MANAGER WLu-L-F AADC.4----) UiPMENT USED WEATHER Q / - OOMMENTS (Deschbe wak oompleted during the daY anY Pmbtertu end thelr solutions) - t ~ C,ern c L~6 • 7~1,-5 ~~v ~ipzl~ _ ~ EU'~Z~ 9 A1~s Tllg~' ; ! Lai1c aN wa~ . . . - . . k\S AY.~~ ?"c~DAS, Ab &r v PO e . 4eUaN - --w _ EL- r~ . mu- ` . 1GRA E&E - Fiefd RePresentative AGRA E8E Project Mariager , • ~ . - Contractors Representative - - Date /c/ Continued ❑ • AGRA Earth b Environmental, Inc. (Rev. 7/94) _ • . . . , AG RA Eartn & Environmental - DAILY FIELD REPORT PROJEC'f NAME PROJECT No. FIELD REPORT No. f::.l-1 / , ~ ~ ~ . 'r ~ _ ~:..r-~~ . - 3 .r~4 l1t~r i 1:.. ! - l ~ : ~ ~x I • DATE f PAGE 7` ~oF SUMMARY OF FIELD COMPACTION TEST RESULTS VARIATtON FIEID FROM DISTANCE DRY FlELD FIELO OPT'iMUM PASS TEST ELEV. BELOW MATI DENSITY MOIST. COMP. MOIST. OR TEST No. METHOD LOGATION (FEET) GRADE TYPE (PCn (96) (g6) FA1L ~:Z_' ~ t-'C.F :~f•~Ci~(/L> ~li.r.'ri.. i_.r=1~.".' !t ,1j, :,.T x`• f~~..' 1~~1~~~ ~.:T"~ - lL t- 1 j :d i- ~F~Lr1~r1u~►i ~~;~i:'~:.. Li:}.:E' O~. ! i . _ • f ~ f.~J ~~1,/ ~ ~ t~ ~..1~ `'t ~,i ~ ` "'j ~ L. Y v 1 d `t'~.• ~ ( ' ~ ,~•e.:j,'fAj-iA 7 ~ r5:.`i ~.E l:', t~S;~--i%x~J t~' ( ~I•~~ ~ ~ ~ E' c• F , ~ L~ c ►►ir.•iv s> ~ : . ~ ' r ~ ~ ~ 0 f , :7.•':i yf ~IJ~IIat✓h~ ~1.~~' ~ C) c'1= 5A:.-1:1 VE'tiL ZAKk ~ ~E • ' ~5 t;.~ G u U ,c I ~ . ~ ~ • ~ r, t.s~ s ' r cw .1~) ~tCcl,-~. G c N ZI.YI) t ~i L 13.1• y . a (?J. t c- ~ ':,-N A L tV, G P ~ tL L=~ _ LAw- F- I a7;~' tc SNr~~c.t~ R%~~~- ~At:~t . RaQ~ (3) g 3. q g~.$ ~ PERCENT COMPACTION BASED ON: SPECIFICATION: ❑ STANDARD PROCTOR ASTM D 698 ❑ 9a96 U 696 ❑ 95% D 698 ❑ MODIFIED PROCTOR ASTM D 1557 ❑ 9096 D 1557 ❑ 9096 D 1557 ❑ OTHER ~ OTHER-->/_tQ~.~ 'xi~~ MATERIAL REFERENCE MATERIAL MAXIMUM DRY OPT[MUM TEST NUMBER TYPE SAMPLE No. DESCRIPTION DENSITY (PCF) MOlST. , DT=DENS(TYTEST ~ Ci ~t~ (~•!.lA~5~~ ~1~. 7 6,7 RT = RETEST • ~A 7 Or TEST METHOD o$ N= NUCLEAR (ASTM D 2922) SC = SAND CONE (ASTM D 1556) ° OC = DRIVE CYUNDER (ASTM D 2937) AGRA E&E Field Rep. (Initials) AGRA E&E Project Manager (Initials) Contractors Rep. (Initials) Continued O AGRA EeRh 8 Emironmental, Inc. (Rev. 7/94) *AGRA Earth & Environmental E 520 Nohh Foothilts Drive, Suite 600 Spokane. Washington, U.S A. 99207 NOV 0 8 1995 LETTE R O F TRAN S M ITi'A 'QI (509) 482-0104 Fax (509) 482-0202 L A To La.✓ ~ '.1 DATE J08 PlO. arrENnoN ~J RE: ` ~ ~ ~~.J~~.,✓~. ~ WY3.AJJ~ WQ WE ARE SENDING YOU 34ttached Cl Under separate cover via the following items: Q--Report . 0 Prints O Pians O 3 1/2" Disk O 5 1/4" Oisk El Letter O Shop drawings O Specifications O COPIES ~ OATE I NO. I DESCRIPTION . , . . . z THESE ARE TRANSMITTED as checked below: O For approval O Approved as submitted O Resubmit copies for approval 0-For your use O Approved as noted O Submit copies for distribution O As requested O Returned for corrections O Return corrected prints O For review and comment O 0 FOR BIDS DUE 19 O PRINTS RETURNED AFTER LOAN TO US REMARKS e007 r p~•~ .r fn"e~; ~'r~. ' J& &-'4 ~ t COPY TO SIGNED ~ AGRA EaAh a Environmental, Inc. (Rev, 7/94) . , AG RA Earth & Environmental DAILY FIELD REPORT I-OJECTy~ ME ` PROJECT No. FIELO REPORT No. c,~.~~e~cx_ /a-1311 ~ / - LOCATION ~ OATE / PAGE i jlk5- ! oF 4;2- ARRIVAL TIM OAY OP WEEK l.uQ Plyl SSMT I~VTF CLIENT OR OWNER Cl1ENT OR OWNER'S REPRESENTATIVE / PHONE No. ~ , . GENERAI CONTRAC R ' _ • CONTRACTOR'S REPRESENTATIVE / PHONE No. SUBCONTRACTOR SUBCONTRACTOR'S REPRESENTATIVE / PHONE No. AGRA EdE FIELD REPRESENTATIVE AGRA E&E PROJECT MANAGER IN~Lu E~ ~ • - - - WEATHER EbUIPMENT USED ~ . GOMMENTS (Describe work completed during the day; any ptoWems and their solulions) , ~zAe r q- -Wg-r tc)69C ~ ~~C~ - v ~ _ . ' .-')(0 O-P is)~ 0-f-) OP 1401t-~ t Kcs r~t~R ~,-D ~ju~A Q- . ~►..5 ~o Ae~CQN , Fl~~ T" ~ . ~ ~ 4.AQ?n A GRA E8E F" ~ d Representative ~ AGRA ESE Project Manager ~ C Contracto epresentative Oate ~ 41 hlS- Cantinued Q AGRA Earth d, Emrironrtx3ntal, Inc. (Rev. 7194) ~ , AG RA Earth & Environmental . DAILY FIELD REPORT ~ S bROJECT NAME PRQIECT No. FIELO REPORT No. ,-2"~ ~ ~ 344 4ow?ON (OL' Lit( 21 IF OATE PAGE /f /`9s CZoF 3►.. SUMMARY OF FIELD COMPACTION TEST RESULTS VARIATION FIELD FROM - OISTANCE pRY FtELp FIELO OPTIMUM PASS TEST ELEY. BELOYV MATl OENSfTY MOIST. COMP. MOIST. OR TEST No. METHOD LOCATION (FEET) GRADE TYPE (PCF) (y6) (9(,) ~q~~ FAfL .1 12.71 f:L;. 0F SAi.a,t.oL:r 14UGx. LAOt` ~ .S 'N. JF St o&: Xi.:D~skoA 10" b" 1:3c~ :c1 7-7 91•7 tZ1 ' L.Z. OF 5A~~DP I&ue-r~ l,.Vkt-~~ ~t >JAWA 9!-JIL, vF I we l F- c-P ~ oF 15AM%A04-~ P4C&-V- bo-U.e .3 ,3~% zUC~~11.~A s aF C9 Ag~-- i3,,~ ~ ~ 4~7•~ 1~ ,59' E' oF 3htMou e.: v~. LA L:,c 4 ~i8' ? f~.7r uvAtr4uR O b ~%5 071 P Z2i,c / r: • C' o,r S:NC.NAoa.: PA %`L--It LA&t ii lv A B~ ~~~{~v y-~ q?.D -P 15 S' 5-. QF 4- ot-i 0 ,26%W F4. c.~~ 5, s ~F r~NA y~cU t~ a~ ,~t,i1LDN kivrlf- -7 S a oc ~ cri :4.~~ kJS:?6 -0 6 ~ 13~ .CL 9.X 975jr tco E~ JP sAC.Ak0/-% ~-tV&lZ- LAWe d ' 0 r o~; r9 i0•` vo ' ot ~ o F s•u A~ R,~ tAt~ 'o c,g`' A~~ 13 1 <r 3.4 ?s.v- P PERCENT COMPACTION BASED ON: SPEClFICATION: ❑ STANOARO PROCTOR ASTAA D 698 ❑ 90'K D 698 ❑ 9596 0 698 ❑ MODIFIEO PROCTOR ASTM D 1557 ❑ 9096 D 1557 ❑ 3096 D 1557 O OTHER ~ OTHEA•~~•~ Z' ~J~p MATERIAL REFERENCE MATERIAL MAXIMUM ORY OPTIMUM TEST NUMBER TYPE SAMPLE No. OESCRIPTION DENStTY (PCF) MOIST. DT 3 DENSITY TEST at-'r- 1330.7 7 RT z RETEST . ' czir TEST METHOD N = NUCIEAR (ASTM 0 2922) ' SC = SAND CONE (ASTM D 1556) ' . OC = DRIVE CYLINDER (ASTM 0 2937) . ' AGRA E&E Feld Rep. (Initials) AGRA E&E Project Manager (Initials) Contractors Rep. (Initials) Continued ❑ AGRA EaRh 3 Environmentel, Inc. (Rev. 7/94) - ~ OATE: 0 ~ TO: imic. JnKv1 S • INLAND PACIFIC ENGINEERING CO. ~ COMPANY: 707 West 7th Ave., Suite 200 Spokane, WA 99204 i FAX NUMBER: Telephone - (509) 458-6840 FAX - (509) 458-6844 i FROM: • i NUMBER OF PAGES: JOB NUMBER INCL. COVER PAGE ~ NOTES: . . T1o,d. , t!jff " o .a Nv1f. ~ -irr' f ' •.13~ - ~ " ~ ~ ~ a. tozcx~ o1.t15S7-'sa.c1c FL,PIr L ~ r4- ~-'~ILL • . -o FAX TRANSMISSION i : , AG RA Earth & Environmental E 520 NoM Foothills Orive, Suite 600 , WashingtS.A. ~~7 LE7TER O F TRAN S M ITTAL 509) 482-0104 To OATE ~ JOB NO. 2-)", ~ ATTENTION ~/f II / l ~ 7a o / tiLE 114 RE: er~w• aJa~ ~~sJe..~c. l/C WE ARE SENDING YOU ~'`iAttached O Under separate cover via the following items: E3--Report O Prints rJ Plans C! 3 1/2u Disk O 5 1/4" Disk O Letter O Shop drawings O Specifications O COPIES ~ DATE ~ Np, I • . DESCRIPTION ~ ~ ` ~,~--~,~•<<~ ~ s . ~ - . mb~F..a.l 1 THESE ARE TRANSMITTED as checked below: O For approval O Approved as submitted O Resubmit copies for approval 21- For your use 0 Approved as noted O Submit copies for distribution O As requested O Retumed for corrections O Retum c4rrected prints O For review and comment O O FOR 61DS OUE 19 O PRINTS RETURNED AFTER LOAN TO US REMARKS _d_~.~t ' ~ r - • Y ' . ( / . 4 ( . . ...i..e~ . COPY TO SIGNED ~ AGRA Eart11 & Emr'upnmeNel, InC. (Rev. 7l94) , AG R A FIELD REPORT Earth & Environmental DAILY ~ PROJECT NAM PROJECT Nc. FIEIp REFO No. OATE PAGE IOGArIQN OF ~ ARRIYALTiME DAY OF WEEK S SQT W T F ((X1EN'T OR NER CIIENT OA OWNER'S REPRESEPlTATtVE / PHONE No. • GENERAL CONTRACTOR ~ CONTRACTOfi'S REPRESENTATIVE / PFtONE No. SUBCONTRA OR SUBCOI+ITRACTOAS REPRESENTATiVE / PHONE No. ~ Q Vv~Te vo 1/1 AGPtA E3E F UaREPRESEt~'LATIVE AGAA EbE PROJECT M~N GER ~ a b ~V . WEATHER ~ r EDUIPMENT USEO y - COMMENTS (Descrfbe woAc completed durirg Me daY: a^Y Pmbiems and their solutions) . ^ . . 42 `rv`-~p eF ~ V 64 C'* ~ r Q y ✓ 1 ~ 7_A" ` C w,1~k 10S r AA- ''T' ~,-e C ~e.;~ t~ ~ ~ ~ r O Aftt-011- A~ LayY, ~ a4- ~ s AAA, <///JJ//)) Dy/A/ Y e )~%GRAUE Field Representative AGRA E&E Project Manager ~ ~ Contraciors Representative Date ContinuedA AGRA Earth 6 Emirorxnental, Inc. (Rev. 7/94) ' , AG RA Earth & Environmental MATERlAL FIELD REP4RT P ICT N ~ 3 11 FIELD RE~ ~N~o. LOCATION OATE ~ PAGE ~ OF ~ /1-~ PERMIT NUMBER WEATHER GI ~Q.1~/~ ~ ~ CUENT OA QyyHE~~ ErtGINEER _ GL[1 I GENERAL CONTRACTOR I ~~ITECT TYPE OF INSPECTION PERFORMED , TYPE OF STRUCTURE INSPECTED FIRESTEEi. ~ STRUCTURAL STEEL FABiiICAT10N ~ F0071NGS ~ COIUMNS 0 REINFQRCEO CONGRETE ~ STRUCSI7RAL STEEL ERECTION 0 AUGER CAST PiLING ~ SLAB-0N-CiRADE FIREINFORCED MASONRY DEXPANSION 60LTS ~ GRADE BEAMS ~ STRUCTURAL GRADE ~ SHOTCRETE U F RE PR FING ~ WAILS ~ POST TENStONEO SlAB onH~ (sc~r) ~~v~. ~OTHER (svear) - 1YU , :t? SPEClFIC LOCATiON(S) . . . ~ . • • - - GRIOS ! .~/t v 4 v~P ~ 1 h C G ~.~~'~_cac • . -7 eT,~A S,9L 17 -5; It' - ..ti ~-';"~ARKS C, v 'I CA ~ ~r- Q CONYINUEO ~ ~.A y. ~'Vc`'~ 't: Y'V~!'F".~"• ~r"' 'Y, -°'~it,-ir~':~-~;} '-;l''•'=~'r••~,;i.:s,.-~tt '.r;;td;::{:f?,,,,t'i„`' '•4:• '<:`::•i~.a'.►:~'"'.'.o - ...e:~ys;;;~~;y;_P~~~hi~ '~?.'r~ y '1,~i~ '~~•~'S~ y, ~.)7~. • ,(r.a . ~~v s~ ►fJ, r~~ .tt;...~i~ j`ii'~~~ V.~~R`4 H~ r,t~' )Z: wr~ y. 4 ,5 ~ ~`a~ ~a3.~li;~~.~. r C~l ~ F , ~r~'y-::s irljy t•' ~ - Y_. 'fs'-'~: a~ k••.. :Y:• }'t=•. t Jca~i_'$ ~iri,~l~iy~..,:~~~`Y~~'~ *•1n~i: ~1~r. '~h: ~ '~.e.r•:~:.Y'FY,...:d?.-.a~~::l, o=_"'' s. ~:}yt~ ..c'•,.:f. SUPPUER MIX • -79 a ~ SUPPUER ~ - MATEf~IALTEST REPORT No. MATEAIAL TEST REPORT No. ~ SLUMP (IN.) ~ • Q AIR OOM'ENT SLUMP (IN.) / OE,SIGN STAENCiTH (PSQ ~ CD DESIGN STRENGTH (PSI) ~ No. OF SAMPLES y No. OF SAMPLES / X-AA&S PlACEO TOTAL CU YARDS PlACEO TOT/LL CU CONCRETE TEMP. (Oep F.) ~n -7 fiR66T TEMP. (Deg F.) TIME AIR TEMP. 71ME AfR TEMP. . . ;p~ -'r "'{I-*1~'i*sj'jrF 9. .~i ~~w~ /~r ~ : ' p,3:.,~:^•:?` • • AQ•, • `•r •~s;:~~,,YSL`~:i • , ' . ;'T' i~'t•~~~i~~ , G~.VVHF~i1~IV,VG'1'.'.'.'~' . ~3 '•`c':' ' ' ' . MO~~I1~1. ' r't•~•• tii' .t ~,y~ r,/`irJ. -y w.i;n witfc ' - , • y - S• _ . t• '1~ r • . „ i .t . TYPE OF MORTAR ~YES IF NO, EXPWN MATERiAI. TEST REPflAT No. ❑ NO SIUMP (IN.) / aESIGN STRENGTH (PSI) ~ No. OF SAMPtES ~ TOTAL CU YARDS CED AAQRTAA TEMP. (Dey F.) T1ME AlR TEMP. Inspector Date AGRA Earth d Ettv(rotvnentel. InC. (Rev.11194) , AG RA Eartn & Fnvironmental DAILY FIELD REPORT ~ PROJECT NAME PROJECT No. FIELD REPORT No. /I a~ OATE ~ PAGE 4/ SUMMARY OF FIELD COMPACTION TEST RESULTS VARIATION ' FIELD FRQAA UISTANCE ORY FlELD FIELD ppTiMUM PASS TEST EIEV. BEIOW MATL OENSRY N101ST. COMP. MOIST. OR TEST No. METHOD LOCATION (FEEn GRADE TYPE (PCF) (96) M FAIL ld~vtv ka.,.r-; 30 , 0. o4:-3zCA*-6,,L, 4- e Fe~ - ~ y g ~Ga1w~o n~w- r t ct w c • 3 5' u?. o-{-SQ 1 ~\w~c•.1~ . ~ 4a wo c,~saI rAC~ OO 1~5. yoo' o-rt5a 1.~.. S ~a 1 w.o~ ~~a•-1q~Y •A . 1 •0 ~ ~Q~rr~Gvl~1Vl'ruet40 o~ ~O -F?aI~,% " I~,.~ t~,,,.,~~ b~• _128. fe 3_ 1 9Z. 7 3.6 Iz- jAv~e . . ~t~~Nb•r. ~uC✓~~t M " / ~ ~t . , - y 4~ ~ Y q ~ / i itJ_ 7 ~ V7.. 19 . ~ 4--71 ''o'S 4tD ~ Q $ e ' PERCENT COMPACTION BASED ON: ' - SPECIFICATION: ❑ STANOARD PROCTOR ASTM D 698 O eo% o ssa p asx o ssa ~DIFIED PROCTOA ASTM p 1557 ❑ 90% D 1557 ❑ 80% D 1557 ❑ OTHER ~ OTHEA MATEftIAI REFERENCE MATERIAL MAXIMUM ORY QP'TIMUM 7'YPE SAMPLE No. OESCRIPTION DENSRY (PCF) MOtST. (X) TEST NUMBER (~ENSITY TEST .C 13 &,4-4.7 RT a RETEST TEST METHOD ' . 0- NUCIEAR (ASTM D 2922) ~ SC = SAND CONE (ASTM D 1556) DC = ORIVE Cri1N0ER (ASTM 0 2937) AGRA E&E Field Rep. (Initials)ZM AGRA E8E Pro1'ect Manager (Initials) Contractors ReP. (Inftiats) Continued ❑ ~ AGRA Earth 3 Erwironmental, tnc. (Rev. 7/94) SPECtFIC GRAVITY OF-BlTUMINOUS MXTURES GSHD -TM 306-A (F) WORKSHEET . ' Project: 1~10CCwALAc. 02`0 3" Project - Sample Depth: Lab a Location/Source: I,~,bj ,~,~,A A~ <<~ Su~cE Et~~..1~~ Date Tested: c_ S~ Material Description: A,~N aL., Tested BY. l.ti .~c.~~ r--~ JAR (PYCNOMETER) CALiBRATION . . Wt. of Jar, Glass A a980 .Y g a980 g a9$0. 7,' g Wt. of Water, Jar, Glass B -7:5-6 3. b g ~ 3 g 1• I g 7 3~p .g Temperature of Water C ? 1_ ? °F 75• °F -7 q "5^ °F (Gw) Temperature Conversion Factor D.~~ 7155 o'?_ 7 . 7 1 7.2 9(o ,997 3T( . , (Vp) Volume of .Iar (B - t~) ~ D E~ yy (a ~ E~ c~ m. wi«~ (AVG. VP) ( E, + E: +E3) - 3 F o. N~bcr • 'Yq l I .9 ~ N SPECIFIC GrRAVI1'Y & MAxIMUM DEMSITY ' k.at No. ISublot a Tcst No.4.ot No. RSublot a Tat No. h.ot No. kSubtot or Tcst No. Wt. of 1ar, Giass 1 a4`~Ej g g g Wt. of Sample, .Tar, Glass 2 cIp -Ia, o g , g g . -(Ws) Wt. of Sample 2-1 3 1091. g g 9 c e Wt. of Water, Sample, Jar, Glass 4 $ a vS. 3 g g g (Ww) Wt. of Water 4-2 . S 39to3 . 3 g g g Temperature of Water 6 7 33 OF OF OF (Gw) Temperature Conversion Factor 7 Qq7 47 7 . Volume of Water 5= 7 . g 3q7 3. 3°C . °c °c Volume of Sampie F-= 8 9 y3 8'• (o °C °c °c (Gz) Specific Gravity 3= 9 10 4, qg7 (MD'1) Max Density Test Result 10 x 62.4 11 ~'55, Z PCF PCF PCF Difference Between* 11 & I.ast NSANID PCF PCF PCF MovrxG AvERAGE MAxDtum DErrsrrY (MAMD) No. of MDT: N0. MA.SAD No. MAMD No. MMO Avmged MAMD (Using MDT From 11) ~R It PCP PCF 4 . Remarks: r ~ • 0 ucEFO~t.PVa s1tvsa A G R A Checked by: _ Earth & Envlronmenta! E 520 Norih Foothills Orrvg. Suite 600 Spdkane, Washington. U.SA 99207 . . . . ....i. r ~ . - . , . - • • ~ i' ' o e. i A G R A Earth & Environmental NOV 21 1995 North Foothills Drive. Suite 600 • -(ane, Washington. U.S.A. 99207 LE~'E R O F TRAN S M I1TAL ~ ~09) 482-0104 Fa~c (509) 482-0202 To oATE L~oil JO8 NO. ~o nrrENnoN )C./ aE: i..► o - WE ARE SENDING YOU O tAttached O Under separate cover via the following items: 9- Report O Prints O Plans .0 3 1/2° Disk O 5 1/4" Disk O Letter O Shop drawings O Specifications O COPIES ~ DATE ~ Np. I , OESCRIPTION t I~ ~ ; ~A d' ~ . ~ -7~ ~ 14 ~vcv~dc 14 0..~ THESE ARE TRANSMITTED as checked below: - O For approval O Approved as submitted O Resubmit copies for approval CrFor your use O Approved as noted O Submit copies for distribution ❑ As requested O Returned for corrections O Return coRected prints O For review and comment O O FOR BIDS DUE 19 O PRINTS RETURNED AFTER LOAN TO US REMARKS CC ,~.a- x . , . ~ COPY TO SIGNED AGRA Earth a Ernlronmental, Inc. (Rev. 7194) ~ ~ 4^3 AG RA rth & Environmental DAILY FIELD REPORT . PROJECT N PROJECT No. FIELD REPORT No. `1 ~ ~ ~ ~ 1 422 3 LOCA'fI0 DATE PAGE / p 9 ~ J pF ~ ~ ~ ~ ~ P.• ~ ' ' ARAIVAL TIME OAY OF WEEK '-7: 3p f}y,,,- S S M T WCF ~ ATIVE / PHONE No. CUENT Cr ~*Q WNER CUENT Oa OWNER'S ii P ESENT ✓ Ol CO vSOh S A f s-~-~ GENERAL CO-:TRACTOR r CO CTOR'S REPRESENTAT1VE i H N o. G ~ 161, SUBCONTRACTOR SUBCONTRACTOA'S REPRESENTATIVE / PHONE No. W j ~Cw ~ f? a vi AGRA EbE FI EPRESENTATIVE ~ AG E P OJECIMANAGEA C" _ ~ WEATHER . EOl7iPMENT USED Ca I d'&~' y ~ . . coMMFNrs (oescrine work oomaetea auring we aar, arir wower„s a„d a,eir sotutiorts) r"i 11j O ~ S '1146 a-~ • o► ` V a~ ~1 4- uJ 4 S r ao_~.-t4,Qs~ ~JA a.S~ ~ ~ v-t,. ~w~ s -JarQ a5'p1~a 4- o'. . \Qvt~ 04- ~U =aa --je-tr I Uero & yi S, Ar a *~0~~►3'1w, C vtiU,d U 1S3..S cy k s ~ 40 _ ti (OCL ~ uaa~ -P-~ t~ t~.\u a~ a•-a Lo- Uei~ ~ 4-'v-4 G `~.~:1 v~nV►.... Q . . 4-,.. T, 1Gt ~ `,/T V~LAV' 1 Su ~ 2~L4- r Q.v..noc~'- ~Q'~ ~~j Fs ~ esj~ ii&P)0~r ~•a ~t KS ~ ~ ~ _ ~`1 t~ ~ ? ~ ~t ~~if~,AC~, v-~ S ~1.~ ~3 Gti~,}¢ ~ ~1 ~ ~ S ~ oL••_ Q g ~ ~ ~ C'IGRA ~ E8E Field Representative AGRA E8E Project Manager Contractors Representative Date Continued ❑ AGAA Esrth b Envirotxnental, Inc. (Rev. 7/94) ~ AG RA h& Environmental DAILY FIELD REPORT PROJECT N , ' PROJECT No. FIELD REPORT No. 'rv~ 1 3W C~) ~ ' DATE PAGE I C27 Of ~ SUMMARY OF FIELD COMPACTION TEST RESULTS _ vaawnoN . FIELD FROM DISTANCE ' ORY F1EL0 FlELO OP'T1MUM PASS TEST ELEV. BELOW MATL OENSITY MOIST. CQMP. MOIST. OR TEST No. MElN00 LOCATION (FEET) GHADE TYPE (PCF) (96) (96) (94) FA[L 1 ~/~,1av~► ~Je-. ~ 5 ~a.1G~ Nr..~ I a f fl'a ~ Z5' a~1a~a E. oFsa I ~ Q trwkax w•~,,, . :rnd 7 wAv _o; Aa V4 k~-, ~o tN • o-f= 54 1•++c.4 3 w Z~ S I /f 9 1.e ta.Wn A•w.. ,Zg h .c Ot1,,c.r la.~e. 6~ t• ~ - 's. o ~~ral~a.r.a A v,c.., 100'g, o f=sa iw.a.% eww . . • ~ . o ~ ~,r..o.~ ta r•c~ f~ut., 1 s z 'N, o ~ s t~.,b11 h~ , &Z. 9z• I - ~ Kalcu.•4 ,-3 S~. of S...w 14. Qiv~t.r tar.e ~ ~ r. ~ • . ~y~ Z - 9Z. 3 - ~ ~ a~~ •~a~tav~a► AV&•, 1.50 `W . a + S +tia ICe V01 1,% ' 193.Z - 9Z.3 - f ~ d,u,~a A+K., so'u~ • o~"s~a 1G.. ~i,~,. 1a~i ~ ~ . s. • ~ ~4~ - 9'Z~ 9 - ~ ~ ~aV&A , zs Ea Se iw-o.► Rm,,,4V-e lyy ~ 3.3 - ~ ~ na~taV.a A~• !So'aj. o-,~*S ►M► lCX 1-h ve V 1 A&%t - . ~ / ~ ' ly3.7 - 63,0 ~ - `h°►""` A-ve., ~ s 6~aYc. E~v+w 1 c►v.e _)43.~ _ q3, ~ - . V . v ,►.dtM,~► 's . j Z ~V14Z.~ _ ~.3 w1,o1'~iu~--~s'f~ or►~ ~s ~ ~ f~ PERCENT COMPACTION BASgD ON: SPECIFICATION: ❑ STANDARD PROCTOR ASTM O 698 ❑ 8096 0 698 ❑ 8596 D 698 ,Co ~ MODIFIEO PROCTOR ASTM D 1557 ❑ 909G 0 1557 )RSMD 1557 Pf 13 Z 1~ 14/t- '~ZO1NER-fZ ~OTHER,~IZL ~~G14t_ ~ MATERIAL REFERENCE MATERIAI huIMUM DRY OP'TiMUM TYPE SAMPLE No. DESCRIPTION DENSfTY (PCF) MOIST. ( J6) TEST NUMBER p3 0ENSITY TEST " RT. REiEST v L..s TEsT nnETHoD It, 307-7 " wea v~ NUCLEAR (/~STM D 2922) ~ . SC . SAND CONE (ASTM D 1556) DC = DAI1/E CYUNDER (ASTM D 2937) . AGRA E&E Fleld Rep. (Initials) AGRA E&E Project Manager (Initials) Contractors Rep. (Initials) Continued ❑ nGFiAn Earu, a Envimmar►tal, (nc. (Rev. 7194) , AG RA ~"--artn &Environmental - DAILY FIELD REPORT . PROJECT NAME ~ • PROJECT No. FIELD REPO T No, ~1vP~~,ra 11C Z ~ 1Z- l3 l l ~ LOCATION OATE PAGE cl - IY-qs ! oF Z ARRIVAL TIME DAY OF WEEK Z;/S S S MOW T F CUENT OR OWNER . CIIENT OR OWNER'S REPRESENTATIVE ! PHONE No. Q2u o GENERAI CONTFtACTOR ` CONTRACTOR'S REPRESENTATIVE / PFiONE No. SUBCONTRACTOR SUBCONTRACTOR'S FiEPRESENTATIVE / PHONE No. CC4 w.ew,L,% AGHl1 EdE FIELO REPRESENTATIVE AGRA E&E PROJECT MANAGER 'DQvIN gO~ /TvI~t.O lel wEATHEA EQUIPMENT USED r-~,'O ° cj ea 1r COMMEKTS (Describe work oompleted dtrhg the daY. arY Problems end Uieir sdulions) . R vv~ dH -S. 7-G 4-c) '+eJ + Cb 1.v. 1D6t GA b%.. 4'~ ~ G( S e C d!/. I,SE' p~ Gt C e.AS~ u kQ ~ i ve r Lat-,P e til-%-u&nc,p, (tJ«"" A)ie (z ~ 30 aL01%~ o~ Su i,+4 o.-, 1.zAt, e, o&, P lps" s Lee4 1o-c LLC- L'a ve✓'S Le't ~ • - . A -l-a 4-n I o e ws 4-e s -Ls we ve- j-cLJ pos s eJ, S o m,. P Tt-a L4' A 10+ ~ s a fw. a*, • - - 12tv,e vl Lc4vie g Gl,~d O t.. D V►/ 1 S O u V 0 `01 +l~ P . J i bu$e cp-vys o ` ~s P ' L 's -6o, As l c<<~.w- . - ~ ~ ~ AGRA EB~E Field Representative AGRA E&E Project Manager Contractors RePresentatnre Date Continued O AGRA EeRh & EnvltOiimenl8l. Ine. (Rev. 7/94) - ~ , AG RA _ ' 1rth & Environmental DA1 LY FI ELD REPORT , . . PROJECT NAME , PROJECT Mo. FIELD REPORT No. R~v~vw~,llc Zv+~~ a~~ 3~ ~ad • IZ-13 I~ Z~ OATE PAGE ►~~1~/~S" Z oFZ SUMMARY OF FIELD COMPACTION TEST RESULTS VARIATION FIELD FROM , OtSTANCE ORY FIELD FIELD OPTIMUM PASS TEST ELEV. BELOW MAT'L OEtJSITY MOIST. COMP. MpIST. OR TEST No. METHOO LOCATION (FEET) GRADE TYPE (pCF) (96) (q~) FAIL 1 + so - P 0lVt1r itM (r EV1 T 1~'U bt Ce 1391 iL v /00 Z Shtik~~ttlc.- LtiHe- << + Jmo " 112.4 4, 1 9s•s ~ JL, 4~vs-,+ ta4t 6)4 3 3 5a`w•0161, RiVCY Lat.,f, 133.3 6•7 q& l p 1-Aay. 2l vC rL0,,, e- F►-o.&I f~-o + ~ 61K I 132. 3 6e, q.S. q P ~ Sci ~ k4 ati. ~c+~vLti eF~'°Ht Lv~ Z-61k~ 1~y,1 ~.g `~6• ~ P , . . PERCENT COMPACTION BASED ON: SPECIFICATION: ❑ SfANDARD PROCTOR ASTM D 688 ❑ 8076 0 698 ❑ 959L D 688 • ❑ MODIFlED PROCTOA ASTM D 1557 ❑ 809G 011557 ❑ 90°X. D 1557 ❑ OTHEH ❑ OTHER , MATERiAL REFERENCE MATERtAL MAXIMUM DAY OPTIMUM IYPE $AMPLE No. DESCRIPTION OENSI'TY (PCF) MOfST. TEST NUMBER OT . OENS(TY TEST ~~Y v • ~ I3CCk, CS. 7 RT s RETEST TEST METHOD s N- NUCLEAR (ASTM D 2922) SC s SAND CONE (AS'TM 0 1556) ' ' DC - DRNE CYLINDER (ASTM 0 2937) AGRA E8E Feld Rep. (Initials) -TrL AGRA E&E Project Manager (Initials) ~ Contractors Rep. (Initials) Continued ❑ ~ acRA Eartn a ernrironr„ensal, tnc. (aev. 7t94) . , OAGRA =arth & Environmental DAILY FtELD REPOR ~ 4 PROJECT NAME PROJECT No. FIELO REPORT IOCATtON OATE PAGE / / - / oF ~ ~--y - ARRIVAL TIME DAY OF WEEK SSMT& F CUENT OR O" ER CLIE OR OWNER'S R RESENTATIVE / PHONE No.. )tct ~ ~ ~ ~ Q Cp1o GENERAL CONI'ffACTOR CONTCTOR'S REPRESE1dTATiVE / PHONE No. ~ ~ v ~ ~ SUBGONTRACTOR SUBMCTOR REPftESENTATIVE J PHONE No. i^ I. h(~ ~ '1cP-~I ACiRA EbE FIELO iiESENTATIVE ~ AGRAEd ECT MANAGEA I A A"N.0 WEATHER EQUIPMEM' USED rpgA ~f,- i -L ~ - COMMENTS (Oescr6be woAc completed dur4N the ddY. ar►Y Droblems and thefr sotutions) . ~ • 1~ ~ J ~ 4, ~ ~ .~O ►r . ~ 1 . . ; ~ w ~ ~ ~~r~ ~1~e~,v~ o~ ~~,~,e* ¢„~►,~ai ~ ""-rb vAC, 4A-- ~A-J -7.) ~ o~ n~' ~~t c~4 S ~r Zc.~ v~ .~}c 4- I -'U O A4-, ~ ,a S P~a In ~P ~ ~ 47 S 6a-14' ol ,1a 5i► ~o► 5 au`~ Girv-- a v~+~ S a~~O ~ w•.~p `~'~1~E' r'r ✓ i ~,C~UuTsed/ ~r,e._ l.~eiva~ o-~ t.~.~-~~ ~ ~t Q -~-1 t S ,4-u,R * . AGRA E&E Field Representative AGRA E&E Prgect Manager - Contractors Representative DatP Continued ❑ AGRA Earth 3 Envitonmental, Inc. (Rev, 7194) A G R A . ~th & Environmental DAILY FIELD REPORT PROJECT NAME . ~ ~ PROJECT No. FIELD REPORT yp. 2 1~ 13 !1 ~ S PAGE DATE oF SUMMARY OF FIELD COMPACTION TEST RESULTS VARIATION FlELD FROM OISTANCE -CRT► FtELD FlELD OPTIMUM PASS TEST ELEV. BELOW MAT'l OENSRY MOlST. COMP. MOIST. OR TEST No. METHOO LOCATION (FEET) GRADE TYPE (PCF) (9c) (96) (9G) FAIL I ~Sa ~v„o~1 eh,t , ►Q r►L' ; so~~ . v~ LA l,MCw gr, V[ 1. Il~ IIQ~.r. I S'' , o,F c A/G 193.1 SAlw►!4% vt•+ 1'l wt'~ 100'0• of 3~ 1~o ~ l~ur . 1q•~►ti 13'N • o r~ jyZ. 9 . 3 'SQ% w~ .n ~1.c,• 1~~C; a ao'~. a+ s& t w.a, r~1ur.. 0 "71N:o-ft 1y3.5 A 1N►Zy~ F-~ ~tNl' o -f 5 a Nwv-n ~ Vi[ V' y S `Sa I•wr+ e1w v i a ve; 17 S'E- • o f5,~ 1", n u y - . ~ 14•~t -3's.o~ 5 r~a Yt~ ~ t~~ ~ 70 . ~ T~,rJ~ta r..► A~, ~ o~ 5N,4tZe ~.1~✓ 1Q~w.C~ 50 ~ • • ~v.~e1v~A /QL[. t . ~ IJ a t . wz 9 • sv.a Ve Ila.,e.. \aN.r; Z o'N. vFT•.1hc4w A^i. 1E_ . 1 S13. L ~ 1 - N ~at+%►r~ 0.~^+~: 3o s- v~- ~C1-4~. 111 V-4; 0 f-3::,dt,K., JAe. )Irz.7 . PERCENT COMPACTION BASED ON: SPECIFICATION: ❑ STANDARD PROCTOR ASTM D 698 ❑ 909G 0 698 ❑ 95% D 698 ❑ NIOOIFIED PROCTOR ASTM D 1557 ❑ 9096 D 1557 ❑ 9096 D 1557 ~KOTHER --~l bftK1Jy NVOTHER _!R /p 04 MATERIAL REFERENCf MATERIAI MAXIMUM ORY OP'T1MUM TYPE SAMPLE No. OESCRIPTION DENSITY (PCF) MOIST. (X,) TEST NUMBER DT DENS(TYTEST ~pK~•st ~ J RT = REl'EST - TEST METHOD ~ (DNUCLEAR (ASTM D 2922) ~ SC = SANO CONE (ASTM D 1556) pC a DAIVE CYUNDER (ASTM 0 2937) • ~ AGRA E8E Field Rep. (Initials)7KA ' AGRA E&E Project Manager (Initials) Contractors Rep. (Initials) Continued ❑ AGRA Earlh 3 Environmantal, Inc. (qev, 7/94) L, A G R A 74h ~ Environmenta~ DAILY FIELD REP~RT - PROJECT NAME ~ ~ ~ PROJECT No. FIElO RE ~lo. ? ~ ~a p " PAGE „ IOCATION / ~ _ /6 O ' • ARRIVAL TIM OAY OF WEEK ~ S S M TKT- CLIENT OA OWNER / CLIENT R OWNER'S REPRE ENTATIV / PhiONE No. _ c'ae=CTOR'S GENERIIL CONTAACTOA COMRAN0. C, ~ S UBCONTRACT4R SUBCONTRACTOR'S REPRESENTATiVE / PHONE Mo. ~ E POJECT AGER ACRA Ed.E FI ZU EP SEKTATtYE AGftA E&~ ~ ~~J WEATHE EOUIPMFNT USED ~ - COMMENTS (DosCribe work comPFeted durtV tfie daY. e^Y Orobtems and theEr sdutions) - ~ Z-e ~ - , 3 • ~ n , ~ . - ► ~ ~a AGRA E&E Fie1d Representative AGRA E&E Project Manager Contractors Representative Oate ConGnued ~ AGRA Esrth 3 Environmental. Inc. (Rev. 7194) , AG RA Earth & Environmental MATERIAL FIELD REPORT ).'7 , PROJECT NAME j pJeqp,~CT73FIEI.D R~~o. i L ~ LOCAnQN DATE_ I ~ ~ PA~ OFV PERMIT NUMBER WE-~TFiER ~ CUE1dT Ofi OWNER ENGINEER ~ GENERAL CONTRACTOR J~ ^ V AACHITECT i~ ~ TYPE OF INSPECTION PERFORMED TYPE OF STRUCTURE INSPECTED ❑ RF-STEEL ~ STAUCTURAL STEEL fABRICATION ~ FOOTINGS ~ COLUMNS ' EIREINFORCED CONCRETE 0 STRUCTUFiAL STEEL EHECTION ~ AUGER CAST PILING lAB-0N-GRADE REINFORCEO MASONRY ~ EXPANSION BOITS ~ GRADE BEAMS F~ STRUCTURAL GRADE FISNOTCRETE ~ FIRE PROOFIN(3 . ~ WALLS ~ POST TENSIONEO SlAB D'0TMEA (Spec'h') ~ OTNER (SPwXY) . SPECIFIC LOCATION(S) . Gaios ~ • Yi~ ~ 1AHKS CONTINUED ~ CONCRETE . ~ GROUT SUPPUER MIX a -ZR0 SUPPUER \ . MATERIAL TEST REPORT No. 0ca . MATERIAL TEST REPOR. SIUMP (IN.) ~'S " ' AIR CONTENT SIUMP (IN.) ` DESIGN STRENCiTH (PSI) (3cx)(3 v ` DESIGN STRENG11i (PS1) ~ No. OF SAMPLES No. OF SAMPLES ~ TOTAL CU YARDS PLACEO TOTAL CU YARDS PLACED ~ CONCAEiE TEMP. (Deg F.) 7 6 6 GROIJT TEMP. (Deg F•) ~ TiME 3AM Q~.TC~ AIRTEMP. T1ME AIRTEMP. ~ • •::-=~~'-A~l~~TEMS ABOVE WERE IN CONFORMANCE-WTTH ' ' - r .r:Ca+ L., . MORTAR ' ~.BUIDING DEPARTMENT APPROVED PLANS - rrPE oF ti,o ~ Y~ IF NO, EXPIAIN MATERIAL TEST REPOhT~. SLUMF (IN.) \ DESIGN STRENGTN (PSI) ~ No. OF SAMPLES ~ TOTAL CU YAfiDS PLACED ~ MORTAA TEMP. (Deg F.) \ T1ME AIR TEMP. \ ln5pedOf Date AGRl1 EerUl3Vnv004mental, Inc. (Rev. 11/94) " , AG R A rth & Environmental DAILY FIELD REP4RT (:I PROJECT NAME PAOJECT No. FIELO REPOAT No. , ppTE PAGE V-7 IOCATION &DM6A) ~ ii-17-96 ! oF ARRIVAL TIME DAY OF WEEK ll:SXS SSMTWTFO CIIENT OH O 76A0 Cl1Et~[T QR OWNER'S REPRESENTATtVE ! PkiONE No. - ~A~4r35fIJ~ P Zt GENERAL CONCCTOR Cq~4 ~A'S REPRESENTATiVE / PHONE No. ~ ~ SUBCONTAACTOfl SUBCONTRACTOR'S REPRESEN7ATIVE / PHONE No. Ca,me S-) AGRA EdE FIEID REPRESENTATIVE AGRA E&E PROJECT MANAGER b* WEATHER EQUIPMEPfT USED ~ewu:b . COMMEMS (Descri)e worlc completed duft the daY anY Probtems and their sdutions) • v~U , . ~ : t 1►~ ANn t100 - ~ ~Q ~ T. »L ~ ~ ~A AL)9-. D SOA~ i ~..~J ~ ~ ~ 7*4 ; s ~ i,~PjT- zra~ L&.)F : cs.U4L3 -Gje,~ I;n.g. Sl. rJ A-02 c A.ID ~ r+GRA E&E Field Representative AGRA ESE Project Manager Contractors Representative , Date Continued ❑ AGRA Earih 8 Envlronmental, Inc. (Rev_ 7/94) - . _ , AG RA Earth & Environmenta! . MATERIAL FIELD REPORT PROJECT NAME , • . PROJECT No. FIELD REPORT No. Qtv~ naA.> a.7 LOCATION ` OATE PAGE 7 9,S c~ oF 3 PEfiMIT NUMBER TMER Cc.ou.D y CLIENT OA OWNEa\ ~ ENGINEER 1~74~1 Y ~6~4c~v3 LEZ GENERAI CONTiiACTOFin ~ AACHITECT l../g'~'r1El'L.+C,~ ~J TYPE 'OF IN3PECTiON PERFORMED TYPE OF STRUCTURE INSPECTED . .•r ~ RESTEEL ~ STRUCTURAL STEEL FABRICATION ~ FOOTINGS ~ COLUMNS ~ REINFORCEO CONCRETE ~ STRUCTURAL STEEL ERECTION ~ AUGER CAST PILING ~ SLAB-ON-GRAO£ EIREINFORCEO MASONRY 0 EXPANSfON BOLTS ~ GRADE BEAMS 0 STRUCTURAL GRADE f I SHOTCRETE 0 FlRE PROOFlN(3 ~ WALLS 1:1 POST TENSIONEO SlAB ~ OTHER (Specily) %D AE' (,V/¢!-K. ~ OTHER (Specily)__,:j'~j>E [ L,)AL~L SPECIFIC LO.,CAT10N(S) . -'r`;.- . . . . . . . . caios L&J~.Et-r-Ti6il,t5 c:~F ZtJDtAllJi4 )DS ` ~j2 .1~UD~rANA ~N~ F' SAt/+~dyJ ~i.vt~ Jc . ~iv'D E-~w~~'ix 9A 0 ~2.. LA oi,. 10?C'r25amu') - . • . -,.AkRKS . CONTINUED 0 J1I~CRETE ' GROUT a: SUPPUER MIX t`jQQ ~p SUPPUER AAATERIAL TEST REPORT ko. Q3 • MATERIAL TEST REPORT No. SLUMP (IN.) AIR CONTENT ~ * ~ • SLUMP (IN.) OESIGN STRENOTH (PSI) ~ OESIGN STREN(3?H (PSI) No. OF SAMPLES 3 No. OF SAMPLES TOTAL CU YARDS PLACED 3(~ TOTAL CU YARDS PLACED CONGRETE TEMP. (Dog F.) GROIlT TEMP. (Oeg F.) . TIME t AIR TEMP. (Qa O TiME AIR TEMP_ . . . ='ALL;IREMS! ~&A- YES . . . ABERE'IN CONFORM A;NCE;wnH . MORTAR . : ,•,BUILDI~`NG~REP~~ENT`APPROVED PLANS; : • . • . . TYPE OF MORTAR ~ IF N0, EXPLAfN MATERIAL TEST REPORT No. ~ NO SLUMP (IN.) DESIGN STRENGTH (PSI) . No. OF SAMPLES a ~ TOTAL CU YAROS PLACED MORTAR TEMP. (Deg F.) TIME AIR TEMP. Inspector.4 dcIM.e.CtL " Date 1-95 nGRA eann a Envi►or,►neniat. tnc. (aev. »rae) ~AG RA ~ Earth & Environmental MATERIAL TEST REPORT 1ECT NAME ~ PROJECT No. TEST REPOR hto. Q ~ LOCATION f ` DATE PAGE _jj~ ~~~io OF PERMIT NiJMBER WEAT1iER G'i.0(.~Dt,/ i CUENT OR ~ )~js ENGINEER GENEAAL CONTRACTOR •AACtiITECT C~/4tyJt~~201t.I ' • ~~,?t:, ~ ~y j^4• ~.3^;i:~~`'L'~rl . - - ~ - ~ . ; . D DATA_..~. REaoarEO eaTCH oATn SUPPUER M1X No. -^1 Q O~ I PLANT No_ ~O ❑,~pg MIX CEMENT TYPE ~ ~ TEMp. (Oey. F) I YIELONHJT ~ DESIGN I~ ACTUAL ~ CONCRETE ~ dROUT TIME I TRUCK No. I TiCKET No. 9G AIR I SIUMP I OONC I /UR I WEIGHT MIX No. I I ~ ❑ N,oFffaA 8~ S!~' ~~a3 I yab73q T~ ~!QR'a ~ y0 ~ ceM LBS. ❑FLEX eEAMS I I I I I ~ ~ F ASH LBS.I I E] PRISMS I I I ~ I , ~ C AGG LBS_I I 0 GROIlTED DESIGN STRENGTH' • _ p$I 0 a~ DAYS C AC,O LBS.I I ~ UNGROUTED SLUMP SPEGFIGATIONS TOTAL CU. YDS. PUICED YOS3 C AGG LBS.I I OTHER AIR OONTENT SPECIFlCATIONS I LOAD SIZE ~v YDS3 ~SAND LBS. I I ' • - ' H20 LBS. I I Y ..,L..,(I, -s~y'~# ~ ~ " ~ '1' l Y! ~•y~ Ef 1 f ~•'~w I.''.ti, v,~;.. ok, GNT-AREA. ADMIXTURES ~ <C~}: ' . . ~'y. . . ~ . . ' •S., • . , . - ' E] FOOTINCi$ CiRID3 I , , • " I I wnLLS ~ C2j9RA_W QtJ Zi.sv iRNA pUE AIR ENT OLCWT - COIUMtJS 6wSf /4'~J17 (.Cxc d! ~ AARrM Q .JRtA_'T" qp QQ&Q (i GRADE BEAMS WATEA ADDEO I ~ , EISLABJDECK REMARKSI BT I LBS.I AT I LBS. ❑ SLAB E] PtLIMGS ' ~ O'THER ~ REFERENCE FIELD REPOAT No. : 1.TE~S ~NSPECTED ARE CONFORMING REVIEWED BY ❑ MO`1-CONFORMING INSPECTOR-d-4 kA&A,4 warg.~1.'.~i.+ 3F~ .~li.,.i''~.}S:h'»• f:~' :t,- •L;.:~r .~,y~:. . _ ) _;':sY!•.~ .r.. . - - , .ti+.~~' .Y•' . . W►TE SPEGIMANS CAS'T ~ DATE SPECIMANS SUBMITTEO i ~ UB ID TEST FI0.D AGE SIZE AREA WEIGFiT MAX LOAD STAEkGTH SET LAB TEST N0. DATE CURE (DAYS) (IN) (501N) (LBS) (L8S) (PSq No. TECH METF{OD ~ ` 7~1- 4 1~~~ Z ~ • 0 ~ 0 o~ V I Ic~ ~TM C 39 p I 0 qf' VO ~ AASHTO T22 I 1 ( ~ I I ~ 7~~~ ~ OTHER (Ss~) I I I I I I I • ~ I ~ I ~ ~ I I O't'AMPRESSfVE , ( I I I I I I ~ I I ❑ FLEXURAL I I I I • ~ I ~ I ~ I CONFORMING I I I I I I I I I I 0 NON.CON~RMI►~ I I~ I 1 I I I I I I ---Y,,,RKS ~ . <1 Reviewed by Date_/067 l ttl ~ AGFiA Earth d ErMr+arxnental. Inc. (Rsv.11/ed) , AG RA Earth & Environmental MATERIAL TEST REPORT , 4 • JECT NAME PAO,lECT No. TEST REQ~RT o. ~re~ a l 1C 2 ~ ? 7? 11 LOCATION OATE PAGE 3 ~ oF PERMIT NUMBER WEATHER ( CUENT OR OW ENGINEER ~~-'~/3OS to~ GENERAL CONTRACT~ ARCHfTECT ~ ~ • " ' • : - -r-''• • . ' ;i • ' y, ~ .,a_ • ' " ' ~~=~'~''~~~y~'~~~;FiELD DATA REPORTED BATCH DATA ~ • i . ~ :4. 1,- , . , . • ~ . ' . •~t; ~ li~- . ~ . . . . . _.1~ ~ . . . ~ ' SUPPLIER MIX Na PiANT No. ;z O ~ J08 MIX CEMENT TYPE r7 ~nr ~ 1~ I TEMP. (Dey. F7 I YIELDJIfNR 1-1 DESIGN I~ AC?UAL LgIWNCREM GROUT nME I TRUq( No, I TICKET Np. I %AIR ~ SIUMP I CONC I IUR I WEIGHT MIX No. I I pMORTAR ! e:3 0~ 5 zz,3o51 qL::Ll n 1 ~ I 3-7 I - CE'" LBS. I I ~ FLEX BEAMS ~ I I I F ASH LBS.I ( p PRISMS I I I I I I I , C AGG LBSa ~ ~(3ft0UTED DESI(3N STREN(3TH d ao pgI @ a~. OAYS C AGG LBS.I I ~ UNGROUTED Si.UMP SPECIFICATIONS • TOTAL CU. YQS. PLACED yps3 C AGCi LBS.~ I ~ OTHEA AIR CONTENT SPECIFICATIONS ~ LOAD SIZE ~0 ypg3 SANO LBS. I I H20 LW. I I ci i.t~~: V!~• /~•'f-~S':, 4 ADMIXTURES . ..::~..:`g. - . =;'s. . , ~.Y~~.~;~ . ?;r~= . . ' . . • . . , / ~ FoonNcs (iRIDS a %k-10 ~A ✓ n [~~~lCV l~T? ~ S E~~~I IIIR ENT OZ/CWT I waus lL o ~ 1- LLA, v~ Q v k,~~ 1cole- nxxiadAaA f. ~ COLUMNS ~ GRAD£ BEAMS ~ WATER ADDED I ~ ~ SLABJDECK REMARKSI 8T I LBS I LBS. ❑ SLAB . • ' 0 PIUNGS OTHER REFERENCE FIELO RERORT No. ~ INSPEC'T~ED ARE . C. . :A ~ . ~FORMINt3 INSPECTOR WGL~, REVIEWEO BY • ❑ NON-CONFOAMING ~ . ~ • ~~+.4t iM" :::~~,'~i'r:• ~:.i r:••±_ artsa;;:r_'~q e= t r- -c t; . . iv~.;C. '=.V:•:•:i'.`_ ~ . ' ' ~ ` •.!.t. ~ . • „ • ~`f !r ~ ATA~-.- ~~~~;~_~''~.,~7: •~~'~~.LAxBQ~ATORY~~b? ; ?5 vW ...1 .~Ct.' . . . i • . ~w ~j. , ss _ _ :f.: ti, e:_''S+C:ti:~ . . . . , ~ , _ • ,t • DATE SPEqMANS CAST v, DATE SPECIMANS SUBMITTED LAB ID TEST FlELO AGE SiZE AREA WEIGHT MAX LOAD STRENGTH SET LAB TEST No. OATE GUHE (DAYS) (tN) (SOIN) (LBS) (1.8S) (PSq No. TECH METNOO I 7 Z ' 70I I (-_'C ~TM C 39 , rY ~ ~~g • _ ~ ~ oAASHTo,22 ~ ~ I ~ ~ ~ ~ ❑ o-MER (sveah) I I I I I I I I ~ I ~.COMPRESSIVE I I I I I I ~ I I I oFLEXURAL I I 1 ~ I I ~ I I~ pCONFORMING I I I I I I I I I I o NoN.CONFORMINa I I I ~ I i I I I I - ~ Reviewed by /1csRA EarM a EnvEramental. Ir,c. (Rev. 11/94) . , ~ SPECIFIC GRAVIIY OF•BITUMINOUS MIXTURES OSHO'TM -306-A (F) WORKSHEET Project: )e, Project Sample Depth: Lab Location/Source: zUa,,a,)a ;1019 w or- .5tiAy-,F aut,~ S`&) o F S. Date Tested: C u ~¢r3 LI ~u F Material Description: AspFrqc-r- ~`~,.1iX Tested By:~ I-Ze- Z.~ JA.R (PYCNOMETER) CALIBRATION . . Wt. of Jar, Glass A.2 9lD g 02979, ( 40 g a.? ?J! A~ g Wt. of Water, Jar, Glass B 7 37so, (o g 73$ V. 6 g 738 3, 4 g Temperature of Water C 73. ~ °F 70 .c~ °F ? 0. 6 °F (Grw) Temperature Conversion Factor D ,_C?4 7ct t gq ~ . , (V~) Volume of Jar (B - A) = D El y~! 11.g ~ E,7 i yc//y. ~cc E} W13. 6 cc 1at Calibntioc m. Numba (AVG. VP) ( E1+ E,+ E3) - 3 Fqel! 3. ~ cc SPECIFIC GRAVITY 8t MAxIMUM DENSITY Lot No. 1Sublot a Test No.R.ct No. kTubla or Test No. k.ot No. RSublot «Tcst No. Wt. of Jar, Giass 1 2q'77, (c g g g Wt. of Sample, Jar, Glass 2 3~j&G 1 - g • g g '(Ws) Wt. of Sample 2-1 3 g$ lo . S g g g Wt, of Water, Sample, Jar, Glass 4 .-79 ?o .a-. g g g (Ww) Wt. of Water 4-2 5 y¢O . / g g g Temperature of Water 6 74, 5 °F °F °F (Gw) Temperature Conversion Factor 7 ,qQ'? ,3qq Volume of Water 5= 7 . 8 cc cc cc Volume of Sample F- 8 9 33g, (0 cc cc cc (Gz) Specific Gravity 3- 9 10 cQ, 47 (MD'I) Max Density Test Result 10 X 62.4 11 PCF pCF PCF Difference Between-11 & Last MANID PCF PCF PCF MovINc AvERAGE MAxuduM DENStTY (MAMD) No, of MDT: No• ' M/12vD No. MA2O No. MMM av«gea NIAMD (Using NIDT From 11) PCR ; PCs PCF Remarks: RICEEORM.pua sitvga A G R A checked by: ~ . Earth & Envlronmenta! t - E 520 Norih Foothilfs Orivoe. Suite 600 . • ' Spokane, Washington, U.SA 99207 . . . . • y SPECIFIC .GRAVITY OFBITUMINOUS MIXTUf2ES 0SHO TM 306-A (F) WORKSHEET roject: ~DViTZo.v . . Project 1 a- i3t l ~Sample t#: Depth: Lab Location/Source: s'q""'o'v '~J ~ sAc.~KO~v 41c.c S, Date Tested : i t-IS _ 9 S Material Description: ,q:5P4A(_T e C-"qss Tested BY: Gcg_ JAR (PYCNOMETER) CALIBRATION . • Wt. of Jar, Glass A a q ~ q, q g ~7q g g Wt. of Water,lar, Gtass B 73 7tL g-3 3~f3, S" g g Temperature of Water C -7 t-/ °F -7 QLL~ °F 7 ca ' 0 OF (Gw) Temperature Conversion Factor D 99 7 SD . ,6Z,5 7~ IYO Volume of Jar (B - A) = D E cc E2 _3S°c E, cc Jar c.LliaaL;on . a). W°ttsh°d cc NO. Numba (AVG. VP) ( E, + E, + E3) = 3 F SPECIFIC GRAVITY & MAXIMUM DENSITY . R.ot No. Subla « Tcst No.k,ct NO. tSuMot or Tca No. k.ot No. kSublot a Tcu Aio wc. ofJar, Giass 1,aq-~ q. 9 g g g Wt. of Sample, Jar, Glass . 2 qp 1q_ 9 g • g _g ~ . ' ~,~Ws) Wt. of Sample 2-1 3 163S, 5 g g g Wt. of Water, Sample, Jar, Glass 4~vp g g g (Ww) Wt. of Water 4-2 5 3 qgO. ~ g g. g Temperature of Water 6 -7a..0 °F °F °F (Gw) Temperature Conversion Factor 7 Volume of Water 5= 7 . . 8 3qq s, ~0.C cc cc Volume of Sample F- 8 9 cc cc cc (Gz) Specific Gravity 3= 9 10 aA0 (MD'1) Max Dettsity Test Result 10 X 62.4 11 PCF PCF PCF Difference Beiween* 11 & Last MAMD PCF PCF = PCF Movnvc AvERAGE MaxwuM DErrsrrY (MAMD) No. of MDZ's NO. MA.MD No. AdAt,dp NO. MM-M nvmgea MAIvID (Using NIDT From 11) PCF ; PCF) PCE Remarics: ~ . ~ . . RlCEF4FLti(.PUg 5/12/94 , q G R q Checked b Earth & Envlronmental y• ~ E 520 North Foothi!ls'priya, Surte 600 Spokane, Washingion, U.SA 99207 . AGRA Earth & Environmental, inc. E. 520 North Foothilis Drive, Suite 600 op Spokane, Washington 99207 (509)482,0104 Fax (509)482-0202 CLIENT OATE EAo.J ~ : PROJECT PROJECT # LAB. NO._.3/j METHOD USED ' ASPHALT EXTRACTION TEST ' SAMPLE LOCATION/IOENTIFICATlON A. WT. OF MIX + 60WL J. WT. OF H20 SAMPLE + PAN 6.1NT. OF 80WL K. WT. OF PAN r 0-74 ,S7 C. WT. OF MlX (A_g) L. WET WT. OF N20 SAMPLE «95~. 8' (.1_K) D. WT. OF DIATOMACEOUS EARTH _ M. ORY WT. OF H20 SAMPLE +PAN aa-I 3. 6- E. WT. OF FILTER+AGG aOS. 0 N. ORY WT. OF H20 SAMPIE 16V-6 (M-K) F. WT. OF FILTER (p . O P. % ORY MATERIAL IN SAMPLE •449 (RECORO TO NEAREST 1/10096 (N +l) X(100) G. WT. OF AGG. ON FILTER O (E-F) H. WT. OF AGG. AFTER EXT. I. TOTAL WT. OF AGG. 17 3 7. 6(H+G)-D 96 ASPHALT 8Y TbTAI VYT. OF MlX ~S.B (IC x E1 141l) : ~ ' • . P (Reoord of neares! 1/t0096) x r1001 ~ (ICxq t SIEVE ANALYS(S OF AGGRFGATE CUMULATIVE CUMUTATIVE WEIGHT WEIGHT PASSING PERCENT SIEVE SIZE RETAINED PASSING SPEC _ REMARKS ' 37.6 loo ~vv 1(a ~ a. l 9~,~ 40 - ioo . 1 4A 5' < o 3 *7 4b7-86 - 7Fs, o 'ly 7~a.1) `~7 r6 4~~. 1 qo - &.P-. 3~ ~S- yo qD l y8 3,c2 y /'Y.G ~o-a3 -7.~ t~fl►~ 1 ~ I ~,5~ . ' . _ ~ ORY WEIGHT OF SAMPLE TECHNICIAN RY WEIGHT AFTER WASH SAMPLED 6Y REVIEWED 6Y • REMARKS: • , . AGRA Earth & Environmental, Inc. E. 520 North Foothilis Drive, Suite 600 Spokane, Washington 99207 (509)482-0104 Fax (509)482-0202 CLIENT _L)cA•-i ~ ~aOATE / ! - /3- PROJECT PROJECT # ~~~13f I LA6. NO. METHOD USED . ASPNALT EXTRACTION TEST - SAMPLE LOCATION/IOENTIFICATION c4A= ';9 A. WT. OF MIX + BOWL J. WT. OF H20 SAMPLE + PAN B. WT. OF 80WL 20 b. 3 K WT. OF PAN I a-24 . S C. WT. OF MIX /t/ ?9'• 7 (A-B) L. WET WT. OF H20 SAMPLE A/06 g(j_K) r O. WT. OF DtATOMACEOUS EARTN 12$ •`I M. DRY WT. OF H20 SAMPLE +PAN t2lg5. ? E. WT. OF FILTER+AGG aa, a. 3 N. DRY WT. OF N20 SAMPLE I l Olfl. ;L(M-K) F. WT. OF FILTER 1 . P. % ORY MATERIAL IN SAMPLE ~Q49 G. VvT. OF AGG. ON -FILTER- 02l 4. q (E_F) (RECORD TO NEAREST 1110096 (N •L) X(100) H. WT. OF AGG. AFTER EXT. 133q.g. 1. TOTAL WT. OF AGG. /`f a.0. R' (H+G)-D . 96 ASPHAIT 8Y TbTAI WT. OF MlX cs• I S !C ~ ~11 ' (Reoocd of txarest t/10096) x 0 001 ((CxP) 1 SIEVE ANALYSIS OF AGGREGATE " CUMULATiVE CUMULATIVE . WEIGHT WEIGHT PASSING PERCENT SIEVE StZE RETAINED PASSING SPEC REMARKS o , Q) b c. 2 i359.co q~.7 Qo-~oo «bs,a $a.o 75-9o - 1D 404. S 14 D ~ I 3 ~ a , ~ ~o 9 • '7. ~ a.o - 7, O ORY WEIGHT OF SAMPLE . TECHNIC(AN UJtw.F •(-Iot_oEK_ ~.,RY WEIGHT AFTER WASH SAMPLEO'BY Jp~% N1INQT, Q REVIEWEO 6Y 6 4e,.-joCd . . REMARKS: ~5A/Zcc~k..: ~ ~T. ' Sou.T1~r d~ t- , : . , . . . . i: . AGRA Earth & Environmental, Inc. E. 520 North Foothills Drive, Suite 600 Spokane, Washington 99207 ; (509)482-0104 Fax (509)482-0202 CLIENT~r~4~ DATE /!-13 - 95- PROJ ECT Jet Je-?LcvA L K 0:~~'6s'3" Aa.Drrie Aj PROJ ECT #/a-/3!/ LA6. NO. -327 METHOO USEO 7` C134, - ASPHALT EXTRACTiON TEST • . SAMPLE LOGATION/IOENTIFICATION 'A "M, x A. WT. OF MIX + 60WL J. WT. OF H20 SAMPLE + PAN B. WT. OF 60WL K WT. OF PAN 10'79.5- C. WT. OF M!X !lDavZ (q_g) L. WET WT. OF H20 SAMPLE a(J-Eq - D. VYi'. OF DIATOMACEOUS EARTH 12- L-I . 3 M. ORY WT. OF H20 SAMPLE +PAN 21 y(o . 8 E. WT. OF FILTER+AGG rcil-4,1 N. DRY WT. OF H20 SAMPLE I bO. 3(M-K) F. WT'. OF FILTER S. ~ P. % ORY MATERIAL IN SAMPLE 9'713 G. WT. OF AGG. ON -FILTER J??. 4/ (E-F) (RECORO TO NEAREST 1/10096 (N •L) X(100) H. WT. OF AGG. AFTER EXT. / y76. 7 1. TOTAL WT. OF AGG.1 ~(H+G)-D - , ' . ` • .96 ASPHALT 8Y TOTqI WT. OF MUC S•a (IC x E1 I .{1l) • (Reootd of neatest 1/10096) - x 11001 ((C x P) 1 SIEVE ANALYSIS OF AGGREGATE - CUMULATIVE CUMULATIVE WEIGHT WEIGHT PASSING PERCENT - SiEVE S[ZE RETAINED PASSING SPEC REMARKS .31q 1c;_ 14 a . SC . /o o . q C. SD -/Ou 3/1 75- qo b 70, 6 SS_?S . . !a _ q 5'~, 1 <4 h. , 7 Ir, 3 an o. 1 -7 ~o ~1-i C23,9 1 16.~ 7.~ 3.0-7,0 ~ ~A 15pcc. P►40 F= pRY WEIGNT OF SAMPLE TECNNICIAN t_'K ; ;Y WEIGHT AFTER WASH /&C9 SAMPLED BY :J-A N~p~,~-t N REVIEWEO 8Y REMARKS: • , A G R A Earth & Environmental ~E 520 North Foothills Drive. Suite 600 ~ Spokane. Washington, U.S.A. 99207 NpW 2 g 1995 (")482-0,~ F~ (~)482-0~2 LETTER OF TRANSMITTAL 0 I. ...._.1~. TO oATE JOB NO. A7TENTION RE: ~C r.. ~~v ~,✓a WE ARE SENDING YOU 19-Attached O Under separate cover via the following items: 4il- Report Q Prints O Plans D 3 1/2" Disk O 5 1/4° Disk O Letter O Shop drawings O Specifications O COPIES ( OATE ~ NO. I DESCRIPTION ' ~ . _ c . s . 9 , . Li ~ . THESE ARE TRANSMITTED as checked below: - 0, For approval O Approved as submitted O Resubmit copies for approval 15- For your use O Approved as noted O Submit copies for distribution O As requested O Retumed for corrections O Retum c,oRected prints O For review and comment O O FOR BIDS DUE 19 O PRINTS RETURNED AFTER LOAN TO US REMARKS. eo" , l ~e . ~ . ~ ' ~ r . 9 • COPY TO SIGNED ` AGRA EaM & Environmertital, Inc. (Rev. 7l94) ` 0D AG RA Earth & Environmental MATERtAL TEST REPORT PRO.J No. TEST REP IROJECTNAME ` ~ s3c/lR~` ( I 0 ~ 1 ! I A T LOCATION OATE~ _ PAGE 4 l af ~ PERMIT NUMBER WEA ER ~ G CUENT Ofi ONMER ENGINEEfi GENERAL CONTRACTOFi ~C ~ ~ • ARCHITECT FIELD' DATA REPORTEQ BATCH DATA ~•y ~ . ` . e • • ' .4. SUPPLIEA 706 ~ MIX No. PLANT No. ~O ❑ JOB MIX CEMENT TYPE I ~ 1 EIDESIGN ~ 0 ACTUAL 2 /CONCRETE I TEmP. (Do9. F) ~ YIQDNNIT 0 GROUT ~ME ~ TRt1C1C No. I TICKE7 No. ~ X NR ~ SLUMP ~ CONC ~ AIR ~ WEIGHT MIX ko. ` I ~ MORTAR GEM LBS. I I FLEX BEAMS F ASH LBS.I I ~ ~ PRISMS C AG(3 LBSi ` ~ GROUIED DESIGN STRENGTH Q(:) C/ pgi DAYS C AGG LBS. ` TOTAL CU. YDS..PLACEO YDS3 C AGG LBS. ~ ~ UNGROUTED SLUMP SPECIFICATIONS L~ G T ~ ~ Cl OTHER AlR CONTENT SPEClFICATIONS LOAD SIZE ypg3 SANO LBS. . . H20 LBS' AREA ' . . . .,'<<•:.'-i L-C;~=,: f~~~,r' , . : } ADMIXTURES <i_ F] FOOnNGS GRIDS I • ' WALLS AlR ENT I OLGWT ~ 's-~--- - ~ Cd1.UMNS GRADEBEAMS WATER ADDED S, EGK REMARKS) BT ~ LBS.1 AT ! LBS. SLAB _ . , ~ PIUNK3S ~ ] OTHEii ~ R£FERENCE FIELD REPORT No• F O-CI<FORMIK(3 INSPECTOR REVIEWED BY NOM-0OtdFORMINQ _7_S~4 _ - _ i, ~ ' _ •n,n~ - ~,+..+F : s 1 •i.i-~V~ t~j' 1'~ iy'ar- . ■A 3 ,Y~GF.fl ti. yrS~~ ~ s ~tqS'S✓. _ ~~r ,~i.; "--~L~ ~ ~ ~ . ..n M' Ytitn~",'.~'T •~'1~. ' . ~t " . T%'.' . . a OATE"SPEGMAfJS CAST . ' - - - ~ OATE SPEqMANS SUBMITTED ~ • ~ ~ l/1B ID TEST FIELD AGE SIZH ARFJ1 ' WEIGHT MAX IOAD STRENGTH SET LAB TEST IQo. DATE CURE (DAYS) (IM (SO IM (Lem (Las) (PSq Plo. TECH ME,IHOc) 10 ~ 1 I~ I 2'~ C 39 I(at lf I I4;' F s l ~ I I p~~OT22 c~l ~,~Ir { I ~ I I I f E] oTMER (sveaM COMPRESSIVE ~ ~ I ~ • ~ ~ ~ , f I ~ FLD(UFiAL CONFORMIN(3 I ~ I ~ ~ ~ ~ I I I E] NON-C01"IFORMING REMARKS ~ ~ . ~ - ~ Reviewed by Date AGRA Esrth & Erntrormental, Mc. (Rev: 11/9{) ,,AGRA Earth & Environmenta! MATERIAL TEST REPORT iOJECT NAIVE PROJECT No. TEST REPORT No. ,v 19-131l Q 3 A LOCATION • OATE PAGE " t (-17-`IS 3 oF3 . PERMIT NUMBER VW-AT)4ER Ci.1ENT OR OWNER . ENGINEEA ~ L C . aENERAL ~ - , ~ : . ~ , ' - :F1ELD DATA REPORTED BATCH DATA . . ~ ~ . . . . ~ . . SUPPUER ACf,»`C I M1X No. ~I? O r_ ( PLANT No. ~ ~ J08 MiX CEMENT TYPE t~c~ I TEMP. (Deg. F) I YIELDNNR El DESIGN I~ ACTUAL 6rCONCRETE I EIGHT MIX No. I ~ f -1 G~ T1ME I TRUCK No. I TiCICEf No. I %AtA I SLUMP I CONC I AIR 1N pMMTAR ed Ieo-13 o Iqa33Y.3I syo I~f. 0 I 70 ° I cQa.° ~M ~ I pFLEX BEAMS _ I I I I ~ FASH "BS' i I 0 PRISIAS I I I I I r C A~ LBS.) I ~ GAOUTED DESIGN STAEMGTH ~~70 PSI ~ p't p DAYS C AGG LBS.I I ~ UNGROUTEU SLUMP SPECIFICATIONS 41 Li TOTAL CU. YUS. PLACED 3Q YDS3 C AGD LBS.I I ~ OTHER AIR CONTENT SPECIFICATIONS LOAp SIZE ~ O YDS3 IND LBS. ( I . H20 LBS. I I ; 3 442 ~L:aACEME(VT AREA ~ • ~ . . . AQMIXTURES ' _.:;`a:'R.`;i,'.,.' . •r' -•Z:•r::i . ~J=: ' . • ~L:.~0.sit. . _ . • • . , , E] FOOTINC3S GRIQS Q~~ I I wAu.s ~i4,u~eA~ ~DtA~vA /4u~ ~.µ.~o1v «i AIR ENT OZ/CWT oo~.utrws' MZrA&jA r400 A1~ 40et- LAUr fxTTv~&-rTlavS GRND£ BEAMS ~ WATER ADDED I ~ F] SLABJDECK REMAFtICSI BT I lBS.I AT I LBS. ❑ SLJ18 EIPIUNGS ~ . p, t . ~:~-•::w"- O?HER I REFERENCE F1ELD REPORT No. rA1'L`a ~fTF~IlS INSPECTFD .,~•.ssN-~ - r s~ . ' ~ • [KCONFORMlN(3 INSPECTOR ftEV1EVYE0 BY NON-OONFORMING slisi MAP`",l`#'.~,, 1. as°itF-V•.:~L~li~.1_ y `r s'~ OATE SP£CIMMIS CAST ~ OATE SP£CIMIWS SUBMIT'TED ~ LA8 ID TEST FlELD AGE SI2E AREA WEIGHT MAX LOAD STREKGTH SET LAB TEST 'No. DAl'E CURE (DAYS) (IN) (Sa 1N) (L8Sf (LBS) (PSI) No. TECH METHOO ~I'L aSTti+ c as Q a4sHro r22 1~ ~ r I la~s I V I I I I I I E] OTHER (SPWM I I I I I I I I ~ I , " I I I I I I I I I, I ~COMPaESSI„E I I i I r I I I ~ I FIFLEXURAL I I I I I I I I I I ~ CONFORMING I I ~ ~ I I I I I I ~ NON-CONFORMING , I I ~ I I ~ I I I I I REMARKS I ~ , , • _ - RWewed by , 1~4 Date-/1 1-27 Ac"A EaM a ErMrormental. tnc. (Rev. i t/U4) s S ~ , AG RA Earth & Environmental E 520 North Foothills Drive, Suite 600 • Soo~ane. Washington, U.S.A. 99207 LE1TE R 0 F T RAN S M ITTAL (509)482-0104 Fax (509) 482-0202 TO T), o, onTE Joa No. .Y ~ ATTENTION ,,,4 P RE: C-k pe ctW% o~d tA-jo. . , . WE ARE SENDING YOU O-Attached O Under separate cover via the following items: Cg- Report 0 Prints O Pfans O 3 1i2" Disk O 5 1/4" Disk O Letter O Shop drawings O Specifications O COPIES I DATE ~ FtO. I DESCRIPTION : - - ~ THESE ARE TRANSMITTED as checked below: O For approval O Approved as submitted 0 Resubmit copies for approval 0--For your use O Approved as noted O Submit copies for distribution ❑ As requested D Returned for corrections O Retum corrected prints O For review and comment D 0 FOR BIDS DUE 19 O PRINTS RETURNED A~TER LOAN TO US REMARKS ~ ti ~ .Y G' , • V ~ W4 I V r lzs%.~~~'~ , S• 4wey. r COPY TO SIGNED AGRA EaAh a Emrironmental, Inc. (Rev. 7/94) , AG RA Earth & Environmental DAILY FIELD REPORT , T I~p. PROJECT NAME PROJECT No. FIELD REPORS ik t V- )a r3 n ~ R-+U V V ~~.L a1Q /~/~C DATE PAGE ~ OF ~ ~ ~ . SUMMARY OF FIELD COMPACTION TEST RESULTS VARIATION ' FIELO FROM . OISTANCE -OffT► FIELD FIELD OPTiMUM PASS TEST ELEV. BELOW MATL ' OENSfTY MOIST. COMP. MOIST. OR TEST No. METHOD LOCATION (FEET) GRADE TYPE (PCF) (96) (96) FAIL ~ &t J,ToA 1.2 hL ~S'itJ. oIP d-- A/G 193.1 r12.4 ~ Sa l.r.c•~ ~ vt ~ 1 4v%.t-; 100'&• of sA«W,j Avtr ~ JJ pIZ.9 ~Z•~ ~ `Sa~+~nc~, ~1.e.. Iq.~.c; ac~ o~ S~ ~~.a•, re~v~~ 3 iSe~lw►cH ~ue••ki~r; 15'E. o-f 5a~w•e.► ~.,~er 41 ~ IQKC 16 1 S. O ~t Al/ rT?-4 ~ S ~ 1 w~t v~ e1 V! v ~ A M~C j ~~.'7 • O~Sa ~w.t.~ ~ V! 1► ~ A 3 'S - o Jy3. `r.4za t&„ A*A, ~ r7~w.0 -IF E. ~ 5w► tGe e1.oc,.-1 wz. 9 ` SK4 Y.C ~VCr ~AV~ j Z O I/V . d~ ~d1Q~a4 G • , ~1 p w • . N34 jqL4 I ~ ~al+wtw kv^'e: 30 3. v i- ~ta,,.4 ~ . 1~ .y~'~ , o-C4e- M3. 6 ~al~ t'4 1.•tw ~•+t ~ Iw~l. ~ 1 S"$. O ~~dT~•►w iAG 1~ ~ v o I Il Z.7 ~-Z,.- ~ PERCENT COMPACTION BASED ON: SPECIFICATIGN: ❑ STANDARD PROCTOR ASTM D 688 ❑ 90% D 698 ❑ 959G D 698 ❑ NIODIFIED PROCTOR ASTM D 1557 ❑ 9096 0 1557 ❑ 9094 D 1557 OTHER J-1 t& VOTHER o'f' AB Le • MATERIAL FiEFERENCE MATERtAL MAXIMUM ORY OP'TiMUM TYPE SAMPLE Nlo. DESCRIPTION DENSIIY (PCF) MOIST. TEST NUMBER DT OENS(TY TEST Al ~3LL Weao),-. 6.,,,. Vi ~ --1!~ • '~"1 RT Q RETEST TEST METHOD Q NUCLEAA (ASTM 0 2922) • ~ ~ SC . SANU CONE (ASTM D 1556) ' OC a DRNE CYLINDER (ASTM 0 2937) G AGRA ESE Feld Rep. (Initials)~m AGRA E&E Project Manager (Initials) Contractors Rep. (Initials) Continued ❑ AGRA EaM 6 Ernlrpmerttal, Inc. (Rev. 7/94) . r , ~ ~:.T.o'~"~~ • ~INLAND PACIFIC ENGINEERING, INC. December b, 1995 IPE W.O. #95617 K.C. Construction 2025 W. Dakota Ave. P.O. Box 1455 Hayden Lake, Idaho 83835 Attn: Mike Klicka RE: Riverwalk 2nd Addition IPEC Final Inspection Dear Mike: As per your request, I have completed a final inspection for Riverwalk 2nd Addition. Please note this is my cbecklist, and in no way does this notification release you from . completing any items that may be required by Spokane County for final acceptance. After you have completed the items listed below, we can call Spokane County for a final . acceptance inspection. 0 General Observations * The sidewalk and gutter li.ne needs to be swept clean. # To protect the catch basins and drywells from silt contamination, all catch basin located within ponds need filter fabric installed between the frame and grate until the sod is installed, or the grass is established. • All ponds need to be either seeded or sodded with irrigation systems. • The temporary cutoff swale must be installed after the underground utilities are completed. Pond A * Clean excess debris from the curb inlet . * Install filter fabric * Sod or seed and irrigate * Clean out any excess debris from the inlet Pond B * Clean excess debris from the curb inlet * Install filter fabric * Sod or seed and irrigate * Clean out any excess debris from the inlet E I *pJ1 I r1 wati►n11 baPQ°C4. la 707 West 7th . Suite 200 . Spokane, Washington 99204 509-458-6840 FAX: 509-458-6844 aInspection checklist 12/6/95 Page 2 , Pond C * Clea.n excess debris from the a11 inlets, including street inlets # Install filter fabric * Sod or seed and irrigate Pond E " Clean excess debris from curb inlet * Install filter fabric * Sod and seed and irrigate Pond F * Adjust inlet ri.m elevation to 6" above finished sod elevation (rim elevation is too low) ; Sod or seed and irrigate * Install filter fabric I feel the installation of the storm drainage system, curbs, sidewalk, and pavement are adequate and in compliance with W.S.D.O.T. Specifications. The materials testing 6 performed by AGRA Earth a.nd Environmental indica,tes the same. Please respond to the items mentioned above, If you have any questions please give me a call at our office. Sincerely, Inland Pacific Engi.neering, Inc. Bruce A. Howard, E.I.T. . <~r~ " - Project Manager cc: File Verne Jacobson Spokane County Engi,neer's Office: Ed Parry Bill Johns .a ~..o E 1 ~/I ri►~l~*~e~ra i ~ • • J ' ~ INLAND PACIFIC ENGINEERING, INC. December 6, 1995 lYE W.U. #yJblti K.C. Construction 2025 W. Dakota Ave. P.O. Box 1455 Hayden Lake, Idaho 83835 Attn: Mike Klicka RE: Riverwalk 3rd Addition IPEC Final Inspection Dear Mike: As per your request, I have completed a final inspection for Riverwalk 3rd Addition. Please note this is my checklist, and in no way does this notification release you from completing any items that may be required by Spokane County for final acceptance. After you have completed the -items listed below, we can call Spokane County for a final acceptance inspection. , s GeneralObservations . * The sidewalk and gutter line needs to be swept clean. * To protect the catcb basins and drywells from silt contamination, all catch basin located within ponds need filter fabric installed between the frame and grate until the sod is installed, or the grass is established. * All ponds need to be either seeded or sodded with irrigation systems. * The temporary cutoff swale must be installed after the underground utilities are completed. - * The curb and pavement work needs to be completed on Salmon River La.ne. Pond B1 # Clean excess debris from the curb inlet * A swale dam needs to be completed on the north end of the pond to provide 0.5' of storage volume * Sod or seed and irrigate s Clean out any excess debris from the inlet Pond B . ~ Clean excess debris from the curb inlet ~ Install filter fabric * Sod or seed and irrigate " Clean out any excess debris from the inlet C) 707 West 7th . Suite 200 Spokane, Washington 99204 509-458-6840 FAX: 509-458-6844 ~ Inspection checklist Page 2 • . Pond C1 s Clean excess debris from the curb inlet ; Sod or seed and irrigate Pond C * Clean excess debris from curb inlet * Install filter fabric Sod and seed and irrigate Pond A * This pond needs to be completed after all other construction is completed in the area of Salmon River Lane I feel the in.stallation of the storm drainage system, curbs, sidewalk, and pavement are adequate and in compliance with W.S.D.O.T. Specifications. The materials testi.ng perfornaed by AGRA Earth and Environmental indicates the same. Please respond to the items mentioned above. If you have any questions please give me a call at our office. Upon completion of Salmon River Lane, I will complete this final i_nspection. Sincerely, Inland Pacific Engineeri.ng, Inc. . Bruce A. Howard, E.I.T. _ Project Manager cc: F'ile Veme Jacobson Spokane County Engineers Office Ed Parry E `wFTI ~rn`a"'aitiirt*Fdo'c.S•lu ' ..lNSPECT0R'S-- , REPORT ~ ECTOR: PROJECT N0: : 5b17 ~ECT: CONTRACTOR: CAwe,P.z"iv 6nws-r4a6-id-~1 WORK PERI00: A.M. P.M. WEATHER A.M.: C4,6,-A-4, Sos P.M.: , VISITORS: _ MANPOWER AND EQUIPMENT . SUPERINtENOENT: J1,41 Gqkl46j4a`r\1 FOREMAN: OPERATORS: LABORERS: SURVEYORS: FLAGMEN: ' OTNERS: .EQU I PMENT USED : 14) ACCOUNT OF WORK AND DISCUSSIONS s . - - . - ~ d FIC SIGNS AND BARRICADES CNECKED: A.M. P.M. .n. . . STREETS CLOSED: T IME : WORK: 6Awg-r"w Ca-&v 5 y~kj P4-v6m6?U -r PLACcO . M ,57►kL^0,j ~c v~/~.. G-1dnt ~ ~ 1,Al tJ,~-1vA 4v6 ,4#*1. f"x 4~r ~~-vc-c c --r . (continued on back) TESTS: WORK DELAYS: AS BUILT NOTES: CJTIZENS CONCERNS: V-ILILTY/PROPERTY DAMAGE:- 565. EWED BY - PROJECT ENGINEER CONSTRUGTION ENGINEER: ~ . . . .G" t l . + PAGE ~ OF ~ DATE: e ACCOUNT OF WORK (CONT'D) . 7 T I ME : WORK : ,4-4t2! ✓A!~-v b'h!S!'rE 1~r O 65Coq& rBl/i~) C1/t.,Gg cov ve, Lr1~. {,L-N Ote,-2w► rnli A46, 4-r -rt-!c av~ NwST-,uc.~t exf ~m, -w G~~riovc;. A~y /z(r) 11v+-r'v Pde, P,4V,E;tir&Vr 14(-Iawcl- 5~~~ ~ /2tweg GAv c- Gve~ -0 8541!-~evC-19 l a C~T~a-Ns u)rt~Z~& C.cc28s 4nIv I 1 69- 0-4+D so~~Yr lAn1D&jewlatc-o B Y C4 f R G-~ fn-v6/L C41\! Duj-rs pA..D 66-c-7! PC p.-o /IV -rg~ivc t4t-fs .ex- -r~ Gc1vDE,em11v11v6 O sdr , ~ ~ G✓~r~~~ ~ c.G ~ v7r2 alm A-t2gAs -raA--r 0c occuPre-d B-~ 311(ttlG0 0~~~ ~e 4~ ~c~.s, u/c- I/v~C~ u► (2~---o As r~ [~vW V NOG'/'LrtitinleIJ TQ 86 Og-SGt ePm-'r6o, Gr N 015il t.~ / N 90 ,4-260s T~~l A~rTif5YVPT~ NG -"v -rA~ P '56iLs 66-nl-::A-rl4 -1wNi9ee µr i"u 4~-i5-As 1A)6-l1tL-0 CAKC-jY Nrf h2m vtt)(,, G~s7v Si~-i~~c~' ~~z 8~ /~r~ u~ Su ~O~ ~-ar m SI~cC,G ~s~"~D 7"pA--l A pGYt~a-on gA-c~v:rc zo 6E. P2,dviGi!U ALrIVG T~c Q Ukr.~ &D G6- . Wrlf'10 su.(7~&e- . l-~oc-6 96- Q(LtGC60 liv -rO(f-- 't3 e-m. CWf3 , o 7t S e-/! 19 . , v c) r n P40 V,OLe- C°_ 6~~ S r S ~~iU ~ S~,r ►~~0 ~a ~L /,~~lr?~% rl~inl ~ ~l~~F ~~t/~ T-f~ c~:~~:',~C-r T~~ ~bwc.v-~T6 C6u cn e~A d-on t)5~l S 1 d6 14-1 tivr%W 201;~.~nuP 1mM-c,-r;5-f) 6 15- G~tre,,B t,6vcr,6jj,.e- , /'.Lt P13 r9-I( O s 1 A6u1AGK- C. PvC 465125, u S cra-G~/ ,4- a--NdF= ~jvg~ JoIAvT d&o'w~-~AI ~~Z~- co.e-6 4wv sl A~vA"e 14 es. W6 w~ J 01 ~~-;~tE~a.✓ T~'~ 7,c,~ ~'~~.r.~.i~~~ . 0-6w, C . ~ 12 . . . I-- . 1 13 , ~ . 30 ~ 4 3 2 ~ ii • S ~ ~s ~ i • 1 i Q~ U~r • ~41" ~1.. L ~ d : B01 u r~0a~ f L 2.0 3 . , . Id 4 • ' / ~ ' ' ' ' ; . i 0 ~fei . ::;4 A'l1i p~ KN d h2.~~ r~(~ ~ + Iv ~'VgQ a-2errr . , ~ . 1 N ~~~:^r . ~~G • , • , . , , . , 144.47,-V', ~-F- Al, . ; t ~ c~.~~"' NO(Z4~ . 5 , S1 lc~U K , YP~C kL 'rFl rS f~fr e)1 ( EYC pr p12t p,,i ~ u,~f ~{rN W~ ~y' ~ • - , f4~ . ~ / ~ , ; .r,»r.•.~~ ~ . ~ . SI CAd • L SI g ~ 1 FJ.vA•CK 5 DC1t~,~K~ . ME a 6C .aat~v ~ 0 Pc~v pg ~ t, T fs, ~ / 1 nf 'l' , r x T p . . . • . , . ~ „i~ ; • r Af , ~ ~ ~.U~r~)~~-" ' , ~ :r: ~ , •,..~.r ~ f10 AR ?I~IQ ~ 1 .F'Jj Q ~ . s ~,.a ' . ■ 'r!!~r 1'OlF Elr K L° ~ /i .~,.•'Y~'' . i . , ~ U ~V ~ ~ 6►~~ ?~D2! alw . i ~G ~ .00, , s r . / / . t ~ INSPECTOR'S-.. b' . t• PECTOR: c,&oq p*-fi5v&e-no . PROJECT NO:: 9S6/7 ~ ~VoJECT: CONTRACTOR : 0,~! 96-us 66Y WORK PER I OD : A. M. P. M. WEATH E R _ A. M.: , P. M.: P, G/.~ru0 y, 5I4eu/&gS ► Gi/i~v O+( So s VISITORS: MANPQWER AND EQUIPMENT SUPERINTENDENT : U6-gm6- FOREMAN : OPERATORS: LABORERS: SURYEYORS: FLAGMEN: OTHERS: -EQUIPMENT USED: ACCOUNT OF WORK AND DISCUSSIDNS i. . TRAFFIC SIGNS ANO BARRICADES CHECKED: A.M. P.M. STREETS CLOSED: TIME: WORK: AuwEl1 j-vsi-r6 GT6 ~/s~',uss PuneC~L~sT ►rEo{S Fd(z-- A5~6o -no PG( 4GlG Gu if FG{/yGuU6T /T6WS ~d2- 3r~ ~.ODIT<.d7v no BE D/.St~ s~ A-T !f- G0A-T&4_ DA_r_g5~_. GU& llrs jTE0 TKj~- SrT~.s o~ vi uly,~K-40r W6v ~ ~o%;~-wki-ycs#r'r~ 5 W C a4N&4S 0-F- ar- 5gCA0/ ,tGUv (t L.Ai~~ ~ INa/j-tv,4- A-veN u E _ VEmG- S ~,4w.go l.~frvof oo~~ -'H4~v ~~6W?r <06 k,,10&i6W1AW (continued on back) _AA*A5 ,_hi6 9&4wo rA* u 4D6/Lmm6-P S E~~~ ay.t ~~~~A we~ o ti~~~~ 6y C~r,s l-~o g pe4t. . VGertE 56hivco Gcl~ A?v 4C~/L►4 -.~I~kL~1F~/~PRO~'~1~1AMA~~,,~- D~/S) T~Sr YL~Sk ~~S lSn~ T~ ~GG~~-~ .oF EWED 6Y - PROJECT ENGINEER~;- - CONSTRUCTION ENGINEER: , ~ - ~ PAGE I OF kATE: ~f . I 2J ~ . , ~ ACCDUNT OF WORK (CONTD) . T I M E: WO RK :~cs~lit -Y~l~ . oir- si D6-wa-14 ulW -rg,,C N6cT G✓rvA-rKoam,- iLik6cY / ~t~'iX r bAAJCE~/~ f,6-F g qoq0 6E:611 &-112a ~ .lc-d , V o I a 9 A"G&FlLG C-o , 4d C) (&C.E"! V6 D /A ASS~n/(- . pEr( 5 t Z%/ T~ST 07,1 S Sdt LS A-S wc- 9i p NaT o-6S&ecOC Cdw1 PAUVS-,~J~ lP~'~Lf~'ri ~G s, 84-r u 4v o-6ks~~10 _rAA-T ,A JG(.m,.om/G J14,-c.4 C4wPAGrd7L- 11/4-5 un1/I&,ex,,t1v &d /9X 6~o- iA 9Lo"c,k-4-, Ld-T I Amo B~wr-izzc-0 B cc-r Slit /z~r C lAe- P-66e-e0lIV6 1Mp 1-1 YD1ZXc-c-,ai1vC- 6T- 'T tfe 201b S-wA-(-6S H,"r= Aiv0 ~AI eCook- f , G o-r ! rtila- %mi'i7" r &,J ~>yS'T6GN r nl S'f'GG~r a'nl ~~C,~u ll.C, ec C~~~ VC,ejV c ~~~-r M&Nc---rAe-Y 0A-m,-46,e~~ l~flD Re~c-iV M't0 T6 lrk~5 CdUN7-7" T Ad-/I/0e4P I M~~Ss ~s C/\l C.c3wL' t&rG~ ~~e-&iIV6 0-/V //V 660C'~k- Z„ ~"I!lD S~0n an/s-~,~rGr ,P/ C-7Y61,114f-X -SrAl 2,4J4-f Gv ,4s 7'd 4iA ~~E~ ~c,~ (1-~~uE~'r~0 To 6G- nl ~ I~iT/~ ~s ~r~~~t ,P~c~/L- n~o~c~ s . P655 r 81.~ or: 0-6wt Pr~~r~ ~~644--rt6-r4s ~~-/L ~&e--" //v 34 14-Om/ vrx. Ve-e,1f 6- Sl4°(() ~ ~f•¢--~ l~ ~tld-3,te-o LE -r U S !C W6?.-1 tIY TA4E r-.02 J.~s To g~ A66~r- ~u f- Sr 5~=r4~1 OJ. W6 ~1,OY/Q~D \l.~~rG- Gtil7f~- A~ Ca P~ oir TI~c e3 SqS S P'o C0 'ro VGG ~l D ~Cz~ ~0 l~~P.Aullnl C, O-~P~4~e'nl . 1-~ ~ ~~f ~ 67rt t~._ ~1 /Z & C~s7~~GT~~1 D~rr cr ~ivc~ Ga?'2'C-s,2. 7 94,r-~ -006fs(~e 0 14- CQ ~ 6F 67u4 4-1519(o PA~t-( ~ ~ ~Po~r 06-Cu v~~~~r..1~ GN 2 Kd .~D 3 ,-d 4D,o1T<dV C 6~ S'T,uc a~1 -or- wC--iC,&f- w6- Waet!5-~- to~t/Ar(46- A'r 'rbt-G- 'rfrIAE- 0-r- L'ru g- ll (SI-r WE (2jr-;riN 1nJ&Mo ~u ~ t~~sP~S~6~ ~iT~ ~o Dcs~,u ~~r►t7' Ca~s-~2uG>~ ~1 ~~~~~c ~D 0~ Cs~it ~ l~G E~ -T¢ ~E V ~O~D (~t/1'~~f ~ll ~~t C~ /~D~t G~ 56 ~i, ~~4?' -roG- C d vt ne7•f S 0 'jS~~26_e- P << ~ • - ~ . , # (P1'GA~o Pr4~lr-l cW6 r~u 6Mj-lv4 . ~ J ~&t WAL-K- ~ ~ . ~ ~ 4-17q6 - ~ . P'r~ - - ` c~ • • ~ ~ ~ ~ • .a<~.`~`.`~7 ,T-r: r : ' ~ yr'~~ ~ • , , c ' - J co ~ . '~:tT - ~4 ~ ~ - , ~ ~ - + ~'•1{ ih Vr ~ LO • -"~~~~~~~;A ' y~ ~ ~ ~ N ORT H 1N E S T SOILS, TESTING & INSPECTION DAILY FIELD REP ORT Date ~.Zr lnspector's Daily Report N~o.: j~ Arrival Time ,S`7'j Project No.: ( 00 - 4~5tel~ Weatrtier G L vage No. oY ~rJ . ~o ~►..tT~' 3 -r~' ~ ~ r ~ Client ' Local Representative/ phone number General Contractor . Site RepresentaUvet phone number ~~C• C~b~lsTiZt~Ur~t~,tl. . Subcontractor STI Project Manager/ phone number ~TI Fieid Re esentative 1 ~2Gt t.si ~`~~,~.~►4~z~ Manpower & Equipment Used fa'omments: . Wor4c Completed Apparently S 1'T~. 'iU VADP,1T--'T A-N1 3er lqoecifications Problems ,~"irSolutions) C~:X> --r?iA-f- VC:Jp-,,c iLZ> 0,Vwtp L~~ -7"1 h-s I=?, ~ liU~..1'r1L-+4-t>t-~,Z T4A'r J't~lY rivq1-2> ►=3, El-'~.1 ~ %Z~-%~~ rJ~ i*~ w►~ r~c~? ,t-~ . ~i-e,~-~.S I ~i . b I ~ v~1c~~ r.cT r'o ~Ylvwc ou ~'i e~t~+~t • ,STI FIELp REPRESENTATIVE CONTRACTOR'S REPRESENTATIVE , This document and referenced addenda are to be considered prelicninary until reveiwed and signed by the IPE construction engineer and/or STI project manager. Date Oate STI CONSTRUCTION ENGINEER STI PROJECT IVIANAGER orresponding Deficiency Report No: • r ~ ` ~ p ~ i - INLAND PACIFIC ENGINEERlNG, INC.,~~~ i . ~ 2~i' r~-r~ f • ' J~ / . ` r 1998 January 5, 1998 W.O. 95617 ~ v/~►F~,R Dean-Deily Company - 16720 N.E. 116th Street Redmond, Washington 98052 Attn: Ed Dean Re: Riverwalk P.U.D. 2nd Addition, Walk Through and Punchlist Dear Ed, At your request we met Monday morning November 24, 1997 on site to participate in a inspection walk through. Present at the meeting were; Jim Radke - Spokane County Engineers Office, - Allen Arnold - Artistic Landscape, Todd Whipple - Inland Pacific Engineering, Bruce Howard - Inland Pacific Engineering, . Ed Dean - Dean- Deily Company The following deficient items were noted for correction prior to final acceptance by Spokane County. This list of observed deficiencies in project construction is intended to serve as input to help you achieve project acceptance by Spokane County. The absence of constructed items from this list in no way implies that any unlisted item(s) have been approved. or are approvable under current County Standards. By copy of this letter, we are notifying the County Engineer's staff -that we have requested compliance on the issues listed below. Please contact as the deficiencies are 5eing correcte3, so that we can proceed with the project certificatioa and ac:,eptance by Spokane County in a timely manner. ~l * A.s-built pond volume calculations need-to represent actual depth of constructed ponds, not the assumed .5' depth noted in original submittal calculations. (IPE) The cracks between the sidewalk and the back of curb will have to be cleaned, sprayed with herbicide, and injected with epoxy or grout mortar to stop the effects of_freeze/ thaw cycles. (Typical throughout 2nd Addition.) st nd and 707 West 7th • Suite 200 2020 Lakewood Orive • Suite 205 Spokane, WA 99204 Coeur d'Alene, ID 83814 509-458-6840 • FAX: 509-458-6844 208•765-7784 - FAX: 208-769.7777 . ~Walk Through Punchlist ' page 2 ~ . ~ * ' * Xnstall street and stop sign per the plan set and M.U.T.C.D.. (Typical all intersections.) ~ ' B'~ ana F3.-Provide as-built drawings, and O& M manuals for the irrigation system suitable for , , Spokane County acceptance. , all . . > . . , Remove and replace the driveway panels at E. 19122 Indiana, install driveway drop per Spokane County detail A 7. ~`7 * . ~ Should you have any questions regarding this information please do not hesitate to call. Sincerely, Inland Pacific Engineering Bruce A. Howard - Principal . . cc: Jim Radke, Spokane Countq ' \ f IR121GAT'1ON & LANDSCAI';E I111"C. AMIRRL' 001C7 711$ N. Freya Street Spokane, WA 99207 Phone: (509) 468-4335 FAX: (509) 468-4225 ~ ~ RIVERWALK 2N'D ADDITION, OPERA.TIONS AND MAINTENANCE ~ INFORMATION ~ , ~IRldIGAT1ON & 1.AN.P3SCA1'E INC. - AMIRRL' OO1C7 ~ 7118 N. Freya Street Spokane, WA 99207 Phone: (509) 468-4335 FAX: (509) 468-4225 ° W]NTERTLA`11UN' OF Sl'REN.KLE.R SYSTEM: ~1. Close ball valve on both sides of douUle check valves aZ itTigatiun taps and open o down streain test cocks. ~ 2. Lisert quiclc coupler key, connectect to air compi•essor-, at either tap location ~ ~ o~ 3. Stat-t blowing air through the system by r-uiuiing the sprinkler conti-olfers through each zone a nlininnun of 3 titries until wator has been completely vacated. E ~ 4. <NTlien a11 zon4s are clear ofwaler, begin inseiting nuick couplei• {Q.C.} 1:eys into Q.C. valves, star-ting trum the air supply sotirce to tlle fiirthest Q.C. valvc. ~ 5. `-V1ien no more «tater is present, slnit down Gompressor and rEmove Q.C. keys. o ti. Open all drains shown on the "As 13uilts" 7. TL1I'il yOUI' COI1tI"oIlZCS to tlle Off jJOS1t1011. G^^' SPRING S TART - UI' e l. \'isually inspect thc s}Isrem for winter damagae., mid repair aiiy brakes ~ 2. Close di•ains arld double check test cocks. ~ 3. Turn controllers on, and progl-am f:or 3 zones to come on. (This allows for ~ reduced waler pressure when you open the water supply). ~ ~ 4. Slowly open ball valves on 1 double cljeck valve so tliat it's only approx. 1/2 open , 5. When vtiratel• appears to have f lled the mainline and 3 zones ai•e running, open both double check completely. w" 6. Close 1 zone ax a time until all zanes are off: 7. Walk around the site to inspect for any maintine damagc. ( If damage has occurre(i ~ shut off both supplies and mal(e repairs.VfThen mainline is repaired repea.t steps 4-7) 8. C_1perate each zone to vec-if), eveiything is operating pronerly. ~ 9. Prog-an controller foc- spring operating iimes. r-, \ i . / ^r ra.i:s:.«~.rn....~r~...... _ . ~ IRRIGATION & LANDSCAPE INC. ~ AMIRRL' 00107 7118 N. Freya Street Spokane, WA 99207 Phone: (509) 468-4335 FAX: (509) 468-4225 ~ ],AtVN CARE ~ Fcz-tiUzinti Your Ne«r La-svn Yuut- seeded Lawii was fertilized with the seed applicationaslci again 4weeks aftec- seeding. You shoutd Ja(u1 ori fettilizing again in S weeks anc:l mainCain aschec{ulf,- of evei-y 8weeles througli thc; grovr,ling sr;ason. Early Spring (April l.st) 18-6-12 @ 8-10 lUs per ] 000 sq.tt. l=larly Sumnler (June I.st) 18-3-1.2 u 8-1.0 lbs per 1000 sq. f.t. Late Su»mler- (August lst) 18-0-12 @ 8-10 lbs per 1000 sq. #t. rall (Septl-Octl) 18-6-12 @ 8-10 lbs per 1.000 sq. ffi. A properly fer-lilized lmvn is disease resistwit and actuallr1 neecla less ~~,ater to keEn looking good, because ofthe healthy root structiu-e you «Jill establish. WiiE.et-int! Youi• La«m Tru-get your wattring ro give your lawn -cibUUt 1" of wat-vr a v.,eel: ai1d I10 IIlOi•e than 1. 5" a ~ weclc. . ~ ]'r is better to accomplish this by less frequent, longer waterings. "T'his will help di-ive t11e roots c-ieeper. 3 MowinQ Yuur Laiv-n ~ ].Vl:owing ofgrass is much lilce pruning your shrubs, it stimulares root growth. - ~.'ou shuuid keep your gt-ass about 2" tall. When grass geCs to 3-4" tall, mow it ba.ck to 2", never cutticig off rnore than 113 of the blacle at a time. Keep your mower blades sharp. 1his avoids ripping the gi•ass blade. J Power caking is only needed when thatch builds up a blade base. Typicllly, grass when ~ properly fertilized and mowed might only need powei- ral:inc, evei-y 3-4 }rear-s. 1f power ~ ral:ing is needed it is best done etu-ly in the season (March ) ~ u TO -RID RR SPIKE K. P. ►«L EL.. 202041 (NORTH WHO Da.40 /GNtGn� Al+1Q -r 2021.61 PI DATUM) 12 1 eye, 4°1411 14 czar oc �, v. -beg, a 412,44-/g6 CAT,c,� E t� olL-0 µr,e/5 ,V��K 'Yr eke- TN'S 4Ec.tra�f (E�cp-r pie p: 0.101.4000, Srr(�vkLsc Ln! CRAr6icsiApr � r ~ / ' .i,....6Y~•~` ..s. ......~A. n.,~Wa IRRIGAT'10N & I,ANDSCAPE 1NC. AtiiIRRL ' 001C7 71 18 N. Freya Street B Spokane, WA 99207 Phone: (509) 468-4335 FAX: (509) 468-4225 E Y ~ P.LANT CLZiVJ ~ Watet• o~ Aflet• your p1mit niarei-ial is esrabli~hecl (1 - 2 seasons) Srou sliould be able to wate.1- 2 tu 3 g~ tirnes pcr weel.. ~ Like your lawn, lZSS fi"Eq1lLI1L', ClZZpeC w1rel'1I1,.Ja fQI"CeS COOts, to tI'aVel clOWVtI f0i' VVateI" mId iiuCt-ietits, thus, making a }iea.[thier p(tiir. Fei-tiUz er ' a We reconunenci tertilizing late in rhe spring after flowers have dropp-.d. Fet-tilize wittl pltilring tablets or stalces, sucfi as "Ag-ifoitn" 20-10-5, oi- a slow relea.se ' gt•ailulm- .fertili%r;r such as "osnlocote" 18-6-1 % Apply c1S pl'.•C IIIaIlU.Lc'1Ctlll'er iilsrtlictiotis on labPl PI'L1I1]Ilg T'ninitig ofplant inatei-ial should be done just after it goes tlu•ough its flowering stage. 'Lliis is true for both evergre;cns and deciciuous plants. It is best to inaintain a t•egaulai- pruning schedule so you gradually contc•ol gY-owt11 and shape , ofplalt matei•ia(. ~ ' V TABLE OF CONTENTS ~ Operation and Maintenance Manual ~ Project: Riverwalk 2"d Addition Contractor: AM Irrigation & Landscape, Inc. ~ ITEM: TYPE: MODEL#: , l. Backflow Wilkins Mode1950 ~ 2. Controller Rain Bird Easy Rain , 3. Wire Paige 14 guage single strand ~ 4. Wire Connectors Spears Model DS-400 5. Check Valves Nibco TI-8-2" _ 6. Quick Coupler Rain Bird Mode13RC-3/4" ^ 7. Control Valves Rain Bird DV Series ~ 8. Valve Boxes Carson Model 1419 4- 9. Rotors Hunter PGM & PGP Series -J 10. Sprinklers Rain Bird 1800 Series 11. Pipe Interstate SIDR-15 ~ 12. Fittings Lasco Schedule 40 ~ Thank you for choosing AM Irrigation & Landscape, Inc. ~ ( ~ MODEL'950. WILKINS M • b Valve k • # f _ ~ Sizes o 4 f & 99's APPLICATION ~ The 1NILKINS Model 950 Daubie Check 11alve . Backflow Preventer has been designed for insta!- ~ i17 . . .s lation in potable water i ines where a patential ~ health hazard does ncst exisf. INS' law head loss makes the device most WILK. . ~ . , : - suitable where system pressures are low or vvhere it is impartant to hotd pressure lOss to a minimum. FEATURES NC7TIGE L' 314" io 2" Proper performance is dependei-it upon the user ~ adher+ng ta recomrr»nded installatian proce- • Sronze body construction - ASTN1 8584-78 dures and by having licensed, quafified perso'n- ~ •A1i antefna~ parts rnade l(om corrosion nel perfo(rn regular, periodic inspectian and ~ resistant materials maintenance, For praper insxallatian, cansuit = Low head 1oss 11111LK1N5' ~nstallabon and main"tenance manual ~ • Spring loaded "Y" type center guided and prev'ailing governn-ental arid local codes. ~ check valves Two shut-ofi rralves and iour test cocks are pro- ~ -AlI internal parts serviceab`e in-line vided ta tRsting and maintenanCe. Al! Model 950 • Threaded iniek and autlet ANSf B2.1 Double Check Valve Backilow Preventers can be E - Maxirnurn working pressure - 175 PSl disassembled and repaired vvithoUt remaving th2 - * Temperature range - 3:3°F to 140°F deuice fram the line. 9 High temperature option available Damage tothe device cou1d result whereverwater 33°F ta 210°F harnrner and/or thermal expansion cauld cause J . excessive jine pressure, 111Ihere this could occur, ^ PF-RFORIVfANCF a swing check, shack arrestars andlor pressure relief valves should be installed ~ownstream of ~ Cert9#ication rn process by FCCCHR at USC, 'the device. . A~`'JSE,' AWWA, ~~PIVO aC1d CSA. CoC1Sull ]ICIUr IocaI'UVILkCIIVS representative of factory for other ~ state, county, or ciky acceptances. . W,qRRANTY _j WiLKINS' Backilow Preventers a~e warranted - against deiects in material and workmanship for . aperiad of ane year froi-n date o# sn;pment strictly in accordance wiih WILKiNS' Cert[hica[e of 1_iM9 ~ - ited 1NaRr~nly. . C • ~ + r. a ~ SPECIFiCATIONS MooEL 950 3r4" - I" FLOW CHARACTERISTlCS MaDEL 950 ti 114.. _ 2.. 12 F~ 12 31d" ` w, f S lf4" 2., gI I w n 4 ~ ~ I L1 ~ __j i H 1 1 _ 7 12 24 38 48 60 45 90 135 180 225 FIpw Rale {U.' GPhA} Fiow Raie [L} S GPMI PURPOSE MATERIALS The WILKINS Model 950 Jouble Check Valve • All corrosion reststant Backflow Preventer consisLS> ot a main body with ~ Cast bronze maincase ~ two check valves. fihe check valves are spr'ing #Stainless steel spr'~ngs ~ Ioaded and operate independently. • Rubber check valve discs ~ Stdinless steel bolts PFIESSURE-TEMPERATURE - Central guided c'heck valves ~ ~Suitabie for supply pressure up ta 175 PSI and water temperatures from 33°F to 140°F. ~ ~ o~ TYPICAL INSTALLATION OPTIONS Install v,rith rninirnum clearance of '12" frorn flaor or Suf#ix {options can be combined} grade. B -with full port resilient seated bal1 valves knstakl with adequate side c!earance fior testing S -wdth bronze "Y" strainer : and maintenance U - with union conneCtions - Protect frorn f reezing L - wittiout shut-off valves . !f anstalled in pit ar vault cansult local cades; HT - high temperature service (33°F ta 210°F) provide adequa.le d4nage_ ~ DIMENSlONS & 1NEIGHTS ~ o ~ROS~Cilti+f _j _ CliGL4L57pL - ~ r P*FQr'ti Y s i -69UT•4FF YkIYE 35l' UJ4%' I YliT[F ~6Rk{!{ I uC7ER ~ ~i F . ~ A I " ' E' ' ~ • _ ~ ' ' DtA+E~-~OF~Si1HCxE5! I WfICHi;LB51 • I ~ ~y ' k .4 h Wtth Yfl'1h . . - - f+oa4L ~ ~ 001 G~N OewE4Unkn Ls`rSipp 4e„siop WI. , eall " • 3 512E vr"o Y~Irr~ 6slt4alwa v~~.xx [ 0 E f Yalvti Y~~V~■ ya 17Lek 7rn 5115 ~1? 7R. 11-7 _4H7 ~ ;~f• ~ ~~~F . 91RE{AiOX OP FLOw' ~ 1 N7tia ! 7nEJ i 13 7', 7{5~~ i ifh 7i1 3 k' tl:? ~N[, ! f3S I J7i 1 i i l VI I 17 1 14 B.') L515 ~ , • , ~ ir. r~ I I +OSr . a 3 ~ 3 I , irz I t76? I1alsr l if~~a d 057 aa +15 l.va ~;wl-lM9x ~ ~97 G ~ #fl IMF I ~STS ~AG'? ~ 73T'+ ~ ~ SlNCE 1904 RF-GULATOR . A Q;visGtan of Zurn I idusir;es, lnc. ~ 1747 Camrt,c :ce Way Pa: o Pobles, ;A 9344F . ~ PHONE_ (805) t38-71 f7ij • F11X: (8t•5) 238-5756 * TELEX. 16 1207 _-j ~ EASY RAIn ' . 3. Seiect run time: Use only with RAIN B(RD valves:. DV, PGA, PEB, PES-B series Set the knob on 1 of the 9 positions (2 min, 4 min, 6 min, 8 min, 10 Maximum operating pressure: 7 bars/100 psi ~ min, 15 min, 20 min, 60 min, 90 min) to select the run-time. START-UP (see diagrams) Default program; If you leave the knob on l of the run time squares A. Open the battery compartment and remove the programming key. without having validated the calendar (cycle) -selection (step 2), Place it on the knob. , EASY RAIN will water once a day on a daily basis for the selected B. Hand screw the latching solenoid onto the valve. After run time. programming, (see below) the EASY RAIN unit can be fitted over ~ the solenoid. Example: You set the knob on +5, install the battery at 16:00 (4 PM), validate a calendar setting of 2 x 48, and then set the kno6 on 10 min. PROGRAMMING (see diagrams) • day 1: 21 h 00 to 21 h 10 (9 PM to 9:10 PM) watering 1. Select start time 21 h 10 to 23 h 10 (9:10 PM ta 11:10 PM) soak time Before installing a 9V alkaline battery, piace the knob on the square 23 h10 to 23 h 20 (11:10 PM to 11:20 PM) watering corresponding to the number of hours when the first irrigation start • day 2: no watering ° should take place after battery hook-up. ~ day 3: same as day 1 Example : It is,,22:00 (10 PM). You want the first irrigation start to 4. OFF mode: , always take place 4 hours later at 02:00 (2 AM). Set the knob on +4. ~ To place EASY RAIN on standby (rainy weather shut-off), move,,the. Now instail a new;, high quality 9V alkaline battery (Duracell, ~ knob to "OFF". This will stop any irrigation currently in operation ~ Energizer, etc). The battery snap should be in an upright position. • and prevent programmed starts. However, the program (start time Close the battery compartment. ~ and calendar) remains unchanged. T'o return to your previously , programmed automatic watering schedule, set the -knob to the run IMPORTAIYT: if you have not set the knob on one of the squares time selected in step 3. before installing the battery, the default program will start irrigation l minute after you hook up the battery. Setting the knob at "+0" will 5. Manual start: obtain the same result. • Place the knob on ~~ON~~. lrrigation will start in ] 0 seconds. To stop watering, move the kno.b to the run time• position selected in step 3. ~ . 2. Select calendar (cycle): ~ Note : to ~hange the start time, first remove the battery. Wait 2 Turn the knob to 1 of the 5 positions: ,,2 ~ minutes. hen repeat the programming:steps starting with step 1. watering every 24 hours ~ Importan : After programming, remove the.key to prevent 2 waterings every 24 hours +6 Sy tamper.in . Place the cap over the knob. (diagram C) , , +3 h h ~ FI ATE.OF CONFORMITY TO E.' ,1 . ~ • 2 waterin9s every ever 448 hours . +4 `0 . g y +2 CERTI UROPEAN DIRECTIVES • 2 waterings every 72 hours ' IPt/N~B/RDa I declare that the EASY RAIN device, an irrigation conlroller, conforms lo the European Di- ectives 89/336/CEE and 93/31 /CEE concerning electromagnetic compatibility. and leave it in that position for 10 seconds to validate your selection. The EASY RAIN type device is battery poweted. If,vou select a freQUencv of 2 waterinas fx 2l, the soak time between Aix en Provence, 07j01 /97 v,caterinas is 2 hours. G T' chan e the calendar, re eat ste 2. eneral Manager ~ Q g , p p RAIN BIRD EUROPE ~ Signolure . ; . a The Wire & Cable ~ spcialists - ige El+ectric Carporatian TURF & IRRIGATO N_ NiT PRICE SHEET ~ . ~ UL LiSted Type UF or Use 6D0V 'k1L Lisled Type PE-fi~OV 1~y0 AVYC S"~J~#D~4RD PA~pC.AGiNG=SU4 tt. spoals or 250 h. H!R rie~X STAaHDAIRD RAC~CAGi1+~G•~Q or 25D~ it.WF~ rwa~s W 9 I11NG - 2U* H!R m*l: - 6-2 J4YYG iOW' mel. • . SIzrz PFt ICVM FT. CO LORS ..L.BSllwf FT. - SiZIE PRIGEIM FT. COLDftS ld'SOIi~ - ~ ` . ' - _ ° ` ~ • ' ~ - ~-~'~I,i,~ . I . ' ~ fl • y ' _ ` '-I~ ~ , T ~.501~~ . _ - " ~ ~ • - : ~~1~5olyd - , - ~ -~~l._ • I . . i', yH.' ~'.-w.. ~S`- -:..ti S r..Y'~ y k~r~9 '..~fiy- ~ y~y - _ - - _ - . • ~ :_,F.r _ . . . •:1~~Solid•' ~ . ~ ..VV . • i J h '•S' • : `YY,~l"'! r'-' 'rL't ``l•{_•,•a~~• . Fr:ti , •~"v'. ~ ~Y:. EnergytiDlB7~CiF > cuit,Gable-~15- ~11 2. . - • ~ = . nr~oARn,-prar.~c.~aG~r~~` *~O:h:R,".,~~ ~ rvr ~540~~ ~ :firStra~ided . ~ 2 ~ : 1 26- ~ ~ ~?~;~i•a4~;. 51~i=:•' RJrCE}'I~I~T_ ~ 4 stra,~e'd 2 ~ 155- ca~~R~: _ ~~~srr~:~r. , 2'Stfanded 2 ~ 2U: ~d. . . . . _ ~ UF Plain Mul#i Conductor - UL List,ed~-TyPe UF STAHDAR~} PAC14.AGINC+250 f#, cutnng 4rid 1000 h. NIR r+rreis UF Vlfifg!'pi1nd J ~~E # SllE PFIICElM FT. L8SI11A FT. CODE # SIZE PRICElM[ FT. LBSfM FT. . 961430 ~ 14r3 96 961437 14r3 ~ a ~ 961420 ~ 1412 65 1 18 961427 1412 ~ 80 9 961220 12/2 61230 ~ 1213 127 ~ 961237 r 1213 148 ~~~a~~ ~ ~o~ ~ ~ . 83 961227 ~ 1212 ~ ~ 11 a 961 ~~o { ~ j ~ 173 961037 10/3 208 ssa~~o ~ 114 961027 1 a/a l 156 sso~~a ~ 8/3 330 } r 9sas3~ ~ 8/3 ! - ~ 361 6/2 490 960s27 ~ 812 237 960637 613 I ~ 525 L 960'627 6~2 407 E Jacketed Mufti Canductor IrrMgation Contral Cable 300V ~ - o Hi Oensity~ ~E Jacket PRIcEIM Les/M 3M Splicing NlateriaC CODE 0 SIZE FT. F7. COaE 0 i 970182 1 1 S12 _4~,nd. - PRICElM 20 WxaARD PACr.AGiKS 971e16 ~ 3M ~r 3570 unipsks ~ 970 T 83 1 1$l3 Gand_ - ~ 27 18/2 & I ar39718f~Q ~ 3N4 DBY Direct 8urisl SI~~re I{it:s ~ ~ 9701$a 18/4 co~,d. ~ -36 - ~ f ~ 19701 1~15 ~~~d. ~ spaols ~ 25D0 Pcs or More ~ ~ 43 - 1D~' d~ 25[)0' 971613 ~ ScotGh Lock Conr,ectors - Yellov~r ~ ~ $S ~ 1816 Cand. ~ 5.q ~ ~ nrr~ r~~s 9? 1 8 14 ~ Scotch Lo~ck Cvr~r~ectors , ~ Red ~ ° $70187 1817 Cond. L57 971$15 ScDtCh LoCk [;OnneC°#4rs - Bltie ~ , 97 0168 ~ 18l8 cona. ~ 66 ` s71~ ~ 3 r~ s~ . ~ ~ .970189 ~ T $17 0 Cond. ~ 84 ~ ~ BI4 1~rou~h $113 971819 ~ 3M $2A = 1 970190 1 1811 2 Cond. ~ 96 250` aPools. yDpO' 971826 ~ Scotchcote ' .r f970195 ~ 1$113 Cond. 704 d. 2500' NIR reels Cafl tor pficing on all other 3M products ~ SPECIAL PIJFiPL7SE GASLE CooE ~ SIzE PRrcErM FT. aPPLiCArioN pAic€ Prv Lgs/M Fv. . ~ 961 438 1412 ~iair~bird N1axi Cabie P-7i 84•D ~ 112 Lo~►r Vvftage Lig~iting Cable '~70~195 12/2 Rainbird Maxi Cable ~P•71$4-'D ~ 135 9619041 1$12 ' Shie Ided 7ort) ~ P-7162-1) ~ GCD - -w 961905 ~ fil~ PRIGEIkt t~51M SF7keIded/aFf1'iDfed TOFp ~ p-7162•p-A-1 ~ 90 CODE # sl,~~ FT. FT. ~ 9619a6 - 18/4 ~ p 2 pr. shid. au~kner P-7_171-~ ~ 65 961aoa k 18/2 27 ' 961907 ~ 1814 2 pr. shld_Iarmcared Budcner ~ P•7171-D-A-1 ~ 105 961213 ~ 121'2 ~ $Q 93 16 15 ~ 1 8ll 6 $ pr. shld. armored Toro ~P-7174-D•A-1 ~ 2$9 961300 ~ V2 161 ~ TERfV15 296 -_10days - f1JE7 3D ~ P.O. Box 368 f1071 Hudson Street 1 U~ an~ Ne~r ~Je s y Ofic'e f070B3 f2D1-687-7'$1 p{ Telex-I 3-8121 ~ P.O. Box 1339 ! 1679 E~asz 29th A~renue fCol'umbus, Nebraska 68601 / 402-563-3545 Sales Office & Warehouse 14524 S. Garfie➢d Avenue f Faramounx,Cal fo m a 90723 ! 414 j (,a WATc QrV'1 µ w . ~g PVC IRRIGATION SPECIALTY PR~DUCTS , . ~ . ~ bri-Splice W'ire Cannecfiors Fdr "use in 04c►chycaJ sysfgyrrs wEth 3bv or les4a The SptarB Dti-Spt1Ce Seal desigtlred into eaCh wire hole enables you to stock o~ e connectar for al( app{ications. The Dri-SpticeSeai feattlres an tnterference webbingwhlch expands to accarrimate#78, #14, #12, or#1D gauge wite sizes. In the everrt ohly two holes are used, the bri-Splice Seat prevent.s stalantfrom 1eak(ng out through'the thW hvle, i ~ •OS`1100 Dif-$pllce , Parx . D1sCaUn1 PnList 1 a ~ 0m slze fl4s A1MG 418, *114, 012,'or!!10 Number De-3cription SPIMG Cpdeeali;h ~ + Da9ignsd tn insUre watarproaf crmnuctidm D~~~Spitco -Zasirj instilled i11 #krc fielQ wilhout t-qecla! • ' ' ' 1~ire- Cvnneclar tools , 05•100 witfi Crimp 25V400 UZO leava ~ Pwrrwnant prooeclion tor Undarground vYire (SE.aW►:Y SqLD SEpa:.ATELY) ~ R"tliM5 the use dt D9M30 Scsalattt PwFitled Dtl-Splirp 1^Irt~ EaS-400 25;40G 020 ' 1.84 ~ - Corirldctcr v:ith Mn a" ' • Grimla 91~~v~ , M-All t.h6 t+b;~huasafthe bS-106, p1us the adcied bonefrt of heing pm•i1Hed with Diela&,trio . ~ ~ : ~ 51gcone Sealant ~t Redur.~d Invsnt~ory requirecr~ar~s . DS-~'~Q Crirn~,~ !40-, tInsurm pmper'amount xnd typve crf Sepian! ~YVtY dme . ~ ~ ~ ~ t• E7+~i~a't95 ~qSay ~~nci timely cie~;1-::¢ D11-Splic~- ' ~1 ~ ~ ~ = 7Aakex inSt3llzttiona qulck, cle;an vnd 0 5-'%0 0 $eal:3nt 020 , c.22 ~ ~ 'J' ~ ~ ~~EActent . F0r OS-;00 i •r W~4 (~.:ign~- • ' .avpmr. ccrrr-<2 I w~s p a r S ar. ;+,tr~ . . 1 . :allow3 eoY in$a_nion of rrrirf-, LD fTl S7ANPAFW P1~G'K C1UaNTIT1~5 4N(Y ro+~pPropriatc~ wlre slze. E S+O . . , ~ and atals eny unvsed hal9s lA pfEvent SOoenI run oUt- 0$~-500 Dt't-5p11ce Wire CCannect'Cr p Far mse rre aleefr;Cesl systej;i% wv iih -30v 4e jovs. ~ .$peats NEW DS-540 Or! $pfir.e Whire" Connector is the iast; tEliA~ble and cIeah w4 of ma,king p~:Kiye, ~1aterpro+af ~ ronnertions you ean depend nn. Slmpiy tixist 1Atire Mut on and insert info bietectric Siciocin Seatant C-artridge. The C?9400 iS $pecially.des+gned far irrigatJan syst.ems and fow vpltage )ighting, marine and securify sysEems ar.d !$UltabjP- for direCt kwNai. . ; . e . . et AlkwS h,ll asslwembly-sinc4 chack 4f connectian prio~ to fi-ating iv- Accnpts wira c.Ombinatic,ns frvm.3 ;~ZZ tc 3 010 A1NG!v~id ar atranded crPPfar wiN is Speciat "No-Ma='" carVEdge dcasl8n fillty enCto5o5 &BaL2c1C 1-nt4mbl inWlatk pieYerrtS c3isenWgsment of v+rice riur% frpm sw1ar& cartridgc ~ Higri fmpact . Polypropylene DieleCVit 3111conc Sealarrt - , 13odY AK ' i,,,, , pMvi.dBS nontbnductive • . LiSt w~fierpropP cpnnactian Part Distauttr Prlce ~ Numt*r poscrpdon : sP1MC Gode Each RQ{mIning Glip ho'lds Wire Nut Pre-Rled . tlrr~ly ln sealanl w pS-500 Dri-Spllo6 Wire I Connettar wllh 251500 020 1.64 , • Wic'e Ntt'ti ' . . . . ~ , • • , Web DAalgn ~ ~ot~t,artaana► ' 'DLD !M S7'ANMRO p`» auANTtT1E5 ONLY ~ aUvws easy insert;oc, of , wltT and Wire nut while ' IJLJCSA Apprbv" ; hol+ding sealsnt in plar.e ' W1rL+ Nut . • , ~ ' . • . MIAdE IN THE U.S.A. - 1 . ; . , • • - ' t PVC IRRiGATIaN SPECIAVY PRODUCTS ~ ~ ~ l . . ; DS- 100 &l§M Dri-Sp1ize Wlre Connector ln.stdllortion infarmafion ~ ~....r., ~ ► N11RES \ CRIMP . P~~G ~ ~ BOdY SLEEVE (Fiezjb~e PVC) (Rigid PYC) 1. insert wires through.holes in base'of body; 2. 'i'1w16t stripped vyires;.tog-ether and apPlY crfnP sleevv with ari i►ident`type crimping toot. Trm excess bare wire. 3. DS-100- 4NLY Filf Plug to brim wifh nS-3~DQ sealan~. . 4. {nvert body $nd '+ctsert ptug into body untal ft sn$ps tighG ~.5. Push wires al1 the way lnto the plug to cQ ~pletely seaS t.he crimp sfeeYe. ~ 6_ DS-100 QNLY Be certain sealant has Tortned into aI{ . hotes in 6ady. ' ~ p5-500 Dri-5'plice MTe Connector lnsttr(latlon Informati4n - ~ , WRES WIRE NUT `60DY 9 i 1, 9trip wires and instatl wire nuL 2. Align wire nut wings with arrowe, ar+ci fn5ert fuliy info body. . ~ Dri-Splite Wire Conttector GeMera1 lnfdrmafi►oet ~ - $ealant; DS-300 Seaiant` (for DS-100) - MSQS availa,ble upnr, request'. ^ DS-400 Dielectric Silicone Sea(ant` - definpd a$ an Artrdn, per OSf-fA 29 CFR 1910,1200, which does not t'equite an MS05. - pS-500 Qielecfrtc Silicoh $ea(ant' - defin~d as an Artictig, per QSNA 29 CFF; 1910, 1200, whlch does nof require an MSD,S. " i Shelf Life: DS-300 (unopened tube) One Year ~ DS-400 indefinite at 73°F; ~ b5•500 lndefinite at 73°F- ; ~ F-lectrical Systems: For use in etectrical systems with 30v or less. . UL Listing NOT required in most areas. ; ~ i pS-100 & bS400 Components: pfug Rigid b(ack PVC ~ Body Ftezible black PVC Crlrnp Sleeve UL and CSA L'+sted for 18 10 awg solid or stranded copper ~ canductors. ; . . DS-500 Components; Body - Potypropylene ~ Wlre Nut --Twist dn Spring Type - tJIJCS~ListEd for 22. 10 awg sol►d or ; , Stranded copperwire. ~ r " Inforrnation developed and fumished by the Sealant Matiufacturers. For additional information, pie ase contact 2 Speats Technical Services Department ~ . ' t~[ADE IN THE U.S.A. , i r~' { . . ' ' ~}•r . a~t~e..- v~tl~re-$.I. c=hec.k, va ~ves ~ - - ~ c?..`e;:,,: :.r.- . . : i :r• . . . . , . . ~f~ . . • ~ ~ : +i ~ 200 fb. WUG to 2000 F ~ . ,J ~ J 1~• • FIG. No s,-8 & T1- ~ a BRASS GATE ~VALI%E. B • . . . . ~ . , Pc5. (Maste(Carfon) _ ' . , , . . • . . : ~ , ; - • . M ~ lRIeAS{OR5 ~ t' . • - , . --NOminals:, PCS. ~ ete~ . (.lis.} ~''SCldet.. (IflcFi jar-~ ~Wt.. ~~`.r. r~~• . ~ `ssy - ' . ~ Siie.i~`•.~,.: ;8o~4c,;~-•. .Carton' . PS; '~~r=;~~%'iA:: . ,`%`~-~8~`'•:';:__~::.~;C{,-'t:• • • . ~ ~ta: , - • ~..t<., - ,i:r.: _ ~ ~►~►ypyp..,,~~ ~ , ,y,~ . , . : , . - . . . ~"r `i; ~ . • a~ ._.j:.t ...pj ~.tt» j: ~ - f~~. + Ty' ~ . , - . • :.%a.; . ~...:1.0,~ . 24~;;,~ . ~66 . ..:G==-~•~~: `61: ' ; , . . tiw. ' ~q , ♦ : J ~ . - ,s9y~ ~ s , ' . : . r . ' ~ j-:'•:.(5 `'A ~ ' '~w~ y. ~ ~ ~ . ~ ../e~- _ ~ ~~o . ~2a, ~ ~ 64'. ~ . . :~i•,61.,: . '2-~91,.~_, - . ~ ~ .C..:r • • . . • Z • 0.; . - ~ 120: 68 62;;~: ~ .3:• . • . - . ~ . . - . . . _ . - ~ .J ' ' ~ ' . , . - - .•~tiwt;~ , . I" . ~ ~ Q 10' 90. ~ 73 ' . .68,. . . - • . . . r--~ THREAOED~ , TI_g ~ • 5 60 68 . 64 • • _2::20 . -3:98~=:- r '~Y . ,r W '=.Ga~'e~Yalve ~ Threaded 1 1 /4 5 44 70 ~ 66 - ~ ~2,40 .4;72. 2.95 4 32 69 ~ 64: ~ 2.44 4104 9' T2,) 2 20 64 62 -2,83 6.02 •3.94 21/2 2 12 84 72 3.50 7.32 4.64 3 1 Q . 77 70 3.98 8.92 5_28 4' 1 4 69 - 4,57 10.28 ~ - "Ava:idble Onty viith ctlreadeo conn6tUons. • c ~ SI•8 SI-8 . ~ GATE VALVE Cppper Io Copper :oppet to Copper ~ ~ ~ ~ 200 I b. 1hlC1G to 200°' P ~ - FIG. N0. SI-3 & TI-3 BRASS CHECK VALVE pCs. (tJa;lOf CsrtOn) , Nprtrnal PCS. Miaster W1. (Lb:;,) (1nch) OIm9r,sions 5izc BOx Carton Threadad SOlder L L, H 1/2' 10 160 . 75' 77 2.1 2.5 1.5 i0 i 20 72 78 ~2.3 3.1 1.6 _ 1 6 72 67 74 2.7 3.9 1.8 ~N~'~'I-3CK;VALVE ~ T~treaded , ~ . TI'3 11~ 5 60 81 90 3.1 4,3 2.0 ti~7h~eaded 11/2 4 32 59 64 3.5 4.9. 2.2 ~s 2 2 24 66 71 4.3 ~6.0 2.7 ~ - - - . ~ 21/2' 2 12 . ~ 71 ~ = . • 5.3 . 3.3 3" 1~ 6 51 - 6.3 3.8 'a' 1 4 rJs 7.5 ^ 4.5 • ~ x::,. ~ ' ~ ' 'Avdilable Gnly willi threAdod connectian, , - . ~ • J ~ , i ' SI-3 SI-3 iECK VALVE Copper tc Copper ` )per to Copper i NIs(;C) iN(; . E1_KHART. INDIANA. U.S.A. • ~ ~ i~ ~*~~iA t tF .y,~IR ~ N rl~., , i~ ~ r •-rY'.5 - - `?aisr~ t2tie. _r • :4~3:.: . •'Ai~ : r, . , . .t~,~ s~ M~~~~ - . _ :;t.~',~~ L+r C~~a. ~+y~. ' .~,~~"q:.w.'.~:•• L:~ .?V~-~S~ ~ d.: ~~T~' 4 I ~ f{C' M '~h..d~~~1~t • Js~,`,!~^~~ ,<~j_•j f ~ ,F~:'C,~ T.rh~'j4 , ~ 2.^*y: ^a ~ . '.va~`' •;C~ =3's.,[: • - r •tt..'~l~? : .ti;t':i?• ri`~L..~ ~i'~„•:~~+ti. nµ:. ..r: ' ~:t^,.::~'~.. . - •~:taa~x`~..w ~4 , ~{f . ~~.j'~r. y,8~' 4'ti:~;~%~ . .d.•..l ~•V: ~ii~~v.?~'; • r~.:i: ~ ~ : :L._~'~lr~' _ i:'...:.i. ~ ~ 0..7_. . ' ' . . ;i~7~~~' - .r.•r- ~ •'~~r•:- ::.~+_4:`~ ^<`:`~+..'hi: .S .:y ~ 4,..•' . . . . • L.n:~ .~~1.JJ~~' i~ifJc.~:. . -'.'•i'~r~~ 1C4-.<~:✓' 1TT~'~` ^~(,~~r4•• c~t" y''~ ~ • -y~ ~ • • ~ F~~ . ~ ;;,:...;Y.~.;.~ !3:"~...i-r: c~. ° : , • • • . ' • ~ ,y~•; , • I. ~ C ' r•.,,.~};, • ~ :9 ,l•: "~"i ' ~ . ~,i~.. ' ~Y~~,i.} '~i.~ ~~;;~4, ~;f~:,:.~.; - . . m ; ' •v-' . _ -'ri`` ' - r' j'~-• ••:.{:l~ 't4 -x.K!' '~~'i .e~ h, ~ . - . . - • s ry, . ' - ~"1' • ..r:` 'd.:.. 3, L`J,J` j-'T4ir1 ~ . :~J-w- ni ~..C is.:.. L trui ~ . ~ ' . . r.. `O. . ~ . ~Y4~'~c~=~~;i.-?)~'~v i~'"~ ~..r . i-•. ' ` ' . . f t., :s'.S~- ~ 1'~ ~ . , , t. . . ~;~-yE~~~..~z~~-, ~i : , . r^ :.a v`:- - ~•'6. ;K i . . ~ ' . • ' ~ ~ ~ ~.4t'~..~~' ' _ ~ . . ~R .r. iI+^^y~:t• ' : ••:'~~C.j v..... F'~.•t..'.:• . - • • • • , • ~ ` .~~~~v,l.. .il~,A~„e'•; ~i^' ~ ~ t.'`,?~F~~.r~ <~~.L:~_~'.- ' : • ~ " r~'~?:~a:' • -'::~:a~, -:spufclc;Coupling:Valves . ` ~ QUl 6~K=~~~~~.,~~.~o.r;::::~. alve Pressuie,L'oss.~lPs;I:.,'. . ~ . ~ ~ .v~;~.".n~~'~:'lM~d`' ~~ir~ 'e~e+a4~.. 7.~sv~~-l.r~=.. .-r~•; ~ , ~n .+.y,"?y.^ :t~t~. ,~I.?:st~j: - •:+;.;~'~j7x ' _ R ~ : _ ; _ Flow,;.,, 3RC• '330RC1330NP,,,~=~4RC144NP`, SRC 7 ~ ~T c;~ ; t/Z' ~ . . ~ y•..~, Q~f ~~~l'O ~gew~ 3G:0• •~k;i~ (F^`'.~~aa.e= ~ w~~F A'4 ~SeZ~sj~'i ' . . , 9.~ " ' `~~A,,~~j ~i i ~y' . ~ 4:3 ',.t: ~ • `:~:t ~ ~~-.~-s~~:;~ ~ s~~f,. : . _ : ri'' _ ~ 20;~<; j_; ,7.:2.'~~~-,`•,.4s 7 6,f~} ..~.;.•;,~_M1; ~~=;,:..11:5;• '''•j1 ~9.; . • `Z: '„~3a~:, :t;;~~ h~:..•`,:~,;;~:,::.~_~ ~ ~ . ~~q'p r -.-c•: ; - , ;'3.8 ~ 3RCI33QRC13~30LRC s.a i ti ~ 44RC144L-RC•, ' ~'60 9.6 ~ 2.5. ~ 5RC15LRC :~c:,• t'"- t ~ -TO 14.0 3.6 7 - =4.9 1110 _ :8.4 - 3RC r 33 RGSR -s,• :•.=~:~t • 125 14.0 °~ZJ:~F~ ' f' :1=~.tY.i~ : 'sy'o ~!},~~'~:.~.k`f~i~ ~'tf~i~':~;~ ~r: 'i . ~ • • ' ~ ` • ~ Quick-Coupling Valves ~ ~ Brass, heavy-duty, quick-coupling ~~,r` Valve Pressure Loss (Bars) ~ valves used for site_specific potable ~;:~.,~:j.:' -.p Frow frow j 3RC~330RC/J3DNP 44R944IVP SRC 7 water access, where valve needs to be ~ ~s?~t~,~, , • ~r~'.~.L /Il'm ils 314• ~314• r• s~ t-rn• visually hidden. . `•}~"a_ ~ - - - - - ,25 4 :0,23 '3.*. 0;83 0 ~ -r' ~J '•Y~ 4. 1,11. 0,42 0,41' 0,22 _ _ . r • Features ~T _ 5 1,39 ~ 0,37 • Neavy-duty, brass construction ! • : - ; s 1,67 _ _ o,ST - _ 7 i,94 0,84 0,1~,' • Durabie, high-qua1ity, yellow 8 2,22 _ _ 0.19 - - thermoplastic rubber cover is standard s 2,50 - - - 0.25 --JT (eature (except on modei 7) l to 2,78 0.33 - 12 3,33 0.50 0,13 • Stainless steel internal valve spring y . -.:1 :.,...r¢.= ~ 44CRC SCRC 14 3,89 - - - 0,72 0,18 33DLRC 16 4,A4 - - - 0,9T 0,25 ~ • Ecoiromical, one-prece body design z2 6,11 - - - - o,T2 (models 3RC, SRC, 7) 28 ~,18 - - - - Q.9~ • Easy-to-service, two-piece body design Modeis (models 33DRC, 33DLRC and 94RC) • 3RC:'/+' (20127) ~ • Optional locking rUbber cover (models' Rubber Cover, 1-Piece Body ~ 330LRC, 44LRC, SLRC) lhat uses • 330RC:'1.•' (20127) 2049 key or lock Double Track Key Luq, Rubber Cover, • Model 7 has slandard metai cover only I -Piece 8ody ~ 0Peratin9-Ran9e ~ 330LRC: (20127) Double Track Key Lug, • Flow: 10 to 125 GPM (3 to 28 m'Ih; Locking Rubber Cover, 2-Piece Body D, 83 l0 7,78 !/s) • 94RC:, (26I34 . _ Pressure:.5 to 125 psi (0,3 to 8,5 Bars), . Rubb&-Cover,;2-~Piece B.ody .Dimensions ; - ~ . .~.94L`RC.~:i~(26%34)~::.,,, ;~~.:.~~-,:~::-:.:::r~ - . Y~. V:'...~i':,j•~.;q~: .•.~T. - . ~ =:Locking`~ Rubber_-Cover•r2=Piece;8 doy,• 3RC . • • . _ • . ~r.:~, ~ <~t': ~.~'~.~r,~~~=~• ~~~t~~- »:w._-..~ , f, ~ . . ~ v ~ r~ ~`.t.. J~,' •°i.~?~~~~'.~~c~~:~RV~~,1 (26/3,4)r_ ~in. ~;~5:~~~. i.~.~~ - . Keiqfil:~:9j;/.+.;"~t1 D'8:crrm).::::`. _ ~~~fi~ - i~ - _ - . _ i; _ ~ .«,c F ..er~,.,(~,~'s2a~, C'' .Zz-. ;::a',.7 .~t.~;.j f y r.. ;s : t- ° ~-:Rubber=C-over 1:P~ece Body a. - _w;~_,,-s; :f ~•x_E'.~:~r`~~::::;: - . t:f•'::•• • '~r::r. 1.c r,.. >s.: ~Y ~.=-f..! . . `~~F- ~`~'~Y~~rji C r J~-~:~~1~ ~ ~•t~S•it ^ «';~.~i.i•~:: z\' T~ •"'y f.o. ` • ~...~.t~~r:,~-~~ . ti; . . . Heig~t~l8-•°(,i. YjvCm1 .,7:,'•.h ~ ' YrK~~~~^$" °r, .~'~;35"~ 'l;~ ~ L~oe ing bber Go ~ Pte~e Bod ',~1~c~ .!t:,:~ •i.. ?v'. a +.'r.:tiJ ~ :r~33~DLRG r~ ~ 1 ! " 0 9 ; ~•~~.~-~;.,;5~~;~~~Neig t: 4:s fe• ~g,~ ~ . ( 4r~,~ ~ ~ - , r •744 LfiC HeighL 6 ( 2 e . ' SRC MQdE Opt onal tleighi: 5 #/z' (19 G ~ ~o.ver , • - . ~ ~He~ght: 5',/z• (~4 Gm) ~ f~"~~~~~" pEa~es a 330LRGva/ve• 7 qurck . s~~Height: 5'%~ ~(k14~6~cm ~ p;~ B; oQr o~ o~,u c c~ _ •-^%i-;~''•'' . 4 o a• fo non- .S. ap licatio s rt sa to :-~.a•:~ `itn r~ s NPT or 8Sf' thr ad•ty ~ 5 C LR only . • 1,,., - . ~i.: r r ♦ r ~ 7t~ , ~ ~ . ~ . ~ _ . . . - . ~ ~ - - ' i ~ ~A ~ 1 ~ ~ 1 1 i-J . ~ _ . 100-DV-A ► ~ ~ - • ~ ~ Electric Remote-Control Valves . ~ DV SERIES " . ;/s", 'l " (20/27; 26134) ~ Primary Application Operating Range r:u1 Fconomical irris;ation valve for residential and PrCssure: 15 ro 150 psi (1 tu 10 Bars) lighr commcrcial applications. • 075-DV FIow: 0.2 to 22 GI'M (0,05 to 5,0 ^ 1 m'/h; 0,01 to 1,39 Us). Hnr flows below ~.~.J Features 3 CP~\4 (0,75 m'ft 0,21 Us) or any • • Doublc-filcered pilot-flow design for Xcri~ationw application, use RBI~-o7s- DV and DVF maaimum rcliabilicy. 200MX Filrer inscalled uPscrea►n. Value Press«re Loss (pst) . • 100-DV 1=1ow: 0.2 to 40 GPM (0,05 to 10 Flow 075-DV 100-DV 100-DVF f~alanced-pressure diaphragm for long life. 3„ " • fxternal bleed to manually flush system ~~f m~/li; 0,f)1 to 2,7~S Us). }~or Flo~vs lielo~v 3 GPM /a_.psi 1__psi ~ Cl'iLl (0,75 m 3/h; 0,21 1/s) or any l 2.5 0.5 dirt and dcbns during installanan ancl 3 2.5 0.5 system scart-up. Xerigationm application, use 5 5.9 1.0 • lnternal bleed for spr:iy-free manual RQY-100-200V1X Filter installed upsrream. 10 3.8 2.6 ~ eratian. • Temperature: Up ro 1l0° F(43° C) 20 S.1 3.6 o ~ ~ p 30 - 6.5 • Energy-eFficient, low-power encapsulatecl • t\mbient air temperature: Up to 125° F(52° C) 40 9.0 solenoid with captured plunger anJ 90-mesh (200 i„icrc►n) solenoid filcer. Electrical Specifications . • Buna-I~i cliaphragm ~~~ith self-cleaning 90 • 24 VAC 50160 c~~cle solenoid po~ver DV and DVF METRIC mesh (200 micre>n) piloc water filcer and requifement: 0.30 A(7.2 VA) inrush Ualve 1''ressLrre Loss (Bars) ca ptive s prin g. currcnt; 0.19 A(4.6 Vt1) holdin g currcn[ Flow 075-DV 100-DV/100-DVF ~ / h I/s /a Bars 1 Bars ~ J • Opcrates in Iow-flow and aeriga[ion° m 0,5 0,13 0, 7 S 0,03 applicatinns when the KBY filter is installed Dimensions 0,75 0,21 0,13 0,03 upstream. • Hcighr. 4;h" (11,4 cm) 1,0 0,28 0,20 0,06 • 1.25" (3,2 cm) stainless steel phillips •Length: 41/a" (10,7 cm) 2,0 0,56 0,24 0,16 5,0 1,39 0,37 0,29 - heacl screws. • Vilidth: 31/,:" (8,4 cm) 7,5 2,03 - 0,50 ~:51 • Slip-by-slip configurations for low-cost, 10,0 2,78 0,67 solvent-weld installatioils. MOdeIS Note: See Xcribacion scaion tor 1tIiY Filter Floxv 1 J • Angle confiburation for flexible installacions 0 O7S'DVt ~4~~ (20/27) loss dara. especially when submains are (lrep. , l0U-0V: I"(26/34) 1) lZain Bird recominends Flow rares in rhe supply line no< <u exeeed 5 co 7.5 fr.fsec. •.lecepcs latching solenoid for use with • 1 00-1)V-tiS: 1"(26/34) (2,3 m/s) in oidcr m r0ucc nce effect5 of Itain 13ird battcry-ciperated contrullers. • lU0-C)V-;\: 1" (26/34) - NEW w;i(cr hinmicr. 2) DV SeneS valres cannut hc usc(I with PK$ • Optional condtut cover (llV-DU1T) available. • 100-I)V-BSP: I"(26/34), BSP threaded pressure regulatina tnodules i ~ Rwz*~kBIRD 1997-,1998 ccttalog L'.rlve s 85 ~ . s~ ' ~ ~ ~ ~ ~ •f _ ~ v:i~•~'~:~ 'i' - ~ -wa`~c~~r~c.• :r~.w...,. v.--.-' - ~Cv rn -~rtF•- . ' :X. !N ~,.~i+~= `~~i.~~;~'•H.~•S.:l e.,~~~ -F~~~~wi.~.'F!'~S'Y'~Y!L~g~q~, r~f dt {~j,i:h.~: T:':,;- <._..;:r.5•- L~~ ~~J r .,r77' i~f~c° ~ -i:7tCaS5~.:~~,rs,'r'!' { 11 k ~..Y -4~ 1~. ' x r : :::..~?'S'3 5~~~'.• w ~-~re:r• ~ ' t~, ..i .Y2;'.'::` ' ' sa~if_ h:.... ~ a.^ 5- ~ s~_. ~a~ ~i~tS' 'F` ~ v: . ' • ~ ` ' ~ ~"'tSt~ ~i. •r~. _ J i ~ . r"'> f :...•w ,4w r r.*w; . , •y ~ r- '~~T Nf-~;: • rr.•. r ~.i•:J.Y, "i;~- .fi~i 4 . ~ ~.i'+Ct. • ,y: ~~r.r.~t ~'~'Y?r;'.:~~ . , - :tf.v' l-~'..._;L•a~:' . _ a: •n , - ~ r,••,.~?: . . ' ,r:i' -ti'.'~". L . . , , '~~~r~u~titf.•A:~K :T~t~~"-!~1 a~.~ :ir:`.41.a•.: . „ . „ . • ~'~.i'~%rCi c ~u.. ~ ~ . . , ~ . ' ' ' • . . . , . "4~• I . ' ' Sd:~•Ly ~°~::1:.~ :*:.i'.Y•'~~ ' , ~ ' ~ ' ' • . , . . . , z. . _ . ' • . • . ' , _ . ~41~q,:Folpriler-Coiicrete.Cavex.' ~ . ~ , ~ • - ~ . ~ . ;'~t'.`pM•~'. L i .'.^,"r: . l ' ' ~ . • . . , . . _ ~ ~ , . {{~~~''f~ti~ ~Potymer: Conczete- 21 lV 6}~ •t. • ry~ ~iM•.' . :.i •~.v~y ' ~t: . . s. . . _ • ' • , • " _ :i~. •;~^i.~ [l.i~? ~ ~~'ar•~;1Vo: 19=3R-• . _ s , - • • . _ - : ~ • . . - - ~ . • ~ ~ . . : _ . - : ~,:1`5,~~~}~„ 5....'~;':~ :~'~~i,:~. ~:i~f, : ~.I. . - " ' ~t:;~•~ ~ ~ ~ y.t'._=~?~::SY' . ' ' • . . ; "4i:~,''~ • ' •.y~" . +'.y+:tr: i'~~~~c'~llR,;Ye:.\~. ~ . . ~r}J4S,~~...~ ~.a~~ ' . , : ; .~t~? ~•i ~ a u ~ ' . . - ~a .Z S: ' - . : Y~'1_~ ~Ilg~'. .~''ibV~Z . • . . . ' ~1~,5~~-~,;': . . ' _ . iLwt~'.a;r,~~..'~~~~ ~ " . ~ • • ~ tt t • ~ ~ lbs. - Pait"No;-~1~419-2 Nan Bolt rart No: 14-19-2B Bolt Down ~ . .r~. . ~j ' ~ ~ 10'h" 1419 Meter Recxdin4 Cc~v~r .:;t•'~ ~ ~ 15/e - Weight: H APE 31bs. , Part No: 1419-5 Non Bolt ~l 141975B Bolt Down 'Weight: Cast Iron Reader 4.5 lbs. Paz't No: 1419-6 Non Bolt 1419-6B Aolt Do~vn F~.Ex Locr: llf=( SLOT ✓ 10'/ti" 1419 N'on Hi~;ige~i, Caver . ~ s ~ y~'~ ~ ~ MARKING , • •~"s% '•T~ ' ~ . • ` ` WeigJ:lt: HDPE 3 lbs. rart No: 1419-3 Non BoIt ~ 1419-3B Bolt Down 2-;:" ~30LY (Qptiona!) r` 1419 T`-Cover 7 7 ° Wei~ ht: HDPE~ ' lbs. • :;a ~ ,f Part No J : ~ • _ ,~.t~' ~~"r- t „ : 1419-4 Non Boa t 14 X 9-4$ Bolt Down - . ' ~ _ ' l;;; a '1d~19_~~ox 12„ ~ I : . ` , ,Y 'ia :C4y A'-. • . ~ 4'ti ' - , ~ ~ Weight• 'HD1~E 71bs. : _ . . :14 / : : ' ~i~h.. • - Pa"~t?Vo:~ 1419-12-: . tii.V~.~ H:-' tr.{w'•. ~~'.~'a.:':' ~W~'~~'~-Y~ f.:~~ I _ ,f.. . : . I [~=f~ n. • : `b f:A.~ ~ ~ L~i y .~.::~SA~;~ ~ 'C~~,~j 7yf; ' : / p/'u.`~ ~ ' • ' ~C` s`~«. • .r-... . ~4 1 . . • ~=frC~~~~ s4( 41e ~ C~; y` ta-' ~t• 3 . ~ ~ ~M i . • •r.••.~: f ~ ~r ~ . . . • it; i .'C` • _ ~ - ~ • - $S~a~~Z.1't r r r .t ~ ~ N • ,~.};,7 ',~•~r~"v ~ • _r :d: • _ . . ^ra ~-t~~:~~i=,.'•,'-1•..•d...'i:d~,.ls'r~ ~ ' ~ %.'!t S~'~.~~r:~~145~r~Tn~'~~.,ti~s~^ . - :~v~Y •Q.::.. ~:~r,{~^Y " ~~v -Lv 1 .'Y~' - ' . 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' l:.-!' • r"';:,~~v.. • t'f• ~ r-~F~. `si' . ~ .:.i.' i ~-r". . , ~ Xti' .'b~''.~'.3i <~ft~-:.-al~~_~,.e,Y i~ »7,.fi~f6~~'~i'l:.Y~.i~~.M.: r`f' . .•~•.hp?i;,':;;,,.~~ 7 .h f ; ~ ~ " f ~ i ~ The economical, scaled-down rotor and spray alternative designed for mid-range ~ ,J ai-eas at residential and commercial sites. ' . v ~ J~ he problem? A landscape too large co effectively be serviced by sprays, yet coo small to consider using a full-size rocor. The solucion? The PGM. Taking the technology that made the PGP the world's top-selling rotor and then scaling it down, Hunter created a"two-thirds" version that's T perfect for these in-between problems. Unlike sprays, the PGM is capable of working in tandem with larger rocors to combine big and small areas in a single zone - thus, fewer heads perform mor-e efficient work for a more economical price. Additional savings will be realized from che PGM's "radius adjustment" that fine-tunes the spray to keep water off driveways, walks and other non-landscaped surfaces, as well as the raclc of six water- efficient nozzles, each easily idencified by flow rates, that can be installed and changed faster Ehan ever. The PGM. It meets che rocor vs. spray dilemma halfway, yet compromises on nothing when it comes to quality and performance. ~ FEATURES & BENEFITS MODELS PGM-00 - Shrub PGM-04 - 4" Pop•up (10 cm) PGM-Ob - 6" Pop-up (15 cm) Radius adjustment PGM-12 - 12" Pop-up (30 cm) Allows fine tuning of spray, ensures positive ~ ,Q nozzle retention DIMENSIONS ► ~ • Overall heighr ; ~ ,-360° adjustable arc PGM-00-6'l:" (17 cm) 40 PGM-04 - 6 S!e" (17 em) I; Easily adjuscable from top of sprinkler, up, down. PGM-06 - 8 Sle" (22 cm) ~ i wet or dry PGM- 12 - 15 '/3' (40 cm) • 1/2" female inlec NPT Proven gear drive • Exposed diameEer: I'!-" (3 cm) Matches superior reliabiliry of time-tested OPERATING SPECIFICATIONS PGP drives ~ • Discharge race: .5 to 3 0 gpm E`s ~e•~' (0. 11 to 0.68 m'/hr, ~ Heavy-duty riser seal 1.9 co I 1.4 Umin) • Radius: 15' to 30' Stops wasceful excess flow 4.6 co 9.1 m ~ ) • Pressure range: 30 to 50 psi Variable stator (2.1 co 3.4 bars: 206 co 344 kPa) Keeps rotacion speed consistenc regardless of nozzle • Precipicacion races: size or pressure approximately 0.45" ( I I mm) per hour ac 40 psi (2.8 bars; 275 kPa) for spacings Extra large filter screen from 15' co 30' 0.6 co 9.1 m) ~ • Nozzle crajectory: approximacely 18° Traps more debris without clogging OPTIONS AVAILABLE Optional factory-installed drain check valve • Drain check valve (Pop-up models only) for up J Prevents wet spocs, caused by low head drainage co 7' (2.1 m) elevacion change ~ • Reclaimed wacer cover - ~ . . ~ ~ A • C 1 J ~ . O . . . . . . . . . . . . . . . . . . . . . . ~ Y • • ; REPLACE SPRAYS WITH ROTORS AND SAVE TIME, MONEY & WATER. , .o• If you're installing a long, narrow residential site wich mid-range zones and plan co use sprays, consider the alternauve thaE's designed co save. Cansider installing PGM rocors. Two rows of PGM rotors can do the same job as chree i•ows of spray heads. Buc, because PGM rocors can run on the same zone as PGP, chey require fewer valves and scauons, and less u-enching, piping and labor. Which aU u-anslaces inco less inscallacion time for you and lower inscallation cosu for your cuscomers Buc che savings clon't end chere Since PGM rocors irngate more efficiendy than sprays, homeowners will also find chac they save wacer every time chey use cheir system. ✓ '';•.~;'l r r~Y'~ ~ . • . '`L-' ` - ~ PS 3-Row System • Zone #1=l8.8 gpm (4 27 m'/hr: 71.2 Umin) 23, Zone #2=15.8 gpm (3 59 mslhi•; 59.8 I/min) ~ Y i7Gm)o y ~ Q PS 04 12A 90' .8 gpm (0_18 m31hr; 3.0 I/min) ~ -r p PS 04 I 2A 180' 1.3 gpm (0 30 m'lhr, 4.9 I/min) 84' 4zs6~. O PS 04 I 2A 360° 2.2 gpm (0.50 m31hr; 8.3 I/min) e_~ ~ ..,r•r ~ .ti 1 • I 6r ~r •'r~"v 7-' 1 • r ( PGM 2-Row System 23 Zone #l=16 gpm (3.61 m3/hr:60.2 I/min) (70tn1 ~ PGM-04 90° #I 0 1.0 gpm (0.23 m3/hi•; 3.8 Ilmin) Ak PGM-04 180° -~42.0 2.0 gpm (0 45 m'lhr; 7.6 I/min) 84' ~ ~ ~ . - - »°~1 PGM o C a PGM Perlorman e;Chart - Metric ~ ~~P,~R Pressure Radiirs Fim-i Pressure Raditis Aovi _ ~1v1 A C A I1 fJOZZIe PSI fl. GPM fdoZZle Bars kPa m rr~3/hr. Umin EXAMPLE• P`.1 - 0V - ~ V ~ 30 14' .42 2.1 206 43 0.10 1.6 \ J .50 ao is .so .50 z.s 275 a.s 0.11 1.9 50 15' .58 3.4 ' 344 4.6 0.11 1.9 rdODEI aRC OPTIONS 30 17' 64 2.1 206 5.2 015 2.4 PGM-00 = ShruD A= AOjastabEz R= Reclaimed lVater ldentifier .75 40 18, .75 .75 2.8 275 5.5 0.11 2.8 PGM-04 e 4' Pop•uo V 3 Factory•{rrmtalled Drain 50 18' .85 3.4 344 5.5 4.19 3.2 PGM-06 = 6' Pop-up Check y31ve 30 20' .85 2.1 206 6.1 0.19 32 PGM•12 =12' Pop-up (oop-un mo4els o«ly) J 1.0 40 21' 1.0 1.0 2.8 275 6.4 0.23 3.8 ~ 50 21' 1 1 3.4 344 6.4 0 25 4.2 30 23' 13 21 206 7.0 0.30 4.9 1.5 QD 24' 1 .5 1.5 2.6 275 7.3 0.34 5.7 ` 50 24' 1.7 3.4 344 7.3 0.39 6.4 30 25' 1.7 2.1 206 7.6 0.39 6.4 ~ 2.0 40 27' 2.0 2.0 2.8 275 8.2 0.45 7.6 50 27' 2.3 3.4 344 8.2 0.52 8.7 30 28' 25 2.1 206 8.5 0 57 95 3.0 40 30' 3.0 3.0 2-6 275 9.1 0.68 11.4 50 30' 3.4 34 344 9.1 0.77 i2.9 Oan tepresr1< <zst ,!!cuhs m zero NxrI. A4er:t iur trrlcondvions Rnfiiiz nw7 be redtrc!d up ro 25% wit's ea,e.umiient scrcw (thi: n,cry (sirr 8rr 1111qb174y u(dIe sproj f+c►ttem). Fa in(omiation on tesiury vaxtnrds and precipitatim ro:F cakutn;mns. scc pnge 41' rJptinnum per(onnancr it thawn in bold typc. ~ . i ~ . . - . ~ l~ Setting the standards foi- contractors ~ and designers. The world's best selling r-esidential & light commercial rotor. ~ ~ l~ . ~ ~ 1 ~ W hy settle for second best when you can have the sprinkler by which everything else is measured. The PGP is Hunter's original product, the item that put the company on the map in 1981. Ics exceptional design and impressive performance placed the rotor a cut above back then, ~ while continuous improvements and enhancements have allowed it to maintain its stance as the number one selling rotor in world ever since. With features like a large dirry water screen and Ehe superior ability to deliver even water distribution from precision engineered nozzles, this is a residential and light commercial sprinkler simply unequaled for reliability, durabiliry or versatility. And, it's also unequaled in value - no sprinlcler in ics ~ class comes close when the subject is cost-efficiency. With its patented features and Hunter's years of experience in gear-driven technology, it s no wonder the PGP remains the professional's choice the world over. FEATURES & BENEFITS MODELS PGS - Shrub PGP - 4" Pop-up (10 cm) PGN - 12" Pop-up (30 cm) Integral rubber cover Keeps dirt ouc, won't fall off DIMENSIONS \ WPM . ~ ~ r- Overall height: PGS - 7'/s" (19 cm) Complete set of interchangeable nozzles PGP - 7'le" (19 cm) ~ 12 standard or• 7 low-angle nozzles for virtually PGH - 17" (43 cm) any task female inlec NPT ~ • Exposed diameter: I 314" (4 cm) ' 40°-360° adjustable arc or full-circle versions OPERATING SPECIFICATIONS ~ For fastest, hassle-free adjustment, wet or dry • Discharge race: .5 co 14.4 gpm (0.11 to 3.27 m'/hr; 1.9 to 54.5 Vmin) Proven, long-life gear drive • Radius: 22' co 52' j~~ , (6J to 15.9 m) First incroduced over 15 years ago and still continuously improved • Pressure range: 30 co 70 psi ~ (2.1 to 4. bars; 206 to 482 kPa) Large dirty water screen • Precipicacion races: II Puts an end to nozzle dogging approximacely .4" (10 mm) per hour at 50 psi (3.4 bars; 344 kPa) for spacings from 25' co 45' (7.6 co 13.7 m) • Nozzle crajeccory: sEandard - 25° low-angle - 13' r~ ` OPTIONS AVAILABLE ~ • Drain check valve for up co 10' (3 0 m) ~ elevacion change ~ • Reclaimed wacer cover ~ ~ • Low angle noztles ~ ' • Faaory-inswlled nozzles I ~ a . ~ ~ ~ ~ J--, ~ . rl! UNPARALLELED PERFORMANCE? IT S ALL BY DESIGN. 4iw No With a combinacion of intelligent planning, carefully controlled manufacwring and regular tesu chat conform co che strictesc scandards, che exceptional performance level of our PGP nozzles is no accident. Wich the ~ enhanced delivery of supenor dose-in cover°age and completc discribution uniformity, plus an ability to do the ~ job at both residential and commercial sices, chese nozzles have truly earned che discinccive "Performance By Desi gn" label chat identifies all Hunter nozzles. Quali[y nozzles have gone a long way towards making PGP ~ number one in the world and our ongoing improvements to their technology are certain co keep the rocor at ics lofty position for a long cime to come. W • J °~sp-~- • - ~ _ o-e G Low Angle Noules (Gray)"-,. Met~ic. ~ S an - Standard Noules,(Aed) - Metric,:' EMEM . .,,,.s.. Ressure Radius Rovl Y Pressun Radius Fkwr Pressure Radius Flow NESSUre Radius Flow Nozzle PSI ft GPM Nozzle Bars kPa m m3/hr. Umin Nozzle PSI ft. GPM Nozzle Bars kPa m m3/hr. Umin 30 28' S 2.1 206 8.5 0.11 1.9 30 22' 1.4 2.1 206 6.7 0.32 5.3 40 29' .6 1 2.8 275 8.8 0.14 2.3 4 40 24' 1.7 4 2.8 275 7.3 0.39 6.4 50 29' .7 3.4 344 8.8 0.16 2.7 50 26' 1.8 3.4 344 7.9 0.41 6.8 60 30' .8 4.1 413 9.1 0.18 3.0 60 28' 2.0 4.1 413 8.5 0.45 76 30 29' .7 2.1 206 8.8 0.16 26 30 25' 1.6 2.1 206 7.6 0.36 6.1 2 40 30' .8 2 2.8 275 9.1 0.18 3.0 5 40 27' 1.9 2.8 275 8.2 0.43 7.2 50 30' .9 3.4 344 9.1 0.20 3.4 50 28' 2.1 5 3.4 344 8.5 0.48 7.9 60 31' 1.0 4.1 413 94 0 23 3.8 60 30' 2.3 4.1 413 9.1 0.52 8.7 30 30' .9 2.1 206 9.1 0.20 3.4 30 27' 2.1 2.1 206 8.2 0.48 7.9 ~ 3 50 31' 1.2 3 32.8 275 9.4 0.23 3.8 .4 344 9 4 0.27 4.5 6 50 33' 2.8 6 32.8 275 91 0.57 9.5 .4 344 10.1 0.64 10.6 ~ 60 32' 1.3 4.1 413 9.8 0.30 4.9 60 35' 3.0 41 413 10.7 0.68 114 30 • 32' 1.2 2.1 206 9.8 0.27 4.5 30 29' 2.8 21 206 8.8 0.64 106 40 33' 1.4 2.8 275 10.1 0.32 5.3 40 32' 3.1 2.8 275 9.8 0_70 11.7 ~ 4 50 34' 1.6 4 3.4 344 10.4 0.36 6.1 7 50 35' 3.5 73.4 344 10.7 0.80 13.2 ~ 60 34' 1.8 4.1 413 10.4 0.41 6.8 60 37' 3.8 4.1 413 11.3 0 86 14.4 y 30 34' 1.6 2.1 206 10.4 0.36 6.1 30 31' 14 2.1 206 9.4 0.77 12.9 40 36' 1.8 2.8 275 11.0 0.41 6.8 40 34' 3.9 2.8 275 10.4 0.89 14.8 ~ 50 38' 2.0 5 3.4 344 11.6 0.45 7.6 8 50 37' 4.4 ' 8 3.4 344 11.3 1.00 16.7 60 38' 2.2 4.1 413 11.6 0.50 8.3 64 38' 4.7 4 1 413 11.6 1.07 178 ~ 30 36' 2.0 2.1 206 11.0 0.45 7.6 30 33' 43 2.1 206 10.1 0.98 16.3 40 38' 2.4'~ 2.8 275 11.6 0.55 91 40 37' 50 2.8 215 11.3 1.14 189 6 50 40' 2.7 6 3.4 344 12.2 0.61 10.2 9 50 40' 5.6 9 3.4 344 12.2 1.27 21.2 60 40' 2.9 4.1 413 12.2 0.66 11.0 60 42' 6.1 4.1 413 12.8 1.39 231 30 36' 2.6 21 206 11.0 0.59 9.8 40 38' 6.5 2.8 275 11.6 1.48 24.6 7 40 40' 3.0._ 2.8 275 12.2 0.66 11.4 50 40' 7,3 3.4 344 12.2 1.66 27.6 ~ 50 42' 3.4 7 3.4 344 12.8 0.77 12.9 1 ~ 60 42' 8.0 1 0 4.1 413 12.8 1.82 30.3 60 42' 3.7 4.1 413 128 0.84 14.0 70 44' 8.6 4.8 482 13.4 1.95 326 11 30 37' 32 2.1 206 11.3 0 73 12.1 Blank nozife plug br tuming of( Blank noale plug for tuming oN ~ 40 . 40' 3.7. 2.8 275 12.2 0.84 140 P selected sprinklers durfng repairs. P selected spnnklers during repairs, ~ '8 ~ 50 .,:~43' '4T2 8 3.4 344 13.1 0.95 15.9 maintenance, etc. maintenance, etc. 60 44' ~4141 413 13.4 1.04 17.4 30 38' 42 2.1 206 11.6 0.95 15_9 ~ 9 40 43~ 4.9 9 28 275 13.1 1.11 18.5 ~ 50 46 5.5 3.4 344 14.0 1.25 20.8 60 47' 6.0 4.1 413 14.3 1.36 22.7 40 45' 6.0 . 2.8 275 137 1_36 22.7 P R 0 D U C E X P A A 0 10 50 48~ 68 1 O 3.4 344 14.6 1.54 25.7 "--~3 60 49 7.6 4.1 413 14.9 1.73 28.8 ExArAPLE: PGP - ADJ - LA 70 51' 8.2 ' 4.8 462 15.5 1.86 31.0 40 46' 8.0 2.8 275 14.0 1.82 30.3 f~ 11 50 48' 8.9 11 3.4 344 14.6 2 02 33.7 MooEL FEATUHES OPTIONS 60 50' 9.8 4.1 413 15.2 2.23 37.1 PGS = Shiub AOJ, 360, ADV, 3611, ARV, 3RV ~ XX =12 StancWrd Nozzles OR 70 51' 10.5 4.8 482 15.5 2.39 39.7 lp = 7 low-Angle Noalas ~ 40 46' 11.4 2.8 275 14.0 2.59 43.2 PGP = 4' Pap-up AOJ, 360, ADV, 36V, ARV,3RV 50 48' 12.2 3.4 344 14.6 2 77 46.2 Ot • 12 = Factory•Installed Standard Nozzle 12 60 50' 13.2 12 4.1 413 15.2 3.00 50.0 PGH = 12' Pop-up ADV, 36V, ARV, 3RV 4- 10 Ut = Facoory-Instatted Low-Angle Nozzle ~.r 70 52' 14.4 4.8 482 15.9 3.27 545 XFY TO FEATURES: ^ Ooeo rcpresern [m rcwks in zero wirtd.lt4ust jw bcal conddais Rodus r,~ay bc ROuccd up m 25% Nnh Jdjusurrem surN ADJ = AdjusWble tivilh no checY, valve 36V = full-cirClE with check valve (rhis may aha dre tmfonntry o(die Vuaypanrni) Por injomagon m testing uaWnrds anJ prropitwm mte cakuWvri; sce 360 = Fu1!-circ4e vrith no check atve ARV - Adjustable, Recla3med Water. +:iih ChecA valve ~ poge 44 Optlmum per formonce i: slrown 1n bold type. ADV = Adjusiabte w'tth ClteCk vaIvC 3R4 = Ful1•CitCle, Reclaimed Water, witlt theck vaive ~ . ~w.~. , ~ - - : , ~ l ~ ~ ~ ] 1 ~ ~ iL Pop-Up Spray Sprinklers Radius reduction screw 1800 SERIES . 2 3", 4", 6", 12 " (5 Clll; 7,6 Cill; 10 Cill; 15 cm; 30 cm) Plastic MPR nozzle Primary Application • Ily F__ lnclustry's leacling series of spray sprinklers for turf and shrub applications. r~'I Excluswe Rain Birds Features co-molded, pressure- activated wiper seal • Exclusive co-molded, pre.esure-activated wiper seal prevents exccssive Aow-by and water wasre. Keeps debris from enrering ~ .u upon rctraction. r • Strongest stainless steel spring in che industry Strongest reuact spring provides reliable srem recraccion. in the industry ' • Ratchet mechaijism on all moclels allows easy nozzle pattern alignment without rools. ~ • Pre-installcd 1800 Pop-TopT" Flush plug s ~ blocks debris from entering afrer flushing. tlUows for easy nozzle inscallacion. • Plastic and stainless scecl marerials resisc ~ corrosion. - • Internal parts removable from the tcip of ~ thc s rinkler for eas servicin~. 71 Side intet on 6" p y ~ ~ i and 12° modeis • Side and bocrom inlcts fcatured on 1806 ; and 1812 models. ~ • Five-year trade warranty.° - Y ° See "Rnin E3ird Trade IUarrairty" sectioiz orr pabe 172. Operating Range - ' • Spacing: 3 to 20 feet (0,9 ro 6,1 m) - • Pressure: 15 to 70 psi ro 4;8 Bars) PATENTED Specifications PRS in-stem • Flow-by: 0 ar 8 psi (0,6 Bars) or greater; ~~~•■✓a pressure reguiacor 0.05 GPM (0,01 m3ih; 0,003 Us) ocherwise 1800 series optto,r Dimensions • '/z" (15/2] ) female thrcaded inlets • $ody height: 1802: 4" (10 cm) How to Specify: 1803: 47/x" (12 cm) - Ratchet (tor easy 1804: 6" (15 cm) ~ nozzle pattern - ' alignment) 1806: 93/8" (24 cm) 1804 -.~15H 1812: 16" (40 cm) b ~ ~ ! • Exposed surface diamecer: 2'/," (5,7 cm) ~ . ~lozzle ~ SAM (SeaaA-MaticTM) Models in-stem check vatve .180?: 2" pop-up height (5 cm) Moclel Series/Partern upr;o» • 1803: 3" pop-up height (7,6 cm) 1804: B I5H - d • 1804: 4" pop-up height (10 cni) 4" (10 cni) pop-up height 1S Series briss ( • 1806: 6" pop-up hcight ( lJ cni) N1PR nozzlc with ~ hcalf-circle pattcrn ' • 1$12: 12" pop-up height {30 cni) - i t L; RAI*~kBIRD. 1997-1998 ecztalo,Ef sprny hends 17 ~ ~ , ' , . Matched Precipitation $ At 12" above finished grade Rate Nozzies sEItiF-s s° trajectory L-- ~ Nozzle Pressure Radlus Flow Precip.■ Precip.♦ psi ft. GPM in,/h in/h .27 1'LASTIC MPR U 20 ~ 1:3o 1.96 ~:z6 ~ NOZZLES 0 30 1o ~:s~ ~:5z ;:~5 SH ] S 7 0.55 2.27 2.63 ~ Primary Application Agk Zo s 0.65 1.96 2.26 ~Macched Precipitation Rare (MPIt) nor,zlcs 25 9 0.72 1.72 1.98 simpliEy the clesign process by allowing sprinklers 30 10 0.79 1.52 1.75 ~ ~ with various ares and radii to be mixed on the K°r 15 7 0.39 2.27 2.63 20 8 0.43 1.96 2.26 --same circuic. Fit all Itain 13ird spray heads and 25 9 0.48 1.72 1.9$ ~ shrub adapcers. 30 10 0.52 1.52 1.75 $Q ~ 15 7 0.29 2.27 2.63 20 8 0.33 1.96 2.26 Features ~ 25 9 0.36 1.72 1.95 _ • tV[atched precipitation rares across sets and 30 10 - 0.39 - 1.52 , ---1 .75 across patrerns in S Serics, 10 Senes, ~ 12 Series and 15 Series for even Nvater ~ distribucion ancl design Flexibility. 1-0 ~ o~ • 1800 Series 16 mesh whire screens SERIES 15° trajectory (shipped with nozzles) maintain precise Nozzle Pressure Radius Flow Precip.■ Precip.♦ __.psl ft. GPM in/h _ inh ~ radius adjusrmenr and prevcnc clogRing. 1pF 15 7 1.16 2.27 2.63 ~ • Scainless sreel adjuscment scrcw ro adjust O 20 8 1.30 1.96 2.26 flo~v and radius. 25 9 1.44 1.72 1.98 ~ 30 10 1.57 1.52 1.75 lOH 15 7 0.58 2.27 2.63 ~ Operating Range 20 8 0.65 1.96 2.26 • Spacing: 5 co 15 feer (1,5 co 4,5 rn) ~ 25 9 0.72 1.72 19S • Pressure: 15 tn 30 psi (I to 2- _ 30 10 0.79 1..i2 1.75 lOT'~ 15 7 6.39 2.27 2.63 Models + 20 8 0.43 1.96 2.26 25 9 0.48 1.72 1.98 ~ - 5 Series: bubbler nozzles 30 10 0.52 1.52 1.75 ' • 3 Scrics IOQ15 7 0.29 2.27 2.63 ~ ! - , 20 8 0.33 1.96 2.26 ~ • l0 Series 25 9 0.36 1.72 1.95 i ~ • l2 Series ~ . IB 30 14 0.39 1.52 l 5 • lJ $frifS ~ • 15 Scnp Senes ' • 16 Serics: srream spray MPR Nozzle & Screen 12 i ~ - ?2 Scries: srandard stream spray SERIES 30° trajeecory -J ~ Noule Pressure Radius Flow Precip.■ Precip.♦ 8 At 6" above finished grade __.psi ft. GPM in/h in/h _ ' i SLFZIES 5° trajectory 12F 15 9y ~1.S0 2.14 2.47 O Nozzle Pressure Radius Flow Precip.■ Precip.♦ 20 ~ j 1l 10 22.10 .40 I2.91 .02 22.34 .2 1 i - - -psi ft._- - GPM in/h i"/h • 30 12 2.60 1.74 2.01 SF 15 i 1.16 4.46 5.15 12TQ 15 9 1.35 2.14 2.47 O 20 6 1.30 3.45 4.02 20 10 1.58 2.02 2.34 25 i 1.44 2.84 3.25 It 25 71 . 1.30 1.91 2.21 30 S , 1.57 2.37 2.74 ~ 10 12 1.95 1.74 2.01 ~31-1 15 5 0.58 4.46 5.15 j27`I' 15 - 9---~• 1.21 2.14 ~ 2.47 - i 20 6 0.65 3.43 4.02 A ~ 20 10 1.41 2.02 2.34 25 7 0.72 2.84 3.28 25 11 1.61 1.91 2.21 Y' . 30 _ 4 0J9 2.37 2.74 30 12 1.74 1.74 _ 2.01 ST 15 ' ~ 5 0.39 4.46 9 0.90 2.14 2.47 20 G 0.43 3.48 4.02 20 10 LOS 2.02 2.34 25 7 0.48 2.34 3.2S ~ 25 11 1.20 1.91 2.21 30 _ S .~Q_52 _ 2.37 2.74 . . 30 12 1.30 1.74 _ 2.01 - - SQ lj 5 0.29 4.46 5.15 l'i7 v ]5 9 0.60 2.1=~ 2.47 20 6 0.33 3.48 4.02 20 10 0.70 2.02 2.34 ~_-25 7 0.36 2.84 3.28 25 11 0.80 1.91 2.21 30 S__ 0_39, 2.37 2.74 30 12 0.87 1.74 2.01 I 2Q 0.45 2.14 Note: S Scries resreJ an 6" and 12" pap-ups; all others tcsted on 4° for 20 10 0.53 2.02 2.34 J11'R performanre. ~ 25 11 0.60 1.91 2.21 ■ Square spacing hasecl on 50% diameter of throw. 30 12 0.65 1.74 2.01 ♦ 7riangiilar spacing based on 50% diamecer oE throw. Note: Specify sprinklen coclv and nozzles separately. Rcfcr to Pnce List Performance data derived from tests that conform with ASAE far shipping unir qua►iririrs. Standards: ASAE S398.1. See page 13 for complete ASAE Test Note: Raclius reducrion over 25% af the normal tljrow of the no-r.zle is Certification Statement. i ~ 1101 recommended. ' RAIW~BIRD 1997-1998 ctttalo ~ st~rny l~c~rrcls 21 i ~ ~ c P 0 IIFIIC Pv C p PRESSURE O LAST11CS0 IINC= PIPE ~ CLASS 160 (SDR 26) 1 NSF l LISTED 160 PSI 20' Lengths BELL END CONFORMS TO CELL CLASS 12454B ASTM D-1784 and D-2241 11 - NOMINAL OUTSIDE INSIDE MINIMUM IMAXIMUM APPROX. CRATE APPROX. 1 S~ PIPE DIAMETER OIAMETER WALL WORKING WEIGHT AUANTITIES CRATE SlZE TNICKNESS PRESSURE PER 100' WEIGNT AT 73.1 °F. 1'/." 1 1.660 1.532 1 0.064 1 160 PSI 21.0 N 3920 1 823 1'h" 1 1.900 1.754 1 0.073 1 160 PSI 1 27.4 1 3020 1 827 2•, 1 2.375 1 2.193 1 0.091 ~ 160 PSI N 42.7 I 2100 897 2~'* I 2.e75 I 2.655 I o.»o I160 PSI I 62.5 I 1460 913 3" ~ 3.500 1 3.230 1 0.135 ~ 160 PSI ~ 93.4 ~ 1500 1401 4" ~ 4.500 1 4.154 1 0.173 ~ 160 PSI ~153.9 ~ 960 ~ 1477 5 " ~ 5.563 ' 5.135 1 0.214 + 160 PS 1 ~ 235.4 ~ 660 ~ 1554 -s„ I 6.625 I 6.115 I 0.255 I160 PSI I 334.0 I -sao I 1470 f ~ 9" ~ 8.625 7.961 1 0.332 1 160 PSI ~ 566.1 ~ 360 1 2038 10 10.750 9.924 1 0.413 1 180 PSI ~ 877.8 220 1931 12 12.750 1 11.770 I 0.490 1 160 PSI r 1235.2 I 160 1976 ~ ~ CLASS 200 (SDR 21 F ~ NS i LISTED 200 PSI 20' Lengths BELL END ! JCONFORMS TO CELL CLASS 12454B ASTM D-1784 and D-2241 ~ , . NOMINAL OUTSIDE INSIDE MINIMUM MAXIMUM APPROX. CRATE APPROX. PIPE DIAMETER DIAMETER WALL WORKING WEIGHT OUANTITIES CRATE SIZE THICKNESS PRESSURE PER 100' WEIdHT ~ AT 73.4 °F. 0.840 0.716 1 0.062 1 315 PSI 1 9.9 1 5940 I 590 1.050 0.930 1 0.060 1 200 PSI 1 12.2 1 7900 1 960 1.315 1 1.189 1 0.063 1 200 PS I 1 16.2 1 5040 1 810 I 1.660 I 1.502 1 0.079 1 200 PS I 25.7 I 3920 ~ 1000 ~th" I 1.900 I 1.702 I 0.090 I 200 PSI 33.5 I 3020 I ioio ; 2.. I 2.375• I 2.149 I a»s I 200 PSI I 52.6 I zioo I iloo 2'h° I 2.e75 I 2.601 I 0.137 I zoo PSI I 77.1 I 1460 I 1120 3" ~ 3.500 1 3.166 1 0.167 1 200 PSI 1 114.4 ~ 1500 1700 4" ~ 4.500 ~ 4.072 N- 0.214 ~ 200 PSI 1 188.6 1 960 1800 j ~ 5" 1 5.563 N 5.033 ~ 0.265 + 200 PS I 1 288.7 1 660 ~ 1890 ; i sI 6.625 I 5.993 I 0.316 I 200 PSI I aos.s I aao I »so el e.625 ~ 7.e05 ~ 0.4110 l 200 PSI I ssz.s ~ sso I 2493 - 10 I 10.750 9.748 I o.s» I 200 PSI 1076.2 I 220 I 2367 12 12.750 11.538 1 0.606 '1 200 PSI 1519.2 ~ 160 ~ 2430 , ~ . ~ I ~ JUNE 1984 . P.O. BOX 399 Beaverton. OR 97075 (503) 647•2236 ~ , il ' . iersiaie - , NSF~ 1NTERSTATE PE3408 NSF APPROVED ASTM D 2239 APPROVFD BY THE . NA,TIONAL SANITATION FOUNDATION FOR POTAIBLE WATER SYSTEMS SIDR-15 . - R'orninal Size Pressure Rating Nominal Minimurr► ;,pprox. Weignt Standerd Coilep (inchea) (psi @ 73.4 F Irisicte DiAmeter Wall 7hlcknos5 per 10o feet 5hipping Lengths water) Onches) Onchas) (pounas) (rctc) ,Y 3;'4" 100 0.824 0.060 7.2 lbs. 100 - 30U 100 1.049" _0.070" 10.7 1bs. l. UO , 300 1 1l4" 100 1.3801.1, --0.092" :2~ lbs 100 - 300 1 1/2 " - 100 1.610 24:9~ ~bs. . l 0,0 - 300 . . . i 2" 100. 2.067" 0.08 41'.1lbs. l 00 - 300 ~ SIDR-11.5 ' ~ Nomingl 5ize Prassure W+ting Nominal Minimum Approx. Wei9hi Sldndard Coiled (inche9) (p3i 0 73.4 F Inside plameEor Wall 7hickness par 100 (eel 5hipping Lengtha , Wetcr) (Inchas) (inches) (pounds) (Feet) 1;2" 125 Q.622" 0.060" 5.5 lbs. 100 - 300 , 125 0.824" 0,077 8.6 abs. I00 - 300 125 1.049" 0,092" ~ 14.0 1bs_ 100 - 3(}0 ' 1 i!4" 125 1.3011. 0.12011 24.3 lbs. i 00 - 300 ^ 1 1!2" 125 1.61011 0.140" 33.1 1 bs. 100- 300 .~.r 2" 125 - 2.067" 0.180 " 54.5 lbs. 100 - 300 SIDR-9 . tJominsl rize Ptoszure Reting Nominal N3lnfmurr Rpprox. 1nlelght Standard Coded ~ (inches) (asi @ 73.4 F InSido Oigmeter INall Thitkncss par 100 rael Shipping Lenqth9 weter) tinches) firichos) (poun9ls) {t<,nr ~ 160 0.824" 0.092" 1.1.4 lbs. 100- 300 , 160 1.049" 0_117" 18.4 tbs. 100 - 3p0 1 1;4" 160 1_a80" 0.153" 31.6 11~s. 100 - 300 ~ 1I2" 160 1.61011 0.179" 43.21bs. X OU -300 2" 160 2.0 67 0.230 71.0 Zbs. 100 - 3Q0 SIQR-7 Nominel Slze Pressure Raling Nominal Mlnlrllum Approx. Welght 5tandard Coiled (InC11es) (psi Q 73,4 F Inside Diameler Nlall Thlckness pef 100 le0t Shipping Lenglhs . i~ water) (Inches) (inches) (pound6) peeq l- 3/4" ~00 0.824" 0.118" 15.01bs 100 - 300 1" 200 1.049" 0.1501' 24.3 lbs. 100 - 300 1 114" 200 1.380" 0.197" 41.81bs. 100_- 300 1 1/2" 200 1.610" 0.230" 56.9 "1bs. 100 - 300 ~ 2" 200 2,067" 0.295" 93.9 lbs, 100 - 30U . Standarcl Coi1 Leilgths: 300 - 500 foot coils *al,l other coil leligLhs wi11 be treated as speGial order items. 3; 96 ~ . . Intersfata Plastlc, Inc. , P,O. 6ox 398, Post Fells, Idaho 33854 •(208) 773-4538 - Fax (208) 773-9400 i ~ . ~ Ir . t: ~:~.wr~~z.~:~~~.~~:. . D~l FLUIO OITRIBUTION , PRODUCTS . jtS.leS~and-VLarketing Lim. , ilydr•VVacrant~~ -~«w~~,;,~•~-.• ~ 3255 Eyl1Iiraloma-fAvcnuc ° ~ _ LASCU ~luid~lliscribu[ion Prc~cluc[s arc mxdc frvm 1Q1~7n virgin ma[criylti Hnd 9re a9'rrsn ed=tnhe~+f"ree:•fromxmaLiufactur;ii~~defeccs in macer;als'.a~;,i~cl"~~~oricin~tns tITC hip.•Thcy 14l96~1--975~"~ ~L~ ' ,,f!r-h - •n: ~ . , _ .r 1:• -e e.,..• ~ fl ~IlSt rc)tt~ ' ,..w• -s::;a'~'•~. Ap:y " ~ ~ , rufit'snd ~I ec tr~ lyt~c c~rms. . u,7 tlrrilIllCd n t~r~j~eri~dnFr3.° ro,z~ f in7callation. If=LW L SU.""~....,~.,r~,~~~~•- . ; aituf~{, ~ y~e<zrs-~~-a~- - %F..•AX~~4l5"~?#~l~bk.94~. a' ~~t~ , -produecs prave. d"efecci~e due'~o mdc~urin~ ~'"~'~~~ti s ~ ..~..x.....:»~, • . . . Y deFect~ti in ~ ~ , m.8[ Cri~l Or Kc~r m~nr;N~P~durin~ thaE ~►er"i'the'mami. f;~ohirer 1tivlll'pcox,ide ~ieiu* . . S•Y, . . +tTXx . f7-~" ' w . ; - replaceinaitt uiii~s of'ihe~sairie ci•pe Liric!-~~i.~= ~-''~`"°NA rc ~mcc!v tirill, bc ` -dcT `~~chi 47R0`H~II'y$creec, ~Jn;~'• „~„~,,,,~g~'j, _ ,~r~n[cd: un ~ A ' ' ,L,'._ r+yG•,°rY~= • , ` ~ ^ I iC~ k warrsncy~iF-SCO produ,eGS'are noc tised,sErlcilV in accordanti.( ce ~vlcli:LASG.,`O's•direc;- . 'rDcnvcr; - . . rr~- ,r ti [ions W.i[h rc;,S ctt~,:ua@~fsnd,.titcira e p if Lbe' rodt~cr~ -j~~. ~t~•~."Y~.~ Z t~;: h;~~~~.hee~: n»difiedln=,any way. 303/3B8 ?2~041`I~E;NIA•NUr~ACTU1ZE122SiLIAAILIT>Y i.1~TnFR FaFRI~~SSrn (~R 1A~fF1,IFn ~V~1RR/1~NTY' ~ J • .:W`4iti3; ~..i kr. .+.r.. ....e . .i~ov-r:..~ ,t.. <n r- . . . 3U313~►~~7208_~ QR FQR"Ai~TY~REA~SON~1S L1~4!'1'EU TU b'UltlylStilVU lt~;l'L~~U~MEIvT UIv'ITS *UR ; r~~:~ 343/398-1199 G T : T RANT1rG A,CIZEDITF,OR DEEEC'fIVE UI~ITS, NQ LABOR E.tiPEVSE Olt CUNSr,- QUE?VTIAL°DiC?I~fAGF'~,SF~Vii.J, f~E'P.~fD B1' LASCU. TI-11S 1t'ARRANT'Y IS lhy L[EU UE' ALL U'1'HElt UUA1tAhTTECS AND 1VARRANTIT:•S, E!CPRF,SST:n QR INiPLIEP, INCLUD- 3450 `'inr(tind Rd. ING 13UT NOT LIMITEll TU, wAliRAHr[Es Or ANn T'IT1T„9S nrinndo, PT_ 32811 rnR PIFRPOSE., ~.XCEPT FOR A\TY XVAhltAvTlI~S fN4t'L18ll B1" LAW E OR NUNCOr4- 407/648-5955 h1EW.1AL C()N5UMERS. ANY S~`r1I N'ITARRANTICS AFiC LiMITCU TO THE DUfi:MON ^ FAXs 4071649-7999 QF TH15 WRITTEA' 1VAkltA\'TY. 311 RichrrL * ll(j h°O1• USe [.aSCO FiTTliNGS FOR C4MPRESSED AIR OR GaSES, Woc,d Dalc. II, 60191 • p0 NOT TEST PVC PIPINC S1'S'fEM5 WITN CbhtPtiEy$ED AiR OR, c;ASFS. ~ 630/Sb0-7#02 • DU NOT USE FITTIhGS VVITH LIQUIDS NaT RCCOMMENDE, b B1' 1.AS(:(7_ F.AX; 630/860-7415 •NIC)DIFI(;ATIUNS OF FITTINGS VOIDS THE WARRA1sT1'. ~ 3401 Pennsy Dr. yTANY}A1ZllS AND SPECIFICATIONS - SChedulc 40 :~rdmorc-Al~%~~ick Ind`l. Pk. ' LAndover, RID 20i8~ ASTi~1 D-1784 - RigidFoly(tlinYlChloridc)(F~~C)Com~iundsand(:hlrn•lnatedrel(}' 3U1/322-3377 (Vinyl (.`.hlc,rlde) (i': P~'(;) ~`onpou~ids. - AS?M D•2464 - I`hre:Ided Puly (Viny1 Chluridc) (PNIC) Plflscie T'iPc 1'ittinqs,,Shcdule 40. ~ FAX: i01/772•1~5?7 AST-NZ D•2466 - Puly (Vinyl Chloride) (PW`C) Sehedule 40. ~ ,SockeL 1'vpe Ylpe F'lEc1114s T1A'CP-RIAL - LAti(:Ofichedule4(lFirtir)gS:trcprr,~dt«::edirt,mPVC Type 1, C;rJ1 1228-A Crovu-ley C:ircle ClnsSi(iCtfflun 12454-13, ~ Cnn•ollton, TX 75006 LISTII'CyS - NSF(Nationtil&nic.itiunroundation) farrx-nahlo wa cei-servlees. ° 472l446.97if, F.~,1: 972/466-2280 Stindard Tcrm.r- and cnnditipns oFsale 1. Teruts: 20,i, lUih proa. Ner 30111. 2. Frefglit: FOB LASCG «•nrel~o►,ses. Prepaid on orders for produc;us i~nly [c~tsilinb ~ilf?OQ 2z~%3 72t1<I r~~•r. Su. »et }nr nne Shipmenc co sliigle destiLlitcia~l withiti che e0116PuOus lielieucl 5ttlce, iien►, «:4 98032 1.Nt;ninium Ua•der: 950 net. tinizller urders billed ac cltls iiiiiiimuiu cliargc, , 2061872-0185 4. Clxim.4 fur shirPing arrors mutit hu mac~e wirhin i.i d;ays rn 1..ASG(~, Claims for dimage ~ FAX: 206l395-0221 or sllortelges s}lould bt dircuLvd prumPtly Lo [hc cOmmcin rarricr hy the rnnsibnec:. • o. Recurtis will be neeepted otil), Uy prior autliorizacian a»d if 511iT)pud trcighL Prcpiiid. Rccurned ,,,crrhandise subjecc to a?O% ilRlldllllgIiGSLOCki,1g chackr. ►uoc~a~O' G. Fricin~; is sul)j~~Ct cu chctn~;e ~v~~huut priur nuticc. I-Io~~•c~•cr. Priur nncifie~cipn will hc 4iven in cl,e evenc of price ehiiiiges in [.he perlrKi hecwea,1 ni'der plilcemrn[ and _j Headquartcrs sc;hedulucl shipmcnC. 540 La9cn Sn-ccc 7• 4reer cn %II is noE iiziplieci hy possessioii af cliis or oiher L?►SUU pricc lisug. ° o Br~~%-.'n!4vi118, 'r(V 3h11I2 90ir772-3180 FnY, 901i772-0635 , . . ~co ~ ~ ` - - Ar5 0 Lr5 . _ 9~ ~ ~ ^~...~..q 3 • ~ http-lluiurwJascofittings.r'pm ~ Peiil[ol ifl ('ti:\. 1,tkl-.}01'-411M i/97, c: 19117 I..1S1:O I~ItiiJ Ui.trilniLlm l'rutluvrl. 1)n•isfnn ir T,ij111t1n,% fnjjjrtrl,.-~. Irs%'- _ r+•. '~,',-i . , + . • _ . _ . ' . ~ Z ~ . CN, . , ' - . . _ . . ~ . , . , ; s~: ' • . . , " . ~ • . . ~Y ~ ' . . • ' . . ' ' .«7 i ~,~,i y~"•~ `d . :L ' . ' • ' . . . ` . ~ 'j,rn;~.2.,..,,~,-•. ~ V ; ' ' - ~ ' ~',.;~`s•"'';:i~"' ~ r ....,.n . ' > - ~ • ~ ~ n, ~;Z . i~'{~-. 4 1:~.~ :~••~~•~'~[i , ~rr r~R~1 a'S: y • Y,~tCa' 'r'•N F^ ~7N~t+i+d:u''l: `t,~:•.rt ~ , • - _ ~,atc=.``G'- , D ~ PVC ~ Seheclule ~ ~ . , •T F. . i -Prlces LiSt 1997 ` ~ff "ve• 1'~►~~Y. • • . ~ • ~ ` x " . 'I t'~.. ,~"~✓J1~~1~.~Y7i~~ir .4 r~~.~~?Y~ _ ~ ~ ~ ~ . ~ , ~ ~ w 4:nw'~4 , ' tk` ~ ~ ' ` . ~ i t~•,7 . , z. : . ~ 1 ' ~ I ~ . } r~ C:Q ~ o,s~~►~ se-rt . gs , 19~'l . ,-fec.~i~e, ~ E . - ~ ~ - ~ ~I ~ ~ ~ - ~I ~ ~ . i ~ L% ~ - ~ ~ l . _ + - - - _ - - - _ _ I P►~rCR ~ ~ \ 1 " ar ~ Ec ~ I V a C~ ~ , - p ~J ~ ft+ ~►'t'E 24 ~ p,a3~¢c p~ tio ~ ~ TN WE 2Y ~ Rp ~ ~~^D ~ti 1 -~►D ~ . TE-~- P~'M , 1~ _ : y~ ~vc S~E~J~ i ' ~ c :h'SS 2~'~ , r„r~ ~~►~e t~J 1 M t ;.p►SS 2cor-l ~ " ~ ~ ~ I~►TEiL ~ r g c~ pS 1 PG y LrTiQ , I ~ ~ ' ~ ~ I _ - ~ Y oF BOUND~R U~ [~(q .DC, POND "F3" /r ' ~ f ✓~1 VO~O~ ~1R1.J~ , ; e,~ r..r.. ~ I , Po►~o „ i , ~ I oND PoNo BorroM ELI PoNo eorroM AR ~ ~ P , ~ . , ~ I PERit~E 1 20 PERImETER - 17; OTT _F1.-E~1 s 20~4.J7 P C POND B 9~ I ti I TO i ~ TOP QF eERM ~ O T T O~ t ~ R E A = 5 8 1. 7 S. F. , POND B ~I Q ~ TYP ~ ~ ~ RERI~IETER ~ 95.6 L.F. ( I T OF BER~I ~ 2025.~(J ~ , ~ ~ I RAINAGE EASEMENT OP D i R~ W I I ~ ~ Z ~ ' E- I I I i U s~ ~ ~ ~ ~ ~ I ~ ~ ~ ~ I ~ ( ~ ~ ~ ~r N I ~ ~ r I ~ KANE COUNTY ST~NDI►►ftD ~ I I SPO • ~ TYPE ' DRYWELL WITH i ~ W I ~ OUNTY STAND~RD ~RD FRM~IE dc LIO v SF't~K~WE C TYPE ~ ►~ET~ I _ ~ I TN ' ~ ' pRY1NELL M~ TYPE B' wiTH SO~iD uD y I TE ~ ' ~ ET~L f'RMdE dc GRI~ = 8 LT. _ . 'lYPE 4 M STA 10+66 2 GRATE ~ ~ ~ ~ STM 10+~6 13' RT. EV=2025.69 ~ I LID EL . ~ ~ ~ RATE E1~~2024.a G _ _ I , , i ~ I r , ~Z I 23 LF 0~ 1 Z CI~P , • I FT. ~ ~ - , , ( ~ 0.0425 FT / 2~ ~ . y SZ , ~ • 22.37 , ~ . ~ ~E w 20 I . ' ~ I ►E E ~2021.6~ , ` : ~ , ~ Y ~ ~ WITH 'ti CONCRETE INLET TYFE ~ ~ rE ~ ~ . ~ NpE 1 t~ETAI FRMIE dc GRA J I ~ _ , ~ ~ STA~ 10+47 41.5 LT. \ ~ ~ ti ~ , . ~ .4 y . -2o24.e~ I - . ~ ~ , GfUTE ELEV _ 10 1M~E ( , uT~urr f~sE►~EN'f , I l ~ 10 WIOE ~ ~ ~ ~ UT~L~TY E/1SEMENT 6' ~ I ~ / ~IOC~I~M.X 1' S+DE~ _r._____~ CURB INLET 1VPE 1 T ~`URB tN:'' n'PE ~~C 2 pRAINtiCE E~SEI~EN . R1. , ST~ 10+56.5~ ~T1►•t0+..5.SS Lt, . R ~ Tc-zoz~.ao , ~c.~o25 ~►o 0~ ~ v~~ BOUND~RY 0~ LE , - _ w~ ,4Z ~ FIAT BOTTO . ~ ~ ~ . _ . ATL 1-- - . D . ~ VENU A IN ,ANA 22 LF OF 12" CMP 0 0.0100 FT./F1T. 6E(N) 2018.29 IE(S)2018.07 10WIDE UTILITY EASEME 1 -- CONCRETE INLET TYPE I WITH TypE 1 METAL FRAME & GRATE STA...14+90 45' LT. GRATE ELEV..2020.79 30 Li OF 12" CMP 0 0.0000 ri./FT. iE(E)2018.07 IE(W)2018.07 LF OF 12 SMOOTH -WALLED 01 0.0100 FT./FT. 1E(5).,2020.51 -IE(N)2020.29 1 CONCRETE INLET TYPE I WITH TYPE 2 METAL FRAME & GRATE STA15+ 23.33 RT. AND LT. GRATE ELEV= 2023,39 041 ts) i30UNDAM" OF LEVEL rt.;:r BOTTOM AREA 38 LF OF 12" SMOOTH -WALLED C.P E 0 0.0100 FT./FT, iE(S)=2020.E.9 lE(N) -2020.51 C. P. E. 3 MEre-F- L..)od2E Rokirigazr) 1) I/ i roc. -meta/ sc,,,L,e90c,4 14,04,7, e e_ pac_ SS 2_4ne) i" st) S LIT Tr -MA Z z 0