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Home My WebLink About28207 PE-1797 CONSTRUCTION CERTIFICATION 7 RANSM-7 -'A---. Date ~ ` ~ - co File li(..)j9-t J To Project J"7 /J , Subjec[ ~ )S~ ~CSI'tOytJ l ltem Copies Date Description RECE1VED FEB 1 s zooo SPOKANE c;ouNSY ENGINEER Remarks kF ❑ As r•ou requested your approval ❑ Retum requested ❑ For your information ❑ For }rour review ❑ ~ Fio ' 42- DNM EAlvs EwD ASSOCIAT'ES, INC. A PROFESSIONAL SERVICES CONSULTING FIRM OFFICES 1N OREGON, WASHINGTON, CALIFORNIA AND ARIZONA WEST 110 CATALDO SPOKtWE, WASHINGTON 99201 (509) 327-8697 FAX (509) 327-7345 ~cn DAVTD EVANS AND ASSOCIATES, Match 13, 2000 West >>o Cataldo Spokane, Washington 99201 7'el: 509.327.8697 - RECEIVED Fax: 509•327•7345 - MAR 13 2000 Mr. Randy Stron.ks Spokane County Engineers _ SPOKANE COUN7Y ENGINEER W.1026 Broad-vvay Spokanc, Washington 99260 Subject: Valleyway Addition Dear Randy, Pleasc find enclosed copies of the concrete coring results you requestcd. Four cores were obtained two in the sidewalk and two in the curb line. With the etception of one sample they tested out above the required 3,000-psi strength. One sample tested at only 1690 psi. I spoke with Scott Walters at Budinger & Associates regarding this sample to determine if there Nvas a problem. He indicated that there likely was some type of anomaly in tlle sample to test so low. He indicated that even a poor mix should test to at least 2000 psi. With regard to the seeding of the pond along Valleyway and tltc street signs, I spoke with the client on these issues. He indicated that the pond had been seeded last fall and would like to wait to see if it takes this spring before he re-seeds. I also spoke with Chris Reich with Spokane County Traffic about installing the street signs. He will be handling the installation and billing the client. I have also attached the final mylars and the compaction test results you requested. If you have any further questions please feel free to call. Sulcerely, DAVID EVAN AND ASSOCIATES, INC. r Mr. Kenneth Geibel Project Engineer Enclosures GRNFOQ01 ClSTRON313.LTR 'FM D,rq < OLitstanditig 1 1 I Outstanding Q y 6LOBALD TNAWANCE ~ v 3820 E. Broadway Spokane, Washington 99202 i • ' budinger & associates, inc. ~ECEIVED 9eotechnical & material en9ineers ~ . -.g Q 'JljN 2 2 1999 Grcenfield 3 inc~ DEA-SPK June 17, 1999 c% Ken Ge'bet, PE David Ewans & Associates 110 West Cataldo Spekane, WA 99201 Project Nunber M99021 PROJECT: Valleyvvay Addition Projecx - Spokane, WA . SUB7ECT: Results of Soil Sampling and Laboratory Tesring Repori F'F' 3 DedT MI. Geibeii At your request, we are providing field and laboratory testing services for the subjed project. Our services were limited to the examination, sampling, and testing of sgecific construction components, seiected at your discretion. For this period our involvement has been limited to iaboratory testing of ACP, compaciion testing of subgrade, CSTC, and ACP, and coring/thiclrness testing of ACP and CSTC. We did not get the opportunity to test most of the subgrade and CSTC due to late notification. Maximum densities were determined according to the Modified Proctor (AASHTO T-180) while field densities were determined at random locations to the Nuclear Methods (ASTM D-2922). Results should be considered representative of the lift (8") exposed in the immediate area of our tesi du.-ing our site visit. Laboratory results are presented on the attached Laboratory Sun:mory. Compaction results are attached on the attached Results of Compaction Tests form. Our daily activities are swniuarized in the folloxvinQ parac-rraphs: Wednesday, June 2, 1999 Technician: Bob Colley Weathzr: Rain, 50° 4'4- hrs portal to porta! SjJ13GRADE COMPACTTON ~'hP aarth,.,...1, C.^tiLMor Jr~2:?:..i tv~0 areaS nftyy -uI,ar2fni LCSti-,o f'Jmnac:*inr. tr~-sc x;~Prp cnn.i~`,rt.-~~i • _ . - - - in the exposed areas with results indicating compaction of 95%. - BASE COURSE COMPACTIO`j \Ve tested compaction of base course from 50' to 100' north of Valieyway Road on Senora as %vell as along Valle-yNvay Road. We measured the depth of the base course and found it to be at least 6". We tested compaction of the base course with resuits indicating densities ranging from 131.9 pcf to 139.2 pcf. ASPHALT COMPACTION We observed placement of ACP on a small section of Senora as well as along Valleyway Road. Test results indicate compaction ranging from 95% to 99%, exceeding the speci5ed minimum (92°'0). F.C. Budinger PE Stephen D. Burchett PE (509) 535-8841 John E. Finnegan PE FAX (509) 535-9589 Scott L. Walters - - - , . SPOtwN4 WA Jtm 179 1999 IraMR54REPoRT #3 . ' ~ Friday, June 4,1999 Techaician: Kyle Sanford Weathe.r: Clear, 6510 . 3 hrs portal to portal ACP/TOP OOURSE THICKNESS We arrived on site and obtained 2 core samptes fibm the oompletred pavement Thicirnes.s of the ACP and top course was measured at each location with the following results: _ CORE # 1 1 2 ACP Thidaiess 2-1/8" 2" - CS'PC Thickness 7-1/2" 7-1/4" If you have any questions regarding this report, please do nai hesitate to call. • Respedfully Submitted: BUDI'1GE~ & ASSOCLATES . . . ~ , S . al Mgr. Construdion Services SLW/sa Addressee - 2 2 budinger & associates, inc. geotechnical & material engineers spo~nne, wA - ~ • ~ C7.ASSA , LABORATORYSUMURY ~ . LABORA'PORY # 99-0384 S.AME # . lA . SAMPLED BY B & A SAMPLE TYPE Bullc DATE RECEIVED 6/2199 • IJIJITS SPEC , - e THEORETICAL MAX. DENSTTY pcf 154.7 ASPHALT CONTETIT % 53 3/4" % 100 100 - S 1/2" 90-100 96 I 3/8" P 75-90 87 E 1/4" A 55-75 69 ' V #4 S - 59 • E # 10 S 30-42 35 #16 I - 25 S #30 N - 18 I 940 G 11-24 15 Z #100 - 10 E #200 3.0-7.0 6.9 budinger & associates, inc. Page 2 geotechnical & material engineers . ,poKAac, WA e Compaction Testing . _ . 4 . TEST , COl1RSE THICK DENSITY (Pcf) iNDICATE~ 'W DATE LOCATION OEPTN FUL FIELD MAxIMtiM COMPACTION C96~ SPEC 1 6l2/99' 0+50 0 2" 158.0 154.7 99 92 2 " 1+50 0 2" 152.2 1543 98 92 3 " 2+50 0 2" 146.7 154.7 95 92 4 " 3+50 0 2" 149.1 154.7 96 92 S " 4+50 0 2" 1493 154.7 97 92 6 " 5+50 0 - 2" 151.6 154.7 98 92 7 M 6+50 . 0 2" 152.1 154.7 - 98 92 8 " 375' W ofE border 0 4" 154.0 154.7 99 92 9 " 200' W of E bvrder 0 4" 154.1 154.7 99 92 10 " 20' W of E border 0 4" 152.2 154.7 98, 92 budinger & associates, inc. geotechnical & material engineers 3 PRotECT Nt3MBEt M99021 ~ W VALLEYWAY AD4IT[ON I SpoxANE, WA ca ~ o 0 m , o ~ ~~~IL Z~' ~ COMP~rC ?`~'Q1~ TES?~~' cn KOGSNiiE% DPD9SITY COMPACnON .o , ,T DF-P'TH 'iIilCK14ESS SPEC. ~ B£L4Y~( ES6 0F *'A.1. ~ELD (2) 0K.(1) ~[~l.D( 81 MAX.(t~ ~ 4 0 QtkT£ LOCATION of SEWER'fRENCH BACKFILL , , 6.4 5.6 129.0 140 92 92 1 3118199 STA 11+00 4 8Iz, m 5' 8'/2' 7.3 5,6 128.2 144 92 92 2 STA 13+50 " g S.l 5,6 138.2 140 99 92 a STA 14+00 2/, 3. 3 21 8%z' 6.3 5.6 132.9 140 95 95 a " STA 16+04 l, gyz' S,8 5.6 137,4 140 98 95 Q° 5 " STA 13+50 7.3 5.6 132.5 140 95 95 ~ 6 ° 5TA 11+~00 . SEWER TRENCH m , W BACKF[LL Lo 0 t~ 0? S'/~' 7.0 5.6 132.4 140 95 95 0 ao 7 3/21/99 STA 13+54 6.6 5,6 133.1 144 95 95 ' ~ g " STA 12+00 0 ' 811, N 3 n U'1'ILITY LINE g1~, 8.5 5.6 133.6 140 96 95 ' 9 513t99 South saction, center Middle section, cer►ter l' 81/' 6.8 S.6 132.6 140 95 95 10 " 6.8 5.6 132,4 140 95 95 11 " North scction, center IaV2~ 0 c~ ~ N ~ ~ I CD Ln ~o m ~ to -a ' N -u ~ a ~ m N VALLEYWAY ADDITION PROJECr NuMaER M99021 ~ W S eotcfwE, WA ~ ~ 0 Ri U Q/L qi O ~ TFmSTS O ~ TM DBPTH TfaCKNm 6ROiSTURg % DENSITY COMPAC'F10N ~ A !F DR'1"E L(ICATLOK $E1.01Kf5H t}F F1i1. glFLD (2) OPT. (1) f7ELD (2) M4X. (1) 96 SP£C. o ~ BASE COURSE i ~ 12 612/99 100' N of Valleyvvay on 0 6" 3.2 139.2 95 Senora Strat 13 " 50' N of Valleyway on Senora 0 6'* 3.4 135.6 95 Street 14 " 175' W of E barder 0 6'° 3,9 132,5 95 m , c 15 " 70' W of E border 4 b" 3.5 131.9 95 a 16 " 30' W of E border 0 b" 4.4 132.9 95 ~a~ ~o ~ SUBGitA.DE ~ ~ 17 " 70' W of B border 10" l0" 9.4 128,6 136'/z 95 95 W 18 " 200' w of E bader 1011) l0" 9.7 129.4 136% 95 95 m UI N lD ~ (A 0 co 0 lD ' ~ 7 0 N O ~D i N w N I lWA co \ m (D ASTM D-I551 (2) ASTM D-1922 (3) ASTM 0-1556 (4) AST1r( Q-2216 ~ N ~ ~ . 3820 E. Broadway Spokene,lNashington 99202 budinger & associates, inc, geotechnical & material engineers ! Greenfield 3 Inc. Marcti 7, 2000 c1o Keri Geibel, PE _ David Evans & Associates 110 West Cataldo Spokane, WA 99201 Project Number M99D21 PROJECT: Valleyway Addition Project Spokane, WA SUBJECT: Results of Soi! Sampling and Laboratory ?esting Report #5 Dear Mr. Geibel, At your request, -Are are providing field and laboratory testing services for the subject project. Our services were limited to sampling/testing of specific construction components, selected al yvur discretian. For this period our invofvement has been limited to concrete core sampling from curbs and sidewalks and laboratory tGSting of ooncrete oores. The following tests were conducted in general accardance with the methods Gsted: l. Obtaining Cores ASTM C-42 2. Measuring C.ore Str+ength ASTM C- ] 74 . 3. Comgressive Strengtfi ASTM C-39 Laboratary rrsults are prescntod on the attached Laboratory Summary. If you have any questions regarding this report, please do not hesitate to cali. Respectfully Subtnitted: SU NGI~R & ASSUCtIA~ES, fNC. ~ Scot L. Vs Mgq Canstruction Services JLW/gc . Addressoc - 2 FC.6udtnger PE Stephen D. Burchett PE (509) 535-8841 John E. Finnegan PE - Scott L. Watters MflR-08-2II00 05:54 50~3 535 9589 92% P.02 44 v . valleyway Addicion Projoa Namber M99021 Spolcane, wA LABORATORYSITMMARY LABORATORY # UN1TS CORE # 1 2 3 4 SAMPLEDSY B&.A B&A B&A B&A SAMPLE TYPE Concrete Core Concrete Core Cancrrtc Core Cvncretc Corc DATE CORED 3!3/40 3/3100 3/3l00 3/3l00 LOCATION W side W side W side, 27 N of W side, 27 of cul-de-sac, cul-de-sac singie concrete single cancrete oenter, sidwalk venter 4" fram driveway, 4" from ciriveway, center back of curb badc of curb sidewalk center nATE~TESTED ~ 3/6J00 3/6l00 3/6/00 ~ 3/6/00 CORED LENGTH in 31 9.0 8.8 3.8 TESTED LENGTH in 2.625 5.25 3.443 3.315 AVERAOE TESTED DIAMETER in ~ 2.608 2.628 2.64 ~ 2.681 SPECTFIEU STRENGTH psi 3000 3040 3000 3000 ~ ' psi ~ fb 0 ~2()0 W 2~3'0~ ~2001W % OF SPECIFICATION % Sb 173 140 108 budinger & associates, inc. Page 2 geotechnical & material engineers MRR-08-2000 05=54 509 535 9589 92% P.03 Owner "As-Builts-ENG" Applicant PE_11 7n7 -96 Danicl Napier 7 Tim Haener VALLEYWAY AnD 3- 25 - 44 T& R Date 05/23/1996 @ 03:00 'relm. Review Hearing Uatc 09/25/1996 5133.0733 W. CONKLIN, E. MOORE, N. VALLEYWAY g Lots No / 1 1 LOTS - 4 ACRES (ENGTNEER'S DEF'T) - Alat File- CONSTRUCTION CERTIFICATION PACKAGE ~ Valley Way Addition , Spokane, Washi»gtvn - ~~HTM EN OFFICfAL PUMUC OOCUIIAENT ~C',e,\~'. OAiGiNAL •as-eu~~TS" ` CERTIFIED RE NGS PROJECT " DATE ACCEP'TED: ~DEA Project No. GRNF0001 ~ aAs ~ February 15, 2000 342„ °~;~~rsrF.R~ ~NAL EXPiRES 08-01di ~ ~cn . , , • Pi-ofessionals • ► g Qtiality DAVID EVANS AND ASSOCIATES, ~cn 1 DAVID EVANS AND ASSOCIATES, IN' February 15, 2000 wesc iio cucutdo Spokane, ' Washington 99201 Tcl: 509.327.8697 Mr. Randy Stronks Fax: 509.327•7345 Spokane County Engineers - 1026 W. Broadway Ave. Spokane, Washington 99260 Subject: Construction Certification of Valley Way Additioo Dear Randy, Please find enclosed copies of the road and drainage as-builts for the above referenced project (mylars to follow upon acceptance). The only outstanding issue is the finished elevation of the drainage ponds, to allow for the addition of topsoil the ponds have been left lower then finish design grade. We are submitting this certification package for your review and acceptance. In addition, we are requesting a reduction in the construction and inspection bonds that have been posted for this project. If you have any questions with regards to this project please feel free to call at your convenience. Sincerely, DAVID EVANS AND ASSOCIATES, INC. Mr. Ken Geibel, P.E. Project Engineer - Enclosures ~ g wASg~, ~~o Q I y U GRNF0001 - ~ ` K\STRON215.Itr ~ ' 34271 ~ EXPIRES O"I d`~aRq 0 e • a r ofessio Otitst(itiditig Quality GLoow D ALUANCE ~cn Inspection Log f ~ ~ , , ~cn FIELD REPORT Project: Project Number: Valleyway Addition - GRNF0001 Owner: Date: Prepared By: Greenfield I1I Inc. 6-10-99 Ken Geibel Location: Repon Number: Page: 27 1 Of I Weather: Arrival: Dcparture: • No activity has taken place on-site since 6-2-99. • Mt. Crest on-site adjusting manholes, drywells and valve boxes. Budinger has taken two core samples along Sonora to check pavement thickness. • While Mr. Crest has the manhole locations open, l checked gravel and pavement thickness. In addition, I checked the coring locations. ~ Gravel and asphalt thickness measured are as follows; Sonora Street Manhole sta. 16+57 gravel: 7" pavement: 2.75" Coring sta.14+50 gravel: 7" pavement: 2.25" Manhole sta. 13+15 gravel: 7.25" pavement: 2" Coring sta. 12+50 gravel: 7.5" pavement: 2" Valve box sta. 10+40 gravel: 7.25" pavement: 2.5" Valley Way Drywell sta. 15+10 bravel: 6.5" pavement: 4.25" Drywell sta. 15+50 gravel: 7" pavement: 4.25" , 1 ' ~cn FIELD REPORT ' Project: Project Number: Valleyway Addrtion GRNF0001 Owner: Date: Prepared By: Greenfield IIi Inc. 6-02-99 Ken Geibel Location: Report Number: Page: 26 1 of 1 Weather: Arrivai - Depariure: • lnland Asphalt on-site paving this morning. • Contacted Budinger to come and take samples. • Received a call from the county regarding on-site inspection. County inspector on-site holding paving crew until project inspector returns on-site. • Inland has pulled off site until ftirther notice. • Met with R. Stronks from the county to discuss paving operations. . • Inland has completed paving Sonora but Valleyway needs to be cleaned up before it is ready for pavina.. • Spoke with operator from Mt. Crest about what needed to be done before Inland could return. Made sure they were aware that we needed a full 4" of pavement accross the entire patch. Directed them to excavate and clean up the area alonb the saw cut and regrade the area aroung the entrance. • Inland returned mid afternoon to complete the paving. Budinger on-site observing paving and confirming proper thickness. ' ~cn 1 FIELD REPORT Project. Project Number: ~ . Valleyway Addition " GRNF0001 Owner. Date: Prepared By: Greenfield II1 Inc. 5-25-99 Ken Geibel Location: Report Number: Pagc• 25 1 of 1 Weather: Arrival: Departure: • No activity. , , ~ ~cn FIELD REPORT , Project: ' Project Number: Valleytivay Addition GRNF0001 Owner: Date: Prepared By: ' Greenfield III Inc. 5-24-99 Ken Geibel [.ocation: Report Numbcr: Page: 24 1 of ] Wealher: Arrival: Departure: • Contractor did not work on Friday. • Mr. Crest on-site today laying and compacting base course. , • Centerline has been blue-topped for the required gravel depth. • No other activity. ' ' ' ~cn 1 FIELD REPORT , Project Project Number: Valle}nvay Addition GRNF0001 O.vner. Date: Prepared By. Greenfield III Inc. 5-20-99 ' Ken Geibel Location: Report Number: Page. 23 1 of 1 , Weaiher. Arrival - Departure: ' . ~ Mt. Crest has completed grading and compacting sub-grade of Sonora and Valleyway. • Contractor completing clean-up work on the lots. • No other activity. ' ' ' ' ~cn 1 FIELD REPORT ' Project: Projcct Number: Valiey,way Addition GRNF0001 Owner: Date: Prepared By. Greenfield III Inc. 5-19-99 Ken Geibel Location. Report Number. Page• 22 1 Of 1 Weather. Arrival: DeparturE: • No activity on Monday or Tuesday. - • Mountain Crest back on-site today preparing road grade for base course. , i - 1 ~cn 1 FIELD REPORT Project: Project Number: Valleyway Addition GRNF0001 Owner. Date: Prepared By: Greenfield III Inc. 5-14-99 Ken Geibel Location: Report Number: Page: 21 1 of 1 Weather• Arrival: Denarture• • Contractor has completed sidewalk pour with the exception of the swale inlets. • Contractor on-site setting the inlets. • No other activity. ' ' ' 1 ' ~cn 1 FIELD REPORT ' Aroject: Project Number: Valleyway Addition GRNF0001 Owmcr: Date• Prepared By: , Greenfield I I I I nc. 5-13-99 Ken Geibe) Location, Report Number• Page ' 20 1 Of I Weather: Arrival: Ueparture: • Contractor pouring sidewalk. • No other activity. ' ' 1 ' FIELD REPOR'I.' Project: Project Number: Valleyway Addition GRNF0001 ~ Owner: Date: Prepared By: , Greenfield 1IT Inc. 5-12-99 Ken Geibel Location: Report Number: Page: 19 1 of l Weather. Arrival: Deparlure: • Contractor has completed curb pour. • Contractor grading and compacting for sidewalk grade and setting sidewalk forms. • No other activity. ' ' ' ' ~cn FIELD REPORT Project: Project Number: Valleyway Addition GRNF0001 Owner. Date: Prepared By: Greenfield III Inc. 5-11-99 Ken Geibel Location: Report Number: Page: 18 1 of 1 Weather: Arrival: Departure: • Survey crew on-site checking curb string line prior to contractor pour. • Contractor adjusting string as necessary. • Contractor be;inning curb pour around 10:00 am. Using curb machine. ' . ~cn FIELD REPORT ' Project: Project Number: Valle}nway Addition GRNF0001 Owner: Date: Prepared By: Greenfield III Inc. 5-10-99 Ken Geibel Location: Report Number. Page: 17 1 of 1 Wcather: Arrival: Departure: - • Contractor on-site settinb string line for curb installation. • No other work boing on. , . ' ~ ~cn 1 FIELD REPORT ' Project: Project Number: Valleyway Addition GRNF0001 ~ Owner: Date: Prepared By: Greenfierd III Inc. 5-6-99 Ken Geibel Location: Report Number. Pa?c: ' 16 lofl Weather. Arrival: Departure: Partly cloudy - 40° • Contractor finishing preparing subgrade for curb installation. . • Roadway not yet brought up to sub-grade. • Contractor not working tomorrow. 0 Curb crew schEduled in for Monday morning. . ' ~cn FIELD REPORT ' Project: Aroject Number: Valleyway Addition GRNF0001 ' Owner: Date• Prcpared By: Greenfield III Inc. 5-5-99 Ken Geibel Location: Report Number: Page: 15 1 of 1 Weather: Arrival: Departure. Partly cloudy - 40° • Contractor on-site for only a couple hours today. Far north sewer shibs needed to be extend a few feet ta ensure they were behind the curb and sidewalk. ' • No other activity by the contractor. • Survey crew on-site staking for curb. 1 . ' , ' . ' ~cn 1 FIELD REPORT ' Project: Projec[ Numbcr. Valleyway Addition - GRNF0001 Owmer. Uate: Prepared By: Greenfield III Inc. 5-4-99 Ken Geibel l.ocation: Report Number: Page: ' 14 l of 1 Weather. Arrival: Departurc: Cloudy/rain and snow - 30° • Contractor completing trench backfiiling. • Starting to rough grade for curbing. • Survey crew on-site staking for curb. , ' ' ' - ~cn FIELD REPORT ~ ' Project: Project Number: Valleyway Addition GRNF0001 Owner: Date: Prepared By: ' Greenfield III lnc. 5-3-99 Ken Geibel Location: FZeport Nurnber: Page: 13 1 of 1 VVeather: Arrival: Departure: Cloudy/rain - 35° • Utility companies have completed installing underground power, telephone, gas, and cable. • Contractor moved back in this morning to begin backflling utilty trenches. , 0 . ' ' , . ' ~cn 1 FIELD REPORT , Projcct: Project Number: Valley,way Addition " GRNF0001 Owner: Date: Prepared By: Greenfield III Inc. 3-29-99 Ken Geibel Location: Report Number: Page: ' Sonora Street 12 1 of 1 Weather: Arrival: Departure: Cloudy/rain - 35° 7:30 am 10:15 am • Met contractor on-site to conduct pressure test and mandrel the sewer main. • Both section of sewer passed both test. • Contractor has begun flushing of the water main. County to take sample later this afternoon. • Contractor has turned the site over to Vera for the installation of water services and utilities. • Contractor does not anticipate returning on-site for the next week to two weeks while the utility companies install there service. • No other activity. ~ , ~ ' . ~cn 1 FIELD REPORT Project: Project Number: ' Valleyway Addition GRNF0001 Owner: Date: Prepared By: Greenfield II[ Inc. 3-25-99 Ken Geibel Location: Report Number: Page: ' Sonora Street 11 1 of 1 Weather: Arrival: Departure: Partly Cloudy - 500 ' • Contractor has completed the installation of the drywells along Valley Way and Sonora. • Drywell along Valley Way was adjusted approximately 20' to the west to avoid losing existing trees on residences property. • Water main has been chlorinated, contractor will flush on Monday. • No other activity. • Contractor not working tomorrow. ' ' ' ' , ~cn 1 FIELD REPORT ' Project: Project Numbcr: Valleyway Addition GRNF0001 ' Owner: Date: Frepared By: Greenfield III Inc. 3-25-99 Ken Geibel Location: Iteport Number. Page: Sonora Street 10 1 of 1 Weather: Arrival: Departure: cloudy - 40° • Contractor installing remaining drywell along Valley Way. Anticipates being complete with drywell installation by the end oF the day. • No other activity. ' . ' . ' ~ ~cn FIELD REPORT ' Projcct: . Project Number: Valleyway Addition GRNF0001 Owner. Date: Prepared By: Greenfield III Inc. 3-24-99 Ken Geibel Location: Report Number: Aage: Sonora Street 9 1 of 1 Weather: Arrival: Departure cioUdy - 50° • Contractor has completed all water main installation and finished excavating water services. • Drywells, catch basin and connection pipe in Valley Way west of Sonora have been installed and concrete caps have ' been poured. Contractor has begun backfilling the drywells. • Contractor finishing digging water services. • No other activity. ' ' , . ' ~cn 1 FIELD REP4RT ' Project: Project Number: Valleyway Addition GRNF0001 Owner: Date: Prepared By: Greenfield III Inc. 3-24-99 Ken Geibel Location: RepoR Number: Page: ' Sonora Street 8 1 of 1 Weather: Arrival: Departure: Cloudy - 40° • Contractor has completed the installation of the water main with the exception of the segment from the existing main to the hydrant tee. All the pipe has been bedded and prepared for installation of the other utilities. • Vera crew on-site tapping existing main. • Contractor has bebun installation of the drywelis in Valley Way west of Sonora. Drywells are wrapped with filter fabric ready for installation. ' • Contractor finishing digging water services. • No other activity. ' . ' ' ~cn FIELD REPORT - ' Project: Project Number: Valleyway Addition - GRNF0001 Owner: Date: Prepared By: Greenfield III Inc. 3-23-99 Ken Geibel Location: Report Number: Page: Sonora Street 7 1 of 1 1Neather. Arrival - Departure: Part1y Cloudy - 50° - • Contractor has approximately 300 feet of water main installed. Continuing with main installation. ° • Vera to make water tap tomorrow. ' • No other activity. ' ' - ~cn 1 FIELD REPORT ' Project: Project Number: Valleyway Addition GRNF0001 Owner: Date: Prepared By: - Greenfield III Inc. 3-22-99 Ken Geibel Location: Report Number: Page: ' Sonora Street 6 1 of 1 Weather: Arrival: Departure: 0 ' • Contractor starting installation of PVC water main. • Vera Water is not able to make the tap on the existing main today. Therefore installation of main will begin at the tee for the fire hydrant at station 10+60. • No other activity. ' 1 ' ' . ~cn 1 FIELD REPORT ' Project: Project Number: Valleyway Addition GRNF0001 Owner: Datc: Prepared By: Greenfield III Inc. 3-19-99 Ken Geibel Location: Rcport Number: Page: ' Sonora Street 5 1 of 1 Wcathcr. Arrival: Departure: Partly Cloudy - 45° ' • Contractor has completed the installation of all the sewer main and services. Trenches have been backfilled to within a foot or so of grade. • Contractor not working today. • No other activity. ~ ' ' ' ~cn FIELD REPORT Project: Project Number: Valleyway Addition - GRNF0001 Owner: Date: Prepared By- Greenfield III Inc. 3-18-99 Ken Geibel Location: Report Number: Page: Sonora Street 4 1 of 1 Weather: Arrival : Departure: Partly Cioudy - 45° • Contractor has backfilled majonty of sewer main. Has installed side services up to approximately station 14+00 • Representative of Budinger & Associates on-site conducting compaction tests of trench backfill. • Contractor anticipates completing sewer installation by the end of the work day. • No other activity. ' ' ~cn 1 FIELD REPORT ' Projcct: Project Number: Valleytivay Addition GRNF0001 ' Owner: Date: Prcpared I3y: Greenfield II1 Inc. 3-17-99 Ken Geibel Location: Report Number. Page: Sonora Street 3 1 of 1 Weather Arrival: Departure: Partiy Cloudy - 45° • Contractor has completed the installation of the sewer main and has begun the installation of the sewer services. • No other activity ' ' ' .