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27676 BOND REDUCTION PACKAGE SW N4RTHWEST, INC. 2214 E Riverside Avenue Spokane, WA 99202 P 509.534.9711 F 509.534.9755 info@stinorthwest.com Bond Reduction Package for Shelley Lake 4 th Addition Sheet1 Certification Plat Review Project: , Certificate Head Letter: sta~,p Statement of intent to certify the project. PE Stamp and Signature. eE.Ord Drawin9 .Y s ~DraWings: PElStam~ Signature Lettered-certificatie statement (9.10 Spokane County Standards) Project Documents: ~ , Daily Inspection Reports: Field Reports: - Inspection of Asphalt Paving: / 100% On site inspection during paving. Compaction Reports: Sewer trench lifts. ? v c5 I Water trench lifts. Utility trench lifts. Crushed Rock Lifts. t~ ~ . Material Documents: Field and Laboratory Tests: - Field Test Lab Test Concrete: /"I(Slump, Air Content, Temp.) ✓i(Break Test) Sub-Grade: (compaction) (Gradation, Proctor) Crushed Rock: (Compaction, Depth) 137.Z (Gradation, Proctor) Asphalt: V" (Compation, Thickness) (Rice, Gradation, Oil Content) a On Site Inspections Of Drainage Items: ~ ~ Drywells: Gutter Inlets: Culverts: Sidewalk Vaults: Drainage Ditches: Other: . Incoming / Outgoing Correspondence: (This is a guide line of required documents, but not limited to, for final certification.) Page 1 10. Sri NORTHWEST, INC. Geotechnical, Inspections, Materials Testing August 28, 2003 STI Project No.: S030016A City of Spokane Valley 11707 E Sprague Avenue Spokane Valley, WA 99206 Arin: Mr. John Hohman Re: Shelley Lake 4`hAddition Bond Reduction Request Dear Mr. Hohman: At the request of our client, Shelley Lake Development, we wish to request a reduction of established road construction bonds to a level which is proportional to uncompleted work associated with this project. Having reviewed the constxuction to this point and the bond estimate prepared by GMM for Spokane County and dated March 24, 2003, we believe the specified road work is approximately 95 percent complete. Our certification of the storm drainage system is withheld pending a redesign to be submitted by CLC Associates. We estimate the value to complete the final work on this project to be approximately $34,000 including all currently specified storm drainage work. We hereby request a reduction of established road construction bonds which are proportional to uncompleted work associated with this project. It should be understood that this certification only implies that the items shown on the Record Drawings were substantially built as designed, and only valid at the time the as-built information and visual certification were performed by this firm. It should be noted that this letter does not relieve the contractor or developer from the warranty periods and contractual provisions expressed or implied within their bonding documents. Sincerely, STI Northwest, Inc. 63/ Bob Graham Civil Projects Manager cc: Buster Heitman, Shelley Lake Developmcnt STI File 2214 East Riverside Avenue • Spokane, WA 99202 • Phone (509) 534-9711 • Fax: (509) 534-9755 / NORTHINEST SOILS, TESTIIVG & INSPECT/ON March 3, 2003 STI Project No.: S030016A Spokane County Engineer's Office 1026 W. Broadway Spokane, Washington 99260-0170 Attn: Mr. Randy Stronks Re: Shelley Lake 4tb Addition - Construction Summary February 24, 2003 - March 1, 2003 C&B Excavation: Contractor Shelley Lake Development: Developer Dear Randy: This letter transmits the general construction activity that occurred on site during tlle time listed above. This letter is not intended to replace the construction daily report produced by STI Northwest or its staff, but it does transmit the general information concerning the construction activity. Any item that may be listed below may or may not be in compliance with the plans and specifications. This letter is not intended to be a submittal for acceptance. It is for informational use only. Work was begun backfilling and compacting sanitary sewer lines. Construction observation and compaction testing services were performed. No major deficiencies to report at this time. If you have any questions or comments concerning any of the items listed above, please feel free to give me a call. Sincerely, STI Nortbwest (:~;z Bob Graham Civil Projects Manager cc: Buster Heitman, Shelley Lake Development file ~ 2214 East Riverside Avenue e Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755 N4RTHWEST - • IWAIIEStw~• SO/LS, TESTING & INSPECTION March 17, 2003 STI Project No.: 5030016A Spokane County Engineer's Office 1026 W. Broadway Spokane, Washington 99260-0170 Attn: Mr. Randy Stronks Re: S6elley Lake 4th Addition - Construction Summary March 2, 2003 - March 14, 2003 C&B Excavation: Contractor Shelley Lake Development: Developer Dear Randy: This letter transmits the general construction activity that occurred on site during the time listed above. This letter is not intended to replace the construction daily report produced by STI Northwest or its staff, but it does transmit the general information concerning the construction activity. Any item that may be listed below may or may not be in compliance with the plans and specifications. This letter is not intended to be a submittal for acceptance. It is for informational use only. Work was completed backfilling and compacting saaitary sewer lines. Construction observation and compaction testing services were performed. No major deficiencies to report at this time. If you have any questions or comments concerning any of the items listed above, please feel free to give me a call. Sincerely, STI Northwest (5z 1 Bob Graham Civil Proj ects Manager cc: Buster Heitrnan, Shelley Lake Development . file 2214 East Riverside Avenue 9 Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755 ~ ~ NORTHlNEST, INC. * Geotechnical, Inspections, Materials Testing March 23, 2003 STI Project No.: S030016A Spokane County Engineer's Office 1026 W. Broadway Spokane, Washington 99260-0170 Attn: Mr. Randy Stronks Re: Shelley Lake 4th Addition - Construction Summary March 15, 2003 - March 22, 2003 C&B Excavation: Contractor Shelley Lake Development: Developer Dear Randy: This letter transmits the general construction activity that occurred on site during the time listed above. This letter is not intended to replace the construction daily report produced by STI Northwest or its staff, but it does transmit the general information concerning the construction activity. Any item that may be listed below may or may not be in compliance with the plans and specifications. This letter is not intended to be a submittal for acceptance. It is for informational use only. No work requiring STI inspection was performed. No major deficiencies to report at tlus time. If you have any questions or comments concerning any of the items listed above, please feel free to give me a call. Sincerely, STI Northwest . Bob Graham Civil Proj ects Manager cc: Buster Heitman, Shelley Lake Development file 2214 East Riverside Avenue • Spokane, WA 99202 • Phone (509) 534-9711 • Fax: (509) 534-9755 - IVORTHWEST . SO/LS, TEST/NG & IAISPFCT/ON March 24, 2003 STI Project No.: S030016A Spokane County Engineer's Office 1026 W. Broadway Spokane, Washington 99260-0170 Attn: Mr. Randy Stronks Re: Sbelley Lake 4~h Addition - Construction Summary March 15, 2003 - March 22, 2003 C&B Excavation: Contractor Shelley Lake Development: Developer Dear Randy: This letter transmits the general construction activity that occurred on site during the time listed above. This letter is not intended to replace the construction daily report produced by STI Northwest or its staff, but it does transmit the general information conceming the construction acrivity. Any item that may be listed below may or may not be in compliance with the plans and specifications. This letter is not intended to be a submittal for acceptance. It is for informational use only. No work requiring STI inspection was performed. No major deficiencies to report at this time. If you have any questions or comments concerning any of the items listed above, please feel free to give me a call. Sincerely, STI Northwest Bob Graham 'Civil Projects Manager cc: Buster Heitman, Shelley Lake Development file 2214 East Riverside Avenue • Spokane, WA 99202 ~ Phone (509) 534-9711 9 Fax (509) 534-9755 , NORTHWEST - SOILS, TESTING & INSPECTION April 1, 2003 STI Project No. S030016A Spokane County Utilities Department 1026 W. Broadway . Spokane, WA 99260-0170 Attn: Mr. Billy Urhausen Re: Shelley Lake 4th Addition: Sewer Bond Reduction Request. Dear Billy: Air and mandrel testing of the sanitary sewer system on this project has been completed. At the request of our client, Shelley Lake Development, LLC, we request a reduction of all associated sewer construction bonds for this project. I have enclosed copies of the air and mandrel testing reports indicating the test results and when the inspections occurred. If you have any questions concerning this issue or need any additional information to reduce the bonds, please feel free to contact me. Sincerely, STI Northwest J Bob Graham Civil Projects Manager cc: Buster Heitman, Shelley Lake Development. LLC STI file 2214 East Riverside Avenue * Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755 ` AIR AND MANDREL FIELD TE8T RE3ULTS PROJECT NAME: Shelly Lake 4th STI PROJECT NUMBER: S030016A jWTl rvoRrHwEST REPORT NUMBER: 7 2214 E. RIVERSIDE, SPOKANE, WA 99202 DATE: 3/27/2003 509-5349711 FAX 509-534-9755 TECHNICIAN: SM ' PAGE: 2 of 3 LOCATION MANDREL MAIN PIPE MAIN SERVICE SERVICE TIME PRESSURE PASS COMMENTS Manhole to Manhole DiAMETER DIAMETER LENGTH DIAMETER LENGTH / FAIL (to 114 inch) {Inches) (feet) (inches) (feet) (Minutes) PSI MH 410- MH 406 7.25 ~ 8" 104 - ~ - • - P~ Mandrel test only 1 MH 405- MH 406 I 7.25 ~ 8" i 333 • - ~ - - P Mandrel test onl,y MH 405- MH 404 7.25 ~ 8" ~ 85 P I Mandrel test only MH 402• MH 401 , 7.25 8" 230 - ~ - • • - P Mandret test only MH 401- MH 18A 1.25 8" 131 ~ • • - P Mendrel test onl ~ Y + I , I MH 412- MH 403 7.25 I I 126 ( ~ • - - P J Mandrel test only MH 403- MH 411 7.25 8" J 270 ~ - - - P Mandrel test onl I I I I y I I I I MH 407- MH 24 9 10" ~ 300 ( - - - P Mandrel test only MH 407- MH 406 9 10" ~ 100 • ~ - ~ - ~ - P Mandrel test only MH 408- MH 409 9 10" ~ 95 - ~ - - ( - ~ P Mandrel test only MH 409- MH 410 ~ 9 10" ~ 90 ~ - - P Mandrel test only I I ~ I I I I I I I I I ( ~ I I I AIR AND MANDREL FIELD TEST RESULTS PROJECT NAME: Shelly Lake 4th STI PROJECT NUMBER; S030016A NORTHWEST REPORT NUMBER: 6 2214 E. RIVERSIDE, SPOKANE, WA 99202 DATE: 3112/2003 509-534-9711 FAX 509-534-9755 TECHNICIAN: MC & SM PAGE: 2 of 3 LOCATION MANDREL MAIN PIPE MAIN SERVICE SERVICE TIME PRESSURE PASS COMMENTS Manhole to Manhole DIAMETER DIAMETER LENGTH DIAMETER LENGTH 1 FAIL (to 114 inch) (Inches) (feet) (inches) (feet) (Minutes) PSI MH 410- MH 406 N N 8" N 104 ~ 4" ~ 35 ~ 5 ~ 4.0 ~ P ~ Air test only MH 405- MH 406 8" ~ 333 ~ 4" ~ 220 ~ 12 ~ 4.0 ~ P ~ Air test only ~ N N M ~ N ~ M N N M N N N M ~ ~ MH 405- MH 404 8" ~ 85 ~ 4" ~ 85 ~ 5 ~ 4.3 ~ P~ Air test only MH 402- MH 401 N ~ 8" N 230 ~ 4" ~ 215 N 12 ~ 4.1 ~ P~ Air test only MH 401- MH 418A N N 8" ~ 131 N 4" ~ 95 ~ 9 ~ 4.2 N P ~ Air test only M N N M N N ~ N ~ MH 412- MH 403 8" ~ 126 ~ 4" ~ 85 ~ 9 ~ 5.5 ~ P ~ Air test only ~ ~ ~ N M N N MH 403- MH 411 N ~ 8" ~ 270 ~ 4" ~ 85 ~ 12 ~ 4.1 ~ P ~ Air test only N M N N ~ N N N ~ N N N ~ N M N ~ MH 407- MH 24 N 10" ~ 300 N 4" ~ 200 ~ 14 ~ 4.0 N P ~ Air test only MH 407- MH 408 ~ N 10" ~ 100 ~ 4" ~ 70 ~ 8 ~ 4.2 ~ P( Air test only MH 408- MH 409 N ~ 10" N 95 N 4" ~ 40 ~ 8 ~ 4.2 ~ P ~ Air test only MH 409- MH 410 N ~ 10" ~ 90 ~ 4" ~ 65 N 8 ~ 4.0 ~ P~ Air test only MH 410- Stub 10" ~ 50 N - ~ - ~ fi ~ 4.0 ~ P~ Air test only , N M ~ N M N ~ M ~ s° 3 O° (6, A Page 1 of 1 Bob Graham From: Bob Graham [bgraham@stinorthwest.com] Sent: Wednesday, April 09, 2003 7:06 AM To: Billy Urhausen (E-mail) Cc: Susan Murphy (E-mail) Subject: Shelley Lake MH 164.9/8.8 BIlly, During the course of construction, this MH did not end up quite at the planned location. An eccentric cone was added and turned so that the MH access would be behind the curb line. This MH is quite deep (-25') and it will be necessary to replace all of the steps such that they're above the shelf, not the upstream pipe as required because of the turned cone. Questions: 1) Any problem with moving the steps? 2) Since the lid will be behind, but adjacent to the curb, do we need to pave around it? Bob Graham Civil Projects Manager STI Northwest, Inc. 509-534-9711 So3o~~~ ~.l 707 W. 7TH AVE. T R A N S M I TTA L ~ SUITE 200 SPOKANE DENVER WASHINGTON 99204 P 509 456 es40 ' S PO KA N E F 509 458 6644 CLC A550CIATES , sALT LAKE cirr TO. . D AT E : - • i A ' P R O J E CT __'r-5 7-z-~ N A M E: T ~ PROJECT ATTN: NUMBER: , . ~ WE ARE SENDING: ~ ~ , ENCLDSED , UNDER SEPARATE DOCUMENTS , COMPUTER DISCS PRINTS REPRODUCIBLES REPORTS OTHER COPIES DESCRIPTION / ~ FOR YOUR USE FOR YOUR REVIEW FOR YOUR APPROVAL SENT PER YOUR REQUEST , EXPRESS MESSENGER PICKUP , U.S. MAIL REMARKS: C O PY TO:, BY: ' ~ . SpoCo Wastewater, 12007 E EmpUe Way, Spoksne, WA 98206, Teh. 509.477.1984, Faz: 509.471,8998 030605PnePeve.mdD ~ i ~ aste ~ Tape ham ManAofe ~ to ManAofe 'p, OOservetton ~ PosMlon I YCR Cou+nerl SecUon p ~ 1 ~ 08/0512003 1258 ( 183,719 ~ 182.818,9 4riftwmvom , deaning needed 2.4 E 00:00:17 ~ 1 W 21 OBN5/2003 1 1258 ~ 163,718 ~ 162.918.9 225,7 ~00:09:29 ~ 1 ° 31 08105l2009 1 1258 I 162918.9 ~ 182.518.8 ~ Finish surveyp mh rY . ( 173.1 ~ 00:13:68 ~ 2 OD 41 0810812003 j 1258 I 163.419.8 ~ 18419.3 fjaWMVM%rft 285,4 ~ 00:25:27 ~ 3 ~ 1256 I164r9.3 I1e4.3fe.e Debrls ln channei, ciea~~ neeae+ I 126.e ~ 00:31:0e ~ a > 51 0810en003 1 81 06d0812009 1 1268 ~ 18419.3 184.318.8 126.8 ~ 00'31:17 ~ 4 N 71 06/0612003 + 1288 ~ 184,319,5 164.6l9.8 ( Finish survey @ mh ~ 82,1 ( 00:35:03 ~ 5 0 81 Q8lOBlZ009 ( 1258 ~ 164.8l9.8 ~ 185.8/9.1 t Flnlsh survey (M mh ~ 328,7 ~ 00:48:21 ` 6 m 91 08108f1003 I 1258 ~ 165.619.1 ~ 165.8/9.8 Finish awvey ~ mh 89.8 ~ 00:52:93 ~ 7 3 101 06J0812003 1 1266 ~ 985.8110 ~ 185.919.8 Q h 52.1 Q0:5233 8 ~ da, cleaning needed 6.6 ~ 00:64:83 ~ 9 0 11 I OQJ0812Q03 1 1258 165.919.8 189/9.5 Z""-ur c 121 0810811008 ( 1258 ~ 185.918.9 ( 16819.5 ebft inchannel,cleaningneeded 89,1 ( 00:57:42 ~ 9 ~ 131 0810812003 1 1258 ~ 185.9t9,8 ~ 16819,6 ~ Flniah sunrey ~ 83.6 ~ 60:67:64 ~ 9 1< 141, 08N08/2003 1 1259 ~ 18819,5 ~ 18818.3 ~ op ~ 0 1a rt 151 09l0812003 1 1258 ~ 18810,5 1 18818.3 ~FInl9heurveY(M mh ( 89.3 ~ 00.57;54 ~ 10 - 161 OB/0812003 1 1258 ~ 188l8.3 1 165.8/8 81.3 ~ 01:04:92 ~ 11 171 08/0912003 ~ 1258 ~ 185.8l9 ~ 164.818. Debris, caeaning needed ~ 84.9 ( 01:07:54 ~ 12 181 0810912003 ~ 1256 ~ 185.8/8 ~ 164.918. ~ Debris, CieSning needed ~ 255.2 ~ 01:18;26 ~ 12 191 0810912009 1 1256 ~ 186,8lA ~ 164.9l8.8 298.7 ~ 01:21:05 ~ 12 m 0 ~ m A J O J W~ J ON ~ > Page: ! • N \ ~ N 6-11-03; 8:18AM;SpoKane County Utll ;509 477 4715 2 ~ SPC)KANE COUMTY UTILITlES DIVISfON WASTEWATER OPERATIONS INSPECTION REQUEST FORM -t 77'` CONSTRUCTIO • .FIELD.1NSP.E.CTb,R*,' DATF: FROM: Uo.z*rH ~aS T- acF,~.~.~n /L f lMl, A~~,. PROJECT NAME: S14F- Le., a ~ Lk_ PROJECT 2 9 ~003 , T.V. (NSPECTION CHECK HERE FOR RE-N INSPECTION e-RcAVING R: nal inspectian, unless othenvise requested will include the same as post paving inspectian. PAVING T.V. INSPECTION ~ CHECK HERE FOR RE-N INSPECTION N Require0 inspECtion preor to aceeptance, includes ovrrtplete videa inspection of ap tiRes br. 'cleaMineas 'stUb locefrons `idenfifying any feul • - 1 ~ POST-PAVING MANHOLE INSP ~ SPECIAL iNSTRUCTiONS: ~ AT"r~~(~ ~ ~ 0 ` CONTRACTOR: ~ BILLI[dG ADDRESS: ~ (If New) ; FIELD INSPECTOR; RADIO NO.: (include drawing of al! /ines and/or manholes requestedJ ~ . . . iAND.DES1GN PROJECT NAME: tRU,~,,`i LAZ C-P Af-TU A4)W ~ ACTIViTY M 40~_ J08#: 5w 1 PI.ANN(NG # PL ~~1 ~JO • ~ ~ ATTACHMENTS: a DRAWING OF REQUESTED ORAWINGS AT AREA INCLUDING MANHOLE #9ASTEWATER ~ R AND 1/4 SECTION #S OPERATIONS FIELD OFFICE DATE FORWARDED: ~•0 3 BY: _3tL4 DATE RETURNED: ~ ~ . ~ • • • ~ ~ - • tSSUE DATE: FILE NO.: JOB NO.: VHS TAPE NO.: ~ ASAP ~ WNEN POSSIBLE ~ OTHER: AODITIONAL lNSTRIJCT[ONS: ' : : . ~ . - • ~ _ - ~ ~ ~ ~ • : _ • . ~ . . ~ . ~ . ' ~ ~ - . . .~e . . « ie~. - ~f...':, ..•.•e. ' . . ' ' - . , . . . . . J~:•r•• . . ~ '~.1 .l: ~ ..1.• ~ . . . .`'i,' -..s...:r ~ . ._i . - .~..'i.:: - ~ . - . . •.t ':ti:- . ..t• ,•y,.. ' . . " - : . . . . _e _ . . . , ~ . . . . ~ r . . . . ' . . . . . ~ . . - - • _ . . •'.e':.. _ . ..~'p." - . ~ r. . ~ . ••i••y _ - . . " . • . . . . . : r. _ . . . . _ _ . DATE COMPLETED: OPERATOR(S) White - Utilities Yellow copy - Consiruction ~ Revised 3110100 r :•e ~~_r s~r ~oa: i tin .lunan auekoes:1-4tps=: =EO--v --fl - ~ _ N4RTHINEST, INC. ~ Geotechnical, Inspections, Materials Testing - June 16, 2003 STI Project No.: S030016A Spokane County Engineer's Office 1026 W. Broadway Spokane, Washington 99260-0170 Attn: Mr. Randy Stronks Re: Shelley Lake 4`h Addition - Construction Summary June 1, 2003 - June 14, 2003 . C&B Excavation: Contractor Shelley Lake Development: Developer Dear Randy: This letter transmits the general construction activity that occurred on site during the time listed above. This letter is not intended to replace the construction daily report produced by STI Northwest or its staff, but it does transmit the general information concerning the construction activity. Any item that may be listed below may or may not be in compliance with the plans and specifications. This letter is not intended to be a submittal for acceptance. It is for informational use only. Subgrade for curbs and gutters was prepared. Construction observation and density testing services were performed. No major deficiencies to report at this time. If you have any questions or comments concerning any of the items listed above, please feel free to give me a call. Sincerely, STI Northwest Bob Gr aham m Civil Projects Manager cc: Buster Heitman, Shelley Lake Development file 2214 East Riverside Avenue • Spokane, WA 99202 • Phone (509) 534-9711 • Fax: (509) 534-9755 ♦ - ~ - NORTHWEST, INC. ~ Geotechnical, Inspections, Materials Testing July 7, 2003 STI Project No.: 5030016A Spokane County Engineer's Office 1026 W. Broadway Spokane, Washington 99260-0170 ~ Attn: Mr. Randy Stronks Re: Shelley Lake 4th Addition - Construction Summary June 15, 2003 - July 5, 2003 C&B Excavation: Contractor Shelley Lake Development: Developer Dear Randy: This letter transmits the general construction activity that occurred on site during the time listed above. This letter is not intended to replace the construction daily report produced by STI Northwest or its staff, but it does transmit the general information conceming the construction activity. Any item that may be listed below may or may not be in compliance with the plans and specifications. This letter is not intended to be a submittal for acceptance. It is for informational use only. Concrete curbs and gutters were poured. Construction observation and concrete testing services were performed. No major deficiencies to report at this time. If you have any questions or comments concerning any of the items listed above, please feel free to give me a call. Sincerely, STI Northwest (~44,1 Bob Graham Civil Projects Manager cc: Buster Heitman, Shelley Lake Development file 2214 East Riverside Avenue • Spokane, WA 99202 • Phone (509) 534-9711 • Fax: (509) 534-9755 ~ - ~ NORTHWEST, INC. ~ ~ Geotechnical, Inspections, Materials Testing July 14, 2003 STI Project No.: S030016A Spokane County Engineer's Office 1026 W. Broadway Spokane, Washington 99260-0170 ` Attn: Mr. Randy Stronks Re: Shelley Lake 4th Addition - Construction Summary July 6, 2003 - July 12, 2003 C&B Excavation: Contractor Shelley Lake Development: Developer Dear Randy: This letter transmits the general construction activity that occurred on site during the time listed above. This letter is not intended to replace the construction daily report produced by STI Northwest or its staff, but it does transmit the general infonnation concerning the construction activity. Any item that may be listed below may or may not be in compliance with the plans and specifications. This letter is not intended to be a submittal for acceptance. It is for informational use only. No work requiring STI inspection was performed. Field inspection work on this project by STI Northwest, Inc. is suspended until further notice. No major deficiencies to report at this time. If you have any questions or comments concerning any of the items listed above, please feel free to give me a call. Sincerely, STI Northwest Bob Graham Civil Projects Manager cc: Buster Heitman, Shelley Lake Development . file 2214 East Riverside Avenue • Spokane, WA 99202 • Phone (509) 534-9711 • Fax: (509) 534-9755 ~ Sp*Co WzstewaW,124Q7 E Empire Way, Spakane, WA 80206, Tel Gtl4.4T7.S8204, Fm 508.417,8E?8 03Q731PosiPave.mdb sedfat~mxrtbsr: 11 ' SUER ' rDaie • tocai3an -Street ^ -Map Pfo. ~ _ - e • 16619.6 ~ 0713112003 spoket►e x Y z COQfdb18t88 r(',nvRr./RQad ~ ff MonaockiKglPav+ed Eccetrtric , 4Fd~ Materlal ~ Pmte(;fian Remark • r ~ IV 8'S •a ~ ~ N ~ ~ol ~ Wtf ~ ' • ' ' i . ~ ~ Tape # VCR ~ AND F#)L F4^940W ,rwhi Qf*w ~ -ly ' t+~I~ ~ /rC44OV4 . MS2 I ~s~.~~~~ ~ V ~ f D 1 { : N . l~ I " • c I ~ ~ ~ Y 0 o iii i►raw,., i~~ ~ v., lA i a N r I ~ I ~ I ~ ~ E I ~ . I I 1 cn i 1 I I I 4 1 0 ~ I ~ I I. I ~ ~ 1 I ~ I I ! 1 1 I i . . 030731PostPaveAWb rr paee, I ~ n :V # SpoCa Wasteivafer, 12007 E EmFrre b6'ay, Spokase, VP(A 992d6, Tet 509.417.1884, Fex: 509.477.6926 010731 ftSPaue.►mib ~ Q$'~ii } T3j36R j 4WN=9011r ~ F'+WWa:.'i~ ~ /1f•"wiv.~.w'_ ` r"Cmw= It.-CR COW--C4 ge-ein ' ~t~ Q7I31PZO03 ~ 1285 ( 163AF1.8 ~ 164M.3 11'ee, at 02 o'ciocis, aiemea=4 iat k 189.t I 00:06:35 21 ~Si'131i2~103 1 92W i "cw,wa.o j ~ TC°, Q~C~4.`„ ~::«»w d K~ J. 201.2 ~ QQ:O':2'v i ~ . 31 0713112003 I 12e5 isa.as.e 1 164s.3 1 FInM QW4W @ ft zes.a I ao:1e:21 i° 41 071311MIs ~ 12e6 I164e.3 I164.sre.9 ~ree,at ,oo•dock,aiameeraIn , ts.a f 0013:se I a a S+ 07RtmQ3 ( 1165 ~ t8419.5 ~ 164.318.A ~Tee, etQ2o'clack,diemeW 4in SQt ~ 00:14:g2 ~ 2 r B Ork't112(103 ; 5265 ~ i6~19~. 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Tee, at 10 o'dadc, dtameter 4 In ~ 33.6 ~ 00:33:45 ~ 5 18 E 0113UZ403 1 1295 ~ 16Z.91A.9 N t62.St9.8 ~ Tee, atOZ o'dodc, dianeer 4 fn ~ 81 ~ 00:38:57 ~ S 191 Q7191nOM i 1286 r 162.9f8.9 ~ f 62.5/8.8 t Tee, at 10 o'dodc, dwmeter 4 in ~ 103,8 1 00:38:46 ~ S 20I 0713112003 I 1265 I162.eae I mme ~ Fwstt suver t~ mn ~ 123.3 M 00-.37:3e 211 0719117A09 ~ 1285 M 1164.319.6 ~ 184.819.8 ~ Tee, at 02 o'dodc, dlemeter 4 In ~ 6.5 N 00-41:18 ~ B aa I 0713»003 I 12as I164.3re.5 I Tsa.sre.s ~ rM at ,o Wdack. akmmmr a In i ae.z I 00:39:W I s 231 o7airm I 1285 I164.3rs.5 1164.sM.a I ree, at 02 Waock, mameer a m ~ 78.6 1 ao:3$:at I e 241 omtmas 1 1295 IIsa.sre.s I 1e4.ers.a ~rrdsns,rmr4 rt►i, I ez., ~ 0a:37:36 1 8 - 2S) 07fS9l20L3 ~ 4265 i iU.a~ ~ 1185M.7 ~Tee,eE02e'd^tfCcLWW.er8ln i00;44:04 ~ 7 ~ 281 07131l2003 1 t285 ~ 184M.8 ~ 166.8l6.7 ~ Tee, at 10 o'docc, diameW 4 in 73.4 ~ 00:44:58 ~ 7 at I aMMM ( 428e i164.M6 1165.ere.7 I Te% at az o•docc allmter o In ~ 134.9 M aa:4728 r ~ aeI 07131noo-3 1266 I i64.We 1 165.619a I ree, ec 10 o•ckick, mameter 4 in . ~ 164 I ea:aa•~a r u ~I o7r31noas 1~ i~ea.6s.e I16s.s~.~ I r~, ~ 02 o•ao~, aUam~ 4 m I 209.8 ~ oo.sa6o I 7 sa I 0713IMoa9 ~ 1295 I1e4.eM.e I 165.6a7 ~ Too, flc 10 adoak aameW a ti I 235.e N 00:62:04 ( r 41 911 Q7131 n003 I 1285 I 184.8M.6 ( 165.8l9.7 Te4 at 02 o'dock, dtsmeEer 4 in ~ 301.9 ~ 00:55:00 ~ 7 ~ T x 921 07131/2G03 1 1285 N 184,619.6 N 165.6l9.7 TEa, at t0o'dock, diatraW 4 in M 315 N 00:55:47 f ~ r,:88:36 T x , c ~ , 6713112003 ~ 1285 ~ 184.6fA.6 1BS,8f9.7 ~ FlMah survey mh 928 60 3a~ ~►s, r~ao3 ~ ,~as I.. ~ss.eN.7 I' ~es.e~.s i t'ee, at 10 a doc~cc, ~►nder i~ ~ ss.: ~ CC:99:44 ~ e M N ~ 1,i~ ~ @ mb tao 01:01.31 e Q 331 07131 rtao9 I 1295 I 1es.610.7 165.sM.e Fi N 381 07131120M I 12e6 I'1 ss.ano 16B.M.e Icev o I 01:0314 I 9 m 371 07131fZ003 ~ 1285 ~ 188.8tt4 16b.91A.e 8urveYem ~ 62.1 ~ O~OO;aO ~ 9 • 381 OTlS1/2A03 1 1~fi 1 166r'9.6 de~ c~d ` 8.9 ~ Ot:09:3fl ~ t0 0 391 0713112003 1 1285 C 165.9f8.8 1$619.6 4in t2.5 ~ 01:o3:S3 ~ 10 19 ' I ' ao arr3tncos I 12e6 (~ss.aro.a I~ssra.s o~. ~►+n~ ' 46.8 I 01:05:12 I10 ~ ' P8pe:1 0 ~ WA 9920~ Tet 509.47T. tB84. Fax; 509.4T7.63961! Q30T3iPostFavamJb ~ ,^~Co w~tawatec ~~r e Empire w8r, sp~ne. ~VCr ca:sti~ sesdan 0' dafa ~ T&¢a 0 iAarasw'e ~ Wmatrfr~.` i 04:06:13 411 OT13112Q03 1 1785 ~ 165.919.8 ~ 16Bf9.5 ~ 7ee, at tu a'doac, diantmier v a, 83.3 1Q ~ ti nd"n.o i ~ 'v`~.5 ~ P~tw ~ ~ "•L'• 421 Glf31t2t~13 j 1285 ioa. 37.3 ti 43 1 GT/311~03 ~ t295 I 166l9.9 ~T~es. flt o' d * eter a in 71.7 a1:t a90 1 t `o 48 ( 07191P200S /28b 1619.8 16819.9 ►s, de~n9 67.8 ~ 01_11:03 ~ 11 a asN 0713snacs I 1255 16e 1eM.3 baneurwy a mtf'" 1.6 ~ 01:16:0a ~ tz A C , , ' ~ . _ . . . r 461 07i31I2003 { 1255 7.5 oi:ta:$7 12 ~ 471 aT19S12063 4 1265 ~ 166P8,3 ~ 165.filS T• r,4~~ ~ 1Z.7 ~ 01:14:12 ~ 12 m qg~ q7fgt~g ~ 1285 ~ 18818,3 r 1H5.819 ~Tee,at02o'dod4ft~r4U ~ 70.8 ~ Qt:1i:59 ~ 12 m 491 07135~03 ~ 1233 ~ io"6as ~ 165.6FJ ~ Tee, st 02 4'cJCCk, Eiattsisr 4 fa • 87.3 ~O'l:i 1~`i ~ 12 80 l Q71S1rg009 ~ 1285 165.8P9 ~FWsh unM * mh ' 26 ~ 01:1721 ~ 13 , 7141~183 ~ 1286 184,918.8 ~ TEQ, at 02 o Clod4 diameec 4 In 511 0 ~ Fw5 [ u9:f &02 i is 521 0719112005 Iy 1285 82.7 ~ 01:19:52 ~ 13 83V I 01131009 I 1286 ~ 169.8M 1 194.9M.8 ~&~MA~ ` 87.6 ~ 01~Za5! ~ 19 185.819 ~ 184.8&8 SUro61r AbBildmled-bl0dced 611 mcks ~ 341 01J31R003 ~ 1285 ' M V 7 a V C l m C m Y 0 G N ~ Q r N ~ M 0 ' ~ ~ M M La I I M M ~ ~ POW z m . 7 t Sa 3°° 16 A BOND ES7IMATE Project Name: Shelley Lake 4th Addition Project Numbet: P1750D Date: March 24, 2003 ~ Prepared by: GMM &W-McolJKI'Y Item Descript~on Unit Unit Price .otal Drainage Items . 1 Drywell, Type A(ind. aackfill, filter fabric, frame & grate) 1 EA a 2,100.00 $ 2,100.00 , 2 Drywell, Type B(ind. badcfill, filter fabric, frame & grate) 5 EA a 2,700•00 $ 13,500.00 3 Concxete Intet Type 2 2 EA a 600.00 $ 1,200.00 4 WSOOT Inlet and Grate 1 EA a 1,300.00 $ 1.300.00 5 Curb Inlet Type 1 T EA a 75.00 $ 525.00 6 Metal Frame and Grate 2 EA $ 300.00 $ 600.00 7 Pipe, 154nch PVC 15 LF $ 25.00 $ - 375.00 S Pipe.124nch CPEP or HDPE 40 LF 21.00 $ 840•00 9 Pond Excavation Ind. Hau1 425 ' CY a 8.00 a 3,400.00 10 Seed, Fertilize and Mulcfi 10,040 SF a 0.05 $ 500.00 11 Tvpsoii 50 CY $ .6.00 a 300.00 .12 Clearing and Grubbing (1-5 acres) 3 AC $ 2,000.00 $ 6.000.00 13 Riprap for Ditch (6 inch minus) 10 CY $ 25.00 $ 250.00 Dralnage Items Sub-Total $ 30,890.00 Roadway ttems . 14 Rough Grade (sub-grade preparaflon) 2.500 CY $ 10.00 $ 25,000.00 15 Base Course 1,270 CY a 24.00 a 30.480.00 16 Top Course 1.120 CY $ 24.00 $ 26,880.00 17 Asphalt Cancrete Pavement 872 TN $ 45.00 $ 39.240.00 18 Curb and Gutter, Type R 4,340 LF a 10.00 a 43,000.00 19 WSDOT Type III Banicade 1 EA a 250.00 $ 250.00 20 Street Signs 2 EA a 100.00 a 200.00 21 Monuments (1 approx. every 300 ft) 7 EA $ 200.00 $ . 1,400.00 Roadway Items Sub-Total $ 166,450.00 Erosion Control Items , 22 Silt Fence 800 LF a 4.00 $ • 3,200.00 23 Rocic Construction Entry 280 SY $ 16.00 4,480.00 Envslon Contro/ Items Sub-Total 7,684.00 SUBTOTAL of ALL ITEMS 205,020.00 3% inflation from year 2002 to 2004 $ ..12,485.72 Sub-Total including lnflation $ . 217,505.72 CONSTRUCTION TOTAL (includes multiplier of 1.10) E 239,300.00 Inspection 24 Inspection of Drainage Facilifies 1 LS $ 1,250.00 $ 1,250.00 25 Inspection of Roads 1 LS $ 6,050.00 S. 6.050.00 Inspec6on ltems Sub-Total $ . 7,300.00 SUBTOTAL of ALL lTEMS $ 7,300.00 , 3% inflation from year 2002 to 2004 444-57 Sub-Tofal including inflation $ 7,744.57 INSPECTION TOTAL (includes multiplier of 1.10) $ 8,500.00 GRAND TOTAL (includes multiplier of 1.10) $ 247,800.00 w~ 1 E~ ;~ERS 100 1,30200 s v.s. ~ ~ so su 0000 tNC►'iES ~ g 810 ~q16 ~ ppEMiN'aIN ~~2~g 3 4 .00 OOO V S' StE'~ 2 1~ 1 ~4 A 3 6 10Q 95 90 85 ~ SO 75 " 70 65 0 60 _ ~ 55 ~ ~i~ Zt5~0 ~ Z W a 35 30 25 j` 2D 0 pipl 6.01 15 0.~ f ~ 10 ~ c ~,~11taJM~ER-► $1LT OR 10 5 GROy SIZE `N SA~ C1l o i~ ~p( t~ree PL P~ Cc - R,,edium ? e LL EL#~ne coavsc~ - of CO t~ateria_ i $gl.ES coa~ Qsc,trpti°~ p D G'ta e% n ~aenbfic,afion SPe~~- 0,0 ~ 962 E1 °~sand ~S~tt o~Gra~► - 7~ •4 030 ~ DApp ~ 6 9.p52 ' bon - -20.38 Sp+ea~n ide~tifi~` Z5 _ - 0.0 . 962_-- TFt1~uT10~ - SIZE ~ 4th P461101 ~ _ - pro,ect. shelly Lak Road e ~ `Q~tion : She1~Y La~ . w 1GA NU~' p300 ~ aRTN~NEST - N 4 ~ . ~ U.S. SfEVE OPEN1N0 IN INCHES I U.S. SIEVE NUMBERS I HYDROMETER 6 4 3 2 1.5 1 4 1/23,18 3 4 6 $10 1416 20 30 40 50 60 100140200 100 " ~ • : , 95-- ~ • Y . ~ • ~ ~ ~ ~ • ~ ~ ~ ~ ~ • ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ Q5-- + }V ~ ~ ~ ~ ~ ~ ~ ~ • ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ • ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ • - 75 70 - _ ' - - - - ~ vV : ~ 60-- ~ ~ ~ ~ ~ ~ ~ • . . ~ ~ ~ ~ ~ ~ ~ ~ ~ . ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ . ~ 55-- W • • Ar.+~+ ' . 1. ~ . ~ ~ ~ ~ ~ • ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ . ~ ~ ~ ~ ~ • ~ ~ ~ ~ ~ ~ Kl W ~ 40-- - ~ - w = ~ • a 35 : : : - 3p - ' - - • . . ~ - 25- - ^ , - T - - • . . \ . ~ ~ ~ ~ ~ ~ ~ • ~ ~ ~ ~ ~ ~ ~ . ~ ~ ~ ~ ~ ~ . ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ! V ' 15 - 10 5 ' - ~ " 0~ ' ~ - 100 10 1 0.1 0.01 0.001 GRAIN SIZE Ild MILLIMETERS COBBLES GRAVEL ~ SAND SILT OR CLAY coarse I 6ne I coarse I medium I flne Speamen Identification ~ Description of Material ~ LL ~ PL ~ PI ~ Cc I Cu • 1 1027 1.0 11.56 142.43 Speamen Identificafion ~ D100 ~ D60 ~ D30 ~ D10 ~°kGravel ~%Sand ~%Sift I °r6Clay • ~ 1027 1.0 ~ 19.1 ~ 4.993 ~ 0.958 ~ 0.118 40.9 ~ 50.9 ~ 8.2 ~I I I I I I I I I I ( I I I ° I I I I I i I I ~ I I I I I I I I a GRAIN SIZE DISTRIBUTION ~ Project: Shelty Lake 4th Addition ~ Location: Shelly Lane Road ~ JWrff NORTHWEST Number: S030016A ~ w . • ~ 145 - • 140 ~ 135 Laboratory ID No. 10271.0 Description of Material -~8p 130 Test Method ASTM D1557 Method B 125 TEST RESULTS Maximum Dry Dens'rtty 137.2 PCF 120 Optimum Water Content 7,0 % ~ ~ ATTERBERG LIMITS ~ W 115 ° LL PL PI r ~ 0 110 Curves of 100% Saturation for Speafic Gravity Equal to: 2.80 ~ 105 2.70 2.60 100 95 90 ~ ~ ~ C ~ H ~ 8 p 5 10 15 20 25 30 35 ~ WATER CONTENT, °,6 ~ ~ . g . MOISTURE-DENSITY RELATIONSHIP ~ Project; Shelly Lake 4th Addition ~ a ~ Locafion: MH #6 - ~ ~ ~ T,ff NORTHWEST , Number: S030016A _ U.S. SIEVE OPENING IN I► :S I U.S. SIEVE NUMBERS I HYDROMETER 6 4 3 2 1.5 1 1/2X8 3 4 6 810 1416 20 34 40 50 60 100 140 200 ~ 100~ ~ - - - ~ - ' , 95 . - ~ 90 - : - - ~ 85 : gp • ' lr--- 75 : ~ , - . : . ~ 70 ' - - cz ~ - - --T---- ~ . ~ ~ . : . : ~ 55 - . : : - . m ~ • w 50 ; - ~ ' Z Z 45-- : ~ . . ~ w ~ ~ qp ' a . 35 - 30 - . : - _ - 25 - - : -----9-- ~ 20 : - ~ ~ 15 ' - , 10 - M 5 - ' ^ 0 ' 100 10 1 0.1 0.01 0.11J1 GRAIN SIZE IN MILLIMETERS COBBLES GRAVEL ~ SAND SILT OR CLAY coarse ~ fine I caarse ( medum I fine Specimen Identification I Description of Material ~ LL ~ PL ~ PI ~ Cc ( Cu • 1 1031 1.0 1 SW-SM 2.49 134.87 m ~ LL Class A 0.0 1 1.66 120.53 A( UL Class A 0.0 11.33 136.87 Specimen Identfication ~ D100 ~ D60 ~ D30 ~ D10 ~%Gravel I %Sand ~%Siit I %Clay 01 1031 1.0 1 19.1 1 5.483 1 1.466 1 0.157 1 43.7 1 49.7 1 6.6 ~ ~ m ~ LL Ctass A 0.0 19.1 ~ 7.023 ~ 2 ~ 0.342 ~ 51.3 ~ 45.7 ~ 3.0 Fh~ ~ UL Class A 0.0 ~ 12.7 ~ 3.766 ~ 0.712 ~ 0.102 ~ 33.3 ~ 59.7 ~ 7.0 . rn ~ Q GRAIN SIZE DISTRIBUTION 10 g Project: Shelly Lake 4th Addition ~ ; Location: Shelly Lane Road JWTJ NORTHWEST Number: s030016A ! ~ I Project No.: S030016A Project Name: Shelley Lake 4th NORTNWEST I.-ab No.: 1031 ,fr1F Sample Date: 7/17/03 _ Sample Locarion: Shelley Lane Rd. CLASS `A' &`B' ACP LABORATORY TESTING RESULTS Gradation: (ASTM C-136 & C-117) Sieve Size % Passing Specification 3/4" 100 100 1/2 " 95 90-100 3/8n 83 75-90 1/4 " 64 55-75 No. 10 34 30-42 No. 40 15 11-24 No. 200 7 3.0-7.0 Meets Specifications: Yes ~ No ❑ Percent Asphalt by Weight of Mix: (NCAT Method) 5.82 Rice Specific Gravity: (ASTM D-2041) 151.4 , Report of Compression Test Resuits JVr# NORTHWEST Report # : 11 2214 East Riverside Report Date: 6/26/2003 Spokane WA 99202 Job Number. S030048A Offce: (509) 534-9711 Job Name: Shelly Lake 4th Fax: (509) 534-9755 Project Manager: Bob Graham Specimen Type: 6x12" Concrete cylinders ASTM-C39 Mix and Field Data Cast Date: 6/26/2003 Contractor. Jim Johnson Placement: Cross drain, 9th Lane Galway Lane Strength: 3000 psi aLD 28 Days Inspector: Mike Cunningham Mix ID: 306066 Actual Supplier. CPM Slump (in.) ASTM C-143: 5.5" Load 1st Load Air Content ASTM C-231: 4.2% Truck 967 Unit Weight (pcfl ASTM C-138: N/A Ticket 145533 Concrete Temp. (°F): 76°F Plant # : 1 Batch Size: 8.0 yd9 Ambient Temp. (°F): 84°F Water: 8 gals Weather: Pt. Cloudy Admixtune: Daravair Time Batch Time: 1:05 PM Remarks: 0 Sample Time: 1:35 PM Finish Time: 1:50 PM Test Results Actual Break Nominal Area Load Strength Break %of Lab # Date Rec'd Test Date Time Age (days) Size (ins) (Ibs) (psi) Type Req'd 1157 a 6/27/2003 7/3/2003 10:00 7 6x12" 28.27 76050 2690 SH 90% b 6/27/2003 7/24/2003 8:1 Q 28 6x12" 28.27 97175 3440 SH 115°k c 6/27/2003 7/24i2003 8:10 28 6x12" 28.27 97175 3440 SH 115% d Hold Break Types -(CN) Cone, (CSP) Cone Spfit, (CSH) Cane Shear, (SH) Shear, (CO) Columnar Reviewed By: ^istribution Client: File: Producer: Others: Report of Compression Test Results NORTHWEST , RepoR # : 10 2214 East Riverside Report Date: 6/25/2003 Spokane WA 99202 Job Number: S030048A OfFce: (509) 534-9711 Job Name: Shelly Lake 4th Fax: (509) 534-9755 Project Manager. Bob Graham Specimen Type: 6x12" Concrete cylinders ASTM-C39 Mix and Field Data Cast Date: 6/25/2003 Contractor: Jim Johnson Placement: Type "R" curb and gutter, SW comer 9th + Shelley Lane Strength: 3000 psi @ 28 Days Inspector. Mike Cunningham Mix ID: 32112 Actual Supplier: CPM Slump (in.) ASTM C•143: 0.75" Load 14 of 17+ Air Content ASTM C-231: 7.8% Truck 913 Unit Weight (pcf) ASTM C•138: IV/A Ticket 145394 Concr+ete Temp. (°F): 77°F Plant # : 1 Batch Size: 10.0 yd' Ambient Temp. (°F): 84°F Water: 0 Weather: Pt. Cloudy Admiuture: Daravair Time Batch Time: 12:34 PM Remarks: 0 Sample Time: 1:25 PM Finish Time: 1:45 PM Test Resutts Actual Break Nominal Area Load Strength Break % of Lab # Date Rec'd Test Date Time Age (days) Size (W) (Ibs) (psi) Type Req'd 1156 a 6/26/2003 7/212003 10:00 7 6x12" 28.27 105315 3730 SH 124°l0 b 6/26/2003 7/23/2003 1:35 28 6x12" 28.27 126690 4480 SH 149% c 6/28/2003 7/23/2003 1:35 28 6x12" 28.27 115250 4080 SH 136% d Hold Bneak Types -(CN) Cone, (CSP) Cone Spfd, (CSH) Cone Shear, (SH) Shear, (CO) Columnar Reviewed 6y: ^Nstribution Client: File: Producer: Others: ~ ~ INSPECTION LOG Project Name: Shellev Lake 4th Addition JWTl NORTHWEST Project No.: S0300016A DATE REPORT INSPECTION LOCATION & DESCRlPTION DEFICIENCY SOLVED NUMBER INSPECTOR TYPE Y/N REPORT Na. N ss , rr~ ~Ae4C: r gtS~ ^ ~~,~dn N ru3 ~ ~ S 5 rat~i C~. M~ ~t~! yo~, AJ 1~-5 2-6 VV~e. ss ~ 3 3 lMr . 45 s '~~~~~~OCP3y,~, _ ~ ~ , K yoq,qos yo( N' 33 1M~ o,~ ~ L. ~ /V r cs~s f , S~G~i.cr /Gf A/ cl1-0 1, (SA . ~ , e ~yit y~ y// 1~7 ' 7 ~Ia7- yo~ - ~1 A/ / e9 4~y/D3 i20'y 4f r 1hs PG be> it, ~U ~ ~ 13 03 Q-T o yk a,-~ 9 ~ ~ l awe ~ ( X3 b/z5j°3 10 ~ C~wcr~ Ow CAY►~2Y a~ y~ ~ she~le Luke Gw~e, c ~a .''"~~D3 C,~ aS~wa~ ^c q► ~ PC 7 r 5~aQ . rt~y~ I ~~~s C T L. 7(ei SS=Sanitarv Sewer DT=DensitY Testinq C=Concrete SD=Storm Drainaqe . . ,,~y . JVTJ NORTHWEST PROJECT SPECIAL INSPECTION LOG PERMIT # 3628 E. FERRY, SROKANE, WA (509)534-9711 FAX (549)534-9755 PROJECT NAME ~ leLA tq4"' STI JOB No._Q30Q0 C(, A- ADDRESS REPORT INSPECTOR' TYPE OF LOCATION OF PASS1 CORRECTED COMMENTS T I M E T I M E DATE No. INITIALS INSPECTION INSPECTION FAIL ONSITE OFFSITE 2 -7 03 ~ \ ~~a1k ~+k/ CAt/1 i~.lL/ S~,«Q~LaICe ~ 3(~ ~ G• ~ ~ 7103 ~ S . R-s 55 SCwe►' debp;.4 donliylocuvol P llA S--j„a03 l~4-~6 Co~-~w&s 114 r► vv s ~:QO ~'.30 0:1STIILOGSIQVSPECTLOG.dac • NORTHWEST ~ DA, i~ FIELD REPORT STI 2214 East Riverside Spokane, WA 99202 Proiect Infamation Project Name: Date: SHELLEY LAKE 4T" ADD. 2/21/2003 Project No.: Report No.: S030016A 1 weaffw Arrival Tme: Deparbure Time: PIC - MILD 1:30 2:30 ClienY Locai Representative / phone nurtiber HEITMAN 606 HEITMAN General Conbacta: Site ReExesentative / phone number C & B EXCAVATORS SEAN Subcontractor STI Project Manager / phone number BOB GRAHAM Page No. of STI Representatives on site 1 1 JEFF HARTMAN - Manpower and Equipment Used 1- HITACHI DCCAVATOR ,1 CAT DOZER,1 CAT FRONT LOADER Field Observations Arrived at jobsite for onsight inspection. Observed contractor installing 8" PVC main sewer line between statioos 18+50 and 19+00 on 9'h lane. Also observed placement of MH at station 18+50. Pipe connections and MH sections appeared to be installed properly with gaskets and lubricant. 4" Side services were stubbed off 8" mainline at this time. Sewer mainline was being properly bedded with bedding sand. Contractor checked elevations on MH mentoined above, before and after setting MH and inserting sewer mainline. Contractor backfilled first lift over bedding as being installed. Contractor had not yet compacted. *ield Representative Contractor's Representative THIS DOCUMEtJT AND RffERENCED, ADDENDA ARE TO BE CONSIDBtED PRB.tAANARY UIJTIL REVIEWED AND SIGNm BY THE STI WNSTRUCTION ENGINEER AND/OR STI PROJECf MANAGER. . 5C ~ Ji ' Reviewed by Date STI Project ager Date Corresponding Deficiency Report No: Field Report 'RS WW' NORTHWEST ~ DA~ i~ FIELD REPORT STI2214 East Riverside Spokane, WA 99202 . Proiect Infomation Project Name: Date: SHELLEY LAKE 4T" ADD. 2/27/2003 Praject No.: Report No.: S030016A 2 wea#w Arrivat Tme: Deparbge T'Une: Clear, 33°F 9:45 10:45 Ciient Locaf Repxesentative / phone number Shelly Lake Development Buster Heitrnan Generaf Contracta: Site Representa6ve / ptwne number C& B Exacating ShawN 879-8911 g~ntracbDr STl Projed Mamger / phone nwnbw Bob Graham/ 5349711 Page No. ot STI Representatives on stite 1 2 Mike Cunningham19547195 - Manpow and EquipmeM Used No activity at time of inspection, Hyst,er C-832 vibratory roller was used for compaction. , Field Observations Amived at jobsite at contractor"s request for onsight inspection. Observed compaction of subgrade over sanitary sewer line on the proposed Carnine Lane from MH 411 to MH 403 at 4ft. below grade, and from MH 403 at -6ft. to MH 412 at - 12ft. below grade. Due to the eartremely rocky nature of the native "Valley Gravel" being used for backfill, compaction testing by nuclear densometer was nat feasable. The backfill at the above mentioned areas appeared to be firm and unyielding as tested by t-handle soil probe. After conversation with the site representative, Shawn, he stated that he would lightly water the next lift as it is Ueing pla.ced. . STI Field resentative Contractor's R,epresentative THIS DOqJMENT MD REFBtEPfCED ADDEEN~DA ARE TO BE COIVSDERED PRBJMINARY UP(fL RtVtEWED AlVD SIGNED BY THE STI OQNSTRUCfION ENGINEERANUIOR STI PROJECf MANAGER. ~ . " Reviewed by Date lWioi: Manage . Date Correspottcfing Qeflciency Report No: Fiela Reporc V2.2 erMoI nN . , ~ t..l... ~ , 10 5 3 ~ 7 O 9 8 ORTH 4 11 3 12 , 13 2 3 SHELLY LAKE ~ 1 2 4 ' 3RDAD01110 ~ 5 ~ , 0 1 3 4 6 . . . • --~,~Tf ~ ~ ~i 1 ~ , r ~ , 2 3 50 { ~ 1 4 5 2 , 3 6 4 ° s 7 ~ B 9 ~ ~ ` ma~ • ~ J ~ 10 11 ~ 2 • f~j ~ g _ I ~ . ~ ~ t.• i 3 ~ 4 5 6 7 , 9 ~ ! a t ~ wrINORTHWEST Shelley Lake 4th Addition Job No.: S0300016A Field Rep rt (=Z 2214 E. R" -side 509-534-9711 Date; ~-'A7 0 Spokane, V4. )9202 509-534-9755 fax Page2 Of ~ DAi Y FIELD REPORT NORTHWEST 1 STI 2214 East Riveiside Spokane, WA 99202 . Proiect Irtfortnation Project Narrte: Date: SHELLEY LAKE 4TH ADD. 2/27/2003 Project No.: Repat No.: S030016A 2b weatfier Arrival Time: Qeparfire rune: Clear, 330F 2:25 2:55 ~lient Local RWesentative / phone number Shelly Lake Development Buster He'rtrnan Cieneral Contaft: Site Representative / phone number C& B Exacating Shawn/ 879-8911 Stbmtrada STI ProJect Managff / ptwne nurnber Bob Graham/ 534-9711 Page No. of STI Representatives on sibe 1 1 Mike Cunningham! 9547195 , - Manpower and Equ#ment tlsed Cat CP 563-C vibratory sheepsfoot roller fOllowed by Hyster C-832 vibratory roller Field Observatim Arrived at jobsite at Grnntra.ctor's request for onsight inspecbion. Observed compaction of subgrade over sanitary sewer line on the proposed Carnine Lane from MH 411 to MH 403 at M4ft. below grade, and from MH 403 at -4R. to MH 412 at - 9ft. below grade. Two lifts of -12" were added since inspection earlier today. Due to the extremely rocky n,ature of the native "Va11ey Gaavel" being used for backfill, compaction testing by nuclear densometer was nat feasable. The backfill at the above mentioned areas appeared to be firm and unyielding as tested by t-handle soil probe. The site representative determined that no water addition was necessary, only the surface of the stockpiles aPPeared drY. The contractor was conducting preliminary air testing of the sewer line between the above mentioned ma.nholes. ~ A ~ STI Field R entative Contractor's Representative THIS DOCUINENT AND REFER£NCED ADDETIQA ARE TO BE CONSIDERED PtE7.(MIMARY UHTL REVIEWED MD S{GMED BY THE ER. STI CONSTRUCTIOW ENGINEER MD/OR STI PftO,tECT MkN -1 , . Reviewed by Date STI Proj anager Date Carespondng Deficiency Report No: ,em Repos+V2.s 9128/01 NOFZTHWEST ~ DAk Y FIELD REPORT STf 2214 Fast ~~~ide Spokane, WA 99202 , Prolect IMamatian Project Narrie: Date: SHELLEY LAKE 4TH ADD. 2/2812003 Project No.: Report No.: S030016A 3 weamer Amval Time: oepara,re rffne: Clear, 29°F 12:25 1:45 Client Locaf Representative / phone nuribw Sheliy Lalce Development Buster Heitrnan Generaf Conb actcr: Site ReprewMative / phom nurrdw C & B Exacating Shawn/ 879-8911 SubmtmcWr STI Projed Managff / phone nonber Bob Graham! 5349711 Page No. of STI Reprmntatives on site 1 2 Mike Cunningham! 954-7195 . , ~ Manpower arid EquomeM Used Cat CP 563-C vibratory sheepsfoot roller foilowed by Hyster C-832 vibratory rolier, "Jumping Jadc", Cat D7G dozer Field Observatim Amived at jobsite at contractor's request for onsight inspection. Observed compaction of subgrade over sanitary sewer line on the proposed Carnine Lane from MH 411 to MH 403 at -2ft. below grade, MH 403 at -2ft. to MH 412 at - 8ft. below grade, and on the proposed 9'hLane from MH 404 to MH 405 to sta 22+50, just west of MH 406 at -6 to 8ft below grade. Due to the extremely rocky nature of the naiive "VaUey Gra.vel" being used for backfill, compaction testing by nuclear densometer was not feasable. The backfill at the above mentioned areas appeared to be firm and unyielding as tested by t-handle soil probe. A"Jumping Jack" was being used to further compact the backfill against Manholes #411, 403, and 412. Stockpiled Native material on the shoulders of the excavation on Carnine Lane was being pushed into the excavation with a Cai D7G to begin the next lift. STI Field R ntative Contractor's Representative THIS DOCUNENT NND REFERBJCED ADDENDA ARE TO BE CONSDERED PRaIMNJARY UNTL REVIEWED MD SIGNED BY THE STI OONSTRUCfION ENGiNEER ANQ/OR STI PROJECf GER Reviewed by Date STI Proj Date f Caresponcing Deficiency Report No: Fiem Repeac v2.2 M01 , . VC z .~.f) N ~ j ~ 6 5 10 . 7 ° 4 o 11 9 8 ORTH 3 12 ~ 2 13 ~ 2 3 4 SHfIIY LAKE 3RD ADDITId 1 . ~ M 4 5 cu N 4 r A,;A ~ 6 ~ ~ ; 2 3 4 5 5 ~ 1 ~ a 2 3 6 • 5 ~ 4 ~ 6 ~ ~ 7 8 O 9 10 , y i' ~T~► ~ ~ ~ 2 J~ 3 O ~ ►r1~ 4 5 6 7 ~ ~ • 9 1406' ~ N''INORTHWEST Shelley Lake 4th Addition Job No., S0300016A Field Rep.ort s 2214 E. Riverside 509-534-9711 Date:.-4 zo D 3 ~ Spokane, WA 99202 509-534-9755 fax Page ZDf a- ~ NORTHWEST ~ DA, . Y FIELD REPORT 2214 East ~ verside Spokane, WA 99202 Proiect In#amation Projed Narne: Date: SHELLEY LAKE 4T" ADD. 3/3/2003 Project No.: Repat No.: - S03001 fiA 4 yyeather Artival Time: Deparhn Trne: Clear, 31 ° F 9:45 10:30 ~~iffit Local Representative / phone rtmber Shelly Lake Development Buster Heitrnan General Contracta: Sibe Represerbtive / phone nurtw C& B Exacating ShawN 879-8911 gubmbacb STI Rrojed Manager / phone nmter Bob Grahaml 534-9711 Page No. of STI RepresentaWes on site 1 2 Mike Cunningham! 954-7195 ~ Manpowm and Equipment Used Cat CP 563-C vibratory sheepsfoot roiler followed by Hyster C-832 vibratay rolier, "Jumping Jadc", Cat D7G dozer Field Obseivations ' Arrived at jobsite at contractor's request for onsight inspection. Observed compaction of subgrade over sanitary sewer line on the proposed Carnine Lane from MH 411 to MH 403 at - grade, MH 403 at -lft. to MH 412 at - 8ft. below grade, and on the proposed 9" Lane from MH 404 to MH 405 to sta 22+00, just west of MH 406 at -4ft below gra.de. Due to the extremely rocky nature of the native "Valley Gravel" being used for backfill, compaction testing by nuclear densometer was not feasable. The backfill at the above mentioned aras appeared to be firm and unyielding as tested by t-handle soil probe with the exception of an azea on the right side of Carnine Lane between sta. 1+65 and 2+20. Soil probe penetration was -12" in this area, indicating that compa.ction of the last lift in this area had been missed. I poiated this location out to the site supervisor, it was recompacted while I was still oa site, aad then appeared to be firm and unyielding by soil probe test. A"Jumping Jack" was being used to finther compact the backfill against Manholes #411, 403, and 412. ~ ~ • ~ STI Field Represe ve Contractor's Representative TH1S OOCUbENT MD REFHtBJCED ADDENDA ARE TO BE COPiSDERED PRaIMINARY UNTIL REIIIEVYED MD SIGNED BY THE STI OONSTRUCTION ENGINEER AND/OR STI PROJECT MANAGER. . 3Lt 2/~~ ~ Reviewed by Date STI Proj -'Manager Date Caresponcfing Deflaency Report No: ,ele xeporcV2.s WMoI • •~z ' na ~ ~ ~ . , 6 ~ ~ . . 5 , ~ O 0 4 11 8 ORTH 3 12 2 13 ~ 2 3 4 SHELLY LAKE JRD ADDITI 1 yy~ ' • O 5 ` aft ~ + - ~ ' ° 3 4 . ~ 2 ~ r,AW ~ 3 O . r ~r 4 5 a 2 3 6 ~ 4 , ~ , 6 . ~ 7 B , 10 x -1 f it I u,q ` LA3 4Q5„ 4 5 g y~1p ~ ~ • 9 d , ~j MINORTHWEST Shelley Lake 4th Addition Job No.: S 0300016A Field Rep rt ~ 2214 E. Riverside 509-534-9711 Date; ~ Spokane, WA 99202 509-534-9755 fax Page 20f ? NORTHWEST ~ DA,_ _ Y FIELD REPORT STf 2214 Fast Riverside Spolcane, WA 99202 . Prolect Irtformation project Nam; Date: SHELLEY LAKE 4T" ADD. 3/5/2003 project ryo,: Report No.: S030016A 5 Weather Arrival Time: Deparbure Tene: Overcast 9:25 10:10 cliett Local Representafire / phone nunter Shelly Latce Developrrtent Buster Heitrnan cereral Gontracbor: site Represenmwe I phone nurrter C 8 B Exacatng Shawnl 879-8911 gubmtmcWr STI Rrojed Manager / phone number Bob Graham/ 534-9711 Page No. of STI Repre9entatives on site 1 1 Scott Milis/ 534-9711 ~ Manpower and Equipment llsed Cat CP 563-C vibratory sheepsfoot rolier fioilowed by Hysfier C-832 vibrabay roller, "Jumping Jack", Cat D7G dozer Field Obsesvations Arrived at jobsite at contractor's request for onsight insgection. Observed compa.ction of subgrade over sanitary sewer line on the proposed Shelly Lake Lane from MH 408 to MH 407 at 2'-3' below grade. . Due to the extremely rocky nature of the native "Valley Grravel" being used for backfill, compaction testing by nuclear densometer was not feasable. The backfill at the above mentioned areas appeared to be firm and unyielding as tested by t-handle soil probe. A"Jumping Jack" was being used to further compact the backfill against Manholes #408, 407. Sewer service was being pla.ced Block 21ot 3 and 2. All of the area tested appeared as per plans. - ~ STI F' Represeatative Contractor's Representative THIS OOCUNEtJT AND RffEItENCED ADDENDA ARE TO BE CWJSIDQtED PRBJMINWRY UNT1L REVIEWED AND SIGlVED BY THE STT CONSTRUCTION ENGINFER MD/OR STI PRWECT MANAGER. 3 Reviewed by Date STI Pro} Manage Date Correspondng Deficiency Report No: FW°RCPWv2-2 sr2s'ol ..f) N p 1 ~ 5 10 7 ~ ~ 4 „ 9 8 ORTH 3 12 . ~ ' 13 2 3 SHELLY LAKE ~ 1 2 4 ' 3RD ADDITIO ~ 5 1 ?e . + r cu ~ ° 1 r 3 4 . ,i s 2 3 4 5 2 3 6 , 5 , 4 ~ - ' 6 . ' 7 ~ 8 ~ ~ ` ~ • 9 10 11 ~ t4 • i I n 2 ; r Li , L-1 ~ • 3 4 5 6 7 9 d ~ srINORTHWEST Shelley Lake 4th Addition . Job No.. S0300016A ~ Field Report 6 . 2214 E. RJ- --,ide 509-534-9711 Date: 3-s -o 3 . Spokane, V4. .,9202 509-534-9755 fax Page_A. Of z, NOF2THWEST ~ DAi_ . Y FIELD REPORT S~ ZZia Eastx~~~~ide Spokane, WA 99202 . r.... Proiect Information Project Name: Date: SHELLEY LAKE 4T" ADD. 3/12/2003 Rroject No.: Report No.: so3oo1sA s weather nn;,►al roe: oepmUe rw,e: Overcast, light showers, 50°F 8:00 3:00 Ctient Local ReExesenta6ve / pfione nunber Shelly Lake Develapment Buster Heitrnan c~neral Contracta: site Representative I phone number C& B Exacating ShawN 879-8911 gubcoritractor STI Projed Martager / phone nunber Bob GrahamJ 534-9711 Page No. of STI 134presertatives on site 1 3 Mike Cunningham/ 954-7195 ~ Manpowm and Eq*ment Used Waber truck air compressor, variou,s inflatable pipe plugs, air hoses, and air pressure gauge Field Observations Arrived at jobsite at contractor's request for air pressure testing of new sewer lines. All air pressure tests of sewer liaes between manholes on Shelly Lake Lane, Carnine Lane, and Ninth Lane met or exceeded Spokane County Standards. The cone on Manhole #24 aoes noi line up properly with the steps in the barrel of the manhole. Manhole #411 does not have any inlets cast in the base for future development. , A ~ I / STI Fiel resentative Ca:ntractor's Representative TH1S DOGIMENT AND REFERENCED ADDENDA ARE TO BE COPtSDERED PRH.[MINARY UMi REVIEWED AND SIGlVED BY THE STI CONSTRIlCTION ENGWEBt AND/OR STI PROJECT MANAG 2~~l v ~~.1.Z~o ~ r ' Reviewed by Date STI Proj Manage Date Caresponcfng DeWertcy Repat No: Fiela Reporc V2.2 erzsroI AIR AND MANDREL FIELD TEST RESULTS PROJECT NAME: Shelly Lake 4th ~ STI PROJECT NUMBER: S030016A jWY,ff NORTHWEST REPORT NUMBER: 6 2214 E. RIVERSIDE, SPOKANE, WA 99202 DATE: 3112/2003 509-534-9711 FAX 509-534-9755 TECHNICIAN: MC & SM PAGE: 2 of 3 LOCATION MANDREL MAIN PIPE MAIN SERVICE SERVICE TIME PRESSURE PASS COMMENTS Manhole to Manhole DIAMETER DIAMETER LENGTH DIAMETER LENGTH / FAIL (to 1/4 inch) (Inches) (feet) (inches) (feet) (Minutes) PSI MH 410- MH 406 ~ 8° ~ 104 ~ 4" 35 ~ 5~ 4.0 ~ P~ Air test only I~ i N I I I I I I MH 405- MH 406 8" ~ 333 ~ 4" ~ 220 ~ 12 ~ 4.0 ~ P ~ Air test only I I I I I I I I I MH 445- MH 404 8" ~ 85 ~ 4" ~ 85 ~ 5~ 4.3 ~ P Air test only MH 442- MH 401 8" ~ 230 ~ 4" ~ 215 12 ~ 4.1 ~ P Air test only MH 401- MH 418A 8° ~ 131 ~ 4" ~ 95 9 ~ 4.2 ~ P ~ Air test onlX I I I I I I I I I I I I I I ~ I I I MH 412- MH 403 ~ 8p ( 126 N 4" ~ 85 N 9 ~ 5.5 ~ P ~ Afr test anly MH 403- MH 411 N 8" N 210 ~ 4" ~ 85 N 12 4.1 ~ P ~ Air test anly I I I I I I I I I I I I I I I I I ~ MH 407- MH 24 10" ~ 300 ( 4" N 200 ~ 14 ~ 4.0 P ~ Air test only, MH24 needs repair MH 407- MH 408 10" 100 4" 70 8 ~ 4.2 = P ~ Air test only I I I I I I MH 408- MH 409 ~ N 10" ~ 95 ~ 4" ~ 40 ~ 8 ~ 4.2 ~ P ~ Air test only MH 409- MH 410 10" ~ 90 ~ 4" ~ 65 ~ 8~ 4.4 ~ P ~ Air test only MH 410- Stub 10" ~ 50 ~ - ~ - ~ 6~ 4.0 ~ P~ Air test only I I I I I I I I I I I I I I I I ..nN - . - w - p 5 10 . 7 O ~ 4 11 8 kJORTH . . • 9 3 , 12 ~ 13 ~ 2 SHELLY LAKE 2 3 4 1 ' 3RD ADDITIO » Q 5 n, 0 1 3 4 " ' g I I I aF ~ Mlk fAtk 4 5 2 3 ~ 6 5 ~ 6 4 ' 7 0 8 9 10 t~~~ ~ 11 • 1 ~ ~r 3 v O I ~ /.Q 4 5 4~ ~1►~ . 6 7 9 ~ ~ &T.INORTHMST Shelley Lake 4th Addition Job No.. S0300016A ; . ~ Field Repo 2214 E. Riverside 509-534-9711 Date: ~ z/U -5 Spokane, WA 99202 509-5349755 fax Page,-3 Of-a~ . . . NORTHWEST .40 DAILY FIELD REPORT Project Name ~ Date: ~3 -a Project No. ` Keport No.: 7 ea er Amval T ime Ueparture iime &.'L6"Cr ~ . Client / Local Representa6vel phone number 'ienera n or i e e t7e n v one number p -zy - Li/! SubconUactor STI Project Manag r/ phone num r ' Page No. / of ~ Manpowet & Equipment Used u/z.~ t- /Yrl c ~ Comments: ~ /I (lnro~ic eompleted Apparefrttlyy Ol'I ~ ~,e~n / ►^u.c ~'i v- perSpecfications Problems and ttr°_ "ilutiors) , ~1~"c ✓ ~ ~ ~ r C✓e?~/ ~ ~'Qf ~~~Q. ~'!~i"~ Q~ ,J~~iP y /~'1P ~1/P✓`1i~•+~ lEtti~~ /OGG~.I _iL,~C G1~v~ G~`' ~/2^ 'r~ O v STI F D REPRESENTATIVE CONTRACTOR'S REPRESENTATIVE This document and referenoed addenda are to be oonsidered preliminary until reveiwed and signed by the STI oonstruction engineer andlor STI project manager. ' REVIEWED BY: DATE ST1 PROJECT AGER: E ~ o: vom, s%sUlr ek1rep. pm s Corresponding Deficiency Report No: AIR AND MANDREL FIELD TEST RESULTS PROJECT NAME: Shelly Lake 4th STI PROJECT NUMBER: S030016A JWY,ff NORTHWE3T REPORT NUMBER: 7 , 2214 E. RIVERSIDE, SPOKANE, WA 99202 DATE: 3/27/2003 509-534-9711 FAX 509-534-9755 TECHNICIAN; SM PAGE: 2 of 3 LOCATION MANDREL MAIN PIPE MAIN SERVICE SERVICE TIME PRESSURE PASS COMMENTS Manhole to Manhole DIAMETER DIAMETER LENGTH DIAMETER LENGTH I FAIL (to 1/4 inch) (Inches) (feet) (inches) (feet) (Minutes) PSI MH 410- MH 406 ~ 7.25 ~ 8" j 104 ~ - ~ - ~ - i - ~ P I Mandrel test onlX I I I I I I I I I MH 405- MH 406 ( 7.25 ~ 8" ~ 333 ~ - ~ - N - ~ - ~ P I Mandrel test only I I I N I I ~ M I . MH 405- MH 404 N 7.25 ~ 8" ~ 85 P I Mandrel test only MH 402- MH 401 ~ 7.25 N 8" N 230 ~ - - ~ - ~ - N P ~ Mandrel test only MH 401- MH 18A 7.25 ~ 8" ~ 131 - , • ~ - I - P I Mandrel test only I ~ I I I I I I I I I ~ i MH 412- MH 403 ~ 7.25 ~ 8" ~ 126 ~ • N - ~ - - P ~ Mandrel test only MH 403- MH 411 N 7.25 ~ 8" ~ 270 ~ - ~ - ~ • - P I Martdrel test only I I I I I I I I I I I I I I I I , MH 407- MH 24 N 9 ~ 10" ~ 300 - ~ - ~ - N P ~ Mandrel test onfy MH 407- MH 408 N 9 ~ 10" N 100 ~ - ~ • N - ~ P ~ Mandrel test oniy MH 408- MH 449 ~ 9 ~ 10" ~ 95 - N - ~ - ~ - ~ P I Mandrel test only MH 409- MH 410 N 9 N 10" I 90 - ~ • N - N - ~ P~ Mandrel test only I I I I I I I I I I I I I I I ~ I I i I I I I Y ' m ~ ° ► 6 5 3 10 . 7 ~ , 4 8 „ ORTH 3 9 . ~ - 12 2 13 1 2 3 4 SliflLY LAKE 3RD ADDITI 1 ~ _ . 4 5 1 ~ . 'tat o ~ ' 3 4 + g O . ~ . . , h 7 ~ 2 z r . . . . 3 4 2 . g 5 ~ 3 4 . s ~ 7 qc 3 ~~S e - 0 g r , 10 ~ . YC/9 , 2 I i 3 30 . 4 5 y0 fc 6 7 ~ • 9 ~ , d r jVrffNORTHWEST Sheliey Lake 4th Addition Job No.; S0300016A - ~ Field Report#: 7 2214 E. Riverside 509-534-9711 Date: ,3-a7-o.3 Spokane, WA 99202 509-534-9755 fax page,3 Of 3 ' DAl_ I FIELD REPORT riNORTHWEST 2214 Riversid East e ~ Spokanc, WA 99202 Proiect Information Project Name: Date: SHELLEY LAKE 4T" ADD. 6/4/2003 Project No.: Report No.: S030016A 8 Weather Arrival Time: Departure Time: Sunny, 74° 10:30 1:30 Client: Local Representative 1 phone number Shelly Lake Development Buster Heitman General Contractor: Site Representative / phone number ' C& B Exacating Shawn/ 879-8911 Suboontractor STI Project Manager! phone number Bob Graham/ 534-9711 Page No. of STI Representatives on site . 1 1 Roger Sahi/ 534-9711 ~ Manpawer and Equipment Used Cat 330-L Excavator with operator Field Observations ' Arrived at jobsite at contractor's request to observe installation of four (4) drywells. Type "B" double barrel drywells were placed in three of the locations (Tract A@ 22' right of STA 2313, Tract B@ 22' left of STA 1170, & Tract D@ 22' left of STA 1213), and a type "A" single barrel drywell was placed at the north side of Tract A@ 22' left of STA 1213. Bottom of type "B" drywells is approximately 11.5 ft. below existing ground level and type "A" is at 7.5 ft. Native material consists coarse clean sand with decomposed bedrock. The excavations measure approximately 17' x 18' at the top. They are lined with geotextile filter fabric. The barrel of the drywell was not wrapped in accordance with updated Spokane County Standard Plan B-lA. Excavarion measurements and contractor's count of buckets indicate 4045 cu. yds. of 2.5" drain rock were placed in the excavations for the double barrel drywells. The filter fabric was brought over the drain rock to the drywell cone and a small piece of filter fabric was placed over the cone. The top of excavations were backfilled with native material to existing grade and a steel plate was placed over the opening. , STI Field Representative Contractor's Representative THIS DOCUMENT AND REFERENCED ADUENDA ARE TO 8E CONSIDERED PRELIMINARY UNTIL REVIEWED AND SIGlVED BY THE STI CONSTRUCTION ENGINEERANDIOR STI PROJECT MANAGER. . 7--(-afo ~ Reviewed by Date STI Proje anager Date , Corresponding Deficiency Report No: F«ia Repon v2.2 8n8r01 NORTHWEST DAILY FIELD REPORT ~~~~~1 1 - 2214 East Riverside Spokane, WA 99202 Froiect Information Project Name: Date: Shelley Lake 4T" Add. 6/13/2003 Project No.: Report No.: S030016A 9 Weather Arrival Time: DepaRure Time: Sunny, warm 9:30 11:00 Client: Local Representative / phone number Shelly Lake Development Buster Heitman General Contractor. Site Representative / phone number C& B Excavating Shawn/ 879-8911 Subcontractor STI Project Manager 1 phone number Bob Graham/ 534-9711 Page No. of STI Representatives on site 1 3 Tim Johsnon/ 954-7193 - Manpower and Equipment Used 1-Volvo loader, 2-dump trucks, 2-personnel Field Observations Arrived on site at the contractors request to test subgrade for curb and gutter. At the time of arrival, the contractor had compacted subgrade for curb and gutter on the left and right sides of 9h Lane and Lane'A'. An STI proctor value of 137.1 pcf, was used for density testing. All tests produced results of 92% or better. The contractor had a loader and two dump trucks on site, and was moving excess fill off site. 11 Ja r r- -7 ~ STI Field Plepresentative Contractor's Representative THIS DOCUMENT AND REFERENGED ADDENDA ARE TO BE CONSIDERED PREUMINARY UNT1L REVIEWED AND SIGNED BY THE STI CONSTRUCTIdN ENGINEER AND/OR STI PROJECT MANAGER. e f-L -7 Reviewed by Date STI Project nager Date Corresponding Deficiency Report No: Field Report v/2.2 8128/01 2214 East Riverside Spokane, WA 99202 509-534-9711 ormys N4RTHWEST Fax 509-534-9755 REPORT OF FIELD COMPACTION TESTS Nuclear Method ASTM D 2922-96 soils and aggregates Date: 6/13/2003 Project Name: Shelley Lake 4th Client: Shelley Lake Development Project S0300016A Technician: Tim Johnson Field Report No.: 9 Density Std.: 45516 Page: 2 of 3 Moisture Std: 10613 Guage Id.: CPN # 63 Wet Dry Compaction Meets Test Depth Below Moisture Material Percent Retest of Location Density a Density Req'd Spec No. SG Elevation (pCl~ ~0 (PCF) No. (oo) Compacdon (Y~ DT No. ~ 9th Lane I I I I I I I 1 ~ 12+00 rt ~ 0.0 ~ 144.1 ~ 4.9 ~ 137.3 ~ 1 ~ 92 ~ 97 Y ~ 2 ~ 12+OO1t ~ 0.0 ~ 139.3 ~ 4.6 ~ 133.1 ~ 1 ~ 92 ~ 97 ~ Y ~ 3 ~ 14+00 rt ~ 0.0 ~ 136.6 ~ 8.3 ~ 126.1 ~ 1 ~ 92 ~ 92 ~ Y ~ 4 ~ 14+OOlt ~ 0.0 ~ 140.5 ~ 7.2 ~ 131.1 ~ 1 92 ~ 95 ~ Y ~ 5 ~ 16+00 rt ~ 0.0 ~ 138.0 ~ 7.1 ~ 1289 ~ 1 92 ~ 94 ~ Y ~ 6 ~ 16+OOlt ~ 0.0 ~ 142.6 ~ 7.9 ~ 132.1 ~ 1 ~ 92 ~ 96 ~ Y ~ 7 ~ 18+00 rt ~ 0.0 ~ 134.7 ~ 6.3 ~ 126.2 ~ 1 ~ 92 ~ 92 ~ Y ~ 8 ~ 18+OOlt ~ 0.0 ~ 143.2 ~ 6.1 ~ 135.0 ~ 1 ~ 92 ~ 98 ~ Y ~ 9 ~ 20+00 rt ~ 0.0 ~ 140.4 ~ 5.8 ~ 132.7 ~ 1 ~ 92 ~ 96 ~ Y ~ 10 ~ 20+OOlt ~ 0.0 ~ 144.6 ~ 5.4 ~ 137.2 ~ 1 ~ 92 ~ 100 Y ~ 11 ~ 22+00 rt ~ 0.0 ( 142.9 ~ 4.8 ~ 136.3 ~ 1 ~ 92 ~ 99 Y ~ 12 ~ 22+OOlt ~ 0.0 ~ 145.2 ~ 5.1 ~ 138.1 ~ 1 ~ 92 ~ 140 ~ Y ~ ~ Lane'A' 13 ~ 11+50 rt ~ 0.0 ~ 135.9 ~ 6.5 ~ 127.5 ~ 1 ~ 92 ~ 93 ~ Y ~ 14 ~ 11+5Olt ~ 0.0 ~ 138.1 ~ 7.4 ~ 128.5 ~ 1 ~ 92 ~ 94 ~ Y ~ 15 ~ 13+50 rt ~ OA ~ 136.1 ~ 5.8 ~ 128.6 ~ 1 ~ 92 I 94 ~ Y ~ 16 ~ 13+5Olt ~ 0.0 ~ 134.9 ~ 6.8 ~ 126.5 ~ 1 ~ 92 ~ 92 ~ Y ~ X IModified Proctor ASTM D1557-98 ~ ~Standard Proctor ASTM D698-98 Material Description max opt corr. Max No. density moisture densiry 1 I Sandy gravel lab ID. # 544 ~ 137.1 ~ 6.4 ~ 2 ~ w/rock correction ~ 141.0 ~ ~ ~ ~ f) N AL-i ~ t. .i. . . ~ g 5 10 • ~ O 7 0 1 4 11 a ORTH 6 1'C'E 3 12 , 2 13 4 SFiELIY LAKE . . . O 3RD ADDITI4 1 ~ r M 5 I Otf , 3 4 g ~ ~ 1 ~ , 2 y 3 5 ~ 4 5 2 3 6 4 IT ~ , a ` 7 0 B . 10 11 ~ f LD y ~ - f i T~ • ~ ~ 2 3 4 5 6 7 • 9 a ~ NORTHWEST Shelley Lake 4th Addition ~ Job No.: S0300016A . , ~ t g - Field R7i/os 2214 E. Riverside 509-534-9711 Date; ' Sp okane, WA 99202 509-534-9755 fax Page-~_Of 3 0 2214 East Riverside Spokane, WA 99202 JVTTJ NORTHWEST 509-534-9711 Fax 509-534-9755 REPORT OF FIELD COMPACTION TESTS Nuclear Method ASTM D 2922-96 , soils and aggregates Date: 6 3, O- Project Name: S~ r,CL ~ 4 7t, r ~ Technician: ~v1~'l~'--\ Project (3O21 /Z' 4` Density Std.: 4-<V( b Field report No.: 91 Moisture Std: / D 6f-3 Page: I Equipment ID No.: Test Depth Below We1 Moisture Dry Material Percent Pass or Retest of No. Location SG Elevation Density % DensitY Type Compaction Fail DT No. (PCF) (PCF) -l 4"\ L h A oo ~ r 2~oo C. 131 S 9.. v► 33. ~ 1. 9`7 EP 3 /q,voo JZ(-- 136.t/> G.3 ~kcDla L 74 p 6 16'f oo L~ 1 4 2~ ~ 7ct 13Z, ' 16 40e, tZ1) G .5 I1A- 2 M3 crq p O~ ~ v +OU C~~ ►yo . s-~ 1 32 1 1 96 ~ 10 ~v kw- i3-7 1<50 f ` ( i ~ ~ -+00 R ~ I~2 ~ • ~ i • ~ \ ~ fCo L~ Lat^t A t ► ~ KC- ci~ 127s ~ 473 p I 1 ~s0 z~ 138. -7-~ MS' 10 3~-~~ r5 1, I~ . f'5'f- S-o X ~ Modified Proctor ASTM D1557-98 ~ +Standard ProcWr ASTM D698-98 Proctor Lab max opt com. Mau No. No. llescription • density moisture density ~ < a~A,.A G c Que-` 137 - I . iy ~0 L~l ~c1'U~` ~ o ✓i ~ ~ . O ~ , ' ' DAI ~ FIELD REPQRT STI N4RTHWEST 1 2214 East Riverside Spokane, WA 99202 . . ~ , . . Proiect Infarmaton Project Name: Date: Sheltey Lake 4THAdd. 6/25/2003 Projed No.- Report No.. S030016A 10 weato Arrival Tme: Deparhre Tune: Partly Cloudy, 84° F 9:30am,1:15pm 10:00am, 2:00pm ciient Local Repre,sentative / phone nunbu Shelly Lake Development Buster Heitrnan Gmerw coi*acbor: sire RepremWUve / pme number C 8► B Excavafing Shawn! 879-8911 SubcmtacWr STI Pmject Marrager / phone nmtff Jim Johnson Concrete Bob Grahaml 534-9711 Page No• Of STI Representatives on sb 1 2 Mike Cunningham, Neva Rezansoff - Mtanpower and EcR,Qment used , 2 Concrete Mixers,1 Curb machine . F"ield observatiorss Arrived on site to test concrete for curb aad gutter, type R, by plan specifications. At the time of arrival, the contra.ctor had laid concrete up to the north side of 9`h Laae arouad 19+00. Checked string level and curb layout. The level and layaut appeared to follow the specifications aad grade as shown on plan drawiags. The curb machine was broken for an undetermined period of time. Returned at 1:15pm Lo test concrete for curb and gutter, type R, by plan specificaiions. Contra.ctor had 2 mixers running an.d the curb machine was working again. Gathered sample at southwest corner of 9~hand Shelley Lake Lane. Concrete: 77° F, 0.75" slump, 84° F ambient temperature, 4.8% entrained air, cast one set 6" by 12" test cylinders Curb inlets and grate inlets were placed as shown on plans. , A STI Field R enta.tive Conuacior's Repre,sentative THIS DOGUmENT MD REFERENCO ADDENDA ARE TO BE CONSDERED PR9.IMINARY UNTI. REVIEWED AND SIGNED BY TNE STI CQNSTRUCfION ENGINFER AND/OR STT PROJECT MWGER. ~ 7~.L_ll ~ 4 Reviewed by Date STI Proj er Date Cvrresponding Defcciency Repart No: Fiem xq)oit V12 9r28101 Report of Compression Test Results NORTHVIIEST ~ Report # : 10 2214 East Riverside RepoR Qate: 6/25/2003 Spokane WA 99202 Job Number: S030048A Office: (509) 534-9711 Job Name: Shelly Lake 2rtd&3rYi cert. Fauc: (509) 534-9755 Project Manager. Bob Graham Specimen Type: 6x12" Concrete cylirtders ASTM-C39 Mix and Field Data Cast Date: 6/2512003 Contractor: Jim Johnson Placement: Type "R" curti and gutter, SW comer 9th + Shelley Lane Strength: 3000 psi @ 28 Days Inspector: Mike Cunningham Mix ID: 32112 Actual Supplier: CPM Slump (in.) ASTM C-143: 0.75" Load 14 of 17+ Air Content ASTM C-231: 7.8% Truck 913 Unit Weight (pcf) ASTNI C4 38: N/A Ticket 145394 Concrete Temp. (°F): 77°F Ptant # : 1 Batch Size: 10.0 yd' Ambient Temp. (°F): 84°F Vllater; 0 Weather: Pt. Cloudy Admixture: Daravair Time Batch Time: 12:34 PM Remarks: 0 Sample Time: 1:25 PM Finish Time: 1:45 PM Test Results Actual Break Nominal Area Load Strength Break g6 of Lab # Date Rec'd Test Date Tlme Age (days) Size (in=) (Ibs) (Qsi) Type Req'd 1156 a 6/26/2003 7/212003 10:00 7 6x12" 28.27 105315 3730 SH 1249b b 6/26/2003 7/23/2003 1:35 28 6x12" 28.27 126690 4480 SH 149% c 6/26/2003 7/23/2003 1:35 28 6x12" 28.27 115250 4080 SH 138% d Hold Break Types -(CN) Cone, (CSP) Cone Split, (CSH) Ccne Shear. (SH) Shear, (CO) Cotumnar Reviewed By: "'stribution Client: File: Producer: Others: , n Cv ~ ~ _ 10 g 7 3 5 O . 4 ~ 11 9 8 ORTH 3 12 2 13 'I 2 3 4 SHELLY LAKE . . . . 3RD ADQITI t . ~ ~ 5 1 ~ ~ 3 4 m ~ - 6 ~ 1 „ . 2 5 ~ r "KE ~e 3 4 5 2 3 6 • 5 4 ~ ' 6 ~ , o , c ~ 10 • ~ ~ 2 y i 'iI 1 ~a 3 4 5 6 7 ~ • 9 J ~im e.to. r J~ ~ 1 'Sar~+'~(,~„ ~co~► NORTHWEST Sheiley Lake 4th Addition Job No,: S0300016A ~ Field Report . I ~ ~ 2214 E. Riverside 509-534-9711 Date: ol( 2510 ~ Spokaue, vVA 99202 509-534-9755 fax Page Z Of ? N~RTHWEST ~ DAILY FIELD REPORT S" 2214 East Riverside . Spokene, WA 99202 Project Irdannation Proiect Nm: Date: Shelley Lake 4TM Add. 6/26/2003 Project No.: Repat No.: S030016A 11 weattw nffW Ttm: oeparture rrne: Partly Cloudy, 84° F 12:30 3:20 ctienx Locat RepreenCawe ~ phnane nunber Shelly Lake Development Buster Hednan ~tactw. Site Represerbtive / phone number C& B Excavating ShawN 879-8911 Subcontaft STI Projed MarW / ptwne number Jim Johnson Concrete Bob Graham/ 534-9711 Page No. of STI Representatives on sibe 1 2 Mike Cunningham! 954-7195 ~ Marpower and Equonent Used Wacker WP-1550 plate compactor 23.5 yd' mix #306066, fi sk concrete supplied by CPM Fmtd observations - Arrived on site to insped and test concre#e for cr+oss drain on 9`h at Galway Lane. Cross drain was installed per deta,il sheex supplie,d by CLC Associates. . A manhole and waxer valve were in ihe cross drain area, the water valve was raised to match the cross . drain surface. The manhole was -1 inch too high to mazch the cross drain, but could not be altered. The concrete was tapered as smoothly as possible to the manhole rim. Another water valve was in the north curb -lft. northwest of the flow line. See detail drawing for locations of manhole and water valves. The asphatt pavment was sawed and removed per detail sheet and the underlyiug gravel was removed to m,atch the depth of die existing concrete aurbs. The disturbed gravel was watered aad consolidated with the Wacker WP-1550. The flow line was formed as shown in the de#ail drawing Concrete: 76° F, 5.5" slump, 8.0 gallons waxer added, 4.2% entrained air, one set 6" by 12" test cylinders cast. c STI Field Rep ntative Contractor's Representative T►pS dUCUMBJT no FtffERENCED ADDENDA ARE TO BE CONSDERED PRHIMINARY UNTL REVIEWED APD StGNED BY THE STI OOPISTRUCTION F1NGINEER MdOR STI PROJECT MANAGER. Reviewed by Date STI Project Manager Date Comesponcing Defidency Report No: Fiela xepaie V2.2 W29101 Report of Compression Test Results JWrl NORTHWEST Report # : 11 2214 East Riverside Report Date: 6126/2003 Spokane WA 99202 Job Number: S030048A Offrce: (509) 534 9711 Job Name: Shelly Lake 2nd & 3rd cert. Fax: (509) 534-9755 Project Manager. Bob Graham Specimen Type: 6x12" Concrete cylinders ASTM-C39 Mix and Field Data Cast Date: 8/2612003 Contractor. Jim Johnson Placement: Cross drain, 9th Lane Gatway Lane Strength: 3000 psi @ 28 Days Inspector. Mike Cunningham Mix ID: 306066 Actual Supptier: CPM Slump (in.) ASTM C-143: 5.5" Load 1 st Load Air Content (°ib) ASTM C-231: 4.2% Truck 967 Unit Weight (pcf) ASTM C-138: N/A Ticket 145533 Concrete Temp. (°F): 76°F Plant # : 1 Batch Size: 8.0 ydP Ambient Temp. (°F): 84°F Water. 8 gals Weather. Pt. Cloudy Admixture: Daravair Time Batch Time: 1:05 PM Remarks: 0 Sampte Time: 1:35 PM Finish Time: 1:50 PM Test Results Actual 6reak Nominal Area Load Strength Break % of Lab 9 Date Rec'd Test Date Time Age (days) Size (Ins) (Ibs) (psi) Type Req'd 1157 a 6/27/2003 7/3/2003 10:00 7 6x12" 28.27 76050 2690 SH 90% b 6/27/2003 7/24/2003 8:10 28 6x1 Z" 28.27 97175 3440 SH 115% c 6/27/2003 7/24/2003 8:10 28 6x12" 28.27 97175 3440 SH 115g6 d Hold Break Types -(CN) Cone, (CSP) Cone SpliL (CSH) Cone Shear, (SH) Shear, (CO) Columnar Reviewed By: -'stribution Client: File: Producer: t?thers: ~ 2046.47 CR , 2045.97 FL ~ ~ ry1G PROPOSED ISLAND. SEE o" oK~- A%- DETAIL 2, THIS SHEET. ~ 5' CURB TRANSITION h. s^^^r 0~ h cya ~ ~ ryry0a ry' V ~1r ~.4v .r . ~ ~b00 N!z O V J . 5' CURB A V~.'o V~ oc^o TRANSITION ± o0 2048.68 CR 11 ~ NN 2048.18 FL 2042.70 TA y 2048,15 TC 2046.59 CR 2047,65 FL 2046.09 FL 2041.63 MCR 2047.11 TC 2047.13 FL 2046.61 FL 2042.07 FL w+~ ,ti ,•`l4 ~..,'.,'w.,... +,,'i: •!•r., ~ 2044.13 CR 2043.80 FL • • ' , ,r ; e.'" 'y • ' • ' 2043.69 TC ' • • ' ' ' 2043.36 FL ' •1;~,;' 'N~''`•;»;•'". . , •r •';,r.'•y 2039.95 CR . , . 2043.14 MCR 2039.62 FL 2042.81 FL 2040.70 TC 2042.59 TC , 2040.37 FL 2042,26 FL W Z 2041.45 MCR 2042,81 CR J 2041.12 FL 2042.43 FL 1-- 2042.24 TC TRANSITION SMOOTHLY FROM 2041.91 FL rn CENTERLINE GRADE DOWN TO FLOWLINE 2043.07 cR , 2042.69 FL GALWAY LA~IE DE-A L , L , SCALE: 1 ' ~ DAILY FIELD REPORT NORTHWEST ~ STf 2214 East Riveiside Spokane, WA 99202 Proiect Infotmation Project Name: DaUe: Shelley Lake 4TM Add. 7/1512003 Project No.: Repart No.: S030016A 12 Weather Artival Time: Deparhn Tune: Clear, 90° F 12:30 4:00 Client Local Representative / phone nmlba Shelly Lake Development Buster Heitman General Contracta: Site Representatire / phone number C& 6 Excavating ShawN 879-8911 Subc:ontracbor STl Projed Manager / phone number Bob Graham/534-9711 Page No. of STI Representatives on site 1 6 Mike Cunningham/ 9547195 ~ Maripow and Equipment Used No equipment in use at time of visit Field Observations Arrived on site to inspect and test compaction of CSTC. Upon arrival at the time specified by the contractor, both lifts for a total of 6" of CSTC were placed, gra,ded, and compacted and Inland Asphalt had left the site. Results of Inland Asphalt's density tests carried to one tenth of one perceat by nuclear densometer of the top lift were painted on the gravel surface. The upper lift of CSTC was tested for compaction by nucle,ar densometer in backscatter mode and the lower lift was tested by drivin,g a pin through the CSTC and testing at 4" by nuclear densometer. Approximate maximum density value was obtained by comgaring an Inland test shot to my test shot at the same location and calculating backwa.rds. A sample of the CSTC was obtained for lab test of maximum density ger ASTM D-1557. All test locations but four of fifty-seven met or exceeded Spokane County standards of 95% compaction based on the approximate maximum density value obtained from Inland's resuhs. Those four were 94% of maximum. See "Results of Field Gompacbion Tests" for further details. Curb reveals appeared to be conect for 2" of class "B" asphalt concrete pavement per detail "B" on page 6 of plans. Contractor was adjusting manhole rim elevations at time of testing. STI will return to test compaction of CSTC around ma.nholes at a later date. . ~ STI Field Repre 've Contra.ctor's Representative THIS DOCUMENT APO REFBtENCED ADDENDA ARE TO BE CQNSDERED Pfta.IMINARY UNTIL REVIEWED AND SIGNED BY THE STI CONSTRUCfION ENGINEER AND/OR STI PROJECT MANAGER. fj-{ Reviewed by Date STI Proj2 er Date Cwesponding Deficiency Repat No: 2214 East Riverside Spokane, WA 99202 509-534-9711 NORTHWEST Fag 509-534-9755 REPORT OF FIELD COMPACTION TESTS Nuclear Method ASTM D 2922-96 soils and aggregates Date: 7/15/2003 Prnjeci Name: Shelley I.ake 4th Ctient: Shelley Lake Development Project S0300016A Technician: Mike Cunningham Field Report No.: 12 I}ensity Std.: 2574 Page: 2 of 5 Moisture Std: 689 Guage Id.: Troxler #21303 Test Depth Below wet Moisture Dry Materisl Compaction Peroent meets Retest of , No. Locatioa SG Elevation Density % Density No. Rcqd Compaction Spec DT No. (FCF) (PCF) (Y/N) # 1 9th Lane, 13+1Ort +0.5 137.0 3.1 132.8 1 95 97 Y #2 9th Lane, 13+80rt +0.5 136.6 3.0 132.2 1 95 96 Y #3 9th Lane, 14+5Ort +0.5 136.5 2.9 132.6 1 95 97 Y #4 9th Lane, 15+40rt +0.5 136.2 2.6 137.8 1 95 ~ 100 Y #5 9th Lane, 16+OOrt +0.5 141.0 ~ 3.4 136.3 1 95 ~ 99 Y #6 9th Lane, 16+70rt +0.5 138.6 3.4 ~ 134.0 1 95 ~ 98 Y #7 Carnine Lane, 12+401t +0.5 139.1 3.3 ~ 134.7 ~ 1 95 ~ 98 Y -#8 Caraine Lane, 11+601t +0.5 135.9 2.7 ~ 132.3 ~ 1 95 96 Y~ #9 Carnine Lane, 11+84rt +05 137.9 3.2 133.6 ~ 1 95 97 Y #10 Carnine L,ane, 12+30rt +0.5 136.1 2.7 132.6 1 95 97 Y # 11 9th Lane, 17+40rt +0. 5 140.3 3.7 135.4 1 95 99 Y #12 9th Lane, 17+5Ort +0.2 138.9 2.6 135.4 1 95 ~ 99 Y #13 9th Lane, 17+90rt +0.5 136.5 2.3 133.5 1 95 97 Y # 14 9th Lane, 18+60rt +05 , 140.0 2.9 136.1 1 95 99 Y ~ #15 9th LAne, 19+30rt +0.5 136.6 2.4 133.4 1 95 97 Y~ #16 9th Laae, 20+1Ort +0.5 143.0 3.1 138.8 1 95 101 ~ Y #17 9th Lane, 20+1Ort +0.2 139.9 2.1 137.0 ~ 1 95 100 ~ Y #18 , 9th Lane, 21+1Ort , +0.5 139.0 2.5 ~ 135.9 ~ 1 , 95 ~ 99 ~ Y~ X Modi.fied Froctor ASTM D1557-98 ~Standard Proctor ASTM D698-98 Materisl Description max opt corr. Max No. density moisture density 1 CSTC, Lab #1027 137.2 7.0 ~ . 2214 East Riverside Spokane, WA 99202 509-534-9711 TTf NORTHINEST Faz 509-534-9755 REPORT OF F'IELD COMPACTION TESTS Nuclear Method ASTM D 2922-96 soils and aggregates Date: 7/15/2003 Project Name: Shelley Lake 4th Client: Shelley Lake Development Project S0300016A Technician: Mike Cuannom Field Report No.: 12 Deasity Std.: 2574 Page: 3 of 6 Moisture Std: 689 Guage Id.: Troxler #21303 , TCA Depth Below wet Moisture Dry Material Compaction Percent mom Retest of No. Locahon SG Elevation Density % Density No. Rcqd Compaction Spec DT No. (PCF) (PCF) f %1 (Y/N) #19 9th Lane, 21+80rt +0.5 137.5 2.1 134.7 1 95 98 Y #20 9th Lane, 22+90rt +0.5 140.3 2.4 137.0 1 95 100 Y #21 9di Lane, 22+90rt +0.2 141.7 2.2 138.6 1 95 101 Y #22 9th Lane, 23+60rt +0.5 144.1 2.8 140.2 1 95 102 Y ~ #23 Shelly L,ake Ln, 25+001t +0.5 135.3 ~ 2.3 132.2 1 95 96 Y ~ #24 Shelly Lake Ln, 24+10lt +0.5 139.9 3.3 135.4 1 95 99 Y #25 Shelly Lake Ln, 24+001t +0.2 141.9 3.3 137.4 1 95 100 Y #26 Shelly Lake Ln, 23+401t +0.5 134.1 2.3 131.0 1 95 95 Xy V27 Shelly Lake Ln, 22+001t +0.5 137.9 4.0 132.6 1 95 97 Y "#28 Shelly Lake Ln, 20+80lt +0.5 135.4 2.7 131.9 1 95 96 XY #29 Shelly Lake Ln, 19+5 Ort +0.5 138.0 2.1 135.2 1 95 99 , Y #30 Shelly Lake Ln, 21+50rt +0.2 139.3 2.3 136.2 1 95 99 Y #31 Shelly Lake Ln, 22+30rt +0.5 141.4 2.2 138.3 1 95 101 Y #32 Shelly I,ake La, 23+40rt +0.5 138.5 3.0 134.5 1 95 ~ 98 Y ~ #33 Shelly Lake Ln, 24+30rt +0.5 139.0 2.5 135.6 1 95 99 Y~ #34 Shelly Lake Ln, 24+60rt +0.5 144.1 3.3 139.5 1 95 102 Y #35 Shelly L,ake Ln, 24+70rt +0.2 144.9 3.3 140.3 1 95 102 Y #36 9th Lane, 22+501t +0.5 ~ 136.1 3.2 131.9 1 ~ 95 96 )rY i _ 1 I I J J X Modified Proctor ASTM D1557-98 ~ ~Standard Proctor ASTM D698-98 , Maierial Description max opt corr. Max No. density moisture density 1 CSTC, Lab # 1027 137.2 7.0 ~ ~ 2214 East Riverside Spokane, WA 99202 509-534-9711 owl NORTHWEST Fag 509-534-9755 REPORT OF FIELD COMPACTION TESTS Nuclear Method ASTM D 2922-96 sofls and aggregates Date: 7/15/2003 Project Name: Shelley Lake 4th Client: SheUey Lake Development Prnject S0300016A Technician: Mike Cwnningham Field Report No.: 12 Density Std.: 2574 Page: 3 of 6 Moisture Std: 689 Guage Id.: Troxler #21303 Test Depth BeZow wet Moisture Dry MaterW COmpwtian Percent Mocts Retest of I.ocation Density o Density No Req'd Spec DTNo. No. SG Elevation (PCn (PC~1 . C°mpaction ff/N) #37 9th Lane, 20+80rt +0.5 138.5 2.4 ~ 135.2 1 95 99 Y #38 9th Lane, 19+30rt +0.5 142.7 2.5 139.3 1 95 102 ~ Y #39 9th Lane, 19+30rt +0.2 141.3 2.7 137.6 1 95 100 Y #40 9th Lane, 18+44rt +0.5 140.1 2.7 136.4 1 95 ~ 99 Y #41 9th Lane, 17+70rt +0.5 143.4 3.2 138.9 1 95 ~ 101 Y~ #42 Carnine Lane, 13+70rt +0.5 138.0 3.8 133.0 1 95 97 Y #43 Carnine Lane, 13+201t +0.5 143.1 2.6 139.5 1 95 102 Y #44 Carnine Lane, 13+50c1 +0.2 144.6 2.8 136.8. 1 ~ 95 ~ 100 ~ Y 145 Carnine Lane, 12+20c1 +0.2 139.2 3.2 134.9 1 95 ~ 98 Y #46 9th Lane, 16+201t +0.5 138.1 3.2 133.8 1 95 98 Y #47 9th Lane, 15+401t +0.5 136.5 3.2 132.3 1 95 96 Y #48 9th Lane, 15+401t +0.2 139.5 3.0 135.4 1 95 99 Y #49 9th Lane, 15+40rt +0.2 138.2 2.9 134.3 1 95 98 Y~ #50 9th Lane, 14+50lt +0.5 136.1 4.1 130.8 ~ 1 95 95 ~XY #51 9th Laae, 13+50lt +0.5 ~ 138.8 2.8 135.1 ~ 1 95 98 ~ Y #52 9th Lane, 12+701t +0.5 ~ 137.9 2.9 134.0 1 95 98 ~ Y #53 9th Laae, 12+701t +0.2 140.0 3.3 135.4 1 95 ~ 99 Y #54 9th Lane, 12+201t r +0.5 I 137.4 , 2.3 ~ 134.3 1 95 ~ 98 Y X Modified Proctor ASTM D 1557 98 Standard Proctor ASTM D698-98 , Material Descrigtian max opt corr. Max No density moisture density 1 CSTC, Lab #1027 137.2 7.0 . , 0 2214 East Riverside Spokane, WA 99202 509-534-9711 NORTNWEST Fag 509-534-9755 REPORT OF FIELD COMPACTION TESTS Nuclear Method ASTM D 2922-96 soils and aggregates Date: 7/15/2003 Project Name: Shelley Lake 4th Client: Shelley Lake Development Project S0300016A Technician: Mike Cunninghain Field Report No.: 12 Density Std.: 2574 Page: 3 of 6 Moisture Std: 689 Guage Id.: Troxler 4121303 Dry meets Test ~~on DePtfi Below Moisture i Material Co ~hon Percent S Retest of No. SG Elevation J~ % No. ~ Compaction DT No. #55 9th Lane, 13+00rt +0.5 137.5~ 2.5 134.1 1 95 98 Y #56 9th Lane, 13+10rt +0.2 137.2 2.6 133.8 1 95 98 Y ~ ~ X Niodified Proctor ASTM D1557-98 ~ ~Standand Proctor ASTM D698-98 Material Description max opt corr. Max No. density moisture density 1 CSTC, Lab # 1027 137.2 7.0 . ~ N A"" i7i. . . . ~ 3 ' 6 50 10 ~ ' 4 0 8 " 4ORTH , 3 12 r 2 13 ' 1 3 4 ~ SHEIIY LAKE : , ~ O ~ U(~ 3RD ADAITI , . 5 Q ~ ~ 4 4 L O ~ . . . . ~ ~Q ~ Q Y . . 4 5 ~Z Zq 0 2 5 3 ~ t 6 L11 ~ r_ g 3 f 7 8~ 9 3G 3z . ~ s = q ~ l y ~ y_ r ~ 3 1b 17 5 ~q 6 Zo t ' I i &'r-INORTHWEST Shelley Lake 4th Atldifion ~ Job ~ , No.. S0300016A ~ Field Rep rt U Z.. . 2214 E. Riverside 509-534-9711 Date: ls-f0 . Spokane, WA 99202 509-534-9755 fax Page~Of~. NORTHWEST ~ DAILY FIELD REPQRT S~ 2214 Easc ~versiae , Spokaae, WA 99202 Proiect lnformation . Project Nme: Date: Shelley Lake 4TM Add. 7/16/2003 Project No.: Report No.: S030016A 13 Weather Arrival Time: Deparbure Tane: . Cfear, 900 F 9:00 1:30 Ctient Local Reprewtative / phone ntmber Sheliy Lake Developmerrt Buster Heitrnan Generaf Contactor: Site Repre.serttative / phane number C & B Excavating ShawN 879-8911 Suboontracta STI Projed Manager / phone nmber Bob Grahaml 5349711 Page No. of STI Repxesenlatives on site 1 1 Mike Cunninghaml 954-7195 - Manpowexx and EquQment tlsed Crew of three. No equipment +n use at time of visit Field Otwvatiorts , Amived on site to inspect and test compaction of CSTC around manholes after adjustment for elevation. Contractor was adjusting manhole rim elevations and grouting at time of amival. CSTC had been backfilled around completed manholes but was not going to conduct any compaction activities until the grout has set up. Two completed manholes were tested by soil probe. Resuhs showed that CSTC had been placed around the manhole with no water added. Contractor said that the manhole,s would be r+eady to test later today. STI will retuum to test compaction of CSTC around manholes at a later date. f C J STI Field resentative Contractor's Representaxive THIS DOCUMENT AND REFERENCED ADUENOA ARE TO BE CON.SIDERED PRaIMINARY UNT1L REVIENfED AND SlGNED BY TNE STI CONSTRUCTION ENGINEER AND/OR STI PROJECT G S o Reviewed by Date _ STI Proj l~Zanager Date Carespondng Deficiency Repat No: Field Repcirt V2,2 WNW • NORTHWEST DAILY FIELD REPORT ~ ~,22 14 East Riverside _ Spokane, WA 99202 Proiect Informa6on Praject Name: Date: Shelley Lake 4T" Add. .7/17/2003 Project No.: Report No.: S030016A 14 Weather Arr"Nal Time: Departure Time: Clear, 71 °F 7:30am 12:30pm Client: Local Representative / phone number Shelty Lake Development Buster Heitrnan General Contractor: Site Representative / phone number C& B Excavating Shawn/ 879-8911 Subcontractor STI Project Manager / phone number Inland Asphalt Bob Grahaml 534-9711 Page No. of STI Representatives on site 1 5 Neva Rezansoffl 534-9711 , ~ Manpower and Equipment Used PAVING CREW, 5 ASPHALT TRUCKS, 1 PAVER, 2 HYPAC C747B DOUBLE ROLLERS,1 HYPAC C754B DOUBLE ROLLER,1 HYPAC C766C DOUBLE ROLLER Field Observa6ons _ Arrived on site to observe laying of one lift of asphalt. Upon arrival, the tack coat had been applied to all curbs and existing vertical pavement. Existing asphalt had been freshly saw cut. Paving crew began - laying asphalt at soutll end of Shelley Lake Lane. The asphalt was laid according to design specifications, which called for a 2 inch lift. Sample of asphalt was collected on Shelley Lake Lane at Stn. 19+10. Field temperaturE of approximately 275° F met specificarions, along with a subgradc temperature of 69°. Using a maximum density of 151.41b/ft3, the asphalt densit_y ranged from 88% to 96%. Since not all the asphalt met density specifications of at least 92%, crews rerolled problem areas. Upon rerolling, retests of asphalt mct or exceeded minimum specifications. . ; STI Field Repres ati Contractor's Representative THIS DOCUMENT AND REFERENCED ADDENDA ARE TO BE (ANSIDERED PRELIMINARY UNTIL REVIEWED AND SIGNED 8Y THE STI CONSTRUCTION ENGINEER AND/OR STI PROJECT MANAGER. _~(5 igl~ Reviewed by Date STI Project anager Datc Carresponding Deficiency Report No: Fiela xeport vZ.z BWoI 2214 East Riversy* 10 Spokane, WA 9920- 509-534-9711 Ovviff NQRTHWEST Fa.x 509-534-9755 ~REPORT OF ACP FIELD DENSITY TESTS ASTM D 2950-91 Date: 7/17/2003 Project Name: Shelley Lake 4th Client: Shelley Lake Development Project S0300016A Technician: Neva Rezansoff Field Report No.: 14 Density Std.: 46517 Page: 2 of 5 Moisture Std: 10475 Guage Id.: CPN MD10306064 Total Compaction Meets Test Locatyon Lift Density Material R~,d Percent S~ Retest of D'f No. No. ~CF) Class (oo) Compaction (I,~) # 1 ~ ShellEy Lake Lane, 19+151t ~ 1 of 1 144.7 ~ A ~ 92 96 ~ Y ~ #2 ~ Shellcy Lake Lanc, 19+25rt ~ 1 of 1 ~ 136.8 ~ A ~ 92 90 ~ N ~ #3 ~ Shelley Lake Lane, 19+25rt ~ 1 of 1 ~ 142.3 ~ A ~ 92 94 ~ Y ~ 2 #4 ~ Shelley Lake Lane, 20+1 Olt ~ 1 of 1 ( 141.7 ~ A ~ 92 ~ 94 ~ Y ~ #5 ~ Shelley Lake Lane, 20+20rt ~ 1 of 1 ~ 137.1 ~ A ~ 92 ~ 91 ~ N ~ #6 ~ Shelley Lake Lane, 20+25rt ~ 1 of 1 ~ 141.4 ~ A ~ 92 ~ 93 ~ Y ~ 5 #7 ~ Shelley Lake Lane, 21+1 Olt ~ 1 of l 140.8 ~ A ~ 92 ~ 93 ~ Y ~ #8 ~ Shelley Lake Lane, 21+10rt ~ 1 of 1 140.5 ~ A( 92 ~ 93 ~ Y ~ #9 ( Shellcy Lake Lane, 21+1Ort ~ 1 of 1 ~ 142.2 ~ A ~ 92 ~ 94 Y ~ 8 # 10 ~ Shelley Lake Lane, 21+801t ~ 1 of 1 ~ 141.7 ~ A ~ 92 ~ 94 ~ Y ~ # 11 ~ Shelley Lake Lane, 21+90rt ~ 1 of 1 ~ 143.0 ~ A ~ 92 ~ 94 ~ Y # 12 ~ Shelley Lake Lane, 22+501t ~ 1 of 1 ~ 142.4 ~ A ~ 92 ~ 94 ~ Y #13 ~ Shelley Lake Lane, 22+55rt ~ 1 of 1 ~ 140.1 ~ A ~ 92 ~ 93 ~ Y # 14 ~ Shelley Lake Lane, 22+651t ~ 1 of l ~ 142.4 ~ A ~ 92 ~ 94 ~ Y ~ 13 415 ~ Shelley Lake Lane, 23+201t ~ 1 of 1 ~ 145.1 ~ A ~ 92 ~ 96 ~ Y ~ # 16 ~ Shelley Lake Lane, 23+20rt ~ 1 of 1 ~ 142.3 ~ A ~ 92 ~ 94 ~ Y ~ # 17 ~ Shelley Lake Lane, 24+201t 1 of 1 ~ 144.4 ~ A ~ 92 ~ 95 ~ Y ~ # 18 ~ Shelley Lake Lane, 24+20rt 1 of 1 ~ 140.8 ~ A ~ 92 ~ 93 ~ Y ~ Mat'1 Lab Sample J~~riphon Rice deusity Class ASTM D2041-95 No_ A 1031 Asphalt per Inland Asphalt (Sullivan Plant) 151.4 ~ ~ . . 2214 East Riverside Spokane, WA 99202 509-534-9711 NORTHWEST Fax 509-534-9755 REPORT OF ACP FIELD DENSITY TESTS ASTM D 2950-91 Date: 7/17/2003 Project Name: Shelley Lake 4th Client: Shelley Lake Development Project S0300016A Technician: Neva Rezansoff Field Report No.: 14 Density Std.: 46517 Page: 3 of 5 Moisture Std: 10475 Guage Id.: CPN MD10306064 Total Compaction Meets Test Material Percent Retest of No. Location Lift DenSih' Class Req'd Compaction Spec DT No. (PCr) (Y/N) # 19 ~ Shelley Lake Lane, 24+901t 1 of 1 ~ 145.8 ~ A ~ 92 ~ 96 ~ Y ~ #20 ~ Shellcy Lake Lane, 25+201t ~ 1 0£ 1 ~ 141.2 ~ A ~ 92 ~ 93 ~ Y ~ #21 ~ Shelley Lake Lane, 24+65rt 1 of 1 ~ 133.4 ~ A~ 92 ~ 88 ~ N ~ #22 ~ Shelley Lake Lane, 24+60rt ~ 1 of 1 ~ 144.1 ~ A ~ 92 ~ 95 ~ Y ~ 21 #23 ~ 9th Lane, 23+001t 1 of 1 ~ 141.3 ~ A ~ 92 ~ 93 ~ Y ~ #24 ~ 9th Lane, 22+90rt ~ 1 of 1 ~ 138.1 ~ A~ 92 ~ 91 N ~ 125 ~ 9th Lane, 23+00rt 1 of 1 ~ 140.8 ~ A~ 92 ~ 93 Y ~ 24 #26 ( 9th Lane, 22+301t ~ 1 of 1 ~ 138.6 ~ A~ 92 ~ 92 ~ Y ~ #27 ~ 9th Lane, 22+301t 1 of 1 ~ 142.1 ~'A ~ 92 ~ 94 ~ Y~ 26 #28 ~ 9th Lane, 22+30rt 1 of 1 ~ 141.2 ~ A~ 92 ~ 93 ~ Y #29 ~ 9th Lane, 21+1Ort ~ 1 of 1 ~ 142.1 ~ A ~ 92 ~ 94 ~ Y 430 ~ 9th Lane, 21+101t 1 of 1 ~ 141.7 ~ A~ 92 ~ 94 ~ Y ~ #31 ~ 9th Lane, 20+05rt ~ 1 of l ~ 141.7 ~ A~ 92 ~ 94 ~ Y ~ #32 ~ 9th Lane, 20+051t ~ 1 of 1 ~ 141.7 ~ A ~ 92 ~ 94 ~ Y ~ #33 ~ 9th Lane, ly+lOlt 1 of 1 ~ 141.1 ~ A~ 92 ~ 93 ~ Y ~ #34 ~ 9th Lane, 19+10rt ~ 1 of 1 ~ 144.5 ~ A ~ 92 ~ 93 ~ Y ~ #35 ~ 9th Lane, 19+1Ort ~ 1 of 1 ~ 141.0 ~ A ~ 92 ~ 93 ~ Y 34 436 ~ 9th Lane, 18+20rt ~ 1 of 1 ~ 142.1 ~ A~ 92 ~ 94 ~ Y Mat'1 LAb iZice density Class Sample DescriptiOn ASTM 172041-95 No. A 1031 Asphalt per Inland Asphalt (Sullivan Plant) 151.4 . ~ ~ ~ 2214 East Riverside Spokane, WA 99202 509-534-9711 &VI tdORTHWEST Fax 509-534-9755 REPORT OF ACP FIELD DENSITY TESTS ASTM D 2950-91 Date: 7/17/2003 Project Name: Shelley Lake 4th Client: Shelley Lake Development Project 50300016A Technician: Neva Rezansoff . Field Report No.: 14 Density Std.: 46517 Page: 4 of 5 Moisture Std: 10475 . Guage Id.: CPN MD 10306064 Tota1 Compaction Percent Meets Retest of Test L,ocalion Lift 1?ensi ~aterial R,d S ec DT No. No. (PCr) Glass Compaction (Y~) #37 ~ Carnine Lane, 13+80rt 1 of 1 ~ 141.6 ~ A ~ 92 ~ 94 ~ Y ~ #38 ~ Carnine Lane, 13+801t ~ 1 of 1 ~ 142.5 ~ A ~ 92 ~ 94 Y ~ #39 ~ Carninc Lane, 13+201t 1 of 1 ~ 140.9 ~ A( 92 ~ 93 Y ~ #40 ~ Carnine Lane, ] 3+l Ort 1 of 1 ~ 143.7 ~ A~ 92 ~ 95 ~ Y ~ #41 ~ Carnine Lane, 12+00lt ~ 1 of 1 ~ 140.5 ~ A 92 ~ 93 ~ Y ~ #42 ~ Carnine Lane, 12+001t 1 of 1 141.6 ~ A ~ 92 ~ 94 ~ Y ~ 41 #43 ~ 9th Lane, 16+60rt 1 of 1 ~ 141.4 ~ A 92 ~ 93 ~ Y #44 ~ 9th Lane, 16+601t 1 of 1 ~ 140.7 ~ A 92 ~ 93 ~ Y ~ #45 ~ 9th Lane, 15+201t ~ 1 of 1 ~ 141.2 ~ A ~ 92 ~ 93 ~ Y ~ #46 ~ 9th Lane, 15+20rt ~ 1 of 1 ~ 140.6 ~ A~ 92 ~ 93 ~ Y ~ #47 ~ 9th Lane, 15+20rt 1 of 1 ~ 140.3 ~ A~ 92 ~ 93 ~ Y~ 46 #48 ~ 9th Lane, 15+20rt 1 of 1 ~ 140.8 ~ A~ 92 ~ 93 ~ Y~ 47 #49 ~ 9th Lane, 14+051t 1 of 1 ~ 139.0 ~ A ~ 92 ~ 92 ~ Y ~ #50 ~ 9th Lane, 14+051t 1 of 1 ~ 142.6 ~ A~ 92 ~ 94 ~ Y ~ 49 #51 ~ 9th Lane, 13+20rt 1 of 1 ~ 139.6 ~ A~ 92 ~ 92 ~ Y ~ #52 ~ 9th Lane, 13+20rt ~ 1 of 1 ~ 139.8 ~ A ~ 92 ~ 92 Y ~ 51 #53 ~ 9th Lane, 13+20rt ~ 1 of 1 ~ 140_4 ~ A ~ 92 ~ 93 Y ~ 52 #54 ~ 9th Lane, 12+00rt ~ 1 of 1 ~ 140.8 ~ A ~ 92 ~ 93 ~ Y Mat'1 Lab Rice density Sarrtple Description AS I'M D2041-95 Class No. A 1031 Asphalt per Inland Asphalt (Sullivan Plant) 151.4 ~ ~ 2214 East Riverside Spokane, WA 99202 509-534-9711 Ago&T~ NORTHWEST Fax 509-534-9755 REPORT OF ACP FIELD DENSITY TESTS ASTM D 2950-91 Date: 7/17/2003 Project Name: Shelley Lake 4th Client: Shelley Lakc Development Project S0300016A Technician: Neva Rezansoff Field Report No.: 14 Density Std.: 46517 Page: 5 of 5 Moisture Std: 10475 Guage Id.: CPN MD10306064 Total Compaction Meets 1 est Location Lift Density Material R~,d Percent S~c Retest of DT No. No. (PCF) Class Compaction (Y~) #55 ~ 9th Lane, 11+90rt 1 of 1 ~ 146.2 ~ A f 92 ~ 97 ~ Y ~ #56 ~ 9th Lane, 13+201t ~ 1 of 1 ~ 136.3 ~ A ~ 92 ~ 90 ~ N ~ #57 ~ 9th Lane, 13+201t ~ 1 of 1 ~ 140.7 ~ A ~ 92 ~ 93 ~ Y ~ 56 #58 ~ 9th Lane, 11+901t ~ 1 of 1 ~ 137.5 ~ A ~ 92 91 ~ N ~ #59 ~ 9th Lane, 11+901t l of 1 ~ 138.1 A~ 92 91 ~ N ~ 58 #60 ~ 9th L,ane, 11+851t ~ 1 of 1 ~ 138.6 ~ A ~ 92 ~ 92 Y ~ 59 #61 ~ 9th Lane, 14+10lt 1 of 1 ~ 136.7 ~ A ~ 92 ~ 90 N ~ # 62 ~ 9th Lane, 14+ 1 Olt ~ 1 of 1 ~ 138.3 ~ A~ 92 ~ 91 ~ N ~ 61 #63 ~ 9th Lane, 14+10lt ~ 1 of 1 ~ 139.8 ~ A ~ 92 ~ 92 ~ Y~ 62 #64 ~ 9th Lane, 13+201t 1 of 1 ~ 140.3 ~ A~ 92 ~ 93 ~ Y ~ 57 #65 ~ 9th Lane, 14+I01t ~ 1 of 1 ~ 141.0 ~ A ~ 92 ~ 93 ~ Y ~ 63 #66 ~ 9th Lane, 11+901t ~ 1 of 1 ~ 140.8 ~ A ~ 92 ~ 93 ~ Y ~ 60 Mat'1 Lab Rice density Class Sample Description ASTM D2041-95 No. A 1031 Asphalt per Inland Asphalt (Sullivan Plant) 151.4 ~ ~ , STf NO RTHWEST DAILY FIELD REPORT 2214 East Riverside Spokane, WA 99202 Proiect Information Project Nane: Date: Shelley Lake 4T" Add. 817I2003 Proje.ct No.: Repat No.: S030016A 15 Weather Anival T'mte: Departure Time: Pargy Cloudy, 78°F 8:50am 1:15pm Client Local RepresQntative / phone nunber Shelly Lake Development Buster Heitrnan General Cantrmctor: Site ReExesertative / ptwne number C & B Excavating Shawn/ 879-8911 Subcontractor STI Project Manager / pnone nurrber , Bob Graharn! 534-9711 Page No. of STI Repre.sentatives on site 1 2 Roger Sahi/ 534-9711 - Manpawer and Equonent l)sed RotaRooter Truck, Crew of two Field Observatrons Arrived on site at contractor's request to observe cleaning of debris-filled sewer lines per Spokane County Utilities. The following lines were cleaned by blowing back material from uphill and vacuuming; MH 23 (164.3/8.9) to NIH 403 (164.0/9.3) and MH 410 (165.9/9.8) to MH 24 (164.9/8.8) including intermediaries. Contractor manually removed some visible debris from the bottom of MH 23, 408, and 409. ro.t iCoG EW- S A14 I S1'I ield R esentatiive Contractor's Representative THIS DOCUh1EHT AND RffERENCED ADDENDA AFiE TO BE OONSIDBtED PRFUMINARY UNT1L REVIEWED AND SIGNED BY THE STI CONSTRUCTION ENGlNEER AND/OR STI PROJECT MAPIAGER ~~o*5 ~ Reviewed by Date STI Proj 2anag Date Corresponding Deficiency Report No: FieW Repoit .2.2 9/28101 . z na ti . , . 10 , 6 5 7 (D 4 (D 11 g e ORTH 3 12 , , 2 13 ~ 2 3 4 ~ SHELLY LAKE 3RD ADDIAQ 5 „ , 3 4 _ ~ - 6 O 1 1 ~ , 1 ~ 0 ~N 2 O 2 I~H Yw"~u►~r 3 4 5 1 aq ; 2 3 6 ~ 4 q09 ' s 10 .41l~ . . . 2 • ~ ow ' 3 Q 4 5 6 ~ 7 ~ • s ~ a , - ;'NORTHWEST Sheliey Lake 4th Addition Job No.. S0300016A ~ Field Report 2214 E. Riverside 509-534-9711 Date; '0/ 7 /0 3 Spokane, WA 99202 509-534-9755 fax Page a Of a ~ DAILY FIELD REPORT 2214 East Riverside ACCa511Iren ST, ~ Spokane, WA 99202 Protect Infamation Project Name: Date: Shelley Lake 4th 8/20/2003 Project No.: Repat No.: S030016A 16 Weather Arrival Time: Qeparture Time: Clear Hot 9:00 3:00 Client: Locai ReExesentative / phone number Generaf Contractor: Site Representative / phone number Subcontractor STI Project Manager / phone number Bob Graham 5349711 Page No. of STI Representatives on site 1 1 Alan K. Bain 534-9711 - Manpower and Equipment Used Field Obsenrations Arrived on site at 9:00 AM to core drill through the existing pavement at several locations for the purpose ~ of ineasuring the depth of aggregate base and to probe the subgrade. Eleven site were picked at random for the evaluation. All site examined showed the subgrade to be firm and unyielding when probed. See the attached sheet for the depth of aggregate base at each location. i~ . r ~ (J g o~ CY A ' f STI Field tive STI Proj Manag Date THIS DOCUMENT AND REFERENCED AODENDA ARE TO BE CONSIDERED PRaIMINARY UNTL REVIEWED AND SIGNED BY THE STI OONSTRUCTION ENGINEER ANDIOR STI PROJECT MANAGER. Corresponding Qefiaency RepOrt No: Fiew Rqmn.2.2 8128/01 1 ! - • ~ NORTHINEST, INC. Geotechnical, Inspections, Materials Testing Shelley Lake 4th Coring Core Location Depth of Base No. Street Station Offset Inches 1 Shelly Lake Lane 19 + 70 Lt. 6 2 Shelly Lake Lane 21 + 80 Rt. 6 3 Shelly Lake Lane 24 + 78 Lt. 6 4 9th Lane 22 + 10 C/L 6 5 9th Lane 20 + 33 Rt. 6 1/2 6 9th Lane 18 +95 Lt. 6 7 Carnine Lane 11 + 55 Rt. 6 1/2 ' 8 Carnine Lane 13 + 80 Lt. 6 1/2 9 9th Lane 16 + 70 Lt. 6 10 9th Lane 15 + 15 C/L 7 ~ 11 9th Lane 12 + 80 Rt. 6 2214 East Riverside Avenue • Spokane, WA 99202 • Phone (509) 534-9711 • Fax: (509) 534-9755 , Sheet1 , Certification Plat Review Project: , , Certificate Head Letter: Statement of intent to certify the project. PE Stamp and Signature. . Record Drawings Mylar Drawings: PE Stamp and Signature Lettered certification statement (9.10 Spokane County Standards) . Project Documents: . , Daily Inspection Reports: Field Reports: Inspection of Asphalt Paving: 100% On site inspection during paving. ~ i Compaction Reports: . , Sewer trench lifts. - Water trench lifts. Utility trench-lifts. ~ Crushed Rock Lifts. ~ Material Documents: Field and Laboratory Tests: Field Test Lab Test Concrete: (Slump, Air Content, Temp.) (Break Test) SUb-Grade: (Compaction) (Gradation, Proctor) Crushed Rock: (Compaction, Depth) (Gradation, Proctor) Asphalt: (Compation, Thickness) (Rice, Gradation, Oil Content) On Site Inspections 4f Drainage Items: - Drywells: Gutter Inlets: Culverts: Sidewalk Vaults: Drainage Ditches: Other: Incoming / Outgoing Correspondence: ~ (This is a guide line of required documents, but not limited to, for final certification.) • _ `-,.agE ~ Sheet1 Certification Plat Review Project: , , Certificate Head Letter: Statement of intent to certify the project. PE Stamp and Signature. Record Drawings Mylar Drawings: PE Stamp and Signature Lettered certification statement (9.10 Spokane County Standards) , Project Documents: . Daily Inspection Reports: Field Reports: r~ Inspection of Asphalt Paving: , 100% On site inspection during paving. Compaction Reports: . , Sewer trench lifts. Water trench lifts. Utility-trench lifts. Crushed Rock Lifts. Material Documents: Field and Laboratory Tests: Field Test Lab Test Concrete: i(Slump, Air Content, Temp.) (Break Test) Sub-Grade: (Compaction) (Gradation, Proctor) Crushed Rock: (Compaction, Depth) (Gradation, Proctor) Asphalt: l(Compation, Thickness) i(Rice, Grada6on, Oil Content) a On Site Inspections Of Drainage Items: ~ - Drywells: Gutter Inlets: Culverts: Sidewalk Vaults: Drainage Ditches: Other: Incoming / Outgoing Correspondence: (This is a guide line of required documents, but not limited to, for final certification.) - ~-►.agE ~ - - - TECHNICAL REFERENCE E Performance Surety Reduction . ATTACHMENT 1- CONSTRUCTION PHASE SERNICES AMERICAN COUNCIL OF ENGINEERING COMPANIES OF WASHINGTON SPOKANE C4UNTY PUBLIC WORKS CONSTRUCTION CERTIFlCATfON SUBCQMMiTTEE ReQUired Items to be comQieted bv the Sponsor's Enpineer. t. Specific Certification fnspections A. Roads -Eros+on Contro#. -Drainage improvements/Testing. -Embankment PlacementlDensity ConUol. -Trenching BackfilVDensity Control. -Subgrade Line and Grade/0ensity Cantrol. -Surfacing Line and GradelDensity Control. -Curbs and Sidewalks/Material Quai{ty. B. Sewer -Fuii time inspection and testing during pipe installation and pipe zone material placement. it. Review and approvai of changes to approved plans inciuding approval through the Couniy if necessary. III. Record keeping and weekiy reporting to the County. IV. Contractor pay requestslbond reduction assistance. . V. Project acceptance of construction (See interim report flaw chart). VI. As built surveylrecord drawings and side sewer (stub) reports. VII. Certification report. Reauired Items that may be compteted bv desiqnated Proiect Coordinator or SiDonsor's Enaineer: 1. Pre-Construction meeting. 11. Construction staking. III. General project adminislration, coordination, and schedule rnonitoring. IV. Traffic and dusi coniroi. V. Response to construction complaints and resolution of complaints. Vl. Monumcatation Spokane County Standards Page E - 8 Aprif 2002 TECHNiCAL REFERENCE E Performance Surety Reduction ATTACHMENT 2 FLOW CHART PROJECT ACCEPTANCE AFTER CONSTRUCTION COMPLETION ► ~ < s Spokane County Standards Aprii 2002 page ~ - 9 TECHNICAL REFERENCE E Performance Surety Reduction ATTACMMENT 4 J INTERlM POLICY REGARDINC3 SEWER CONSTRUCTION INSPECTIONS, RECORD DRAWflJGS & ENGINEER'S STATEMENT 1nspection Re4uirements These requirements apply #o all pubfic and private sev+rer lines eight inches and larger in diameter, and to sewer service stubs extended from those lines to the property lines of individual parcels. Note that all sewer service lines six inches and smatler in diameter, ather than those service stubs noted above, wili be inspecteti by SRokane County Division of Utilities. On ali sevrrer constructlon for development, inspections wfil be performed by the Sponsor's Engineer or his/her designated representative. At the request of the sponsor. the County may provide ihe sewer inspection services, provided that ihe sponsor agrees to pay ali costs associated with the County inspections and provided that the County detemnines that staff is available to perform the inspecttons. The inspection of sewers shaU include the items listed beiow. However, the listing pravided below is not intended to be all inclusive. It will be the responsibility of the Sponsor's Engineer to determine add;tional inspection activities that may be needed for a specific project in order to rsport substantial conformance of the project with the County's standards. 1. Conformance of alf construction materials wlth County standards shall be verified prior to instatlation. 2. The sewer trench shall be inspected for proper dimensions and pipe zone clearances priar to placement of pipe. ~3. The placement and compaction of the pipe zone materlal and bedding shall be inspected. 4. The pipe joints shall be inspected visuafly for proper insertion. 5. Norizontal alignment and grade of the pipe shatl be checked for canformance to the standards prior to backfilfing of the trench. 6. Sewer service tees and stubs shall be inspected for correct installation prior !o backfilling of the trench. Accurate measurements shall be made and recorded to faciiitate the reeslablishment o€ sewer service tee locations and stub end locations. The placement of the required stub markers shall be verified. 8. Manholes shall be inspected for proper materials, locatian, assembty, and installation. 9. Trench backfilling operations shall be observed and compaction tests shall be performed. Minimum requirements for backf+lling shall be as set forth in the acxepted pians and/or specifications for the project. 10. Mandrel testing, hydrostatic and/or air pressure testing, and manhole testing shall be performed following completion of trench backfifling operations. The testirtg shall be observed until passing resulis are obtained. Manhole testing shall be performed on ten percent of the manholes in the project, in accordance with Department of Ecology's "Criteria for Sewage Works Design". Spokane County Standards Page E- 11 April 2002 TECHNICAL REFEREIVCE E Performance Surety Reduction 11. The Sponsor's Engineer shall schedu{e teievision inspection of the sewer lines through the Division of Utilities once the other testing has been satisfactority campleted. The Division of Utilities wiU then perform the televlsion inspection and review the tapes for deficiencies requiring correction or repair, Adopted Via Resolution 98-0771 9122/98 12. Daily inspection reports shall be pcepered, summarizing consiruction activities, contractor work force and work perioti, testing results, problems encountered, and oiher pertinent information. The project sponsor or the sponsar's Construction Engineer shall notify the Division of Utilities 48 hours in acivance of the siart of construction of ttle sewer system, and shall provide a generalized schedule for the progress of the work. Couniy inspection personnel will tnake occasional site visits to inspect the wark and do materials testing as deemed necessary. County inspection personnel wiit address concerns and questions to the Engineer of Record. The vost of these occasFOnal site visits wiil be charged to the Corlstructian Permit for the work. The sponsor will beer the cost of sll inspections and materials tesfing. The Division of Utilifies shall have access to a!I construction jnspection records and reports. Before the County accepis the sewer system, the Sponsor's Engineer shall submit all construction records to the Division of Utilities. This shall include but not be limited to Daily Inspection Reports, cvrrespondence, manufacturers' certifications, and material test reports. When changes to the design are necessary, the sponsor shall be responsible for coordinating the proposed design changes with the sponsor's Design Engineer. The sponsor's Oesign Engineer shall fon+vard two copies of the proposed plan changes, together with related catcutations, to the Division of Utilities for review and acceptance prior to construction. The Sponsor's Engineer shall schedule a final inspection meeting between the Sponsor's Enginesr, the sponsor, and the Oivision of Utilities at the completion of construction and testing of the sewer system. Deficiencies found shall be corcected by the sponsor prwr to the County's acceptance of the sewer. Record Orawinqs 8 En4ineer's Statement During oonstruction the sponsor's Surveyor andlor Construction Engineer shall record any changes to the accepted plans. Alt substantive changes shall be indicated and noted on the accepted final sewer pfans and the plans shall be annocated as "Record Drawings". In those cases where the County provides the inspection services, the County will prvduce the Record Drawings. Side sewer . stub sketches shall also be prepered on the County's standard form. As-buitt elevations, locations, pipe lengths, and pipe slopes must be verified on the Record Drawings. The faltawing statement shall be lettered on fhe Record Drawings and stamped and signed by the sponsor's Construction Engineer on the Record Drrawings: "1 have reviewred the construction of this sewer system and to my knawledge find it to be ln substantiai conformance with the accepted plans and Spokane County Standards except as noted." , Spokane County Standards Page E- 12 April 2002 TECHNlCAL REFERENCE E Perforrnance Surety Reduction ATTACNMENT 5 Y SPOKANE COUNTY t31VIS10N OF UT1LiTIES PROTOCOL FOR TELEYlSIUN INSPECTION OF SEWERS In the interest of developing a consistent methodology for the coordination and review of television inspections, the fo!lowing steps have been established: 1. PRE-PAVING TELEViS14N INSPECTION a) At teast two weeks prior to the desired pre-paving television inspection, the Conttactor requests the television inspection through the Sponsor's Engineer. The Engineer submits the requesi (on standard form) to the Division of Utilities Sewer Design Sectian. (Utflity contacts ere B. Urhausen and G. Repp). bj Sewer Design Section schedutes tetevision inspection with the Wastewater Operations Section. c) In order for the inspection to take place, sewer mains wfll. ne8d to be high-pressure cleaned, mandret tested, and pressure tested. In addition, manholes will need to be accessible by the N van. 8ackfiil must be in place around the cone sections of the manholes. If the contractor has placed temporary steet plates on top of the manholes, then the contractor wiii need to provide manpower and equipment to remove and replace the plates to facllitate the television inspection. dj Detailed television inspection is undertaken, noting tee IocaUons/stations, irregularities, defects, etc. e) The Contractor shall pay the cost of the pre-paving tEtevision inspection. 2. REVIEW OF PRE•PAVING TELEVISION INSPECTION a) When the Sewer Design Section receives the VHS tapes and fault log from the Operations Section, the fauit log will be reviewed for nated defects. The fapes and !og will tfien be forwarded to Engineer for review. b) Engineer reviews tapes and fog, and makes determinatian of any repairs fhat nesd to be undertaken. c) Engineer coordinates with Sewer Design Section Manager for concurrence on repairs ihat are _ needed. In some cases, this may necessitate joint review of the tapes. d) After concurrence between the Engineer and the Sewer Design Section Manager, the Engineer will stipulate the required repairs to the Contractor. 3. ACCEPTANCE STANDARDS FOR GRADE DEVIATIONS a) The Standard Specificstions stipulate that reverse grades are not acceptable. In the review of tetevision inspection tapes, the Engineer and the Sewer Design Section Manager wiN consider the combined effects of p{pe joints, allowed variations in pipe diameter, and grade on any entrapped water appearing on the inspection tapes. 4. POST-PAVING TELEVIStON INSPECTION a) After the roadway is substantialty complete above the sewer, a post-paving television inspeetion will be scheduled, in the same manner as ihe pre-peving television inspection. b) This television inspection will be less deiafied than the first, and will be undertaken to check for pipe cleanliness, and to identify any structurel defects that may have occurredlpresented since the initial tefevision inspection. c) The review of the tapes and concurrence on needed repairs will proceed in the same fashion as identified for the pre-paving television inspection. SRokane County Standards Page E- 13 April 2002 TECHNICAL REFERENCE E Performance Surety Reduction d) The cos# of the first past-paving television inspection shafl not be charged to the Contractor. The cost of any subsequent television inspections performed to confirnn the adequacy of repairs will be charged to the Contractor. 5. REMEDY PROVlSIONS - a) in the case of a pipeline swate, or other defect, that is identified during the post-peving television inspection, the Engineer and the Sewer Design Section Manager shatl determine the need for repair work to correct the defect. b) In certain cases, in lieu of undertaking the repair, the Contractor may be required tn pay the estfmated cost of making the repair to the County. Such payment will tfien be deposited in the County's sewer ►epair and replecement fund. ' 6. MANHOLE IIdSPECTIONS a) The Engineer shatl inspect the sewer manholes for cortformance writh Spokane County Standards. Observations regarding the conditfon of manholes made by the television inspection crew are to be considered as supplementary information. and are not intended to replace the Engineer's inspectfon. 7. MAKING CONNECTIONS TO NEW SEWER LINES No connections to the new sewer lines will be allowed until the County has accepted the sewer lines for oaeration and marntenance. 8efore acceptance can occur, the Engineer must provide acceptable record drawings for the project to tfie Divis+on of Utilfties, together with the required Engineer's Siatement. Additionally, the wamanty period security must be provided by the developsr as stipulated in the development agreement. Spokane County Standards Page E- 14 April 2002