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24877 PE-1414J - % ~ ~6ElOER,f~~ I /NORTHWEST ~ SOILS, TESTING & INSPECTION July 25, 2002 Project No. C-70-S020105 Spokane County Engineers Office 1026 W. Broadway Spokane, WA 99260-0170 Attn: Mr. Randy Stronks Re: Riverwalk 11th Addition Construction Certification Package Dear Randy, Please find the following information which is intended to be used by you in the certification and acceptance process for Riverwalk 11 th Addition. 1. A three-ring bound set of inspection and testing reports for the work constructed. Included within this binder are the following sections which document the scope and nature of the inspection work provided. A. Correspondence B. Test Reports C. Daily Reports 2. A set of original mylar drawings and two bond copies stamped "Record Drawing." It should be understood that this submittal provides certification for the initially constructed items associated with this project. This certification only implies that the items shown were substantially built as designed, and only valid the day the as-built survey and visual certification were performed by this engineer. This certification makes no guarantee that other construction activities associated with overall plat build out such as home builders or new home owners have not in fact dislodged, destroyed, filled in or in any manner affected any of the items certified. It should be noted that this letter does not relieve the contractor or developer from the warranties implied within their bonding documents. Should you have any questions or comments related directly to the certification package submitted please do not hesitate to call. Sincerely, P~X, T. NEtSO STI ort , Q ~~oF c 'L `7 have reviewed the construction and to my knowledge find if to be Paul T. Ne son, .E. in substantial ~ . Associate conformance with the approved certified plans Cc: Craig Condron, C&L Development, L.L.C. and Standard -7 Specifications except as CLC fle STI fle noted." up7/-,~ ~R~~ 2214 East Riverside Avenue * Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755 A Division of CLC Associates Inc. ~r ~ ~ NORTHWEST 2214 E Riverside Avenue SPOKANE, WA 99202 PHONE (509) 534-9711 FAX (509) 534-9755 Transmittal Date: August 2, 2002 Phone No. 477-3604 Proiect No.: C-70-S020105 & C-70-S000194 Fax No. 477-4715 To: Spokane County Engineers Office 1026 W. Broadway . Spokane WA 99260 Atfn: Randy Stronks Re: Asphalt testing results for Hanson Center and Riverwalk 11 Transmittal of the Followinq_ Asphalt testing results Notes: REC~~Vrt-"D . AUG 0 6 2001 SPOKANE COUNTY tivj:id~~r% CC: CLC file STI file Tltransmittal-v, 1- 11/99 Project No.: C-70-S020105 Project Name: Riverwalk 11th Addition JWrff NORTHWEST Lab No. : 838 Sample Date: 06/04/02 Sample Location: Sta 39+30 CLASS `A' &`B' ACP LABORATORY TESTING RESULTS Gradation: (ASTM C-136 & C-117) Sieve Size % Passing Specification 3/4" 100 100 1 /2" 94 90-100 3/8" 79 75-90 1 /4" 61 55-75 No. 10 36 30-42 No. 40 14 11-24 No. 200 6 3.0-7.0 Meets Specifications: Yes ~ No ❑ Percent Asphalt by Weight of Mix: (IVCAT Method) 5.7 Rice Specific Gravity: (ASTM D-2041) 153.7 ~Paul T. I n, P.E. Laboratory Supervisor r~ 1 ~ , ~ ~ i r . ~ C,OUNTY ENG/NE oFF-7C so LAL PUgUC DOCU MENr ~ ORIGIN,qI "AS`B` c~R u►LTSd P►Rp JE F1ED RECQAp pRA CT WlNGS A~~~,ED: o ENG "As-Builts" A p►'~t PE-1414J _$i . Tom Andrel RIVERWALK 11TH ADD 08-25-45 T&RDate Prelirn. Review Henring Date 55483.9073 E. HARMONY, N. MICHIELLt, S. MQNTGOVIERY, W. RIO GRANDE Lg Lots No / 20 LOTS - 4.97 ACRES (ENGINEER'S DBPT) - Plat rile- NORTHWEST % R Sri SOILS, TESTING & INSPECTION Apri15, 2002 STI Project No.: C-70-S020105 Spokane County Engineer's Office 1026 W. Broadway Spokane, Washington 99260-0170 Arin: Mr. Randy Stronks Re: Riverwalk 11th Addition March 31, 2002 - Apri16, 2002 Contractor: Ed Loshbaugh & Sons, Inc. Developer: C&L Development, L.L.C. 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. The stub from the existing sanitary sewer manhole on Shannon was ezposed. Native material was screened through a grizzly for later use. No testing or tnspection work was performed by STI. No major deficiencies to report at this time. If you have any questions or comments conceraing any of the items listed above, please feel free to give me a call. Sincerely, _ STI Northwest Bob Grah Civil Projects Manager , cc: Craig Condron, C&L Development, L.L.C. CLC File ~ STI File 2214 East Riverside Avenue • Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755 A Division of CLC Associaces Inc. 1 - 092 NORTHWEST - April 15, 2002 SO/LS, TESTING & INSPECTION STI Project No.: C-70-S020105 Spokane County Engineer's Office 1026 W. Broadway Spokane, Washington 99260-0170 Attn: Mr. Randy Stronks Re: Riverwalk 11t' Addition Apri I 7, 2002 - Apri I 13, 2002 Contractor: Ed Loshbaugh & Sons, Inc. Developer: C&L Development, L.L.C. 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. Sanitary sewer 10" main line and ten services were installed on Shannon Ln. Imported material was used for bedding and native material was used for backfill. Compaction testing using a hand probe due to rocky material was performed. The existing cap on the 10" SS line on Riverwalk Ln. was exposed and new line laid to MH 24. Imported material was used for bedding. Line was not backfilled. No major deficiencies to report at this time. If you have any questions or comments conceming any of the items listed above, please feel free to . give me a call. Sincerely, STI Northwest (~V Bob Graham Civil Projects Manager cc: Craig Condron, C&L Development, L.L.C. STI file CLC File 2214 East Riverside Avenue • Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755 A Division ot CLC Associatcs Inc. SPGnANE COUNTY UTILITIES DI v iSION WASTEWATER OPERATIONS INSPECTION REQUEST FORM . . . • , INSPECTOR DATE: ~o Z FROM: ,S'TX: NoRTNWEST PROJECT NAME: Rjvff_PWALK j tTN PROJECT REQUEST FOR: 191 PRE-PAVING T.V. INSPECTION ~ CHECK HERE FOR RE-N INSPECTION Optional inspecfion, unless otherwise requested will incJude the same as post paving inspection. E] POST-PAVING T.V. INSPECTION 1:1 CHECK HERE FOR RE-N INSPECTION Required inspection prior to acceptance, inciudes complete video inspection of all lines for: 'cleanliness 'stub locations 'identifying any faults E] POST-PAVING MANHOLE INSPECTIONS ~ SPECIAL INSTRUCTIONS: CONTRACTOR: Ep L 059 BAO &c{soNJ. S"N ~ BILLING ADDRESS: __7 Lo- C Q A(,,KG ` (If New) -S par.& &[E . va A. 9 47 FIELD INSPECTOR: RADIO NO.: (include drawing of all lines and/or manholes requested) AT THIS TIME ROUTE • UTILITIES D •ANNING AND DESIGN" PROJECT NAME: ACTIVITY JOB#: PLANNING # ATTACHMENTS: ~ DRAWING OF REQUESTED ~ DRAWINGS AT AREA INCLUDING MANHOLE #S WASTEWATER AND 1/4 SECTION #S OPERATIONS FIELD OFFICE DATE FORWARDED: BY: DATE RETURNED: AND ROUTE • UTILITIES D • AS TEWA - OPERATIONS" ISSUE DATE: FILE NO.: JOB NO.: VHS TAPE NO.: 13 ASAP El WHEN POSSIBLE ~ OTHER: ~ADD'IT'iONAMRS. TR'~UZNTI4NS: ~ ~ - DATE COMPLETED: OPERATOR(S) White - Utilities Yellow copy - Construction Revised 3/10/00 rt ~ ~ 191. 5 2 2. 4 N ~ 1922.4 189.5/22.2 N NORTH ~ I ~ ~ r ~ ^ 1 ~ Wp 189.7/22.2 N ~r EXIST. , MH 22 , ~ 4 5 9 N 3 2 i ; y 1 L Q~ 190.8/22 N 0 ~ ~ ~ 1 J A r • ~ ,y` M~H 231 EXIST EXIS 4 ^ -'~fFi,1 6 i ♦i L«` , ' 5 - EXIST. 4 f MH 10 VAY LANE E 1 5 2 3 N ` acr "a" MH' 1 190.8/21.6 - , o EXI ~ 5 O r ~1 , L E I ST. ~ 4 r 190. 5 21. 5 N M H 24 = ` M 1 3 A 1 ~ `r ~r EXIS 2 E/~t" . M H 1 ~ 9 18 ~ {r1SHANNO A 189.621.2N ,~r190.421,5N '1-.1 N ~ Y~~`7'/NORTH~VL~T Riverwalk 1 ''on Job No.: C-70-S020105 Field Report L114 *r v 2214 E. Riverside 509-534-9711 Date: Spokane, WA 99202 509-534-9755 fax Page Of STINORTHWEST April 22, 2002 SO/LS, TEST/NG & INSPECT/ON STI Project No.: C-70-S020105 Spokane County Engineer's Office 1026 W. Broadway Spokane, Washington 99260-0170 Attn: Mr. Randy Stronks Re: Riverwalk 11t' Addition April 14, 2002 - April 20, 2002 Contractor: Ed Loshbaugh & Sons, Inc. Developer: C&L Development, L.L.C. Dear Randy, This letter transmits the general construction activity that occurred on site during the time listed above. This fetter 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. Sanitary sewer 10" main line and services were installed on Riverwalk Lane. Imported material was used for bedding and native material was used for backfill. Compaction testing using a hand probe due to rocky material was performed. Air & Mandrel testing was performed on sewer lines on Shannon Lane and Riverwalk Lane. 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: Craig Condron, C&L Development, L.L.C. - STI file CLC File 2214 East Riverside Avenue • Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755 L A Division ot CLC Associates Inc. << . ' ~ rA NORTHINEST - • ~1NfP~• J `"I SOILS, TEST/NG & INSPECT/0N April 23, 2002 STI Project No. C-70-S020105 Spokane County Utilities Department 1026 W. Broadway Spokane, WA 99260-0170 Attn: Billy Urhausen Re: Riverwalk 11th Addition: Sewer Bond Reduction Request. Dear Billy: . All work associated'with the air and mandrel testing has been completed in substantial conformance with the plan set and specifications. At the request of our client, C&L Development, L.L.C., we request a reduction of all associated sewer construction bonds for this project. .G 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 63:z Bob Graham Civil Projects Manager 7, cc: Craig Condron, C&L Development, L.L.C. CLC file STI file 2214 East Riverside Avenue • Spokane, WA 99202 • Phone (509) 534-9711 ~ Fax (509) 534-9755 A Aivision of CLC Assoclates Inc. ~ PAGE 2 of 3 „ PROJECT NAME: Riverwalk 11th Addition " PROJECT NUMBER; C-70-S420105 NORTHWEST qIR qND MANDREL FIELD TEST RESULTS REPORT No. 5 2214 E RIVERSIDE, SPOKANE, WA 99202 DATE: 4-16-02 (509)534-9711 FAX (549)534-9755 ~ TECH: Tim Johnson LOCATION MANDREL MAIN PIPE MAIN SERVICE SERVICE TIME- --`'PRESSURE PASS COMMENTS ~ Manhole to Manhole DIAMETER DIAMETER LENGTH DIAM.ETER 'CENGTH FAIL (to 114 inch) (Inches) (feet) (inches) (feet) (Minutes) PSI 1813-18C M 9'1. ~ 10 ~ 320 ~ - ~ - ~ - I - ~ P ~ mandrel only 20 - 24 N 9% N 10 N 217 ~ 4" ~ 137 ~ 15 N 5 ~ P air & mandrel M ~ N N N ~ N ~ N N ~ N N ~ N N M N N N ~ N N N N N N ~ ~ N N N N N ~ N ~ N ~ N N N ~ N ~ ~ N ~ N N N N N N N N ~ { M N M ~ ~ ~ ~ N N N N ~ N N N N ~ ~ N ~ ~ N N N ~ N M M N N N N ~ N ~ N N N ~ ~ ~ N N N ~ ~ N ~ ~ ~ N N ~ N N ~ ~ N ~ 0:1ST11FORMS v1.0 4101 r r PAGE 2 of 3 PROJECT NAME: Riverwalk 11th Addition ' PROJECT NUMBER: C-70-S020105 NORTHWEST AIR AND MANDREL FIELD TEST RESULTS REPORT No. 4 2214 E RIVERSIDE, SPOKANE, WA 99202 DATE: 4-15-02 (509)534-9711 FAX (509)534-9755 TECH: Bob Graham LOCATION MANDREL MAIN PIPE MA1N SERVICE SERVICE TIME 'PRESSURE PASS COMMENTS Manhole to Manhole DIAMETER DIAMETER LENGTH DIAN~ER rtENGTH FAIL (to 114 inch) (Inches) (feet) (inches} (feet) (Minutes) PSl 186 -18C N N 10 ~ 320 ~ 4 ~-400 ~>60 ~ 4 ~ P~ air oniy N N N N N N N ~ ~ ~ N N N N N ~ M N N N ~ M N N N ~ N N ~ N N ~ N ~ N ~ ~ ~ N ~ N N M ~ M ~ ~ N M ~ M ~ N 0:1STIlFORMS v1.0 4/01 G-7o-SoZo ~ . . ...._A Y :F U1. . SpoCo Wastewater 12007 E Empire Way /iO)AJ• Spokane, WA 99206 rer. 50.477.19e4, Fax: 509.477.8998 Inspection report Date: Project Weather. Operator section number. Ssction Name: 0411812002 tp 48 clear dry chrts 1 190.4121.5N Planning Tnidc: Flushing date: Preset Cleaned: Grade: pe-1414j-81 u-307 0 , Street e shannon In Map #1: MH: 190.4/21.5N Town: spvkane Map #2: MH: 189.6l21.2N Situat3on: street-aight traffic Tape 1144 tvd fgfh: 313.7 FT Reason for inspection: pre-pave tnspection Diameter: 10" SecUon Type: wastewater Material: PVC Length: Protectlon: Grid: 08553 Fite 1426 Remark: . 1:1000 dist code abservation counter photo rate r„F, N 11.60 DE Debris, cleaning needed 00:00:37 3 - 26.30, T Tee, at 02 o'clock, diameter 4(n 00:01:19 0 30.20 T Tee, at 10 o"clodc, diamster 4 in 00:01:55 0 84.80 T Tee, at 02 o'c(ock. diameter 4 in 00:03:53 0 89.00 T Tee, at 10 o'clock, diameter 4 in 00:04:21 0 ~ ~ • :a 149.70 T Tee, at 02 o'dodc, dlameter 4 in 00:0625 0 , 153.80 T Tee. at 10 o'dock, dlameter 4 in 00:06:51 0 roi 214.90 T Tee. at OZ o'ciock, diameter 4 in 00:08:57 0 rT Tee, at 10 o'clock, diameter 4 in 00:09:28 0 275.10 T Tee, at 02 o'dodc, diameter 4 In 00:11:30 0 Ui 279.40 T Tee, at 10 o'clock, diameter 4 in 00:11:57 0 313.70 FH Finish survey Q mh 00:13:19 0 • YT~;1 ~ LAI* • CMMACTOZ o CWW ~ ~ SWOUS 3, . A ~--zv . . i wy . 4.3o.oz- # StLt LLb 60S ! I I 3f1 A1unoo aueAotlS • WV£b = O t`. ZO-OE-b • : i ~..:.::i. ' . : : SpaCo Wastewater ~ Spoka e WA 99208 Tet 6o9.41". i M. Fax sos.an.ssss - Inspection report Date: ProJect Weather: Operator secEton number. Sectian Name: 04H 8/2002 tp 48 clear dry chris 2 188.7122N Pianning Truck: Flushtng date: Preset: Cleaned: Grade: pe-14141-81 u-307 0 Street e rtverwalk in Map #1: MH: 188.7/22N Town: spokane Map #2: MH: 189.7/22.2N Situation: street-light traffic Tape 1104 tv'd Igth: 210.3 FT Reason for inspectivn: pre-pave inspection Diameler. 10" Sectlon Type: wastewater Material: PVC Length: Protection: Grid: 08553 File 1426 Remark: 1:1000 dist code observation counter photo rate 4.00 T Tee, at 10 o'clodc, diameter 4 in 00:13:36 0 y.6.70 DE Debrls, cfeaning needed 00:14:02 3 23.30 T Tee, at 02 o'dock, diameter 4 in 00:14:57 0 . 37.10 DE Debrls, cleaiiing needed 00: i5:32 3 62.30 T Tee, at 10 o'clodc, dlameter 4 In 00:16:36 0 83.80 T Tee, at 02 o'dodc, diameter 4 in 00:17:34 0 ~ 121.70 T Tee, at 10 o'dock, diameter 4[n 00:19:01 0 ~ 140.70. T Tee, at 02 o'dack, diameter 4 in 00:19:57 0 4 159.40 T Tee, at 10 o'ctodc, diameter4 in 00:20:49 0 ~ ~ 290.30 DE Debris, cleaning needed--in mh 8 beYond 00:22:35 22a 3 10.30 FH FlNsh survsy @ mh 00:22:44 0 ~ . £ /Z # S ► Lti LLV 605 ! , ` • I 1 1r1 A;~unoz) aue>IOdS !Wv£4 = O ~ = ZO-OE-b ~ • . _ . . . ~1::.... - - 5PasCa lRIosiacicngar 92007 EEmpire U1/ay !i ~ ~ ~ ~ l•t-~ 9~tia~oe,'yVA 98ZaS ` . I :.cc:PCh:a,~.. - . ~ a-r__~_~~~~ t ~ _T_-- • r Yei u00.4?7.9934. Fzu: 5II9.477.3992 I - ~ h Town: Street: ~i Date: section number. Section Name: ~ 1 spokane e riverwalk ln 04118/2002x, I _ , ~ ~ - . R . • ' ~ L3C,5-'`ti~ yrt~ ~ ~ ~ S ,'h~~ , - • J~~~`t~~ . : li},.,.4Z i~t~ ~~i;.'i j~'~!,,'~~r a ~~;~,~~.5• - t ,~f All~ t q ' ! r 'I~~ f• i • , a y ~ Photo: 22a, Tape 1104, 00:22:35 Debris, cleaning needed--in mh & beyond ~ , ~ E /L•: ~J6i,i ._G~ FrO~i`- I ~~f' F4 u1t03 s UE;>!f%C~ 1E:i=W'Jtil 'C~1 :~0 0 E-t, ~ NORTHWEST SOILS, TESTlNG & INSPECTION May 1, 2002 STI Project No.: C-70-S020105 Spokane County Engineer's Office 1026 W. Broadway Spokane, Washington 99260-0170 Attn: Mr. Randy Stronks Re: Riverwalk 11t' Addition Apri I 21, 2002 - Apri I 27, 2002 Contractor: Ed Loshbaugh & Sons, Inc. Developer: C&L Development, L.L.C. 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. Drywells were installed on the project. Construction observation 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 63~1 . Bob Graham Civil Projects Manager cc: Craig Condron, C&L Development, L.L.C. STI file CLC File f~. j 2214 East Riverside Avenue • Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755 A Division of CLC Associates [nc. - ~OFIIElt~~ NORTHWEST ~ ~ - • ~ANER'~. • ~ SOlLS, TESTING & INSPECTION May 6, 2002 STI Project No.: C-70-S020105 Spokane County Engineer's Office 1026 W. Broadway Spokane, Washington 99260-0170 Attn: Mr. Randy Stronks Re: Riverwalk 11th Addition April 27, 2002 - May 4, 2002 Contractor: Ed Loshbaugh & Sons, Inc. Developer: C&L Development, L.L.C. 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 0 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: Craig Condron, C&L Development, L.L.C. STI file CLC File ~ 2214 East Riverside Avenue • Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755 A Division of CLC Ascociates Inc. NORTHWEST ~ ov May 13, 2002 SOILS, TEST/NG & 1NSPECT/ON STI Project No.: C-70-S020105 Spokane County Engineer's Office 1026 W. Broadway Spokane, Washington 99260-0170 Attn: Mr. Randy Stronks Re: Riverwalk 11t' Addition May 5, 2002 - May 12, 2002 Contractor: Ed Loshbaugh & Sons, Inc. Developer: C&L Development, L.L.C. 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 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 a~ Bob Graham Civil Projects Manager - cc: Craig Condron, C&L Development, L.L.C. STI file CLC File ~ 2214 East Riverside Avenue • Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755 A Divislon oP CLC Associates Inc. STINORTHWEST SOILS, TESTING & INSPECTlON May 28, 2002 STI Project No.: C-70-S020105 Spokane County Engineer's Office 1026 W. Broadway Spokane, Washington 99260-0170 Attn: Mr. Randy Stronks Re: Riverwalk 11th Addition May 19, 2002 - May 25, 2002 Contractor: Ed Loshbaugh & Sons, Inc. Developer: C&L Development, L.L.C. . 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 f ~ letter is not intended to be a submittal for acceptance. It is for informational use only. Density testing of subgrade for curb & gutter was performed. CSTC under curb & gutter was placed,-compacted and tested for density. No major deficiencies to report at this time. If you have any questions or comments conceming any of the items listed above, please feel free to give me a call. Sincerely, STI Northwest Bob Graham Civil Projects Manager cc: Craig Condron, C&L Development, L.L.C. STI file CLC File f 2214 East Riverside Avenue • Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755 A Division of CLC Associates Inc. . ~ ~ NrJRTH1NE-~T ~ . 2214 East Riverside Spokane, WA 99202 (509) 534-9711 (509) 534-9755 • Fax _ FAX TRANSMITTAL DATE: 5/29/02 PAGES: 2 INCLUDING COVER SHEET TO: Gene Repp FAX; 477-4715 COMPANY: Spokane County Utilities pgpNE; 477-7488 F'xoM: Bob Graham JpB; C-70-S020105 PROJECT Riverwalk 11 th Addition ~ ~TES: ~ This is the problem I discussed with you on the phone. I think Option 1 can be made to work while still providing the required 2" of adjustment by altering the road crown, but it may end up a little less. There are two manholes affected. Please call me at your earliest convenience with questions or comments. Cc: STI file S c--*SA K( M ur:t h'N t"' c. c. L -.1 GRl~II~ GONORoN~ ~~G. UEv~t.o~N~E.N7' L~. G. G r- Confrdentialifv Notice This document(s) accompanying this fax transmission contain(s) information, which is confidential and privileged. This information is intended to be for the individual or entity set forth above. If you are not the intended recipient, please be aware that any disclosure, copying, distribution or use of the contents of this information is prohibited. Thank you. J:lstifaxform -0.0-4/00 . ' ~ ~ CURRENTLY MH IS -028' TOD HIGH VITH 1' ADJUSTMENT FROM CONE 0NLY F~RING SECTION 4' INTEGRAL RISER ~S' BARREL SECTIDN / DPTIDN 1 OPT1DN 2 CUT -3' OFF OF CONE CHANGE BARREL SECTION, ADD RESULTING IN •1' OF •10' OF ADJUSTNENT RINGS 6 ADJUSTMENT MORTpR RiNG SECTION ~ ~RING SECTION Ap,1USTMENT RJNGS ~ I• INTEGRaL R1SER 4• INTEGRAL RISER ~S' BARREL SECTiON . 4' BARREL SECTIQN - ~p6EHERk~ NORTHWES°T ~ ~ - SOILS, TESTING & INSPECTION June 3, 2002 STI Project No.: C-70-S020105 Spokane County Engineer's Office 1026 W. Broadway Spokane, Washington 99260-0170 Attn: Mr. Randy Stronks • , Re: Riverwalk 11th Addition May 26, 2002 - June 1, 2002 Contractor: Ed Loshbaugh & Sons, Inc. Developer: C&L Development, L.L.C. 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 hat may be listed below may or may not be in compliance with the plans and specifications. This Otletter is not intended to be a submittal for acceptance. It is for informational use only. Curbs & gutters were poured. Concrete testing and construction observation 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 6~aZ Bob Graham " Civil Projects Manager cc: Craig Condron, C&L Development, L.L.C. STI file CLC File . _ 2214 East Riverside Avenue • Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755 A DlvLslon of CI.C Assoc[atcs Inc. ~ NORTHWEST ~ 1 4 ~ --SOILS, TEST/NG & INSPECTION June 10, 2002 . STI Project No.: C-70-S020105 Spokane County Engineer's Office 1026 W. Broadway Spokane, Washington 99260-0170 Attn: Mr. Randy Stronks Re: Riverwalk 11t' Addition June 2, 2002 - June 8, 2002 Contractor: Ed Loshbaugh & Sons, Inc. Developer: C&L Development, L.L.C. 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 0 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. CSBC, CSTC and ACP was placed and compacted. Density tests and construction observation services were provided. Samples were obtained for lab testing. 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: Craig Condron, C&L Development, L.L.C. STI file CLC File ' 2214 East Riverside Avenue • Spokane, WA 99202 • Phone (509) 534-9711 o Fax (509) 534-9755 A Division of CLC Associates Inc. NoRTHwEST '~n - ' °~nccN' . , "SOILS, TESTING & I/VSPECTION June 17, 2002 STI Project No.: C-70-S020105 Spokane County Engineer's Office 1026 W. Broadway Spokane, Washington 99260-0170 Attn: Mr. Randy Stronks Re: Riverwalk 11th Addition June 9, 2002 - June 15, 2002 Contractor: Ed Loshbaugh & Sons, Inc. Developer: C&L Development, L.L.C. 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 0 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: Craig Condron, C&L Development, L.L.C. STI file CLC File ~ ~ 2214 East Riverside Avenue • Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755 ~ A Divlsion of CI.C Associntes Inc. Ito NORTHWEST SO/LS, TEST/NG & INSPECTION . June 24, 2002 STI Project No.: C-70-S020105 . Spokane County Engineer's Office 1026 W. Broadway Spokane, Washington 99260-0170 Attn: Mr. Randy Stronks Re: Riverwalk 11t" Addition June 16, 2002 - June 23, 2002 Contractor: Ed Loshbaugh & Sons, Inc.. Developer: C&L Development, L.L.C. 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. 0 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: Craig Condron, C&L Development, L.L.C. STI file CLC File r 1 ~ 2214 East Riverside Avenue • Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755 A Division oi CLC Associates Inc. - rA ~ NORTHWEST ~ SOILS, TESTING & INSPECTION July 1, 2002 STI Project No.: C-70-S020105 Spokane County Engineer's Office 1026 W. Broadway Spokane, Washington 99260-0170 Attn: Mr. Randy Stronks Re: Riverwalk 11th Addition June 24, 2002 - June 29, 2002 Contractor: Ed Loshbaugh & Sons, Inc. Developer: C&L Development, L.L.C. 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 this time. If you have any questions or comments conceming any of the items listed above, please feel free to give me a call. Sincerely, STI Northwest k~ . . Bob Graham Civil Projects Manager ~ cc: Craig Condron, C&L Development, L.L.C. STI file CLC File 2214 East Riverside Avenue • Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755 ~ A Divfsion of CI.C Assceiates Inc. ; : NaRT'H1NEST - . SOILS, TESTlNG & INSPECTION July 8, 2002 STI Project No.: C-70-S020105 Spokane County Engineer's Office 1026 W. Broadway Spokane, Washington 99260-0170 Attn: Mr. Randy Stronks . Re: Riverwalk 11t' Addition June 30, 2002 - July 7, 2002 Contractor: Ed Loshbaugh & Sons, Inc. Developer: C&L Development, L.L.C. 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 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 (3e Bob Graham Civil Projects Manager cc: Craig Condron, C&L Development, L.L.C. STI file CLC File ; ( l 2214 East Riverside Avenue • Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755 - A Division of CLC Associates Inc. - m~i NORTHWEST - • ~AMER~ • July 22, 2002 SOILS, TESTING & INSPECTIOIV STI Project No.: C-70-S020105 Spokane County Engineer's Office , 1026 W. Broadway Spokane, Washington 99260-0170 Attn: Mr. Randy Stronks Re: Riverwalk 11th Addition July 14, 2002 - July 20, 2002 Contractor: Ed Loshbaugh & Sons, Inc. Developer: C&L Development, L.L.C. 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 speafications. This ~ letter is not intended to be a submittal for acceptance. It is for informational use only. Subgrade for sidewalks was compacted and density testing performed. Sidewalks were poured and concrete testing performed. All work requiring STI inspection has been completed. 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: Craig Condron, C&L Development, L.L.C. STI file CLC File 2214 East Riverside Avenue • Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755 A Division of CLC Assocfates Inc. Test RQSU'lhs U.S. SIEVE OPENING IN INCHES I U.S. SIEVE NUMBERS I HYDROMETER ~ 6 4 3 2 1 1 314 123l8 3 q 6 810 1416 20 30 40 50 60 100 140200 100 - 95-- f l ~ • • • 1\ in vv 75 - - 70 - - 65 - F- _ ~ T ~ Wc^ ~ - ~ ~ W ~y ~ I~A ' ~ ~ Z w • ~ . F- 45 - - v - ' - ~ qp - - a ~ 35 ~ 3p • \ 25 - ' . ~ \ - 20_- --T---- ~ _ ~ 15 10- : ~ " - - - ~ . ~ : . ~ 5 - ' - 0~ 1~=- 10 , - O`~0.01 0.001 GRAIN SIZE IN MILLIMETERS COBBLES GRAVEL ~ SAND SILT OR CLAY coarse ~ fine ~ coarse ~ medium I fire ~ Specimen Identification ~ Description of Material LL ~ PL ~ PI ~ Cc ~ Cu • 1 835 1.0 ~ CSBC 14.32 117.71 mi L Limit CSBC 1.0 ~ WELL-GRADED GRAVEL with SAND(G1N) 12.53 121.43 Al U Limit CSBC 1.0 1 11.40 175.83 Speamen Identification ~ D100 ~ D60 ~ D30 ~ D10 ~ %Gravel ~ °kSand ~ °r6Sift I °kClay • 1 835 1.0 31.5 ~ 15.09 ~ 7.454 ~ 0.852 ~ 79.6 ~ 15.1 ~ 5.3 s m ~ L Limit CSBC 1.0 ~ 31.5 ~ 18.321 ~ 6.3 ~ 0.855 ~ 72.8 ~ 27.2 0.0 aA ~ U Limit CSBC 1.0 31.5 ~ 8.595 ~ 1.168 ~ 0.113 ~ 53.4 39.1 ~ 7.5 " GRAIN SIZE DISTRIBUTION " o o Project: Riverwalk 11 th ~ Locafion: Intand Sullivan Pit ~ JFrJF NORTHWEST Number: c-70-so20105 ~ ~ 145 ~ _ 140 ~ 135 Laboratory ID No. 8351.0 M Description of Material h 130 Test Method ASTM D1557 Method C ~ 125 TEST RESULTS Maximum Dry Density 134.5 PCF 120 Optimum Water Content 4•5 % ~ ~ ~ ATTERBERG LIMITS W 115 0 LL PL PI ~ 0 ~ 110 ~ -r Curves of 100% Saturation for Specific Gravity Equal to: 2.80 105 2.70 2.60 100 95 90 s ~ ~ ''+I+ I+ a ~ 85 ~ 0 5 10 15 20 25 30 35 " WATER CONTENT, 96 0 ° MOISTURE-DENSITY RELATIQNSHIP 0 Project: Riverwalk 11th a 0 o Location: Grizzly Stockpile JWrff NORTHWEST Number: c-70-S020105 , U.S. SfEVE OPENING IN II S I U.S. S1EVE NUMBERS I HYDROMETER 6 4 3 2 1.5 1 1R318 3 4 6 810 1416 20 30 40 50 60 100140200 100 - 95 - " 90 - - ~ ~ ~ ~ ~ ~ • ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 1\ 85 - - so - - 75 ; -~~r-=- 70 : - 65 - ~ ~ 60 ~ } 55 - m . . W 50- - Z m ~ W - - ' ~ ~ ~ ~ ~ : ' ~ ' ~ ~ ~ ' ~ ~ ~ ~ ~ . ' • ~ ~ ~ ~ ~ ' ' ~ ~ ~ ~ ~ ~ w - - a 35 - : . \ . 30 ~ - ---t- ~ 25 , ~ ~ 20 _ - _ ~ T ~ ~ ~ _ ~ ♦ . ~ ~ ~ ~ ~ ~ _ _ ~ \ _ _ ~ _ ~ ~ ~ _ _ ~ _ ~ ~ ~ 15 - ~ 10 - - - ~ ' ~ ' 5- - - - 0 ' - 100 10 1 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS COBBLES GRAVEL ( SAND SILT OR CLAY ooarse I flne I coarse I medium I fine Specimen Identification ~ Description of Material ~ LL ~ PL ~ PI ~ Cc I Cu • 1 823 1.0 1 1 5.32 163.13 m~ I limit CSTC 1.0 ~ POORLY GRADED SAND with GRAVEL(SP) 1 10.66 114.94 A ~ U limit CSTC 1.0 1 11•59 138.01 Speamen Identification ~ D100 ~ D60 ~ D30 ~ D10 ~%Gravel I %Sand ~%Sift I %Clay • 1 823 1.0 1 19 1 4.841 1 1.405 1 0.077 1 40.6 1 49.5 1 9.9 g m ~ I limit CSTC 1.0 ~ 19 ~ 7.122 ~ 1.501 ~ 0.477 ~ 49.9 ~ 50.1 ~ 0.0 U limit CSTC 1.0 ~ 19 ~ 2.851 ~ 0.584 ~ 0.075 ~ 30.3 ~ 59.7 ~ 10.0 ~ I I I I 1 I I. I ~ I I I 1 I 1 I I ~ GRAIN SIZE DISTRIBUTION , o Project: Riverwalk 11th ~ ~ Location: Grizzly Stockpile ~ JWTJ NORTHWEST Number: C-70-so20105 ~ , : 145 ~ 140 135 Laboratory ID No. 8231.0 Description of Material 130 ~ Test Method ASTM D1557 Method B 125 TEST RESULTS Maximum Dry Density 138.2 PCF 120 Optimum Water Content 7,0 % ~ ATTERBERG LIMITS W 115 0 ~ LL PL PI 0 110 Curves of 100% Saturation for Specific Gravity Equal to: 2.80 105 2.70 2.60 100 VFNA 95 90 s cn ~ ~ 85 0 5 10 15 20 25 30 35 t ~ WATER CONTENT, 96 MOISTURE-DENSITY RELATIONSHIP ~ 0 Project: Riverwalk 11th 0 ~ Location: Grizziy Stockpile NORTHWEST Number: c-70-so20105 ~ U.S. SIEVE OPENING IN It S I U.S. SIEVE NUMBERS I HYDROMETER 6 4 3 2 1.5 1 4 123/8 3 4 6 810 1416 20 30 40 50 60 100 140200 100 - , 95 so ~ ' _ - ~ as ~ - ~ - ~ so 75 : 70 ~ : . m iL . . W 50- Z : . LL. ' Z ~ - - W • ~ 40- - - ~ - - w ~ a ~ 35 ' - - 30 - ' - . 25 - - ~ 15 - ~ 10-- : - - . 5 - ' - : - - : - - 100 10 1 0.1 Y 0.01 0.001 GRAIN SIZE IN MILLIMETERS COBBLES GRAVEL SAND SILT OR CIAY coarse I fine coarse I medium I firie Speamen Identification I Description of Material ~ LL ~ PL ~ PI ~ Cc ~ Cu • 1 838 1.0 1 . ACP Speamen Identification ~ D100 ~ D60 ~ D30 ~ D10 ~°kGravel I °r6Sand ~%Sift I %Ciay • l 838 1.0 1 19 1 4.553 1 0.893 1 1 39.0 1 47.0 1 14.0 ~ I I I l 1 I I. I ~ I I I I I I I I ~ GRAIN SIZE DISTRIBUTION 0 Project: Rivervvalk 11 th ~ Location: Grizzty Stockpile ~ JFTff NORTHINEST Number: c-70-so20105 ~ ~ 145 140 ` , 135 Laboratory ID No. 805 833.0 Description of Material 130 Test Method ASTM D1557 Method B 125 TEST RESULTS Maximum Dry Density 138.0 PCF 120 Optimum Water Content 7.0 % ~ ~ ATTERBERG LIMITS W 115 0 ~ LL PL PI 0 ~ 110 Curves of 100% Saturation for Speafic Gravity Equal to: 2.80 105 2.70 2.60 100 95 90 a ~ $ 0 5 10 15 20 25 30 35 ~ WATER CONTENT, % MOISTURE-DENSITY RELATIONSHIP Project: Rivetwalk 11th a 0 o Location: Grizzly Stockpile - ~ JWrff NORTHWEST Number: c-70-so20105 E , T U.S. SIEVE OPENWG IN IP S I U.S. SIEVE NUMBERS I HYDROMETER 6 4 3 2 1.5 1 4 1/23/8 3 4 6 810 1416 20 30 40 50 60 100140200 100 " 95 . i ' g0 - g5 ' - - g0 : 75 ' . ` • : 70 ' - - 65-- ~ - ~ - ~ 60-- ! - " m 55' ~ . . W rjQ . - Z : LA- ' Z ~ . - - W ~ 40 : - • W • a 35 • ' - 30 ' - ~ ~ . . ~ - 25 - ' - \ 20-- ~ , 5 . . " 'Ip - - - 5 ' - - 0 - - ' - - - - - - - - 100 10 1 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS COBBLES GRAVEL ~ SAND SILT OR CLAY coarse I fine ~ coarse I medium I fine Speamen Identification ~ Description of Material ~ LL ~ PL ~ PI ~ Cc ~ Cu • ~ 805 833.0 2•08 153.07 Speamen Identification ~ D100 ~ D60 ~ D30 ~ D10 ~%Gravel ~%Sand ~°kSilt I %CIay • ~ 805 833.0 ~ 19.1 ~ 4.054 ~ 0.803 ~ 0.076 ~ 37.1 ~ 53.0 9.9 ~I I I I 1 1 I I ~ dl GRAIN SIZE DISTRIBUTI N 0 Project: Rivervvalk 11th ~ ; Location: Grizzty Stockpile ~ NORTHWEST Number: c-70-so20105 ~ . Report of Compression Test Results ,JWr,ff NORTHWEST Report # : 9 2214 East Riverside RepoR Date: 5/28/2002 Spokane WA 99202 Job Number: C-70-S020105 Office: (509) 534-9711 Job Name: Riverwalk 11th Fax: (509) 534-9755 Project Manager: Bob Graham Specimen Type: 6x12" Concrete cylinders ASTM-C39 Mix and Field Data Gast Date: 5/2812002 Cornractor. Ed Loshbaugh & Sons, Inc. Piacement: Curb and Gutter Str+ength: 3000 psi @ 28 Days Inspector: Tim Johnson Mix ID: 321112 Actuai Supplier: Central Pre-Mix Slump (in.) ASTM C443: 1" Load Air Content ASTM C-231: 5.096 Truck 35 Unit Weight (pcf) ASTM C-138: N/A Ticket 124933 Concmte Temp. (°F): 67° Plant # : 6atch Site: 10 Ambient Temp. (°F): 60° Water: 0 Weather: Partly Cloudy Admixtur+e: Daravair Time . Batch Time: 7:40 AM Remarks: 0 Sample Time: 8:05 AM Finish Time: 8:20 AM Test Resuits Actuat Bmak Nominal Area Load Strength Break 96 of Lab # Date Rec'd Test Date Time Age (days) Size (in x in) (Ibs) (psi) Type Req'd 603 a 5/29/2002 6/4 1/0 7 6x12" 28.27 114085 4040 CN 135% b 5l29f2002 6/25 1/0 28 6x12" 0.00 0 NA 0 NA c 5/29/2002 6/25 110 28 6x12" 0.00 0 NA 0 NA d 5/29f2002 Hold Break Types -(CN) Cone, (CSP) Cone Split, (CSH) Cone Stear, (SH) Shear, (CO) Columrrar Reviewed 8y: "c-otribution Client: File: Producer: Others: Report of Compression Test Results , . NORTHWEST ~ Report # : 16 2214 East Riverside Report Date: 7/18/2002 Spokane WA 99202 Job Number: C-70-S020105 Off-ice: (509) 534-9711 Job Name: Riverwalk 11 th Fax: (509) 534-9755 Project Manager: Bob Graham Specimen Type: 6x12" Concrete cylinders ASTM-C39 Mix and Field Data Cast Date: 7/18/2002 Contractor: Johnson Concrete Placement: Sidewalk, sampte taken at 17+00It Shannon Lane Strength: 3000 psi cLD 28 Days Inspector: Mike Cunningham Mjx ID: 321132 Actual Supplier: CPM Slump (in.) ASTM C-143: 6.0" Load 2 of 4 Air Content ASTM C•231: 3.596 Truck 38 Unit Weight (pcf) ASTM C-138: N/A Ticket 128472 Concrete Temp. (°F): 67°F 0 Plarrt # : 1 Batch Size: 9.0yd9 Ambient Temp. (°F): 66°F Water: 0.0 gal. Weather: Clear Admixture: Daravair Time . Batch Time: 7:19 AM Remarks: 0 Sampte Time: 8:10 AM Finish Time: 8:25 AM Test Results Actual Break Nominal Area Load Strength Br+eak % of Lab # Date Rec'd Test Date Time Age (days) Si=e (In x in) (Ibs) (psi) Type Req'd 636 a 7/19/2002 7/25 9:30 7 6x12" 28.27 89415 3160 CN 105°rb b 7/19/2002 8/15 1/0 28 6x12" 0.00 0 NA 0 NA c 7/19/2002 8/15 1/0 28 6x12" 0.00 0 NA 0 NA d 7/19/2002 07/25 9:30 7 6x1 Z" 28.27 90425 3200 CN 106g6 Break Types -(CN) Cone, (CSP) Cone Split, (CSH) Cone Shear, (SH) Shear, (CO) Columnar Reviewed By: . , ?--~`~tribution ~ Client: File: Producer: Others: Report of Compression Test Results Tj NORTHWEST Report # : s 2214 East Riverside Report Date: 5/28/2002 Spokane WA 99202 Job Number: C-70-S020105 Office: (509) 534-9711 Job Name: RIVERWALK 11 TH Fax: (509) 534-9755 Project Manager: BOB GRAHAM Specimen Type: 6x12" Concrete cylinders ASTM-C39 Mix and Field Data Cast Date: 5/28/2002 Contractor: Placement: 39+00 RIVERWALK LN. Strength: 3000 psi @ 28 Days Inspector: TIM JOHNSON Mix ID: 321112 Actual Supplier: CPM Slump (in.) ASTM C-143: 1" Load 1 OF 1 Air Content ASTM C-231: 5.0°k Truck 35 Unit Weight (pcf) ASTM C-138: Ticket # : 124933 Concrete Temp. (°F): 67° Plant # : Batch Size: 10 CY Ambient Temp. (°F): 60° Water: 0 Weather: P/C Admixture: OARAVAIR Time Batch Time: 7:40 AM Remarks: 0 Sample Time: 8:05 AM Finish Time: 8:20 AM Test Results Actual Break Nom(nal Area Load Strength Break % of Lab # Date Rec'd Test Date Time Age (days) Size (in x in) (Ibs) (psi) Type Req'd 603 a 5/29/2002 6/4 1/0 7 6x12" 28.27 114085 4040 C 135% b 5/29/2002 6125 1/0 28 6x12" 28.27 130750 4630 D 154% c 5/29/2002 6/25 1/0 28 6x12" 28.27 114230 4040 D 135% d 5/29/2002 Hold Break Types -(CN) Cone, (CSP) Cone Sptit, (CSH) Cone Shear, (SH) Shear, (CO) Columnar Reviewed By: G / f^' -tribution Client: File: Producer: Others: Field RePorts - - . . ~ / . ~~~'ST ~ ; s~1 NpR . L .~cTioN ~G . . INSp p~t0 . a. ► ISD ' ~ 1i 4 -bc , ~lj `2 ~ ' ~ s~ :•-~N At- ~ • ; ! C . L ~oLE a r ~ C,cpNCRE, S~~ER ,~ypE E 5"STORNj 1NSpE~ S~SEVIER . S . ~ , , l~~l s 1 sTiNo ~ . _ LOG IlSSYECTIpN , V , A.,,,~-- ~~l . . ~C~`. 1/ . ' . SP~.~~ , ~3 ~ ~ e ~ ~ ~ 1~ ~ ~ i- T ~ ~ ~ ~ • - ! - • ~,-lv'~'~ . , IL L I ' • ,CONS~~R C E S"g~ORI~ ~gpE S5,SE~RP~P ° STf NORTHWEST DAi Y FIELD REPORT 1 2214 East Riverside Spokane, WA 99202 . + ~ ~ . ~ ~ Proiect InfoRnation Project Narrte: Date: Riverwalk 11 th Addition 4/9/2002 Project No.: Report No.: c-7as020105 1 Weathef Arrival Twne: Oeparhtre Time: Overcast, 45°f 1:00 1:30 Client Local ReExesenfiative / phone nunbw C&L Development, L.L.C. Craig Condron Gerteral Conhctor: Site Representative / phone number Ed Loshbaugh & Sons, Inc. Travis Subcontractar STI Projed ManW /phone number Bob Graham 5349711 Page No. of STI Representatives on site 1 1 Mike Cunningham - Manpawier and Equipment llsed No SS installation or backfill activities being conducted at time of site visft Field Observations Amived on site at project manager's request. No personnel present or activity being conducted. 10" sanitary sewer line from existing manhole # 18B to location of Manhole 18C has been installed and bedded. ~ 0 ,r STI Field Repres tative Contractor's Representative THIS DOCUMEP(T AND REFERENCED ADDENDA ARE TO BE CONSlOERED PRQIMINARY UIJTIL REVIEWED AND SIGNED BY THE STI CONSTRUCTION ENGINEER AI+D/OR STT PROJECT MANAGER. ' ,l Reviewed by / Date STI Project fa~nag:er Date Caresparrding Dehaency Report No: Field Report V/2.2 812$/0I iNORTHWEST DA1_ FIELD REPORT s r 2214 East Riverside Spokane, WA 99202 Proiect InformaGon Project Name: Date: Riverwalk 11 th Addition 4/11/2002 Project No.; Report No.: C-70-S020105 2a Weather ARival Time: Departure Time; Cloudy, rainy, cold 9:30 11:00 Client: Local Representative / phone number C&L Development, L.L.C. Craig Condron General Contractor: Site Representative / phone number Ed Loshbaugh & Sons, Inc. Travis Subcontractor STI Project Manager / phone number Bob Graham 534-9711 . Page No. of STI Representatives on site 1 3 Tim Johnson - Manpower and Equipment Used 1-Cat 950E loader, 1-Cat 330L track-hoe, 1-worktruck, 1-optical level w/phillie rod, crew of 3 Field Observations , I arrived on site at contractor's request to test densification of sewer backfill. At the time of arrival, no ~ compacrion had taken place. The compaction crew had yet to arrive on site. I observed the placement of 10" PVC sewer pipe. Contractor was bedding and haunching the pipe with screened native material. I observed the contractor placing MH 18C. The contractor used a level to verify elevations. n, . ~ STI Field presentative Contractor's Representative THfS DOCUMENT AND REFERENCED AQDENDA ARE TO 8E CONSIDERED PRELIMINARY UNTIL REVIEWEO AND SIGNED BY THE STI CONSTRUCTION ENGINEER ANOJOR STI PROJECT MANAGER. f' / j J \'t ( ✓ ~ 'Yrf~1 66el I Reviewed by Date STI Proj e anager ~ Date Corresponding Deficiency Report No: Ficia Report v12.z snWI 191.5 22. 4 N / 191. 5/ 22. 4 189.5/22.2 N ~ NORTH r L ~ 1~1. 189.7/22.2 ~ E XI ST. " ~ MH 22 ~ 9 N 4 5,.~ ~ L11 3 2 " ~ 1 1 ~ 190.8/22 N E X I T. ti ~ J n A -7 MH 231 EXIST 4 VN ,1 ~ EXIS e ~ 3 , , Lo I 2 6 5 EXIST. MH 10 UAY LANE E 1 • ` 2 4 ' 5 3 TRACT "a" MM 1 190.8/21.6 E X I 5 1,00 MH 24 r ~ E IST. ~ 4 190.5 21.5 N~ M 1 3 " 2 , EXIST. 1 ~ 9 Ek . ~ M H 18 ~ 18 -i-SHANNO `r ~ r190.421.5N ~ A ~ 189.621.2N r )1.1 NY `t 4:j,~ jW T~NO~ Riverwalk 11th Addition Job No.: C-70-S020105 - - Field Repqrt : 2 q 2214 E. Riverside 509-534-9711 Date; llo d2 Spokane, WA 99202 509-534-9755 fax Page 2 Of STI NORTHWEST ~ DA, f FIELD REPORT 2214 East Riverside Spokane, WA 99202 ~ Proiect Infamation Project Name: Date: Riverwalk 11 th Addition 4/9/2002 Praject No.: Report No.: c-70-so20105 2b Weather Arriva) Time: Ueparture Time: Overcast, 50°f 2:00 2:30 Ciient Local Reprmntative / phone ntmber C&L Development, L.L.C. Craig Condron General ContraGbor: Site Represemative / pttorre number Ed Loshbaugh & Sons, Inc. Travis SuboontracW STI Project Manager / phone number Bob Graham 534-9711 Psge No. of STI Represeniatives on site 1 1 Mike Cunningham - Manpnw and Equipment Used Field Observations Arrived at Shannon Lane site at contracttor's request. The contractor was in the process of installing 4" side services at the time of my visit. The side service to Lot 6 of Block 3 origin,ates in the barrel of Manhole 18C. The vibratory roller which was expected to be on site earlier today had srill not arrived, therefore, no backfi11 compaction activities have yet begun. , c ~ ~ S1I Field R entative Contractor's Representative THIS DOCUMENT AND REFERENCED ADOENDA ARE TO BE CONSIDERED PRELIMINARY UKT&. REVIEWm AND SIGNED BY TNE STI CONSTRUCTION ENGfNEER AND/OR STI PROJECT MANAGER. R+eviewed bY Date STI ProJ'ec~Manager ~ Date Corresporrding Deficiency ReW No: Fiela Report v2.2 8128101 ~ STI NORTHWEST DAk. Y FIELD REPORT ~ 2214 East Riverside Spokane, WA 99202 / ~ ~ . Proiect Information Prolect Name: Date: Riverwalk 11 th Addition 4112/2002 Project No.: Report No.: c-70-so20105 3 Weather Arrival Time: Departure Time: Pt cldy, 55°F 12:00 Z:oo Clienr Local RWesenhative / phone number C&L Development, L.L.C. Craig Condron Gemral Gontractor: Site Repmentative / phorre number Ed Loshbaugh & Sons, Inc. Travis Subc:antrador STI ProJed Marrager / phorte number Bob Graham 534-9711 Page (Vo. of STI Representatives on site 1 1 Mike Cunningham - Manpawer and Equoment Used ' Cat 950E Loader, IR SP-48DD smootfi drum vibratory roller, Cat 330L excavator, Crew of 4 Field Obseivations Arrived on site at contractor's request. Shannon Lane backfill of native material placed and compacted at -4.5 ft. below existing pavement. Side services backfilled and compacted sloping from 4.5 ft. at 10" SS 0 trench to approximate grade at side service cap. Riverwalk Lane 10" SS bedded in gravelly sand. 4" side services entering Manhole 24 from Northwest and Southwest. A 4" side service enters the 10" SS from the north at 5.6 ft. east of MH 24 ctr. and a 4" side service enters the 10" SS from the south at 24.6 ft.east of MH 24 ctr. Lift at --4.5 ft. on Shannon Lane tested by soil probe from 19+30 to, and around, MH 18C was firm and unyielding with minimal probe penetration. Lift at -2.0 ft. on Shannon Lane tested by soil probe from existing manhole to, and around, MH 18C was firm and uayielding with minimal probe penetration. 10" SS main on Riverwalk Lane was installed and bedded when I arrived on site. Side services to Lot 1 Block 1, and Lot 2 Block 1 on Riverwalk Lane were installed to slope and bedded using hand level, grade rod, and h-ansit. ~ ~ ` G STI Field R entative Contractor's Representative THIS DOCUMENT M!D REFERENCED ADDENDA ARE TO BE CONSIDERED PRELIMINARY UNTIL REVIEWED AND SIGNED BY THE STI CONSTRUCfION ENGINEER AND/OR STI PROJECT MANAGER. , i Reviewed by Date STI Pro' r Date , Corresponding Deficienc.y Report No: ,~W Report .7,2 sr29101 NORTHWEST DA_ Y FIELD REPORT ST/ ~ 2214 East Riverside Spokane, WA 99202 %Proiect Inforrnation Protect Name: Date: Riverwalk 11 th Addition 4/15/2002 Project No.: Repart No.: c-70-so20105 4 Weather Arrival Time: Departure Time: Overcast, cool 11:30 12:00 Clienfi Local Representative ! phone nunber C&L Development, L.L.C. Craig Condron General Contrractor: Site Representative / phorte numbef Ed Loshbaugh & Sons, Inc. Travis SubcontracV STI Project Managef / phoRe number Bob Graham 5349711 Page No. of STI Representatives on site 1 3 Bob Graham - Manpower and Equortent Used Cat 950E Loader, Crew of 4 Fietd Observatiors I arrived on site at contractor's request to observe air pressure testing of the 10" sewer line between MH's 18B & 18C on Shannon Lane. At the time of my arrival, the line bad held 4 psi for --one hour. I observed the test for another 15 minutes and requested the pressure be released so I could verify the gauge. The test appeared to meet the AWWA/Spokane Couniy specifications. STI Field R resentative Contractor's Representative THIS DOCUMIENT AND REFERENCED ADDENDA ARE TO BE OONSfDERED Pft0.1MINARY UIJT(L REVIEWW AND SIGNm BY TFiE STI (?ONSTRUCTION ENGINEER AND/OR STI PROJECT MANAGER. -J52 ~ ~~~o (3 +11'' LO ~ Reviewed by Date STI Proj ect anager Date Corresponding Qeflcieruy Report No: FieW xepon v2.2 9/28r01 ~ PAG E 2 of 3 PROJECT NAME: Riverwalk 11th Addition NoRTHwEST PROJECT NUMBER: C-70-S020105 AIR AND MANDREL FIELD TEST RESULTS REPORT No. 4 2214 E RIVERSIDE, SPOKANE, WA 99202 DATE: 4-15-02 (509)534-9711 FAX (509)534-9755 TECH: Bob Graham LOCATION MANDREL MAIN PIPE MAIN SERVICE SERVICE TIME PRESSURE PASS COMMENTS Manhole to Manhole DIAMETER DIAMETER LENGTH DIAMETER LENGTH 1 FAIL (to 1/4 inch) (Inches) (feet) (inches) (feet) (Minutes) PSI 1813-18C 10 ~ 320 ~ 4 ~-400 ~>60 ~ 4 ( P ~ air only I I I I I I 1 I I I I I I I 1 I I I I I I I I I I I I I I I I I I 1 I I 1 I I 1 I I I I I I I I I I I I I I I I 1 1 I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I 1 I I I I I 1 I 1 I I I I 1 I I I I I I I I I 1 I I I I I I I I I I 1 I I I I I I I I I l I I I I I I I 1 I I I I I I I I I I I I O:ISTIIFORMS v1.0 4/01 191.5/22.4 N 191.5/22.4 ~ 189.5/22.2 N NORTH ~ L ~ ~189.7/22.2 N r EXIST." , M H 22 - ~ 9 N 4 5 3 ~ ~ ~ - ~ 2 C19.8/22 N ~ - EXI T. ~ ~w~~~ • ~ ~ ~r ~r ...p . MH ~~EXI T ' 4 EXIS 3 6 2 v L ~ ^ J 5 EXIST. MH 10 , E I 5 2 ~r 3 -kl ~ UAY LANE TRACT "A" MH' 1 190.8/21.6 EXI r ~ T" -1" ~ MH 24 E IST. _ 4 190.5 21.5 N ~ M 1 , 5 A „ EXIST. 2 EX~ . ~ M H 18 V~ 19 18 ~-SHAN 0 ~r / k r A 189.6 21.2 1190.4 2 5 f~ 1.1 NY . ~ jF7"/NORnxwM Riverwalk 11th Addition Job No.: C-70-S020105 Field Report 2214 E. Riverside 509-534-97 ] 1 Date: 4//,i /o Z so `mm A t Ot TtJTEA) Spokane, WA 99202 509-534-9755 faac Page Z Of 3 NORTHWEST DAk_ . y FIELD REPORT 2214 East Riverside Spokane, WA 99202 - Pro'tect Information Project Name: Date: Riverwalk 11 th Addition 4/16/2002 Project No.: Report No.: C-70-S020105 5 Weather Arrival Time: Departure Time: Cloudy, rainy, cold 8:30 10:30 Client: Local Representa6ve / phone number C&L Development, L.L.C. Craig Condron General Contractor: Site Representative / phone number Ed Loshbaugh & Sons, Inc. Travis Subcontractor STI Project Manager / phone number Bob Graham 534-9711 Page No. of STI Representatives on site 1 3 Tim Johnson - Manpower and Equipment Used 1-Cat 950E loader, 1-worktruck, crew of 3 Field Observations I arrived on site at contractor's request to observe air and mandrel testing of the 10" sewer line between existing MH 23 and MH 24 on Riverwalk Ln. Both air and mandrel tests passed. The 10" sewer line between MH 18B and MH 18C on Shannon Ln. was mandrel tested and appeared to be free of obstructions. The tests appeared to meet the AWWA/Spokane County specifications. . ~ ~ STI Field R resentative Contractor's Representative THIS QOCUMENT AND REFERENCED ADDENDA ARE TO BE CONSIDERED PRELIMINARY UNTIL REVIEWED AND SIGNED BY THE STI CONSTRUCTION ENGINEER ANDIOR STI PROJECT MANAGER. Reviewed by v Date STI Project anager ~ Date Corresponding Deficiency Report No: Fiela Rcpon v2.2 8n8101 ! . _ . PAGE 2 of 3 PROJECT NAME: Riverwalk 11th Addition NoRTHwEST PROJECT NUMBER: C-70-S020105 AIR AND MANDREL FIELD TEST RESULTS REPORT No. 5 2214 E RIVERSIDE, SPOKANE, WA 99202 DATE: 4-16-02 (509)534-9711 FAX (509)534-9755 TECH: Tim Johnson 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 186 -18C ~ 9'/4 ~ 10 ~ 320 ~ - ~ - J - J - ~ P( mandrel only 20 - 24 ~ 9'/4 ~ 10 ~ 217 ~ 4" ~ 137 ~ 15 ~ 5 ~ P ~ air & mandrel I I I 1 I I I I I I I I I I 1 1 I I I I I I I I 1 I I I I I I I I I I I ~ I I 1 I I I 1 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 l I I I I I I I I 1 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 1 I I I I I1 I I I I I I I I I I I I I I I I I I 1 I I I I I I O:ISTIIFORMS v1.0 4/01 • . Ql91.5/22.4 N 191.5/22.4 . ~ ~ 189.5/22.2 N - • , ~ ~ NORTH L ^ 1 189.7/22.2 N , EXIST. : M H 22 i 4 5 9 N 3 2 190.8/22 N ~ EXI T. r - r r / ry~' y...MH 231 `/\IJT ~ -3 4 ~ EXIS ~ L r 6w o , 2 %i nJ x \J U ~ 1- GA,5 ~ / - E X I S T. MH 10 , VAY LANE E 1 5` 2 TRACT „A" M~1 190.8/21.6 EXI 5 t I .•T„ ~ MH 24 E IST. 190.5 21.5 N ~M 1 •~'3 A " EXIS . 2 G ' 19 ~ ~n ~ EXF . MH 8 . 18 ~ . HANNO k 189.621.2N ~-190.421.5N 11 r ~ ~ .1 N ;j W rl NOm.Hwm Riverwalk 11th Addition Job No.: C-10-S020105 _ Field Re rt ~ 2214 E. Riverside 509-534-9711 Date: R-1b 62 Spokane, WA 99202 509-534-9755 fax Page I Of I NORTHWEST DAi._ _ V FIELD REPORT 2214 East Riverside Spokane, WA 99202 ~ i - Proiect information Project Name: Date: Riverwalk 11 m Addition 4/23/2002 Project No.: Report No.: C-70-S020105 6 Weather Arrival Time: Departure Time: Cloudy, rainy, cold 8:30 10:30 Client: Local Representative J phone number C&L Development, L.L.C. Craig Condron General Contractor: Site Representative / phone number Ed Loshbaugh & Sons, Inc. Travis Subc;ontractor STI Project Manager / phone number Bob Graham 534-9711 Page No. of STI Representatives on site 1 2 Tim Johnson - Manpower and Equipment Used 1-Cat 950E loader,1-Cat 330L excavator,1-worktruck, crew of 3 Field Observations I arrived on site at contractor's request to observe placement of a Type 'B'drywell. The contractor had wrapped the precast barrel sections in filter fabric. The contractor placed filter fabric in the excavation and then placed the drywell inside. The dimensions of the excavation appeared to permit the use of 40 tons of 1-3" of washed gravel backfill in accordance with Spokane County Standard Plans sheet B-1 a. The contractor used an optical level to ensure the drywell was placed at the proper elevation. ~ ~ . ~ . . STI Field Re esentative Contractor's Representative THIS DOCUMENT AND REFERENCED ADDENDA ARE TO BE CONSIDERED PRELIMINARY UNTIL REVIEWED AND SIGNED BY THE STI CONSTRUCTION ENGINEER AND/OR STI PROJECT MANAGER. 3"rl~ Reviewed by Date STI Proj effManager Date Corresponding Deficiency Report No: Fiela Repon vz.z 8n9/01 , > > ` ' . 191.5/22.4 N Q.91.5/22.4 ~ ~ 189.5/22.2 N . ~ . ~ 0 NORTH ~ EXIST.~ ' ~ . ~189.7/22.2 N fi ' 5 MH 22 L ~ ~ . 9N 3 190.8/22 N J , , F. E X I T. µAJ_.'T•'^ M,H 231 r r EXISI. ~ . . 4 EXIS . ^ ? r ~ ~ ' L ~ 6 - ~ d 2 Q ' U . 5 rE XIST. 4 , MH 10 VAY LANE E 1 5` 2 3 r 7 "TRACT "A„ M ki' 1 190.8/21.6 EXI i -lVFR S r .-ri ✓ 190.521.5 f~ IST. 4 MH 24 ~ E M ~ 3 ~ °I V ^ ~ r ~ 2 ' EXIST. Al 19 EX~ . MH 18 ~ n r 18 v 7-SHANNO . ~ > rr190.421.5N ~ 4.,/ 189.621.2N r 1.1 N JVrffN0FZn4WW Riverwalk 11th Addition Job No.: C-70-S020105 Field Report ~ 2214 E. Riverside 509-534-9711 Date: ~ 2c~c,~ Spokane, WA 99202 509-534-9755 fax PageLOf ~ DA.L. . Y FIELD REPORT STI NORTHWEST ~ 2214 East ~versiae Spokane, WA 99202 J Proiect Infamation Project Name: Date: Riverwalk 1111 Addition 5I23/2002 Project No.: Report No.: c-70-so20105 7 Weather Arrival Time: Departure Time: Pt Cldy, 47°F 9:30 10:55 Ciienk Local Repremtative / phone number C&L Development, L.L.C. Craig Condron Gerteral Contracbor: Site Repre9entative / phone numbff Ed Loshbaugh & Sons, Inc. Travis Subcontractor STI Projed Manager / phorte number Bob Graham 534-9711 Page No. of STI ReExeserrtatives on site 1 4 Mike Cunningham ~ Manpower and Eguipment Used 1-Cat 950E loader,1-IR SP48DD Vibratory Roller, Crew of three in morning, two in afternoon Field Observations I arrived on site at contractor's request to test densification of roadbed subgrade and CSTC for curb and ~ gutter bedding on both Sha,nnon Ln. and Riverwalk Ln. Due to the extremely rocky naiure of the native material used for roadbed, soil probe testing was conducted. The roadbed appeared to be in a firm and unyielding condition on both Riverwalk and Shannon with the exception of the top 1" which was sloppy due to action of the loader during placement and wheel rolli.ng of the CSTC for curb and gutter bedding after yesterday's rain. I observed several puddles on Riverwallc, but the material at the bottom of the puddles was firm and unyielding. I retunaed to the srte after a roller had been delivered and the CSTC had been compacted. At this tune I observed that -1/3 of the CSTC on Riverwalk exhibited pumping under foot pressure. Nuclear density testing of this material yielded results of 88-93% of optimum density with one 95% reading. The CSTC on Shannon appeared to be in much better condition, but density tests were sti11 in the 89-94% range with one 95% reading. Two cycles of rerolling and retesting of the right side of Shannon Ln. were conducted without any appreciable improvement in results. I reauned to the site after more rerolling of the right side of Sh.annon Ln. and retested there and the right side of Riverwalk after it was allowed to dry for several hours. No improvement was observed in either locaLion. See "Report of Field Compaction Tests". . ` ~ STI Field Rep tative Contractor's Representative THlS DOCUMENT AND REFERFNCED ADDENDA ARE TO BE CONSIDERED PRELIMINARY UNTIL REVIEWED AND SIGlVED BY THE STI CONSTRUCTION ENGINEER AND/OR STI Pi20JECT MANAGER. ~ Reviewed by Date ST'I Project Manager Date Caresponcfing Defiaenc.y Report 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: 5/2312002 Project Narne: Rivervvalk l lth Additian Client: C&L Development, L.L.C. Project C-70-S020105 Tec6nician: Mike Cuaningham Fie1d Report No.: 7 Density Std.: 47582 Page: 2 of 4 Moisture Std: 10424 Guage Id.: CPN MC-1 MD 10306064 VI/et Dry Compaction Maets Test ~tion ~P~ Below ~Sl Moisiure Material R,d Percent Spec Retest of DT No. No. SG Elevation (~F) % Type Compaction ) #1 Riverwalk Ln. 37+15 rt top of CSTC 129.7 ~ 6.0 122.4 ~ 1 ~ 95 ~ 88 N ~ #2 ~ Riverwalk Ln. 37+70 rt 137.6 ~ 6.6 129.0 ~ 1 ~ 95 ~ 93 N ~ #3 Riveawalk Ln. 38+40 rt 138.2 ~ 6.8 129.4 1 ~ 95 93 N #4 Riverwalk Ln. 39+00 rt " 135.1 5.8 127.6 1 ~ 95 92 N #5 ~ Rivervvalk Ln. 39+50 rt " 134.1 5.4 127.1 ~ 1 ~ 95 ~ 92 ~ N ~ #6 ~ Riverwalk Ln. 38+901t 139.4 ~ 5.8 131.8 1 ~ 95 ~ 95 Y ~ #7 ~ Riverwalk Ln. 37+651t 131.3 6.8 122.9 1 ~ 95 88 N ~ #8 Shannon Ln 17+15 rt 136.6 5.7 129.2 ~ 1 ~ 95 93 ~ N ~ r`~~#9 Shannon Ln. 18+35 rt 130.9 6.2 123.5 ~ 1 ~ 95 ~ 89 N ~ \ F 10 Shannon Ln. 19+70 rt " 134.4 4.9 128.1 1 ~ 95 ~ 92 N ~ I 1 I #11 ~ Shazinon Ln. 19+35 rt 140.5 ~ 6.2 132.3 1 ~ 95 ~ 95 ~ Y # 12 ~ Shannon Ln. 18+40 lt " 134.1 6.5 125.9 1 ~ 95 ~ 91 N ~ #13 Shannon Ln. 17+15 lt 138.5 6.5 130.0 ~ 1 ~ 95 ~ 94 N ~ # 14 Shannon Ln. 17+15 rt 134.2 5.7 126.9 1 ~ 95 ~ 91 N ~#8 #15 ~ Shannon Ln. 18+35 rt 131.8 6.1 124.2 1 ~ 95 ~ 89 N ~#9 # 16 ~ Shannon Ln 18+35 rt " 133.5 6.1 125.8 1 ~ 95 ~ 91 N 15 # 17 ~ Shannon Ln. 17+15 rt " 134.6 5.4 127.7 1 ~ 95 ~ 92 N 14 X Modified Froctor ASTM D1557-98 ~ iStandard Proctor ASTM D698-98 Mawrial Description max opt corr. Max No. density moisture density 1 CSTC, Lab#765 138.9 ~ 6.7 ~ ~ , ~ , 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: 5/23/2002 Project Name: Riverwalk l lth Addition Client: C&L Development, L.L.C. Project C-70-S020105 Technician: Mike Cunningham F'ield Report No.: 7b Density Std.: 47582 Page: 2 of 4 Moisture Std: 10424 Guage Id.: CPN MC-1 MD 10306064 Test Depth Below wet Moisture Dry Material ~mpaction Percent Meets Retest of No. Locahon SG Elevation Dens1ty % Density ,I,ype Req'd Compaction Spec DT No. (PCF) (PCF) (Y/N) #18 ~ Shannon Ln. 16+75 rt top of CSTC 133.7 ~ 4.9 125.8 ~ 1 95 ~ 91 ~ N # 19 Shannon Ln. 17+15 rt " 133.7 ~ 4.9 127.5 ~ 1 ~ 95 ~ 92 N # 17 #20 Riverwalk Ln. 38+40 rt 136.5 6.7 127.8 ~ 1 ~ 95 92 N 1 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 I I I I I I I I i ~ I i I M I X iModified Proctor ASTM D 1557-98 ~ +Standard Proctor ASTM D698-98 Material max opt corr. Ma~c No. ~~p~~n density moisture density 1 ~ CSTC, Lab 4765 138.9 ~ 6.7 ~ , , 189.5/22.2 N 191.5~22.4 N 191 5/22.4 ~ ~ NORTH ~ L , 189.7/22.2 N , r EXI~T. ~ MH 22 4 5 9N 3 LO - 2 1 ~ ~ ~ )C , ui~ (90-8/22 N 0 1 ~ . ~ I c. E X I T. MH 231 4 EXIST EXIS ~ 2 6 w ~ 3 5 EXI ST. MH 10 ~ UAY LANE E I . ' 2 5 3 ....y . TRACT "A" MH' 1 1 g~.8/21.6 - a ~ EXI MH 24 E IST. 4 5 190.5 21.5 N ~ M 1 3 . EXIS . ' "2 t % EX~ . M H 19 , 18 HANNO v ~ j a~ ~ •r 6 ~ A 189.621.2N 90.421.5N 11.1 NY Ho~ Riverwalk 11th Addition ' ►~T/ Job No.: C-70-S020105 ~ Field Rep rt 7 2214 E. Riverside 509-534-9711 Date: -57 1310~ Spokane, WA 99202 509-534-9755. fax Page~Of y NORTHWEST FIELD REPORT STf2214 East Riverside Spokane, WA 99202 ~ --'Prolect Infamation Project Name: Date: Riverwalk 11 tfi Addition 5/24/2002 Project No.: Repat No.: c-70-so20105 8 INeather Arrival Time: Deparhne Time: Pt Cldy, 47°F 9:30 10:55 Client Local Representative / phone nunber C&L Development, L.L.C. Craig Cortdron General ContractOr: Site Representative / phorte number Ed Loshbaugh & Sons, Inc. Travis Subcontrador STI Project Martager / phone number Bob Graham 5349711 Page No. of STI Representative.s on site 1 4 Mike Cunningham ~ Maqpower and Equipment Used IR SP48DD Vbratory Roller, Water trudc, Crew of two Field Obsetvations I arrived on site at c,onuactor's request to retest densification of CSTC for curb and gutter bedding on both ~ Shannon Ln. and Riverwalk Ln. The CSTC had been watered and recompacted on Sharmon Ln. before my azrival, Riverwalk Ln. had no watering or recompaction . It appears that lack of adequate moisture was the cause of yesterday's low test results. After Shannon Ln. passed curb aad gutter density tests, Riverwalk Ln. was waxered and recompacted. With some additional compaction, Riverwalk Ln. also met Spokane County standards for curb and gutter base densifica.tion. See "Report of Field Compaction Tests". c ,/"000? ~ STI Field resentative Contractor's Representative 2 THIS DOCUOuENT AND REFERENCED ADDENDA ARE TO BE CONSIOERED PRHIMINARY UNTIL REVIEWED AND SIGNED BY THE STI OONSTRUCTION ENGINEER AND/OR STI PROJECT MANAGER. y ~ _.AI Reviewed by , Date STI Proje t Man.ager f ~ Date Caresponding Deficienc.y Repcxt No: 7 Field Repmt d2.2 8l28101 2214 East Riverside . Spokane, WA 99202 509-534-9711 ~7T# NORTHWEST Fag 509-534-9755 ` ~ REPORT OF I+'IELD COMPACTION TESTS Nuclear Method ASTM D 2922•96 soils and aggregates Date: 5/24/2002 Project Name: Rivemalk l lth Addition Client: C&L Development, L.L.C. Prnject C-70-S020105 Technician: Mike Cunningham Field Report No.: S Density Std.: 47582 Page: 2 of 4 Moisture Std: 10424 Guage Id.: CPN MC-1 NID 10306064 Wet Dry Compaction Meets Test Depth Below Moisture Material Percent Retest of I.ocation Density o Density Req'd Spec DT No. No. SG Elevation (~F) /o (~F) Type (oo) Compaction (Y~) #1 ~ Sh.annon Ln 17+05 rt top of CSTC 142.8 ~ 6.8 ~ 133.8 ~ 1 ~ 95 ~ 96 Y ~ #2 ~ Shannon Ln. 18+00 rt 141.5 ~ 6.5 ~ 132.9 ~ 1 ~ 95 ~ 96 Y ~ #3 Shannon Ln. 18+70 rt 145.8 ~ 6.1 ~ 137.8 1 ~ 95 ~ 99 Y ~ #4 Shazmon Ln. 19+75 rt " 141.7 ~ 4.8 ~ 135.2 1 ~ 95 ~ 97 ~ Y ~ #5 ~ Sh.annon Ln. 19+601t " 140.6 ~ 6.4 132.5 1 ~ 95 95 ~ Y ~ #6 ~ Shannon Ln. 19+10 lt 143.2 ~ 6.7 134.2 ~ 1 ~ 95 97 ~ Y ~ #7 ~ Shannon Ln 18+201t 146.3 ~ 6.8 ~ 137.0 ~ 1 ~ 95 99 ~ Y ~ #8 ~ Shannon Ln. 17+10 lt 145.3 6.6 136.3 ~ 1 ~ 95 98 ~ Y ~ #9 ~ Riverwalk Ln. 37+40 rt 134.3 5.9 126.8 ~ 1 ~ 95 91 ~ N ~ ~_j~#10 Riverwaik Ln. 38+41 rt 135.7 ~ 5.5 ~ 128.6 ~ 1 ~ 95 93 ~ N ~ #11 Riverwalk Ln. 39+30 rt 139.6 6.9 ~ 130.6 ~ 1 95 ~ 94 ~ N~ # 12 Riverwalk Ln. 39+3 0 rt " 140.1 6.3 ~ 131.8 1 95 ~ 95 ~ Y 11 # 13 ~ Riverwalk Ln. 38+45 rt " 135.4 ~ 6.3 ~ 127.4 1 ~ 95 92 ~ N 10 # 14 ~ Riverwalk Ln. 38+45 rt " 139.9 ~ 6.9 ~ 130.8 ~ 1 95 94 ~ N 13 #15 ~ Riverwalk Ln. 37+50 rt " 140.1 6.2 132.0 1 95 ~ 95 ~ Y ~#9 #16 Riverwalk Ln. 37+50 lt " 139.7 5.9 131.9 1 95 ~ 95 ~ Y #17 Riverwalk Ln. 38+151t 139.0 ~ 6.0 131.1 ~ 1 ~ 95 ~ 94 ~ N X ~ Modified Ftnctor ASTM D 15 57-98 Standard Proctor ASTM D698-98 , Material Description max opt corr. Max No. density moisture density 1 ~ CSTC, Lab#765 138.9 ~ 6.7 ~ ; , 2214 East Riverside Spokane, WA 99202 509-534-9711 NORTHWEST Faz 549-534-9755 - REPORT OF FIELD COMPAC'I'ION TESTS Nuclear Method ASTM D 2922-96 soils and aggregates Date: 5l24/2002 Pro}ect Name: Rivervvalk 11 th Addition Client: C&L Development, L.L.C. Project C-70-S020105 Technician: Mike Curvningham Field Report No.: 8 Density Std.: 47582 Page: 2 of 4 Moisture Std: 10424 Guage Id.: CPN MC-1 MD 10306064 Test Depth Below wet Moisture Dry Material COMpactiOn Percent Meets Retest of No. L,ocation SG Elevation Density /o o Density Req'd C Spec DT No. ~F) Type (oo) ompaction (YIN) #18 Riverwalk Ln. 39+151t ~top of CSTC 145.3 ~ 6.3 136.7 ~ 1 95 ~ 98 ~ Y ~ #19 ~ Riverwalk Ln. 38+45 rt " 139.2 ~ 5.8 131.6 ~ 1 ~ 95 ~ 95 ~ Y ~#14 #20 ~ Riverwalk Ln 38+151t 140.3 ~ 6.4 ~ 131.9 1 95 ~ 95 ~ Y 17 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 I I I I I I I I I I I I I I I I I I I I I I I X IModified Proctor ASTM D1557-98 ~ ~Standard Proctor ASTM D698-98 Material Description maac opt corr. Max No. density moistuce density 1 CSTC, Lab#765 138.9 ~ 6.7 ~ r 191.5/ . 22.4 N 191.5/22.4 ~ C189.-5/22.2 N v ~ ~ NORTH ~ ~ • ~ ~ / 2a' 189.7/22.2 N , •r EXIST. : MH 22 4 5 9N 3 L Y~ I ~ ~ r I I >i 190.8/22 N _-EXI T. ~ , , `M H 3^ " EX{ ~ . 4 EXIS . ~ 3 i~ „ ~ ~ " 0 6 q ~ s - 5 E,XIST. ~ T H 10 4 M w UAY LANE E 1 . 5 iq 2 3 ~ M~I' 1 190.8/21.6 TRACT ~~A,~ ^ EXr ~r ~ -VR 5 4 r ST. L . 190.521.5 N 24 E M I~ 3 i v MH - ~ A " ^EXIST. ,2 19 P ^ n ~ MH 8 E~F . 18 ~ . -,SHANNb ~r 189.621.2N ,rri 90.421.5N r 1.1 NY 1 4 ;~`T/NO~ Riverwalk 11th Addition Job No.: C-10-S020105 Field Rep rt 2214 E. Riverside 509-534-9711 Date: 2y /0Z Spokane, WA 99202 509-534-9755 fax Page 41 Of_y V ~ 72NORTHWEST ,.y FIELD REPORT r 4 214 East Riverside Spokane, WA 99202 Proiect Information , Project Name: Date: Riverwalk 11 th Addition 5/28/2002 Project No.: Report No.: C-70-S020105 9 Weather Arrival Time: Departure Time: Pt. Cldy, 66°F 7:30 9:30 Client: Local Representative I phone number C&L Development, L.L.C. Craig Condron General Contractor. Site Representa6ve / phone number Ed Loshbaugh & Sons, Inc. Travis Subcontractor STI Project Manager / phone number Jim Johnson Concrete Bob Graham 534-9711 Page No. of STI Representatives on site 1 3 Tim Johnson - Manpower and Equipment Used 1-curb machine, 1-Case 580k backhoe, 1-utility truck Field Observations I arrived on site at the contractors request to test and inspect concrete for curb and gutter. ~ At the time of arrival Jim Johnson concrete was placing Type 'R' curb and gutter on the north side of ~ Riverwalk Ln. The string line was checked for straightness and slope. It appeared to confrom to the plans. A sample of concrete was obtained at approx. sta 39+00 Riverwalk Ln, and tested for air, slump, and temperature. Four 6X12 test cylinders were poured. After finishing C&G on Riverwalk Ln. the contractor moved on to Shannon Ln. to place Type'R' curb and gutter there. ~ rvt/' J STI Fiel epresentative Contractor's Representative THIS DOCUMENT AND REFERENCED ADDENDA ARE TO BE CONSIDERED PRELIMINARY UNTIL REVIEWED AND SIGNED BY THE STI CONSTRUCTION ENGINEER ANDIOR STI PROJECT MANAGER. Reviewed by Date STI Proje Manager Date Corresponding Deficiency Report No: Fitld Rcport v2.2 8/28101 ~r ` ~L . ~1 191.5/22.4 N 191;5/22.4 189.5/22.2 N NORTH - ~ ~ ~ L 189.7/22.2 N EXIST." -M H 22 4 5 N ~ ~ 3 a ~ . ~ 2 ~ ~ z L 190.8/22 N ~ ~ XI T. ^ ~ X / . • , H 23 ~ i EI T / . ~ EXIS 7 ^ 2 6 i N L 5 ~ EXIST. ~ 4 `M H 10 UAY LANE E I 2 Ny 5 . ~ ` TRACT "A" MH' 1 190.8/21.6 EXI 5 r ~i(FI MH 24 r L E IST. I90.52 I.5 N M 1 A / EXIS EXP . M H 8 19 18 I \J ~SHANNO •r , r 189.621,2N rr190.421.5N 1.1 NY Tl NORTHwFsr Riverwalk 11th Addition . Job No,: C-70-S020105 ~ Field Report cS 2214 E. Riverside 509-534-9711 Date: VZ9, Spokane, WA 99202 509-534-9755 fax Page~Of~ DA, _ Y FIELD REPORT S77NORTHWEST - 2214 East Riverside ~ Spokane, WA 99202 = J Proiect Information Project Name: Date: Riverwalk 11 th Addition 5/30/2002 Project No.: Report No.: C-70-S020105 10 Weather Arrival Time: Departure Time: Sunny, hot 4:00 5:00 Client: Local Representative 1 phone number C&L Development, L.L.C. Craig Condron General Contractor. Site Representative I phone number Ed Loshbaugh & Sons, Inc. Travis Subcontractor STI Project Manager / phone number Bob Graham 534-9711 Page No. of STI Representatives on site 1 3 Tim Johnson ~ Manpower and Equipment Used N/A Field Observations I arrived on site at the contractors request to test and inspect subgrade. When I arrived the contractor had already quito for the day. ~ I took density tests, starting on Riverwalk Ln. I used a Proctor value of 137.5 Pcf, that was a combination of CSTC and screened native material. Density tests of 95% or better were achieved on Riverwalk and Shannon Lane. / r STI Fiel epresentative Contractor's Representative THIS DOCUMENT AND REFERENCED ADDENDA ARE TO 8E CONSIDERED PRELIMINARY UNTIL REVIEWED AND SIGNED BY THE STl CONSTRUCTION ENGINEER AND/OR STI PROJECT MANAGER. -0tv/ 6 / 7 AeP Z Reviewed by Date STI Projert Manager, Date Corresponding Deficiency Report No: Ftcla Report vz 2 8n8101 2214 East Riverside Spokaoe, WA 99202 509-534-9711 NORTHWEST Fax 509-534-9755 REPORT OF FIELD COMPACTION TESTS Nuclear Method ASTM D 2922-96 soils and aggregates Date: 5/30/2002 Project Name: Riverwalk l lth Addition Client: C&L Development, L.L.C. Project C-70-S020105 Technician: Tim Johnson Field Report No.: 10 Density Std.: 47572 Page: 2 of 3 Moisture Std: 10420 Guage Id.: CPN MC-1 MD 10306064 Wet Dry Compaction Meets Test Depth Below Moisture Material Percent Retest of No. Location SG Elevation Densiry o /o Density Req'd Spec DT No ~C~ ~Cfl Type Compaction . ~ Riverwalk Lane I I I I I I I 1 ~ 37+25 ~ 0.0 ~ 143.7 ~ 4.0 ~ 138.2 ~ 3 ~ 95 ~ 100 ~ Y ~ 2 ~ 38+25 ~ 0.0 ~ 143.6 ~ 6.1 ~ 135.3 ~ 3 ~ 95 ~ 95 ~ Y ~ 3 ~ 39+25 ~ 0.0 ~ 137.3 ~ 3.9 132.0 ~ 3 95 ~ 96 ~ Y ~ ~ Shannon Lane 4 ~ 19+50 ~ 0.0 ~ 141.4 ~ 4.6 ~ 135.1 ~ 3 ~ 95 ~ 98 ~ Y ~ 5 ~ 18+25 ~ 0.0 ~ 139.1 ~ 4.9 ~ 132.6 ~ 3 ~ 95 I 96 ~ Y ~ 6 ~ 17+00 ~ 0.0 ~ 145.4 ~ 5.7 ~ 137.5 ~ 3 ~ 95 ~ 100 ~ Y ~ I I I I I I I I I I I I I I I I r 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 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 I I I I I I I I I I I I X IModified Proctor ASTM D1557-98 ~ ~Standard Proctor ASTM D698-98 Material max opt corr. Max ~ No. Description density moisture density 1 ~ CSTC, Lab#765 ( 138.9 ~ 6.7 ~ 2 ~ Screened native material ~ 136.0 3 ~ Mix of #1 &#2 ~ 137.5 J%, 191.5/22.4 N 191.~~'22.4 / 189.5/22.2 N iNin, NORTH r \ ~Y ' @ ^ ~I , I ~ p• ' 189.7/22.2 N r EXIST.~ 4 5 MH 22 9N 0 ^ 3 . , IN 2 ~I ~ 19 0.8 2 2 N z ~ / - • EXI T. ^ ~ ~ -r ~r , . MH 231, 4 -EXIST ' . XIS 3 7 r J , w 6 - ~ .5 J 0,EXIST. 'UAY LANE E 1 • 4 MH 10 ~ 5 2 3 b .p x TRACT "A" ~ MM 1 190.8/21.6 ~ ~ I ~ . EXI 'lOfF 5 r MH 24 r ~ E IST. 4 M 1 3 190.5 21.5 N EXIST. " 2 , o 1EX~ . M H 18 9 18 -,SHANNO J ~ ~r / A y ,~,19 0. 4 21. 5 N ,1.1 N r 189.6 21.2 N k4- ~ ~T~NO~ Riverwalk 11th Addition Job No.; C-70-S020105 Field Report A: 16 2214 E. Riverside 509-534-9711 Date: ~ 30 02 Spokane, WA 99202 509-534-9755.fax Page ~j NOf2THWEST DA. . Y FIELD REPORT STI 2214 East Riverside Spokane, WA 99202 1~---~J Proiect Infamation Project Name: Date: Riverwalk 11 th Addition 613/2002 Project No.: Report No.: C-70-S020105 11 Weather Arrival Time: DeRarture Time: Sunny, warm 8:30 10:00 Ciient: Lor,ai Representative / phane nurrtber C&L Development, L.L.C. Craig Condron General Contractar: Site ReExesentative / phone number Ed Loshbaugh & Sons, Inc. Travis Subcontractar STI Projed Manager / phone number Inland Asphalt Bob Graham 5349711 Page No. of STI Representatives on site 1 3 Bob Graham - Manpower and Equiipment Ussd , Case 602B DD roller, Hypac 6766C DD roller, Cat 140G grader, Athey grader, water truck fi men ~ Field Observatiom I amived on site at contractor's request to observe the placement of CSBC and to check it for densification. At the time of my arrival, the ag,gregate had already been placed and compacted on 0 Riverwalk Ln. My testing confirmed densification in excess of the County 95 percent requirement. Cwb reveal indicated approximately four inches of base rock had been placed. Inland placed centerline hubs which appeared to be in agreement wit}i the specified 2% crown. Base cour.se was also placed on Shannon Ln. wluch again met specifications for depth, croNvn and compaction. I obta.ined a sample of CSTC for laboratory testing. . STI Fiele~tepresent*~e Contractor's Representative THIS DOGUMENT AND REFEREN(ED ADDENDA ARE TO BE OONSIDERED PRELIMINARY UNTIL REVIEWED AND SIGNED BY THE STI OONSTRUCTION ENGINEER ANDIOR STI PROJECT NWNAGER. , ~ Reviewed by Date STI Proje(A/Manager ~ Date Caresponding Deficienc.y ReW No: Fula Reporc V7.2 8/28/01 2214 East Riverside Spokane, WA 99202 509-534-9711 NORTHWEST Fax 509-534-9755 REPORT OF FIELD COMPACTION TESTS Nuclear Method ASTM D 2922-96 soils and aggregates Date: 6/3/2002 Project Name: Riverwalk l lth Addition Client: C&L Development, L.L.C. Project C-70-S020105 Techaician: Bob Graham Field Report No.: 11 Density Std.: 2128 Page: 2 of 3 Moisture Std: 685 ~ Guage Id.: Troxler 19739 Wet Dry Compaction Meets Test Depth Below Moisture Material Percent Retest of Locarion Density a Density Req'd Spec No. SG Elevation ~C~ /o ~,CF) Type (oo) Compaction (Y~ DT No. ~ Riverwalk Lane I I ( I I I I 1 ~ 39+40 RT ~ -5" ~ 146.6 ~ 5.7 ~ 138.7 ~ 1 ~ 95 ~ 98 ~ Y ~ 2 ~ 38+50 LT ~ -5" ~ 146.2 ~ 6.2 ~ 137.6 ~ 1 ~ 95 ~ 97 ~ Y ~ 3 ~ 37+50 cntr ~ -5" ~ 147.7 ~ 5.4 ~ 140.1 ~ 1 ~ 95 ~ 99 ~ Y ~ ~ Shannon Lane 4 ~ 18+75 LT -5" ~ 147.3 ~ 6.5 ~ 138.3 ~ 1 ~ 95 ~ 85 ~ N ~ 5 ~ 1987 RT -5" ~ 147.8 ~ 5.5 ~ 140.1 ~ 1 ~ 95 ~ 98 ~ Y ~ 6 ~ 18+50 cntr ~ -5" ~ 142.6 ~ 5.6 ~ 135.1 ~ 1 ~ 95 ~ 95 ~ Y ~ 4 19+95 RT ~ -5" ~ 145.1 ~ 6.4 ~ 136.4 ~ 1 ~ 95 ~ 96 ~ Y ~ 16+95 LT ~ -5" ~ 146.7 ~ 5.7 ~ 138.6 ~ 1 ~ 95 ~ 98 ~ Y ~ X IModified Proctor ASTM D1557-98 ~ I Standard Proctor ASTM D698-98 Material max opt corr. Max No. Description density moisture density 1 ~ CSBC provided by Inland ~ 142.3 - , ~ ~ 191.5/22.4 N 191.5/22.4 ~ 189.5/22.2 N - f NORTH - ` ^ r so~ _ 7 201- 189.7/22.2 N EXIST. 1 4 5 MH 22 9N 3 R ~ 2 ~i n~~ , ~ ~ ? z 190.8/22 N EXI T. M,H 23" EXI T. - EXIS 3 ~ ` 0 J L 7 v 6 2 T~ ~~n • 5 ~ 4XIST. M H 10 5 2 ,v.. VAY LANE E 1 3 r° ~ ~TRACT "A" Mki' 1 _ 190.8/21.6 EXI -R 1131. '5 t MH 24 E IST. 4 . 21.5 N ` - M 1 ' EXIST. " '2 EXP . MH 18 19 ~ 18 HAN 0N v l -fi A 189.621:2N ,r190.421.5N ' 1.1 N Y~k4V7'/NORTHwE9r Rivenwaik 11th Addition Job No.: C-70-S020105 Field Report#: _.O, 2214 E. Riverside 509-534-9711 Date: 3/o Spokane, Wl~ ~202 509-534-9755 fax PBge 3 Of ~ 0 STJF M~ ~`DA_ Y FIELD REPORT NORTHWEST 2214 East Riversidc ~ Spokanc, WA 99202 Proiect Information Project Name: Date: Riverwalk 11Ih Addition 6/3/2002 Project No.: Report No.: c-70-so20105 12 Weather Arrival Tune: Depariure Time: Sunny, warm 12:30 1:00 Client Local Representative / phone nunber C&L Development, L.L.C. Craig Condron General Contractor. Site Representative / phone numbu Ed Loshbaugh & Sons, Inc. Travis Subcontractor STI Projed Managw / phone number Inland Asphalt Bob Graham 5349711 Page No. of STI ReEuesentative.s on site ~ 3 Bob Graham - Manpower and Equipment Used Case 602B DD roller, Hypac 6766C DD roller, Cat 140G grader, Athey grader, water bruck 6 men Field obsenrabons I arrived on site at contractor's request to observe the placement of CSTC and to check it for densification. At the tune of my arrival, the aggregate had already been placed and compacted oo both of ~ the roads in the project. The contractor was doing final shaping. My testing confirmed densificaxion in excess of the County 95 percent requirement. Curb reveal indicated approximately three inches of rock had been placed resulting in a two inch reveal for asphalt. Inland placed centerline hubs which appea.red to be in agreement with the specified 2% crown. , S1'I Field KVepresentative/ Contra.ctor's Representative THIS DOCUtJiE1JT AND REFERENCED ADDENDA ARE TO BE OONSDERED PRaiMINARY UNTIL REVIEWED AND SI6NED BY TFiE STI CONSTRUCTION ENGINEER AND/OR STI PROJECf MANAGER. C3 c,~ C /7~av 1( Reviewed by Date STI Proj ect fAa.nager ~ Date Corresponding Deficiency Report No: Fiela Report .2.2 W28101 2214 East Riverside Spokane, WA 99202 509-534-9711 NORTHWEST Fax 509-534-9755 ~ ~ f. ~ REPORT OF FIELD COMPACTION TESTS Nuclear Method ASTM D 2922-96 soits and aggregates . Date: 6/3/2002 Project Name: Riverwalk l lth Addition Client: C&L Development, L.L.C. Project C-70-S020105 Technician: Bob Graham Field Report No.: 12 Density Std.: 2128 Page: 2 of 3 Moisture Std: 685 Guage Id.: Troxler 19739 Wet Dry Compaction Meets Test Depth Below Moisture Material Percent Retest of Location Density o Densiry Req'd Spec DT No. No. SG Elevation (pCF) ~O (PCF) ~e Compaction ~ Shannon Lane I I 1 ~ 17+00 cntr ~ -2" ~ 139.9 ~ 5.4 ~ 132.8 ~ 1 ~ 95 ~ 95 ~ Y ~ 2 ( 18+00 RT ~ -2" ~ 140.0 ~ 6.2 ~ 132.3 ~ 1 ~ 95 ~ 95 ~ Y ~ 3 ( 15+50 cntr ~ -2" ~ 142.0 ~ 6.4 ~ 133.5 ~ 1 ~ 95 ~ 95 ~ Y ~ ~ Riverwalk Lane 4 ~ 39+00 LT ~ -2" ~ 144.3 ~ 5.7 ~ 136.5 ~ 1 ( 95 98 ~ Y ~ 5 ~ 38+50 cntr ~ -2" ~ 143.4 ~ 5.5 ~ 135.9 ( 1 ~ 95 ~ 97 ( Y ~ 6 ~ 37+50 LT ~ -2" ~ 139.8 ~ 5.7 ~ 132.3 ~ 1 ~ 95 ~ 95 ~ Y ~ ~f I I I I I 1 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 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 I I I I I I I I I I I I I I X ~Modified Proctor ASTM D1557-98 ~ ~Standard Proctor ASTM D698-98 Material Descr max opt corr. Max No. iption density moisture density 1 ~ CSTC assumed value ~ 140.0 ~ 't 1 ` ~l 1 ,L''..~ : , r ~ ~ .•;J~l'`,~ i ~ ~ l~, i... ~ ~ NO RTW ' ~ r ~ ~ \ i A ,.:a . ~ • ~ ! ; 1 \ 1 ~ / ,rx..., t M t . ' ~ ,f • 3a c{ ' I ~ ~ ' t' t,` , , ~ -A{~ 4c 1 `t ~ ' ~ ( t ✓ ! 1 . ~ r /I~lh~ f ' . N ~r . , I...~ ~ , . . - r A t ' ' / ~~1 'I i TRACT A~~ . . ~ ~ ; ' : ` O 4 , / ~ ' Ok0 I i ~ l > ! ~ / / 1 YY ,1 1 ~ • ~ ,11` 1 ~ ~ ~ / ~ ' ~f, ' ~ • 'I, ~ ~ , %1 ~ 1 01) ~ E~ NORnmm Riverwalk 11th Addition Job No.: C-70-S020105 Field Report#; j `?y 2214 E. Riverside 509-534-971 l Date: -!~/z fo z, Spokane, WA 99202 509-534-9755 fax Page 3 Of 3 NORTHWEST ~ W • ~A#IE~tR.~ DAILY FIELD REPORT roject Name ~I~~~ /;1 L ''r[~( Date: ,roject No. n keport No.: I~ _ ~ - Veacner Arnval ~ime ~~30 Dep~u 3~me ~ 76>Q ;lient ~ ~ ~ Locai Representative/ phone number ~G &7~^ Wr LL senerai c;ontractor , Site Representauvei pnone number )ubcontractor/AtAWQ 4g-11,A, r STI Proj ~anager/~p~ e r ~ 'age No. ~ of g #ACr.--,NA-A1 Vlanpower 8 Equipment Used 1 • , V-RAAZUII Camments: (wa~ ~.:~eted Appatenty ~ y~ a~nd ~Probienls c!N ~/~~~v 6 /7 i /C IA6 ~ r j ~tZ7 /j~p~a~, , 72NJs OF C&kSs "X 0c~1~AX/rU~It/ C.~ ~ ~v , k .RM&10,4zz L-Av. p&T1cok1,46:v 7~1S117E AF7-61--e eoAvT~4&r0)n eoA1194Cr~ . &-6U&-rS ,,64-~6646 0 6 kf7~, EPRESENTATIVE CONTRACTOR'S REPRESENTATIVE This document and referenced addenda are to be cansidered preliminary until reveiwed and signed by the STI construction engineer andlor STI project manager. STI PROJE ANAGER: E REVIEWEO BY: DATE ~ O.Uortn slstill ieldrop.pm 5 Corresponding Deficiency Repon No: - NORTHWEST el ~1 I ate Inspector's Daily Repoh No.: 13 fl Project Na ~ O r~age ~vo. o~ ~ - ~Z~ ~lS' z `f mc«nc~ ~e~lr R c' L l~ C~! ll~~t/S, A1Z-&C61) , ~ Aged*Z-7-S4W6~- Nork er S pecxficatiau Pmblans „ 39~ 1 ~ 6 nd Iheir SolNions) _ J~ p c. T vv . . STI ield Rep STI CE STI PM Conlractor's Rep 2214 East Rivcrside Spokane, WA 99202 509 ~T~ NORTHWEST . -534-9711 Faz 509-534-9755 ~ ~r REPORT OF FIELD COMPACTION TESTS Nuclear Method ASTM D 2922-96 soils & aggregates ~y Date: &-V-QZ ' Project Name: ~U~ . Client: Project 6-70-S'420165` . Techn~c.~an: Field Report No.: 13 Density Std.: Page: ~ Moisture Std: ~ 0417 r'& A/s - - - , Dry Test I?ate Loratian DePth Below Moisture lty Materisl Peroent Pass or Rctast of No. . SG Elevation %Type Compadion Fail DT No. 1376 ~ ~ . ~ I . , ' Modified Proctor ASTM D1557-98 IStandard Proctor ASTM D698-98 Lab PrOct°r Sample Descxiption max opt oorr. Max No. density moisture density No. ~'Lfv& ~ Paul T. Nelson, P.E. Laboratory Supervisor / ✓ ' ~ 1 1 ; ;z ~ ~ '~.r..'' r ,..--r' ~ ~ ~ ~ 1 • ~ i / ~ ~ 1''~ , . ~ , + ~ r 1~ 'L ' ~ ' . lo, • ~ .r"'" S ~r 1 ~ ^ / ~ L~ "1 ..i ~ ~ ' ~ E1 ' ~ r •e' / t R t Y'1 f~ • ~S~'~'1~ L ~t ' 3 , ' ~ ♦ ~"1` ~ / • , ~ ~ ' ~ / ool lo, I ~ 1 i ' ~ ~ ~ ~ i koo oll i ~•1 `i ~•,,'`~~,~'i,. /I f ool- / ol-l , f~.' ..~0•Cp2~1p i • C i' b o., 3o N y , 1 b ' 1 . it/~i, ♦ ' . Add~ti on 1 ` ~ - • ~ e Field Repo,}1 ~ MOrm Date:.~ ~ ~ e Of ~09-53~`"9711 Pa9..a- . ~ A,P RiVetside - cn4.534-9155 f~ _ STJF NORTHWEST ~ DAILY FIELD REPORT ,~4~~~~ide Spokane, WA 99202 ~ t Proiect Infarmatian Project Name: Date: Riverwalk 11 th Addition 7116/2002 Project No.: Report No.: C-70-S020105 14 Weather Arrival Time: Departure Time: Ciear, 720F 8:20 10:45 Client Local Representative / phone number C&L Development, L.L.C. Craig Condron Ceneral Contractor. Sitie Representative / phone number Ed Loshbaugh & Sons, Inc. Travis Suboontractor STI Projed Managff / phone nunber Bob Graham 534-9711 Page No. of STI Repxesenhatives on site 1 3 Mike Cunningham - Manpower and Equipment Used Cat 950E loader, Cat vibratory roller, crew of three Field Observations I arrived on site at the contractor's request to test densification of bedding for sidewalk consisting sand and screened native material. Shannon Lane was completed at my amival, I returned 2 hours later to test Riverwalk Laae. Testing was done bY nuclear densometer. All test results met or exceeded SPokane County Standards for sidewalk bedding. I informed the crew foreman that there was up to four inches of excess material in some a,reas. He considered that to be Johnson Concrete's problem. ASTliFielLd resentative Contractor's Representative THIS DOCUMEHT AND REFERENCED ADUENDA ARE TO BE CONSIDERED PRELIMINARY UNTIL REV[EWED AtdD SIGNED BY THE STI CONSTRUCTION ENGINEER AND/OR STI PROJECT MANAGER. Reviewed b Date STI Pro' ect Manager Date Y .1 Corresponding Deficienc,y Report No: Fiem xel3ort v2.2 W28101 2214 East Riverside 'r " Spokane, WA 99202 509-534-9711 NQRTHWEST Fag 509-534-9755 REPORT OF FIELD CO1ViPACTION TESTS Nuclear Method ASTM D 2922•96 soils and aggregates Date: 7/16/2002 Prnject Name: Riverwalk l lth Addidon Client: C&L Development L.L.C. Project C-70-S020105 Tcchnician: Miks Cunningham Field Repvrt No.: 14 Density Std.: 48250 Page: 2 of 3 Moisture Std: 10572 Guage Id.: CPN MC-1 MD 10306064 Wet Dry Compaction Meets Test Depth Below Moisture Material Percent Retest of No. Location SG Elevafion Density % Density Type Rqd Compaction Spec DT No. (PCF) (PCF) ( /o) (Y/N) #1 ~ Shannon Ln. 17+00 lt S/W bedding) 133.6 ~ 4.4 128.1 1 ~ 92 92 ~ Y ~ #2 ~ Shannon Ln. 18+00 lt S/W beddind 134.1 ~ 4.9 128.3 1 ~ 92 92 ~ Y ~ #3 ~ Shannon Ln. 18+701t S/W beddind 142.1 8.1 131.4 ~ 1 ~ 92 ~ 95 ~ Y ~ #4 ~ Shannon Ln 19+50 lt S/W beddind 135.8 4.1 130.7 ~ 1 ~ 92 ~ 94 ~ Y~ #5 Riverwalk Ln. 37+50 lt S/W beddind 139.9 1 5.8 132.3 1 1 1 92 1 95 1 Y 1 #6 Riverwalk Ln. 38+00 lt S/W beddind 141.4 1 9.5 129.2 1 1 1 92 1 93 1 Y 1 #7 ~ Riverwalk Ln 39+00 lt S/W beddind 142.6 1 9.8 129.9 1 ~ 92 ~ 94 ~ Y ~ X Modified Proctor ASTM D1557-98 ~ ~Standard Proctor ASTM D698-98 , Material Description max opt cort. Max No. density moisture density 1 ~ CSTC, Lab#765 138.9 ~ 6.7 ~ ~ ~ ~ ~ i ~ ~ , ~ ~ ~Q~,, ~ i ~ r 'r' ~ ~ ` ' • _ _ N► , . ~ ✓ ' ~ ~ ♦ . I r~ i r ~ ^ , s' y~ 'f'J ~ t ~ J~ 1 1 1 ' J ~ , ~ • ~ , ~ Y1 \ ~ ` ~ ~ ^ • / } ~ % G7 1r1~~ J'~` t u 1 5~~: 1 t t / { f r y ~i / a J* ~ ~ i i r . •w, ~ / ~ / / ,'I , lool ~ loll/ / ~ ~ 1 ~,i ~ i , t, 1 " ~ ~ r / S^. ~ ~ r } ~ •11 / ~ ~ / ~ ' / . 'ri ` / \ ~ ~ ~J 4 ~ ~O ~ o 3ob I \ ~ ~ i` ~ ~ f ~ ~ W, -'o~ A ~ - \ M./ }t,~ ,`1 E / ,S~•k~ / a~,~~~on - Vrfjr No~'~ F1e~d Re ~ 509'5349"5 Page~ _ . cn9-534-9't5 - ~~~NORTHWEST DAILY FIELD REPORT ~ ,~2214 East Riverside ~ ' ~ Spokane, WA 99202 ~ Proiect Information Project Name: Date: Riverwalk 11th Addition 7/17/2002 Project No.: - Report No.: C-70-S020105 15 Weather Arrival Time: Departure Time: Clear, 72°F 8:30 9:30 Client: Local Representative / phone number C&L Development, L.L.C. Craig Condron General Contractor: Site Representative / phone number Ed Loshbaugh & Sons, Inc. Travis Subcontractor STI Project Manager / phone number Bob Graham 534-9711 Page No. of STI Representatives on site 1 ,2' r Tim Johnson ~ Manpower and Equipment Used Cat 950E loader, Cat vibratory roller, crew of two Field Observations I arrived on site at the contractor's request to test and inspect concrete for sidewalk. The concrete contractor was not on site. No concrete was poured. I measured the drainage swales to ensure they were in compliance with the plans. Ponds A, E and D did not match plan specs and need additional work. . 1 / ~ STI Field epresentarive Contractor's Representative THIS DOCUMENT AND REFERENGED ADDENDA ARE TO BE CONSIDERED PRELIMINARY UNTIL REVIEWED AND SIGNED BY THE STI CONSTRUCTION ENGlNEER AND/OR STI PRQIECT MANAGER. , , ~ EZeviewed by Date STI Projec anager Date Corresponding Deficiency Report No: Fiela Repon.2.x 8n8/01 NORTHWEST ~ ~AIMEi~a l ~ DAILY FIELD REPORT _ P~1'ect Nam Date: 7(olo z {K. Project No, keport No.: t G- 1~vea er ~ Anival I ime,., ue a~ure l'ime Gient local Representative/ phone numbet C ~L Qi.v~e,( C--#" V` t~eneraf 1;ontractor i e epre . tative/ ho3~~ ber - (t Subcontractor ~J ST Pr oject Manager/ phone number J~ll- m-'1M L- 11I~G✓~V~ 1 uit/l_ ~CL~U^,+ ~J 3 ! `7 71/ Page No. I of ' ~an wer & Equipment Used • . - 7 ` ik- -d ' .~t.~v'ui c dvt.~ ltc 3 o1~ wp ~ , Comments: (Wo* completea AppareMiy per Specifrcations Rroblems IL s e' 4jy ~ ~ ~ CA-$ c~-~. ~ v'c tojoA C4 ~ ~ , , _4 ' I a~& 0 411~ , ^ ` ~s~~~01- k VU,Ar~ . , ~ , 4JA1CAQ-AAQQ f ~ ~L4 42s- .e ~7~ ~~c v~a r Lc ~ . ' ir • 4 Pf 4L ~ - _ STI FIELD RE~ SENTATIVE CONTRACTOR'S REPFtESENTATIVE This document and referenced addenda are to be oonsidered preliminary until reveiwed and signed by the STI construc#ion engineer and/or STI project manager. ( ✓cr~ ? REVIEWED BY: DATE STI PROJECT NAGER: ATE 0;Vortnslstlfle1drep.pm5 ;orresponding DefiGency Report No: