28265 PE-1800 AS BUILTS ENG
NoRZHwEs-r
MEMORANDUM 3628 East Ferry
Spokane, WA 99202
509-534-9711 509-354-9755 (fax)
To: Bruce Howard
From: Bob Graham
Cc: file
Date: 11/14/2000
Re: Valley Vista (Beckers Ridge) Construction Certification Package
I have reviewed the notes we received from Randy Stronks with Spokane County outlining
deficiencies in the package.
I have added laboratory results to the package for the "A" and "E" asphalt that had not been
included in the original submittal.
Mr. Stronks questioned why the contractor was allowed to place the "A" mix asphalt when the
underlying lift of "E" mix had failed compaction testing. Field Report No. 17, dated 9/5/00,
states that approval was given based on the small lift thickness of the "E" mix and visual
inspection of material variations and uniform densification efforts.
Water and ublity trench backfill density tes6ng was done in conjunction with subgrade testing.
Please refer to Field Report No. 12A, dated 8/28/2000.
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AiNORTHWEST
3628 EAST FERRY v~~~FFq
SPOKANE, WA 99202
PHONE (509) 534-9711
FAX (509) 534-9755 Transmittal
Date: November 20, 2000 Phone No.
W.O. No.: S000233 Fax No.
To: Spokane County Engineers Office
1026 W. Broadway
Spokane, Washington 99260-0170
Attn: Mr. Randy Stronks
Re: Valley Vista (Becker's Ridge), Construction Certification Package
Transmittal of the Followin_q:
A three ring bound set of all correspondence followed by the inspection and testing
reports for the work constructed. .
Notes:
If you have any questions, please give me a call.
Thank you,
Bruce A. Howard
~?As-Bu1ltSmENGII Qwner
~
PE-180 a / 7 Applicant -
O . _96 Gerald & Margaret 13ecker
Jeffrey M Mackleit
BECKERS RIDGE
26-25-44 T&RDate05/30/1996 @0 1:15
Prelim. Review Hearing DAte 10/09/1996
J:S77transmiual-v.1-11/99 45261.1427 45261 1428
S. 22~ID, N. 24TH, E. PROGRE$S, W. SULLIVAN
` Lg I-ots No / 7 LOTS - 2.2 ACRES (ENGINEER'S DEPT) - Plat File-
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NORTHWEST ~oF ,ca~
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SOILS, TESTING & INSPECTIOI~~-November 3, 2000
STI W.O. # C-70-S000233 .
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C~~ 88
Spokane County Engineers Office spokANE 1a
1026 W. Broadway NryFNG/NF
Spokane, WA 99260-0170 ~R
Attn: Mr. Randy Stronks
Re: Valley Vista (Beckers Ridge), Construction Certification Package
Dear Randy,
Please find the following infonnation which is intended to be used by you in the certification and acceptance
process for Valley Vista (Beckers Ridge).
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 insgection work
provided.
A. Correspondence
B. Test Reports
C. Daily Reports
2. A set of original mylar drawings and two bond copies for your files. Please note that these mylars
are new ("Recorq Draw*gs") and should replace or supplement the mylar dra.win&s ~t ypp
currently have for tlus project. It should be understood that this submittal provides certification for the iaitially constructed items associated
with this project. This certification only implies that the items shown were substa.ntially 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 dire 'on package submitted please
do not hesitate to call. 1• NE
Sincerely,
STI Northwest g ~ x
° 37228
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.
. , ,
Paul T. Nelson, P.E. \ EXPIRES: j/ld-
3628 E. Ferry • Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755
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~ NORTHWEST
SO/LS, TESTING & INSPECT/DN
June 19, 2000
STI W.O. #C-70-S000233
Spokane County Utilities Department
1026 W. Broadway
Spokane, WA 99260-0170
Attn: Billy Urhausen
Re: Valley Vista: Bond Reduction Request Dear Billy,
All work associated with the air aad mandrel testiag has been completed in substantial conformance
with the plan set and specifications. At the request of our client, Tomlinson Black, we request a
reduction of all associated sewer construction bonds for any related work associated with this
project.
I have enclosed copies of the daily field 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.
~ QJ. I.OCi
Sincerely,
w
STI Northwest
~
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~IaES 06/14/p 1,
~
. Logan, P.E.
enc.
cc: Brian Walker
3628 E. Ferry • Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755
. - . .
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NORTHWEST'
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~ DAILY FIELD REPORT ProJect Name . Date: .
Va y I/rsfo% 61iqhqo
Project No. - ~ Report No.: .
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S77fIELD REPRESENTATIVE cONrRacroRwS REPREsENrarniE Thi,s document and refemnced addenda ar+e to.6e considered preliminary untii revefwed and signed bythe STI
constructioh engineer and/or STt, project manager. .
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SO1LS, TESTING & INSPECTION
August 4, 2000
STI W.O. # S000233
Spokane Cou.nty Engineers Office
1026 W. Broadway
Spokane, Wa. 99260-0170
Attn: Mr. Randy Stronks l~/~f, ~ . ~
- - ' /ti
~
Re: ake, Construction Summary
J-une 12 - June 19, 2000
Continental Contractors: Contractor
Greenstone Corporation: 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 ciaily 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. 'I`his letter is not intended to be a submittal for acceptance. It is for informational
use only.
• MH installed on 24' Avenue. • Sewer main and side services installed on project and density testing conducted.
• Air and mandrel testing completed. 6/19 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. -
Sinc4erel
st Paul n, P.E.
cc: Tomlinson Black - Brian Walker I
Mountain Crest - Don Matteson - " .
CLC File
STI File "
3628 E. Ferry a Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755
-
. 8-17-00; 4:47PM;SpoKene COUnry utii ;609 477 4715 0
Sp0/[aflo C0lat(y ~
MbTA., ,a~T~• 1 2oo7 E wdY VALLSY Spokane, WA 99206 .
TnP /CQQI 479 loRd Le 4- [5491 477 6496
Inspection-protocol
Date: Project Weather: Operator sectionnumber: Section Name:
0$114f00 tO 45 citar dry chris , i valEey vista est
Plartnin #t: truck: Camera: Presex Cleaned: Grade:
_ ps•140~-81 u-307 . • p
7owrt: spofcane Map #1: Length: 198 FT .
StreeC s beqeet d . Map, t2: MH: 151.5123.4
Sltuation: Str+eet•tighttraffic Tape918 MN: 151.5j24
. Reason for Inspectlonpre-pave trspection Diameter: 6"
Sectlan 7ype: wastewater ARAterial: PVC sectionlength:
Protectlon: -
Crid: Z6g4i Rle 1602
Remark:
i: iQQO posidon oode observation '
counter photo grade
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4 Z$.fiQ T Tee. at 09 o'clock, diameter 4 in 00:01:21 0 ~
4Z.9.Q T Tee, at 02 o"clock, diameter 4 in 00:02:33 0
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4 114.00 T 7ee, at 09 0' dock, diameter 4 in 00:05:45 0
, 131.b.Q T Tee, at 02 o'dotk, diameter 4 in 00:06:51 O
' 198.GQ FH finish survey 00:10:05 0
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♦ E%W t TCZ t.0c,15m,
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RECEIVED
AUG 1 s 2000 534 -9DI5S
STINORi"HWEST
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SOILS, TESTING & INSPECTION
August 31, 2000 .
STI W.O. # S000233
Spokane County Engineers Office
1026 W. Broadway Spokane, Wa. 99260-0170
.
Attn: Mr. Randy Stronks
Re: Valley Vista - Special Inspection, Construction Summary
July 31- August 4, 2000
Continental Contractors: Contractor
. Greenstone Corporation: Developer
Dear Randy, This letter- transmits the general construction activity that occurred on site during the time listed
above. T}us letter is not intended to replace the construction daily report produced by STI - Nort,hwest or its staff, but it does tra.nsmit 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
speci.fications. This letter is not intended to be a submittal for acceptance. It is for infornaational
use only.
• 2 drywells installed on site.
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,
S No w st
~ Paul T. son, P.E.
cc: Tomlinson Black - Bria.a Walker
Mountain Crest - Dick Materne - CLC File STI File
3628 E. Ferry• Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755
~
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~ N4RTHWEST
3628 EAST FERRY .
SPOKANE, WA 99202
PHONE (509) 534-9711
FAX (509) 534-9755 Transmittal
Date: September 12, 2000 Phone No. 477-3604
~ " ~ .
W.O. No.: ,I Fax No. 477-4715
23~.,.
To: Spokane County Utilities Dept.
1026 W. Broadway
Spokane, Wa. 99260
Attn: Billy Urhausen, or Gene Repp
Re: Valley vsta Post Pave T.V. Request
Transmittal of the Followinq:
Notes: Please process the attached T.V. request. Please let me know if you have any questions, or require any
additional information.
Bruce A. Howard '
cc: Mt. Crest
J:S['(OraISnIftW-v.1-11/99
s
SPOKANE COUNTY UTILITIES DIVISION
WASTEWATER OPERATIONS
IfVSPECTION REQUEST FORM
• • , , INSPECTOR
dC>
FROM:
PROJECT NAME:
PROJECT
REQUEST FOR:
13 PRE-PAVING T.V. INSPECTION ~ CHECK HERE FOR RE-N INSPECTION
Optionai inspection, unless othervvise requested will inGude the same as post paving insaection.
B000po'-OST-PAVING T.V. INSPECTION 1:1 CHECK HERE FOR RE-TV INSPECTION
Required inspection prior to acceptance, inGudes complete video inspection of all Ilnes for:
'cleanliness 'stub locations 'identifying any faults
~ POST-PAVING MANHOLE INSPECTIONS
~ SPECIAL INSTRUCTIONS:
CONTRACTOR: ~bt,e4u7-?41 A-/ r
BILLING ADDRESS: 'ac),
(If New) e:~f
~,~1,,4. ~"Ip2~1
FIELD INSPECTOR: RADIU NO.:
(include drewing of aft lines and/or manholes requested)
AT THIS TIME ROUTE • UTILITIES D • ANNING AND DESIGN"
PROJECT NAME:
ACTIVITY JOB#: PLANNING #
ATTACHMENTS: 13 DRAWING-OF REQUESTED ~ DRAWINGS AT
AREA INCLUDING MANHOLE #S WASTEWATER
AND 1/4 SECTION #S OPERATIONS FIELD OFFICE
DATE FORWARDED: BY: DATE RETURNED:
' A i ROUTE • UTILITIES • ON "WASTEWA ' OPERATIONS"
ISSUE DATE: FILE NO.:
JOB NO.: VHS TAPE NO.:
~ ASAP ~ WHEN POSSIBLE ~ OTHER:
~AD'D'm lON~ N~ST ' ~U~'~ ~ S•
DATE COMPLETED: OPERATOR(S)
White - Utilities Yellow copy - Construction Revised 3110100
oy
40 0
~ N4RTHWEST
-
SOILS, TESTING & INSPECTION
September 15, 2000
STI W. O. # S 00023 3
Spokane County Engineers Office
1026 W. Broadway
Spokane, Wa. 99260-0170
Attn: Mr. Randy Stronks
Re: Valley Vista - Special Inspection, Construction Summary
August 7- August 25, 2000
Continental Contractors: Contractor
Greenstone Corporation: Developer
Dear Ra.ndy, 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 acceptaace. It is for informational
use only. -
• Gurb SG density testing conducted and approved.
• Curb concrete placement was observed and field testing performed.
No major deficiencies to report at t}us time.If you have any questions or comments concern.ing
any of the items listed above, please feel free to give me a call.
Sincerely,
STCNort e
Paul T. n, . .
cc: Tomlinson Black - Bryaa Walker
Mountain Crest - Dick Mateme
CLC File
STI File
3628 E.- Ferry • Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755
- -
; , Oy
~ IV ORT H W E ST o~~,~~. ~ SDILS, TESTING & INSPECTION
September 15, 2000
STI W.O. # S000233
Spokane County Engineers Office
1026 W. Broadway
Spokane, Wa. 99260-0170
Attn: Mr. Raady Stronks
Re: Valley Vista - Construction Summary
August 21- September 1, 2000
Mountain Crest: Contractor
Tomlinson Black: 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 inforniation concerning the construction
activity. Any item that may be listed below may or may not be in compliaace with the plans and
specifications. This letter is not intended to be a submittal for acceptance. It is for informational
use only.
• Subgrade compaction testing was conducted.
• CSTC was placed in 21ifts. Each lift was tested for compaction aad approved. • Storm drainage swales A2, B, and C were inspected for conformance. There is additional
work required on the ponds. '
• Sidewalk subgrade density testiag was conducted and approved. No major deficiencies to report at this tirne. If you have any questions or comments concerning
any of the items please feel free to give me a call.
'ncere y
l S h
~
Paul T. e o P.E.
cc: . Tomlins Black - Bryan Walker
Mountain Crest - Dick Mateme
CLC File
STI File
3628 E. Ferry • Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755
~ .
/6ENEq,~c
/~s~•
NORTHV1/EST
- ~AMER~
SOILS, TESTING & INSPECT/ON September 20, 2000
STI W.O. # 5000233
Spokane County Engineers Office
1026 W. Broadway
Spokaae, Wa. 99260-0170
Attn: Mr. Randy Stronks
Re: Valley Vista - Construction Summary
September 4- September 8, 2000
Mountain Crest: Contractor
Tomlinson Black: 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 traasmit the general information concerning the construction
activity. Any item that may be listed below may or may not be in compliance with the plaas and
specifications. This letter is not intended to be a submittal for acceptance. It is for informational
use only. • Class E asphalt was placed ofi the new widened portions of 24m Ave., and Progress Rd.
• Class A asphalt was placed on the project and on 24`hAve. up to Progress Rd.
• Density testing of.asphalt was conducted.
No major deficiencies to report at this time. If you have any questions or comments concerning
any of the items lis~ please feel free to give me a ca11.
Sincerel . S rth Paul T. e son, P. . . cc: Tomlinson Black - Bryan Walker -
Mountain Crest - Dick Materne
CLC File
STI File
3628 E. Ferry • Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755
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NORTHWEST
3628 EAST FERRY
SPOKANE, WA 99202
PHONE (509) 534-9711
FAX (509) 534-9755 Transmittal
Date: October 2, 2000 Phone No. 466-5794
W.O. No.: 5040233 Fax No. 466-1514
To: Mt. Crest
P.O. Box 1800
Mead Wa. 99021
Attn: Ross Re: Post Pave T.V. RepoK for Beckers Ridge
Transmitfal of the Followinq:
Post pave T.V. report Notes: Ross,
Here is the post pave T.V. report from the County. I just got R this aftemoon. i guess Bryan is trying to .
get permits for the plat on Wednesday, so ell the items have to be completed. if you can get this done .
ASAP, Gene Repp will have someone re4nspect the manhole at the north end of Bedcer Court.
If I would.of had this earlier, I would have given the info to you when we spoke on the phone. if you need
any addifional infortnation, please feef free to give me a catl. Oruce A. Haward
vice President
J:S't'ltie~ital-v.l-1 U99
lU- 'G-UU; 4:40YM;SVVKt1tIC L.U4tILy VL11 jbUL! 4// 4/lb iR 1/
, ^ .
SPOKANE COUNl`Y UTILITIES OIVtSION
WASTEWATER OPERATiONS
INSPECTiON REQUEST FORM . . , . .
DAfiE:
FROM:
PROJECT NAME: PROJECT
C ~o 5 ~~33
REQUEST FOR:
~ PRE-PAVINC3 T.V. INSPECTIOPI ~ CHECK HERE FOR RE-N IMSPECTfON
OpUona! Mupeciion. uttess W'hecwnse requested wRt indude the 8ame as past pavinp inspection.
eloopo,OST-PAVING T.V. INSPECTION 11 CHECK HERE FOR RE-TV INSPECTION •
R"Ared hsPetfxom Rtiot bacoeptance. indufes cvdnplebe video inspection of ap bes for. 'Ch.'inftSd 'BtUb fOCal0AS tdellt4i3lg ally faWts
~ .POST-PAVING MANHOIE INSPECTIOAJS--" ~ SPECIAL tNSTRUCTfONS: , RECEIVED
C;l; I tg 1 1UA
- - Wt5 I CONTRACT4R:
BiILING ADORESS:
(ff New) .
. FIELD INSPECTOR: RAD10 NO.: .
(Mduda drewtnp of a# liries end/or manhoks requestedJ
ROUTE • UTILITIES DIVISIO PL4NNING . D DESIGN"
PROJECT NAME: VA~,I.~Y VWA ES'~~ /Utpe" QA (XIF
. ACTNITY#: J06#-JP•4S PLANNING S. IQO~,
ATTACHMENTS: ~ DRAWING OF REQUESTED KD%AWINGS AT
AREA tNCIUDING MANHOIE #S TEWATER
. ANU 114 SECTiON #S OPERATIONS FIELD OFFICE
DATE FORWARDED: ~1I.OL~ BY: OATE RETURPlED:
• • , ROUTE . UTILITIES . . . . • rIONS"
ISSUE aAYE: FII.E NO.:
JOB NO.: ~ 7-4 VHS TAPE NO.:
~ ASAP -~WHEN POSSIBLE OTHER:
+','"Xr ' ' _ t •~3_i=:n. : .'q.•.
` ' ry .+r A F • rv.' 31 C _
•~i~! r r ~s'~a_ _ 2rl'ia S 'ynj. .4 ~ ~i....i-C:
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ti ~~w - ''a• 's .
DAtE COMPLETED: ~L~y orv OPERATOR(S)
t Wfiite - Utilities Yellow copy - Canstruction Revlsed 3110100
v- c-vv; v:yorM;~ppKbn~ Vour~~y vi~~ ;SUy 477 4/lb tt'L/ ~
a
, OJOluihfA Cld~
mead WA 99021
Tcl: , Fax:
Inspection-protocol
Date: Projett Weather: Operator. sectionnumber: Section Name:
09112100 tp 45 clear dry chrLs 1 vatley vista est
Planning tnrdc: Camera: Preset: Cleaned: Grade:
Qs•1407-81 u-307 ' 0 •
Town: rpokane Map #1: Length: 198 FT 1
Street g bedcer d Map #2: MH: 151.5/23.4
Situation: Street- U9ht traffic Tape 930 MH: 151.5/24
Reason for inspeWonpte-pmre inspec!!on Diameter: 8"
Section Type' • wasLewater Material: PVC sectiontength:
Protection:
Crid: 26541 . File 1602
Remark:
1:1000 podtion aode observadon counter phofiu grade
1
28.60 T Tee. at 09 o'clock, diametef 4 in 00:01:21 0
~ 47_40 T Tee, at 02 o'clock, diameter 4 in 00:02:33 0
~
114-0T Tee, at 09 o"clock, diameter 4 in 00:05:45 0
• 131_60 T Tee, at 02 o"clock, diameter 4 in 00:06:51 0
1 1 Q$.QQ FH Flnish survey 00:10:05 0
vailay vKta estaties.mdb /1 page: 1 '
Spokene Camy, 12007 E. Empire Way, Spolm, WA 9920b, Tek (509) 477 1984, For (549) I77-G99811 valteydate eatatu.mdb ~
Q
-Uate -Locatfon ~Stroet -Jlap No.
Matiliole - , . 151.61Z3,4 08112M0 epokane , s becker ct `
, r
X Y Z caordtnabes -manhole type -deplh -dimensions ~
c
-Manhole AdJuatmertt Rings -Stieps -Channel -nemarks: martar on rungs ~
~ no damage 21 no damage ❑ no demege ❑ no damage rodcsldirt in channel
~
❑ Adjust ta grade ❑ Out of apec. ❑ M issing ❑ Rough ~
i
❑ Unabie to looate ❑ Need grout ❑ coiroaea ❑ High spet ~
. ' ❑ Misaiigned ~ Loose, aefect ❑ Poarty shaped ~
-Manhole Lid
' ❑ Pipes not grouted r
~
no damage -Manhole Cone #toob . Q Debtis c
❑ Damaged or Mistsimg no damage ~ no damage '
. Q Poor 2 ❑ Cradced ❑ severo ❑ Cradced .
~ ❑ Sealed ❑ Patch Oft hole,s ❑ Moderete -Drop ❑ Step Protruudes ~ no damage
-Manhole Frame -Save 4{.ater p Fbw snowers in
~ no damage -Repair Now ~ no damege
❑ Chipped 0 no damage ❑ unsa~Ctary, defeccfiv~e ❑ Unsat~slactory, defec~ve ,
❑ Displaced ❑ Badcup ❑ Invert highst insuiffciertt -Groundwater Inflltration .
❑ Offset ❑ MenhoEe fallure ❑ caidde buld-up ~ nothing
❑ Craclced ❑ Mechanicat plug ❑ cracked ❑ Through Od
❑ Broken ❑ TotaN bbdced ❑ broken ❑ Through wap
❑ deposft ❑ Through sheif ~
c
' a
~
,
, d . . . condilioti
,
I I ~ I ~ I I
P89r. I
4
NORTHWEST pfA~~~p ~
♦ .
SO/LS, TEST/NG & INSPECT/ON
October 10, 2000
STI W.O. C-70-S000233
Tomlinson Black Spokane, Wa. 99027
Attn: Mr. Bryan Walker
Re: Valley Vista (Becker's Ridge)
Spokane County, Washington
Dear Mr. Walker:
This letter transmits a list of deficient items associated with the construction of street and storm drainage facilities for the above residential development that were observed on October 6, 2000.
The items below either have not been completed, or are currently in non-conformance with approved
project plans and specifications and applicable Spokane County Standards for Road and Sewer
Construction. This letter is based on items observed during a site visit on October 6,2000 and is
limited to areas of the improvements whose adequacy.could be visually determined at the time of our
visit.
This punchlist is intended to help you and your contractor obtain "Final Acceptance" of the
construction for the above referenced proj ect. We will continue to work closely with your contractor
to complete the final items, but a final acceptance walk-through will need to be requested.and
completed by a representative from Spokane County. The absence of constructed items from tlus list in no way implies that any unlisted items have been approved or are acceptable under current County
Standards.
Public Road and Drainage Construction
1. Clean and sweep all streets, gutter lines, and sidewalks. .
2. Backfill all sidewalks and curbs to within 2 inches of top. 3. Needs street sign for the corner of Becker CT and 24m Ave, per construction note 14, sheet 2
of 4.
4. Complete class "A" on the of 24t' Ave and Progress Rd per section detail A, sheet 3 of 4.
3628 E. Ferry• Spokane, WA 99202 9 Phone (509) 534-9711 • Fax (509) 534-9755
~
a -
If you have any questions regazding this punchiist, please contact either Bruce Howard or myself at
our office. ' Sincerely, STI Northwest
~
Frank H. Willingham , -
CET copy: Dick Materne, Mt. Crest, Inc.
CLC File
STI File
~
~
S77NORTHWEST
3628 EAST FERRY
SP4KANE, WA 99202
PHONE (509) 534-9711
FAX (509) 534-9755 Transmittal
Date: October 10, 2000 Phone No.
W.O, No.: S000233 Fax Mo. 922-7923
To: BiN Smith
Attn:
Re: Beckers Ridge Water and Fire District acceptance
Transmittal of the Followin :
Water Purveyor Acceptance Form
Fire District Acceptance Form
Notes:
Bili -
if you need any additional information, please feel free to give me a call.
Bruce A. Howard
Vice President
J:Sf[transmittal-v.1-111°99
~
. .
~ WATER PURVEYOR ACCEPTANCE FORM-
SPOKANE COUNTY DIVISION OF BUILDING & CODE
~ .
ENFORCEMENT I OR~'__ r 1026 WEST BROADWAY AVENUE
SPOKAlf COUII~TY SPOKANE, WA 99260 _ 509-477-3675
Instructions: Please contact the serving water distYict and have them complete the informatio?~ on this form. This ,
- completed form must be presented to the Division of Building and Code Enforcement before building
permits cdn be issued within this subdivrsion. In most cases releases are required from both the water
purveyor and the serving fire district (see opposite side of this form). _ • -
TO: Spokane County Division of Building & Code Enforcement . , '
West 1026 Broadway Ave. . '
Spokane, WA. 99260 . .
ATTN: Permit Center
RE: - Final Plat: 4s) . Plat Number:
The,public water system for the above referenced plat has-been installed, tested and accepted as operational- pursuant
to the water-plan approved by County and State Health Authorities, including the serving.Fire District, Spokane
County of Division of Building &'Code Enforcement, and Spokane County Division, of Current Planning.
Building permits may- be issued to lots 'within this plat.
WA-TER PURVEYDR: . ; ~ . . _ ,
STATE ID NUMBER: ' . - , }
SIGNATURE: . ' . , -
. , .
TITLE: DATE: .
\\Earth\BACE\Froms\Masters\Water & Fire Acceptance Forms
~
! FIRF L7ISTRICT ACCEPTANCE F4RM
SPc:)KANE CC)LTN7'Y I)IVISION C)N BUILDINCJ & C-;(_)I?F. ENFOIZCEMENT
1026 WFS'I' F3RC)ADWAY AVENLTE
51umiq, GxK-lY SPOKANE, WA 99260
- - - - so9-477_3675-- - - - -
Instruc-tinns: Pleasc contac-t the servingfirc district and havc lherra coiraplete the information on this fcarrn. 77715
completed jnrrn mr:st he presented to the Divisiort af Builcling and Code Ertforcement before btcilding
permits can be issued wichin rhis subdivisiori. fn rraost cases releases are required from botb the water
purvcYyor and the seYVirig frre district scc opposire sidc of thrs formJ.
TO: Spokanc County Division of Building & Codc L'nforccment
West IOZb Broadway Ave.
Spokatie, WA. 49260 ~
ATTN: Permit Center
RE: Final Plat:
i
Plat Number:
I-L~- wcp
The Fire District requirements for the above referenced plat have been met. Building permits may be issued to lots '
within this plat.
FIRE DISTRICT:
SIGNATURE: Q~
TITLE: Eff,~.
DATF: ~Q
\\Elartli\B ACEWroinsW3sicrs\V`ater ~C rire Accepc3cice T'orms
.OCT- 9-00 M0N 3:17 PM VERA PAX N0 5223929 P. 1
, Oct 09 00 03:20p STI Northwest (509)534-9755 p.l
~ NaRTNW EsT
3628 E. Ferry Spokanc, WA 99202 (509)534-9711 Fax (S09)534-9755
FAX 7RANSMITTnL
- , :
DAT[: PAGES' - ~ INCIUUINC COvI'R Sf{EEr
TQ:
. ~ ~ . . . . .'_FAX:.
COMPANY: ~ vL~ !
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PRO)EC7 .
ORICINAL fN MAII: O YES O NO
NOT ES: ' -
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CC: Mf1l@ :
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gffldenti Notice ;
This documaM(s) oocanPanyln8 iti9 fax lransmhslon contmn(e) trtftmdlon, wldch la oonfiQe+tiliet end DMeged. Thls iniamalton Is lntenaed to ba tor the
IndlvlQii6f Or entity 6el tQRh Abm. t( you ere nd tDe tntenQed r3cipient, pfease be aMrare lhat eny dscia9um oopytng, dl9t(IbNTtdlOf Y4B 0f Ihe COrdt1119 OI fhl0 •
infamalion ia prohibked. Thank yau. .
ASOfeuAorm 41,0-4100
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LABOR.A,TORY REPORT PROJECT: Be c
~
N"NORTH WEST .1110ISTURE DENSITY PROJECT NUMBER:
3628 EAST FERRY RELA7.1ON ~(4.- 7 6- S 006 Z?z ~
SPOKANE, WA 99202 ASTMDl SS7/698
(509)534-9711 fax (509)534-9755 9
--~•V..s.,.~.~, :ti„ ; n....,_
.
LOCATION SAMPLE LOG # L('Z S- DATE
1ES'T DATA
, _ . ~
. . Aftici~ Ys'r
~)N
S /1WD/yiU • - ~ ~~f OI.D ~T.
7IMT No. 1 2 3 4 5 Im OIS?URE COrI~T10N f1oa F 2mo t3 S0
~ifi 0~' S011. dc ~AOL.l~ lb~y l~ sL ii. ~!o s3
EIGHfi I~0~.0 1~, IMET W4GHT SOit, 9.~~
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7, `8 7.ss
NE1' DRY WEtGHT SdIL 9,3z
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ORX. 0~ pcf 3 IZ9. t IZ,q. o M-7.3
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'18% ~w• l 3t'z7' l
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DRY VIIT. OF SOIL dt 1'AFtE Q18a sq&iL .9 q6Iz6 W8b,ci ~
i - • ,.r . - •
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ns YVEM'f - hlATM ! 9~. 3~,~. b 3'3Z. I~{~► z .
~ WQK;Hfi = DRY SOIL UZ3A • 1 qZ.glo, yZ9~, y y2,4o, s .
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x' PASSING f 4 ~ . .
M/IXiMUN DENSITY ~.pcf
OPMUN UOISTURE 7oD
. ~r..~..~-,,...~~
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10 . . . .
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- ; .
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t
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MOISTURE OF DRY WEIGHT) ~ .
. , . . . .
SAMPLED BY: U~~ TESTED BY: CAnW CHECKED BY:~C,~„ REVIEWED BY:
3' 1-114" 314" 318' 04 !18 #10 #40 0200
100.00 ~ , 0
~
~
90.00 .
~
1
80.00 20 P
e
30 r
P 70.00 • c
e
8 1 ~ qp n
~ .
c 60.00 t
.
e
R
~ • .
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t 50:04 50 8
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P
80
~ 40.00
s
g ' -
i 30.00 70 d
.
n ~ ~%b
9 20.00 80
♦ so
' 10.00
~ . ,
0.00 100
. .
100.00000 10.00000 1.00000 0.10000 0.01000 0.00100
GRAIN SIZE (mm) cu~ -.8 - 101f1►ER SPECIFICATION UMR UPPER SPEGFlCATION UMIT
UNIFIED SOIL CpqRSE FlNE CQARSE , MEDIUM FlNE FINES
Cl'ASSIFICATION GRAVEL GRAVEL SAND ~ SAND SAND
SYSTEM . .
' Sample Iden 'tif'ication: Sample Desaiption: Lab
Class A~asphalt ACP NA. 482
/ y ~
+ ~ I
~ ,
. P~~ Valley Vista
GMN %SIZE I.ocadOn: . Becker Ct, at 24th Ave.
jWrj ~~WEST
REPORT Job No.: Date:
3628 E. Ferry, Spokane,, WA 99202 (549)534-6711 1 r C-70-$000233 ; 8/17/00 ~
~j'~s^tr~'?~~~~;ti-~g.q~emr . -v, . . • -
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LABORATORY REPORT - PROJECT: I/ r~ / fe y V t I~. &'MN O RTH W EST ASPHA.L T CONTENT PROJECT NUMBER: s- Z 3~ 3628 EAST FERRY IGNITIONMETHOD ,
SPOKANE, WA 99202 . (SU9;~~°;~h;-9711 fax (509)534-9755 FIELD REPORT No. 17 DATE 91000 SAMPLE LOG
TYPE OF ACP MIXTURE (circle) GB D E F G ~ A B D E F G A B D E F G ;
DATE / TIlViE OF SAMPLING 9ltl o v/T3,r
;
METHOD / LOCATION '
PLANT NANiE / No.
r.;
TRUCK No.
FIELD TEMP.(°F) Z 815-
.
'Aut TEW.(°F) 63
TOTAL TONS 7 D MASS OF SAMPLE AND TA.RE
(befare test) (g) ~ 07 3 2.
MASS OF TARE (g) ~ 5-7• S
I' -)S OF ASPHALT (g) 3015,
CALIBRATION FACT4R % O. C~ 2
MASS OF SAMPLE AND TA.RE
(aftet test) (g) c w
MASS OF AGGREGATE (g) Z 8 33.6
WEIGHT LOSS (g) Z, 0 PERCENT LOSS (o) (P , O`/
BI7`UMEN RATIO (Q . 3tv CALIBR.ATED A5PHALT S 9' -
CONTENT ( /o)
BITUMEN SPECIFICATION
1-GRAB or COMPOSITE, TRUCK or SPREADER.
NOTES: SAMpLED BY: b,r ~ TESTED BY: Cmw , CHECKED BY: OCr- REVIEWED BY:_AW
o:\STnWA,BOV.ABWORMSWCTEST01 v.i.o • aroo
STl NORTHWEST
ASPHALT RICE DENSITY TEST
- ASTM D 2041 / AASHTO T 209
DATE PROJECT NAME U i ~Ie~ PROJECT NIJMBER
~
TYPE OF MMTURE A
SIZE OF SAMPLE 13o.~
NUMBER OF SAMPLES J
TYPE OF CONTAINER _(circle one TYPE A,B,C,D,E, or F)
TYPE OF PROCEDURE (circle one WEIGHT IN WATER, WEIGHT IN AIR)
A. MASS OF SAMPLE, g. Z. aG ~•`I
$ MASS OF CONTAINER, g. 3,~0 C MASS OF COVER, g. 93-7•6
D MASS OF CONTAIIVER + COVER + WATER (FULL), g. -7`4 S 7, 18
E MASS OF CONTAINER + SAMPLE + WATER, g. S(o y7 •I
F VOLUME OF CONTAINER, cm3 / ft. L4'{0 S, 8/ o. ! SS'S-
G VOLUME OF SAMPLE, cm3
H DENSITY OF SAMPLE, cm' / ft.[A/(A+D-E)] Zy~ //S3 s- ~ g I 1. S 8
TEST PERFORMED AT 25°C +1.7 or - 2.3 °C (+3 or -5°F) no correction needed. See ASTM.
VOLUME OF CONTAINER =
DENSITY IN PCF (ft DENSITY AT cm3 x 62.245. (62.43 X 0.997)
RECORD DENSITY TO 0.040 cm' NOTES: TESTED BY. • CNL v-J CHECKED BY• .DC REVIEWED BY:
,
"mToxMs
r
I.ABORATORY. REPORT PROJECT: U C~ l( c-4j- ~Lx 3
~~77NORTHWEST pROPORTIONS OFMATERIALS PROJECT NUMBER:
3628 EAST FERRY . ±
SPOKANE, WA 99202 ~ WASHINGTOND.O.T.
(509)534-9711 fax (509)534-9755 p"03•8~, t
:
BO: i / INTERVAL LOCATION SAMPLE LOG # LI $Z DATE
, - AC 'P
PREWaSH POSTWAS
~ . H
; .
c
TARE I.D. ~ w TARE I.D.
's
WET - TARE ~ - DRY TARE
DRY = 7ARE TARE 3-Z-~. I~ f
~ WATER ~ DRY SOII
~
TARE WASHOUT 11310 . ^
~ DRY SOIL 3~~~ g • . ~
- ~ ;
MOISTURE CdNTENT
. ~ ~ . :
- ' ;
' L . OJMULATIVE ' l l 1 ~ti'a,F "
; SEYE WEDiT itUAM WEK*R !i RETAM 96PaSSQNG SIPIr(~FfCATION
. _ , ~ . . .
. . .
. . . ~
Irilir SOUAX - . . . . :
1' SQUARE . . ~
3/4' SQUARE
. 0/e' SAUARE
. '1/2• sQClARE 15-2- , q ~ lsz. y 5,3 'q. '7
.
; ~3/6• SQUARE 19849,1 $-3 g • 157 D $1 ~ ic> -7 S' - q a ✓
1 1i4 • sQUARE ~ y ~o ~ , /a 9. 3 3 ~ , ~ . t~ y • o . S'S- -7 ~ ✓
,
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~ .s. No. 10 7o.1 ~ lei 3 - 5 (PLt, 0 3ce- 0 30 - 4 Z ✓ .
K1.S. NI]. 40 ,s 7 9.
mu.5. ta ~200 . 2,u 3. ~ Zc~ se . ~ - ~ 3 • o , z 3 . ~ - 7 . o ✓ .
. AN , g Zo (A, 7 , . :
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~ ~ ~ ~ _ • ~ ,
AMPLED BY: ~ DC L TESTED BY: C nAw ~ CHECKED BY: REVIEWED BY:
~MMWABOV.ABIFORMSIBLANK v.1.0 12/99 ~
, . .
• . • . . . . . ~ g 1 571 10. 5 4.66
. . .
; . .
f 40 573 138.8 4.60
Elapsed f;ine: 89:00 39 575 136.9 4.54
SamPle Wei9lit: 30159 ; 38 574 131.2 4.35
Wei9ht Ldss: 182.0gL ' 37 573 130.3 4.32
Percent Lass:- 6.04% . 36 573 130.1 4.32
TFmF ComP: 0.05% • 35 572 129.6 4.30
, Galib. Factor: 0.02% 34 572 129.1 4.28
6,i turnen katio: 6.36% . 33 571 128.5 4.26
32 571 128.1 4.25
Calibr-ated AsRhalt Ctnt . 31 570 126.9 4,21
5.97f 30 564 126.2 4.19
29 569 124.8 4.14
89 538 182.0 6.04~ 28 565 123.0 4.08
88 538 181.9 6.93 ; 27 567 120.8 4.01
87 538 181.7 6.03 ' 26 566 11$.7 3.94
86 53$ 181.5 6.02 25 565 116.4 3.86 $5 537 281.3 6.01 . 24 564 113.6 3.77
84 538 1,$1.1 6.01 , 23 564 118.2 '3.66
83 538 160.9 6.00 ; 22 563 106.9 3.55
82 538 130.7 5.99 21 563 102.7 3.41
81 53&u 180.4 5.9E 20 563 98.3 3.26 $0 538 180.2 5.9E 19 564 93.2 3.09
79 538 180.0 5.97 . 18 564 87.9 2.91•,,
78 538 179.7 5.96 17 565 81.9 2.72 77 538 179.4 5.95 ' 16 568 75.6 2.51
76 538 179.1 5.94 15 572 68.7 2.28
75 538 178.7 5.93 ; 14 581 60.9 2.02
. 74 5?' 178.3 5.91 ~ 13 594 53.4 1.77
73 ` 17°.0 5.90 ~ 12 572 42.1 1.40
72 177.6 5.89 ! li 531 30.6 1.01
71 5, 177.0 5.$7 ~ 10 505 21.2 0.70
' 70 538 176.6 5.86 ~ 9 4fi~ 1~.9 0,46
_ 69 538 175.9 5.83 ' S 470 $.5 0.25
68 538 175.7 5.83 7 465 5.5 0.18 67 537 175.1 5.$1 ` 6 462 4.1 0.14
- 56 537 174.5 5.79 5 459 3.0 0.10 .
65 537 173.9 5.77 i 4 455 2.1 0.07 64 539 :173.2 5.74 3 452 1.0 0.03
63 538 '172.6 5.72 2 450 0.6 0.02
.
. 62 538 171.8 5.70 I 1 452 0.3 0.01
' 61 537 171.0 5.67 '
66 536 170.2 5.65 i T:TEMP:WT.LOSSIiLOSS . ~
59 536 169.3 5.62
S$ 537 168. 3~. 5.58 F i 1 te r Se t P t: 750° C
57 538 167. 4<; 0 5.55 ~ C ham be r Se t P t: 538°C
56 540 166.352 ~ - ~
~ ~ C
55 543 165. 2-5. 48 Tested Bg:
;
54 545 163.9 5.44
53 547 1,62.6 5.39 h1ix Tgpe:--A
549 161.2 -5.35 51 552 159.6 5.29 SarnP 1 e I D: 56 554 158.2 5.25 Tirne: 17:33:22
49 555 156.5 5.19 ; Date: 05-09-00 48 557 154.8 5.13 ; . ; 47 559 152.9 5.97 ;
46 561 150.9 5.00 45 563 149.0 4.94 t
44 566 147.0 4.88 43 567 145.2 4.82 { • d`7 S69 143 _ rn a'7^
3" 1-114" 314" 318" #4 #8 ft10 #40 #200
100.04 0
1 \ I ~ t
~ 90.00 ~ , 10
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20
; 80.00 ~ ~ , • P
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i 70.00
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50.00 ~ .1_.-~.- --i • 50
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a 40.00 ~ 60 a
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; S 30.00 , ` L~ f 70 d
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n
~
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20.00 - L 80
~
' - -
10.00 - , - - 90
f 0.00 - - ---r -1-ri-:-,-,~ - . , ~ ~ ..~-,-.-.-r- 160
100.00000 10,00000 1.00000 0.10000 0.01000 0.00100
GRAIN SIZE (mm) ...40_SAMpLE CURVE --0 - LOWER SPECIFICATION LIMIT UPPER SPECIFICATION LIMIT
UNIFIED SOIL COARSE FINE COARSE MEDIUM FINE
CUISSIFICATION GRAVEL GRAVEL SAND SAND SAND FINES
SYSTEM
• . , .
" Sample Identification: ~ Sample Desaiption:
Class E asphalt ACP N~ 483
0 GRAIN SIZE Pr~ject: V8II2Y VISta
tocabon: 24th Ave., E END
~~T~ NORTHWEST ~ REPORT ~ JobNo.: Date:
3628 E. Ferry, Spokane, WA 99202 (509)534-9711 f C-70-S000233 9/6/00
LABORATORY REPORT . PROJECT:Lk,
--SWNORTHWEST ASpgALT.CONTENT pROJECT NUMBER:
3628 EAST FERRY . SG= 7,'33
, wA 99202 IGMTION METHOD
34-9711 fax (509)534-9755 ~ FIELD REPORT No. DATE~-00 SAMPLE LOG #_Y$3
T Y P E O F ACP M I X T U R E (circle) A B DCF G A B D E F G A B D E F G
I I ,
DATE / TII1M OF SAMPLING ylf/o~ l q: 304
METHOD / I,OCATION ` C, e hd / I PLANT NAME / No. ' . A-t Pv► G-
TRUCK No. "
FIELD TENiP.(°F) °
AIR TEW.(°F)
< <
TOTAL TONS 3 p 7
MASS OF SAMPLE AND TARE
(bef«~e test) (g) . (,p 6 S_i. 7
,
MASS OF TARE (g) IASS OF ASPHALT (g) CALIBRATION FACTOR % C~ , O 2
MASS OF SAMPLE AND TARE
(afka test) (g) S87S' ~ .
MASS OF AGGREGATE (g) Z 8 2Z .
• r r
WEIGHT LOS S(g) d
PERCENT LOSS (g) 8 3
BI'TUMEN RATIO 07 ,
CALI$RATED ASPHALT
CONTENT BI7:`UMEN SPECIFICATION I - •
1-GRAB or COMPoSIT'E, TRUCK or SPREADER,
NOTES: -
SAMPLED BY: TESTED BY: GJA W : CHECKED BY:-Or ~e REVIEWED BY:
. WSTAWAB0ILAB'FORWACTFSTO 1 v.1.4 - 4/00
' J-
STr NORtNtiNEST ASPHALT RICE DENSTTY TEST
. ASTM D 2041 / AASH'TO T 209 -
DA'tE
PROJECT NAME-I)Q r tL V~ S~ PROJECT NUMBER 5~d2-3 3
TYPE OF MDnUM
~ SIZE OF SAMPLE
NUMBER OF SAMPLES
TYPE OF CONTAINER y(circle one TYPE A,B,C,D,E, or F)
TYPE OF PROCEDURE (circle one WEIGHT IN WATER, WEIGHT IN AIR)
A MASS OF SAMPLE, g. 2 0 2 Z Q
$ MASS OF CONfAINER, g. Z Z I S.
Z C MASS OF COVER, g. 83-7• -7
D MASS OF CONTAIINER + COVER + WATER (FULL), g. ~~{n,! S .
E MASS OF CONTAINER + SAMPLE + WATER., g. B(fl S l. 3 ,
~
F VOLUNE OF CONTAIINER, =3 / W.
G VOLUME OF SAMPLE, cm' . ~ -
H DENSITY OF SAMf'LE, an3 / 8'.- [A/(A+D-E)] ~y ~ / ►53, ~ eZ ° $
, r TEST PERFORMED AT 25°C +1.7 or - 2.3 °C (+3 or -5°F) no cornection needed. See ASTM. VOLiJIVE OF CONTAINER = DENSITY IN PCF (ft) = DENSITY AT cm' x 62.245. (62.43 X 0.997)
RECORD DENSITY TO 0.000 cm' / ft' NOTES: -
TESTED BY: G M W CHECKED BY: REVIEWED BY:
o~srnFOxms
Vclk
LABORATORY. REP()RT PROJECT:
rS~IY NORTHWEST pROPORTIONS OFMATERL4LS PROJECT NUMBER:
3628 EAST FERRY . ~ ~ o
SPOKANE, WA 99202 ~ WASHINGTOND.O.T.
(509)534-9711 fax (509)534-9755 P"03• 8U6 ~
. ~
39 j/ INURVAL LOCATION 2 y,-,'E ~r#,d SAMPLE LOG ~(-P $ 3 DATE
. ~ AC -P
f PREV1laSH POSTWaSH . ' .
; . ;
TaRE I.D. TaRE I.D. WET - TARE ~ DRY TARE
_ DRY - TaRE TARE ~ 7• 5 :
wATER . . DRY SOP
_ J
TARE wAsMuT iz S~°1 ~ y,s 70 ;
DRY- SOIL Z 82 ' r
MOISTURE CCINTENT
.
• • z
. . F'
i .
cumoom
; M-YE WEI%ff FtETMM WEDff X RETNED ~ %PASSIVC SPE'qFMT10N ' • : -
: ~ , •
. ~ ~ ~ .
. ' • t
. r
. T y ~ • • .
. ,
trl/W SQUARE - . :
. ~ •
i• souaaE 12.a. (p
314' SQIJaRE Z 8 Z . I ~ . _ . ~ . .
15/8' SClUARE ( 494. Z
SQUARE /9 S• O
3/8' SQUARE
,
~ 1/4' SQUARE~ • 3 ? • (-fo
; .
! Ml1.S. N0. 4 202,1 ' ~ 8 LIS.
. -NO. 10
. . Kl.S. Na. 4 0 Yo . ~ /d - L 3 !
~ ~ . • , ~
~ -M).T. N0. 200 . 228.s7, .Z.o--~.~o .
AN , S7.1 ~ a~~ . .
~ T
;AMPLED BY:_be L TESTED BY: Ctkvv ~ CHECKED BY: REVIEWED BY: ~
►AS'IMABOV.ABIFORMBLANK v.1.0 12/99 :
- - - - - - - - - - - - - - - - - - - - - - -
~ . . . . v . • • v • f . ' • - . . . . ' ' . ' ' • . • , ElaPSed`Time: 68:00 33 562 154.3 5.14
SamPle Wei9ht: 30049 ; 32 565 152.7 5.08
Wei9ht Loss: 175.09 31 568 150.9 5.02
Percent Lass: 5.83% 30 571 149.0 4.96
Temp Comp: 6.10% 29 574 147.0 4.89
. Calib. Factor: 0.02% 28 578 144.8 4.82
Bitumen Ratio: E.07i 275$2 142.6 4.75 26 588 140.1 4.66
Calibrated psPhalt Ctnt 25 594 137.2 4.57
. 5.71% 24 600 134.1 4.46
• . 23 608 130.3 4.34
68 538 175.0 5.83* 22 618 125.8 4.19
; 67 537 174.9 5.82 21 636 120.3 4.00
66 538 174.7 5.82 20 657 112.1 3.73
65 538 174.5 5.81 19 655 104.1 3.47
64 538 174.2 5.80 18 664 96.3 3.21
63 538 173.9 5.79 17 643 87.4 2.91
62 538 173.6 5.78 16 610 77.1 2.57
. 61 538 173.3 5.77 15 582 66.2 2.20 .
60 538 173.1 5.76 . 14 554 56.6 1.88 59 538 172.8 5.75 13 541 4E.2 1.60
S8 538 172.4 5.74 12 525 40.3 1.34
57 538 172.2 5.73 11 506 33.0 1.10
' S6 538 171.9 5.72 18 485 26.4 0.88
SS 537 171.6 5.71 9 470 26.4 0.68
54 537 171.1 5.70 8 465 16.5 0.55
53 537 178.7 5.68 7 462 14.5 0.48 •
52 538 170.3 5.67 6 458 12.5 0.42
S1 538 169.8 5.65 : 5 456 10.4 0.35
S0 538 169.4 5.64 ' 4~ 453 8.4 0.28
• 49 S37 168.9 5.62 3 449 6.4 0.21
48 537 168.4 5.61 2 447 4.5 0.1S
47 535 167.8 5.59 K I 449 2.3 8.08
46 535 167.2 5.57 ~ 45 534 166.6 5.55 , TITEMP:WT.LOSS:%LOSS
44 535 166.8 5.53 .
43 535 165.2 5.50 ' Filter Set Pt: 750'C
_ 42 537 164.4 5.47 Chamber Set Pt: 538°C
41 540 163.6 5.45
48 543 162.8 5.42 Tested By: -C-
39 545 161.9 5.39
38 548 160.8 5.35 hiix TyPe:__ ;5
. 37 551 159.7 5.32 I'
c(~3
.
36 553 158.5 5.28 Sa~nPle ID: ~Z_3
• 35 556 157.2 5.23 ' Tiroe: 18:11:59
34 559 1S5.8 5.19 Date: 06-09-00
' t .
....-+w+~~~«r~ ~ .•:..'W.....:~ t' ~..~.'•a~.?~t .1:1.-.~~.:.•J..+:._..~_..~...1~~_.lr.~<.3r.6r . 6t_.. . ..._,~......._StZLr •
~
PROJECT: ~ST .
c-Mc~~,~ .
. _ , ' . PROJECT No.• .
REPORT No.:
- ~ . . . DATE:_2-
NriR'~M&SY TECH:,.Nr/i+ :
3628 E. FERRY
5'POKANE, WA 99202 CONCI,tETE SAMPLIlNG ArID TEST REPORT
(509)534-9711 Fax (509)534-9755
r
~ ' _ . . ~ .
~ FIELD DATA BATCH DATA
~
~ ooNCRM svrrM -.*W:.c ~ MM xo :
s
r ~
DATE OF SAMPI.E TRUCK Na:
r •
~ TM oF MMLE
r y
WF+l,'lIIE$/IFdIZP . t~0 . ~ ~'l~QG4 CEMM/ GY. ~i~ • ?
Ul1MLE T'YPE f j T'YPE CbMENT ~-17
ST1tUCTiIRE TYI'E MTC$1M
~
~s"V= LocAliox _ ~ ~3dP fi
.
~ TOTAL CJBIC YARDS PI.&C= • . . MAX AGGREGATE SIZE
80Fi:E TAKEN *OM 2 k~GY. of ~ „ Mu.S WA'I'FB ([bs)
t~qr+e Boz , ; - WATER:CE'dMi~NTRATIO .
q~
DF.SiGN SiRMGTH a V Z~ ~u y S.. .
~ ' -
FNiLD TFSTING DATA
~ ~ . . .
~ ~ . TEST RESULT5 SPE;CIFI~D VALUE5
. ,
SLUMP (1/4 ia) [ASTM C 143]
CONCRETE TEMPERATUItE [ASTM C10641 ° ~~v o
~l
AIR CONTENT (0.1 [ASTM C 231
~
WATER ADDED Cgan ~ ~ ~ . ~ ~✓~c-„~
. ~ .
WATER:CEMCNT RATI4 0&3
~ . . . ~ LABORATORY TES1'IrIG DATA
I.AB FIEM DATE TEST AQB SIZE AREA. 'POTAL gntENCiTH' TECH BRF,AK . .
IDNo. ID RFC'D DATE (DaYs) (sq• In,) . LOAD (L6s) (ps7 TYPE
Zqo ~ r g-ZS 8-i 9-~ 28.10 ..1~2Z20
~i Qo tx~ d.
2.8 Zs -KZ ~ fev~ ~qo ~uJ ~
I rf • 1
•r9tv-L Z8 ~g,yo .~'j~j~eS" Z~Zd ~+~t►J ,
~
~ ~c I ~
~ ,o-I7 tt.,
~40 . Ito~~S *;`6 'Ci
,
SAWLED 8Y :57n&~ CHECKED BY VC Y REVIEWED BY _JWY
ASTM C31,09,C511,O617,C1231
O.A.ST'11IAMFORMSCONCR REPORT V2.0 3100 ~
MOISTURE - DENSITY RELATIONSHIP
~ Sample Identification: ~
~ Com site Sam le
v
~
- Sample Qescxiption:
CSTC
Liquid Limit Plastic Limit Plasticity Index Classification .
Type of Test ASTM D1557-91 C Maximum Dry Density 141.5 pcf Optimum Moisture Content 7.2 %
150 ~
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100 111111111 Voidsat
T-1-1-rrT--rr4 -rTn -rrv -i- rr -rrT --rr~-~-r ~-rrT~=rri-o--r~-i-rY~-rr~ -r ~-rrT~-rr rr GS=2.70
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t-1- I- t'i -I - f- t 1 - 1- t-1-1- h 1-1- h' t- -1- h y 1-1- t Y-I -1- 1-1- 1- t-t - I- t-1 - I- • t-f - I- 1-It-1-1- r i - h t-1 -1- F- ~1 -I - 1- t
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0 5 10 ~ 15 20 25 ~ 30
Moisture Content (°~6)
Lab No. 479
. .
.
Project: .
VALLEY VISTA - BECKER COURT
Location:
STOCKPILE
Job No.: Date:
NO.RTHINEST ~ C-70-SO00233 ~ ~ 8125/00
PR.OJECT: v Ae.c,r-_ 4/
PROJECT No.:
~ . . , - REPORT'No.:
NnR~ DATE:
`~iV~~'~ TECH: ~
. _ _ . 6
. 3628 E. FERRY . . . 2
wA 99202 ~ CONCRETE SAMPLIlNG AND TFST REPORT
sPOxME, .
(509)534 9711 Fax (509)534-9755
. . ,
;a.. . . . . ~
~ FIELD DATA BATCH DATA
' . CONCREIE SUPPi1ER L~° ~ MIR Na:
,
DATE OF &LE ~ _ 84u/ AO. TRZTCK Na: ' . c( 3 j'- .
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~ Y •
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.
Noter. DE4I("S1ItFdNGTS'
~ . . ~ _ . FIELD TFSTING DATA . . . . ~
~ . . . - . . . .
IMT 9ES['1iS SPE;CII~D'VALZJES'
. . . ~
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; -
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DAILY FIELD REPORT
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This d cumen d nce addenda are to be consideroed preliminary untfl'r+eveiwed and signed bythe STI
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REVI D Y. DATE STI PROJECT MANAGER: DATE
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SOILS, TESTING & INSPECTION _
3628 E. FERRY
OKANE, WA 99202
309•534-9711 NUCLEAR GAUGE TEST RFSULTS
JOB NAME: 15t,tV-e e - Ud ley l!is'JA STI JOB No. c: ? 0 S Dv0 Z3 3
FIELD REPORT No. Date: 6L310d Tech: D, Le-.L
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Thts docum a ren addeniia are to be constdered pretiminary until r+eveiwed and signed bythe STI
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` . ~~3 . • . .
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~ 509-534-9711 NUCLFAR GAUGE TEST ItESULTS
. JOB NAME: V aH t y lI i SVeA STI JOB No. S 000 Z 3 3
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3628 E. ~RttY PAGE 3 OF .S~ C-7Q-S000233
SPOKANE, WA 99202
509-534-9711 FAX 509-534-9755 ,
-
,
~ NORTHWEST ~
DAILY FIELD REPORT
Project Name Date:
vAC L6 Y vcsrA 6 1 7 loa
Project No. keport o.:
G7oSooo Z33 4"
Weamer Amval I ime Ueparture i ime
C 1;
Client ~ Local kepresentative/ phone numner
To N so N~3 t~c~ GtZt AN
ueneral t;ontraactor ile epresentauveTphone numder
lvkI-N ►Rog S c-t-Fe->T7-
Subcontractor STI Rroject Manaeger/ phone number
~3 ~ZvGr_ t-~owr~rzt~
Page No. ~ of (
Manpower & Equipment Used
Comments:
(woAc compteted Apparemty N c~ woR K i/1 (C I NC; r~Lt1 c.~ o nt c'~2o,{ L c r
per Specftations Problems
and thair Sotubions)
~
i
STI FIELD CONTRACTOR'S REPRESENTATIVE
This doc;ument and referenoed addenda are to be oonsidered preliminary until reveiwed Del-~c ~i/ZO/ao
anconstruction eng
ineer andlor STI roject manager.
4th
REVIEWED BY: DATE : DATE
~
O:tfortn slsUlf ieldrep. pm 5
CoResponding Deficiency Report No:
~
. . , .
I . - .
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NORTHWEST ~ _
DAILY FIELD REPORT Project Name ~ 4-oi Date: 611qloo
s Project No. ~ . Report No.: .
- 5-vva233 S .
VE511er 2 Arnvai iime TbFFSITk" .
7~ F~ ovd y . Z: l,~ _ 3: O O
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. L.ocal Representatim phone number
Den ~ c~or h- g~a G~C- ~vI or 4. ~.Nu ~ v
~eprese one number
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Page No. of ?
Manpower&-Equipment-Used .
cvt"r rtss o r + oreS rv rc. 4ts~- aqav-AvS tomH r~ ve,~~ Flo T~a~~tioe.
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(WorkCa~p{ebedAppxr~ettl~y ~YI ✓{Q O~S!' Oitev v{ G~ ~ rrpeJf(/.K
poeSpecific Pro61ems
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fld~SOkf~O1LS) ~ OtA h vli'i U-es 4- d l of L9/ 9 ~ e&/ e r Pn A 1 h I 11~1 ~ .
n-fi-4-I~ ~ -~/,V* 6 o rrcv~~ e &&, +"c,4vv- was ex<.ova 4-i6t ~7 -Pp v wa 4ev sPvv~►~
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STIfIELD REPRESENTATIVE CONTRACTOR'S RE?RESENTATIVE
This document and referenced addenda are to be- constder9ed preliminary untfl,mweiwed and signed by the 577
construction ehgineer and/or STI project manager. _
^ ~oo ~ .
~
~
,
R k4 EVIfED BY: DATE STI PROJECT MANaGER: DATE
~
O
Cot~t'espqltcGttg Defciency Report No: H :tformslstilfieldrep.pnl5
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6~rglod . . . .S
STI Projeot Na 'Page fla ~ • o~r .
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Commente: . . ~ . . I
(w~~{~a~ APP~1l '~'e ~ bv~ I n v ~C! Gl h w 1 S ✓ ~'G`'•~ .t S ~GC 4a
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No.RTHwES-r . . ~ 2: . . . .
DAILY FIELD RETORT - - - ~ ~
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Project Natii~ Date: -
Project Nd.-- iteport Ub.:
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~ STIFriiE L.DREEP RESEI~IT oc~ CONTRACTOR'SREPRESENTATNE '
This docum cc addenda are to.be consldered preliiminary umtil-r+eveiwed and stgned bythe STI
constr ' t~ n e' eir a or STt Oroject manager.
' I • f l ~ • .
~ REV1E ~ ~ . DATE ~ STI PROJIECT MAN/~OIEtt:- [IA7'~ .
- . .
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Correspql~d'ing D~"iciencyReport No: s orms~sti~eldrep.pms
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NORTHWEST VALLEY VISTA ' JOB# S000233
~ FIELD REPORT # (o
. SOILS, TBSTINC a lNSPBCTION ~ DATE: '7'l-'00
3628 EAST FERRY (509) 534-9711 PAGE ~F '
Spokone, WA 99202 FAX: (509) 534-9755 7 Z,
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IV ORT'HWEST • • . . ~ . - DAILY FIELD REPORT - Project Name / Date: .
Project No. Report No.: 7 _ ~"cr~cs z33 . .
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Cl~ent I.ocal Repres phone number
tieneraft actor i e e esen v p one number.
Subconeractor ST1 Peoiect Manage pho e number": Page No: of . .
/ 3 . . .
Manpawer & Equipment Used
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srt FIEt. REParn►E COtMMTiOR*S REPRESENTATNE
_ This do ` en nd r nced ad enda aroe-to be consider'ed preliminary unb7 reveiwed and signed bythe STI
constru ti engf and/ STI project manager. ,
REVIEVYED 6Y: . DaTE STI P OJ~CT MAN/~GER: DATE ~ Correspqnding DeficiencyReport No: ' 0:lformslst1lfie1drep.pm5
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"')ILS, TESTING & INSPECTION
28 E. FERRY
.SFOK:ANE, WA 99202
509-534-9711 ~ . NUCLEAR GAUGE TEST RFSULTS . .
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~ JOB NAME: STI JOB No.
~'IELD REPORT No. ~ Date:~ 7-t7U Tech:~/y
~
Page 7 of ~ DS. MS
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NORTHWEST FIELD REPORT # ? . ,
SOILS, TES'IINa & INSPECTION DATE:
3628 E. ~xxY PAGE 3 OF 3 C-70-S000233
SPOKANE, WA 99202
549-534-9711 FAX 509-5349755
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Project No. . 'Report No.:
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STI F1ELD REPRESENTA77YE- CONTRACTOR'S REPRESENTATIVE
Thisd umen efere ed addenda are to be constderod preCuninary untfl
reveiwed and stgned bythe STi
const t n e inee and/or STI project manager. REYI D B'Y.- DATE . STI PROJECT MANAGER: DATE
0:lformststtlfie[drep.pm5
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NORTHWEST FIELD REPORT # 0 ~
soILs, TEsTnJC & nNsPEcTIoN ~ DATE: lQ c~s~ ZQG~
3628 E. FERtY • PaGE F~ C-70-S000233
SPOKANE, WA 99202
509•534-9711 FAX 509-534-9755
~ • /
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: NORTHWEST ~ : ~ -
, DAILY FIELD REPORT - - - Project Name Date:
~ Project No. Rtport No.: ,
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STI FtELD RESE p c~- CaONTRACTOR'S REPRESENTATIVE
Thts doc ent d relf ced a enda are to be constdered preliminary until mvelwed and signed bythe STi
construct engin, nd STt project manager. ,
,
REVIEVYED BY: DATE STI PROJECT MANAGER: DATE
0:ltorms1.stilfi eldrep.pm S
Correspgndng DeficiencyReport No:
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ST! FIELD ATIVE CONTRACTOR'S REPRESENTATIV'E
This document an nc da are to be considered preliminary until reveiwed and signed bythe STI constructio e gtne or S project manager. ,
RE IEVYED BY: DATE STI PROJECT MANAGER: DATE
0:ltornis1stNieldrep.pm S
CorrespQjnding DeficiencyReport No:
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SPOKANE, WA 99202
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'This docume d r enc addenda are to be considered preliminary untfl reveiwed and signed bythe STi
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REVIEWED BY: DATE STI PROJECT MANAGER: DATE
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3628 E. FERRY Z
sPOKANE, wA 99202 CONCRETE SAMPLING AND TEST REPORT ~ T(509)534-9711 Fax (509)534-9755
FIELD DATA BATCH DATA
CONCRETE SUPPLIER MiR Na:
' DATE OF 3AMPLE I l A4 TRUCK Na: . ~ 3..~
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SLUMP (1/4 in.) [ASTM C 143] 74-7
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LAB FIELD DATE TEST AGE SIZE AREA TOTAL STRENG'I'H TECH BREAK
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ASTM C31,C39,C511,C647,C1231
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constru tlon 91 ee andl STI-project manager. ~ _
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SOILS, TESTING & INSPECTION
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509-534 9711 NUCLEAR GAUGE TEST RESULTS
5 ~
JoB NAME:~. I ty V+ S-^ STI JOB No. G 705cpp Z 3 3 ~
FIELD REPORT No. 17 Date: g 15- ° Tech: D;
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