27657 PE-1750 SHELLEY LAKE
1
S 1' C) Y<- A N E C c) u '[V "1" Y
QIVFSION f?F ENCINEER[t3G e4iVD ROADS • A D1VI5IC.]IV DF THE Pl3BL1C VV[7RKS F}EPARTMENT
4Vi11=am A. Johns, P.E, Caunty Engineer Dennis M, Scatt, P.E., Director
N(]VCri1beP Zd, 1997
C& B Chipping and Excavating
22708 N Highway 395
Colbert, WA 99005
Re: Shelly Lake
Dear Mr. Heitinan:
P1ease be advised that the Corstructiun Division accepts the qvality of cnnstnuCtion of mainline sewer pipe
and side service stuh-outs wit9un the platted boundaries af She11y Lake in the following areas.
■ MH 1 thru MH 4 on Cannery koad and easemeni into projed
_ ■ MH 7 to MH 8 to NE 4 to IVIH 13 to MH l 1 to MI 14 on Lane D
• MH 8 to NlE 9 on Moore T ane
` MH 14 to 1VO 15 on Rotchforcf Drive
• MH 15 t01ViH 16 vn fl.arie C
• MF-I 23 thru 26 to MH 16 t@iru MH 18 on T.ane F(MH 17 to MH 18 unpaved roadway)
■ iVLH 6 to 1114 7 0n Tzmberlbne Lane (unpaVed roadway)
■ MH 5 to MH d on Lane B (unpaved roadway)
• MH 5 to MH 14 thau ivlH 12 on Hamesiead Lane (MH 5 to M14 F@ unpaved roadwaY)
Areas withzn the platted boundaries oF Shelly Lake fhat remain t4 be c>ampleted are.
• MI-I 1$ thru MH 22 to ca,p 166.2i3.6 i
■ MH 23 thru 16218.8 to end Gap 152.118.8
[3tilities ws11 begin the warranty periQd when all as-built drawings, O& M manuals, easements, and other
reIated system components have been satisfaccarily provided Any addition defects abserved in t~e system
during the warranty peaind will be brought to ynur attention by the Spokane iCounty llfaiities I?egartmemt.
Nate that itunor cleaning related faults rnay be present within the above system. Remaval of any
remaining cleaning faults will be braugh# to youa attentian upon cnffipletion oF 4he warranty period.
SincereIy,
Penny S. Flawers
Field Inspector
c• Utitities Vern Iarvis
Gene Repp
File
1026 W. Bmadway Ave. • Spokane, WdY 9926@-[Y170 •(509) 455-3604 FAX. (509) 324-3478 T[]B. (549) 324-3166
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DIV35IDN OF ENGIhTFERING A[Vl? ItOADS ■ A DIVI5TDRd f3F 1`FiE PUBLFC WQRKS DEPAItTMENT
William A. Jahns, I'.E., County Engineer Dennis M SrotY, P E„ Dareetor
Nvverrrber 3, 1997
C & B Ghipping and Excavating
22709 N Hwy 395
Colbert, WA 99005
Re Shelly Lake
Dear N1r. Heitman;
I have rerriewed the TV tape, the Fault Surnmary Report and the Manhale Tnspectian
farrns far the abvve praject. The fallvvti+ing itern remains to e done.
Manhvle nurnber 163 8]4.3 requires that adjustment rings and frame be martared
and sent to the cvrrect elevation
Please give me a call at 456-3606 or fax at 324-3478 when the akavde itern has been
completed.
Sincerely, -
Penny S. Flawers
Field Inspectvr
c. Utilities - Ciene Repg
Vern Jarvis
File 1026 W 8raadway Ave • Sprakane, WA 49260-LY170 •(509) 456•3600 FA?S (509) 329-3498 TDI3- (509) 324-3166
S~ a z< ~1~r ~ i r fr' Y
DI`JISIDN C3F EAIGINEERTAIG AND RQAIDS ■ A D1VI9icJi+S C]F THE PLf&LIC W{3FtK5 LDEPARTMF-NT
William A. ]ra}uis, P.E. County Engineer 13ennis M$cott, T' E, DirCctor
Memvrandum
Date October 27, 1997
Ta: Terry L`ghtfvot From: Dean Fran2, P.E. 0aaw-.
Development Serrvices Dept.
Project: Shelley Lake SubjeCt: Drainage Fonds, Grassed
(P-1750) I'erCO[ation Areas
Cc: file
These plans shaw a berm height around the dY'ainage pond. Tf the pond is located within a cut area, t.hen a
berm around the pond is not necessary, because the cut ein6ankrrsent will functinn as the berm for Che pond
The project enguie.er, Wand Pacific Eng3neenng, has rerjuested this zssue be evaluated since there is a
question by our fieId ins,pectors
I hope this clears up the issue Tf not, ptease call me
1026 W, Broadway Awe. • Spgiaane. W,+19426dd7170 •(504)456-3600 FRX• (509)324-3478 TDL7. {509} 324-31C6
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D[VIS[ON OF ENGINEERIi'dG AtiID I2OAI]S ■ A 171VISIC7N DF THE PUBLIC WORKS 1]FPARTMENT
WJilliam A. ]ohns. P.E, Caursty Engineer I]ennis M 5catt, P E, Directar
Apfil 14, 1997 '
C & ~ ChipplIlg af1d EXCc1'VariEIg
22708N. Hwyy 395
Cvlbert, WA 99005
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RE: Sewer line Qn Canklira
4
I
Mr. Heitman, Any changes yQu wish to make nn the sevver will need tv be addressed 6y the Utilities
Division. If those changes are approved, thera the plarrs Nvill need ta be revised to reflect
said changes. I hope this clarifies any questions yQU may have regarding sevvet- reuisior►s.
Sincerely,
~r !
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■
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Terry ~..i t~aat
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ce: Utilities
File
1026 W Broadway Ave • 5po'krine, W.h 9926Q-017[] (509] 456-3fit3D FA3C• (5{]9) 324-347$ TDD. (509) 324-3166
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DEL+[STON OF EIVGINEERYIdG ARTp AC]A❑5 ■ A I]IV15IC],Zi OF'[`HE I'UBL3C GVORKS L]ES'ARTMEIVT
W'a[liam A. ]ohrss, P.E. County Engineer Dennis M Scott, P E, I7LreCtor
A]3r1l 14, 1997
C 8c S Chipping and Excavating
22748N. Hwy 395
Cvlbert, WA 99405
RE Sner~y Lake P.U.D.
Dear Mr Heatman,
I have reviewed the TV tapes, the Fault Summary Report, and the Manhoie Inspection
forms for the aboue project. The following items are yet ta be campleted:
1. Manhvle No. 150.6l5.6 arad 159 415 6 are requiring to be grouted and adjusted
ta grade and liftlrung holes are not yet patched.
2. Roadway over sewer line hetween MH 150.915 3 to MH 160.6l5 6, N4H
160.615.+5 tv NT-T 1 S9.4J5.6, and ME 159.415.6 to Nffi 153.4 has nat yet been
paued and will require re-tving after pavement is placed
3. Sewer line between MH 150.2i4.5 and MH 16114.5 will require se-tving after
roadway is repaved.
s
Thank you #"ve your help in getting the abawe items resolVed Please give rrxe a caIl at 456-
3606 or fax at 324-3478 when al1 items haae been completed, T will then re-inspect the
marholes and request the tv work.
Sincereiy,
Penny s F1aweYs
Field Inspector
cc. Utilities
1026 W Broadway Ave. • Spvkane. WA 94260-0170 •(5i19) 456•3600 FAC {509} 324-3478 TDi] (504) 324-3166
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S P O K A N E C O U N T Y
DIVISION OF ENGINEERINC AND ROAOS • A DIVISfON OF THE PUBLIC WORKS DEPARTMENT
William A. Johns, P.E., County Engineer Dennis M. Scott, P.E., Director
February 25, 1997
C & B Chipping & Excavating
22708 N H'ighway 395
Cobert WA 99005
Re: Shelly Lake P.U.D.
Dear W. Heitman,
I am enclosing a copy of the February 19, 1997, fault summary print out for the above
mentioned project. Before the Construction Division accepts the quality of construction
for Shelly Lake P.U.D. the following repairs must be made. • Gasket visible at rigid coupling on S~` Lane, approximately 92 feet east of MEi
160.2I4.5, requires dig up
• MH 162.3/4.6 has a step missing and in unpaved roadway
• MH 160.2/5.1 in unpaved roadway (adjustment rings and mortar)
• MH 160.9/5.3 in unpaved roadway (adjustment rings and mortar)
• MH 161.0l2.2 missing bottom steps (linger barrel section has no steps)
• MH 162.0J4.2 patch lift/rung holes
Thank you for your help in getting the above items resolved. Please give me a call at 456-
3606 or Fax at 324-3478 when all the items have been completed. I will then request that
the sewer line be re-tv's and reinspect the manholes. 'Sincerely,
Pennlowers
Inspector
c: Utilities
File
1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 4563600 FAX: (509) 324-U78 'I'DD: (5d9)324-3166
FEa. -10'4~(MoN) 16;07 LAuDMARu $uaLaERs TEL:509 467 2578 P. 001
February 10, 1997
' Tetry Lightfovt
Spokane County Engineers
1026 W. BroadwaY
Spokane, Wa.
RE: 'YV SeWeI Lai71eS, Shefley Lake
Dear Terry:
Please schedule the re-TV af 5helley Lake sewer.
Lester Johnsan is flu5hing systerrf `I'uesday, Febniary 11,1497. System wiU be ready far
TV Weclnesday, F'ebruary 1 2, 1997.
Shauld these he any questioas please call.
Sincerely, `
~
Rabert L. Hezanan, Jr.
DEVELaPER BOND REtilIEW FORM
Praject Narne: L-A-vcE .1 )
Projecf Number: I 7~~
LoCatIC}fl:
. ~
Qrig inal Bond Rmnunt: 1 ~`r~
Original Bond Date: ,,7/fel-7 7
9~
Bond Balance: 1d~ 7
Bond #
REV9EW
Last Review ❑ate Qr Punch List Date: R~ov !77 -7
Wark Fiemaining to be Campleted: ..u.--~ •f~~ ' ~ f ma~g"~W*)MV
04.wn
Reuiewed kay: Date:
FEndirags:
RECOMMEN❑ED ACTIaN:
(Circle Actian)
1. Release Bond 2. Reduce Bond 3. CQnfinue Bond
$y, Date:
Actaan Taken: (Circle Rction)
1. Release Bond Lefter 2. Reduce Bond Letter 3. Continue Bond 4. Nane
gy, . Dafe:
FOLI OW lJP
F❑11aw u'p 5cheduled: ~01,
Gomments; -
Files Updated GQmmenfs: , aate: , By:
Files Updated Camments: Qate: By:
Files Updated Commenfs: _ Date: By=
Files Updated Camments: Date: BY:
Files Updatad Gamments; Date: By:
DEVELOPER BOND REVIEW FQRM A-1
Praject 1Vame:
Project Number:
Lacatinn:
originaC Bond Amount: ~25
Di`fg[`na[ Bond Qate:
BC}Cld BalanCe:
Bond # • - `
REVIEw
Last Review Date or Punch L9st Qate: ~-7
Wark Remaining to be Compfeted: •
&d,
Reviewed by: Date:
Findings:
RE CQMME-NDED A CTI0 N:
(Circfe Actiarr)
1. Release Bond 2. Reduce Bond 3. Cantinue Bond
By, Qate: .
pction Taken :
(Circfe Action)
1. Release Bond Letter 2. Reduce Bond Letter 3. Continue Bond 4, Nane
By: aatA:
FOLLOW vP
Fallvw up Scheduled:
Comments:
Fi1es Upda#ed Comments: Date: BY:
Files LJpdated Gvmmersts: Date: By' ~
Files Updated Camments: Date: gYs
Files Updated Comments: [7ate: _ By:
Files Updated Cornments: Date; • By;
(1)#LEAFIRST H4AlK
NEMBCAFW
L( C VO: G1. 9486L1 :3A7 E
BAZiK OF AMERICp! i~T & SA DOINTG BUv7INESS AS SFA~rRS~ ~APV
INTERP7ATI{?NAr, TRAT3E C3PFRP1~'i'ION~
~~ENUEf FLaOR 31. sEATmLE, WASHrFcToN qRI04
SE.ATTLE-FIRsT NATIDNAL BANK MERGED INTO Rkt°K OV AMFRZCA A3T & SPk,
EFi PCTIVE JANrJ~RY 1r 1997
Ji]NE 17, 1997
BFhlEFICIFaRY:
SPOKAME CO[1h?TY ENGINEER' ~ OFFI~CB -
A't`7'P': TJAVE BERTO
1075 N. BROAI`)WAY
FFJ4J7JAS 7
r~ ~ OKANE, ~l,7 A 99260- 01 70
ACCQLI}."r"T PA R.`.f`Y:
SHELLEY r,AK;P, DEVFC,OFMENi
8205 V pTr,,tISIOI+r SUITE; H
SPC~KANE WA 99208
f)[JR STANDSV LETT:F'R OF C."RFDT'E' MO. G194866 DATED MAW ?9, 199? TN
FAVO R 6F -sPt?KA R~~ COTr, t+fCIhE EJR' S 0 F?'iC`F19AM, ND FD AS 'FO ri',OWS:
I 1. 'I'HE AMOU1V'Y' QlE` 'T'HTS TFTTER OF '"REDI'" i S RE'•DI]CErJ E3Y 1.')7r 100. 00
, TJ . 5. i]OLr~P~~S FOR A 1~~EW TO`.!'Ar, OF 60r 80(} . 00 U. S. i7d3LLARS.
THI S LET`t°1F"R [)F CREI3IT 15 +[}`I'HRR~a,~ISF, r.3p?r-HAA7GEL]. THS S I5 AME1+T'1' MENT
NUMBER 001
I THTS AMEATDMtx+lT `°.t}NSTITLlTES AV ItfiTEGRAL PART {7E'' ANI3 MUST BF
ATTAC'HFD T{) THE C}RIGIA?AL C'.REF3IT.
BANK OF AMERT:'A NT f~ SA DtJTNG BUSIA?E5S A5 SEAFIRST BANK
BY: 41~. ~ r,~n A,
AvP & LrTr. Ol? CREDIT aFFIcER
cr ~ ~ DH~
c 03 N
J~ a k" .~rr7) a r _fn] D L ~
FpRM 6075 AEV (]1 /97
AjsEAFIRsr~
Nas+ernt~er 25, 1996
Mr. Ranald C. Harrnan, F.E.
Spokane Ccaunty Engineers
NQr[kl 811 JEffeC5C1f1
SpQTCaIIe: WA 99260
RE: De►reloper: Shelley Lake De►relvpment
Shelle}+ Lake
Dear Sir:
Funds in the amount of $187,900.00 are being held in a specnal nnninterest
bearing accaunt in the name of Sheiiey Lake Develapmenl for the purpose of
assuring cnmpletian of instaTlatinn of raadway surfaGing, curbing and starm
d_rainage in Shelley Lake in accordance with the drawings and specifications
as subrriitted ta and approved by the County of Spokane Engineer's Office
(3cteber 7, 1995. Np funds wilI be disbursed f'rom ihis accounl withosat the
prior written autharizatien of the 5pokane County Engineer. 'I'his seE aside of
funds wilI nvt he revoked withcsut the consent of the County Engineer.
In the eVenC that the completion and accepzance of thc above-named
irnprQVements far rnaintenance by the County of Spokane are not
accornplished within a period of one year from the date of this agreement, all
funds remaining in Lhe accaunt will be forfeited to the CounTy of Spokane
upon written request by the Spakane Gounty Engineer's Office to 5eafirst
Bank. It is understcavd and agreed that upan forfeiture of the funds ta the
County of Spokane, that the CDUnty of Spokane will lhen undertalce cofnpletion
of Rhe improvements to be acGomglished wittain twelve (12) months frQm the
date of the forfeiture of funds. It is further understood and agreed that in the
evenF of any shortage of funds to cornglete improvements, the Caunty of
Spokane may haWe recourse against ihe developer named above.
Ik is specirically undeastoad and agreed by the parties, that in nolding funds
fflr this development, Seafirst Sank is not ser`ring as guarantar for any
additional Costs iracurred hy the County of Spokane in the cornpletion and
accepcance of the aboWe-named improvements.
ACGEFTED ANL3 APPROVEI] this day of ,1996.
SHELLEY L EVEL P SEAFI Tik, NK
HY: F. ~;i.!~.,.'P ~k BY• C',~
O8- R~r L. ~T~M~►rv, rR, P,~RrrrrrER BRi~
r~ A. ,f*CHaW
A55I5TA~.JT ICE PRESTI3ENT
BY ~.Zr./ ~ .
RfCHARD C. ATELSC)N, PA,RTNER C}FF[CE C7F TBE SFC]KANE G[3UNTY ENGINEER
BY:
Seaikrst Bank West 601 Riverside Avenue, FPoor 515pokane, NlashEngtan 99201 Telephone (509) 353-1093
.
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4
1][VISIi7N qF ENGiNEEAIAIG A[Vf] Lii7A65 • A IJIoJ[:alaA1 L7F TH$ PUBL[C WtJR[CS DEPARTIvfrNT
William A. fuhns, E' E, County Engineer 'C]ennis 1v1 5catl, P E, T}irector
June 2, 1997
Seafi.rst Bank .
C/0 Rabert L. Heitman +7r.
North 8205 37ivasion Streat
Spvkane, WA. 99268
. i . . . . . ri na RE: 5he31y Lake P[717
P 1T5❑
Shelly f,ake I]euelopment
Dear Sir ar Masiam:
Please be adva.sed that the IrrevoCable Lettex Qf Credit Ncr G154865 iasued by
your company aa surety €or insta3latione of rvads and aseociated drainage faci],ities
for the above mentioned plat, dated May 28, 1997, in the current amaunt r,f $197,900,00
may now be zeduced ta $60, 8i}O.4Q 1 sbxty thflusand eight hundred U.S. dol3.arsf.
Tf.you have any questiQns, feel free.t❑ call our affice
Very truly yaurs,
Sill Jatans, F.E.
Spv~Can~ Cc~ ty~ Engisseer
David A. Berto
Plat Compliance 5usveyor
1026 W. Broadway Ave. •Spoknne, WA 99264=0170 •(509) 456-3600 Ff4)t {509} 329•3478 Ti)D: (509) 324•3166
2ND43vnd Reductian
PRO,lECT Shelly Lake P175fl NAME PL dATE 02-lun-97
DRAINAGE fTEMS LfN17S QiJANTITY f'RICE COST
i] prywell - 7ype A @ 10% EA 05 1250.(10 625aa
c) f7rywel] - T}+pe B@ iQ°Io EA 07 1560.00 1092.00
3) Grate - Typ+a 1@ 10% EA 04 315.00 12600
4) Grate Typ~ 2 EA 340.0[} Ct 0[3
.
5] Grate - Ti ype 4~ 10°o EA 12 300.00 36000
s 16.00 66800
) Bac~u ~ar°i~irv @ 1aa,~ cv 43 '
. "7) Cancrete Infet @ 1 a°r6 EA 04 7%00 300.00
, 8) C M Pipe 10" Dia LF 23 00 0.00
9) C AA Plpe 12" Qia @ 10% LF 193 27.00 521.10
10y C M. Pipe 95" Dia LF 2780 0.00
11 }C,M. Pipe 18" Dia @ 10% LF 11.3 31 50 355 95
12) Precast Manhvte EA 150000 000
13] 5olid lid EA 310 00 0.00
94] Elrtoh Excavabon CY 1000 0.00
15} Pand Excavativn @ 50°Io CY 345 10.00 345000
96] Seeding @ 100% SF 18520 007 12916.40
N❑N STANDARD QRF1lhIAGE ITEMS
1) tni:inert vaiJit c►,rb intet , EA zsa.no a.oo Z) n.00
3} o.aa
4) a 00
DRAINI4GE SUBT{3TAL 8814.45
15] hqor►uments @ i dD% EA 7 185.00 1295.GO
17) Bamcade LF 33.00 0.00
i$) 5tr'eet Signs @ 900°eb EA 3 85.00 25500
DTF#ER SIJBTC]TAL 155000
GRADING, SURFAC{NG, C11R8, AND 51[7EWALK 19] Raugh Grade @ 30% CY 433.8 8.0[] 3470.40
20) Tdp Course @ 10% CY 2494 1600 3990 40
21} 8ase Caurse CY 1600 000
22) AspFsalt Cattcrete @ 10°i6 Tvns 214.9 4440 9549.56
23] Curb Type A LF 7 0D 0.00
24} Curb Type B@ 10% LF 636 8 00 5088.00
25} Curb Type R LF 8.00 0.[)0
26j'`idewalk 40% SQ YD 1696 16.70 28323.20
NC7N=STANDAa[] R0AD bfiEl41S -
1 j 000
2) 000
3) 0.40
GRADING AND 5LIRFACl1VG 50413.55
fNSPECTION SERMIICES
1) Inspection 5ernces, Fieparta & A.s-Buslts for Public EA i . . G.00 , , .e •
2} Inspectimn & Record Dravsnnga for Pnvate Roads EA 1 4.OU
CC]NSTRUCTIQN TOTRL 50,778.01
L1SE $60,600 00
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- ' , . iC~M ~ .r• r F~ . d'iy . ~r""`,~ `%.tiL
~ ei ' : ~.~,n.. _w.•Y..~~~'f.; ~ L".:~ ~Y, a.~. r t'~' ia7'!; w . r . ...N~~ if!1`'d'~trV.4 ~'j ~ r u .~J . _ . _ i
.jnd Reducfian
- - - - -
,-R❑JECT 5helly.Lake P17517 AfAME PL ' f)ATE 21-NaW-9E .
DRNINAGE 17EMS UN€T5 Q9JANTeT's' PFiICE ~ CC35T
1) L7rywel! -Tppe A@ i B% EA 05 125000 62500 Fd
2) Dryweil - Type 6@ 60°Jo EA 4.2 156000 6552.00IC7
3} Grate - Type 1@ 90% EA 3.2 315.00 1008.00I0
4] Gra#e Type 2 EA 34000 000
5] Grate - Type A@ 60°!n EA 7.2 300 00 216(] 0p /0
63 Backfill Far CiW @ 60% CY 258 ifi QC1 4128.00/d°
7) Concrete Inlet @ 30°rG EA 1.2 750.00 900 UO /0
8) C.M. Pipe 10° Dia. LF 23.00 0.00
9] C M. Pipe 12" Uia. @ 't{]°ln LF 193 27.00 521.10!0
10J C.M. Pipe 95" Dia. LF 27.80 pAa
11) C M. P€pe S 8" Dia. @ 60% LF 67.8 31.50 24 35.701'0
12) Precasf,Manhale . . , EA 1500.00 0.00
13} 5tatid lid EA 31000 000
14] Ditch ExcavatiQn CY 1000 0.00
15) Pond Excavatiorr @ 60°!n CY 414 10.00 4140.00 .O
163 Sesding @ $ OU°Jo 5F 18520 007 1285,40 AlJ0
NON STANaARD DRAIiVRGE ITEMS -
1} VIIilbert Wault Curb Inlet Eq 250,00 0.00
2) 0.00
3) 000
Qr 0.40
DRAINAGE .^aU67QFTAL 2346620
16) Mvnuments @ 9 pt3% EA 7 185.00 1295.00 /00
97} Barricade LF 33.00 000
98) Street 5igns @ 1[}0% Er4 3 85 00 255 fl0/Ob
C]TNEF2 SLFBT(J`fAL 1550.00
GRADING, SURFAC3NG, ClJR6, AND uIQEWALK
19} Raugh Gracle @60°lo CY 2602.8 800 20822.40 IQ '
20) 7op Course @ 84°h CY 1496.4 1600 23942,40
21) Base Course CY 16.{)0 0.00
22) Asphalt Concre4e @ 60% Tans 12894 44.40 57249.36 !D
23} Curb Type A LF 7.0o 0.00
24) Curb Type B@ 5d% LF 3180 8 00 25440 00 !0
25] Curb Type R LF 8,00 0 00
26) Sidewaik @ 50p/a 5Q Y[? 2120 16 70 35404 p(} zjfQ•
NOfV-STANQ,4RD ROAp 13EMS . . . . . , 0.00
• o , av •
3} 6.00
GRADIdVG AN❑ SURFAC[h!G 152858,16
INSPEC7iQN 5ERV1CE5
1) Inspectian Services, Repot'ts & As$uilts far Pu6fic F 4 i 000
2] lnspecGon & Record Drawings far Ptivate Roads EA 1 0.00
CC?NSTRfJCTIQN TOTAl. 187,87436
USE 161,900.00
.
~ SEAF►RST QAN►~
L/e No; c194e66
.BAV~K OF AMERICA NT & SA i]f)I-NG BUSINESS -A5 SEAFIRST,BANK- •
INTERNATIONAL TRAL]E QPERI1TIfJNS
9[]0 FiFTH AVENUE, FLOaR 31. SEAT`I'LF. WASHIIVGTDN 98104
SEA'TTLE-FIRST NPiTIONAL BANEC MERCED INTQ BANK OF AMERIGA NT & SA
EFFEGmI'47E 3ANiIARY 1 ■ 1997.
MAY 2$, 1997
TRREVVCABC.E STALVDF3Y LETTER f]E CREDIT NO. G194$66
BENEFICIARY:
SPpf{ANE GQUNTY 'E°NGINEEAS aFFICE
ATTN: DAVE BERTO
1026 NORTH $RDADW~Y
FLQOR 3
SPOECANE, WA 99250-0170
APPLzcANT;
SHELLEk LAKE DEVELOPMENT
$205 N. I7TVIST(7Nr SCJITE B
sPoKANE, wA 99208
AMOU'[dT: CTSD 187,900.00
{ONE IiiJND~ED EIGHTx SEVEN THOUSANI] MINE HUNDRED ,AND N01100
GQLLARS)
WE HEREBY ISSi]E OCTR IRREVf]CABLE STANLIBY LET`PER 0F CREDIT 11I0.
G194$66 IN ]LOUR FAVOR■ WHTCH I5 AVATGABLE FQR PAYMENT BY YDUR
L?RAFTS AT STGHT DRAWN aN LTS SHOWING THE NIIMBER AND DATE OF '7'HTS
LETTER OF CREDIT. DFdAFTS ARE TO 13B ACCQMPAN2ED BY TI3E FOLLdWING
f?QCUMENTS :
1. BENEFFCIARF' S STATEMEfVT SEARING A SIGNA'I'iIFiE P[]RPOK'&'ING 'P4] BE
THAT OF AN ALTTHflRIZE❑ REPRESEA]'I'ATIVE OF SPOKANE COUNTY
ENGINEEk2S, 1026 WEST $R+DADW'P,Y AVENi1E, SPOKANE, WA 99260-0170
STATLNG:"I, 'PHE UNOERSIGNED Di]LY AUTHORIZED REPRESENTATIVE OF
SP43FCANE COi7NTY ENGINEERS. HEREBY CERTIFY TI-IAT THE AMQUN`1' DRAWN
UNDER THI5 LETTER OF CREI7IT, G194856. REPRESENTS THE AMQUNT
0F MONEY REQUI REIJ TO COMPLETE THE INS3'ALLATI0N OF ROADWAY
F1vIPR0VEMFNTS INC:LUDING GRADIIVG, GFZAVEL, PAVING r CURBS,
SIQEWALKS, STORM DRAINAGE. DRAINAGE SWALES, MDNUMENTS,
STREE'I' SIGNS AND/OR DTHER W{]RK A5 IS INCIQENTAL AND RELATID
THER8Ta IN ACGi7RDANCE WI'I'H TkE ❑RAWINGS ANfl SPFCIvICX'r[6~YS AS '
SU:iBMITTED TQ AND APFROVEQ BY TH~ SPOKANE C0UNT EHGINEERS'
QFFICE ON (DATE RDAD PLANS APPRC}VED)
2. ORI4;INAL OF THIS LCTTER OF CREDIT
COlVTINUE❑ ON NEXT PAGE
FDRF.s 6075 fiEV 01V97
4
U ~IRST &4►VJ~fi
L/C NQ: G194866 PAGEy 2
SANK OF AMERICA NT & SA DOIh'EG S[dSINESS AS SEAFTRST SANK
INTERNATI(JNAL TRADE DPERATIQNS
800 FIFTH pVENUE. FLaOR 31, SEATTLE, WASHTNGTON 98104
THIS'LETTER OF CREDIT 9XPIRES AT 9[1R COUNTE~S CURRENT~k'LocATEn
AT $00 FIk"TH AVENUE■ FLdOR 31, SEAT"I'LE, WA AT 3:30 P.M. ON
JUNE 01, 1998 C3R ANY F[]TFJRE EkPI RATIQN DATE A5 PROG'TDED
FaR BEGdW.
T€iTS STIS,NDBY LETTER OF CREDTT SHALL BE AIITQMA'FICALLY EXTENDEO
WITHGITJT PiA'IENDMENT FOR AN AaQITIONAL PERIOD OF 4NE YEAR FROM
THE PRESENT ❑R EACH FUTURE EXPIRATIQN DATE UNLESS WE HAVE
NOTIFTEO YQ[1, THE BENEE`TCYAAY, TN WRZTING AT LEAST
Txr rtmY (30) DAxs BEFpRE SUcH ExPrRATION DATE TxAT w~ ~~~CT
NnT TO RErrEw TxIS STANI3BY LETTER OF cREoaT. OvR NoTzcE OF sucH
ELECTION SHALL BF DELIVERED VIA OVERNIGH'T COURTER T❑ THE ASC7VE
A17DRES,S. , ,I , , . , , ,
WE HERESY ENGAGE WITH YDII THAT DRAFTS ANL3 DdC[]MENTS T]RAV+TN
UNaER AND iN STRICT CdMPLIANCE WLTH THE TERI+tiS OF THZS LETTER
❑F CREDIT WILi, BE DULY HONOREL} LTPf]N PRESEN`I'ATION TO L]S.
ALI, CHARGES RELA'I`TNG T❑ THIS LETTER {)F CREDIT DTHER THAN THC3SE
OF THE I SS UING BANK ARE FC1R THE ACCf3C1NT OF THE BENEFICIp,RY.
THIS GETTER 0F CRE17I`I' IS SLIBJECT Tb UNIF(]RM C[JSTOMS AND
QRACTICE FQR DC]CUMENTARY CREDITS, 1993 REVISION, ICC
PUBLTCATFON Nfl. 500.
wp & LETTER {7F CREDIT dtFICER RIIGE P ~ENT &9TEAM MANAGER
VIA DHL
Fs7RM 6075 REV 0 1197
.
~
~r
~P C) r--- A, T-i E C v i_r rv -r- ~
T]iVIs1C3N GF ENCINEF-AIIVG Aldp RCsAI?S • A DIV[S1CJN OF TI3E Pi1$LIC LMC7RIC5 DEPARTPaSEfJT
William A. jahns, l' E., County En$ineer d)ennis M Scott, P E, l]irector
' sune a. 1997
seafirst Bank
CIO Robert L. Heitman Jr.
NoXth 8205 Division Street
Spa3cr1ne, WA. 9920$
RE: Shelly Lake pUD
g :.175o
sneilY Lake nevea.opment
near Sa.z vr Madam:
Please be adva,aed that the Mvrtgage set aside funde igsusd by your
company as surety fvr ansrallativns ot roads and asavGiated drainage
facilities fvr the abvue mentianed plat, dated [3ctober 7, 1995, in the cuzrent
amount rf $187, 900 . 04 may nora be reXeased.
iw. . . n i C sa
If you have any questions, feel free tv cal1 our office
Very truly yaurs,
Bill Jvhns, P. E.
5peakane Coure y Engineer
()a4e'5~-
David A. Bertv
Plat Compliance 5u.rveyor.
1026w. scoaaway ►rve. • spdkane, wA99260-0170 • (509) 456-3s~ FAx: (509) 324-3478 TtiD• (509) 324-3166
E
May 29, 1997 ct
99,>
Terry Lighffvvt
- Spokane County Engineers
Construction Departrtrnent
1 026 W. $roadway
" Spokane, Wa. 99260
RE: CvnklinlRvtchfvrall4th Ave. Roadvvay Imprauements
Dear Terry:
A significant portion of the roadway improvemenfis have been cQmpleted araund the
Shelley Lake developrr►ent.
r The process af caanpletion vf the remaining pQrtian of sidewalks and storm water
retention pand landscaping will and is continuing.
Please reduce the xvad bond currently hePd in the amaunt af $1$9,000 tv the lvwest
amount possible.
Terry, your attention to t.his matter is greatly appreciated.
Sincerely,
Robert L. Heitman, Jr.
MAY.-2969.1(THU) 09J6 LANDMARK BUILDERS TEL-509 467 2578 P.001
May 29, 1997
Terry Lightfoot Spokane County Engineers
Construction Department .
1026 W. Broadway
Spokane, Wa. 99260
, RE: Conklin/Rotchford/4th Ave. Roadway Improvements
Dear Terry:
A sisnificant portion of the roadway improvements have been completed around the
Shelley Lake development.
The process of completion of the remaining portion of sidewalks and storm wateT
retention pond landscaping will and is continuing.
Please reduce the road bond currentty held in the amount of $189,000 to the lowest
amount possible.
Terry, your attention to this matter is greatly appreciated.
Sincerely,
~
Robert L. Heimlan, Jr.
E ~
Nave rnbe r 21, 1996
Rabert L. Heitman
8205 NartYx Division
Spokaxie, WA. 99208
RE : She~ly Lake
PraSo
Landmark Builders
Dear SiY' :
Please be advised that the Sond amaunt requireri by
Spakane Caunty as surety for installaC.ian af roads and associated
drainage facila.ties fQr the above mentianed plat, has heen
reduced to $187,900.00 (one hundred eighty ~even thousand nin.e
hundred Tl. S . dollars)
If yau hazre any questiQns, feel free to cal,l our office
Very truly yours,
Bill Jahns, P.E.
Spakane County Engineer
I7avid A. Serto
Plat Cornpliance Surzreynr
ASt BoI id Redt.!{Ct1t711
PRQJECT Shelly Lake F'7750 NAME PL DATE 21-Nav-96
aRAINAGE ITEMS UN178 [1UANTI`T'Y PRICE COST
1) prywell - Type A @ 1 Cf°Ju EA a.5 125004 625 00
2) C]rywela - Type B @ 60°/o EA 42 1560i]U 655200
3} Grate - Type 1@ 80% EA 12 31500 1008 04
4) Grate Type 2 EA 34000 0.00
5) iGrate - Type 4@ 60% EA 7.2 30000 2460 00
6} Backfill For DW @ 66°r6 CY 258 16.00 412800
7) Concrete InleB @ 30°lo EA 1.2 75004 904.00
S} C M Pipe 10" Dia LF 2300 000
9} C M Pipe 12" dia. @ 10% LF 193 2700 521 10
10) C M F'ipe 15" ❑ia LF 2780 000
11) C M Pipe i S" Dia. @ 6p°r5 LF 678 31 50 213570
12) Precast Manhale EFI 150000 000
13) 5olid lid EA 31000 [}.[1[1
14) []ftch Excavaton CY 1000 000
15) Pond Excavation @ fi{]°h CY 414 1000 4140.0[1
16) Seed"[ng @ 100% SF 18520 007 1296.40
N[71V STA1VdFyRD bRAIIVAGE ITEMS
1] Wdhert Vauft Curtr Inie# EA 25004 0.00
2) 000
3} 0.00
4} 0.00
❑RAIAIAGE SUBTCITAL 2346620
16) Monuments @ 1 DQ°1o EA 7 18500 129500
17} Bamcade LF 33.00 000
18} 5treet 5igns @ 100% EA 3 85 00 25500
QTFBER SUBTQTRt 155000
GRADIiVG, SURFACING, CUR$, ANp SIOEWALK
19] F2vugh Grade @ 60% CY 26018 800 20822 40
20} Top Cmurse @ 50% CY 14964 16 00 23942.40
21) Base Course CY 1600 0.00
22] Asphaft Goncrete @ 60°Io Tons 12894 4440 5724936
23} Curh Type fl LF 700 0.00
24} Cur6 Type B@ 54°.6 LF 3180 800 2544000
25} Curb Ty,pe R LF 8 00 0,00
25) 5idewalk @ 50°/o 5Q Yf7 2120 1670 3540400
NON-STAhIQAR❑ RQAD ITEMS
1) 0 00
2) 004
3} 0,00
GRADING A#Vf] SLlRFACING 16285$.116
INSpECTqON SERVlCES
1} Enspectnra 5ervices, Reports 8 As-Buiits far Pubiic EA 0.0[}
2] [napecbon & RecQrd Drawngs fvr Private Raads EA I 0.00
GONSTRUCTION TQTAL 187,874.3E
USE 187,900.00
, - . OFFICE C3F CC3U1VTY ENGINEER
3P4i{ANE CQ4INTY, WA5HINGTON
~ r DatP ,g
lnter-off3Ce Gorrsmunication
Te ff'J •
~~='p
From
Su6 jest ~ f~ - ~ I ~ 'd ~.(~FT 1'~ /a_
.
Form 323-C k - !
~
.Raad and arainage Bonding Estirraate ')f)
_
PRDJECT Shefly Lake P1754~ NAME PL DATE 30-Dct-96
' ~
QRAIhfAGE iTEMS UNITS QUAh1TITY PRICE COST
1p[3rywell - Type A EA 5 125000 8254 00 10
2} Drywefl - Type B EA 7 1560.00 10920.00 !v0
3) Grafe - Type 1 EA 4 315 00 1250 00 SD
4] Grata Ty,pe 2 EA 34000 000
5) Grate - Type 4 EA 12 30040 360000 (oFJ
6) BackFill For DW CY 430 16 00 6880 00 &Q
7] Cancrete Infet EA 4 75000 3€}{1000 '~O
8} C M. PiPe 1 Q"' Dia LF 23.00 000
9} C.M Pipe 12" l7ia LF 193 2700 5211.00 I0
10} C M. Pipe 15" Dia. LF 27.$0 0.00
11) C.M. Pipe 38" Dia. LF 113 31 50 3559 50 64
12) Preeast ManhaRe EA 1500[90 0.00
13) So1id &id E11 31000 000
14} Diich ExcaVaftan CY 1 0.00 0.00
15} Pnnd Excavativn CY 690 100{] 690000 60
16] 5eeding SF 18520 O.07 1298.40I00
- -
NC]N STANDARD DRAIhIAGE ITEMS
i] Wiihert Vault Cur4 Inlet'W--°-------~-- EA 25000 0.00
2) a.[10
3) 0.00
0.00
-----_________s.
a3iAINAGE SUBTtJTAL 4887690
16) MDnuments EA 7 18500 1255 0U !0G
17j 8arricade LF 33 00 000
18} Street Signs EA 3 85.00 255.00 /,90
--v------------ t]YHE#i SIIBTaTAl. 1550.00
GRApiNG, 54JRFACENG, GURB, ANO SfDEWALIS
19) Rvugh Grade CY 4338 800 34704.00 j~O
20] Tap Caurse CY 2494 16.00 39504.00 &0
21) Base Course CY 1600 0-00
22] Asphalt Cnncrete Tans 2149 44.40 35415,60 (vQ
23) Curb Type A LF 700 0.08
24] curb Type e LF 6360 800 50880 afl 5'0
25j Cuc6 Type Fd LF 800 0.00
26} 5idervalk SQ YD 4240 1670 70808A0 5'0
NON-STAMI]AFtC3 ROA❑ ITEMS
1) 000
2} 0.00
3) 0.00
GRAf]ING A€JD SURFl1CING 29171160
1N5PECTION SERVICES
1] Irrspection 5ervices, Reports 8 As-Builts forPuhiic EA 1 0,00
2] Inspacfion & Fiecord ❑rawings fvr Private Roads EA 1 000
- -
CO'NSTRLICTIDN TCITAL 342.13850 L!
' ~
fNSPECTIC7N TOTAt 0.00
£
OFFICE OF TH}3 C(3UNT.lt ENGINEFR
SPDRANL COiTNTY■ WASHINGTON
TC3: JIM R.AimKE
FRQM : DAVE BEFtTO
DATE : December 20, 1996
SLTIIJECT: BONT] ITEMS P1750 SY-IELLY TaAKE
The bond for the above mentioned praject is for the
follawing items :
1}A11 the items on the appraved road and drainage plans.
2} Bond has been reduced for vaork completed.
November as, 1996
Mr. Ronald C. 1-fotinan, P.E.
Spokane Cvunty Engincers
Nvrth 811 leffcrson
5pokane, WA 93260
RE: 17cvelopcr. Shellcy Lake L7cvelapmcnt
Shclley Lake
I7eas Sir:
Funds in the atnount ❑f $187,9[]0.00 arc beiiig held in a special noninccrest
benrieig account in the nntnc nF Shclley Lake T]evelnpment for tho putposo or
assur9ng com,ple[imn of installation vF rraadauay surfacing, curbing and storm
drainage in Shellcy Lakc in accordance vvith the drawings and specificalinns
as suhmilted to and approt+cd by thc Cvunty n#' Spokane Engineer's drfiice
C?ctober 7, 1996. No funds wil9 be dis6ursed fram this account without tt7e
prinr written authvrizatiQn of the Spokanc County Engineer. 'i`his set aside of
funds will nat be rcavked witticaut the consctit of ttic Gounty Cngincer.
[n the eVent that the carnplctinn and acccptance of the ahovc-named
improvemencs for maintcnanc❑ by the County nf SpQkanc are not
accnmplished wilhin a pcriad of one year f'rom the dale of Rhis agrecment, a11
funds remaining in the accoutsl wi11 be Correitcd tn the County aaf Spokane
upon wrilten requesC by the 5pakane County Engincer's CIFFice to 5eafirst
B ank. It is understond arad agrecd tha[ upnn fnrfeiture of the funds to the
County of SpQkanc, lhal ttZC Cvunly oP Spqkanc will then undertake carnplelinn
nf lhc improvcments tv he accomplished wilhin lweive (l2) months from tfic
date caf the forfGilure of funds. It is furttier understond and agrecd lhai in tlic
cvent of any shortage nF Cunds to eoinplele impravemcnts, the Count,y of
5pokane rnay have rccourse agairist the dcae1opcr 17aIt'1Cd abovc.
It rs speeifically unc9erstnad and agrccd by the partics, that in hoIding funds
for this devc1opmcnt, Seafirst Bank is not scrving as guarantnr fvr any
addilional casls incurred by the Cvunty of Spokafie in the cnmpletinn and
acccptance ❑f the aboVe-named improven7ents.
ACCEPTED A1~D AF'F'ROVEI] ihic c1ay i)f ,1996.
t
$HELLEY LAKE,i]EVELOPMEN7` 5EAF[R5T NK
k3Y; ~'1:~:~„` r'',f .f~~~:;i `.r~•_. BYj
RCJBr--RT L. HEl'i'MAIV, !R, i'AR`I'NER dR[AN A.,ICHOW
ASS 1S7"A~1T; ICE PRES T1]ENT
BY.( ~ ~t%_ ~ 9
RfCHARI] C. NEGSi]1V, P11RTNER
OFr-`[ ~ S I~E M NGINEER
BY:
Seaflrst Bank West 601 R{verside Aventie, Floor 5f5pok2ne, Washinglvn 99201 TelephQne (509) 353•1093
NOV.-1?'46(TUE)10:50 LANDMARK BUILDERS TEL:509 461 2518 P.001
- Novemher 12, 1996
Mr. Terry Lightfoot
Construction Departmettt
Spokaae Coimty Engineers
1026 W. Broadway
Spokane, Wa 99260
RE: Shelley Lake Bond Reduction
Plat #1750
Dear Terry:
I have received the bond amouat oa Shelley Lake from Dave Berto in the amount of
$342,000.00
As you aze aware we have installed the curbs and paving and stotm drainage ta 4th
Avenue and Rotchford Drive. I would ask that we receive a bond reduction based on the
amount of work completed to date,
Sincerely,
4tq
Robert L. Heimaan, Jr.
RLHIbs
r FEB. -QPIMRH 16:46 LANDMARK BUILDERS TEG :509 457 2578 P, OD?
February 7, 1997
Bill John5
Spokane County Utilities
1o26 W. 8rc+adway
5prrkarte, Wa. 99260
RE : Shelley Lake,Side Sewer CannectiQns
Dear Mr. Johns=
Per our second telephone convearsatian at 3.00 PM vn Friday,
Fcbruary 7, 1997, C& SExcauating & Chipping, InC. agree5 tv:
Go four years beyond our prabation period
to bs responsible f'or any side service
prab lems that may arise .
S3.ncerely,
, C& B EXCA7ATING & CHI'PF'ING, INC.
ook~ f(7~~ -4 •
.
Robert L. kfeitmar], Sr.
FEB.-4717[FRII 16:46 LANDMARK BUILDERS TEL:509 467 2578 P,401
February 7, 1997
8i11 aohns
Spokane County Utilities
1026 W. Broa+dway
Spvkane, wa. 99250
RE: Blackhawk Nrarthwest, Side 5ewer Cvnnectfens
Dear Mr. Johns :
Per aur secand telephane cvnversation at 3; QQ FM vn Fr3day,
Februaary 7, 1997, C& BExcavating & Chipping, Inc. wil~ ~bide
by aT1 the contents of the ZBtter dated February 3, 1997 to
Landmark Builders, Inc. from Xevin R. Cvoke, P.E., Sewer
Plannfng and Aesign Manager.
51riCeTelya
c & s ExcAvA2ING & cHxpPING. INc.
RObGIrt L. He],tRl`eiTl~ Sr.
sp C)~ I<a1,J E N'r -Y,
L.ITFLITIES DIVSSIOAA • A dIVESION OF 7HE Es[lSLIC WOglCs aEPARTdvfEiV'9'
N Brure Rawls, P E, Utilities Uireclor L7QiliS]S M. SCr]t[, P.E., Dsrecfor
Febrtcary 3, 1397
Landmark Builders, Inc.
Attrr: Buster Heitman North $205 aivisian 5trset
Spakane, WA. 99208
Re: Blackhawk NW, 5ide Sewer Cannections
Dear 6uster:
This letter Ps a fallaw-up 4a the meeting of January+ 27, 1997, regarding the
instaflatian vl side sewers on the subject praject. As s#ated at the meeting, the
current instaflation +af side sewers is nat acceptab1e to the lJtifities ❑ivision in
#hose laca#ivns where they are tapped inta the tvp vf the sewer main. These
instaIlations d❑ not conform to the Gvun#y's 5tandard Plans and they are
cansidered by the Cnunty to 6e unacceptab9e fram an operatinns and .
maintenance standpaint.
For this sewer peojecf to be accepted by the aivisican af Lltilities, the sitie sewers
r,vi[1 need to be disconnected frorn the tap of the main and recvnnected in a Type
"C" configuration as shawn vn Standard P6an Nv. U-7 5. Before proceeding with
the side sewer wvrk, hawever, tFae Ime must be ehecked by #elevisian inspection
to ideratify any outstanding prablems with hvrizontal or verfical alignrrient.
fhave spvken with John Hvule, engineer with PW Pipe, regarding the
appropriate distance betrnreen 4-inch taps far side sewers in this situativn. Based
upon my discussion with N[r. Haule, t'he rep[acement taps mrast be made at Ieast
36 inches frpm the existing taps. Addi#iana9 requiremen#s for the replacement
work are presented helaw:
• AlI work must canfivrm to the Caunty's Standard F'lans and app1icable
sections vf the 1996WSDOTIAP'WA S#andard Specifications.
• Natify fhe DiV15tan of UtIIlt9e5 at lea5~ 24 h{]ur5 praar to starting fhe side
sewer wvrk, sv that Enspect'ron personnel may be scheduled to observe the
wQrk,
1026 W. Broadway • Spokane, WA 99260-0180 9 (509) 456-3604 FAX. (504) 456-4715 TL]D (509) 324-3I66
.
• At the sxisting cannections, remave the 90 degree bends and instali
standard PVG sewer pIugs in fhe PVC hubs o# the fNSERTA TEEs.
• Instafl saddle tees at the new tap locatians, using gaskets specificaify
designed fvr use with PW Rib pipe, irr strict accordance with thae
manufacturer's specifications,
• Cvre deili the haEes far Type "C" side sewer cvnnectivns no less than 35
cnches frvm the existing taps, measured center tvi center, and paralie] tv
the pipeline.
Piease calC me if yau have any questions regarding the approach outlined abave,
or if yau need any addi#ivnal irafarmation.
Sincerely,
Kevin R. G vke, P.E.
Sewer Planning and ❑esign iUlanager
c: Dennis Scattl5pakarae Cvunty
BEuce Rawlsl5pakane County
. Bcil :1~islSpvkari'e :CauRty .
Yerry LightfivotfSpvkane County
F, lvz ~
•A
FEt~ 0 5 1997 Is~OX-1:IF cCj:rjV
ry
~
~FCC. F I V E D
JAN o 8 1997
SPoKAttE COUNlY ENfiiNEER
'
January 7, 1997
Mr. 'Perry L7ghtfavt
Spokane Caunty Engineers
1026 W. Broadway AVe.
Spakane, Wa. 99260
RE: TV Sewex Fhase I Shelley
I7ear Terry:
Please schedule final TV inspection far fihe Shelley Lake sutSdiVision.
Sincerely,
1'1*'tz -
Robert L. Heitman, Jr.
s
a) 'C
! e 7
~
~ ~ 49'L
/
~
~ r _
*s
• ASPIIALT PENAL'FY ASr
'
PRDJECr NAME & NUMBER:
PiLUAP, CC]N'I'RAC. or DEVF-LOPER:
PAVINCa CDNNTR.ACTaR:
nATE oF PLACENLErrr: t H ( -4 ~
"CLASS" OF bM FLA.CTD. "A-°r -
®roAid [TNTT' CQS'' QF A.C.~'. 00 Tab or Band Estirnate Shect)PF-RCENT QIL IN NEX: 'L % .('From Mix bcsi rn (r. )
UNiT COST 0F ASPH. [~IL IN NM: fBa~ed on Currety t L.ocal Invaice Cost~
A5PRALT PENA.LTY CALCULAnON:
• Penalty Arnvunt ~ [(T.at Tornage X Z.Ini[ Cvst ACP} - (Lat Tons X Perccnt Oil X Urit Cvst af qil)l
_ X (k'ercent Penaa,ity)
IVvte. Please indicate ifpercent compaction gir+en belaw is ba.sed upan nucieaz' gauge densikies, or caXe densities
by placin,g 211 "N„ (fvr nuclear ,gauge) ax a"C" (for core) next to ttic vaiwe in tlle % Comgaction colunui.
Lot Tcans: ;56-b % Cornpaction: % Penal.ty: 5qo Penalty Amt. 530,60
Lot ''vns:Jl.~`~ %'o Cvmpactian: Q~/ % Penalty: 62YC7 Penalty Ami;
Lot Tvns: Compactaon: . %Q Penalty; Penalty Amt:
X.ot Tons: ~'o Compactivn; ~'o Penalty. Penalty Arnt:
Lot Torts: % Crrmpactivn: . % Penalty: Penalty A,mt:
,
Ca~G C~G ,
For lvts fa,iIing compac'vn via nuclear methods, ihe contxactvr may request Uzat cares be kaLken and used tv
detearznine campaction. Cazing cIiarges are assesseci at a xate af $75,00 for each cvre vbtaaned frvm a failing
1ot. Five cares per lot ace required tv determine percent compacdon:
,'Tatal, Coring Charges for Ab~~e Lats 4
104-5 au-s-'o . .
Tv~~ PEN~~~ ~OUNT:
Total genalLy a,maunt is equal to asphalt penaTdes p1E#5 CDI1-ng Ch3rge5:
TotalpPeilalty Arnount far Abvve Lcrts
-
' EIEL] BE!rgQ]RD QF P -
' DA'FE 4F PAVING:Z/-IJ-94 PA'VING CONTRACTDRdCaC
' C0NT"RAG"I' Ha . : EAV ozss PRflJECT NAME: s&,fA vL K r
LaT # 2- ; TdNSX~-D ; GAUGE STREET INSPECTOR~
~~SCR=PTxCH OF PAv32qa s su~~~~~ ~YPE, nEPTH,~ ~OA3DWAY sEcz=oN
aee zeverse siQe vf-~vzm zor example descr.iptivn] . .
~
_Adav> ;2 '1 CLA ~C'tO r}Iv Rd7refil'he11 ;2gLj„~f~ f 2Pd M Sr~ 1 4ll4r /e1 z 9 ~ 5W
_f-A.57- .2 LAAF-S. ~t, r
`
A:3FHALT CONCREfiE FAVMdN'1' ~OIdPACTION CaNMC3L :
Date Tested:jLjg, Is this a Re-Test? Rice Density:.a_6-.,3
ACP Class :0 B, C, E, E', G, C3ther : AT $ Thiclc z-v
Lane: Lt ar Rt : EB, WB, tdB, SE, Other
Leveling Wearing_X_ : Yeather: t Temp: Air -W Mat
ABPHALT C4NCRETS PAYEME&T RJLNpON 3AMPLS WORK SHEgT ;
(Refez tv WsFDOT Tes tI*thad Na.?I5, Cans truc tivrr Manuaa Chp. 9) .
L ENGTH Q FPAiTIIMENT :_/a.-;L9 WIDTH 0 E PAVEM EN'C : Y-4
HEGINNING STATI[7N: ~~faq FiHDI~BG STATION: 22t~'£~
Use Iast (2) digits rvm toda s standard count t6 enter Rarrtiam No.
(see reverse sfde vf.fvr•m far Randam Numbers Chart)
(x. value) (length) Zength (y value) (wzd th) vtfset
x I~_9 = 4.0 .270 x 5'
x lz~ Laa; x
.-1 L7 x ~ - -7`1 -i- - . Wzy x
.30 x . 4n x
.-L7 0 L3°7 x
ASPHALT CD&C'RSTE P'AVgbdB]f1T CO'1dPACTI ON ,
OF7SET REAf]INGS -
Beqinning S ta tian Length TE5T STA. DEP3H (1PCF) AVG. I RICE
+ 39Y ° t27 f 7A.5 U.S0411) 13 1►
~ * 4t2 7 14 f qj_ 4-
+ - lt4:3 41,7 ~ - Z-
+ 792- _7#~ 9;z -3 B"4
+ 911,
sAv~rr~.~
. - ~ ~ F
PASS or FAz L
CCMMENTS : ,
_
d
CDNTRAC'1'6R' 3 SIG. INSPECTOR' 9 SIG
•
.
- - DATE oF PAwzNG:J/-~~ - PAViNG CONTRAGTQR,_Ar,tjc
~ CQNTRACT No. : &jQy Z55- PRQJECT NAINiiE: ,VIELLY
LO : T~NS~: GAUGE ST'~i.EE'~ FYdSPECTOR
DESGRIPTION OF` PAVnTv Se SURP'ACIXqG TYPF I DFPTH, fie R02IW2lY ' 8ECTI43N
(,~iee reverse s.zde ax zoxm rvr example aescaaptlon)
& cra 2 ~ AcP a~, ~a~c~►~~~r~ 8f __j ar&-►?5rc-r1aAJ 6: S-z-" 1-19AaE Ie)2-9'
~',Cgpge: Ca!U31.5teM_C,6E_gp/ `►CdT'Tl' ,
. f
~q 74 ~S
ASgHALT CnNCRETE PAVEMNT CQMPACTION CONTRDL:
Uate Tested:&-1.3-% : Is this a Re°Tsst?j-k5 : Rice Density:
ACP C].dSS; (25 Br Cs B, E, G, OthB1C i AT$ `1'h1Ck g;,
Lane: Lt Qr Rt : EB, yTH, N8~ SE, Otner
Leveling Weaxa,ng : Weather: Temp: Air Mat
AS~HALT CONCRETE PAYEMEBT RAND4M SAdPLg tORK SRSgT :
(Refer tv WSBDOr Tes t 1lfethvd Na. 716, Cans trur-t3vnt Manva2 Chp. 3)
LENGrtH OF PAVEKENT : _,1029 ' WIDTH DF PAVEMENT : 12
~
BEGINNING STATION. FNDING STATFQN: r .
~ Usa las t (2) di,gi ts from o a standard count to e n er Ran am No. ss
(see reverse s3de vf.fvrm for Random Numbers chart)
lx value) (Iength) lenqth (y value) (wid th) off s e t
, 3F4- x 51, .346 x I.2 ' - ~
x • 71-r x
.~3?3 x 1 - ARC I x = 4.
► CoDI x X -
. ~ x - 'W x - ~
ASPHALT CL1gCItETR PAVEIdEST G4IdPACTIDH
DF75E'1' REA3INGS
Beginning S ta tian Length TES7` STA. DE= (FCF) AVG. 4- RTCE
't
+ t ~ N .
4'
► ~.~1 - t~l ~ 4 3 C +
+ ,
- +
, ~!Icr v~1 ~
d 1
• AVG. ~ 4 I
PAS9 vr FAI L ,
COMMENTS :
f'nAL'Tq~e~AC~~'Q Qrtr TAS•~ner~r~D*ca 4r~ ~ C"~11~/4r~'1l1
~
R= f
-
- - - - - - - - - ~ ~ ~ - - f -
~
- - - - =
~
- - ~ .
~ -
- -k- - - - - - -
- - - - _ _ -
- -r)i----a-
-
-
~
~ _ _
-~w l 3.. + , f ~ 1 •x'
- -F,- Tti- T- - -
~
~
IGVLAND PACIFIC EfVGINEERING, INC.
December 1, 1995
W.O. Nv. 93143
SPokane Cvunty Public Wvrks
W. 1026 Broadway
Spokane, WA 99260
Attn: Hill Hemmings, P.E.
Re: Shelley T.ake Phase 1 - PE175o-94
CompaCtion Testing Un-Site
Bi11:
Per vur meeeting in yvur vffices vn Wednesday, November 29, 1995 and the discovery that some
fill had bcen piaced vn future Rotchford Drive, I am submitting a set af inspectiQn reparts fcrr
your recvrds. As yau are aware, filling within the future ri,ght-af way has ceased. In t,he future
when this partion vf the rcaadvvay is to be canstructed (2 ar 3 years from now) cvmpaetivn tests
every six ta eight inches tv exxsting ground wi11 be provided sv that there will he nv acceptance
prQblems far the Courity. Shvuld in the future these tests not provide tl,ie required densiries, the
roadway suhgrade (fi11 area) urill be stripped and re-campact@d.
Please call with any questivns.
Sincerely,
Inl~ Pacific Engine.ering Co.
r
Toid R. Whipple, P.E.
TRWItw
enclosures
cc: f~le
RECEIVEd
a EC 0 4 1995
707 West 7th • Surte zOQ 2020 Lakewaod {1rEve • suite zAROKANE CflUNTY EPiGINEER
Spokane, WA 99204 Cneur d`Alene, Ip 83814
509-458-6840 • FA?C 509-458-6844 268-765-7784 • FA% 208-769-7277
~
*►4GR►a
Eart►r & gnvr'ronmenta► DAILY F1ELD RERORT
PRQJBCT h1AME PROJECT NO REIA REPDRT Nv
~~w I 1y L. 1,2--C3 6 I
LC?CATfON DATE AAGE
11-- 7-9S I oF 1
ARRIVAL T1ME DAY QF WEEK
S 5 MOW T F
.
CLIEWT OR OWNER CLIENT OR DiNNEii EPRESENTATIYE 1 PHONE No ~ Fa w,~.f~ C~ ~C ~",~i ~►t r.~ ~ I~
GENERAL COM"fHAC']`OR GQNTRAC70R'S AEPRESE TATIVE 1 NE No
~ ~~c~ ►t~'r'~~~
SUBCaNTRACTOR SL18Ci7NTRACTQR'S AEPRESENTA7IVE P PHONE Na
! ,"M6 _
AG EBRLD REPRESENTRTIVE AG 1EPRQJEC NA R
WEATMEA ERl1iPMEN4l18Eb e
J"i7.C
COMFAEIJTS (DBSCnbe work cpmpleted durinrj the day, arry problems snd [hair sduUwns]
~ JY L~ C'.✓•'}_~'
4
~►e- t.c va
t Gss~n S
V"~o~t~ r,~~ ~ ❑~i~f C ,~~w.{~ 3,.n~c d ~_1'
p CD. S_ _
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u. ~
"P~C- lr'x LE w4.tn ~ ~
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r7•[ ~ \IL y1~ T• i' 1
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~mqf
AGFiA E&E Field RePresen4atrve ~ ~""~v~s•• AGRA E&E Profect rViana9er T /
~
Cvniractors RepresentaUve Aat~ COntinued ❑
AGRA Eanh & Envfronmgnlal, InC (Rgv 7194)
,
.
~ RiAnmental DAILY FIELILa REPORT
PAO.IECT hlhME PROJEC7 Na F[ECD RERORT Ho
~~~133 (a ?
L,pCAnpN 6ATE PAGE
C`,1)- 9-7S 1 oF ~
ARRIVAL, TIME DAY aF WEEN
~~30 hu- $ 5 MT WOF
CLIENT pR pWN€A CLfE NT OR DW E RE PRE54NTATIVE I PHONE No
1FfkiONE No
GENERAL DONTRAC70R CON7RACT4R'S REPRESENTATIVP
J~-7 1 L L°-1r AA 1 F~ ~ 144r-
SUBCONTFL4CTOR SUHGDNTRACT[7Fi'S REPRESENTA314E 1 PFiC7hE No
c,
RGHA Lp RERRESE AT1VE AGRA E&E PRiJJECT 7ER~
~7f C VA& V Lr,,
WEA.TMER ` E4l11PFAEhlT U9EY
~~~'c1.4. L 1~'1! , ~1 7,0 .J 17'G1-
C(7M1atENTS (DescAbe arork ccxripleted duemg [he day, arry problems anl S416ir SoYutqnB) - -
LI-P
eng !l4_. V`~ ~ al v1 ~ ~A~ [ 1 T ~ 11`~' f'~R_1n.~1
~Q-~LIfI l~i.~ ~ 7P L~1 hf~. r 1~ d V^
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V,
&
u v-not 5 CL V-et 40 ~ ~C~
~ r
Q I~j. ~ e_~v ~ ~ ~ ~
p y I ~ I
~ -
e"N - - - ~
- _ - ~
C:ZIA
c - - _ ~ _ , ~r■~
- - -3 c ~
R~'aRA E&E Field Repr8semtabve AGRA E&E Project Manager
~
g
Contractars Represernabve Date Cvntinued
AGRA Earlh & EnvlrorkrtwtAl. !rkc (RBv 3l94)
L• •
.
, . . .
~ ►h A►~ ~~rron►nenral C]AILY FIELI] REPOR7'
gROJE~ NAME ~ ~ PROJECT No FIELp REPL3€cT Na
1~Y1336 ~
~ RATE PAGE
4F ~
CQNIMENTS (Gescnhe work oompfgta$ dur5sg ihB day, any prn6lems arb thecr sdulians)
l" ,,0 --+11_1,~1~
a
•
V'~
A~ Z-0 / cw
_ L-C C lmg3x.'.•.
~
~fv...~.~
AGRA E&E Fie[d Rep (InitialsTftm AGRA E8E Project Nlanager (Irsitials) Contractars Fiep. (Initials) Cortinued
AsGF1A'Earth A Environm@nt8f, EnG (Rev 7194)
OAraR►a
Farth & Envrronmenfal DAILY FiELD REPORT
PRQs1ECT IVAME Fq0.JECT fJt] FIELD REPC]RT Wa
LOCATIpfd ~ 6ATE PWGE
9
S / aF I
ARRIVAL TIiv1E QAY pF WEEIS
10.046;4., ssMTC~rF
GLIENT 6Fi OWMER v CLIENf OR ~ER'S PRESEN'fATIV£I P QFdE Na
<
1,J
GENERAL CQNT ~C7 C4NTiiACT~~ ffEPRES~~T~«_E 1~ E Na
r y +J
4: . ~
SUSC[)MTHRCTOH 5UBCAMRACTpR'S REPRESEHTATIVE 1 PHDAIE No
nn pER
AGRA E&E REPFiESEWYATIVE AGRA PFidJEGT rllV
S4~ VLI
wEnmER ~ y EauiPMerrr usED f
~Vtt-7 jol !~1-S t~,~. C6
DC1MkSENTS lQeBCnGe wrork canpleted dunng ttte dsy: an5' problem aM 'Ihetr SNNiDt91
d L► i 1Je- tZ 4-- 4L ~A~ 4m JIy''-,lah 1L•► ~
~C LLL5 4k,~11,1
`r-i---I -
~ y!1 ~ S .r-• 46 ~
~
~ ~1n - - - ~ - - - ~
v+
1
• . I ~
AC;RA E&E Fie€d ReprssentaGve RGR4 E8E Pro'ect Manager ~
~
Cantractors Representative [7siP Cnntinu2d ~
~
AGRA EBrth & EnHronrten[al. Irc (Ftev 7/84)
~ AG RA
Earth & En►►ironmental DAILY EIELD REP[)FiT
PRC7JECT NAME PR(AIFGT No FIELQ REPOR7 No
S14EILy L-Ar-r- a~ve7L.b Pv"L-,u-r tz- +3-5(0 Li
L.pCAT30N UA3-E y PAGE
H~ !`vGl ~in~li~n 1t1~41 f *S 1 OF t7
ARRIVP,LTIFAE DAYOFWEEIS
7; 20 S5NV(DINTF
CUENT OR pWNER CLIENT OR []WNER'S F#EPAES£EVTATI4E F PiiONE No
IWIucac~ ~(~Cfa itt,sl, ~WY~he. S~I D
PaENERAL CONTRAGTC7Fi CONTFIAGTCSR'S REPRE$ENTATIYE 1 PHi]F!E N❑
v- Tte,- IMIK"- O1e,r ?-2A6 -0-333
SLfHCONTFiAC7QFi SllBCONTRACTOR'5 FiEPRESENTATIVE I RHpNE M1f6
AGF'iA E8E F[ELD REPRESENTATlVE RGRA F&£ PRCUECT VuL4FFAGER
QI+iVlCA ~ek-V`1 f'e_.~k-Y5oH
WEATFiER EC]l7lPkfENT USEO
35`40°F avercaf , brecr.y 3-T57,4 Scvca~e&-5 ,
COMMEfVTS (Descnhe work oomplatad dunng lhe daY; an1' Problams and their sdutnns)
_Ajcy_,v_.eJ o w-s i+E S~-~c~ t~ r~c~c v•, of t7 s i~ i ve s~ i 1 r~~•• r~ v~ ~-~i..~ ~.s~[~~
4A'►re-.,,L 1a e+weee-. C3 loG.i[ 5 3 r4►•.d .9-J D ).A ce , Drn ~r~~LL. ~,[7~r vP ~r►-,n v, i`S f-L7°o°
+-D I S+- 0 0 a-p. 3 z+[7 d+-v 3 34- 5O~ o~ 4~, C! °►n knoGIr Z.
~r ~Ati,41C.L eGi ~ °1-C 0P, SL,p w S CC-1 + u&11 P ~e_+v vt i i•+f ewe
~'~e~. a~ cs .
• DehS a ~ 5/ `{-es+S Weve Ae_rP~p v&4., e eA p Tn 5 4'w[.4-vv.~, ~ I A (el ~:e r3 P_o+GL,+-Cw+-d
Di,-i V.e F►-n w+.. 16 i-C70 +-a 1$ 4-570 , DQen S r 4r 4~, 4- to'., 4 tn +d.+ e s Gf wec4 Ca S rs kJ o f
~+G vu 18 f ~ 4- irYit k 3'd G p I,r f ~f • . ~ ~ ~ ~ ~ 117
p ~v r & (-re 45 ~ I - Ll ~ . Fa I I I, . c, kH r 55
3 a v-e c-, r~t ~ r•r e~ _ . T [„5 A I-eeA wC4 C, le r k.~ .
I ci, d d[] y~4e r- C q 32- .4 S e~ f.e t) v vw.. r.,i Y,.a.,Ava -
v
~ ~ c~. -~t.ti~~v . P'Ll 1 wct s 4-v y vikd e a 4.61' ,~es 4-5 we ►-e- +r,, ~ a s
4~L~_, .
~ L-Ls $I w2_,-e4v,~ 4,,,, e "I.. kq_+tL% Q_k.~rA F) v-.j_;~_e -+C-"2 i 3 Ar-o r,2 I-r,7 1 stoe-7
tnr 1 - vz S l w I+t., +fnP Yi] I ~,P L/ . e r _
45e ,
` DemsijLy ,l--es~.r ot..
~.o r~.+
:
f
AGRA E&E Field Represen4ative ~ AGRA E&E Project Manager c ~
I~ 1 )
Cc~ntracto~s RepreserttatGve ❑ate-~L Gonbnued V,
AGnn Esrsn a Envrronmenial. Inc (R6v. 7194)
~ A FR~!nmental D101[LY FIELD REPORT
PROJECT NAME PRpfECT Ne FiELQ REPaRT No
5WtMLy LRK-LF l>L-V. 17, -133; 6 Li
Lncpnarr oaTE a,aGe
ll /Z~ 1 cn~` 2- vF ~
ARRIVAC.TfME DAY []F 1M1EEIL
7;Z-o SSNlLf~N TF
CI.IEHT CSfi 6WNEFtl CLIENT pFl pWNER'S REPRESENTATIVE 1 PHQNE Na
GEfWERAL CON'Yf7AC7t]R CON1fRRCTQR'S REPRE9ENTATIVE 1 PHONE Fit]
&U$CDNTRACTOR SLFBCOF+I-"TRACT6R'S REPRE&ENTATIVE 1 Fh{QNE Na
AGRA E&E FIELO REPFiESENTATfUE AGFik E&E PFtUIECT MANAGEFt
WEATHER E(7UIF h9ENT USE{7
ConnanErn'S (Descnr,e work ewnpleted durcng tne day ary nro~ms s„d sneor swuWxss)
GC71u T
?e'.- 4--0D 4-ra 3 3 +-O~`O d Yh e~AS vVeJ ~
(4-eO-Ws 4-$ 4md 13 --lg )o
S V ~ cA e- -r~
w
,~~J,~fr~w.~~ p`~ ~'"~P~~7 ~ubC.~ v •
~ D~ L+~ S Y t►~/ ~'GS ~f wekj,4",~Y~Gi 4'Lc P IIt C3 F~ d T -LP_ io z~ ii d,,zy~
Pa ~~B ~ a r k I), LAI,; c I-, 1
C O t~r►. la rsL C. +2GE ► " u I~r~ I~ ~ ~n S ~ ~ e - ' ' ' . r',~
i V Wi W ~ ~ ~ ~ e- flop eind -ee1 eJ in at ere) G-6,
VQ V4u "M r i 4-1-, nIA-5 1 ~e sdi I Wr~x rwz ;~e ~a ~ Lle), 4v L c9, .
R (oti e R- K-ee
`.lo 514e vjlj-~ c.~ ~la,~►~.e~_~~~~~w II s
_~Cl:Iv Jc~ ~4-o .,v c•cj v42,~
AGRA E&E Field Representatrve AGRA E$E Pmject Manager J-d
~ i
Confmior's RepresentaLve Qate 4;ontmuedf ~
`
AGRa. Eertr+ & Enwronmenfal, Inc (Hev 7)94y
*AGRA
€arth & Environmental 'aAILY FIELD REPORT
4
PROtECT NAME PRe7JECF Ho FIELD RERQRT Nc
~ 1-2-13,36 I tA
'd]ATE I PAGE ~
r IIzr 1.*s-- 3 a OF ,
SL9MMARY DF FIELD CDMPA'CTIOM TEST RESULTS
VAHIATtDW
FIELD FRC#v1
p[STANCE OFiV FIELD FIELD ppTlMUiul PASS
TEST ELEV BELOW AAp+l'L [}ENSfTY ktp15T CU3vtP MCi19T QR
TEST Na METHOD LOCATIQN (FEE'T) GRAL7E T"fPE (PGF) I%1 (°No) FAIL
AlP 161Z q'4~ ~
~ t~7 5 y, ❑ ~'o,z
2. 1-7 t5-0 up--- s,4
-3 )6 j- 40 vc-sJ~e, f, 5ff.-~~ 1) ~ ; s fto , 3 31 Y qx, V
F lb #'10 Sw Sr~ 5~7.~t•~~"I -a5 Ilq. S. '1. ? q I. e ~
, ~ 14~90 I 1Z.'~.~ ~r ~
~ 3Z.+7o 5,5i&C 1z5. 3 3.7 96,Z
~ q 4'q.
~ 3$tvD S. S~ 3 1z. D 3, `~i I
$ ~3 t ~a 5 • s~~f.~ f ~`~IJ ~ N°~.5 azy,~ 2.9 cl s, 8
~ 8~ 1dc4, PaJ 20v r40r- ~.e~,d~u~s~~~~±• " IZ6.~ 5,2 q7s
" .F►~,... wc3~ I~~-.
3kd 54-mk-e I✓,5 4e 4,1r - fZ Y.y 7. $ 9 S. 5
rr rr WwCis, 2,J I 3.d Orx kw 1 Z& 35-- 0 98,5~
- ~
S~A te w3, J.3!0.Z A,3 lo 0
3 ~t 70 1U.5 j. LS _w -ce l 1 3, Y 1?6 Af
PERCENT COiV1PACTION BASED ON SFECIFICATi If]IW
~ STAHDARf1 PROCTOR RSTFA 0 698 0 9C96 0 698 Q 65%D fi98
KMpDIFIEO PROCTC7R A57M 0 1557 ❑ 90% 0 1557 19 476 D 1557
Q OTHER ❑ l7TMER
MA7ERIAL RE'FEFiEhlGE MRTE'RIAF. MAXIMLIM CiRY S7PTIMI]M
TYPE SAMPLE Ha. DESCRI#'TION DENSITY (RGF) MOI5r {~y
rEsT HuMBER
ar - oENssrv TF-sr S d4y qvr SR I✓ a-~-~ Sr,+r~c~+~G►[~. 13 0• z g• z
RT = RETEST r ~
TE5T METFiOD ~
N = NUC4EAR (ASLFA D 2922) sc ro saNo ODHF (AsrM D 1556)
oc - oRIue cnaNnEA (nsrM 0 207)
~\GRA E&E Fisld Rep. (lnibals) ~ AGRA E8E Prqect Manager (iniAals) ~ Cvnirac#ors Rep (Initials) ConGnued`IA
1
IRh 8 Envlmmenta4, [nc {Rsv 7194}
! -
Y ~
~ ~rnrnental DAILY FIELD REPaRT
~
PFtDJELT NAME + PRCAEECT NG FIELO FiEPEfRT MO
S14P' I- L-/ L.AK. e- VVV{- UPPkL7LJ T fIZ' 13 L'a ~
b OAI PAGE~ Or ~
suMMaRv vF FieLO coMPAcTIarv TEsr RESULTs
VAFdATION
FIgLD M01W1
❑ISTATJCE C1RY FIELD FIELD pPTIMUFA PASS
TEST EL.EV BEL(3W MATL OEPl9rT5' I4SD157 COMP NSQ15T, DR
TEST Na NfET1iO0 LflCat'RC3N (FEET] tiRA[]E 1°S'PE (PGF) {i6} FAIL
q 3 3 t 35- 1v ,std-P, ~ Z 1 [ z5-e 79- y96,S"
r i~ 3$ f ~4a [ 27r Q 5, 1 el 7+
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INLANa PACIFIC ENGINEERING, INC.
November 13, 1996
W.O. Nv. 93143
Ed Parry, P.E.
Spvka~ne County Puhlic Wvrlcs
W , 1026 Braadway NO+~ 14 S6
Spokane, WA 99260
5P01{AiVE COUNTY ENG1AE:-'Et
Re: SheBey Lake, P.U.D. - PE-1750-94
5II3EWALK CONSTRUGTIQN CH.ANGE
Dear Ed:
Attached please find the plan shawing the praposed change ta the sidewalk alang 4th avenue
and Conklin avenue. We gropase to keep part vf the existing sidewalk fvr the follawirag
reasons: The existing sidevvalk is relatively new and in excellent condition. Ecanamically, it
wauld make sense fio save as much af the existing sidewalk as passible. HaVing the road and-
sidewalk separated by landscaping wcruld be aesthetically pleasing. We would Iilce to receive
cvunty approval as svon as possible. Please review the attacked pian and let me kngw if yvu
have any questivns, camments or required revisians.
Respectfully,
Tnland Facific Engineering Ca., Inc.
Mark Katnrath
mWk A~yo✓4
cc: file
7[]7 West 7th • Swte 200 2020 Lakewood Drrve • 5uite 205
5pokane, WA 49204 Cceur d'Alene, ID 83814
509-458-5840 • FAJ( 509458-5844 268-765-7784 9 FR?4 208-769-7277
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Il~emorandum
I)ate: I7ecember 2, 1936
To; Bvb Brueggerrian, P. E.
Urom: Ed Parry, P. E. 4F
Subject: F1750 - Sttelley I,ake P.U.D.
Flan Change; Sidewalk 1ocation on 4th Avenue
1. The project sponsor is propasing ro utilize snme existing sidewalk alang 4th Avenue and
along Canklin Raad as shawn at attachment 1. The sidewalk alignment approveci by the Cvunty
is shown at attachment 2. Phoros af the existing sidewalk are shpwn at attachment 3.
2. Tnstead vf prvviding new sidewalk adjacertt to 4th Ave. and along Conklin Road, the existing
sidewalk wauld "meander" far about 250 feet, relative tv the curbline, along each street before
meeting nevv sidev►+alk ad;}acent to the curbdine ❑n these rvads,
3. Other than a tie-in frvrn the nvrtherly curb ramg to the 4th Aae. sidewalk, it appears that the
County could accept this prvposal. Please let me know yvur thoughts an this by Friday, 5 Dec
96, so khat we can respond to the prvject spvnsor. Thanks for your he1p.
746;1~~
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