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1220 N. Howard Street
Spokane, Washington 99201
(509) 328-5139 Phone
(509) 328-0423 Fax
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WYATrT ENGINE~ERING, INC:
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LETTER OF TRANSMITTAL
O oArE : January 31, 2003 IJos No :679301
~Q ArreNrio►v : Randy Stronks
To Randy Stronks susJECr : Summerfiled 4"' Addition
Spokane County Engineers X IHand Delrver
1026 West Broadway Avenue ~QoJ
Spokane, WA 99260 ley U.S. nnea
O~ IBy Ovemight Couner
y IPidcup
Received By:
WE ARE SENDING YOU X Attached Under separate cover via the folbmng items
COPIES I DATE I NO I DESCRIPTION
I I ISummerfield 4"' Addition(PE 1206 D):
1 I 01/31/03 I 1 IAs-Built Drawings on Mylar
I I I
I I I
I I I
THESE ARE TRANSMITTED es checked below
O For approval ❑ Approved as submitted ❑ Resubmit ooPies for approval
❑ For your use ❑ Approved as noted ❑ Submd copies for distnbution
0 As requested ❑ Retumed for corcecUon O Retum oonvcted Pnnts
0 For review and comment ❑
O For Bids Due ❑ Pnnts Retumed after Loan to USKH
REMARKS
COPY TO File SIGNED: LISB LOZ8f10 Ff@Y, Civil Engineer, E.I.T.
If enelosures are not as noted, kindly notify ue at onee.
,W9301Sumrteerfleld 4th Constrtichon ServiceslCorrespauierxelTransmiMeR679301TRN07-COS wpd
■ 1220 NoAh Haward o Spokane, WA 99201 0 101 Thain Road o Lewiston. ID 83501
ENGINEERING • LAND SURVEYING • PLANNING • MATERIALS TESTING
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LETTER OF TRANSMITTAL
DnTe : January 23, 2003 IJos No. :679301
nrTeNrioN : Mr. John Hohman
To Mr. John Hohman sua.iECT : Summerfiled 4"' Addition
Spokane County Engineers X IHeRa o~iver
1026 West Broadway Avenue
Spokane, WA 99260 (sr u s nneil
(By Ovemight Couner
IPidcup
Recaived By:
WE ARE SENDING YOU X Attached Under separate cover via tlie foUovnng items
COPIES I DATE I NO I DESCRIPTION
I I iSummerFeld Addition(PE 1206 D):
1 I 01/23/03 I 1 (Letter Re: Final Completion 8 Bond Reduction
1 I 01/23/03 I 2 ILetter Re: Bond Reduction
1 I 01/23/03 I 3 ICertification Package (Notebook)
1 I 01/23/03 ( 4 IAs-Built Drawinps
THESE ARE TRANSMITTED as checked below-
❑ For appraval ❑ Approved as submrtted O Resubmd ooP1e$ for epproval
❑ For your use ❑ Approved as noted ❑ Submit oaPieg for disUibution
❑ As requested ❑ Retumed tor cortecUon 0 Retum conected Rnnts
0 For review and comment ❑
❑ For Btds Due O Prints Retumed after Loan to USKH
REMARKS
COPY TO SIGNED Lisa Lozano Frey, Civil Engineer, E.I.T.
File
If enclosures are rtoQ as noted, kindly notify ua at once.
.\679301Summerfietd 4th Canstruction ServioeslCorrespaiderxelTransrtuttal\679301TRN06-COS wpd
■ 1220 North Howard o Spokene, WA 99201 ❑ 101 Thain Road 9 Levnston, ID 83501
ENGINEERING • LAND SURVEYING • PLANNING • MATERIALS TESTING
- - a1~V'7
January 23, 2003
Mr. John Hohman, P.E.
Spokane County Public Works Department
Division of Engineering and Roads
1026 W. Broadway Avenue
Spokane, WA 99260-0180
Subject. Summerfield 4`h Addition (PE 1206 D)
Bond Reduction
Dear Mr. Hohman:
On August 29, 2003 a Warranty Bond Estimate was established for the above referenced project
for the amount of $345,500.00. In reviewing the items that were considered for bonding, we
identified one item that we should not have included. Item Number 8- Stockpile Topsoil, for the
amount of $25,050.00 is not required nor pertinent to this portion of work, and therefore should
not have been considered for the Warranty Bond.
Based on the Certification Package submitted in September 2002, and the status of
construction during that time, the initial Performance Surety Construction and Inspection Bonds
were reduced to $87,500 00 and $13,500.00, respectively. Currently, the Warranty Construction
Bond, of $87,5000, includes the entire amount for the Stockpile Topsoil item of $25,050.00.
We understand that by completing all County punch list items and submitting a Final Certification
package, the bonds wdl be further reduced. We have submitted the Final Certification Package
for your review (Refer to the attached letter dated January 22, 2003). At this time, we also
request Item Number 8 be removed from the total Bond Estimate in its entirety. Please review
the attached Bond Estimate, which excludes the Stockpile Topsoil item, when considering and
establishing further bond reductions. If you have any questions, please feel free to contact
myself or Jeff Logan at 328-5139. Thank you for your time and effort in reviewing this issue. It
is greatly appreciated.
Sincerely,
v~
5
Lisa Lozano Frey, I.T Civil Engineer and Inspector
Wyatt Engineering, Inc.
A Subsrdiary of USKH, Inc
Work Order #679301
1 I-\679307-Summerfield 4th Construction Services\Correspondence\Letter\679301 LTR05-Caunty wpd
Copy to: Gloria Mantz, P.E , Plan Review Engineer - Division of Engineering and Roads
Jeffery Logan, P.E., Engineering Manager, USKH/Wyatt Engineering
Ken Tupper, Owner, KJT Investments
File
Attachments: Revised Warranty Bond Estimate
' WYATT ENGINEERING, INC. Ugg nttp/nvwwusM com
O 101 Thain Road Lewiston, ID 83501 phone (208) 746-2661 fax (208) 746-6825
■ 1220 Narth Howard Spokarie, WA 99201 phone (509) 328-5139 fan (509) 328-0423
BOND ESTIMATE
Project Name: Summerfieid 4th Addition
Project Number: P1206D
Date: January 20, 2003
Prepared by: Lisa L. Frey, USKH/Wyatt Engineering
Item Description Qly Unit Unit Price Total ~ REVISED ~
AMOUNT
Drainage Items
1 Drywell, Type A(inG. backfill, filter fabric, frame & grab 3 EA $ 2,10000 $ 6,300.00 $ 6,300.00
2 Drywell, Type B(incl. badcfill, fitter fabnc, frame & gratt 8 EA $ 2,700.00 $ 21,600.00 $ 21,600.00
3 Catchbasin, Type 1 2 EA $ 600.00 $ 1,200.00 $ 1,200.00
4 Metal Frame and Grate 2 EA $ 300.00 $ 600.00 $ 60000
5 Pipe, 10-inchPVC 110 LF $ 22.00 $ 2,42000 $ 2,420.00
6 Pond Access Road 13 CY $ 17.00 $ 221 00 $ 221.00
7 Hydroseed disturbed areas 6 EA $ 2,000.00 $ 12,000.00 $ 12,000 00
8 Stockpde Topsod 8 AC $ 3,00000 $ 25,050.00 $ -
Drainage Items Sub-Total $ 69,391.00 $ 44,341.00
Roadway Items
9 Rough Grade (sub-grade preparation) 12,380 SY $ 1.50 $ 18,570 00 $ 18,570.00
10 Mobilization 1 EA $ 6,000.00 $ 6,00000 $ 6,000.00
11 Base Course 2,480 TN $ 16.00 $ 39,680.00 $ 39,680.00
12 Asphaft Concrete Pavement 1,518 TN $ 45.00 $ 68,310.00 $ 68,310.00
13 Curb and Gutter, Type B 3,372 LF $ 12.00 $ 40,464.00 $ 40,464.00
14 Sidewalk 931 SY $ 25.00 $ 23,275.00 $ 23,275.00
15 WheelchairRamp 6 EA $ 30000 $ 1,800.00 $ 1,800.00
16 Stop 8 Street Signs 3 EA $ 300.00 $ 900.00 $ 900.00
17 1' Berm along North Boundary 1 LS $ 1,000.00 $ 1,000.00 $ 1,000.00
16 End of Road Sign & Berm 3 EA $ 1,000.00 $ 3,000.00 $ 3,000.00
17 Monuments (1 approx. every 300 ft) 6 EA $ 200.00 $ 1,200.00 $ 1;200.00
Roadway ltems Sub-Total $ 204,199.00 $ 204,199.00
Erosion Control ttems
18 Silt Fence 1,350 LF $ 4 00 $ 5,400.00 $ 5,400.00
19 Straw Bales 2 EA $ 7.00 $ 14.00 $ 14.00
20 Rodc Construction Entry 220 SY $ 16.00 $ 3,520.00 $ 3,520.00
Erosion Contro! Items Sub-Total $ 8,934.00 $ 8,934.00
Inspection
21 Inspedion of Drainage Facilities 1 LS $ 5,000.00 $ 5,00000 $ 5,000.00
22 Inspechon of Roads 17 STA $ 500.00 $ 8,500.00 $ 8,500.00
Inspection Items Sub-Total $ 13,500.00 $ 13,500.00
SUBTOTAL ofAL1 ITEMS $ 296,024 00 $ 270,974 00
3% inflation from year 2002 to 2004 $ 18,027 86 $ 16,502 32
Sub-Total including inflafion $ 314,051.86 $ 287;476.32
GRAND TOTAL (includes multlpl(er of 1.10) $ 345,500.00 $ 316,200.00
~
ENGINEERING • LAND SURVEYING • PLANNING • MATERIALS TESTING
January 22, 2003
Mr. John Hohman, P.E.
• Spokane Counry Public Works Department
Division of Engineering and Roads
1026 W. Broadway Avenue
Spokane, WA 99260-0180
Subject: SummerField 4`h Addition (PE 1206 D)
Final Completion & Bond Reduction
Dear Mr. Hohman:
As of January 20, 2003, Eller Corporation has completed all items identified on the County
Private Inspection Plat Punch List, dated December 11, 2003. Please note two items identified
on this list, items 7& 8, were verified by our surveyors and found they were originally
constructed per the plat and in accordance with the construction plans.
At this time, we are submitting for your review the certification package along with the as-built
construction and lot plans. Based on the Certification Package submitted in September, 2002 and
the status of construction during that time, the Construction Bond Reduction was established at
$87,500.00 and the Inspection Bond at $13,500.00. At this time, we also request both Warranty
Bonds be reduced.
Please review the attached documents and feel free to contact me at 325-5139 if you have any
questions.
Sincerely,
~
Lisa Lozano Frey, E I.T.
Civil Engineer and Inspector
Wyatt Engineering, Inc.
A Subsidiary of USKH, Inc.
Work Order #679301
\ I\679301-Summerfield 4th Construction Services\CorrespondenceU.etter1679301LTR06-Countywpd
Copy to- Randy Stronks, P.E., Division of Engineermg and Roads
Ken Tupper, KJT Investments
File
Attachments: Certification Package (Notebook)
As-builts
VYYA7T ENGINEERING, INC. 1NU nan~,ww,ruskh co,n
O 101 Thain Road Lewiston, ID 83501 phone (208) 746-2661 fax: (208) 746-6825
O 1220 North Howard Spokarie, WA 99201 phone (509) 328-5139 fax: (509) 328-0423
: •
PRIVATE INSPECTION
PLA'T PUNCgI LIS'T
OFFICE OF THE SPOKANE
COUNTY ENGINEERS
II PROJECT NAME: Summerfield East 4th Addn. ~
INSPECTOR: Stronks DATE: 12/11/02 ~
Sponsor's Engineer: Wyatt Engr.
I~ ITEMS: ~
1. Construct concrete pads behind curb drops.
2. Sweep and clean roads/ check for damage on road duc to hauling.
3. Bring swale side grade up 0.2' below top of sidewalk grade. Also, excavate
for swale bottom changes at driveways.
4. Finish shape to per plans dimensions on ponds. (2 ponds)
5. Construct access roads with 6" compacted CSTC and 12 ft. wide. (2 roads)
6. Percolation problems in swales.
)(7. Crown road sidewalk on north end not constructed to end of plat.
8. Crown road constructed 9 ft. short of plat line.
9. Adjust top of drywell fi-ame/grate to 6" above bottom of sod swale.
t '
PROJECT CERTIFICATION
SUMMERFIELD 4T" ADDiTION
SPOKANE, WASHINGTON
TABLE OF CONTENTS
Section I Certificate by Engineer
Section Il lnspection Reports
Section III Compaction Tests
Section N Material Lab Tests
Section V As-Built Construction Plans
Section VI As-built Lot Plans
.
CERTIFICATE BY ENGINEER
CERTIFICATION BY ENGINEER
SUNIMERFTELD 4T" ADDITION
SPOKANE, WASHINGTON
I hereby certify that the DAILY FIELD REPORTS ("REPORTS") were prepared by me or under my
direct supervision and that I am a duly registered Engineer under the laws of the State of Washington.
These REPORTS represent the construction work observed as near as can be determined. They were
prepared from information gathered during the construction activity by the contractors and inspectors and
are thought to be accurate. However, no guarantee or warranty is expressed or implied as the their
exactness and they should be used only as a general representation of the constructed work.
I have reviewed the construction and to my knowledge find it to be in substantial conformance with the
approved certified plans and Standard Specifications except as noted.
-
NEIL
04 WAS4i
tiZ
29403 tt~~
Professional Engineer's atsTeRQNG~~~
Lia No. Washington 29403 IONAL n~-
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EXPIRES 06/22/ 03 '--Jeey N. Logan, P.E.
~
1-22-03
Date
WYAT I' ENGINEERING, INC.
A Subsidiary of (ISKH, Inc.
1220 N. Howard
Spokane, WA 99201
PH (509) 328-5139
FX: (509) 328-0423
~ ENGINEERING • IAND SURVEYING • PLANNING • MA7ERIALS TESTING
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PE 1206-78 1 January 22, 2003
INSPECTION REPORTS
LJ'SKH-
C/V/L ENG/NEERS Q~ LANO S(JRVEYORS Inspector's Daily Report
1280 N. HOWARO BTREET lOY T/iA/N i70AD
SPOKANE, WA DH2O7 LEWlSTON, 10 83501
PM (508) 928-5139 PH (20HJ 746-2661
F.4X (SQ9) 32B-OdY3 FAX (('lOB) 746-8@25
Project: ~ v rv~ dhQt(Z~t a='t~~ G~~~ 44' Date: C7 3
- LocaUOn: Inspector.
Job No.: Weather:
Contractor. ` ~ ~ Visitors:
Contractor Workforce Present: ' ~C~J ` " ~ ~
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Summary of Daily Activities:
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1220 N. HOWARO STREET >OY THAW ROAA
~ SPOKMfE, WA 9H2O7 LEW/STON, fD 03507 •
PH (508) 928-6139 PH (208) 7462661
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C/V/L ENG/NEERS ~ LANO SURVEYORS Ij1SpeCtOI''S Dally ~ep0I't
12P0 N. NOWARD STREtT Y07 T!-!AW ROAO
SPOKIWE, WR A9207 LEWlSTON, 10 193507 -
PH (609) 328-6738 PH (208) 746-2667
FAX (509) 328-"23 FAX ((208) 74B-B@25
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_ C/VIL ENGlNEERS ~ LANO SURVEYOFIS InSpectOr'S Dally Rep0rt
Y220 N. HOWARO 37REET YOY TNA/N RQAD
SPOKANE, WA 99207 LEW/STON, /D 83501 .
PH (509) 'J4^d-6199 PH (2208) 746-266 J •
FAX (6-09) 328-0429 FAX 746-6825
Projecr Date: 9 1~~ f1 Z ~~7 ~SL Pr`,'
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C/V/L ENG/NEERS ~ LAND SURVEYORS gggSpeCtOd''S Dally ~epOt't
1220 N, HOWARO STREtT YOY T/iAW RQ.40
SPOKiINE, WA &9207 LEW/STON. ID B3507
PH (608) 328-6199 PH (208) 746-2661
F/iX (509) 328-0429 FAX ((ZOB) 74"R25
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C/V/L ENG/NEERS ~ LA/VD SURVEYORS Ij1SpeCtOr'S Ys'ally Rep0rt
1220 N. NOWARD STAEET 70Y THA/N ROAD
SPOKA/JE, WA A4207 . LEWlSTON, /D 63501
PH (508) 9L^H-5999 PM (208) 746-2667
Fax (509) 32ev423 F.vX !(20e) 74e-ee25 .
Project. Date.
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C1V1L ENG/NEEF?S ~ LANO SURVEYORS Inspeetor's Daily Report
12P0 N. HOWARD STREtT ror rrr.nw Raao
SPOKANE, WA 99207 LEW/STON. 10 83501
PN (SOD) 3L:BS799 PN (208J 746-2661 -
FAX (5A9! 328-0423 FAX ((lOB) 746-6825
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C/V/L ENG/NEERS ~ LANO SC.!l3VEYORS InSpeCtOr'S Daily RepQrt
1220 N. HOWARU 57REE7' 701 THA/N ROAQ
' SP01C4NE, WA 99207 LEWJSTON, JD B3.i01 • '
PH (300) 328S13D Ph! (2D8J 746-2661
F.4X (50.9) 328-04E3 FAX ID) 748.882~'i
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C/V/L EN(:3/NEERS Q~ LANO SURVEYORS InSpeCtOr'S Dally RepO$'t
1.220 N. HOWARO 57'NEtT 101 THRIN ROAD
SPOK4NE, WA 8H2Df LEW/STON, !O 63._501
PH (509) 928-5739 PN (209) 7462687
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C/VIL ENG/iVEERS ~ LANO SURvEYORS Inspector's Daily Report
12P0 N HOWARD STRE--r !O f THAIIV ROAD
- SPOKANE, WA 99207 LEti1//STON, ID H3'JOi
PH (509) 328-519H PM (Pp9j 7462667
FAX (5A9) 328-0429 FAX C(ZOB) 748-68-25
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C/V/L ENG/NEERS ~ LA/VO SURVEYORS Inspector'S Dally Rep0rt
1220 N. HOWARO STREET JOY THAlN ROAO
SPOKANE, WA 99207 LEW..>.-J. 10 83507
PH (SOD) 928-6199 PN (POP) 746-2661
FAX (509) 328-0523 FAX lf2LiB7 748-6d25
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C/V/L ENG/NEERS Q~ LANO SURV~'YORS I11SpeCtO1''S Dally RepOrt
1220 N. HOWAqD 97REtT !OY THAf/J RQAO
- SPOKIi/JE. WA 89207 LEW/STON. !O 83507 .
PN (508) 328-5199 PN (20P) 7462661
FRX (509) 328-0423 FAX ((208) 74GB825
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ENGINEERING • LAND SURVEYING • PLANNING • MATERIALS TESTING
~
a cubsi[➢ary of
6i p
~rii~9
L
August 5, 2002
Karen Rinaldi
Eller Cozporation .
P.O. Box 117 '
Newman Lake, Washington 99025
Ref: Summerfield East 4' Addiiion Base Course Samples •
Dear Karen,
' As requested yesterday, JeffLogan spoke with Paul Lenneman from Spokane,County. Paul
. indicated that he would reserve judgement on the Base Material mix and base his review on
asphalt chip samples of the material from the project.
Suggestions for samples included an on-site sample taken by Kleinfelder ttu-oubh the E-course at
the west end of Crown Street and/or the other %2 sample that Strata has which was obtai.ned at the
Westway stockpile. However, a sample in any location acceptable to Paul and Spokane Couniy
taken by Kleinfelder will be sufficient.
To my lrnowledge, Kleinfelder only took a sample of the Class E material on Crown Street. The
WSDOT specifications in Section 5094.3(10)B Control state that "The quantity represented by
each density lot will be no greater than a single day's production or approxi.mately 400 tons,
whichever is less". Unless this criteria is waived, a sample may be required for the production
placed on Biuns Road for gradation and asphalt content.
Also please provide a copy,one freig.ht ticket from Tnland on the delivery each Class of Asphalt
Concrete paving performed on May 1, 2002.
Thank you for your attention to these matters.
Sincerely,
t
~ t~.
Hazry A. H~g
Wyatt Inspector
cc 1eH'ery L,ogan P.E.
I:\679301-Summerfieid 4th Construchon ServiceslCorrespondance\EllerBase&paving.wpd
WYATT ENGINEERING, INC. ilg&i hffpJAvmvuskh.com
Q101 Thain Road Lewiston, ID 83501 pfione (208) 746-2661 fax (208) 746-6825
❑ 1220 North Howard Spokane, WA 99201 phone. (509) 328-5139 fax: (509) 328-0423
LJSKH
C/V/L ENG/NEERS ~ LAIVO SURVEYORS InSpeCtOr'S Da1ly RepOrt
12 N. HOWARD S7REtT >OY THAW RGt4D
SPOKANE, WA gg2p7 LEW/STON, /D 63507 - •
PH (309) 928-3139 PH (208) 74E2667
FAX (509) 328-O423 FAX ((208) 74B-B825
Projecr. Date: ~0-~4 Location: Inspector.
~
Job No.: Weather:
Contrac[or Visitors:
Contractor `Vorkforce Present:
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Summary of Daily Activities:
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ENGINEERING • IAND SURVEYING • PLANNING • MATERIALS TESTING
a subsallary o!
August 2, 2002
Eller Corporation
P.O. Box 117 _
Neuman Lake, Washington 99025
Attn: Ms. Karen Rinaldi.
~ Ref: Summerfield East 4' Addition
. Base Course Materials
Dear Karin, '
As discussed on Friday, in order to approve the construction todate Wyatt Engineering, Inc.
requires the following documentation in our files to approve the subgrade conditions. This
information includes:
1) Written ar verbal confirmation from a County Engineer or representarive that
utilizing the mixed aggregate materials with asphalt grindings is permitted under
the Spokane County requirement for Base Course as specified for this proj ect
and the referenced WSDOT Specifications for Base Course as presented.by Section 9-03.9(3).
As you recall, Mr. Jeff Logan received permission from the Spokane County
for Eller Corporation to utilize "Base Course" material under the paved road section
for this project instead of the specified "Top Course" on the drawings.
2) Written confirmation from Klienfelder that the Base Course on the project conforms
to the gradation for Section 9.03.9(3) as warranted on the project. Please have
Kleinfelder include the basis used to make the gradation conformance confirmation
for the Base Material on behalf of Eller Corporation.
t
WYATT ENGINEERING, INC. 'OM1 mtplMnnv.uskh com
❑ 101 Thain Road Lewiston, ID 83501 phone: (208) 746-2661 fax: (208) 746-6825
❑ 1220 North Howard Spokane. WA 99201 phone: (509) 328-5139 fax: (509) 328-0423
WYATT ENGINEERING, INC. iQ4 ENGINEERING • LAND SURVEYING • PLANNING • MATERIALS TESTING
r
3) Copies of all Reports and Tests that Kleinfelder has performed on this project
and written confirmation that the densify requirements for Base Course have
been met for this project. 4) Copy of the Spokane County TV Tnspection Report for our files..
5) There is some concern tbat the voluxne of rock was insufficient on the Type A
Drywell in the SW corner of Queens and Burns Avenue. Please provide your
measurements to confirm this installation. Your. grade-checker warrants that the
rock was piled an additional foot above the cone/barrel interface. Although, not
the normal construction technique this would help confizmation of filie tota130 cy of
draiu rock present. Please excavate beside the cone so this elevation can be confirmed.
- If so, then the cubic yards af draiu rock may been sufficient to warrant Wyatt's
confumation of substantial compliance.
Please provide this documentation for items 1 througl.i 4 prior to paving the Class "A" t1CP
on Crown Street planned for Thursday, August 7, 2002. Thank you for youx efforts.
S' erely, ~
~ a
any A. H g
Wyatt Enginee i g, Inc.
cc Jeffery Logan, P.E. Wyatt Engmeering
Theodore R Kruth, P.E. Wyatt Engineenng
I_\679301-Summerfield 4th Construcdon Sernces\Correspondance\EllerBaseCourse8.2.02.wpd
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C/V/L E/VC/NEERS ~ LAND SURVEYORS gnSpeCtOI''S Da1ly IZepOI't ,
1220 N. HOWARO STREEI" YOY THAW qOAO
- SPpKANE, WA 99201 • LEL4.o.v+J. 1D II3607 • .
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C/V/L ENG/NEERS e LANO SIJRVEYORS Inspector-'s Daily 1Zeport
1220 N. HOWAAO SThTEtT YOY THAW ROAD
SPOKANE, WA H9207 LEWlSTON, !D 1T3501 •
PH (509) 928-5199 PN (~.'OBJ 7462661
F" (509) 32eoa23 Fax fCloel 74s-ea25
Project. Date:
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Job No.: 1,2? Wcather
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12p0 N. HOWAfTO STRPET YOY THA/N ROAD
SPOK/lNE WA A9201 LEWlSTON, ID 83507
PN (508) 928-5799 PN (2OH) 746-2661
FA?C (509) 328-0423 FAX ((20B) 746.B82S
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C/V/L EN(:3/NEERS ~ LANL:) SURVEYORS InSpeCtOr'S Dally RepOrt
1:20 N. HOWARD STRE67 YpY T/-(A!N ROfiO
' SPOKANE, WA 99207 LEWlSTON, 10 63501
PH (509) 928-51SH PH (ZOB) 716-2661
FAX (509) 928-04p3 FAX f) 746-6825
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C/V/L ENC/NEERS ~ LANO SURVEYORS InSPeCtOr'S Daily RepO1C't
1220 N HOWARD STFEEf 701 774AW ROAD
- SPOKANE, WA 89207 LEWlSTON, !O 83507
PH (509) 32@-51 39 PH (20HJ 7462661
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C/V/L EiVG/NEERS ~ LA ND S(.JRVEYORS InSpeCtOr'S Dally RepOrt
1220 N. HOWAf7D STRPET >OY THAIN RCL40
' SPOKANE, WA Sg207 LEW/STpN, ID 83501 •
PN (509) 328-513H PH r,'OH) 7462667
FAX (5A9) 3-28-0423 FA?C ((208) 7449-6925 `r
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C/V/L EiVC/NEERS ~ LANO SURVEYORS InSpeCtOr'S DaiIy ~epOrt
1220 N. HOWARD S71REE7" 101 THA/N ROAD ~
- • SPOKANE, WA S9207 L6W/STpN. !D l73507
PM (SODJ 3.':8-6138 PN (20H) 746-2661 FAX (609) 328-0429 FA?C ((70B) 746-6825
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civIL EIVG!/VjEERS ~ LANo SU,4VEY0;'~S Ins~~~~or's Daily Report 1220 N. HOWARD STREtT 701 TNAW ROAO
$POKANE, WA A920! LEWI$TpN, ID 83307 ,
PH (509) 9285'I3H PN (298) 74b2661
FAX (509) 3-28O423 FAX (("08) 746-6825
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C/v!L LAND SLlRVE'Yt794S Inspectpr's Daily Re~ort
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PM (509) SL^B-5139 PH (208) 7f6-2661
FAX (50.9) 328-04Y9 FAX ((208) 746-6825
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SP01G4NE, WA 99207 ~ . LEW/STON. 70-5a:s0i
(5 7ts-2591
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, PH (509) .x -99 PH (208) 74626B!
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' SPOKsWE, WA A8207 . LEW/STpN. !O 8350i.
PH (509) -=-~5f99 PM (208) 746-26B7 • . " " • " _
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92Q0 N. /-:OWARO STr7PEr 701 TP"1N ROAD
SPOKANE. LVA 99-201 LEW/STON: !O 83507 - , •
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- 1220 N. HOWARD 3TREtT YOY TNAIN RDAO I
SPOlCANE, WA 892D7 LEW..:.. - !D 53101.
PH (509) SL"8S13H PN (208) 746-2667 • . . . ~
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1220 N. NOWAFO STREET fOY THiUN RQAD
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1" N. HOWAAO 9TRF.E7' >OY T/-lAIN ROAO 4
SpOKNNE, WA 892D7 LEWISTOH, !D 63507 . . _ , _
PH (,09) 3.."'H-513H PH (208) 7462661
FAX (509) 328-0a28 PAX ((ZOB) 746-6825
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7220 N. HOWi1RD 97RP~T 707 THAW AOAb
- SPOlUNE, WA 5.6^D~ . . , , LEW/6'Tp/k !O 83.50T• ,
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- 1220 N_ hfOWRRO 3TREET YOY TNRW ROAO
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6POJC4NE. WA a820~ LEW1S7'ON, lR., 83501
PH (SOH) 92 5!9H PH (=08) 7f62661 ~ • •
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. 1220 N. HOWAAO STREEf YOY THA/N ROAD
SPOICANE, WA 9A207 L,EW/STON. /O 83507 •
PN (SOHf S?H-5T99 PH (.^.OB) 746-2661
FAX (SOJ) 328-0423 FAX (('lOB) 746-6826
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ENGiiVEERING • LAND SURVEYIi +°~i`!y a PLt1NNING ib1ATc-RIALS TESTING
, a sutrsldiary at
_ June 17, 2002
Randy Stronks
Spokane County
1026 W. Broadway Avenue ,
Spokane, Washington
99260-0175
Ref: Summerfield East Fourth Addition Wellesley Avenue & Burns Road off Sullivan Road
Weekly Summary 6/10/02 through 6/14/02
Dear Mr. Stronks,
Foflowing is a summary of events on Summerfield East 4th Addition for the
referenced time period:
Proqress Construction Summarv ME 6/14/02) 6/10/02 Monday
IVo contractor work to my knowiedge this date.
6/11 /02 Tuesday 10:30am on-site.
All utility trenches sand-bedded. Appears Avista mobilized and began placing conduit
in trenches. '
Showed Dave Sterly project in case he wouid need to cover inspections.
Noted areas that still needed compaction tests:
1) Wateriine '
2) Utility Conduit crossings when utility trenches backfilled.
3) Bottom of subgrade all areas.
Also, Type A Drywell in the SouthWest corner of Burns and Queens, need to confirm
quantity of Drain Rock.
More off-site loads of dirt stockpiled North of Queens. .
6112102 Wednesday
Avista finishing up conduit crossings. ATT starting conduit work.
6/13/02 Thursday
ATT Continuing conduit work.
'NYATT ENGi(VE=321NG, INC. il,..~C4i nO•lrlnnv.uskhcom
G 101 Thain Road Lewiston, ID 83501 phone: (208) 746-2661 fax (208) 7a6-6825
❑ 1220 North Howard Spokane, INA99201 phone: (5091328-5139 fix (509) 32&0423
~RNATf ENGINEERING, IjVC. ENGINEERIlJG • LAND SURVEv, ING';; "f; PLANNING • MATERIALS TESTING
. ~
6/1 4/02 Friday
8:30 am Spoke with Karen(Eller). She said ATT and Avista have Pipe crossings across Surns & Crowns Roadway.
Eller "today" shail be placing conduit in trenches for Quest. Hope to backfill trenches
across roadways today. I reminded Karen when her crew starts backfilling trenches crossing
Burns and Crown, I would appreciate notice to observe the compactive effort unc+erneath
the roadway. Bzing ab(e to drive the major roads will facilitate utility companies in laying
mainline wire in trenches neside the property lines.
' Quest were given address by our office Quest stilf indicating another 10 days for design.
Either Chuck or Ken planning to give them a call.
12:00 pm Karen called said they would start backfilling utility trenches across roadways
about 1:30 pm.
2.50 pm on-site. 4/m Ron on sife with laborer and loader operator. I observed Eller
installing approximately 12" sand over conduits and then backfilling with native material
to the top of trench. Picking up fuil load of dirt and rolling backfill in a couple of layers using
loader and weight for compactive effort. Per conversation with Karen will test later.
Utility Trench Crossings . Crown 31 +40; 28+25; 26+75
Burns 17+45; 15+45
Queens 13+70
Silt lenses are stiil visible in some of the trench sections. Watching loader there is still
subg'rade movement at the bottom of excavation. Appears that there is still a fair amount
of moisture in subgrade in areas. May be a problem, depending on when final sub-grade is
finished for backfill.
3:40 Left Site
W/E 6/14/2002
Sincerely, •
~
'
~f~ . Logan .
, -
Project Manager
ilogan@wyatt.uskh.com
I:\679301-Summerfield 4th Construction ServiceslReports\weeklyreport6.14.02.wpd
Oo~IL ~~~/A/HAEFrs ~ LAivO svJF?vffYoe4s ~~~~~~~or's Dail;~ ~~~ort
1220 N. HOWaRO 3TREffT YOl THSifN ROS10
SP40K4NE. WA 99207 L6W/S7-01V . !D 6=01
PN (509) S~H.513H PH ('10H) 7962661
PAX (30.9) 328-0429 FA?[ ((700) 746-BA2s
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SPpKANE, W/1 9.g00 ~ .,,,N, !D B3501
PX (509) 928-5139 PH (^O&) 7464661
FAX (&1) 323-OiG$T FAX ((208) 746-8&-S
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cfv'L LA.vD suF?vHYoF?s Inspector's Daily Re~ort
1220 N. HOWARO STREE7' YOY TNRW ROAO
SPOXANE. WR 99207 LEW/S7t7N, /O B3501
PH (509) .SS28-6739 PN (2D8) 746-2667
FAX (5 ) 328-04Y3 PAX ((208) 746-5825
Project: Date.
Location: Inspector: 1;h. ^~,-•Ca...~'C""t's' a,°s-"''• ,
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1220 N_ /-lOWARD uTRPET YOY 77'fA1N RORD
SPOKANE, WA $920I LEW/STON, !D O.:?O~
PN (SOH) 328S139 PH (208j -7 ~
' FAX (50.9) 328-U329 FAX ((209) 746-6R2S
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Loca[ion: Inspector:
Job No.. U-77 Weather: \.3 4.t"vv` J J~~~
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1220 N/YOWARD STREET YOY 7HA7N RQ.40
SP0ICANE, WA 9920'1 LEWlSTON, 10 1%3507
PH (300) 928-5936, PH (ZOHJ 7O6-2661
FAX (50.9) 328-0429 FAX ((208) 746-BB?.5
Project: Date* a •
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~Y z s~nY ~'i~-" i` '•t.' ENGiNEERING L4ND SURVE'(I`.;i;So,~ P~INlNG ?vIFTERI ;LS TEST':NC
~ e subs(Ciary of
.7une 10, 2002 Randy Stronks
Spokane Gounty
1026 W. Broadway Avenue
Spokane, Washington
99260-0175
Ref: Summenield East Fourth Addition
Wellesley Avenue & Bums Road off Suliivan Road
Weekly Summary 6/3102 through 6/7/02 .
DEar Mr. Stronks,
Foliowing is a summary of events on Summeriield East Fourth Addition for the above
referenced time period:
~ ProQress ConstTaaction Sumsnarv (WIE 6/10/02),
6/3l02 Monday
6.00 am Observed excavator mobilized to site. Equipment there to perform utility trenching.
Contractor Progress this date: '
Majority of utility trenching completed. Some sanding of trench bottorns began.
Excavation of trenches ouiside the road limits except Tor crossings. .
614/02 - Tuesday
7:00am On-site. Two men on-site firom Eller's crew prepared to continue working.
1:45pm Spoke with Karen(E11er). She indicaied the crew should finish excavation on
uziiity mainline today and continue sanding all the utility trenches.
This afternoon Avista going to look at the trenches and give a schedule for their
work and when they can expect to be on-site for installation.
Confirming the origin of the 6 loads in the middle of Burns and the 22 loads of diri
West of Burns Avenue? She indicated she would speak with Ray, at his job. -
Response: 6 loads ofi good material on Burns from anoiher project. Other loads
on-site also import from another site, but to be used for back lot grading only. .
Contractor Progress this date:
Dug all mainline uiility trenches and continued sanding the exposed trench bottoms aiong
Crown and Burns streets. -
Inrrar ~~GWcERsNc, INc. 1~Y1m-AY~~com
0 !0 ~-hain Road Lewiston, 1D 83501 ?none: (208) 746-2661 i-.x: (208) 746-6825
❑ 1220 North Mcwara Seokane, WA 99201 pnone: (509) 32E-5139 iax (509) 328-3423
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VY'~AT-1 ENGINEERING, INv. ul'?N;g'` ENGIidE~RING • LAND SURVEYINPiANNING • MATtP.IALS TcSTIiVG
6/5/02 Wednesday
Conversaiion with Karen (Elfer).
Have scme direction from the utility companies: .
Friday 6/7/02 Avista to install conduit. ` .
Nionday 6/10/02 ATT to instali conduit. Quest needs addresses before initiating a work order. Then 1) Engineering
2} Order ililatenals -10 days out
3) Then Construction
6/6/02 Thursday
No contracior work to my knowledge this date.
6/7102 Friday '
Spoke with Karen(Eller).
New Schedule: Tuesday 5/11l02 - Avista to start installing conduii
Wednesday 6/12/02 - ATT to begin conduit installation.
No schedule or resolution with Quest yet. Requesting addr2ss beiore issuing a work order.
W/E 6/7/2002 "
Sincerely,
.'IT ~ • .
~
effi-e _ . ogan '
Project N1anagger . •
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7220 N. HOWAAD STFEtT Y07 THR1N 010i1D -
SpOKANa WA 88207 . LEW/$TON. f0 83 a01
PN (509) =9-5190 7H (208) 746-.2661
FAX (G09) 'J28-Od23 Fi3X ((2081 7e6-8825
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PN (509) 3265139 pH (208) 7462661
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1220 N. HOWARO STREPT 70T TIYAlN AOAO
SPOKtWE, WA 9920~ LEW/STON. !D B3501
PH (509) 32H-6l39 PN (208) 746-2667
FAX (50.9) 328-0423 FNC ((208) 746-8825
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1220 N. HOWARO STREET YOY TFlAIN RQ.40
SPOKRNL. WA 99P0 ~ LELY/STON. 10 B39'07
" PH (509) 32-8-5199 PH (268) 7462657
FAX (5A9) 328-0629 FAX!(208) idB-BAeS
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Y220 N. HOWARD S7FEET' 701 THA/N f70AD
SPOKANF-~ WA 99207 l.EW/STON. /O 53307
PH (509) 928-5139 PH (208) 7462667
FAX (5Q91 328.0123 FAX ((•lOB) 746-8825
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• ~ V" 'i`i•" ~y4'w R~~ ~ ~lf` ~r^ ~ ~~,•?~g;~ ENGINEERING • LAND SURVEYINv]° • PLANNING • MATERIALS TESTING
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USKH
June 3, 2002
Randy Stronks
Spokane County
1026 W. Broadway Avenue
Spokane, Washington 99260-0175
Re: Summe'rfield East Fourfh Addition - Wellesley Ave. & Burns Road off Suilivan Road
Weekly Summary Updates 5/27/02 fhrough 5/31 /02
Dear Mr. Stronks:
Following is a summary of events on Summerfield East Fourfh Addition for the above referenced
time period.
Proaress Construction Summarv (W/E - 5/27/20021:
5/27/02 Monday
Holiday - No work. '
5128/02 Tuesday
9:30 am on-site
Wyatt on-site finishing Utility lines staking.
Loader excavating & stockpiling excavated material on North side of Crown ROW
Station 33+00 to 36+00.
East end of Crown appears firm Station 33+00 East. West of Station 33+00 and
a majority of Burns appears wet and flexible grade when equipment maneuvers over grade.
Spoke with Chuck Eller. His plans are to excavate today and tomorrow then do Utility
trenching and installation work. Just before curb construction, complete compaction testing.
He projected letting site dry-out for two weeks. He was surprised and not pleased that
no compaction had been done on waterline. I related that it was Charlie Greens intention
to build waterline and services complete then come back & Pothole for compaction
testing.
10:00 a.m left site.
Contractor Progress this date: East End of Crown Station 32+00 to 36+00
5/29/02 Wednesday
7:45 am on-site.
Eller grader working grade from mid Crown station 32+00 West to centerline of interstection
of Burns and West. Loader now loading trucks from spoil piles off North side of Crown right-
of-way and pile dumping material in SE corner of project, along side the fence.
WYATT ENGINEERING, INC. UM4 nttp✓Avww uskh cnm
❑ 101 Thain Road Lewiston, ID 83501 phone. (208) 746-2661 fax: (208) 746-6825
❑ 1220 NoRh Howard Spokane, WA 99201 phone: (509) 328-5139 fax (509) 328-0423
\
ENGINEERING • LAND SURVEYIN~i • PLANNING • MATERIALS TESTING
US(H
a subsidlaryof P Randy Stronks
June 3, 2002
Page 2 Grader tires grade surface as subgrade excavated to grade. Operator and grade-checker
requested directional flow of water at intersection of Burns and Crown. Took drawings
and showed them flows. Told them Crown was primary collector and through street
grade-was for intersection. 6 loads of material on grade halfway on befinreen Burns entry &
Crown intersection. Material looked well-graded, rocky and manual field test indicated that it
was non-frost susceptible.
Production: IVloved excavated material stockpiles off right-of-way to on-project site
locations. Grade Crew: Rough graded all Crown and North half of Burns
8:30 am left site.
5/30/02 Thursday
9:50 am on-site
Eller crew just finished sub-grade excavation on South end of Burns and West leg
of Queens. Crew taking grader and loader to STA site on Indiana.
Crew had smoothed out 6 loads left on subgrade from other job. The loads were
approved for dispersal on grade.
Jay & Darin(Eller) question grade on Catch Basin South of Queens Road(Sta 17+60).
Subgrade revealed pipe to catch basin. Appeared high for road design on sub-grade
excavation stakes. Spoke with Duane(Wyatt) and asked if surveyors had as-built
on CB yet. He said he would check.
10:15 Left site with Eller Crew
5/31/02 Friday
7:30 am on-site.
Eller moving water truck off-site.
Drove over sub-grade. Roadway still soft.
Spoke with Karen Renaldi(Eller)on the origin of the 6 loads stockpiled on Burns. Confirmed
they were off-site. Also, approximately 22 loads West and parallel to Burns onginiated
off-site? •
Jeff Logan informed Chuck Eller that if any additional materials were brought off-site for
use within the roadway right-of-way that a proctor would be required on that material.
Chuck informed Jeff that the existing material presently on site is to be•used for back-lot
elevations.
W/E 5131 /02
Sincerely, Jeffrey N. Logan, P.E.
Project Manager
ilogan@wyatt.uskh.com
I:\679301-Summerfield 4th Construction Sennces\Reportslweeklyreport5.31 02.wpd
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WYATT ENGINEERING, INC. -L-01W htfpJikmtvuskh.com
❑ 101 Thain Road Lemston, ID 83501 phone: (208) 746-2661 fax• (208) 746-6825
❑ 1220 North Howard Spokane, WA 99201 phone. (509) 32&5139 fau (509) 328-0423
USF(H
- - - - - , ~ ~ LL - - -
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C/VIL EiVG//VEERS e L.4/VO SURVEYORS Inspector's Daily Report
12P0 N HOWARO STREE/' YOY THA/N RORO
SPOKANE, WA 99207 LEW/STON, !D 83507
PH (509) 328-5132 PN l208J 746-2661
Finx (5o9) -..2s Fnx (lzae7 74e_eR25
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C/V/L ENG/NEERS ~ LANL), S(.lRVEYORS InSpectOg''S Daily H~epOrt
1220 N. HOWARO STREtT 701 THAW ROAO
SPOKANE, WA 99207 LEW/STON, ID 83501
PN (508)SL8-519D PH (:tOH) 746-2667
FAX (G0.9) 328-Oa23 FA?C (('lOB) 746-8625
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Location: Inspector:
Job No. Weather•
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C1V/L ENC//VEERS ~ LANO SURVEYORS In5pectop-'S Dagly RepOrt
1220 N. NOWARO 67'REtT 701 THA/N ROAD
SPOKINE, WA 99201 [.6WlSTON. /D [f3501
PH (SOD) R2H-6939 PH ("68) 746-2661
FAX (S ) 328-0423 FAX ((2QB) 748-6825
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C/V/L ENC//VEERS ~ LANO SURVEYORS Inspectog''S Da1~~ ~epOg-t
12P0 N. HOWARO STREET 101 THAIN ROilD
SPPKANE, Wsl y92p7 LEW/STON. !D 03507
PH (SOa) 9L.8•5738 PN ('lOB) 746-2661
FNC (509) 328-0423 FAX ((208) 746-6425
Project: ~c~ Date: Z=O ~D z L-4
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Contractor: Visitors:
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C/V/L E/VC/NEERS ~ L..AiV0 SURVEYORS Inspector's Daily Report
1?20 N. HOWARD 977?EET 701 THAfN ROAO
6:ro1Ciw1_= w.n y92o7 LELY/STON, 10. 83301 . _ . , . . . . . . - .
PH (509) 328,5139 PH (206) 7f62GB1
FAX (309) S26-0423 FAX ((208) 748-6925
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C/VIL ENG11VEEI4S ~ L.c4N0 SURVEYORS InSpeCtOr's Da11~7 Re~DO~-t
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12P0 N. HOWAAO 9TREET 101 TIYA/N i70A0
SPOKANE WA 90201 LSW/STQN. JD B.7S0l_ . . , ' ' •
PH (609) 92" 198 PN (206J 7462661
FAX (509) 328-04F3 FAX ((20B) 746.6825
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1220 N. FfOWARO $TREET 701 TFLiIN ROAD
S1'0K41VQ WA 60207 . .LSW/$TOEA/. /O 8350f
PH (60Hj 9.2a6198 PH (20.8) 746-26B7 • .
FAX (549) O°°a..:23 FAX (('2DB) 74B-B825
Project: Date: SI~I~ Z- ~T~w!',~ ~ • _ ~ .
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Job No.: I,,,r7G30 1 Weather: ~~2 u el9-c A-A,-
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SPOKAN$ WA 09201 LEL,.o.v,V, ID @3307 , • . , ,
P/i (SOH) 32a5139 PM (20HJ 746-2667
PAX (6091328-06P3 FA?C ((20B) 748-6B25
Project: Date:
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12E0 N. HOWAi70 BTREET 701 TNAW RQAD
" SPOKANE, WA 88~01 LEWJSTON, /D H3S07 . .
PH (509) 9s^8-6138 PH (:.'08) 746-2GG1
FAX (30.9)3Y8-OAE4 FAX 1MM1 746-6@?5
Project: Date: Gi /Zb' O Z~'
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- - - - -
C/V/L EIVG/iVEERS ~ LA/VD SURVEYOFdS Inspectog-'S Dally Rep0rt
12P0 N. MOWARO BTREET YOY THAlN RQilO ,
SP'OKANE WA 88207 LEW/STON, !D 8350T•, .
PN 1609J 32H-6139 PN (ZOgJ 746-2661
• • • + • ' '
FAK (.-i09) 3YB-OdY3 FAX ((YOB) 746-6825
Pro ject: L"" 0" Date• -:51-Z) ! 67 7
Location: Inspector: ~
Job No.: 4 p~ ~l ~ PJ It Weather:
Contractor: F72-, Lt C6V-rAsVisitors:
Contractor Workforce Present:
1-6-R~~` 4'1
Contractor Equipment Present: 1"- 2O <<~ ~ S~ Cp'S
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Summary of Daily Activities: D • '
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n:x~•~a %c^,'=: EiVGINEERING • LAND SURVEYII,•~;: * PLANNING • MATERIALS TESTING
, n e sws,may ar .
May 28, 2002 Rpndy Stronks "
Spokane Counfiy
1026 W. 8roadway Avenue
Spokane, Washington 99260-0175
Re: Summerfield East Fourth Addition - Wellesley Ave. & Burns Road off Sullivan Road
Weekly Summary Updates 5/20/02 through'5/24/02
Dear Mr. Stronks:
Fo{fowing is a summary of events on Summeffield East Fourth Addition for fihe above referenced
time penod.
Proaress Construction Summarv WE - 5/24/20021:
5/20/2002 Monday
7:15 Eller shop. Picked - up Utility drawing for Sara on Summerfield. Briefly discussed problem
with drain rock on first Type A Dryweli afi Burns Station 14+00. From my caiculations shorf
drain roclc. Also, discussed the fack of compaction on waterline thafi Charlie intended to
perform 4ater 8:00 AM on-site. Laader and rolfer compacting roadway on burns and
backfiiling gate valves. Scheclule today to backfill and compact all hole5 for Gate Vafves,
water and sewer services. Call from Karen(EIIer) at office. Confirmed crew to wiil be backfil(ing
all services
and marking service ends. Charlie requested surveying on roadway, cufi-stakes to subgrade
Presented compaction on water main again. Re-confirmed ail 3 bacteriai tests oassed.
Requested copies for Wyatt office. Connecfied her to Sara for surveying.
Contractor Progress this date:
All water and sewer services bacfcfi4led. Marked with 2x 4's and backfilled gate vaives
on total site.
5/21/2002 Tuesday
7:40 AM All services backfilled previous day. Grade 4/men ordering materials for 10" water
line inter-ties. Plan today to complete water-line inter-fiies afi fihe 3 locations.
Discussed Drywe11 A at Station 14+00 wifih Jim. Said he placed b loads of drain rock afi
5 yards per load at that location. My measurements indicate around 25 yards of drain
rock. Jim indicated that they placed drain rock l 0 above seam on drywell. Told him
if I could confirm thafi that then the total drain rock quantity would be close. Leff 8:15AM
Contractor Progress this date:
1) Sta 36+03 tie-in East End of Crown 2) Sfia 31 +00 Center of Crown South(subdivision tie-in)
3) Sta 12+74 Burns Entry fiie-in.
Trentwood(Devon) on-site and witnessed instailation at 36+03 and 31+00. He observed
their methods and procedures of instailasion including washing all materials with chiorine
pnor to installation and was pleased with their consfrucfian process. Confident that the
work was completed in an acceptable fashion.
WYATT ENGiNE=;ZING, 1NC. '~W httpJit»vw.uskh.com -
0 101 Thain Road Lewiston, 1D 83501 phone: (208) 746-2661 fax. (208) 746-6825
0 1220 North Howard Spokane, WA 99201 phone: (509) 328-5139 fax: (509) 328-0423
tV IMYATT ENGINEE;QING, INC_ ENGINEERING • LAND SUf2VEY1NG~,i;~PLANIVING • MAiERlALSTEST{NG
:i
Rondy Stronks
May 28, 2002
Poge 2
5/22/2002 Wednesday
7:45 On-site. Called Karen(Eller) said she wasn't sure if crew finished all Tie-ins. Jim going
for parts. Jim and laborer finishing blow-off at the Norfh end of Burns. Truck and trailer hauling
out excavator. Crew going to anofiher projecfi. No addition work planned on-site this date
due #he heavy rain. Wyatt Surveyors suppose to be staking subgrade fihis dafie.
Contractor Progress this Date- Fnished instal(ing(cutting-off and lowering) blow-off at the North End of Burns.
8 15 left site. ~
5/23/2002 Thursday
8:15 AM Centerline and offsei siakes for subgrade with cuts and fills set for Burns and Crown
streets Called and nofiified Jim at Eller. CaNed Duane(Wyatt) said all cut-stakes done and
only parf of the utility stakes in. Called Karen and notified her of the same and reqvested
schedule for their work. Call me or Sarp to schedule remaining sfiaking. Darla coloring
utility drawings for utility installation. No additional work planned on project this date.
Up-date inspection notes and weekly summary.
Confiractor Progress this date:
No work Done on-site this date:
5/24/2002 Friday
8:00 AM called Karen for schedule of work on Summerfield 4"' Addition. Planned to do
some excavation later on this affernoon. Eller did a minor amounfi of excavation this date.
Terex 82-30 dozer moved on-site. .
Confiracfior Progress this dafie:
8egm excavation effort Station 35+00 to 33+00 Crown.
W/E - 5/24/2002 .
Sincerely,
Wyafit Engineering, Inc.
a subsidicrry of USKH inc.
4 ~
Jeffrey N. Logan, P.E.
Project Manager
jloaan@ewatf uskh.com
1:1679301-Summemeld 4th Canstruction Services\ReportslWeekly report 5.24.02.wpd
i
- ~is=..~ ~ o ' • ~1ATERI
ENGiNEERING LAND SURVEYIN(~;.-;Y;, PLAVN
~ ING ALS I ESTIMG
iry' a sumtdlary d
~ .
URB(H
May 20, 2002
Randy Stronks
Spokane County
1026 W. Broadway Avenue
Spokane, Washington 99260-0175
Re: Summerfield East Fourfh Addition - Wellesley Ave. & Burns Road off Suilivan Road
Weekly Summary Updates 5/13I02 through 5/17/02
Dear Mr. Stronks:
Following is a summary of evenfis on Summerfield East Fourth Addition for the above referenced
#ime period.
Proqress Construction Summarv (W/E 5/17/2002):
5/13/2002 Monday
8:55 No one on-site. Arrived for 9:00 AM Water Test. Saw Eller service truck leaving site. Calied
Elier main office Crew broke vaive. Going to gef parts. 11.30 placed call to Cory. Referred
to Karen, Eller main office. Karen called back said Kenny handling test now. Called back said
it would be tomorrow. Work on calc's for water fiest.
5/14/2002 Tuesday
9:00 AM Kenny from Eller Construction on-site. 9• 12 AM took pictures of gage at 150psi. 9:30
Mike Klein from Trentwood Irrigation District #3 arrived with.helper. No pressure drop. Discussed
issue with the WSDOT standards requiring 200 psi plus. Mike said 150 psi would be satisfactory.
Asked about WSDOT standard requinng locator tape 12 " above pipe. He said not required.
Intends to eliminate it from Trentwood #3 specifications. .
Asked to check hydrant vplves and make sure pressure is pressuring against hydrant release
water release valves. Tried 6" gate valve on both hydrants they were closed.
Check all other valves on-site and they were open except for the NW and NE tie-ins to
Trentwood existing 10" steel main. Not losing pressure so those valves are good. Went back
and checked pressure gage. Pressure raised and needle thickness to the upside of 150 psi so
pressure from Hydrant 6" gate valve higher than test pressure. Therefore, hydrant release
valves good. No visible leaks on-site. All saddles and the majority of gate valves open for
physical inspection for leaks.
9:57 Took picture of gage 150psi Test complete. No pressure drop. No make-up water
required. Gage went quickly to "0" when pressure released. End of Test. Crew to chlorinate
today and let sit for 24 hours.
VUYAiT EIdGINEE121WG, IIVC. 11W httpJnwnv.uskh.com
Q 101 Thain Road lewiston, ID 83501 phone: (208) 746-2661 fax: (208) 746-6825
❑ 1220 North Howard Spokane. WA 99201 pnone: (509) 328-5139 fax: (509) 328-0423
.
lh'Yi~~T ESjIGINEERINIG, 9NC. ENGINEERING • LAND SURVEYlNG PLANNWG • MATERIALS TESTING
Randy Stronks
May 17. 2002
• Page 2
5/15/2002 Wednesday
Eller pianning to take Chlorination water test samples today and take them to test lab. Mike
Klein specified at least 3 fesfis at extremities of project.
Take one at Burns beginning of project Station l 3+00
Take one at Crown NW Tie-in Station 25+28
Take one at Crown NE Tie-in Station 32+27.2
5/16/2002 Thursday
Eller waiting for Chlorination Test Results on samples. No work planned until next week.
5/17/200 Friday
No work. Spoke with Karen at Eller. Said she received a verbal pffirmation from from the Lab
that all three tests that were submitted passed. Lab will be sending her a copy of the results
and will transmit them to Wyatt Engineering. Bacterial affirmation of the water system
has passed.
W/E - 5/17/2002
Sincerely,
Wya# Engineering, Inc.
a subsidiary of USKH inc.
. `
~ ~
(N. Lo9an, P E.
Y
Project Manager
iloaanGwvatf.uskh com
I:\679301-Summerfield 4th Construction ServiceslReportslweekly report 517.wpd
~
~
/
RYYIELL BARR0. OR
1. ATCH BAStN YlALL
GENERAL NOTES r-
WATERPROOF PIPE (TYP.)
NON-SHRINK~ ,.f
GRA~EL BAqCFlLL OUAN71iY FOR DRYN'ELLS GROUT H N OTE:
TYPE 'A' - 30 GUHIC YMDS 111NJNUM 42 1bNS. ~ . _
TYPE 'B' - 40 WBiC YARDS AIINIMUN / 56 TONS PVC PIPE ADAPTER5 AND CASKET YAY VAFtY
OR AS SPEdFlED ON ROAD PLANS - ` IN SFIAPE AND SIZE AS ILLUSIR/1TED IN
2 SPECIAL BACKFlLL NAIIIttAL FOR DRYWELLS SHAIl WNSIST OF DETNL BY ACCEPTAeIE ALTFJtNATE IN
WASiim CRAVEl. GRADED FROM 1' TO J' 111TH A MNOMUM OF S7l yr ACOORDANCE YA7H AST.N.-C-42&
PASSINC 1HE U.S. Na 200 SCREF?!, AS IIEASURED BY MflCH7. ~ASKET
A Ri/J01AU►1 OF 107t OF 7HE AGGRECAIE, AS IAEASURm BY WE]CHT, ~ VC ADAPTER
SHALL BE NA RALLY OCd1RPoREDNG UNFRACiURM MAiFRI OOX PVC A.DAPTER_
_
(SAND COLLAR)
3. FABRIC SHALL BE MODERATE SURNVAB1UiY AS W'NNED
IN STANDARO S?EdFlCA710NS 9-33
4. SEE STANDARD PLANS SNEE75 B-2 IWD B-J F'OR
PRECAST cONCRE7E DETAILS. . ~~7
5. ADJU5RfENT BLOqtS ~IALL BE COAINT COttptETE. PAY LJAIITS (~A~ TYPEE4 ~ MORTAR IN PLACE
AIETAL FRNAE ~
B. PREClST PoSER 4AY BE USED IN COMHINA710N & . --t~ •
vnTM oR w uEU oF An,wsrwc eioacs. „y
7. 1VHEN PVC PIPE IS USID A PVC ADAP7FR SiALL BE INSTALIED.
~ . TOP SOIL ~ONR~TARm ADJUSTl1ENT
Q PIPES SHALL BE GttOUTm {NTO DfiYWELLS. ,
p~~p~ v
GRAiE 7YPE 4~ 4 ~ GRAVEI. BAdCfILL 2'-0'
~ NORTAR IN PLACE TO BE W►IPLETELY
~ b co m ram FABRic
`.~Y•1' k:- ~ i-INLET PIPE
TOP SOIL OR ARED ` c ~
SiMENT RI11CS
, C_
CRAVEI. BACKFILL b v~ rnn~i Y` r-0~ s~ V,o~ 7
~ FABRIC ;i ~
NLET PIPE ~ N~0^y~~dc TSEEPA=GE POR7S.
\ 1o BAqtFlll. SEE DETNL. SHT. B-2
~ 7 nemc uNOt ~ h
MET& • ~ 2
sEE 7 ~ 'J
sEE ~a~..~sei%N-z nemc waER
•3 r:.t
SOILSTURBm ^ 5111R8ED .
DRYWELL - TYPE 'A' SWALE DRYWELL - TYPE 'B' SWALE
SPOKANE COUN'fY APPROVED: srnNnnRo :-•T ~
DEPARTMENT OF PUBLIC WORItS "yd+ny Qw",,4m
PRECAST DRYWELLS PLACED IN SWALES
Lill IPIUG IRYIiItt).IAF`' 1 Wh_Lili!L{i1 1 SPUNtF. M7h 80360 46p-3Qpp PfifE: 8-~O
1
/ ~ .
•m-~.Y,~~ ENGINEERING LAND SURVEYING°PLANNING MATERIALS TESTING
- a suAsima'y or
May 10, 2002
Randy Stronks Spokane County '
1026 W. Broadway Avenue
Spokane, Washington 99260-0175
Re* Summerfield East Fourth Addition - Wellesley Ave. & 8urns Road off Suliivan Road
Weekly Summary Updates 4/18 & 4/19/2002
Dear Mr. Stronks:
Following is a surnmary of events on Summerfield East Fourth Addition for the above referenced
time period.
Pro4ress Construction Summarv (W/E 5/10/2002):
May 6, 2002 Monday
No on-site Inspection. Spoke wifih Charlie Green. Laid out his construction objectives as
summarized below. This activity looked like a full day of work for crew. Requested Wyatt
cancel compaction tests for today. He will schedule a meeting with Mike from Trentwood
sometime today on his construction process.
Contractor Proaress this date: Ectend water-main East on Queens. Y~ done. Install one
remaining Type B drywell. Catch Basin on South side of Queens extended.(Sta 17T60). Connect
water main to inter-tie at the SE location.(Sta 31+00)
May 7, 2002 Tuesday .
Observed installation of waterlines Queens Road Station 17+32 to Station 18+83; SE Inter-tie
Extension 31 +00 South. Both of these areas are approved to backfill subject to the compaction
tests that are to be done all af the same time by fihe contractor. Contractor had installed
. blow-offs at beginning of Burns and East End of crown with temporary blow-offs for testing.
Observed hydrant afi station 32+50 installed drain rock behind hydranf.
Contractor said he would be pouring thrust blocks this date in anfiicipation of water test
on water mainline. Charlie Green said he spoke with Mike at Treniwood and said he had
approved Eller's construction process and no compaction would be required for the bedding.
Cailed Mike at Trentwood and he confirmed this conversation with Charlie Green.
All water services in except Crown Street West. Water Service Lines dug but not insialled.
Cnariie sent Strata away today. No areas prepared for compaction. Said he would be ready
fo test Thursday or Friday. Contractor intends on letting the ground dry-out before more
compaction tests are attempted.
Contractor Proaress fihis Date- Finished installing water services Crown Sl-reet. Poured all thrust
` blocks and under valves except @ the NE infier-tie at station 32+27.2. Conducting backfill
operations on service lines.
WYATT ENG1fdEERING, INC. 13-~g httpl/www.uskh com
d 101 Thain Road Levwston, ID 83501 phone (208) 746-2661 fax: (208) 746-6825
0 1220 North Howard Spokane. WA 99201 phone: (509) 328-5139 fax: (509) 328-0423
-
c;r'^
Vi/`,~7 ~~IGi~1E~3~Z9RiG, IRIC. 9~~-7 ~~;_;•y;- E~1GiNEERING • LAND SURVEYING 'FLANNING • MATERIALS iESTING
Rondy Sfronks
. Mqy 10, 2002
, Page 2
May 8, 2002 Wednesday
Thrust blocks all poured as noted yesterday. Measured thrust blocks for proper size. No
discrepancies were found. Eller pulling equipment Loader and Bacfchoe off-site to go to other projects with Truck and Trailer.
May 9, 2002 Thursday
Calied Eller to see how they are coming with the water test. Cory of Eller doing work. Fiiling
line now. Potential blow off later to clean line. Haven't cieaned it out or blown it off yet. Test
probably tomorrow.
May 10, 2002 Friday
11:30 AM called for Test. Be ready at 2:00 PM told them short notice but I would try to be there.
Asked them to call Trentwood. Didn't know if they wanted to be at water pressure test for the
mainline but should do as courtesy. Cory cailed back afi 1:30 said he couldn't get a hold of
people at Trentwood. Wouid postpone until Monday. .
W/E 5/10/2002 '
Sincerely,
Wyatt Fngineering, Jnc.
a subsidiary of USKH lnc.
~
ffre . Logan, P.E.
Project Manager
jlogan@wyatt.uskh.com
cc: Ken Tupper
- i
BARREL OR
GENERAL NOTES WAPROF q_--,DRYWELL
CATCH BASIN WAI.L !
1. GRAVEL BAd(Fl1.1 OUAN7ITY FOR DRYWELI.S NORINK~ PIPE (TYP.) NOTE: '
lYPE'A~ - 30 WBIC YAROS 111NNUA1 / 42 TqNS GROUT
7YPE '6' - 40 CUBIC YMDS A1111AUN / 68 TONS. PYC pIPE ADAPTEfiS AND OASXEf AIAY VARY
OR AS SPEqFlEU ON ROAD PW4S. - ~ IN SFIAPE AND SIZE AS ILL.USTRATfD IN
H ~
DE7NL BY AC(EPTABLE AL'IFRNA7E IIJ
2SPEqAL BAdCFlLL IIATERIAL FOR DRYHELLS SHNl CONSIST OF ~ ACCORDANCE 1M1H A.ST.N.-G-428.
p•wq4y= '
WAStim GRAVEL GRADED FRO►A 1" TO J' 111TH A MA%IMUM OF 8X
PASSINO 1HE U.S. No. 200 SCREQI, AS MEASURED BY Yh7GNT. ~pS(E'( ~
A MIJOMUAI OF 10X OF 1HE ACGRECATE, AS IAEASURm BY 14EIGHT. I' VC ADAPTER ~
s~~ e~ AlIIRALLY OCWRPo~ UNFRACNR ~ATERIAL X P VC A D A P TE R
. i
3. FABRIC SHAll. BE MOD~FtATE SURWVABILIiY AS OU711NED (SAND COLLAR)
•I
iN STANDAAD SPECIFlCATIONS 8-33
4. SEE STANOARD PVJIS SHEETS 0-2 AND 9-3 FOR
PRECAS7 CANCRfTE DETAILS. GRA§ TYPEE4TYP--E4 MORTAR IN PLACE
6. ADJU511AENT BLOqCS ~iALL BE CEb1ENT CONCREfE. PAY L1k1T5 ~
6. PfiECA57 RISQt AIAY BE USED IN COIA9NIAT1011 METAL FRALAE
ac GftA'IE
N17H OR IN UEU OF ADJUSTiN6 BIOq(S -
7. MM1iEN PVC PIPE iS USED A PVC ADMTER Sl1A11 BE INSTALLED.
TOP SOIL pRTARED AUNSTIIENT
B. PIPES SFIALL BE GROUTED INTO ORYYfE115. r~
CRA9E 7YPE4TYPE 4 a GRAVEL BACKFlLL
2-p" •
~ 1lORTAR I11 PIA.11 TO BE C011PLEiELY
b CO ED 1N'fH FABRIC
"1 ~-11nET PIPE TOP SOIL l±i`.ppT ARED f ~ ,
ADJUS111EN7 PoNCS
CRAVEL BACKFlLL
r1 c~ o c~ '
TO BE C04PLFTELY .
b CoVERED YAiFI I i O i E 7
FABRI0
l f ~i
MLEI' PIPE BACKFiLL. ~ A~SF{POTR B Z7
~ ~ 2 a~ 1/ .i FABRiC LINER ~
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s~ ~a1,~siRB-a
aMc u14os
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' NpL IS'fUR6@ ~ DI5TURBED
S01 ~
DRYWELL - TYPE 'A' SWALE DRYWELL - TYPE 'B' SWALE •
SP01<ANE COUNTY
APPROVED: sraNaARD=- ~
i i i i ~ DEPARTMENT OF PUBIJC 1YORICS ~+"~+m'+E ~ e_la ini1 rw ir~vu•Ic~~ i'nNNie i krvi~~ttati ~ saaws, wA. eezeo 40-3aoo umc: ~PRECAST DRYWELLS PLACED IN SWALES
~ .
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L,JSKH ARCNITECTURE • ENGINEERING • LAND SURVEYING • PLANNING
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Project Title C~ V~ Page Tifile I'l. t 2- ST-4
W,O.# I%7G` S 0 ~ Date <r~~ By Y~ kyar4)~~C,.Checked By
Paae ' of
.3~ A , ~ Y•J.__..•n~~: : '',i ~
ENGINEERING LAND SURVEYING PLANNING ^ MATERIALS TESTING
-
a subsidiary ot
r•
May 3, 2002 ,
Randy Stronks
Spokane County
1026 W. Broadway Avenue
Spokane, Washington 99260-0175
Re: Summerfield East Fourfh Addifiion - Wellesley Ave. & Burns Road off Sullivan Road
Weekly Summary Updates 4/29/02 through 5/3/2002
Dear Mr Stronks:
Following is a summary of events on Summerfield East Fourth Addifiion for the above referenced
time period
Propress Construction Summary (Week Endinq 5/3/2002):
Apri129, 2002 Monday ~
Eller Crew wrappmg dry-wells in preparation of installation. Air pres'sure Tesfi for Sewer Mainline.
MH #4 to MH #20 Passed
MH #20 to MH #21 Failed
MH #21 to MH #22 Passed
MH #22 to MH #23 Passed
Observed water line installation from stption 14+30 to station 16+00. They began at
approximately station 13+00. Observed bedding depths of 12" over pipe exceeding 6" depih
requirement. Laborers placing 0 4 below pipe. Average width of bedding 3.0 feet. Surveyor's
on-site staking waterline. #9 wire in place and being tapped fio main line pipe. Installation
approved for backfill to station 19+45 Burns. Missing locator tape on mainline and services?
foundation bedding in place. Strata on-site. Re-test of area North, West and East MH#4. All 7
7ests Passed. Proctor Results:
5 9710 134#/ffi3 moisture 8.9% med brn sdty sand
144.0 7.0% w/gravel
91 19 137.5#/ft3 moisture 7.5% med bm clay
144.0 6.0% silty/clay w/ gravel
7/18/2001 Proctor 138.5#/ff3 moisture Sand mafierial
- 140.5#/ff3 Roclcy Material Strata said sampie for gravel bedding failed. Writfien results will follow of Test Results.
Asked contractor(Charlie Green) about his procedures on compaction testing of wafierline.
Charlie stated that ihey would instail all the water line then come back and dig test pits for
compaction on water main line.
Contracsor Proaress this date: Installed w/I Station 13+00 io Station 19+45
WYATT ENGiNEER1NG, IMC. Ugr*I h1toJAvwwuskh.com
❑ 701 Thain Roao Lewnston, ID 83501 phone: (208) 746-2661 iax. (208) 746-6825
❑ 1220 Nortfi Howard Spokane, WA 99201 phone: (509) 328-5139 iax: (509) 328-0423
^ a~,w , ~z,•~,r
A,I~JYsQ~ ENUIP~Ei~olNG, II~C. ~Z-M> ENGINEERING • LAND SURVEYING •iy:;•4'~LANNING • MATERIALS TESTING
Randy Stronks
May 3, 2002
. Page 2
April 30, 2002 Tuesday
Contractor digging wafier line main West on Crown Road from Burns(Station 27+21 West).
Strata on-site performing compaction tests from MH #3 South & West. A re-test area.
5 tests. 3 passed 2 failed. Contractor laid-out pipe the length of Crown. Strata took second
sample based on 11% on 200 sieve from Friday's test. The sample of bedding material
was taken at a site Charlie Greens Choosmg. Strata Kole sampled processed berm pile.
Test results from Friday 11% on 200 sieve.
Air Pressure Re-test of sewer main line and services from
MH #20 to MH #21. Re-Test Passed. _
Contrpctor found leaky service line just East of MH #20 and repaired it.
Contractor clarifications requests:
1) Ok to turn Biow-off vplves 90 degrees and get apparatus away from thrust
blocks.
2. Feels thrust block under vaives un-necessary. Locked in wifih bolts & fittings
Qualify checked on water/line Pipe. PVC -1120 CI150 psi DR 18 T600 AWWA C-900 JM 90.
Contractor Proaress this date: Installed water main & Serv+ces: Sfiation 27+21 to 25+38.
Installed water main & Services: Station 27+21 to 29+50
May 1, 2002 Wednesday
Confiinued water-main line installation at 29+50. Jeff on-site. Discussed various issues.
A) Thrusfi Block under valves. That's the way its designed unless variance provided by
Trentwood.
B} Rotating 8fow-off 90 degrees. OK if Trentwood approves.
C) Fai{ing Test on Bedding. Contracior should have submitted before project sfiarted.
D) Valves do not have tape over end. Exposing valve to on-site gravel.
E) Eliminate one valve at NE tie-in(Station 32+28). 7wo valves redundant. OK as {ong
as Trentwood approves deletion.
Observed drain rock installed behind hydrant at station 17+60 Burns. Contractor said concrete
block installed under hydrant. Called Strata for copy of test results on gradation tests. Request
compaction tests be re-done with new procfior. New proctor should improve results on
individual tests. Callecl Charlie Green and said the latest gradafiion test on bedding was out of
specificafiions on #200 sieve. (12.3 Meet in Morning to go over results.
Contractor Proaress this date: Installed water main from stafiion 29+50 to station 36+00. All
services dug and one hydrant on Surns installed.
May 2, 2002 Thursday
Two men from Trentwood on-site. Devon in charge when Mike is gone. Contractor making
mainline inter-tie connection to Trentwood exisfing 10" water main ai NW corner of Project
(Starion 25+38 Crown). Devon's response ro the quesfiions and direction is as follows:
, }C
. (,;w•,
'Jx,IyATT E iVGiP~~E R 3RiG, I N C. ENGINEERING • LAND SURVEYING ~D;.: PLANNING MATERIALSTESTiNG
Randy SSronks
May 3. 2002
. Page 3
A) Put Thrust Blocks under mainline valves. -
B) OK to rotate blow-offs 90 degrees to get away from Thrust Bloctcs especially those that
are temporary. C) Bedding. Ok with Trentwood.
D) Extra Valve at Norfh East corner of project. Ok to eliminate one.
Staying on-sifie to witness all dry-wells per Jeff Logan. Eiler broughfi different backhoe on-site.
Other has been broke down on Friday.
Contractor installing drywells this A.M. Burns Sta 13+50 Type A Did not see installation. (Ref: Comments 4J25)
Measured exc area. Drain rock backfill short 21 cy.
Contractor said he forgofi to tell operator.
Burns Sta 14+75 Type A Did see installation. No pictures before backfill.
Fabric in proper areas. Verified min. 30 cy by meas
Queens Sta 17+45 Type B Verified fabric installation and measured 40cy+
Drain Rock. Installed properly.
Contractor InstaNation drywells this P M.
Burns Sta 18+40 Type 8 Installed properfy. Fabric & 40cy+ of drain rock.
Burns Sta 18+44 Type B Installed properly. Fabric & 40cy+ of drain rock.
8urns Sta 19+52 Type B Instailed properly. Fabric & 40cy +of drain rock
Took pictures of all Type B drywell installations. Took pictures of NW tie-in with existing 10"
water-main and laid pipe for tie-in NE corner of properfy Station 32+29.
Contractor Proaress this Date: Station 25+38 10" water main NW inter-tie. Station 32+29 Laid
10" line to NE inter-tie. Installed 2 Type A drywells. , lnstalled 4 Type B drywells Received call from Bil1y Urhausen, Cifiy of Spokane Engineering. Went over specifications
on bedding material for Eller Construcfiion. Bedding was 1-2% out on fihe #200 sieve. He
approved the aufi of spec material for bedding in this instance. If 5 or b% out-of-spec his
it would be a different matter.
rV1ay 3, 2002 Friday
Measured all Sfiorm drain excavations. All Type B Manholes had sufficient excavation
to receive proper amount of drain rock. The First 7ype A manhole at Sta 13+50 did not
have sufficient excavation perimeter to permit 30cy of drain rock backfill.(measured 21 cy)
Strata present. Took 3 tests. All passed. Re-test/Re-test of sewer-main trench west or MH#3
and beside fiee at mainiine afi Bums.
Spoke with Jeff on inspection. Need contractor to work with us to reduce inspection time.
Gave Jim, Eiler grade-checker, camera to take 4 pictures of each insfiaflation and measure hole
sizes. Discussed WSDOT compaction speafications with Charlie Green. Said specifiications
request compaction tests on bedding. Rec}uested Charlie discuss this requirement with
Trentwood and s2e if they will approve his construction process and waive this requirement.
If Trentwoods approves his consfiruction process thafi was fine with Wyat;.
lN
YA7T E~IGi~iEER9B~G, InIC. ~a,,.~~.
9 ENGINEERING • LAND 5URVEYING :?:IPLANNING • MATERIALS TESTING
Randy Stronks
May 3, 2002
Page 4
I informed him of the request I made of Jim for pictures and measurements he had~no
trouble with the request. Informed Charlie of the drywell quantity deficiency at 13+50. Nothing
he has to take care of instantly but needs to be addressed later.
Contractor Proaress this Date- Crown Sta 25+50; Type B Instafled Fabric & 40cy+ of drain rock.
Crown Sta 28+30; Type A Installed Fabric & 30cy+ of drain rock. Crown Sta 28+70Type B Installed
Fabric & 40cy+ of drain rock. Crown Sta 28+40.5 Type B Installed Fabric & 40cy+ of drain rock.
Crown Sta 25+80 CB Type I Installed with 60 If 10" pipe. Queens Sta 17+60 CB Type I Installed with
48 if 10" pipe. Worked on NE Inter-tie Norfh of Crow(Sta 32+27.2) Completing Water Services
from Burns, East on Crown.
W/E 5/3/2002
Sincerely, .
Wyatt Engineering, Inc.
a subsidiary of USKH Inc.
\
~ \ ^ ✓ ~
~
Jeffrey N. Logan, P.E.
Project Manager
jlogan@wyatt.uskh.com
cc: Ken Tupper
ENGINEERING • LAND SURVEYING PLANNING MATERIALS TESIlNG
• ' J~ ~r• F~ a 5ubsitllary ot ,
a~ra~ar a
Aprd 26, 2002
Randy Stronks
Spokane County
1026 W. Broadway Avenue
Spokane, Washingfon 99260-0175
Re: Summerfield East Fourth Addition - Wellesiey Ave. & Burns Road off Sullivan Road
Weekly Summary Updates 4/22/02 through 4/26/2002
Dear Mr. Stronks:
Following is a summary of events on Summerfield East Fourfih Addition for the above referenced
time period.
Procaress Construction Summarv (Week-endinq 4/26/2002):
April 22, 2002 - Monday
Contractor instructed to do a better job of separating silty fines in the upper trench excavation
reducing fines and moisture in backfill materials, spoiling fines on one side and then subgrade
materials on other. Strata took 3 compaction tests this date. All pcissed 92% density.
Contractor said he would excavate and aerate tests that failed on Friday between stations
13+95 & 14+70 and re-compact.
- Contractor qroaress This Date: Pipe laid from Sta 27+00 to Sta 25+75. Set MH 25.
April 23, 2002 - Tuesday
Eller starfing work from MH #4 East. Sirata testing. Took 5 tests all passed. Observed
bedding in high spots 12". Low spots 6" to 8". Told Charlie Green to have labors level out
bedding. Plenty supplied in trench but not being evenly distributed. He said he had already
spoken to laborers. Would correct existing deficiencies. Based on these warrants approved
pipe installafiion and backfiil North and West of MH #4 to MH #5 and MH #25 respectively.
Explained I would plot out existing tests to make sure any failing test area would be retested.
Charlie Green said he was going to backfill all sewer trenches then would pothole the locations
and elevations desired by Wyatt to confirm compaction effort of sewer trenches. Asked Strata
where proctor came from. Strata said using proctor from Wellesley and Bums taken on
7/18/2001.
Proctor Test at Burns & Wellesley 7/18/02 138.5 #/ft3 sandy material
140.5 #/fit3 rocky material
Contractor Proaress this date: Station 27+00 to Station 30+30 Set MH 20
Apri124, 2002 - Wednesday
Eller Construction starting to set MH #21. Strata iook 8 tests. 6 tests failed. Basically East of MH#3
on Queens and MH #4 on Crown and Norfh of MH #4 on Bums. High Moisture conients
associated with silty fines, holding moisture in trench bacfcfill at bottom of test pits. Showed
results to Charlie Green. Silty matenals in trenches not sufficiently mixed to get passing results.
' Contracfior said he would excavate those areas and re-compact. 8:41 AM excavator digging
sewer service to wesT MH #20 to Lor 5 forgot about existing Trentwood 10" water-main and
broke pipe Q mechanical joint.
WYATT FIVG1iVEERIMG, IfVC. igaa nrtpirwwwusnn.com
Q 101 Thain Road Lemston, ID 83501 phone. (208) 746-2661 iax (208) 746-6825
❑ 1220 North Howard Spokane, WA 99201 phone: (509) 328-5139 fau: (509) 328-0423
WYA'TT ENGBNEERIIVG, DNCA~''-3 F^;:.,:? ENGINEERING • LAND SURVEYING LAiVNING • MATERIALS TESTING
..v
- Randy Stronks
Apnl 26, 2002
. Page 2
Contractor had been separating silty fines material fio one side of excavation. However, in
backfill operations, resumed mixing silty marerials with gravel excavation and pushing fines and
excavafied mafierial back into roadway and top of utility trench areas. Expressed my concern
about having fenses of silfiy fiines afi the bofifiom of the base course after excavating to street
grade. Checked with Jeff Logan and concurred new proctors should be obtained for this
project.
Waterline stakes sefi by Wyatt on Burns in affernoon.
Contractor Proaress this Dafie: Station 30+30 to Station 33+70 Set MH's 21 & 22
April 25, 2002 Thursday
Pressure testing sewer lines Inspected bedding Manhole #21 thru 22 thru MH #23(stations 30+30
to 35+35). Spoke to Charlie Green about shall coverage around MH #20 - 3 joints east and
sewer services being short. He said he would place additional bedding on the piping. Based
on this discussion and observed bedding widfih and depth above and below pipe on the
remaming pipe laid as being good, backfill of trenches approved.
Pressure Tesis This date: MH #2 to MH #3 Passed
MH #3 to MH #4 Passed
MH #3 to Clean-out Passed
Chariie asked for surveyors to stake dry-wells. Sara indicated surveyors on fihe way to the
project. Wyatt to set remainder of w/I stakes. Mentioned to Charlie(Eller) that Wyatfi had to be
onsite to witness installation, placing of fabric and backfiil of Drywells. Contractor backfilling
and compacfiing with sheep's-foot wheel-roller on backhoe, MH #20 thru MH #23. Called Strata
requested additional compaction tests tomorrow morning 8:00 A.M. 4/26.
Contractor Proaress this date: Station 33}70 thru 35+35 Sefi MH #23. Backfill & Compccfiion -
Dig remaining services East of MH#4 on Crown ,
April 26, 2002 Friday
Truclc & Trailer depositing drain rock for dry wells. Pressure tested sewer mainline from
MH #4 to MH #25 Passed
MH #4 to MH # 5 Passed
Strata performing compaction tesfis. Took 8 fiests all passed. Ali tests from MH # 4 thru MH #23.
Had Strata(Kofe) took proctor of on-site matenai. He took two at Chariie Greens's direction at
locations due to site-varying material. Materiai on Burns sample darker, more silt than Crown
Street which is lighter and more sandy. Eller Construction had backhoe fihafi brake-down about
mid-day. Wyatt surveyors on the'sr way to finish w/I staking and as-bvilt MH's.
' r
WYAT"T ~NGNEEt2lftlG, INC. i~.,.~d ."','i•'_ ENGINEERING • LAND SURVEYING 'LAiVNING • MATERIALS TESTING
Randy Stronkt
Apnl 26. 2002
Page 3
Contractor Proaress this date. Finished ali services and backfilled majority mainline and service
trenches.
w/e 4/26/2002
Sincerely, .
Wyatf Engineering, Inc.
a subsidiary of USKH Inc.
Je-TTireyN Logan, P.E.
Project Manager
jlogan@wyatt.uskh com
cc: Ken Tupper
ENGINEERING • L4ND SURVEYING PLANNING • MATERIALS TES i lP1G
- .s
a suesaaiary of ,~E3s- " .F
April 22, 2002
Randy Stronks
Spokane County 1026 W. Broadway Avenue
Spokane, Washington 99260-0175
Re: Summerfield East Fourfh Addition - Wellesley Ave. & Burns Road off Sullivan Road
Weekiy Summary Updates 4/18 & 4/19/2002
Dear Mr Stronks:
Following is a summary of events on Summerfield East Fourth Addition for the above referenced
time period.
Proqress Construction Summarv: .
April 18, 2002 - Thursday
Elier Construction installing sewer main pipe and second crew mstalling sewer services.
Contractor observed inserting pipe properly, 6" bedding below pipe, sewer tape and haunching
bedding over pipe for fihe 12" cover.
Procedures reviewed regarding inspection of all pipe instailed, backfiil operations and sequence
of Strata QC testing for compaction. Sewer line approved for backfill to station 16 + 50. .
Contractor proaress to date: Installed MH's #3, #4 & #5 and Base of #2. Pipe installed to
Station 17 +00. Installed sewer services on West Side. Installed double sewer services Station
16+25 East and 16 f45 West.
April 19, 2002 - Friday
Observed proper placement of 8" sewer pipe and bedding techniques, under and over pipe.
Markmg tape being placed. Pipe approved through station 17+80. Strata took 6 ccmpaction
tests. 1 passed, 3 close, 2 low. Contractor mixing upper trench silty fines with subgrade
excavation to lose materials. Strata took 6 compaction tests. 1 passed, 3 close, 2 low. Wdl
retest failing tests. High Moisture content part of the reason tests failing. Confirmed type of
Sewer Pipe: 8" type PSN SDR 35PVC ASTM 3034-96
Contractor Proqress This Date: Installed Pipe from Station 17 +00 to 19 + 34. Placed MH's #4 &
#5. Installed double sewer services Station 16+25 East and 16 +45 West. Station 18+30 Two single
sewer services E/W.
Weelc Ending 4/19/02
Sincerely,
Wyatt Engineering, lnc.
a subsidiary of USKH Inc.
,
~ ~
Jeffrey N. Logan, P.E.
Project Manager
iloQan@wvatt.uskh.com
cc: Ken Tupper WYAT~ ENGINEERItdG, IiVC. ir~i httpl/wwwuskh.com
G 101 Tham ftoad lewision, ID 83501 phone: (208) 746-2661 fax: (208) 746-6825
m 1220 North Howard Spokane, WA 99201 phone (509) 328-5139 fax (509) 328-0423
- C/V/L ENG//VEE/RS ~ LANO SURVEYORS InSpe,~~or'S Daflly RepOg't
12PD N. FfOWARO 67'AEET Y01 THAfN ROAO ,
SPOKAN~ WA p82p7 LEii,.a...... /D 63301.
PH (SDH) 928-613H PH (2081 71626B1 '
FAK (5Q9)3Y8-0d23 PAX ((20B) 74B-B@25
Project: 4%' 4\w t(( i?`Y+ pate: S I 114~ 6 2^ ~1.1O-,5c1G-,
~ 1( ► ~.a ~ ~v-e.~.l s~ h. ~ I~,~ a.~~ ~G, ~
Location: Inspector:
i
Job No.: 0 ~ Weather:
i
Contractor: (Z Visitors: v~ ~ ~L~ •
Contractor Workforce Presenr. ~ - 0 ~ ~ ~
Contractor Equipment Present:
I
Summary of Daily Activities: q, c, e,~ ~I-TL
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_ ~ - - ~ - - - - - - _ -
C/VIL EiVG//VEEFdS ~ LAMO SURVEYORS Inspector's Daily Rep0rt
I2P0 N. HOWARO 97REET 101 TFUIIN RQAD -
SPOKANE, WA a61201 LEW187t7N, lo 83507 • ,
PH (609J 928-6739 PH (ZPB/ 746-2667
FA?C (:a0t9) 3E8-0a23 FAX (("09J 746-B925
Projecr. <5- Date: Z-
Locacion: -5,j !(L`Vlgr~ 1~2 ~0 t~1h"~ 1 N W C.OS41L9Ias ector:
Job No.: Weather:
Conuactor: Visitors:
Contractor Workforce Present:
Contractor Equipment Present:
6 Q E .
Summary of Daily Activities: siss ee.~' U ) .
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Photos/Video Taken ❑ Page ~ of ~
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_7:L7
C/V/L E1VG1iVEEl4S ~ L..sANO SURVEY014S Inspector's Daily Report
12" N. HOWARO BTRE&-r YOY THAIN ROAD ,
SPOKANE, WA DH2O7 . LEWlSTON. !O 83d07
PH (608I 928-8138 PM (20H) 746-26B1
FAX (50.9) SYB-OCE9 FAX ((ZOB) 748-8825
Project: Date:
Location: Inspector:
Job No.: 9 73 o I Weather:
Contractor: I \O-Q- Visitors:
Contractor Workforce Present:
Contractor Equipment Present:
Summazy of Daily Activities:
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PhotosNideo Taken ❑ 1~► Page I of )
C/V/L ENGONEERS ~ LAMO SURVEYORS InspeCtoj-'s Daily ~~~ort
12£O N. HOWARO 67REE7' YOY TNAW ROAD
SPOKANE, WA a92O7 LEL.,,a.,.,,. !D B3,'TOf
PN (509) 92"13H PN (206J 746-2661 ,
FfUC (509) 3YB-OdP9 FAX C) 74B-BnW
Projecr. Date:
Location: Inspector: ~ ~ •
JobNo.: Weather: 6~~✓(M,
Concractor: Visitors:
Contractor Workforce Present:
Contractor Equipment Present:
Summary of Daily Activities:
Q-- ~ -vt (n ( e-~.{..~-~.,
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Photos/Video Taken ❑ \R Page / of ~
~
' • pfYlE4'FD Bl
1801 West Broadway, #110
Spokane, Washington 99201
phone: (509) 328-5139
fax: (509) 328-0473 • -
' wyctteng0on-ramp.ior.com
Civil Engineering Zand Susveying
DAIg.X CONSTRiTCTIOIiT REPORT
DATE JOB NO. INSPEGTOR l
~O ' O Z `L~ C? I
PROIECT
LocnTIo.r
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WEATHER C)W- / C-oo <<- I TEMp C, r co AM _ i
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EQUIPIv1ENC ;_L_
I
VISITOR NAME I REMARKS
CONSTRUCTION ACTIVITIES I-j /~-y-~f~f~~ • ~t~d.J~i./ diJ,~J~.1S
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PAGE 1 OF
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C/V/L E/VCaONEERS ~ LANO SUnVEYORS Ig~~~~~~or's Dagly Report
12P0 N. NOWARD BTREEr YOY THA/N RQAO
6POK/\NE WA 98207 LEWlS71'7W. !O 63507 ' ' ' •
PM C6097 =~~739 PN (20HJ 746-0BB1
~
` FAX (50.9) 32B-0423 FAX ((2OB) 748-6@2S
Pro ject: Date: L4
Location Inspector:
Job No.: Weather: VQt l N-Y-14-j
Contractor: Visitors:
Contractor Workforce Present:
Contractor Eqwpment Presenr. ,
Summary ofDai]yActivities: g'• `~'o P!''~- 6~-S ~C'l~ ° T'iL~v`~W--Qp dS114 `
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Photos/Video Taken ~ ~ Page 1 of 7
Oor~1L E►rrO1n~~~Rs ~ r.~~~ ~urv~roF?s Inspectvr'~ Da~~y Report
Y?.PQ 14l. ,IYQWAFtO 8713E= YOY TElA.lM AC7An
5%7~E, YYR R9~VY [.EK..a.._+.j iO FJ507. _ . ~ . . _ , .
PH' (6QD) ~6t3H PN (200) 746-2687
PAaC f509) +J.^.B-Oda7 FtIdC (t209j 74R-Q826
Fra jeGt: Date: 2,
Lvcation• Inspector:
70b Nv.: Weather:
Contractor V Fsitors.
Conuactar Workforce Present•
Contractor Equiprnent Present:
Sumfi'laiy of Da1Iy ACTlvftles:
{]t,C u ~ ~.&1ti S, --T--( (LOA kj @+ 0 L04
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Photos/Video Taken ❑ Page of
CJV/L E/VG/JVEERS ~ LAiVL? SURVEY0/4S Inspectog-'S Daily Rep0rt
1200M . HOWARD BTREE7' YOY THAI/V RQAO ~
6PoKANE, WA 9H2O7 LEW/S7t7d1I, /O 89507 , . . . . , . , , '
PH (509).A^13H PH ('IOBJ 7462681 • •
FAX (60.9)32a-OOP,4 FAX (("OIB) 748-8825
. Project: llate:
Location: Inspector: 7ob No.: Weather:
Contractor: Visitors: A-'0- - 6*tJ° SUq
/
Contractor Workforce Present: ~ / 4
Contractor Ea iipment Present:
V , v'CPI-k r.a-,C, - 1 ~ ~ rt..c,o.-~,.•
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Summary of Daily Activities: n 6 -"`r-. n't-A e3 ~ - S t-• ~~~~o L
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C/V/L ENG//VjEERS ~ L.4M? SURVEY0/4S Ig~~~~~~or'S Daily Report
12P0 N. /YOWRRO 6TFiEEr 101 THAfN ROilO .
SPOKNNE, WA 9920T LEW/STQN. /D B330i . . . . . . , .
PN (60B) ~613H PN (ZOB) 716-26B1 ~
FAX J 3YB-Od?3 FAX ((20B) 748-682g
Project: Date:
Location: Inspector:
Job No.: 3 D 1 Weather:
e
Contractor: r2-Visitors:
Contractor Workforce Present: -2 up164,-~
Z - e> fft.c? 2- l_C> ~ <Y ~`c.,~ ~~-',.~-ti~ -~'-,~t.;3~...~r~„v
Contracto Equipment Present:
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Summary of Daily Activiues: 5 (V\ C) ~ -AT; ~~~~~~-p--~"~. 4 w4-S7r ~
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Photos/Video Taken ❑ Page of
i; -
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C/!//L EIVG/NEERS ~ L.,AiVO SURO/EYORS Inspector9s Daily Report 12P0 N. HOWARO 977qEL'7' YOY THAlN RQAO ,
SPOKANE, WA 7 ' L.EW/STpN. !O By507 . . . . . .
PH (SDH) St2B-5139 PH (208) 74ba`661 ' .
FAX (6Q9) 528-0-S29 FAX 1'(208) 746-8825
Project: Date: Location: Inspector:
Job No.: Weather: .
Contractor: Visitors:
Contractor Workforce Present:
Contractor Equipment Present:
Summary of Daily Activiries:
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PhotosNideo Taken ❑ Page ~ of t~
'`•i.'C S ( .
C/VJL E/VC//VEEFdS ~ LANO SURVEYORS InSpector's I)aily Report
12E0 N. HOWARD STREFr fOY TNAW ROAO ~
SPOKANE. WA 992D7 L6W/STON, f0 •Q3507 • . _ . . ~
PH (609) 92V-6138 PN ('lDe) 746-2667 _
FAX (50.9) 326-0429 FRX ((2Y1B) 746-8825
Project: ~ c~ ~ `'h2'2'i~ 1.c9~'~ ~~ti~"~'rA'~' Date: 4 1 7---! 16
Location: Inspector:
Job No.: 14-1910 ~ Weather: ci7 -A-"
Contractor: 17-' U--TL-'M Visitors: ~ ~ p'~ ° ~'~~~~5 -
~
Contractor Workforce Present:
I ° G;-,4-
Contractor Equipment Present:
2°
~a ~Z.~ ~d~►~5 6 , ~
Summary of Daily Activities: Q• 3 c),A ~ d~"S ~a U-""A- r-fe-CL 1--1ie`*'C- T-N4aR:zJ
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9- Z-F ~lvrL LAIrr:) sLr?vmror-?s Inspector's Daily Repvrt
Y~.'6 N_ HQWARO 8774£EP Y❑Y THA!/V RCdR17 'e
6PC31G4NE, W.'1 68,-Vr LEWI,--T4N !17 W1507
. ~ . . ~ _
P!i{{.D9).St6~u739 P!Y (`109] 746°268Y
F.NC (5Li4) SPa--fTOP3 PEU! ((209) 7'AH-6BP5
Prvject: ate: ~ 1Ua lo 2
j..OCr1C10F1. JnSg7eCCpr
7ob No.: Weather:
Contractvr- Visitars:
Cantractor Workfsarce Preserit: I `4 4 st~k. 1-
Contractor Equi ent Fresent. ~ ~ ~ ~ f t~- ~ ' ' ~ c~i.~'~~.~L.~B-,,~•~ a
Summ ry of Dai y Acuvaries: • .
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PhotvslVidea Taken 0 Page 1 of
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C/V/L ENGINEERS ~ LA/VO SURVEYORS InSpector'S ~~~ly RepOrt
1220 N. F/OWARD 87RPET 101 THAIN RQAO :
SPOKANa WA 8y2p7 . (.EW1Si717N~ f0 @ASOS . .r . > , _ .
PN (60H) 328-613H PH (ZOHJ 7<62G67 " • . + • _ • •
FAX (SQ9) ..c... ...23 FAX C(`10iJ)746-Qw2c
Project: Date:
i
Location: Inspector•
Job No.: Weather• .
Contractor: Visitors:
Contractor Workforce Present:
Contractor $quipment Present:
Summary of Daily Activities:
-5T0 2,- LV- C l W- C~iV2.. {~-l 6> 6-f-,.< A,--rr tQ
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Photos/Video Taken ❑ Page ~ of -'7Z
t:. ,
C/V/L EiVC//VEE'RS ~ LAiVD SURVEYORS ~g~Sp~C~O1~~S ~BlI~ ~e~DO~'~
12P0 N. HOWAi70 3TREtT Ypy THAW RGbl,p
SPOJC/iNE, WA 89'~~V1 • LSW/STON1/, fD 83507.. - . - . .
PH (509) 32Hv13H PH (ZQB) 7I6-26Bf
FAX (G0.9) 328-04Y3 Fi4X (("OB1 74B-BB25
Project: ~~s r'~r~ r~~2 ~P.\ G ~~'I.~{, b--,..~ Date: `7' I Z~ ~ ~ I ~-~.C,n-~ ~ ~
~ ~
Location: v~~~'v 33T ~ Inspector: ~ ~ ~j ~ _~pi
Job No.: ~4 ~ ~'i 30 ( Weather: ~~''2-- ~ ' ; .
Contractor: f 'e ~ isitors: ~-d ~~5~ ~
l-~ w~-• ~ i ~r- ~-J c'_ -fi-~ ~
Contractor Worl~o ce Presenr. Nn a-! ~-t-c - -P~~~e_~ _~Q-~, , .
3-~SZe~-~~ 3- c-~5 o- c~.e~ ~Z - Lra lo a-ci~ 'T'-~--~~y ~
Contractor Equipment Present: 2- ~ - , ~ - `.~-v''-~2 , .
5~~.~--Z ~w v.-Tl r a°-,~.~-r~ s~L~ Z-- C--Q"(~ l-~,.~~ ( i• ~
~ ~ ~ ~ • x e~g~rV 1
Summary of Daily Activities:
~1~ q:~a Ccn..~ R. r.~ c~e-vi. Fz.r-~ ~ ~~.~.s~ccz.u•-~`~~. ~'d~e-.t~.,. ~
~`i~1 t~~~ 3~-r~ ln> irs~. `s ~ 7~ . Z t ~ Z Z`~~e.s~e,2,da,~.a ~
, .
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12P0 N HOWARO S7REL'7' YOY THAIN I70A0 „
SPOKANJ-- WA 982D7 LE1V/S7t7N. !Q B3507 . . „ . . . .
PH (509) 92a619H PH (2pg) 7I6,..1667
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SO ✓(1 7 Z`l6
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SpOKANE. w.n as2a7 . tEwISTON. /O 33S07•
PN (509) 328-6138 PH (2-06) 776-2667
FAX (309) 328-0423 FAX ((ZOB) 749-8825
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SPOKANa WR &6207 • . LEW/3TON. /D 63507 . . _ . ,
PH (509) 928-6139 PH (~.'OB) 746-?661
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1220 N, HOWAf70 3TFIEtT 101 THAW ROAD
SPOKANIZ WA 98207 LEWpSTON. /D 83SOY ti .
PH (508) S120-5739 PN r-'OB) 716---6B7
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1220 N. HOWARD 9TREtT YOY 774R1N ROAO e•
SPOKANE. WA 892p7 LEW!$TpN, ID H350T _ . . . . ' '
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SPOKANE, WA 992Df LEW/STON, 10 B3.SOY . .
PH (608J 328-3738 PM (209) 746-2601
FAX (509) 928-0623 FAJC((10B) 746-BffiS
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li:QO N. NOWAf70 BTREET YOY 7NAW ROAO
6POK/UVE, WA "207 L6'1V16Tpft !O 89,T01 _
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FAX (60.9) 52a-0fYJ FAX ((Z'OE) 7468d2S
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ComrACrIorr TESTs
S o R a T a
GEOTECHNICAI. ENGINEERING & MATERIALS TESTING
7620 N. Mamer Rd, Buiidmg G Suite 100, Spokane, WA 99276
509891-19134 / Fax50989t-2012 / e-madstratspkCieacom September 17, 2002
Mr. Ken Tupper
322 N. University Road
Spoka.ne, WA 99206-5077
RE. L]ETTER
Summerf eld East
Wellesley & Burns
Snokane. Washineton
Dear. Mr. Tupper:
. As requested, STRATA performed coring in random locations on Queens, Burns and
Crown Roads in the Summerfield Addition. Cores taken from Queens Road and Bums Road
consisted of a single mat of Class A asphalt with an average thickness of 3.03 inches. Cores taken
from Crown Road consisted of Class A asphalt over Class E asphalt. The average thickness of
the Class E asphalt was found to be 221 inches, average thickness of Class A asphalt was found
to be 2.28 inches with an average overall thiclmess of 4.17 inches: The cores were retumed to the
laboratory for further testing_
Core density tests were performed on all cores after separating the li.fts from the cores on
Crown Road. STR.ATA contacted Inland Asphalt who provided Rice density numbers for their
Class A and Class E asphalt. The numbers provided are the mmning averages from Spokane
County at the time of paving. The numbers provided were 155.2 pcf for Class E and 154.1 pcf
for Class A. Using these numbers the average compaction was found to be 96.2 percent for Class
E and 96.2 percent for Class A. The core samples were then combined in order to perform oil
content and gradations on both classes of Asphalt. See the attached for all test results and core
locations.
Upon removal of cores the crushed gravel base material was probed using a 3/8" diameter
T-handled probe with a pointed tip. The base material appeared to be firan and unyielding when
probed in all core locations. Core locations will be patched with hot rnix asphalt upon completion
of testing. If you have any questions or we can be of further service, please do not hesitate to
contact us.
Sincerely,
STRATA, INC. ~
4"C'~ ~ .
Rick J. Woodworth
Area Manager
iuw:cm
Attachment
IOAHO • WASHINGTON • OREGON • WYOMING • MONTANA • UTAH • NEVADA
~ SUN]MERFIELD EAST, SPOKANE, WASHINGTON
Bulk IInit
- Sample Height, I,ocafion Specific Weight, Percent Average
No. in. Gravity, pcf Comp.
gm/cc
~ C1assA
~ 1 ~ 2.71 ~ Queens Rd. -69' E of pavement edge ~ 2.394 ~ 149.4 ~ 96.9
~ 2 ~ 337 ~ Burns Rd., --66' E, 15' S of core #1 ~ 2.383 ~ 148.7 ~ 96.5
~ 3 ~ 3.01 ~ Burns Rd, -279' N of core #2 ~ 2.423 ~ 151.2 ~ 98.1 ~
~ 4 ~ 2.08 ~ Crown Rd, -96' N, 51' E of core #3 ~ 2.344 ~ 146.3 ~ 94.9 ~
~ 5 ~ 1.90 ~ Crown Rd, -318' E of core #4 ~ 2.368 ~ 147.8 ~ 95 9
~ 6 ~ 1.87 ~ Crown Rd, -351' E of core #5 ~ 2.348 ~ 146.5 ~ 95.1 ~
96.2
• I Class E
~ 4 ~ 2.32 I Cmwn Rd, -96' N, 51' E of core #3 ~ 2.417 ~ 150.8 ~ 972 ~
~ 5 ~ 2.19 ~ Crown Rd., -318' E of core #4 ~ 2.349 ~ 146.5 ~ 94.4
~ 6 ~ 2.14 ~ Crown Rd., -351' E of core #5 ~ 2.415 ~ 150.7 ~ 971
~
96.2
l
s To ~ a T a
OEOTECMNICAL ENGINEEflING 8 MATERIALS TESTING
09r11/213132 10:36 226-1332 ELLER Ga:~~~?~:ATECI~I P^';~
~ MXLEEINFELDER
.
'[0*01flai1y FieJd RepOft (DFR)
AroJect Name . Mx{}4-ti4 Project Ro. Gate
Praject Lacatlon A- Time Arnved _J2-~D4
Contrattcr Techniclan Time Departed '46
Weethar -,.~ZLd1yf u Tv 's Trave! Time 0' !744r
Equipment Obaerved 1 Totaf 7irne (Flours)_2
OFR Glven to (or lett at) Mileage ~ Q
Reviewed by Data Reviewed DFR No.
Ubservatx:ns/Remarlcs: ~"_Q~[~ cPAAAP-
,.y ~.G
. .
~
r
r a ^ -
NUFE: Observaduns, passltail evatuatlons, anclor recommenaaaa, s
(it apF!icable) provided Aerein have not been teviewed by an
anglnear ara. therefore shouki Oe considered preUminary and Klemfelder Rapresentatlva Signaiurs
sutJect w cna:,ge. ~ rv~l~j~rt
P^oge L u! Z-
1(aemtelder Reprasentative °r+n(,Yamc
F-TA LSN2 ~ iCaho Rev~sec~
1a:35 225-1332 E! LER GIT;PQRATICH FZ;C:E 04
Ki.EtNFELDER , .
( DA3L..Y FCElLD REY"O$'"aT G4entRewived ❑ Yes ~ i
COpy 0} thia Reporl Q~ Na I Page 2- oi z ~
File Number ` Projuct Name ' . Locati~n I TeduiicianlErtgtnear !
s uio'l ~j~ SY'~a~a"`~ ~l~"' ' fl-
Oare Clrent ContrsctcrYHsprssenlaave I Tims A►nveci
~ ~S f 2a j ~ ~'f ~~.€~r f o ~ o-a
DaOf fceio ~-I8aort Numeer Saurra or riu l7augs Numaer AAyaage 71ma Uap$rsed I
~NATlVE 0 tMPORT 09, 7 ?S 0 { / zio i
; Feviewad 6y Locat:on af FfA Resuft& Reported T4 7ravel Time (hautv)
~
~ Dete Revtdwod SpeciNed Ccmpaetlon Wearhsr ~ Totnt 'rtme (hours) I
( (maY not 1:1ahsES minhnum?
I ~,L,1Ly ~°2 ° s
~ Test 1 Tast Lxation Proas ! Tast Lsb Max. Tcscqty 1 Test pi ~ C:)mments evati ~ Numbar I { nehes) ~El[ eet}~ (~alcunh~ ('brlCU~) i Mais~tury Oensi~ry. ~ Max. ~ ~ I NfA -k n1i,R 13 • r 14 ! i
'z r 11 Z3. 4 Iq, S ~ ~
f
1 I l 1 f~sB.d {~s. s; f ! i
! 11 if 11~3~~f~.u~i I f
~
I!, 2
E i ).i i I I , I
I i I I r I ~ I i I
I II ~ i I i 4 ~ I
~ I ► I I .
! Any unresalved teSt (dateinumber):
Gosen%2tianslRemasks: + •
~a~ S C /pdr _gZZ4
~
I
I "
~ f
~ i
i ~
I, m S ~ ~IS 3
2 ZA~ I
► ~ i
~ 1. 'Fest rasults, pasellali !ndleations, and/or roaommendeaons !
(tf applicao(a} provided herain how not been revlewed by i
W superrisory staH and. therefote, at+ould be oonsidersd ' •
~ N
praliminery and subject !o chenqe,
cR REPRESENTATIVE
Z 2 Tesrs were conducted In general ac:atdanee witR ;eneraIly KLEl~1FEi.D-
, acrapted tesnn6 procedUres praciiced within the siie area at i~CannnueE an nekt pa;e.
~ ihs tima taetawere pet'fotmed. ~
L•30A WhlTt GOPY-OFFiGE YELLOW COPy-F9E1D P+NK COPY-CL;E-+VT
r•a+;r,x:- •1 ~,4~• r
^ ~ ~ • ~5~~ r..i"'i~ k',~'~J~ . ~
~ 7~:" ' `'i~~;,a
Ks.LF.1lVFELDER _
~ , • n~s .
tDaily F'eld Report (DFR)
,
Project tVame Project No. DatP ~-7 A a~-
Project Location
Time Arrived q- 3~ ~ ' ~
~ ~ ~
Contractor ;P- rn~ ~ • ~ Technician ~ :
Time Departed 00.
;
Weather ~+,KAr',~, A j G=~ F f
~ Travel TimP ' j ~
Earthwork Equipment Ob erved MileagP
~
DFR Given to (or left at) DFR No_%N~I
~
Reviewed by Date Reviewed
, •
V .
~T
04servations/Remarks: r -t•
LL ~ ~ ~4. ~_iI ~~'"f' ~~i :~>1J.dlSl~ 1~' r , ~ /`p~~ t •~GS'7 ~~1 ,r.~'••~•w3~ ~ ~d A~L'~..rAdfSr"n!~l~t r ~S'1:!_ ' )~1;7s{,~ •
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a~.l ct
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iT, r • y
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e~
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~~~~.~r~~ ~ii `r~ 1 ~r ~ f ~ v: ~ r r • ~ ~ ~ ~.~'.a
4-7 0--4-U-111
,2~ ~ ~ ed t.~.,
~ ~ r v , ,.+a~+C`Ya
1
t"1
• ~ 1 ~s~aC~s"~_ ~
. . fE• Observations, pass/fal evalua7ons, and/or recommendations
- ('rf apphcable) pravtded herein have not been reviervea by an 3Cleinfelder Representaiive Signarure
engineer and, therefore, should be considered preliminary and
' subject to change. ,
. . - K''t.5~ . .
PBge of 3Cieirrtelder Representafive Pnnf Name .
F7A MHM
~yR~
~,~•;,e:;,, • .11 22 02 11:49a KlexrfelaQr - Spok-anA 509-928-9974 p.2
.].A;A,\.;z"a: Y _ S. .
~w'~~~C~~ ~ ~q•
~~F~•,sc~i~,4?~ - . LEINFELDE R
DA&L1 F1ELD REP6.dRT CtientAeeeitred i_7 Yes ~
Capy of this Re{xR ❑ ho Page
F;le Numbe; Prajsct Nama tocacon j Te;.hn~ctar.~Erx,pnea,- r
^ I
l 6z03 Ju~r-~,a.,~ A? C(a.)ti A,,.; :aj ►
Gate' ~ Client Gon4tac-lodReprassniative ~ Tine Arnved i
-7" !7l 7-/9• o Z... IE-LLIL 12 ~ U.~r{.GrP z-
i Daiiy Fi2ld Feoort Yumber Sour ot Fii: Gauge TJUmber I1+ideage Time G+a,oargd t
~JATIVE ~IMPORT i ,-5,303 1:~~ J
~ Reviewe3'~y Locarion of Fi~l ~ Rss,ilts Rapartad Tc ~ Travel Tima (hours) l
~ Date Rs,riewed Specdied Campsaion S11 b_ i ota) 7'ims (hours)
`
~
9L- ~ 1 v
C R./C /~j ~ 0" ' f! i,r- ~ S ~ r ~ rnfnem:T~
~
. ~
~ 7esr ~ Tesi locaiion Pro6o (1.Iey !r l Test Lab t+Aax i Test prv Tast % Of Commenis f
~ Number ~ DepLi Elevation I Dry dansity! Dansity Moisture Max, Dry
~ (inches) (tnet) I(Wslw ft) ~ imycu ft? % i Dansity !
i I A-Z`; ~S ~~r / li 7z a!
2- 9~ 6%1 1 i
-~S+
70-86 i° ~l'kl
► ~ ~ ~T~ - ~ s-~- _70,~~~N-~~'- 1131.q b~~ I ~y3~oi j, ~
~ ! i f f ~ I I 1
~ I I_? ! i ! 4 I I
! I i I I I { I i
~
~ ~ ' I I ! I ! 1 1
~
~ i.rry unrasolved test (date/number):
I
ObservationslRemarks: 0, 4- cv, E//~~
~~.G r1"k:~~o 5~12 r/i.sf-r- ~n ~.~r,•~~n G.~irr~r,r9/u_ _!>;!1 G~~(oWD( L~.✓~C~ ~-o Ob~n~P_ i
-fko
L,7 ' 6y triGf -Y~i ! R~. ( a% ) -~'~L c fJbva rrGn ~oircc/ /~SYi%S. (n9 a / z " % ~O~c ?i Y ~1 ~ I
Ja
r,, N-~;nc P0:r-s l-1Lt °ms`n
i -
Olcc_7c~ 5
i f
~ ~I,i -;-s..~_~~r~c'~✓ t0 a,t` r-,nm!"?fp~;,n
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~,.leij (',,e.U a bo✓2 I
{ ( ~ ca.1-1 "e~ a. t~ tG~~.~/1 -t-o ~ + NJ#t- cr~ -d t~tr 141-P
j ' i Test results, passJtati irttiicaiwns, and~a :ecemenendations
~ (ii apolicable) Qrovwed herein have not baen rgwawed by
LLJ± scpervisory ;taH and, therefc2, shoulc bo xnsidered J
~ preiiminary and subjec', ia change
j z' 2. Tests tivere conducted in genaral ec~rd2nta with genarally KLE)R'FELD~R RFPRESENTATlVE ~
( ac~tzd tes~ng procedures pracuced wi~in ~e site area at i
~ the Uma tests were per}armed, IJ Continued on rcezt paga. ~
! 3CA WhlTE CDPY--0FFICE YE! LOW CGPY-FiELD ?INK CaPY-CIJENT 7/90
22 Qc 1 ] : 49a Kleinfelder - Spakane 509-326-9974 p. 3
.c w~r'::g`ti.-'-..~j I , t,.• ;
~~MIDACTIC)I'M' TES`~ ~F-P~RT
~ . _ ~ _ . - - . j _
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2~ ~i 5 8 i0 i.2 1f
• Wasef CoMOnt, %
'1'.nj sj.r:r~tica;iorr nti'ft~t t) 1557-91 rl.+r:;ure C: Mqr(ificd
f)wrsir~- cotrocfian~aanTied to eac}~ lA:tt
Efvv! V G1,35~ffc~rti+~q #da~ °r, > % ~
lSASNTt? PAOISL 5p_u. LL ~ 31d )n. YJQo :04
- - _._~_,.•----y .
2.65 1 11.6
~
~ RQCK GORM;v'7Eali'1FST RFSULTS UPicoRRECTED ~ iV9ATERIAL iTESGRIPM,U
Nl:ixansi~~„ cll)~ drnLity = 1392 Pc:t' 136.4 Pc1'
C)0im1»> moi;;iiiN. 6,9
iPrc;)eci iJo. I6103 r . .Giles3t:
Pt~:ject: tinr,ins:rt~w1~1 .cnmp4cdlSy_f;leini0,1vr
~pni.~n•:. ~Va ; Truul 1iy: c'. 1'.
~ rnrn:o: .,lallLC tua c;itc~._ Sl►npla No.: 1.-013 E401i
S
~ COsviPACI"tC1N TEST fiGPOkT ~ lG r~ r,-
K,~~~~~ELDER,--INC,, F:{~ura ►..cl~$
' OEOTEGNNICAL ENOINEEFi'NO A VATEHIALS 7CSTINO
1620 N Mamer Rd, Budding C, Sude 100. Spokane, WA 99216 ~~~~D A~~ ~6 2,902
509 891-1904/ Fex SD9 891-2012
J Project Daily Report
Mr. Ken Tupper
322 N University Rd
Spokane WA 99206-5077
Project Name: Summerfield East Sewer
' Date: July 16, 2002
Client No.: TUPKEI~T
Project No.: SO1115A
Daily No.: 13566
Permit No.: Unknown
Address: Wellesley & Burns
Inspection: Compaction
Personnel: Danny Sclunitz
Page 1 of 2
Narrative: Strata arrived on site to perform compaction tests in overexcavated areas
along Burns Road between Sta 13+45 and 18+48, Crown Road from Sta
28+30 to 29+10 and Queens Road at Sta 18+03 at subgrade elevation. The
test results ranged from 95% to 96% for Crown Road, 95% to 96°/a for Burns
Road and 95% for Queens Road. See attached for locations.
Sincerely,
STR.ATA, INC.
f
f~..,~...
1Rick Waodworth
Area Manager
Distribution: Wyatt Engineering - Harry Hartung
. .
IDAHO WASHINGTON • OREGON • WYOMING MONTANA UTAH • NEVADA
FIELD DENSITY TEST REPORT
Report No 13564
lProjecc. Summerfield East IProject No.: TUPKEN SOll15A
07/15/02 Iweather: Sunny iTest Method Nuclear ,
Location: Burns Road between Sta 13+00 to 19+00, Crown Road from Sta 26+50 to 35+75, Queens Road at Sta 18+00. ;
Personnel Danny Schmitz General Convactor• ISuperintendent li
Earthwork Contractor: Eller IForeman•
Test Proctor Probe Test Moisture Test Dry Density
Number Test Location Elevation" Number Depth Content % pcf Percent GompacUOn Remarl:s ,
Bums Road, Sta 19+00, 6' right of '
I centerline SG SL9710 8" 5.5 133.9 95% 95%required ,
Crown Road, Sta 26+50, 8' left of
2 centerline I SG SL9710 8" 4.8 134.8 96% 95%required Crown Road, Sta 32+00, 10' nght of
3 centerline ~ SG SL9710 8" 3.9 1367 97% 95°/a required ~
Crown Road, Sta 35+75, 12' nght of 4 center line. SG SL9710 8" 44 133.3 95% 95% required ;
Burns Road, Sta 14+15 wateriine, 15'
5 right of centerline. -2' SL9710 8" 7 3 1369 97% 92% required
Burns Road, Sta 13+00, l i' nght of • • '
6 centerline. I SG SL9710 8" 4.6 138.3 98% 95%required
Queens Road, Sta 18+00, 8' left of
i
7 centerlme. -2' SL9710 8" 6.8 126.5 90% 92%required ,
g Retest V. ~ -2' SL9710 S" 7.0 1293 92% 92% reqwred '
Bums Road, Sta 15+85, 6' right of ,
~ centerline -2' SL9710 8" 60 126.3 90% 92% required (
10 Retest 49 ( -2' SL9710 8" 5.8 1302 92% 92% required
;
11 Crown Road, Sta 32+00 waterline. -2' SL9710 8" 6.2 1271 • 90% 92% required
12 Crown Road waterlme, Sta 32+71 -2' SL9710 8" 7 8 1267 90% 92% required :
i
1
i
I
~
I ( I I I
Proctor Maximum Dry Optimum Moisture % Compaction Method
Number Soil Descnption Densiry Content Required Standard/Modified
S1-97l0A ~ Brown Silty Sand with Gravel - Rock Corrected 141.0 ~ 7.0 M 92% -2' / 95% SG ~ Modified
FG = Frnrsh Grade BG = Below Grade SG = Subgrade BOF = Bottom of Footmg
~ a -1 a
O80TlCMNIGI.L HMOMEERMO • M~T[11w~0 Ti~IMO
r ~
1620 N Mamer Rd, Buildmp C. SuAe 700, Spokene. WA 99216
' 509 891-1904 / fex 509 891-2012
s o ~ -a o a
~ GEOTECMNICAL Eh1C}INEERING 8 MATERIALS TE571N6
1620 N Mamer Rd, Btafding C. SuAe 100, Spokane, WA 99216
509 099-7904 / Fa+c 509 891-2072 _
~ PI'OjeCt Dail3' IZepOY't
Mr. Ken Tupper
. 322 N University Rd
Spokane WA 99206-5077 Project Name: Summerfield East Sewer
Date: July 12, 2002
Client No.: T'IJPKEN Project No.: S01115A '
Daily No.: 13497
PP*_znit No.: Unknourn
Address: Wellesley & Burns
. Inspection: Compaction
Personnel: Brian Binsfield
Page 1 of 2
Narrative: Strata visited the site as requested to perform compaction testing. Eller
requested compaction tests at the following subgrade locations: • Butns Street, Stations 16+40 and 15+25 at centerline
• Czown Street, Stations 28+25 and 31+25, halfway between the north
curb and centerline
A At each utility crossing on Burns and Crown Streets.
Compaction testing on Crown Street showed 95% compaction achieved at all
test locations. Testing pezformed on Burns Street showed 91% to, 97%
percent compaction achieved. See attached field density test report for test
locations and results.
pLL•ZlpLnb 0f 4}'.- .°,'.~~J~3G~C `J✓^uS vvSei IeC~ 1t i11Ui~1pii isolated iJC3tlvllS JIi
Burns Street, as indicated by deflection of the subgrade under vehicle loads,
cracking and slight rutting. Strata recommended to Jay with Eller that the •
pumping areas either be allowed to dry out and then recompacted to 95°l0 or
overexcavated and replaced with structural fill compacted to 95%.
Sincerely,
STRATA, INC.
r
xick wooaWOrth
Area Manager
Distrihution: Wyatt Engineering - Harry Hartung
lDAHO - WASHINGTON • OREGON WYOMING • MONTANA • UTAH • NEVADA
;;JELD DENSITY TEST REPOF
Report No. 13566
!Projecc• Summerfield East jProjec[ No.: TUPKEN S01115A ~
e: 07/16/02 lweacher. Sunny ITestMethod Nuclear
(l,ocacion: Burns Road between Sta 13+45 and 18+48, Crown Road from 28+30 to 29+10 and Queens at 18+03. '
Personnel: Danny Schmitz I
i
General Contractor• ISuperintendent: I
IEarthwork Contractor: Eller IForeman: Jay I
Test Proctor Probe Test Moisture Test Dry Density
~
Number Test Location Elevation' Number Depth Content % pcf Percent Compaction Remarks
Crown Road, Sta 29+10, 12' leR of ~
I centerline I SG SL9749A 8" 3.5 1361 95% I 95%required I
Crown Road, Sta 28+30, 8' right of
2 centerline. SG 3L9710A 8" 4.4 1358 96% 95%rcquired
Bums Road, Sta 18+48, 9' left of
3 centerline. Sv SL9710A 8" 3.8 136.0 96% 95% required
4 Bums Road, Sta 16+80 at centerlme I SG SL9710A 8" 41 135.6 96% 95%required I
Bums Road, Sta 15+72, 8' nght of i
5 centerline SG SL9749A 8" 4.4 136.8 95% 95%reqwred
Queens Road, Sta 18+03, 6' left of i
6 centeriine. I SG SL9710A 8" 43 134.1 95% 95%required
Bums Road, Sta 13+45, 9' left of j
7 centerline. SG SL9710A 8" 43 133.2 94% 95% required ~
! I
I ~
4
I
I I I
~
~
I)
I
!
I
I I I I I I - ►
Pmctor Maximum Dry Optimum Moisture % Compaction Method
Number Soil Description Density Content Required Standard/Modified
S1-9710A I Brown Silty Sand with Gravel 1 1410 ~ 70 I 95 ~ Modificd
SI,9749A I Light to Medium Brown Silty Sand with Gravel ~ 144.0 ~ 60 ~ 95 ~ Modified ~
~ I I I I I
' FG = Frnish Grade BG = Beloiv Grode SG = Subgrade BOF = Botrom of Fooring
~
s FR a a
OEOiECnpCwl 6NG~wGORlwO a wtcwu~a .een..o
1620 N. Mamer Rd, Buddinp C, Surte 100, Spokene. WA 99216
509 891-1904 / Fax 509 891-2012
~
~ GEOTECMNICAL ENOINEEPINQ 8 MATEWAIS TE9TINp
1620 N Mamer Rd, Bwldmg C, Suite 100, Spokane, WA 99216
549 897-1904 / Fau 509 891-2012
Project Daily Report
Mr. Ken Tupper
322 N University Rd
Spokane WA 99206-5077
Project Name: Summerfield East Sewer
Date: July 15, 2002
Client No.: TUPKEN
Project No.: SO l 1 l SA
Daily No.: 13564
Permit No.: Unknown
Address: Wellesley & Burns
Inspection: Compaction
Personnel: Danny Schmitz
. . : Page 1 of 2
Narrative: Strata arrived on site to perform compaction testing along Burns Road from
Sta 13+00 to Sta 19+00, Queens Road at Sta 18+00 and along Crown Road
between Sta 26+50 to Sta 35+75 as directed by Harry with Wyatt
Engineering. The tests were taken at varying elevation from two feet below
subgrade above the waterline along Queens and Crown Roads to subgrade
along Burns and Crown. The results ranged from 90% to 97% above the
water line with a 92% requirement. Results ranged from 95% to 98% at
subgrade elevation with a requirement of 95%.
Strata obtained a sample of the pothole material imported from the
Ridgemont Estates site from the stockpile north of Crown Road at Sta
31+00. Strata ran a checkpoint on this material with results of 134.1 pcf at
8.7% moisture. The original proctor was run 'n April, 2002 with results of
134.8 pcf at 8.7% moisture. Difference = Oo
a
We obtained a second sample from the pothole at Sta 35+71 along Crown
Road. A checkpoint was run on this sample with results of 133.4 pcf at 5.2%
moisture. The original proctor was run in April, 2002 with results of 134.1
pcf at 5.2% moisture.
Difference = 0.5%
Sincerely,
STRATA, INC.
r
' Rick Woodworth
Area Manager
Distribution: Wyatt Engineering - Harry Hartung
IDAHO • WASHINGTON • OREGON WYOMING MONTANA UTAH • NEVADA
'.ELD DENS{TY TEST REPOF
Repon No. 13497
lProject: Summerfield East IProjectNo.• TUPKEN S01115A Ij
~ i
e07/12/02 lweather. Sunny ITescMethod: Nuclear 'i
i
~
ocation:
ersonnet• Brian Binsfield
neral Contractor: ISupcnutendent:
Earthwork Contractor: Eller IForeman: Jay
Test Proctor Pmbe Test Moisture Test Dry Density
Number Test Location Elevation' Number Depth Content °!o pcf Percent Compaction Remarl:s
Crown, Sta 31+35, 5' south of centerline
1 at crossmg SG SL9710 10" 4.4 137.0 97%
Crown, Sta 31+25, halfivay between curb I
2 and centeriine. SG SL9710 10" 60 134.5 95%
Crown, Sta 29+80, 10' nocth of centertinel
3 at crossing. I SG SL9710 1 10" 42 134 1 95%
Crown, Sta 28+25, halfway between curb I
4 and centerline at crossing SG SL9710 10" 4.9 135.0 96%
l
5 Burns, Sta 17+45 at crossing. SG SL9710 10" 5.6 1338 95% ~
6 Bums, Sta 16+40 at centerime. SG SL9710 10" 5.3 1289 91% subgrade pumping
I
7 Surns, Sta 16+35 at centerline. SG SL9710 10° 43 136.7 97% subgrade pumping i
Bums, Sta 15+44 at crossing, 10' east of i
8 curb. I SG SL9710 10" 60 131.7 93% subgrade pumping {f
Burns, Sta 15+44 ac crossing at l
9 centerline. SG SL9710 10" SJ 1343 95%
10 Burns, Sta 15+29 at center. ~ SG SL9710 10" 4.1 1340 95%
Bums, Sta 13+70 at centerline at
I1 crossing. SG SL9710 10" 6.9 1302 92%
~
1
~
. ~
I I !
I I I I i
Proctor Maximum Dry Optimum Moisture °/a Compaction Method ~
Number Soil Description Densiry Content Reqwred Standard/Modified ~
SL9710A, Brown SiIty Sand with Gravel - Rock Corrected ~ 141 0 ~ 7.0 ~ 92% -2' / 95% SG ~ ,tilodified I~
~ ~ f I I I!
~ I I I I I~
k FG = Frmsh Grade BG = Below Grade SG = Subgrade BOF = Bottom of Foortng
~
1620 N Mamer Rd., 8u8dmp C. Sune 100, Spokane, WA 99216
509 891-1904 / Fex 509 891-2072
06/05/2002 12:21 5098912012 S7RATA INC PAGE 18
4
l•;,~;5,'. c'.'` :
FR a a
f OGOSGCIfNIC~L ~J'PIN~EFINO a an~Gwiw~p nCArewp
0
1620 N. n4mmr aa . eutat„q e, swe , oo. spaMrm. w,► esa+s
'.A8 691-1904/Fax50o 887•2012
Pr01ect Dauy RePOrt -
Mr Ken Tupper
322 N University Rd
Spokane WA 99206-5077 .
- Project Name: Suminexfield East Sewer
Date: May 7, 2002
Client Na.: T'UPKEN
Project No.: S01115A
Daily No.: 12864
Permit No.: Unknowrt
Ac3dxess: Wellesley & $um5
Lisgection: Compactian
Personnel: Cole Warrick
Natrative: ?,irived on siae as scheduled for compaction test,. Charlie with Eller said
that they were not ready for compaction tcsis as scheduled due to wet
weather.
Sincerely,
STRATA, iNC.
R.ick Woodworth
Area Manager
Distributim:
IdANO • WASHINGTON QREGON, WYOMINL'i • MOAITANA - UTA}i • NEVAd4
i;
S i FR -cb, t C-A
• ~ pBOTECMNICAL ENOINEEAING d MATEPIALS TE6TINp
1620 N Mamer Rd, Buildmg C, Sude 100, Spokana, WA 99216
509 891-1904/ Fax 509 891 •2012
Pa-oject 17aily Report
Mr. Ken Tupper
322 N University Rd
Spokane WA 99206-5077
Project Name: Sununerfield East Sewer
Date: May 3, 2002
Client No.: TUPKEN
ProjectNo.: S01115A
Daily No.: 12795
Permit No.: Unknown
Address: Wellesley & Burns
Inspection: Compaction
Personnel: Cole Warrick
Page 1 of 2
Narrative: Arrived on site and tested three areas for compaction. Areas tested were
greater than or equal to 92% of modified proctor. Areas tested were "pot-
holed" prior to our arrival. Test results represent areas tested and do not
indicate compaction or conditaons of fill material for entire soil layer. A
copy of test results were left on site. .
Sincerely,
STR.ATA, INC.
r
&JL. .
Rick Waodworth
Area Manager
Distribution: Wyatt Engineering - Harry Hartung
IDAHO • WASHINGTON • OREGON • WYOMING MONTANA UTAH • NEVADA _
~IELD DENSITY TEST REPOI?T
• :
Report No 12795
IProiect Summerfield East Sewer Force Main IProjectNo.' TUPKEN SO1115A
i
05/03/02 IWeacher Clear ITcst Mechod: Nuclear
,Locauon Waterline backfill.
,Pcrsonnel- Co{e Warrick
General Convactor• Eller f Superintendent Charlie
Earth,,vorF: Coniractor. fForeman• ~
Test Proctor Probe Test Moisture ?est Dry Density Percent
Number Test Location Elevauon' Number Depth Content % pcf Compaction Remazls
1 North-south, 50' north of Main. -3 5' SL9710A 12" 5 1 1299 92%
Sanitary line, Queen, 25' west of
2 manholc -5.5' SL9710A 12" 5.3 134.3 95%
Samtary line, Queen, 100' west of
3 manhole -4 0' SL9710A 12" 4.4 136.0 96%
Proctor Maximum Dry Optimum Moisture % Compaction Method
Number Sal Descnpuon Density Content Required Standard/lvtodified
SL9710 I Brown Sand with GRAVEL ~ 1350 ~ 9.0 I 92%/ 96% I Modified
SL9710AI Roci, Cortectwn ~ 141 0 ~ 70 I 92%/ 96% I Modified
' FG = Finrsh Grade BG = Belair Grade SG = Subgrade BOF = Botlom of Foo<<ng
' oeorac..n.c.~ ~~ou.eawv.a • ~.•r~w~w~~ rao*-
1620 N Memer Rtl . Buddlnp C. Sude 100, Spakene, WA 99216
509 891-1904 1 Fex 509 8974012
r-~ 3 t eC-hl
~ OEOTECHNICAL E-NOINEERINQ A MATERIAl3 TESTInG
1620 N Mamer Rd, Building C, Sude 700, Spakane. WA 99216
509 897-19041 Fax 509 891-2072
Project Daily Report _
Mr. Ken Tupper
322 N University Rd
Spokane WA 99206-5077 Project Name: Summerfield East Sewer
Date: April 30, 2002
Client No.: TUPKEN
Project No.: SO1115A
Daily No.: 12729
Pernut No.: Unknown
Address: Wellesley & Burns
Inspection: Compaction
Personnel: Cole Warrick
Page 1 of 2
Narrative: PerFormed moisture/density tests on sewer line backfill at locations stated on
- attached soil compaction data report. Four of the five tests were below 92%.
All test locations were "pot holed" prior to our arrival. Test results given to
Harry from Wyatt. Harry and Charlie requested a second pipe bedding
sample be obtained for testing. Sampled approximately 75' north of Station
29+00 from small remaining stockpile.
Sincerely,
STRATA, INC.
Rick Woodworth
Area Manager
Distribution: Wyatt Engineering - Harry Hartung
.
IDAHO WASHINGTON • OREGON - WYOMING MON7ANA • UTAH NEVADA
'cIELD DENSITY TEST REPOPT
Report No 12729
lProject. Summerfield East Sewer Force Main IProjcctNo TUP}CENSOl]15A I,
i I
, 04/30/02 Iweacher Overcast ITcst Meehod Nuclear
Locacion• Sewer (sanitary) bacWill west and south of manhole #3.
Personnel: COIe WarrlCk
General Convactor Eller ~Superintendent Charlie
Earthwork Contractor- IForeman• I
1
"I'est Proctor Probe Test Moisture Test Dry Density Percent
Number Test Locauon Elevation' Number Depth Content % pcf Compaction Remarks
1 63' south of manhole 3 -6 0' SL9710 12" 9.8 1270 94%
2 12' south of manhole 3 -5.5' SL9710 12" 10.1 1235 91%
3 I S' west of manhole 3. -5.0' SL9710 12" 11 9 121.2 90%
4 63' west of manhole 3 4.0' SL9710 12" 5.8 1235 91 %
5 114' west of manhole 3 -3 5' SL9710 12 8 8 117.5 87%
Proctor Maximum Dry Optimum Moisture %Compaction hlethod
Number Soil Descnption Densiry Content Requved Standard/Modified
SL9710 I Brown Sand with GRAVEL ~ 135.0 0 ~
I ~ 90 ~ 92/0/96/o I Modifed
SL9710A Rocl. Correction ~ 141 0 I 7 0 ( 92%/ 96% I Modified
• FG = Finrsh Grade BG = Beloir Grade SG = Subgrade BOF = Boaom of Foolrng
- I
1620 N Mamer Rtl Buddmg C. Surte 700, Spakene, WA 99216
509 891-1904 / Faz 509 891-2012
•ICt !';'t"^''(.
' S 0 v~ a i"''a I^`.
O[OTECMNICAL ENOINBERWG 6 MATERIAl9 TESTINO
1620 N Mamer Rd, Bmldmg C. Sude tOD, Spokane, WA 99276
509 891-1904 ! Fax 509 897-2072 .
Project ]Daily Report Mr. Ken Tupper
322 N University Rd
Spokane WA 99206-5077
Project Name: Sturunerfield East Sewer
Date: Apri129, 2002
Client No.: TUPKEN '
Project No.: SOl 115A
Daily No.: 12713
Permit No.: Unknown
Address: Wellesley & Burns
Inspection: Compaction
Personnel: Jack Lamb
Page 1 of 2
Narrative: Performed density tests in sewer line trenches at locations and elevations
shown on attached soil compaction data report form. All tests taken
exceeded 92%.
Test locations had'been potholed prior to Sti-ata's arrival today.
Sincerely,
STRATA, INC.
P~
Rick Woodworth
Area Manager
Distribution: Wyatt Engineering - Harry Hartung
IDAHO WASHINGTON•OREGON WYOMING MONTANA UTAH•NEVADA
..9ELD DENSITY TEST REPOR?'
L;,'~' Repon No. 12713
Project. Summerfield East Sewer Force Main IProject No TUP}CEN SOll 15A
04/29/02 'Weaiher Clcar iTest ytechod• Nuclear
Locacion Sewer line trenches.
Personnel• Jack Lamb I
1
General Convactor Eller ~Superintendenr Charlie
Earthwork Contraccor• IForeman: ~
Test Proctor Probe Test Moisture 7est Dry Dcnsity Percent
Number Test l.,ocauon Elevation" Number Depth Content °/a pcf Compaction Remarks
1 Sta 27+90. 4'4"-FSG SL9710A 8" 52 1306 93%
2 Sta 28+70 3'-FSG SL9710A 8" 8.2 1298 92%
3 Sta 18+40 6'-FSG SL9710A 8" 6 5 1301 92%
4 Sta 19+12 3'-6"-FSG SL9710A 8" 6] 1302 92%
5 Sta 18+00 3'-1"SG SL9710A 8" 6.8 129.5 92%
7 Sta 26+75 3'-6"-FSG SL9710A 8" 6.5 129,8 92%
6 Sta26+00 4'-6"-FSG SL9710A 8" 5.6 ]310 93%
Proctor Maximum Dry Optimum Moisture % Compaction Method
Number Soil Descnption Dtnsity Content Re red
qm Standard/Modified
SL9710 I Brown Sand with GRAVEL L~ 1350 I 9.0 I 92%/ 96% I Modified
SL9710AI Rock Correction I 141 0 I 7•0 I 92%/ 96% I Modified I
' FG = Finrsh Grade BG = Beloir Grade SG = Subgrade BOF = Bouom oJFooting
7620 N Memer Rtl . BuJtlmp C. Swte 700 Spokene, WA 99216
509 691-1904/ Feu 509 891-2012
OEOT[CHNICAI ENOINEERIN6 8 MA7ERIAL3 TG5TINQ
1620 N Mamer Rd, BmMmg C, Swte 700, Spokane, WA 99216
509 891-19D4 ! Fax 509 891-2012
I'roject l)aily Repoa-t
Mr. Ken Tupper
322 N University Rd
Spokane WA 99206-5077
Project Name: Suinmerfield East Sewer
Date: Apri126, 2002
Client No.: TUPKEN
Project No.: S01115A
Daily No.: 12783
Permit No.: Unknown
Address: Wellesley & Burns
Inspection: Compaction
Personnel: Cole Warrick
Page 1 of 2
Narrative: Tested seven locations along main sanitary sewer line for the development.
Charlie with Eller determined azeas tested. All locations tested were greater
than 92% of modified proctor. Tests taken only represent those locations
which were "pot holed" down and do not indicate compaction of entire fill
layer. A copy of test results and this report were left on site. Obtained a
sample of bedding material and two proctor samples as requested by Charlie
from Eller and Harry from Wyatt Engineering. .
Sincerely,
STR.ATA, INC.
R.ick Woodworth
Area Manager
Distribution: Wyatt Engineering - Harry Hartung
IDAHO • WASHINGTON • OREGON WYOMING • MONTANA UTAH • NEVADA
.-9ELD DENSITY TEST REPORT
Report No 12783
Projecc Summerfield East Sewer Force Main IProject No : TUPKEn' SO] 115A I
. 04/26/02 Iweather. Overcast ITen Mect,od. Nuclear
Locacion Along sanitary sewer line backfill.
Personneh Cole WarriCk • I
1
General Convactor: Eller ISupermtendent Charlie
Earthwork Contractor IForeman- I
Test Proctor Probe 'I'est Moisture Test Dry Densiry Percent
Number Test Locauon Elevation* Number Depth Content % pcf Compaction Remazks
1 200' west of manhole 23. -2 5' SL9710A 12" 4 9 132.9 94%
2 15' east of manhole 22. -3 0' SL9710A 12" 5 1 130.9 93%
3 93' east of manhole 21 -4.0' SL971 OA 12" 3.7 130.2 92%
4 12' east of manhole 21 -3.0' SL9710A 12" 4 8 132.3 94%
5 54' east of manhole 21. -4.0' SL9710A 12" 5.7 131.2 93%
6 33' east of manhole 20 -4 5' SL9710A 12" 4 4 1304 92%
7 50' west of manhole 23. -3 0' SL9710A 12" 4 9 129.5 92%
J
Proctor ' Maximum Dry Optimum Moisture % Compaction ivtethod
Number Sod Descripuon Density Conteni Required Standard/Modified
SL9710 Brown Sand wrth GRAVEL L~ 135.0 ( 9.0 I 92%/ 96% I Modified
SL97 ] OAI Rock Correcuon ~ 141 0 I 7 0 I 92%/ 96% I ,'vtodified
' FG = Frrash Grade BG = Beloi+- Grade SG = Subgrade BOF = Boltom ojFootrng
~
FR a 1- a
' oeorecHrouwon.eanihe • uwrenu~e teonwa
1620 N Memer Rtl Buildinp C Surte 100, Spokene, WA 99216
509 891-1904 / Fex 509 891-2012
- OEOTECHNICAL EN~INEERING d MATERIALS TESTIN(i
1620 N. Mamer Rd, 8widing G. Swte 100, Spokane, WA 99216
509 891-1904 / Fax 509 891-2012
Pa-oject Daily Report
Mr. Ken Tupper '
322 N University Rd
Spokane WA 99206-5077
Project Name: Summerfield East Sewer
Date: April 24, 2002
Client No.: TUPKEN
Project No.: S01115A
Daily No.: 12730
Pernut No.: Unlcnown
Address: Wellesley & Burns
Inspection: Compaction
Persorulel: Cole Warrick
Page 1 of 2
Narrative: Took eight moisture/density tests at locations determined by Harry from
Wyatt Engineering. Test locations were "pot holed" by trackhoe at varying
depths along sewer lines at locations indicated on attached. Failing tests
showed material had too high a moisture content. Copy of report left on site
with Charlie from Eller. Ha.rry requested that he receive reports via fax.
Sincerely,
STRATA, INC.
r -
Rick Woodworth
Area Manager
Distribution: Wyatt Engineering - Harry Hartung
IDAHO WASHINGTON • OREGON WYOMING - MONTANA • UTAH • NEVADA
„ 9ELD DENSITY TEST REPORT
Report No. 12730
IProjeci: Summerfield East Sewer Force Main IProject No. TUPFCEN SO1115A I
1
( 04l24/02 IWeather: Clear ITest Method Nuclear
kocation
Personnei: Cole Warrick
General Contractor Eller iSuperintendent Chariie
Earthwork Contractor. IForeman I
Tcst Proctor Probe Test Moismre Test Dry Densiry Percent
Number Test Location Elevation* Number Depth Content % pcf CompacUOn Remarks
I Queen. 50' wesi of manhole 3 2031 SL9710 12" 14.6 113.8 84% Organics very moist
2 Queen, 40' west of test ] 2031 42 SL9710 12" 15.3 108.8 81% Organics very moisG
3 60' west of manhole 4 2033 09 SL9710 12" 6.5 127.7 95% Mostly gravel
4 I 60' west of manhole 4 2033.72 SL9710 12" 11 6 1163 86% Moist
5 42' north of manhole 2. 2033 02 SL9710 12" 103 1147 85% Moist
6 21'southofmanhole5. 203737 SL9710 12" 5.2 123.2 91% Dry
7 18' east of manhole 4. 2033 59 SL9710 12" 6.0 132.8 98%
Q 72' east of manhole 4. 2031 37 SL9710 12" 68 124.6 92^/0
Proctor Maximum Dry Optimum Moisture %Compaction Method
Number Sal Descnpuon Densiry Content Reqwrcd Standard/Modified
SL9710 I Brown Sand with GRAVEL 1 135.0 I 90 I 92% / 96% I Modified ~
SL9710AI Rock Cortection I 141.0 ( 7 0 I 92% / 96% I Modified
FG = Frnrsh Grade BG = Beloir Grade SG = Subgrade BOF = Botrom ojFooting
~
FR a ~ a
~ o[otecr..nc•L [woIneanv.o • enwrewuLa Tcenwo
7620 N Memer Rd Butltlinp C. Swle 100. Spokane, WA 99216
509 891•7904 / Fex 509 891-2012
a
' OEOTECMNICAL ENpINEERING &MATEPlAl,S TESTING
1620 N Mamer Rd, Bwlding C. Swte 100, Spokane, WA 99216
509 891-19041 Fax 509 891-2012
. Project Y)aily Report
Mr. Ken Tupper
322 N University Rd
Spokane WA 99206-5077
Project Name: Summerfield East Sewer
Date: Apri123, 2002
Client No.: TUPKEN
Project No.: SOl 115A
Daily No.: 12759
Permit No.: Unknown
Address: Wellesley & Burns
Inspection: Compaction
Personnel: Gerry Gray
Page 1 of 2
Narrative: A.M.
Arrived on site as requested by the contractor to perform compaction tests.
Compaction tests performed in the sewer trench at different locations and
elevations. Test results ranged from 91 % to 94%. See attached for test
locations and results.
Sincerely,
STRATA, INC.
f
L D - ,
~-~l.~ W -
Rick Woodworth
Area Manager
Distribution: Wyatt Engineering - Hazry Hartung
IDAHO WASHINGTON • OREGON WYOMING • MONTANA UTAH NEVADA
. • .~IELD DEIVSITY TEST REPOR-T
Report No 12759
krojecc Summerfield East Sewer Force Main IProjectNo. TUPIiEN SO1115A ~
I 04/23/02 lWeacher Clear ITestMethod Nudear
IL,ocauon• Sewer line. ~
IPcrsonne►. Gerry Gray
General Contractor. Eller ISupenntendent: Charlie I
Larthwork Conuacmr lForeman.
Test Proctor Probe Test Moisture Test Dry Densiry Percent
Number Test i.ocauon Elevauon• Afumber Depth Content °lo pef Compacuon Remarks
Sewer line. 50' north of sewer manhole
I €i3 4' below FSG SL9710A 10" 8 6 131 8 93%
Sewer lme, 100' north of sewer manhole
2 #3 4' below FSG SL9710A 10" 63 1302 92%
Sewer line. 175' north of sewer manhole
3 93 4' below FSG SL9710A 10" 89 130.6 93%
Sewer line. 20' west of sewer manhole
q 94 4' below FSG SL9710A 10" 8 1 132.0 94%
Sewer line 100' west of sewer manhole
5 q25 7'belowFSG SL97 l0A 10" 99 128.9 91%
Proctor ' Maximum Dry Optimum Moisture %Compacuon Method
Numbes Soil Description Densiry Content Required Standard/Modified
SL9710 I Hrown Sand wrth GRAVEL ~ 135.0 I 90 ~ 92%/ 96% I Modified
SL9710A' Rock Correttion ~ 141 0 ~ 7 0 ~ 92% / 96% I Modified
" FG = Frnfsh Grude BG = Belou, Grade SG = Subgrade BOF = Botrom of Foonng
' ororec-c•i a..oI.e¢ninc ♦ r~rew~~u ~aer~wo
1620 N Mamer Rd ButVdtng C. Sude 100, Spokene, WA 99276
509 891 • 1904 ! Fex 509 891.2012
,
S T rZ a i= ~
GEOTECMNICAI ENOINEERING S MA7EPIAlS TEuTINO
r
1620 N Mamor Rd, Buikluog C, Sutle 100, Spokane, WA 99216 ,
599891-1304 ( Fan 599881-2012
Project Daily Report . Mr. Ken Tupper '
322 N University Rd
Spokane WA 99206-5077
Project Name: Summerfield East Sewer
Date: Apri122, 2002
Client No.: . TUPKEN '
Project No.: S01115A
Daily No.: 12758
Permit No.: Unknown
Address: Wellesley & Burns
Inspection: Compaction
Personnei: Gerry Gray
Page 1 of 2
Narrative: Arrived on site as requested by the client to perform compaction tests.
Compaction tests performed along the main sewer Iine trench south of sewer
manhole #4, from approximately 4' to 6' below finish grade. Test results
ranged from 91 % to 93%. See attached for test locations and results.
Sincerely,
STRATA,INC.
Rick Woodworth
Area Manager
Distribution: Wyatt Engineering - Harry Hartung
IDAHO • WASHINGTON OREGON WYOMING MONTANA UTAH - NEVADA
- : ~IELD DENSITY TEST REPORT
' ' {y~~ Report No 12758
Project. Summerfield East Sewer Force Main IProjectNo.: TUPKEN SO1115A l
• 04/22/02 IWeather: Partly Cloudy ITestMethod Nuclear
ILocaiion. Sewer line.
Penonnel• Gerry Gray
General Contractor Eller iSupenntendent: Charlie
Larthwork Convactor iForeman. I
Test Proctor Probe Test Moistum Test Dry Density Percent
Number Test LocaUOn Elevation* Number Depth Content % pcf Compacuon Remazks
1 60' south of manhole #4. 5' below SG SL9710A 8" 6.7 130.7 93%
2 70' south of manhole #4 4' below SG SL9710A 8" 6.1 1289 91%
3 ] 00' south of manhole 94 6' below SG SL971 OA 8" 7.9 1317 93%
Proctor Maximum Dry Optimum Moisture % Compaction Method
Number Soil Description Density Content Reqwred Standazd/Modified
SL9710 I Brown Sand with GRAVEL ~ 135 0 I 90 I 92%/ 96% I Modified
SL97IOAI Rocl, Correction ~ 141.0 I 7 0 I 92%/ 96% I Modified I
I ( I ~ ~ I
• FG = Ftnrsh Grade BG = Below Grade SG = Subgrade BOF = Botrom oJFoonng
I
' O[OTlCMNIGAI lNOIN611RINp • 4AT[RIAIS TROTINO
1620 N Mamer RC, Bwldutg C. Surte 100, Spoftane, WA 99216
509 891-1904 / Fax 509 891-2012
a
OEOTECHNICAL ENOINEERINO 6 MATERIALS TESTINC RY{ 'b1'D JUN 10 2002
1620 N Mamer Rd, Bwldaiq C, Suite 100, Spokane, WA 99216 _
509 891-1904 f Fax 509 891-2012
Projec# I)ai1y Report
Mr. Ken Tupper
322 N University Rd
Spokane WA 99206-5077 -
Project Name: Summerfield East Sewer
Date: April 19, 2002
Client No.: TtIPKEN
Project No.: SO1115A
Daily No.: 12742
Permit No.: Unknown
Address: Wellesley & Burns
Inspection: Compaction
Personnel': Gerry Gray
Page 1 of 2
Narrative: Arrived on site as requested by the client to perform compaction tests.
Compaction tests performed in the sewer line trench south and north of
sewer manhole #3. Test results ranged from 83% to 92%. Areas that failed
will be reworked and retested at a later date. See attached for test locations
and results.
Sincerely,
STR.ATA, INC.
Rick Woodworth Area Manager
Distribution: Wyatt Engineering - Harry Hartung IDAHO WASHINGTON • OREGON WYOMING • MONTANA UTAH • NEVADA
- .'7IELD DENSITY TEST REPORT
• i, .
Report No 12742
krojecc Summerfieid East Sewer Force Main IProject No. TiJPKEN SOl 115A I
~
04/19/02 IWeacher. Clear ITestMethod Nuclear
Location Sewer line trench.
Personnel Gerr}, Gray I
1
General Convactor Eller ISuperintendent Wayne/Charlie
IEarthwork Convactor 'Foreman: I
Test Proctor Probe Test Moisture Test Dry Density Percent
Nurnber Test Location Elevation* Number Depth Content % pcf Compaction Remarks
2' below finish 1 50' south of manhole ii3 subgrade SL9710A ] 0" 10.1 128.1 91%
4' below finish
2 45' south of manhole #3 subgrade SL9710A ] 0" 9.9 127.9 91 %
4.5' below finish
3 50' south of manhole #3 subgrade SL9710A ] 0" 12.0 126.6 90%
4' below finish
4 60' north of manhole U. subgrade SL9710A 8" 8 7 1291 92%
4' below finish
5 75' north of manhole 43 subgradc SL9710A 10" 105 126.0 89%
5' below finish
6 100' north ofmanhole i/3 subgrade SL9710A 10" 14 D 1170 83%
Proctor ' Maximum Dry Optimum Moisture %Compacuon Method
Number Soil Descnption Density Content Required Standard/Modified
SL9710 I Brown Sand with GRAVEL I 135.0 I 90 I 92% / 96% I Modified
SL9710AI Rock Correction ~ 141.0 I 7 0 I 92%/ 96% ( Mod.6ed
' FG = Finrsh Grade BG = Beloi+, Grade SG = Subgrade BOF = BotJOm ojFoonng
M~ s -0 FR a -1 a
~ oaorecHriewL eaoiweew-wo • uutiwuu te-.no
7620 N Mamer Rtl , Butlding C. Stute 100, SpOkene, WA 89216
509 891-1904/ Feu 509 891-2072
MATERIAL LAB TESTS
SE°-17-2002 TUc 02:350 A11 PORTI.ANG F'P,K NIO, 15036431905 P. 02 %02
KLEiNFELC)ER Report No.:
891 E. Euclid AvenuE
- Spotcane LNA 992 i 2
---------------_.._____._-_.-------~_.r~~_~.__ . -
_ _ CONCs'I'I~ CYLIN~3E1t COMi'RFSSIVr: 'Y']RE1VtaTH REPOR'I~ASTtYC C39
-
Raport Dafa: 09l77l02 Last Re!ssuod or.:
fteportTa: Kann Renald'+
Project Na: 21529 Rof. No.:
Elrer Corporatinn Projec.: SUI7t?12tflBld
P.Q. Box *1117
Ph2 se. ? 00 Fieid Tesiing
Newman Lake `vVA 99025 ?ermit No.:
, . ' . . , . . ` Mis Data Reperied to Kielnfe4de; ' .
st,ppiier. Central Premix Concrete Cv. cQment 7ype: Laf2rg(HI
Comeni Facfor (siJcv): 5.5
MN NQ.: 305566 Max. Stze Agg.(&n.): 3/4
i7osipn •StrertgEh' 3000 nsi @ 28 ciayQ Admtxte,res: paravair, AEA
. , : ` - . • • • : . , - •Sionjile Dfita . '06SetVed by Kl2frfeldet' . , ' . ~ Date Sampted: 8/?_i1/02 [7ate Rece;vad: 8/21/02 141easured SpQCiflod
5oun;a oi Sampto: Sidewalk, proyress & Cmwia ~ Siump(ln,): 5
Slutnp wlpiasticizer(!n.):
Contractor W. M. U1'snk4er Alr 7erriparawra (°F):
Truck/7icket: 444/130925 Mix Ternperature ?°F}:
sai,i Plea sy: Gaylen Oisan (ICA) .Air conkent;ptol: 43
Siibmtttod k1y: Gayfc-n Olson (KA) Unft Wefght ,pcQ:
Curlng Method: CUrB Rpp!'1'i eatcn Sizo (cy): 10
Spocltnen Prep: VhbondeC Weather: iNater Added (gal.)
Fteld Cure 7emp (°F) N{: Lo: Wind (MPti) 1'ime 8atched: 8"35
Fleld euro Time: 24t4 hrs, Rn (%1. Tlme 5ampted: 9;00 Ttme in Truck: Q 25
..Laboratory 17ata
~ Satnpid ' Dato ~ Age j Dimens(ons Area Uttimate Load ~ Compresslve Requiteci
~ Number 7eatad i(days) ~ Dlam HL Len. (In') (Ibs.) i SErength (psi) 5uoagth {psl)
~ 2595 Al 9/91/02 ~ 22 !6.o-0 x 12 x 28.65 f 119033 ; 4150
{
2595 B I 3117102 j 28 j 6,03 x 12 x 28.56 ~ 134786 4 4720 i 3000 (
2595 C l 9/17102 f 28 1 604 x 12 x 128.65 ` 127724 ; 4460 ~ 3000
f 2505 D i 10115;0- 2 1 56 ~ x x j
Averago 28 Day Strength (psl}: ~ 4390
~
Remarks: 022
Revfewed on 9M7102 bY; _
e frzy A. Rzvard, C`7
i_abaratory Ytanager
Unlesa oncr anangements have beer~ rnsde. a(i hOI.G sDedmens 411 be discarded 4f required strengt!, is atfalned.
»s a".tfp)id pNL.LCti [i) OW f±iC'R15 and wrsePres, afi re,:.n.s whi,idted ae 21ic cer,AGmwut 3roperry of our dtems ana auutianzatbt, for pt4kctm o` staremenCt ceneashns. or oxiracts (rom our rcT.orls ue
re,crved pwd;nt our Hrliicn aplvaval
Sop 12 02 02:55p Petreleum Seiences, Ina- 509-489-2401 P-1
A'~k Pebvknm ~Im
Aaphait'Fechnology v Aaphatt Eanulsions • Palqmer Asphalt • Rhcolo8y
Aff-AMML 4817 N_ Fr"a St, #3 • P.O. 8ox 6304 o Spnkane, WA 99217
(509) 489-1758 • Fax (5Q9) 489-2401
Kleinfelder, Inc.
8911 E. EucGd •
, Spokane, WA 99212
, i
August 8, 2002
FI ' .
Psoject #4199
j Attn: Ga1en
Re: Rice on Sumracrfwld sample-
A sample of hat aaix aspbalh was subndtted for testm8 accordin8 AASH'TO method T 209.
Tbe da►a below is Uesed on ffie sample as receivcd•
Sama~~ Rioe 3G -Pcf
i 12-137A 2.450 152.5
~
s RespeMRiUy subnunea,
xeW xena.emn, Mwuge.r HMA Lb
; a
~f , .
REC'D ...~f G 2 g 2002 _
~ GEOTECHNICAI. ENGINEERING b MATERIALS TES?1NG
1620 N Mamar Rd, Buddmg C, Sune 100. Spokane, WA 99216
509 897-1904 / Fax 509 891-2012
CONCRETE CYLINDER TEST REPORT Report to: Mr. Ken Tupper Report No.: .
322 N University Rd Date: 08/22/02
~ Spokane WA 99206-5077 Client No.: TUPKEN
Project No.: S01115A
Project: Summefield East Permit No.: Unknown
Address, Wellesley and Burns
Contractor: Wlliam Winkler Construction
Placement Location: Southwest corner of site. ,
~ MATERIALS AtdD MIX DATA ~
Reported by: CPM Concrete Supplier CPM
Mix No.. 321114 Method of Mixing:
Sacks/CY. Aggregate Source: '
Cement: Water Source.
Admixtures.
REQUIRED STRENGTH, PSI
SPECIFICATIONS . 7 Day:
Siump, inches: ' 28 Day: 3000
Air Content, °/a:
~ FIELD TEST DATA - !
Slump, inches: 3/4" (ASTM C-143) Truck No.: 925
Air Content, N/A (ASTM C-231) Ticket fVo.: 128854
Unit Weight, pcf: (ASTM C-138) Time Batched: 6:55 AM
Conc. Temp. °F- 75 (ASTM C-1064) No. CY represented: 18 of 180
Air Temp, °F: 80 Water Added, gal.:
Concrete Sampled (AS7M C-172), Cylinder Curing (ASTM C-31)
Tested & Cylinders Cast (ASTM C-31) Field Cure Days: 1
Date Cast: 07124/02 at Temp. Range, °F:
Time: 7:30 A1ri Lab Cured from: 07/25/02
By. E Bakie • Date Rece+ved: 07/25/02
I LABORATORY TEST DATA ~
(ASTM C-39)
Sample No.: 10202
Cylinder Cylinder X-Sec Total Fracture Date Age Comp.
ID Diameter Area Load Type Tested Tested Strength
(inches) (sq in) (Ibs) (days) (psi)
10202 6.00 28.27 84,000 Shear 07/31/02 7 2970
10202 • 6 00 28.27 100,000 Shear 08/21/02 28 3540
. . 10202 . 6.00 28.27 104=;000 • -Shear 08/21/02 '28 3680 Hold cc: Wyatt Engineering - Harry Hartung ' Centra{ Pre Mix -
Reviewed By'
IOAHO • 1YASHINGTON • OREG0N • WYOMING • MONTANA • UTAH • NEVADA
09/11.'2002 10:31; 226-1332 cLLER CORFQRATTGN PAGE 07
, • ; ,
. hLEtIV FE[DER
Daiiu Fieid Repoft (DFR)
Pro)ect Name !51 Ptoject No, Date
Project LocaUon Tlme Arrived
Contracior Technician f~(~ l Time Oeparted
Weattier Traval Time
Equipment Obsetvad Total Time (Hours) ~
DFR Glven to (or left at) Milezge ~
Revlewed by Oate Revlewed OFR No.
Observations/Remarks:
, .~v"-
~
NUT E• Obeeivations p&sslfall evaluatfons, and/cr recamrnendaqais p A ~
(if 2ppficable) provided her8ln have not beer revieweC by an at _
engmeer and, tharefore should be considered orellr,urary and Kielnfetder Repr ntat!v ~nstu~
subject to change.
Page or
Kiamtelder Rnprrsentsirve Pr+nr Name
09!11/201712 10:36 226-1332 ELI.ER COF?PC14ATiCN FAGE 06
. , ~
. -11H. K Lt I N¢ E L D E R
D"aily Field R.epOtt (DFR)
Project Narne L-4JO Projeci Na. Jate
Project Locetfon Time Arrived
Contractor Technician ~ . Time Gspa(ted
Wea~er Trave! Time
Equipment Observed Tctal Time (Nours)
DFR Glvan to (or left at) MI!eage
Revlawed by Date ReviBwed OFR No_
Ubservations/Remarks F41 - CLd ioy-'~"Z;t-
1'B jtA1~ C t4e.
r *
♦ .Gw).
N4?E: rib3erva6ons, passfla+l evaiuatlons, and/a recommencsaGans l , ~i_ 1^
(il app.icabia) provlded hereln have not baen reviewetl oy an - v~on
. englnser and, cherefore shouid be considereC prellminary and Kleinfelder Repre entative Srgnaluie
sublecx ;o cnange.
Pa6s ~ ot ~ ~ Kieinfmider Aepresentative pn "t hlame
09;'11,i2002 10:36 226-1332 ELLER CMPpRATIeN PAGE 09
. CEbtlTRAL PRE-l4liIX CONCRETC COb AUQIT .
RO Box 33E8 Spckane,WA 99220 0lspatch Dlreci i508} 533-0208 Bus Office (509) 53G-o221 240528
I7~
11919 Har;1s Rd Pesco,lNA S9301 11spatch Direct (509) 545-8° ".0 8us OfficQ (509) 545-84105
F'O 6ox 9575 Yaklma,WA 98909 CisFatch Dlrer,( (549) 248-2046 Bus Gffice (509) 24~-2041
W. 21$0 .SEltlca Way, Goeur d'Alena.tG ts3814 DispatCt; t~irect ~2C8) e84-2333 Bus. Qffi:.e {2.^8) 664.2111
PO Box 750 Harrrqiston,OR 97838 Bus. Otflca (541) 584-8005
C131,~LHR 1f01 1RTAT'EI~ AP*~D A►T
'I!A Rag s 223-Oi CF-I+lT-RP-M3ti,ia 1D Rag It 5804-kiLA.;-7-3 OR Rap F 122179 cu8.y.OPARR.S IYWN RI5K
'Wamlng•#I1~U(~01:3toeyes.,.ausessklnlrctta!Ian.Gontain3PortlanaCamant 4CCtTfONAL Wq7E.R ADOEO Tp TMlS
j Road t a o tawing warriing before using: Contac# withwet
h~tdened STRE~07H
conqY3e (nortar,cementorcemant nbxNt scancauseskinirrit?~.~en,6sv re ~-~Mli&D~PJARRar~rr , CONCit~'!E :NiLL REbUCE ITS
chomlcaj puYronB er seriou$ e a damage. ~v~ ;on;act wlz~ eyes ar:C sk~n_ h~ ~kr lR=blt~~Y o! Con'rgl Ptcthr ; 9u ~ef'uiey ag5r„ dgreds te sccepi responsibility fo.
earw ~tsrpofigiGV65 a tu)~y-buttoned lor;g-s88v2StUrt, ,uli
YY -~eng#hGOUSers C~to Co. (or p;wuci dNccYw; re~d strar~pth dve to wafar sdded above design.
, nd 5 f(tJn e aprotecUoriwhenNvoIkm wtEhthessrnalarfafs, it rourave ~'O """j' °i'"e ~"`ui°'°
e ~ h
~aet3~ we t~oncrete usewaterp oot thata~ t{g !at?!~et{~ and~t h us;p 4'a5D»~,Ia~a' y a; a, ~ qrri,,edatja;,,w;;i ir.chsiL+mp•
not:gh n ~o keep can;rele flarn flan Info em, fi fl.nishing co~+c~eta, wer ~~wrcaIr.Weentei cr eonaaGucn- 9 n8e Gatl fo f0t9Cf Kr1 Ay ,alter n etwitA anyo~ tnese m~.en ?9, .was ba1 dwrogpb fCBN{!M ffom Ine uso i p,ddk
aHtmmad~a!e~;witl-~ires~,clean~va~e~.~r,di P tccr~~actthrou hciot~iln~ as or +no vroducts or ans,p, aw or i bat v.at~r at cus;wner re~uest.
eart ro~s so Qror, tiy nnse tnese maieda~s ~,~rum efo~h;r.~. ~e°k ff!1R18C~are I ore:ch ctany werr;nry ;.ai c,,~,,,,: ro, ~
ma tc~l~ttertGn F~ouhaveperg~stentorsevere"is~m,ort.i~ca.ao~~ye , ea ~ee:or,ha~eem,aibem,cr ~aCiita~ns
C0n C, cUSn WI!h er,ts ~t water or at ieaSt 1 F.'ilil14~65, ~.0f1su~i pnyS G3n crinm 21 hwa cs c+p.~lry' 4Ve do i -
immediately KE'EP OUT G RF~CN UF CMILDRENI USER AGRflfi4 7C ~oKY~'Y TH!S n(a Es9ume respon~btqhj {oj any ~ ~ TeS! :ylintle~ S01(6A
;VARNlNGTO/t' LDEP.30NSWNOA7H1U9EQRCON~WTOCQN7,CTWYTHWEi~uWy.eRpp~Ep~ aar~uqe Ocyone the curp nne
C9NCRETE. MORTAIi. CEp1~NT OR CEMENT MI!fCUREa. ~ RE(',EjV=0
Y 1AYX _
lE,4VEPI.A4T ARRNEJ06StTEI9TAR7pI$CNARGE~FtNISHDISCH4RGE LEAVEJ08317E ARRIVEPLqly7
• f 8uter', Apent recgipt of concrete
o ~j' and approval of any qddad itams.
s . ~ .
DRNERS' ,
C016lw1ENT'S
Ordet ^to. I Cust No, CPM or Customer Job Customer ?O! Ahase Code TlCKt7 NO Omver f CPM Project No.
i
1480 ~ 163,:a4 ' a) :?O 13 1309 .:?11: .Jm r!'• •t F' i
GUatwner IDelivery Addrass ! Date
-~:~11~i1..f~3.~~~.~`, - +nlT I 3' A~ • ,.bi IRiV = << f .FcC~~n1 ' ,
. net~v~al:tnatructlpne . . s , _ - ~I?.a:.
, p zcrtie
- 1'5
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lA. <,0 4 0. ;)Q 2 0 . 10 ~~~5 6 6 5. 5V: 0- /4"-t-AEA
r
4
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~ 7~..T . D E
, ~~UL / ~•`_'~s64
44
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aga1"~91.1 'ri 1'aPc,4e fi t-1C4L'+i a I S ta tt:s !`14z5t Admi.r Tr•;m5= Tar9e i' 14ct 1la l ;,tat us
Tara Ler c= l3r•e Ze rc,
C:SFtf•dD 64$2 LLi /.qi`i) Y r+ ic'I 2'y~ i: ~ALi FIrMtt ~s; 'i - ; ; n 1"> ~
1
~'r'~~WI'+ 6:~'`1. L b C~=+?0 Z r'< T+~ i s' i:~Gl~'3!a~,~A I}. `:=C! n'r c~ 1
r,_:~4 L_b t F, ::A.~j I I'i ;'01 J. . C'qTAII4 ICyc;1 To 1
:L~~:•27 t_b 1 r, 1 "01 5'f.
1, 00 ;
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tarf- .7,p r„ ~
7~. ,7't:) L. t;i "~i 1 ;•,q ! fr l v [ ti i~ ~Ti~ :
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WaL`t-r` al l_+wr, d a 4' ,iri h~5i'ra;, ;'i") I,a 1 Pnd fiitria, r^ii',"•'~it'I",
09/11!2902 10:36 226-1332 ELLEF CORPQRATIC4J FAGE 19
~ K L E I N F E L D E R 89; tE. eUCI.ID AV&NUE SPOKANe, WaSHiNUTON 99212 (509) 920-9494 (509) )26-497a Fex
CO R,E Io~N TEST -'TEST ,~DA'I'A 5H.~ET
PROJEC"T NA11qL ' PROJECT ;YO. PHASE NO.
PEILKiT NO.
MATBRIaL'TYpE: CONCRBTE ❑ L'1'. WEICHT ❑ GROUT MORTAR MASONRY CEMEIYT TYBE
F~,CYL!NDBR ❑ Plt1SM ❑ CORE C3 CiJBE [J $BAM CEh9ENT FACTOR sWcy)
SUPPY.IER , MAX SIZE AGG (in.)
MIX DESIGN NO. , ADMdX?L'R1E5
DESIGN S"TRENGTH
BUtLDTNG NO. ❑ SLAB-QN-GEtRUE ❑ FOO';'iNc ❑ WALL PANEL V CA3T-ITI-FLACE PiPE Q AfASONRY
FLOOR LEVEL ❑ ELEVATEA SLAB [,j PIER ❑ COLUAN 2~fElEWq,K ~ Pp$T•'TETSION
❑ - ❑ PAVEMBNT ❑ PILE ❑ BEf,M ❑ CUItE & Gli7"TER PRE-Z'ENS!GN
5P6CiFtC LOCA7Z0~ i
CONI'RACTUR ( h1EASUfZfiD I 3PECiFIED
TRUCKMCKET,2.OAD ~ SLUMP (IN.)
DA7E SAA4RLED SLUMY W/ PLASTICIZER (fPi.) I
;tAMPLED BY AiR TEMPERATURE (°F) !A Y I
SV8~lf1'T"Z'CR 8Y ~q MIX TEYl'PK:RdTURE (PF) I
TIME BATClIED i ~ s1,.jxt CQNTx^,NT (°1a) z,/. -5 I
TiMTi SAMPLED I Q~, l U'1ViT WFIGHT (pcf) I
T1Af8 IIv TRUCK sa'CCH SILE (cy) 1104d j ~
DATE AECErvIi.D I ~ I I WATER ADOED (pp
s
SAMPi,E DATE ~ SAMPLE i ~ ARFA I ULTMIA'f'L~ LOAQ ~ CQ~ltPRFSSIVE
? TIi11£ I tnit. i
YIlMHER I TESTEA ACF (cinya) I P[A~EN310h5 (in) an'l ~ (Iba) ~STRENG"i'H (osl)
A X r I i I I I I
tz-~ l o lr? f?~ ~ x I I j ~ I I
z-u= I~_I i x x I i
x
i G! 1 I x x
AvERAGE STRENGTN (pai)
REMARIK$
ENTERED BZ].LED
09/11!2EI@2 19:36 226-1332 EL! ER' rORF'f3Rn7tUt~ P?`GE e~5
K4 EI tvFELL7F R ,
~~~ort (DFR)
ProjoGt iVame ~ Projec.~t No Date
~y..~
ProJect Lvcasian ~.~.Cs~s il~.. Tune Arrived ~'J~ • -
C:an#rBGttN
Technician Tirne DaparteQ ~ 60
Weflt'lFSf ~ TC74eI TIfi78
Equlprrsent Dbsarvad Tcstaf Tims (Naurs)
DFR i3iven to (ar le4t at) 'Weag" io
Revlewed by L}aTe Reriewed C]FFt NtJ.
DbservatianslRemarks. d !S,!-6,r. -~p
-A~
4` 3 .
hIC7TE. Qbservabvns, passftl evaluatfans, andlcr recOrhmanOanonS
(1P appliczkbie ) pCavided hereEn hava nvt been rsviawad ~-y an _
ongfneer and. Ithereiore 4ftou1d be cant[dereci pestimlrGry wd WafnTsider pres tv gnafurs -
subiect to cmnga
Page ai
lSlefntaid~re Rapreeerstatsve Pj+nc Narno
i Ta rFel'. iq.y„~ Pa.n.oAi
09!11%2,002 10:36 226-1332 ELLER 010-RPORATIr0 FAGE 02
l.VU1VdY CnUinEe.RS 4 aui
~~~~~E COu~~ ~~~~~IAL LAB TEST
•
CRl1Si-OEfJ SIiFZFACIWG BASE COL1R3E '
Lab # iQ2-0895 - ; Job NaMta ~16TH
Jobtt CRp-2791 Saure-: !TREN'C'RECYCLE
Sample Daic i 816l2ff02 1 Lacatlon ;sroCKP`LE sv wR T~acres ~
Samplad BY iW,ESTWAY Art
! ater6a) lCr7HC ' - . `
` Test pate 8/8iZ002
Test by (JOHN3ON +I Asst:ro • _
ChecKed by (JEWKIN IAS 4--
aOt!*gtna! Walqh4 1 5108 8 . ~D7! Wtight i 3C86 7
Waah Weight • 47947
'
~?reualOn ! 99.97% ~
% HZa ; 0,8%
Scraen R Grams ~ Rat.amed i°!o ReE$in pass ' Min Max ~ Cornments
1 112° ; 0.01 001 0%100%
- _ 1 114°, aeA)l JPo
_ 1" ~ 320-7; 3?9 1, 79~' 809~ ~ 100%
_I
3/4" 664.~~ 1033 9. 2Q°a, 8041a :
6/8.~ ' 433.5; ?48'1 4j ~2971+,~I 5rj% "gtl%--~ _ .
1rZ" --i- _ 475.2; 18426; 38%; 62!v;
34" ! 5~21 81 2as64.2~ 49 A~ 51'Ye,
714" 64791 31121L 81% 38W
;4 347.5' 34546!6$°.~a~ S2°,61 26°,5-, 43% ~ -
~ 6~ 3754.2l.~_ ;d%~ ZE°/v, ' ~
~
010 (320.3 ~074.5; 20%,.
- .
#40 I 4587 4533.2' $80k! 11'/0l 3%
_ #200 240.3 j~4773 5! 94°1c I~ 6.8°!0- 03$ 5'Je j
Pan I Z2.8 b78Ei.'f i 95qb ~
Wagh ! 274.0 ) 5070.1 i 100°ro
FkACTURF ; Or!glnal Wt ( r=rmct'JVt ! % Avera~ Min ~ M:sx ; CornnronW
~~8~ i ! 76%_ ; 100% ~
1/2"
1!4"
~10 1
SAND FQUIVi4LENT Awray• ' Mtn ~ Max ~ Commenta
Claty Redding (1), 49°ib 1 32% ! 100%
Sand Reading (1)! 2. 8; 47"ib;
Clay Readmg (2);_ 3.7;
Sar:d Readln$ (2); 271 48%• ,
r
Page 1
09,'11/2002 10:36 226-1332 ELLER CORPOt?';TIQN PQGE E$
MO65TURE-DENS1TY CURVE (PROCTOR)
,
,
'
~ ~ , I I,; f!. ' 1~► i I
96
~
I ~ ' ' ~ ~ ~ ~ ! ►
,
J
,
iLH
I; I.I ~ I ~ I I i i, I
u 93 i I f ~~I I 1 ' 1 ~
~ +
C '
" ' 1 ` i "ILO L
~
• ~ ~ i ~ i ~ ! i I
91 ~ ,
i i T l ~ I
; ~ r
! ~ 1 1 l i i~► ~ l
FT
' ZAV for
Sp G. =
e; ! I i i ~ I i ~ f ~ I' i► 2.65
ti i6 21 26 31 38 41
Water tonteM, %
Test speciflcatfon' ASTM D 1557-78 ytethod .a Atodified
Elev7 Classiflcatlon NaL % > °~6 <
Depth USCS ~ AASHTO Molst. Sp.G. LL Pi Np.4 No.200
Q.0
TEST RESULTS MATERIAL DE3CRIRTION
LYlaximurn dry density = 95,3 pcf SUt
Optii-num i-noisture = 19.9 %
Project No. 16203 Citent: Elter Corporacion Remarks:
ProjeCt: SummerField Sarnpfed By. D. Daidwtn
Spokar.c, \4a ~ Tasteci By: D Baidwip
• Source: Native (Un Site) Sample ho.: L-449 ~j Reviewad 6y J. Revard
I
~ MOlSTURE-DENSITY CURVE (PROCTOR)
~
KLGINFELVER, INC. ; Plgure L044
09/11 i 2002 10: 36 226-1-332 ELLEP. CORPORA7ICiN ?;,-,E 11
MODST'URE-DENSBTY CURVE (PROCTOFt)
I ' I ~I I I i i , i i
I '
144
I+r!
~ 14T, ~ I+
13~ 4` 1 I i~!! i_~ !
. o
~ , I ► I~ i i I_~' _
lil ii~ IiIli~l
44L-j~ I I~+1 I~'
~ I ! I I ! ~ : .
129
, , .
ZAV for
spG.-
1 24 1 I Ti 2.65 r
2 4 6 8 10 12 14
Water content, %
Test specitication- ASTM D 1557-01 Prccedure C ivlodified
_ Ovarsize correction applled to each pmmt
Elev/ Classlflcatlon Nat. % > % <
Depth USC3 ~ AASNTO MoIsL g~''G. LL P~ 3f4 in. No.200
2.65 116
ROCK CORRECTED TEST RE3tlLTS ~ t1NCORRCCTED IVIATEFilAL DESCRiPtIdN
Maacimurr dzy density = 139.2 pcf ! 36.4 pcf
Optimum moisture = 6:2 % 6.9%
Project Na. 116203 Clfent: Eller CorpuAation Remarks:
ProjeCL: Summer Field Sampied By: Klemfelder
Spekane, wa Tested By: C. P.
• Souree: Native (On Site) Sample No.: L-018 Reviewed By- J Revard
MOISTURE-DENSITY CURVE (PROCTOf2;
KLElNFELDERy 'NC. Figure L-013
,'hf"" ~ T~:n"'1~ i r ' y~ ' `i ' •^I,~,'^'`nz„'" t:;".w i t; ~x,i; ,
4;•fi",v,,~'t~„~~{ ~:zF ,
= - .i'
JTECNNlCAL ENGINEEAfNG d MATER[qL$ TESTING
1S2U N Mamer Rd Hwlding C Suite 100 Spvkane, WA 99238
569 891-3904 I Fax 509 891-2612
M1++~'`!
GC3NCRETE GYLINDER TEST REPC3RT
•k`lr~~
:f ~ Report to
Mr Ken Tupper Report No,;
322 N Llntversity Rd Date- 08112102
' Spokane WA 9k06-5477 Glient No 1"LJPKEN
_ Project No , S179115F1
Proaec# 5ummerfield East Permit Na : Unknowrs
Address Wellesley and Surns
Contractor. William Winkler Construction -
Placemant Location Southwest comer flf site.
~ MATERlALS AND M1JC DATA ~
Reported hy- CPM Concrefe Supp#ier- GPM
Mix No : 321114 Me#hod af hllixing
SacksICY: A99regate Source -
Cerraerrt Water Saurce.
Admtxtures.
REG2U1RED STRENGTH, PSl
SPECiF1CAT6C3NS , 7 Day•
Slump, inches. 28 Day: 3000
Atr Content, °]o
~ FIELD TEST DATA ~
Slump, inches. 3i4" (ASTM C-143) Truck No.: 925
Air Cvntent, N1A {ASTM C-231} Ticket No.: 12$854
Unit Weight, pcf (ASTM C-138) Time $atched: 6 55 AM
Conc. 7ernp. °F 75 (ASTM G-1 a64) No. GY represented: 1$ flf 180
Air Terrsp, °F: SQ Water Added, gal.-
Cancrete 5ampled (ASTM G-172), Cylinder Curing (ASTM C-31)
Tested & Gylinders Cast (A57M C-31) Field Cure Days: 1
Date Gast: 07124102 at Temp, Range, °F.
Time 7,34 AM Lab Gured from 07125102
Sy' E Bakte ❑ate Recetved: 07J25102
~ LABC3RAT4]RY TEST DATA '
{P,STAIr G-39} ~
5arnp#e No . 10202
Cylinder Cyiinder X-Sec Total Ftacture pate Age Camp
Ip Cliame#er Area Load Type Tested Tested 5trength
(fnChB5) (sq in) {lbs} (days) {psi}
10202 6 00 28 27 84, Q00 Shear 07131102 7 2970
10202 08121102 28
10202 08121102 28
Hold
cc: Wyatt Engineering - Harry Hartung -
" - Central Pre Mix ~
Reviewed By,
IoAHo • wgsN,Ncrvnr . ❑REGaN . wYoMINc a MaNrnNA e tlTAi-i . NEVAaA
a
' 0E0TECMNICA6 ENpINEERINGi i MATEAML3 Tp5TIN0
1620 N Memer Rd.. Bufldmp C. Surle 100, Spokene, WA 99216
509 891-1904 / Fex 509 891-2012
Project Daily Report
Mr. Ken Tupper •
322 N University Rd
Spokane WA 99206-5077
Project Name: Summerfield East Sewer
Date: July 24, 2002
Client No.: TUPKEN
Project No.: SO111 SA
Daily No.: 13631
• Permit No.: Unknown
Address: Wellesley & Burns
Inspection: " Concrete
Personnel: 'Eric Bakie Narrative: Observed the placement of approximately nine cubic yards of concrete
located in the curb at the southwest corner of project entrance from Burns
Road. Obtained one sample of mix #321114. Results of testing as follows:
slump 3/4", ambient temp 80°F, concrete temp 75°F. Cast one set of four
cylinders.
Sincerely,
STRATA, INC.
&.4.-, 4
R.ick Woodworth
Area Manager
Distribution: Wyatt Engineering - Harry Hartung
IOAFIO • WASHINGTOAI • OREGON WYOMING MONTANA UTAM NEVADA
t ,
r-~ 3 s
J DEDTECHNlCwL ENOltdEERING 8 RAATEAIAGS'1"E3YlNC3
r
162D H Mamer Rd, Budding C. Suiie 10E1. Spakane WA 99216
509 891-1904 ! Fax 509 891-2032
Project Dai1y Report ' Mr. Ken Tupper . 322 N University Rd
Spakane V+1A 99206-5077
Project Name: Sumnzerfield East Sewer
Date: 3u1y 23, 1-002
Client Nfl.: TUPKEN
Project Nfl.: S0113 SA
Daily No.: I362$
P'ernzit No_: Unknown
Address: Wellesley 8c Burns
- Tnspection: Obtain Sample
_ Personnel: Cole Wamick
Narrative: C3btained sample of recycled asphalt concrete mix being used £ox roadway
base znaterial. Dhtained sample from stcrckpile at Trent and Evergreen and
transported ta Strata lab for proctor testing.
~
~
. SiZ1CeTEly,
JTR.ATA, INC.
R1Ck wfltldWbTFh
Area Manager
Uistributsan: Wyatt Engineering - Harry Hartung !
CA 5
r.
IpR{iQ WASHtNGT01H OF;EGC]N WYOMING MDhITANA UTAH EVEVADA
Ft a a
' GEOTECNNtGwI. ENOinEEaitiG b M~TERIAtS TESTING
1620 N. Mamer Rd, Buildmg C. Suite 100. Spoksne, WA 99216
509 891-1904 f Fax 509 891-2012
July 26, 2002
Strata Project No.: TUPKEN SO1115A
Strata Reference No.: SL9891
Mr. Ken Tupper
322 N. University
Spokane, WA 99206
Project: Summerfield
Date Received: July 23, 2002
Date Tested: July 26, 2002
Description: Stockpile at Trent and Evergreen - Westway Recycled
Location: Light Brown Sandy Silty Gravel with Asphalt and Concrete
REPORT OF SIEVE ANALYSIS
ASTM C-136
~ Sieve Size ~ Percent Passing
~ 1 1 /2" ~ 100
~ 1" ~ 99
~ 3/4" ~ 92
~ 1/2" ~ 81
~ 3 /8" ~ 70 ~ No. 4 ~ 48
~ No. 8 ~ 32
, No. 16 ~ 21
~ No. 30 ~ 14
~ No. 50 ~ 11
~ No.100 ~ 8
~ No.200 ~ 7.0
Thank you,
STRATA, INC.
Chris McKissen
Laboratory Supervisor
IDAHO WASHINGTON OREGON WYOMING MONTANA UTAN NEVADA
MOISTURE-DENSITY RELATIONSHIP CURVE
ASTM D 1557
Method C
' GRAD{NG ANALYSIS
Project: Summerfield SCREEN SIZE °!o PASSING AS TESTED
Client: Ken Tupper s incn
File Name: TUPKEN SOl 115A 4 inch
3 inch
Date Tested: July 26, ZOOZ 2 inch 100
Tested By' E Bakie 314 inch 92 100
#4 screen
Sample Number: SL9891
SalTlple LOCatlOn: Stockpile at Trent and Evergreen - Westway Recycled
Sample Description: Light Brown Sandy Silty Gravel with Asphalt and Concrete
Corrected Dry Density, pcf: 131.0
Maximum D Densi cf: 128.5 Corrected Moisture Content, 8.5
ry P Coarse Aggregate Correction, % 8
~ 5o Optimum Moisture Content, 9.0 Bulk Specific Gravity (assumed). 2.65
I ~ I I I I I I I. I I. ` I ;O Optimum Point
„e I I+, I I I I I I ~ I • I i• Plroctir Points I
146
I I ~ I I I I ! I I ~ I I I i I f I
144
I I
142 1I I I ~ I 1 I 1 ~ I I ~ I ~ I I I ~
140 I 1 I ~ 1 I~1 2~ I I ~ I ~ I I I I I I ~
138 ho _14 I I I I I I I I I ~ I
M : I I 1 I I I`f<1 0S, I I I I I I I I! I
a134 I, I I I I I I I I~! S,~„I 2' I I I I I I I
~132 I I I I I I I I I I I~ I I I I 1 ~
~130 I I I I I I I I I l I I I I I I I
o,ZB I I I I I I I I I I I I I I
~ 6 I I I I I I IJ8.5
12 I I I\ I I ~ I I ~
° I I I 1 ~ f' I I I I I I 1~ l\ I I~`~ I
124 I I I~ I I I ~ 1 I I I II I I ~
122 I I I~ I ( I I I I I I I I I I I
120
„e • I I ~ I ~ I ~ ~ ( ~ I I ( I ~ ~~I,
116 I 1 • I I I I 1 I I I I I I I ~ \
714 I ~ I I I I I II I ~ I I ~ ~
12 Illllllflllllllll
110
4 45 50 55 6 65 70 ) 5 8 BS 90 95 10 105 t10 115 12 125 130 135 14
MOISTURE %
/
Reviewed By S i Z a i a
,
OEOTECHNILAL CNGINEEaiNG 6 MATEauLS TESiING
6
U! i LJ/ LCICJL 14. DO OYJ7-GLO-t o.i.. ciL.~~ v~i~
WiiiS °BJENS.S Ja m RELA8 dti'i tiSi:.mi.3: CURY YLl
' A.S'FTvy D 1557
Mefhod C •
6P-ADINO AP161t,Y89S
Project. Summah$Gfd 9CRE6N8gE 96HR38INC3 AMS7ED
Client: Kea Tuppca ~ 8 i„o
Fil: Nemt: TUPKEN S01 I1SA atnch
Z?ate Testcd: Ju2y 26,'M02 ii~ im
Tess:d By: E Sskic yCAnf, sz 100
Samp1c Nrmher: 5L9991 aaocom+
Sampic Lvcation: Star.t,ptFa cd Tnes:e aud FvarVecn - Weitvey Recyciad
Sample Dosc:ipaan: Lighc Brown Smady Slliy C3reval wEtb Asp&* svd Cosmere
Csrmctsd Dry t}ertsi4y, Pcf 131.0
NBattEmum Ory Qensity, Pd: 128.5 Cormcw Molaitnre CorrtwiE, W 8.6
comm. Affr*qM c~d-*n, v,. c
isQ Opiimum N@ois4tore Con4ent. 96: 9.0 omn~ SMOSe (=a„V+,aa;_ 2.85
Ostimbier+ Roln4)
I ( ~ pe~i0r Points {
I
I ! ( I I ~ ~ I
f
1~d0 ' 1 i I
, ,W
~
~ ~a. . ~
1.~pi
530 ~
tg ; ► ;
201
F7
► !
~ ~ .
1~0 1 . ~ ~
4 de aa aa g os ro +,a g ee s.o ae 1p +e.s ioo its 12 i2s ,so Iaa 14
. . fV(at~'r1.IF~~ 7'a
Re-4e.ved By
0AC7CCr~!@AC EHQIp40rrt.4 • N078A:ALC Y40tleb
~ ~d -~~Z a~~~s s.I0LI59b65 69:9i Z09z/9LlLa
,
~
MOIS , - , DENSITY RELATI( ___~SHIP CURVE ;
ASTM D 1557
Method C
Project: Summerfield East Sewer Force Main GRADING ANALY3IS
Client: Ken Tupper SCREEN SiM 96 PASSING AS TESTED
File Name: TUPKEN SO 1011 S-1 girich
Date Tested: July 18, 2001 a incn
3ineh
Tested By: E. Bakie zinch 100
SampleNumber: SL8779 3/4 incn ss 100
sa screen
Sample Location: -5' Below Subgrade, Sta. 0+00, Welles(ey & Burns
Sample Description: Brown SAND with Gravel (Backfill Material)
Corrected Dry Density, pcf: 140.5
Maximum D Densi}~,cf : 138.5 Corrected Moisture Content, 8.0
ry ~ P Coarse Aggreyate CorreGbn, 7
170 O timum Moisture Content, 8.5 Bulk Specific Gravity (aasumed): 2 65
O Optimum Point
,ea
o Proctor Points
,ee
iae
182 ,
160
ise
~se
1s~
152
~ 50 e
~ 148 ~
W 1µ
~ ta2
~
o ao
,w
,36 38.
,32
130
,ze
1ze
1z4--
1n
120
2 is so as 4 as so s.s g as 70 7.5 g es so es 10 105 ».o I's 12 izs 130 13s 14
MOISTURE %
Reviewed By `%~~~~2~~"~"► 5 T R a T a
OEOiECMNICAL EMOINEERINO { MATERIAIS TE9TIN0
. MOISTUR ~')DENSITY RELATI(~ISHIP CURVE
ASTM D 1557
Method C
GRADlNG ANALYSIS
Project: Summerfield East Sewer Force Main SCREEN SIZE 96 PASSING ltiS TESTED
Client: Ken Tupper ginch
File Name: 'I'iJPKEN SO10115-1 aincn
Date Tested: July 17, 2001 2~~; 100
Tested By: E. Bakie 3l4inch sa 100
Sample Number: SL8774 04 wr`en
Sample Location: Burns Road
Sample Description: Dark Brown Silty SAND with Gravel (Bedding Material)
Corrected Dry Density, pcf: 133.0
Maximum D Densih~cF : 131.0 Correded Moisture Content, °rb: 8.0
ry ~ p Coarse Agpreyate Cortedion, 8_
1 70 0 timum Moisture Content, °r6: 8.5 BLdk Speafic Gravify (asaumed): 2.65
188 O Optimum Point
,m • Proctor Points
,ea
iez
160
,se
ise
tsa
152
150
,se
s 148
,4.
~ ,.2 •9
240
w ,3e
0
~ ,34
0
,32
130
,28 31.
1ze -
us
12z -
120
~19
tte
114
112
2 zs so as 4 as s.o as g es 70 ~s g es e.o es ~p ~o.s ».o ~i s 12 ,zs 130 135
14
MOISTURE %
Reviewed By 5 T FR a T a
OEOTECMNICAL ENOIHEERINO 8 MATERIALS TE9TIN0
, ~ ~°SYf`. p•"~,r,,`~•
J 6E07EGt{f4ICA1 fiNRIMEERING a driATEH1A45 TESTIHp
P
1626 rr Mmw Rd, aatbig c, surte 1oa, svchkcs~,~. wn 99216
' 509 89i-19C4 ! Fag 5M 831-2U12
May 7, 2002
•
Client No TUPK'EN
paroject Nv.' S41 J 15A
Reference No.: SL9758
Mr Ken Tupper
3 22N. University
Spokane, WA 99206
Project Sumznerfield East Sewer '
IJate R.eceived: May 2, 2002
Date "Tested: May 3, 2002
Descriptivn: Light Brvwn 5ilty SANI]
Sowce- Mai.n C7tiIity Sanitary Sewer Line, 75' North of 29+00
' REPORT OF SAND EQUIVALENT
Sand EquiValent = 24
Sincerely,
S T INC.
fis M 'ssen
Labaratary Supervisvr
COAo • WAs+woYCu . OREOM .rvraMM •mCnrr►um. ur,w .NEvAoA
. . - ~
SPOKa~~~ ~~~~~~~~S M~~EWAL LAB TEST
~
.
DEli(Sl T'~ ~lOR,~SH~E:E~" ~ 7 ~ ~
JMA,~. _
~ -
! a~ # 01-04~a ~,lob hlam~ CLlNTOhl
. - • - - _ - - - • . - - -
Jop ~ RID-518 A/C
- - - - - - _ _ .
' Sampie Qa4e 4119101 Metertal Type CSBC
} Sampied By _ GLA50W! Source SRP iVilI.LWOOD
._Test Date 4J16lQ1~ LocaYion STOCKP(L,E VI//LOADEl4
_ - - • • • . - - - - - -
Test by . _GLACOW ' STA •
. • - - -
- . . . . . .
Checketi byJE9Vf<1N
; TEST METWOD T-180 D ~____POIN7S 2- 3 4
. .[ESE OWS ! LAYFR - 56 _._+WGT. OF SOlL MOLD '11120.4 11262~~ 1 i4i2 1~11353.2, ~
N() lAYLRS 5 1hIGT_ OF M70LD 8261.4 6281.4 ~ 6261.A 6261 4
~aROP HEIGt1T, WGT. OF SOIL ~ 4859 0_500'1.1 ~ 5150.7_ 50918
jN~OLD StZF 6" JWET UhIIT WGT 142.8 147.0 ~ 151.4 1~R9 7
- , - _ _ - .
_
;SAMPLE ~~lGT, _ 104.8 !bs - WGY OF MQBST SAMP -5s32 -.1-j 583.3 5345 599.6
; SE'•VE SIZES IIfVGT. RET. 1% RET PAjS !WGT. OF SRMPLE DRY _ 535 5 526 0__ _ 492,0 559 0~
~ ~
' 1 114" t1.0 00 1
100.0 I,WGT OF WATER 26 6 35.3 42.5 4p.6
__..I
_ 1,. 22 - 2.1 97.9 MOISTURE CORlTEfVT - -'6 0 6.7 • ----8,6- 73 314" - • i 3.6 - - - ~ 17.; ~ 60.2 ~FREE WATER - ~N Y - - Y Y
---42.Y-- DRY UNIT WGT V 13~ 1 ~ 137.8 I 139 4 139.5
~ --#4 156 _ 14.9 _ 27 SPGR 2.71 RICE OF7 H20 7.9 ~
~AfV 2~3.5~ .27 3 ~ CURVEDENS 140.2 CALC MAX 142.61
AIIAX DlENSIT'Y CURVE ~
% R3O15YURE
d 45 5 55 6 6.5 7 75 B 8.5 9.
1405
_,_d~~_= " ~..R'_,- T-.L r n F I I'_ - - _ ~ ~ -T' ,
. 140 _ -1- •---L 4 -~------F-~i . - • I~:.~.._ !-•,•--r t ~ ~ ~ .
1395 -E-_ ~ - -I -
-1-4 -
139c ,y _ - • ° . - ,-r-.- ,
~ . - - - _ . - - - - - - ,
~ ~ . .
_I. _ _ ~ ~ - _ _ ~ •1-' F
_
~ .
~ ...~.~.L_L _ _i.,~ ~ 1 _ ' j• - - - _ : J
a ~ - - - - - - - - - ~ tsl 138 • 1-r-~ ~ f- F _ - - ~ • ~ ~ 1- I ~ _ " 7 ~-"t' .
4
I - ~"•••F- - ~ ~ - , I _ i-
Q 1375
`
137 • ~ 1 _ ~ ± :7~ -1 ~ - .T =~~-=1. _ ~_-~'~'-r-- ~ ~_L-~
i '
•i.: F _
i F,
14
5 I
rt=~
~ 1365 _ I-r • I. • I- ~ i ~ -
~ _
- - • - -
_ " _ ' 1 • 1 ' I ~ . ~ . _"1._ r '
~ 138 ' I- { - 1 ^ ~
1--' ~ - r • •i - ' ~ ~ ¢
--.7A--r.~. ;1=
'I'~ 4 , •-•I IM1--'-~'~ •~r-. 1 •P-t~~ -
' i3.°.5 -•T-
_ r
509-526-9974 F•4
' i1 22 02 11:50a Kleinfelder - Spokane
,t ' ~ ~ ~>:1;; f ,
~n~~;t:~~ ~r',.
~~F`f -•F-- ~ . _ _A40I5TORE p!?NSITY TEST DA'FA . _ .
a -
I: t.ic~r~t., t~.l I ~+r C~a•F~i>>, :i ~~~~ti
' :,pakane, W:,
. zru:7cct: NusaUe.r: 16203
-Specimen Da ta ~ _ _ ~ _
t3our0a: *Jni.fvu iOn all:eJ
wamP;lO rto.: L-01R
}t1ov. ur Acaiai:h: 5ample LOngth {ili, jcrn.
~o~r~ti.on ;
UeaarS p L~ on :
tl ~C~ C1.:io3i£iGStion: AA.SH1'Q C3c1991fiCatl.Ori:
Na tv ral. Mcxa.s tnro : Liquic3 Limit : e2asticity Iadax :
.^:amt:1FO Uy: iC.leinfPlctor
T<~:; lr•:l L~y : C. P.
hvviowtad tast: J. ;tavaj_(i ~
rt;tain~~ci nu 3/4 zi-%, s.iuve: 11.6
Pa'rczartt pa:asing No. 209 :iiave: Specific gravity: 2. b5
ilata And Rc:aulta Eor Cnzva I.-018
7`Wa pf ts:nt: AS'I:M k`roccciure C Modi.fieci
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_ . . . . E{,LE.It7F£I+DER, INC.
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~ OEOT~CMNICAL ENGINFERING e MATEFIALS THSTNp
1620 N Mamer Rd, BuAding C. Suile 100, Spokane, WA 99216
509 691-1904 / Fax 509 89 7-2012
Apri130, 2002
Client No.: TUPKEN
Project No.: SO1115A
Reference No.: SL9751
Mr. Ken Tupper
322 N. University
Spokane, WA 99206
Project: Summerfield East Sewer
Date Received: Apri130, 2002
Date Tested: Apri130, 2002
Description: Medium Brown Silty SAND with Gravel
Location: Main Sanitary Sewer, 75' N of Sta. 29+00 REPORT OF SIEVE ANALYSIS
ASTM C-136
Sieve Size Percent Passing j Specification
WSDOT 9-03.12(3)
I 1" ~ 100 ~ 100 ~
~ 3/<" ~ 93
~ '/4" ~ 76
~ No. 4 ~ 25-80 ~
~ 67 ( ~ I
~ No. 10 ~ 39
~ No. 20 ~ 20
~ No. 40 ~ 15 ~
~ No.100 ~ 13 ~
~ No. 200 ~ 12.3 ~ 5.0 max +
Thank you,
STRATA, INC.
~
Chris McKissen
Laboratory Supervisor
IDAHO • WASHINGTON • OREGON WYOMING MONTANA UTAH NEVADA
A / I,~;;., ~V~`_` 4.
0 iR C-!k ! y j a
~ OEOTECMMCAL ENOINECRINO A MATERIA~S TESTING
1620 N Mamer Rd, Buddmg C, Surte 100, Spokane, WA 99216
509 891-1904 / Fax 509 891-2012
Apri128, 2002
Client No.: TUPKEN
Project No.: S01115A
Reference No.: SL9711
Mr. Ken Tupper
322 N. University
Spokane, WA 99206
Project: Summerfield East Sewer
Date Received: Apri126, 2002
Date Tested: Apri126, 2002
Description: Brown Silty SAND w/ Gravel
Location: Sanitary Sewer Bedding - 100' SW of MH 23
REPORT OF SIEVE ANALYSIS
ASTM C-136
Sieve Size Percent Passing Specification
WSDOT 9-03.12(3)
1" ( 100 1 100 ~
~ 3/4" ~ 99
~ 1411 78 ~ Zs-so ~
~ No.4 69 ~
~ No.10 ~ 43 ~
~ No. 20 ~ 22
~ No.40 ~ 16 ~
No.100 ~ 14 ~
No. 200 ~ 11.8 ~ 5.0 maY ~
Thank you,
STRA A, INC.
~
Chris McKissen
Laboratory Supervisor
IDAHO WASHINGTON • OREGON • WYOMING • MONTANA UTAH • NEVADA
. f;'~~' . • ~
MOI5~'U~~.-~~~~~~~ RELAT16~~~~~~ ~~RVE
ASTM D 1557
- Method C
Project: Summerfield East Sewer GRADING AMALYSIS
Client: Ken Tupper SCREEN SIZE 96 PASSING AS TESTED
File Name: TUPKEN SO1115A s incn
Date Tested: April 26, 2002 a incn
Tested By: C. Warrick z ~~n 100
SampleNumber: SL9710 314 i►,on 76 100
Sample Location: Sanitary Sewer Backfilled @ MH23 #4 screen
Sample Description: Medium Brown Silty SAND w/Gravel
Corrected Dry Density, pcf: 141.0
Maximum Dry Density, pcf : 135.0 ~ o~ected Moisture Content, 7.0
ggregate Correciion, 24
170 Optimum Moisture Content, 9.0 Buik Speafic Gravity (assumed): 2.65
I O Optimum Point
,ss
Proctor Points
;~IIIIIIIIIIIII Illlllil~ll
,62 I ~
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MOISTURE %
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4Z6, 5 T R a T
a
OEOTECHNICAL EHOIHEERINO 6 MATERIAlS TESTINO
. , M~f C ' OI5~'ITlo=.:-DENSITY IZ~~AV~Z1`TSHIP CURVE
~ ASTM D 1557
Method C -
Project Summerfield East Sewer GRADIfdG ANALYSIS
Client: Ken Tupper SCREEN SIZE % PASSING AS TESTED
File Name: TLTPKEN SOl 115A s irr-n
Date Tested: April 26, 2002 4 iricn
s iricn
Tested By: C. Wamck Z;,xn ioo
SampleNumber: SL9749 3(4 incn 74 100
#4 screen
Sample Location: Sanitary Sewer.Backfill @ MH20
Sample Description: Light to Medium Brown Silty SAND w/Gravel
Corrected Dry Density, pcf: 144.0
Corrected Moisture Content, 6.0
Maximum Dry Density, pcf : 137.5 Coarse Aggregate Correction, Zs
Optimum Moisture Content, 7.5 eulk Specific Gravity (assumed): 2.65
17~ I I JO Optimum Point
1~ I I I I I ~ I I I ( I I I I ~ ~o Proctor Points
t6, I I I I I I I I l i I I I I I I I ~ I
I I I I I I I I I I I I I I I I I I I I
162
l I ~ I ~ I I I I I I I I I I I I I I I
160
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154
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134I I I I I I
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j9% 10J2p02 09;11 226-1332 EI.LER CORPORATION P4GE 02
89/04l2002 20:19 5092447155 SpQKANE ROCK PRODUCT FAGE 02
J '
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120 Hox 2200
Aixway AeightS, WA 99001
509-244-5921
Tabular Regu1to ag 31/2n Ma.llwood
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0~ Xp C1INSPEC70R: HARRY HARTUNG
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A 3UBSfOIARYOP
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C ~ 'n ARROW
O ~ PROPERTY \ rSSMH 3POKANE, WA 89201 LEWISTON, !D 83301
o M ON U M ENT PHONE (509) 928-51 J9 PHONE (20H) 706-2661
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DATE INSTALLEO: 4/25/02
$
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,
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Q Z Z umi ~00GcF` yo ' LOCAL B.M. ELEV.: 2938.96
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a Z ~
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v,
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2
N REMARKS:
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E
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i
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cormRncroR: ELlER CORPORATION
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~ 1T20 N. HOWARD tOt TMA(N RD
C ~T ARROW SPOKANE WA99201 LEWlSTON.ID H3501
PHONE (509) 320-8139 PHONP (208) 7J62661
GAX (309) 328.0027 FAX (208J 706.6825
n z Li \
~ PROPERN zp''
CORNER DATE INSTALLED: 4/25/02
TEE
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,
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- o S c A ~ 7 i►~vERr E~y.: 2031.4
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,
L' FILE NUMBER: • HOUSE TYPE:
~ REMARKS:
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E
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1NSPECTOR: HARRY HAftTUNG
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~j .
V~ A 9UH910IAAY OP
o _ •
NApORTH J WVATT ENG/NEERING INC. ~
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7
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}
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cROUNO To srue: 7• 6'
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n 0 ~~y DESCRIPTtON OF LOCAL BENCH MARK:
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~ Z ;a
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PIPE GRADE: 2%
~ REF. DRAWING N0. 679300SWr-OBb.dWQ , FT. BELOW THRESHOLD
N
FILE NUMBER: HOUSE TYPE:
'
ti" REMARKS:
~ PARCEL:
E •
F
V) STREET: CROWN AVE.
i C ~ . .
oADDRESS: 15002 E. CROWN AVE.
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,
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coNrMcTOR: ELLER CORPORATION
INSPECTOR: HARRY HARTUNG
SSMH ENGINEEHINO • SURVEYING • PLANN/NG •TEST/NG
ASUBSIOIARYOF
C/~
VVET-
NORTH Of WVATT ENGINEER/NG /NC. ~
N f/ f220 N HOWAAO 101 7MA(N qD
G ~ ARROW 3POKANE, WA99301 LEWISTON, ID 87501
o~+ L~ ~x PHONH (609) 918-51:/9 PMONE (208) 798-286I
FAX (509) 928A029 FAX 1308J 74O-Ga2B
N 2 ~ OO
PROPERTY ~
CORNER ~L DATE INSTALLED: 4/23/02
TEE
STUB: DIAME7ER: 4" TYPE: A
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X IN TOP CURB
~i 0 •p\
~ Z CENTERLJNE STATION: 33+56. 1
LINE NO.:
C) LOT 4 21 1$S STA. OF AND DIRECTION TO 32+45.4
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CORNER iN~~ E~y.: 2030.7
~ v A c A 8
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m
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V Z ~
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N REF. DRAWING N0. 6793008Wr-a9b.dWQ FT. BELOW THRESHOLD
U
~a FlLE NUMBER: HOUSE TYPE:
°
T REMARKS:
~ PARCEL:
~
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V) C N STREET: CROWN AVE.
oX
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~
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coHrRAcroR: ELLER CORPORATION
IN5PECTOR: HARRY HARTUNG
ENGINEEFt/NG • SUi7VEYlNG • PLANNlNG • TESTiNO
\ X ASUB9)OIARYOF
QO vvfmzu--= LJEI<H
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ARROW SPOKANE, .
PMONH (509~J 8-5138 PHONP (209)048326811
Lf~ FAX (509) 328-0423 FAX f208) 746•6825
° PROPERTY ~
CORNER ~ SSMH DATE INSTALLED: 4123/02
SS • X IN TOP CURB TEE
STUB: DIAMEfER: 4° TYPE: A
32~ NCni: 38.4'
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~
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uNE No.:
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r'~ O 32+45.4
PROPERTY NF~4REST MANHOLE:
° ~ m Z 1 7 E4ST
CORNER
i 0;0
; 0 S C A INVERT ELEV.: 2029.9 f
DEPTH FROM NATURAL
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o~ Z Z N GiJiO LOCAL B.M. ELEV.: 2038.12
N
" n m DESCRIPTION OF LOCAL BENCH MARK:
° =1 -0 X IN TOP CURB
z i ~
, ~ -
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~ PIPE GRADE: 2%
Z~ REF. DRAWING N0. 6793009WT-GBb.dWQ Ff. BELOW THRESHOLD
FlLE NUMBER: HOUSE TYPE:
REMARKS:
a
v PARCEL:
~
r .
C
D STREET: CROWN AVE.
C tn "
~ = ADDRESS: 14918 E. CROWN AVE.
<<~ ~ o C!
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~ g 7O ~ conmu+cTOR: ELLER CORPORATION `
fNSPECTOR: HARRY NARTUNG
7O / ENGINSER/NG • SURVEV/NG • PLANN/NG • TEST/NG
or IAAfA A SUBS
X IN TOP CURB rx ~
NORTH OO ~Vi WYATT ENGINBERING INC. ,
f2P0 N HQWARO
IN8350/
ARROW SPOKANE', WA 9JTO1 LEbY1 01ISTOTMAN, IDAO
PHONE (509) 328•5739 PHONE (208) 746•2681
1 \
U s PROPER7Y FAX ($09) ]2H-D02i FAX (20BJ 740-6025
CORNER
DATE INSTALLED: 4/25/02
C TEE
\ x~ STUB: DIAMETER: 4" TYPE: A
LENCrH: 3 7. 7'
r 6
c•~ ~ A
h! 0 ~ •
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.
,7 m N L1NE NO.:
0, p 0 STA. OF AND DIRECTION TO 32+45.4
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~ o~
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m r DEPTH FROM NATURAL 7.9'
U D p ~ p ~ GROUND TO STUB:
;U ~ m v ~T e ~ U~Dq LOCALE BoBH MARK:
2
" N o D Ry DEX IPINTION TOP OF LOCAL CURB ENC
z Z ;0
W' Z PRwECT r~~: SUMMERFlEID EAST 4TH ADDI710N SCALE: 1"=40'
~ PIPE GRADE: 2%
REF. DRAWING N0. 6793003Wr-03b.dWQ Ff. BELOW THRESHOLD
~
FlLE NUMBER: HOUSE TYPE:
T' E) REMARKS:
E PARCEL:
E
STREET: CROWN AVE.
oX
ADDRESS: 14912 E. CROWN AVE. ,
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~~O CRO INSPECTOR: HARRY HARTUNG
~ Z ~i/!1 ENGINEER)NG • SURVEY/NG • PLANNlNG • THST/NG
X IN TOP CURB A3UB9/OfARYOF
y
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NORTH ~.9' ~ WYATT BNCrINEER/NG /NC. LJE*(H
N ~ 37 7220 N HOWARO 701 THAIN HO
ARROW SSMH /Y,0 SPOICANE, WA ee201 LEWISTON, ID 63501
0 ~ ~ I O PHONE (509) 729.5779 PHONE (208) 746-2661
y ~
N ~ I FAX (509) 928-0429 FAIX (YOH) 796-6825
~ PROPERTY
CORNER SS►v 76.8' - OATE INSTALLED: 4/24/02 '
n.
TEE
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n
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CORNER
° > CENTERUNE STATION: 30+ 17.2
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.9
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~
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8.5'
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Z cmn LocAL B.M. ELtv.: 2038.32
P
i' ~ n rn ~r e~ 1 . DESCRIPTION OF LOCAL 8Et~1CH MARK:
° o D ~UNpqRY X IN TOP CURB
Z ~ 0, -
W' Z pRaECr r~tE: SUMMERFlELD EAST 4TH ADDITION SCALE: 1 4
~ PIPE GRADE: 2%
REF. DRAWING N0. 6193008Wr-a3b.dWQ FT. BELOW THRESHOLD
~
L' FILE NUMBER: HOUSE TYPE:
~ REMARKS:
m
a PARCEL:
E
F
STREET: CROWN AVE.
~ C =
o~ ADRRESS: 14906 E. CROWN AVE.
o1
i,
~ ` ~ i
i
coNTw+croR: ELLER CORPORATION
29 00 CRQWINSPECTOR: HARRY HARTUNG
~ SSMN N A ~E: ENGINEER7NG • SURVEY/N0 • PLANN/NO • 7ESTING
o" - 8•, --.4 0*p0 X IN TOP CURB
AsUHS` IoOF El< T ENGINE'ERING INC.
VVEUT H
~ S $ NORTH WYAT 1220 N. N OW A RO 101 7MAIN AD
C ARROW 3POKANB,WA98TO1 LEWI3TON,lD 83501
PHONE (509) 328-5739 PHONH (20B) 746-7687
1 V! PAX (509) 32H-0023 ' FAX (208) 740-0829
N s SIDEwA~ ~ 75
~
PRO
PER /
ERTY SSMH DATE INSTALLED: 4124/02
CORN
TEE
STUB: DIAMEfER: 4° TYPE: A
SS PROPERN LENGTM: 37.4'
CORNER
V O
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~
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a, p 0
0 STA. OF AND DIRECTION TO 30+7 1 9
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~
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o p m C DEPTH FROM NATURAL 8.3~
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r, Z f~'1
~ En p
LOCAL B.M. ELEl.:
Z Z 2038.00 SCRIPTION v~~ ~ DEX IN TOP CURB ENCH ~tK:
° RY
a Z ~ » , '
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t ~ PIPE GRADE: 2%
REF. DRAWING N0. 6793003Wf-49b.dWQ Ff. BELOW THRESHOLD
FlLE NUMBER: HOUSE TYPE:
REMARKS:
a~
~ PARCEL: '
E C N STREET: CROWN ~ AVE.
~
oX
ADDRESS: 14822 E. CROWN AVE.
rq
U) ~
~ ' - /
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28t00 CROWN AVE. coNrnacTOR: ELLER CORPORATION
o~ Z + r29 ~0 ~X IN TOP CURB INSPECTOR: NARRY HARTUNG
ENGINEEAJNG • SURVBYINO • PLANN/NQ • TEST/NG
51•4' SSMH ASU93IDIARYOP
LAMM
~ - - WYATT ENG~NEERlNCs /NC.
C ~ NORTH ~ - 1220 N MOWAAO 701THAIN HD
ARROW OQ 5 ~ 3POKANE, WA 89201 LEbYl5TON, lO 07101
PMONH (508) 728•5779 VHONH (208) 740-2661
~ FAX (509) 928-0423 Fax (zos) 746-e823
N ~ ~
'1 f ~ ~ SIDEWALK
.9
~
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R N E R TM S S ~ D A T E IN S f A L L ED: 4/24/0 ~E
C
, ~ PROPERIY
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it,
LENCTM: 41.0
LOT 9 '
~l En
o Z CENTERLINE STATION: 28+48.1
= m
(n uNE No.:
p n STA. OF AND DIRECTION TO
T' m~ NWESr MnNHOLE: 28+99.9
° m N z EAST
~ o
~ 0 A C INVERT ELEV.: 2028.3
m C DEPTH FROM NATURAL 9.2'
~ D O ~ GROUND TO STUB:
ZZ LOCAL B.M. ELEV.: 2037.58 '
z N
~
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0 D e4UNz)qRs X IN TOP CURB
° Z ~
a ~ -
Z PRaECT ruME: SUMMERFlELD EAST 4TF# ADDITION SCALE: 1 "=40'
PIPE GRADE: 2%
~ REF. DRAWING N0. 679300SWr-a3b.dWQ ,
FT. BELOW THRESHOLD
ui
FlLE NUMBER: HOUSE TYPE:
T' REMARKS:
n~
v PARCEL:
E
~ STREET: CROWN AVE.
ADDRESS: 14816 E. CROWN AVE.
01
~
~ ~ _
4 ~
corRRAcTOR: EILER CORPORATION
INSPECTOR: HARRY HARTUNG
~ Z - STA: 17+85.51 BURNS) ENQfNEER/NQ • SURVEYfNG • PLANNING • TEST/NO
srA: 27+12.01 ~(cROwN) _
' , ~ ASUBSIDIARYOF
CROWN AVE.
~~~~0 ~ LAMM
IV ~
~ Tr ENQ/NEEFtlNG 1NC_
NORTH WYA I r ` 1220N HOWARD 10tTNA/NFO
ARROW SSMH. \ SPOKANE, LVA 89207 LEWISTON, ID 89507
X IN TOP CURB PHONE(509)9YB-8138 OHONE(20B)7aO-YBB7
~
FAX (509) 328-0427 FAX (208) 748•6825
c~i Q ♦ J - - - •
N p
DATE INSTALLED: 4122 /02
TEE
FIRE STUB: DIAMETER: 4" TYPE: A .
~ BACK CURB, ~
AT PC HYDRANT LENGTH: 48.0'
Y I
0 O
r; II 1 Q ~ ' -
~i ~
D ~ p 'l p 1 CENTERUNE STATION: 16+45.4
_ N rz o~~ LOT 10
~ I ~ UNE NO.:
A
v o I-' STA OF AND DIRECTION TO 17+79.5
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~
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s Z•~ ~ ~ INVERT ELEV.: 2025.5
A
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,n Z Z N N IOCAL B.M. ELEV.: 2037.71
o, m
~ OESCRIPTION OF LOCAL BENCH MARK:
N ~ mv PROPERTY X IN TOP CURB
a Z _
~ CORNER
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~ PIPE GRADE: 2%
REF. DRAWING N0. 67930031Nr-G9U.dWQ Ff. BELOW THRESHOLO
N .
FILE' NUMBER: HOUSE TYPE: '
° REMARKS:
~
~ PARCEL:
;
C ~ STREET: BURNS ROAD
om
ADDRESS: 5222 N. BURNS RD.
a, q~
I.. ~
ct~ y -
\
I +
coNrw+croR: ELLER CORPORATION
X IN TOP CURB fNSPECTOR: HARRY HARTUNG
~ Z ENGfNEERING • SUAVEY7N0 • PLANN/NO • TESTfNG
PROPERTY
ASUHS/OlARYOF
N ~ ~n CORNER W=r
NORTH WYA7T BNGINEERlN6 INC.
ARROW r 7220 N MOWARD , 701TFIAfN HO.
SPOKANB,WAB9201 LEWlS70N.ID 63501
PHONE
FAX ~9)9728-0423 g P F4X (T(08) 796-6H25'
N g _ i_~~ 254,
OATE INSTALLED: 4/22/02
O
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tn - ~ ~
LENCrH: 48.3
Z
-0
o 00 m
i
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; N m I~ (n a- LINE NO.:
a, p 0
C) STA. OF AND DIRECTION TO ~ 7+79.5
f*1 I ~ NEAREST MANHOLE:
~ m (n ~ NORTH
~ n r^ ~ ~-PROPERTY
~ o n c D
CORNER , INVEI7T ELEV.: 2OZ~J.3
I-) DEPTH FROM NATURAL '
D 0
0 m i GROUND TO STUB: ~ ~•5
~D Z Z N LOCAL B.M. EI.EV.: 2036.89
~ DESCRIPTION OF LOCAL BENCH MARK:
o D x iN roP cuRe
Z ~
~ ~ -
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~ . PIPE GRADE: 2%
REF. DRAwING N0. 679300swr-a8b.dWQ Ff. BELOW THRESHOLD
m
FlLE NUMBER: HOUSE NPE:
REMARKS: ~ PARCEL:
F
A STREET: BURNS ROAD
C y
ADDRESS: 5214 N. BURNS RD.
~I; ~ oX
0)
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♦ 1
corrMcTOR: ELLER CORPORATION
X IN TOP CURB INSPECTOR: HARRY HARTUNG
~ Z ENGINHER7NG - SURVEYING • PLANN/NG • TESTING
~ PROPERTY A SUHS/D/ARYOF
VVZEIL-
v CORNER WYA
~ _ TT ENGINEER/Np lNC.
NORTH 1220 N. MOWARD 101 TMAIN RD.
ARROW 3POKANE, WA 89207 LEWISTON, 10 97501
U ' PHONH (509) 328-5738 PHONH (TOH) 790-2687
~ V) ~ 1 64X (509) 328-0023 FAX (208) 746-8925
cn Q Z
Z ~ • ~ , w LOT 12
<r DATE INSTALLED: 4/22/02
~
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STUB: OIAMETER: 4" TYPE: A
Ln O LENGTH: 48. ~ ~
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~i (n ~ ~ CA Z •
-v :D
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'U D ~ ~ 0 17 m CENTERLINE STATION: 1 5+65.4
~i z
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5 0 ~-PROPERTY i~~ E~y.: 2024.5
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Z Z N ~A LOCAL B.M. ELEV.: 2036.42
o' 0 m p
DESCRIPTION OF LOCAL BENCH MARKi
v N~ -mo X IN TOP CURB
~ Z ~
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~ PIPE GRADE: 2%
REF. DRAWING N0. 6793008WP-49b.dWQ fT. BELOW THRESHOLD
in
FILE NUMBER: HOUSE TYPE:
° REMARKS:
~ .
~ PARCEL:
E
V) STREET: BURNS ROAD
C (A
oX
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~
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coniMcTOR: ELLER CORPORATION
INSPECTOR: HARRY HARIUNG
cri O _
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A SUBSIDIARY OF
- b
~ NORTH X IN TOP CURB WYArr ENGlNBEf71NG 1NC%
i~J 1220 N HOWARO 701 TFfAfN FO
ARROW SPOKANE, {NA 99201 LEWISTON, lO 83501
U ~ PHONE (509) 328-5779 PHONE (208) 796-2661
1 V7 J FnlC (904) 328-0929 FAX (108) 74e-9e25
a
W .
STA:14+21 .03 DATE INSTALLED: 4/22/02
~
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f~--------` STA:18+74.84 ~BURNS) QUEEN~E
~~w v STUB: DIAMETER: 4° 1YPE: A
~ CENTERLINE ~ SS I w ~NGTM: 46.6'
MONUMENT ~
LOT 13
r~ o
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m °o 'O LINE NO.:
a, p o ) S7A. OF AND DIRECTION TO ~ 4+ ~ rJ.~
NEAREST MANHOLE:
S, n ~ ~ SOUTH
~ 0;0
t v n INVERT ELEV.: 2024.4
m DEf'jH FROM NATURAL '
~ D 0 GROUND TO STUB: 1 1.4
O
Z Z N ~ LOCAL B.M. ELEV.: 2O3~J.9S
, PROPERTY
~M 0 „ CORNER DESCRIPTION OF IOCAL BENCH MARK:
° Do X IN TOP CURB ~ Z > '
~ -
w' Z QRO,~ECr ts~E: SUMMERFlELD EAST 4TH ADDITION SCALE: 1"=40'
~ PIPE GRADE: 2%
REF. DRAWING NO. 6793OO8WP-48b.dWQ FT. BELOW THRESHOLD
ui '
FILE NUMBER: HOUSE TYPE:
° REMARKS:
a~
~ PARCEL:
E
STREET: BURNS ROAD
v~ C m
I oX ADDRESS: 5128 N. BURNS RD.
U. ~
<i~ ~ ~
4 1 '
corirRAcTOR: ELLER CORPORATION
m~ • INSPECTOR: HARRY HARTUNG
ENGINEER/NG • SURVEYING • PLANN/NG • TEST/NG
A SUBSIOIARY OP
N~ X IN TOP CURB L~,a.~
'D
~ NORTH WYAT'T ENGINEERING INC,
ARROW 1220N HOWARD 7017tfAiNRD
C
O ~ T PROPERII' SPOKANE, 4VA 89201 LEWISTON, ID 6750I
PNONE 1509)32 8-Sf3B PHONE (709) 706-160I
W CORNER FAX (80D) 9TB-o423 P,ix «oe, 740.e025 13 ct S C I ~
DATE INSTALLED: 4/22/02
(n ' ~ `z TEE
n"~'~` 0D \ r STUB: DIAMETER: 4" TYPE: A LENGTN: 46.
~
~
' LOT 14
~ X
D 00 CENTERLINE STATION: 13+17.5
Z o
UNE NO.:
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° m~ z WQ N~tESr tiuwHO~. SOUTH
~ 0 S ~ ` go~NpPRY
~ v n c iNvERT ELM: 2023.6
m =1 CENTERLINE I
G D DEM p ~ MONUMENT I GROU D ToMSTUe ~ 12•2~
~o Z Z ~ ~ UTILJN EASEMENT LocnL B.M. Et~.v.: 2035.51
C) m p FOR UFT STATION
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o
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Z Z ~ .
i ~ •
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REF. DRAWING N0. 6793008Wr-49b.dWQ Ff. BELOW THRESHOLD
FILE NUMBER: HOUSE TYPE: ° REMARKS:
a
v PARCEL:
~
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U~ STREET: BURNS ROAD
, C ~
o~ ADDRESS: 5 122 N. BURNS RD. .
c') rn
~
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~y~ ' INSPECTOR: HARRY HARTUNG
~ Z ENGlNEPRINO • SURVEYJNG • PLANNfNG • TEST/NO
cs)~
'J ~ ASUHSlD/AAYOF
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G 1220N MOWARO )0)THAINRD.
v ~ ARROW PNONE (509~328-9 78 ➢HONB (203) 73O-1Q6~1
O ~ FAX (800) 3]8-042] PAX (209) 706A025
u 18
~ ~ ~ • DATE INSTALLED: 4 /23 /02
t
PROPERTY TEE
STUB: DIAME7ER: 4" TYPE: A
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ni
i?i O
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N m N
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.
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NEAREST MANHOLE:
m N z ~ Ii PROPERTY E A S T
o 0 rn CORNER
'r o 0 c: &yp x iNVERr ELLv.: 2030.2
` o m DEPTH FROM NATURAL 8.
~ D O GROUND TO ST116:
;n Z Z N D FIRE LOCAL B.M. ELEV.: 2038.03
o, N A rn ~6+, HYDRANT pESCRIPTION OF LOCAL BENCH MARK:
o D SSMH X IN TOP CURB
Z ;o , -
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~ PIPE GRADE: 2%
REF. DRAWING N0. 6793003Wf -a9b.dWQ Ff. BELOW THRESHOID
FILE NUMBER: HOUSE TYPE:
T' REMARKS:
~
~ PARCEL: E
E
STREET: CROWN AVE.
N
oz, ADDRESS: 14915 E. CROWN AVE. '
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'to INSPECTOR: HARRY HARTUNG
~ Z ENG/NEERINQ • SURV@YlNG • PL4NNING • TESTfNCi
A SUHSfDlARY OF
NORTH LOT 2 h/YAT7" ENGINEERING 1NC.
7T20 N. HOWARD 701 THAlN RD.
ARROW SPOKANE WA 99207 LELYISTON, /D 83501
PHONH (509) 728-51 J9 PHONE 1208f 748-2687
-1 F/iX (BD9) 928-0427 PAX (208) 746•6825
DATE INSTALL.ED: 4/23/02
~
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r STUB: OIAMETER: 4° TYPE: A
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0 5 c PROPERTY INVERT ELEV.: ZO29.6
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~ D O C SSMH 3~XO GROUND TO STUB: 8•7'
~ Q l."
~ U Z Z c m i~ Lo c u B.M. ~ r.: 2038.25
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/ D E S C R I P T I O N O F L O C A L B E N C H M A R K:
° ~ v x iN roP cuRe
a Z ~ ~ F
w' Z PRWECT NAME: SUMMERFlELD EAST SCALE: 1 "=40'
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FT. BELOW THRESHOLD•
~ REF. DRAWING NO. 6793003Wr-asb.dwa
z
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° REMARKS:
a~
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F C 0 STREET: CROWN AVE.
i s .
oADDRESS: 14911 E. CROWN AVE.
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i
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o~ e ou N~qR INSPECTOR: HARRY HARTUNG
Z Y ENGINEEHING • SURVEYlNG • PLANN/NO • TEST/NG
A SUBSID//I RY OF
-im NORTH ' WYATT ENG/NEERlNG /NC_ ~
N I220 N. HOWARO 101 7MA1N AO
G ~ ARROW S➢OKANE,WA99207 LEWISTON,lD 87501
PHONE (509) 728-$179 GHONE (208) 706-2661
Y
O ~ FA7( (509) 328-D929 FAX (lOD) 746•6825
a
LOT 3 DATE INSTALLED: 4/23/02
TEE
u-
STUB: DIAMETER: 4 TYPE: A
LENCna: 51. 7'
cl, N I
~
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> ~'S C CR INVERT ELEV.: 2029.4 C-j
~ I q VL+ DEPTH FROM NATURAL 8.81
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w ~ PIPE GRADE: 2%
N ' REF. DRAWING N0. 6793008Wr-03b.dWQ FT. BELOW THRESHOLD
w FlLE NUMBER: HOUSE TYPE:
° REMARKS:
a
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;
V, STREET: CROWN AVE.
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' Z
INSPECTOR: HARRY HARTUNG
_ PLAT BOUNDARY
T. ENGINEEfi1NG • SUAVEYfNG - PLANN/NCi •TESTING
A SUBSIDIARY OF
~ NORTH WYATT EN6INEERING /NC.
N LOT 4 7220 N. HOWARD 101 THAIN RO
C ~ ARROW SOOKANE, WA 89:0f LEINISTON, ID 89501
~ ~ • PHONE (509) 328-5199 PHONE (208) 706-2861
V7
Q FAX (509) 328-0029 FA 08 748- 5
U) ~
DATE INSTALLED: 4/23I02
~
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STUB: DIAMETER: 4" TYPE: A
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0
, .
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~ o 2028.4
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~c~ m v 8
(n DESCRIPTION OF LOCAL BENCH MARK:
~
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~ Z ~
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~ PIPE GRADE: 2%
REF. ORAWING N0. 679 3O O3WP-03 b. dwa FT. BELOW THRESHOLD
FlLE NUMBER: HOUSE TYPE:
REMARKS:
N
~ PARCEL:
~
~
U) C N STREET: CROWN AVE.
ADDRESS: 14821 E. CROWN AVE.
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PLAT 80UNDARY , INSPEC70R: HARRY HARTUNG
~ Z ENG3INEERING • SURVEY)NO • PLANN7NG • TE9TlNO
A SUBSfD/ARY OF
~ NORTH WYA7T ENGINEER/NG INC.
ARROW LO T 5 7220 N HOI'✓ARD 101 ThfAIN qD
C
O NE(509)v3TB~5139 PHONE (?DEJ ~46~Z6B/
PHO 7
.Y V7 ~ FAX (509) 318-0429 FAX (aoaJ 746-6025
Q ~
Q
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DATE INSTALLED: 4/23/02
a
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STUB: DIAMETER: 4 TYPE: A
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.
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m O 2 9 9 9
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~ m cn Z EAST
~ 0 m ~ . , _ _ -
U o ;0
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1D Z Z N LOCAL B.M. ELEV.: 2037.45
C) n ~ DESCRIPTION OF LOCAL BErfCH MARK:
0 `A ~ ~ x uv roP cuRe
~ z ~ . .
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~ PIPE GRADE: 2%
REF. DRAWING N0. 6793003Wf--48 b. dWQ FT. BELOW THRESHQLD
~
FILE NUMBER: HOUSE TYPE:
" REMARKS:
a ~ PARCEL: -
~
E
STREET: CROWN AVE.
~ C y
IJ =
~,zo ADORES5: 14815 E. CROWN AVE.
U1 ~
~ i .
1
40 +
I CA coNTmcroR: ELLER CORPORATION
X IN TOP CURB INSPECTOR: HARRY HARTUNG
o~ _
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~ o
A 9UHS10/AAYOF
ro
VIAEf= LMKH
~ NORTH VI/YATT ENGINEERING INC.
ARROW 1220 N HoWARO 101 7HA1N AD.
O ~ SPOKANE, WA 88107 LEWISTON. ID 83501
~ PHONE (508) 729-5798 FiIPHONE (208) 746-2661
V Q x LO T 6 FAX (509) 718-Od23 X (206) 748.5825
N 4 O
~ - Q
AJ pATE INSTALLED: 4/23/02
TEE
PE: A
S1U8: DIAMETER: 4° TY
~ cr- LENCT+: 47.3' .
o' ~ oo Z
N O cr-
cli D m Q ~ CENTERLJNE STATION: 1 8+37.8
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~ AT PC PROPERTY LINE NO.:
& o o i~ ~ CORNER STA. OF AND DIRECTION TO 17+79.5
1*1 NEAREST MANHOLE:
-0 A m Z N ~ 2~ • SIDEWALK
o ~
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~ O C -
D
~ 27+C ~ 2$ OO CROWN AVE. DEPTH GROUND TO FROM STUB: NATURAL 9•1,
z umi ~ -I ~ ' LOCAL B.M..ELEV.: 2038.38
m o STA: 17+85.51 BURNS)
= Nn m S T A: Z 7- f- 1 Z. 01 C R O W N) DESCRIP110N OF LOCAL BENCH MARK:
=j -u X IN TOP CURB
V Z ~
w' i PRaECr wME: SUMMERFIE4D EAST 4TH ADDI110N SCALE: 1"=40'
PIPE GRADE: 2%
i
REF. DRAWING N0. 6793008Wr-a8 b. dWQ FT. BELOW THRESHOLD
~
FILE NUMBER: HOUSE 7YPE:
~ RElAARKS:
a
~ PARCEL:
~
F
STREET: BURNS ROAD
~ _
~ o~ ADDRESS: 14009 E. CROWN AVE.
tq
U1 cn
c~~ ~ _
~ _ 1 \
coNTMcroR: ELLER CORPORATION
o~ X IN TOP CURB SSMH lNSPECTOR: HARRY HARTUNG
~ Z ENGiNBERING • SURVEVfNG • PLANN/NG • TEST)NG
A SUBSID7AAY OF
'
v C~
ERING /NC.
~ NORTH WYATr ENGINE LIBKH
C~ 'v ARROW p 1220NHOWAqD 101THAlNRD
;c T SPOKANE, WA 89207 LEWI9TON. ID 83301
O
~ U r O PHONH (509) 928-5739 PHONE (208) 746-2667
V!
T F/LC (509) 328-0927 RAX (208) 706-5825
Q
u' LOT 1 CL ~
00 I Q DATE INSTALLED: 4/23/02
~ J ~
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STUB: DIAMETER: 4" TYPE: A
w
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~ `ZO LENGTH: 34. S'
(n
~i O
~i Z o_ I m CENTERUNE STATION: 1$+33
m PROPERTY BACK CURB
cn AT PC LINE NO.:
0 CORNER 111.11
STA. OF AND DIRECTION TO
m c NEAREST MANHOLE: ~ 7-F-79.5
m cn z y. o SOUTH
u, 0 m - ~ o
o;v
U;a v s c SS c,Ni' ~ , INVERT ELEV.: 2OZ8.1
` 0 ~ C ~ ^ DEPTH FROM NATURAL 9'
DO SS H GROUND TO STUB: '7
,c) Z~? N r`$ VC -I LocnL B.M. E~.EV.: 2038.38
~ 0 " P DESCRIPTION OF LOCAI. BENCH MARK.
cn 0 m STA: 17+85.51 (BURNS)
=1 -0 X IN TOP CURB
Z> S~H STA: 27+ 12.01 (CROWN)
w' Z pRO,~ECT ruME: SUMMERFlELD EAST 4TH ADDITION SCALE: 1"=40'
~ PIPE GRADE: 2%
REF. DRAWING N0. 6793003Wr-asb.dwa FT. BELOW 7HRESHOLD
Z; .
FlLE NUMBER: HOUSE TYPE:
REMARKS:
a
~ PARCEL:
E
STREEf: BURNS ROAD '
V)
C y
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ADDRESS: 14803 E. CROWN AVE.
•
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. \
♦ ~
coNTRAcTOR: ELLER CORPORAl10N
1NSPECTOR: HARRY HARTUNG
~ Z ENGINEEfi1NCi • SUAVEYING • PLANNING • TESTINO
A 9UBSIDIARY OF
~
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C ~ 19 1220 N. NOWARO f01 THA1N AD.
~ p ARROW PHONE(509~7H-4 ~9 PHONE ~OB)~70832667
1 ~
O FA7( f509) 328-0429 FAX (208) 740.e813
Q Q
N a
LOT 1 DATE IN57ALLED: 4/23/02
TEE
STUB: DIAMETER: 4° TYPE: A
PROPERTY LENGTH: 42. V
o
CORNER
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z
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u ~ f*1 ~ ~ N NF1►REST MANHOLE:
0 m Z `Lai ~ 1 (~ROW WEST
f
o n c DRYWELLO 26."00 INVERT ELEV.: 2028.0
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D p ~ +1 PuC TOP OF GROUND TO STUB:
;U * Z N SSMH CURB LOCAL B.M. ELEV.: 2037.20
' ZZ
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° N~ ~ / SEWER TOP OF CURB
Q z ~ MANHOLE
w, Z PRaEcr ruME: SU~AMERFlEID EAST 4TH ADDITION SCALE: 1"=40'
~ PIPE GRADE: 2%
REF. DRAWING N0. 67930O3Wr-a8 b. dWQ FT. BELOW THRESHOLD
~
FlLE NUMBER: HOUSE TYPE:
REMARKS:
N
~ PARCEL:
E .
STREET: CROWN AVE.
C ~
~ o ~ ADDRESS: UNPLATTED
J
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lU ~ ~
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4 +
COMRACTOR: ELLER CORPORATION
INSPEC70R: HARRY HARTUNG
~ Z ENGINEERINO • SUNVEY/NG • PLANN7NG •TESTING
A SU8S70lARY OF
NORTH CRpWN AVE• 27+00 WYAT'T ENGINEEFilNG INC. ~
U) S ~ 6 7230 N. HOWAAO lO t THAlN RO,
C 7 ~ Aft ARROW SS H SPOKANE, WA 89207 LEIYI3TON, !D 83501
CJ TyA PHONH (509) 32Hd138 PHONE (208) 7a6-2601
O FAX (509) 328•0023 FdX (20e) 746.6825
~ 52 PVC . "I
STA: 17+85.51 (BURNS)
ssMH STA: 27+ 12.01 (CROWN) DATE INSTALLED: 4/22/02
TEE
Y STUB: DIAMETER: 4~ 7YPE: A
X IN TOP CURB ~NC~ni: 3 6. 0
~ • / U 71
N a ~
o
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~
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U ~ C jI CO~ NEAREST MANHOLE:
NORTH
z (j) m
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N rn ~
0 Q. LOT 3 (n DEP'TH FROM NATURAL 11.3'
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Vo ZZ ~ LOCAL B.M. ELEV.: 2037.42
aG~ f~1 p ~ PROPERTY pESCRIPT10N OF LOCAL BENCH MARK:
N~ ~ CORNER X IN TOP CURB
6 i ~ •
W' Z pRaECT r~tE: SUMMERFlELD EAST 41}i ADD{T10N SCALE: 1 "=40'
plpE GRADE: 2%
Ff. BELAW THRESHOLO
~ REF. DRAWING N0. 6793003Wr-G3b.dWQ
~
U
41 FlLE NUMBER: HOUSE TYPE:
REMARKS:
~
~ PARCEL:
~
E ~ STREET: BURNS ROAD
C cn
o~ ADDRES5: 5223 N. BURNS RQ.
a~ ~ ~ /
\
CONTRACTOR: ELLER CORPORATION
INSPECTOR: HARRY HARIUNG
~ Z ENGINEEF7/NG • SURVEY/NG • PLANN/NG • TESTING
PROPERTY a SuesIoOAAY oF
CORNER ~ LiMm
I 5 $ NORTH ~ WVATT ENG/NE'HRING INC.
C ~ ARROW I ~ 1220 N HOWARD 7077HA(NAp
X IN TOP CURB SOOKANE.4YA99201 LEIY/STON,ID 03501
~ PHONB (309) 378•6139 GHONE (209) 746•2667
i-
Tro FAX (5Q4) 32&O423 FAX (TOD) 740•0825
O
'
N ~ I DATE INSTALLED: 4/22/02
N ~ ~I ! TEE
STUB: DIAMETER: 4" TYPE: A
LOT 2 ~ w
OD LENGTH; 36.5'
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CENTERLINE STATION: 1 6+39.5
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0
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t n~ Z C)\ ~
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V v~ n C Ir~vEar E~r.: 2026.0
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~ (A n m OESCRIPTtON OF tOCAL BENCH MARK:
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Z ~
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~ PIPE GRADE: 2%
~ REF. DRAWING N0. 67930O8WT-OS b. dWQ -tVq FT. BELOW THRESHOLD
FILE NUMBER: HOUSE NPE: N/A
U REMARKS:
a
F PARCEL:
E
C ~ STREET: BURNS ROAD o~ ADDRESS: 5215 N. BURNS RD.
U) 0)
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p~ INSPECTOR: HARRY HARTUNG
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~X IN TOP CURB liff SUB3/OfARYOP
N
MAERlNG JNC.
NORTH,'I
ARRO~f 1220 NHOWAAD 101THAlNAD
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~ ~ PHONE (509) PAX [509) 328-l14Z9 PAJI (208) 740.6828
a S i U
Q DATE INSTALLED: 4/22/02
2 TEE
00 STUB: DIAMETER: 4" TYPE: A
a' 20 LOT 1 In- --Q+ ~ tENCTH: 35.6' ,
~ o tn Z
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O O ~
Z m N rn1 m CENTERUNE STATION: 14-f-68
- g ~ - - ` PROPERTY UNE NO.:
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I'*1 O NFAREST MANHOLE: 14+15
V) n N Z SIDEWALK SOUTH
~ o~ ~ ~ ~ 1_ ~ ►~i
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~ 0 m C AT PC DEPTH FROM NATURAL 11 3'
c D p ~ - ~ - ~ GROUND TO STUB:
Z Z cmn ~ 18+00 LocnL S.M. E~v.: 2036.45
~ N n °m \QUEEN A V E. DESCRiP110N OF LOCAL BENCH MARK:
o Z D STA: 18+74.84 MEEN~ X IN TOP CURB
5- ~
i ~ .
W' Z P R O JE C T NAME: SUMMERFlELD EAST 47H ADDI110N SCALE: 1"=40' ~ PlPE GRADE: 2%
REF. DRAWING N0. 6793008Wr-43b.dwa FT. BELOW THRESHOLD
W FlLE NUMBER: HOUSE TYPE:
T' REMARKS:
LU
~ PARCEL: .
E
V) C N STREET: BURNS ROAD
oX
ADDRESS: 5207 N. BURNS RD. f
~
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\
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0 ~ INSPECTOR: HARRY HARTUNG
~ Z ENGINBEqING • SUAVEYINO • PLANNING • TESTfNG
QUEEN AVE. 18+00 JA ASUHSIDlAHYOP
'U
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N 1270 N. HOWARD 101 7HQfN qD.
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O ~ ^ F,~~ ~ O PHONF (509) 328-5799 GHONP (208) 746-2667
8
Q Q ~ 0 ~ BACK CURB FAX (509) 328-0423 AAX 1200) 740•04925
+ -
` AT PC AND
~ ~ SI~F~DATK 4-i X IN TOP DATE INSTALLED: 4/22/02
OF CURB 7EE
Z STUB: DIAMETER: 4° TYPE: A
n ~ LOT 1 w~ x LENGTH: 39.2'
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Z ' 'i 0 CENTERIJNE STATION; ~ 3+30.9
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cn ~ uNE No.:
N ~ a N STA. OF AND DIRECTION TO 13+09.5
z f~*1 NFI~REST MANHOLE:
" m cn z ~ SSMH 'P SOUTH
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m 2024.9
! 05 + uvvEar E~v.:
n ~ ''I W 0
0 DEPTH FROM NATURAL ,
~ i D O ~ GROUND TO STUB: 1 0• 1
Z umi PROPERTY r - LocnL B.M. ELEv.: 2035. 63
o~ m o CORNER ~
~ DESCRIPTION OF LOCAL BENCH MARK:
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~ z ~
Z PRWECT NAME: SUMMERFlEIlJ EAST 4TH ADDITION SCALE: 1"=40'
~ PIPE GRADE: 2%
REF. DRAWING N0. 6793003Wr-a3b. dWQ Ff. BELOW THRESHOLD
Z) ~
u' FlLE NUMBER: HOUSE TYPE: ° REMARKS:
a,
E PARCEL:
E
C ~ STREET: BURNS ROAD
~I o Q
ADORESS: 5125 N. BURNS RD.
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