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PE-1809 PARC CENTRE I ~ . PARC CENTRE ' IRRIGATION SYSTEM - OPERATION AND MAINTENANCE ~ MANUAL FOR TRACT `A' ~y..~. , N~G~UPITY ENGINELcRS O~ - 0~ 'ci c.~Q OFFICIAL PUBLIC DOCUMENT ~'F ORIGINAL "AS-BUILTS" CERTIFIED RECORD DRAWINGS !'ROJECT DATE ACCEPTED. ` . . r, ~ ; S , ~ Untitled ~ Harold Zeutschel Landscape P.O. Box 379 Veradale, Wa. 99037 Inland Pacific Engineering 5pokane, Wa. Item: ❑peration and Maintenance Manuals Project; 11th and Pierce 208 Swaie Contractor: Harold Zeutschel 1}. Backflaw device watts 007 series 1" 2}, Contral valves Rainbird DV series 1" 3y. Contraller Rainbird (Easy Rain) battery operated cQntrol valves 4}. Spray heads Rainbird 1804 series 5y. Va1Ve boxes American Incorporated {standard size} ~ 6]. Pipe interstate 1" Poly for laterals PW 1" class 200 tor main line 7). Fittings Lasca Incarparated 1" schedule 80 fittings For questaans concerning irrigation system please call Harold Zeutschel Landscape and Irrigation 927-2214. y~ ~ - Page I l E C H • S P E C S ~ , , DV Series Valves ~ Long life and ea-sy servicing . ~ - - - - - - - - Rain Bird's OV Senes of valves-an open and shut case for Rain Bird 0 mnovation. Every OV valve boasts a convenient one-piece encapsulated solenoid, spray-free intemal and extemal manual bleed, and a double-filtered pilot flow design for marimum reliability, p/us an innovahve ba/anced-pressure design that increases diaphragm service life. The OVF flow control model features pressure-assisted throttling for fingertip control. And for ad/ustment at high pressure, it has a convenient screwdnver sloL The ASVFAnti-siphon model combines electric remote control valve and atmospheric backflow preventer in one unit. The DV va/ve from Rain BirdO- a valve so advanced, it's simple. i Features Opera6ng Range DV SERIES ■ Flow.'/." (20127) inlet and outlet ■ Double-filtered pilot-Bow design for maximum 0.2 to 22 GPM (0, 05 to 5,0 m'/h; 0, 01 to 1,39 Us); rel~ability for flows below 3 GPM (0,75 m'/h; 0,21 Us) or Models ■ 8alanced-pressure diaphragm for long life any Xengation applicaUon, use R8V-075-200MX • 075-DV.'/." (20127) ■ Extemal bJeed to manually llush system of dirt filter installed upstream • 100-0V• 1"(26134)' and debris dunng installation and system start up . Flow: 1"(26134) inlet and out/et ■ 100-DV-SS 1"(26134) • Intemal bleed for spray-free manual operaSon 0.2 to 40 GPM (0,05 to 10,0 m'/h; 0,01 to 2,78 ■ Energy efficient, low-power encapsulated Us); for flows below 3 GPM (0,75 m'/h; 0,21 Us) '~00-DV-A. 1"(26/34) solenoid wrth captured plunger and 90-mesh or any Xerigation applrca6on, use RBY-100- ' 100-DVF.• 1"(26/34J' (200 micron) so/enoid filter 200MX fitter installed upstream • 100-DVF-SS• 1°(26/34) ■ Buna-N diaphragm with sel(-cleamng 90-mesh ■ Pressure. 15 to 150 PSI (1 to 10 Bars) • 100-0 VF-A: 1"(26134) , (200 micron) pilot wafer filter and captive spring . Operanng range up to 125°F (52°C) ■ 075-ASVF.•'/, "(20/27) • Operates rn /ow-flow and Xerigationcv ■ 100-ASVf.• 1"(26134) applications when the RB Y filter is installed EIeCtI'IC81 SpECIfICat10I1S -A~iablein OSP moeel upstream • 24 VAC 50160 cycle solenoid power requirement • 1Y, " (3,2 cm) stainless steel phdlips head screws • 0.30 A(7 2 VA) inrush current ■ Avadab/e in'/. °(20/27) and 1"(26134) female ■ 0 19 A(4.56 VA) holding cuirent threaded inlets and outfets or Slip-by-slip (SS) configurahonsfor/ow-cost,so/vent-we/d Dimensions installanons DV SERlES • Mgle coNiguraGon for (fexible installations • Height 4X" (11,4 cm) especia/ly when submains are deep . Length: 4'." (10,7 cm) ■ Accepis DC latchmg solenord for use with Ram ~ width . 3 if„ (8,4 cm) ow to Specify. Bird battery-operated controllers DVF SERlES ~-T ~ T DVF SERIES • Herght 5M" (14,2 cm) • I n c o r p o r a t e s a l l f e a t u r e s o f D V S e rie s v a l v e s, p/us . Length 4;~" (10, 7 cm) I Op6onal ~ • Unique, easy-to-turn pressure-assisted fJow ' width• 3%" (8,4 cm) ~ Awe F-eat're contro/ mechanism ASVF SERIES 075: 31a ^(zon» DV Remote Control Valve F. Flow Control • Height 6'." (15,9 cm) 100• 1"(26134) ASVF Mb-siphon Vafve °n DV models ASVFSERIES • Incorporates all features of DV and DVF Series • Length 6~~a" (15,5 cm) SS Slrp valves, p/us* ■~dth' 3X" (8,1 cm) A Mgle • Combination e/ectric remote control valve and atmosphenc bacMlow preventer in one urot ■ Meets I A.P.M.O and A.S.S.E. Irsting specificahons RAAV~kBIRD and City of Los Ange/es listing approved . ■ Available in NPT threads only - U .:.t DV Series Valves ~ ~ ,100-DVF Flow Control Stem* Solenoid Internal ' Downstream Bleed External Bleed Screw Solenoid Filter 90-Mesh (200 micron) Diaphragm Filter ~ Pdot Flow Path ' Heavy-duty Plastic Body . Buna-N Diaphragm Threaded or Slip ' Configura6ons I ' Availab/e onty on OVF mode/s ' DV and DVf METRIC Valve Pressure loss (PSq VaNe Pressure Coss (Bars) Flow 075-OV 100-OV/100-OVF Flotv 075-DV 100-DV/100-DVF (GPM) (PSII (PSQ W/h) Us (Bars) (Bars) ~ 1 2.5 05 0,5 0,13 0.18 0,13 3 2.5 0.5 0,75 0,21 0,18 0,03 5 2.9 1.0 1,0 0,28 0,20 0,06 3s<c i : ~ 1 t:. . 10 38 26 20 0 6 024 0.16 20 5.1 3.6 5 0 139 0 37 0,29 30 - 6.5 7 5 OB 0 50 40 - 9.0 00 069 N01ESee XertgaUon° Sec6on for RBYFrlter Howloxs data. 1) Raln Bird ° reavmmends Baw rates m suppty lirte not to excesd 5 to 7.5 ff/sec (2.3 Ms) in order to reduce the e8ects ol water hammer. 2) DV Serles Valves canrtot be used wrth PRS pressure regulaUng modufes. RAI*~kBwDo ~ ~ ~ DV Series Valves ~ , Anti-siphon Valve 100 ASVF Solenoid Internal Downstream Bleed----- Flow Control Stem Solenoid filter External ASVF Cap \ Bleed Screw ASVF Float Pilot Flow Path i ~ HeavY-du 1 h' Plastic Body Buna-N Diaphragm . 1 Threaded 90-Mesh (200 micron) - Configuratlon ~ Draphragm Filter ASVF METRIC VaNe Pressure Loss (PSq Va/ve Pressure Loss (Bars) Flow 075 - ASVF 100 - ASVF Flow 075 - ASVF 100 - ASVF 4., 1., (GPM) (PS!) (PSI) (rrr31h) Us (Bars) (Bars) 7 3.6 3.1 0,50 0,13 0,25 0,22 3 3.6 31 0,75 0,21 0,25 0,22 5 42 40 ; 0 028 0~28' , ` ~ Ot25 `r = : , 10 57 54 p 0 Of56 0 35 ~,39 20 86 73 50 139 O60 050 30 - 10.3 75 208 07 ~ 40 - 15.9 10 0 2 8 1 1 NOTE. See Xerigation° Sechon for RBV Fffter Ffow loss data. iJ Rain Bird ° recommends Row rates rn suppry Irrte rtot to exceed 5 to 7 5 ff/sec (2,3 m/s) in order to reduce the ellects ol water hammer RAI*~kBIRV@ 1] v series VaI ves ~ Electric Remote Cvntrv1 Valve$ ~ . . ~ ~ Specfficatrorrs 075-av, 100-Dv, 100-Dv-SS Antr-stphon ualve EcEcrRrc REMorF coNrRot vAcvEs ~ - The valve sharl he narma!!y cfased 24 VAC 50160 cycPe solenord acruafed, 6alanced pressure type capable of a ffow rate ❑f ' GPNI or (IIs, m'Ih) wrtFr a pre5sure fass nat fa exceed PS! or (Bars). Fhe valve pressure ratmq shall naf be Iess tlrarr 150 PSF. 7he - ~ valve body and bQnnet shall he constructed of high impacF weafher DV Serres resistant pfastic, sfarnless sfeel and otfrer ehemicaflW resrstant ~ - ' materrals. The vafve shall have a ane urrrt diaphragm consfrucfed af durable Buna-N rubber maferraf wrth a clQg resrsfant mefenng or►fice ~ The valve shall have one 90-mesh (200 mrcran) prrat frrter attached to ~ the d+aphragm Fhe valve shall f~a~ve one fully encapsufated sQlenard wrfh captured plunger. Fhe valve shall have on 911-mesh (200 micron) ~ r frlter attacned to the solenQid base Flre vafve body shall have a%" gla6e configUratior+ (20127) or f" (26134) (FNP]) rnlet and outfet Dr a 1" strp x srip rnrer and ourier far solvenf prAe eonnecfron !]r a i" angfe confiiguration wifh I "(2Gl34) (FIUP~ The valve shall be actuate[i hy a law power 0 30 A(7 2 VA) rn-rush current and 0 79A (4 56 VA) hofdrng current The valve shall be capa6fe af anlo(f control6y turrnng tlre soter+oid % turn The valve shall provide a(Puslr mode Chat ►s manua!!y actrvafed byX tum of the bleed screw where extemal parting is parmissrble 075-aSVF, 1 U11-ASVF The vafve shall be as such to pravrde forall internal parts to be ELFCTRlC REMUTE CONTROt VAtdE WITN FLOINCQNTRUL AND removable trom the top of the valve without d8turbrng the valve ATM[iSPFlERIC BACffFL@W Pf#fVFNTER rnstaUatrnn. When sn +ndreared an the design, the,qSVF valve shall have all the The rernata cantrol valve shall be as manufacfUred by Rarn B►rd saecif+catrans of #he DV 5eries remote corltrol valve p1US an Sprrnkfer Mfg Carp., Glendora, Car+tornia atm❑spheric backflow preventer The remote corrtrol valve sha« , rnclude as one vrrrr an elecfnc remote corrtCrol valve and atmaspherrc haslsflaw preven ter. The varve shall have a patented, Ba5y-t4-rllfl, 100-QIIF, 100-DYF-55 pressure-assisted flow cnntrol mecharrrsm. Yhe valve shall meet ELECTfPfC RFMUTE CUNTROL VAL dE W1TH FLOW CONTRUL LA P M 0. and A S S E. rrsting speCifrCafiiOns arrd Grty Qf Las Arrgeles f7ptr"o►ral Feahrre SpeciFicafions lrstlrrg appraved. WhEn so rnJrCated an the design, the DUF valve shall have a!r the The combinatian remQfe control valve and atmospheric backflaw spectficafions Qf the DV Serres remnte control varue pfus a unrqUe, prevenrer shall be as manufactured by Rain Brrd Sprrnkler Mlg Carp, easy-t4-turn pressijre-assrsted flow contral mechanrsm Grerrdora, CalifQrnra The r'emote confrol valve witla ffaw contrvl shall he as raanufacfured hy Aa►n 8ird Spr+nkler N)fg Carp, Gfendara, Califomia ; RAII)V*BIRD. aatn etrd Sares. rnc, 910 wesr sierra A7adre azUSa. cA 91702 - Phane'626-9&3-93i1 Fax 626-812-3411 ~ Reqycl6d Papet Rarn Eird Techmca! Sennce 840-247-3782 (U 5A onfy} Ram &rd Rain Brrd Sales, lne 4261 5vuth Cvuntry Cfub Road, Tacsvn. AZ 83714 ConsernngmT [han wrafer Fhone 520-741-6100 Fax 520-741-6146 SpeCtfrCBtrAn Hatiln2 800-458-3005 (1.15A onfY) cReyrstered Tradsmark [1f Aain Brrd Spnnklerhffg Cnrp 0 1996 Rarn 8rrd SRnnkier AM CM S36 Rain Bird fntema[ranaf, lnc 145 Nnrth Grand Auenve, Gfendara, GA 91741 Phpne 828-963-8371 Far.fi26-9G3-4P87 oas51;c . ~ _ Battery O;perated Irrigation Controller System Fasy RainT" ; , Specifications , I Easy Rain battery operated irrigation controller system sha/l consist ol a f I^1 program module pre-wired to a OC latching solenoid irr a plastic adapter. The program modu/e shall mount directly on the solenc Id adapter. The o~api solenoid adapter shall hand-screw onto and operate w th Rain Bird DV, PGA, PEB and PES-B va/ves. The controller shall tum on the single valve station via the latching solenoid. The controller shall funcUon i iormally d submerged rn water The controller sysfem shalf have a maKimum operating 0 o c. cuo. ~ pressure of 100 psi (7 Bars). ; The controller shall operate on one top-grade nfne volt'alkaline battery /or ~ one year. The user shall have 15 seconds to replace tle battery without erasing the controller program. The conboller may be Qrogrammed to operate on any one of the live pre-programmed calendar cycles. For the split (X2) cycfes, the coMroller shall have a soak hme [ f one-half hour JI4~~'~u~'!' UWkJ'li2 between run times Each calendar cycle can be set to water for any ane o( fhe nine pre-programmed run times. The watering sta~ shall occur eight hours after the battery is insta!!ed rn the control module The controller shall ae capable of manual operation. In the event an irrigation run time !s selected without validabng a calendar cyde, the contrdller shall default to aVoos e~~~°b~o~~ oopU I watenng once a day on a daily basis lor the selected run time. i I I The confioller shall be programmable via a single knob. This knob shall be removable for tamper resistance. The control module shall be 1 ~ programmab/e up to 20 inches (50,8 cm) away lrom tl e valve station and j solenoid , The latching solenoid shall be supplied with an install6d, filtered adapter allowing insta/lation of the solenoid onto any Rain Bird OV, PGA, PEB, and PES-8 valves. The controlfer sha/l perform daily auton atre sel/-cleaning of ~i fhe solenoid plunger for prevenHve maintenance. i The controller shall be warranted /or a period of fhreel vears. The controller shall be as manufactured by Rain Bird 5pnnkler Mfg. Corp., Glendora, Califomia USA. • RA1AF,:*B1RV ~ Recycled Paper. , Rain Bird Sales, Inc. 970 West Sierra Madre, Azusa, CA 91702 , Rain eird Phone: 818-812-3400 Fax 818-812-3411 Conserving A4ore Than INater ; SpecJfication Hotline 800-458-3005 (U S A. on! 0 Registered Trademark ol Rain 8iid Sprinkler Mlg. Cap. Rain Bird Mlemationa), Inc. 145 Nath Grdnd Atenue, Glendaa. CA 91470 ' 0 1996 Ram Bird Spnn;der Mfg. Cap. "6 Rtone• 818-852-7100 Far. 818-963-4287 D39131 ~ ' ~ ~ ~ kz Z) D~ I T E C ~ • S P E C S , onal Series 1800 5eries Spray Heads ~ n Indusf+ry's Leading 5pray Heads ' 1800 5erres Spray Neads have irrst-ra[e ~ . - ~ i qualrt~+ burli in for reIiab!e aperafion ar~d long ~x,^~• , , , . rife Therr superror campQrrerrts and Features ~ make them the spray heads of chorce for a wide variety af applrcahan5 ~ 180II $erIeS Features ' ■ Exclusrve eo-molded, pressure-aetivafed wrper . seal prevents excessive flow-by and water waste Keeps debrrs irom enterlng upon I ~ re[rdCtIl7A - I i SYaI171e55 StE815prIR9 fpr r81F3b1e rBffactl0n S#rongesi Spnrrg rn the rndustry! ' a Ratchet mechanism an ail madels allows easy ~ adjusfmenf withput tools whife sprrRklers are operahrrg • Fre-instaflsd 1800 Pop-Topr'4 flush plug a1lows Far easy nazrfe rRSta!lafiorz Blocks debris from enfering affer flushing, , s Matchedprecipitatran rates across rrarzle sets , and patterns allnw dr5fanses and pat#erns ta ; - b2 mrxed wrthout precipitatran rafes ; ffuc(ualing ■ Plas#ic and starnless 5tee1 ma[erials resrst CorrQSron _ - - o Internal parfs remaved trom the top of fhe sprrnkfer for easy servicrng. t o Specify ■ 5ide and bottom rn1ets ieatijred an 1806 aRd Dimensrons - 7$12 onfy 1804 SAM-PRS ■ Exterrded 5-year [rade warranty . 112" (15121) femafe threaded ir+fePs ~ F-' I ! • @rldy haighf 1802-4 " (10 cm), MOD orrrnuat PrarUmr ~ ' [7peratrng Range 1803--4 7Ia" (72 CIr7), 1804-6" (r5 Gn"), This5pecrFesaa 1800 Seaes sprayhead wrth 4"{l acm) -Pre~~prtat~arr Rate 78 to 5.75 ir~ches hour 7806-9 $1's"(24 err~), rsr~ rs" (40 c~n) iSmn-A•Mat~cr"' ehecls v`aNe, rn-StBm ■ Aer ■ Expas2d d+ar~eter• 2 'I:" (5,7 errr) ~ (20 to 130 mmlh) - Spacrng. 3 tn 20 teet (1,2 ta 6,7 m) M~del5 ■ Pressure 15 to 70 psi (I ta 4,8 Bars) I ■1&(12 2" (5 sm) ■ 1806 6" (l5 cm) Specr'fr'catians ■ 18II3 3" (8 cm) a 1812 12" (30 cm) • 1e04 a° (ra cm) , a Flow-6y. 0 at 8 psi (0, 5 8ars) or greater, RAAV`,*BzYFv 05 GPM (0,0 i rrt4lh, 0, 003 lis) othenvrse n ~ i 1800 SerieS Spray HEadS , ~ ]'80i1 SAM 5eries 1800 PRS Serres 1800 SAM-PR5 Series - ~J Pdea! (or use in areas with changing 2)esigned far ~reas wrth high aadlor widely Meets the raeeds oF a11 spray areas, elevations, the 7800 SAM 5enes offers flustuating water pressures, the I 80Q PR5 regardless of charrgrng elevatron or water afr 1800 Senes fealure5 p1US: 5erres ha& al[1 1800 &erres teafirres plus pressures, lncorparates all 1800 5eries SAM arrd PRS featuras °'SAM-PR5"stamped , ■ BuiIf-in Seal A-Ma[ic''" (SAM) check valve ■ PATENTED P,9S pressure regulator 6uilt rntm an fhe cap far 6asy rdentificatron and Ftrminates tPre need tar under-[he-head rhe srem rva Parts to be ,nsralred at rr,e srre rnarnienaRCe eheck s+alves No ivarts ta he rnsfalled at fhe ■ Maintains constant ouNet pressure at 30 psi s+re (2 Bars) Spra~ heads and noazles perrorrra f]pe,rating F?ange ' ■ Traps water in lateral pipes in elevatran 6est at 30ps1,'Ensures maximum spray head - changes up ta 8' Reduces wear or~ sys[em a~rd nazrle pe~armance regardless of varymg ' PreGPpl[ahon Rate• TB to 5 15 inehes Per hQUr (20 to 130 mm/h) somponents by mrrnmrzrng water hamrrrer inlet pressures Marntarns constarrt pressure durrng start-rap regardless ofnozrle used • 5paciR9• 5 tQ 24 feet (1,5 to 7,3 m) ; ■ f~revents feakage from saray heads at IQwer ■ Aestrrcts wafer loss by up to 7~J~b if nozrle is •~'ress~re• 25 ~0 7~ ya~-{~;7 ta 5 BarsJ . elevahor~s, Stops water waste Fr~ds removed or da~raged Saves wafer and maney rar+dscape damage due tQ floading andIQr Reduces possrbi&ty af aecidenfs and pmperty Specifrcafions erosrorr damage Recommended for varrdal-prone ar2as ■ Even 5tronger r'efr'act sprrr~g fo accamrnadate ■ Ends n~t+s[ing ~nd foggrng saused by hrgh •SAM capa6ilrfy, holds up [0 8 fe2f (2, 4 m) of erevation changes up ro B'. 8est spang in fhe pressure Stops I water was[e. Ensures head, 3 5 psr(O, P Bars) ~ F~ow-by. 0 af S psi (U, S Bars) orgreafer, Q~ industry necessary wa~'?ring occurs in hrgh pressure GFNf [q a] rrr~/h, ~1 ~U3 J]s] a[henvrse ■ Desrgned for use with a!r Aain Bird plasttc ar wrnd condif.nr~s and hrass spray head nozzles ■ flestgned far use wrih a11 f3ain 8ird plasfrc ' SAM Qpera6fe mary whaR iRSfalJed by bat[om ■SAM stamped on cap for easy rdenhficatron arrd brass spray head nozzles inlet arrd mairr[enarrce ■ PRS stamped on cap for easy idenfrlicatran and mainfenance. DICT]BT]SIOl7S - Dperating Range • 112' (75121) Female fhr2aded irrle[s Precrpitarian Rate 78 to 5 15 rnches per Operating Range a 6ady herght- 7804 SAM-PR5-6" (15 eRr), hour (20 io 130 mmlh) • Precrprtahorr Rate- 78 t0 5 15 rnches per 1806 SAM-PR5-9 318 "(24 cm). 1812 ■ 5pacrrrg. 3 to 20 leet (7, 5 ta 7,3 m) hnur (20 to 130 mm/h) SAMI-PF35---16" (40 cm) ■ Pressure 25 ta 70 psi (T, 7 ta 4, S Bars) a 5pasrng 3 fQ 20 feet (],5 ro 7,3 m) • Frpased dzarrreter 2'Is" (5, 6 cm) - - Row- D 2 ta 46PM (0,05 ta 0, 9] +7r3/h, - 5pecifrcatiorrs 0,013 rQ 0:25 NJodels ■ Pressure: 15 toi 70 psr (I to 5 Bars) ■ 5AM capabilrty- hDlds u,p to 8 feet (2,4 m) Aegerlates nazz. i • 78174 5AM-PA5 4°(7 0 cmJ ot hea~l 3.5 psr (0,2 Bars) ~ ' e pressure tn arr average 3i7 . 7806 &AM-PRS. 6" (15 cm) - ■ Ffaw-by p at B psi (0, 5 8ars) or greater, psr (P BarsJ wrf ► ~nlet pressures af ~rp ta 70 ■ 1812 S.qM-PRS 12 (30 em) ~ 05 GPM (O,OI rrr~Ih, 0,O[73 IIS) r]therw+5e Psi (5 &ars} _ ■ Flow-6y,0at 87sr (0,6 BarsJ ar, greater, 05 ' operable anly when rnsfalfed 6y 6offom GPA9 (0,01 r~'!h 0.003 fls) otherwrse ■SAe f ■[rrstallatran. side ar boftom rnlet ~ ■ Srde inlet ►RStallat+on rrat recommendad in DlIT1L'fTSlaf15 Ireezrng cfrmates - I i ■ '12° (]5127) female fhreaded ►nlets ■ 8ady herght 1804 SAM-6" (15 cm), T&afi Dimensions - 5AM-9'Ia" [24 cm), 1812 SAM-16" (40 cm) ■]I2" (15127) fierpale threaded Inlets ' I ■ Expased drameter, 2 114 " (5,7 cm) . Body herght: 78 ~4 PA5 6" (]5 cm), 1806 ~ PRS-9318" (24 em), 18 ]2PRS-]G" (40 crr~) MOdBtS Eupased diametler, 21I<" (5,7 cm) ■ 1804 SAM• 4"(10 cm) ■ 1806 SAM' 6" (15 crrt) Model5 ■ 1812 5AM• 72" (3l1 cm) 1804 PRS 4" (70 crn) ]S(IG FR5• 6" [15 cm) 18 12 FRS, 72"(."OC17l) i ' i I 1800 Serres Spray Heads o--- 1806 wiffi swing Jnrn[ an Battam rnler i I Exclusrve Rain Bird" eo malded, pressure ' acttvated wrper seal ~r , []3 ~ i StraRge.st retracf s,vring , rrt the rndustry 7872 wifh Swrng Frpe an 5rde lnlef 5rde irrlet pn S" _ and 12" mAdels ~ - ~ - ~ s I ~ ~ PRS in-stem pressure rcgulatar ~ s I ~ I Ratchet (for easy ~ Rarrle aligrrmenf) SAM (5eal-R-Matic-) rn-sfem eheck vals+e . ~ RAl►IY*BIRl~~ i 1840 Series Spra~y Heads 1800,1800 S►4M, f $00PR5, 1800S►4M-PRS Y 5pecifrcations 1804 PRS, 1806 PR5 and 1812 PI#S -~802, ]8!]3, ~8Q4, ~80~5 and ~8T2 Full or Parf Circfe ~'ressure Regularing , Pop-up Fu1l ar Part Circle Spray Sprinkler ~'op-r~p Spray Sprinkler Ugfiona! Feafure Speeilicat►ans: The FUII or part crrele pap-up sprrnkfer shald 6e capa6le o1 coverrng lN1aen sa ir+dicated Qr+ the design, the 4", 6" Qr 12 ° hrgh pop-up spray , feet radius {F'T A4C]J afi pound& per square irich sprinkler shafl alsa rnclude a pressur'e regulating (PRS) device ta prevent (psi) with a drscharge rare oT galfar+s per minute (GPM) ` high pressure fogging to the nozrle stream This regulattng devrce shall ~ The ov8raN pop-dip he+ght ShaII be irrches be an integral part oF the p4p-up stem, removabfe fhmugh the iop of the ~ The sprrnkler dady, stem, riorrle and screen shall be constructed af case. These un+ts shall6e idenfifrahle fram the [op with "FR5" markings ~ heave-duty, uftra-violef resrstant plashe lt shall have a heavy-duty stain- °n the Gap less steef retract spnng tar pasitive pop-dawn and a ratchefrng sys `em The devrce shall regutate fire noazfe pressure [0 30 psj for 1n1et pres- for easy aHgnment at the Fatferrr Fhe sprrnkler shall have a soft OlLs- sures trorn 35 ta 70 p5r 8elaw 35 psr the pressure Ioss shall nat exeeed tomer pressurs-achva[ed cn-mofded wiper seal for clear+rng debris fram 6 pS' the pap-up stem as if retracts rnie the ea&e ta pr2vent the sprrnkler fram shcking up ta mrnimrze "flaw-6y." 1804 SA169'-PRS, 1806 SAM-FRS and • 1812 SAM-PRS The sprrnkJer shall have a matched precrpitahon rM (MPR) plastrc or Sea! a-MafrcF'" Pressure Regulating brass nozrle wifh an adjusfing screw capable ofregrilating the radir~rs pap-pp Spray 5prinkler aRd Now The sprinkrer shall fie capable af housrRg iirrder the nozzt~; ~ protechre, nan-cloggrng fi[ter screerrs ar pressure compensa#ing screens llpUonaf Feahrre 5pecifications: (PCS) Tha screen shall be used in coniunctron wifh the adjustrrrg sc ew Whea sQ indreafed on ifre desrgn, the 4; fi" ar 12" hrgh pap-up spray ; I for regufafirrg. The fi" (15cm) arzd 12" (30cm) models shall have bot'i a sprlnklErs shall alsa inslude a 5ea1-A-Nlatrcr"' (SAM) eheck valve arrd a srde and a battam 712 " (1512 (FNP]] infet far ease af rnstaNation. I pressure regulating (F'fiS) device. The5e unifs shall be rdentifiable iror'n - the tDP with "SAM-PAS" rnarkinyS on the Cap I~ The spnnkfer shalf have a f'op-Topr"' Flejsh Plug Areinstalfe d The plug , shall prever+f debris from cloggrrrg the sprtnkfer during installatron afd The cireck valve s,hall prevent raw-head drarnage of up to 8 Teet of head. - a!!ow fOr sys[em to be flushed before noulrng The pfug shaN 6e brrght The pressejre regulatirrg devlee shald prevent high pressure toggrng nf prange in color and consfructed of pafyprapylene rnaferial. ~ the r+orrle stream by regulating the nozrle pressure to 30 psr far inlet 1$~ S►4A9 f8~6 ~Afl9 ~Rd 18~~ SAM AressUres fraR+ 35 ta 70 psr Beraw 35 psr, the press~rre loss sha!l nat excesd 6 psr These models shafl utrlire the bot#Qrri rnfet onfy FulJ ar Par# Circle Sea1-A-MaficFm , PDp-LIp $pPay Sp!'1f1k1B1' The spnnkfer sha!l be as rnanufacfured by Aaia Bird SRrrrrkrer Nlfg. GDrp, Glendora, Calr(arnia ~ Dptronal FeatrrnE 5pecrfications: When sa rndrcated on the design, the 9", or 12 " hrgh pnp-up spray sprinklers shall a1so include a SeaF-A-Matrc~ (S,41N) check vaive tra pre- ; verrt !ow-head drainage of up [o 8 feef of head. This feafure shall requrre the use af the bottam rnlet Qnly Ffrese rinrfs shall be tdenfihabfe frnm the i ~ tap wrth "5AM" markmgs on the cap The seaf+ng device shall be an infe- ; gral parf of the pop-up sterrr, remavable [hmugh the tnp of the spnn~fer, RAIAFF~~*BzWAD. ard shaA seal agarrrst the battom case +nfet It 5hap create na more than - 7 p5i pressUre drop at the maarimum rated Row. I ~ Recycfed Paper Rairr @ird 5sles, Inc 4261 5ovth Counlry Crub Rpad, 7ucson, A3 85714 ` Phnne 520•749-6700 Fax 520-741-6146 Rarn 8ird Ram 8frd Sares, lac 970 Llresf Sterra Madre AvenUe, Azusa, CA 91702 Conserving Mvre Tharr 6Yater Phone 626-963-93 z 1 fas 626-E72-34 1i i 0 Registerad Tiademark nf Farn Bard Spnnkfer Mfg Car'p Rarn Eird Intemafrnrral, fnc 145 North Grand Avenue, Gferrdvra, GA 91740 0 1996 Rafn Bird 5pr(n&Ier Mfg Corp 41,q5 Phone 626-953-931 I Far 626-963-4287 i fJ39025d I : i ~ , „'n'. . T E C H . S P E C S MPR Nozzles 1800 Series Plastic MPR Nozzles Fits aJ11800 Series sprlnklers and A-8S, P4- 8S, and PA-BS-PRS shrub adapters. ~ Features ~ • Matched precipitatron rates across sets and across pattems in 8 Series, 10 Senes, 12 • Series, and 15 Series • 1800 Series screens (shipped with nozz/es) maintain precise radius adjustment _ ■ Adjustable flow and radius 0 Stain/ess steel adjusUnent screw ` ~ • • Operating Range • Precipitation Rate: 0.78 to 5.15 inches per ' hour (20 to 130 mMh) ' Spacing: 5 to 15 leef (1,5 to 4,5 m) Features Specifications ■ Pressure: 15 to 30 psi (1 to 2 Bars) . ■ Easy arc adjustment fiom 50 to 3600 (50 to • Mgle trajectory.• 00 to 300 Note: See Rain Bird Landscape laigation 270° lor 4-VAN) • Adjustabfe arc range: 50 to 3500 (except 4- Cata/og for specifrc nozz/e gallonage and • Simp/e twist of center collar increases or VqN); 50 to 2700 (4-VAIO pressure requirements. decreases arc setting • No tools requrred Models ow to ~ . • Stainless stee/ adjustment screw ■,Ideal for watering oddty shaped areas 4-VAN 1804 - SAM - 15H - PCS-060 6-VAN I 's -7 ___1 0 eratin Ran e s-uan+ ow,"l op~ P 9 9 ~ Pe'!01m"ca 10-VAN ~ ■ Precipitation Rate: 0.98 to 8.06 inches per 12_VAN ThIS syeaifres an 1800 Senes sp2y7read wrM 4' (10 anJ pop- IlOUf (ZS to ZOJr lllllllh) 15- ~AN up Rb1gAt; SeaI-A-Malic~"' CAeck t2Ne, IS SBrfes n0ule prov7dng 1801 coverape an0 pressure wmpensating sueen to • Spacing:' redutB rsfts to 6' (1,B m) 4-l/AN: 3 t0 4 feet (0,9 to 1,2 m) 6-VAN: 4 to 6 feet (1,2 to 1,8 m) ow Specify VAN Series 8-VAN: 6 to 8 feet (1,8 to 2,4 m) Adjusfab/e 1800 Series nozzles for a!1 10-VAN: 8 to 10 feet (2,4 to 3,0 m) 1804 - PAS - 12 -VAN standard and irregular-shaped turf and shNb 12 VAN: 10 to 12 (eet (3,0 to 3,7 m) n+o~, ovw NDM sarix/ areas. ~m~ e~nBm 15 VAN; 12 to 15 leet (3, 7 to 4,6 m) 'These ranges are based on proper pressure 1IJs SpeW%t an 18IX/ Smtes sprayheaU wiffi 4' (f0 Cap pr.p-up MJgAt at i►ozz/e, b•uem ormne rWbrron, au/usraW sW 12 VAN ,w& , ■ Pressure: 15 to 30 psi (1 to 2 Bars) RAF/N*B/RD, s r~ ~ RA/Av,~kB/RDa Plastic MPR and Variab/e Arc Nozzles - MPRNAN Nozzles . ~ Specifications 22-SS, 16-SS, 15-, 12-, 10-, 8-, 5-MPR Nozzle The vanable arc nozzle shall have an fixed arc oI degrees / circle) and shall be capab/e o1 covering a feet radius (Fl. RAD.) at pounds per square inch (psiJ with a discharge rate of _ gallons per mmute, (GPM). The ang/e ol traJectory shall bel degrees The frxed arc nozzle shall be consiructed of W-resistant plastic. Tre radius adjustment screw shall be o/ stainless steel. ' The fixed arc nozzle shall accept the 1800 Senes plastre screen to protect nozzle against clogging and to allow for radius adjustment., The nozzle shap have a precipitation iate matched with other 1800 Series MPR nozzles The f'uced arc nozzle shall be as manufactured by Rain Bird Sprinkler Mfg. Corp., G/endora, Calilorrna ~ ~ 15-, 12-, 10-, 8-, 6-, 4-l/AN - Variable Arc Nozzle The variab/e arc noale shall have an infinde arc adjustment of 0 to 330 - - and shall be capable of covering a_(eet radius (FT. RAD.) at pounds per square inch (psi) with a discharge rate of _ gallons per minute, (GPM). The variable arc nozzle shall have the arc adjustmeRt visible on top of the nozzle to allow dry adjustment of the arc. The angle ot trajectory shall be . The variab/e arc nozzle shall be constructed of UV-resistant plastic. The radius adjustment screw shall be of stalnless steeL 1 The vanable arc nozzle sha/l accept the 1800 Series plastic screen o protect nozzle against clogging and to allow for radius adjustment. The nozzle shall have a precipitation rate matched with other 1800 Series MPR nozzles. The variable arc nozzle shall be as manufactured by Rain Bird Sprinkler Mfg. Corp., G/endora, Califomia ~RecycledPaper . R,q//y~B/RD RainBud. vaF~rrrr~cerartoFESSrorvnLawa'i°wr°e ~ ConservfngMoreThanWater Rain Bird Intemational, Inc. 145 North Grartd Avenue Rain &rd Sales, Inc - Commercial Drvrsion 0 RegisteredTrademarkolRarn BirdSprfnklerMfg. Cory. ~ Glendora, CA 91740-2469 USA 2849 Eas! EMra Ftoad, Tucson, AZ 85706 0 1954 Ra1n BiN SprfnklerMlg. Corp 5/94 Phone: 818-963-9311 Fax 818-963-4287 Phone. 602-741-6100 Fax. 602-741-6146 I I D39026 i Lis# Prices ~ DRAINAGE PRODUCfiS. INC. oCroaEa11994 ~ ! 1 1 R . . . Boxes ~ f!RlITS PER 51(I!3 LIST 1111 WINNE !(~M QESCR€PTIpN PIE~ SKIp RRlCE EA. ~A. 6" ECQN{] BplC Fn Lf0 A-1U06 250 4 73 5 33 6" BOX, only A-1007 250 3 02 6" C[)VER, On9y ,A-1008 250 2 31 1[i" ROLIND BOX & CfQ A•1010 150 13.p9 1336 10" BD]t, oNy A-1611 150 990 10" GOVER, nnly A-1012 150 440 10" BOX Fn QOLT CJpWN LID A-1013 i5U 13.75 44 30 - ~ 1(" RECLAIl41ED WATER LJ[7 14-1014 4 95 f gflLT FDR 10° A-1020 ~ 12" BOX & COVER A-1210 &0 2090 2420 i' sqi'is,_ 12° BQIf, ortly A-1 211 80 1595 12" CDVER, an!y 1~-1212 $0 $A3 12" BO)L & BC7LT DC}WN LIQ A-1233 80 2200 25_30 12" RECLAIMED WATER LID A-1214 8Q 770 9.90 12" RECLAIMED NfrhTER BL?]I A-1215 80 1760 12" METER COVER (7NLY A 1215 80 990 60LT F!'JR 12° A-1220 i Q 6 3° E76TEN5[UN A-1223 80 11 10 13 20 fits A-1211, A-1229 6" E]CTEPISIQIV A-1226 80 14 30 1650 fits A-1211. R-1229 31) 616 9" Vl1LYE BOX & 12" LdA A-1229 80 1980 2310 9" BC1X, anly A-1230 8C1 1760 1650 3 r ~ _ JUMBp i6OX & GDVER A•1240 52 51341 59.40 JUIYlBfb COVEA pNLY A-1241 52 18.70 27 50 JUMBO ME'TER CDVERS A-1242 52 1980 28 60 JUMBD BOX O'AILY A-1243 52 3300 3740 JU'111180 B" EXT. & Ci3VER A-1246 32 42 90 49.54 JUMBC] F" EiiTEFf51[]N A-1247 32 2930 39.60 QPTI[)NAL BOLT FOR JUMBD A-1248 1.33 ~ - ~ NI Ilds come with "ICV" identification unless otherrrise specified- d Gther identificatian availaGle WATER, SEWER & ELECTRICAL. rc~'' ~n~~ L ~ ~ i~ ■ ~ ~ ~ ~ DRAINAGE PRODUCTS, INC. ~ ~ESCiiIPTl~h1 PIM C~L{7R CTN. OTI! , LI EAi:H~E ' S° 5[IUARE GRATE A-2105 BLACK 20 2 61 frts 3" Sro pipe, 3" fittings, A-2205 GREEN 2[] 2 81 3" bell-end 8~ corrugated A-2305 SAAf❑ 20 261 p° A-2405 G RAY 20 2 61 6" SQUAFiE GRA7E A-2106 BLACK 10 3 89 fds 4" Slp pipe, 4" fittings, A-2206 GREEN ] 0 3 89 4° mell-end & cvrrugafed ,A-2306 SAIVt] 10 3 89 A-2406 GRAY 10 389 r V 7° SQLIARE GRAT A-2107 BLACK 10 5.55 fits fi" 5iD pipe, fi" fiiltingsp A-2207 GAEEN 10 5 55 6" bell-end & catch tiasi n A-2307 SANQ 10 5 55 A-2407 GRAY 10 5 55 e" SQUARE C'aFi14TE, A-210e BLACK 10 611 fits S" 5IC] ptpe, 6" fsitings, A-2208 GRF-El+r 10 611 fi" bell•end 8 catch iasm A-2308 5AN0 10 611 A-2408 GRAY 10 611 2000 R . . . a - 9" x 9" SQUAFiE GRATE A-21 09 BLACK 8 17 48 ~ fits square aatch b asin.9°x 8°x6° A-2209 GREEAF 8 17 48 - ,y extensian & low prafi e adpt A-2309 SANQ 8 1748 A-2409 GRAY 8 17 48 p 12" x 92" 5i]UAAE GFIATE A-21iP ° BLACK 8 2553 QUQe~Fits square cafch basin,12"xi2"xB" A•2212 (;REEM 8 25 53 sxtension & Iow profife adpt. A-2312 SANp 8 25 53 °~`B E U° A-241 2 GRAY $ 25 53 18" 3(18" SQIJARE GRATE A-21 18 BLACK 2 48 29 47o ~ B OAD fits square catch hasfi~ A-2218 GREEN 2 4829 - - s g~ A-2318 GRAY 2 48 29 o p~0~-9 3000 R . rrates 3" ROUNQ GRATE ~ II-3103 BLACK 46 1 83 IIJ pipe, 3fittings. A,-3203 GREEIV 40 83 rr~mj~'~; fits 3" S 3" bell-end 8, corrugated A-3303 SANa 4p 1 63 A-3403 GRi4Y 40 1 83 _ 4"ROL1ND GRATE 1+1-3104 $LRCfC 20 194 frts 4° SlD pipe. 4" fitttngs, A-3204 GREEIV 20 194 j ~ 4° bell-end & 4" corrugated A-3304 SAND 20 S 94 A-3404 GRAY 20 194 6" RaIJND GRATE A-31OC BLACK 20 5 55 fits 6'S/D pipe, 6" fittings, A•3205 GREEN 20 5 55 6" bell-end 8 catch basm A-3306 SANQ 20 555 A-3406 GRAY 20 555 8" RALINa CuR11TE A-31 08 BLACK 10 577 frts 8" 51D pipe, 6" }IffI 1g$, A-3208 GREEIN 10 5 77 ' 6" bell-end & catch hasin A-3308 SAND 10 5 77 ~ A-3408 GRAY 10 5 77 i ~ 3000 R ■ - Drains EAIE~1 - DECK iDRAIAFS A-3004 5AN❑ 50 4 00 f'rts C1YW schedule 40 R!p$ A-3300 WHITE 50 400 ~ ldaal for pooI areas A-3400 GRAY 50 400 2 x 3 A'DAPTEFt A-3500 50 233 ~ ~ 4000 SERIES i These grate5 will fit tha foilmwing pipe sizes by using tlre proper coupling (pr SDR-35 PVC or N~1yethylene. 3" and 4" fit intv 4ell-end Far 3" spigot end, use #A1 03 styrene ar {kV 103 PVC. L~~ ~ For d" &pigvt use #Al 04 styrene or #V 104 PVC. Forschedule 40bWV, ABS, or PVG, np coupli ng availabls tv fit 3" DWV fv 3" sewer For 3" DWV tcr ~ 4" sewer use #V2043PVC For4" dWV use # V2044 (ASTM 3034) Ali gratesfrt insidecouphngs 3" dTRf U1N GR1ATE A-41 03 BLACI( 40 4 33 ~ fits 3" 5![] pipe, 3° aell-end A-4203 GFiEEIV 44 4 33 & cvrrugat$d pipe, & 3" fitdngs, A-4303 SAND 40 4 33 4 A-44f73 GRAY 40 4 33 4" ATRfl1M GRATE A-41 p4 BLACIt 20 644 V ~y ~1LJ~ S ?A~+~~~ . fds 4" SfD pspe, 4° bell end A-4204 GFi€EN 20 644 & cvrrugated pipe, & 4°fiitmgs. A-43174 SAND 20 644 R-4404 GRAY PO 644 ~ 6" ATRIUM GRATE A-4106 BLAGI( 1[] 877 -~-u fits 6" StD pipe, fi" firiings, A-4206 GREEN 10 8 77 6" bell-end & cvrrugated pipe, 8 A-4308 SAN❑ 10 877 fi" fittings. A-4406 GRAY 10 8 77 X 9" ATRI47M C+RATES A-41 09 BR..ACf( 8 21 65 fits square catch basm, 9"x 9" 6" A-4209 GREEN S 21 65 eactensian & fow profile adpi. A-4309 SAND S 21 65 A-9409 GFtAY a 2155 12" IqTRIU1N GRWTE A-4112 BLACK 8 29 42 fits square catch basirr.12"x12"x6" A-4212 GREEN 8 2942 extensian & low prafde adpt A-4312 SAND 8 29 42 A-4412 GREY $ 29 42 000 SER • d Brass ► or 3" R(]LlNd ROUGW CHROME A-5503 20 1055 3" R[7UI+ID SATIN CHROME A-5 49 2(7 11 10 e~ 3" ROUND P{7LISHEd 8RA$S A-5$03 20 18 87 3" RDUIYD PDLI&HED CHROME A-5903 20 55 54 6'° ROUND FiOUGH CHROME A-5504 20 ti i 66 ~ 4" R6UND SATIN BRASS A-5604 20 1432 4" ROUND SATIM CHROME A-5704 24 1221 4" ROUHD PQL15HED BRAS$ A-5804 20 23 31 " 4° RpUND RQLI5HE0 CHROME A-5904 20 1887 ~ 8" ROLIND SATIN 9RA5S A-5606-R 20 37 95 B" Ri7lJND PQLISF+IED A•5806rFi 20 38 50 Frts 6" catch hasin or couplir€g 6" SGUA'AE 5ATlN BRA55 A-5W6 I C1 4662 6" SLtUARE POLISHED BRASS A-5846 70 4884 ~ [3RAlNAGE PRDDUCTS, INC. IL ! ! 1 . 1 1 1 ~ . . . . L}ESC-FiIFTlO~ ~ PIFE COL~iR . ICTH. f]TY. LI5'f PR1CE ~ E~t~H CATCH BA$INS, single or douhle autlet for svlid or oorrugated pfpe Each hub outlet ttts 3" and d" corrugated pipe, ~and 4" snhd pipe, and 4" SOR-35 ~ ~ . $IHGLE pUTL'ET A-6067 BLACK 10 9 44 Unrversal outlet irscluded DDUBLE CIUTLET I A-6062 BLF1Gf{ 10 944 ~IJrnversal autlet inclUded ~ U N I V E R S A L OUT L E T I N S E I R T, A- 6 3 0 6 B L A C K 20 1 44 L' fits 3" and 4" Gvrr, 3" and 4" 51D and 4" SDFi•35 ~l ~ J i PLUG I A-6000 BLACK 20 2 78 3°f4°OUTLET Si[] & CORR. A-8044 BLACK 20 3 44 6" QUTLET SID & CQRR. A-6066 BLACK 20 3 89 S" dUTLET SlD & CORR A-6088 BLACK 20 7 77 f - - - 9" X 3" SQUA'AE GRATE A-2109 BLACK 8 1748 ' fits square catch basin, fi" A-2209 GFiEEdN 8 1748 °g- extension & lova pro~de adAt A•2309 SAND 8 1748 A-2409 GRAY 8 17 48 ~ - 9° 3[ 9" 9f'l51Ni DOUBLE {]PENIk1G ' A-6092 BLACK d 13 32 ' FQUR DPEIVINCa A-6(]94 BLACK 4 1470 ean ba used with um ersal outlet5 ~ - 9" SUMP 8C)X A•6090 BLACK 4 1443 ~ 6" EXTEPl51aRl fvr 9" X 9" Basin A•6036 BLACK B 11 66 9" x 9" L4W PR4FILE - ~ V ADAPTER A-6097 BLACK B 11 66 can be used with unnversal ~ outPefs , 12" % 12" SQl1A'RH G'AATE A-2112 BLACK 8 2533 ~ c~=s0 o~Ve9aa-~ trts square catclh has,in, 12" A-2212 GREEN 8 25 33 , extension 8!ow prafi e adpt A-2312 SAIVD 8 25 33 ! ABUQ A-2412 GFiAY 8 25 33 , r 12" x 12" BASIN 5E1NI P ~ ODUBCE OPEA1iNG ~ A-6122 BLACIS 4 2276 , FDUR OPENlNCa ~ A-6124 BLACK 4 2664 can 4e used with unr tarsal autlets 12" SLINlP 6OX A-6120 BLACK 4 25 53 - I • fi" E]tTEMSIbN A-6126 BLACK 8 1332 for 12° IS 12° basin - ~ 12' X 12" LOW PRCIFILE A-C 127 BLACK $ 1610 AQAPTER can tae used with uni l ersaf ❑LIfleSS f - , ~ ~ n.; ~ 111 .111 SERIESCatch Basins, . . : Grates DESCRIPTION P N COLOR CTN. QTY. ~~SE CHICE ~ a ~ p BREAK-DOWN BASIN ~~o;R.-- 18X18Basinuses4",6",88' ,-e o ouUets with knodcouts for 10" -~~ol°a°2nd 12" 18" X 18" SDUARE GRATE A-2118 BLACK 1 48 29 ~ fits square catch basin A-2218 GREEN 1 48.29 ~ A-2318 GRAY 1 48 29 ~ r I 18" X 18" BASIN a ~ DOUBLE OPENING A-6182 BLACK 1 105.45 ~ ~ FOUR OPENING A-6184 BLACK 1 109 89 18" X 18" X 9" EXTENSION A-6189 BLACK 1 69 38 18" X 18" X 9" CATCH BASIN A-6185 BLACK 1 76 Q4 WITH BOTTOM OUTLET I 1 I ) . / 000 i 000 SER 2" CHANNEL & GRATE 2" X 2' GRATE A-8612 BLACK 20 2 22 ft oooo~, 2" X 2' GRATE A-8622 GREEN 20 2.22 ft oQQGOO oooop°°~ 2' X 2' GHATE A-8632 SAND 20 2.22 ft ~ • _ r,LQOOOOO~~ 2° X 2' GRATE A-8642 GRAY 20 2 22 ft r,ooo"oe,o0~ 2° X 2' GRATE A-8652 BRICK 20 2 22 ft o0°°,ucc~.op00~ 2" X 1' SATIN BRASS A-5622 BRASS 8 37 74 ft 2" X 1' POLISHED BRASS A-5602 BRASS 8 39 96 ft 2" X 4' CHANNEI A-7640-4 GRAY 10 4 44 ft 2" X 4' CHANNEL A-7614 BLACK 10 4.44 ft 2" X 10' CHANNEL A-7610 BLACK 4 4 44 ft 2" X 10' CHANNEL A-7640 GRAY 4 4 44 h VERTiCAL HUB OUTLET A-7601 BLACK 1 11 10 ~ VERTICAL HUB OUTLET A-7604 GRAY t 1110 END CAP A-7621 BLACK 20 2.78 END CAP A-7624 GRAY 20 2 78 COUPLING A-7631 BLACK 20 3.05 COUPLING A-7634 GRAY 20 3.05 ° 2" END OUTLET A-7641 BLACK 20 3.22 Y' END OUTLET A-7644 GRAY 20 3.22 Fits 2" Schedule 40 ~ SUPPORT BRACKET A-7651 BLACK 20 2 78 ~ SUPPORT BRACKET A-7654 GRAY 20 2_78 CHANNEL 90° ELL A-7661 BLACK 1 13 32 I CHANNEL 90° ELL A-7664 GRAY 1 1132 ~ CHANNEL'/o BEND A-7671 BLACK t 9 99 1000 ~ I i0~0 p O~ CHANNEL'/e BEND A-7674 GRAY i 9 99 CHANNEL TEE A-7681 BLACK 1 13 32 CHANNEL TEE A-7684 GRAY 1 13.32 0o CHANNEL CROSS A-7691 °O BLACK t 15.54 °O CHANNEL CROSS A-7694 GRAY t 1554 , o a~~oo !ooooanoaooooooooaooa 000 ~oooooa~aa~ 10000000000 STAINLESS STEEL A-7600 50 09 ea °O oo cio SCREWS °O oo M o 00 00 00 ~ I me ~ I D6~~IINAGE PRflDU'CfiS, IGVC. ~ 1 1 1 8000 RIES4 - : Grates [)ESGRiPTI{]~I Pl~ CL~L~fi MCITN. Q7Y. V5'T PHiGE EAC#! 4" X 4' CFIARIMEL A-7104 BLACK 4 7 77 ft A-7404 G RAY 4 7 77 Ft. 4' 3i 10' CHANNEL A-71 i0 BLACK 4 7 77 Ft. A-7410 GRAY 4 7 77 ft i - ~ 4" 2' CHANNEL 1NITH A-7133 BLACK 6 1998 3" HLIB OUTLET I A-7433 GRAY 6 19.98 4" x 2` Ci1ANNEL YYIfiH A-7144 BLACK 6 19.98 4" HU Ei QLlTLET A-7444 C RAY 6 1998 ~ d" CHANNEL GRJITE R-8104 BLACK B 1554 Comes ira 2 foot sEcunns vnly A-82(]4 GRE'EN B 1554 I A-83(74 SAAI[? S 15.54 A4404 C1RAY 8 1554 q.~:. A-8504 BRlCli 8 15 54 END CAPS A-7122 BLACK 24 3 89 A-3422 GFtAY 24 3.89 3° SPIGOT [31JTLET A-7123 BLACK 24 4 72 R-7423 GRAY 24 472 CvURL1NG A-71 24 BLACK 24 3 89 A-7424 GRAY 24 3 89 SUPPORT BAACNCET A°7125 BLACK 24 2 22 ~ A-7425 ['aFiAY 24 2 22 2" END OWTLES A-7126 BLACK 24 4 44 for d" ehannel drairi A-7426 GRAY 24 4 44 CHANNEL EL'L A-7152 BLACK fi 2220 A-7452 GRAY fi 2220 CIMANNEL TEE A•7153 BLACK 8 26 64 A-7453 GRFIY fi Pfi.64 ~ CMAlVNEL CROSS F1-7154 BLACK fi 3330 1 i4•7454 G RAY 6 3330 CHAF[NEL Vle BEND A-7155 BLACK 6 25 53 14-7455 CaRAY fi 25 53 9000 SERIESBackwater vaives . 3„ 10.BS 6ACK1fVATER VALYE A-9003 BLACK d 4551 ~ IAPMO 3" PVC BACFLVYATEf$ VALVE A-9013 W6-IITE 4 4551 LISTEA 4" A'BS BACKWATER VAWE A-9004 BLACK 2 4995 4„ PVC BACKYVATE~R~ VALVE ~1-9014 WH1TE 2 49 95 ~12" l( 12" SOLID CUV"`ER A•2612 BLACK S 25 53 ~ , ~ BACK WATER VALVE Btl31 R-$1 P8 BLACK d M54 . ~Ih l ~ / . ' A+nerlcsn W.ilkins ~f.63.S. Amer,icen Wificins'N.~.~T$~ A4neri~~n Yif.ilisins N.O.S. P!N ,P,,I,,,~Y ~1N P H ~IN PIFk PiM . pK1~,1PfN. VALVE BD7tES 8 LIDS SDLID BRA55 QRQF-IN GRATES 4° CHANNEL 1]RAINS, GRATES, ' A•1406 AP-1696C 109BC A-5603 AP-802 9098 ANbACCESSfDRIES A-1 DD7 AP-1 098 1098 A-5703 AP-$04 MIA A-7104 AP-40U P41A A-1008 AP-109G 109C A-5803 AP-806 906PB A-7404 AP-400-G 400 A-1010 AP-1118C 1116C A-5903 RP-808 NIA A-7110 AP-401 ANIA A-1011 AP-111B 141B A-5664 AP-803 3108 A-7410 AR-401-G 400-10 /I-1012 AP-111C 11iC A-5704 RP-805 NIA A-7133 AP-259 NOA A-1013 RP-111 BCB N1A A-5804 AP-867 906PB A-7433 AP-259-G 234 A•1034 RP-111CP A}IA A-5304 fIP-809 N1R A-7144 AP-259-4 NIA A-1210 AP-11313C AP-1138C PI-5606 RP-811 N!A A-7444 AP-2'59-4-f`a 234 A-1211 AP-1138 AP-1138 A-8104 AP-240 2~13 , R•1212 AR-113C AP-113G ~aTCH BASIldS, HC1U51NG AN~ A-8204 AP-241 242 A-1213 AP-1138CB NIA GRATHS A-8~64 AP-243 244 A•1214 AP-113C~' NIA A-6061 AP-319 101 A-8404 AP-242 241 A-1223 AP-313-3 N!A R-80S2 AP-92D ~qi A•~5~14 AF"-244 251 A-1226 AP-1 13-6 AP-113-6 A-630fi AP-943 NIA q-7122 11P-257 N!A i A-1229 AP-113-9 N!A 9" X$° GRATE, BASIN A-7422 AP-257-G 247 A-1230 NIA N!A 8 ACCES50R[ES A-7123 AP-258 NlA SQUAHE GRATES A-2109 AP-907 980 A-7423 AP-258-G 249 A-2105 AP-925 DS A-2289 AP-908 990 A-7124 AF-256 N1A A-2205 AP-926 07 p-2309 AP-909 999i"a A-7424 AP-25fi-C'a 248 A-2$05 AP-927 NIA a`2409 RW-949-G 999 A•7125 AP-2617 MIA A-2405 AP-927-0 09 A-6092 AP-972 300 A-7425 AP-260-G hPIA 11-2106 AR=928 Oq A-6094 Y1P-973 9[]0-4 R-7152 AP-263 2383 A-2206 AP-829 OS R-6096 AP-971 316 A-7452 AP-263-G 2381 A-2308 AP-930 N1A A-6097 AP-204 930 A-7153 AP-281 2373 A-2406 AP-930-G 06 12" X 12°GRATE, BRSIPV A-7453 AP-261-G 2371 ~ A-7154 AP-254 2383 , A-2107 AP-837 771 & ACCE550RIES A-7454 AP-25d-G 23$1 ' A-22(~7 AP-832 772 A-211 2 AP-2[?7 1211 q-7155 AP•P82 230~ R-2307 AP-933 3735 A-2212 AP-2(i8 1212 A-i455 AP-~$2-G 230~ A-2407 AA•933-G 773 A-2312 AP-209 12125 A-2108 AP-934 887 A-2412 AR-209-G 1210 BACKWATER VALVES A-2208 AP•935 882 A-6122 AP-964 1200 A-9003 AP-375 375' A-2308 AP-936 8835 A-6124 AP-966 1204 A-9013 AP-375-P 375P A-2468 AP-936-G 883 A-6126 AP-968 4216 A-9004 AP-475 475' ROUIVD GRAT'E5 s-6127 AP-203 1290 A-9014 AP-475-P 475P A-3103 HP-945 14 18" X i$' GRATE, BA$IN A-3203 AP-946 iS & ACCE$$OIRIES A-3303 AR-947 155 A-2118 AR-981 1811 A-3403 AP-$47-G 15 A-2218 AP-9$2 1812 A-3104 AF-948 11 A-2318 AP-582-G 181❑ A-3204 AR-349 13 A-61 E2 AF-979 1800 R=3304 AP-850 18S A-6184 AP-380 1804 A-3404 AF-950-G 12 A-310$ AR-940 40 UHIVERSAL BUTLETS A-3208 AP-941 50 A-6000 AR-967 120$ A-3306 AR=942 605 A-6044 AR587-4C 1244 A-3406 ,p,P-942-G gQ q-6066 AP-967-6 12$6 A-3108 AR-980 110 A-6088 AR-963-BC 1888 A-3208 AP-961 20 a" CHANNEL DRAIlVS, f'.,RATES Ih-3308 AP-982 30S ANF} ACCES5flRIES A-3408 AP-962-G 30 A-7001 AP-601 NfA BECK OAAINS A•7002 AP-500 MIA R•3090 ADP7066V WC1Qo A-7003 AP-550 NIA A-3300 AL1P100T WG100T A-8024 AP-540 A}tA A-3400 A7PYppCa WC1floG A-8124 AR-543 M!A A-3500 AQP150 WC150 A-8224 AP-542 N!A ATRf~1M GRAT~S t~-8324 AP-544 N!A A-4103 AR-951 ~4 A-8424 AR-541 NlA A-42a3 AP-J52 7(] A-8524 AP-5~t5 NlFI A-8021 AR640 NIA R-4303 AP-953 745 A-4403 AP-853-G 72 A-8121 AP-653 NIA A-4104 AP-95~1 78 R-8221 AP-E~2 NPA A-4,~[]4 AP-955 yg A`~~1 AP-65d NfA A-4304 11P-95~i 78S a-8421 AP-641 N1,4 A-44~14 AP-856-G 76 ~-~821 AP-fi55 MIA A-41D6 IIP-357 90 A-7022 AP-547 NfA R-4206 AP-958 80 a-7024 AP-54$ NIA A-4306 AP-359 90S A-7025 AP-54$ N!A A-4406 r4P-959-G 81 A'~0~7 AP-549 NIA A-7052 t+tP-552 N!A ~ A-7053 AP-553 N!A A-7054 RP-555 NfA R-7055 AP-554 NIA i ~ ~ ■ ~ ~ DRAINAGE RRODlJCTS, 1NC. When yau need Dralnage 6uy Atl?ERICAN 430 Nv. Varney Street. eurbank, Califarnia, 91502 (818) 843-21821(800) 368-3522 FA?C (818) 567-1928 T'ERMS DF PAYMENTt 21/6 10th, Prox i•!Bt 30 days FREIGHT ALLQWANCE; California and Arizona: Freight prepaid on orders af $400.00 [+Fet. All other staies Freight prepaFd c]n orders af $850.00 Net. CLAIMS & RETURNS. Clairris for shiprrient shortages or matenals damaged in shippfng should he written an the ~"Bili of Lading," and a written request for credit suhmftted to American Qrainage within 10 days. All returned goods must have prior +wrrttsn appraval and s~ipping insiructions from American Orarnage 4efore they can be retumedi A!I returns suhject to 150/o eestacking charge. MiNIMUM ORVER: $25 OCI gRpKEM Gq'RTpN: 101/Charge fori hraken carton +guantities ~ REGIOMAL'WAREFIOUSES: IVow able to sarve you from the bllvwing Iocations GALfFORNIA, OREGON, UTA~, MlSSlSSIPPI, TEXAS, GEORGIA, 1lIRGfIVIA, FiAREDA. `Comrng scron [ ) NC]RT,N CARQLlNA. I T[}LL FREE 1 (800) 3AI-3522 FOR QRQERS: 1 (818) 567-1928 *PRrCES FFIIECrIvF pCTosFR 1, 1994 , PRrcEs suBJE:r rO CxRNGE wIrNOUrNOrrCE LIRAITED GUARANTEE LIq1TEI) WARRANTY Ni]TICE: TCI TiIE E]fl EHT PER111TTE0 BY T'NE 4AW OF YDIiR Jf1RI3DICTION, TIiF3 L[NlTED'WARRs1NTY LIk11T& SFt E%GWDES CERTAIM WARRANTIES QR RfGHTSOTFIkRW1$E PIipVfQIEO 6Y LAW. AmaricanDrainage PrpQuCts, InC ("ADP"r ararrenis its praducts io~he Srea fr4m dlafeiCts in met9Tial and wprknsanship fara perkod 6f onQ [i } y8ar }rQm the d fe a4 ungm8l purChas9 hp ihe per9pn 4r enf ity purchasing suCh produces dlrecfly iram `ADP pe lrom ROP'e authariaed reprBeenSatNes or rasellers. Urrder rEa circumstences shxl} ADP Be liadl8 for inradenta! 4r CpnsequenUa! nr other or aQ4iftna1 dAmagBg a4lany kind Or nature. endudin0 trut rroS IirmtBG tp 5hipping and Neight ctferges,l8bor vialher ins[af!a;ipn Or remaval expens", Inteaest, orother lierns, whefher SuCh cla€m is pased uppn prlnnp3es cr thearees ui CarStraC[, rerarransy, nggli- gence or rtort Parr The 4aregeing warrpnlg is in I}BU Df S1f pfher warraniies proviCed hy Iaw - or cnntracs, fncluding tllase imp9fsd 6q law 9uch as But na! fimiied to tha warrannes o1 merehantahililp and 1itless for a paei€cular purpose In tha event such Iimilatian o} shs ~mptiyd warrenties may 6e unenlarcea6le or atherwise Invalide[ed by a court of compe[enS jurisdialgion. AC1P q 1ia61llty Ipr iyreaCh p} warcunfy shail de lim[fed ta an amaunS equhrslBnS [n tvJa (2) timBs [he orPginaV purChaye prkce af 9he ADf it6ma prQven [a be AefeMrve No psr8an, olher lharr e eorparste o4iit8r jPra9lpenf, Vkce Presidant ov GwpssraSe Seexetarq} of AQF ahall have ihe eu1toctsy [o modify the Tflregamg terms and anr Rurppned madif➢cation must be in svrltfrr0 and signe#' Piy auCh piiicer Endicatlng Such ~ indicridurLCa eorpotate 6fle (sa FYesWent, ►rice PcesiGern or Ccrporefe Secrelary) in ordae for suCts modifica'inn to ba qknd€ng cr enTarceabfe 9galnsS AQP y N S F-pv1A i ~ Etr a.~ ~ -i . I'nrrr6lr vA~er ft~ Interstate PE3408 Wigh Density R'Qiyethylene Pipe _ InfeC5tate PE3408 Pipe is manufactured fram a high density, very high moiecular weight palyethylene campaund specifcally designed for high hoap stress, outstanding s#ress erack resistance, and law temperature tflughness. PerFvrmance Features and Benefits • Eccelfent chemieaC and carrosion resistance • Qutstanding stress craclt resistance • Lightweigint and flexible • 5uperiar abrasaan resistance •NSF tested and certified fvr pv#able water . • High aong term hydrostafic strength • Taugh and ductii+e Interstate PE340$ pipe haas outstanding physical prvperties. 9t does not rot; rus#; pit or corrvde through chemiCa6 ar electncai reactions with the surrounding svil whether it is acitiic, alkaiine, wet ar dry. It ne'sther supparts the grvw4h af, nvr is it a{fected by algae, bactena, ar fungus. It is aEso • Tesistant to marine biafagicaa attack. Protec#ion against ultraviolet degradativn during extended periods af outside starage and aboue graund service use is provided !ay the addition of carban black and chemicaf thermal stabilizers. Typical AppiiGations for Interstate PE3408 Pipe • Municipal water service lines • lndustrial water distributivn • Wefr piping • Oii patch lines • Lawn sprinkler systems • f]rifltng suppay lines • Swimming paais • Sewer lines ` Livestvck watering lines • Marine lines , • Fotable water distributian lines - Pracess cvvling lines • Farm and ranch irrigation • C;round source heat pumps • Fiber aptic innerduct • Electrrcai canduit i PWMpe StreamlineTM Svl►rent Weld Pipe - IPS Size Submittat and Qata Sheet ~ ~ - IPS Rressure Rated PVC January 7998 ~ Streacnline Schedule 40 ' Nom9naf Avsrage Approximate Minimum Appraximate Water Length pQr Approximate Pipe Sizs C7utside [3fameter Inside Diameter Wafl Thickness Weight Pressure Rating Crate Crate Weighi -(irsches) (inches) (inches) [inches) [IbsP100'] (PSi} (feet) (fbs) Y~ .844 .641 .109 17 600 10000 1850 % 1.050 .80 .113 22 480 8100 178(] 1 1.515 9.03 .133 33 450 6304 2050 ; 1'J. 1.660 1.36 .140 44 370 3920 1730 1% 1,900 9.59 .145 53 . 330 3020 1590 2 2.375 2.04 .154 ► 1 280 agoo 1490 ~ 2Y2 2.875 2.44 .203 113 300 1460 1640 I 3 3.500 3.03 .276 147 asa 1500 2210 - 4 4.500 3.99 .237 210 220 960 2010 fi 6.625 6.02 .280 368 180 520 1920 I 8 8.625 7.93 .322 571 160 300 1710 10 10.750 9.96 .365 786 140 240 1890 12 12.750 11.88 .446 4[}40 130 120 1250 , 5treamline Schedule 80 i `•yMominal Average Approxirnate Minlmum Approicimate Water Lsngth per Rpproxirrate 1-'11pe Size Outside Diameter Inside Diamefer Waq Thic.kness Weight Pressure Rating Crate Crate +VVeight (inchesy (inches) (inc,hes) {iesches) (1bs/106') [Pgi) {fest) (Ibs) lz .840 .52 .147 21 850 10000 . 2110 1.050 .72 .154 29 690 8100 2320 1 1.315 .93 .179 42 630 6300 2560 1'/. 1.660 1.25 .191 58 520 3920 2284 i i 1% 1.900 1.47 .200 - 70 470 3020 2130 2 2.375 1.90 .218 97 400 2100 2050 i--i 2!~ 2.875 2.28 .276 149 420 1460 2170 i 3 3.500 2.85 .300 199 370 1500 2590 - 4 4.500 3.77 .337 299 320 860 2790 fi 5.525 5.70 .432 555 280 520 2880 Gsneral Notes: -1. All pipe is IVSF lisfed. ' 2. The follasnring pipe is IAPMO listed: Sch 40 - %a, 1, 1'/., 1/~, 2, 2%a, 3 and 4 inch. 3. f'ipe matsrlai conforrns fa ASTM D1T84 4. Pipe cor,fflrms tn ASTM 01785. i' S. Schedule 40 pipe is whifs. Scheduls 8[} pipe is gway. 6. 5chedule 40 finlsh: belled-end is standard. 7. Sctredule 80 finish: plain-and is standarti. 8. All pipe is produc:ed in 20-foot Iengths.lU-fau# Isngths may he available. [3imens9ons are overall lengths. ; I 9. Inside siiacneters dary due to aq6wable manufacturing tolerances. -`0. Approximate uveights are fiDr estimating purposes only. , ` 11. Water pressure ratings are for unthreaded pipe onfy. [}a not thread 5chedute 40 pipe. Falfow ASTM D1785 requiremertts Tar threatSed 5c:hedule 80 pipe. 12. Crat$ weights are far 2(]-foat Eengths. - 13. All orders arre subject ta finaB acr,eptance at tlis Eugene Office. ~I PACIFIC YIfESTERH DXTRU9ED PlJ15TIC5 COMPANY F.0 BOX 9DD49 EUGENE, OREGCIN 97440 (541) 34MZ90 FNi (549) 6W5257 Mti~-e12 ` PWRpe ` lll.~ [3ata Sheet: 5treamline SoIvent Weld Pipe-IPS Siae ' IPS Pressure-Rated PVC May 1996 5treamline PR.1fi0 - 5DR 26 I I Nammal Average Apprax Minimum Approx Pipe Quts~de Inside Wall Approx Length per Grate SizC QiHmOtBr ClidmetCr Thickn~ Wet ght Gr2te WOighi l.i5t Rnce (Inches) (Inches) (Inches) (Inch~) (Ibsl1I10h) (Ieei) (Ibs) ($/100it) 1 a 1 fifi0 1 52 0064 25 3924 830 $ S~fr i9DO 1 74 0073 28 3020 840 2 2375 218 OtSi 43 2100 3117 2'fr 2875 264 D 110 53 1460 926 I 3 3 500 3 21 0135 99 15M 1410 4 4500 4 13 0173 155 960 1493 ' 5 5563 510 0214 237 ' 760 1800 6 6 fi25 607 0255 337 520 1760 ; i B 9 625 7 91 0332 571 300 1710 i I 10 10750 986 4413 885 240 2120 - 12 12.750 1170 0490 1250 120 1sm Streamline P.R. 200-S[1R 71 ' Nominal Rverage Apprax Minimum Apprax 11 Outside InSide Wall Apprax Length per Crafe SitPe Diameter Oiameter Zhickness Weighf Gra1e Weight ~List PriCB (dnches) (Inches) {Inches) iInchgsf (Ibsitfltlfty (feet) 41bs} [$i100ft) ; I ~ 1050 092 0 D60 iz a» 1000 s 1 1315 1 18 0063 16 m 1030 l Y. 1650 1 49 0079 28 3920 1020 ~ 1% 1 90D i 70 o0m 34 3020 7020 2 23T5 213 0173 53 2100 1110 2% 2875 258 0137 78 1460 1140 3 35po 314 0167 115 1500 1730 d 4 500 404 0 274 190 ~'i0 183D ~ S 5 563 4 99 0 265 29D 760 2210 I~ 6 6525 594 0356 413 520 2150 8 8525 774 0410 698 300 2090 ~ I , Stream3ine P.R. 315-5QR 13.5 NomEnel AVerage Approx Ivimimum ApprQx Pipe Oulside Inside Wall Approx Length per Crate Sire Oiameter Diamater Thiekness Weighl Crate Weight List Prrce fInChesf (InCh~) [InchESi [InChES1 [lb51900}ty {leeSf (Ihs) [5110oft) 'h 0840 070 0062 tU to,DD0 tif%o $ 3+ 1050 fl 8$ OQTB 1$ 8100 1270 1 1375 1 10 0 097 25 &W 1540 , 1~A 1660 135 0123 39 3920 1544 1'I~ 1900 1 59 0 141 51 3020 1550 2 2975 199 0176 BO 2100 169D F"h 2875 2 41 0213 118 1460 1720 3 350D 294 0259 174 1500 2810 4 4 5M 3 78 0 3M 288 9w 2760 - (OVER) aeneral raa,e5. , 1 All pipe is PdSF listed I 2 The following pipes are IAPkSC] listed PR 20U 6ell end -'1,, 1, 1'I., 1'b, 2, 2'h, 3, and 4 inCh, PR 315 fyelY end -'la, 2, 2'h, 3, and 4 mCh, PR 315 plam end -2, 2'h, 3, and 4 mCh ~ 3 Pipe mafenal is i n contormance wrth ASTM 0 1784 (eell elass 12454-8) 4 Pipe Coniprms lD ASTM D2241 5 Fipe is praduced wuh beII and or plain end in 10-foot and 20-ioot lengths Check with PWPipe Tar availabElity 6 Inside diameters aaey due [a allowable manufaeturmg talerancft 7 Approximate weights are for estimatmg purposes nnly 8 Grate weights ara fvr 20-ioot lengths 9 All orders are subjeet to fmal accepiance at the Eugene office , - RACIFiC WFSTERH E][TRI10ED RLA$TtCS OGMRANY PO Brns 16049, Eugene, {]regon 91440 (541) 343-0200 Reorder Na MIiXF-813 06 I Average number vf sohrent cemented joints per pint ei cemen#. - I P 5 CEMEPIT , NUMBER 'h" dia V." V 2., 3., y.. 57 8" 711 175 135 88 65 , 49 37 22 19 6 4 3 2 , 717 175 135 88 65 ~ 49 37 22 16 fi 4 3 Z _ 705 140 97 59 47 ~ 35 26 48 15 710 130 90 SO 44 ~ 33 25 ~ I I ~ ~ I ; ~ I ~ I , I i ~ ' i ~ PWP§pe 1_ Da#a Sheet: Stream'line" Sfllvent Weld Pipe-IPS Siie i IRS Pressure-Rated PVC ~may 1996 - Streamline P.R.1G0 - SDR 26 ~ j ~ Nommal Average Approa FAinimum Rpgmx i_ Pipe Outs~de fnside Wall Approx Length per Crate Sire arar~ter Diameter Thickn¢55 Weight Crate Weight lisf Pnr.e (InChes) [fnehe5) {Inches) {Inches) (Ihs1100fty (feet) (Ibs) (510011) $ i i'1~ 1 660 S 52 0 064 21 3920 830 1Ih 1900 174 0073 28 3020 940 - 2 2375 2 18 0091 43 2100 910 2'h 2 875 264 0110 63 1460 m ' 3 3 500 3 21 0135 94 150a 1410 4 4 5M 4 13 0173 155 9fiD 1490 5 5 363 510 0 214 237 - 760 18M fi 6625 607 0 255 337 520 1760 ~ 8 8625 791 0332 571 3DO 1710 i0 10750 986 0413 895 240 2120 - 12 72750 1170 0490 3250 120 750D SheamCine RR. 204-SDR 21 - NOminaP Rverage Approx Minimum Approx Fipe Outside Inside Wall Apprax Length ~r Crate Size ❑iameter C~iameter Thickn~ Weight Crate Weight Lis1 Pnce (Inches) flnchesf [Inchesl Dnches] (Iq511f%11t] (faet) (l65) [S/100i} % 1[i50 0 92 0 OG0 12 8100 9000 5 1 1315 1 18 0063 16 m 1030 1 Y~ 1660 1 49 0079 26 3920 1020 1 Y4 19DO 1 70 0090 39 3Q24 1020 a 2375 2 ia 0113 53 2100 iiio ' 21A 2875 258 0137 as 1460 1140 3 3500 3 14 0167 115 1500 7130 4 45M 404 0214 190 960 1830 I F 5 5563 4 99 0265 290 760 2210 6 6625 594 0316 413 520 2150 B 9625 774 0410 698 3m 2090 5treamline P.R. 315-SDR 13.5 Naminal Rverage Approx Mirnmum Apprpx Pipe Qutside Inside Wal1 Apprax length per Crate ' Sire Diameter Diameter Thickness Weighl Cre[e Weight List PnCe ~ flnches) (Inches) (Inches) {Inches) (IbSl100ft) {teet} (Ihs' {$f10010 Ih 090 a tn 0062 10 10.000 100D $ . 1060 088 0078 16 8100 1270 1 1315 > >a 0097 25 6300 1540 1V. 1660 139 0123 39 3420 15A0 I 134 1ON 1 59 0141 57 3120 1550 2 2375 193 0376 BU 2700 1690 • 2'r4 2875 241 0273 119 1460 1720 3 3 5M 2 94 0 259 1 T4 1500 2810 4 d 5p0 3 78 0 m 28B %0 2760 ; 4OvERy ~ General Nates , 1 Ylfl pipe i5 N3F hStEd ;2The tallouvmg pipes sre IAPMd listed PR 200 6ell end - %,1, 1Y,1'h, 2, 2%, 3. and 4 mch, PFi 315 kell end -Ih, 2, 21,5, 3, and 4 inch, PR 375 plain end - 2, 2%, 3, and 4 mch ~ 3 Pppe material Es in canformance wrth A57M D1184 {cell Gass 12454-B} 4 Pipe conlarms ta ASTM ❑2241 , ~5 Prpe is produced with hell end or plain end in 10-iupt and 2U-foot lengtha Check with PW?ipe lor availa6di[y 8 Inside diameters vary due ta allawable manutactunrtg tolerances 7 Approximate weights are inr eshmahng purpows aniy 8 Craie weighFS are fav 2D-foot lengih5 9 All erders are sukject to final accep4ance at the Eugene offiee - PACIFIC WESTERN E]CTRUDED PLA5TIC5 COMRAIiY ~ P4 Box 10049, Eugene, Oregon 97440 - (541) 343-0200 Reorder No hSKFF-813 5M i ' ~ i Average numher of solvent cemented joints per pint of oement. I P 5 CENIENY I ~ htl1MBER h" dia '1... I.. 1,1.. I i,R" 2" 3» 4., 6.. 8" 10" 711 175 135 88 66 ~ 43 37 22 18 6 4 3 2 , 717 175 135 88 55 I 49 37 22 18 6 4 3 2 TQS 140 97 59 47 ~ 35 26 19 l5 710 130 90 50 44 r 33 25 I ~ ~ , ~ e INLAND PACIFI+C ENGINEER.ING 707 VLrest 7th Avenue, Suite 200 Spakane, WA 99204 'Feleph4ne: (509} 458-6840 FAX: (54i9)458-6844 FAX TR14NSMITTAL DATE: No. OF PAGE5: ~ (tncludingcover puge) r xa: fl Pdrt ! G a'7~ tr' FAX 9: T~ CONIPANY; PHC?NE#; F'R.OIVI: c~J6 P7 41 fdl0 ~./~~,II .T4B#: ~'.~.78 `1I PRLJ,IL+C,R ilAl7ACr: aRIGzNALIrr MAIL: Cl YEs 9N0 Nf3TF'C• - r r Zf. S1_~,s.~ I ~ yT~T S ~ -S ..~~~5 ~°J f 'S ~.~Pr $ CrL9 !P . ~~.e.Jr,Cf ~G 1`~ JfrJ ✓.I ~G' ~v ~1.~ ~ ~ /.cJ~^~.(~ h~ ~ ►/rs Gr .,l~s~ r. 3 _4'/~o's,~G ! ~ ~ • J [LEV. 997 0 WQRM31FA?tSFiE~£'T WPl] ~ June 22, 199$ INLAND PAC1FlC ENGINEERING, INC. IPE WO #97204 ~a le~ 0f' yr Mr Ken Tupper ~i~,~~I ou 1~ r`~C Tupper Rea.lry _e "J E. 12929 Sprague Ave. Spokari,e, Washington 94215 Ite. Parc Centre 5treet and Drainage Punchlist Dear Ken- This Ietter transmits a Jist of street and starm drainage canstnzctian items for t.he above referenced resadential deveZQpment that vaere observed durimg afield inspeGtion performed on June 18, 1998. The xtems listed below eifiher have not been caimpleted, vr are curren.tPy in non-conformance with the appraved praject's plans and specificatiQns amd applicable Spcakane Caunty Standards for Rtiad and Sawer Constsuctivn. This letter is based ara itecns observed during asite visit on Tune 18, 1998 and is lianited to areas of the improvernents whase adequacy cvuld be visually detetmined at the tirne of vur visit The absence o£constructian items frar~ tilis list in na vvay impIies that any unlisted item(s) have beert appraved orr are acceptabPe under current County Standards Curbs and Sidewalks ~ E Broken curb was observed alvng Pierce Rti and Angelv Ramau, a Spakane Cvuuty Inspectv,r was notified that the abserved curb an+d any gther curb da.maged during constructivn of the sewer afong Piecce Rd and 12'h Ave. will be the respansibility of the County's eomtractor. I'nnds ~ Tlae pvnds along 12' Ave. were verified far size at the tirzae of aur inspectadn Dan Judd, aSpokane County Inspector wa.s aatified that the pand sizes had been verified and that aray soil placed rn the ponds duxing cvnstruction of the sewer alvng 12' Ave. w411 have tv be rempved by the CQUnty's coutractox. General 1 ~ - ~ / , ImA If you have a.ny quesfiions or cancems regardiag any of these issues, please give me acall. SII1Cer.P.lya Inlarid PaC1.fiC E37g1T1eering, 1.[1C. JC7hn E. MCKeI Vey, E.1 T. ~ cc' Mike Wilson, E11ez' Consfruction 707 West 7th • 5uite 200 2020 Lakewood' Drive • 5wte 2G5 Spskane, WA 99204 Coeur d'Alenc. iQ 83814 509-45$-6$40 • Fh?t 50$-$58-6$44 20$-765-77$4 •FAx 208-769-7277 ~ (Q',~ ~ INLAND PACIFTC ENGIv~ERING, INc. ~ 707 W. 7kh Ave., 5uite 200, Spakane, WA 39204 (5€79) 458-6$40 Fax: (309) 458-6$44 TO: 5poka.ne Cvunty Engineers 1026 West Broadway Avenue DATE: June 26, 1498 SpQkane, WA 9426[} Z. P.E. PROJECT 97204 " ATTE1VTIflN: T'RC3JECT NAME: Pare Centre Descriptian ~XerQx F'rints ~ Copy rsf Letter Q ~ (]raginal Drawing Contract I7ocuments 0 ~ Work Authoriz.atian ~ Report ~ 11Ta. Copies 27escriptican 9. Daily InsDectifln Revorts #25 throu~h #29 fnr the pertod 6-5s98 thraugh 6-15-98. Purpose [I] Tnfvrmativn ED Review & Cvmments 0 Per Youar Request = Written tlppraval ~ Sigmture & Retum ~ ReI17 arkS SigIled: Judi Leo Cc: Kext Tunner D ITRNShTP PMS ~ ~ J-une 22, 199$ INLAND PACIFIC ENG'NEERING, INC. IPE WQ #97204 Mr. Kea Tupper Tupper Realty E 12929 Sprague Ave. Spokane, Washingtmn 99216 Re: Pare Centre Street and I)rainage Punchlist Dear Ken: 'I'his letter transmits a list 4f sbreet and storna drainage cvnstrucfivn items for the abave referenced residenfial develapment that were vbserved during a field inspectivn perfarrzaed on June 18, 1998. The ztenns Iisted bePow either have not been campleted, vr are currenfily in zaon-conf'vanmance with the apgrvved preaject's plaras and specifications and applicable Spokaue County Standards far Road and Sevver Construction. This letter is hased 4n items observed during a site visit on Tune 18, 1998 and is limited ta areas af the iinprovernents whose adequacy could lae visually determine.d at the time Qf vur visit. The absence af cvnstruction items fram thiis Iist in nv way implies that azty unlisted iteru(s) have been appraved or are acceptable under current County Standa,rds. Curbs and Sidewallis - Sweep aff curbs an+d sidewalks. Braken curb was vbsenaed alang Pierce Rd, and Angelv Rvman, a Spakane County Inspectar was nvtified that the observed curb and any Qther curb damaged during construction of the sewer a~ong Pierce Rd. and 12' Ave will be the responsibility af the County's contractar. Ponds - Pvnd F requires the installatian of sod and iraigation. ~ The gands along 12''Ave. vvere verified fvr size at the tirne of vur inspectivn. Dan Tudd, a Spokane County Inspeetar was notified that the porad sizes had been Verified and that any soiL placed in the ponds durang cvnstnictivn vf #,he sewer alvng 12' Ave. wiff kave ta be removed hy the Caunty' S contractor. General - Insta11 street sign per construction nate 7, sheet 2 of 6, P'rerCe and 11 ' Lane. If you have any questians oar cQncerns regarding arry o£ these issues, please g4ve me a call. Sincerely, InIand Pacific Engineering, Tnc. - Jahri E McKervey, E.LT. ~ ~ F ~ cc: Make Wilsan, Eller Cnnsfiiuction 707 Wes[ 7th • 5wte 200 2020 Lakewcsod I7rive • 5uite 205 5pokane, WA 99204 Caeur d'Alene, 10 E13814 509-458-6840 • EAX 509-458-6844 208-765-7764 • FA%. 208-764-7277 1709 tLLEK LUKNUKHIIUN ~ J UI`4-1 ! -1'j'jd , . just a fax roxx~. ::~.;r•.•,~;~; coRpoIRA~TOr~ ELLER ~ : ust tn~eats . P.O. 80X 117 ~IEWWN ~KE, WASN1NGTON 99Q25 ~ ~ `PHONE: 22R333 FAX: 2211332 D2F3909032 223-ME1: j•E-RC*242 C3 ~ ~an ec]uaI apParturtity e»:ployer ~ _ r 1 ~ /f"~ ~ = ^ r ' DATE: 6 lr~ TIlNE: TQ: COMPANY: PHONE: FAX: , jVESSAGE: FROM: FNCLUDING '~HIS COVER SEIE~T 2 IF YOU DO NOT OF PAGES ER OF StMETS, PLEASE CAI-L 226-0333. RECEIVE THE AB4VE Nt1MF3 JUN-17-1998 35:19 ELLER CORPORATIQN P,02 e ~i - C . . . ~ r'li ~ ~r- - • . • ~ SE~J9~~ I etf'~ eI' `-~l ~~Pl*.I C1~_. il+Ce.~(~? ►v.~_ . ~ ~ ---~--•-----s• r^- f'7Z-fl~i~~ ~ Ro s7' ~ ~ E.~►7 T~ ~ f _ ~ - - ~ ~ _ . f ~ •I _ / ~r'O ire y.l^_'D r.~ rs_r~ . ' ~a.t ► 4°.~~f ~ S4.r4+GC~ J ' ~ dC -fCr+YiCe ~ - . . _ ~ . . . . . • ' • - - - - _ _ I ~ ~a71' ~ . ~ c ~P_t i ~ . tr 7 Z oyy~•,~ Y3 . 9! . - - - ~ .~..1 ~ _A P -A J. d ~ . ~ ~ . a._ ~ 2 er Y 3. :Z . 6 ~ 13 ~ f z., r ~ ! G Z. ~j-~~ _ . . 17 L0. 3 ? r 26 1A -.=F/ - 1 z ca I a Yr. G.S ~ rOTPL P. 02 . ~ ~ INLAND PAGTFTC ENGTNEERINtx, INC. 707 w. 7th Ave., suitie 200, spokane, wA 99204 (509) 458-6840 Fax: (509) 458-6$44 TO: spakane Ccsuaty► Eugiaeers " 1026 Weet Braadway Avenu$ . I]ATE: .Tune 12, 1998 Spokane, WA 99260 I.P.E. PR(]JECT 91204 ' ATT~NTI[]N: PR4TECT NAME: Parc Centra Desc ription E] Xerox Prints E] Copy af Letter ~ ~ O~iginal i]rawing ~ Gantract Dvcuments ~ ~ Wark Aufihnrizativn ~ Report ~ No. CoFies pescriptivn 1 Hailv Inapection Reporta #19 thrnuRh #24 - , for the per#.ad 5-28-98 through 6-4-9$. Purpose ~ Tnf'ornatian Review & Corrunents ~ Per YoBU Request ~ Q' Written Apprvval 0 Signature & Return RemaTkS 5ignecl: Judi Lea cc: Ken Tupper D 1TRN5M'r PMS ~ ~ INLANIa PACIFIC ENGINEERING, INC. 707 W. 7th Ave., Suite 200, 5pakane, WA 99204 (509) 458=6840 Fax: (509) 458-6844 TQ: Sgdkane C+nunty Engineers I026 West Brnadway Avenue DATE: Mav 29. 1998 5pokane, WA 99250 T.F.E. PRQ7ECT 97204 ' ATTENTIQN: PF2C}JECT NAME: Farc Centre DeScrVi0n Xexax Prints ~ Copy of Letter ~ ~ Original Drawing ~ Cvniract I}acuments ~ Wark Authorization Ell Repvrt 0 Na. Copies Descriptrora 1 Dail.v TnsDection Revor'ts #15 thrvugh #18 , far the neriod 5-21--98 t'hrough 5-27-98. Purpvse ~x Information E] ReView & Cvmments Per Your Reyuest ~ Written Apprcaval 0 5ignature & Retum ~ ReITTlarkS Signed: Judi Leo CC: Ken Tupperr O ITR,N$Ml' PM$ ~ f ~ 1NLA[VD P►4CIFIC ENC1NEERIiVG 707 West Tth Avenue, Suite 200 Spokane,WA 99204 Telephune: (509) 458-6840 FAX: (509) 458-6844 FAX TRAlVSM1TTAL D14TE: May 22,1998 Nt]. OF PAGES: Including Cover Sheet T(]: Steve Wilsvn FAX NO.: 226.1332 CDMPANY: Elder Gorpnratian PHDNE NO.: . 226.0333 . . , . . . . FROM: i Bruce Hvward JOB Nm.: 97204 PR@.9EGT HAME: ParG GQn#re Inspection Sumznary ORIGIN1alL IN MA[L: 0 YES 10 NO NvrEs: sreve... Per your request, we ha►re prQpared the tollawing summary of the inspectivn activities ta date. "'1ease nQt that the items mention+ed an the attached memo have not been accepfed far final )praval as much af the construction activixies are remaining. (ie: final grate adjustments for starm structures) The activities listed an the memv do s'how adequate performance and there are no _ vutstanding +deficient fests ar sub-standard wvrk items ta date. Thank you for your cvoperation on this project. Bruce A. Haward ccc: Ken Tupper kffMoRANDUM Frvm. Jvhn 1VlcKervey To: ;Bruce Horvard Date: 5I21198 RE: Inspectivn Summary For Parc Centre -Job # 97204 Bruce, The follawing is a surnmary of the inspections and testing that have been canducted at Pare Centre. - A11 sewer and water back,fifll has met cQmpactivn standards tQ within 1ft. of subgrade eTevativm. ' - All storna drainage strueftures ( i.e. drywelPs, catch basins, crnp) vvere Qbserved during installation and were installed in accardance with SpQkane County Standards. - Compaction test,s were conducted a]Qng both 120' AVe and Pierce Rd. fvr frontage improvements. T'he results of the density tests showed adequate cornpactian of the suYagrade naaterials irn these areas. - Campacfion tests were conducted along a partion 4f 11 'b Ave. for placement of curb & gutter. The dersity tests conducted shawed adequate compactian of the subgrade material at the test location.s. Not a11 areas of 11'h Ave. were ready for subgrade compaction testing. See attached site n2ap for the l4caiions of areas that were not tested for curh 8e gutter suhgrade. - - _ _ - = . CA ~ ; , ; 17 19 20 21 x ~ 0 7. ~ r i ~a r ~ , 15 14 ~ 13 ~ i i + R ~ t"J - • ~ r i ~ ~ `a 12 1 L..., ~ I 6 I Z` ~ [.Z TT ~ ~ a ' R . ' r I ~ ~ ' ~ j •f I ~ . 2 . I ~ S ~ I 9 + 10 cl~ I it ~ . . r r i ~ ~ ~ ~ 4 - 1 1 ~ r ~ ~ 6 - - - - _ - ..r _ - - V - - P _ L!"^ _ _ _ T _ _ _ _ y - ' . - -s o -a ~ - - r- - - ~f1~.-.~ p I ~ ~ + ~ , ~ • I a~ . 12th AYE]KM ~ r- ; ; . . ~ , ~ ItO INLAND ~'ARC CENTRE I~f S~"ECTION 9720~- PACIFIC EHQ~N~E~I~~ aA`~E: O) ~A/ FIELD REPORT Nv. IS ~ 707 West 7t, . Wte 200 c509y 458-.SS40 ~ P A G E o f ~ Spvkane, 1YA 99244 FA~?f: {5R39) 458-6844 ~ I ~ 00, r . j~'e[;x' - • r " '}.s ; - .;v~. : eTka'0''. np ,-s` • o 1~t; ' . . . , . . _ :':atT+~`; . 7 . ~ INLAINM PACIFZC ENGrINEERIN+G, INC. 707 W. 7th Ave., Suite 200, Spo'kane, WA 39204 (509) 458-6840 Faac: {509} 458-6844 TO: Spvkaae Couaty Engiaeers May rS. 1998 1026 West Brc~adway Aveaue DA'~E: Sgokane, WA 99260 I.P.E. PRC?JEEGT 97204 _ " ATTENTT4N: Jim Radke FR(]]ECT NA1vIE: garc Centre DeSCr1pti0n E3 Xerax Prints Copy of Letter E] E] i]riginal L)rawing 0 Contract I)ocraments E] ~ E] Werrk Autharizatian ~ Repart No. Copies Descrrptivn 1 Dailv Insvection Itevnrts #11 thrvugh #14 for the veriod 5-6-98 throuRh 5-11-98. Purgose M Irfvrmativn 0 Review & Camments ~ Fer Yvur Request E] Written Agproval ~ Signafiure & Return Remark5 Signed: Judi Leo cC: Ken Tupper Lt IlTtM565T YMS ~ V'~05t13f1998 13;37 50953497$7 INLAND ASPHALT PAGE 0 1 • ; ~ PHONE t5691 s3146P CONTPJWM IfE613rAMoN rtr-t.IrNlt-*$bW FAX Pft] 57~-~7 inli~~~ Asp~aft C11impQny 5lNC81,o34 ~ 811 t E SROAdWAY• P O HO3C 3360 •$PAKANE. WASHINT'rTON 89220-3366 FAX GOVER tEYYER ~Zgb ` cc: Lm a %ft F~~ A7TV: ClMpANlt: ~ ~ ~ we 5-- 3 # UF IPAGES . ~ . 1NCl"ING COItEe PAGE FRQM: . REF: ~ ~ ~ ~ ~ ~quar Oapoftniry Emarayer ~ t%65l13/1958 13:37 5095349187 INLAND R5PHRLT PAGE 02 , . i 5 P C7 K. A N L C~7 L]' N'T Y Dn►ni[~~ ~ENGMEE024r, AM AORn6 ~ A bnrMM*F17MF'IJaljc Wv=Dm^RncVKT Wiiliam A. jdmPX. CawAy bqonm D*Mds M. 5cntt, F.B.. Dicvtos Much 17, ~gn Caftd Pt~Nfi[ CoRCrdC Compny 5111 ERmadway Spolam WA 9922D . Affm Cmig Matteson Re; Certi&iaoon of CSTC with CmKme CnMdiW Dew Q-ai& . This is to em-ffy thid- The resdbvfthe bb ftnica ou CSTC mith concrft s"ms% audwd =d stock pRed at ft Fkma Road tP►+i platak hd *9 t'w muceW is ia com&mance mi compfince with C.STC speci~'r~tio~~. The$ soenroe is approved €or um au Spokae Caunty Road prqeds. Acoephmo af the CSTC mdaW vnri tic m*jea to amcl Lmud on ~M aW fidd tsfmg a#'the matmisl, for each Spokeme County road pivjeoL Thank yau for your coopemlion, i€']ou haw any qeiesti.ms plae cantact me at 456-471d. Siritapi3', rH~e Ror~d bWcdah I.ab 3026 W. Sratdway Ave. •-qpkur,, WA 94280-017U •(50'9) 45&36d0 FA]( (9D9) 3243i98 'I'[)r)• (509) 314.3166 ,r.. . ~ . , . . « . , . - - ~r ' . • , ara. _.r ~ s . i . . .?.a„ .i . ~ ' iSa: xp'~' 7`r ~ INLAND PACIFIC ENGINEERING, INC. 707 W. Tth Aue., Suite 200, 5pakane, WA 99204 (5419) 45$-6$40 Fax: (509) 458-6$44 TO: Spakane Comty Enginleers ~p T9'9$ 1025 West Broadway Avenue UATE: Spolcane, WA 99260 , T.P.E. PRQJEC'T 97204 " A'TTENTI[]N: Jim Radke PROTECT NAW: ParcCentre DeSCr' p$10n - ~ Xerax Prints 0 Copy vf Letter ~ ~ C1riginal I)rawing ~ Cvntract I]ocuments ~ E::] Work Authorization FX-l Report ~ No. iCapies Descriptian , 1 Daile Inanectian Repoets #1 thxough #10 fflr the pariod 4--22--98 thrauah 5-5-98. T'urpase a Informativn ~ Review & Cormnents ~I Per "i'our Request ~ Written Approwal 0Sigmture & Return RemaI ks Sigiled: 3udi Lea cc: Ken Tupper o ~TRNsMr PMs q4~1~E~F ~ 1~ORTHWEST AME svILs, rEsrrNG & rn►sPEcTIoN WaRK AUTHQRIZAATI0 N AfIiIENQMENT Tfl ATTACHMENT "A" DETAILED [3ESCRIF'TIaN DF WORK Pare Centre (22 aesidential Ivts with Private Raad Frantage) Construction Inspection STI Northwest W.O. # 97204 ST! N❑rthwest will perform Construction Inspection senrices as outlined belaw and charge far said services on the basis flf 4ime and sxpense. A. ROA'D CvN5TRl1'GTIi7N INSPECYIVN OF: 1 . Earthwork and Subgrade Preparatian. 2. Placement and compactian af ali bas+e materiaC 3. Placement and compactivn of pavement. 4. Curb and sidewalk instaRlation. 5. Drywefls, irr'lets, and generai facilities. 6. Tempocary drainage facifities. 7. Erosivn contral. 8. Cvorciinativn with Spokane County. 9. Preparatian and submittal of "Record Drawings°. 10. Svil testing far campaction and backfill far items 1 t}aru 5, and sewer ins#aIlatian. B. oirect 'Expense 9 Mileage a# $0.30 per mile. 707 W. 7th Avenue, 5ui#e 200 • 5pokane, WA 99204 • Pharre (5(]9) 458-6840 • Fax (509) 458-6844 Inspeetion page 2 2. DESGRIPTION L]F WDRK Inspecti❑n by STI N❑rthwest perscannel ar ather agency persvnnel shall not relieve the cvntractor af his responsibilety ta canstruct the faeilities cQVered by this agreement to the line and grade shawn vn the approded plans or as staked by the engineee. This cvntract agreement daes nat inc1ude corastruction rnanagement vr scheduling activities. 1. The scope of these c,anstructson engineering services incfudes: A) Periadic vbservativn, teparting, and sail festing of specific r,onstructiQn activities on this project which include; Sewer Backfill, Bases, Subgrade, Pavement, C+ancrete Curb arad Gutter, SFdewalks, and Storm Qrainage; F3} Maintenane.e ofi aIC constructian Eecords refated tv canstruction actiaities ❑utlined in paragraph "°►4" above, whEch may include; daily inspectivn reports, manufacturers' certificativns, materiaA test reparts, and correspondence; C} Assurance that the cons#ruction of the raads is according tv the approVed p1ans accepted by the SpQkane Cvunty Engineer, Spakane County GeneraB Provisivns, the S#andard Specifcativns, and applicable portivns of the WSaOT GonstructiQn Manual; ' a} Development of f'vst Canstruction Record Drawings far Street and Storm Drainage Facilities; rt is understDOd the facilities inspected by firms ather than 5T1 Northwest wilG be certified by thvse firrcas in a torm acceptab7e 4o Spakane Caunty; E} Caardinatian vf the testing af construction materials for campliance tv fhe plans accepted by the Spokane County Engineer, SpoEcane CDUnty General Provisians, the Standard 5pecifcations, and applicable pvrtions v'f the WSDOT Constructian Manual. Some materia1s festing will be pertormed by athers and billed separate[y . frvrn 5TI Northwest billing, 2. Privr to acceptance of the raads and drainage facilities by Spokane Cvunty, the Engineer shal'I s+abmit all constructaan recards and the Record ❑rawing to the 5pakane Caunty Engineer. 3. Ti he effart required to camplete inspectivn in accardance wi#h Caunty requirements varies widely and is cfosely related tv haw well yvur cantracfor plans his activities, cammunicates with, our inspection staff and the quality of his wark. We strongly recvmmend a pre-cvns4ructian rraeeting with yvu, yaur cvntractaT and STI N❑rthvvest personnel privr tv cvmmencement of cflnstruction . ...:r-- s. . n~. cr-. .6ce r1. w rwu~~-crac r~cr~- L.~ . - ~ r6n-i~sJr~ r. 0-4 iOCY-16-Y997 16:19 ira.RvD PAC tF tc U45 P.0a Inspet;tion page 3 STI Narthwest will pcovide as muCilSpiE and materiafs testing ifl house ss possibf$, bvt w+l{ nat hesitate to use outs'fde cvnsu#tanls where their specialty is required. We fee1 we can pravicie better setvice in quality eontral, and 3treacnlin8 the inspedion ptocess as required by Spvkane Lotmty. STi Nonhwest has a nuclear donsammter for compaction testir3g that rerzts out vn an hauriy baSrS. ThB SoilS and Ma#erial tBSting is billed Qn a time and expef15e baSfS A mot°1thly t'nYf3tC8 wifl be paepated and sant to yvu for the soil and materials tes#ing. Tha amount of tesTino is im,pvs3ible to and*at~, and vMiF re4ulre your contractar and oonstWion manager 30 coordinate with vur tnspedon department. As yvu know, there are soiEs and material tqSting gufdelines requir6d by Spakane Cvunty, but the requiremgtU are or+ly the eninEmum and additionai tesfing may be rtquired. The services described hmir1 vAl1 bs perfvrmed 8s needed and billed on fhe basis of time At'td expense as autl,ned in the maximum hauriy bilring rates by jvb dassification Fncluded In the Wvrk Aut'torizabon. You shauld budget $5,000.00 for the inspection services eutlined attvve on a vne time basis, and yvu should budget $1,800.00 for sails and maceriei testir:g. Mr. 6ier► Tupper agraes to pravtde to STt or amwge far apprQprEate oertif cafians frorn ather firtms and to include prvvisions in thefr conStruc.tion contrWs to back char$e "V contrac#ar for the cost . vf STi senViM which may be required ior re-inspectiori ar re-testing ot iacillties avhioh failed t4 ~ee# the required bt8fdards. 8 i[firgs Fcu said te-€nspecfions will be car8iuliy ldentffled on - aYI's bifliraq to Ken Tupper. Ken Tupper vvill~be responsible to bacc charge his contractvr, _ It ls also understoad that no rnork sha1l avmm9nce rnlthin any pOKtvn +of the proposed SQokane . Caunty Right of Way vAthaut first obtatnirg a written permit and sppr4vei plans from the County EngErw. it i$ alsa undePS#ood [hat sny projeCt €aCllftles COns#ticted with0ut adequate inspection and dgmmori#ation by STf rrAii be femaved and rocCnstructed in acwtdanr,e with approved project plans and Spakane County Specif#cations. or SfiI will nvt ba respansib[e for praject certifiratian or submtssivn aF recocd drawinQs to the Caurrdy Engirte+er. ilCCepted: STI o t Accepted: Ken 7upper by- by: date: C date. ~ P Sent by: WarkCenter 250 5095359589 ❑8112198 4:52PM Job 35 Page 418 9112lq9 cancrete Reporc Page i PrajECt: FdrV Cenfer ~D~ H~m~ers 99154 C tecatzan; 5pvkane, Wk Gate Dete Otp. hix Slusp A:r 5pec Set Cy1. Bate Load 5trength W GasE Rereive~ 5ampie Locatton Rep. Nn, (in.) Z fp51) Ha. No. Tested Rgcl (kipss (psO 5pec 5101192 6l02l98 Curb S 6utter, Ilth Avenue lfl 1112 1 4.1 3000 tCAA Station 15 r 30 kight 98-0544 5108148 T 310 3890 :30.7 98°0541 6I2914g 28 146 516i 9721 98-0542 6129f96 ZB 154 5310 :77 48-0Sfi3 H 614314$ 6!'0419$ 5idewalk, 12th ffvenue 45 113p 6 5,4 3000 4CA9 statian 10 } 95 98-0568 e11019B 7 99 350}) 11; 98-0564 ?101148 20 118 4170 1Z5 98-0374 7l01l96 26 121 428u 143 99-4571 H t :adicetes 5et not sajtp!et1 by Budinger & Assvciafes. Budinger & AssacxatLes E. 3820 F-adway Spakane, Wash'sngton 99202 . ~ budinger & u.7soci4ites Y SLgi geotechnicai & ma#erial eng6neer TRANsMIrrAL zO: C. QA7E: I Sk. ~ ava NU~BER: L q JvB NAME: -?n,r .Et3H LOCATInN: +Gentlemera: Enc;csed herewittti A{ease find ~ capses vf the fcEivwing s'tems: Samples LabaratDry Resuft5 P1ans Resume Lerar Pre!iminary 0ata P.ercr►s Other DESCFtiP7laN These are ransmitied as checlced beiow: For Appcava[ As Requested For Your Lfse P18ase Aeium i3enumed as Agresd Other . REMAAKq' . . cZ: FM rOs# SiGivE7: V;+ :~`Z&q , CC• Lesf lnglials ~ ~ .f 90 14 Cvncrete Repor? Pa Prn]ect: Park Center doh Humaer: 48164 L Location: 5pokafle, WA bate Oty, hix 51ump ATr Spec Set Cp1. 4ate Lnad 5trength (Z) ~.ast keceived 5arple Lacation Rep. Ho. (in,) I (Psi) No. #io. Tested Age {kipsl (Asl) 5pe~ - ,af4f19B 6I02198 Curb & 6utter, iltfi AvenUe 14 1112 I 9.1 3040 tCAA Stahnn 15 + 30 Right 98-0544 6108P98 7 110 3890 134 98-4541 4129148 2A 98-4542 6129198 28 98-4543 H 6P03198 6104198 Sidew8lks 17tI1 A9eR1lE' 45 1130 (S 5.4 3090 tCA9 Station 14 + 95 - 98-0568 6114198 7 99 3500 117 98-0569 7101I99 28 98-0574 7141198 28 98-q5dl W t Indifates 5et nat saipled hy Minger gA5s0Ciates. budxnger & A5sociates MAXIMUM 'DENsiTr & M~ - ~ IS~uR RvES - ' • :Yf ° ~ • - ee., 'ECF NO.: PROJECT NAME: e.116PAQ9?h -~?Tr~-~~ra Z~ ■ r~ ~ 1~L t.~rk! L`~ 1~!'S R~--I~rL?' ~,~fz, FE AiwvS - ^aRMPil 'AEO,: /14 ~ 1 ESI iJMTl1 ~ i 5TANDARQ COMPACTION TEST S1ZE a~ . AiOLD ,~rn ' ~ j 1`F-SY NO. . 1 ~ 2 ~ 3 1., 4 5 f ~ M41ST1RE CClNDMON r WEIGHT QF SOIL & A+~Qf~ Z~'t°1 Z5,`~~ 3 ~ WEIGHT - M❑LD NET WEF YVEfGH I" SOIL to, auf jc,,4~ Sz: t3o- ~ NET DRY YE1+GHT S(31L VOL OF M(}LD 0°7~ ~ ~ ~ . az DRY ❑ENS17Y pCf c FFW # WET WT. (]F 5OIL dc TARE 06p b.04 11 1 , ► ~ 12 dF SOIL ~L Tl~E g'~ 72' J~~ WEIGHT - TRRE {~~70 0,714 6,?o r s WEIGHT - WATER L ~ WEIGHT wDRY 501L -7,7U' 7,48 MOISTURE X OF oRY Wr. 7.7 e>.?:" t s 0] sQEL cLAsS w us - 2ec-ye , ~ojc.. % PAJSINCs 3r4 Pf4SSING #4 MA?CIMUM DETISITY pcf j • ~ ~ ° ' ~ ROCK CORR. MA7C. DE7Y DEN. pcf 0 , ~ i OPTIMIlM MOI571lftF 97 . ~ % ! rA i 9 9 I ~ ! 9 ! I I~~ - f e i € ~ ~ . ` p 1 1 ' Ep I~ I:E ~iF a~ ' P E I INLAHD PACMC i. ENG[MEEFIINCi p 5 10 15 20 5 3fl 35 - 40 45 IVf OISTURE OF I)RY wFFf',MTl MAXIM~/~ PENSITY & MOISTURE [.C URVES ~ IECr No : 77,70 4r PRorE:cr wme Xr~ _ ELEvATIvN: ~ : .s~r'~,~~.~ ~ ~ ~~~u~w~~ ~cr~ ~.,.-~.~~+~'rr~,~. ~°~►~a t~'~ ,f~r: 5~r~t~ ~ro: ,/~J ~l j~ - ~ { ~ ~~~s~ • . ~ TM DATA ~ corapAcTIoN TESr sIZE ~ r. srAwDARD ' - 1 mom ' TEST Hfl. 2 3~ 4~ 5 MOISIUf~E CONDi~"fOH ~p,,,~i YVEiGH7 OF SdIL & MaLD ? 10,~ ~P•5S ~~-p~-~} . l~~ . WEIGHT - MaLD NET WEf WEIGHT 50iL 130- J I NET QRY WFJGFff 5O]!. IfOL OF Mi7L[] (]e1~~J I d t DRY DENsInr pcf _ Z ~ j, 7 1 ~rc. ~ zar r LJ-J ' PAN # wET r+YT. flF so[L & T►aRE Io.I~ Ic/ 741 !0•0, ~ /0. zA,(_q. ~z ~2 9 DRY WT. pF 5O!L & TARE ~5,2 9S$ ~-7d WEIGHT - TARE 0.~~ -7'j~ • , t ~ 1 t I WEIGHT - 1NATER ~ ' I i 0.~~' f~.5.~ WEIGHT - DRY 501L - ' IWalsTURE % OF DRY 'G►vT, ~ C}5 &.0- 5 I ~ . V7 " m 1.,E I -j SC?IL CLA,Ce _ % PASSING 3/4 0 ia l I ~ FA,SSIIkG #4 ~ MAclMuM DEvsqY pCf RoCK CC}RR. M43[. DR1' DE+I. pcf r~ 100- i = QP71MLlM A+IQZSfiIlR~ ' -7_ % ~ - . f~ 9 1 i ~ I S i~ 'I 7 ~E 901 ~@ 1 ~ f e ? I E P' ? I ~ ~ , i : fNLAN[] I PCA~'FI,~+ f 1 1 CNIGIHEF-RING ao- 6 5 10 15 20 25 ~p 3$ ~ qs 45 r+w Aif"1P(ZTF POr_ 104 MACIM UNl~--;DENSITY & MOISTLI-n-E CURVES =PROJECT NU.: PROJECT INME ELEYAT10N: •~c•~'~-!'l~_ S4lAPLE NQ.: • e I TEST DATA ` coMRncTrON rEsr SIZE s 3 srANoAR❑ 5'7 ~.~57~l•~ MoLo ~ TEST Hla. 2~ 3 I 4~5 a ~ M(71STURE CONDMON j3 ~ WEIGHT ClF SD[l. & M(3LI] ' WEIGHT - MOLD . M 3 NEj 'VET WEIGHT SflIL . ~ AIET DRY WEIGHT 5fl1L P V4L +OF MaL.D o ~ ~z a DRY DEN5ITY pcf I713 P~, # /rns r p~s .~.~~5 r~6 w`r. OF s0I~. & T~tE t ~p ~ so~ (.1~1 77 .~0 F ~a ~ DRY WT. OF SOIL & TARE~ ~W ~ wEfcHY - TARE - WEIGHT - WATER 3 L WEIGHT - DRY SOIL N.-I a Mo6sruRe % OF aRv f saIL cLACe • 1 6 I I i % PASS9NG 3J4 ~ a % PASSIfdG #4 MAX1MUM DENSIIY pcf ROCK CORR. MAt. DRY DE1►i. pcf OPTIMIJM MC115TURE % i i ~ I ~ 9 ' I I E ! ~ ~ E } I I 9 . I ~ I ! cr, p I 3 I^ x : E~IL►ANa !L PACfFie: e . ~ - 7 -L i I r I ~ ~ 1_ EWC}13+[EEFIIHC# 8 5 30 15 20 25 30 35 qp qS MoisruRE oF oRY wEIcHT) 44~gEHEl~C ~ NORTHW~ST svrzs, rEsrING & rNsPEcrIoN OiAI LY FIE LD REPQ RTi Date 1nspectvr's Datly Report Na,: ~ Arxlva! Time IPE Project Na.•r' . ! ~~OY ea er Fage &o. ~ ns ~ Ciient C.v ReprentatlVe! phorte number General Contra~ e res v p ane number Subcantractor CPE Praj~ Ma ager! p'hatte numher IPE Field Representative~~ ' . Manpawer & Equipment Useel . / _7L1'1eCit.S: k Compteted Apparently opecifcat[ans ProbZerns _ ,L f.~ and thcir 5of ut3ans) ~~Ga t''~PG_ S ~Er r r~ ~ ~ I~rJ~i►!"YG' /l7 ~~/J~ ~ GrtJ'bt t?.~ ~,a'~~, / . , 1,4 0,i~ "~"r ~ ~ • .~~s~' ~ TPE FIELD REPRESENTATIV v,o CUIIITRACTOR'S REPRESEfVTpTIVE ihfs document and teferenced addenda are to be considered pcefiminary until reve[wed and signed by t.he [AE constnactian engineer andlor EPE praject enanager. Dake Date [PE CONSTRl1C7[ON ENGlNEER IPE PROJECT IVIANAG'ER Carresponding ❑eficierrcy Report No: ~ ~~%Ef1FRp~C ~ ~ ~wrl NORTHWEST AM~~~ ~ sorL$, TEsrrNG & r►vSPEcrraN 0A1 L-Y FI ELD ~~PORT Da#e In5j7ect4i's Da[l]I RB,47o1't NQ.: ~g r ) ,~S Arcival Tisrae 1RE Praject No,: ~Q ~ / Weatner , page No. o Clientr . ^ Laca Repre "tive! phone number ~ General Gan't,racfior i e Re resen e~ one r~umt~er - sr Subcontractor PE rnject Man phs~n■~/q umber C°~? !PE Field RepresermtatiVe ~ - , r--~, ~ ~ ~ e,r''r J-e Manpower & Equiprnent Used r Commen#s: .k Cvmpleted ~parent3y l" ,~P ;da1l /~7 ~C7 IrC ~-t ~pecificatians Problems anq thelr 5olutions] ~ A." C'-Ae" (2.1+ r 71/+ra ~l~ ' ~ ~'_'4,7 74 T5~r t.- *r ~r~ _ n.~.~ r~rl~~ ~ A4 61,::2o t, , ~ IPE FIELf) REPFtESENT E~tj 0 C[[]NTRAC1i'aR'S REPRESEhITRTIVE This dQOUment anef referenced eddenda are fo be cansidered pre[iminaryr until ceveiwed and signed by the iPE construction engineer andlor fPE pmject manager. aafe Date IPE CQNSTRUCTION EN{CIhIEER fPE PRC3JECT INANA[aER Corrresponding ❑eficiency Repart No: _ w ~ . . - 7-; ; ~ 17 I. 98 P i~ f 20 21 22 16 ' L'_'T ^ ~ J V , ► I • I ~ r . 15 14 13 12 i ~ ~ ~ • 'I o I ~ - ~ I - l F • 7 ~ • 1 ~ i F ~ ..,.M. ` I ~ I ♦ a_~_---_--° -emi.rwu_=;- J ~ c= r+a - - o.,_r~. .e _ _ _ - _ ~ - --d + 1ft AYII~il1E x ~ . • - - II- - s- _.~~~.....___..»_~~,ti I 1 F"-~ ~ ` ~ t~~ PARC CENTRE INSPECTION 97204- ~~~~~~~~1~~ ~~ATE: ,i/~<~ FIELD REPORT Na. 9 707 wegt 7tn . sv,ts zaa (509) 45$-6840 P~ G E~ 4~ ~ SpokQne, WA 99204 . FAX; (~9) 458-6$44~, ~ S • ~ NORTHWEST ~ 0_4, ~~saILS' TiESTlIVC`a & lNSPEf:TlC7N DAlLI~ FIELD REPOFiT G Date Inspectofs Daily Report No.:e7'27 Arrival Time ~ IPE Prtoject Ha.; APe her ~age ~ka. ~ o ~ GCient Lacal eprese tativel phond numher ct Generam Contractor 81 e,pres n p one number 8ubavntractor IPEP~roJect Mar~a erl phone r~mber ~.p ~GGI' IPE Field RepresentatiVe 4~~~ Manpawer & Equtpment Us Ct►_,~'~, ~~c I ~ . ! ~e f~ r'r`o-t~ e. I~ / ~ ~'_[i Q- iA' f/ ` 6 AeJ'.Y0! /56 r Ci]f'n 6'r12ri#S: f / ' rkCompletedAp,parently G. I' ~ fr~ ~ra _x~ ~"oe~~ ~ 0~_ ~rr--P ~ ,Speelfeatlans ProbEems ol a.... thefrSolrations) r.l~ Cl`Yt> ~ ,~j ~ C'r" 1° ~,Cdt I'✓ c:' ~ • } ~I I ,C T ~ ~F (J (_71e,--;rj 01ib / `r ~ Y~ .rY.~ T t/ ~f t'l ! ~ ~Y•CJf~ 6r.`C ~i''~ J E~.. ~ ~ ■ a-.iIYL.~i~ 6eZ ~ 7Z! /"rd, C,/100, / f T 4 +Gx AYeen - IPE FIELD'REPRES AT1VE ~k 0 GDNTRACTOR'S REPRESER1TATIVE Thls document and referenced asfdenda are to be oansidened prel[minary unt11 reveiwed and signed by the kPE construation eng€rreer $radlor iPE projec# manager. f]ate Date ~ CPE COHSTRUGTION ENG1N~ER IPE PRQ.7ECT MANAGER Corresponding Deficierscy Repart Na; ~ NORTHWEST AM 5C]lLS, TESTlIU1C & lNSPECTION . . - ~~Y FIELD REPOR'Z` Oate IRSpeGtoes Datly Repart Nv.: ~ r7 lPE FrojecE No., Page No. ~ of • ~ ~r- Camments / wap-r-Sim-, probPems ! L/ l~''~'..+"► ~C G~~r j/ cl~ r`r~ rrJt_=.. f. ~ F~ ~ ~D~ rt ~.r_ r-..,~' C► ' /r(? .J~X e e,:~ 74`'"5T"5' r.e e-~Ir c9~- 0 ,0 ~ v'.~.~ .f ~r~ ~r I ~ ~i ,Pr n ..C.f G! ! 3' ~3 J' /'rJ'L7 ,in. C7 / i r~-f' rc J~ r/ f~l 7' ~ 7" h~, r~./~~' Jrs-s~~ r' .~r ~s ~ i+~ '~S! C/P 4 r~r-~~ - . • IPE FIELD REP !PE CE IF'E PM Ct7N'fFtACTOR'S AEP ~ • s y.4S rc'y ~ NORTHWEST r~ QF'R1HE4lL~'~` ta~ SaILs, TEsrrnrG & ►nrSpECrrorv NUCL,EAR GAUCr~ ~~ST "STTLTS Job 1Vaine: 12al'r, ~~..-e S'i`I Jab No. W.O. , Fieid Re,part No. -7 I3ate: "Teeh: OWM DS- Ms= Test Lacatian Ft Belaw Wct Moistu.te Dry Max Perr.en.t Pass Re#est No. S.~'lr. Density {Percent} Density Ilensfty Compackion ar of I3T ~ Movatian (P~F) (PCF) , Fa.il No. ~ 1'~~ I F ~ •F.~'~~~ L~ 4 ~ I qn , 43 . ~ r 112 A- ".v ~ I t I ~.A V-t - , ~ - LltL 9; , ~ ~ . ~ . -61FarmtiN¢cleuCrl~sga't'estwp ~ _ _ _ : , • 17 n 18 y ~ 20 • J 21 07.~ 22 ' 1$ . 1: i 14 13 ~ . . 6 1 " 12 • f i~ I r 1 91 r . _ _ 2 ~ ~ '~i ~ • 8 10 'q A I I I f j , . - - 1F a ~I I ' t I ; 7 6 5 ' 4 1+ 3 , i i i . ` --°-_-...o. ---y-_,~ ~ T ~ ~ aaszrru--- . -__.e.___~..,~ ~ + 42th 11YEMlE ~ ~ ~ I ' • ` ` ~ . , ~ . ~ INLANa PARC ~CE~VTRE - d~95PECTl~3N 97204 ~ACi~r+~ DATE: FIELD REPa . ~~~~N~~~E~c~ R T N Q. 7oi we9t 7en . suite 20o (509) ~aa4o ~ F~ l G E p ~ ~ ~ Spokane, WA 992~04 . FAslt; (5(~9) 4:58-6844 ~ . ~ ~ NC3 RTHWES T " s~ILs, rEsrrnrG & rn►spECrIaN bAI LY F1,ELD REPOR'T - - 0 Date Inspector's DaEfy Repork Na.: Arrivaf Time ~fOQ lPE Prajee't No. ~ We-Hfti er ~ T-age Nv. ~ mr GI Glient Local Repre $ntatlve! phoiie number General Con#ractar , eAre.s e~ Pone number ec-, Suhcaratractar IPE Prmjec'~ ~Ia1 ~~number ~ixc.+~tya IPE Field Representative - Manpowee & Equipment VSed ~ ..~r~tr r,►~FS~T.C~ ~,F +i.~D FA C~ fA~~ ~~i~ P-,r~fl . C.'OITi PYI ef1t.S: rkCampletedApparentiy 19 s-7 s r ~ c/' 7'r" Specifinatlons Prn6lQrrts / thQFrSnlutiQns) ~7 r``' ~ d! p f~ [ f 6-- 7~~ ct2 ol'L 12,L r-c`' a 70L ° ~.j ~ ~S'P ~ , .0~- $e ~ ~i• - /74`.s / /6 ~ / ~y rrrr S. a A -5 d::,~~ 16 IZIo vr ~5 - - Gc~ 4~ Ac IPE FtELO REPRE5ENTATIVE ~,to CONTRACTOR'S REPRES'EIVTiATIVE 7h1s doaument and refetenced addenda are ta be cansidered preliminary untll reveiwed and signsd by the IPE constructian engineer andlor IPE project maraager, ba#e E3ate IPE CQN5TRLICT[[,1N EN .C,lNEER IPE RRdJECT 147ANAGER Gorres,ponding Ueficaency Report Nn: ~ - - , ~ NOR'i"HWEST dF~,~.• . SQlLS, YESTlNG & lNSPFCTlON DAIELY FIELD R.EPOR.T ~ Date Inspectars Aal1y Report Ma. !F'E ProJecr Na., Page Nv. ~ af /Y Gomrxtents (work-mmpWueAppW-ffr ~ ~?t ~-f ~fSt.,~a .~'fi~~ ~ r~C ~R•~~'+'1,~. r ~ parspncd-§arss. AroGfems srxl~ni'sap~,~nay !RE FIELD REP IPE CE fPE PNS CONTf2AClfOfi'S fiEP r ' o~ ~y ~I`~` ~ ~~ll 1l E H~p~J~,~EST AM SCilLS, YEST111fG & lNSPECTlDNf NUCLEAR fiAUG~ RESULTS 3ob Name: cl r^ c(' STI 3o'b No. f 71?6 `f W.O. Fiield Report No. Date: TechS~.cit,l 4 tf Li mrs= 3 S "1 . Test Location Ft- Belaw Wet Mnisture I3ry Max Percecit Pass Retest No. SG. Aensity (Percent) Density I3ensity Compactinn or of D'I` . ~ Elmtian (1'CF) (PCk') Fai.l rIn. ProL,"-Y . l se-c- Ar,-~ 1 kZ CJ C) . 71 7r c :.1~e e A fi~e~ LLL~, 3 3 OkeLd 0 7. LW T6 ~ i [ r.k 43.,c.. _s~~ ~t~&Cl,od . ce, 1 ~ 5 e e A-rM G~,,-d ~ r - - - ~ ~ ~ - ~ , - = f f I a . ' I , . ' • I ~ I i ` 4 ~ 91FamulNrsdea0AugeTatn ~ - ~ . ^ 17 i' 1$ 20 21 , r ~ ~ i - 22 * - _ ~ • i i i . Lr' ~ii [ r f 4------ i . t5 ~ 14 iI i ~ 1 oa a I I a 12 P ~ ~ i R I I ~ • ~ ~ ~ ~ I ~ 8 ~ I d a ~ ~ f I f I 14 ~ rQ ~ ~ 7 ~ ' ~ o _°__enrr r+w-__--..._....__-.- ~s^w--- _,4--v.,_____..____... -v..___------- ~ T2th 11Vf7[!JE - y s • r - .,,..~s- _e- ~.e_I r- t-- - ,_vt - - - - - -a..~. ~ ~ r~ lNLANa fPARC CEN7'RE ~ f NSPECTION 97204 PACIFIC ENc3lNEERING DATE: FIEL❑ REPO~T No. ~ 707 wast 7th • Suita 240 [509] 458-6844 Spokana, H1A 99284 . FAX: (509) 458-~6$44 ~ ~ ~ l] ~ ~f Q f ~ . ` . ' ~ NORTHWEST •~FA svIts, TEsrING & rNsPEcrrOnr DA1LY FlELE3 REPC7RT pate~ Inspectaes Da€ly Repnrt Nv.:. ~ Arriva[ Tim eIPE Pmject No.9~~ ~ ► 1rreatrier "age "o. ar A ~.~.s e' . ~ ~ Client ~ , Local ftepresentatived phane number P_ 14 .e OO GB/` General Cdntrackor 3itis Re`pres Ve p one number C.~-~ s ~`~~~~r~, ~ir ~►'l~ Subcantractor IPE PraJect IVlanagerl phone number 1`4 eca1' IPE Fte[d Representative Manpower & Equipment Used ~ QA, d9~Y4- e-,~,- A et~~ Comments: kCnmptetedApparenuy l.~~~ r.~ s~ ~ ~'+~p rY~ D.~r .s .!n C+^ ~~.~P r° r~ f s~ C] ~ ~pecificattons Prnhlerns r~ r ~ 1 ~,g,~,tfteir5alutlorts} C_)c] i.,s Y -sl et N~a n L~ T~r~ ~r~ T~s'ti t--+ 7/ ze e) -re Lr 1 m~ ~-F r'1~ rJ ti4 ~ .01!~'.c f.] ~ C.! / 2 ■ T r°7 l`' ~1 ~ G!' /L 17L/Cr 7e le,~~e. R~F IIyde trJ G. cr ~-a- -C C. e, ►e+ ~ [PE FIELD R~f~~~S~NT~O~ ~ CDtJTRACTOFt'S REPFiESEACTATIVE This dncument and referenced sddenda arv ta be constdered preliminary untal reveiwed and signed hy the iPE ccanstructaon engineer andlar IPE project manager. [7ate []ate IPE CONSTRUCTIQN ENC,INEER IPE PROJECT [NANAGER Corresponding aefieiertcy Repart No: ~~,Efffff~c r ~ o w ~ NORA HWEST afRAlER'~A w ~ sQrLS, TESrI►vG & rnrsPFCr►onr - DAMY FELD REPOR.T Datg ~ rnspectoYs Dally RepKSrt Ho.: R~ ~ [PE Projecl Na., ~7 Aage Ho. ~ af ~ C0[t1di10i1t5 [4ltxkcompleied eppa-wy G C.Y .t- e'? Pw sP~-1k)k-, P-obrems F ~ artd ttsek sukdians] /ri7 c- "r GI r hy Lr' I"f'r'.~ S Ar C; (Z~.III .8'1 r -PC E' CJ' T'o / ~`m 41 L►~x r4 5 /.rj i r 1 40 ~P 7`-C~ i? s 7r; .-~1; r ~D , 7L t~r~~ ~ l'r e~ ~ 2-5 Lsq, ~ s . . ~e ~ - ~ r~ ~ /d / • fPE F1ELa REP !PE CE IPE PM CONTRAC70Fi'S REP - f ~ i i L'J f ? i 17 19 20 ~ ' 21 22 , I f~ I - . 7 R I 15 ~ ~ 14 1?j • ~ } I i ~7 s I f I , I ~ 12 L_ i I I 9 ~ I I I ; i ~ • 10 s - ~ t dl . 3 + 7 5 4 c G( '-..._____.,..--..._-___Y__ - F - I I = f L_ ~ F ~ ~ r - .r.._ 12th AVF?~i1J~ k f -I - - - ~ c - ~ L pp❑ ~,.nCJ 1.~, ~ P r 0 mk,C.Cr'J~:e' 7~+'{a~t~ I7~~C~`'t_•~aa'~ ~J~eeF ~~Y INLaN° PARC CENTRE - INSPECTION 97204 ~ PACIFIC nArE: ~ENGintEERiNa Fd E La R EP QRT N v. 707 wQSc 7th • 5utte 200 (sas) 458-680 P A G E .-T o f ~ ~ 5pakane, YYA 99204 FA7{: (509) 458-6844J ~ ~ ~ ~ . . ~ ~Ar,lEE " e~c 9 Nfp~~0T~p~qp+~+~~■p ~ ~ e A 4 A~ Tf EST Qirq ASERI~P c,a SaILs, rEsrIuG & ruSPECrrON NIJCLEAR GAUGE TEST RESLTL'I'~ ~ob NaI11e. STI J(!b N0. ~~z L/ W.O. Fielfi RepDrt Na. ~7Y . . Date: --Tech: ~~"1 DS= MS= Test Loca#ion Ft. Belaw Wet Maxsture ❑ry Max. percent Pass Retest No 5G, Density (Percent) Density Density Compaction ar of DT Elevaiion (PCF) (PGF) Fazl No. ~ ~;T Y yF ~1~C ~ C:✓ ~lc~~ /1 D !i ( 0 (~L f~ ~ ! i/ Wr~°1e! ~ -5 6 7 ~ i. _ ~I 01Fam751Nus1cu0mgeTcsLv+go i f ~ v e .~.....~~.e.e J ~r, I ! • 17 n • . - l8 19 20 i 1 ~ i ~ ~ • r_ 21 22 i f~.__e 15 i 14 13 ~I 12 L i . 2 r 10 i - ~ i - f ' i i ' ~I I E 1'~ j E I I f 7 g ~5 3 i ~ ;_~__-~__s A--r- w~.~..,.. -~---~°.~.~.M~ - 4 i + h.r ~ r .I L~~OlT.Tw~__~_,d_~.~__~ 1~ Y ----,.._-...s_.-.~.__-.- __.-.a- - - .e__-.- ~ -47 ~ 71~1 h ~ ~ I r----- - - ~q ~ ~s~.-,- - s-,-_.--------- - ~ ry ~ INLAND PAC«IC PARC CEhITRE INSPECTION 97204 ~ ~ ENGf~~~~ING DATE: /71' FIELD REPC3RT Nn. -2f 707 we9t '7tn • suita 200 {sas} 458--6844 PA(~ E -7 of r 5pokcne, WA 99204 _ FAX: (549) 458-6944" ~ , . ~ , ` ~~D~,FNEqq~e o~ ~5 NOR'E HWEST re aF,qhiER~~' y SoiLs, rgsrrnrG & rnrsPEcrIvN D►41LY Fl-EL.=b kEPbRT Date - - 1nspeatar's Dai1y Report No.. , Arrlvel'rime IPE F'roject Na.: • -7 Inreatner 'Page No. or - C1lenf . Local Representativel phone number ~ J t~ettersl Gontrr~ctor ~epresen vVp one number Gi-t~e-p- (}'l(W_F_ P4)1LS0J Subcvnfraciar IPE Rroject Managerl phone number IPE Field Representatiue m el_~6o,~I (DG e~-S Manpower & EquPqment l7sed r~ /,4m ~ mments: ~ ,..-,rlcCornpletedApparentJy ~'inU P perSp¢eificatJons PnobTems sndtheErSoTut[ons} r16--7 tS r b~7fNL_i~ o 2- iPE F[ELfl REPRtSENTATEVE CONTRACTOR'S REPRESENYA7lVE This dncument and referenced eddenda are to be cansidered preliminary.unti1 reveitwed and signed by the iPE ~ ~.:n-~~ ~ construction engineer anciTor IPE project manager. ' ° . `~•,r , , Dafe pat$ IPE CQ6VSTRUCTImN ENGINEER IPE PR0.7EGT MANAGER Garresponciing C7eficiency Re:pvrt No: f I l RP Sri NORTHWEST Ya~'AMEH~a• ~ sOrts, TESTING & ►NsPECrInrv QAILY FIE'LD REPQFt7 / r`., • ~ / ~ I rr..P i3ate J Inspectors baily Repnrt No.` 14rr-ival Ti ime IAE PraJect Na.: iZb~ Weatner ~ rage n~o. I ar 2 4G! s Client Loc/al Representative/ phane number Ger~er'aI Ccar~tractar ~Re r~senr,~ ~~J;ane r~umf~er ! "..7 r.,a ~ f' rf 0 '.r', /~,{yf Ii~r~~, 1 ~~rAi Subcontractar ~ / IPE Project Manager/ phone numtaer ~i0 0s~ r ~Fr~ iPE Fie1d Representative Manqower & Equipment Used .Ir,~` t~ . _ • . . r>D •1~ ~ P z.~ ~s , ~ e" f • • ~ e-•.~ ~•~7 ~ •c~ IC. ~a Cs r. _ -IIT18f1tS: ! k Campleted P~ppal-entlyl 4' tt 45 i' ..n..ref 7ZA'.z-_ s*.?~r .r e',a! r _pecifioatfansPrqblems and their5o[utinns) ~ f 2 c ~ J e~ ,a f a~ . ' 'L~GxC. 66 c~,f OL~C ~ :A-T e!i li.ft° /~~1 rr~ ,"~Gr t~. '•f~Y: ';I~✓d ~~°lr.!~ -I 1_4? t~'_ f ' ~ ~ ~f ~ • ~ ~ ~ 1 . , l.~°'7 . . _ ~ • 'C_ ~ . C.IF ~~'Y I r ~~R f.~ c.'' ,e.t~d .r• 1 z- tv 1-i 3 r a Ar~ ~ ~ f~ .~a -r_ f~ ~h ~r ~ ~ s~ r.a s•a tf f e,- e". 70C)Ao4' f ~ ~z? ~ .*r ° ,'7 t.r Y:~' r J '.°,r . . ~ .~7• 1 . 'r ~ ~ . ~ d~1 .~r I`.~ trr.2 rf "F~ to L7 ~l,.T e ~ Ri°eC7~1 : a~ •'F ~ I ~ a~` ,~.t ~ C, el 6, 1 "i, rn //-t- -x e XV. ! _/0 1.1-7,5 J' e ~ IPE FIELO REPiFE ENTJaTIVE P'D CvNTRACTOR'S REPRESENTAT[VE i'his document and referenned addenda are to be consEdered prelfrininary untrl reveiwed and s':gned by the !FE canstruction engineer andlor IPE project manager. 0ate date - ~ ~ IPE CGINSTRUCTION EN.C',INEER fPE RR❑JECI' 14'CANAGER - Correspanding Deficieney Report No: f x ✓~1 ti 1 ' ~ac~+ert,~c vy~ ~ ~ NORTHWEST r~ dFqMERiC~'~~ so►Ls, rEsr►NG & rNsPECrrvnr DACI►Y FIELI) REFC3RT ~ Date Inspectar's pally Repnet Wo.: IPE ProjectE Ho., Page F3o. ~ J csF ~ . Gamments t+Nhnc owOEete4 apM-tly rfi~f~ !'~~'3 0,-. r;~ f (7 /-~-'J i 1 7 ./~,f; r , r ~9.t F~ f > ~ 6~t ~ r / l.r~rr ~ ; Per Vadr-t*ns, po6lcmi5 arxl tlxir sofulions 1 • f (/fy ~ ) ~ 1~i ~ % _ /9 ~ / i,+°~_/ l~.,c? v' ,f w,` r r: `r 1:1 i~ r u~': r,__ ~5 ~ C' iE, f e ~ G L;' ✓ P f e- : f ~'~i'-+~.._ ~ ~ Ir ~ y .s"~~ l3r "7 d°.';!' e r 'f.1~J.^ ~ ~j ~ ,n e. , ' ~ ✓f iPl . ~ ~ ~ P'L~ r~r 5 / f I!~./~}~+ ~ ~'~..5' ~ J`r~' ,~~`'a' ,'~d , l ~ ,tr~+r 7 !l r ~f~ J~ f.r~ r , J ~ ~ /r ~a C l ~.J ~:]_a~sv~1 T.s i~ r~ /,f ~ ~ / /a~ Jlsl ~J 3 ~ ?~e..~ • ! L7 G ~ ~t7 . U/P ~.P T 2 Y s r ~r • ~c'"'a' ..F j:2 ~ . ~ ~f 0 ~ . ~ G~,tJ .c rr ~ -7 S r~i3 t,•'i . . r~ ~-^C+v° ~ `i l!F R° ,~T~l ~_G°+ ✓~.~.Fl1 ."7 ~ ~ ~ ~ ~ ~ r ~ ~ !L` ~ r?° ~ J lt.r~ / ~ ~t'.s~ ~ .j ~ f tl ry ~ic7 ►-t 3 . . ~f _P ~Cr ~r.~ : ~ ~r~ ~ . ~ ~.,r~ M..~/~ 4 G! cyv X,~ .5 fO ~/.S G% . _ r_Fr` . s` ~ I` ir ~i~ •[~f• «L/ r~ ~'e E~ ~ "S : ~=^i ,•j~"or . + ~ j~ ,~1~ ~ ~ / ~ • , l x-e- 5'rr.! ~ %J.S'c! r~+-.~~ ~ l~► ~i~'r~~./ ~ , LJ ~H a/1 - fr !PE FIELD FiEP CPE CE 1PE PM CON7RILCT(7R'S REP ~ F ' uu`C~` eQ - (l~ p{■■7y '~°.y tf~~~ y ~ • Y ~~~~HWEST' ~ . ~F4hf S'L/IL.,7r !ESI IIY6I & llYJrEliTILJIY NU'GLEAR GAUGE TEST ~~~ULTS , Jvb Name: S7`x Job No. W.O. Field Report Na..~. Date: j 0~~_o ''ech:ti DS_ 7 4 MS=~~£17 ~I Test LocaCian Ft. Belaw Wet Moisture Dry Max Pereent Pass R.etest Nv, SG. Density (1'ercent) Density T)ensity Compaction or of DT Elevation (PCF) (PCF) Fail N0 5, 11~ fkj l j r ! M.`✓'~" zr~' ~r+~e , } , ~ ~1 ~7 ~r>~1 • ~ ~ ! ~ ~ l7 ry _ ~ J00 ? J /-n . ~ 0 1FaRnsVNo<kazfLageTrsl wpr • • ~o~~e~ ~ NORTHWEST SOlLS, TESTING; & 1NSPECTION 6 o. St NUCLEAR GA~JGE "~ES'' ~SULTS c_~ r~.---~~ F . Joh IVame: 5TI 3ob 1Vo. i~,7~°.~~ W.O. F'ield Report No. T]ate: Tech; DS= MsW .3 r, 'I'est Locatzan Ft. Below Wet MoisLure Dry Max. Percent Pass Retest No. SC"r. Density (Perr.,ent) L3ensity I]exasity Catnpaction or of DT Elevatian (PCF) (PCF) Fail No. r r + . I 1 Jo' ~~.o ; _ j , _ . ~ f f - I k Y 0 1FomuSNucltatGmgcTrstwpc . ~ . 17 18 19 ~ 20 21 ~ ~ ~ ~ • i I ~ ~ E-: 22 ~ B j . , . . , 3 7 ~ Xv I ' 15 ~ 14 13 Fi I p - , E I I . 9 I I ~ ~ 12 NJ' L ~ I E I 2 T ~ I I • i ~ r , i a a~ ra 8 I ; - 10 i i i ---_.9 _ t:J ~ -•--TM-u.-__.----- : ---+r - - - - - - - - - - - - ~ ~ r C +w~---- ---z _ ozrr ~ w+_..- __w__-- "itl1ENUE ~ ~ - ~ -r-.°- I r r"- O Q- u ~ s . f INLAND PAfCI~ ~ENTfTiE ` INSPECTlON 77L1~~ ~ PAcIFIc D►4TE: z37,,r wt~ 9 r FiELD REPOR7` No. -,,-~-c~ ENGINEERlNC1 707 Wes# 7th +Suite 200 (509) 4W-6844 F7~,~~ ~ ~ spokone, wa, ss20a~ FAx: (509) A~SB-f844~ ' . NQRTHiNEST FIELD REPQRT# MATER.IAL SAMPLING &'rEST REPQRT NQ. PRf]JECT 19:9~'s PRDJECT# REP£]RTDATE ~I p FiELa DATA ~I BATCH DATA nnArERwt SAnnPLEa K~~m 47 ,~e~ Muc No. ~ .7 /130 MATERIAL 511PF'LIER TRucx No- ~ mAYE SAMPLE TAKEA! ~f 3 r? TiC1CE7 NO. It71 r~~ir5 $1 TIME OF SAMPCING -)o SACKS CEMENTJCIJ YQ j, 7? ~ ViIEA7HER T'(PE CEMENT AIR TEMPERATLIRE BATCH 7IME SAMPLE IYPE ~ " ~i"" ,l f, , , ; ENC] PiACEMENT TIME SrRucTuFZE TrPE ~ e~ ~ r, s,•. r ~z AoMixTUREs SAMPLE LC)CA1i `[fIIW MAC AGGREGATE S9ZE WATER ADDEa (GAL) -C} TOTRL CUBiC YD5 PUICED W1C RATIO 1/ 7 ' SFIMISL£ TA!(EN FROM YARDS lNTO PL4GEMENT C]ESIGM STFiEN~'aTH :5~ [7 fs r • FIE LD TESTINfa DATA TE5T RE5ULT5 SPEGIFIED VALUES 5L1JAllP (incFleS) i 7 r /~7+4 aL ~ CONCRETE TEMAERATUFtE (F) 4,61 - 2~N, ~ - AIR CONTENT 70 NIATER ADDEb (gal) C7 WATER1CEMEh3T RRTfD 1/1 . 1// ~ 6..~J LABORATORY TESTING DATA LA'9 IC! FIELp ID bATE . QAT@ ACroE 51ZE ARFA Ti?TAL LdAD STFdEh1G7H 'pE57r=E] ' n{]. Nt]_ REC'R FESTEf} (QAYS) 5QUARE [N • (LBS) (PSI) BY w REV 8197 0 1FDRMSIGEC7TEGHIMRTERIAL RPT DOC CE~hIT''~AL RRE~-~IlliX CC]N~CRI~E C~?. F/I~~~ CvP~' `0 Bnx 3366 Spokans, Wa. 99224-3368 • 3 4sp5'f3i4;7 Busiraess +Dffice(509) 534-6221 Dispatch ~Qirect (509) 533-0208 . . ~ LIMITEDWARRANTY Warnirig:lnjurious to eyes.Causes skm irritstian Canlains IPortland Cement WATERADdEL1AT CLI3TOMFR'S OWN RISI( mly IiaCtlity of Centra9 Pre- Read the follawing warning before using: ° FSp[11TIQNAL 1N{yTER ADD€p TO THIS onorete Ca Tar praduci de- ~~y3act wnlh wet, unhar~ened cancrete, mortar, cemerst or eemenl miatures ean cauSe CONGRETE 'WlLL RESCICE ftS STRENCTl4 the retum of the purcnase skin imlation, sedere chemccai burns or sanaus eye damage Aaaid cuntacf mSh ayss guyeYs agent agrees to accept responsibiliEy far In no avent shalF Centraf andakin Wearwalerprrwfglavas,afuliy-be~tloned,dang-slesveshin,full-lenglhlmusara F're-hAix C6ncreleCn 6e 1ia61e far end tight•fi1mg eye pmSecHon when working wilh rhese mafenals !i yr~u hsve to sland reduced ~trength due tn water added ahnve design any direcl, indirect, irscidenta9 or in wet cnncrete, uss+rraterproof lxmis that are Right at the tnp and high envt+gh io kesp q~d at job yy}fy ' kr-h skimA consequential damaAes resulhng concrfftg Tram [Pwving inlQ them Hfinishmg conerete, wear knee pads !o praSecf knees, from the usg of fhe pr6riuc[s or ARer contact m1h any of ihese materials, wash QN immediaSeSy wrth irssh, clean wrafer qddad . qal vyater at customer requDM arrsmg nu[ of 6reach aT any war• InBirecf canfacE lhraugh clnthing is as dangeraus sv promAtlyr rinse these matsnals frnm zanty f+Jl claims for damages ar clothing Seekimmediate medicalallentiandjmuhavepereistentarseuerediacomfvriln Other addlGpP15 shortages musl be made +mlhm 24 casa of eye canlaet, !lush wittr plenty, of yrater Tat a1 least 15 minufes Consult physieien haurs of dsfivery Wp da nat as- immediataly KEEP q11T OF REACH [fF CHILDERN! 11SEfR AGREHS TO COHVEY ~ Test cyliflders hakerl sume r85~nsabildy Tar anp dam- 7k15 WARNIHO TO ALL PERSflNS WFiC? MAY U5E OF C[]ME fN?O CCNTACT W1TH F2EGE1VEF7 a9g beYflnd ihe curh IinS. 1NET {I?NHARFIE~IED} ~TICRETF. hRL]i~TAR. CEA7EEfT f?R CEh[EMT IR~I7~'ftJRES. g+r ' LEAVE PLANT ARRIVEJQe S1TE START i~5CHAR,GE FlNlSFI DI5CFiD~iGE LEqWE Jpg 5lTE pRF~IVE ~PUWT x ~ ~J 9.. ~.J~ : , • . Buyer's Agen~,A`eceipt ai cnncrete : 'ir E ■ ■ aCIa a,ppraval of any a@ded ttems. Ort#er-Nv. Cust. No. CPih+l Prrject No. Customer PDlJob Nv. TICKET ND. Drirrer ' . 550 10 e5l :7" ' 101o4081 l.ARRY H • Customer • ' OeHvery Address £t~`.1Nr 1~]'~.1.. . • „ rj' ~r. , ~ 1:2°i"~~ ~;~'D I~IF`RGF" i pate • Oelivery Instructfons • - - , a'~ ` 1 FA,iC EAST OF i IIV I VF'R-ST,~~Y,` ' - . . ' • Map I Ione ....z ~ . I + Loatl Qtv 17efiwered Otii Qrd'er g[y " Product`Code [1[3ry1 proAnct Bescriptian • ' UniY Prite ArnounE I 16. 06 40. C3t1 30. 16 -,421130 11a 5"+AFA }.Cx. 0C) :e9999CJI Rs;00 ATORV SI,tRrH , • - . y ^ ` 0 • _ Load 59ze kNix Nv. Mix pescriptivn _ Slump Type . CC Use Truck Plant 5alps Tax ' 10• 0e 3'1 1t-3C 5. 7,5SK 5 ~,7 ;'fl . 00 '~7 TE.AFWAI 3; 3 .3 PCYTAL Ul7E BAI'CH 31 I'TCKFT W~-!'TF~ ~~~MS: WATFR`YD0M - 20n 0 (!R11M. . 59 A~"al;REGATE `F'AkQET AC1"IIA~ f-~°i"ATI_~~. h1t;~ C-+T ACIt"iI3{ ~TR ~"ARt.aF'"T~ F1CTI.~Ai_ '~~{'A~'i.l:~ IF~I~F ' i' ~'R~~ ~ I"ARF NtlT ZFFtO C"-~ANTI 7f3•20 i _8 . 7390 1 iV l"oi _ 3-m 0% CA1.('.: C IJMOe GG 0 07 Cf X N Tfli _ F$1~ND 131-193 ~ ~ J '3300 }~N Tk11 4a :e% M.H. AFA 100 la 62 OZ 62 T ~ TOG 1"1/21e iA'~ 4:Mi 1 .8 22'iS30 IN T01. 0d Fi% '3! 4" 3 i ~4141 1 P "11?4[? T N TOk I , J'I - ' . ; TARF ~~'RC9 ' 7ARF 7FF2C+ ; TARF ZERO TAF~~ ZFF[O L FT s Y4 3_0 ~ 5,390 TN., `f'Ol C. WATER 1912 lp i904 IN TOl, TARF ZFRO - TAkF ZERii . WAYFR A!_IOWFD_AT .I~tPSTTFe 24 bAI. FND TTMF 7a39.*45 . , . F ~ ~GExEI~ ~ NORTHWEVT ~^Q~AME[Li~~'a , $arLs, TESTIIVG & INSPECYfON -0-ANLY FIELD REPORI 13ate Cnspect~aes Oaily Report No,2/ I~rriVa[ Tlme IPE Project No.: trueacner Fage ha. ~ o Client Loaai Representativel phvne number General Contractar om i~enne number Q Subcvntractor ~ IpE %,ect ~Iart!agerP phor~e numher Oo e I1 ~ ~S'i d 1 q re:62 iPE Field RapresentatiVe~ Manpawer & Equipment Used ~rr R, , 6 r•a 6n."P.rr f.RyxD I~~aC l . G~ /War of• ?~Yr.,,2 P.e rrle' . v ~ ^""11mentS: A rk Completed Apparently r,~',/ / 0 C1~JLS O 7r I J P 5pecificatlons Pro6fems and their 5olutiona] J 1,~ ~ 0 I,f ~,~9 0 " r r`~ / .r",e3 ~ r ~ ~✓1~L4 ~7~ ~L7 ~ ~o s..S~J`~ ~ 1 ~'f~i1~ , PI fi' !'c-_e zb,Gi t &-6L1 - /n ~ Qd To _ sm4 .l~f S,~S } ~~Il, Gi,~~► (~r l ~ C.L .I'- s e i-P rJ` r"i e~r~ tv ~ .7L& C I' ~~r J a~"'r7e?w~l~ /.f JrJ ~ 74- ~ , ~ , S I..1 ► ~In ~a -zL E. / L ~ fic~,! ~r A., rs .n ~ e 64 ~ 5' 10% IPE FIE~,D REPR~S~I~T~~ ~ C~]NTRACTC7R'S REI~RESENTATIV~E Thls dacument and r1eferencec# addenda are ta be considered preltminary unUl revetwed and sigeaed by t.he lF'E oanstructian engineer andlor IPE project manager. 0 ate pate ' . -0 gm~, . zo"o IPE GaNSTRIJCTIVN EMGINEER [PE PROJEC7 N'IANAGER Gorrespanding peficiency Repaft No: s .a ~ ~ ~~RTHWEST sarL$, TFSTlNG & lNSPFCTIOIlf ~ DAMY FIELD REPORT flate Inspector's Rally Re,por4 Ho.: IPE Pmject No. Pag$No. c2 0~5 ° Cotnments • ~ Mt1*-2Pww RPPW-* : S' v-q-mf-Uwts. vablems c , mid ~ saA~tlana] r-/ ~O !^P J9 e ~ ct 16 L, I_Ijf j.- e-A ~,--e ~~~9 ~ ~6+.~P U.~.6►s~ P s~' rS If1 x~ T~ ~ ~1 7`~ (2 f., A r~ ~~1~ ~d ~ 4° C?'~R~ l~_r f,r h .~i !+s► Gf C~ 7~ 3~ ~ F ,cl. ~ ~Y f..eJ - T:rJ r~r G~ P ~ ~-a ,►a~~,~ ~ rl"i w ep~r'r~~ 7' ~!9 ~ err ~P_~~'I ~nrsl~~I ✓"~~d~ ~,j iL7~P_~ ~ / /r r g p~ t?Gr, L.I fr~ .0 le- S A Q~rr ~~i9r1> ij f~ ~f Crvt~l G l r C.1' _Z X0 ~ ~ .J ✓ f_'G~ ~ f /F'°E r c-w. ~/,«J~ as" ~ , Jr ! 4- A/ fe t~,,"~'~r C7_ .7 7/ `=,I' ,I! x4(l C I.~ e-) 74-" T/ . s~ ~ ~ e g ~12 4~P rO jZUeaj~ ~ - rv 'IV 1`~20 ~r .11, 11,.1- ZIL 6L~..-cj~ r.c.1c- Ayec~ 71-A s-- ~ ~ ~ • ' ~ 144- y,Op,rLe-v ly 7-5; 9fe s A, . ~P ~ c~ r3 r'~ I' ~ ~ r~l~' .~'C ~ •1PE FfELD REP fPE CE IPE PM CDNTFtACT[]R'S RFP i ~ ~ ~ 17 ~ 18 ~ > ~ _ ro v ~ d~+ r i a F~. 22~. ~'TIN ~ fd ~ e I I J . ~r • r 15 14 13 12 2 10 e~ ~ r ~ (5" i - ' I _ ~ ~t I 7 6 5 • 4 3 I I ~ ~"--------•r-_°____°------.-----.°------ ~ r~--_-___ . y..,. ~_~_oosxrs,-_..__.i_-_...__er.F-' -~NI ~L_ E - . oT 1~, A~r__A-___-.._________- k.. ~sr c ` a IMLANQ PARC CENTRE - INSPECTION ~ 97204 ~ PACiFIC D A TE. ~ ENQINEERINQ FI E LD R EP ORT No. cZ . 70' west 7th • sutte 200 (509) 458-sB4o ~ 5 PAGE / Spesknne, 1NA 99204 ~'ASf: (5Q+3) 458-6844 > a 0 ~~Ti NQR7HWEST FIELD REPVRT# M4mERIAL SANIPLIIITG &TEST REPDRT N[), PRsJECr PRoJECT# .'9~~Yo FdEPC)FdT DATE l jrA-C a ~ FiELD DATA 11 BATCH DATA MATEfiWL SAMPC,Eb raajz-~~ e_ MmCNO ~~,~I JI MATERiAL SUPpUER M+ n TRLlCK NO. oATE sAMPLE rAKEN rIcK.sEr Na. TfME OF SAMP6ING ~ 5ACK5 CEMEPFfICR] Ya ~ wEaTtER TYPE cEMEnrr Il G- f I AfFi TEMPEFtATLiRE 6r4?'CH T[ME o ~ SAMPLE TYPE ~ X t Z (I G'~.°':' EN❑ PLACEMEtdT TIME I0 STR[1CTURETYPE ADMi](TUFtES Ae~,~¢- m~ SAMPL~ LpGAT1C3N MA?C AGGFdEGATE 51ZE ~worox a is e tn A -f ` waTER Afln~~ ~GALf rarAt cUBic YoS pu{cEO E~ wrc RarIo C:) SAMF'LE TAKEN FROM ~ YARC75 INTO PLACEMENT pESIGN STRENGTH FIELE] TESTING DATA TEST RES11LtS SPECIFIED VAL,GlES SLi1MP (inches) C01dCRE'1'E 7EMPEFdATI]RE (f) AiR CDNTEIVT "T ~-4.L ~ 1N/1TEFt ADDEO (ga[) - -0- °.a r wATEwCEMErrT RATia 0.5c> .x I~ LABOR4TflRY TESTING DATA LAs io ' FiELo ia DmrE DA7E ` AGE sezE AREq ToTaLLva❑ STREIt[GTH rEsrED' NO. NO. EiEC'm TE9TE[7 (OAYS) 5QUARE IH [LB8] (P51) BY I I --/,'5aA 16,--7 6/-7 1 &A 7-1 5-7,3 1~7 r- . _ G Js7D REV $!97 ❑ 1'F{7RMSIGEC7TECHIMATERfAL RPT DOC ~~T~ ~ ft ~RE-~I~ CC]NC~G~I. CUSTdMER C~}PY ~ ~ C 3366 5pvkane, +Wa. 99220-3368 " pa- WS' ausiness office(509) 534-6221 Disqatcn a;rect (609) 533-0208 LIMITEaWARRANTY Waf~1I11 :Injurious Yo eyas Causes skin irrisai€vn Contains Pnrtland Cement ~ WATERADmEU AT CIJSTC]MF_R'S OW~d RI.SK -nly {iahdity of Centraf Pra- Read t~e T611aW1I1g warning before I15irlg: RRQfTIiONAL WATER 0.QarzL1 TO THI5 rncrela Ca Tor prvducl de- Conlact wifh wra1, unhardened concrele, mortar, cemerst ar eemenl miaAures can sausa CaNCRETE YVILL itEDl1CE ITS 5TREHGTFC the retum o1 ihe purehase sktn imi3aflnn, severe chemir,al bums nr seriaus eye damaga Avnid contac7 wi1h eyes _ In no evsn1 sha[I GenEral and skin. Weaervaterpr~f glwes,a tlully-buttaned, lang-slasva shert,luil-lengih trvuaers ~~y~i s agent 8grees to a~cept resporssih~iity fnr Pre-Nl'x Ccncrete Co he Iia4lafQr and tight-fiffing eye pr6tection when working +nmh these maler3aPs IT yau hare to stand reduced stCengfh due ta water added above clesign any dirscl, indireel, incidental er m wet ovncrete, use waterpraaf hoois thal are Lgh[ at the top and hiph enough to kasp Amied at jpb wtry atch slump wnsequential damages resullmg conrre1e frorn fiannnp inEa them IFfinishrng eoncrete, wear knee pods 9a protect krtees. Tronj the use of the products vr After cnrltact mlh any of ihese matersals, wash nff immedEately vnih iresh, elesn waCsr qdded d~l water af cuslorner reqlL-st, arising ou1 aT hreach oi any wrar- lnduecf contacf Ihraugh elolhing isas dangerausso prarnptlynrtse thesemaferrals Trarer . ranty WI ciaims far damages ar ! clqthing, 5ook immediate madical attenlrnn iPyou have persisleni ar savere dissamTar! [n Other addrhons shorlagesmusihe mads+nnihm24 case nFeye canlact. Rush wnSh plenty ofwalar for at leas! 15 minufes, Consuli phycician haurs of delryery We do n¢t as- immediaSei}r XEEF DllT OF REACH OF CHILDERNI 115ER AGREES TD CONVEY El 7E.St GyGnders takef5 suma resppnsibiliSyr Por any dam- 4HI5 W+4RHfHG Tfl ALL PERSBNS WHa MAY U5E 1]F C67f+1E lNTO C[1NYACT WITH RECIEIVEQ age 6syand the curh fine WET (UNHRRQEiVED) CGHCRETE, MI77iTAR, CEMENT OR CEHIENT MFXTl1RE5. BY LF11VE PLAFC7 ARRiVE J06 S1TE 5TART [7l5CHARGE FINISH DfSCHARGE LFJIIAE d[]8 SlTE qRRiyE pLANF X ] ; ' ■ ~ ■ ■ Bu EP's Agent receipt of concrete ' Z ect No. CustQmer PafJoa Na. ■ TiCKE7 ND. ' an~ Op Verrral of any added items. {]ader CvsL Nv. CPM Praj43 10512 1,0512000 10103869 ART,`' Ci Custsrmer DeliVery Address ~ Qate ~~°nn~. rri i 1_2`r~_ & Pr~F ~ UN-9R ell~e~nstre~ctfans OFF lllVIVE~'i,`SI TY 2~ Map znne 27 I Lnad Qtv pehvered QtV fJrder Qtv Product Co@e ll[7M Produc! Clescnntion Ilnit Price Arnaunt ; 10.00 40a 44 20.10 321112 5. 750K CUFCP MACH 10.00 :399999 RFr,U1.ATORY SURCH 0 Coad 5ixe Mix ~lo. hrEix descriptian 51ump Type CC Use Yeuck Plant SaEes 7ax f~7. a 321t i~'~. 75SI~ CUFtk~ ~tArM 1 0 U. 00 CuRF~ 6h 3 ~OraL DuE - - - - - - - - - - - - - - - - - - - - - BAYCH 447rCKFT WATFR TRIMS: WATFR/Y03= - 20.0 ORY1FR:. 43 e . ,,Ac:GRFCATF TARIaFT AC71lA4_ STATIJ= M01fiT 1~DMiX TR -FARrF"r F1CTUAl. SFA']"US ` TARF TFRO TARF ?'FRO rSANT? "701 C' LB 7100 IN Taa_ 3. Cr"l. CAII.G'C IJIM4. a0 ! 0 07 0 i NTral _ FSAf►!D 1',--i387 I. B 15480 rN TOl 4. 5% M. R. pEA 100 % 84 OT 84 IN TOl_ 3l4" 32S76 1.F3 32460 iN T01_ 1. 1% I I'ARF lq8 f TARF IFRO TARE 7.FRG TARE 60 AC-i i 5410 LB 5390 r Ixl TOL. C, WATFR *1 1. a154 L B 1550 I N TOL. TAFrE ZFRL7 TARE ZFF~O WATE R AI L f1WFD AT 4aQRS I"TF: 24 GAI . ENf1 T I;'1F 8: 59: Ot] 0 _ . - . - - - - - - - , s- : ~ - . . . . . - ' , Fi, r s • . - _ . - - ~ ~ ~ tEpt~~►t~~~.~ ~ NORTHWEST o£A~~ ~ SU1LS, TE5TlNG & INSPECTIQlV aA1L.Y FIELa REPORfi _ date Fnspea'toes Dai1y Report No.:~ - ~ Arrival Ticne ' IPE Pr+aJect Na.: iireatner page iqa ~ o ~ Client ` f La 1Representative1 phone nurnher G ~ General Cantcactor/~ ~ - ~ e rdsen e p ons nurnner ..~.l~ o Aw 'er~ /41` ` •r~► Subcontractar ~ 6,v, IPE Proje~t~Ma erl pha~ne um'hec- ~ IPE Field Represenlative Nfanpawer & Equipment Used f"-'^^,iments: ~ k Completed Apparently ipecificatlnns Prablsms and thef r Svlutians f /'G r.r r~° J r ~ r ~ryT y/// 1 ~ Ey J ooe !d> ~ iY+U a.~+.i~ ~ F.~ ~ r~ F R.~+~ J r-5- 717 H`IR.J4.. ~ ✓ / r t a Ize- ,Te-f. 7 ~ . ~ . J,~- ~ ~ IPE FIELD REPRESENTAT E COEETRACT[)R'S REPRESENTATIVE This documen# and refecenced addenda are to be cnnslderesi pretimtnary unt31 reveiwed and signed by the IPE constructiQn engineer andlor IPE praject manager. Date Dats A"PE COTISTRUCTlC3N EflCGfNEER IPE pR{JJEt".T tVIANAGER Conresponding Defciency Report NQ: ~ ~ - . ~ RP NORTFIWEST ~ ~AAiEA1~~`• soI«, TESTING & INSPECT1aN .l]AMY FMLD REPC]RT Dafe lnspectoCs Da#ip Report Nv.: ' IPE Proloct No., Paga Ho. ~ ai ~ Fr Cnmments Mrorlc vomAle:ee aPP-rruY Persp-if'ratlans. Prohfam s srM tlma'soG.Rwnsy '176 -IA-- ~r. ~..re C-' ?'I'o u 741'n.r e "Za . 5' o le,-4 IC, ~/trf? ~Y~:= 7Z,,l f~ 4 1nci S 7'~h P s7'r . ,1 ► / ei WA elf c, el s /rr4' Y 4-g r°/' f-,e !iJ 0.4/ W,"j xl.C / / /.tf i? I H fel r 0~"S.eY- T ~`d e /'I Ov+ /afG &,-lei f' /r / d► r~iN' k~ f"~f ~ J r d~r ~ l~ J !7 r7 Y r rl~rs rJ ~ ~i'7 ~~J t'rz'1 f" f''~'~ /q~/ ~7'/!~ d.e■ $ ~ /9 / f~9 r.l~ r /'I° ~S 1~ I! !~J ! ~i ~F~ /`c~ i~ 4, & e':A~ t7 IRE FIEtD REP IpE CE iPE PR11 CONTRACTmR'S REP ^ry ' +-7) , N ORTHWEST • S~lLS, T~$71NG INSPECTI+DIV QAILY FI 'ELQ REPQRT ~ Date Inspectoes Daiiy RepnrE NI, Acrival Time r IPE Pcvject Nv.; ~ V75-51her rage ivo. ~ or ~ Clier~t Lflc IRep~+e~~rat,atlvef hone number General Contractar Site ep sent~p ona numaer ( ~ ~'~/,.i~re t_~7r~1-~sa f ~►`~~~t Subcontractar !PE Pnaject Maroagerl p'hane number '0&. ' APE FieCd RepresentaUve iNanpcrwer & Equiprn t Used ~.'017111"!el"it5; Campleted ►4ppat~ently _ ipecifioations Prnblems ,1 ° ) anca thefrSnlutlons) ~'~l~r r/~ s~- ~ ~d 1 ~ ~.--e~ ./`r, ~ r•t ri . .~J~ n,~r.a /.~~t~ ~"s ~'e~~ (.~f~ ~ ~ f z fi~.'~Yd~ ~~Q. S ~,fY~ y t7' L: "r ~.'.~.s..~ F .f~G c__.e''.FF rl . I~,.J r~f ~ e- jd;~~~e- ~ / ~ 7`~r~r~~ I~~ ~~~a ~.f'~~arr x ~r. _ ~ IPE FIELO REP62ESEAiTAW109 CONTRACTflR'S REP~~~ENTiATIIIE This dacument and referenced addenda are to be coRSidered preliminary until reveiwed and signed by the IPE constauction engtneer andlerr IPE ,prvject unanager. Date Uate IPE Ct]NS`FRLICTIC)N ENGINEER fPE PRDJECT NIANAUER Corcespancting Deficiency Report No: q1EN e~e oy d ~ NORTHWE , ST • ~FA11fER~~~' • SQ1L5, TEsrING & rusPEcrIon► DAILY FTET1D R.EPOR'T Date r;-2~!Lw )IV Ins,psctar's []aily Repvrt N IPE PraJect Hv., Page Ho. ~ of Comments ' [wons -nawsW BPP--sy e'9 F- p-blems X°~~_ rx-.,f` - - , •-[PE FlEL[] REF IPE CE 1PE Ph1 COtJTRACT❑R'S liEP e , • ~ ~ a 0 NORTHWEST ~ • ~FAM Soris, rFSYING & rrvSPECrrvN QAILY FIi~iffRffP61kl Q$te Inspectars Daily Repot`E NO.: Arrival Time IRE Project Nn.: • J' ~l~ • YVEffier C' Page hQ. ar _ ICiient Lacal RepresentaUvel phvne nurnber General Cantrac'toc~,/ I e ,erpnesen . ve pt~one ttumper f"~ ~/~i° 1` ~a a.~ C~r rr. ~s~7 vr I?v Subaantractoc IP E Projecf (4`E a'na erl pho~e number C tl A -1 r- t- r c~ ~ [PE Field RepresentatIrre `V~ Manpowee & Equipmerat vsed r 3mrnents: / ,.1or~cGerr~p2eted►~pparer~tly T~a per5pecifications Prahtsms ~ ~j / and thefr5olra~tons) . y r~ i~ rt s7.4. ~ ,v r.* ~rs r 74Z /at ld~ I oC ye +=1'kL~,I ~"a t.t ot' ;~-x.a~ e 1 ti Gt I CJ' ./►~~vi ~A. A,~ I4 e ,rZ.Gu1 L~.~. ►.~_~`"X 100, [PE FZELD REPRE5EN1T E COIdTRACT[}R'S REPRESEN'Fi4TiVE `ih[s doaument and referenced adcfenda are ta he considered preliminary tzntll reveiwed and signed by the IPE n-- ~ constructlvn engineer andlar tPE projent rrianager. - ~ . Date Date ~ E C STRIlCTI47N ENC~l~1EER • IPE ARDJECT i111ANAGER ~ 1 ~ Corresponding [7eficiency Report No. t ~N0TJrN0RTHWEST a~AM~~~~ sOIL5, TEST`!NG & lNSPECTlON D A 1LY ri ff LQ Rff PbFki Da#e c2 tnspectar`s C]ai[y Report Na; ~ A1'rilial TiR1B IPiE Proj@Ct ND.: We-a-ffier #'ag8 !V[!. / (7T ~ - ' Cllent • Loca Representativel phone number Get~ec~,l cantractar eepr~2~ p br~e numi~er ~~~r ( ~ s ~ s r.r..r°_ ~r`r~_ ~'I ~.~CJ~ ~ , ~ Subcontraoior IPE roject Mana er! phone mber ~ ~C~ t~ D1a'0 cx r-, I PE Field Representative Manpawer & Equiqmerat llsed ~ ~ ~ ~f►-P~J f~, s~.~ ' imments: Lr.oi°kComp ted Apparentiy Zt")R iw 7XF "'C4;? ~X- c -qI"~ perSpecMcatians Prohlerns ~ . ~ / ~ af3d~tCiPSQIi.ftlD[15} . ~y sC /7 G. r- r7 r`r /r~~tP ~r ~ d7 0 /'7 1"4 ! 4- s I4 ~ 2"1- X 741-,P- 7L 4° 1&1 II Z F oe At-~PZ~2r 1 . ~.9'np r~ /zc . S G C_'! ~ lJr. ~"ryi~~. i,"~ / ~i.v ~J c.~ b S' / ~ ~ . J``r' ~ 7"'r I~;a _9 ~ [~-~~"~'t-c~ ~ ~ G"/~ ,~C~ ~ [+.~L.t,J tiro t, ~'~~7 P,- ~ r _ IPE FIELD REPRESENTATIVE CDNTRACT[7R'S REPRESENTATIVE Thls-dvcument and referencad addenda are to be aons[dered prelimlnary untIl re+veiwed and signed hy th~ ~PE . ~ cans tion engtra r andlar tPE project manager. • . Date Date ~ '6E N RUCTIDN EHG[NEER • EPE PRDJECI` MAHAGER Correspvnding aeficiency Report Na: 1 ~ r M iw I c.~~CYFIlER,d(C O NORTHWEST AMER16t`• sarLS, TFSTlNC &INSP'ECTION 6A I LY F~~L:dRffP C3'~i IZ, oate ~ - enspectv~s Dai:y Report ~tv, 7 ~ An['iVSl Til7ke I/ a IPE PCojeCt ND,: ~/7~~h ; ea aor 'Page ho. ! olr ,I CI[enf . Lacal Representativef phvne number 1<494 General Cantractor .~.,.pite eg resen hone numaer f~- Subcontractar AE roJect Man/a~geKphane um1~er - ~t~f.,rr.~ IPE Field Representative r'~~~,'~ Manpower & Equipment Us~- ~ ,/r? .~p,.~►►~ s'.' 61 omments: i4orkCcmFleted►4pparentiy - Al, per5peefflcatIons Pr+Q5lems gtiid thelr 5oiutlansy • ~ ,I`C,~ 4~7"'1~~ Xl' ~ /o cr lf,'~-}r~~i ~.e I' /r~ c~ /,r] t/'~° _ ~ ~ .:~"~r!'f~°~~ /`'~1 ~`r~' ~ f?h• G~ ~ 5 4 //.S: 101, 1r 4 f / f/ 1 C',f r~ I~? C..~ Q 4~ 8~~ _ - ~G~'~ ~#,Q e u • - ~ [PE FIELa REpR~S'~Ni~ATiV CONTRACTDFt'S REPRESENTATIVE ThIs doaument and ref renced addenda are tcr be consldered preiimiraary untif ravetwec# and signed by the IPE ~,L'onstru nengineer ndlar IPE pnoject manager. • Date - ❑ate ift Ca5TR'GCTiC]N EHGIi'+1EER - IPE PRaJECT INANAGER G Carresponciing Deficiency Report Nv: - ■ 'I r ~vqsau F NORTHWEST • ~FAMER~~'• ~ sarLs, TEsr►NG & ►NspEcrrOn~ DAILY kMLD REPORT ~ Dake Lnspecterrs Da!!y Repart iHrr/Q C IpE ProJect Plo., Page Ha. ~ a~1 } L ~ Gamments twwc°°"'plaw apparardly Per $Redf-UMs. prob#rms andgick sah,Ajons} ~!,f !RE FIELD REP IpE CE IPE PM CpNTFiAGTOR'S REF' . C,ENERq NORTHVUEST y y ~FAMER~~p• SOILS, TESTING & INSPECTION ~ NUCLEAR GAUGE TEST RESULTS Job Name: P4 r r P p~f-r.e STI Job No. g 7~ L/ W.O. Field Report No. Date: Tech: DS=30U I MS= ~ 7 6).5 Test Location Ft. Below Wet Moisture Dry Max. Percent Pass Retest No. SG. Density (Percent) Density Density Compaction or of DT Elevation (PCF) (PCF) Fail No. 11V-~v~ Curd s& 1d y, 5~l Gkt-b i i -7 ~ ~LfO r~~J- SG. l~ 7 ? 5 (r , 5 2y, 1 ~ , 0.1Fotm3\Nucleai0uageTettwpd ~ , ~ • c 77 ~ 7!3 ~ r. 19 i_ 20 21 22 r - ' ~ ' ~ ~ • 18 ~ , i i 14 13 I I (D I I 12 .f- r r r 2 ~ ~ f ~ r~ C~ G~ +Pc :.r,*-~ S ~ I 9 • a ~ ~ - 10 q 1 I t 1 ~ I I ~ ; J ~ o a ~ I 7 g P~ 3 .,___~°___...-`-~-+----.r~.-r----'.ri.- r - ~ _rox~r~` .s - - - - ~ ~ ~ 1 L - M--,-~~ 1M AIIFtiUE ~ 1 - . INLANa t f PARC CENTRE -IN5PECTlOfV 97204 ~ PAC«« DATE: REPQRY No, ~ EN~INEERIHG / , 707 west 7!h • Su3te 20i# {509} •}58-5844 5pvkona, WA 99204 FAX: (509) 458-6844 F~AGE of ~ w ~ ~ ~ . . ~ ~ r ~ , ~~EHfy,qlco ~ H ~ NORTHWEST a~ snrLs, rEsrIruG & rNSPEcrroN DAILY ~~ELQ REPORI aate ' Inspecfoes Daiiy Re,pork No.: Arrival Tirns lPE Pr+aject No.: - ~ . " - ea her Page Ro. oT . Client . Lvca1 ~Rep en't,atlve! pf~r~e umber ~ / ~ ~Geneca1 Contcactor ~ e e resen e p an nu er ~f'~,•, Subcorrtractar IPE Rrojeat Managerf phone numb IPE FieId Representative 0` A~ C` rl.rR~+ 11 Ma~ ow~r & Equipmer~t Us~:d, ~ )ltilTlentS: prtc Complefed ApgareRtly f'.sr. ,r-1s perSpectfieatlonsPrnbfems • ana u,etrsotutlonsy - "'4 l~l. /~J.~ ~ ~ C~- C3''~~7~►t". ~ ~L~~ jP . ~ - t"~~~ ~ ' - - • - ~ ~ . cONrRacToR's REPRESENrArIvE Thi ls clacumen# and referenced addenda are, to be canssdered preliminary rantli,rqveiwed and signed foy the IPE - ' •cohstrucf~ca engineer T 1~E,pfnlct~ir~anager. Date . pate ~ rPEAJO ~UCTft7N EIdGINEEfi - IPE RRf7JECT IVIANAGER Carrespnnding i]eficiency Repart No: ~ f . +ID Q o ~ , NORTHWEST ~~Fpl4ER~~' ~ svlLS, rEsrrNG & rnrsPEcr►onr DAILY FIELD REF(]RT aate InspacEors Dally Report No.s / IPE Project No., Page Ho. ~ of ~ Cof'11[CIERtS [~0~~ ~~Y 4~-, ~'f I"~ C~ ~J~' ~ L~ erk the~ saA~s} /J ~ ~j ♦ .y }R~ ~s ,~,/.°y G f,rsl~la ~ ~L~.~r ~ ~ F / ~l..~ f ~ ~ / ~ J i~ 1~~[► 1~ F~ s~' ~~fJr r~ f~ ~ l./ G--~~ iT 11 I!~/i 4 _ ~7 ~ ~ 'A 71- -IPE FIEtD REP fpE CE IPE PIN CONTRAC7QR'S RER w r~ ~ 0 j E - !2 ~ ti - NORA HY!/ EST ~~FAMEA~p•y . SOILS, TESTING & INSPECTION NUCLEAR GAUGE TEST RESULTS , ~ Job Name: ~C( r STI Job No. 5 7,id ~ W.O. 'Field Report No. l~ Date: ~211yj~y Tech: ~ t-~ ~ , - Ds= 3c~~3 Ms= ITSAd Test Location Ft. Below Wet Moisture Dry Max. Percent Pass Retest No. SG. Density (Percent) Density Density Compaction or of DT Elevation (PCF) (PCF) Fail No. • ~ „Lh ,av.c C u f d 51075 S. ss 1a1 o C'G -h ~ ~ _Zll-ld. s Z- ~ jo~ 112L1,j 5?y / / la to 5,5 , ~ , ~ l107 ~ 3r> x r- Z-l' % , -s %4 7 s7- . 5~ b l~ 9, C 4", 31 /~7l 5 I.?Y d i f' l7 0 0 ~~~CkW0,3&T-cW1K ' C-A • ~1 ~[~Z~ Ir ~ 17 a8 r, ° ~ . 19 20 21 ~ ~ -A • ~ ~ f ~ 22 a~ ~r ~ f _ ~ ~ ~ l f P ~~A ""~-7 LN ~ ~-J y ' I [n ~ ~ - 15 (D • ~ E i i ~ l ~ 12 L, • I ~ ~ ~ ~ 4 '411 i H 8 { ~ ~ • 1t~ ~ ~ ~ I I • i . ~ ~ ~ ~ ~ ~.i r i ~ ___o_ { ~I I 7 6 (D 5 4 3 f ~ i ~ ~ " `-1---M,~., '---_°.__•r .,L______-, ? j j r+~ . W---Atj -,a.-_..._____.~ T~rru _ -_-~________-f ~L ~ 11th AIEMJE k ~ ~ - - - sr - - - - - - - - I i r--- . ~ INLAND PARC CENTRE ~ INSPECrION 9720'4 ~ PAC1FIC DATE: 0 ~ ENaINEERir[a Ff ELD REPORT N0.1'5 , 707 we9t 7t, • subte soo (509) 4a-ee40 PA(yE f Spokana, WA 98204 FAx: (589) 458-16844 . r } ^ ~ pEHE►~r r o NbF ~Q, ' RTHWEST r ~ l ~ • • Z19 SatLs, TEsrING & INSPEcTIoN aAILY F Iff 06 k-E P0 iti r ' nate - - r~~~~ctor's aauy Report Nm.: Artiv~l *fime IPE Project No.: - ► .~5 - f~~ ~ Mab@T ~ f ~~rt~ ►f~f` """'a iti[}. Cllent " . LvGal Representstlve! phflne number . . ~ ~ -Generac Cvc~traatQr ~ ep ~ ve p ane ~umt~er Subcarr'tractar IPE Project Managerl phQne number IPE F[erd Representative Manp4wer & Equipment Used WA tA ~ mi11e11t..5: irtt CompCeted Apparent[y ~ . ~ ► ~ /~~~7 rr C~ ,~~1~~ ~~a d 1`E_ perSpeaficaUons Problems ~`J • • - a[tc~ theIr ^afrstit~r~s) _ ~'1 f .r~~.. ~ r~ r] •,~r.,~ r',~*l 4 ;¢i7„ V`a fllf ! l`'? ~~„C ~ I~r,1~~ P'r~~► ~ l~~ ~!~I ~ f~~ nf`r. ~ t.-~ s / 1.~. r~ c~- Gc I .~•-a., ~ / ~ ~~/`f ~ t~i~ C~ / fC e~ 3' 3 ~ j . -~-f /11• ~ -7 ' / r'~Fa ,.~C.,i~ ~~t..~_ I] f ~t~? S.I~~ f/ f f C~ 7~ d S -e~C4 w ~ • ~ . - IPE F~EL~E] REPR~S~NTAT~~ CONTRAGTOR'S REPRESENYATIVE '17tis document end referenced addenda are to be constdered prelimtnary until reveiwed and signed by the IPE constrU60nn engineer andFar IPE project manager. - Date Date ~ IPE ~ 5'~'RLlC'~'1O1~ '~'~PJisINEER • IPE PR~O.~ECT IVIA AG~R I Corresponding []eficiency Repnrf No. ~ ' ~ ~ ~OR~HWESB SOrL5, rESTrNG & rNsPECrIvN DAILY FMLD REPOR,T Date ynspectors Qally Report No.: f~ IPE Project Ela.. Page Na. r~ af ~ Comments f~/■ ('nA"x -s'PeW appara"'ry F~er ~S. Prohfc~m8 z P ~ ar2d avir wleAxns) ~v. -~s ~ r GSI S I cs~~~,~ /~r-~ rr °IPE FIELD REP IPE CE EPE PM CDHI'RACTOR'S REP . • ~ ` % G~E~~ n ~~~~~~EST pFA SO1LS, TESTINC & INSPgCTlQfV ~~~EAR GAUG~ ~~ST RESULTS , Jab Name: STI Job No. 77-2o W.O. Field Repart No.~G Dake: 1/!"y ~y q~ Tech; DS= 3 ~ 1 14 MS= P -~L1 6g Test Location Ft. Belnw Wet MoistU.re Dry Mac. Percent Pass Retest No. SCY. Density (I'ercent) I7ensity I]ensity Compaction or Qf DT o Elevation (PCF) (PCF) Fail Na. 1~'-"~-~'~ • JC ' 1~?7 5 ~7,21 ~r3 Id Y0 /-51 72 565 1 ~ 8+ Y o (1. 0 3 CD 11.5 LC? q~ o Zf JI p 4 i[)f. o ~ 6 S • r - P~ D'tl+amuWudw[43uag21~sLvrpd I ~ 1 t:! 17 I 1$ j$ d a • r., 20 21 , I I~ I 22 16 L_.~ = 15 ~ I 14 13 12 ~Ho 2 i ~ E 1 ~ ~ ' ~ '1 to I I I i i f 1 P 1 . E ~ r a ~ . - ' ~ ~ ' E I p V1 q, ~ V 1 I I 11- - r+= L id k ~ 12th AVFN1L1E-ZE~~ _4.,r-----_---- i i r-- ` / INLANa 1 ~ PARC CENTRE - [NSPECTIC3N 97204 ~ PACiFIG D ATE: - 5'// Ilf f lt~■~ EHGINEERiNQ FIELD REPORT Na. 707 wegti 7}h • sui►e aoa (509) 458-6840 PAG E [3f ~ `5pvkana, WA 99244 FA}f: (504) 45$=6844~. ~ ~ ~ ~ r ~ ~~~xerr~c W7TINORTl~g~ld91~~g RP q EST ` RM so►Ls, TfsT►►vG & lNSPEGTIvnr ~DAI LY FI ~LD R EE'OR1 ~ Qate Inspectar's Dally Repart No./ : /,I Arrival Time ~ ~ IPE ProJect Na.: - eha er~i / Page Ne. a - Cllent ' . Loc 1 Repnes-entative! phane Rumber ~ General Contrac~r I epresne nurr~t~er ject Managerl phone nU ber Subeontractor • 'IRE ro r~.+~ IPE F€eld' Representative Man,~ ower & Equipment Us ci ~ /~f~i ~l~.v ~1 ~7~ Si~•~ imments: _2titOvm,plstedApparently /-n/r.lf~ jQV 710 perSpeclficat€ons Prvblems f andthafr5otutlons) • i~.t' Ta -14'Lja~ ~f" ~~va .~~i~c /~9.~~'r1•tl C'_r~ ~.~r~~ /4z 1-2-~.~~ ,1 ~ e J 'IIZP~n r-,~it ,r~°'~~ C~a /0/` r.7 e,7-,15:;' Y1.~'a rJ P ~c~"i7~s•tZS 'f~ ~'i f . ~~I~!' I.J^P ►r` ~~~J~ ~~.c..~rr,~7 /~J~ S l2d / .~'~'~,.r /7 -~r~., v~. r r ~ J; i f iL [PE FiELD REPRESENIVE GOld7FtACTOR'S REPRESENTATIVE ThEs document snd refer-8nced addenda are to be considered preliminary unt3l reveiwed and slgned kty t.he IPE ~-cvnstructiar~ er~gEneer an 1 c IPE ~iiiii~+act manager. C Date pate TPE NS I~CTIdN ENGTNEER • IPE PR[].IECT MARIAGER Corcespanding DeFiciency Report No: ~ ~ ~,°~~F►~' ~ NOR9 HWEST ~ 4 St]lLS, TFSTING & lNSP,ECTfON FIELD REFORT Date inspector's Dady Report No.: IPE Project No., Page Nv. .--y of ~ ~L Comments - (Wck -mpftsed 9PparonlY P- SP-M-fixv% pmbfiins / at,d ftk cenObna) ~ C ~ ~ J''' ~ ~ ~,~a / l'~ ~ ~ I'!~ _ i -4 t"` •.lPE FIELD FiEP 9PE CE [PE PM COHTRACTC7WS REP • y -~°f~l~ ~ SA'w° 1j sp- ~ C, [ S i G4. 4 ~ ~4 ~ Ca v~ri; ✓G' ~4~ °1.. . `7_7 .f . . , o~~O~ElIF ~ ,~g ~g ~ iVORTl~WES1 ~Fam SatLS, rFSre►v~ ~INsPEcT[vN aA ILY F IELD REPORI ~ - Date Inspecfor's aaily Repart Na 14rr'tval Time 1PE Project No.: Q4eafner r Page ilo. / or C[ient l.,o~ a Repre tivel pharre number , . l.~ ~a ~ --~1 General Cvntractor ~ e enresenCE v, nn number I:.PY 0 6' - 0 3 7 7 Subcantractor IPwroject M gerl phorre nc~rnber ~.•~.~~~1~~:.~ IPE Fis1d Representa4ive r-1i sC/~t Manpower & EquEpme t l7ssd '~'~~jr.rlAi ./~.~f , ~ ~XSS~ZC± . ~ a ~ r~.e..I~ ~ )mment,s: f ) ~ ~ _ oricComgteEed ►4pparently perSpeatficatlans Pmblems and their 5atutIons} . ~ ~'"s•, .i"" /i.!J'rJ.~^ ~~J ft C° ~elo;~, ~r 10ra 1 ' ~ !`./'!'~„r'°~~ ~s~➢.~! C r~ frl ~G~.r.d.• . e_ f7a <'F ~~.r.r~' ~~~r ~r~"~~- _ ~ T r c . IPE FIELQ REPRESEN VE Cf)NTRACTOR'S REP'ftESENTATEVE 7hls dflcument and referenced addenda are ta he cvnsldered preliminary untl; reveiwed and signed by fhe IPE =~--s -,C•constructian engineer anci! r 1PEE pra3ect'manager. ° . , . ° , . . . Date flate ~ ~ • 1PE NSrUCTIDN ENGINEER - IPE PRD.fECT EViANA4GER - Corresponding Deficiency Etepart Ho: . z ~ r ~~EflEq,~~ P~ b ~ ~ nORtl m~H1~ ~ ~ ■ ~EST y• ~~~~~~P•~ SOIiS, T,ES TJNG & !!V'SPECT101V DAAMY MELD REPORT Date lnspector-e Datly Report No~~ IPE Proleet No., Paga Nv. r' ] af ~ Gammenfs c+"'Ork CMV49W appamr* p- specTcatk-.pvbl&na aM h*&Mdkwmy r° 'Icw . 74,1 24;~ ~ t,.~ ~ ~ c~.~r t~... e ~ ~ ~ ~ ► ► rr r ~ .~~r.~: rj •r! ~ IPE FIELO REP iPE CE IPE PM C[lNTRACTOR'S REP fxErtq~~~ ~ p~a ~a ~ NORtl Hti Y EST y 4 , r• RME[l~+~ wa sorLS, rES~INC; & rNsPEcrInnr 6AILY FffibREPORI oate - inspecror's aauy Repo~~ AMva1 Time ' IPE ProjeCt No.. We-a-flieT 'PAgB NO. / a -Z ~r~ o~ Glient l.gc 1 Etepresentative! phane number Ger~eral Cantractnr ~ epre ~ ve p~eQr~e numper ~'r Subcontractar 1PE Praject Managerl phon number ~s'~C1~N e~ Ih rs J ~C~i f' A IPE Field Representative Manpower & Equt~prnent Wsed 14r4 1 SCr- ~',r ) .•..4 D rs c ~ . ✓ L/ / s Dmments: {WgrtcCompletedApparentlY 0.~ perSpecWicaUons Prohlems ~ and ~etr5olut3ons) . /~!?/9 ~r'1 ~ ~ - r•i ~,s. ,`f' ~ ~ t` ~ I.~.&?'.~ ,r7 r~ ~ C.~ /~r'`I~ 4r % i~£ ~s~r.~~ tr~^ J~.I ~J ! ~ ~ ~,/7.~ 1Sn~J ~'r•(~-'L~.[ ~ s.. ~'i ~ !-n [r _~4•~G! ,C`7 //-PO ~ 117 1s o ~ r.tJ Cr~ ~ ~Z~.~ ' • ~ ' - IPE FIELD REPRESE IVE CONTRACTOR'5 FtEPRESENTATIVE Thls document arod referenceci addenda are to be cansidered preliminarar unUl reveiwed and signed by the IRE ~ ~-cor~structF 4engin r~dlor [P E projent rr~aRager.Oate Date IA TIDId ENGtNEER IpE PRO.]ECT [VIANAGER _ Carresponding ❑eficiency Reporf Na. NORTi `HVUEST 1 - sa►Ls, rEsrrnrG & INsPEcrIOrv I3~Y FIELD REP4]RT Qate lnspectaYa Aaiiy Report No.: IPE ProJeet Ha, Paga Hp. ~ af cl~ • Camments + - i'V"k -MplaWd appWerVJY' /a) 17,2, *1"7n /"I-(5) X4 ✓ f ~ Rer specFcatiaris, Pmblems ~ - ~ end me'r soaiom] 76 C /~I ~.P ✓ r. ~ ~ c 74l.e~ 1 C, /J AJ ~ . 9 _ ~i a ' - i ~`1 ~ ~ f/ r~''v N _ • [PE FfEtD REP iPE CE IPE F'M CON3RACT[]R'S REk' y ~ NORET HWESl+ svILs, 7rEsr►NG & IrusPEcT►oN []AIL'Y Date inspeetors oauy Report No Affiva1 7Ime ° I PE ProJect No.. lnreatner Na~e No. ~ Qr 3- - Client , l.acal Representativef phmne number General Cantractar ti;~7 presen~vrae numner AJ Subcontractor EPE Pnojeck Managel phone _Ream, er YCI IPE Field RepresentaUae . Manpawer & Equt~pc~ent ~lsed _ ~j I~r c~e~ =C~S ['~.Cs ~1►'l.ieit~ ~ 1-.Zi eP4 r ~l / ~ c A /1r)n annments: } , _ York dompiQtett Apparently perSpeeFIaatiorts ProbTerns and their Solutlnns) . ~"/,r"'c.,~~i ~ +~S r r~n f~ J~ Gc l ~r~.,:✓' f10~ 3. /4/xz. , ,14/r..@._ fJU4Tr~, - • ~ . !9 ~ S v_G,t3LeO 4e' n 0 C_ a IZ- 141 r ~/.c*e.. 0" eel~ ~ &~I- c.` f°"raki.r J 7~x.q-. '~ri u..~•~~ - . f ~ [PE FIELD REPRE5ENTATi~ _ GOIIITRACTOR`5 'FiEPRESENTATIVE TrLs dacument attd referenced addenda are ta be considered prelimtnary untlf reveiwed snd signed by the lPE • ~-c~anstruc~ engineer 1or1PE•Qrv3ect man'ager • ' , . - Gx . • ; ~ pate Dats I G[7~bTRLICTION ENGIf'+IEER • IPE PRO.7ECT IIAANAUER " Carresponding Deficiency Re,part IVv: - 4h6 NORTHWEST Am w]r1 - SvfLS, TESTING & INSPECTIalV DAMY FIELD REPOR.T $ate inspeder's paily Report No: ~h 4PE Pco]~No/' Y F ~ Page t+ia. ~ af ~ Camrrtents IV.brc°°mpww appm-* yed Ade- er.t.G~~ per *eff-fiorM PrcUems suwrsir60kd10ns) ~r ~ 1 ~i~. ~C~. ~i, P C' ei" c ~ .7fs~! f•J ~ . I~t'.~.T.r'~.~ ~ o r X" A.Jf) f kl ~ ..IFE FIEL[} REP 1PE CE 9PE PM CL]NTi3ACTOR'S fdEP ; I I 1~ I + j I I ~ I 17 ~ 18 Q i I 19 20 21 22 inx•fdlccl 16 c _ .~dlall..~~ ~L_,~ L~, y-.► _ i a~-_~_° " , T5 14 13 ,~,~er~ ~ r ~ ~ -ect Cl "'Y 12 i I Q I i 2 I I ~ i 10 ~ - - ~ ~ ~ i i € 7 6 5 ~ 4 p ~ ; i i I mm3te'w~ L __._-.,___.a-.,...sa____.--___.:_--.3-_.-q r - - - _ T. A~~ AVEI~iUE ~ r ! - ._s__- - .,r_~~----s--~. i INLaNQ ~ f PARC CENTRE - INSPECTcON 97204 ~ PACIFrC DATE: FI ELD REP ORT N o. lo ENGfIVEERINQ 707 W8st 7th . Suite 200 (509) 468-E840 P,~, GE ~ af~ 5pnkane, WA 992{}4 FAx: (509) ~3-6844 ~ . ~ * ~ I V ~~~~~~~T :2s aFlmER~~' ~ So►LS, rEsrrnr~ ~ INSPEcrlaN DAlLY FIE0E3 REPORI Date "Y.~ - inspectves Daiiy Repart No.: ~ Amival Time rPE Project No.: . iGgea~ne r page Nv. ~ • A ~ Cilant . , Coc I Repr+esentativel pnane number ~ General Cantractor /f ~ e,p vne nurnoer SlUi ~//-Q,~^ ~ s -/r Mr rn - . ~':-o^ Subcontractor 14 Pmject M n gerJ phone numi~er ,~.~`4- ~ IPE Ftsld Represent.aUve ~■E Manp€rwer & Equipment Used ~~tl~~r~ftr~'~ ~c,, r;/~ ■ ` /~r~~ ,11~~P~. /rJ..~-~ 3~'~~ ~°r ~~~~rs E.~..~a~, A ~'~rf ~ / ■/LJ rvlrJ f~ _ - . _ ~ dd I , )R1RZBntS: 'orts Camplef.ed ApAaa+en#Iy rr e perS,pectfIcatlons Prvhlems - / • ~ and tf~eir 5otutionsy /r r~ I %~1en ~ 1ef kv ~ ~ - ~ C- r~ / 44~~.e .CJ f.~~I~r./ 5 ~ ry~I i] ,~_c C'~ ~ ~6~9►.f~ I'.A .00~G 7Z,_ ~J.,14 f, r./`le ' .4cr.. • • . IPE FIELO REPRES~NTAT~ CC3NTRACTOR'S REPRESENrATIVE 7hCs doaument and r-eferenced addanda are #.a be consiaEered prefiml~ary untll reveiwed ar~d signe~l by the IPE - - - `~cvrts7t, n ~ertglneer 'loi^ IPE prnject mar~ager. . . , , • . ° . I~ate ❑ate IP POt, T uGYION EtVGlNEER • IW~ PRa.~~CT fViaNAGER CQrrespanc#ing Oeficiency Repart No: o ! f ~a ~ NORTHWEST " SO1LS, TESTfNG & lNSPECTION - DAMY MLD REP C)R.T Qata Inspectors Dally Fteport Na.: IpE P'rojec# Na., F°age Ho. Of r _ ~..r ~ . Camments P- R)Kr-wru. mbtEms eeb Crtrgakdw6s} ~ L9 57 .~it~..(fPF~ / L /J ~flt ~t ~i I C~ ~ ~~.10- r►.'~r`~~rG~.•r K'. L~ ~ ~:~r~rr{ ~ I° ~l ~c J J ~ r s l`~- r'°'~~ 1. ~.P ! ~s~ ✓9.~►@~ /r~~G~ e..s., ~ ,'14f'. fr ,41-1/ u ~..c~e~►~ r ~ S' .0 00. ~li , r~! ✓ '~_.~a..y .t ~5,~ d,~~P s -74- 4' 4- 114 I ~ I'~I~/IS~r~'✓ ~ ~.1~ l"~J 4 i 1~& ~~r~~ r~~~ , A07 rlL-~ ~ •-IPE FIEL[]REP [PE CE IRE PM CDNTRAC7OR'S FtEP s • . T ~ `r"'~ ~~fNF 1 ~w W 4 NORTHWEST R~4EA~~'• svrts, TEST1NG & 111fS,PECTIL]N NUCLEAR GAUGE TEST RE►~~LTS Job Name. STI Job Na. W.O. Field Report Na. 7 Date: Tech:orI`yj DS= MS= r 7503 Tes# Locatian Ft. $elow we¢ Moisture I3ry Max. Percent Pass Retest No. SG. Density (Percent) Density Density Compaction nr of 0T Elevation (PCF) (PCF) Fail Aio. Z/ C& ~ L~~ - ~ ,a= ~ . . , , _ ~~~~-Wyd 17 I I j 1~) • } j ! + i _ . o., j 21 ~ 22 77__ ~ I E f _ ~ . - , ' ~ ~ , L-~~ FIC 15 14 13 12 L- I~ I (D 10 I~ 1 E ~ E - ~ f I ~ 1- ~ 7 8 ~ 5 - -e ___....`__-u.+µirn~?kr• µ aa.?~-- _...____T ~ Wlw - ~ _ -_c➢RRS'1W-m...- - - v- - - - r L~~ oLT64'1M~-~- 12th AM" ~ I ~ ~ ~r, - - s___.- - - - r_- -2 ~ co . . ~ ~ ~ INLAND f PARC CENTRE - fNSPECTFON 97204 ~ PACrFIC aATE: z11~~,,o;,7ffl"~FlELa REPORT N o. ~ ENGINEERING ~ 707 w$st 7tn • sultB 200 (509) 4W-6840 ~ t~l ~ E~ O f G~ ` 5pakane. YYA 99204 FAX: (509) 458-684 4 / , ~ I P ' ry ~ ~ o ~ ~ NORTHQP Y '~ST kOxAME~~~'~ soILs, rESTInrG & rnrsPECT►anr DAELY FIELD REPOM -Z [nspector's Daily R$port Na.: ~ Arrivat I`ime IPE Praject No.. c . . / Z2~. VPea~}ter ~age ~ia. I o - c ca_ Cltent . l.ocal Representative/ phorae number Gene[aI Gontcactor ~e~e~~~hone numoer 5ubcontractar IPE Project i4'Earaa ri phQna number Gt C 9P /7.~ ~f orrJ/ I P E FieZd Representat€ve JX, " Manpower & Equipment RJsed . e- '5'c1 "e, a La /0~.~- ~ f C' c ~ W 2a,,- r~`.~-,C4~ .s' . ~r mmeni tW. /r ~ • ~ ~ ~ ~i'o-L ~c_ S ! ~ ir1c Cotnpletet[ flpparenUy if perSpealticatEorts Pro6lems ~ and~elrSv'tutlvnsy • t? ~ra~e~ p ~ e ~ 7 4? /C I17 Ac c".r.. ~ C'i !ti r7] ~ ~~...t ~ tA rI f ~ ~f-IA^a L4 /S ' 0 n/' . ~ 74 : 1A ~ ~ ~ _ ~ ~ ~~C~'~' ~ ~ A41- ~e ii`~f .1 - - y IPE FiEL.D REPRESENTATI CUNTRACTOR'S REPRESENTATiVE 'r`Fi[s document and referosnaed $ddenda are #.o be;coresldered ,preliminary until reveiwed and slgned by the [PE '~-construcition engi 77d1or 1PE prcfrrisriage~. Qate Date . ~ ~ , 44M~,, 15Lkf IPE CON&Rl10(]h1 ENGINEER - IPE PFtGJECT MANAGER Gorres,pvnding Deficiency Repart Na: - tERE~ ~ 0 ~ g ~ NOR~fl HWEST YpFqMER~~ ~ - SQlLs, TfST11VG & lNSPECTlO1V - DA~Y FIEY.D REP0R7" ~ ~ []ate g CnspecWPs DaEty ReAort Ho.: ` ~ IPE PraJect Ho.,~~~ Page Ha C;~ of ~ CQrrsmenfs - ~ CAbrk oXnpWM app-x* ~e ° ~ /1~,~~' !.r +C4 am dier Pwuwm, ~ &K el ~4 a. ~ dcr. .7~ ~ - ~ -IPE FiELD REP IPE CE [PE Rh+l CpNTRJICTflR'S REP _ . - - - - - _ - ~ ~ ~ NORTHWEST ~ °FAM saIts, TEs~ING & INSPECTIaN 6AILY FIELU kEPC]iti Dafe Inspao'Gor's f]aily Report NQ : 7 An'ival'Cime I IPE Prnj~~t No.: • 1- We-a-ther 'Page Ro. Client , l,oca! RepresentstiveJ priane number Geraeral Cflntraotor / e epres,~ taUveJ phone numDer ~/~t'.-P ~ t'~ ~ ~i ~r r*7~~•d ~ f1/ ,~.[ra SubcantrActor ~ IPE Proeck Ma erl haraj' number IPE Fieid Representat3ve Manpower & Equipment Used ~ ~~-,v~,e~.•f . ~ r~.U 1~Lie.-rl-,~ !-f9A~~i. . / / ~T -f'i G-~ r~/'s~11► ti' Gi.7`C~'~ ~l ~ ~ _ ~ el~..~ S 1~''+t'l _S' ~C-€'.r ~D~. / G~ T`iw,r ~ ~ ✓ irnraaents: ~orkVY~~~~dApp-arenldY4,d-.2e-" ~ ~ ! ! i.J ~rV /f' ~1~ ~ ~ , ~6:t.4~ • CJ ~ ~.~f rLC / F perSpsoKications Prebtems andlhsIrSoTuUons] IP I'1 S r/~Zit~ 74~ . ~ . . A4 a t? l~ :ff d 1~/i.e f',~' r r / ,r ~ I~ ~ ~ ~.v..~ C~ l"•` 1!~'r-t.~ / ~i ~ 7~~ ~~crI~+'d a 5 r1 ~ ~ ~ ~ ,.7~ ~13 570LIOL'rl r r rr~ A~,►~ i°~~r~~, rri, `T L a gg gar, et~jka 004-v Z~-&jg a- dz~j w - " lPE FIELO REPRESEiVTiAA;r CONTRAGTOR`S REPRESENTATEVE r `T1tls dacument and referseeeced addenda ace to be cansidered prreliminary until reveiwed and signsd !oy the IPE consfruc6an enginesr e'ndlor IPE pinjeat,manager. FCAY101, Dat~; Date '44zv IPE ~N R CTION ENG1NEER - IPE PROJEGT 1V4ANAGER ~ Gvrresponeling Deficiency Repart Na: . ~ ~ 6 a 4 Yy O ~ ~ ~ HWEST ~ QF+4~TERtC~' ~ RP ' S0lLS, TfSTING & jIM1lSPECTlON DAILY kTELD R.El'C3RT ~ - _ - oate inspectoYs Daily Repart Ala.: 7 IPE ~Prafe~ 1~flI"1 ~ ~ Fago Ho. ~ of ~ ' - `fr Cominerits / ZI-~ X-Z 4s 7t7 f7Pe5; /'/a A. c~!a~ /-/z7z' 1 -,0.. ~ n T~.e 4-V( ~ ••fPE FIELD REP !PE CE IPE Piti'I Ci]NTRACTZ7R'S REP n t E . ~ r - 17 I8 19 • 20 2'E 22 1 . E~ f I L s ~..1 ► '~.'~r"~ ~ i , 15 ~ 14 13 ~ 12 2 I j L'J° I~ ; d i . ! I $ ~ I $ I ~ ~ • ~ ~ I I ~ 10 ' ~ _~r _ 1 i ~ • q ~ I I (Jed a~y f ~ 8 ,~;1 ~ ¢ + ~ p ! 1 !J l 4 I ! ` r I ~ cmm rw--- _a- - W L-~ ~ - 12th 11VFNl1E x I ~r ~ r- e ~ J INLAND y rPARlr LENTRG ` INSPECI IVIV 77GV4 PAGrElG DATE: ENGINEER~~~ kAfr~7g- FI ELD REP OR T No. 7 707 ~ Spak nee t Y~A 99 Qi4 200 ) ~ 4'58-684~~ 1`11.7 E ~ ~ f~ ~ w • i~ . "1~ •YJ RP 6 ~ NORTHWEST pF~AfEH~`~ ~ SojLs, rEsYrNG & rHSpEcr►aN pAILY FIEW kEP0R1 aate Inspectaes Daily Raport No.; f~ I ArrtvaT e 7 L IP~E Projeet NQ.: ' . ~ `r 'J~ . . VVe-a-ber T-age go. ~ o f . I Client . Local Re,presentative! phone numbeE fleneraH Contractor f Mfe keF} resen) v p one nUmber 114A/ ~r Subcantrsctnr IPE Project Managerl pha enurnber IPE Fis1d Repneseritative t~ 9~,~i✓-,~.;-R ~u'la c~wer & Equlpment L~s~:d ~rf •rrxc+r.r +~~:r+r~.) r.~~.. 17 i f'a e%1 ~ ~ v~n~~. S .~r~~Ii~ ~~es` , ~ S'~' ~ ?'3 i 2 It) D O-P-e_.~' 7' -i-fA C-~- e imments. Py' ♦ / / ~ _atkCompfatedApparenfdy ~F? ~'i i^ I I~~ i'I-•~ E!~' f{Z~r J~ ~ ~'C perSpecliicaUvns Pmblerns and the[r5vlutiansy . ~ a ri .G ~r s~►~" /~i ~ ~ i1~,~~~ P.~~° ~s e Cc ~Za4 J ~ ~P_ r.~►~ ~~c.~~r~ . jtoS az i-Ze_ a ►'~I /;~1-a7 Z~ .✓'r F~ t~'~-/I ~r ~►.174 " . / /ez C'e- C~ 4 - ~ ~ IPE FtELD REPRESENTATI G{]N7RACTOR'S REPRESENTATIVE . Th1s docurnent and referenced addenda are ts he considered prelimlnary unt3l reveiwed and signed by the IPE ~construc#ion eng3neer ansUar IPE pr+aje& manager. ~ ~ - . . . _ 11- Date f3ate IPE C ST C~C]N EiVGlNEER IF'E PRVJECT IVIAHAGER ~ Correspnnding Defic@ency Report No: ~6EYtER,~~, ~ NORTHWEST AldEA~~'~ - svILs, rEsrrNG & rNSPEcrraN f DAIELY FIELD REPORT 'Dape lnspecfoes aa,lly Repart Na.: , - cy 0 / IPE Pmjact Ho., Page Ha. ~ 04 Ctsrnrrients {wM-MPMa WPwwdr W tmgr &WLAkm, 14,4 ~ 1~.~9 r?~ ~ h~~.~J~~.~"]/' .t~ i~ r444-- u r . ~ ~ APE FIF-LD REP IPE CE ]PE PNi CCINTRACTOR'S REP~ ~~~~~~WEST oFr~'". RP svILs, TE5TING & fNSPECTfQ1N NUC~EAR GAU~`sE TE►yT RESULTS Job Name: STI Jvb No. W.O. T FxeYd Report No. Tlate: Tech:,TsZ.44.1 ns= Ms= Test Location Ft. Belaw wet Moisture Dry Max, Percma Fass Retest AIa. SG. Densiiy (Percent) Deenssity Uensity Compacivn or of OT Elevatian (PCF) (PCF) Fai1 Na ~ -5P 7- l,~ C, c) 2 -5 y 1,2 e-I X2 p ,~2 /.;P5~2 , - ~ " . . v:iPcEMWUGICUDBeger~cwye ! E~ j to ~ 17 1$ ' 19 `0 r ~ 22 d • P ' ~ - . ~ ~ ~ l~ . 15 14 13 I I f1 1 ~ f r I I R I 6 j 12 ~ j_.Mio s ~ I ~ ~ I I , 8 9 14 ~ ! i ~ E ~ ~ I • ~ I I . , Is I - - ~ I I I ~ T~I 5 4 r - ~.-~..a.....,... , x.~,.,..w.we. . 4 ~ a. . ~M... _~e_ - a...:....w...,_. a.. ~ ~ ~ ~ i . I _tust s rw-__-_--__...~._ k I L._ • . f - sasr.~w---- -___~.__,~.._-_--~_~.a.,..____.___v-_,~ ~1 - ! ~ 12#h AY~MlE h l r ~-----------~--r--~~__~.._.~, r i r-- ~ INLA►ND ` f PARC CENT~~ ~INSPECTiON 97204 ~ P"A~~~~~ DATE: FIELQ REPORT No. C.- . ~ ENG1NEERINQ 707 5,~ok nrs West 1H'Ah892b1~ 200 F5A): ) {5458- 09} 45B-$844~ ~ PAV E of ~ ° J ! 1 a~~~►t~c ~ q ~ N'~ RTHWEST sO►[.s, TfsTrNG & In►sPECrranr DAI LY F lELD RE PORl Date -1 7C~ - InsAectar's Daily Repart f►in.: ~ • !3 ArNva1Tim e 1PE Project Idv.: ~ . 0 '~fl~er ~ 1~.' I ~ ~d ~ a9e f~o. ~ v ~ - Client , l.ocal Re,presentativel phone number i3eneral Contraebor Represent pttor~e nUm~aer 5uhcnntractor e,• [PE Rroject Man eN ph€~ne nt~mber IPE Fie1d Representative ~ e- ~il.r~~+► Mar~ ower $c Equlpteze~at [~sed 4.~~ L d~Q ~CJ t:_i'4! !``-.►-r.~.~ amments: rr / I tWorts Compteted Rpparently per Specifiicatlor►s ProbZerns ~ andthelr Salutigns) . ~3 j~ .~p 1 ~`~.r' /l~./~►~ /7 ~ I.! G~'.~il.,~!~~~`9dr Sf~ 6l0 O'G !^.~0 O~~ 6,6r'r~~ ~'e fa", 74s, ei ~ ~i~ A I"~ IG-►` ~~~~fJ~-1 . / ~ ~,~17 ~.f l~if 7~ .S- 7!!!:fr.~ ~ ~ l~_ 1 % ~7 ~ IA~,r-1^~!l~ ~I✓I T ' - f -F t4 les I 132 4--~ / T ,o 74 C 7e-- ~ [PE FIELD REPRESEN VE G{D'MTRACTOR'S REPRESEN`f'A'FIIAE Thls document and re'Ferenced sddenda are to be cansidered prelirntnary until reveirlved and signed hy the !P'E ~~•M: ~ .coastructlon engtnes andlor IPE pr`rije'ct rmareager, ` ' . _ •:aate - Date r E c ITRUCrIoN ENGiuEER - iPE PRoJEGx MaNAGER Gorresponding Qeficiency Report No: Uy a dc ~ ~ ~ ~ 00FRM i ~~~f~~'• I ~ NORTH~M` EST S(]1LS, TESTING & INSPECTIQN - NUCLEAR GA.UGE TEST RESULTS Jab Name: STI Job No. 5~.U. ~~,r'r' 7.~r3~~Y 'W Field Report liio. ~ . Date: Tech:~-T Ds= - Ms= Test Location Ft. Belaw tiVet Moisture I]ry Max. Perccnt Pass Retest . Na. SG. Density (Percent) Density Derisity Campackian or ofDT Elevat~on (PCF) {PCF} Fail No D ~ --q.~I T ' • . . . . f~ Ct ]F osmslAlur,kastluwTcstwpc. t i i I f'I ~ 17 n Is 19 I 24 Zf + ~ r 22 • i~ i 41 ~ 95 ¢ 13 ~ 12 . ~ , i ~ 2 k V I? ~ 1 t o , 10 , r ~t o ~ - _ _ , ~ ~ i ~ i r ' f ~I I 6 7 8 ~1 3 ¢ ~r ~ ' ~!J ~ ---------•r---- ~-T_---- I rmxerri--- __-_--_----°-°--*1~ 12fh A11E]ME s- - - - - - - - - T_- s- -r---°~~.~~A. ~ i r-- ` ~ INLAND PARC CENTRE INSPECTION 97204 ~ PACIFIc DATE; 2.411 FIELQ REPORT No. ~ ~ ENGINEERING . 767 West 7Eh • 5uite 200 (509) 458-6844 ~PA Lj E~ of 5pokane. WA 95204 Fiec]C: (509) 458-8844 ~ r ,b ~ ~ NORTHWEST ~•OF~M~~P ~ SC?lLS, TESTJNG & INSf'ECT1ON (3A1LYi'ELb -RER0- -R- -1 UaEe tnspectar's flally Repvr# No.:~ Areival Time IPE Pmject No.. Irveatner 'Page iqo. ~ oxZ/ - cliettt Loca! Representative[ phvne number Geqec~l Carttractar ~e ~r~ ve p one numper ,~t"- .75es, ' Subcontractor l~ rnject Mar~ag~r1 p enumY~er IPE Field Representative Manpower & Equipment l]sed r amments: Iprts ~mp[Qted Apparently ~ perS,~ectficatIons Probiems ' and tlisir 5nluk3flnsy • ~ ~i.e,.e ~'P ~ /~°7 ~ i ►~7 e ~i~ .s'~( ~ ~ ~r3-04 's / J a OL_ rVl~'lllh c_ //f .44 a ~ r' +1 7`/ ~I Sloeel, /Z~ , 16P d4,;;, ~'Pr t , _ . . r A5 cr..r ~ ~c / r d-Tt [PE FIEL,O REPR SENTATI11E CDNTRACTQR'S REPRESENTATiVE 7h3s dvcumerrt and r8ferenoed addenda ane to be consldered preliminary until reve3wsd ana1 signed by the iPE - - ~-aansWc~1 engine -ncllotlPEpt, ~rianager. • - . - , . .'s-''`~=„ , . ~ Date ❑ate . 1&CS-T;U0T1ON ENGINEER IE~E PROJECT [i~EEl~HAGER - M JEEWMNMEE~ Cvrres,ponding []eficiency Reparf Na: ~ ~ NORTHWEST ~ • ~FRMEft~C~. SOFLS, TFa TING & P1VSPECTlON' - - - DAILY FIELD REPORT d InspeMr's pafly Repert No.: ~ EPE Pra)ect Alo., Page Na. ~ of ~ Comments (vmork -nplew appw-trr m sp-d'reatwns, prubkms f arw t3~ek sabaSvn} o~? J e~rP I.p InL A. V,9ftI • ~~r-~ r ~'OJ.~ S ~~,/r ~Y_-~ JT-~ /~~"ip7~' ,,Far atrl~// 1'J~ .6 /'r~' !R!T •+"~.ir . J ~'~d~y/. l.~l'/ C}.r-F`O ~ ,+t r7~ft7~ . . 42An IPE FiELQ f3EP !PE CE iPE PM CC]NT'FtACTOR'S REP .t • ' • ,'.i ' r~ Cp ~ NORTHWEsT svILs, rEsrrNG & rrvsPFCT«N ; - NUCLEAR, GAUGE TEST RESULTS i 1 3ob Name. STI Job No. ~v W.Q. Field Repart No. • Date: Z~.4~iC 7R° Tech: ';~~Xr DS= m[s- 3(-o-1 ~ Test Lacatian Ft. Be1ow Wet Moisture Dry Max. Percern Pass Retest No SG. Aens.ity (Perc.ent) I]ensit}r Density, Corr►pactiora ar 'of DT Elevation (PCF) (PCF) , FaiT No C) ,1,714~ 7ti p " . • --a: _ . _ . P~ - O 1Es~anslbindce~diuageTeatv+pd ~ ~j 11 I 17 i 18 19 ~ 30 21 22 1$ + ~ , I 1 15 , r 14 13 - R o ~ i i - ~ ~ ~ ~ ~ 12 i S t4 ~I ~ f . , • ~1 _ a~, ~ p i ~ - ~iz ~r I " ~I I ~ E I I _ I I ~ 7 6 ~ 5 4 ~ ~ ~ I I ~------_-~r ~"~rr~~ + J a.,~...M.~,,,, - ' I ~ ~ -ssttt.~,w_______...___.a6a~J r k ~I ~ . _ ~ I . P ,ft A►EMZ . r------^_- - - _1 _-____-__r4-------- - - , ; i r--- t IwL►aNQ PARC CENTRE INSPECTIaN 97204 ~ PAciFIc ~ ENGINEERING DAfi E: FFELD REPOI~T Nv. ~ 707 wegt 7tn • suite aoa (509) 958-8$40 P AGE ~ C)f Spokune, WA 892{}4 FAX: {589} 458-684 4 ~ ~ r ~ • ' ~ r~ Ay ~ NORTi fWEST r•OFpME4l1~~' ~ soIis, rFsTrnrG & rNSPEcrroN QAILY F~~0bREPDhl inspectars E?aiCy Report No.: ~ , A'niva! Time ~ 13o - lPE Prof ec't Nv.: ~ / . 2b L/ r-age &o. ~ or ~ - Client Local Representativef phsine number General contractar Uffe-l7e resen ve p ons numner _ZIA Subcontractor fPE Pro}ect Managerl p ene numF~er r~~15~ IPE Field RepresentatSve ~a ~ ~~~iC~ c•~tj-~--~ Manpawer & Equipment Used p'`,-o ~k-ej ~~9!'f~ ,rl~~~.rat~ I H• i ~za r+ ~ i ~.~CSSa~ ~ ~ Io~i'~ .~JC S~YI, C. C~ ~/'r, ~~irP t~~f,taP~~ ~omments: f` ark Cam~sieted ppparent~yr ~F~,.- C,1' ,r' . ~ /J s ~r~ {~a~,r t? h~S~t"'r,~f ~fAR ~I C~ perSpacHivatIvMS Pm'hlems } r f ! and thelrSolutiensy - , )3 ~ ~ ~ ~ I,..~G ~ ~r~ l~ ~'~'II~~'~~ ~`~,•-e_ ~ r- ~ 1d~,~ ~ /I 1D tll J2~ G r Apo +'-'T r: ~.,.rf ~ P h ~ ~ / ~i'. C.P.~J f ``~r 244 41i lC ~'1 Ct~ ~'r r~ ~ s ~'r~ ~ .r P AA ~ r ~a. I~ W-P ~ 1-4- 0 - f ~ ~a F5 I1'E FIELD REPRES T~VE G[]I11TRACTOR'S REPRES'ENrATIVE -TFtis dacument and referenced addenda ane ta be eonsidered preliminary until reveiwed and slgned by the lPE cans~Wengine or 1PE project rna riager. date Qate IN EN[3lNEER • !PE PRC7.7EC7 MAHAGER Corresponding peficieney Repart No: ~ RP ~ NORTFIWEST ~DFqMER~~' ~ SDlLS, TESTfNG & !NSPFGTION ^ I)AMY I+'MLD REPGIR'T Dake ~ ~ ~ lnspectoY's D~ly Repart 1~0.: (7 EPE Project Na., Page Ho. r-} of ~ pL Camrrzents {'A1a*°°mpbiedspp&-ently .7 C.~ d►1, ~'/I`~/ ~"Y 3 ~ ~ ~f~I Per speafira6ais. Pmblens / - ~ and ffi& wUiamy 1-les ,.14 "oo/~~ ~ ~ ~~e n..t-,.S Xi"'.. . ~e, 4t _ s , 7 0- /1 f,rt' V. O ~]~`7, ~ 7 / .~.~s ~1l~~ fY. ~r~►'P ~a.~Y ~ .,i 1I ~~i ~ r~' . ~ 7 ~ ~ : s'~v ,r'~ ✓ ~i'}' ~'1 .!J ~ ~G+-v ~ ~ ~.1~ J~d` AI ~I. ~J,~A~' /`Cca! ~ 1~ ,~~e_ f~..~ C~.,~"~t?~ ~ . J-(If • ~ fFE FIEtQ REP IPE CE IPE PM CONTRACTDR'S REP . ~ NORTHWEST ~~~~c~~'~i~ ~ SOILSt TEV'TId*G & lNSd ECTIi.ff! ` • .L '4 US+'LilAR GAUGE 1t. itSi RE!✓ R! LTS # • ~S ► 7 ~ W.O. 9 l I {!al~ No. / ~7~ Jab Name: Field Repvrt No. Date: 21Ii,t~x Tech:::)-~'~, D5= l/4,'7 ~ MS- 7.( n~ Test Lacatien Ft Belaw Wet MaisCure Dry Max. Percent Pass Retest N4. SG. Density (Percent) IDensity I]ensity Compactavn ar ❑f DT Elevation (FGF) (1'CF) Fail No. ,7~e 4P 72'p~~3% ~ e ► J ~ • ~ ? 0 o 7 1 n 1 w, 5 p . - ! Z , t 1 0 IFoansW, Mrmg0resLww r. 17 ~ 18 ' 19 ~ 20 ~ • ~ i ~ r- s ~ i 1 ~2 ~ i F 1B _ ~ I I I ~ ~ . 0 _ _ rA L _ ~ f ~ T4 13 ~ 12 ~ i- i i i 2 • 1, I j ' ~ ~ ~ I H ~ 8 i 9 i ~ ~ ~ l • ~0 i r p I A ~ I ` f ` 7 s ~ 5 3 ~ ~ , ,-___o~sr.rrr---_°--------l~ S 1 Lo ' ---------^-f 1ft AVF7M ~ d - - - - - - - - - - ~ ~ ~ • ~ ~Y...s. . . . . o..~~~~~o.~~~~a t 1 r~~ t INLAHQ PARC CENTRE - INSPECTION 97204 ~ PACIFIc DATE: FIELD REPORT No. 23- ENGINEERING 707 west 7ch • suit8 200 (509) asa-saaa P A GE ~ f Z/ - 4 Spokane, WA 99204 FAX_ (509) 45$-684.4 J ` ~ N, • " ~ , - !2 ~ pp~yg6 ii tlq~~e~~}p,ce~{qeHWEST ~f~l~~~~ y N~` ~ SvrLs, TFSrI►vG & InrsPEcrION DAILY FIELD REPORT Qate Inspectvr's Uaity Report Na: ~ C A A~{~al l lrn Q [PG Proje~e'L L I r~ flo.i L~ We-affier page na, ~ nr ~ - ~ Client Loca! ~Represer~tat3vel ph€~ne number Geraeral Gantractar ~Fte resen~iveTpnvne num~er E'~r~ ~r~ r~~''► der/e,r' ~~4--350$ Subcontractor IPE Pmject Managerl p 4r~e r~urrrher ~ IPE F€eld Representative 0(1,0 1C~ Nlanpower & Equ€pment 19sed 7n ".Uj L-:_dC5Scst e- . &&..ck: ifrx io"Aa 4 c- 40~~4-L61 Lp,( imments: Drtc Complet,ed ApparenUy ~ ~C.~..-r. i- ~ ...-F~ /7 s i C~. f~~ ~ ~ ~+~rr~ ~ d 1~ per BpecHiaations Problems r . and their 5vlut~ens) . ~,C'~~~ i j'1 0 ~ ,~X C !4 r tA t~. A /r a ~ ~ ~ ~ I ' ~ a L!r P Iy ] (r 1►9 ~PF a 1 ~I' R 8J i[A ~ f0 1 I I 1 /I"/ ~C J i~ Gif 7 /a ~4 elI ~c /73- eA.I✓ ~`.t 9 10 to e2 Tr 14 c~e t2Y~o o►,e` t~l7L- ~ ~44 io -l d ~L ,t9 !R I i 3 or ~►r"` to r.T i~ Ad Ile~~~~ Gt i~ff ~e, 1 d-t~ - 7 f SJ' /ai ~[7 Q /►i~~~ ,~~G~"' s ra! ~'rr3r` ~~C~`~~ / . C ac . ~ . . r, ~ IPE FIELD REPRES'TIiTIVE CQNTRACTOR'S REPRESENTATIVE - Th[s ciocurnent and referenced addenda are to be cansidered preliminary unUl reveiwed and signed by the iPE cnns3ruc 4ng e ndlor lPE pnojectrnanager. . , ;E`,• , ~C]ate ~]ate RUCTIONENGtNEER ipE PRQJECTi IVIAIVAGER Corresponding aeficiency Repvrt Na. •F ' _ ~ qp ~ ~ ~ HWEST A►PIERt~~'+y S471LS, TESTJNG & fNSPECTIC)N DATLY MLF] REPC3RT oate A I~~ D Inspectars ba11y Repart Nv.: ~ i iPE Project yo.~ ~ 7e)6 '~I Page Ho. ~ ~f ~ GommenCs , f I ~ ['~~v~~~e"tH G..r r► f~ Q~~" ~r►s T~ .s 4~,r .t'e Gy , axr saeffkmSwm,INobiams C emtheir Saukns] ~ ~t a°►'~ e►r •~►.c.. ~ /.+~~1 ~ f- ~I~J d.~sr~ ~~r ~ P _ I:r,r CA ik:~ 7 , 70- I L r A4e- oa f i e o /,4?- Ax_oo oCsz r's , o ,0 C-P . 7 a/vt, 7 5! .-2 LI''.o ~ ~iC'p 9 R~. ~'ir~~► ~~~r►~ O'Ag%il m,e,44t'.tcJ G Y-7%L A-t ~lon &Av-,q.c r - ~J - - - • ~ IRE F1ELC) REP ERE CE IPE PM Cf]NYRACT❑R'S REP ~ ~@ T Ill~ORTH V~~~gE~7 1 Y~ ~~Rra~4 5 ~ ~ sOrLS, rEsrrNG & rNSPECraoN 4 Y ~/~yy R 1 V CJJE~ GAUYE i ~~T RESULTS. Jab Name• STI Jah Nu. 1,71-7 ?c) 5/ ~ W.O. ~ Tec~:~~' I~ 4, ate: ~ Field ~teport No. ~ . , DS= Z/c/7 ici . . MS= Te n,~, . ~ Test T,acarion Ft BePaw Wet maigre Day Max. Percent Pass Retest NQ. SG. ' Ilensity (Ferc.ent) I]ensity ]7m.sity Compaction or Qf DT Elevativn (FCF) (FCF) Fail N°. Q~ 1 Je. ~ ~ ~ ~ ~ ~ ~1.~] ; If►-1, ~ !~`~~r~ 1~ p _l p ~ ' • z t=.._ ~ =s - . . ~ r, ~ ^ . ~ ~ . ~ ' . r o \uu"m\rr„d=0Wffr05s.wpa ~ 4.. ~ , ~ - ~ ~ - , . ~ i~ 18 17 19 20 ~ i U~ ~ : a i ~ - 1 a i ~ 18 ~i r ~ -r-- - . ~ ~ I ID 15 i 14 13 I I ~ ~ s°-- ~ - E I I I I 12 f I I 2 1 I^, i I I I' I € • ~ ! ~ ~ ~ ~ • E ~ I I 8 . I ~ 14 I ~ F I I ~ ~ - - i ' 31 I ~ ~ 7 $ (D 5 4 +r 3 _~-------.,.ra.--Y----.-----4--_, # ...w~.a~.M.. '.,o.;. . . . ..,o-~.,.,. r ~ . «..rr.:.,~... ' ~ eaF°a k L_... . ~ E ~ ~x C rr ~ __.,_...m_-----____.._.»_--------------' ~ Ift AvErnZ r------..c,.,-_--~ r------~~-~ ~e_----~--,.Tr----,--..'-~, ~ E r-- 1 t r ~ INLAND 1 ~ PARC CENTRE " INSPECTIOIV 97L04 ~ PACiFrc pATE; ~ENGlNEERING c)Y~MW'M FI ELQ R EP C3R T No. S . ~ sp'~ ~ee t w~ sszo 200 ~Ax9) (sj a~ sea4/ P1~ GE o f~ _ ~ . r r~. ~ y g NORTH61Y EST ~ _ • a'~4hfER~'~`, SC]!LSa TESTIIVG Br 1NSPEG`TEQN MI`Y EfE-Da '~~~oik1 Qate Inspector's Daity Repvrt Wo.; - ►~r p P-4 14~rival Tim~ ' !PE Pr~ojeci No.r • 9-7 ~ Tage NQ. oT - Cllen~ , 1.aca1 RepresentativeJ phone number General Contractor Wkepre5entaane number E-L t, e;-e_ C'_o~ss -se-QC-17`1 o D" k~`L-,-.. e-e-_ Subaantracfor !PE Projeck ManageN phone number IPE F[eld Representative IL[ , ( (~Dh:. Q~..~ Manpflwer & Equ3pment Useci LQ a-Qt-e " ~ (t, P~fa-'~ Dm1]7eC1ts: IarkCamplatec[ApqarenUy ..A '~r ~1~-~] ~ ~ ~~1-~-+~f7~„~a~~~7 per&psclticaf3ons Prvhiems andlhefrSolutlans) oF= ~,1 ~t ~k ~~r•c_. . 7~~ C..r~~s`~~r~ ~ r.~,~ Fbe, T~~1-r ti1~ r~ ~ 0^n Z~~r. „0p~-~ K) r4~r-U-~ u, ~~ft-- Co rvr Pf~e-Tl o n1 ~ c:, a~-r frs, 'P • v ` J [PE FIELD REPAESEidTATIVE CONTRACZ'QR'S FiEPRESENTA7I11E 'Ghls dncument and refemnced addencla are ta be considered qreliminsry untif revetwed attd sigrrecl by the IPE cohstrtictEhengineer andlar [PE Qr6je6t,mariag$r. ~ D ate Date 1P []N 'I' CTI❑N ENGIN~ER - IPE PROJECT AIIANACER Corn:spond6ng ❑eficiency Report No: r ~ ~ NORTHWEST ~ ~ ~AhfE4~~', SOlLS, TL5x1NG & lNSPECTlaN DAMY FTE+ LD RE.POR`I' pa~ lnspeCtors Dally Repart No.: 99 'zz:. Z ~~ject Ho.. . r Pag0 N0. O1 • at ~ ~ ~ r.omm~nts . , n'v**-nvhftedapp-wMy A !S t-+,5- Z¢a L L-e-P,- F4 per w«Txmt-. wou-5 and umk saruuDrm) A--,O Fii)+2~ ~T 40 L- P IIJ L-r • _APP P-0aCl H-A- ~C..~~ A-*J. t0 ZeA-0 P-, c.c7 E-eG~ 92 ~lp i~Y1 ~ x.l r P'P' c,.~ IS F- L- v ~ !a 0 P-A--C~, EF' 5 i ; ~ '~~.~a-,~.~ • ~~t~°Y`_' ~ P~° e- ~4-F~ • ~~t~~[~ ~ p7 P ~ u9--TO ~ , Pt~ I-M ---17) CLFI- i 7`7r •!PE FIELD REP EPE GE IPE PNS CC?M1ITRACTdR'S REP 1 ~ 17 ~ 18 19 20 • ~ e ~ 21 22 18 4 -___a_ i5 r ~ ~ 13 t 1 i 12 ' ~ E y I i a tj i 9 10 i ' ! I I a p 1-IR-1 - - ~ r i ~ 3 ' 7 Q D 5 4 ~ m l I ; - `-J-r----r---_•..__ + . . , . w,~~,,.~ s'+re- ------------------.._•_----------ia-j pl ~ 12th A11E?IUE j I r __--l------~ r------^°--~ 1 4 A ~ f ~K1►rY1 l`}'re C~om Ppt-C_ll o1J zcS`r Lz>,--A r7 el~fj S, ~ INLAND PARC CENTRE - 1N5PEGTfON 97204 PACtFIc DATE: FIELD REPORT Nv, 7-- ~ ENGIN~ERINQ 707 WB9t 'Ith . Suit8 200 (509) *W-6"0 P A G E ~ v f 4 ~ ` 5pocane, WA 99204 FA7t: (509) 45B-6$44 / ~ ~ ~ INLA111Q PpCIFIC DAILY FIELD REPORI ~ ENGINEEFlNG . NUCLt'AR GAU~'rKTES.T. REfi`~LTS . Joh Name: pA -e.e_ CsSTI .~ab l~Io. W.O. , . Fierd Report IVo. -z -4 oF 9- Dafe: 4- T+ech: &jc) DS= M5- 4-1 9e> , . Test T,or.ation Ft. BeTow Wet Maistue Dry 14Iax. Percent Pass Retest Na. 5~`r. Density (Percent) T]ensity Uensity Compaction or of DT F-leva.tion ' (PCF) (PCF) Fai1 No. ti ~ i?~~~ ~~qa C~a.o I~~•~ -2- Co 4"~l • l ~ .9 1 S3o ~ 3 ~ , ~ - R- ~ . ` r . .~~~iEEiflt,qrG sy ~ 4 9 , NORTHWEST Y• al~~~~~'~ 9 sorLs, TESrrNG & rNsPEcrrvN DAILY FIELD REPVR'f Da#~ [nspeatvrs Daify Report Ho.: Arrivat TIi mel,~ IPE Project Nv.: r t Weafner Page No. ~ o . ~ - Client Laca1 Representet3ve! phane number Generay Contractvr e resere~ ve P o~n7e r~umt~er x~ Jg-,//►~` SubcnntractQr iPE Froject M~_ agerl pho e nurnber IPE Fleld RepresentaUve Manpower & Equipment Used / t~.,~P-~. / f-ti Tr r° ln i~~rC '`J ~r I'~'/'~~ r.c1'~p'3L['~~'0 r4 7- 9 k f~~~ mrnents: / ,r I~ )rliComglet~ed 14pparenf.&y r,~~ a'r~r~ct.~. ~ akS.P e r ~r'. !~Zr" per5pecliications Problenns / ~J ~y and #teirSolutions] ~JL . ~s'4 f. ' 0 . A. ~'1 d-P ! U rrr < r . ~ 'OL"~ r __9 e rf 7~ ~~i_ Ca rC t S /`J11 e-,,.---,44 0 0 /41~ C~ J z-p ~'r`r ~ i".~~ .~CraJ~ r-° I.`rr_c~ • ' ~C,~.~ 7~r~J ~ ~ ~--r ~'✓~.r~ s /1'1 r.~i r~ ~ ~ rr ~7 ~ ~ a ~ ~ rPa R ~r~ ~ ~~Il~~ ~A! X 7`'~ C.~ / y • 1 C,~,J" ~ ~ f~ A . ~ y r ~ L~ IPE FIELD REPRESE~T[i1E CONTRACTOR'S REPRESENTA71VE Thfs documentand raferenced addenda ere tQ be considered prefiminary until revelwad and signed by the IPE "w • ~ constructi" enginegr aiicflvc' 1PE la~61ecfmanager. Date Date E TR~fCTIfl€J ENG1NEER - IPE PR[3.]ECT MAHAGER Ccarrespondqng Deficiency Repar'f Na: ~ ~ 1 ' 6~ I ~ 56 ~ i ~.p~ ~RTHWEST •~F~m~~~• SorLs, TEsrrnrG & rnrsPEcrraN DAILY FIELD R.EPORT Date f~4Y I I) Inspectors Dally Repcrt Pla.: ~ IpE Projeet Ha., 7 7,;b ry , Page Ha. ~ of ~ . ~~~appa--dly d p- q*zfr-d-. p-blems soMMa) ~ 5 `~t G; r5 rea ,5 ta (.7 t e L_ tr- ~f~`t~ ~ f' Gi I-'.~d r' ~ r X4 1 N~P~ J""`1 I' 0 At/ r-P r/-c ~ GLA 0 -pi Y7 1' r) i ~.1'i ~`1 JC G s~3' ~ r!'~' ►r ~~G-[ ~r. c~ r° f,9 ,~~,/`~gF' d v_+ . ~r r',~►~,~ ~ ~g _e 24- q c>r I-j~ ~4 ,4/,,7 - ~ ~ .~~~s . 1..~ ~ r►.r'~` rf ~ - ~ ~r, 04-1 !1~ ~ ~ r~ ~ r~~ ~ d~ ! v t~.~ ~ ~ ~'~,r~ u,~ - Flul ~IPE FIELIQ REP dPE CE 1PE PM CQNTRACT4R'S REP ~ ~ NORTHWEST ' a~RAfEAL~~" , sOILs, rEsr►nrG & rrvSPEcrronr NTJCL~AR GAUGE TEST RESiJLTS . , Jnb 1Vaar~e. S~'I .~o'b No. W.O. Field Re~ort Na, . Dafe: Tecb:,Z~FAp nS- _T7Ts~ ~ 3QP- ~ ms=1,7.~~~' . - Test Location Ft. Be1ow Wet MoisLure I)ry IVIax. Percent Pass RetesC No SG. Uensity (Percent) Density Densaty Gampactian or of DT Elevation (PCF) (FCF) Fa.il No. s ~ ~ ~ -306 ~°rq -P r+ ~ r ~ ~ J'';0.r)¢ - C) -9 a ~ ~ 4- erP~~ /.31~2 1,20,( J-Lo-() 73 l`~ t 3~.6 - i ~ ~ ~ 17 f 18 1$ • i f ~ ~ 20 21 22 p - - ~ ~ I I I 16 r Llt 4 i5 14 13 Q ~ r.`► ~ ' r ~ ~ ~ 12 , ~-4m. ~ r 2 , ~ ~ ~ ~ ~ ~ ~ + i I - i ; 1~-11 i • +i i ~ - ~ 7 B ~ 5 4 fP 3 r ~ .--_s--'-,~- ._a_..,..~. ~ ----en~tr+r-----°-°----~~~ -~,b,v._----_--_.. e.-_-____Y-----+a k J , I ► ~ IM 11VEN&M f ! ~ r i----- ~ J I : i, ----------~"'a-.-"-°----~► ti r ~ INLANQ PARC CENTRE,- fNSPECTlON 97204 ~ PACIF« DATE: FIELD REPORT Nv. ] ENaINEERiNG 707 Wes4 7#h • Suite 200 (509) 458-6$40 ! P~~,~ ~ ~f ~ Spokene, WR 99204 FAx: (l~p9) 458-6844~ J