28063 PE-1850
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S P O K A N E . C O U N T Y
DIVISION OF ENGINEERING AND ROADS A DIVISION OF THE PUBLIC WORKS DEPARTMEM
Wflliam A. Johns, P.E., Counry Engineer
' December 29, 1999
I
' Jay Logan, P.E.
STI Northwest
3628 E. Ferry
Spokane, WA 99202
SUBJECT: P1850 - Purvis Point
Record Drawings Submittal Acceptance
Gentlemen:
We have conducted a general evaluation of your recent submittal for this project, and we find that this
submittal appears to meet the minimum standards of the Spokane County Standards for Road and Sewer
Construction ("SCRS"). We are, therefore, able to accept your Record Drawings for this project.
A set of stamped prints is enclosed for your use.
Sincerely, W illiam A. Johns, P.E.
Spokane County Engineer -
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Edward . P , r., P.E. Plan Review Engineer cc: Project Sponsor
Project File.
Reviewer
1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 477-3600 FAX: (549) 3243478 TDD: (509) 324-3166
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SOILS, TESTING & INSPECTIO
December 14, 1999 ~GOVNN ENGINEE~S
STI W.O. # 98339 ~ O,t+~Spokane County Engineers Office
OFFtC1AL PUBUC DOCUMENT
1026 W. Broadway ORIGI(VAL
Spokane, WA 99260-0170 "AS• B V 1LYS"
Attn: Mr. Randy Stronks CERTIFiED RECORD DRAWINGS
PRoJECT#: ~105;0 .
Re: Purvis Point, Construction Certification Package DATE ACCEPTED: Zq 0e tf
Dear Randy, .
Please find the following information which is intended to be used by you in the certification and acceptance .
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process for Purvis Point. ,
1. A three-ring bound set of inspection and testing reports for the work constructed. lncluded within
this binder are the following sections which document the scope and nature of the inspection work
provided.
A. Correspondence
B. Test Reports
C. Daily Reports
2. A set of mylars and two bond copies for your files. Please note that these mylars are new mylars
("Record Drawings") and should replace or supplement the mylars that you currently have for this
project.
It should be understood that this submittal provides certification for the initially constructed items associated
with this project. This certification only implies that the items shown were substantially built as designed,
and only valid the day the as-built survey and visual certification were performed by this engineer. This
certification makes no guarantee that other construction activities associated with overall plat build out such
as home builders or new home owners have not in fact dislodged, destroyed, filled in or in any manner
affected any of the items certified. It should be noted that this letter does not relieve the contractor or
developer from the warranties implied within their bonding documents.
Should you have any questions or comments related directly to the certification package submitted please
do not hesitate to call.
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Sincerely,
STI Northwest •
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, ay VV. Logan, P.E. ExPIRES 06/14/0I
3628 E. Ferry • Spokane, WA 99202 4'Phone (509) 534-9711 • Fax (509) 534-9755
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INLAND PACIFIC ENGINEERING - TRANSMITTAL .
707 W. 7th Avenue, Suite 200 Spokane, WA (509)458-6840 Fax (509)458-6844 ~
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Description:
• Xerox Prints 0 Copy of Letter ■ Construction Cost Estimate
• Original Drawing 0 Contract Documents ❑
• Work Authorization 0 Report 0
No. Copies Description
1 each, Construction Cost Estimate with hourly breakdown
1'each, Testing and Inspection letter from Spokane County
Purpose
■ Information 0 Review & Comments ■ Per Your Request
0 Written Approval Signature & Return
Remarks . ~
Mike - Per your request I have enclosed a copy of my construction inspection cost
estimate with the hourly breakdown. I have also enclosed a copy of the testing
frequency and standards established from a letter from Spokane County. We are
using the letter as a guide for contro( of the inspections. ~
_ If you have any questions, please feel free to give me a call.
Si9ned:
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S E P 11 1995
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S P O K A. NE ~ C O U N T Y :~--OFFlCE OF THE COUMY ENCWEER • A DNI.SION OF 77-lE PUBUC WORKS DEPARTMFNT
Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., Director .
August 8, 1995 Bruce Howard
o~
Inland Pacific Engineering, Inc. -
707 West 7th, Swte 200
Spokane, WA 99204 Subject: Inspection & Certifcation of Road and Drainage Facilities _ -
Dear Bruce.
A clarification was requested regarding what the County requires for the inspection, certification and preparation of
Record Drawirigs plans of the construction of road and drainage facilities.
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Inspection, certification, and Record I?rawings are required in accordance with the current Spokane County
Standards for Road and Sewer Construction, Section 9.0. Site construction inspections and monitoring, material
testing, and reporting, need to generally follow the WSDO'F ConstructYon Manual (M41-0 1).
A brief, overall description of what needs to be addressed by the sponsor's Engineer for inspectioq certification and
submitting Record Drawuigs are listed beIow. '
Raad Construction Insnection & MonitorinQ
Earthwork -cut "I'he Engineer needs to examine each newly exposed cut as soon as possible after it is opened, an
inspection of the cut slopes and ditch cuts to locate any objectionable foundatioa materiaLs or faulty
.
drainage coaditions which need to be corrected. Objedionable materials are those having
characteristics which may cause an unstable subgrade. If objectionable materials are found, the
Engineer needs to immediately recommend corrective-measures. and coordinate their efforts withthe
County. '
Earthwork- For placement of structural fill under rvadways and facilities, the Engineer needs to monitor the
compaction material, lift thiclaness, testing of moisture content aad compacted density for each lift„ and note
compaction equipment used The maximum density and optimum moisture content shall be
determined prior to placement of fill, and relative density of eacli tift is to be reported by the .
Engineer through an inspection report. The Eng'uuieer shall test for in-place deasity at a frequency
of approximately one test for 5,000 square feet of structural fill surface area.
Subgrade The subgrade sha[i be uaiformly compacted to the density specified. The Engineer shall test for .
- in-pIace density at-a frequency of approximately one test for each 200 linear feet of twatane
roadway or equivalenL 1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3166
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Letter to Bruce Howard page 2.
August 8, 1995 .
Bases Compaction testing of each layer of material is needed. During constructian, each Iayer of
surfacing material shall be checked for comptiance with density, specifications at the latest time
practical before the next layer of material piaceci. Field tests for each layer placed is to be done at
a frequency of approximately one test for each 200 linear feet of two-Iane roadway or equivalent.
Upon comptetion of placing and compacting of each surfacing section, and before construction of
the surface treatment or pavement the Engineer sha11 ascertain the depth of the total surfacing and
base course section by checking the depth under each traffic lane at intervals not to exceed 200
linear feet, measured along centerline.
Pavement The:Engineer shall prepare-a written record of paving operatioas, including adequacy of base
materiat, tack coat applicatioq spreading and finishing; and compaction. The Engineer shall
submit a report showing how the Contractor conformed to compaction and placement requirements,
Concrete Curbs & Sidewalks -
The Engineer shall note what methods were used by the Contractor to insure that the foundation for
curbs and gutters were thoroughly compacted and watered prior to concrete placement. The
Engineer is to record the type and condition of the formwork as it pertains to specification -
requirements. The Engineer is to also record conerete placement methods and curing procedures:
Recording of the weather conditions during concrete placemeat is also important.
Drainage The Engineer is to go over the project, particuiarly during severe storms, closely observing the
quantity a.nd action of the storm water runoff to determine suffciency of the storm drainage system.
The placement of curbs, grates and culverts need to be placed at the proper elevation to insure adequatedrainage of storm runoff. If underground streams and seepage zones are encountered,
which were not anticipated or accounted for in the design, or if any other portion of the drainage
system appears to be inadequate in the opinion of the Engineer, the Engineer shall notify the
County, the Sponsor and the Contractor immediately. The Engineer shall diligendy coordinate with
these various parties ia developing mitigative measures to address the problem. For construction of pipes and drainage strucbres, the Engineer shall check for conformanoe with the plaas and
specifications on the coadidon and methods of the pipe foundation, bedding, backfill and pipe
. grades. _
Erosion Control If an erosion control plan has been required for this project-ffie Faigineer shall record what erosion
and sedimentation control measuces were implemented by the.Contractor, and what sequence in the
construction prooess. Note when silt fences, sediment trapstponds are installed, construetion
entranee's, and how well they are maintained throughout tbe duration of constructioa If
dowastream properties is impacted by siit deposition from site con,struction, the Engineer needs to
record when it oocurred and what mitigative measures were initiated to correct the problem.
Material Testing
General: . The Engineer must see that his inspectors are equipped with the proper tools to test and inspect
materials and that arrangements are made.to insure that material samples are representative,
accurate and complete. It is imperative that the Engineer keep the Contractor informed of test
. results at all tunes. If the material being produced does not-meet the requirements of the
specifications, the Contractor must be informed immed.iateIy that is unaeceptable, so that corrections can be made. The Engineer must keep a record of daily test results. The Engineer shatt
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• Letter to Bruce Howard page 3.
August 8, 1995
conduct sampling and testing as often as necessary each day of construction.
Aggregates Gradation and material testing and reporting of the rock material for conformance with the
SpeciGcations is needed for each materiat used. The Engineer is to watch for segregation of
materials during all stages of manufacture, hauling, and placement.
Pavements The Engineer shall test for, as a minimum, material gradation, Marshall test of the asphalt, and
asphalt content. -
Concrete Curbs & Sidewatks The Engineer shatl ascectainthat the concrete work meets the'requirements of the specifications,
including but noc limited to, testing for compressive strength, ai.r entrainment, and slump.
,Submittals gnd ReDorting to the Countv, .
Inspection reports, materia[ testing reports, and Record Drawings are to be submitted to the County upon the
completion of each phase of the projecL When the Engineer finds the construction work not in conformance with
the plans and specifications, he shall notify the Contractor and the Sponsor immediately of non-conforming work. In
the event the Contractor fails to immediately correct the defective work, it is the responsibility of the sponsor to '
rectify the sitvation. In the event the Engineer fmds the need to revise the plans at the time of constructioq helshe
- shall immediately notify the County of his/her intention, and shall coordinate their efforts with the County, the
sponsor and the Contractor. Uniess there is an immediate danger to life or property, the Spoosor is required to
obtain written accepta.nce from the Sponsor's Design Engineer of ptan changes prior to imptementation and shatl
forward a copy of the approved plan changes and related calculations, to the County Engincer.
Tbe inspection reports, material testing reports, and Sponsor's Design Engineer Record Drawings are to be
sufficiently complete so as to ctearly demonstrate that every aspect of the project is in conformance with the plans
and specifications. The Engineer is to submit the reports and plans to the County in an organil,ed and complete
manaer, with the sponsor's Engineers/Surveyors certification statement
The Record I?rawings need to reflect what was actualty instalted and constructed. Any changes in elevatioas and
horizontal location of pavements, curbs and drainage structures, which are outside of normal construction
tolerances, would need to be identified in the Record Drawings.
We hope this information hel'ps ciarify what is expected of the sponsor's Engineec for inspection and ccrtification of
the coastruction project.
Sincerely, Sincerely,
Spokane County Public Wor Spokane Coun-t-v Public Works
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Bill Johns, P.E. Bill Hemmings, P.E.
Acting County Engineer Development Services EngineerlManager
cc: Tim Frank - Grcenstonc Corp. .
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~~5/21/98 12:15 '8'509 467 9771 TOMLINSON NORTH (g001
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Tvttilinsun !3lnc1► Nvrth. Inc, ~
BlOS N Division _
SPokone. ;Yo_ 99208 Justthe
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Phone: (509)-467- i 400 ~
Fax: (509)-467-4771 f~ 44 FAX
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9 Pages (incl. coVer) Fi-om: ` .
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RenraYks: ,
CC: Llst tnit~ts
_JE71 19
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CONFIDEN'TIAL[TY NOTE: The dacuments accompanying this facsimile transmission contain
inforntation from the above Real Estate ofl'ice which 'ss confidential and/or privileged. This inforrnation is
intended only for the use of the individual or entity named on this transmission sheet. If you are not the
intended recipient, you a.re hereby notified that any disclosure, copying, dtstribution, or the taking of any
~ n in reliance to the contents of this facsirnile transmission is strictly prohibited, and Ehat the documents
shoutd be returned to ihe sender immediate}y_ In this regard, if you have received this facsimite in error,
please notify us by telephone immediately so that we can acrange foc the return of the original documents to
us at not cost to you.
Va7/L1/v0 1G.1J (jJV.7 YV! .y//1 1V171L1f►7v11V1111] lR VVL
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SO/LS, TFSTING & INSPECTlOIV
WORK AUTHORIZATION AMENDMENY TO ATTAGHMENT "Ap
DETAILEO DESCRIPTION OF WORK (3/5198)
Meadowland
{20 Res. tots with 1,6701.f. ot Public Road tmprovements)
Gonstruction Inspection
IPE! STI iVorthwest W.O. # 98339
STI Northwest will perfarm Construc#ion Inspection and Materiat Testing services as outlined
below and charge for said services on the basis of time and expense.
A. ROAD and SEWER CaNSTRUCTION INSPECTtON eF:
1. Earthwork and subgrade preparation.
2. Placement and compaction of all base material, and pavement.
3. Placement and compaction of sewer backfill.
4. Verification of Side Services, ar►d market posts.
5. Curb and sidewalk installation.
6. Drywells, inlets, and general faCiiities.
7. Temporary drainage facilities.
8. Erosion control.
9_ Cootdination with Spokane County.
10. Preparation and submittal of street and drainage "Record DrawingsA, prepare
and submit sewer °Record Drawings". 11. Soil and material testing for compaction and backfill for rtems f thru 5.
B. Direct Expense 1. Nfileage a# $0.30 per mile.
707 W. 7th Avenue, Suite 200 9 Spokane, WA'99204 a Phone (509) 458-6840 • Fax (509) 458-6844
U5/11/NZf 1'L:lti 'tySUU 467 9771 '!'Ul11LU45UlV NUK'1'li t¢JVU3
Inspection
page 2
2. DESCRIPTION OF WORK
tnspection by STI Northwest personnel or other agency personnel shall not relieve the
contractor of his responsibility to construct the facilities covered by this agreement to the line
and grade shown on the approved plans or as staked by the engineer. This contract
agreement does not include construction management, scheduling ac#ivities, or preparation of
irrigation yRecord DrawingsA as required by Spokane County for final acceptance of the street
and drainage plans.
1. The scope of these construction engineering services includes:
A) Periodic obsenration and reporting of specific construction activities on this
project which include; Sewer, Subgrade, 6ases, Pavement, Concrete Curb and
Gutter, Sidewalks, Storm Drainage, and Material Testing;
B) Nlaintenance of all constructiQn records related to construction activities outlined
in paragraph "Av above, which may include; daity inspection reports,
manufacturers' certifications, materiai test tepotts, and correspondence;
C} Assurance that the construction of the roads is according to the approved plans
accepted by the Spokane County Engineer, Spokane County General
Provisions, the Standard Specifications, and applicabie portians of the VNSDOT
Construction Manual;
D) Development of Post Construction Record Drawings for Sewer, S#reet and Storm
Drainage Facilities; it is understood the facilities inspected by firms other than
STI Northwest will be certified by those firms in a form acceptable to Spakane
County;
E) Coordination of the testing of construciion materials for compliance
to the plans accepted by the Spakane County Engineer, Spokane
County General Provisions, the Standard Specifications, and -
applicable portions of the WSDOT ConstruCtion Manual.
2. Prior to accEptance of the roads and drainage facilities by Spokane County, the
Engineer shaf I submit all construction records and the Record Drawing ta the Spokane
County Engineer. 3. The effort to complete inspection and certifrcations in accordance with Spokane County
requirements vaties widely artd is closely related to how well your contractor plans his
ac#ivities, communicates with our inspection sta#f, and the quality of his work. A pre-
construction meeting with the contractor, project sponsor, and STj stafF is strongly
recommended prior to commencement of any construction activity. This meeting wiii be
held to determine the schedule, client contact, owners representative, and payment
responsibility for re-inspection charges for incomplete or inadequate work.
05/21/9$ 1'l : 17 la5U9 467 9771 7'U141LttvJUtv PiUKl'N igj uuq
Inspection .
page 3 STI Northwest will provide as much sail and materials testing in house as possible, 'but will nat
hesitate to use autside consuitants where their specialty is required. 1lVe feet we can provide
better service in quality controi, and streamline the inspection process as required by
Spokane County.
1Me have a nuclear densometec for compaction testing that rents ouf an ari houriy basis. The
s4il and material testing is billed on a time and expense basis. A monthly invoice will be
prepared and sent to you for the inspection and matefials testing. The amount of testing is
impossible ta anticipate, and will require your contractor and oonstruction manager to
c.eordinate witli our inspection dopartment. As you know, there are some soil and rnatecial
testing guidelines required by Spokane County, but the requirements are only the minimum
and additional testing may be required.
The services described herein wil{ be performed as needed and biiled on the basis of time and
expense as outlined in the maximum hourfy billing rates b' b cla-q5ifiratiaajn~dude.d in the
Work Authorization. You should budget . or the inspection services ou#fined above
on a one time basis, and you should budget $1,600.00 for soil and rnaterial testing. Mike
Hume agrees to provide to STI or aRange for appropriate cer#ifications fcom other fcrms and to
include provisions in their construction contracts to back charge their contracior for the cost of
STI services which rnay be required for re-inspection or re-testing of facilities which faited to
rneet the required standards. Biilings for said re-inspections will be carefully identified on
STI's billing to Mike Hume. Mike Hume will be responsible to back charge their contractor.
It is also understood that no work shal{ commence within any portion of the- proposed Spokane
County Right of Way without first obtaining a written permit and approved plans from the
County Engineer. 1t is also understood that any project facilities constructed without adequate
inspection and documeritation by STI Northwest will be removed and reconstructed in
accordance with approved projeci plans and Spokane County Specifications, or ST1 will not be
responsible for project certification or subrrissian of record drawings to the Caunty Engineer.
Accepted: STt Northwest Accepted: Mike Hume .
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. 7
. ~
INLAND PACIFIC ENGINEERING, INC.
707 W. 7th Ave., Suite 200, Spokane, WA 99204 (509) 458-6840 Fax: (509) 458-6844
TO : SPOnfiE C(3ITliTy EgGI1jEERS 10/ 13 / 9 8
I026 W Broadway DATE:
Spokane WA 99260
I.P.E. PROJECT 98339
' ATTENTION: PROJECT NAME: M-atinWlan~
Description Xerox Prints M~ Copy of Letter M~
M~ Original Drawing M~ Contract Documents M~
M~ Work Authorization M ~ Report r ~
No. Copies Description
3 Daily Inpsectcion Beports #I through #Z. For the period of 11/5/98 thraugh 11/9/98.
PUrpOSe
M xA Information M~ Review & Comments M~ Per Your Request
MI Written Approval Signature & Return M~
Remarks
Signed: Shannon Barratt ,
cc: Eller Corporation ,
D:\TRNSMT.PMS
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~
- INLAND PACIFIC ENGINEERING, INC.
707 W. 7th Ave., Suite 200, Spokane, WA 99204 (509) 458-6840 Fax: (509) 458-6844
TO: SppgANE COUNTY ENGINEERS
1026 W BROADWAY DATE: NOZMIBER 20 p 1998
SPORANE WA 99260
I.P.E. PROJECT 98339
ATTENTION: PROJECT NAME: MEanowz,ArD
DeSCrlptlOri
~X~ Xerox Prints M~ Copy of Letter M~
M~ Original Drawing M~ Contract Documents M~
M~
M~ Work Authorization M~ Report
No. Copies Description
1 DAILY INSPECTI0N REPORTS #3 THROMH #7 _
FOR THE PERI4B OF 1I/I1/98 THROUGH 11/1R/98.
PU1pOSe
- bWInformation M~ Review & Comments M~ Per Your Request
M~ Written Approval M~ Signature & Return M~
Remarks
Signed: SHANNON BA,RRATT
CC: ELLER C4RPORATION
D:\TRNSMT.PMS
INIC.AND PACIFIC ENGINEERING
707 West 7th Avenue, Suite 200 .
Spokane,_WA 99204
Telephone: (509) 458-6840 FAX: (509) 458-6844
FAX TRANSMITTAL DATE:
NO.OF PAGES. ~ Uncludrng cover page)
TO: gr2A FAX
COMPANY: 0CLj-
PHONE#:
v
FROM: JOB
~ -
PROJECT NAME:
ORIGINAL IlV MAIL: ❑ YES ❑ NO
NOTES:
~ •
, .
yQ~,d G /j-i
.;le91100" - -
~
.
REV_ 5/97 O:\FORMSIFAXSHEE'I'.WPD
~ INLAND PACIFIC ENGINEERNG
707 West 7th Avenue, Suite 200
Spokane, WA 99204
Telephone: (509) 458-6840 FAX: (509) 458-6844
Fi4X TRANSMI TTAL ,
DATE: ~ March 22, 1999 NO.OF PAGES: Including Cover Sheet
;
< < .
.
TO: Mike Hume } FAX NO.: ~ 467.9771
~
COMPANY: ` Tomlinson Black ` PHONE NO.: ~ 467.7400
..................rr.................................................................................
FROM: Bruce Howard JOB NO.: 9$339
~..9.
~.3 .
PROJECT NAME: { Meadowiand Construction Inspection
ORIGINAL IN MAIL: O YES yt NO
NOTES: ~
Mike -
Per your conversation with Todd last week, I have pulled the billing for the above mentioned
project. My records indicate we have billed to date a total of $2,207.95 for inspection to date.
ir contract has basic services amount of $7,400.00. Our record show we are well below the
c:ontract amount. If you have other documentation indicating an error on our part, please let
me know as soon as possible.
We are currently observing the curb pour this morning.
If you have any further questions, please give me a call.
Bruce A. Howard -
. ~ . 7
~
INLAND PACIFIC ENGINEERING, INC.
707 W. 7th Ave., Suite 200, Spokane, WA 99204 (509) 458-6840 Fax: (509) 458-6844
~ - -
~ ~
TO:
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Description
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M~ Work Authorization Mxil Report
M ~
No. Copies Description
~ DAiLY INSPECTiQN REPORT 19 ~
~ ~ERIOD OF 3/16/99.
PurpOSe
Information M~ Review & Comments M~ Per Your Request
M~ Written Approval M~ Signature & Return M~
Remarks ~
~
Signed: ~HANNON B-A"AT7 ~
cc: ~OMI:~~~N MACK ,
D:\7RNSM't.PM5
INLAND PACIFIC ENGINEERING, INC.
707 W. 7th Ave., Suite 200, Spokane, WA 99204 (509) 458-6840 Fax: (509) 458-6844
'~+R-L~G'Q'3.3ebie~o
TO• SPL.: ,(~O~ rr
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Description
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Work Authorization MXXI Report M~
~
No. Copies Desc "ription
D~ILY IN5PECL'I~~ ~POR7`iS 'grI€k T"s~.ROUGH #13-j
~ERIOD OF 3/291g~ ~RROU"C'MM126199s ,
PLirpOSe
M 74 Information M~ Review & Comments M~ Per Your Request
MI Written Approval M~ Signature & Return M~
Remarks
Signed: ~~~~~N B"RATR ~
cc: TOM~~~~~~~ B1A,1-'M ,
D:1'IRNSMT.PM5
. q~G~~coy9
~a y
- a ~
NORTHWEST ~OFA
- MER
SOILS, TESTING & INSPECTIOIV
May 20, 1999 .
STI W.O. #98339
Spokane County Utilities Department
1026 W. Broadway Spokane, WA 99260-0170
Attn: Bilty Urhausen
Re: Meadowland: Bond Reduction Request
Dear Billy,
All work associated with the air and mandrel testing has been completed in substantial conformance
with the plan set and specifications. At the request of our client, M'ike Hume, we request a reduction
of all associated sewer construction bonds for any related work associated with this project.
If you have any questions concerning this issue, please feel free to.contact me.
Sincerely,
STI Northwest
Bruce A. Howard
Principal
cc: Mike Hume
3628 E. Ferry • Spokane, WA 99202 * Phone (509) 534-9711 • Fax (509) 534-9755
. ,
CONTAACTOA t~ Abll~dN -
~
INSpECTOR'~;~-c~c,~k..~.►
~ ~r4 .
c~ Z NORTH COMPANY SPQKANe C O uN T y
ARROW
DATE INSTALLEa -7 I 6
c D tlG ~ ` % TYTEE
~ M STUB: DIA,
PE ~
o m LENGTN
m C
0 CENTEALINE STATI4N -L!±(
Z
PM Jos# ~ LINE N0.
~ CC: Lisl Inilials STA, OF AND DIAECTION TO
V NEAAEST MANHOLE i ~ +q`T ► $ 166u-~1
o Z ~ a INVERT EL, Xd Sb. 40
mcn n + ~J DEPTH FAOM NaTURAI
nm o I ~
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on ~
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cn m 1"w ' ~ 'i~', FT. BELOW THRESHOLD
E 'i PAOJECI' NAME: A f f L E VA ~ L~ Y
HOUSETYPE: !ra..
REF, DRAWING N0,
o AEMAAKS
co FILE NUMBEA: 4
cn
N CZa PARCEL, 4 51 13 / 9D N z2~C,5 ~~o t
, -9
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ADDRESS: V ACA 1V°f
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o ~ ~b •
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~ -Zi PROJECT NAME: APJ~L vAL Le' Y
HOUSE TYPE:~A.
m ~ AEF, DAAWING N0, AEMARKS
m
co FILE NUMBER: T64
0)
I z = pARCEI: 4 S 2 / 3 ct0
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ADDAESS: YACAhI T' r
_ . ~ ~.o-tm
h ~
~ ¢ -"i
NORTHWEST f•~f Sa~'~
- AME~
SOILS, TESTING & INSPECT/ON
June 10, 1999
STI W.O. # 98339
Spokane County Engineers Office
1026 W. Broadway
Spokane, Wa. 99260-0170
Attn: Mr. Randy Stronks
Re: Meadowland, Construction Summary
May 31 - June 4,1999
Mt. Crest: Contractor
Mike Hume: Developer
Dear Randy, .
This letter transmits the general construction activity that occurred on site during the time listed
above. This letter is not intended to replace the construction daily report produced by STI
Northwest or its staff, but it does transmit the general information concerning the construction
activity. Any item that may be listed below may or may not be in compliance with the plans and
specifications. This letter is not intended to be a submittal for acceptance. It is for informational
use only.
• No activity this week.
If you have any questions or comments concerning any of the items listed above, please feel free
to give me a call.
Sincerely,
STI Northwest
er
Bruce A. Howard
Principal
3628 E. Ferry 9 Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755
0
a ~
- ~
NORTHWEST
AMER
SO/LS, TESTING & INSPECT/ON
lune 15, 1999
STI W.O. # 98339
Spokane County Engineers Office
1026 W. Broadway
Spokane, Wa. 99260-0170
Attn: Mr. Randy Stronks _
Re: Meadowland, Construction Summary
June 7 - June 11,1999
Mt. Crest: Contractor
Mike Hume: Developer
Dear Randy,
This letter transmits the general construction activity that occurred on site during the time listed
above. This letter is not intended to replace the construction daily report produced by STI
Northwest or its staff, but it does transmit the general information concerning the construction
activity. Any item that may be listed below may or may not be in compliance with the plans and
specifications. This letter is not intended to be a submittal for acceptance. It is for informational
use only.
• No activity thi s week.
If you have any questions or comments concerning any of the items listed above, please feel free
to give me a call.
Sincerely,
STI Northwest
V'4 f.
~ ~
Bruce A. Howard Principal
3628 E. Ferry • Spokane, WA 99202 9 Phone (509) 534-9711 • Fax (509) 534-9755
0
h ~
. ~ _~-1
NORTHWEST-
SOILS, TESTING & INSPECT/ON July 1, 1999 STI W.O. # 98339
Spokane County Engineers Office
1026 W. Broadway
Spokane, Wa. 99260-0170
Attn: Mr. Randy Stronks
Re: Meadowland, Construction Summary
June 14 - June 25,1999
Mt. Crest: Contractor
Mike Hume: Developer
Dear Randy,
This letter transmits the general construction activity that occurred on site during the time listed
above. This letter is not intended to replace the construction daily report produced by STI
Northwest or its staff, but it does transmit the general information concerning the construction
activity. Any item that may be listed below may or may not be in compliance with the plans and
specifications. This letter is not intended to be a submittal for acceptance. It is for informational
use only.
• No activity this week.
• Construction Punchlist is being created by STI NOrthwest.
If you have any questions or comments concerning any of the items listed above, please feel free
to give me a call.
Sincerely,
STI Northwest • '
~
Bruce A. Howard
Principal
3628 E. Ferry • Spokane, WA 99202 o Phone (509) 534-9711 • Fax (509) 534-9755
o~~pGENE~~,oy~
- ~
- NORTHWEST
- AMER
SO/LS, TESTING & 1NSPECTION
July 6, 1999 STI W.O. # 98339
Spokane County Engineers Office
1026 W. Broadway Spokane, Wa. 99260-0170
Attn: Mr. Randy Stronks
Re: Meadowland, Construction Summary
June 28 - July 2,1999
Mt. Crest: Contractor
Mike Hume: Developer
Dear Randy,
This letter transmits the general construction activity that occurred on site during the time listed
above. This letter is not intended to replace the construction daily report produced by STI
Northwest or its staff, but it does transmit the general information concerning the construction
activity. Any item that may be listed below may or may not be in compliance with the plans and
specifications. This letter is not intended to be a submittal for acceptance. It is for informational
use only.
• Construction punchlist items being addressed.
No deficiencies to report at this time.
If you have any questions or comments concerning any of the items listed above, please feel free
to give me a call.
Sincerely,
STI Northwest
Bruce A. Howard
Principal cc: File
3628 E. Ferry • Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755
O
os~oG~E~cy9
lw h ~ 9
- NORTHWEST . ~fAMER~~~' •
SO/LS, TESTING & INSPECTION
July 12, 1999 '
STI W.O. # 98339
Spokane County Engineers Office
1026 W. Broadway
Spokane, Wa. 99260-0170
Attn: Mr. Randy Stronks
Re: Meadowland, Construction Summary
July 6 - Juiy 9,1999
Mt. Crest: Contractor
Mike Hume: Developer
Dear Randy,
This letter transmits the general construction activity that occurred on site during the time listed
above. This letter is not intended to replace the construction daily report produced by STI
Northwest or its staff, but it does transmit the general information concerning the construction
activity. Any item that may be listed below may or may not be in compliance with the plans and
specifications. This letter is not intended to be a submittal for acceptance. It is for informational
use only.
• Lester Johnson Co. performed sanitary sewer flushing to take care of punclist items
• Flushed lines are: Existing MH in 12thto MH #1, MH #1 to MH #2, MH #2 To MH#3,
Mh#3 to MH #4
No deficiencies to report at this time.
If you have any questions or comments concerning any of the items listed above, please feel free
to give me a call.
Sincerely,
STI Northwest
Bruce A. Howard
Principal cc: File
3628 E. Ferry s Spokane, WA 99202 9 Phone (509) 534-9711 • Fax (509) 534-9755
. osEp6EHERq~cy9
0
NORTHWEST • ~FAMER~'~'• .
~
S41LS, TESTING & lNSPECT/ON
July 19, 1999 "
STI W.O. # 98339
Spokane County Engineers Office
1026 W. Broadway
, Spokane, Wa. 99260-0170
Attn: Mr. Randy Stronks
Re: Meadowland, Construction Summary
July 12 - July 17,1999 .
Mt. Crest: Contractor
Mike Hume: Developer
Dear Randy,
This letter transmits the general construction activity that occurred on site during the time listed
above. This letter is not intended to replace the construction daily report produced by STI
Northwest or its staff, but it does transmit the general information concerning the construction
activity. Any item that may be listed below may or may not be in compliance with the plans and
specifications. This letter is not intended to be a submittal for acceptance. It is for informational
use only.
• No activity this week.
No deficiencies to report at this time.
If you have any questions or comments concerning any of the items listed above, please feel free
to give me a call.
Sincerely,
STI Northwest
l
Bruce A. Howard Principal
cc: File
3628 E. Ferry o Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755
INLAND PACIFIC ENGINEERING - TRANSMII`TAL
707 W. 7th Avenue, Suite 200 Spokane, WA (509)458-6840 Fax: (509)458-6844
Op.
TO: Spokane County Engineers DAT : J y 2-~~ 999
1026 W. Broadway -
Spokane, WA 99260 .P.E,C. PROJ ~ 83K39
ATTENTION: Biily Urhausen PROJ C AM : Meadowiand
Description:
■ Xerox Prints 0 Copy of Letter D Final Plat
0 Original Drawing 0 Contract Documents ■ Sepia Mylars
O Wor1c Authorization ❑ Report ❑
No. Copies Descripfion
3 copies Sewer As-builts for Meadowland - 1 mylar copy, 2 bond copies
Pu rpose
■ Information D Review & Comments ❑ Per Your Request
■ Written Approval O Signature & Return
Remarks
Billy - Please accept these record drawings for the sewer system at Meadowland.
Please note that the information was placed on these drawings prior to our
discussions regarding the format for recording the as-built information, therefore
the information is recorded from the downstream manhole instead of from the
nearest manhote. A significant amount of work would be required to change the
information on each lot. I apologize for any inconvenience this may cause,
however this should be the last set of as-builts that we turn in this way.
Signed:
~John McKenrey
ti y
NORTHWEST
- FAMERic
SDILS, TESTING & INSPECTION
August 2, 1999 STI W.O. # 98339
Spokane County Engineers Office
1026 W. Broadway -
Spokane, Wa. 99260-0170
Attn: Mr. Randy Stronks
Re: Meadowland, Construction Summary
July 26 - July 30,1999
Mt. Crest: Contractor
Mike Hume: Developer Dear Randy,
This letter transmits the generai construction activity that occurred on site during the time listed
above. Th.is letter is not intended to replace the construction daily report produced by STI
Northwest or its staff, but it does transmit the general information concerning the construction
activity. Any item that may be listed below may or may not be in compliance with the plans and
specifications. This letter is not intended to be a submittal for acceptance. It is for informational
use only.
• Street and drainage punchlist items currently being completed.
No deficiencies to report at this time. If you have any questions or comments concerning any of
the items listed above, please feel free to give me a call. Sincerely, STI Northwest ,
-
Bruce A. Howard _
Principal
cc: File
3628 E. Ferry 9 Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755
• Y~~ e
NORTHWEST
- ~A►lES~
September 2, 1999 SOILS, TESTING & INSPECTION
STI W.O. # 98339 'Tomlinson Black Realty
N. 8205 Division
Spokane Wa. 99208
Attn: Mr. Mike Hume
Re: Meadowland Lots 15, and 16, Block 2
Dear Mike,
- As per your request, I am writing this letter in reference to the above mentioned lots. As you
know these two lots fronting Pierce Road were used during the Apple Valley Sewer project for a
staging area and storage for miscellaneous consiruction materials for this project. At the
conclusion of the work last fall, the construction debris and a number of manhole sections,
adjustment rings, and garbage.was left on site. These items should have been cleaned up during
the demobilization for the Apple Valley Sewer project.
It has come to my attention the construction debris has been cleaned up and hauled away at your
expense. It is my opinion the fees associated with this clean up work should be reimbursed to
you.
Should you have any questions concerning this issue, please feel free to give me a call.
Sincerely,
STI Northwest
. i~f?Lltt ~
l~'a
Bruce A. Howard Vice President
file no AfMiau or ci.c nssodaces L=
3628 E. Ferry • Spokane, WA 99202 • Phone (509) 534-9711 0 Fax (509) 534-9755
- ~ ~
NORTHINEST
September 23, 1999 SO/LS, TESTING & 1NSPECTION STI W.O. # 98339 Spokane County Engineers Office .
1026 W. Broadway
Spokane, Wa. 99260-0170
Attn: Mr. Randy Stronks .
Re: Meadowland, Construction Summary
September 13 - September 17,1999
Mt. Crest: Contractor
Mike Hume: Developer
Dear Randy,
This letter transmits the generai construction activity that occurred on site during the time listed
above. This letter is not intended to replace the construction daily report produced by STI
Northwest or its staff, but it does transmit the general information concerning the construction
activity. Any item that may be Iisted beiovv may or may not be in compliance with the plans and
specifications. `This letter is not intended to be a submittal for acceptance. It is for informational
use only.
• Side sanitary sewer into lots 15 and 16 were installed.
• The trenches for .the side sewers were backfilled and tested for compaction requirements. No deficiencies to-report at this time. If you have any questions. or comments concerning any of -
the items,listed above, please feel free to give me a call. .
Sincerely, .
STI Northwest _ . R
~ •
Bruce A. Howa.r*d .
Principal cc: File
M ASiliate of CLC Assodates Ina
3628 E. Ferry o Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509)'534-9755
.r;..
• Ar,,. A ~
~
_ a + .
a ' -
t l l ~L_ L--
9~ l
a--.. ~ ~ _
- i -
CLC Associates Inc. 707 West 7th Suite 200 (509) 458-6840 '
Spokane, WA 99204 (509) 458-6844 Fax
Rowtg
r~ Spokane, WA • Denver, CO
Pt~mifag •Dgimcrinb •ArcWteeturc •i.andscnpe Atrhicectnn. LmdSurvqft T ra n s m i tta
Date: November 4, 1999 - Phone No. 477.3604
W.O. No.: 98339 Fax No. 477.4715
To: Spokane County Utilities Department
1026 W. Broadway
Spokane Wa. 99260
Attn: Billy Urhausen - Re: Meadowland Sewer Record Drawings and Certification Letter
Transmittal of the Followinq:
Notes: Billy,
Please find enclosed the following information for final acceptance for the above
mentioned project;
Utility Construction Completion Letter
Spokane County Punchlist Dated 7/1/99
2- Side Service Connection U-16 Sheets for lots 15 and 16, Block 2
Sewer Record Drawings Sheets 1-3 (Mylar) ;
Sewer Record Drawings Sheets 1-3 (Bond)
If you have any questions concerning this submittal, or need any additionat information,
please feel free to give me a call.
Sincerely, CLC Associates, Inc.
e--z ZU." A 4'vw~
Bruce A. Howard
Vice President .
- ~ ~
~ a
~ MQRTHWEST
SO/LS, TFST/NG & INSPECT/ON
November 3, 1999 _
STI W.O. # 98339
Spokane County Utilities Department
West 1026 Broadway Ave.
Spokane, WA 99260
Attn: Billy Urhausen
RE: Meadowland Utility Construction Completion
Dear Billy: ,
The general contractor for the above menrioned project has corrected 4 of the 5 construction
deficiencies based on your attached punchlist for the project dated July l, 1999. At the time the
sewer manholes were installed the construction standazds for manhole installation did not included
steps. Per our phone conversation yesterday, this is acceptable to you. The remaining punchlist items
have been completed.
It has also come to my attention that the air and mandrel testing was performed on November 12I'
and 13", 1998 by Mt. Crest. At the time of these activities, a Spokane County inspector (Eric) was
on site observing the tests. He had given Mt. Crest verbal information that the tests had passed all
County requirements.
Therefore, based on our field observations STI Northwest has reviewed the construction and to my ,
knowledge find it to be in substantial conformance with the certified plans and Standard
Specifications except as noted on the "Record Drawings" for this project. It should be understood that this submittal provides certification for the initially constructed items
associated with this project. This certification only implies that the items shown were substantially
built as designed, and only valid the day the as-built survey and visual certification were performed
by this firm. This certification makes no guarantee that other construction activities associated with
overall plat build out such as home builders or new home owners have not in fact dislodged,
destroyed, filled in or in any manner affected any of the items certified. It should be noted that this
letter does not relieve the contractor or developer from the warranties implied within their bonding
documents.
Sincerely,
STI Northwest
~ -
Bruce A. Howard Vice President
3628 E. Ferry • Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755
• .
. • :i ~ .
s ~
0,113820 E. Broadway Spokane, Washington 99202
~
budinger &associates,r geotechnical,& material engin inc.-
Y, eers
,
TRANSMTTTAL
r
TO: V DATE: JOB NtJIviBER: ~ g ~I Q&S
JOB NAI%E: ZLQQG(DwI G htl
. JOB LOCATION: . (,cA
• ' -
Enclosed herewith please find copies of the following items:
Samples Laboratory Results Plans Resume
Letter Preliminary Data - Reports Other ,
DescriPtion:
These are transmiued as checked below:.
For Appmoval As Requested For Yovr Use
Please Rctum Reriuned as Agreed Other R,emarks:
cx:
• Signed: PN{ JOB# .
-;j1_" ~ qr~A
- CC: List Initials
. -PL I F.C.Budinger PE
~ Stephen D. Burchett PE .
(509) 535-8841 John E. Finnegan PE
4t051q9 . ~ yancrete Reao; t PaQe I .
Rra; ec t: Me;.dewl and Joa Num:er : 4QO65 1
location: Spr,kane, WA
. y
:ts`'~ Date . Otp. Mix SIMr- ai.* Sper cet Cy1. Da'ce Laad 5'trangth (i()
i=t Reteived Sample Location itep. No. (in.) X (psi) No. No. iesteA Age (kips) t^::1. Spgc
:.123/99 3129199 Curb, filenn Road 95 2112 3f4 4.8 3040 iCAA ' . .
st3'tion il + 25 te#t
99-0196 3l30/44 1 113 4400 1331 ~
~ 49-0141 4120!99 28 -
- 99-4178 4/20!99 29
. .99-0194 H
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.i _ . ~a~C v ~ . ~ a. . •
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MAX MUM' DENS TY MO STURE CURVE*s ~
~ . . .
PRty.IECT Nd•: PROJECT NAME: k•,~ . . . . . . . El.EVATION:
r - ~r . . . . . . . . . . : $/1MPl..E NQ.: ~ -
. . .
14S ~ . ~ i ~ • ~ ~ { . . , ~ - . i • • . " : 1r
TEST DATA
- 3 - ' . ~ i ' C q~ MPACTION TEST SIZE I1 . .
STANDAR~► MoI.D ~'I.
: { •
1140TEST N0. ~ 1 2 3 4 5
~ . , . ~ . . .
MOISTIIRE CONbInON
WEIGHT OF SOIL & MOl..O ' - -
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. i
IMEIGHT - M'OLD y~
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NET WET WEIGHT SOIL
LL 5,,`/6 41-56
~ . 1 : ( ~ • ~ ~ ; ~ . NET DRY WEIGHT SOIL 3 ~4>00 ,3 96 yv,~ 4/03
11 ' ! : ; : _ ► I ~ VOL. OF MOLD ~ p333
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~as DRY. DENSITY pcf t 1 b ~ 1 I ~ ~j /o?ol ~ f •2/, 4
e = i $ ; ; ~ i ! ~ ' ~ • -
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WET VIrT. OF SOIL & TARE
1120"'~"t
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DRX WT. OF SOIL & .i'ARE y~396,~ . ~ ~
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17.3 ~ .yl I
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WEiGHT - DRY SOIL
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~ 105`~' i ~ ~ f ~ ! ~ ~ ~ } ~ • ~ (~~J ~b . .
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MAXIMUM DENSITY tsl`"I -11 . pcf
OPT1MUM MOISTURE I
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[44 NaR°~HWES'
0 5 10 15 20 25 30 35 40 45
MOISTURE OF DRY WEIGHT)
MAX MUM DENS TY & MO STURE CURVES
mmoor vmm..r . .
PRbXCT NO.: 91355' . PROJECT NANE; /A:reaA,.j la''Cg ~ . . . - - - • - ELEVA710N: ~ -
~ - s// 3 .199- . 4- . . . . sn~i.E Nca.:
~~s ! ti ~ ~ . , , , , • . . .
! . = TEST DATA . .
~ . ~ • ~ ~ • s CQMPACTION TEST SIZE 6 . .
= STANDARD fyOLD .
'{0 j ; A
TEST N0. 1 2 3 4 5
~ = i . . . . . . . .
MOISTURE CONbInON t200
Kit WEIGHT OF SOIL & Mnl.~ zg,7~ t6,gZ 2~,tz ZWEIGHT - IN~OLD cS-SB IS,S~ ~~•Sff ~5,~'8 ~s;sg
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I NET WET 11VEIGHT SOIL ll•t~ '1•z1{ r1.6y It.g~. ff.yg
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130 NET DRY WEIGHT SOIL
1
i VOL. OF MOLO .07 ~ .
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125 - 15/~,4( ►YS. ep rq3• /
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WET WT. OF SOIL & TARE
120 ~ E = i ~ i : ~ i i • -
DRl( 1KT. OF S01 L. & TARE t18 $99 z.2 $ gS..9 fos-z, 31o59,o,
- ~
WEtGHT - TARE
2v9, d z99,0 799•0 299,0 z99, o
~ WEIGHT - WATER 29,7
f-- f 6z.z 67.0
L` _ ~ ' --j-- ~ i-- WEIGHT - DRY SOIL
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MO{STURE OF DRY WEIGHT)
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GRA N S ZE ANALYS S 200 WASH/S EVE PROJECT Il JOB N0. qjL3 3e+
EXPLORATION N0. SAMPLE N0. DATE 4"- r 3-R 9
PREWASH POSTWASH
F ,
TARE I.D. TARE I.D.
WET - TARE aaay. Ei DRY - TARE
DRY - TARE a l 6 I.O TARE ~q7
WATER DRY SOIL
TARE WASHOUT
DRY SOIL
MOISTURE CONTENT
PREF. BY PREF. BY
DATE OATE
SIEVE 1NEIGHT RETAINED %RETAINED % PASSING % PASSiNG
,
1 1/4" SQUARE
3/4" SQUARE . I00
5/8" SQUARE . $ lop
1/4" SQUARE .7 97 SI 3. S 5~, S~ 51;-- -7,'Sg
U.S. N0. 40 1 7 g' 3 ~K~ a 0~l. a► T-a.4
U.S. No. zoo 10.0 rn ay_
PAN J 666.5 905 ~ / .
PAN &
WASHOUT _
jWfi/ NORTHWEST
FIELD REPORT #
- MATERIAL SAMPLING- & TEST REPORT NO. yof cr
PROJECT ~~w ~a ►•~C PROJECT #q 133 j REPORT DATE ~5-,jj• 9y
FIELD DATA . ~ . - BATCH DATA ~
MATERIAL SAMPLED MIX NO. -3a 11 A6
MATERlAL SUPPLIER ('-40 j~ - TRUCK NO. 934
DATE SAMPLE TAKEN TICKET NO. _zb J a y 6 C 7
TIME OF SAMPLING 7%~D Q,h SACKS CEMENT/CU YD rj',
~ WEATHER S TYPE CEMENT ~
AIR TEMPERATURE ~y a BATCH TIME 7W
SAMPLE TYPE END PLACEMENT TIME 7; e/S
✓STRUCTURE. TYPE AOMIXTURES
SAMPLE LOCATION ~ Lo} `7 MAX AGGREGATE SIZE
WATER ADDED (GAL) e-t 4,1
v
TOTAL CUBIC YDS PLACED ~ O.4- W/C RATIO
t
SAMPLE TAKEN FROM YARDS INTO PLACEMENT DESIGN STRENGTH 360!7 roS!
~ FIELD TESTING DATA ~
' TEST RESULTS SPECIFIED VALUES ~F
SLUMP (inches) ~~!r 7 Vl y,
CONCRETE TEMPERATURE (F) 3 a . sa •
- AIR CONTENT
WATER ADDED (gal) • . / c►ej
wATEwcEMErvr RATio_ . 99 5 0 h•~~
,
LABORATORY TESTiNG DATA . ~
LAB ID FIELD ID DATE DATE AGE SIZE AREA TOTAL LOAD STRENGTHTESTED •
NO. NO. REC'D TESTED (DAYS) SQUARE IN (LBS) (PSt) BY
ZO2. g ay.~ ~ s-~ q 7 6v/a 2g. 2G Sff,570t7 7130 D E-
as- I.ov vkid8 a C41
6-1 r- on a s, ya 30 c
_
_ - - - . - . - -
. ~
REV. 8/97 • O:\FORMS\GEOTECHIMATERIAL RPT.DOC
Sent by: BUDINGER & ASSOC 5095359589 06/01/99 10:47AM Job 136 Page•1%1~
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06/01/99 TTiF 11:4R fTX/RX Nn SiF3i
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PM JOBIV
cc; List Initiats 3820 E. Broadway Spokane, Washington 99202
-go
~ y+ budinger & associates, inc.
.
~
Y geotechnical & material engineers
, ~ 4
Bruce Howard June 4, 1999
Inland Pacific Engineering 707 W. 7, Suite 200
Spokane, WA 99201 ' . Froject Number L99065
PROJECT: Meadawland
Spokane, WA
- SUBJECT: Resuhs of Laboratory Testing
, . _ Report #1 -
At your request, we have provided laboratory testing services for the subjed project. Our services
are lunited to the perfomnance of specific laboratory tests, selecied at your discretian. For this period our involvement has been limited to laboratory testing of one asphalt concrete sample
submitted to our laboratory on May 26, 1999. The following tests were canduded in geaeral -
ac,cordance with the mdhods listed: .
1. Tbeoretical Maxrimum De,nsity WSDOT 705
2. Oil Cantent . AASHTO TP-53 .
. 3. Sieve Analysis AASHTO T-30 .
The igaition fiunace caL'bratiou facLor was provided to us by the pavmg cantrador.
Resutts are presented an the atiached Laboratory Summary. If yau havoe any questions regardiag .
this report, please call. . .
Respectfiilly Submitted: -
BUDINGER & ASSOCIATES -
. - , S Wahers . .
. Mgr. Constructian Services -
SLW/gc
Ad&czee • 2
Attacbmmts ~ LaboratorY Summary
F.C. Budinger PE
Page 1 of 2 Stephen D. Burchett PE
(509) 535•8841 - John E. Finnegan PE
FAX (509) 535-9589 Scott L. Walters
P'vieadowland Froject Number L99065
y Spokane, WA . .
LABORATORYSUMMARY
. CLASS "A "ACP
LABORATORY # 99-0368
_ SAMPLE # lA
SANIPLED BY Client
" SAWLE TYPE Bulk DATE REC:EIVED 5/26/99
. UNTTS SPEC
THWRETICAL MAXR" DENSTTY pcf 154.2 . ASPHALT CONTENT % 5.5'
_ S 3/4" % 100 100 .
. I 1/2" 90-100 99
E 3/8" P 75-90 86 V 1/4" A 55 75 70
E #4 S - 59
#10 S 30-42 37 -
S #16 I - 26 -
I #30 N - 20 Z #40 G 11-24 12
E #100 - 6.0
#200 3.0-7:0 3.7
Fage 2
budinger & associates, inc. geotechnical & material engineers
~
..frec Len Lab oratorie
s
~
N. 1403 Greene St., Spokane, WA 99202 (509) 535-5501
P.O. Box 14642, Spokane, WA 99214
ANALYTICAL REPORT
Clietlt: STI Northwest Rqmrt NuTiber: E-5006
3628 E Ferry
Spokane, WA 99202
Attn: David L'ehn . ,
96 meq/ 1 00grams
Sample Identification Organic Matter CEC
Meadowland Project # 98339 2•07 8.7
Recefved: 7-28-99
Analyzed on -20 mesh fraction
D8te: Aug 6, 1999 Signed:
~
, ' • ~ ctu~~e, ~ ~f
~ C.
L ~
~
NORTHWEST Date Inspector's Daily Report No. j .
Arrival Time STI Project No.:
/ ~<3, 13~
V9eaffier , i-age No. / or
Cilent Local Representative/ phone number
General Gontrac r ~ qeepre~~Iephone numi~er
Subcontractor STI`Proj-ect ManagerI phone number
~ .
STI Fie1d Representative e,~
Manpower & Equipment Used ~
Comrnents:
,Work Compieted Apparentiy
-)er Specifications Problems
.ind -ir Solutions) 6ZIL'421 5
O ~ 'Zolue r_A~
~
e,2 aff !21:9 -S'-' 4ZA,~ Z2..,- Zia el~r SP~ r.,:=1
4er ~ ~ e 1
le-
STI FIELD REPRESENTATIV 140 CONfiRACTOR'S REPRESENTATIVE
This document and referenced addenda are to be considered preliminary until reveiwed and signed by the STl
construction engineer and/or STI project manager.
Date Oate
. . ~r
d
STI CONSTRUCTION ENGINEER STI PROJECT IIAANAGER
ow -
O:lfo~mslstilfeldrep.pm5
;Vsponding Defciency Report No:
ct~r~
e,
~
~ NORTHWEST Date ' s.~~~ v9 ~ Inspectot's Daily Report No.: . ~
STI Project No. page 19o. o~
Comments:
(Worfc Completed Appare ntl _d~lG I'l-e-
per Specifications Problems
and their Solutions)
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MFADOWLAND .
PACIFIC FIELD REPORT ~
ENGINEERING # ~
707 West 7th • Sulte 200 (509) 458-6840 P A G E r;T Q f 3 DATE: siwa9r `
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\ Spokane, WA 99204 FAX: (509) 458-6844/
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PACIFIC FIELD REPORT
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STI FIELD REPRESENTATIVE tao CONTRACTOR'S REPRESENTATIVE
This document and referenced addenda are.to be considered preliminary until reveiwed and signed by the STI
construction engineer and/or STI project manager.
Date Date
~
STI CONSTRUCTION ENGINEER STI PROJECT MANAGER
0:1formslstilfie1drep.pm5
Corresponding Oeficiency Report No:
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~ NORTHWEST Date Inspector's Daily Report No.:
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STI Project No. iiage No. ~ oir
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STI F1EL0 REPRESENTA E CONTRACTOR'S REPRESENTATiVE
This document and referenced addenda are to be considered preliminary until reveiwed and signed by the STI
construction engineer and/or STI project manager.
Oate Date
STI CONSTRUCTION ENGINEER STI PROJECT IIAANAGER
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Corresponding Deficiency Report No:
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STI FIELD REPRES TATIVE CONTRACTOR'S REPRESENTATIVE
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This docurnent and_referenced addenda are to be considered preliminary until reveiwed and signed by the STI
construction engineerancUor STI project manager.
. Oate Date
3
STI CONSTRUCTION ENGINEER STI PROJECT IVIANAGER
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PACIFIC ~
ENGINEERING FIELD REPORT #
707 West 7th • Suite 200 •(309) 458-6840 P A G EZ71 0 F(~S ~ oATE:
~ Spokane, WA 99204 FAX: (509) 458-6844~ ~ , ~Q~ J
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NORTHWEST
FIELD REPOR.T # `1 . MATERIAL SAMPLING & TEST REPORT NO.
PROJECT PROJECT # REPORT DATE G~j ,~~C1
FIELD DATA . ~ ' BATCH DATA ~
MATERIAL SAMPLED _ onc 4~ MCX NO.
MATERIAL SUPPLIER ~L-~d~ ~ ~ • TRUCK NO. .
DATE SAMPLE TAKEN ZV4 TiCKET NO. ~v
TIME OF SAMPLING SACKS CEMENT/CU YD J.
~ WEATHER TYPE CEMENT
AlR TEMPERATURE BATCH T1ME
SAMPLE TYPE END PLACEMENT TIME-
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SAMPLE LOCATION G ' MAX AGGREGATE SIZE
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SAMPLE TAKEN FROM / S YARDS INTO PLACEMENT DESIGN STRENGTH ~ FIELD TESTING DATA ~
' TEST RESULTS SPECIFIED VALUES
SLUMP (inches) . ~ • . / 4..~(
CONCRETE TEMPERATURE (F)
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~ . LABORATORY TESTING DATA . ~
LAB ID FIELD ID DATE DATE AGE ~ SIZE AREA TOTAL LOAD STRENGTH TESTED .
• NO. NO. REC'D TESTED (DAYS) SQUARE IN (LBS) (PSI) BY
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REV. 8/97 0:1FORMS\GEOTECHIMATERIAL RPT.DOC
~ , . ~;---;---------_r.+_ _ . . ,N.•--. . .
CENTRAL PRE-11111X ~
• CONCRETE CO. CUS R q P
P.O Box 3366 Spokane, Wa. 99220-3366
;
WOM
, Business Office(509) 534-6221 Dispatch Direct (509) 533-0208 SPo-131 ei97 ~
. QITEDWARRANTY Waniing •Injurious to WATERADDEDATCUSTOMER'S
@yes.Causes skin imtatlon.Contains Porttand Cement. OWNRIS
, e only liability o/ Centraf'Pre- Read te foUowing.vvarning beford' using;
nix Goncrete Co
for product d~-, Contact fi with wef; unhardeped concrete, tnort~i; cement or cement mbAures wcanith eyes
ADDITIONAL WATER ADDED t0 THIS
cause K
fedt.is the refum of the purchase' sktn irritatiori, severe chefnical bums or serious eye damage. Avoid cartact
price. fn no event shaf! Central and skin. Wearvwaterproo(9loves, a fully-buttcned, long-sl~ye $hirt, futl-!en h trouse~ B ~ e1'soa Ce ~LL ~OUCE ITS STRENGTH
Pre-~utix Concrete Co, be liable tor and tight~tting eye protection when w~oricing y„ith these materials. lf ~ r~ nt agrees to accept resFanslbility for
any direct, indirect, incidental or in wet concrete, use waterproof boois ihat are tight at the top and high enough to keep
cortseQuential damages resulting concrete from flowing into them, (f finlshln8 concrete y°u have to stand rength due to water added above design.
from the use of the products or After contaM with arry of lhese materials, '~r ~ds to ptotec! knees, A~ j~ ~pp
. arising out cf breach of any yvat- lndirect contact through clothPng is es dang ~S S~r ~mdiatety wilh fresh. clean water. ~
ranfy. All daims for damages or clothing. Seek immediate medical attention UYo+ have persisisnt or severe discomfort.ln ~q~.
shoriages must be made wit}~in 24 case oi eye contact, tlush with p P~ ~nse these materials /rom
• hOU~s of de~Nery.We do not as• immediately KEEP O(n pp RncH ~ter f~ at least 15 minutes. ConsuH physiclan a~
. s~nne ~esponslbility fo~ any dam- THIS Wq~jHp TO ALL pERSON3 WHO M~AY U E OF uC~tE N AGR OEE4SOKTACT --YTM
a9e beya~d the curb line. , WET (UHHARDENED) CONCRETE, lylpftTqti, CEMENT OR CEMENT MIXTURES. R~~~ ~ Test cyGnders taken
--LFAVE PU1NT ='-AItRIyE Jpa'SJ' E STAR.T DISCHARGE F1MSH DISC B Y
. HARGE LEAVE JOB SITE ARRIVE PUIN7 X
J2.~,` ~ 1 •
•~Y ■ tie~ . w ■
' . • Bu er's Age receipt ot concrete
Order No. C st, No.' CPM project No. - Custorper PO/Job No. TIC ~ y anZ,aQp~oval of any added~ items. .
KET NO. Oriver ~
29 105t2
Customer 10 1249 1~7 I_qRRY H
BACON , H l: L. ~ Delivery Address .
Detivery Instructlons j 2"H/~'+jF'~'{~~F Date
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Amount
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Load Size Mix No. ~ Mix Description .
t0, ~~4 1 I. 7~SK f_:1_i~tB MA( ;H lump t TyPe 0 ~C Use Truck Plant Sales Tax ,
0.00 C1_tRii TOTALDUE
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STI FIELD REPRESENT ATM CONTRACTOR'S REPRESENTATIVE'
This document and referenced addenda are to be considered preliminary until reveiwed and signed by the STI
construction engineer andlor STI project manager.
Date Date
STI CONSTRUCTION ENGINEER STI PROJECT MANAGER
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Corresponding Deficiency Report No:
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STI FIELD REPRESENTATIVE p CONTRACTOR'S REPRESENTATIVE
This document and referenced addenda are.to be considered preliminary until reveiwed and signed by the STI
constructlon engineer and/or STI project manager.
Date Date
STI CONSTRUCTION ENGINEER STI PROJECT IVIANAGER
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Corresponding Deficiency Report No:
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PACiFic ~ FIELD REPORT
ENGINEERING #
701 West 7th - Sulte 200 -(509) 458-6840 P A G E 3 O F3 DATE: S`Z6 ~
` Spokane, WA 99204 FAX: (509) 458-6844/
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STI FIELD REPRESENTATIVE ~p . CONTRACTOR'S REPRESENTATIVE
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construction engineer and/or STI project manager.
Oate Date
~ ~Ls~L.71
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STI CONSTRUCTION ENGINEER STI PROJECT IIAANAGER
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Con-esponding Deficiency Report No:
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ENGINEERING FIELD REPORT # 1 ~ .
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707 West 7th • Sulte 200 -(509) 458-6840 P A E q O F u pqTE:
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Project. Name ea Date: /
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Project No. . Report No.: '
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t ~ Manpawer & Equipment Used G~-*dCr, 1'vveA- 1/1k~. co r,,ln a c.4-o v.
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STi FIELD REPRESENTATIVE CONTRACT+OR'S REPRESENTATNE
This document and referenced addenda are to be consklered preliminary until reweiwed and signed bythe STI
constryAction engineer and/or STI project manager.
'
?fVli~El) BY: DATE 5T1 PROJECT MANAGER: DATE
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. Corresponding Defiiciency Report No;
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- ~ NORTHWEST Date ~ Inspect,or's Daity'Report No.:
STI Pro]ect No. tiage No. . oY - R93 3 cl
Comments: (Waic Cotnpleted Appamntly CO wt toa G'~'[ o ~1 v-o t el s
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Test Location Ft, Below Wet Moisture Dry Max. ~ Pencent Pass Retest
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PacIFIc FIELD REPORT # 6
ENGINEERING
707 West 7th • Sulto 200 •(509) 458-8844 P~A G ELi QF'Lr DATE:
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Page No. ~of ~ -
1
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STI FIELD REPRESENTATIVE - CONTRACT'OR'S REPRESENTATNE
Thisdocument and referenced addenda are to be considered preliminary until revervved and signed bythe STI
construction engineer andlor STI project manager.
la, &7
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REVIEWED BY: DATE STI PROJECT MANAGER: DATE
.
O:lformslstilfieldrep.pm 5
Corresponding Deficiency Report No: .
_ • . . .
NORTHWEST -
. `o
A• SOILS, TESTING & INSPECTIQN ~ o
, ~ .
NUCLEAR GAUGE TEST RESULTS
Job Name: STI Job No. gW.O.
3~
Field Report No. 17 Date: S1~ tj I Tech: ~
Page 2 of .3 : DS= 4-3 3 s' 1VIS= ~~t g
Test Location Ft Below Wet Moisture Dry Max. Percent Pass Retest
No. SG. Density (Percent) Density Density Compaction or of DT
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Su1te 200 •(509) 458-15840
8844~
707 West 7th • ~Ax: (509) 458- .
~ Spakone, WA 99204 . .
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Project No. Report No.: .
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tAr C„¢x*,x- ~
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Page No. t of ~ Manpawer & Equipment Used '
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Commerrts: , (W°ricComPlebed APParentiY tjQ IfEA &1. : SttE ar 'l'~~.
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STt FIELD REPRESENTATIVE CONTRACTOR'S REPRESENTATNE
This document and referenced addenda are to be considered preliminary until r+evenived and signed bythe STI
construction engineer andlor STI project manager.
~
REVIEWED BY:' DAT.E STI P •
ROJECT MANQGER. DATE
0:lforms1stitfieldrep.pm 5
Corresponding Deficiency Report No: .
1
~ 'NORTHWtS* T
. S TESTING & INSPECTIQN
. . NUCLEAR 'GAUGE TEST AESULTS
3-3~ W.O.
Job Name: STI Job No. I g-
Field Report No. Date: 5--1 t 8 P q~ . Tech: 53
Page 2 of LA . DS= L-t 33 S~- ~a~ 8
Test Location Ft. Below Wet Moisture Dry Max. Percent Pass Retest
No. SG. . Density (Percent) Density Density Compaction or of DT
Elevation (PCF) (PCF) Fail No.
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Page 3 of C4 . DS= 443 3.2;' MS= 55-f s .
Test Location Ft. Below ~ Wet Moisture Dry Max. _ Percent Pass Retest
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PACIFIC FIELD REPORT # ~'7
ENGINEERING /
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Comments:
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STI FIELD REPRESENTATIVE CONTRACTOR'S REPRESENTATIVE
This document and referenced addenda are to be considered preliminary until reveiwed and signed bythe STI
construc,tion engineer and/or STI project manager.
A
5 ~
REVIEWED : DATE STI PROJECT MANaGER: DATE
■
o:Vormslstl
Corresponding Deficiency Report No: ltletdrep.pm5
'
NO HWEST
SOILS, TESTfNG & INS'PECT14N
. 1M[th,.
. . . NUCLEAR GAUGE TEST AESULTS
Job Name: STI Job No. 'o, ?33 y W.O.
Field Report No. t c~ Date: Tech: G~
Page a of 3 . DS= 36 MS= / 7 yJP3 -
Test Location Ft Below Wet Moisture Dry Max. Percent Pass Retest
No. SG.... Density (Percent) Density Density Compaction or of DT
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Spokane, WA 99204
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STi FIELD REPRESENTATIVE CONTRACTOR'S REPRESENTATNE
This document and referenced addenda are to be considered preliminary until r+eveiwed and signed bythe STI
construction engineer andlor STI project manager. .-LJ1 Qj- 7
REVIEWED B D TE STI PROJECT MANaGER: DATE
0:1to rtnslstlltieldre p.p m5
Corresponding Deficiency Report No: ~
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SOILS, TEST/NG & INSPECTION
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PACIF►c FIELD REPORT #
ENGINEERING oatE: 5•dl ~ 9 ~
~509) 45e-ee40
7p7 West 7th ~ Suita 200 ~aX: (509) 458-6844J ~
Spokone, WA 99204 P A G E~ F~
NORTHWEST FIELD REPORT #
. MATERIAL SAMPLING, & TEST REPORT NO, yo~ cr
PROJECT rne(jbw)k J PROJECT #qf 33 ~ REPORT DATE
FIELD DATA . ~ ' BATCH DATA ~
MATERIAL SAMPLED MIX NO.
MATERIAL SUPPLIER C140 ry% TRUCK NO. 934
DATE SAMPLE TAKEN gc~ TICKET NO. ~ 1 a y 6` 7 TIME OF SAMPLING SACKS CEMENT/CU YD 5', 7
~ WEATHER s . TYPE CEMENT -44-t
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AIR TEMPERATURE vj/ a BATCH TIME `7!00.
SAMPLE TYPE END PLACEMENT TIME 95"
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TEST RESULTS SPECIFIED VALUES
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LABORATORY TESTING DATA . ~
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NO. NO. REC'D TESTED (OAYS) SQUARE IN (LBS) (PSI) BY
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STI FIELD REPRESENTATIVE CONTRACTOR'S REPRESENTATIVE
This document and referenced addenda are to be considered preliminary untl reveiwed and signed bythe STt
construction engineer andlor STI project manager.
~ .~c~ • ~ 7, 7 - ~ -
REVIEWED B: DATE STI PROJECT MANAGER: DATE
w
Corresponding DeficiencyReport No: 0:lformslstilfie1drep.pm5
oy
~
0
. N~RTHWEsT
_ 1wirs
.
SOILS, TEST/NG & 1NSPECTION
DAILY FIELD REPORT
Date nspecto s Datly Report o.:
5-a4 -gy a/ IPE Project No. - Page No. a of _ ~lrr ~ S' .
comments
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IPE FIELD REP IPE CE IPE PM CONTRACTOR'S REP
` ' . .
NORTHWEST «,v~o
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. . NUCLEAR GAUGE TEST RESULTS
Job Name: 5TI Job No. W.O. . .
• ~.n ~'r . rv A n
Field Report No. Date: Tech:
Page 3 of S~ . DS= 36`i,j d Test Location Ft. Below Wet Moisture Dry Max. Percent Pass Retest
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~ . ~ / p pWLAN D
INLANp M E A
~ pA.cIfLC FIELD REPORT #oATE: 5;~6 Gy .
ENGINEERiNG P AGE 5-" OF ~ . . 6840 707 west 7tn • suite 200 FAX:, (509) 458-6844J
\ Spokana, WA 99204
h
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DAILY FIELD REPORT - -
Project Name Date: .
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WVeather Arnvai i ime - ~LEn►2 -
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. STI FIELD REPRESENTATIVE CONTRACTOR'S REPRESENTATNE This document and referenced addenda are to be considered preliminary unt~~ reveiwed and signed bythe STI
construction engineer and/or STI project manager.
REVIEWED IfY-. DATE STI PROJECT MANQGER: DATE
~
Corresponding Deficiency Report No: o:lformslstilfieldrep.pms
.
~
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, . NORTHWEST • ofA,,,,~~ :
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DAILY FIELD REPORT - - Pro)ect Name Date: ' " .
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STI FIELD REPRESEM'ATIVE CONTRACTOR'S REPRESENTATtVE
This document and referenced addenda are to be considered preliminary until revekwed and signed bythe STI
cons),truction engineer and/or STI project manager.
R VIEWE4B.- DATE STI PROJECT MAN~IGER: DATE
0:1formslstilfie1drep.pm S
Corresponding Deficiency Report Na.
lw pe~nT~`r `y ~ o .
• • ' ~ ~ . ` ■ f WEST ~ • 4.a , ~1~` .^a
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DAII.Y FIELD REPORT .
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PACIFiC FIELD oA~: ~
EN~iNEERING P.AGE ~ ~F 3 . .
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WA 992 ~A~' ( }
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STl FiELD REPRESENTATIVE - CONTRACTOR'S REPRESENTATiVE
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OFFICE OF THE COUNTY ENGINEElt
SPOKANE COUNTY, WASHINGTON
TO: Jeff Forry, Department of Buildings
FROM: Bill Hemmings
DATE: Thursday, April 22, 1999
SUBJECT: B.C.C resolution #91-0882 Implementation (July 2, 1991)
Attached are the individual lot plans for each lot containing a swale in PURVIS PT, plat # PE-1850-97.
Please give the appropriate lot plan to the individual applying for a building permit on the lot, so they can draw
their house and approach to scale on the lot. We will need this plan, and the corresponding $1,000.00 cash
surety, in the form of cash, letter of credit, or savings assignment, before we can issue the approach permit.
Also attached are the letter of credit and savings assigmment forms.
' "SAMPLE LETTER OF CREDIT"
.
"(USE BANK LETTERHEAD)" (BANK NAME
ADDRESS ZIl' CODE
PHONE # AND OTHER 1NFORMATION
IRREVOCABLE LETTER OF CREDIT
ANrOLJNT: $1,000.00
v0.
BENEFICIARY:
SPOKANE COUNTY ENGINEERS
1026 W BROADWAY
SPOKANE, WA 99260-0170
SUBJECT: LOT BLOCK PURVIS PT (Plat)
PLAT# PE-1850-97. (Development)
Gentlemen:
We hereby authorize our irrevocable Letter of Credit in your favor, and authorize you to draw on the
(bank), a draft up to one thousand (Dollars) ($1,000.00) , for the account of
(developer).
The draft, drawn under this Letter of Credit, covers the assurance of completion of installation of storm drainage, drainage
swales, sod and other work as is incidental and related thereto in accordance with the drawings and specifications as submitted to and
approved by the Spokane County Engineer's Office on (date), and is to be accompanied by the following
documents: written request by Spokane County Engineer's Office to (bank), at
the above address indicating non-completion of all or any of the above improvements and that amount of money required to complete
such improvements.
We hereby agree with the drawer, endorser and bona fide holder of this drak negotiated under and in compliance with the terms
of this credit, that said draft shall be duly honored upon presentation at the (bank),
at any time before completion of the above-described improvements or performance, in which event written notice shall be given by
Spokane County to the bank. (developer) shall be responsible for any cost
incurred by the county in excess of the amount of security.
Drafts, drawn under this Letter of Credit, shall bear on their face the words
Drawn under (bank)
(bank address)
Credit No. Dated
Bank Name:
By:
(authorized signor)
' "AGREEMENT"
In considerarion of the issuance of a building permit for Lot , Block ,
PURVIS PT (plat) plat # PE-1850-97
(Developer)
has deposited $1,000.00 with Spokane County as security for full and faithful performance by Developer respecting certain drainage
facilities and sod in accordance with the drawings and specifications as submitted to and approved by the Spokane County Engineers
Office on
(date) 199 .
Developer hereby agrees that should such drainage facilities and sod not be constructed in accordance with the approved
drawing within six months of occupancy, Spokane County may then use the security to bring these facilities and sod into
conformance therewith. Developer shall be responsible for any costs incurred by the county in excess of the amount of security.
Spokane County agrees to return to Developer any unused funds upon satisfactory complerion of these facilities and sod.
NAME & ADDRESS TO BE RETURNED TO:
(Developer Signature)
DATE
' ASSIGNMENT
For security purposes only, (developer)
hereby assigns to SPOKANE COUNTY, a political subdivision of the State of Washington, the following:
Savings Certificate Number -
in the face amount of $1,000.00
and held in and by
Bank of
Branch
(bank address)
This assignment is made as security for full and faithful performance by
(developer) of certain drainage facilities and sod for LOT BLOCK , PURVIS PT (1'lat) Plat # PE-1850-97 in
accordance with the drawings: and specifications as submitted to and approved by the Spokane County Engineers office on (date)
.
)199
Any interest benefits accruing under said savings certificate shall remain the property of
(developer). Said savings certificate to be released to (developer)
any other party only with the prior written consent and agreement of Spokane County.
PROVIDED, FURTHER, the undersigned does hereby authorize
(bank) to pay over to Spokane County all or a sufficient portion of the monies in the savings certificate referenced hereinabove upon
written documentation being received from the Spokane County Engineer indicating that the purposes for which the savings
certificate was assigned have not been fully and faithfully performed as required and a statement of that amount of money which the
County Engineer as required and a statement of that amount of money which the County Engineer deems necessary to complete such
obligation. Upon receipt of such written documentation, (developer)
hereby authorizes (bank) to release to Spokane County that
amount of money requested up to the maximum amount in the savings certificate.
(developer) shall be responsible for any costs incurred by the county excess of the amount of security.
DATED this day of , 199 .
BANK OF
President
Secretary
DATED this day of , 199 .
DEVELOPER
STATE OF WASHINGTON )
:ss
County of Spokane )
On this day personally appeared before me , to me known to be
the individual described in and who executed the within and foregoing instrument, and acknowledged that signed the same as
free and voluntary act and deed, for the uses and puYposes therein mentioned.
.
GIVEN UNDER MY HAND AND OFFICIAL SEAL this day of 1199
Notary Public in and for the State of Washington, residing at Spokane ,
~ ~ _ _ - _ . n a , TYPE 1 CURB INI.ET PER . \
r_~~_ 12TH AVENU . E , , SPOKANE COUNTY STANDARD
_ , ~ TC=2Q~3,,,~„¢ _ ~ ~
. 147.9fi ~ i
. -EXISTING BOUNDARY 0
ORAINAGE DITCH F FLAT, ' ~ LEVEL POND BOTTOM AREA OF FLAT, ( AREA flTH TYPE
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- 4 FRAME ANO GRATE PER ~p ~ a , ss, SPOKANE COUNTY STANDARD TE PER 'ANDARD
32.50 BUILDING BACKSET ~ . PLAN B-1~ AN B-15 ~ ;
TYpE : i i~- DIM ELEV=2052.50 2 CURB INLET PER DRAINAGE EASEMENT ~ 1 ~ , ~
SPOKANE COUNTY STANDARD z / , STA 19+62.39, 23.61 LT I I ' LT
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Busko, Doug
From: Busico, Doug
Sent: Friday, November 20, 1998 8:50 AM
To: Jones, Tammy
Subject: PE 1850-97 Purvis Point
Development Services has no additional comments on the final plat that has been submitted.
Doug Busko, P.E.
Page 1
~ ~ECEIV ED
9 1998
- - _
S P gPbKANE COLIM-ENGINEER
O K A N E ~ ~ j' C O U N T Y
BUILDING AND PLANNING • A DMSION OF THE PUB[,IC WORKS DEPARTMENT
JAMFS L. MANSON, C.B.O., DIRfiCTOR DEvtvrs M. ScOTT, P.E., DIRECTOR
MEMORA.NDUM
TO: Spokane County Division of Engineering, Transportation Engineering, Pat Harper,
c/o Sandy Kimball
,
~
o ane ounty ~vis~on o t> >ties, im K-eu
Spokane County Division of Stormwater Utility, Brenda Sims
Spokane County Health District, Steve Holderby
Spokane County Division of Long Range Planning, John Mercer
Spokane County Fire District No. 1
Central Valley School District No. 356
Model Irrigation District No. 18
/
FROM: Tammy Jones, Associate Planner
DATE: November 19, 1998 ~
SUBJECT: Final Plat of PE-1850-97, Purvis Point
Enclosed find copies of the above referenced final plat. Please review and forward any comments by
December 4, 1998. If you have any questions you may contact me at 477-3675.
Thank you.
If you have any questions regarding this file, you may contact me at 456-3675.
Attachments
Copy without enclosures to:
William Purvis
Patrick J. Moore
1026 WE5T BkOAD6Vt1Y AVENUF •$PU1<r1NE, WASHINGTON 99260
PHONF: (509) 456-3675 • FAx: (509) 456-4703
TDD: (509) 324-3166
S P O K A N E " C O U N T Y
DMSION OF ENGINEERING AND ROADS A DNISION OF THE PUBLIC WORKS DEPARTMENT
William A. Johns, P.E., County Engineer
April 7, 1999
Susan Murphy, E.I.T.
Inland Pacific Engineering
707 W. 7th Avenue, Suite 200
Spokane, WA 99204
Re: Review Comments 1 for Purvis Point, P-1850
. Susan,
The following items must be addressed prior to acceptance of the road plans:
l. Please provide a manufacturer's sheet on the slotted polydrain. The County will
review the information for ease of maintenance and durability.
2. On the 12`h Avenue cross-section the 18' utility and sidewalk easement is actually
shown as 19' wide (3'+6'+10'). Please correct.
3. Mr. Hume needs to submit a letter to the County authorizing that the inspection and
construction bonds posted for Meadowland will also apply toward Purvis Point.
Please call if you have questions.
Sincerely,
~
IC4 ~Vr c
Doug Busko, P.E.
Spokane County Engineers
c: P-1850 Project File
1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 477-3600 FAX: (509) 324-3478 TDD: (509) 324-3166