24949 INSPECTION REPORTS
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RIVERWALK
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S P O K A N E ' 8_25-45 T&RDate
DMSION OF ENGWEERLNG AND ROADS Prelim. Review Hearing Date
55083.
William A. Johns, P.E., Counry Engineer E. BARKER, N. MISSIOiV
I June 29, 2WO Lg Lots No / 34 I.OTS - 7.86 ACRES (ENGINEER'S DEPT) - Ylat File-
Jay Logan, P.E.
STI Northwest
3628 E. Ferry
Spokane, WA 99202
SUBJECT: Riverwalk - $`hAddition (P-1414G)
Record Drawing.S Submittal Acceptance
Gendemen:
The construcbon cerdfication package for this plat has been received and accepted by the County
Engineers, effective June 28, 2000.
Sincerely,
William A. Johns, P.E. .
Spokane County Engineer Z/i
.000 Gary W. Nyberg
Plan Review Engineer
cc: Project File
1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 477-3600 FAX: (509) 477-7655 (2nd Floor) 477-7478 (3rd Floor) • TDD: (509) 477-7133
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` June 1, 2000 SOILS, TEST/NG & INSPECTION
STI W.O. # 99012 ~
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Spokane County Engineers Office O~p.~ Q~►~►, Q 5 2Q09
1026 W. Broadway ~Q as ; i
Spokane, WA 99260-0170 . ~ . C DOCUMENT ` • ~Nj,~ ~NG~~E~~
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Attn: Mr. Randy Stronks , ¢ • ~ ~ay'''
Re: Riverwalk 8" Addition, Co ctiAertification Pac g~%rIAWINGS
PRO.;L
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Dear Randy, DATE i,,,.
Please find the following information which is inten e used,b_y~you__:i e certification and acceptance
process for Riverwalk 8' 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
D. Revised Pond Details
2. A set of mylars and two bond copies for your files. Please note that these mylars are new mylars
("Record Drawings") and should replace or supplement the mylars that you currently have for this
project.
It should be understood that this submittal provides certification for the initially constructed items associated
with this project. This certification 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.
L~C
Sincerely, ,Q►~p4 w~ft~,'~,~
STI Northwest ~ o
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&%72
Ja . Lo a.n P.E.
Y g ~ NAL l 1Od
Copy: Janet Loe, Shorewood Homes EXpiRES 06/14/`n/ 1
3628 E. Ferry • Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755
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Section'A
. Correspondence
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INLAND PACIFIC ENGINEERING, INC. . ~
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I2AiLY YNSPECTYOI~ REPORT-S #6 THROUGH #8.
FOR THE PFRY0D OF 2/ 17/99 THROIIGH 2/ I9/99.
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M~ Information M~ Review & Comments M~ Per Your Request
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INLAND PACIFIC ENGINEERING, INC.
707 W. 7th Ave., Suite 200, Spokane, WA 99204 (509) 458-6840 Fax: (509) 458-6844
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1 DAII,Y INSPECTION REPd3RTS #9 THROIIGH #14 0
F()R THE PERIOD OF 2/22/99 THROUGR 3/3/95.
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CC: ' SHOM0IDIZ HME5
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INLAND PACIFIC ENGINEERING, INC.
707 W. 7th Ave., Suite 200, Spokane, WA 99204 (509) 458-6840 Fax: (509) 458-6844
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I nAILY IxspEcTroN. REPOxTs #is THxoUGa #20 ~
~ FOR THE PERIOD OF 3 /9/99 THtOMH 3 117 /99 .
PUIpOSe
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L-J Written Approval M~ Signature & Return M~
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cc: SA►OREWOOD HOMES ~
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` INLAND PACIFIC ENGINEERING, INC.
~ 707 W. 7th Ave., Suite 200, SPokane, WA 99204 (509) 458-6840 Fax: (509) 458-6844
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SPUKANE CODI~ ENGI~fE~S
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Original Drawing M~ Contract Documents
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No. Copies Descripiion
1 DAILY T-AdSPEC°f ION REFORTS # 21 THROIIGH # Z 2.
r FORTTHE FERZOD OF 3/23199 THiOGGH .
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L-J Written Approval L-J Signature & Return M~ -
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cc: SHOxEWOOD Hs.MEs
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~ INLAND PACIFIC ENGINEERING; INC.' -
707 W. 'Ith Ave., Suite 200, SPokane, WA 99204 (509) 458-6840 Fax: (509) 458-6844
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Description
M~ Xerox Prints M~ Copy of Letter
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M~ Work Authorization I XA Report
No. Copies Description '
1 P M Y INSPEGG""TISJRd REPORTS #23 'Z'SItQIIGH #30. ,
FOR 'RE PERIOD OF 3-31-99 THROUGH 4-16-99 0
PUIpOSe ,
LickInformation M~ Review & Comments M~ Per Your Request
MI Written Approval M~ Signature & Return M~
Remarks ~
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Signed: S~~~N BARRATT ,
cc: S~OREWOOD ~OMEs . ,
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~ INLAND PACIFIC ENGINEERING, INC.
~
707 W. 7th Ave., Suite 200, Spokane, WA 99204 (509) 458-6840 Fax: (509) 458-6844
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TO: SPOKME COIINTY ENGNEERS ~ : . : ; .:~-f~ ~ ~ 4 ~ .
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- SFORANE WA 99260
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Description
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M~ Original Drawing M~ Contract Documents
Work Authorization Pcq Report M ~
No. Copies Description
~ . DAILY INPSCTION IQEPORTS #31 THROIICH #33.
FOR THE PERIOD OF 4d19/99 THROUGH 4/27/990 .
~
PUI`pOSe
~ Information M~ Review & Comments M~ Per Your Request
M~ Written Approval M~ Signature & Return M~
Remarks .
Signed: sHANNoN BARRATr
CC: SHOItEWOflD MfES ~ -
D:ITRNSMT.PMS
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NORTHWEST ofq
, - MER
J SOlLS, TESTING & INSPFCTION
~ June 10, 1999
STI W.O. # 99012
Spokane County Engineers Office
1026 W. Broadway
Spokane, Wa. 99260-0170 Attn: Mr. Randy Stronks
Re: Riverwalk 8`b Addition, Construction Summary
May 31- June 4, 1999
K.C. Construction: Contractor
Shorewood Homes: 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 activity this week.
• Post paving TV was requested.
No major deficiencies to report at this date. 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 ,
Bruce A. Howard
Principal
f `
~
3628 E. Ferry • Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755
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NORTHWEST f. ~fAME[t'~'a'~
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SOILS, TESTING & INSPECT/ON
~
June 10, 1999
STI W.O. # 99012
Spokane County Engineers Office 1026 W. Broadway
Spokane, Wa. 99260-0170
Attn: Mr. Randy Stronks
Re: Riverwalk 8`b Addition, Constructioo Summary
May 31 - June 4,1999 K.C. Construction: Contractor
Shorewood Homes: 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 activity this week. .
• Final Punchlist was created and sent to contractor and developer.
• Post paving TV was requested.
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 .
Le
Bruce A. Howard
Principal
3628 E. Ferry • Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755
f
h
, NORTHWEST pFA
M~
SOILS, TESTING & INSPECTION
J
June 15, 1999
STI W.O. # 99012
Spokane County Engineers Office
1026 W. Broadway
Spokane, Wa. 99260-0170
Attn: Mr. Randy Stronks Re: Riverwalk 8" Addition, Construction Summary
June 7 - June 11,1999 . K.C. Construction: Contractor
Shorewood Homes: 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 compllance with the plans and
specifications. This letter is not intended to be a submittal for acceptance. It is for informational
use only.
• No activity this week.
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
Bruce A. Howard
Principal
~
3628 E. Ferry • Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755 ,
J .
r
~ . lw
NORTHWEST-
SOILS, TESTING & INSPFCTION
luly 1, 1999 . STI W.O. # 99012
Spokane County Engineers Office
1026 W. Broadway
Spokane, Wa. 99260-0170 .
Attn: Mr. Randy Stronks
Re: Rivervvalk 811 Addition, Construction Summary
June 14 - June 25, 1999
K.C. Construction: Contractor
Shorewood Homes: 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.
• STI Northwest observed the sanitary sewer flushing from MH 40 to MH #39. Indiana and
Hodges) Construction debris was flushed and caught in a bucket by KC Construction.
• No other punchlist items were addressed.
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
Bruce A. Howard
Principal
. 3628 E. Ferry • Spokane, WA 99202 ~ Phone (509) 534-9711 • Fax (509) 534-9755
i
, f SE~6ENER,q~cy
t ~ yy~ O~
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~
NORTHWEST ~ Of ~r~•~
- AMEP ~
~ SOILS, TEST/NG & lNSPECTION
July 6, 1999 '
STI W.O. # 99012
Spokane County Engineers Office
1026 W. Broadway
Spokane, Wa. 99260-0170
Attn: Mr. Randy Stronks
Re: Riverwalk 8te Addition, Construction Summary
June 28 - July 2,1999 K.C. Construction: Contractor
Shorewood Homes: 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 activity this week.
If you have any questions or comments concerning any of the items listed above, please feel free
to give me a cail.
Sincerely,
STI Northwest
/ I-r
Bruce A. Howard Principal
cc: File
.
3628 E. Ferry• Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755
. ~
~ _ ~s~p6Eb~~.Dy~
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~ NORTHWEST AM
~SO/LS, TESTING & INSPECTION
July 12, 1999 STI W.O. # 99012
Spokane County Engineers Office _
1026 W. Broadway .
Spokane, Wa. 99260-0170
Attn: Mr. Randy Stronks
Re: Riverwalk 8" Addition, Construction Summary
July 6 - July 9,1999
K.C. Construction: Contractor
Shorewood Homes: 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.
• No activity this week.
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
.
Bruce A. Howaxd
Principal .
cc: File
~ ~ .
3628 E. Ferry • Spokane, WA 99202 * Phone (509) 534-9711 • Fax (509) 534-9755
. r
- ~ .
~ NORTHWEST y ~
j - • ~fAMER~~~ •
I
J SO/LS, TESTING & INSPECTION
;
July 15, 1999
t STI W.O. # 99012
Spokane Cou.nty Utilities Department
1026 W. Broadway
Spokane Wa. 99260-0710 .
Attn: Billy Urhausen '
Re: Riverwalk 8`h Addition Bond Reduction
Dear Billy,
Per your request, I have enclosed a copy of our daily field reports which cover the inspection of
the air and mandrel testing for the above referenced project. All lines have been tested and passed
inspection as indicated in the reports.
At the request of our client, Shorewood Homes, we request the bonds be reduced to appropriate
levels. If you have any questions concerning this issue, please feel free to give me a call. .
~ Sincerel
Y,
STI Northwest
Bruce A. Howard Principal
enc.
~
3628 E. Ferry • Spokane, WA 99202 o Phone (509) 534-9711 o Fax (509) 534-9755
r . r
osEOGENE
y ~
~ Q 1
NORTHWEST f • OF ~ vP • y
- ~AMFR
SOILS, TESTING & INSPECTION
July 19, 1999 -
STI W.O. # 99012
Spokane County Engineers Office
1026 W. Broadway
Spokane, Wa. 99260-0170
Attn: Mr. Randy Stronks Re: Riverwalk 8te Addition, Construction Summary
July 12 - July 17,1999
K.C. Construction: Contractor
Shorewood Homes: 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 activity this week.
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 . .
Bruce A. Howard
Principal
cc: File
3628 E. Ferry• Spokane, WA 99202 • Phone (509) 534-9711 ~ Fax (509) 534-9755
~ /6EMEq,~c
yA ~
Q y
- ~ a
~ NORTHWEST
1
. ' SOILS, TESTING & INSPECTION
February 4, 2000
STI W.O. #99012
Spokane County Utilities Department
1026 W. Broadway .
Spokane, WA 99260-0170 - '
Attn: Gene Repp
Re: Riverwalk 8' Addition Certification of Sewer Line
K. C. Construction: Contractor
Shorewood Homes: Developer _
Dear Gene,
All work for the installation of the sanitary sewer at Riverwalk 8' Addition has been constructed in
~ substantial conformance with the plan set and specifications, except .as note on the "Record
Drawings". At this time we have completed the installation of approximately 1,510 lineal feet of
8" sanitary sewer, and completed the air and mandrel testing.
At the request ofour client, Shorewood Homes, we request a reduction of a11 associated construction
bonds for any related work associated with this project.
"I have reviewed the construction of this sewer system and to my knowledge find it in substantial
conformance with the accepted plans and Spokane County Standards except as noted."
Sincerely, LO
STI Northwest og A.sk~~
ye, 0 -
~
~O Warr
NAL - ~ ~D
~IREs os/t a/,d r Jay W. Logan, P.E.
Project Engineer
•
3628 E. Ferry • Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755
, . .
Section B Test Reports
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TO: ~PEC~ DATE: y Cv -~Y g -
JOB NUMBER: L ~ qf~~p(v JOB NAME: d, 11(►
JOB LOCATION:
Enclosed herewith please find copies of the following items: .
Samples Laboratory Results Plans Resume
Letter Preliminary Data Reports Other •
~ Description: '
These are tranmmitted as checked below: .
For Approval As Requested For Your Use
Please Return . Rehmmed as A{,ueed Other Remarks:
. . cc:
. L , ' -
. PM .IOBtt
signed:
~ CC: List lnitiats •
.
F.C. Budinger PE ,
~ Stephen D. 8urchett PE
(509) 535-8841 , . John E. Finnegan PE
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MAX MUM DENS TY & MO SlURECURVES
PR4JECT Np.: ~ - . PROJECT NAME: filuC-'' wa-l IG $ . ELEVA710N:
DA1E; SAMPLE NQ.:
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C~MPACT1bN TEST SIZE
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MOISTIJRE CbNDITION a
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Sent by: BUDINGER & ASSOC 5095359589 04l16l99 10:08AM Job 688 Page 111
LABORATORY SUMMARY '
PRQJECT-NQ.
PRQJECT : ~ .~x~,~~~`✓ ~ ~T~.. ; .
~
LOCATiON PAGE N0. l
LABORATORY UNITS - I I I ~
SAMPLE #
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DATE DUE ~ I I I I I
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budinger & associates
geotechnical & material engineers
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3820 E. Broadway Spokane, Washington 99202
budinger & associates, inc.
y 4i geotechnical & material engineers
, .
.9
Inland Pacific Engineering April 19, 1999
707 W. 7`h , Suite 200
Spokane, WA 99201 Project Number L99066
PROJECT: Riverwalk 8'h Addition
S pokane, W A
SUB.IECT: Results of Laboratory Testing
Report # 1
At your request, we have provided laboratory testing services for the subject project. Our services
are limited to the performance of specific laboratory tests, selected at your discretion.
For this period our involvement has been limited to laboratory testing of one asphalt concrete sample
submitted to our laboratory on April 15, 1999. The following tests were conducted in general
accordance with the methods listed:
1. Theoretical Maximum Density WSDOT 705
. 2. - Oil Content AASHTO P-53
~ - 3. Sieve Analysis AASHTO T-30
The ignition furnace calibration factor was provided to us by the paving contractor.
Results are presented on the attached Laboratory Summary. If you have any questions regarding
this report, please call. .
Respectfully Submitted: _
pT mGER & A.SSOCIATES .
✓ v u.a
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5catt L'. Valters .
M~r. Construction Services • PM JOB#
SLW/sa
Addressee - 2 CC: List Initiats
' Attachments
. Laboratory Summary ' _ - . ~ ~
• . . _ . ' . : : ' . . • x _ ~
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; _ • , • - , . . ` • . . . . . • . ° _ . a - . . . . • . ,
, . . .
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F C. Budinger PE
. Page 1 of 2 Stephen D. Burchett PE
(509) 535-8841 John E. Finnegan PE
FAX (509) 535-9589 Scott L. Walters
~;i :rD sa- . . _ + • •
~
1
Rive-walk 8th Addition Project Number L99066
Spokane, WA
LABORATORY SUMMARY
LABORATORY # 99-0169
SAMPLE # lA
SAMPLED BY Client SAMPLE TYPE Bulk
DATE RECEIVED 4/15/99
LTNITS SPEC
THEORETICAL MAXIMUM pcf 154.3
ASPHALT CONTENT % 5.1
S 3/4" % 100 100
' I I/Zn 90-100 99 -
E 3/8" P 75-90 80
V 1/4" A 55-75 61
E #4 S - 52 '
#10 S' 30-42 37
S #30 I - 18
I #40 N 11-24 14
Z #100 G - 9
E #200 3.0-7.0 6.4
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budinger & associates, inc. Page2
geotechnical & material engineers
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~ CC: Liat nitlala 3820 E. Broadway Spokane, Washington 99202
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budinger & associates, inc,
geotechnical & material engineers
. .
TRANSMITTAL To: ..s~£ c. DATE: ~ - a ~ -q9
= JOB NUMBER: I.
JOB NAME: _%XJZrwak
JOB LOCATION:
~
Enclosed herewith please find copies of the following items:
Samples Laboratory Results Plans Resume
Letter Preliminary Data - Reports Other
0 Description:
These are transmitted as checked below: For Approval As Requested , For Your Use
Please Retwn Returned as Agreed Other
Remarks: cc:
Signed:
F.C. Budinger PE
Stephen D. Burchett PE
(509) 535-8841 John E. Finnegan PE
FaY l.q1Q1 4'2S.O.qAO Scntt L_ Walters
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! ~i?~fq~ • Con.retE Repor: ~ PaQe i
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Project: RiverHdlk BO Addi±ion - Job Number: 99456 L
Lotation: 5pokane, VA .
~y
Date ~ Date Oty. Mix 51uAp Rir 5pec 5et Cyl. Date toad Strength iX3
~ast Reeeived Sample Location Rep. No. (in.) X (P52) No. No. Tested Age (kips) (p5i) Spec
s
4/1T/99 4/13199 SideHalk 7 6 6.0 3000 tCAC - ,
Flat Rock River Lane
94-0278 4/19/99 7 69 3164 .105
99-0279 5/14/99 28 .113 4440 133
99-4280 5/10/99 28- 111 3930 131 .
99-U781 H
~
1
~
• '
~
t :ndica}es Set not 5ampled by 6udinge• gt 15c-riateS.
Section C
Daily Reports
~ GEr[14t
- . NORTHWEST
~cveywA11~
Date s/I I/q el Inspector's Daily Report No.: / fArrival Time STI Project No.: ,
7: rv 47qo f z
vVeather rage No., ~ ot
D4Iy c(ovJY 130F - 31 ° r .
14, w iHA Tvo.~
Client Local RepresentaUve/ phone number Sl,or~~wvd Noi.-%es Dcvid Kek so r
Gen PC al Contractor ~Represen af~ver phone number
C0&q5+wG}10-,% - Dea&-. (3erZi`k5k;
Subcontractor STI Project Manager/ phone number
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~
STI Field Representative $ W C .
1>. Le kh
Manpower & Equipment Used Hi~uc~iFxttOOLC, CAT23SC ,CATqSO 8. 6 perSoHme l
. . ~ . ,
Comments: (WorkCompletedApparenUy C06A+vN(A0V- baq4tv% ev.c+va+iov. c-C Ffo~q.cS lAhe +o PXpoSE e)c.iS4iK~ 10PJ*pe
per Specifications Problems " v
theirSolutions) hcr+-I, 0~ lwAtAhrn Avc'hve VN4L. EX400. EX(a✓ct+10" Qy-4esnded Ih+o e,,,)54t•,~
0iSyoL%aJ+ v►&.+A v&,1atrCJ4-+Le c'QvnP{SJLI,Q_ 2XtS{-,jh<•c~ ICaf Nw cc►-ncr, Thz 10' oe- wtiS
t;tirzveeej, 5✓~q vzidefov, W► H'~ 1-10 wgS levti eol qnrd dev%sif'A w'ift. ci waCktr by ktivj , T~ e bcise
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STI FIELD REPRESENTATtVE CONTRACTOR'S REPRESENTATIVE
This document and referenced addenda are to be considered preliminary until reveiwed and signed by the STI
construction engineer and/or STI project manager.
• d1K Date Date
e
-71tTI CONSTR TION ENGINEER STI PROJECT tNIANAGER
O:Iformslstilfeldrep.pm5
Corresponding Defciency Report No:
~
4 IME~'~'~
C40
~ NORTHWEST
Date Inspector's Daily Report No.: I .
l ~
STI Project No. ~oage No. ~ ot
~a012
Comments:
(WorkCompletedApparentiy Sv~avvvl e WkS G`t HVe~ OT CDbej a1h~ ~ov1dev3 DfMCOw•rALeJ by. 4 Gr•u
per Specifications Problems ~ '
andtheirSoluticns) yvit1,% ~n.a~~(.~~•~ ~.~ad~K~ Sath~ waS ~~Ac~ aH~F,h{~Nw► c~ vior fo
PtA -e • FLtyjµ~-1dr1S wqre. kAeeHIet aHUI 0V+~le-Lj1,4vf.'+i Of hv+ti QHdI 0►-. 00✓+l,1_
~Itt t
sectvt^ af pfpP. RpQ was acl~vsed + 0,03 ~
h114 40 waS pIA.C+cd a+ STA 10t6S' as: opposPel +c 10+60.47 qs skow., oi,t plc,h seP skzQt 3 secft'ot-
PilLe WAS uvq4 kGLh4 WC•rr-,d irti.Ai.y-SiJC A+q6l COVtwel N/l~FLA hbCJ+ io" Of bP~lJ,K1 f4h4
~.,C-L I '3 s'ec+coH 1,y1,v~„P(~,c.~d i~ce. w~H•,.,~~ srA 11+o6. .
--&C i.w vk+;u,, c t ♦ hQ. r. l, ~ c,cr. kh., t1-o- w bv T Z- 0 4.4 , .
1?fA0'k ' I Q c.c~ aVvjo,4 hljy Wi116 CIS(,l
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I,% ' be~ , ~ i~~~Kl ~ ~ ~3 A~~~~~~v~.~ I ~~,v~rQplc•~lc~}~. ( oc.lt' ~'~~ck~Qs~
ok i,r-2i wvvic-tA w~+(-, to-iZ rasse) ~•141,% Nl~~ vvtle.- .
A 14-e V h Gi +l H c~ O'S~ •r I Gc c-r~rl~ c~ vo ~ f~+ ~~'h N•t-c 6 a ito w, o f i o w F Q++LE+ i... e I 1 Qf f- s► i{-e- u+ 9: o,
~ SuW e- Ce v~., ~X_re k c q~ r+21 d ~ f-~ e- R P2.c, ~k d ~r rC L ac ~ / 2 : Z 0
STI Field Rep STI CE STI PM Contractor's Rep
' • .
~
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~ NORTHWEST
J . 1►
~
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Date Inspector's Dajly Report No.: ~
Arrjval Time - ' STI Project No.:
~ VC,)
~
~veatner , page Ro.
Client / Local Reprtsentat~ve3' phone number
.~d~v
General Contracgraign-S i e epresen v p one number
Subcontractor STI Project Manager/ phone mber _
. G~~ ~
STI Field Representative
l/e.A,. Manpower & Equiprnent Used . ~
~ IP_u~ ~n ~.a.~.~~ /~i ' 1- ~ ' ,c'X~ ~,n ~/•~e _ ~(~.~TP ; ~r ~ Cq~'_'1''~
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Comments: (Work Completed Apparently Zd-21- C~,~ Oi~ .S T~ • Q~CZ oa
- >ecifcations Problems
~ieir Solutions) ~hA'~,e O S., ~j'~rr ~3 n~l~•+,,.c.. {~.P O ~ S %~c
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STI FIELD REPRESE TIVE CONTRACTOR'S REPRESENTATIVE
This document and referenced addenda are to be consldered preliminary until reveiwed and signed by the STI
construction engineer'andJor STI project manager.
- Date Oate
7
-ov
17
TI ONSTRUCT N ENGINEER STI PROJECT NIANAGER
• O~Iformslsti\feldrep.pm5
Corresponding Deficiency Report No:
• . .
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I,wrt NORTHWEST
CIO
Date Inspectors Daily Report No. :
STI Prvject No. ` iiage nio. oY
Z ~ Comments:
(Woric Comp{eted Apparently ~
perSpeaifcatlons Probfems '
and thelc Solutions)
. / d / ~?rP.~►~ ~ / ~
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STI Fieid Rep ~ STI CE STI PM Contractor's Rep
• . •
NORTHWEST
. `
. . SOILS, TF~ST 7NG & 1NSPEC7IQN
~ r ~ ~ <rc•~~`' .
~ ~ . ~ . . NUCLEAR GAUGE TEST AESULTS
. . ,
Job Name: .
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Field Report No. Date: Tech:
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Page S of DS= MS-z
; ~ - - - _
Test Location Ft Below Wet Moisture Dry Max. Percent Pass ~.Retest
No. SG. Density (Percent) Density Density Comgaction or of DT
Elevation (PCF) (PCF) Fail No.
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INLAND RIVERWALK ~
PACIFIC 8TH ADDITION 99012
FIELD REPORT #
ENGINEERING PAGE OF .
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701 Weat 7th - Suite 200 (509) 458-6640 DATE:
\ Spokane, WA 99204 FAX: (509) 458-6844/
,.~,,.,Y:~,.....,,....,_...,,.... , . , , ~ . , , . . . . . . . . . . . . . .
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PACIFIC R E ALK STH ADDITION 99012
FIELD REP
ENGINEERING PAGE yOOR ~ s
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STI FIELD REPRESEtV TIVE CONTRACTOR'S REPRESENTATIVE
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construction engineer andlor STI project manager.
Date - - Date
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ALK STH ADDITION .
RIVERW ~RT #
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Date ~f Inspector's Daify Report No.:
Arrival Time STI Project No.:
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dveather i-age No. ' of u 316°F I~.w►~~ fvo►•, tl F
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STI FIELD REPRESENTATIVE Oo CONTRACTOR'S REPRESENTATIVE
This document and referenced addenda are to be considered preliminary until reveiwed and signed by the STI
constructr n engineer and/or STI project manager.
Date Date
6~UT,io- STRUCTIO ENGINEER STI PROJECT IMANAGER
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PACIFIC
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ENGINEERING PAGE L( OF L/ . ~ ~
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construction engineer and/or STI project manager.
,oG Date Date
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Al CONSTRUC ION ENGINEER STI PROJECT MANAGER
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PACIFIC FIELD REPORT #
ENGINEERING PAGE 3 OF 3 .
707 West 7th - Sulte 200 (509) 458-6840
~ Spokane, WA 99204 FAX: (509) 458-6844/ DATE:
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STI FIELD REPRESENTATIVE oo CONTRACTOR'S REPRESENTATIVE
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construction engineer and/or STI project manager.
. Date Oate
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FIELD REPORT # q ~
ENGINEERING PAGE 3 OF 3 ,
707 wcst 7tn •sulca 200 (509) 45e-6840 DATE: 2~L2~9~
\ Spolcane, WA 89204 FAX: (509) 488-6844;e .0/
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STI FIELD REPRESENTATIVE ~a CONTRACTOR'S REPRESENTATIVE
This docurnent and referenced addenda are to be considered prelirninary until r+eveiwed and aigned by the STI
construction engineer and/or STI proJect manager. . ~
Date Date
' ~ -~-0 d 3 /Icl
~
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STI FIEI.D REPRESENTATIVE NJ CONTRACTOR'S REPRESENTATIVE
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construction engineer andlor STI project manager.
Date Date
CONSTRUC ION ENGINEER STI PROJECT MANAGER
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STI FIEI.D REPRESENTATIVE CONTRACTOR'S REPRESENTATIVE
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construction engineer and/or STI project manager.
~ Oate Date
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ST CONSTR+PI
N E NGINEER STI PROJECT MANAGER
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This document and referenced addenda are to be considered preliminary until reveiwed and signed by the STI
construct' n engineer andlor STI project manager.
~ Date lqg Date
4crONSTRUC ON ENGINEER . STI PROJECT IVIA.NAGER
J~ 0:lformslstilfieldrep.pm5
r.:orresponding Deficiency Report No:
1► NORTHWEST Date Inspector's Daily Report No.:
STI Project No. 9qO 17- iiage No. Z ot
Comments:
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FIELD REPORT #
ENGINEERING PAGE 3 OF 3 ,
707 West 7th ~ Suite 200 (509) 458-6640 DATE: 31Z q .
\ Spokane, WA 99204 FAX: (509) 458-6844/
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per Specifications Problems •
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STI FIELO REPRESENTATIVE CONTRACTOR'S REPRESENTATIVE
This document and referenced addenda are to be considered preliminary until reveiwed and signed by the STI
construction engineer and/or STI project manager.
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STI CONSTRUCTION ENGINEER STI PROJECT IIAANAGER
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per Specifcations Problems I
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STI FIELD REPRESENTATIVE 14o CONTRACTOR'S REPRESENTATIVE
This document and referenced addenda are to be considered preliminary until reveiwed and signed by the STI
construction engineer and/or STI project manager.
Date ' Date
STI CONSTRUCTION ENGINEER STI PROJECT IIIIANAGER
0:lfornnslstilfeldrep.pm5
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PACIFIC FIELD REPORT #
ENGINEERING PAGE Z OF 2
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STI FIELD REPRESENTATIVE Pfl CONTRACTOR'S REPRESENTATIVE
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PAGE 3 OF 3
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STI FIELD REPRESENTATIVE a° CONTRACTOR'S REPRESENTATIVE
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Date Date STI CONSTRUCTION ENGINEER STI PROJECT (NANAGER
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PAGE 3 OF 3
707 wast 7tn • Sulte 200 (569) 458-6e40 J DATE: / lQ
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(Worlc Completed ApparenUy ~✓11-l OL1 S i FG Gf (D L+ ' / -Y ~ v~< K~e c - t i2v P u fA IiGi ftol
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r/ . STI FIELD REPRESENTATIVE ~o CONTRACTOR'S REPRESENTATIVE
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construction engineer and/or STI project manager.
Date Oate
3~Z2
" STI CONSTRUCTION ENGINEER STI PROJECT MANAGER
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STI FIELD REPRESENTATIVE 010 CONTRACTOR'S REPRESENTATIVE
This docurnent and referenced addenda are to be considered preliminary until revehnred and eigned by the STI
construction engineer andlor STI project manager.
- Date - Date
3
STI CONSTRUCTION ENGINEER STI PROJECT IVIANAGER
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ENGINEERING PAGE 3 OF 3 . .
707 wast 7tn - suita 200 (509) 458-6840 DATE:
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i IELD REPRESENTATIVE WC) CUNTRACTOR'S REPRESENTATlVE
This document and referenced addenda are to be considered preliminary until reveiwed and signed by the STI
construction engineer and/or STI pnoject manager.
Date , Date
~
STI CONSTRUGTION ENGINEER STI PROJECT INANAGER
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STI FIELD REPRESENTATIVE Nv CONTRACTOR'S REPRESENTATIVE
This document and referenced addenda are to be considered preliminary until reveiwed and signed by the STI
construction engineer and/or STI project tnanager.
Date - Date
~
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STI CONSTRUCTION ENGINEER STI PROJECT INIANAGER
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~-_~esPondin9 OefciencY RePort No:
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PACIFIC RIVERWALK 8TH ADDITION 99012
ENGINEERING FIELD REPORT. # 21
PAGE 3 OF 3
707 west nh ~ suite 200 (sos) 458-6e40 DATE: ~
Spokane, Wl~'"74 FAX: (509) 456-6644~ ~ 3~t 3~~~ ~ .
. . . . ~ . . , . . , . - ~
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M ~ P.O Box 3366 Spokane, Wa. 99220-3366 3 " 41~ `
.
Spo-131 8/97
Business Office(509) 534-6221 Dispatch Direct (509) 533-0208
I LIMITEDWARRANTY Warnln :Injurious to"eyes.Causes skin irritation.Contains Portland Cement. WATERADOEDATCUSTOMER'SOWNRISK, '
( The onty liability ot Central Pre- Read tge tollowing warning before USIf19: ADDITIONAI WATER ADDED TO THIS
? Mix Concrete Co. for product de- Contad with wet, unhardened concrete, mortar, cement or cement mixtures can puse CONCRETE WILL REDUCE ITS STRENGTH
lhe return of the purchase skin irtitation, severe chemical burns or serious eye damage. Avoid contact with eyes ~
Jn no event shall Central and skin. Wearvraterproof gloves, a fully-buttoned, long-sleeve shirt, full-lengih irousers Buyef S agent agfees to aCCept responsibility for
c Concrete Co. be liable for and tight-fitting eye protection wfien working wilh these materials. If you have to stand reduced strength due to wat eradded above design.
' any direct, indirect, incidental or in wet concrete, use waterproof boots that are tight at the top and high enough to keep Arrived et job Vuith , inch slump.
. consequential damages resulting concrete from ilowing into them. If tlnishing concrete, wear knee pads to protect krtees. .
from the use of Ihe producis or ARer contad with any of these materials, wash off immediatety with fresh, clean water. Added qel watef et CUStOmef feGUest.
' arising out of breach of any war- Indired contact through clothing is as dangerous so promptly rinse these materials from
~ rany. All claims for damages or clothing. Seek immediate medical ariention if you have persistent or severe discomforl.ln Othef additiorts
i shortages must be madewithin 24 case of eye contact, 8ush with plenty of water for at least 15 minutes. Consult phystcian _
hours of delivery.We do not as- immediately. KEEP OUT OF REACH OF CHILDERN! USER AGREES TO CONVEY ~~~t Cylindets taken
~ sume responsibility for any dam- THIS WARNINO TO ALL PERSONS WHO MAY USE OF COME INTO CONTACT WfTH R CENED~
~ age jQ,~ond the curb line. WET (UNHARDENED) CONCRETE. MORTAR. CEMENT OR CEMENT MIXTURES.
L PLANT' AF~RIVE JOB ITE ST T;~ SCHARGE FINISH DISCHARGE LEAVE JOB S1TE ARRNE PLANT ' ~ / ~ / ~ •~.i~:~ ~•7 • r'~ • . . Buyer's Agent rec ~e t oi concrete
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STI FIELD REPRESENTATI ~ CONTRACTOR'S REPRESENTATIVE'
This document and referenced addenda are to be considered preliminary until reveiwed and signed by the STI
construction engineer and/or STI project manager.
. Date - Date
c 7.~`► ~
STI CONSTRUCTION ENGINEER STI PROJECT 1111ANAGER
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STI FIELD REPRESENTATIVE `ic? CONTRACTOR'S REPRESENTATIVE
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construction engineer and/or STI project manager.
Date Date
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STI CONSTRUCTION ENGINEER STI PROJECT tU1ANAGER
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STI FIELD REPRESENTATIVE CONTRACTOR'S REPRESENTATIVE
This document and referenced addenda are to be considered preliminary until reveiwed and signed bythe STI
construction engineer and/or STI project manager.
lJ,v~- ro,~.--- 7 '79
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REVIEWED BY:~ DATE STI PROJECT MANQGER: DATE
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construction engineer and/or STI project manager.
L)zt 9 7 c~
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REVIEWED BY: ~ DATE TI P
S ROJECT MANQGER•
. DATE
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Corresponding Deficiency Report No: o:lformslstilfieldrep.pms
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(WOE CENTRAL PRE-MIX CONCRETE% C0. FILE COPY
P.O Box 3366 -Spokane, Wa. 99220-3366 3- 44345
, Spo-1318/9 ,
Business Office(509) 534-6221 Dispatch Direct (509) 533-0208
LIMITEDWARRANTY Warnin :Injurious to eyes.Causes skin irritation.Contains Portfand Cement. WATER ADDED AT CUSTOM ER'S OWN RIS
The only liabiliry of Central Pre- Read t~C following warning before USln9: AODITIONAL WATER ADDED TO THIS
(t,'oncrete Co. for product de- Contact with wet, unhardened concrete; mortar, cement or cement mixtures can cause CONCRETE WILL REDUCE ITS STRENGTH
~is the return of the purchase skin irritation, severe chemical burns or serious eye damage. Avoid contact with eyes Bu yef'S agent agrees t0 accept responsibility for
t. In no event shall Central and skin. Wear waterproof gloves, a fully-buttoned, long-sleeve shirt, full-langth trousers reduCed sfren th due to water added above desi9
Concrete Co. be {iable for and tight-fitting eye protection when working with these materials. If you have to stand 9 n.
any direct, indirect, incidental or in wet concrete, use waterproof boots that are tight at ihe top and,high enough to keep AIT1V2d Mh ' J= 1111Ch slump.
consequential damages resulting concrete from ilowing into them, tt finishing concrete, wear knee pads to protect knees.
1
(rom the use of ihe producls or ARer contact with any of these materials, wash off immediately wilh fresh, cfean water. Added°' ' al water at customer request.
arising oul of breach of any war- Indirect contact through clothing is as dangerous so promptly rinse these materials from
ranty All claims for damages or clothing. Seek immediate medical aNention if you have persistent or severe discomfort.ln hef addififion C~ 1
~ shortages must be made within 24 case of eye contact, flush with plenty of water for al least 15 minutes. Consult physician r ~
hours of delivery.We do not as- immediately. KEEP OUT OF REACH OF CHILDERN! USER AGREES TO CONVEY f C T2~t~cylinders taken
sume responsibility for any dam- THIS WARNlNG TO ALL PERSONS WHO MAY USE OF COME INTO CONTACT WITH ~RECEI D~ t
age beyond the curb line. WET (UNHARDENED) CONCRETE. MORTAR; CEMENT OR CEMENT MIXTURES.
LEAVE PLANT I ARR/E JOB SITE START p.lSCHARGE FWISH DISCHARGE LEAVE JOB SITE ARRIVE PLANT ~ B YX ' .g•.~
~S f~, • . . ; B ers ent rece concrete
~ • . . t an val of any ad ed items.
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~ FIELD DATA BATCN DATA ~
MATERIAL SAMPLED (t^e~ • MIX NO. 32 113 0
I PY`C - WI Y TRUCK NO. ct 6
MATERIAL SUPPLIER L,Qk+ye`
DATE SAMPLE TAKEN y 1 y~~~ ~ TICKET NO. 10 1 Z~,3 S'3
TIME OF SAMPLING SACKS CEMENT/CU YD s #75
~ WEATHER SO C (.e TYPE CEMENT
AIR TEMPERATURE 5o BATCH TIME I y• C L~
SAMPLE TYPE J✓~t ~ ~ ~C ( Z (y IS • END PLACEMENT TIME
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SAMPLE LOCATION I Z# oU Wp9~e S Ck he MAX AGGREGA7E SIZE ~CV'r b VP~1C(LE'•lyr E'i.~', WATER ADDED (GAL)
TOTAL CUBIC YDS PLACED q•5-U - W/C RATIO ~ Ge+ -7
SAMPLE TAKEN FROM YARDS INTO PLACEMENT DESIGN STRENGTH 3 61 t.` ~
a = ~ FIELD TESTING DATA ~
TEST RESULTS SPECIFIED VALUES
SLUMP (inches) ~j 7 vv? X~ o ct•, i~
CONCRETE TEMPERATURE (F) 6'Z o clC;
- AIR CONTENT ' 7.Q .
WATER ADDED (gal) • . ~ ~
WATER/CEN4ENT RATIO
LABORATORY TESTING DATA ~
LAB ID FIELD ID DATE DATE AGE SIZE AREA TOTAL LOAD STRENGTH TESTED
NO. NO. REC'D TESTED (DAYS) SQUARE IN (LBS) (PSI) BY
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SNAKE RIVER LANE
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PACIFIC FIELD REPORT # r°„c ve +e- i dt,Yetlk pIct c Pf„Pi'll-,
ENGINEERING PAGE 3 OF -L/ s
707 West 7th - Sulte 200 (509) 458-61340 DATE: y~~~/~ ~
~ Spokane, WA 99204 FAX: (509) 456-6844, ` J
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Manpawer & Equipment Used
Comments:
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STI FIELD REPRESENTATIVE CONTRACTOR'S REPRESENTATIVE
This document and referenced addenda are to be considered preliminary until reveiwed and signed bythe STI
construction engineer and/or STI project manager.
z~
REVIEWED BY: D E STI PROJECT MANQGER: DATE
0
0:lformslstilfeldrep.pm5
Corresponding Defciency Report t~o:
12
/3
rAff NORTHWEST Z ~
- FIELD REPORT #
.
~
. MATERIAL SAMPLING & TEST REPORT NO.
PROJECT ~ tvjQv-wAI1L <P'n PROJECT # 'cJ qO / Z REPORT DATE y
FiELD DATA BATCH DATA +
MATERIAL SAMPLED cC m ( v~ ~ • MIX NO. 'S"Z- I I
MATERIAL SUPPLIER C,ew}ya I~e.-j'~1, x TRUCK NO. 7 -7
DATE SAMPLE TAKEN y// 2~ TICKET NO.
TIME OF SAMPLING i-3 5 SACKS CEMENT/CU YD 5.75
~ WEATHER TYPE CEMENT ~
AIR TEMPERATURE BATCH TIME ( '21 ; 10
END PLACEMENT TIME Z. S O
SAMPLE TYPE /
J. - C-A-c.e.tL)Yw,
STRUCTURE. TYPE 5 i(~ f' wi~ ( K ADMIXTURES A E: Iq S~5 o-z
SAMPLE LOCATION FIo'} PtCt~k Pi vr-.- Le,he MAX AGGREGATE SIZE
I Z
WATER ADDED (GAL) Z-
TOTAL CUBIC YDS PLACED ~n C-3 W/C RATIO
SAMPLE TAKEN FROM _j 0 YARDS INTO PLACEMENT DESIGN STRENGTH 30 00 ps,
FIELD TESTING DATA ~
TEST RESULTS SPECIFIED VALUES
r
SLUMP (inches) -7 1 10 AX
CONCRETE TEMPERATURE (F) 60 ~1-
AIR CONTENT • C , OX 7• L cli:v .
- WATER ADDED (gal) . ~ f 7 2 q-- ~ -t-
WATER/CEMENT RATIO 4-4-
~ LABORATORY TESTING DATA
LAB ID FIELD ID DATE DATE AGE SIZE AREA TOTAL LOAD 'STRENGTH TESTED ~ .
NO. NO. REC'D TESTED (DAYS) SQUARE IN (LBS) (PSI) BY
(5 D A 1/13/y ti q/t 9/q q 7 U )k 17,
~
. r,REV 8/97 O:\FORMS\GEOTECH\MATERIAL RPT.DOC
R TE C0. ~vrr • ~ `
~ CENTRAL PRE-M~ ~CONC E 3, 4 ~
P.0 Box 3386 S p okane, Wa. 982203366 '
~ . ~ ~ .
Business Offce(509) 5346221 Dispatch Direct (509) 533-0206
~
1fA R ADD AT CUS OMER'S OWNRfSK .
g Injurious le ey~.Causea eldn ir~tatbn. Portlend Cement, -
' LIb1rfEDWARRANTY Ylhnltn Conlsine
The oniy iio6ilily of Centrel Re• RQb tbe bllowing wwrning Defore using; ~~►oORb►u~ w~TFR ADO~p m~
~ Mix Concrete Co. la product de- Contbi wqA wei, unAorOenod conctete, mortar, csment a c,ement mixturea pn puse CONCRETE NMILL REDUCE ITS 4 1'H
fea iB me num of the pum►me skln imlation, sewn cMmial Dunu aswiotn eYe damoge. Avoid oaAoct w;M e~re+ Buye r's agent agrees to acapt responsibliily tor
' piice, In no event slwll Cerurel indsIdn.Weorwaterproolplov".ofulh•butloned,long-sleevathiA,(ull4enpihtro users feduCNd SfI¢ngih dUe to w'd edded eDOYE desigll,
~ ~ Pre-Nix Conaete Co, be liable for and tipM•Illtinp eye pratection wA+an worlcing wIM tM" materials. If you heve to atend ~
hCf1811M. l
'•:c I _ any dkect, indirect, incidenlat a in wet aoncrefe, use walerproof Dodo thet nre IiQht at the 1op wM hlgt► enougA lo keep ArrNed at jab Nth
c o n s e q u e M i a l d a m a g e 6 r e s u N i n p c o n c ro i e f rom A o w i n p i n t o U e m. I f f i n i sh f rt g c o n c r e t e, weer l u b e p e di to p r o ted kneei. '
irom the use of Ihe producla a ARw contut with any d thsse maferioh, wash oif lmmediately vrith iresh, clean woter. Added qel vatu flt CLmtOftler fequest.
arising ou l o f b ro a o h o f e n y w a r• I n d ir e e loo rt t e d lhroup h c l a l h i n p f e o s d artp e ra u so p rom p t l y r i n s e t h e a e rt a l e r i a l a h o m ,.',i• '
ranfy. All ctaGnc fa domogos a eloihinp. Seeh Immediate medicol ofl«+tion Hyau Aow persisbnl or ssvere Eiecomfon.ln Other eddNlons
, shonages musl be madewithin 24 caae d vye untaCl. OusA vrilh plenty of wWer for al Ieost 15 minutet, Conault physician
hours d delivery.We do nof as- ImmedisEety. KEQ OUT OF REACH Of CHLOERNf USBR AGREES YO CONYEY ZTest cylindars taken
sume reapontiDllih (ot any dam- TNI3 WARNINO TO IILI rERlONS YYMO MAY USE OF COME IKTO CONTACT YYITH RECEIVEO '
age beyOnd Ihe aurb lino. WET (UNIIARDQIED) CONCRETE. MORTAit, CEMEM' OR CBKNT MlXTURES. BY ~,~C.~1
ARRIVE PLANT .
LfA1►E PIANT 11RRIVE JOB SITE STM1 DiSCHARaE FiNISH pSCHARGE LEAVE JOB SITE X
, ( ; ~ •
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` . and apptovwl of u►y added itertns.
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~ Order No. Cust No. CPM Project No. Customet PO/Job tJo. TICKE7 N0. Driver
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Customer Del9very Address QNe ~ „ °
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DAILY FIELD REPORT
Project Name Date:
V l s j~ cj
Project No. Report No.: -
Vrieather Arnvai i ime
~r~~~• n. `E3~
Clierrt Local Representative/ phone number
5N0RrU0eD I40cv►e> TOw Aui>R~tL-
General Contractor i e epresentatnrei-phone number
(otis 4. ~~P~zti~sk~Subcorrtractor = ST4f roject Manager/ phone number
c~-t~ l.~s ~ ~-~-2.-~.T' .f'.~vL. C>_ b~-c~ w s~ ~f
Page No. ~ of ~
Manpower & Equipment Used
'6 rzAi r... V k ~ ~ "rz) ~~12v~.~n . S I Ov C~ ~,2~ V-N
Comments: '
(VYorkComplebedApparently ~ .~~t..2: ~r~~ ~~.v .Sl tl:!' ~ o ~LJr_ `t~~ ~5 r-t~ i i tvf'-~~•
perSpecifications Problems J
'rsautions)
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STI FIELD REPRESENTATiVE CONTRACTOR'S REPRESENTATIVE
`
This document and referenced addenda are to be considere'd preliminary until reveiwed and signed bythe STI
construction engineer and/or STI project manager.
.
G~ ~-i2~ c
REVIEWED BY: ~ DA E STI PROJECT MANQGER: DATE
0 0:lformslstilfieldreP.Pm5
Corresponding Deficiency Report No:
. ~~pGENERq~~,
H 9
~ ~
Nk.-JRTHWEST AM
0 .
DAILY FIELD REPORT
Project Name n Date:
Project No. Re ort No.: .
p ZE
Wieather , Arrivat i ime
Client Local Representative/ phone number
S' ~ D 2~ w~~ o~ H-o vH ~ S 77j kv A NDPE-LL
General Contractor - Bife-RepresentatnreFphone number
A, .
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Page No. ~ of
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Manpower & Equipment Used
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, .
v4VLfiA~ '~ij~ bliriId /T- r2 Sp 5' 4~ L• ? e-%rJ0 s'1 &1 r(.
Comments: '
(Work Completed Apparently fiII
perSpecifications Problems `
e4r5olutions) T~cl~ ~ S~ ~ ~~LJ-~S ~ C`~(1~T~.s~Lr ~1~ '~.C.~t~ 1~S Y~.~SE
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STI FIELD REPRESENTATIVE CONTRACTOR'S REPRESENTATIVE
This document and referenced addenda are to be considered preliminary until reveiwed and signed bythe STI
construction engineer and/or STI project manager.
kjt +/"Z.5/`~
i k►~--v~~,-~-~ ~z~-/~
REVIEWED BY: J DATE STI PROJECT MANQGER: DATE
a~
0:lformslstilfieldrep.pm5
Corresponding Deficiency Report No:
~ • ~ ~
~
NORTHWEST ,«<<~
- , SOILS TESTING & INSPECTIQN
~ ~ . ~ . .
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. . NUCLEAR GAUGE TEST RESULTS
Job Name: STI_ Job No. W.O.
Field Report No. L; Date: Tech: aS
.
Page ~ of ~j. . DS= MS= 1~- `f ~
Test Location Ft. Below Wet Moisture Dry Max. Percent Pass Retest
No. . SG. Density (Percent) Density Density Compaction or of DT
Elevation (PCF) (PCF) Fail No.
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RIVERWALK 8TH ADDITION • ` • 99012
PACIFIC FIELD REPORT # Z s~ ~ ~ ~~~vsP ~v~,P~,~~~~,, , ~ '
ENGINEERING PAGE 3 OF 3 `th~ t°ry~e~,e~t ~
.
701 Wost 7th - Suitc 200 (509) 458-6640 DATE;
`Spokonc, WA 99204 FAX: (509) 456-6844/
~
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D~~LY FIELD REPC)RT
Praject Name Qate:
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Rroject Nv, Fteport No.:
~~er Arrivar1or,e
Client Lo~l Representatir►el phone number
ol,vx 1~ "olvc f~
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Subcontrac#ar STI PrujectManager/ phone nurnber ~
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Page Na. ` v# 3
Manporver& Equiprnent Used
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per S pecifica#ions Pro6lenr►s - ,
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STL FIELa REP'RESEMTATtIIE COI%JTRACTDR'S REPRESENTAT11IE
This document and reFerenced addenda are ta be considered prelirninary until reveiw►ed andsigned bythe STI
constructian engineer and/or STI prvject manager.
REVIE1NED BY: DATE ST'1PROJECT MANA~'aER: DAlTE
O:lformslstilfia EdPep.pm 5
Correspontlireg DeficieneyRepork No;
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Date Inspector's Daily Report No.:
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STI Project No. ~ Hage tvo. 2- ot
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Comrnents:
(1Nork Completed ApparentJy ~ I(e, Dew T--et 4 Vf 1 I/ Cf S 1'L°C ~ei V P~+bn E' 1,::% b I~v c~ S ~ 5Li, 3
per Specifications Problerns `
and their Solutions) i vi I G?!n0` f~iS~ hl~ etr ~O vv"° iA VSl hq Gi l/1 I0 T V<, WA
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707 West lth -Sulte 204 (509) 458-6840 PAGE 3 OF 3
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Project Name,,Z Date:
Project No. Report IVo.:
`1`2 o t -z- 3 (7
w her Arnvai time
Client
Local Representative/ phone number
S N n 12~ w c^ o D 1-1-o w~ E- S T-t> w• ~1 ri d(v-e (1
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CvtiS-~. v Dc'~i~-, f3c'vzo'--►s Ic,.
Subcontractor Project Manager/ phone number
=-N t4 -b
Page No. , of ,Z Manpower & Equipment Used
Comments: (VlForic Complebed APParentiY LAJ j: -d t2-
per Specifications Problems
'eirSolutions) 1.~~~5 v t~ S'~~~-Ad~U ~ 3 ~'T'1 , c~• t ~U
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STI FIELD REPRESENTATIVE CONTRACTOR'S REPRESENTATIVE
This document and referenced addenda are to be considered preliminary until reveiwed and signed bythe STI
construction engineer and/or STI project manager.
•
L' le;`'7
REVIEWED BY: D TE STI PROJECT MANQGER: DATE
~
rmslstilfeldrep.pm5
Corresponding Deficiency Report No: 0:lfo
~ -
TAN4RTHWEST ; tElllt~co
SOILS, TESTING & INSPECTIQN
u ~ . • ~ ttt~~~'~.
NUCLEAR GAUGE TEST RESULTS
Job Name: STI Joli No. q y~ f Z W.O. .
Field Report No. -3 p Date: 4h6~qrl Tech:
Page 2 of p . DS= MS=
Test Location Ft. Below Wet Moisture Dry Max. Percent Pass Retest
No. SG. Density (Percent) Density Density Compaction or of DT
Elevation (PCF) (PCF) Fail No.
( (4od q+ AsPAA I - - - i s y 43 qS .
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DAILY FIELD REPORT Project Name . Date:
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STI FIELD REPRESENTATIVE CONTRACTOR'S REPRESENTATIVE
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. PAGE 2 OF 3 ,
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PACIFIC FIELD REPORT #
ENGlNEERlN.Q PAGE ;p 0 F3
707 wc3t 7tn - s,ite zoo (509) 458-8840 DATE• Z4-00
~ Spokona, WA 99204 FAX: (509) 458-6844~ ` ~ J~' ~ ' J
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June 23, 2000
STI W.O. # 99012
Riverwalk 8' Addition, Comment Sheet for Construction Certification Package
Density testing, using a nuclea.r moisture-density gage, was not performed on the water line backfill or
the road subgrade. The backfill for the water trenches was visually inspected and tested using hand
probing. Performance testing, using a vibratory roller, was later performed on the entire road subgrade.
All observed pumping soils were removed and replaced. According to the field reports, CSBC was
placed only after proof-rolling of a11 the subgrade found no soft soil areas.
Visual inspection using hand probing and proof-rolling by qualified personnel are accepted methods of
subgrade compaction verification in the geotechnical engineering community. These test methods are
often more reliable and recommended for gravel soils, like those present on this site and used for backfill.
Based on the performance noted in the field reports, tlie subgrade soils were compacted to an acceptablc
level for supporting the road sections.
The CSBC/CSTC was visually observed to be placed and compacted in tvvo lifts. Compaction tests were
performed only on the top lift. Based on the density testing; the lifts were compacted to a density
exceeding the specified compaction.
~
This comment sheet is intended for use as part of the certification package for the Riverwalk 8' Addition
project and is not intended for use as a separate document.
Sincerely,
STI Northwest
Q' Op ~~1►G `rY
y
~
3U72
~
~NAL
LEM~ REs os/i ar0-
Jay W. Logan, P.E.
3628 E. Ferry • Spokane, WA 99202 • Phone (509) 534-9711 ~ Fax (509) 534-9755
~ 1 _ .
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~ S-ection D
Revised Pond Details
a'
s.89'4a'04°w • ~ ' PROPOSED fCEYST~NE ~
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~0~0~ FLAT BOT'fDl+~l ARE~1
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SIDEWALK EASEMENT STANDARD B-1 TYPE "B" DRYWLLL
VVi TFi TYP E 4 M ETAL FRAM E &
SDLID LID. STA. 11+00, 23.5 LT.
E}C15TIIVG 17' VVIDE GRATE ELE11. _ 2025.39
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DRAINAGE AND 0 • ~
UT1LITY EASEMENT - ~
EXISTING CURB INLET TYPE 2
~ 5TA. 10+$0 LT.
T.C.=202$.33
4. ~ - EXISTING 38 L.F. DF 1 2" C.P.E.,
S=0.0182, IE(rv)=2023.72
: iE(S)=2024.43
a
• EXISTING SP4ISANE C0UNTY
15' B.S. CONCRETE INLET TYPE 2 IIVITH
W & GRATE STANaARQ TYPE 2 METAL
~ 7FA 14Jf63y 28,5i L1,
FRAME GRATE ELEV. = 2027.43
J
, - • EXISTING 17' DRAiNAGE &
UTiUTY EASEMENT
2 o' B.S. • ADDING S' 1+VIDE SIDEV+lALK
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~
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EXP«Es 9/244ft
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PACIFIC RI11ERWALI~ fiT-I ~►DDI~IO~V
1 ENGrNEERING REMsEa POND
707 3lVest 7th • Suite 200 (509) 458~-6840 ~--t~~,.a~ . DA~: ~fi~11 ~9~
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PROPOSED 8' SIDEWALK ~
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EXISTING 17' DRAINAGE EXPIRES 9/24~= ~
AND UTILITY EASEMENT
2-„ KEYSTONE TYPE RETAINING EXISTING WALL APPROX. 1.5' HIGH 6' 6' SIDEWALK `
EXISTING RECONSTRUCTED IRRIGATION
POND BOTTOM SYSTEM, TYPICAL
ELEV = 2026,93
SECTIONAL VIEW POND SECT ON A
NOT TO SCALE ` 0/
LOT 8, BLOCK 1 I NLAND
RIVERWALK 6TH ADDITION PaciFic
ENGINEERINQ
99004-1O1PW1.DWG DATE: 06/11 /99 707 weat 7th • Suite 200 (509) 458-6840
\ / `Spokane, WA 99204 FAX: (509) 458-8844~
. - ' • 414',65 LF. OF 18' C.M.P. IDEWAL.K dt S~0.0100, I.E.W)~2018.92, Y EASQAENT - ..I.E.(~~2018.Sf - ~
5' WRB INLET TYPE •"1'
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5' CURB INLET TYPE °1'
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POND BOTTOM AREA s/ 39A S.f. .
. PERIME•TER - 156 L.F.
. . • " •
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FERfMETER - 156 LF. . ~ - • TOP Of B~RM m2019.82
-REQINR£D ~2~~ VOLUME ~ 734 G.F. . ~ ' ~ .
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