25915 PE-1414A RIVERWALK CAMEROH CONTRRCT ~~~-a~r7c~~ •Y•
i
CAMER'~~ ~~~~~~TINGs lnC•
3349 W. ftSMARK AVF"
_ SPOKANFr WA "I05-7435
(509W+6-s55~
FAX 327-92I0
WASIR. C[31wT, LTC.J0 CAMjElRCj12t0Cv
EDAMp p.W. C[3NT. LlC.# 1 2IS3-C-4(9)
,
t
TO
~
• ~ t da
NA
~~MPANY
FAX# , NO. OF PAGE5:
(114Ci,UDING COVER PA►GEI
~~MIE : DATE:
comMFoNTS: ,
p GAMERDH GONTRACT 599 3279210 P• 02
1 7= F7c BL.IDIi'hsEP c• ~`~':t . .
IE. 3820 Brvadway Spakene, Washinpten 99207
r
, ~ budlnger & asSoGIates
geateGhniraI PA mCSfie~ia~ engqnPer;
Camervn Lonstruction ,lanuary 2, I996
33W ldest B i srnark
Spnfcane,,WA 99205 ProJect Number L95399
Attentien: BYian Winkler
PROJECT: Riaerwalk Second Addition
Spvkane, WA
SUBJEC7: Concrete Laboratary Testing
tn accorddnce with y0ur reque5t, we have provided laboratory testing on 5
cvnerete car$s submitted to us on December 29, 1995. Ldb4ratvey anaiysis
was limited ta the fol~lowing test, selected at yvur discretinn:
1. Measur ang the Length af @r il1ed Concrete Cvres AS7R C-174
Test results are tabulated an the attached Laboratary Suramry, Test data
arid ather samphle information ds mai ntained i n our f i les and may be prvvided
upDn reque5t.
It is a Qleasure ta be of service tv you an Lhis Project. Shnuld you have
any questivns regarding this Report, please tall,
Respectfu T 1y 5utsm4tted:
SU~TNGER & ASSOCIATES
e~""
y A. Re,►ara
r. k, dbora tory Serv ites
,1R/rb
Add!"L55eE - 2
AttdchnTi#
- F.C. 13udirlglr PIE
$tsphsn 0. surChmt PE
dohn E. Fiint~en ElT
lannti aPAmm *st■,
_ CFiC1EF2dJN CtiHTRfiCY 509 3279210 f'. 03
: • ~''?k+~V1-QZ ] i :0: EUI3kNGEF-: & WSSVL. F'.3
RIYERIiALK SECGNf} R(]DITtQN Proj"t Nramber L.95399
5pokane, WA January 2. 1996
~~BlE • MER X
1.4 { I1MTOR1 mi
~
1 2 3
MI► (lisk tlimt Lffnt cliot rl*
WE WE core Ure Cm Lare f,n
OLR ~~~YED ]~4~ 1~4~45 1tJt4~ 1#,~ ~i~241~
'tx
~ ~(No inclis
, . . _ . . - _
~
~
~
INLAND PACIFIC ENGINEERING, INC,
"707 W. 7th A,ve., Suite 200, 5pokane, WA 99204 (509) 458-6840 Fax: (509) 45$-6$44
• ' - _ Y ~ . , , , ; ~
TCI: SPOKANE COi3NTY ENGINEER
1~12fi w BR[~~WAY x,FRrzr~QUV=.~'~i.: ~~~~~+ry
;
SPOI{AI~11E WA 992fr4] ~ ;,~~r ~ " i; ~ , ;
{
ly I'~
1T~CT'•#:t956~~~11i~i,~~~i~i~'I ~
i` .~`k r i'3~ s_y~ r'1, E; `•.~."_?~y, ~ii r~,i~~ i~8illl;~l''~IIIiI~IIPIII~~Ii~r~l~l~lili~ "irr ~ ~ ~~d~j II I'i ~ ~i ~'I'~~
~
A'I~'EN~'Tfl~V: ~rrDY sTRot~xs =:PRQ:T~GT~'N°Alv~•,
N
~
~
L7escrxptian
~ Xerox Prints Cvpy af Letter ID .
~Original Drawrng 0 Contract Documents 0
El Wvrk AAuthorization n Report 1:3
No. Copies Descriptiorz
1 DAILY INSPECTION 1ZEPOR'T #4().
COVER3NG THE FERTOD OF 1211198 .
PL1rpQSe
a Inforrnatian ReView &Camments G~ Per Your Rsquest
0
0 Written Appxvvai ~ Signature & Return
~~marks
Sigried; sRAuNaN IRAttRAT~r
cc; I]EAN HDLTSLFY
CJ 17RNSMT.Phf5
cucx~
NORTHWElT
~r SOILS, TESTING ~#'r TNSPECTIGtN
tPlAAA IK DAZLY FIELU ~PORT
❑ate J [nspectar's Daily Repc~rt I~a: ~~I 1
Arrival Time ~ STI Prr~ject Na.:
t : ac~
'vvear,ner r3age Na, or
~i..1. vC~]►~.1~ t~~- ~-~'y r: d
0
Clien~ Lnca1 Representativef phane numk~er
"-'14
General Contractcar 5ite Representativel pnone nurnber
~lan.tS~r~C.~~t~.tl.
5ubcan#ractar STI Project ManagerJ phone number
f izt.4c.z7 c~~-,1~
yTI FiePd Re esentative
Manpower &'Equiprnent Used
~0•..! tr~ •
Camments:
;Wark Completed Apparenlly ~3 ; ~f ~ I~_ i '~a ~J+~1 T--A,,J
)ar Specifications Prokalems
ind thelr Solutinns) ~'+~-~~~~7 `;~H~R"r ~t,.s a~L] (~j~.B.t ~ ~ 7`1 ~ ~1 S► 7st~it?
. i~ c.Dr4°S A11`0 n.jc~ ',I ti A~l
`?V-k rc,7- wr►2~ A-r.._ W, S . C.a
~ r r 1 ~ ~uF.~, ~ ~ tt.+l~a~~ 1'D+~.f ~i~C Qi.f ~ ~~.f~[ •
S'~11 FIELD REPRESENTRTIVE CQA1TRA+CTOR"S REPRE5ENTATIVE
This dvicument and referenced addenda are to be cansidered' prelirninary unfil reveiwed arrd signed hy the IPE
construction engineer andlnr STI praject manager.
Date Date
V7-A~_
STl CONSTRUC7f❑N ENGfNEEFt STI PROJECT MANACER
:orrespanding Qeficiency Report Na:
rJ '
INLANC1 PACIFIC ENGINEERING,
Jaa7Uary 1998
W.O. 95617 :.f''~,C.y~:~,y~.
I3ean-Deily Company
15720 N.E. 116th 5treet
Redmond,Wastungton 98052
Attn: Ed T1ean
Re: Riverwalk P.U.D. 2nd Additian, Walk ThrovgRa and Punchlist
Dear Ed,
At your request we met Monday mvming November 24, 1997 Qn site to participate in a
inspection walk tFirvugh. Present at the meeting vvere,
Jim Radke - Spakane County Eng'vneers C]ffice,
- Alien ArnvId - Artistic Landscape,
Tadd Whipple - Tnland Pacific Engineering,
Bnice Haward - Irfland Pacafic Fngineering>
Ed Dean - Dean- Dei1y Company
The follawing defcient items were nated for cvrrectian privr ta final acceptance by Spokana
County. This Iist o£observed deficiencces in graject constnuction ps intended to serve as input ta
help you achieve prvject acceptance by Spvkane Caunty. The absence of eQnstructed iterns fram
this list in rno way implies thaC any urAisted item(s) have beer► apgroved or are approvable under
current Caunty Standards. By copy vf this letter, we are notifying the Caunty Engineer's staff
that we have requested compliance on the issues Iisted belvw. Flease contact as the deficiencies
are being cot-rected, sa that tive can praceed with the project certification and acceptance by
Spokane Gounty in a timely manner.
* As-bui1t pvnd valudne calculatioris need tv regresenE actual depth af constructed pands, nvt thc
a5511it1ed ,S' depth nated in original submittal ca2culations (I.'E)
-~3 ed_g~&.
3~ * The cracks between the sidewalk and the back ofcurb will have to be cleaned, sprayed with
herbicide, and knjected with egaoxy ar grout martar tv stap the effects nf freeze/ thaw cycles
(TypicaI th.roughout 2 "d Additivn.)
22' Mditiefl
.;,T~be-femoved aR4+epTwe4,
707 Wes[ 3ch . 5urte 200 2020 Lakewpod Drrve • 5uite 205
Spakane, WA 99204 Coeur d'Alene. !D 83814
509-458•6840 • FRX 509-458-6844 208-765-7784 - FAX 208-769-7277
~
~
Walk Through Punchlist
~ page 2
*InstalI street and stop sign per the plan set and M.U T.C.I3.. (Typica.l ald intersections.)
~
, instaH irrigatien, ,
B, E, Provide as-built drawings, and Cl & M manuals for the trrigativn system suitable for and Spakane County acceptance. .
~
, sidewalk,
. . ,
~6) * Remave and replace khe driVeway panels at E. 19122 Tndiana, install driueway drap per
Spokane Gaunty detail A-7. • - "
~--m.
Should you have any questians regarding this infarrnation please do ngt hesitate to call
5cncerely,
Inland PaGific Engineering
Bnace A. Howard `
Frincipal
CG. IItTi R3dke, Spokane Caunty -
~
~ T w
i ~
TNL,AND PACTFTC ENGINEERING, INC.
747 V4r 7th Ave., 5uite 200, 5pokane, W'A 99204 (509) 458-6840 Fax: (509) 45$-6844
TC}. SP(]KANE COT.TIVVTY ENGINEER'S
1026 4M llROnDWC11
, D. ~1"'%~`1`E'-'
SP~/ 99260
/'y~"p'p~~+L1L7LY li [~]p YMt'L Tk ~„I;~~~ ~ i i,lllli~ I~~,.~,~~~~,,,;, , , ~
i • ~ ~ ~ ;r ' ' ~ ~ ~ ~ ~
b;,~li i' i'~
.
EN~'1ON: RANIIY TR ~~4'~~,~::~~~;.. ~ a ' I~ I~I~M
s v~s ~FR(~3JEGT` ~x ~nm oata
~1`'
, e ~..t d~.`.~^ ~~I~,iI~ i~I Ir~ 9 i d~~~,i •s~- „ niitltl~lilllll IiII I I~ NIX~I~~IIMI~ ,
ll~
~I~~IQ ~II!~~
if,,,
lll~llil
DeSCript1on
0 Xerox Prints ~ Copy afLetter ~
~ f3riginal Drawing ~ Contract l]ocuments ~
Wvrk Authorization ~ Report
~
No. Capres Description
1 I3AILY TNSPECTIQN REPQTtTS #41 THRQi7GH #42.
CflVERING THE PERIOI] OF 214199 THRUUGH 205199.
P'urpose
~ Tnformadan E::] Review & Comments ~ Per Yvur Request
Written Approval ~ Signature & Return 0
RemarkS
rA
Signed: sxANvoN sARRaTT
cc: DEArr Hnr~SLEY
D eTuxsnsr.ahrs
4ilUf~
~ • ~Cti
N OR7HWEST
r: :r1e~Q
Date lnspectaars Daily Repart No.
Arrival Fime STI ~'rnjeet ~fo.:
lf~~ 7
Weatner y . Trage "o. ~ aY z-
C13Ent Loaal Rep sentativel phone number
General Gontractor ~ s ~e eprese ive phane numuer
Subcora'tcactor STI P°,~ect Managerl pho a e~j mk~er~
S"~i Fielt~ IRepresentativa 1~
Manpower & Equiprnent Used ~
Camrnents:
(Work Completed Apparently r-e- r ~
per 5pecifcatio~rs Problems -
and their 5olufions) ~j yj ~r]r./ra !~"C ~ JM1~/37 . f CJ Gdi f~"c ~
~
~ ~ ° l. ~ .~.r~l3~~ ~~~"d•]i~ ~ / h ~ t' r,~ ~'.i~'7.K' G7 1 i'7T~~'t~ ~r
~
v~ , .~i~ 1 ~~u~
.
'A~,~,~
~al-L.- /`5 mr W/ha.
~ STI FIELd REPRESENTATIVE 1,0 CONTRACtOR'S REPFCESENT►4TIVE
This docurnent and referenCed addenda are ta iae cvnsidered preliminar}+ un#il reueiwed and signed by the STI
constxuction engineer andlor STI pr+oject manager. r
IDate ~Date
STI CONSTRUCTIi]N ENGtNEER STI PRaJEC"f` MANAGER
C7.lffocroslsblfi e Id rep.prn5
Ccrrrespranding Deiciency Report Na: _
'
r• ,
Tanuary 13, 1999
RIVCI'Walk Znd AddItl0T1
XteI115 t[] be C[fii]plCted
FleTd:
~C~ ~~71aC@ ~~~~4?ff CUi'tc3t1d2~~7I
sFdetivalk. South side at 19 122 E Tndiana.
~-L- ' , r~ ~ '~7 •~`"4f
. Adigii , , . adjtistments ~s~a~- i'oma'.,4~u-5rZ
~~~~se~en „ . , y~ y~Ca.+~sT~ uGTE D
`.go ern sin ~eleted-ft-e~eeer . hese
eh :n . t-eanstruet-n-settthernrside-cf-plat-
. n
6. Water ponding in curb and rvad at sta. -19+04} Rx.
7. i ( m . ~E 4 ~,j . , . `k_. u.,-
CRAC ~i aPfi1l?+60 ~TL~Ur^.
:
DocU 117 Ci1tS:
1. Certificatlbn Lett@r.
~ LS~lIN
q ~ r,+
. hf C3 RTH'UVES`C UE`~.
c r cjp,, ~
Date • Inspector-'s Daily Rsport Ho~~
1= ~ b 9 l
Arriual Time STI P%ject N❑,:
~ ° , ~ f-5~f ~
irJeatner . }~age rvo. +ar
~ ~
P
Ctient Lacal Representativel phvne number '
l- 4res~elve Ger~eral Gar~traetor ~
ep C1ne I1LI171p81' -
Subcontractor - 5T'1 Project Manager! ,phone number
m 'w 1AgL.~`
STI Fierd Representative
~ 1r , l~s" ,J~/~
fNanpo+uver & Eqwipment Lfsed ~ ~t`7 ~ l~ ~ ~ 4f x
Comrnents:
(Work Completed Apparent6y Z42C, A3 r.r per 5pscifications PmbPems
and their Svlu#ions)
71 1~a,
• r - - - -
~ ~ ~ T ~ 7 , ~ rJ ~'f"~ J`l ~ .T ~ ~Lf~.~a ~ /•f C` G.r~I .T-L .ri L~/~ .+7rr' ~~T 7^~`
42~ e~ e- 7 4-Aln
- ~ -
, `
. Jr,,uI.AC ~7 e 14
~~f?.Gi CrJ t't 7~clr~~~.4.~~ 3 .
. _ o
r! G~~G JC~ r.~C ~ ~ r~•s.Y'd,~ r ~Sr, ~',r:'`~~ .~~e.~ F ~ ~r~e /'e~. 1..•~
.
Gff7 .
~ STI FfELD REF'RE5E(VT
,ATIVE "t7 CONTR14CTOR'$ REPRESEWTATIVE
This dncument and referencest addenda are to be cnnsidsred prefiminary until rer►eiwed and signedby the STI
constnrctian engineer andlar STI projeat manager.
Date Qate
STI CC3NS7RUGTION ENG11VEER STI PROJECT MANAGER
12 Cl:lformslstilfi e Id rep.pm5
Gvrrespnnding Deficiency Report Na:
January 13, 1999
4WPvATE,9 $,t'~ 45 '71
RiVerwalk 2"d Additinn
Items to be compZeted
Field: ~
Rc xs
.^a •
sFa$ . . Poni-IIE".
- reseed-pen4Z$4-
. ' teree~r ~t~eea . e=se-
~~~~~~~at-
ititet
c5. VhAeF-p a nding-i a-~~~~~d- raa-'~+., __t rs.Lnn R. _ ,
- . Ki ~ ~ L'_'.;` , ' 'i ~a~Bl.i'~,,, ! i7r ~ ~~`1.- , -
' ~•~t_ri r • e I
T30cU[ll@f1t3:
1. Certificativn Letter
to-
INLAND PACIFIC ENGINEERING, INC.
November 1, 1996
W.O. No. 96106 & 95617 RECEIvED
Spokane County Public Works
W. 1026 Broadway N 0 V 0 1 1996
Spokane, WA 99260
SPOKANE COUNTY ENGINEER
Attn: Bill Johns, P.E., Spokane County Engineer
Re: Riverwalk 2nd Addition- Construction Certification Package
Dear Bill:
Per your request please find the following information which is intended to be reviewed by the
County and used in the certification process for Riverwalk 2nd Addition.
1. A three-ring bound set of inspection and testing reports for the work constructed.
Included within this binder are the following sections which document the scope and
nature of the inspection work provided.
A. Correspondence
B. Test Reports
C. Daily Reports
2. A$et of mylars and two paper copies for review and comment. Please note that these
mylars are new mylars and should replace or supplement the mylars that the County
currently has for this project.
It should be understood that this submittal provides certification for the initially constructed
and approved construction 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.
SinCf rely,
Inla id Pacific ngineering Co., Inc.
.
Todd R. Whipple, P.E.
TRW/tw
cc: Dean-Housley, Mark Hancock
file
707 West 7th • Surte 200 2020 Lakewood Drive • Swte 205
Spokane, WA 99204 Coeur d'Alene, ID 83814
• 509-458-6840 • FAX: 509-458-6844 208-765-7784 • FAX. 208-769-7277
1 ,
AAM
S p C7 K A NIE C a LJ N'r Y
DIVLSICiN OF ENGINEERING AML9 R[]ADS • A DIVI5IQhf t7F THE 1'i38LIC WS7R.SCS DEPARTMENT
WiUiam A. johns, FE. Aeting C[sunty Engineer I]ennis M. Scvtt, P E., Direciar
❑Ciober 24, 1995
Edward Dean
5tanton Spokane L.P.
I6720 NE 1 16th Street
Redmvnd, WA 98052
suB,ECT: P1414A - RiWerwalx 15t ~dditivn
Stvp Wvrk [Jrd'er - i7nautharized CQnstrcuctian in County Right of Way
I]ear Nir. Dean:
I haVe been cnfarmed that you are gerforming cvnstruction wark in Spokane County Right of
'dVay for Indiana Avenue withvut a permit, as well as withvut accepted rvad and drainage plans.
, I am notifying ynu that yvu are iai violatiou of the provasious vf Spokane County Cvde
§9.14 and §9.40. Under the pravisions of Spokane County Code §9.14 and §9.44 , I am
hereby directing you to irnmediateivi cease all construc'kion-related ac#ivity within the public
Right-of-Way on this praject.
Tf you cvntinue with construction-rela¢ed activity within the public Right-of-Way on this project
after receipt of this lettter, T will contact the Spokane Caunry Sherif#"s Departrnent and natify
them to enfarce this stop vvork arder.
In additivn to ceasing all constructian-related acti►aity within the public 1tight-af Way on this
project, yvu are direct.ed tv properly secure all excaVations sa as nvt tv present a nuisance,
attractive or othetwise, tv the safety vf t.he general public.
fn order tv receive a perrnit fvr wvrk in the public Right-af-Way an thrs prvject, road and
drainage plans meeting the requirements of the Spokane County Rvad Standards must be
submitted, and receive acceptance frvm the County Engineer, as noted in Section 5.01 0f the
Spokane County Strrndardsfor Rnad arzd 5ewer Conrtructaan. To date (as of 11:40 a. m. October
24, 1995) the pians for this project have nvt been accepted by the Caunty Engineer's Office, nvr
has any permit been issued.
1026 W. Saaadway Ave. • Spnkane.'W.ba 94260-0170 •(SN) 456-3600 FAk (509) 324-3478 'I'DT]: (509) 324-3166
.
z
, r
Edward I]ean
P1414A - Riverwaik 1s# Terrace Addlition
Stop Work Drder
Octaber 24, 1995
Page 2 vf 2
In addition, my representatiues nbserved (in rhe rnvrning of Octvher 24, 1995) seueral items
which will have an impaet on the acceptanee vf this rvad:
a. There was apparently no canstructian inspectar visible on the site, with road base
course and cancrete curb wvrk in progress;
b. The curb vn the svuth side of Indiana appeared tv have nvt'been adequately protected
from the rveather, in that the pvcicmarked finish indicates exposure tv rain; and
c. The gutter pvrtion of the Type curb was fvund to be anly 5'h" thick, instead vf
the 6" thlCkd1e55 rBqt1ited ii1 t1e StSririda1'd5.
Tnese vbservacivns indicats tv me that the cvnstructian inspectian effort by yvur agents on this
pC[}]eCL 15 50PeIy lIl.',LIff1Cfe11t, and immediate corrective actzon is required tv ensure that all work
to be installed is constiucted in accnrdance with the pians and specificativns. Failure tv ensure
that the wvrk is praperly construct.ed will preclude the Cvunty frvm accepting the wvrk. Any
surery pasted far the cvnstructiQn vf [his work will not released ar reduced until aI1 the work
has been demonstrated to rrieet the specifications.
I am alsv advising yvu that without apermit, the County wiil not be able to finaiize the plaz.
Shauid you need any clarification an the Gontent of this letter, please call me at 456-3600 t4
establish a mutually converiient tbme to meet and discuss yaur questions. I am aisa expecting that
yvu will call tv inform me vf the cvrrective action yvu are talcing.
Sincerely,
Wiiliatn A. 7Qh , P.E.
Acting Spvkane County Engineer
cc: Pra}ect file
Spokane County Engineer's Office: Si11 Hemmings
Terry LightFoot
Dennis Scott
Sgvk,ane Counry Proseeutar's +Dffiee: Jim Frnaeio, Atike Dempsey
IPEC: Tadd Whipple -
A,
~
~
WV ~
,~,E.~a • ~ .
4,~~
cT'
f';a
~
r ~
INLAN❑ PAClFIC ENGInIEERING, INC.
C]ct~ber 3 , 5 .
E VV.0495617
Spvkane County Engineers Cl€f ce
1026 W. Broadway
5pokane, Wasbingtan 99260-4170
Attn: Bill Jvhns, P.E.
RE,: Riveiwalk 2nd Additivn Cvnstrvction Inspectian
Dear Bill:
As per our conversation oa Wednesday Dctvher 25, 1995 T took it upon myself to cvntact
. Tenry Lightfaot in your department cancerning several quesgions T had pertaining to
constructivn anspection, as well as the joint irspectimn v_f the Rivenwatk 2nd Addition
project. Also mentianed in this meeting was the fact that TPEC is the first firrn in tnwn
to at#empt this new acceptance and inspection prvicedwe, this prcaject may set
precedence aad #herefore ~s under the micrvscope. After leaving aur meeting on the
25th, I thought we had came to a comclusion that a representative from the.Cvunty ywould be available to run thraugh aInspectian Funchlist to help our inspectar
ua+derstand the requirements for acceptance of street and drainage faeilities lacated
within the CauaCy Right af Way.
As you knaw there are numervus itens left eixher unsaid vr uncTear as t❑ the
requirements of priVate inspectiQn. It will take a joint effort from bath parties to come to
a c+onclusian vn many items. I would like to znake tbe effvrt vf starting the
Cam.municatioa o££ an the right fvat.
After alengthy conversatian with Terry Lightfoat today, T feel there are bad fee➢yings
hetween Terry and the private inspectivn cammunity. He had indicated to me he does
not want to go thr4ugh a punchiist with ao.ny representative frvm aur Erm, arad he would
avt be wi7ling to answer specific questivns concerning tolerances and iriterpreta~ons of
the newly adQpted 5pokane Cvunty Guidelines. 7'erry said "the private industfiy prampted
the priwate inspectinn, we thaught you had it all warked out, therefore eome up ►avith
yaur vwn talerances and interpretations, do Qot use the Gounty's? All dimensions are
minimums."
x wovld like to ap~n lines af commurucatian between Spakane +County aad Inland Facific
Lngiaeering canceraing the newly advpted standards and cvnstructian inspectican. T have
numeraus inspection related guestivns vn minimum requprements as well as procedures,
and i feel Terry has a bad attitude concerning the newly adopted Spvkane County
GuideLines. Fram the questians I asked Terry, he did not have any 9~, a~~ - _ ,
f' ~ 1: r~~ i~
unwi.lling to giVe them to me. If we are going to make this new procark''ive will a~ :
• E,,~~~ NQV 0 1 1995
707 West 7th .Suite 200 q$POKAi~L CUUrrfII 1 ENG~NEER '
5pakane, Washington 99204
509-458-6840
FAx: 5 09-458-6844
~
- .
~
-t
• need to communicate better and work together.
Ed Parry indicated he would be starting a Construction Manual sometime this winter. I
would like to suggest the private industry be involved in the development of the County's
Construction Manual when it begins.
Listed below are a few but not all of the items I am concerned about at this time.
1. What is the process of notifying the County for sewer and street inspections?
2. What items are included or not included in sewer inspections?
3. How often do we have to supply inspection reports to the County?
4. What is meant by "spot inspections"?
5. Are there allowable tolerances for paving and concrete thicknesses?
6. If an item does not reach minimum County standards, such as the items
. mentioned in you letter dated October 24, 1995, is the County responsible to
report these sub-standard items to us, as well as the contractor?
This list could get very long and time consuming to continue. I would like to request a
meeting at your convenience to discuss these and other items concerning the private
construction inspection.
I would also like to request a.nother representative from the County Inspection
Department, other than Terry Lightfoot, be the contact for every day questions and
interpretations. I would hope these meetings will be less confrontational than the one I
had with Terry. As you know it is very hard to contact yourself or Scott Egger, as both of
you spend so much time away from the office. It would be nice to have a contact
available to have conversations with on a daily basis if need be. The current system of
leaving messages with you, Scott and Terry is not working, as we can not get responses
back from your office in a timely manner.
- If you have any questions or would like to set a meeting time, please give me a call at
our office.
Sincerely,
Inland Pacific Engineering, Inc.
Bruce A. Howard, E.I.T.
Project Maaager
cc: Project File
Vem Jacobson
Spokane County Engineer's Office: Bill Hemmings, Ed Parry, - Terry Iaghtfoot, Dennis Scott
E lW1 1d-„-tltavextbr
~
~
. INLAND PAC1FiC ENGIIVEERING, INC.
L ecarn
IPE W.0495617
Spakane County Engineers Office
1026 W. Broadway
Spokane, Washin,gtvn 99260-0170
Attn. Sill. Jahns, P.E.
RE: Riveiwalk ?fld Addition Construetion Inspechon
Dear Bill:
At the request af aur ciient and his cvntractor, we are requestang ta schedule a final
inspectioa per 5ectiDn 9.06, Constructian Inspectivn 1Vnti,fications and Records, af the
Snakane Countv Standards f4r Road and Sewsr Canstruction.
As nated in this sectian, deficiencies fflund will be cprrected hy the spansQr prior ta road
acceptaace. Tlerefare, we feel the record as-built drarvings sh[auld be prepared after the
Counties finaT inspection is eompleted. This will allvvv the cvntractQr ta complete the
CoUI1t1e5 pLlIlChl15t 1tieID5, aad be shawn accordingiy on the recarded as-built drawings.
Z would like to schedule the 5.nal imspectiaa as saan as pvssibTe. The sponsars
representative, Veme Jacabsoa, and myseif will make aurselVes available to meet yvu on
site when it fits yaur schedule. We would like to have this meeting prior to t.he end of
tbis week, as the cvntractvr has the ability to finush any punchlist items ne.xt week.
If you have any questions ar wouId like to set a meeting time, please give me a call at
our office.
Sincerely,
Iniand Facific Engimeering, Inc.
Bruce A. xoWara, E.Z.T.
Project Manager
cc: Project Fiie
Verne 7acobsan ~ RE ` -F
Ed Dean
Spokane Caunty Engineer's C1~"ice: Ed Parry
~ 1 1995 ~
4 F
~ F
~ SPUiiA~~f GLi;,':~~Y ~E;GNEER ~
707 we5t 7rn • suice 200
5pokane, WashmgtQn 99244
509-458-6$4C]
FAX. 509-458-6$44
~
i
5' •
~
Y ~ •
IS ~
~
S 1~ C7 Z~. I~I E . ~ 0 U N T -N''
DIVISIC?N OF EI3CFNEERIddG ANL7 RQAL35 • AOIV[SION L:?F THF PLJ$LIC iNf)ItKS DEI'AATMENT
Widliam A]ohns, P E,Aeting County Engineer fJennis M. Scatt, P.E, Directnr
E~ ~
6ruce Howard
Inland Pacific Engineering Cra.
707 West 7th Avenue, Suit~ 200
Spakane, WA 99204
SUBJECT: P'14I4A - Itiverwalk P.U.D. 2nd Addition
Request for Final Irrspeetinn
Gentlemen:
ihave reVievaed your request for aFinal Inspection, dated I 1 Dee 95. In order to conduct this
inspectivn, the Cvnstruction Engineer wiil need to gravide the follvwing:
1. Certification that the Cvnstruction Engineer has inspected the vuork, and that the
improvements nmted on the accepted pians were constructed in accardance with the plans and
specificadions; and
2. A red-lined ptan set indreating the As-Constructed ccsnditian af the imprflvements,
bearing the certificativn nvted in Sectian 9. 10 vf the Spakane Caunty Standards for Road and
Sever Construction.
These requirements are in keeping with the ptocess standards thafi you and yQUr ctient requested
to goc+et'n this prvject.
I would like t4 remind you that all wrvrk on this project must meet the minimum requirements
nvted in the plans and specifcations. In rny letter of 24 Dct 95, I hraught to yvur attentivn
these items:
a. The curb on the south side of Inda'ana apgeared nat to have been adequately protected
frvm the weather, based an the pockmarked cvnditivn of the surface; and
b. The gutter porfian vf the Type "B" curb was found tQ be vnly 5 1h inches thick, instead
vf the 6" thicicness required in the 5tandards fvr design and construetion governing this pr4ject
(the 1981 editivn of the Spakarae Caunty Rraad Startdards).
1026 W Sroadway Ave • SpaFeane. FVA 9926M170 •(5Q9) 456-3600 Fe4X, (509) 324-3478 TQU {509} 324-3166
~
~J
z
P1414A - Rived•walk P.U.D. 2nd Atlditivii
Reque.st for Finat Inspectivn
December 13, 1995 _
Page 2 vf 2
Please provide eVidence thaC these, and vther items which Che County has brvught tv your
attention, are resolved privr tv requescing a Final Inspectivn on this project. You should submit
all records and repvrts, test results, etc., which verify that the propeF inspect`rvns were
performed as required in the SpQkane Caunty Staruiardc , for ~oad and Sewer Constructivn.
lf yvu shvuld have questivns in this matter, please cvnta,ct Scvtt Egger, P.E., ar Terry Lightfavt,
either by ]etter, or by Ce1ep'hone at 456-3600.
Sincerely,
WiIliam A. lohns, P.E.
Spokaile CQUtaty Engrneer - -
ce: Pr4ject zle
5pokane Cvunty Engineer: 5cott Egger, Terry Lightfvvt
1NLA►ND P►4CIF1C ENGINEERING - TRANSMITTA►L
707 W, 7th Rvenue, 5uite 200 SPpkane, WA [5a9]458-6840 Fax: (509)4584B844
TO: Spolcane County Engineering
1026 w. Broadway ' "o „
5pnkane Wa. 99260-0170 I.PAE,C. PROJ'ECT 95617", 95618 -
ATfENTION: Ed '~arry, P.E. 0PE~DJECT NAIU~~:%~'~v~rw~lk~~~n'~ ~r~d ,
<
~3'rd Additians • ;-'~'~:''~;M1
PROJECT PE-1414-81
- • m
•
Descriptron: -
• Prints ❑ Gapy of Lettter 'a Copies of app. pfans
0 Original Orawing ❑ Gontract Qvcuments 0
❑ Wvrk Authcarization 0 Drainage Repart 0 Inspection Reports
No, Capees Descrrptran
55 pages of daily inspection reparts, including soil classification and practor info.
Pu rpvse
■Infarmation ❑ Reaiew & CQmmerrts ■ Per Your Aequest
0 Written ApproVal ❑ Signature & Re#urn ❑
Remarks
- Ed-
As per Bill Hemmings request, I have included copies of ali the daily inspectivn
report tD date that I have. fJpdated inspection reports are sent out in the mail on
Mmndays by AGRA Earth and Environmental. If you would like copies of the most
current reparts, I will be happy tQ make copies of them when we get them in ❑ur
office.
If you need any further infvrmativn, or have any questions, please le# me knaw.
- Signed:
. Bruce A. Haward, E.I.T.
cc: file '
40-8\ A G R A
Earth & Envrranmental
E 520 North FraaShdls anve. Suite 6097
Spokana. Washingtan, U S A 99207
509) 482-0104 FW (5W] 482-=2 LET1'E ROFTR►ANSM ITT►4L
TO Y Fcz-l 1 ! U u[3 ~C~ DATE ~ ~I kl 7. ,5_ I .106 N(Y
d v~
h nrrErorEow 9
RE
~~~~a I f
I ~
WE ARE SENDING YQlJZr4a,t3aehed ❑ Lfnder separa#e cover via the #allowing items
Pi Report El Print5 0 Plans 0 3 112" D3sk a 5 114" Disk
Q Letter 13 Shop dcawings ❑ Specifica#ions ❑
COPIES ~ akTE ~ IVO ~ OESGFiIPYi¢RE
~ ~ I _ ~ aC S [ ~C S.S~"► [~.~d0~..~4 `lp` Cf'~c3C ~ ~ leS" c: ~ ~
I __I f ~ 1
I I
I P
~
. _ ~
I~ I 1 ~
THESE ARE TRANSMI'fTED as checked be9ow:
❑ For approval ❑ Approved as submitted 0 Resubmit copies for approval
PT For your vse Q Apprnwed as noted ❑ 5ubrinit cvpies for distribution
C7 As requested El Retumed far correctinns ❑ Retum corrected pnnfs
❑ Far review and cornment 0
CP FOR BIDS DUE 19 ❑ PRINTS RETLJRNEQ AFTER LOAN TO U5
FiENCARKS
~Vre*
- - • _ ,.,;I.~-.z-,...- -.z~,u. ,r~ „ -
' y• I. i . Ep'V . _..r:.
f w
GC)PY 7C] SIGNEQ
~
AGRn Ewn, e~ Ermhw+me,sa,. im crrev 7194~
41k
~~~RA
Earrh & Envrronmenrar
E 520 Nvrth Foathills Qrive, 5uite 600
Spokane.'NfashingtQn, U.S.A 992U7 C]A7E q ~qs-
LRB NO. 1_15S_
CLIENT '~)12aa s ~ALOSLE:~, PRDJEGT ~•v~~~-n~~~- 3"-D F'ROJECT N0. (:)L..- (3 s 1
,
SO[L L~ICATIQ~! S~'A 19t56 C~+~ ~ ~~~rrR 7' CLASSIFfCAT1QItI 5YM8OL: (X
Uniiied Svif CIas5l4icativn System`
~G,Ouv field Identiliution Prcaee8urn
P~Mlpr Q.v-s-ani +xbalF rYP~ul lJamrs [eKC4udinq psriKlea fuqcr 2han 75 mm
[rl urd basirsQ lractKins an estirrujed weiqhSS]
, 2 ~ a ~ 4 ~ s
~ Wrll•g~ed qr~rrli, ~wwel tand mix Wrdk rar+Qe in Qrain uxet ~nG Wbn[aniiaP
7t rw ;vres li[tle ar np firies, wrounti a! a11 mt3rmeAiac i psreee iitft
9 o~, d a' a ~ g ~P Pa4rly pr,d' grac~eft, y~ravil•tond mix- Pr~mirarrtiy Wse s+aa or a eenqe qf I ilees
o - p V tuPfs. 1itUe od n4 finat +enth fum4 onttrmEdiala u;rs mrsiinq.
z ~ 76
C u: c~ E g r M r~tonalt~c~C rinei or r+net ,~r9fA 1c~rr pl.niclcy
a GM 5a1[y ¢^aralL prnrehsand•uli mrxtweL
w ' Y ~ ~ c~ Ifor identii'Kasiwui proc~urss t~e FAL bslowl.
~isy z- n r ~
u~i • ~ E~ §I n GC 'psre-Y 9''+"lL qrwehiarWtliy Plpsic rinn Ila W4nei r",on woeeduri"
mixturet tirr CL besowi.
Weti•qr~d Qrmlly u+Wh. Wide rsnqr tn QtrEn sim ard iubssaniEa1
~ Lttle af no ttna amaunu v1 aR weermrdWtE pwtiele sirrc
43ti ~ o °
Y o~~ ~ c 5P RowlY 9ra¢ed ur+ds, qroveliy su+df. Predominrnely orn siie w i r+u+ye al sires
w~
c t a fifS1e or na ftnrs rKilh wmr enirr+rbedtats fitn rnnsenp.
~
c
a sn r rx c NGnptasSit Tinrri Or firsn Mnth IOw plassieisy
~E Q $1V1 5dty iands. saa4-ull mlxlufes_ (fnr +drntifxssion pt0eedurw fn UL 6[iprt
n sc Oiyev sn+di, iand-clsy miasures. pastrs runn Ila ia++sirKasron aozrIIursi
~ sc+ CL belor+r).
fdentiirAtion Prpcedurn
c" on Fraetwm Snwrler tten No. W senr 5ire
" SLmn9Sh Di[il/rxy TpvlgilMii
w [ClVihlflq (1!lCS+Of1 {l'4nftliim
z . ~luracsoristrcil la dykerql neu Pt1
w I+wrysnK siiu an(1 v[r1v tr+p sarnd. rOtlc
C 7[
Y t NSL rlour. tilty ar elam rn..K+d. or wanw to di¢1i ou+de tn daw Ncne
4~ a ~ E r~ efayey si1[s with sIiqht pCas[icity.
g c srsorqanis etsys ai Aaw to mmd ium
F~I •g Ct str3titatv. 4r-Hly clayti. undv Mrdiam to ns¢r None sa very iA4'edium
d.1n, s+lsy clm. l..n e1,yi .
c
Qrqanic rills ww wgen+e sfr[y elrys of Slsght [o Siwr 5liqhs
Y+ D6 Ip~y pfasj~ity. mrdium
c E r
" o x Inarg~niG s~lt4 mK.sCe~t R~
~ . MH 6a[Omaee6ut fine undy 9r ~~m 9ow la rwM Rtedium
i
silty soils, *fas[x VI[L
~ E
iClt In4rg~nx eiays Of hi~ plassta[y, 4at Hi~ ta wvY H~~
cilys. ho
f)rganic dayi of inednim So high Hurse ta rsrx Siiyht m
❑ii ~ariieiSY. ar~r^3C siFSL WSed~um 4o h~qh slorr mFdSum
M,qnla o.g+ntc sa+s Ps Pa.s wd oOw nighiy o.ganK.ai 11. Re.a'ty iaentirird ey eoia•, oda. +aoinav F•K
onf rrequanHy 1sy ribrors teis4re.
~ Bvunaary eiass,nsefion: sajs. vossass+rrq tna.stlentitci of two qrovOs ira aaspnateG by ewnbtnafrons af geova rrrAods Fw e.asnpla G►N-GG•
wesr-q.rdee y,arei unc n,i■ivre mtn cisy bonaar,
-
' Ail sieve titaa an mis chaeE ife [1 S SianOard
Aftcr L1.S. Army Engiueer Waterways Eeperiment Stativn (1960) aad Howard (1577).
\t4k
PLASTIGITY IN€3EX _
TEST ❑E5liaNATION: ASTM 0 4318
' C
P1`01ee[ n A Dpcrlr3".] Projcc:in
5anrplz r+ ~ 'pewt, La6 4
LOCa(Iott/S,)urcc S-rA rC1+ :5+7 Da1c TzSted
Nfaterial Qeacnpttoti TeSteri Sy L,Ly
~
liatura! WG LiQuid i.imit P3rstac i~irnii
Nurnbrr of Blun•s 30 _ ~ j ~ ~ ~
T7Ct , fumbcr
Tare } rVcc wc (gni) _
Tare *Dn, wt (1~rn) f9.o ~I.,~
Tarc Wt ~m] I ID.q I~J. ~ { f , (e),
wt or warL:r (ginr 3.6 1319 ! 3
Dry Wi 50i1 !gmr r i0t 3 .S, 3
Wacer Conteni (°fnJ ~ ~~i ;L z 9 a8.~
r
Sa
A 4d h' fir ■ c~r.. CH~ .~a .`•c.94,x
s + 1 L _ •f .F ~ ' . 4 - r $ C a i.
C 310 „ r :
r - c
y i C y -
;e
M G ~ '4 S~ r t « l. la • i- ~ 4~ xp ~ c 'l S r el $ 4" Ei .s
~ a - t1{f }"t' ► .
_ t0 y ~ ~ r
- 4 ~
x M
6-# IIM~
10 20 36 40 50 dn Til sO DO SDO 610 129
LIQVId Ltt.tsT
w qi w - ~ ~ -
A '
~ : -
Ft -
c ;
0 3$ `
Si1L04JJIt'
~ Pi.qs i,r l,r,or IA7
T ~ - ' ~ -
PLAsnCrcr Itive.3 ~ a..
t5 29 30 .a st
r~'U u BEdi Q F B z i? w S ht.111fkN.'~C {VO] n~
~ A G R A
' Earth & Envirvnrnentaf ~ ~~~Ck°d by
E 520 Nenh FoornrPis OnVe, suire &DO
$pakarre. WaSh+ngf[rn, Zl S A 49207
}
d-1c ta i it t--k
Earrh & Envr"ranmen[a[
E 520 Aforih Faolhdls Dnve 5ur1e 600
Sgpkane, WdSRmglon U S A 39207
STE, VE ANALYSIS - -
Clien[: ~o +4aLost-F-. u C3ate: ~ Lab No:
Prajsct: ~~„~A~►~ ~ ~ a-' Prvj. Nv.: /,2 -I3l1
5ample Description: MreGhod Use1: Ct3e.
WE[GFrf' CuMu'[.ATrvF, PERCF.Nii' . _ '
SiEVE S[ZF WE:IGIfl" SPEC.
R~['+[Eb pASSIi'~G ~'~S~NG ~~s
°2 _ ~ 7 ~ `t~ 7 T. s~. ~ft c~E i ~4~G:E ~
I tf
~v f EI'~. ~ ~ ror~~ cv~e~,•rr v~
31`~ r' U. ra~ 7U.7 Sr7. ~ - r~r~/L"E. GC~~t5H7'S r7QE'
I''d ?a c.ZJt18s . IdQ `jL a
- I
YVe[ Sitre 0
~ Dry Sicve ❑ ~
I
I
_ p
~
M[7[STl]]R,E CUNIF-I~ wcA weig1t ?
0ry Weigh[ i
96 Moiffhem • l
[}ry Vlreight af Sample 4T,:, 14- MINUS 204 WASH
Ory Weighc a€ter Waskh
Washing I.[fss _
SAN❑ EQCITVAL.ENT
Trial #1 - Sand Reading = Ciay Reading = , S. E. =
TriaF #2 - 5and kCading = C[ay Reeading = S. E. _
Sand EquiWaTen[ _
Sampicd by: ZtJ• 16~1~ Tes[ed by: OJ X ~
Reviewed by:
~
Earrh & En vr~ronmerrtar
E 520 Nt3Rla FpnfhrlTS Dr+va, 5urfe 600
$pakarrC, Wash:ng[on dJ S rY 93207
SLEVE ANALYSTS - -
CFient: I. EAQ LJ~L- ISyP c~ Date: g~~, f4S f_ab No:
f'rvjecd: -3.zn ~~.O.v f rvj. Nv.: I.~-I,~lf
Samplc DescnptiOn: svgteht L, Methvd Lised;
- ~ ~
~+'ErGIrr '~1r~AzrvE ,
Sr~v~ S~zr: ~~t~rEa ~'~'EtGfer T'~~c~ 5PEe. ~~cs
P►~S5[IVG YASSTNG
t
3 3 '76. 77~~ '~rn+4 i~uc ~or~rra►~
I
/q cla8°. C] 5`Ta. 6 57,6 a~ -Tntia L sam'OU, LO Bc,"-r
q7s.4( IV 7. 0 (%r 210,'/ rr147 ~sEr3
7
3 61. Cl :S.T ?~~1 .s rt Jr , c.c.Jr ~-~r Nrs
7SS.9 ~y. 7 1:5zS, :)L 4►~M~ ~
ft-7 -.9
;
q c) c.B• C-) ~ 9,2,~
(.9 ° ff- _A r~ J
E (]C] $3l.`? r 7S. ~ ~ 7 . ~ ,
PDO wet Sieve ~ .
Dry sicvc p
~LO
MOt5[`[.[RE CONFEM' '
wd wei$td l D~i , S
~ nly wsiglc I
. . . , i
.I Ory Weigfi; csf Sarnp[e MiNUS 200 WASE3
• L~ I
,
`j ory weigt►c after wash 5? (o(. 3
WeLShing I.c355
' i
SAND EQUIYALENT
Trial #l - Sand Reading = Clay Reading = S. E. =
Trial #2 - Sand ReadinS ~ Cf'ay Reading - S. E. _
Sand Equivalent =
Sampled by 4U)0.-'9_ Tested by: 14canx_ Reviewed by:
;
r E 570 1Vanh Foatnrfls Dnve. Suire 600 ,
~ AGRp► Ea rth & En vlro nrne rrtall , Spokane, washrngron !J S.a 93207
~ T I E iV TD",,~ s~`f rR ~a5 [~y P R Q J E C T,~,~r~c.~a~4~ os~ O 7~~ 4AAerrdaR 0 J E C T R 0. /L-/.31/ -D A TE f (o fzr'
!ATERIAL I?ESGIRTPTIDN k-3FA'i1+..]E _'LD FC LA8 NQ. ,z6_ 84F[IT+IG r~ hl ~
H f ~
QurD r,zr~IT39 DE'P'C _ faRaDA71DN TEST RESlJLTS I'LASTICITY iNnEx a2-7
SlEVE AN+7l.YSIS ~Y~fi0YE7~R AIt1+LY5t5 ~
Slrs d Cysnlwqr In Inc►r, ~ Mo-b rr oF Mai •U.i. ifondard ~ lt*iai Mio 1o Ylif
` 100 d ~ n wr w ~ I_'1 • P~~'~`1~ ~ 7C 2 2 g SS 3 2
l '
I F . ~
t-0 i k ~ I°1 I`~ i I
20
34 ~
j
~ S~i tl N ~ ~
~ i
~ 40 m
tt ~
x,,~a
LL. 10 ~
q
~ [3
U)
u 40 E f~ ~ r~
Y i
0: ~
r--n i1--ni i i' i 0 OLO
~
w I f ~ I`1 I I r I a
f"1 f~ 1 i • ~ ~ . 4
30 t
f ~ . . ~ ~ '
zv
aC
icr
~ ~ I`~ ~ ~ ~
i ya
I
0
~ jQp
, GRAEIJ 51ZE IN ~vilLtlhlE7ER5 ~ C
GO68LES CQYl1~ I Il~~ Coo.or I u~ll.~ ~ Ilr~
GRAYCL 3AHD FIR=Ecu
sAr~PL~D ~Zy .44 rr,~~ TEsTED Bx 1,U REvEwEn sY
OAGr-t ~ PR(~CTC]R ANALYSIS DATE: g-o Iq s
Far~r & ~nvir0nmenfal
E. 5241;Ivr#h Faothills Dnve, SuiEe 600 Lq13 No 1'6 (o
5pvkane, WashirFgtan, U,5 A 99207 CLtEHT -'DEAA~ ~4P'L'.)5 r.eL-\
J
PRCUEcr- rROJEcr No
~
MErHao usEv rAKcr /;-.Xa ~ GEN_ scIL oESCRPTEVn~ ~4-rIdr xPASSwG 3/4
MAcIMUu+ vRr oENsirr i 3f . g oPrIMUM wnotsruRE 5 ~PASSnvG asa
IREMAFIKS r~ ~~►~x r7R", .7t +el5r7%l 4xc--.k ~orzR.~c ar~ S6 PA55[k1G 04
~MPLEO SY: GU gr.ta6az. ~ TESrEO BY C' . 2i7cpeacIc AF-vIEwED eY:
f]EHSITY TIE$T IHQ ~ I 2 ~ 3 1 4 ! 5 I g
WT. OF WET&CYLINDEii I(t t 07. <9 I r r.1s.3. 7 I i 1_303. q
wi. OF cv~~R 0516a 7 (95 Lo._~ F I lo560. 7 ~ I
wr OF wET SaWLE 4351, y LI55[7. I 1
v04- ~ ~~LINDER .a75- ~a-75 1o~s ,1)75 I
uNr wEr w~~~ I a'K. r t3,3.7 ~134, 4 I I
LHr oRY wEIGKr ca~[. ❑ ~ ra~.1 ~ 151. Y' ~ IaS. 7
~TURE -
DtsH NO. e ao
WT OF W£TBaSFi 10`116. 7 1
wr OF DtY&rn.srs ~~S'7,;Z rr~? , 5 ~ b S 3. t7 ~
wr. OF wrAFER rS. S ~~Zl , 5 3! .C] ~~-Il..~ ~ ~
wr OF OlStt
wr OF DRv SnwLE ~q,t3. te q?q.. ~ 5(q3.5 ArER c~ENTx q. q
- ~Y
IIIIA
IIIIA
52
~
t~
~
~
~
r
~
~
~
~ 4~-
~
~
cc
0
to
~ wAFER cQNrEur-I~IERc;EN'r
~
d ,
1
150 > ~ ,¢~.ax > C- .S_~s~\' a` .'i:""'' :~~`r~.~ !^l'~:~ `l.. .~w~ ~ ~L.~3
y `~a
g I \ s ~ \ 4
\
71
0? \ k ^L• \ \ \ ~ ' \
• \ - ~ \ , ~ ~ ~
~
130>
\ J \ ~
,~,a f L ~ x
~
I 2QA 7,\ c ~ .
01
a
IID?
1, aE
.z
!00> ~ \
44-
90a
:
~
8c) 90 1OD 1 10 120 130 J~ 140 15[]
~ l aboratary Maximum Density {PCF} i47yC'
c
a)
a Rock Carrection Chart
~
~
~
~
~ PLUS .31 d 1 NCH MA TEF21A L
LA#_ Pq L$ 6 V-A-re a -OEAOs
1~ ~`{4
*AGR A
Earth & Lnvrronmenfa!
E 520 North FoothiEis Qnve, Suite 600
5pokane, Washingtan, U 5 A 99207 dATE ~~(?,j
LAB No. s&7~
cLiENT s7lF~)►a r~►~~~~L~__ QRoJECT PRoJEcT No.
SO[C LDCATION 5'fiA tart 7b k7' 16' ZXDrr4 CLASSIFlCATfON SYIVI60L: &C- _
Uniiied Sai1 Ciassification System'
rv rt ~PFvrld adrnuliuiian Procaduren Maior piriti~ns mbrsls Tppical ~IVames IracCludirp parlttley larpev ihan 75 mrtl
JanC b+sirsq lerctions on estimateC weights]
1 7 I 3 I 4 5
~ W;IF•qradad prarrls, {Era;nl fand mi■ Wcde rar~pe in qrain wan and whneAnlia!
lures, lss11e ar na fines smountt af r9t inlrrmedta ir ps rticla uset.
- 0r U_
Gp PDOeIy prkdeC qirsrsls, 9'aveR Llnd mix RreOominan[fy qns siar or a ranpe ol aiias
r`~ = u turr3, lit[Ie or na lersri. wns1+ tame intermadisto s+an miuinq
c ' c Gt E 3 c N kOnP3aa2it fines or f~rreti with law ple~t~citY
z ~ Y o~E ~ GM 541ey qrarelg. qrml-sind-s+fe enixeure►. I Ta rdenSilK:at~an [xcierrdvrea sn A1L 6eIOwl
$~21
E., a ~ Q a y rY p m l% q r s c n a h~ n d i l ~ l y Pf nt~e finas {!w ~ansil~aiicn p r n c adur n
w ~ :
micturec we CL h+lewl.
r ~n
± E
b• ~ ~ WoIlyredrp 4irudh, Sp'rN11Y faada. WsW rmqe +n qrsirv tiues arrl wbsLen[iat
~ E M1 - ~z ~ a~ sw lieele or no f,nn. ampenta aT all inttrmsEuee parsidr gpteL
° SP Paorly yradrd sar+ds. 9r"ly s+nds. Predominan[1Y au urit a a rup o} siers
" d w a ~ d v ii[[k a rcp lines rvieh sDrera inlormwdislo siars m:ueng
c g
~ E
' ~ L E ' a M NonPlniK rann a r,nce votn law piHtKisr
w c~ SJiI Srlty tsnds. Mnd-uft mixtures. {1ar iGnssl"tEon oroco9ur+r€ sn ML t,eEOw1.
a~
aF'lastie firft (1or i9antiT+casia+ pocWvrn
SC payty wndt, ssrWtlay mixSurm
rer Ct belo+.)
.
~
~ ldantifiutivn Prceedures
c on Fraerron Smrll+rc lh+n Ha i[] Sim Se:■
a Dfy SUfnQih otI4laa+CY TOvS/hnei ,
{Crvd+irq (ryct+o++ [Canutlrrrp°
dwaraCSeriflitsl eo Yukirpl rjrar FLI
a
z ~ E+wq+nit silte srcd vary fur Rrnds, rock
ML lWvr, si1tY or CE+YQY iir+e sandi or NDnr ta dight iluck io dow Nore
e4Ygy Filtfl wnlh sliyht plsftKtSy.
~~?p p C enwymx Nays QI law S►1 "dium HCm t9 rerp
CL Gt►iti[iiY. 9rirallw elaye. sandY Vrfiedium [o hiph slow A1Rdsum
elaY`, vilty cliyt, ieon elays
d ~
z
~ o.aanK .i ies .na o.llainK si rsr ~l mv: ur SI tto
Q6. 1Gw Pltsjxi[y, rryAarm sj3w S1qsi
LL`p a Inorqan'sC siEii, miCateous or
Sfi~t ta
L~ . } MH diatioen~ea~ti Tina undy w S1i~l lo
~~m Slow 1* nona aniecitum
c~ fYlly Wd4 NiftiC 1ii![i.
y " C
~ v2 CW , In~~nrc clar3 vf hpf+ plastiritY. fat Heph [O vlry Nons Flo
+h ~ b.
OH ' QrWnit tfrye of modaim to hi¢i Medium to hiph Nw+e W vrrT Sliqht So
Pl+ntei[Y. orylnic EiIts. Oow mrdlum
rltghry dhyanrc Saiit Pi Peas end othsr heqhly argmnK sc+liL Resddy 'dant1 feed 6y oolw. oda, wo^gY rs4.
rW Irac"ndy br fibrorei leasurr
e 9ovneary eiai:-s«at,ani soii: posaeas-nQ CharaCtensl~Ci OI Iw6 qtpupf Ir0 EssrQMEQO tpy Conhinflions pf qrDUp ipmb016 Foe s.amMe GW-GG
weiE-qraaea qrarei :ano m-rura rnth ciay dnner -
~ wi$ s+eae a+res an rhi$ C"fl aaa Li 5 SLandsrp
A[tcr U.S. Army Enginecr Watcrways Experimcat Station (1960) and Hvward (1977).
PL.AST1CITY INDEx
TEST 0E5I+GNA►TtON: ASTM d 4318
I Project 4 ra Y 13! I
Saniplt b ~ DecsiPi ar ~ La6 4 19-7
Locartoii/Source /L27 70 ~ i...r I&' Date Tested g/ra/gy
Nlaterial Descnpiion i.sa,-tiC. Tested $Y LCJ
Naiural WC Ltqvid Lirnii fi'lastic Lirnit
Nurnbcr of Blu►►'s
Tarr Nurnbcr 3
7arc t Wet VVi ign►3
Tare L7r►, W( Egm)
d3_ f- 1~1! ~ °Z(°. r~ ! [9 . b ~ 43. q I
Tare l~+t (Riaz) fQ, ~ ~ 1I Z / 1, 1 N 11,3
~
Wt of Watct ,pani a.D I I. S 1. h
Dn• W[ 5oi3 Pgm, j ItJN I rq , g 15.l, C
Water Content I aS. `6 136.4 A0.0 I d1.4
~
£ r
St7 y~ ~i'
p CF3
L +A vr4~ ~al.lt. ~ y$ ~i~ ie t ~ ~^e f =S
~ , 5 " Te MX P,..
' ~ iE
L
It' f i
~
F , G `
x
1 « .
M20
~ x a,! S_ ~3er
~ s _ - S M H ~
10
+
,a 20 30 so sa sa 70 so m 1va itin izv
Lrqvrv ~I M iT
►►'r 31
A
T 30 Ft
C ;
0
.Z.V
y~ ~ ~ S[1P~~AA.R1'- 1
~ .21 F.iQLw LL4if1 I
T` .26 ' P1.A577P LTSd1'F I.Qf3. -7
2.5 PLwSTiCf't'Y I1+~Y7~.1 r~ ~
15 ZQ 3U 40 1~.~A1L~~. W~
NU~AIBER OF $LDWS ` 1 .
~
S AGRA ~
~Earth & Errvirvnmer~taf ~~1°~~~d by-
E 520 Nann Frxorhrtfs prive, Suitc 6D
$pokane. WashrngPOn. U 5 A. 99207
~~~2,&A,
~ E 520 NpRh F~Ihr71s Onve. $Uri@ d'r4d
I~ ~V ~ J04 LFa1'tl°T & EllVirdl3IT78ITta{ 'Spnkane. Washrngran.USA 39207
:ZIENTj>,-►4us'.~r.tASj_Esr _ PR0,JECTk(1t74cd,944 r~2~~7~AbDt7o 'PRO,~ECT 1dQ. I'~'f3ATE 9~lc~95^ ~
'
4ATEAiAL DE$CRIPTYDN ,u,4r+Ut' L AF+ N0. lFr'7 BQFLIN~', .s>i{+ 4.7
UEPTH_Q21 6now
Q U I D LrMr T` -2~', ~ . GRADATI4N TES7 RESlJLTS PLASTxc r2Y zNDEx li2_01_7
- siEVe a►tairsis ~~o~ta~E~~R I~tvs~s
3lrs ut pPaml+q. kn i+~ca,j -I ` b~.~~. ■P r"h •~r.i.ira■doef i ~ ~f~lr~[t~ k MM.
0 0 • ~ ~ ~ •
I ,
i I ~1 1~7 ~'h i ~ ~ Y . , •
7- r
to
~ I~ I C
~ i i ~'°~Y ~ + •
10
~ I F I I
~ r y~ ~ ~ ; • , ~ , zfl
7.0
W
40 m
w w
x so
50 ~
r T
U) -I ~ ~l t • i... hr-i
,
~ r-I ~ ~ ~ • ~ i ~ LLJ
w r= i i
w
CL,
]U
• i°:"'1 f~ i--~ ~"'1 ~ i ~
20 I60
Ip f ~ 1 1 ~ ~ I ~ F .
+ i f0
I i
❑
p
0 00
_ GRAIH SfIE ak %ILLlME7Eii5 n d
CU9'BLES Ca~i~~ I ►1me ~ Caaetis I ~~~Irr ~ llsr n
ca■veL ~ ~INES
_ a4uo
SAMPLED :CA.IyaLBEa_ TESTED BY_ ~ Gf~.~7I~C?~_ REVEWEI7 BY
~
-
Earth & Environmental
C 520 Nv+7ts Foo[hr[ls C7+rve. 5urte GL7IT
$pokane. YVashrrrgfon C! a A 99207
STEVE ANALYSTS -
Ciien[; Da[e: I?S- Lab No: I$ 7
Project Prvj. Na.: TfI
5ample Descriptian: _L)Ar,ut ~,rc~ fa~r►a ,~2.' Method [7sed:
' WElCfCf CUM[1LA~E f
$[EVE S[2E ~A[IYEtI W~GICr F"ERCf~jNI' SPEC.
E'A55zNG PASS~NC
o 113,
to -7 L/
-7 -7. 5'
f S~rnr~l~ u.3s Iq Ei i pF ('3. ~
1 . ~ tsr 51. 1 5~~1: ~ i6~ . ~~Ts t~~
:29
qD aq4.9 t(a.<x -
~aai.'K ~33.I 16.0
I a3:--). ,3
C~oo 13 . Wet sievc
- 07 ~icvc 0 _
~AtJ d ~6l, DL ~
MO[5T[]PIE 4UNT"EM' '
Wd Wsight l50S.~7
, Dry Weig1t
` % Maiatrs:e
MIri[]S 200 WASH -
flry Weight vf Sa¢nple fq(,O.~'-r ~
Dry Wcight after Wash + Ak? .,;L
'W+aShing [.oss rq1~ 7 /.z S'
SAN❑ EQLIIVALEI+T
Triaf #l - Sand Reading = Cfay keading = S. E. =
Trial M2 - Sand Reading = C[ay Reading = S. E. ;
Sand Equivalend =
Sampled by- Tested by: 4Zeviewed hy:
~
Earth & Environmental
E 520 Nprtlh Foofhll7s L7nve Sur1c 600
gpokane Wdsh+ngfun. lI S A 94207
SIE, VE E1.NNE4LY5I5
Client: L)ate: 7I A? 5 Lab No: Ie 7
Prvjccc: Proj. Nv.:
Sacrrple Descn'plian: I-4nuc- Me[hod CFsed: -?5rm 013(o
w~[G~rr C[fM[rt,AT~
S[EVE SiZF ]~~AI~+(Eb WEICliT F'ERCEI~I' $P~. ~
PA.SSrNG pASSrNG
UtE~,s PknrLrAL
R 19, C) b4. ~
s~w~aLE 't~1tic.~u~
1 G,~ • 7 .~ITE, . LJt.~EK~Rr5 aRE 10
o 7
. ;
3d , q .Si. 3
~
wet sicvc C] ~
- - Dry Skvc '
M01STIJRE CONTIEHT ~
wa weigk ,
Qry Wes"ght
% ~viahrre
Dry Weigh[ of 3ample 63..- 1 ~s MT~~~ 200 WASH
I Dry Weighs after Wash
Washirsg I.oss
SANI3 EQUIVALEN"T'
Trial #l - 5and Reading = C[ay Reading = S. E. =
Trial #2 - Sand Reading = Clay Reading = S. E. =
Sand F-quivalen[ _
Samp[ed by: ~LD16"k- TWei hy: 40- 46KAe~ Review0d bY:
~
E 520 Nanh Fovrhilrs Unve, Sv+te 600
A ta R A Earth & Environ►nen8a; 'SBakane. Wash,ngtean, tISR 95207
I.IENT +'is PRDJECT P_rc~EU.W~9~C.~ o2''pr 00Dli FRf3JECT ND. 42-I3II DATE
ATERIAL DESCRIPTION ,v/477c3Lc- I.AB N0. t$'r BQ,RING ~
DEP'T"R~,~`,~~wrxa
QvrD LrMzT GF~AI~ATION TEST RE5UL7S Pz~AS~rzcx~r~r zr~DEx a0.7
-~Y SIEVE AN.4LY51S HYDRCiIETER ANAtJt515
3111 d Oo+nlr.pl U IneM~ ~ Yi~r~~ ~1 Mws • U.Z. ilaedor4 Emlm IlLt/ 1m YM
d ~ A p ~p pea ~ ap f~ ~ y ?:rS
~ ~ ~ 0 ~ ~ ~ ~ Q • wa~ • ~
' ~0 ~ n R+ N ~ ~ + ~ a1 ~ V r Q ~ FA ~1 V dY Y7 i ~ ~/J 00
~ I f~ ~~I ~ I ~ 1 - Y 1 i
9 ~1 r'~ ~ T-'I 1 1 ' r
t°`~( C"1 ~ 1 i I !
i ,
ypf yp
I I ~ f"l I 1 I
I
~ r-) yp
~
~
r
w
~ ---f rrn-i
r-i ri
~ ~ - rn r-~ rn i r M 140 Cn
a w
x yp~ I ~ r-~ r-i
'0
U
u r"'y l 1 1 t 1 ~ 60~
I I r'~I ~ ~ I I
w
4 I ~I ~I f'~ ~ I ~ + M CL
1 M I~~ ~~'I r=
i ~ i"i _~I P:-r . P-._.. f--~ i i • ~ ~
• I ~.`_I f~'~7 r`~Ij I i I 1 1
I I i-"7 f-f ~1 f•--~ a N r I ~ 64
I ( ~~I I~ I ~1 1 o I I ! ~
I 1 r~ I I I i ~ i I'
I r~l ~ t"~ ~'I 1 1 4 sq
ia 1 F-),
a r ~
0 GRA1H SfIE yN %ILLIh4ETERS ~ d ~ +*00
f.(~~BLE$ I Cvsr~~ ~ /t+~• ~ Goatif I Ysflvw I liR~ FINE$
~ Gltl,V CL I 3A7iD
SAMPLED :~-~pcD c7r- TESTEb SYLO.~~~► REVEWED BY Y~ _ ~
('A\ AC i~ PR~3(~T~7~► AIVALYSIS QArE
Ea~rth & +~nv'ronmeni~al
E 520 NdRh Foothiils C]nVe. 5uite fiGQ LAS N❑ t g❑
Spokana, Washingtan. U.S A 99207 GLEHT ~~A1J 1.E i-k
- F'RQJECT: PRC7JEC7 NO. Q` 13L I
MErHao usEv. EL'Wra T~~ GEN sa~ oEsc~iPTIon~ ~ac L ~~+14
x PasswG 314
MAlCIMtlM flRY DEF~5ITY r~u'. ~ OPTEMUM tAfl[STURE (O•q 7G PASSING 318
REMARKS goel X sMr-l- . Da-~, ~~.s ys c ~y % PASSlMt3 04
SJlMPLED BY: TESTE[? BY: ~ 0!T' C ~ . EiEVIEWED BY
OENS[TY TEST NO. h ~ 2 ~ 3 ~ 4 + 5 I 6 wr. OF wEr&cYLINDE11 _L►ao6, 113516.f ~ Ilq0Y 8' 1-03160.7 ~
WT ~ ~~LKDER (as~D.7 ~ ~96G0, ~ ~ ~~~o•~ I ~s6o.7 I
WT. OF WET SA~~ ~6,IS_ b I q 7q57.~ 1 ~gqy, r
VOl... OF GYLtOER I.075
~I .L77~ I •C)~i.S I I
LHT'WET WEK3-1T I~~~`~J I l~~c.~ ~ 1~1~~' ~ I '
LHT ORY YII'EIGiT 1~0, f I a~•'~ I I.3o~.7 1 1.~Ci ,7 ~ I
MOI.STIRE -
DtSH nO. ~ I(o 3 P ~
'V11T ilF INET&aS#i lqt.S L?b-a.`t ~
INT QF ORY&f,7tSH 710. I 1 -715.9 ~ - ~
WT oF wATER F3[. Li I39.4 1 q6.,? p P
wr OF asH 1[o~ .g I N00 ,9- ~ 1(,cD. y I 160,0 wr. OF oRr SnwLE 5&. 3 ~ z5q q. 2~ 5~1~.G1 ~5.->,5.cT
krEFi r,oNTENTx c[, C?
. 431p
~
~
~
A-i
~
ui
~
~ ~3a
~
~
~
~
r waTEa caNTErur-PERCCHr
~
1507 4 ff•4a t:ti `~a ~ : t~v ~ 1'*, a
140] `
• \ ws fi
~
~ -
ZnR
1 lo7 ~ .N"• ,l^ ~
` • ~ ~ x, \ ~ ~ \ r ~ v . \
~
.}~~~'r ~ ~ ( P"F` ~y ♦
120?. , x
~ ~ ~ti . . ~ ~
00
~
~ Fr
I 1Q3
a
~
1
♦
'10?
. ~ a
~
\
$Q] ~
80 90 100 110 120 130 ~ 140 150
-.?!7
Laaoratary Maximum Densrty (PCF) 4uaC
c
rll
~ Rack Cn(rection Chart
~
~
N
D
'o PLCI; 314 fNCN MA FERIAL
Lt) 16 - ,.]n Vf ,W
INLAND PACIFI~ ENGINEERING - TRANSMITT►4L
7Q7 W. 7ttr AVenue, Suite 2DO Spokans, WA (5D9)45&8844 Fax: (509}458M44
~
- o;~~ , ` ~ r`'~t!~w ; • ;c f
5po~ane Cc~unty En~ineerin~ DA~.`~bb25,. ~ 9,95:
1025 W. Braadway , ` « , '
Spvkane Wa. 99260-0170 :~1.P:E-.~~:` PRb~JEcT 9sdi;T" W"
AITENT~~~I: '~d P~ , P. ~R[~ECT,~Ii~I~E; ,Riverwalk2nd pdc~:
• ~ ;
ti f 'is }
x~\~~±\~rvk iJr„„1
~ ` }v} rv s~ ' ~ r ir`}Ck~
~ti•
PRO,~ECT PE-1414-81 , .
Descriptivn:
❑ Pdrv#s ❑ Gopy of Letter 0 Capies of app, plans
• Original ❑rawing ❑ Cantract Dacuments 0
13 WorFe Authorization d Drainage Rsport Inspection Reparts
Na. copies Descriptivn
5 pages flf daily inspectivn reparts, including concrete test results.
Purpose
~
■ lnformation ❑ Review & Comments 0 Per Your Request
13 Written Approwai 0 5igraature & Return ❑
_ Remarks
Ed-
As per yvur request, I haVe irrcluded capies of the iatest daily inspectian reparts
#rom AGAA. lJpdated inspec#ion reports are sent out in the maiC ❑n Mondays by
A{GRA Earth and Enviranmerr#al.
If you need any iurther informatian, vr have any questions, please !et me know.
signed. ; RECEivE n ~
Bruce A. Fioward, E.I.T. cc. fiIe ~ aGT 2 5 1995 ~
.
, . SFQliME L`Ul~NT!' ~i~uiKEER
_ . . ~ _ _ . . - -
, . .QGRQ
th & Enyironm+entai M14,TER114L FIELD REpQRT
: ,,,jrECr cvAME
le, ot-Ya.~,r,~~G PRorT No d r i FIew RE~
I
" lOCAT1[]M " aATE PAGE
QF12L
y PERMIT Ni.fMHER ~ WERT?1ER
fYJEE`T0R O",5,,,G,4 e F TA~SC~~ I ENG,NEEA -
GEHEiiN. CObffRAC'fOii ~ ARCFitMCi"
Co4u.t~~ec~ ~
r',[::-';,~ T~1"li'„~INr7`PG~:. n i~ ~w",.'•; , ` r:x.L~ '~~V'{.►',i V~F. ~~ti7~E~-~
`TYPE~ z 'I~t~1~~PFJ~F~7R~IlEd¢~ L:{ ~ ; p~-`' PE ; mF' -
~ _ , Qse~ 'wa3-: rr~+. :a-~'~ea°._ ^K. .~L:x~S:.,'~',;:-.de_I..'iY,'µa~aG'.:#s._-.~„a`qw~„~=: ~r:.`.^-. . . -.z,_ t~~~~~~•3f,
~ FiESiEEl ~ $TRUCTURAI, $ti'EEL FABRICATIcq4 ~ FOC3TlN3$ F] COLUNWS
~ FtEINFORC£D COHCRETE ~ STR!lCiL1FWL SSEEI. ERECTIQH FIAl1t3ER CAST P3LSAK3 Q SiA&4k-GRFtOE
❑ REiNFpRCED i+1ASf]MRY ~ FS(PAN$IpN BCyLT$ ~ fiRAOE 6E4MS 1:1 $TRl1CTUAAL CnF3AC6
Q 5130TiGRETE ~ FIAE PROC)flNti ❑ INALLS ❑POST TEN$iiDNNEQ SLP,F3
p7HEA MooefYY 23AJcjLk-r1F- MOTkER (SRecdY) rr,~LA16S
..w-z- ~ '
y ^1,.~ Rs z~ /'~M .Rt / Z 4 t ■ k ~zL~:g~u"9~ -
;~'i..•;L' S~~Lii~~tl~V ~LrAT~~111 ~ }ry s Y,. , _ . rY ~ . E^•!~ l~xt SX '~~yP~ Y,~h~F~~.'~.'.~ ~.1~ • l. Sa.
`GRiDS - .f
l r7 Il~~5 6IL) ~L3f.RTil -~'1~/~ L~}~?~L54JA AtJe.
f
~ .RKS I
OOHFiHC1ED ❑
a ~
Sun,tEFt lellX ■ 7 SJFPL[ER
AUlTER1At7'EST REPOFiT hb. AUlTERIALTEST REPQ1iT Nm
SWMP nN.l iua cvrrrEHr SLUMP ON•y
DEsIGN STPZNGTii tPssa nE,sIGN STFZNGTH (PSy -
NG. oF s,vMPLrzs 3 nw. OF snMPLEs
sOTnL cu vnRas PLACeo zOrnL ai rAaos rLAcED
OONCFLEM 1'EMP. (lQaq F.) & [3RGlIT1'EMR. peQ F.]
nue or: ua TEMa. C/46) ° . nr.E nIa rEMP.
Q
.
0
- IYPe CDF MoRrnrt
fF NO. E#PC/UN FdA1EFi1AL I E5'P RMRT ko.
~ No .
SLUFAP (fN )
DESIGAC STFIENC3dH (PSI)
_ No. tlF SAMF'LES
T07AC dJ YARflS PLACE[y
t~, E AlORTAR TBV. [DW F.)
~ T1ME A[R 7EMP,
I~~ - - - Qat@~v~
AGflA EslC13 Envkvsrnel[91. tr- (F3ev, 11M)
~{J
INLAND PAGIFIC ENGINEERING - TRANSMITTAL
~ 7071N. 7th Rvenue, ~its 2Da Spnkane, wA [509)458-6W Fax: (509)458-r,s"
- k,~ . • ~ _
TC]. Spvkar~e County Engineering e~~1;~~1'995``
,.;;t,
0
lo26 IIV. Braadway
Spakane Wa. 93260-43170 I~P.E.~~.~C:r~PR~JECT# 9G'f7}9561,8
, , < < , ~
` f r +,1
~11~ ' s « ~~GM 4. ~a` rr
\+Ci 'rATTENTION: Ed 'Parry, P. . PRD.iE,:T~NAN[E: Rivinn~alk• 2nd ;and „A
At~nS } : ~
V.
i i~ + r. ff}\ J C•
PROJECT PE-1414-81
'
_ R~~~~
Descriptivn:
0 Prints 0 Copy v# Letter a Copies vf app. p~ ~ ns NUV 1995
❑ [3riyinal ❑rawing ❑ Contracf Dacuments ❑ 5~~r*E WU,~ i Y ENGrN~R ~
0 1Nork A~atharizatian ~I ~]raina~e Report ~ I~spe~tian repork~
No. Copres Descriptian
1 letter ta K.G. Canstruction dated 1111 /95
1PE daily insp. reports 10125 - 10/30
AGFA insp. reparts - 1 proctor a,naiysis, S dailyr #16-20, 1 cylinder test 7 day.
~
Purpose
■ Informa4ion 0 Reiriew & Comments 0 Per Your Request
* Written Appraval a Signature & Retum ❑
Remarks
Ed-
As per yaur request, l have jncluded the inspectinn repvrts men#ioned abave. If yau
need any further infvrmatian, ar have any questivns, please let me know.
~
r `
Signed:
Bruce A. HQward, E.I.T. CC: fil8 ED `
`~~V 1995
a ~
~ .
~ 5F{3~AsA W'COil -LAG#NEfR
- - ~ -
ra~'Rfl~CTC~R ANALYSIS -flA-~: 0424
' nimn#aF
L~'r#f'i ~
E 52D ~Nvrtli=~roa ills Drive. Su'ste 60~] ~ LA8 f~0:
~+rana, Washtngtan, U.S.A. 93207 CiJE~IT: }t Ar~+] ~'t`Rf~1s~?~
~
,
PROJECT: PROJE-CT N❑.
_ ,
~Tr~ usEt~ D[5.57 w.-r C ~r~ sbu DESC~rPTiar~ 0oG.~` P~vG ai~
~WwrAl DiY DENSITYjb1, 7_ C]PTIMl1M INOI ;TUiRE 10 76 f'AS&WG 318
REMAR1C5 ~pMG #4
S4AAF'4.ED BY: 1tlLAOb ASpLA~ `fESTiED BY: fiEVIEWED 8Y: -
DENSrrY TEsr nO. 1... 2 ~ 3 ~ 4 p 5 6
w-r. oF wEr&Ctt.eNDER f-IZ1. SLLI5 o! 5~
wT. vf cv~e~ ~~~9. 1 ~9• ~ I
~ wr. OF wFr srMP,.E q6 P-'I, 3~~7~~.
voL OF cYUNDM I.,b~~s 5-25 ! ~ t
uw-r wEr wEK*-r ~a5 9 ~I39- 9 ~ eY7, I
Lrrerr DRY woG-R-r r.3D `
MotsruRE - -
DLSH NO. ~ I r I~ I f
wT. aF ►+vET&orSH
vrrT cf oRYaOMH Sy7. 6' co
wT. CW wATM 217. 7 N
wT. vF.OW
~ DRY SAMPI-E q36
. (o I Sf7~.a ~
~_.~►~tDl CONTENTx 5,0
e a -
~ L 3"1
t3~ -
IR
~
~
r
~
~
~
~
~
~ - vv~Tp COvrENr-PEF1CWr
a - - - . , _
AG R A
Earth &Environmenfa! d141 LY FIELD F$EPOF3T
~
PRQdE~T NAM d PRCL,IECT P[o FIE!_C7 RE?pRT Hrx
~~~►c~a ~ ~ 7 I 13 JI
C]AtE PAGE
1o -24 -a<
SUAdNdARY C}F FIELD COMPACTIQN TEST RESIlLTS
VAFiIAT]ON
FtEL6 FRt7M
DiSTANCE DfiY FIF,LA FIELD OPTSMUM PA55
TEST ELEV BEIOW MA'Y'L 9ENStTV MQIST COMY. MOIST OA
TEST N0 1+SETHDi) LOCA7IQFd (FEET) G€L4oE T1fPE (PCF) i%P FAIL
.
~ 41 -3 sZA&,< L3ya 6.9 f
~ {l ~1 fY I1 ~
~~'~rver I~ 1~30
~ ?l~L
~ -
PERCEW CAMPAC7IQN BASED [JN. 5F'ECIFlCATION:
STRPIDARD PROG'fOR ASTi M1) 698 Cl 90% 0 598 ~ 95 N, 0 698
MOOIFiED RR6CTOR RSTA1 ti 1557 Q svw o yssr ~90s 0 1557
• orHeR orrieR
MATEHWL REFIEFiENCE MhTERU1L MA7(IRiUkA ORY OPT1kILflN ~
1'YPE SAMFl.E k0. DESC€i1PT1ON F1EPJufPY (PCF) MQiST.
NUMBER
~ D~~,E~ S c~ _/,3 3. g _Zo_ 9
FtT a 5~
~~~(ASTM0 29M -
ORrVE CYUNDER t~0 M7)
AGFiA E&E Fie#d Rep. ([nRials) AGAAr E8E Praject Manager (1rsibals) Gantradvrs Rap. (lnitkiLs) Ccartinued 0
----JU3Rn Ewtfs 6 Erndranrnartsal, lrx. (Rov. 7M)
• - -
.
'OAGRA
Earth &Envrronmenfa! DAI LY FIELD REPOFi1'
PFtGlELT N+4EHE RAE]JECT No. FIELD REPORT No.
~ 1►.,~,~.~.la Ik 3 T~- 1,3j.,1
DA7E PAGE
1 j la-'~`I S ~ aF ~
5LIMMARY OF FIELD £OMPAC7'IOIV TEST F3EiULTS
VARIAT1pN
FIELD FROiuS
DISTRNCE DRY FIELD FIELD pPT1ldUlvf R+45S
TE$7 ELEN. 9ELOW MA'1IL OEiJSiTY AnQ15T CAMP FAC7iST rJR
TEST No. mmOd tOCA71t7Pf (FEEl7 GRADE TYFE (PCF) FAiL
~ ~ cae ~ w.c~ ~ `~'f- ~ ~ lr"L. Cl.
Ia-~ ~v~t W. ta.ti&~, ".~"d Sa 1.~,+c+n
~ et 1.~ ~ y~'~ p
r~.~.r 3 5c~ K-~,
iFlw,1~ _ ~ j3o.3L,:5I y. a.~ ~
~
~ NV- a.~ ~
~
PERcEnrr caMPAc-rEON BAsEO ON: sPEC:F~CArIoN:
0 srnNowno FqOC;roR ►wrM D ssa (3 ea,s o Wa ❑ 05x o sss
❑ uoniFieo PAOCroR nsrM 4 1567 p90% oIW7 0 sa% o 1557
❑ a,HER C] mHER
MATEAUIL REFERENCE kiR7EA1kL MA7QiMUM ORY QRFIMW
TYPE Si1sRPLE Ha OESCRIPIi[M+1 QENSITY [F'C-; AAOIS'f.
TE$T NUM$ER
00ENS[TYTESi
FlT - ST
7EST MFn1O0
Okw-.A F►aS6tis o 25M
sc . sarD 0Orrt (,+STM o 1556)
DC - DRrVE CYUrsneA (asM o 2M7) -
. AGFIA F&E Feld Rep• (In[tisls)--5 AGF1A E8E Prqect Managsr [lnihais] ~ Contraclars Rep, (lnitiais) C.~nnbnued ❑
_n(iAfl Earlh a Emr. .al. lw. (fiov.7rs+) • • - - - .
7 ,
~ AGi R Q►
Earth & Envrrvnmenta► DAILY FI ELD REPL] FiT
~ .
pqp~ECT ppqM PRp,lEGT Ha FIELD REAs]RT Na
1-42 " 13 !1 20
OATE PAGE
M--2 I'' ?6F
SUMMARY OF FIELD COMPAGSI(JN TEST RESUL7S
VARIA7[QN
FIELD FAt]M
pfSTANCE pRY FIELD FIELD OPTIMUM PRSS
TEST ELEV. BELOW h1AY'L QEiJSi"iY FADIST COHiP hAl]IS7 DA
tEsT Nc. METHAD L naM (FEEl7 cauoE rrPe (PCF) [x] {~:1 FAI~
~ 97~~x-A-
I,S&.&V-e ra~ A$I:~ 17LL ~ ~2. L ~7
~
Q4a..a /~ue., ~ w.l~w~K r e.c.ot3
2.7 ~ .
~ 77,,h Aut.,.~ , 4,,.., , -75,,5. o F
~y~ ~ ~ ~ ~
by l~~~ ' c~ !ti Si
c~
`7 ~~1~►~.~..a AAM- 1.2 -,to 4-jj1, 3 S' ED - c, T * L14L4 lc. o vi, 6. -2 ~
~
• 'r•~~. j ~s~I_° 6u►-sr-' RERCEN7 COMPAG7ION BA$EQ QR SPEGtFlGATTVIV:
~n ❑ srwNDaRo PRocroR nsTM a 69a ❑90% a ssa 7 asx E) 093
Q 1rK16iFlF.D PROCT4A A5T1A IQ 1557 ❑OM p 1557 Q 943L 6 1557
' [3 OTF+IER ❑ 6TkIER
- MAtF3ilAL REFEREHC'E MATEAIAL MA)aMl1AA DRY OPSi1sliJM
i'YPE SAN[RLE a4a oESCFiIFTIOEt [7ENSf[Y (RCF) AADiST. CX1
Idl;1MeEFi.
~,M J
3 g~ ~j
~ -
~MOD
C3p ~(ASTM ❑MM~
~SC .SAND OONE t►ZrM Q,5M ~
~ DC = Q1i1VE L`YJNd]ER (RSTM D 2937)
_
A~~ ~'~ei~ ae~- (~n~;a~s~~ ,aG~ E&E P~ect r~ar,ager (Inlsais) Contra~oes Rep. (Initials) ror~,.,nued ~
ncRA EsM a
..~.n ' k F :i~ . . ~ . ~ , ' ~_ti.~y ' _ • * " " ` _ _
* GRA
'Earth & Enwironmenfa! MIO1TERlA►L TESl" F$EPQR~
~ JECT MAME ~ PR[1FECT No I TEST REPOA7 Mn
1 !
LOcanvN on PAGE
lL
~ 6F
I RERMST NiJmBER ~ YYEATHER CI ~
~
CIlENT pR EA ENG1h1EEFi
L--dj-) 7 St.EBI
GEHEAAL fON'piR--~AGTpR r AHCii ITEC"f
a■•....
E~A'DM`fl~l x,~'.e.~.. ..,s'~ _ , 'a4x:~"~a•:,~ 'tirr%~i- • REP~RI~~~$kTts`ki I1AIt'A~
Ar -4~r. i .~.:J#.r;'.~ -i~',.`74'w~.a3w~~~"'.~•.
~_.,~.asx'fwe~ . ~ e-',~r •a~ii1 .h~ cts~~ 4 ~ .r=,~}.°a:yl."~~~.~.~~7~:_~~.'•iFri._.•~''s'.~.-~ ° _ ~
suPPUER uix n+o. 7 gc+.)(.! ~ wlnnrr ruQ .w C] roa Mix ~ cEMEwr TrPe
I
Ek CONCFiETE TElYSP.IDo9 F7 I YIEL#NLfNIT ~ OESIGN~ ~ ACTtIAi
-
1 i--
El-GROLTf T1ME I TRIK;K No I 70KET Ha_ % NR SLUMP C GC]NG I RIA ~ NIEIGHT MIX No
0 MoWrnR V : V.-5' Iga-3 kn?o39 ,5,.[Z cEM Lss ~ I
~ Roc aEAa,ns ~ I I ~ I F nsN I.Ss- I
~ RFUSUS I I I- 1 I C "GG L13S. ~
~ ~"aFiOUIM DES[GN STREWTFi ~ PSI 0.2tv pA1:y ~ C AGG L85I
❑ LIHt3RCilITEO $t4FMP $PECIFICAY[pN5 TOTAL CL1 YOS. PLACEfl YQS~ ~AGG UI' I
~ 4TkiER ~ AiFi CZNiENTSPECIF[GATIOdS i LOAO SIZE f[] YI353 9ANA iBS I ~
~ R H2OC95• I f
{w ~ .~CM~.«'~~'7 F~ Zr'~c'i•~ =~~b'~ ~'_'~-"-'.~`F~~~
~ ~
. Ik~A4IKTUFiES
~ FppTINGS GiifDS I ,
~ WALLS S.b~~r isDi21,?tJ. czrS o1e7 ~ii.3~71 ~{4jQ1 Aj,]c AIR EH'P ~ OZICVIIf ~
COuMNs t~s~' .~Na c.~.a~'ar. ~ ; Soa.c..~+.► .~rl~'~ c~' ~
~[3HRCiE BEA14S.9 • r Wql'EFi A[DOffi I ~
~ SC.ABIOE[X ; RONAfl1Ca~ , . ' ~T ~ LBS.I AT I LBS.
❑ SLAB
❑ Pww-s - . -
~ QTHEFC REFEREAICE FlELD REFaRT No C ~ GOHF{}RMINfl
11W^PEC'COR AWH[EWED BY ~ ~ ❑ F'1[W-COHFf3RAAIN[i
' ~ _ Y,~ , . _ ~ . , ' _ , -
Qi1TE SP~dA1i5 C~lSrt ~ ` - - - . , - _ = - • ~ - [?NTE ~ECtA~W.S Sl1~IiTi~ ~ -
LA$ ID TEST F1EF,D Af3E UM RREA MA~ I.dDAO STREN6TH SEf 6 TES 7
~ DA~ ~RE ~ ~ WEi~C3HT I ~1 ~P ~ I ZLAC ~Oo
I~ cakt~ ~I~►~ i~ara I u C~+c's
RIc7 I I?Y , I~~ ~ I I I I CJAASHT0 =
I-- ❑0THER. cSpecdr,
I"" I I'~' ! I~ I I I I
I I I I I I f I I i g-COMPRMWE
I I I 1 I I ~ I I I pRMWftAL
I I I I I I I n CCt*DFMNG
9 I I_ I. I ! I I I ❑~~~ING -UAWZ
i ~ . - -
L ~
PavWvmd ~ ~ - Dats-,eU4-7
~►s[3FtA FsM a Enrr . ZL I= (Rev i,rea) • w . ; d", -
• - _ _ _ _ , .
r f• -..'t N i :ry~._~ ' . _ 'i °~~L~ ~ ~L~:S;.^~4a:~ ` . -
_ . . ~
. L ~
INLAND PACIFIC ENGINEERING, INC.
IPE W.0495617
KC. Constraction
2025 W. I)akota Ave.
P.O. Box 1455
Hayden T.ake, Idaho 83835
Attn; Mike Klicka
RE: Rivezwalk Znd addition Paving
Dear 1Vlike:
We have received the gradation analysis from AG~ Earth and Environmental for the
Class "A'" aspha,lt mix placed vn Nvvember 9th. (Cnpy Attached) The gradativn shows
the 200 sieve size tv be slightly out vf specification. Accortiing tv the 1994 Staaadard
Specif eatioras for Road. Bridge. 4nd MurLiciWl Construction, the acceptable percentage
is kretween 3 and 7 percent. The percent passing the 200 sieve is 7.5%.
Please natify Inland Asphalt of this gradatian pzoblem. I will contacfi Spokane County
conceming this rrratter, as they have to "Accept"' Tndiana as a pvblic road.
Yf you have any questivns please give me a call at aur office.,
Sincerely,
Irland Pacific Engineering, Inc.
Braice A. Howard, E.I.T. .
Project Manager
cc: F"~lc
Vern Jacobson
Spokane County Engineees C]ffice:
Ed Parry
F- t wpsrl.&--I mpd-3Je
707 West 7th . 5ui[e 200
Spokane, Washdngtvn 99204
• 509-45 8-C840
FAK 509-458-6844
~
AGIRA Earth & Envi ranmenfal, Inc.
HaPPy Halid,arys !
FACiSin~~~~ TRANSMIrrAL -
TO:. `Jc-e- 4"•~
E. 520 Horth Faothills ariva
5uite 600
GOM A;Y:--Zpr , Sp-okana, W$shington 99207
(5o9)a8z~~~
FAX -40.: F►~ (5M)482-021)2
SENNER: 7 FILE ND.:
FAc OPERnTOR: o►e,zE:
~
NO. f PAGEB: c:;,),
- AM
Tnfg r.rramlsslo, Is Wended " Tor the Addman nmay oorrWn pr1,+Eadsea er coodftdM hNmudian. arqr unatvwrtrw
aHc ia wtuy Pat ff 1pu twn rwoolnd vim bwm, lM 0ror. AieO" rqM us fnta►efte1fi (Ookd) ist ft aDasra
slWwim nEm6+rr oa ra rray cwt our 6rsrsantlea~ ~ten demaytl'rv vt(od, Thwtkyvu-
a~a
~ 1~ T'~ ~ ~~CS C.~ ~L ~C~~►/
rL1 ~ ~~C ~ ~r
d~
1 ~
~
' `AGRA Ear#h & EnviroRmentaT. inc.
E. 520 North Fovthil[s briye, Suite 600
Spokane, 1Nashingtan 98207
_(509]482-0704 Fax (609)482-02,02
DATE ~ t-13 - k'S
ROJECT 3'co ~ ,u PROJECr # 1~ r3~~
~13. No__.~.~7 MErHOo uSEa r. r~ r~J ~13(.
ASPRALT EXTRAG'fiQN TEST
"PLE LpGATtpNIlDENTIFiE1ATION r;4 " ~ar
A. WT. OF IVi[X + BaV1L ~ J. WT. OF H=[1 SAMPLE + PAN
8. WT. DF BONYL- ~ K. IIVT. f3F PAhI 1019.5
C. VV'Vr. OF Lj /lr 2oZ. ~ t, VVEl' !M'. flF Hz0 SAMPLE ►ObF.
D. VIIY. OF QMACE4LlS EARTH I 1'-! ~ M. DRY WF. 4F H14 SAMPLE +P'AN
E. WT. UF FIL,*R+AGG rci[4,1 N. QRY 1F1jT. flF H.0 SAMPL~ 1060. 3{M-}q _
F. WT. OF FIL#R J.-7 R- % tlitY MATERLAL IN SAMPE.E .9193
G. V1Ir. OF AG4.DN Fd (REGORD Te? NE+~tEsr 1narx (~r •t) xfiDOl
~,T~R 51 (E-F~I
H. wr. OF AG . nFTER Ecr. _r ~7(4~
1. TOTAL VYT. ACG. 5- o (M+G)-D
. % ^sPWIT BY rvYU wr. cr- km€
' ` (Rs~croao~t,nDVxy x rivai.
[IC~~i t
~ gEEVE ANAL1F5i5 OF AGGREGATE
CUMULAT1VE +CUN[U[,14T1VE
VYBGHT WEIGWY F°ASSING PERCEN'f
SIEVE S!ZE RETAINED PASSfNt,` 5PE-C REMARIG&
C. 4
3/1 -Y~. G 1 7.s "o 1
Vq ~0,6 J5-75-
tD 17. r f ~o-i~~.
~ _ 1~~ • 13,a - T.o sPc~ .
~ ci-
I . .
WEiGNT 43F SAMPLE TEG {NlCtA'N
Dt
DRY YVEIGHT FTER W,A6H ldaql•g SAMPLED Blf :TA fvNAtzrr ta
RE11EE►1VEp SY
:MARFtS: .
I
INLAND PACIFIC ENG1NEERING - TR14NSMITTAL ,
307 W. 7th A►renuee 5uite 2DU 5pokane, WA (509)458484i] Fasc; [5M]"~~
S~`V ' 4~ L• ;',a r
T0: 5pakane County Engineering DkT~: 'Na►~amtier , - 9~>~~~~, • ,
1026 W. Broadway
; , •
Spokane Wa. 992260 -417~D ~.P;~P 95Ei~7; 9'
- ~ f ~
<
, , ~ ~ ;,xk;~, .
, ' F , fi, , „ P.E. PRQJEG~"„N~,~ A!lil~~Ri~~rrnra~kacid,~ ~
I~~E~ITIO[~: EI~ a[~yi
+ f~ F: ~IN.
`3rd Add~d~is
PRO1ECT PE-1414-81 • F , -
Descriptian:
❑ Prirats [3 Capy af Letter ❑ Capies of app. plans
[I Original Drawing ❑ Contract ❑QCUments 11
❑ Work Autharization [I ❑rainags Report ■ Inspection reparts
Nv. Copies Descriptran
IPEG Daly Reports (1 0/31/95 - 11 /2{3/95) 2nd Addition
AGRA Earth and Env. Materials Reports (11 /1 /95 - 11 /17195) 2nd &3rd AddftionS
IPEC Qaily Repvrts (10f24 f95 - 11120/55) 3rd Additiarr
.i
■
Purpose
' E Iriformativn p Review & Garnments 0 Per Y❑ur Request
11 VVritten AQprvval C3 Signattare & Ftettrrn 0
Remarks
Ed-
As per your request, I have included the inspection reparts mentioned abaVe. If you
neerJ any ttiarther infarmatian, vr have any questions, pfease let me knov►r.
• Signed:
Bruce A. Haward, E.I.T.
cc: fil8 . R-ECF~~~"~.. . ,
D
~ .
DEG 06 1995
~ F€]U~'E C[ILrM EttiGlIiEEFt
~ .,y. _ y r,z..T.~.~..
, s- , S• ~y H~~•'~ _ 1 ..,i~'+' ~ y ~ ' ' ' „ _t
' xY: ~ 'I k ~i~ . •k~"r~'•,°^'*+ ~ - - -
G ' :'i+.~ ,r - a. az.. ~ t'_ ti ' . 'r ' - r . Y : ' ~ ~ . . . .
~„xL.=f
, ~Y,~ •ir S~' fT x,~~:r.,-, • S7~ ~ ~ r. .yµx.•..gy•,,~~-'~"+
~ ~ _ ~~i,, -.:~d"~-.~ '~''a;l""~r , . , rrr~~u'9'~•....,,,, r
%97~~ Q " ~~~.s~n,r;rt'~",~t1,,,,~vi;~ ~~4:-•Kn,. , ~ 'k~ • ~ ~'tl,~ ~"x~g~r g~
~'_.:T'f~~~A~'■ L~v iy,'~;~~',~t}K`@~`,~'4i'`W."hc^~~~J~° . - :ys['H}~G1~+ 4~,~ ~T ' "
~ EahiiW.Envirorrrr~eiitai~:. DpI1ILY,+IE~D~~EPl[3RT'• _ .
: i>• ; ' - ` : ' ' ' ' - ' ' ~.a-i=.• . . ' a . -
r M,1~ - "'~~~,:~T4f.±+•:F{'a'41~C~.eri4~µTk~-'s'31 r~r.,`' y,'.' , , . . ~ . ° _-'.y,, .'4.`r~~~~ ~•,s,.:~-
~
PORT!~.
~trr~~. RFiO.lELT NAME,~_'r a~ ,~`y~F*~st~, '~--~~.i't,f-_~~C~i'' ~d_^.:~~y_• . _ ' - PRQlECTA1D_ F"f
` E RE~u~
~R'' -
" t.e""9~::L'rlL i~
.i , ~a~:~s ~,i , ~ T . , i',`„ _ • • wh:ia~ _ ^ . QATE PAGE- - - .
~OF ~
f
.°Sl1MM'AaY.017 FIELQ GDMPAGTIC3N TEST RESlJLTS
- . - , . _
- -.~w;_.. . . . . . _ - . ~
..z~. ~Y'N' t..~a:~ ~ .r.~~~-r•e... _ ` v v - - , VYIRIATt04f
~.:a j .i. w r~A~;~,. - _ ; , . ~ • ~~~a. fi .
~eLn ~ rRu,~n
~s
rt ,J' OISTANCE . • DRY FlEI.St-~ , FIELL4 ~ - -
~k' e ~,a;x r~•;~ ~s.r=: ,~Q?TtMS.lki~:-,PAS$;
~ r,~ , jEy-~ t y~~'~ a• ` ~ t.~: ~sr; ' ELEV. flELOW lvU1TL OENSIIY CQMP"" MOIST: ~F~
t 7E5°~' No., METH~D^'" . . L,QCA71qW';' {FEET) GHACaE TY~E' ' [FCF} FAIL' :
,.~t ~ •i~~ r. i~.~.- c:~F ~A~'.~ka%u`^~t~:r°s~. ~.~~Y it - - . ~ . . •:ra
,~~;1~,'~ ~ °~7~.~-'.-'~~A1:~i:'►°~~ SE~`:_-Gti:+•~'~i;Dia~s:~F~r . ' l~ . ~ '[]rt~ P.:~ ~`-n~i ~~_x itj',~.~ _ ,:~'r v~r~ `•~as
0' 9.+IF
_--.L'. ~4.:a ~if ~ J g Y f ! S~ i 'T~,
st
( t- t~ , I . _ .,c - ~ •"s...r..
.~l~. oftv S'NIC, 'di'l ~~~f
~~1~,~1kYj~"! `:t~ ic.
r . • :.4 •~.t.
~ ~ G'•f'~~;:;~~,~ ~i=~~~~1[#1Y±.1~3>4~:t L"te`f~ L A -K;T B • , _ ~
~ ~ a ~t~~«~'T:. ~~,~~Jf1.7~~ZS~I`~~4'~ ~ ~ ~ ~c - F1G~ r~i~•(} q• -T' 4'~i„J
~ ~ R-~ • ~ ' i.aP-°> 5~~4 ~ l' ~ ►:r~~ ~i~l.Y~ ~ ~ ' " '
. ~Q ~ ~ ~ 3¢ ~ .a~ .T E~~ i r~~~~~ : . ~ . j ~ _d4 ~ :ati, ~1.~ ~i~.; ~ ; ~ ~ .Y~~~~_r
~m:5,'r' S ~~cr+~ ~'~~,k~"•.-~_~ :E`"~ L`-S ~~C'-= i3 y', ~ 9..5~~'- 1~;~ ~,a~s ~
V 1w v~ ~~~i~~ ~{{~~~ri~~W~.~~_~;~ ` ~ , r - • . : i~~:: E~a.~1-~: ~°Y -
{a~~`_ ~s:,•~.
~
~
{o ~ c~ Sk3~ ~~R►~~'~1•= .
~ta~~L►3~~~%_7~:;
- a•~ia.~~.. - . . . . ..,s _ . °a~ . : A_- , -spu~;~• -~t~r::~~ ~-~Y~n,r; ° .
_J x ! ~r-- -~..MDe~.+e~•L~r~~,rA fs.r, Y-~ir~ - . . ~t - ~i{: j-~ _„A , ;a~ ~:r~"~ ~'=?'~7E'r7%` •i'je~~k~"~.'
, , . ~ ~ai..•
444 L~•~~{ ..Y-} . .-.an~ a -m , y'"~ ~ r n~i~
' ' - - ~~~~'~~t~ir .'.=i,'~~ ~ : ~,..~n.-...• =i , -r i~.`,sr.~~~ ~ ia.,,~9ls ~7 _ ~
• • _ ` • Mwe r
4 ~
i. :~'?~t--~,r_. Y~~~-~`=:i;~k'~;5~:~~~;;:.a?'}f_++..''a+7.:_e~-;-ds:.^:~:.`~f;~:,~.:~Ri~=.;+r.~av~e•:~~an-~r yt'
_ _PERGE~IT;CAMPACI'ION BASED nE+f:,=--- $PECIFICATIC)N::e -444*oL;--Ai~.m- .o`,'•
.s=' -~:t'r _ 's ~ • ' - ' . . ,.t-' . ti c...
srAruDniRo PROCTvR AsTu o r,M Cl aa% oIse ~ I❑ ss% n6",~ , .
' ~ F~qtFIEp PHOC7~C1R a57tN O t55'r
90% 0 1557 ❑ 90% D 1557
ai`H£R pTHea - ~Y ~ ~ •
~ " 7 -t ; ' ~ - „1;.:~~~~-,. , •s : . • 7~ . . , _ . . - . -
1- • _ ~;~;v~'.. ;~i-i* ^ti~~;`+: " .
~ :~'i,.~' 'c • " . • .y : ' = h ' : i :~;.~:Il" $.`;.lE~4TEAL4L REFERB4GE FAIITERIRL hAAX1MlllN OFM C7PT[!NlJM
~ `r~.`'"''"'' 'ks= SAMP[Et+b.' - - pFSGRfPT1oHf "uEN57TY[PcF):2AS93sT:(%)".y`1~~' . .
•~ih -TEST '~UMBER
a' ~ ;r ~ i• : , L'C.~K~s:.: ° - , ` ' . ' a x:`:. a ~'`^c i. ~ rr
'w i~j'wTR~7ai7>zi~sx~Pp~n-~`" _ 1!~-~ - .H'bj;~_ _ - . - _ ~ .F.°w-~5;~ c,. x`
.
a"^ ~ + = QEN9ITY TES6 1~~: • t:~ ' - °j ,T . _ r. {~{1~ (3" Y
• xxr: F _ I . 'i.+,~, r ~';z4 ~~~r f' y _ .T:.. ^s . , . :,ti 4. °,of • r ',~qe_r
I~T'=~IETES~~s„~r,,
'.7';:
' ss: ,
~ ~ _y ~ . k ka tl ~F~ ry ~ i _,~p is~.4. `j I~ F _ j.1,t • ^ . ss,G~~ • ~•'I 3`~: ~ r~+'ry~_
~ aP a~ ~ •r.; ~S.? ~5 ^f ~ °t. ~.Y ar r ~ ~a y
~ C i` `d.~ ,""'..,~i -
."Ai~. ..~~~1.#~.3y. - ;~e. ...3 rw.~n, ~ 55.'T:y?~~y-c~~~~;i.pa~y~.- - • _ • _ . i. iGY~~:$ rq,~ra[~*.~' ~ ~ . _
k¢f ~ Y~:~ ~ ~ r~p ~ ~ .s. ]--M14 ~ ar__.•p_ - +
Mi,•.i} ~a~. ~ ME~'{~~.~'r ' a
M e FR1CMLEEAR [~ISiM O ~ A3 • ~ ~ t ^ - ~ ~ _~s;C,s "~'°Fr'l~.w,'~ : ~~Y~`,: ' ;et. , - Sy'' _ • . _ - ~ :-t , `»e ~ : _ ' . ~
xS! r"'~ . -
SC +r SANQ COkE [RSTN 0 1$55] :..'"R~t 3A^,~~e.~ ~>~`.a, ~ . . }.a.,~ya -•-f_... • - ~ . , e . - - - ' - • ~ , , • ~ ~ - "
~ OC.=DP1VECYCINAER[ASF7+IQM7} • _:''r,_x;ajg ::J:~ 'I-' . ~--.j_` ' _ - - - • '
i' •y•_--Fr:. t,;~,~.as' i.~,:'i~':1Lr••'' - - ~ _ - . ' . - . _ ' ° - -
_ • Yr•f ~yS ~ Y- ~ . - .G ' • _ ~ ~ .v
• , ` , . _ ~ , ~a5`~ F •,,y~c'~~-'.'~~~r~~~ ~ ~ rK~ ~v•; ~x. . ' 1r~ -r~°4s . ~
~AGRA E&E Feid Rep. ~lniUals] .aArAGRA F.~ Pr~~ irAanagar [ln~als].~-..~_ . '~~tract~~s Rep. {Initiais} Gnr[~nu~. ❑ .
- - • . - • . , - .~,r , - .
Al3RA ELM1 3 Fmr. .i . -4 IrtC. (Aer. 7194)
, ' - _ ~ ' - _ ' - -
• z$~:.: ~ - . - -
N •r• ~ 'r'r_"- ~ •
'_~~~^~Jl~x`Y~~:^'Y'~rxyve!:~.. - • _ • a . .^'t'iY'~T.~id ,!i:16.1••L._~.n~~~.'~i~'_~T`P . ..~.fe,''=h:.'.:,..1.:`_° . ' n ..,ns~.i1....- ~•~i~iw'Ci:~~~r'i.i3f.'+:~....
.~R.'. E. r:~l~,.4"•~°.~r~;.+`:f` r~f~ ~?~'_~.i~ ,k~~°?,~n~~'~:,~>' - ;q~_, , A ~ . , -u: ~r- 'r _~•k'""`': fH~. ' ~'~7:`:.='
i .m't r' ~ . - ' . • ~ •'~~?`Y.~x., i ` -
z q,=
~~j" r, V',~,,.i F ' ~~rr.l„-+~.s $.s: - - : ~ • ~ • . . , • w a~" ,~,Y~ 3.', W - -
~f_ 1. ..~y: i"~+ ' - ':a h=•m• c _ h
. ~ A►~y~•~ ` . ~ ~0„ r
♦1 .:~r~` 2~%'"~.'-- =~b~r4°-~. ..:t,,,r,
':.d.-
D►41 LY- LD4
.FIE ' 'I~EP,+DR
E~ . Q ~;~1~si`• , ~s,.. ;
~{~Y~~ ~ ;;~°~`!"-'i:',~~. zia~ '`r'' ~,~r;`~rr=-'~:'4~~ia~`,~`'~.~t F~'4,~:` ar ' , . ' ~ ~ - . _ ~>.?ir:R•.=a""Z.~ u. ~ yi;
' ` F s. '~;,u.3 ~ 4 , . ' 1~r ~~a°"i~ ' . - ' . x~ . • , ?i;~'4..','~=• ;''"'',~y.~~'~j~;n"'at;s=.~,~,yr:...c-:.^,
~C'T ~ E.~ PFia,IECT"NO f1ELd REPQR7 Na A .
u
°~e►i~~,~~~t:=~~"~~'~~~~;L~~~~~,~:rr.0:a/~~`
^i OF
• ~x:f-sz<t~:._ : h . - "i' . - - DA TE PAGE
c~
P - - - - ' - ' SUMMARY OF F[ELO GQMPACT[O N TEST RE5lJLTS
VRRIATIGW ~ -
: ~ ~ :~'s:.~~:'~a.,~ --=°M;'w....,e~•_a:~-'a;., . ..~~~ti:r:4a~sA.::.~:-~.,.~ ~ FIEIA FROM
g `piSTRAlCE ORY FIEL9 F{ELD OATIls{LfM PA55 T"' , ~.EI.EV 9ELOW MAT L DENSITY ktOiST. C4h[P"RA[]15T.; DF7 ~'EI='ME! w L~A71C1N:•' • . ' (FE~} GHAOE TYPE [PCF) {4c,}'..,~~: FAIL. .
~j,;~~ Z°~.~'rr:~, ~•Z?R~S~A~Q~4 i'~C]rl~~"_., lJi►~~ k
Wit 1j ify . ~ l ~ ~ ' d::. uTo::D3+~..A
' ~ • ~ (W~, ,~~L r^ ~~l ~ ~~G1 V~F "LI ti _ . -~,~leY d~Yrt_~ J.
' ~ ~ !S ~''1~.z; A* ~.1E--•• w ~G . ~~rL ~3'~I..~ _3.~! 96:-'~,~. ..~~.-;as~ .~'~C~.;•,
~ _ ~Lfr- t-IjA a&kC 0 (~Y~ s- ~ . • ' ~~f~ri~ ~ t~~E~
~ ~ ~ " r.,--
„
~"J1I'ti ff*+{
~.~C:mVl.~F1FAV~ r . ~ ~ ~ ` ~ t
_ ~
- ,~.~-.-'1~=~~• ._.._.~-`•'~•-s7~`~•~~Dr'~,i1Atg~~'?~:.'~-~- p
~ t~, ~ - ~~r ~~o+~ ~5•'~~.ruGr:.:~ s cx^~ , • ~ - ~ '
`
Uowx~►*,.fo• ' ' tl Be I ~`~o q
Ne,
~S7Z,* ~2~~~°•?~°x. F~~u~ ~ i~ CJ 1r2`?.~~i~ f ! `C
tA 13t~
•~i .S~'s~J.~rJi'r~tl~~ L`N 1 ~i~'t~m' ~7` T~- F~J~~~-_°~~ T~''•~1! ' ' ~ ' ' r
~~,'i]R ,i~~+11~~~~1►~~L ~3F ' d ~t- . • =t=.s ~ ' t '
u~~~~
`[~?~we,`. ti,.
c.v~~
E" k -8 ~i ' z'•.c~'~ i;i:= _ _ _ , ' r.'~.-= - .x,~F ~'n - '
~ I • Y • F . , _ z ' -5 - . 5: a' ~ ~.kr• ,r • . .
I+'`
' _ . _ _ . .
.
Fz•
,
. ~r " _ . . . - s , . . d~s:. -..H:''~`~f..... ~'~r. . , • - ~ A _
n K~~~~~_. .e _ ; . . - _ • ' ' ' ' • `
, . ~.~.r+naR•.~v~~c+r-.~ ~ ~t'~-st: ,
m - NO
~dPA.'3Fy't".~`: S~rk~i~r~r N. _ _ . , , . _ . - . . ~~~~kp SiFr.w: r.s ' a. • d. ' k.. ~
.b •PEFiCEu-r~CaMPACrioN BasED oN:..v .:R-.-~• ~ _ s~~cf~icEi~~:~ ~r-~4.~ : ; .
_ . - ~ _ ~ _ • ~ " ' _ .
~ - _ ~.~.~,~,~~ANORRO PfiDCTC]A A.f~7M D 698 ~ ~ - • - • + 90% D WB ❑ ,859L Q fi96 ' •
e • x w xL ~~y+c~~c:.t -
~ ~`T`'i~ i•~5'C~:t±t.s~Tf~~R."°~;~~;'rII9!w~~~~,~~.i~4r[-~~i ; 1 ~`"9
! ~ ~Z ~ri , . ~~~:ii4:eT~~1 iSa.~'F~R°.yFw ,'4-~•~.s''r'~ .M0P~I~ ~~J4iTSY~'4~ 0 1 .~I p ~ D t.137 u 9G{I D 1557
_ . ~ ~ . ~ . _ . ~ ~ omr~alll.S~
a rf _r'- r~~ ~k;~t ~ y~.~ne. 1'.i, - - " _s• ::t°, r.Y ` _ dli{ER f
. "'MqTERIRF. REFEFiEN~',E RMTERIAL MA7GAtUM ORY 9PTIh4UM
. ;v-w,: . . • ' '
_ '~_^:{`-..L~.: :~,i ,x.^ _ ~ - - ~ ~ .-a 7YPE SAAAPIE Na. 6ESidiSPTiCiN DENSf7Y ( ( y
PCF} MOIST. %
- ^ a -r7E5T NUMBER :
kme .SP.` : ~ ~F f3T = ~iTY TESC^.. I~ 17 D ~ 7 _ 7 ~ .
.a rF~~~c ~iTaR=ETEST•it~;- ~ ~ y " , - , • "
~iY•f~~~~~;~~ ~y7 - - ~ ' " i^- ' -N ~ J~~. ~ ~~'l •
'~~~~_~Y~._,y~.J}^ti=.:~: , - r , '.s•r`,.ri' - , ' J ' ' , -
~.d~p • . _ r - , - . . .
N . , _ • . . ~ . . . - ' ' - .
fE.S7 MET'KL10 ~ -r:.-Y,
~y~y~ • 46 ~~'.`••~`'L ~~t {K~~ ~ ~ L
MICLFIp (ASYM~d 29M . . . . r _ ' M1 ~ . , - ` - ~ ~ . " _ . - - - • ~ `
r,.Sry.• r . . c
iWl t' c~ a gAHO CDME [A57M U 1558] . . . . ' „
~ • PC = 6igVi CY1JK[fER {ASTl1i d 2937}
. , • . 'r ` ~ ~ ,t
~ ,AGRA-E&E Fie3d Rep. (Inmals) AGFiA E&E Project Manager (lnibals) Contractvts F'tep. (Init[afsy ~ Corstinued .
,acawa Earm a Ernftxvrms4 a= {Rm 7r94)
m'~Ywe~.~fff¢&._J-.tr~[.- f _ - J' " ' e`~ ' ~ ' y`} , a... ~ . ~ ,p,~~.,~4y._.~....1.'~.=3k.~~g~••..~r '
. . . ~ _ . _ . .P!~ _ ' . ' ' ' ~ • f . . , ~ ~ . : .'i.~ . . . • rLwa•.~aq.o-~e+ .p .ar~
. , ,~ii~~d.s~ {S~°•_ - r~.~~.. , , : - „ " y , ' , -
~ _ • , . - _ e 5_- ~ '
• " ~~DYY Y. ~ , - ` . . -
41
, ' ~y,`~;i+ • ~ • "
• ' ~ , • ~ ~ DATE:
Td: ' - - - ' , .
' ~ ~ . _ . - ' ~r~ ~~rhz.►'~ . + -
1NLANa PAC[FIC ENGiNEERINC C[3. ~ CaMPANY:
- 707 West Tth Ave., 5cai#e 204
- - _ ; Spokane, WA _ 99204 ~ Fwx NuMBER:
_
Telepharie.~:;(5fl9).'458-6840
~ - t~=FAX'`(549) 458-6844 F RvM:
~ ~ ~ = - ~ . - - ' ' - - - ` - ' • ' .
. . .w 3~',.• ~`:'i~,a ~y ° `ti~ ~ , , ~ . _ , ~C~v"J-'~''~.7.
- • ; r • NLIMBER OF '~P~S: JDB H
' Y ~ ' ~ ~y~' r.~~--,.. - t : . . . - - : . . _ l1MBER;
ENECL C4YER PAGE,
a, 'v4' i Sl~d _ ' ~.s ^ . ' ' 8 1 ' . 3 ' . - y f _ ,~.r'.,' R~~_ ~ ~ ;
'~,~±,y;.r+%.4:a~ ~ . ' , . ~ ' r ' _ ' '%a."`'{~.da°ei~~'-,~'•
`IH0 T ES:"i-, ` _ - ` - ' . _ _ • -
, ~=z r = ~ , . . • _ _ - . . . .
1-L Wl=:CVae.[ 4'~ ~ s' •
{ ' ~ ~ ~#.r ' i ; _ ~ . . . - - • ` - -
' . _ ~ ~ ~ ` _ ' •
' °YP..,.~.•-
. , ~a~ ` - - . .
~ - . : . , ~ ~ ~ ►1`~.~ . , . ~ , ~ .
~fT F R~~ ! , . ; , , - - - ~ ~ ~ • _ .
I:.1~~'~~K i1L1~L~. a 1 . ~ f D.~i[] . r~ - _ . . ,
: r' F , _ , • : - ; • :
Of415041. .n. . . . , tti
• 't ~ ~ ~ ~ L . _ . . o -
,r'~Y'~, ~ 't-_ . , ~ - _ . - , .•4ir.e~M' ~n, ?Y~-: -S .
„r, ; ~S.r~ 'f i~ ~ 1.~°~'~L' • a`•? . . v
gsr 4 _ ~s..lT~ ~~..T~v- ° ~a- - , • •4 ~
~rr~x~ _ ~l9 ~.i,~s~~e.ca-~aa$'v..4~y~.siC; a.Yw_cr.a:mmrs ~ _ . ` - • - _ ~ „ ,
kyti••?Wk~AW.aFM1'. wlE~ C
' - ' ~ 5'm'~~~'t'"~~ ~ ' ~~~+.►L /i~C~ Y ~L L.~.tT~L ~ '
y~~~r a -5 ~i~ _ r . ' . ~r • .r~'' .:r'i:.
i - 6 ~y~~`.J'P.° ~.'s ' ~ _ ' Rr s i'^~ :-°~N'-'~~,'•~7~~?.,~a~~#~~' .
F-- 711~ ■ ~ ~ fi. ~.~.-s*~;:~ .,s~,
_ ~ . "~.~,4,~; :~F~sa~~ ~s:~c"-' ' - _ _ . . . ..7 . r~ r~:, ~~~s.
• ~ i~¢ 4 = - ' ' - - -
g ;~rh_ ~~$~'z~aY/'►- .~.i`r~/.~~~ _ r yi~ ~I . _ . . _.r_ : t -~,..a Yr,
nl..
- • . . . . ' s , -
• ~ 6~; Ilie
_ ' _ .
. . ,
FAX TRANSMlS514N
, AG RA
Earth & Environmental MATERIAL F1ELD REPORT
~ ECT NAM PROJ CT No FIELO qEPORT No
-7
LOCATION DE S PAGE
/,-6 ~ OF 471
PERMIT NUMBER WEATHER
~ l~a,. 3os
CUENT OA NER ENGINEER
GENERAI CONTAACTOR I I ARCHITECT '
TYPE OF INSPECTION PERFORMED TYPE OF STRUCTURE INSPECTED
~ RESTEEL ~ STRUCTURAL STEEL fABRICATION ~ FOOTINGS Ej CAIUMNS
~ HEINFORCED CONCRETE ~ STRUCTURAI STEEL ERECTION ~ AUGER CAST PILING [D SLAB-ON-GRAOE
F] REINFORCEO MASONRY ~ EXPANSION BOLTS ~ GRADE BEAMS 13 STRUCTURAL GRAOE
n SHOTCRETE El RE PR° F1NG ~ WALLS ~ POST TENSIONED SLAB
~or►i~ (sa~n~).. ~ p. ~ LD~n OTHER (3DeMY) I~p11 - Ls , rl,.
SPECIFIC LOCATION(S) GHIOS r ~ I
I ~~~p.n ~~~yyP j ~~2 5~ rt T
J'QO-I I/l,~.~ ~
IRKS I~ C1rP ~ U,ZG C V~ Cl ~ ~ r W1 K i°
tA *p•~ \y~~.,n n~
1
.
_~~►~I %A.Q -
~
CONTINUED ~
~~3~ M~i~' 'f.:" L .f~r.:. n• '~Y; `t.['(~ '.`•S ^y ~++%.::rte:.i3: ; ' ' ' +t: r •s~y..: ,.,'s:y..
f (~Ej~- ,j ~ ~ - t:~~•r_: - ' _ ~ ; '-'~ROUT . . '
~ . ° 3 $t v. . . ~ :~'~uiii~~~ t~'n 3:, 1 _'r.-t'. ~c`r• y; • ` ~ Yi}; y i ;3 .L '>L i:3.' t w 2~i!!~ ~ 5: :~S..C!^ . ' . . ..r. . . s < r ~}y'•'•'
S,pPL,ER MiX. SUPPUEA
MATERIAL TEST REPORT No. a~ MATERWL TEST REPORT No. /
SWMP (IN.) AIR CONTEHT 41_7 SLUMP (lN.) /
DESIGN STRENCiTH (PSI) DESIGN STAEPIGTH (PSI) /
No. OF SAMPLES ~ No. OF SAMPLES /
TOT/LL CU YAROS PLACED r- TOTAL CU OS PUICED
CONCHETE TEMP. (Dep F.) (w -7 (3ROUT TEMP. (De9 F)
T1ME ~Q n'7~ Q~ AIRlEMP. ~ TiME AIRTEMP.
a_ Mv+'~!1l:L`'REMS'AH E1N,C0NF0RNANC0NITH ' ~ ~'a>`- ' • . - .:':`s I
MORTAR':
. ' , rs.BUILDIN(i D . . ENT.APPROVED'P. 'Lf~NS;;~' _ , • . . . - . _ . - .
TYPE OF MORTAR
~
YES IF NO, EXPLAIN MATERtAL TEST REPORT No '
~ NO
I SLUMP (IN.) /
OESIGN STRENOTH (PSI) /
No. OF SAMPLES /
TOTAL CU YARDS CED
MORTAR 1'EMP. (De9 f )
-
TIME AIR TEMP.
Inspector • f Date
AGHA Esrth 6 E : ,.tal. IAe. (Fiev. t 1/90)
a G R p►
~arth & Envfron►nenral DA1LY FiELD REPORT
r
pRp,~EC'r yp,Mri PRp.7EGT N0 FIELD ftFPflRT Nq
7C " 4,5U' C DATE/J ~ *C
FAGE
• 11 q OF
/
SUMMARY OF FFELD C'OMPACTtvN TEST RESULTS
vARIaTfOM
FIELQ FRS]M
D197nNCE DFiY FIELp FIELCY OPT1MUM PA$$
TEST ELEV &ELOW MAT'L DEHSI71' AAC315T CQMP MOIS-{ pR
T-E57 F!a MFI3-!OI] LOGA710N (FEE71 GRnCIE "iYRE (PGF~ M (96} (y{,] fREL
r ~fe'R[Vl F)VtM1r I[a~Cj 30' eV. C1~~..p~tAiw1~
clj~ -E'~~ Aw- ii~2j 6.~/ 93n g d~ 3
~1••~an ~r~er ~a~r ~ 35, u7,
~ ~_I ca < j.2
kwAc, ~5~,rt.. lct+~~ I L~G+W. G~~a~►wG+7 { ~j
~ ~o.ie ✓ ~d,~4► ~ ~ G~ ~ ~~'3 ~ - - - ~ qi ~ ~ . ~ ~
44
- ~~•~_1r~. A7,:~,.~* -1.:~.~ ~ q39 ! T
~ ~ ~s ~4/-~~.•- la~~e • ~1o[y` ~ . cr~'S~ r""°.~, ~
itJl.filJ,j;31~1CJ~ 3. Zw 1 3• 0
r ~~st~r►~`nF~~rtr~a~~~~7r C ~sce~-aon /
7Z.7 ifl. 3.~O
,~'aw la ~~N
.F]Qt~m,~r. ~o~nerlr~ta,Q ~ ~ ~ 1+~v~ 1~7 ++~~7r ~ Z
~ ~rkv~a.. c S_ CL. -~LZ,.,p• 27' J.r 7 IZ. Z- tgo )p
~ ~ ~►'~.e.. V2)..rY6a Kt: r a~' A.~ ~ o -F . }
aztu,~/, ~93.1 ~
i,> , ~ Vi,l-rS FERCENT CQMPACTlCJN BASEI7 4N: ' SPECIFECATION:
co.+.aYS .e~~t,ea ~ ❑ srancDnRD PRocroa nsrh+ 0 69e p 90% v ess 0 95% a sss
`t ~
~A.WODIFIEi] PROG'ftlR ASTP~S 0 55fi7 30% D i557 ❑ 909: D 1$57
p OYr,ER o„HER 9-2 r'
FAA7ERSAl REFEREPICE k1A1ERtAL INAxIMl,fM QHY UFTIMItkf
l'YP~ SAMFLE No. OFSCAIP110N pE1+fSIFY {PGF) ARUIS'L C%1
TEST hil7A~BER A
' I] ~1
.EPISd1~° TEST ~ ! J! l~~ k I
RT - RM5°C
TEST METHDD
6Dnre,r1-W(nSTMn 2=)
~
SC aSMI[7 CONE (ASLA! d 155@)
-
DC a QF[IilE GYLINCYER [AS'CM 0 29371
AGRA E&E Fie1d Rep (Inibats)ft1--' AGRA E&E Projgct hAanager (IniGals) ~ Coratracio(s Rep. ([nittals} Confinued E
nGlin Esnt+ & Emtrarunental. Inc. (Rev. 7ID4)
SPECrFacGRAvFTY OF B6ruMINauS MIxruRES +CSH❑ TM 306-A (F) 'W'aRKsHEET
project e-4
I.~~~L.L7AL..- a! 53 o-'o 4D[ f i`C71t~ PrQ,ect fo-C-~J~I
~ampic I Depth La6 A
L.acationlSo~arce o `ti ~~te Tested- 11- 9s
Matenal t7escription Tested By &Q.
JA-R (PYCNOMETE[t) CALIBRATION
wt, a~Jar, Gtass A 1 ~TSa .-6- 9 ag~ao~ 91 aci ~0,
Wt. of Water, Jar, Crlass S -7 3T.3 • b 9 g .s- g
Tempera.ture of Waier ~ C '7 f _ ? ~F -75, ~ °F -7 . 5' °F
(Crw) Temperature CanversiDn Factor i] 1 ? 7.? 9(. , i`I7 3 7,(
(Vp) Vafume ofJar (B - A) - D L 4411(Q.~ `CI E, i rx Ea CC.
ru cvibmcm r-~ ~m a
~ W~ (l~Vt~ e" C ) ~ Ey c., + Ey J F
No Numhcy 4/q CC
5PEerFic GR.AVV= & iVCAximvm DErrSff 'Y
R.dt No ~[uhlot or Tcn No rNa ~u6los xTcsc Na
W[ ❑f ]ar, G1a55 1 c2Tg4. 9 g 9
Wt. of 5ample, far, GIa55 2 Li o -1,p . 0 9 . 9 9
Ws) VVt. of Sa.n°iple 2-1 3 l091. 9 g 9
Wi. of Water, Sample, Jar, Glass 4 g'03,5. 3 9 9 g
(Ww) Wt. of Water 4-2 ` 39+03 . 3 9 g g
Tempmture of Water 6 7 33 °F °F °F
(Crw) Tertiperalure Canversian Factor 7 gq 7 47-7
Vvlume of Water 5~ 7 g 3q7 3.3 oc oc CC
Volurne of Sa,mple F78 9 W. 6 CC cc. °c
(C,-z) Spcxific Gravity 3-9 10 Yg -7
WT}Max Density Test ResuFt 10 X 52.4 11 PCF PCF PCF
Difference Between I i& Last MAMD ~ FCF I FG,F PCF
MvvINc AvERA~E MAxmmm I)F-KSrry (MAMD)
No i~lA,.`.al Na. I 1~iA1~Ai] MQ MA~
` MAMD (Using MDT Frvm 11) ~l PM PCF
Remariss: . .
R!C£FURM.Ft}8 5f12N4 IQ, G R A CheCked k]y:
Earth & EnVrrvnmenral
E 520 Nonh Fbofh,rLs ama. serrts soa
5pdfcarre. Washuigton, U.5A 99207
° VAONE c50a 534-26S7
FA2'4549F 534-9787 C[JWrAfiCTOA' RgG15FRAT74M ■1lr.LA-H+i-°3m+(;
Ini6+[~~ ~~~~a'ff Company SINC~ 1934
51! k e HF{C]A[3WAY -P CJ. BOX 3366 • SP[77SHME, WI15FfiIHGTOM 99220-33M -
F1ELD OFF►GE
FAD[ NC1* M.8144
FAA VOr ER LE! 1 ER
DATE Z-1 NLfMBER QF PAGES
, (FHCLUIDIHG COVER SHIEET]
COMPANY
FRQM
r . . ,
REFERENGE
If YOU F-NCOtJNTER PR06LEMS W1TH TNE TRqNSMIS5IQN OR !F Yf)U 00 FIO~ ~~~EFVE THE
ENTf RE EMiGUMLl11T, PL.EASE P„ALL 536-613.
RE41f!lARKS:
~
60rh Armrversary 1934 -1994
~ ~quar OMftnitv Emaoyer
CL ~ . 4uiGk Wash with
Mucle7r Asphalt
~aak:l'~a_ c~ uux sr~~ ►ru~9Ea vLA14r LOcKIOn ,GG souR= aaE SAMPLE*
C+4t.. st&q9 A AcCEvuNcF Ass+~~+rC~ ~ ts• ~F-$~
is ~1~►4P • J~ j I ' +pd A-
- ~ 1
YtAT~4~ CO~~T ~
l. WR. orEgina! Sarrrple
~3 - L21
W!. H20
twator conrenca 3
. ~
, Vlh. Dry SBmpte d Percen[ HO 63) x vs~o
(C.~$tannt 0 23[7 - 270° F] !ba`. $ z (1)
E3[TRACTIi'tN OATA _
. Wt_ {Jrilginal Sample t~ra• ~ ao wc ary Agqregace cgt - (s) 1138. ra
.
M. Dry Sampie [s)c4) 1oo 17-63. 0 _ TRZ; ti ii lM liDe1 3m
t~.~4~'96
Sfe-is~ Robert 1751
96 AsphaJt fmm Nuclear Gatrge P~• ~rKM ; ~
S~ 0 SasFTe 1 B ~
AwSpha![ (7) -(a) A4
CCr►eCted % AS
2=L4 P% Tt/" ~
IBitB) p}k14bt: 8 $i[kJ►oundt 23~ "
. Gturs~ted Wt. ~1&~ts~1C R~a~3iFri 699vX
iCount Ti~ 8 ~i~
A-~Gi3ECd~6iE GRAp~1CAf CO1TlIf3' 3W VWWf: 1r4fi
~ ~C~fNc~ DE~ENT RE"PdH~C ~
IAccUARJWFrFl PExFzw R4SSIAIG TO4£FIANC£UltlM
~ r~cuMSn.~+~EJ * . ■ r
-3/4 E IIot? /DEa
1l2- t ~GFS ~ Z•~ ~ ~7.~ 1 1-7 ~/r$ . ~ I+~t~.1 ~ ~7•'-{ 1,55- 75-AD
~ ~ 3~ ~ ~ ~ ~ • ~ 168 60~72. I
37. ~ f ~ 32AL ~
~r~ ~f.~ ~ ~ ~ ~ ~ 15~ . r~,/og
18
L5 s
PAN M«wwa Wi
r01AL sr.r.acr-,fff (Ffamts+n tM
J
~ 11-~'•~l5 I.aesr~
~So
ras To R~asz
~Orriauta u) +~arast nencena sxcepe t+lo 200 onty us nearesa a t%
454'~
4 _ _ ~vash ~~tr~
V-AF"'
+ NuCleae A,sphal#
s►~~ ~~p • LoWIoH .~c~
So~ ~ s~,~.m
,s~wa~►~eF ~ rl- q-lvr
4
i. M. L3HgfaW Sample ~ wAT19n 0 oWMhrr .
(WBCBr CQntent) ~ 1130.7 3. W4. N aC? (x)
~Vt Dry Sarrrple ` ~ ~ • ~
~~~►st~~ - 270° F) a P^ercent Hz0 (3) xloca ~ , b S
- • El[TRACTION [7ATA
~Origana! Sample 127Z.6 - it? V~Vt ~pry Aggregate Isy - t'~1 ~ .
' 4 ! z.o3 •S"
3. 'VIR. D►y SBmple 5 _ (5)441 ~ - , _
,op 1 ZT~ .
TiIKB B.m Cm Model mc
96 Rsphsli [rvm NuC+ear Gauge 9rria2 No&" 17X 31/"
Mm aMWt
- POaacI RMBERt e
! CaneCted % Aspnair (7)_(A)
~ ~rPle # B
Cv+'rected Wt. Aspnaft t$1{s) . 9=27 A!€ 114"
00 dRilght= 0 Bacisrcund3 Z~ a
U1ib! 69"
- _ , AGGUcA~ ~~Danpy . Cmmt Ti■e; S #toatr stEV~ '"'E~''s~av+~ ag~+rr PEa►~o ~t~3 3M ~Wt: 5.43 ,
rr~acu~.nrarv~i ~ r•~ecu..~~,vn~1 ~ PEPcEvr PnsSftG
'i~'~7
`I2. ~ 40•1
1 I s~• ~ 19~
'3/8 4 1-73,.8 ~ 144 $5,•c, I ~ 7S~ia
14 ~ _3~~.~ ~ ~a.~' ~ ~ 6P,
, °q zfr. 'L
10 ?73.L ~ G4•3
1+0 ! 38
~
-Bo ; low,
~ t ~I z7. I'
PAN
rI.S3. (p
Nm ,~*a on cwr4"~~ ~
~ ~~~3•c~ ~ TOUL AOGREG49 (Em„Leo 10) iNSPCCTOR ' Y ~E
~ 9- dn y:
/s~ • P47~ j'r.s• ~Z- 7
to r""M gram
10 10 ruur8rA pomant sxespt No. 2M anly ta nearest 4 1%
t ~vti ,rvu •
TOTAL P.03
~ A GRA
~ - h & Enviranmental C1,Ia11 LY FIELD R EPORT
AFtO.JEC'T NAM~ PRpJEC7 No FIELD AEPe]R7 tJa
2E2 - 13-"
0
~
• pATE PACaE
0 F~
SiJMMARY DE FIELD COMPACTIDN TES7 FtESULTS
vaRia,nvN
FiELO Faom
OISTANCF DRY FIELD FIELD DP'TPk1UNF P+a55
TES7 ELEV SElC3W RaATL ❑ENSIYY 7vu]IST. G9MP Mp157 OFt
YEST Ho FAETHOO LC]CAPIQN (FEM GAAQE TYPE (PCF) I[95) FACL
~i .~.a~1a•*n ~'~J I ~3' E. v~~~l~.u~
e.~ ~ 7 °Al.a-C -
F~tv►4 $jt~+ 4~ . c+ l•+.ca ~u~}~ v ''-T . 43 - ~L
aT, 1~~ i
` ~t►M4 &•c! ~ ~~•7L-.I41~ bc+L1 Oi ~
r.a~~ .41&'P~e -
A►►t-, ~oo•~.Q ~~r~., ~..-'-t
S ~ ► Qip 1
J ~
k~r++4 RVi.~ l~~►~J, o'~~aa~1 ~sR..viw
RY f; fAJ• CI-FSn ~~44o.Yb9►~ _ ~ r e d I
S I rL L!ELL ~ 3-
' ry 7.,JT[L-,l 4t►ti • f l arC7 I 'W . O f '~'J r1[3 Ve A ++t- ~
~
1 x ~awae ex'R_ f ~q[+~-~ ~ 4:.d3a ~ _I z.'~J
~ ~ ~jU11~ t7tlC'~ 3~af'~ •f7~i J~AC~~- ~li►t✓ }p~+~~. _ ~
y --.AJ. s_ • 14 9 ~
y ! ~r
~ 5 ~ . a ~S.rG..s,~~~ ~ ~ ~.~...3 =
o ria Aoc-1 1SC 'oJ. o-PSvu4'Kt lhve., iaw,t
; ►Y3.7
~ A,.,t.., L.. ~ ~w tl~tav~e ~
~A, . c.~ t~.~.~ f3.1
..dt wi,~.a► a+~e., ~Sx Iw►~v+., r+r~. rt Mv- ~
"'n. 1~,A.
-7's. IV
~ -~.~s _ -,~o
~ PERCEiV+~7-~s ~
CDMPA~TiflIV 6RS i3 ON: -$P£CIFICAT3flN.
E) srnNonrao gROCroA asnw 1) 698 Q sox o ssa p 95x o 698
"XWgtFIEDPROCTC1A ASTAA D1557 Q90`Y. 0155T N~B4L d3 1557 '1q
1 ~ Ql'IiEA ~.1 31Grt-Jf ~rI A'~ ~,DT}iEfi 7 Z k3
_ ~
AAATEFiIHL AFFEF3ENCE MA7ERIAl hAA7iiMlTk1 DRY aPTIMIJM
TYPE SAkAPtk Ht7• DESCHIi'T1QN 6EHf$fTY (PCF) MOI5T.
TEST NUMBEFi
M/'s'~ 7 C.r J
ar srrv resr dS'L ~~W ~
RT s
TESr METHM Alt, 327 mu. r~ I " 15q,~
~NUCLEAR (ASTM 0 29M
sC - sAPiD oonE cAsrm o ,sW
Oc a oruvE cnaNDER (AsrM o MM
AGRA E&E Field Reg. [Inifials}-5m AGRA E&E Project Manager (fnitiais) Cantractvrs Rep. (tnibals) Cantinued Cl
AGiiA Eanh 8 Emlron~ tre- (RSV. 7184)
AG R A
~ "--th & Environrnenfa! DAILY FIELD REPORT
;
pAOUECr NAME t PR0.IECT Na F7EiA REPCIRT No
~hlU~~lnrtG~~L ~Y~6` Ara~t -~A AGld. ~Z-P3t~ z *j..-
DATE I PAGE
f E' l~l A~t ] Z- OF L SUMMARY OF FiELD COMPACTION TEST RESULTS
vaRInnaN
FtELI] FAC7M
DISTAhFCE 6RY FEELD FIELD C7FT1MLJµ PASS
TESY ELEV BELOW 7y1ATL DENSIiY NIOIST C1[7MA MOIST dA
TEST NO METNOQ LflCA71DN (FEE-T] GRADE "fYPE (PCF) FAIL
~ + sa - r~q.~ b f❑~ P
s hu 'ICt~ I~ ~ v~~~ i~ P~N ~ r,u e~.c~d
Z. 5kti1cp +2cuc►- Lc,ke. 11 +xmn • I3z.4
I k f.a" + t v44.,, 61k- 3
3 q~, l ~
Salw•a,. f2t-yP_`- ~.u&, ~ 733.3 6.7
~ Su1w.v,, 12tv'e,, Lx.k e. ~►-o~.~ I 61K 1 137. 36,1 qS°,y P
Lo+ z S1k~ l ~~.1 ~ ~
~
~
PEfiCENT CQMPACTPON BASEO C1N: SPEC[FICATIdid.
❑ STY#NOARS7 PAOCTOR ASTM D 698 I] sax o ssa 0 ssx o e98
❑ MQI]IF3ED FADCTOR AS7M 0 5557 ❑ 30%o 5553 ❑ 90% o 1557
C3 6THEA ❑ aTHER ,
IHqTEFiIAL REfEfiENCE MATERIAL MAXiMUM pRY C7PTIkSUM
1'YPE SAMPLE FW. QE;aCRIPI'1C7N [SF.NSfTY {PGF'} K40lST
TEST NUMSER
pT - OEN3ITY TEST ~~I • ~ ~ ~~C51~ CCa . 13 9,7 RT a RETEST
~
TEsr METHaD ~
N= NLIGLEAR (IIS'Tld 0 2922)
SC = SIWD CANE [ASTM 015M ~
f1C = OFIIVE CYLINDER {AST1u! D 2833} i
AGfiA E&E Feld Ftep. (lnitials) w~ RGRA E&E Prnject Managec {Initiais} ~ Confractves Rep. [India1s] Condnued Q ;
.
AGRA EBhh d. ErMrdimental. Inc. (Rsv 7I94)
r
1
tA& n~vi~n►menta1 D141LY FIELD REP[]RT
1 F~
\
PROJEC'r NAME 'FRLUECT No FlEL9 ftEPORT
Q-1311 0? ~
RCA u i~ L ~
010
SUMiVIARY aF FIELD COMPACTIDN TESTRESULTS
vnRaanoN
FCELD FROM
QlSTANCE -emr- F]ELO FIELJ) OpfilAiUAA FASS
TEST ELEV 6ELQW MRTI_ ❑EN$IT1' MO157 COI.iP kSOt57, OR
TE5'f Na 7vSETHM lC3CA7iON (FEEi) GF7a0E 7YPE (ACF) 4~Y {~1 (96i FAIL
~ ~~►an ,~'yy! ► 1A s6G'*60"711 • r7 Y%.R lwwe+w trr W H
~ YClh~-leIV• D'r C
p} r30clri.l•+ ~4t~ 1~►~~~ 1Qd'~.A"t' 3~clwstlil ~'1►R~r
~i ~)a~►~e ~-3'~AJ, e~~~ f~ll.`~
5almc.. ~►•e` lw V•e f12 eo`ff' 04 g.l+~a., RtV b-
3
0 `~''A].o-Cr~, `tl m3._5
Jf t1w.4m ~+~e,. t ~ 51►~7. q-4
~ wtisn eVev fejviC f ~7~~F•Q~Sre1~+r.i ~vrr
ti Y0.0%4! V.i+0f'd,~ l` ITJ~~
1$y.q Ve! w f k-L; "7orA1 .ir 'r~4Tad.w AaA, ~ E y
M1► 7j W. aF. ~L'4
W4 9
~ ~d
- 5w4 Ve~-3' VtN'IAU#; Z A rA.1. d~'r -X~.,hcmA +4'4• f- al .
twe; 30 `a • o au. ~
a~
' l ~wa- Fwra~' ~ J S~Jr. a7 ~~te~Ia.cu ~GG r~ '
RI.7
PERCEi+fT CO311lPACZION BASED OtV: SPECIFiCATlOA1•
❑ sr,a+aonRD PRvcraA nsrM o aes ❑ ea% Qsoa 0 ssx o998
~ Livo:FiEa PAOCrOR nsspn v»t ❑90% 01557 p ea% a 1557
%~g OT}4EFi "VOTHER 912 /ip ~T
J
r
FAAM44L AEFERFNCE MAYEAI1LL MA7(IMIJM OAY QPTiMi.Im
rnE sWPLE No. oEscRIPnvN oENsrn~ (PCF) MOis-r.
TEST NUMBER
~ oENsrrv TEsr J\~~
. .~t
Rrr = €EMsr
TEST MET-IC7fl
QNUCS EAR [ASTM 0 29M
- SC - SAND ((A3NE [A5Th1 I 5561
~ DC = OWYE CYCiHOER (ASiM 6:+937)
RGRA E&E Field Rep. [Cnitials}-i-M AGRA E&E Proj~ Manager (Instialsic3l Contractars Rep. (Imtials) Conpnued C7
AGRA Eaft 3 Ernirwunentel, [nc. (Re+r. 71")
LOS? !4 G R A
Earth & Environmental MATERIAL FIEL[7 REPOFiT
~
~ PRGIEGT MAME f7j.T~rV~l' FIELD R~q~.Na
1C'~ 3 `~.~.~a rl i•A l11
I LxarIow OATE_ /6 9~ ~ PAG
~ 00,3
PEFtMIT N13hM1BER WE~HE f rt ~ -o
CLIENT OFi 9WNER ENGfNEER U
GEIJEFtA4 CQt'!TRAGTOR ARCHITECT
ir
TYPE DF 1N5PEC"I ION PERFORMED TYPE flF STRUCTLIRE INSPECZED
r-i RESTEEI_ ❑ STFiLlG°fEIAAL STEEL FABEiICkT1DN ~ FD971htC$ ~COLLJMNS
FiREINfCFRCEO COhlCFiE7E ~ STRLIGTUAAL STEEC EAEC'PIpH ~ AUGER CAST PlLINCn B-0t1-GRhDE
~ REIMFORC£D MHSBNRY ❑ E]tPnrJSIpN 40LT5 ❑ GHADE 9EAnesS ~ STHsJCTfJRnL GRApE
SHOTCA£YE ~ FiRE RROOFING ~ WAlAS ~ F45TTENSlpNEO SLAB -
aTHER tSP-Ayf
SREG4F[C LOPATiOH(S]
GRIOS f ~ ,~y~ C'~ ~ ! /1 ✓1J'{
r qKS I
.
CQNTIHUED ~
_ - • .riONLeRG TG - GRvUT
$1lPR[.lER SUFPI.fEiR
MpTERIAI. TE"y-T 9iEPt]HT E+ta MATERIAL TEST REPCRI`~
SL91MR ([Rl ) AIR COM'EN`f SLIIMP (lN ) _
DESIGN S1"fiIENGT1°I (PSF) QESIGN STRENGTH [PSI]
Na 4F $AMPLE$ C yL w N'a S]F SARAPLES
TpTlU. Cl1 YAAp9 PLACE❑ r~1 TftTAL CU YARDS RLpGED ~
y4 ~ ~
CONCAEI'E TEPu[P. (Oeg F) GFiC)lj'f TEMP (Qeg F )
7[ME ~ AAA /13,+~~~ AIR IEMP TlHSE RlA TEktP
, ; .~:Y`iiW;tt~s AeovE wERE iN carrFoR~wcE-wrr~r I~~pldTAp ~
[4QIRtG [1EPARTN1ENG APPROifEO PLAHS • ~
rrPe or mo
FIYES IF Ntl. E%PIJIIW kAAT£F~IALTEST REPQp~
~ ~ rr SLLIMP [IAI.] ~
~ R - [iE,SiGH STfiEiJGT3i (Pul) ~
r,o. pf SnMPLES ~
iTOTAI CU YAAHS PLACEQ
MCIRTAR `fEMP (Dog F I ~i
T1ME AIR TEMP
InspectOP~ C1StF
nGR,4 Eaum a tm- (aav 11404)
aG R A
Ear-tn & Fnvirarrmental N114TERIAL FiELQ REPORT
~
PROJECT NqMS !RAi]JECT No FIELD REPAAT No
F'jsr-,3 Atz~,77C1.J I Ic2-l3// 027
OATE PAGE
LOCATIQN
, 11-17- 9~ 1~ oF ~
PERDAI7 AiIJA!$EA JdE TS-fER
CLIEi+fS OR 4WNE ENGtNEtF
~7~,f~~ F ]~d tJ 5 L~Z
GENERnI Ct]rrFRACTOR ■ ~ AFCHITEC7
~iqi'► tEYZ.[] e.~
TifPE C)F tNSPECTION peFIFoAMED ~ TrPE aF sTRucTURE INSPECTEv
f-i iiE.iTEEL F~ S7Rl.lCTLfRAlSTEEC FA6FiICATIQN ~ F[)DT1RfG$ ~ C01 LfMNS
~ REINFQRGEO Cl]KCRE7E ❑ SYRUCTIJRRL S7EEL EfiECT1C7N El AllGFR CAST PELING p 5LA6-ON-GRnOE
~ REINFORCEO MA$i7NRY ~ EICPHNSi(]N Ht7LT9 ~ GRA{3E'$EAMS ~ STRWCTl1RAL GRAfJE
~ SNOTCRE3E ~ FiRE PAOCF7F4t$ ~ WALLS ~'kC35T`fENSIONEp SLAB
~ C]7r+ER tSpeorly1 1;3' Ak6' 1tJ44.aC ~ DrHEFt fsae&xa 5'l0C- uOI4LFL
SPECIFIC LC3CATIC]N(S)
-
GRIC15 ('~oA.~TtF rhe -f-6Wbic,r4-> RAMP5 Fog_7't4t' r~3~iP~E~Trd]►t.~5 c7fi' jDrANA
P SAuna~ ~jerr- Aiic _ R#J'b 1-4waUcA1> RANUDs L-cm aa~AjuA 4►~D 9LJAr,.E
. ,
CDNTIntUEO p
'NdRECE G'ROUT
SUPPLIEA l7~yJ~ hAlx■ 7c?4.716 ~ Sl]PPLIEA
MAl'rzRIAL TEST HEPQRT hlorn ~ MATERIAL 7E57 p1EPQAT No
siUwP (irr ) 44 I►~x_ AIa cOnaTErrr j,o sLuaw (Iy ) ~
0F 51GN $TREH¢7}I (P5D -Aj5d)o OF5tGM STFiEHG711 (P51)
?JO. f]F SAkSPi.£S 3 No OF SAMPLES
TOSAL, C,y YARC7S ALRCEO 3[3 ~ TOTAL Cf3 YARpS PIAGEd
C{]HC€iETE TERAP (Uog F) `zoC. GROl7T TEiv[P (QBg F )
TIkiE 1 .1 (5 V NR TFJuIP• 42a 0 TiME AIR TEMP
!A80 WEAE 3N CANF.flRM►~IGE VVrTFi MDRTAEi
-ALLOM~.,,
8l'flil]1Hl3YU~P' ..EHT'AFPR[3YE[7 PEAHB. ,
TYPE OF kACfRTAR
fAATERIAL TESS REP❑A7 No
EIYES IF htO. E7(PLAIH
LJ NO SLLPMP (IN )
6E5MN STFIEHGTai (PSt)
F No 6F SAMPLES
YOTAL CU YARDS PLACED
„ FM7RTAR sEasa fDeg F3
AllvtE AIA TEMR.
IrlSpeL°tOP ` y Q3fB
AL'iiiA tart113 Ermirmma1al, Irc. (Rev. 11 l9a)
~~AG R A
Farth & Environmental MATER1AL TEST REPORT
, T'NWME ~ PR9JEGT No TESS Rrz PDFi No
LocnnvN - { an ~04(PacE
I OF
PEAMlT NUk18EF! WEATHER
cr,~c
GL4EN70A0 EA F EM.~'iiNEER
~~'~A~ r9{~tJSLEU
GENEfiAL CONTRACTOR ~ t AFCHITECT
- ~,-w~w°~:~.~r~:~-v=A;-}r'~R,~';~r~'~•: =aFlE ~.D DATA ~
REPORaEQ~ @ATCH DATA
. . ~s~?;:_r.~i.a+var.+„.",:R:~ f. Sr-'-hi•
SIJPPLIER MIX No PLhNT hiQ
~°!0 O JOB 1MiIJi ~ CEMEPlT 7YPE
r~
~ ~ r4
~ TEMP (Oog-F) ~ YIELpi'LINt7 DESiGN~ q AC7LYAL
~ CONCRE"fE
❑~nourr TiIuSE 7RLiCK N. I T1CKET Nn. I %AIA I SLUMP I CONC I NR I WEK'iHT jMlx No I ~
~MOFffAR $gVtY Aa-5 I~~d~~9 I S f I~~`' I ya I ~
R FLEX 8EAMS FASH L13 S
n RRtsms I I I ~ I f I C "GG LBSII I
n GRi7L7TE0 CkESIGN S7AETdd7H ~ PSI aflAYS 10 AGC3 L851 f
~ UNGFi0MO SWMP SPEGiFICATIL?hf8 ~ 7qTAl_ CU. Y09 FLRCED Y0.S3 AGG LBS I I ~
~ OTHER dfR CONCENT SPECiFICAT10N5 LOAO SIE f[~ Y053 SANA 185. I ~
~ • Hp0 LBS I 1
w~~p~'-'A~IEi~T AREA a,on~i3cnUAEs
r"Ti= ~'x „a= •r"=° ~"rr-:`.
~ F(OTSNG$ GFi3D5 I ,
~ N'4i1-5 ~ fbs eno Z:0,D1p&ZQJ Pei lp,AIRENT I 02lCWT ~
~)OLUMws 67¢$f r4 N7 t,tj&'%T'. k.1CsW'H ; S2+o.i'rb4 t ~
d GR1aE aEAM.S IwAtEFt nnoEU I ~
❑ SLA8IDECK REMAflK3i 6T { LBS I AZ I l$5. I
~ SLAB ~
❑ PIl.INCa.y '
~ oTHER ~ REFERF NCE FIELO REK+Oi3S INo. .ALL ~iE~IS IA[SPEC'f~ ARE: -
~ ~JFDRMIkG
]NSPECT[}R REVIEINE~] BY ~ ❑ NON-MHFpRMIN[3
f r
~:,'.~z~'`~u' - ~~:~~.x^.~~'•~,n. : „ B~~ i1pITARY;O►►~iT14 :=~,a 'rt~`;;-:,.H. y,., • rr.-~=; ' - - ` ~
_ ,_.~s~ ~~,:~•.y.; .
.".3 i •
oATE sPEciM►ws casr ~ oaTE SPECIMANS sueMrrrFO ~
LABID S O~ C~FIELD 1RE I fo YS] I ~SAREA Q iNy ~ [LB6HT { ~ STRkGT~i C~ET I T CH METF10C1 ~
~ ~
I-7 1v Y- L z I~'r .Z~ Ijj 0 -4 0 I_Wa r~ f IC. 14~ c39
pAswo ra
❑ OTHER (Sp-Ky} '
I I I I I 1 I I
_ I I I I I ~ I Ei~MPAESSWE
I i I ~ I I ~~~URAL.
I ~ I I ~ I I a~NFOFMNG
~ I I ~ l I I I ~ I ❑ NON-CONFOAMIW
~ p
. ~
Rernewed try ` ❑ate -A)4q Ittiz.- ~
AGPA Eenn aErMrmnenW. Inc, (aw 1 ti!&4)
*sGRA
Larth & Envirvnmental Mpl~~~~~~ ~~~T REP'QRT
PA~ ECi' Alp~ 7 I~ I TEST REP~A
k ~a
I-~.ec~T NAkiE ,~fG. i
ar f
4pCATl[7hf
DATE PAGE ~ nF I
I PERMVT Nl1MBE8 4WEATHEFi n
9 fG(eav , G_ 1~ll. ~b s
CLIENTfl6i OW ENGiNEER
~ T_A .r+ ~s+ LQ"o
C.,ENERAL COhFTRACTOR ARCklTECT
_ .FIELO QA7A ~EPORTEn BATcH oaTA
Sl1PWLiEA F fe MIX Na PUaNT hio. -tL.1
~'t L J.1D8"M17C CFJMENT TYPE
I V
CAF[CRETE ~ TEMP Ipw. FI ~ YIEiC+/L1Nf'T ~0 17ESiGN IE] ACTfdAL
~GROUT I TIME I TAUCIL N0. I T1CKETNa ~ % Rldi I SLllMP I Ct]NC AIR C WEIGHT HSI%Na I r
F-I 94SC}SiTAR Lau 0 5 ~ Zz 5 zl ~ -7 1 'CEM LB5
~ I.BS-~ ~
~ Fi_E3( SEAP~iS F ASH
0PRISMS f i I I I ~ C AGG LBSI I
❑ GR4UTEL1 DESIGH S"'tRENGTii ~ U 00 PSI 0 OAYS ~ AGr' LBs ~ I l
~ UNGiiOIJTEi7 SillMP &PECiFfCA31ONS f TOTA4. Gi! YQS PLACED YpS3 CAGd Ill I I
~
~ errHeR ,uFI e.errrenrr sPEcIFicnTtoNs ~ Laao sUE I ~ ros3 . SAND L85
~
~H2O Luic
:Al
:•,'_n~~"• ;;;N3AREA~ A6MIXTfIAES ~
. - rx~ : ~u~:=•..
FOOTar,Gs cRiDs 9 1 ~
I ~ ! _.Z, e[' 1 we,p~ts. 1k►_,i_.. • 7 7 sa.L. .
' YAt1S k^t O~l I~~H Et~fF I bzlCwr 4 .
jC]LUkiNS
~ ~'sRAOE BEAMS IWATER AGDEi7
0 SiA@10ECK REAARKSI BT ! LBSI"o I L.55
s~B
13 PiuNGS
.2~ ALL fiE3AS IMSFECTEO ARE:
'~DTHER IREFEitEHCE FIELO REPOAT No
~ ~ ~lFf]AM1PiC3IN$PECTi7A REVIEWED 8Y~ ❑ NOM'COHFIf7RMiFlC+
, r
~i~~~~~~,.,5~' y;-~-:'~"S{:i:~'1""-C~~-3`~~ h:iar[~•
LAS
-..~:...~~5~~=1. ~~v ~ - m• _ [QR141ToR!I(;\oATA
..r ~ DATE SPECZMANS Cli5T r''-" fp ] 5 I DA7E SFE-CIINAMS SLBMITTED ~
CI LAS lCi TES'7 FlELP7 AC3E SI7,E AAEA 1N
I EIG~i'C lHAX LUACJ `fSTREt~1GTH SET LAB T'~ST
I No DATE ~ CIIRE I (pAYS) I IINJ {3Q Ild} k [~5) I I {P3D ~ Na ~ TEGH METHDO
C 39
-770
I~.S' I ~ I I I ! ❑AASHTfl IM
I~~ I~~ I!~ I I I I I o~~ ~Sl
I ~ ~ I i I I I ~ '9~~~RESSIVE
I ~ I I I I I I I ~ ❑FLMM
I ~ I I I I I I I f EJCONFCRMING
I f I I I I I I I ~❑NOH-CONFOAMIHG
I ~ I I I I ~ I~ -
_kRXS I
~
~
Reviev~ hy ~ L Date
RGF1A Earih 8 E/. .dnc. (Asv. t 1l94)
SPECiFic GRauITr oF 8IruMirraus MIX1-uRES _
USHa TM 306-A {F} WoRxsMEET '
Praject ,;2' PrOjeci P ~~-l3ll
~ arnple # I DepCh Lab #
LncatianlSource -n'ClrA,JA : 1 UiO "W cC- 5*JAV-~ ~U~ r 5 'o ❑ r- ~ I)ate 'I'ested
~~Q,~i~.r.~F
ivfaterial Descraption ,~5p~sq`-~- `~+ic x I Tested By UJ, a~tlJ~~
JAR (PYCNdMETER) CAL.FBRATi[1N
Wt ❑fJa.r, +Glass ~ A I 7`''-Cn g{ .2`17'7. ~ gl V1 k:, g
Wt. of Water, ]ar, Glass f g I 7 3~50, b 9 7.39 V. 6 91 738 3,~ g
Temperature of Water ~ C 73. ~ °F -Zc). °F ~ 0. °F
(Gw) Temperature Canversion Factar f D I ? S q l
~
(VP) Valume of Jar (B A) - D E, ~ l E} # y`~►~13- ~ ~
~ i«+~« (AVG Vp) ( Et+ E, + E, y-- 3 F 'J
Na t~wn6ez ~7 ~ ~ • OC
SpEctFrc GRAvrry & Ninrim um DF-rrsrrx
r Na rubliA a Tcu Na p.ae Na [W" a Tsse Na ot Na r u6lu ot Tc~ No
I
g 9 g
Wt. of Jaz, Glass I ?q79. (
Wi. of Sample, 1ar, GIa55 2 3cl [a ,1 g ' g g
YS) WI. of S.3i17ple 2-1 3 1 ? 10. 5 $ 9 9
Wt. afWater, Sample, Iar, GlasS k 4 Z4?6 . D. 9 g g
(Ww) Wt. of Water 4-2 ~5 qnp -l 1 g g g
Ternperatwe ofWater 6 74, 5~ °F OF °F
'(Gw) Temperahue Gonversion Factar 7 5c~q
Volume of Water S = 7 8 461,1 , `c cc cc
Volume of Sample F- S g vqS. ~ cc °C cc
(Crz) Specific Gravity 3= 9 14 47
WT) Max F3ensity Test Resuit 10 x 62.4 11 PCF PCF PCF
I7i$erence Between 11 & Last MAMD PCF ~ PCF PCF
M[7YINr, AVEHAiCE MAXwm DENSITY (MAMD)
Y+io. of Mi3Ts N° MAM NQ ~ MAMD NO MAMD
a„-agcd NfAMD {Using NOT Frvm 11) ~ PCTz ~
Remariss•
~ucEFa~ Pus s1iz~a A G RA Checked bY:
Earfh & Envlranmenta! r
6 520 fVcrih Faad0s DrrvB, SuifO 6Bf]
$ppfsane. Wash+ng[vn. U S.A. 59207
, r~} y
SPEczFic GRAviTY OF BaruMINous MiXruRES .
C35HC1 TM 306-A (F) 1NaRKSHEET •
Project ")0° r~ po~ rro.~ Project #
( imple # Depth ! Lab 3--~ ,
LocatianlSaurce 13ate Tested
Matenal DescnpCi4n ,qs~,NACT C- Lf75s r~ Tested By Gca_
JAR (PYCtvvME`rEx) CALrBRarrvN -
wc. of aar, Glass ~ a ~ c3 7~ $ r,7i~~.L1 gI 'g
4Vt of Water, 1ar, Glass B~ g~j g g
Ternperature oFWater ~ C q °Fl 7(), q -7 a. C-) °F
(GGtivv) Temperature Canwersion Factor I D 1 .a~ ~ 7 1 -.!1T '7 7.~ {1°
k
_CVp) Uotu~e of lar (B - A) - n ~ '~I ~ 11~ ~ ~ ; ~'q1 3 Es e y 9 l 3.6
rsr cW:Grwon
(AVCx. VP) l~ Et + E_ + E3) - 3 F cc
SPECIFTC GRA= ~ MAxiMC1M DEtVSFTy -
r tio r se6lee or Tea Na.[~ ublsx or Tzss No Na [ubEsK ~sr Tet tdo
I ~
wt. ❑f Jar, Giass ~ tT-7 c?, y g g 9
Wt. of Sample, lar, Glass 2 y'❑ iq.~ g ,g g
Js) Wt. of S aznpie 2- I 3 103S,5 9 9' 9
Wt. of V4'ater, Sampie, Jar, Giass 4~~p j, a 9 g g
(Ww) Wt. of Wates 4-2 5 g g 9
Temperatitse o#' Water +fi • °F °F °F
(Grv) Temperature Cvnwersion Factcar 7 . c?q
°Volurrie of VVater 5= 7 8 394 5. ZCC cc vc
Volume vfSamplc F- 8 9 4i Z.S °c cc cc
(Crz) Specific Gra►rity 3- 9 10 (1MT} Max T]ensity Test Resuit 10 x 62.4 11 PCF PCF gCF.
I3ifference Between I 1 & L.ast MAMD PCF~ PGF ~ - pCF
MvVINc AvExACE 117maxum pENsrry (MAMD)
rao. ac MDr: - W ys&MD No 1 W&M rra. WAJ~M
Av-n,d NfAMD (Using IvIDT From 11)
I
. 1 Pae RCF
, RCm3rL5" . .
- ~
fLICEFCSAM PUS 3I97/94 AG'RA CheCked b]1:
Ear#h & EnvTrorrmenta!
E 520 Rfarth Fvaltuffs L3mre. Suite 600
Spokans. 'YirasfruVQn. U.S-I 99207
i^
AGRA Earth & En►rirvnrnental, lnc.
E. 520 Nvr-th Faothtills Drive, 5uite fiDv
5pokaner Washington 992(]7 '
. (509)482-0104 Fax (609)482-0202
~J
aLIENT r .e'~fAeFJSL-i; i. onTE 1
PRC]JEGT PRQJECT # f:~ a l 1
lAB. NO._JL! METHOC3 LDSEa
ASPNALT ECTRACTION TEST
SAMPLE LflGAT19N11DENTlFICATlON
A. WX. OF MEX + BOWL J. 11Vf. ❑F H2Q SAMPLE t PAN
B. Wi`. ❑F BC7WL fC ►NT. 0F PAN r o~`? , S' -
G. VV1'. OF MfK G,`-4 (A-p) L. WET WT. OF H20 SAMPLE tr 9V.T (j-FC)
0. WT. OF CJfATOMACEOLfS EARTH J!''.? . ~ M. DRY WT. OF H20 SAMPl.E fPAN ;2a--I 3, 6-
E. WT. OF FILTER+AGG 405'• C] ~ N. DRY WT. OF H20 SAMPLE //?`la (NI-K)
F. WT. OF FILTER Co P. ~]RY MATERIAL EN SAMPl.E .9~9
_ {RECARO YO NFARE5T i11[7D95 (N `L) X(900)
G. WT. OF AGG_ C]IV FiLTER _1_" 0 (E-F)
H. WT. OF AGG. AFTER EXT. 17 I~
1. TaTAL wr. OF AGG. 1-?3 7. 6(Fi+G)-[7
%asPwAtr BY Yoreu, r►vz. OF MIX,,~f9 1411)
(Rceare ar r,earesi 1lrGO96) x 11001
1
[(CxP)
SIEVE AN14LY5fS OF r4GGREGATE
GUMULATIiAE CUMU[ATIVE
1NE[GHT WElGHT PASS[NG F'ERCENT
S1EVE SIZE RETAINED PAS.S[NG SPEC _ REMARKS
-7 3 7. 1 car>
s.~i
13 5-,-, ~7 7~ 0 Vq G7 c1 '7 ~ 4~-c . 1 qQ - &.a-
1 l 1 7 4;_6 qa ~
3.~ Ja ~ • 1 41, 6
DR'p'' WEIGHT OF SANiPLE I5~ "7 7 f TECHNCCfAN LO. t~t~c36X,
_RY V+EiGHT AFTER IArASH SAMPLEfl BY . I-A
ML4r
REV[EWEI) BY
REMARKS: ' .
AGRA Earth & Environmental, Inc.
E. 520 Norfh Foothiils Drive, Suite 600
Spokane, Washington 99207
(509)482-0104 Fax (509)482-0202
CLIENT A~5 [`~A•~s~~-+ DATE / / - /3-9
PROJECT AMtT , , PROJECT # /-~-1311
LAB. NO. 33~ METHOD USED
ASPHALT EXTRACTION TEST '
SAMPLE LOCATIOWIOENTIFICATION e.viss 'A'' a-mAW-cs A. WT. OF MIX + BOWL J. WT. OF H20 SAMPLE + PAN
B. WT. OF BOWL acb. 3 K WT. OF PAN la~q ..S
C. WT. OF M(X ?9'. ? (A-B) L. WET WT. OF H20 SAMPLE //ob ~ S (J-K)
D. WT. OF DIATOMACEOUS EARTH 121•4 , M. DRY WT. OF H20 SAMPLE +PAN 2(85, I
E. VYT. OF FILTER+AGG aaa. 3 N. DRY WT. OF H20 SAMPLE I lO(z.;X(M-K)
F. VI(T. OF FILTER 9 P. % DRY MATERIAL IN SAMPLE . 999
(RECORO TO NEAREST 1110096 (N +L) X(100)
G. WT. OF AGG. ON FILTER' 02l4. q(E-F) •
H. WT. OF AGG. AFTER EXT. 133,/. R
1. TOTAL WT. OF AGG. /`f a0. R' (H+G)-D
, • % ASPHALT 8Y TOTAI WT. OF MlX cS• I (IC x P1 ) 411)
' • (Recard o(nearest 1/10096) x (1001
((CxP) 1
SIEVE ANALYSIS OF AGGREGATE CUMULATIVE CUMULATIVE
WEIGHT WEIGHT PASSING PERCENT SlEVE SIZE RETAINED PASSING SPEC REMARKS
3/l/ o r~lat~,g to0 LLo
142- 45,7 Qo-too .
3~-fq ass.~ ~~6s,~ sa.o 75-90
'lq q95 .Q 9a~19 ~s. i 5S- 75 ~
lD 404-. S <5~~. 3 3(o• 3 3~- Yo WO ~ 146. ? 15.8'
9-Cp 131 a,4 eo7 9 7.1o 7,0 oWa- or- sac-
, • . . ,
ORY WEIGHT OF SAMPLE TECHNICIAN UO«uF 4-loLocn-
_.tY WEiGHT AFTER WASH SAMPLEO 8Y JA-i rvlA2tir..>
I REVIEWED BY E6 rq....,old
REMARKS: Cz, P-o DuT. ' Soccrw vp
, .
RGRA Earth & Enyironmentai, Inc.
E. 520 North Foofhills C]rive, Suite 600
Spokane, Washington 99207
(509)482-0104 Fax (509)482-0202
CLIENT De--x}•j DATE 11-- I3-75
PRDJECT PRDJECT # la-1311
LHB. NCC]. 3.7-7 ME7HOD USED 7` /6 ~ / Cr3 4~
ASPHALT EXTRACTlON TEST
SAIMPLE LOCATIC]NIIDENTIFfCATiON 'A ~ -+x ,
A. W`f. OF MIX t BCJWL J. WT. OF H70 SAMPLE f PAN
B. W7. OF 8(3WL K. WT. OF PAN 60-79• S
C. YVT. OF MIX I6,2oZ . 3 (A-B) L. ViIET WT. OF Fiafl SAMPLE 10 (pg. e(,1`K)
V1Ir. OF DLATC3MACEDl1S EARTH 12 3 M. DRY WT. OF M20 SAMPLE +PAN ~'qE.. '5
E. yVT. OF FILTER+AGG rc~~, j N. [JRY YVT. OF H20 SAhAPLE I W7. 3{M-K}
F. V'IT. OF F1LTER 5-. P. °lo DRY MATERIAL IPI SAMPLE 417"73
(REcoRo ro wEaREsT i1sc~ (rr +y x(I od)
G.WT. QF AGG. C7N FILTER 1~~`. ~1 (E-F} 4
H. WT. OF AGG. AFTER EXT. _I q-76• r]
1. T❑TAL. V1rT. OF AGG. 1 S44 o. ?L_ (H+G)-D
, . . '96 ASPHAL7 BY T[7TA! YY7. ()F M[X S. ~ (IC Pl } .~11)
(Recatd of nearest 1I10096) x 11001
[{CxP} 1
$IE11E A{I[pIL1fS[s OF Io1GCREGlo1Ti E
GUMULATiIIE CUMULATIVE
V1fE1GHT WElGHT PASS[NG PER+CENT
5lEVE SiZE RETAlNED PASSING SPEC REMRKS
°31q <-44 b . 'T(
! C. `F ~ld -/Q U
75-70
ss ^zs ,
~a 9 J-210 0 . t a
IzD JLla3.q 1 ~ ("G • -7.5- 3.a-7,0 dRY V11'ElGf7IT OF SAMPLE TECHNiCIAN r.c~- 61io~a t~
RY WEIGHT AFTER VYASH /(gW.9 SAMPLE❑ BY ~JA`i NIP.wYC r..a
REVIEWED BY
REMARKS: '
AGRA
Earth & Envirnnmental MAT'EIRIAL TES'T REPQRT
f
~ UgCT iJAME e2, A ~ + S c~ '~r I PRC).J~ No TEST REPQ$7~
~ ~i
LCTCATION pA ! J PAGE
t5 OF
I
?ERMIT kUMBEA
ENGWEER ~
CLIEN7[7F! CriYNER I
i ~
GENEFWL CONTNRCTflR' ARCFiITECT
t-
~ ' • . , ~ FIELD DA'T'A REPt]Fi'TEa BATCH QATA ~
~ SLIPPLIER , MI% Na I qrJ r- I PLANT 1Ja ~ JOH MIDC CEtiiENT TYPE ~
CONCA 'LA ~ v t.t E7E I 7EMP (~9 Fi ~ YIEL(VIJi~ifT ~ ~ pESiGM I ~ ACTiJA~
El oAouT TfME I 7RUCIf Ho I TiCKE-'tJa I 96 AIR ~ SL[JMP I CL]NC ~ AIA f yyEICiHT ~ M1?[ Na
❑ma~AFI 5r: 30 I~5:/,;.g I±P. S131 1 3% I~ I 7 r7 I~r~ 1 CEM LB&
o R-EX REAM5 I ~ I ~ I - I I ~ F ^SH LBs ~ I f
QPRISMS I I i 1 1 1 I C AGG MS ~ I
F-I GROIJTEO I 6E$IGN STRENGTk t Z CJr) o - R51 CAYS C AGG LBS ~ I
❑ tfhlGRd3.fTE0 SLl1MP SPECiFICk71DN5 4OTAL CU Yp5 PLACEf3 Y0.53 jC AGG iBS I I
~ OiHER AIR CONTEId7 SPECIFIGATpF1$ L[]AO $IZE L~ ypg3 ~SANQ I.BS
~H2❑LBS I i I
'PL.ACEMENT•AREA ~ ~AOMq(TIJAES
F] F-oqrirvccs GRias ~ -
• ~ WRLLS 14-rG AIR EDlT I 07JCWT I f
COLUASEYS ~
~ GRME HEAMS IWATEFi RDDE]
~ n EC[ REMARKSI LBS P AT I L65
sr ~
ED PiLIHGS
~y
Q ii _ s, E~G`CT~`Ai~E:
~ErE~[euGE FiEe.a F~EPORr N. `twi
oTrEF~
~a
.~C ~ ~`I
~ [•~F~h- Yyaeyy~_~: y.;
_ iNFORMINC3 ~
SPEGTOR REYIEYYEU BY lJON-CQNFORMIHD
W
~ - ~ -a~w,.-.~ ;4. __-rt e y ~ ~L 1
Ar°~~ ;s^.,~~~ r~" -~z'r-~.•
OATE $PMMAHS CAST I OA'fE SP[CIMAN9 SilSM1TTEIJ
~
' Ul8 SO TEST FIELd RfiE Sig AFiFA WEIGHT M" LQRD 57RENGTH SET LA9 TE$S Ii
Na UATE ~ CI1AIE ~ [DAYS1 I (M I IN) I (LBS] (LB5) [P511 ~ h!o ~ TECFt yEP10D i
I4,d2- l.JR. ~r~l -q5~-.2 4-1 t2- 356-D i l eW 2''~ Cw
I;~t~~ I~ I I I I I I I ❑AASWorM
I[A~~ ~~I I ~ I I I o o~ MW4)
0--c"PRESSIVE
FiFLacuRnL
i I I I ~ ~ I I I 0C40NFOfIMfNG
I I I I ~ 6 ~ - I I I n NomcoNFoRmiNr,
I f i I ~ ~ I I I I
REMARKS
Awewed tyy Date
AGtaa Eero, a EffAmnmomw. fic (Ftar> i 1iaa)
~ AG R A
Earth & JEnVrranmental RVIATERIAL TEST REPORT
IECT NA PROJECT Na ZE3T FlERpRY No
A~~
LOGATI ON DATE PAGE
c L- 17 ` 3 OF 3
f
PERk11T Nt1ME3ER E rL1']i.4._k7C.,~
177c
CLIENT ~OR pWNER I ! I ENGiNEER ~ ~
~EAaC.~ ~ ~ ~315..]$LE~f E
~
GENEAAL CANTRnCTOR `ARGHi7FCT
~E7LC7~ ~
~ FlEl:fl aATA RePa~D BATCtt oAr~a
' i • 'y ' " _
r SUPPLIEFi /Cy(~G I MIX No -7C1t)(_x.r I PLANT Nv JQ8 MiX CEMENTTYPE
~
I
trCANCRETE 1'EMP {4e9 n YfELONNiT R ❑❑ESIGN I~ ACTl1AL
I
❑,GR~ TIHiE I TAUGK h!o I T1CFiET Nu X.AIA I SIUFAP I CONC ~ AIR WEIGHT fMI% ti.. ~ I
~ FAUATAR ~ : B d I 61.3o I 4a33+~.3 5r0 I T, ~CEiwl LBS
~ FCE]C BEAHGS F A5H LBS I I
i ! I I ! I I ~~G ISSI I
~ PRISMS
n GROilTEO DESICiN STRENGTH acoQ pSl C Ap Onvs C AGG E_&S I I
~ 41NGROUTED 58.11MP SPECIFICATIONS C 1 I TOTAL CU YD5 PIACEa 3CO YO53 C AGG LBS I I
❑ OT}[ER ~ AIA CQHTEN'TSPECiRCA71oN5 LOAO SQE ~ dJ Vp53 SANO E..65 ~ I
H2O 1.85 I ~
~+T ADk11k"fi.3RES
_PiACEMEW AREA ` . • ~
. i: . _ . -
~ woTIruGs GaIos I
wn~s ~DeArV►9 ►~]0 oSAJ A3R ENT ~ azrcwr I
~ COLuw€S ~5mf~4R~1~' ~~.AD ALC~ lIL7T~E72SEC?LCke.JS •
~ GRADE BEAMS IYYA7ER,ADOEi7 I ~
~SL-gMECX REMqFKSI BT I LES I A7 I LBS• ~
❑ SLAB - ~
EIPI6]N.~~,S .
} ~
~ t37}iER I AEFEREIVCE FlELO REP4RT No ; 01LL`~MS IHSPEC'T~ AF3E.0
CKCONFOfiMiHfi
. ~l'►rlj.~l f l~ loe) I NON-COHFORMIl4G ~
IHSPEGti QFi - HEYIE'VYED 6Y
~
`i -rr: 9'S"r. _ _ ' •
`oAl'ESPECIhI1M1N5 CAST WE.SPECiMRN5 SLIeMn'I`EQ f 'MST
uts Io I oa~ a~ I mrn l I ~ ~ f~ 6 "IEICIIT 1~s1 I ~ [~eLsg~ 9 ~[~5 g rr I rscH MErxoo
L ~ 6'~C. IZ. L1_ 5~ nsrM c aa
! aS I ~ o~`.~ I I I I ~+4ASFirv,72
I ~ r.y- I 1o25s I~ I I I I I ❑OTWER «f
I I ~ I I I I I 1 ~
I G I I II P~COINPPESS[VE
FLE1CliRAL
I ~ I I ~ I i I I El CC]NFpRMiNG
I I I I I I ~ I ❑WM-CONFORMING
I I I 9 I I I {
REJWlRKS
Reviewed by Date-Jl
[
AGRA EaeCh 6 Eiwinom*aniel. Iw- [Flev. t1i94]
K
*AGRA
Earth & Envrranmenta! QAIL'V' FIELD REPORY
~
PFiQ.JECL IdAME PROJEGT No FiELO REPpRT
~
r3~~
~ti~~.~,~ll~ ~'A ja- ~
DATE PAGE
Ravve" TI ~ aF P
SU[VIMARY QF FIELD CaMPAGTION TESZRESULTS
vnRianvN
FIELD FAaM
❑iSTANCE ^CR1► FIELD FIELD pP'T1MUM PA55
TEgT ELEV BEL❑W FAATL [7ENSfTY lu{OIST CpMp l,AQIST BR
PE$T No. AAE7Hf]0 LQCATIpN (FEET) GRAOE TYPE [FCF] t k) [4by FAIL
p4~.~.tw '~yvt r~Q a+Z~ SQ~~1,~ • C'~ ~a0. ~K.es~ ~r v! fr ~
I Ilj Ile~r.a ~~''~u. o~' r~ I~/G ~43•1 ~
4~c~ la+.-~~ !aC'E• of ~..1 ~ ~ E~►Rr
JQ ~,Ia~ti E 3'A1. o~'r~,~ • jqt.9
we
n w.a&% ~ ur,. lq~r~
41
AJ s's. ~3.1 T7-4
I~..~~ el%m.. 3aw-; ti7S C .ar.L%t., r►-A,. ~ 67--1
~
44 3`5- o r~ ~ . ~ ` ` 1<r3•
~ ~ I$ na ~kir v [ ANt o ~(3' !~I . [r`y° ~Ta.l/1 nyc
1qz.3
rl~ W. o~r L.
5w l(.~ LN+x~ ~ c.w.r~ 50 T'.,,~ R~. ~
-7 0 a.L t . 1Nz9
Sr.a irSt Y~tire.. ►air~.r~ Z a'~1. ~~r ~d~i~ A~~ ~ TLl ~ ~
~T
~$1,0.tA ervev 3a s. v ir Tw,~-o ,ue.
W
~y 3s 4
` ~ ~S~a
~ ~hJ ,l_*+f R~J$+r ~A~'~E ~ s•~'1 • C T~rtp}RM~Y ~`G ~ f~
1-i L.a7 ~
~
PERCENT COMPACTiON BASED ON. SPEC1FlGATIf]N:
El ST,fWQARD PROCTOR ASTM Q 898 ❑ 90% o ess ❑ es% 0 698
❑ MQpIFfED PROC7OR A.iTlN 6 1557 ❑90'96 6 1557 ❑ 80% 0 T557
N)K D7HEfi 1~1 C~ ~ ett► VQT3iER
-J
k1ATEFtIAL REFEREtJCE MATERiRL HfAxIMEIki DRY OPRMUM
TYFE SAAIFLE Fo. [3ESCRtPTIGk OEN51T'P (PM MOIST. (96)
TE5T MJhABER r,~,~
~~nr~sr ~ W~k1)"A 6"y5p
qT a REiESE --1
TEST METHM
QHIfCLEAR (ASTM 42922Y :
SC = SAN7 aOtJE (ASTM 0 1 55S)
GC = DRIVE GYI.IN[7ER (A.aTM 0 2897)
AGRA E&E Field Rep. (Inspais) AGRA E&E Prc:jeci Managsr (lnitials) CnntrWoes Rep. {Initials} Continued ❑
aaRA Fwlh & Fr„bon»enta. Inc, (Rev. z,ae)
1NLANa PAC1F1C ENGIiVEERIIVG - TRA~SMITTAL
707 w. rus aasnue. suoxa 200 spvkane, wA (509)45S-ssC Fax: (5N)455-6afw
TO: Sp❑kane Gaunty Engineering 3e,5
; , •~s; 'F' ' , ~ ~ • ~ ~ x:
1026 W. Braadway .x 4 <<'
; ~ •
Spakane Wa. 99260-0170 ~.PE::C. PArold . C,T4w 9,56-,17, 95618~.`:...
~ trr +ys , , ~k •,y,,~ ~~r
.ttt•
:,i'yf/•,r
ATT'~NTIL]l~: E~d Parry, R.E. ~PR GT; ~A~E: ~ii~rervv~k ~r~ci and,
ns,`
,3r~~~ddW6
, ~ '
~,:r„z{FF ' ' ''f.•4;`\~« ifi'.,te%`''c~~±;Y,,
f '
PRO.]ECT PE-1414~-$9 .E.` .•f ~ ,
4``~~ JJ + ` i• ` i
~ .ti • r i'
Descriptivn:
• Prints 0 Cvpy of Letter [3 Copies of app. plans
• Original arawing 0 Cantract pacumerrts 11
E3 Work Aufhorization 0 arainage Report ■ Rnspectian Reports
Nca. Copres Descrfptivn
55 pages of daily inspection rep❑rts, including svil classificatimn and practor anfa.
- Purpv$e
■ lnformativn 0 Review & Comments 0 Per Yvur Request
❑ Wrfttten Appro►►al 13 Signature & Re#urn ❑
Remarks
- Ed-
As psr Biil Hemmings request, I'hade included copies of all the daify inspection
repvrt to date that 1 ha►►e. Updated 9nspection reports are ssn# out in #he mail on
Mondays by AGRA Earth and Enairanmentai. If you would iike capies of tha mas#
current reparts, t wi[I be happy ta make copies of them when we get them in our
office.
If you need any further iritvrmatian, or har►e any questivns, please let ma knaw.
`t Signed:
Bruce A. Haward, E.I.T.
cc: file
=f A~ RA
Ear#h & Envr"ron,menfal
E 520 Morth FOqthills prida $w~e 6DO
Spokane. Washingt[sn. U S A 98207 i
° r9 (509) 482-0104 Fa~a (509} 482-02t12 LETTER OFT,RA1Y S1IY11 IT1 AL
~ S L I ~ DRTE tce JR6 Np
~o ! A4a...J ~ C t~
ATTEN71pN ~
L&
RE - - -
7~~~ P~-
i .
WE ARE SENDfNG YDl9 F-Attached p Under separate cover via the following Etems:
~~~ort El Prints ❑ Pfans ❑ 3 112° [3isk ❑ j 114" ❑isk
❑ Letter El Shop drawings ❑ SpecificatP4ns ❑
P COPiES ~ OATE NL}_ ~ pESCRIPTIpN C
1 I I ~
I I
THES'€ ARE YRRNSMIY`FED as checked befow,
❑ FQr appraval C] Approved as submi#ted ❑ Resubmit copies fvr approVa!
-FI-For yaur use 0 Approved as noted CI Submit cvpies for distnbutian
❑ AS feqGeSr@d E7 Retumed for cnrrections ❑ Return corrected prints
CJ For reView and commertt O
0 FOR 81D5 DUE 79 ~0 PR1NT5 RETURiVED pFFrR LCIAN T7 ifS
REMARKS
1",-C`'
r~-
r~
r
~~F ull-vt E D
_ S`~~995
- 1.p.'.t,'.. .
COPY 7C]
SlGNED ~
ACsHA EaAh 8 Enwronmerttel, Inc (Rev 71541 .
kw,
~ GRA
Earth & Fndrrorrrnenta! iDA1LY FIELD REPDRT
UEC'r NnMe ~ PAOJEcr Na F[ELO REPORr No
~&c~r..x .~'L-0 4 I
tOCATION ` 6ATE J PACiE
QF ~
ARRIVRL TIARE DAV QF iNEEI(
S5 TAW TF
CIIENT OA pVYA7ER CLIENT OR OWNER'S REFRESF~NTATIVE 7 PHpP4E Mp
~L~ / f IRC_ C~~L
{'rENERRL Cf3NTRRC70R ~ ~~CONTRAGTOq't REPRESEN7ATiVE F PWONE Nn
$U8CQNTAACT(3R Sl16CONTR,AC7O R'S R EPRE SE N TATIVE 1 PHt]NE 7ia
AGRA E8E FIEL R~PRESEN7~+,TIVE A~,Rn ESE PROJEC'~ IvsANAGER
! 1 l. 0 C-(L - - 16 Ae,-kcC.Mo
WEATHEFi EOU3RHlE1VT U5EQ
4~ ~
S]pFAMEiJTS (Descn'ba wwk eornplei2d dur`urg ttee dd3': anY Pngiiems arW ftv sdu[wns]
190-LCUM
AL3D '~IF' C~]Y7~ T7 r..1 r~1 CGJ ~T~~11J l ll7C~ ~ ~'r
~
~u~ . ~:~._er..~~ ' ~~►►.3~ .
~
~
&~QLMSdFicAMP V-4EU,I-7s l~.U~ FaE- awuw~a~~~~.~~3~
~ c'9~1 -r t~~ ~5 ct ~,~lo~ ~s ~Ar ~s]C] 112c~ S~ i.~ cuJE c~ A 5
~qom prmrtcw- 5.t ta± TQ LeFT 16' _ -42.4) ~ F-Rcs,,n PLKa MIJED
SyAM~>,Lc- 'tW el UaPrS TN 5zA
I
r
kGRA E&E Field RepresenfaUve AGRA E&E ProEect Nlanager r ! ~
Cantractors RQpresentatirre Date Ctrnimued G
AGRA Earth & Envirwim9n[el, trkc (Rev 7134)
r' ECEIVED 6£~.~6
farth & Envrr+vnmental n
E 52c~ Nnrth FoathLlls ~nVe. Supte 600 Q~+ 'L+T U 3 1995
Spokane. Was"'ngt°r'. U SA 99207
(sos) aaz-0u'4 Fax asz.a~2 1 p ~
L~T~'~ R~ F T~►~11 S~ 17`"~`►►d11 L
T4 7 /La.,J - !DATE / 0IAC ~Joeruol"-2_1311 I
ATrENTr[uJ
RE
WE ARE SElVDING YC]U R~° Attached 0 Under separate cover via the f❑Ilowing itams:
4-71-Ftepoct Cl Pdnts ❑ Plans 0 3 112' Qisk d 5114° Disk
❑ Letter ❑ Shop drauvings C7 SpeGitications ❑
~ CpPIES I OATE I NO I C1ESC€iIPTION ~
9)6z1~ ~.4~- !d c>~
P F !
I I I
I I I I
~ I I
THESE ARE TRAIVSMITTEp as chec€ced befow:
0 For approvaf Q Approued a5 serbmitted 0 Resubmit capfes fvr approval
9- Far yaur use ❑ Appraved as rtoted ❑ Submit capies for distribution
0 As requested E3 Retumecf For correctinns ❑ Retum corrected prints
0 Far review and comrnent 0
❑FOR BlDS DUE 19 Q PF{IMTS RETUFiNEC3 AFTER LOAN i 0 U5
REMARKS
tG...ld L? c4-, G I..J~
~
cc~PYro si~~u~o
nGR~# Farnsd~ Envirwimenlal. Iric (Red.7R34] .
1~ Z~
INSPECTOR'S -DAILY REPORT
INSPECTOR: PRflJEC7 Na. ; ~6 1 -4
RROJ ECT :
CON7RAC'fvR: _y~`.~..~s:-,~ WORK PERIOD: A.M. P.M.
'WEA7HER A.M. - P.M.: .
VISIT4R5:
MANPOWER AH~ EQUIPMENT
SUPERiNTENDENT: FOREMAN. UPERAT0R5: ~ LABDRERS: Z SURVEYaRS: FLAGh9Ehf:
OTNERS:
EQU I RMENT U5E4: ►4CCOUNT OF VIIORK AND DlSCUSS[ONS
TMFFIG 5TCN5 RND BARRIGRDES CHECKED: A.M. ' P.M.
STREE7S CLQSED; •
T IME : WORK : ~
Z~~
r~~ ~ ~oe~ Z3~ _
e.~7~3 r-ac~ ~c.~'f~i 7.~• , L G[ ~L.~ G~r~tr 1iC.~
-9poirfl-~_
(conti nued on back)
7ESTS:
WORK DELRYS: .
A5 BU I LT NQTES :
CITIZENS CONCERHS: ► .
I9tF,S~i.LTLTYIFROPERTY DAMAGE:
REIfIEWED Bll -PR0JECT ENGINEER CONSTRIfCTIOH ENGINEER:
PAGE 4F UATE:
~(~lZ~
INSPECTOR'S DAILY REPORT
~
IN5PEC3OR: PROJECT iVO. :
PROJfCT:
CONTRACTi]R: WORIC PERIOD: __~5 A.M. R.M.
WEA7HER R.M, P.M.:
vIstTaRs: ' -
M►QINPOWER AND EQUlPMENT
sl1PERINTENflEHT: i FvREM4N: _
UPERATORS: ~ LABDRERS; z SURVEY4RS: FLAG~EN:
OTHFRS:
EQUTPIHENT 115ED:
ACCC]UNT OF 11V'ORK AND aISCUSSIONS
TUFFIC SIGNS AND BARRiCADES CHECICED: A,M, p,m,
STREETS CLOSED:
T IME : WORK
~
"'l~ ~ .~„+~rf~11#~r.~ . i~-~ ~a.7 ~a~sr~✓~ ~,..~57)7~.t~r►a1E~
_~ane~ ~x1' wf~s.-!~ ~.S[~ ,.4-c.~ . ~y ~ • 5 sa~,
,~~s►.1c.-~ eTNIS ,/A'3~a~~.r~-r7a~i
(continued on back)
rEsrs :
WORK DELRYS:
AS BU I L7 N4]TES :
CiTIZENS CfiNCERNS: ► _
IrTTLILTYfPROPERTY C]A14AGE:
■
REVIEWED Blf - PROJEGl' EHGIHFER CaHSyRUCTI[JN EHGINEER:
PAG E OF DATE :
2 "r ;3~
INSPECTOR'S DAILY REPORT
~
INSPECTOR: PROJECT NQ.: ~'i,-.V-a/7
PROJ EC7 :
CQNTRACT[1R: WORK PERTOD: 4:;;;4~ca A.M. G?.~n P.M.
WEATHER A.M. ; P.M. :
VISIYQRS. r /
AAANPC3WER AN[] EOUIPIV~ENT
SIJPERIHTEhDENT: FaREMl4N:
OPERATORS: LABORERS: ~ SLdRVEYQRS: FLAGMEN:
DTNERS:
EQIIIPMEN7 USED:
AC4OUNT VF ■rORK NND DISCU.7SIONa7
TUFFIC 5IGN5 AND BARRTCADES CHECkED: A.M. P.M.
STREETS CLOSEQ:
T I M£ : _ WO RK :
~,r~~"rI ar~Y",►X n~'" y~~r~.~ ~ivc° rssc/ ,~il~+a9~r-.r .-7.
-Ale ' .l ~ ~ • I,~ ~ r ~
l7iY] ~r .r.s., ~ r a,~ sr•7.~yli i o,~i r ~fa gr~^ ~ ~,g,r , ~ln6
~1~1 ~ ~1*~~".~~~i~ ~+'.~l' 4/ :r Grlo~~f' ~ '~f~e dCr.rJ~rx ~n~/ ~tr~.rl,r~..f.r,~
~1 E~~i.r•~iY~ ~~~l~'J~--~ ~ ~ -~►~ir3ISM~i'a.~~l~P.lYfP~►" ~7 '~eTS ~G~ GLl~.f ,pe a r!C)
e~l co ~a~,3::~,F ~~i~
~
/ J
p'~r.s.,nri tr.>.~ tf~i~•~~1~ ~!a~~/ rr~~ ~~s- ~~p~ (CQntIYIUed 011 baCk)
TESTS:
WURK DELAYS:
A5 BlJ I L7 NOTES :
CTTTlEiVS CONCERNS: "T I i.I LTY,IPR4PER1'Y QAMAGE:
i
REVIEWED BY - PROJECT ENGIN£ER CONSTRUGTION ENGINEER:
PAGE DF DATE: 1 12~;I r~
~~G~
IGluv~ (o
INSPECTOR'S DAILY REPORT
~
IhESPECTOR: PRf].}ECT lVO.: 5's"~/,' PR(].]EGT :
CONTRACTdR: WORK PERIOQ. CCr3 ~c~ A.M. P.M.
r -
WERTHER A.M. : P.M.:
f r ~
VISITORS:
MANPOWER AND EQuIPMENT
Sl1PERiNTENDENT: Fi]REMAN:
(]PERAT(1R5: LABDRERS: SURVEYORS: FLRGMEN: '
OTNERS:
EQ41iPMEN7 USED:
- ACCOUNT OF 11VORK AND DISCLlSS1ONS
TRAFFIC SIGNS RHD BARRICAdES GHECKEa: A.Nl. P.M.
STREEZS CLOSED:
TIME: WfIRK: ~.a r /6 d-, ~`c ' yr-;V. ~~~~f ~n
~~~t~Q ~ nS'JZ~_y~`~.`lr~rf~~"~ ~A/Y d]Pirs rr1l~Y /~J 5ffi~ !~s"1 ~ lf'Jt~/l~n~G
~ -
~i/~~~~ ~~a ~`r o~/~ .•,~~~~.u~ d.~.~~ (continued on bacic)
TESTS: `WORK DELAYS:
RS BUI LT HOTES :
CITITENS CONCERNS: ►
-ILTILILTY/PROPERTY aAMRGE:
- REVPEWED BY - PRO.IECT EN~INEER CONS7RGCFI4N ENGIHEER:
PAGE oF QaTE: ~ ee; r
INSPECTOR'S DAILY REPORT
~
TNSPECTOR: X~arrMr~ ~Y''/,•/% PROJECT HO.: Z
PROJEGT: z'x`
CONTRACTOR: WORK PERI(]D: ~ A.M. e;' P.m.
WEATHER A.M. P.M.
VISITORS:
MANPOWER AND EQUIPMENT
SUPERINTENDENT: c;7n.~ ~r~rcT~rl~r FDREMAN: r
OPERATQRS : ~ LRBORERS : ~ 5f1RVEYORS : FLAGMEN;
OTHERS:
EQUIRMENT U5ED: k,'o.~..~~-
ACCOUNT OF WORK AND DISCUSSIONS
TRAFFIC 5IGNS AND BARRiCADES CHECKED: A.M. P.M.
STREET5 CL4SED:
TTME: WURK; 77o
~~`l'.~ A/t, !~i ei7f"~` ~✓.D_ /7' 1~I~iG ~~fG'° ~ I.d-121fl f-
' / I % J
Isz
J1 ~~lG~ r~ ..~r~~ r~,r7^,.rJ~~~Q~ ~1~r1`i¢•~ . .~fr~ ~~.e r'~~ `
~✓.rr~A /}~r9/,~'Ccrsl~G~S ~,ri_Y/rl s r.~ ~?.~G.~vr4r„~s . T
.6 l711 1- ~A r7~
(continued ❑n bac1c)
TEST5:
WDRK DELAYS:
A5 BUTLT N4TE5:
CiTiZENS CQNCERHS: .
"TiLILTY/PROPERTY DAMAGE:
i
REVIEWED BY - PROJECT ENGIHEER CONSTRUCTION EHCINEER. -
FAGE OF DATF:
2,4
INSPECTOR'S DAILY REPORT
INSPECTQR: PROJECT NO.:
I
PRQJECT : ►~.s t r~~I,r~C ~,-nr' .,4dr~'. `~ir~.a
CONTRACTOR: WORK PERiOD: A.M. P.M.
WERTHER A.M.: P.M.:
VZSITaRS: r ~
MANPOWER AND EQUIPMENT
SUPERINTENDEP: FUREMAN: _
OP€ItRTORS: 7- LABORERS: ~ SURVEY0R5: FLAGMEh:
OTHERS :
EQU I PMENT l15 ED :
AC`iOVi■T OF ►r ORK AND Ir~~SCUSSIO1■S
TUFFIC SIGNS AND BARRICRpES CHECKEI]: R.M. P.m.
S7REETS CLOSED:
T I ME : WORK:
P~' ~c7 _ar~rt~ ~~rr~ s•. f~~- cr C ~~r~~~s- i'~i -r~~~~r ~.•~.aPr l ~1' ~r~,~~c~,
77,,
`~Jr~%~~~'7SnI~ fn~
I~gTJ, i~ ~ ~~i'J""c7 ~i~fJ~ .~Om 7~/'l ~ ~ tr.ra•~~.~~- ~Y CLE r drl
Ac► (cflnt1nuEd on back)
TES7S; • •
Wt3RK DELAlfS:
AS BUILT NaTES:
CITTTEIVS CONCERN5: _
UTILILTY/PRQP~RTY DRMAGE:
REYIEWED BY - PROJECT '£NGINEER CONSYRUCTION ENGINEER:
PAGE OF UATE
c~E~
INS CTOR'S DAILY REPORT
.
INSPECTaR: PR{IJECT ND.:
PR6J ECT : ~c''
CONTRACTOR: WORK PERIOD: A.M. P.m.
WEA7HER A.M.: P.M.:
VISITi}RS:
MANPOWER AND EQUIPMENT
SUPERINTfNDENT: &,wFOREMAN;
OPERA7ORS ; LABORERS ; SURVEYQRS : FL.RGMEN:
OTNERS:
EQUIPMENT USED: -
ACCC]UNT C]F WC]RK AND QISCUSSIONS
TRRFFIG SIGNS AND BARRICRDES CNECKED: A.M. P.M.
STREETS CL(1SED:
T IME : Wf7RK ;
' r
- (contianued on back)
ZE5T5:
WQRK DELAYS:
A5 BUT LT HOTES:
CIYIrEHS CONCERN5: . .
t'TILILTVPR4PERTY pAMAGE:
i
REViEWEQ BY - PROJECT ENGFNEER CONSTRGCTIOH EHGINEER:
PAGE OF DATE
INSPECTOR'S DAILY REPORT
I Ed S P E C TQ R: P Rfl.3 EC T NO.
PR0.3ECT:
CaNTRRC70R: WORK PERIOD: A.M. P.M.
NfEI"IYHCR A.M.. ~/i7rJ~iI '~^6-~d PeM•• CAC./6
V I5 I TaRS : ~ -
MANPOWER AND EQUIPMLNT
5UPERINTENDENT: F.TJ.:~ FOREMAN:
QPERATORS: ~ LABaRERS: ~ 5llRVEYQRS: FLRGMEN:
O7HfRS:
EQUIPhiENT USED:
ACCOUNT OF WORK AND aISCUS.C7IONS
TUFFIC SIGNS A1VQ BARRICAtiES CHECKED: A.M. P.M.
STREETS GLOSED:
i'IME: WORK: e9 ',A 7r~~••~
s~'r.r~~~
.r'lf'1 ~s~iean ~ir►~C~./. _ ~f~~ /rr r~~e,~6/c
i
~
r`•~•~~~~~~~l.~~i~ .~.~f~~n (continued an back)
TE575:
WQRK DELAYS:
AS BU I LT h[O7ES : ` ' -
CIYIZEiVS CONCERNS: UT i L I LT1'/PR4PERTY DAMAGE:
REVIEWED BY - PRDJEC7 ENGTNEER CONSTRUCTION fNGINEER:
PAG E 0F DAT E:
7-%
*AGRA
Earth & Endrranrnental Q►AIIL1C FlEL[3 REPDRT
Yr[CTJEGT fipM4E PRp.JECT No FEELQ REPpRT fYa
00
! c ~ v° ~r~drrr o►~ ' rQ -l3t~ 0.2
LOCATIOid ' pATE PhGE
ARRIVIYL TIME QAY pF WEE!(
~ S 5 M'T WMF
CuEnlL OR DWWER CLIENT pA pwEdER'S REPRESEfY7Rl1VE ] PHONE hao
L~ &.L.LCz- I~
GENERAL CC7NTFi,4CTpR CONTRAGTOFI'$ AEpRESENTATIVE 1 PHQNE No
SLlBC76MiiACTpF4 5118CAN'FRAC`I'ClA'S AEPRESEP1TA71VE 1 PHONE Hp
AGRA E$E FIELp REPR ENYATIVE AGRA E&E'F'ROJEC7 MANAGER do►uaE
''nVE°'TMER EQUiPMEur usEo
, • -
CAMMENTS (Dascxftre wark mnpeoed detrNg fha day, a^3' Rrobhe= ~+tl tTteu sdutlart,s)
[TN A=P JW!1! AL3C-_
r~j r .5L7L G.-5 c7►V
B4e£frrc,_ =cc .4 5a477RASd4e-7c7~erf ~~DECJ
(
_>.~i4Zn Os,6 Ar 5'ttk 10 OCA1n AJc.u.J,7 -rd _ 14r-T--Y
IGRA E&E F"reld Representative F i ACiFL4 ESE Project dVlanager ~
- ~
Contractors Representabvo Date-q&~~16% C.vntinusd
ncAa Ea,g, a Environmentai. rrc. (Rev rraa)
_
INSPECTOR'S.. DAILY REPORT
-
- - ,
INSPECTaR: PROJECT NQ.:
PRDJ E C T:
CONTRACTOR: WORK PERIOQ: A.M. P.M.
WEATHER A.M.: P,N4.:
VI5I7f]R5:
IVIANPOWER ,►4ND EOUIPMENT
SUPERINTENDENT: ~1.- FpREM4N: OPERATORS : LABOR'ERS: SURVEYORS: FLAGMEN:
OTHERS:
EQLi T Ph1ENT USEL] r
A4COUNT OF WOR'~ DISCUSSIONS
TUFFIC SIGNS ANf] BRRRICADES CHECICED: R.M. P.M.
STREETS CLOSEQ:
TTME ; WQRK: ~..~•n~,'fe_~ ~i~r.. e.v/
/I.l'1J ~,trcG L/ir.s r.5li 6 rJ_~ Cd s..a
720 ~If~ 3 ~ra ~i~~r-~c?a,~r~ ~rca~
(cantinued on back)
7E5TS :
WORK DELAYS:
RS BUi LT NOTFS : _
CITI2EN5 CONCERNS: . .
tIrTCTLTY/PRORERTY DAMAGE:
~r
REVIEWED SY - PROJECT ENGINEER CONSTRl1CTIDH EHGINEER:
PAGE OF f]AYE:~
INSPECTOR'SDAIL'~ REPORT
.
FiVSPECTOR: PROJECT NO.:
PROJECj.
COHTRI'lCTOR: W0RK PERTOD: A.M. P.M.
- ~ .
WEATHER A,M.: P.M.:
VTSITQRS:
~~NPOWER AND EQUIPMEN7
5UPERINTENDENT: T,4r.~ &6~1 oenfl-,l FOREMRN:
OPERAYORS: z LA6ORER5: ~ SIJRVEY0R5: FLAGMEN:
OTHERS;
EQllIPMEN7 USED:
ACCOUNT OF WORK AND [3ISCUSSI+DNS
TRAFFIC 5IGN5 AND BARRIGADES CHECKED: A.M. P.M.
STREfTS CLOSEQ: TIME: waRK: ,rZs
-4-44,
~ nr➢n ~ ~u ►-e _ /~~r+~ ~'.*~r~s~,r r.rr~ l~~L ~ 3~ `.~~rr, ,.'7{ ~~~r
e.L,~ 144. (cantinued an back)
TES7S:
WORK DELAYS:
A5 BU I LT N4TES :
CiTTZEHS CvNCERNS: t
I]TILILTY/PROPERTY DAMAGE:
i
REVIEWEQ 8Y - PRDJECT ENGIhfEER CONSTRIJCTIaN ENGIHEER:
PAGE dF QArE:
"
A+G R A
Earth & Envirnnmentaf DAILY FIELD REPORI
PRS?,lECT hlANlE
PRQ.IECT No FiELO REPOR7 No
Zo,oe-4• ~.r?r e- `0 Ab11 E,7x 6 e.1 tg 3
LOGkTlaN M23 PA("iE
~"~-3 ~ . toF
-RIVIL F7AY OF WEEK
~a~AFTCSRQWi~ER ~ +e7s.~8 S S M T IN 7~F
CLIEl+fT 6R OWidEA'S kEPRE$EIJ fA71VE I PH(1NE No
l.l~1eE1,Z,P'a Wr,i 1~r s_"t..,
GEAIERAL CONTRACYDFi ( CON7F{AC7DA'S REPHESENTATIVE ! Fli6NE No
SUSGDR7rRdC70R Slf@C¢NTF{ACTCDA"5 REPFdESENTATIYE 1 PHCNVE No
AGRq E&E FIEl.D AEPAESEMA7IVE AaF1A E3E PAC.IECT MAHkC3EFi
liou~s
+uEanHER ~QUsPkErrr usEa~~.rC 69a.~ ~ ~ 0~]xf, sbZb'7~
~ora.'~,oex. _ A4Cr~ Jr13 ~,~~a!
+
CC1MAQEM'TS (00=rba awxk o9mpletad [tuft fYq A3y; snY Problert{s and ihe+r sduElons} _
_ Aaetc?,~ aJ NiLtP `te C*~~r2~E'_ --AlJb V&ELL,~i..~ :?ra'± 2~' (~ic ~ ea.-~ G~- ~l9G~ FL LC
~
'igxL- '~S►4 +~i -Yet-] cm- .19e_ut CjeS AA2oc- 7avv n r A►,-)A
~!~••v ~y 5~fcr G ~t~1C'~G7 A&J3 Aczccn &1tJ 7l1r-' r~~A Ltr?'
Pbe- S[°A Y4164- 9,4 e ~A.7~"t iV u.~L 1~ ~Ix] ~ i~ ~ }7'p- ~ y1~1~ 7C c~ r .~~l.d{A} ~+EF .
s~~c t445 &Q,--YJ
~ AAO ►2o~c..~~~ ~e .~Fr
fdaL :Srq 0 V7 +Vy ,Q~~,errx
~L`1 ~'t! 17Ac7['~{~ A + ►+n_ + ] L, rs L r ~~K 1 l~.~ ~t3 r'r l.lp~+-f
~..30 $
~ r
'~taTt~~~ 1~~,, 1~~ - ► t~ t~'t~ .
l E&E Fietd Rsptesenta6ae ~~t AGFtA E8E Prqect Manager.
i
C,ontracCoPs Fiepresenistive Date LAQ?X9
Cvnlinued
nGRe, Ferlb a Erni°, .,W, inc. (AY r,Sa) -
aG R a
rar4h & Envrronrne►rtal DAIL'I( FIELD RERORT
PROJEGT NAME PRWECT fdU IFIELS] REPOFt7 No
J' A17a-,L1`Co►3 I fr~`13(1 0~/
LOC'.ATSQN " QATE PAGE
■ ~ OF ■ ,
~ ARRIVAL YI7~E pAY pF WEE
(!)51ViYWTF
CLIENT QR tJyYidEFI CAIEIYf i3H OWI+lER'S REPAESEWTATIVE 1 PHpPiE H6
~
)r3, l C'U
E`aENERAI. CCINT CTOR • COMTRI4CTE7R'S RERRE$ENTATiVE ! RHt3NE Nn
SLlBCONTRAGTUA Sl16CpNTRAGTl7R'$ R[EPRE$EW7ATIVE 1?HpNE A!o ACaRA E8E FfELD REPRES NTqPIVE AGRA ESE PRO.IECT MAFIAGER
- - ~
WEATHER + EQUIPMENf 115E❑
D6MMEPfiS ([3esortb0 wOrtc Mnoaisd durlrV Shg cla}, enY PMtkfft9 8nd 1Nir SduUate) - -
14►J❑ UwuF ~
Fi t l .~gl t ~2 ~4~RJ tZ"¢~' ►~s~~_.~E'~P ~1.4~~fi] ~l~ ~ 12V [ C~'~ l~.3 bC ,rlJ A
Al 1F
[1 os 1'tti
I q7, q -SO+s.`r~H
~ r r ~r ~r ~-„~33 ~C) f ~7 ~ c_~,~r~ ~ ~ o2C~c] `
~ ~ ~.t 1 .~-~rE _ e.[r~3~`' ~ ~ c~~aT ~.7~
AGRA E&E ield Rspresentatiwe ~ x~~'~, A4'aR4 E8E Project Manager
Cantrac3ors Represerstat►ve Date~..(~~ Cantinued C7
AGRA Eenh & Frrvirunmerdsl, 1i+c. [Rer. ]164}
*Ar3Ra
Eart'h & Environmenfa! a,q►ILY FILLD REpORT
rHLaJECT NnME~~ ~ PROJEC7 No FtEtO FiEPQF7 No
I~J~.~,4►..~ n`~'~ ~ G l 1"7 a-1a 11 4015
LOCATdi}Fd pR7E PAGE
I4)/o ~ 1C?5 QF f
naRiVru riME oar vF wEeK
SOM T W T F
GLlENTDR 6WNER CLIENT OR CfYYkEH'S FiEPRESENTATeVE ] PNflNE No
~ ~ u
GENERAL C~"31JTRAGTp r,J COEVTRAGTDR'S REPAESENTATIVE 1 PWC]NE ND
SUBCOkITWAGTZIR ~ SUOCOMTF4AC7f3F4"S JiEPFiFSENTkiIVE 1 PHDNE No
ACrRA E&E FIELO REPRE$E ATIVE RGqA E&E PRDJECT NGIIJRGEFI
U.~ l u--, Z ;?-r~
wrEaarEe~ q1 E~OL[PMENi° USED 'S~ CFti . '
~ n. r=.-)
COMME►di$ (Oescnba+vvorc cansplgted Cvnxg 11m daY anY probbms errd thelr salutkns)
- ,
~a
-eAqQ,-k F4..( -iaLL-5 Qa~?
4-f'`l~`3~
-2u. .L~O~ ~ Q &ZQ:0-k AL)p mu-714 fz~-~5D3R. 4aj 3 (D z~i' ~
,
ti F pen4n2 _i_11;r-~
C"r~~ l~1 ~ i~``~ ~►P►t_]L►~t Lt_„~ ~'~1L~-~ `tin_ Vi-t oAc- {.-i F•%+d~]
AO kLL&3n,)l" e~ IM4~r
AT A~~ r~ ~ Z~. ' • ~
~
~~C-+-~-~ ~1 -
AGEL4 E&E Field itspresentati+res AGRA E&E Prnject Manager ~
t
C.antractoes RepresentatiVe pate -14"d A`A-5- CQrstinued
ncFLn Earn, a errAmmentK €m (Rev. T,ea)
L~ 1~' \
INSPECTOR'S ' DAILY REPORT
I~[SPECTOR: L7,v-, ~j.://r PROJECZ Nfl.:
PRQJECT: r 0'irar -xt1&
CONTRACTDR: WORK PERIDD: A.M. P.M.
WEAZHER A.M. : P.M.:
VISITDRS:
IVIANPt3WER AND EQU1PllllENT
Sf1PERINTEHDENT: FOREHIAH: QPER4TOR5: LABORERS: SURVEY4R5: FLRGMEN:
DTHERS:
EQU I PMENT US ED:~r''°' r.r e-Z C- 211r6'' G'~~ ,r.i~ .•~y ~ clrl
/l~Inrr~¢~v~~,~f► ~ ~.:II r~r~e~ ~rr /~c~ r.r l~'d - ~ ~
/
ACCOUNT OF 1AiC]RK AAlD DI~CUSSIC3NS
TRAFFIC SIGHS AND BRRRIGADES CHECKED: A.M. P.M.
STREETS CLQSED:
T I M E : WflRK : - )
, ~~c ~,:~.d ~ '~r. ~ .~►7. ~~,s~~~ ~~s
r I/ ~
-z,v
.3~y.r ~ ~.s~s~~~R~l~ ~rrQ~ ~i Os, ~~o ~ - ~!'~i~ ~
~"r3 I,,; C d~,sP~- ~i~~ r.r~9[[. .~~~~]°i'..~~ rGrtlJ GI,~S c►.-~'! ]~P
.~eril7t~
x2-
(continued on back)
TESTS:
WORk DELAYS:
A5 B[l i LT NOTES:
~ITI2EN5 CUNCERHS: ►
l]TILII.TY/PROPERTY DAMAGE:
RE1fIEWED BY - PROJECT EPfGIH£ER C[}NSTRL1CTION ENGINEER:
PAGE OF DATE: 1'~.~---
c
INSPECTOR'S, DAILY REPORT
a
I~15PEC~DR: PROJ ECT NO r~~
PROJECT: .~.;.e~-z~t/,~ ~r~ ~e~• ~a•,
CONTRACT4R: WORK PERIOD: A.M. P.M.
WEATHER AI.M.: P.M.:
VISITORS: f
~~UIPMENT
Sl1PERINTEHDENT: F[]REMAN:
, -
OPERAI'OR5 : LABaRERS: 5UR11EY4R5: FLAGMEN :
C1TH ERS :
EQU I PMENT LlSED:
A'44OUNT OF WVRK AND DISL~SSIV~S
TRAFFIC SIGNS AND BARRICADES CHECKE'D: A.M. P.M.
STREETS CL45ED:
T IMF : WORK:
. .J - ,
~rJ~ I'a'H i l17~F`~ T/l4 ,~'JrT ~sG-T.'//! ~ JJL~ ~A~7l.dry~~'/~17 G7 ~TTIi .~1.clL~y'
~ {Y r
Q74,
~,esra7~P_XGf 191
' sx/e~R.~L r~S~A~fefTi'~✓7 .rl7p£/ ~rlJ~L9.~ r~ (ConLinUeII on 4lCZck)
TESl`5: ~
WORK DELAYS:
AS BUI LY NOTES :
CITiZEN5 CUNCERNS: .
d1YILILTY/PROPERTY aAMAGE:
i
REV I E4fED BY - PROJECT ENG INEER CONSTRUCTIOH ENGIHEER:
PAGE iJF DATE: ,o
~~SPECTOR9S DAILY REPORT
■ _
INSPECT(lR: PROJECT NO.: ~;~-c_-•~
PROJ ECT :
CONTRACTDR: W(IRK PERIOD: 7 A.M. ~ P.M.
WEATHER A.M. : P.M.
YISITgRS:
MANPO►AIER AND EOUIPIVIENT
SUPERIHTENDENT: FOREMAN:
OPERRTORS: ~ LAEORERS: Si1RVEYORS: FLAGMEN:
QTHERS :
EQU I PMEiVT USED:
~ Z?---T C'rj~. ~ ~~✓./c.~ . fr_.'.i-~QC~- F. ~ ~ f..s~.--~ h~~ r_ :~r.~~-T.
/
A~~~~~T OF WORK AND DISCUSSIC]NS
TU'FFIC SIGN5 AND BARRTCADES CFIECKED: A.M. P.M.
STREETS CLaSED:
TIME: WORK : .:7rS f?? -7.'n'a oZ e 1.'tz~ rrrrl9_
/id .4°~r.~rr •fc~vTfa .~]~~/l~i'/~ ~a~
,~Xs7~"Y d~ /d " .~e3C~- r~ /y ~.r~ti~ Lr_s•a Y~-~S+..s / ~~G.:.ra
rcll..~~iira~ ~'.ss ~ ~-.nI1~- ~ r ~l' •rr ~ ~'~~~c~ ~i ~.w~ ~r/"~s~'
- • , ~ - ~
(cantinued on back)
TESTS:
WQRK DELAYS:
A5 BUTLT NOdES: -
CITTZENS CONCERNS: .
F'YIL T LTY/PROPERTY DAMAGE :
i
REVIEWED BY - PROJECT EHGdNEER CONST'RUCTIQIV ENGTNEER:
PAGE OF DATE: lD 3 1 F,s'`
7Z~cr 4►~
INSPECTOR'S -DAILY REPORT
~
tNSPEcTaR: .~~rsf PRaJECT No.
PR4,]f~CT: ~,~rr~~.~
CON7RACTOR: WORK PERI4D: A.M. P.M.
WEATHER A.M. : P.M.
ViSITORS: -
MANpOWER AND E'~~~PMENT
SUPERINTENpENT; .Z__kffl_) FDREMAN:
4PERa0.TOR5: ~ LABORERS: 5UR11EY0R5: FLAGMEN:
OTHERS:
EQUIPMENT USfd: lrr 7'.~ -
~
ACCOV NT OF WORK AND DI:7CUSSIVNS
TRAFFIC 5IGN5 AND BARRICADES CHECKEO: A.m, P.M.
STREE35 CLOSED:
TIME: WORK: c~i! .i~~ .lr?`I. //.'°d.Y7 r~i✓~ ~~Gt' ~1Tii~ .~'s"" ~~li~J_
'i /I!A ~.T.rS~T~~. Y Jn~lra/✓Q~ E7 P" ,~,/Q ~~+,rC4t?~~" ~rar►' ~1~ i~
~!i~! r / I
~t d • ~G~ l~~GC,F~ Y rG1esrw
(cantinued on back)
TE5T5:
WORK DELAYS:
A5 BUILT N4TE5:
CITI2ENS COHCEFtNS: f
UTiLILZY/PROPER7Y DRMAGE:
~
REVIEWEQ 6Y - PRaJECT ENGFNEER G4NSTRUCTI4N ENGIHEER:
PAGE OF DATE: I-7~
h~~ to ~ ~q
INSPECTOR'S, DAILY REPORT
IidSRECTQR: PRO.]ECT N(].:
~
PRO.] ECT :
C{JNTRACTOR: WORK PERIOD: ~ A.M, ~ P.M.
WEATHER A.M. : ~,/o P.M. :
YISITORS:
MA~~~~~~ EOUIPMENT
SIJPERINTENDENT: F(]REMRN:
OPERATDRS: LABDRERS: Sl1RVEYORS: FLAGMEN:
oTHERs :
EQEJ TPMEH7 US ED :-45'"
_ ACCC]U~T OF INC]RK ANa DISCdJSSlONS
TUFFiC SIGNS AND BAkRICADES CHECKEa: A.M. P.M.
STRFETS CLOSED:
TIME• WORR • ~i✓}' TF74 / J~J xJ~~~~ ~Q~ f~ , /i9O ~~i.+."f`'i+r1l~` ~E9i~ J~N. FTi1/IC~
~ ✓ / r /
~►%~i ~r] ,/~fFr.'r h > D ~~T"r►. f~s~ ~ ..y~,
.~.'e.cr ~o.~-, /~7.~ . T~,~J.°-.~.~ •~iar~~ r~.~ ~~r ~ir.~ J,
~l ~~L 7~d ~~7l,~ Gllr` l ~JddGf f- .rira~ ` .r1f/3 d ~Cif~r ~3~i~7oif
t
( cant i n u ed a n'b a e k)
TE5'f5:
WORK DELAYS:
AS BLl i LT NOTES :
CITTrERfS CaNCERN5: ►
47TILILTVPROPER`6Y DAMAGE:
R£YIfWED BY - PRQJECT ENGTHEER CDNSTRl1GTI0N ENGINEER:
PAGE OF DATE: f~ I,Z~
r` °
*AGRA
,Earth & Envr"ronmen#a1 ~ ~ ~ ~
E 52Q Nmrth Fc~atFsiils Qnve, Suite 600 RE'6~
Spokane, Washfngton, dJ 5 A 99207 LETTE R~~ TF~AN S~![ I~~IL
TpI (~9) 482-~] 104 Fa~c (~9) 482-0202 Gl.~ T 1 1i 197.7
I.P.E.C.
TQ ~fT.-j ~ IdATE er C~ JOB ~IJQ ~I ~ 7~YE ~ ~ (o t~ nrrEtirIvn~~~A ` C.l~
L I
Iml ~~Cb
AE /
~
WE AFiE SENDING YOU L4-Attached ❑Under separate cauer +via the folEowirag iterrts:
-l?f` Report El Prints ❑ Pfans ❑ 3 112' Disk Ci 5 114" Disk
Q Letter ❑ 5hop drawings C] Speci#icatiaras C!
COPIES ~ATE 1 NO ~ DESGRIPTIL)N
:F,+-U inG~33/6 ?
p ~ I - - - _ -
I I I
I r
TMESE ARE TAANSMI7TED as checked belaw:
❑For apprvvaf ` ❑ Approaed as submitted 0 Resubmit copies ivr appraval
ff Far your ~~e El Appraved as noted ❑ 5ubmit capies for distnbufimn
❑ As requested ❑ Retumed for corrections 17 AQturn cocrected prints
El Far rerriew and oomment Q
0 FOR BIDS bUE 19 ❑PRINTS RETUFiNEQ AFTER LOAAf TO US
REMARKS
(fr
--d~ ~w~` ~i r~a.r~~.].~••-lr~'re~~, - -
CDPY TC] SIGNED ~
AGRA Earth 8 Flivlmnm9rdal, InC (Rav 7I94} ~
V U
*AGRA
Ear#h & Environmental DAILII FIECC! REPOFtT
DJECT NAME PiiQ1EGT A1a FIE[~] REFsC1RT NO
~!~'_r'l~~i]`4Uf ~ La2`131,i 1 o(ts
LOCATIpiJ CiATE PAGE
l l~ S 115l aF {
aRRivnL rfMt, oav QF wEex
a S S M TW(f'~
C1.lEAlT pR DWNER CLIEMT OFi OWkEFt'5 AEPRESEMTA73VE! RkQNE Nt]
~N ~.TipFs33 ~ L
GENERAI_ F`if3NT5iACYOFr I CpNTRACTCJR'S REPRESENTATIVE 1 PHONE Ho
SU$GOMTFIAC7pR &l1BCONTRACYLIR'S HEPFiESENTATiVE 1 PHOME No
1iGRA~.EBE F_IELD REPRESE~TYtTEVE 0.G~ROJEC+~4('aEMA ~
~m
WER7k[ER EQLpPMEN'f USED -
COM&sEroTS (Descrrhe wOrtc oonWered aurxg tFO day, 8ry vrubkms and Mfr sduions)
C]h.) $1 'T Z' f7to
04V.]A ~
~~'t • ^ q~~ A~~~ L.1~CiL,~fLt
-BiED3
.
~ ~dDr~nt~ ~`7~ I~~ ~ ~IP i` r~~~Tt ~L►iL , F~
. ~
RGRA E&E Feld RepresentaGde WGFV4 E&E Project Manager
~
ContracWs Reprasentadve Date CQnUnued 0
AGRn Earm a Envftrurental, iric (Rev 7194)
11i
INSPECTOR'S DAILY REPORT i.
IiVSPECTOR: il~f~.1sPROJECT NO.:
PRO.] EC7 : ~',i.•~~., o.,~,f'- .sr,,~,~
GONTRACTOR: WORK PERIQD: A.M. P.M.
WEaTHER A.M.: P.M..
VFSITORS:
NIANPOWER AND EOU1RMENT
. SUPERIIVTENDENT: FOREMAN; OPER4TOR5: ,S- LA6ORER5: ~ Sl1RYEY0R5: FLAGMEN:
OTHERS.
EQU IPMENT U5 ED :
,
ACCOUN7' OF 'VW1ORK AND -QISCUSSIONa
TUFFiC SIGNS AND BARRICAD'ES CHECKEO: A.M. P.M.
STREETS CL05ED:
T I M E; W(]RK: ~ v_ o .~_~.~~o Fr~.a . s.,., ~
r ri7iA3 r w /!c.-• ~x]~~1 1/rA.r
c YC
,11-.~ -044;~r
.r_? ~.O I ! •''-i77 a ia f~YJrr
7e.r~
J /l~ CIJ~~l:~~~'I~l^ c~ ✓.T 'T'il~`~ /rJ.~rt~r~' s ~Il.f'~Cr~~ 7~.rl.~ ~Q
{canti nued nn back}
TESTS: -
WURK DELAYS;
RS BUiLT NOTE5:
CITiZENS C4NCERHS: IrTILILTY/PROPERTY DAh1AAGE:
REIIIEWED 6Y - PROJECT EHGTNEER CONS7RllCl'IQH ENGIHEER:
PRGE OF DATE: A5~1 a
~r.'
,
=FAG R A,
Earth & EnVrronmental DAILY FIEL,D REP(3RT
OJECT NAedlE PAO.IECT Na FiELp #iEPpR7 Na
&Ab
LCCATION ~ pATE PaGE
OF ~
ARRIVAL TIAAE OAY OF WEEK
fc) [fS- SSMTWTiff),
CLIENT pR pWWER CLIEPdT UR t]WNER"S FiEPAESENTATIVE ]PHOPIE Np
~~~4•~ C ~„i~ 1
GENERRLCI']NT RAG
COhITRACTVR'S REPRESENTATIVE 1 PHaNE No
SUSCJQNTAACTpA SUBCANTRACTQR'S REPRESENTATIVEIPNaNE No
AGRA E&E FIELD FlEPRESEIJTA7IVE RGi7A E6E PRpJEGT MakAGER
WEA7N[ER~~ EOlliPMENT LJSECr [,r J4T 23S`C_ W.1 JN~~g F~~C7•[
~ LUX.e._0 LIF 54 a617, 4A C,&- A- ccv4s~7~
GOMMENr ([?eSCriCa +rak canplelad dumg Sne daY: am/ Pr01*ms and thmr saiubons)
r ~s ~ rL ~Ur~~~►~A ~~Jfi~'r
---7,- C'❑.a~rle~lLt~~'3 u1~~`~'E oPF u ,
. l
~ ~ ~~r~ o~.~ ~ . + ' f u4
V
19
,.Mk-9L1L QF. Ai . i4 A& ~a I C)
AGRA E&E Field Represenfative ~ y AGRA E&E Pro1ect Manager
Contractnrs Repressntative Oate Continued 0
AGRA EaRh d Envircnrnanlal. Inc (Rev 7I84) ~~~~~t
~ AGRA
Earth & Errviranmental DAILY FIELD RERORT
91ECT NAME pRWEC7 Na FIELO REPQRT Na
~
3'~
L[]CATIphE i3Y14E PAGF
I4)l'.5_
ARRIVAL T1FAE ~ QAY OF WEEK
I 5h+7T W T F
CWER17 O€i C1W'FlER CLIEN7 QR OWNE R'S FiEPF3E5ENTAT3VE 1 PHONE fd0
GENERAL GONTRACTQq OpNT13qGTpft'S HEPRESENTATEVE 1 PHONE No
SI1QiapNTRACT(,1R SL1HCONTFtACTi7R'S REPRESENT,ATIVE 1 PHONE Mp
AGFiA E8E FIELD REPRESENT TIVE ,,Rp E&E p,qp,~EC-r MpNpGEF{
~ ll i__1~
WEATHER Eip1JlRlulENT 115E❑
l+ C l OLL N~~
[X41a+ru[EIJrS (D=riae w-lc cwrroesed eurYV She dai; any prcbWms and ttmr sd=m) .
eas.} .~kT-= -rX-,
izir-
«
kGRA E&E Fie[d Representative AGFiA E&E ProJ$c[ Manager
t
CantracRors Represeritati+re Date ~ Contnued Cl
AGF3A EaM3 Emd.--,laS. Ine {Iiev 7t94}
~AGRA
Earth & Errvirvnmenta► L?A1LY EIELD REIPORT
]JECZp~ E ~ PR{p,lECr n~o FIELp REPQRT No
#Ca r?_ 3 t l
LOCnnoro Dnre PAGE
10 [g-q s VoFl
ARRIVAL TIME [7AY CIF WEEIC
' SO TWYF '
CLfENTOR DWPfER CLIEId7 OR aWNER'S REPiiE$EkTA71VE 1 PHpkE WD
t-~) F~ ~
GENERAL CQNTFlnCTOR 1 GQNTRACTt3R'S AEPRESENTpTNE 1 RFiflPtE Na
SU8COk7HACTOR StlBWNYRACTQR'9 REPFiESENYATIVE 1 PHONE NO
Afi+RA ESE FIELD REFRESENTATIVE AGRA E&E PFi(].IECT MAkiAGER
tl+ 4-),~
___-bce~ ~►Y~t~~
. WEATHEfi EDUIFhRENT USEi]
'~.L~ 1.3~tiQ4.f
I
cclFAhrlEnrrS ([k+scr'be wulc comptetrd during ure dap; aery pmblems and ftir sntut-s) ~ ~ ~ ~S C~~ F.~u~ ~ ~ ► x'3~`r~'irc_ ,~~ter 7u
1 O~..~~ ~~6A&PLLS
k l.,, ungr- (CA-s ~ ►4tA-.P da k&Ly
4GRA E8E Field Rspresenfatirre AGFiA E&E Proj€:ct Manager
Contratctor's Representairve EYatei e7 Continued ❑
ACaRA EBtVf b Fjfvirprin)G11a1. Inc (Flav 7f94)
- - ~4jk
WAGRA
Earth & Eravironmenfaf ~ ~ ~ ~ ~ ~ ~
E 5~ dVortn roau,ins i]nve. suite fi~
SPokanm. Washmgtan. lJ S R 93207 r1Lrf~ T 11 '~995 LE1TE R fl FTRI~~II SMI~A L
r4i (5f]9] a82-010~ Fax (~3} 482~2Q2 V
j.p.E.V.
TO ~ varE IJQe €uO
I
ArrENrIoH
~RE ■
l
WE ARE SENC]IhlC YQU O-Attached 0 Lfnder separate cnver Via the following items:
E~ Report ❑ Prints ❑ Plans ❑ 3 112" Disk CD 5 114" Disk
❑ Letter ❑ Shop draf,vings ❑ 5pecificatians C7
CpR(ES ~ OATE I N4, tl OE5CRIPTIpN
I ~ !
1 I I - -
I ~ I
THESE ARE TRANSMfTTED as checked below:
❑ For approvaf C] Approved as submittecf C) Resubrriit copies for approWaf
(d- Fve yvur use ❑ Appraved as noied 0 5ubmit CL7p1e5 fDC dI&trlbUtlOn
❑ As requested ❑ Retumed for corrections ❑ Retum corrected prints
❑ For review and cnrnmen# 11
❑ FQR BfDS aUE 19 ❑ PRfNT-S RETIJRNED 14FfER LOA'N TO US
REMARKS
~.af ►ct ~ ~r!'~-r r ~w.le
~ "'70 1 s 4J -7 ',~`A -)oc]
~~.►~c~.Jc ~-~i~
WI'c.► c f /L/d
CaPY TO SIGiNED
nGFann Fam, & Envrw,mencai, rnc. tRev_ 7194y
~ A'G ~r' ►4
Earth & Fnviranmenta! DAILY FIEL[l REPORT
D,fECT ➢dAME FRDJECT No I FIEiO REPQRT No
~
la- 1311
! f ~
LCICATIOh! OATE PqGE
cvl o 1g.5- ~ OF
ARRIVAL riME OAY ¢F WEEK
~5:u) 44N+'l. SSINT~'MTF
CLIEhIT BR pVkidEFi CLIENT pR 6WNEF1'5 67EPRESENTkTIVE 1 PHCYNE Na
ICZ' ~
GENERAL CONi'FiACfiaR ~ CrJNTRRCT6R'$ REPf1ESENTATIVE 1 PFiCShfE Ho
SUBCONTRACTpR SUBCQNTRACTC7R'$ REPFIESENTATIVE I PH?NE Sdn
AGRA E8E FiELQ REPFiE3ENTATIVE AGi3A E6E RRQJEC'f MANAGER
WEATHER EQUiPFAENT WSED
OOrnMErrrs {oescribe wax umqeled nurN fhe dar: a.y p(obkms aW ther sdutWks)
~
"n~ 5~]►~~ ~7r+~ ~~k6~v,nG r ~ : { ~ 6"T
O cjcT
-1 L36,-N I..ca oc, tt1 mrta4La5 -~-~e .
e
kGRA E8E Field Representabve AGRA E&E ProjeCt MBnagor.~ _
Contractors Repres8rstative Oate Canttnued Cl
AGFtA Esrth a Emirortmpntal. Inc. (Rav. 7I91)
L~
*AG RA
Earfh & Frrvironmentaf DAILY FIELD REPORT
OdECI' nfAME ~ PpC1JEC7 Na FkEID REPpRT No
~r.]C'1sa_r~.? j
~~ari0k ' oAre I PAGe ~
i95_
t oF ]
ARRIVAL TIIuSE f7AY OF YVEEK
C! f TdR OWPdER r ~ ~ $ 5 IM W~T F
fCLEENF C}A pWNER'S REPRESEI~TYITFVE f PHpNE No
"1Pyt~
GENERAL CONTFiACTOR J CphITRACTOFi'5 FIEPAESENTA7IVE 1 PH4NE IJo
SUBCGNTHRCTOH $U8CONTRAL`TOq'S iiEPJiESENTATiVE! PFSpNE Pdo
nGRA EdE FIELID REPRES AT~VE I,eGpap EgE R~qpJg~ MqNp,GEq
dl~]} ~~i~-~
WEATHEFi Eautvanerrr usEo
y 1►~,~
r
CoN1MEN'i'S (oescr16e ryar1s oompkesod ouru,4+he dav: anr vrotdems ana [treir smwons)
■
Tec `7n 065Exur
ktc _
,1 - -
F DX15
. ~
e~ o rSP SA-`1MS:5 '~oUV~A r ').]b
AGRA E&E Fteld Representatirre AGRA E8E-Pr~jedManager
~ `
Contrackaes Representatirie Date Cantinued 0
f
AGRA EarSh S. Envfrahrrerlf8l. InC (Rev 7194)
_
1- ►A G R A
Earth & Envrranmental DAILY FIELD REPOR7'
Q.IECT NAME L PRO.IEGT Na FIELD FEWofi7 No
-L-tC C) d-z ~~LI la
L[7GATI[}N pAfE RAGE
/QF ~
" ARRIunL TIFAE ~ anr oF+NeeEc
:OM ~ SSNITwr~~
CLIENTOROWNER ~ CLIENT QR pWNER'S R EPRES ENTATIVE 1 Pi-IONE No
GENERAL CQNTRACTC7fl' .J CCpNT17ACTpR'S REPRE$EAITATIYE 1 RHONE Plo
SUBGONTRAGTOFt SIJBGONYAACTCsR'S REPRESENTA4IVE 1 PHUNE No
AGRA Ed.E F4ELD REPRE NTATIVE qGRY1 E$E pRO,PECT MANAGER
)-n-6 ~aa-c..•~
; :.zjnp- .P
WEATNER EQUlPAAErvT U5ED
L.~~
I
s'AMMEMTS [aesorlbe work Wrnpl6H]d durhg she daY, arry Problems and their saiutbns)
4il :571-"[ t7- '1'v v~Rcf'_9~ ~2C~t l 4 ~ ~,P 1~f L~ o~L L,S .
~ ~--Z-a-~ a ~ _!i~~C.L477[]AL-&E tiS~'►~[J[CE~, ,~7'G~
iqi k
.
~~c7~3 iC1AJ ~ pf-l'~+f~~]Ll i S- IQ60,9-- RaLL&k~ `7~,F~r~S .c~E I~l?C
-U~ ~ r9C~ b4D~.J~~ ~~C~'~-~F c ~ S' _
4~'aRA E&£ Field R8pre5Bntabve - GFLA E&E PrEIjFtCt Mailager I r e~
Contractoes RepresenfaWe Date..'1e)f6 ZJ 9C] Condnued ❑
nGrw Earm a, E... a.....c.Ael, aric. (Re+, rrsa)
INSPECTOR'S -DAILY REPORT
■ •
INSPECTOR: PRO.IECT ND,
PR{JJ EC7 :
GONTRACTOR: WvRK PERIOD: A.M. P.M.
WEATHER R.M.: P.M.:
VISITORS:
IIAANPOWER ►QIND EOU1PMENT
SUPERINTEHDENT: FC]REMAH.
OPERATORS: ~ LA6aRERS: ~ 5URVEYDRS: FLAGMEN:
aTHERS:
EQllIPMENT USEa: ~.9~ ..~~~~~n~~/ .~,~r,.~- ~ ~,~.~,✓'~r
, -
ACCOUNT OF 1NORK- AND -DISCUSSIOhIS
TFtAFFTC SIGNS ANQ BARRICADES CHECKED: ' A.M. P.M.
STREETS CLaS£D:
TIME: WQRK: '
~~JJ~~./H .~,~~~c•7~rS fiTf /J~1~T7 _*nL.°Y.
~F~~Glf,2C~ ~J'v~,~~ As .,~/`•w.r.ro .cY..+~rJJ~.rai.i-r £x .~r ~ 27 ~~fi r~ ~l~,~,C ~ ~
(cnntinued on back~
f /
•TESTS~
~
WORK DELAYS:
A5 BC]ILT NOTES:
CITIZEN5 CONCERNS: -
"T iLILTY/PROPERTY DRMAGE:
~ REYFE4lED BY - PRO.3ECT ENGIHEER CON57RUGfiI[3N EHGTNEER:
PAGE DF DATE :
lNSPE%w'fT%j'R'S EoAlLY REPORT
.
I NSPEC7QR : PRO,7 ECT HO.:_e~r-e; i.7
PRDJ€CT:
CflN'GRACTDR: WORK PERIOD: A.M. P.M.
WEATHE R A. M.: P . M. ; f~atr~Gr C'~~ ~
VTSITORS: ~ r
- MANPOWER AND. EQUIPMENT
SUPERTiVTENDENT: FOREMAN: OPERATORS: .3 LABORERS: ~f SURVEYDRS: FLAGN6EN:
,
Q'fHERS:
EQUIPMENT USED: e;rl,s--.d.~~ Jc~c~F-
r
ACCOUNT OF WC]RK AND DISCUSSIONa
TRAFFIC SIGNS RND BARRICADES CNECKED: A.M. P•M-
STREETS CLOSEO: TIME: 4[ORK: r~4 ,:y 71le-
~i.nTG~~~' d~i~.t't❑r~ i~G~ 1~I~S i~lr~ t?'r;a~,~i rirr~ ..~T .~~r~cr1~P~
~O T sT`H ~,4r d.d,eC xO rA:a' ~f I9/~ofr ~I'/ii►~-r~ ,'r`!7 ,Cj~~l .r`/Pe l~~~~ .lri~/ /~1
f
erQr~~.~.-c~~ ""I"llwell
T~G C,rrfx- 4r.fY ~c .f.'r'rt1Ce-e_ ..f.r~ ~iyiru ~~-I•i Ale
&C .~i7st ~r , rz&llf"l:r .9 . ~r ~e~'"~4► ~~~GS .~i"~ ~ a~r' ~//r
dl~~l~~ • rso ~`•~^yr ~~J~~ ~1T~ ~o./Jri ~ L.c~~~`.Fi r .t`'_ f~ ,f~e~J ~d ~'J41' ~'7~C
~r
,~,r~~~•.~~~' a~fr ~o%s F~ /Z, (continued on back)
TE5T5:
WORK DELAYS:
A5 BlJ I LT NOTE5:
CITi2EN5 CONCERNS: .."ILILTY/PRQPERTY aAM4GE:
i
REYIEWED BY - PROJECT ENGIHEER CONSTRUCTIOH ENGTHEER:
PAGE QF DATE: 11a
INSPECTOR'S DAILY REPORT°
.
INSPECTOR: PROJECT NO.: q.~~~~•
PROJECT:
CONTRACTOR: ~C G'nrss~-,ic~an WORK PERIOD: A.M. P.M.
WEATHER A.M. : Ge, o P.M. :
VISITORS: ~
MANPOWER AND EQUIPMENT
SUPERINTENDENT: FOREMAN: OPERATORS: X LABORERS: ~ SURVEYORS: FLAGMEN:
OTHERS:
EQU I PMENT US ED :
~ .
ACCOUNT OF WORK - AND DISCUSSIONS
TRAFFIC SIGNS AND BARRICADES CHECKED: A.M. P.M.
STREETS CLOSED:
TIME: WORK:
O17
e%~,''-,^•~~r~-
.c~~ni'._-.i~~~
. 7'T
~i;r„Ci+.f..•I~nr ~r, ~fi► ~it~ ~Z ..SL/~_~/~~ i~ ~ ~I,~~7 ins~~~na ./J~i~
(continued on back)
TESTS:
WORK DELAYS: . .
AS BUILT NOTES:
CITIZENS CONCERNS: ,
"TILILTY/PROPERTY DAMAGE:
i
REVIEWED BY - PROJECT ENGINEER CONSTRUCTION ENGINEER:
PAGE OF DATE:
ju (0 2~(
IN'SPECTOR'S DAILY REPORT
SPECTQR: ~~r•rr~ PROJECT N0.
f}h
1'ILIYUiGL 1 . . f~/l•E'I°'/.r'~. ~17~+ /7`~`~',J~ ~I"C~ hC7C3elf'rtJN f'? ~~C~ ~ ~~~~I
CaNTRACTOR: /~C~ ~r•a~,~~or~i~n WORK PERIDD: A.M. P.M.
WEATHEFI R.M. : P.M.:
YISITORS: ~
MANPOWER AND EQUIPMENT
SUPERINTENflENT; z0e~ FORFMAN;
vPERATORS: LRBORERS: ~ SURVEY0R5: FLAGMEN:
4THERS:
EQLI I PNlEN7 1JSE[] : ~.o '-s-
ACCC3uNT OF WORK ►AND D1SCUSSIC31VS
TMFFTC SIGNS RHD BARRICADES CHECKEO: R.M. p.m.
STREETS CE.05ED:
TIME: WORK: .:.q6
f - .
.fi~ ~ ~.9r .t•rrr~ r_~~~ 7-le
/f'lclin i9 i'J ~'~✓/~-A7f~ .~fs ~ IY~~+`-/~l hr iPrrr~ ~Il~ r'~~ `O~ ".~fr~~
► ~rf ~
~-r7~~ ~a ~ .s.~~ar~ . f`~ ~,~e~/sn..~.:~c~ . ~.J'~rP 9~~.~~~ /~'✓.4~ l ,4z ~f ~ d,'.~ ,~'1?~*i'' ~ ~cs ~►~ii+~ /rJ., `T~ie ~m'~o ~r~ /I~.~ nrx~r
- - - - - f
~•%r,r~~ ~n,.~ ~7.y ~ ~ . (cantinued an back)
TE5T5:
WORK QELAYS:
A5 BUILT NOTES :
CITIZENS CDNCFRNS: .
UYILILTYSPROPERTY DAMAGE:
TEVIEWED BY - PROJECT ENGINEER CdHSTRUCTIaN ENGINEER:
PAGE oF DaT E: rd 1
~~4
INSPECTOR'S DAILY REPORT
~ .
INSPECTOR: PROJEGTi NO. :
PR(}JECT: ~:i-c ~v/.~ 2,~.~' .~n'~✓.°,~'~~ n f5.-~ ~.~`.r-~ r
COPITRACTOR. WDRK RERIaa: A.M. P.M.
WEATkiER R.M.: P.M.: ~Xn, ae~
r -
vIsIrORs:
MANP'[]WER AND EQUIPMENT
SIIPERINTENDEHT: z.:aFOREhIAN:
OPERATDRS: ~ LABQRERS: ~ SURVEYORS; / FLAGMEN:
a7HER5: EQU T PMENT IJSE[1:
ACCOUNT OF WC)RK AND DISCUSS1ONS
T"RAAFFIC SIGNS AND BARRICI4DES CHECICED; A.M. P.M.
STREETS CLOSE[}: .
T I M E : W4RK ; .r//r
~ ~rc ~'JJrI'TlsrT_tL J
J~~ ~rs ~I~~'~,~-, r~.,r.' i'~t.:~ f_v.sG~ .fii e~~ ~I',e+i cr~rC~✓ e~.9a~ cr.r 7'cs ~c~
r5 l4e2 ll~G
~rIS gdcr.rr~or=c~ r~~ 7v f .FJ,rss r~r~r^P ~ ~ /Gr7" fT .r~ r~ocvf" ~trl
-7- ~~.~r~c~ ~a.ratJ~ ~i~i: ~7`'r c1c . t`-r f~}rssa+►~ ~~i~j.a cJ ~
,,~i_ flr~~SAr•~p-r , I~~r~ ~c~f-~~fd.r,~~1e tc~o~r/~~~ (continued Dn bdCk)
TESTS;
WORK DELAYS:
AS BUILY N4TES:
CITTZENS COHCERNS: .
,IT I L I LTY,1PRf7PERTY OWGE :
i
REVIEtJED BY - PRDJECT ENGINEER CONSTRUCTIQH ENGINEER:
PAG E U F DAT E:
INSPECTOR'S DAILY REPORT
t
INSPECTQR: PROJECT NO.
PRdJ EG T : ~,,.~.~r~.~~/.~ ~ .•,.,r' ~ .~d~, ~ ~
~ONTRACTOR: WORK PERIOa: A.M. P.M.
W EATH E R A . M , : P . M. :
1lI5ITORS: ~
MQ~~~~~R AND EQU,PMENT
SUPERINTEHDENT: FOREhfAN:
DPERAT4RS : ~ LAB[lRfRS: SURYEY0R5 : FLAGMEN.
QTHERS:
ERUI PiHENT RJSED
/
ACCVUNT V'6' WORK AND DISLrUSSIVl►!S
XRAFFIC SIGNS ANa BRRRTCRaES CHECKED; A.M. P.M.
STREETS CLOSED: -
TIME : WQRK: ~"~.>-~o~.~~ ~.~w~~~~~-r
.Ei~S ~.r y ~fr~ ..f ~-a ~•T'~ ~'rC f/~ < ~ry r'~~c'~ C.Y .rx. !.~'e ~.~a.-a~ ~l~` .r s°I~,r~
Hnt,~ .r~ r ~i ~ ~ ~a w~.•/: ~.~/,,~p. ~1 ~.r.n.~~r{~~. .
7A0
Gr iw~' /FA~ //Clo 44G /1" .131,~~/~slT"F~
/ -
~J /7 ~ul. ~i
(carrtinued on back)
TE5T5:
WORK OELAYS:
R5 B[1 T LT NOTES : -
GITI2ENS CflNCERNS: .
UT [ L F LTY/PR4PERTY t}AhIAGE :
~
REVTEWED BY - PROJECT ENGINE£R CONSTRUC7IQN ENGI~~ER:
PAGE aF QATE: z
INSPECTOR'S DAILY REPORT
~
INSPECTOR: RROJECT NO. :~~~7,
PROJECT:
r
CQNTRACTOR: WDRK AERFOD. R.M. P.m.
WERYiiER A.M..
VISI7ORS:
MA►NP'OWER A IND EQU1PMENT
SIJPERINTENDENT: FDREMAIV:
OAERATORS: ~ LABORERS: ~ SURVEYORS: FLAGMEN:
OTHER5:
EQUI Phl ElVT U S E D:
i ~
ACCC]UNT QF WC]RK AND '~~~CUSS1C3NS
7UFFIC SIGNS AND BARRICRDES CNECKED: A.h1. P.M.
STREETS CL45Ed:
7IME: WORK: f:,~P~~ ~_~n .~..,-f. 7'~!~~.,~ s~~~'~
~
~ Car r~ Jr~~► 7-s ~ _r~, / ~ S~'7 /ca r, Y"l~rs i ~.r~/rc~
/ ♦
~Y~Yrirv! /W.' C~z> 745 ~vP,~ ssr9~ G"I~crnre~ .~flC
e" r,C1r'74
/sr ~ f~~ ~ d.qcrntinued Qn back)
.7 s~i e c
~E5T5: ~
W4RK DELAYS:
AS BllIL7 H03ES:
CITIZENS CONCERNS: .
17ILILTY/PRdPERTY OAMRGE:
REV TEWEa BY - PROJECi' EiVG INEER GQNSTRUCTiON EiVGINEER:
PAGE v F nATE : /,:~7 I --v
! ~,s--
r~~~~ [ G~ ~
INLAND PAC1FIG ENG1fVEERIN{C - TRI4NSMI7TAL
707 W. Trh Avenua, Suite 2DO 5pokana, WA (509)458-G8417 Fau: [509)458-M4
TO: Spokane County Engineering DA k"eft-01~
1026 W. Broadway ~ • • , ; • ~
4""
Spakane Wa. 99260-0170 lA'E.q~,PRC3JECT
` << •
1W ~
, ,
~ ~
AlTEN71C3N: Ed Pa , P. . PRQJE&T~~1A~IiE; ~Rivei~ik ,2ndAc~~i~
, }}k ~ •~,~~;~~"t , 3~ a ,
f . c',`~. 't~. ~ \
PROJECT PE-1414-$1 ~~h >k~~`. , ~ F„ ` Description:
[3 Prints ❑ Gopy of Letter 0 Capies of app. plans
❑ Original Drawing ❑ Contract D❑cuments ❑
❑ Work Authorization ❑ Drainage Etepvrt ■ Inspection Reports
Nv. Copies Description
5 pages of daiiy inspectian repor#s, includirrg concrete tes# results.
Purpose
■ information ❑ Reaiew & Comments 0 Per Yaur Request
❑ Written Apprvdal 0 Signature & Return ❑
. Remarks
Ed-
As per your request, I harre included capies of the latest daily ins,pectian report5
from AGRA. Updated inspection reports are sent aut in the mail vn Mandays by
AGRA Earth and Environmental.
If you need any further informa#ion, or have any questians, pPease Iet me knvw.
. . _ _ ,
Signed: ~ '~~~~I VED
brluce A. Howard, E.I.T.
cc: file ` OCT 2 5 1995
' spOKAmE CaUTr ~~~~NEER
• ~ AG RA ~j=r.r-1VED
Eartir & Envirvnmenfa!
E 520 Nonh Foot,,ills Dnva, Su,te 600 OC T2 41995 5pokane, Washmgton. U 5 A 99207 -
[509] 482-0aQa Fax [509)a82-oza2 1 D LE7TEF~ aF TRANSfl1~17-TAL
~ r.
TO T)~C-J onTE ~Joe ho
~ AJ ATlENTION '
RE I
~~~•Ct~C J
~n 7
WE ARE 5ENDING YDU ❑ Attached ❑ Urrder separate cover vip, the iollvwing items:
Ll Repnrt ❑ Prlnts i❑ Plans L 3 312" ❑isk 0 5114" pisk
❑ Letter ❑ 5hop drawings ❑ 5pecifications Cl _
r»PiEs I on-M I No I • DEscRiPPoN '
~ I ~ ~ ~ ~ f~i Q..~~►~a Tx~~ c ~ I't.Aar~ ~
~ f + r
~ - - '
~ I f - I 1
THESE ARE TRANSMlTTEC] a5 Checked be1o►rv:
❑ Fvr appravaB 0 Apprnved as submitted ❑ Resubmit capies for approval
El For yQUr use [l Approued as nnted Q Submit cvpies far distribution
Cl As requested ❑ Returried fvr c4rrections 0 Retum oorrected prints
* For review and comment C3
Cl FQR BIDS ❑UE 19 RRINTS RETIJRNED RFTER LDAN TC] US
REMARKS
~II A ~ a. , V
MMOW/
GaPY TQ SfGNED' ~
rtGFi1i Earttr & Ermrrximen[al, rrc (Rav 7194)
~
~ A►GR A
Earth &Errvironmentat DA! LY F1 E LD REPOR T
f'KOJEV
Z ~ PFi4JECT hfQ neLo raeaoRr Na
LOCATIiDN ~ DATE ' PAGE
I() ( t ~dl~+s- L OF~
ARAfVRLTIME pAY OF WEEK
D: '-1 CJ A Wl S S(M )f W T F
CLIENER CLIEPJTT OR DWNEFi'S REPRESENTATIVEI RHOHE No
S'
~p
GENEHAL COIJTRKCTOR CQh1TRAGTI]R'S REPFtE5Eh1TATIVE! PHOtdE k4
SLfBOOidTRRCTOA SUBCON7FIACTOR'S REPRESENTATIVE 1 F'ii[JNE No
AGRA E&E FIELD REPRESENTATIVE RGRA UE PRD,lEG'T lNANRGER
l o- ocy-t-, Go _
WEATHEFC EQf11PdNElYT USEQ
l
COMMENTS {Descrike work oanpletad durlrN ft daY: &rry Pmblems and l1& sdWwns)
~.,08'~t-~_ ,s~'~ccF s
. CUMe ukD -*ke-e.tR.s.uerxi57LTt7. ~ ..vaa_5 pu4ckY~
t!:I~ 71 ,5 ~~vt RJ20F ~ AIA ~5 ~1 Ti►t1u.~Ya
~
)iw-ouq L.-r
kGFW E&E Field Represen[abve ~ AGFW E&E Prolect Manager`--~^'~
~ - ~
Corrtractaes Representafive Date CantRUed ❑
rtGRa Earm s Emnramw,taf, a=-(Flsv. 7/8a]-- • •
AG R A LY FIELD REPORT
Earth & Environmental D/41
..X),lEC7 NAME P R O J E C T N o F I E L D R E P O T N o.
ol "`D c'
IOCATION DATE PAGE
oF/
ARRpcIVAL TIME OAY OF WEEK
7'QO AiYf SSM7W6
CLIEN OWNER CLIENT OR OWNER'S REPRESENTATIVE / PHONE No
yt'fl'/~_(J~~~
GENEFiAI CONTRACTOFr I I CONTRACTOR'S REPRESENTATIVE / PMONE No
~
SUBCONTRACTOR SUBCONTRACTOR'S REPRE5ENTATIVE / PHONE No.
AGFtA E&E FIELD NEP ESENTATIVE AGRA E PROJECT MANAGER
91 Z.D&~z.. os , v
WEATHER EQ:JIPMENT USED ~,YAfi R.AC.K
Cr t~E73J2 c, 'I4T ~_6~~ ~ ~1 _ ~J~ b~Q Z C?L ,
COMMENTS (Deseribe work camdeted durhig the daY• an1l D(oblems and their sdutions)
- ~ ~~F Or.r~ e F si4n~►~ ~1, s.
. 6P &9S-k 4Q.( I -sGt.es AA5 acg~u6'b im R~2o x .
~rA a1 -t '7o _ Rt4e~*V~~,p B9e4Piu- -sazcs A)rz scA6- s~c~~eE-3
1o1,E B~ 7~~ ~evu.~2r~ ~~zs F~9t'a'd~e v
\GRA E&E Field Representative AGRA E&E Project Manager
~
Contractors Representative pate ~6/75?hs Continued O
AGRA Earth 6 Fmironrnental. Inc. (Rav. 7/94) -
~
,
:
*AGRa►
Earth & Environmenta► DA1LY FIELD REP@RT
~
. A.lECT NAAAE PRQ6ECT nto FI€LD REPCIAF Na
~~v~~~~+w►~,~ c?03 e.2-431I ' I'5-
LQCA7ION DA3E / PAGE
t7F ~
ARFiIVALTIME QAY OF WEEK
~ 7,'60 SSMTwT(F),
CLIEHS OR C7WNER CLIENT DFi OWNER'S REPRESENTATIVEI PHONE Na
GENERAL CONYFtACIC1R ° CflNTRRCYOR'S REPAESERYTASIVE f PH[]NE No
SUBCONTRRC70Fi SLfBCOFITRACS(3R'S REPRESENiAFIVE 1 PHC)NE Np
AGRA E6E FIELfi? REPRE$EkTALIVE A RRO,1 MAN Fi
wrEnTwER EOu:PMEN-r usEo
CWc4C~y / u9Mr - - -
voMMEHrs (oescrft work con,aemed dWing thre ear• ern prcbbrnm and ftm sd,nuns)
~F- A.a~~~~ OP +'fl
Ax-
~~5 4AJc t1Z) C+~'~3 ddt3
~ ~~3tA~DE'~lFi~+~7`
r
_~'k~~'7~5 ►4~.~. ~c.cr~~.~ _ +..~.~iu.~,es . 2 ~.,isi~4,l~,~v►~~i,r
6d),
GFL4 E&E Feld Represenrafive AGRA E&E i'rvject Manager
~
Contractars Fiepreseniative pata .6 Q~h-5-- Gvntinued ❑
A4Ft4 Eartll & Em'.. .Pa1, Irsc. (Hav. 7I94)
-*A'G R a
Earth & Environmental MATiEFiI,+AL, FIELD REPORT
~
]SECT hIRME , A. ~ r~( ~ 1►'~ ~ ~ ,A ~ `rr ~ eL~ ~ PRQI~~ ~ ~ ~ FIEIA R;P¢F~T h!4
LOCA710N " -
PAGE
PERMIT NtrHSBEq YJEAT}{ER
CLIEHT @R 4W ER
~
k~+ 6J'. 140i'~L~5C'. ENGIkEER
~J1
GEMERALCQHTRHCTflR ~ I ARCFEITEGT
~
~ ~l~T~1fPE~~AF~~N RIlCTURE INS
c_rs= 2eJ,r.r,..s~.su
_a,_
r-'r ,a4t~°'ai4Y'-~ca~?~.• ;'k f .
~ RESTEEL Q 5'fRLPCTlJRAL STEEL FABRIGqTipN ~ FOOTING5 ~ CCaLUMNS
~ RE[hlFC#iCEO CAHCRETE ❑ S7RUGTLFRqL g7EEL ERECTION ~ AUt"ER CAST RILIHC3 ~ SLAQ-pN-iCRAt]E
r AEINFORCED AARSpNqY ~ EXRAN$IpN BOLTS ~ CiRAUE 9ERhf5 ~ STRUCTSIRRL GRqpE
11 S7i47FC€iETE ~ FERE PRDOFING ~ WALI.S ❑ FGST 7ENS1QNE0 SLAB
~ OTFiER (SPoc~Y) (20iJCRk"Ce- OTHER ISPacdYI-cLtg.Bs
f. ~as+ru .~i g, :~a(+,~ ~L S~ a"`w ss+-'-„a'.a.-'y• yQ :u..' xY/-..u. z^`.-, r.• ' z:`" ti. ^t e
, .ta .i'P'a+•_ _ .~~~5s."a'tt~ xrt~~~~a~~cs~~~,=~ee.F.:'~"~i::i+m L _ ~.r +;N'F t y.~~+s...~, d r'.',~:
AAi~S .
~~-r~~ ~5 r-.~~ ~u as..a~e.,r,r~~ s~ r4~►~.
AARKS ~
❑
$l,fFPLfFJ# A'C.~F tmx 0 I W-►O SllPPLIER •
MATERIRL TE5T REPQRT lia MATERUIL TEST RERt]RT Nn
SLLfMP ([N.j AIR OQNfEHr sl] r tJ SU1MP (1N.}
OESiCM Sl'RR~pTii (P51) 3000 D€SKiN STFW13Cii}1M
Na OF SwMPtEB -3 Ha. OF SAMFLES
'fOTRL [.U YARU5 PLACED TOTAL CU YARL?$ PLAGED
coNcRErE TEMP. (oog F} Gaarr rEMP (Dog F.)
TiME 111R TEEMP. Clgp'o TRME A!R TEMP
.O . t. -
f TYPE OF tdORTRR
~ YES !F NO, E76PUUW
MAiERIAL TEST FiEPpR'1' No
$Ll1FAP t(N)
QE,SIGN $TAENGTFE [PSi}
No OF SAMPLE9
TQTqL CU YARDS PLACEd
Z.AOFiTAR TEMP. (Ueg F )
7lME AIFi °fEkSP
Inspe~tor Date
ncRA F.anh a Fi,v:.., W. tne. (Rer 11194)
~ ~ . _ . _ - - - -
I'NL41VD PACIFIG ENGINEERING - TRANSMITTAL
7Q'7 W. iih Avenue, SuIte 200 5pokarse, WA (509)458-6M Fax: (509)458-6844
TOi: Spakane Cr~unty Er~gineering 6 TE:~~ l, "1~~~ ~ 1026 W. Broadway %%~W~ 5pokane Wa. 99260-0i l0 P'E.~'R~JECT #2958i`T,95618 • 11 •
`
ATTENTION: Ed Parry, P. . RR D,EG~ ~iver'~+alk 2nd, ar~d' ,
,3rd` ~dtlitians~~F
• ,v
~ PROJECT E'E-1414-81 ` ' , , . • ,
~ ~~~~IVE
Description: ~
❑ Prants ❑ Copy of Le#ter 0 Capies of app. pl ns ivu 1995
❑ C7riginal Drawing ❑ Con#ract Dacuments ❑
5POKANE COUIIiY ENG
I~~~
fl Work Authorization ❑ Drainage Report 0 Inspecti~on reports-
No. Gopies Qescrrptran
1 letter ta K.C. ConstructiQn d'ated 11 /1 /95
IPE daily insp. reports 10/25 - 10/30
AGHA insp. reports - 1 proctar analysis, 8 daily #16-20, 1 cylinder test 7 day.
Purpose
■ Information ❑ Rediew &Camments 0 Per YQUr Request
* Written Approual 0 5ignature & Return 0
Rerrrarks
Ed-
As per your request, I have 1ncitaded the inspection reports mentioned above. If yau
need any further infarmation, or have-any questions, please let me know,
~
Signed: -4"'x
Bruce A. Howard, E.I.T.
cc: file ~ ~ ~ ~ I VT 0 . ~
_ NflV 0 1 1995
: SgOKAolE R;fl~RT~ EitlGiNEER
INLAND PACIFIC ENGINEERING, INC.
November 1, 1995
IPE W.0495617
K.C. Canstructitin
2025 W. Dakvta. Ave.
P.O. Bax 1455
Hayden Lake, Idaha 83835
Attn: Mike Klicka
RE: Rivenwalk 2nd Additivn Paving
Dear Mi'ke:
VL1e have receiWed the "Acceptance Letter° fram Spakane County for the above
mentioned project. All applicable constructivn permits should be avaitable at this time.
We understand the imporiance of the cvnstruetivn schedule and paving of this project.
The weather is slowing the paving pracess at this time, sa I wauld like to infvrm yvu of
several items that aeed to be addressed as saon as possxble.
1. Manhale ring and cavers need tv be raised to grade.
2. Water ❑alve bvxes need to be raised to grade.
3. Compaction and grading of crushed surfaciag base cvurse aeeds tv he completed
a1ong the face of the gutter line as tv reueal4Fp of exposure. (2" of Class "E" annd 2" of
Class "A"}
4. The existing edge of asphalt at approximate station needs tQ be saw cut and tack coat
applied priar to paving, as a cTean smpoth starface is aeeded ffQr a gaod joiat.
5. 'The crarb and gutter face needs to be tack coated prior tn paving.
5. Per sectioa 5-04.3{5}A of 1994 Standard Specifications "A tack coat of asphalt applied
at a rate of 4.02 to 0.08 gallvn per square yard of retained asphalt sha11 be applied to all
• paved surfaces on which any course of asgbalt concrete is ta be placed or abutted."
7. Per the letter from Spokane Caunty dated pctvber 24, 1995 {capy eaciosed} item C
states " The gutter pvrtion o£ the Type "B`° curb was found tv be anly 5.5" thick, instead
of the b" thickness required in the standards.
I would suggest these items fie addressed as saon as pQSS'rble, as they may result in future
prohiems. The sub-standard curb is the most pressing itena at this time. Yvu shvuld
contact Bill ]ohns at SpQkane County for the requirements of acceptance of the curb in
questivn.
E ►"5 n*WWaqbVpdWz►N
707 West 7th . 5urte 20Q
Spokane, Washingtan 99204
509-458-6840
FA)C° 509-458-6844
.
Tf you have any questivn5 please give rne a ca11 at caur ofFice.
Sincerely,
Tnland F'acifie Engineering, Inc.
Bruce A. Hflivard, E.I.T.
Froject Manager
cc: Project Pile
Vern dacol3son
Spokane Caunty Engineees {]ffice
~8 '0509 3243478 CaLFM EIaGIA`EERS Q002..~
~
5 ~ +r) 1< ~ Iv E cDk Lr 1.r -r Y
DIvI6IQ.*i GF EtsG3NmuuNG AAl13 ~:oaw ~ A.C]iVLitM CF7HE FRIBLiC WUNX-ti QEPARTMENS
W31Ila+as A. TaP+rs, f+ E., d&-ting (.-ati-rsty Enginesu D~s M. Seotl. 11Mr $-reLror
~ • ~n~~
t]]cmber 24, 1995 --to ~ L•~#~ p~ Y
E$ward I3ean
Stama Spokate L.P.
16720 NE 116rh Scneec '~t#~I➢r~~ ~ '+~i~~
Redmvnd, WA 48052
~ 19rm W4 ~
~ ~
SUBIECT: PI414A - Riverwalk ist Addktion
Stop Wark Ord+x - LTn:iufhaticzed Gonstut.tion in County FCigkrt of Way
l.)ear Ndr. Dean: -
I have bcen infbrmed that yau x-e performang cc3mtructioa work in Spoicane Counry Right of
Way for Indiana. Aveme withou: a pcrmit, as we4l as wsithouz accepted rued and drainage pra.ns.
- I a1u audfying ynu tMt you am ia violatlon sf the prwisiom of Sgukam County Cade
§9,14 and §9.40. Under t.he provWoas af Spakaue County Code 49.24 and §9.40 , ~ am
hereby dkeeting you ta ~~v ce2se aIl coastrucion-rreiated acdvfty wathin the pubUe
R9ghi-Qf-Way aa this prnjee€.
If yau conEinue with canstrucdn~-rebacd activity wkhin die public Itight-af-Way vn tfiis projcct
after rcmipt of this letter, X wil~ cvnttac= the Sgo1ane County SliecifFs I]eparcmenE atd rAotifyy
them to embarc.e this stop work- (inder_
i$ additicm -ta ceasirg aiI can,trucion-relawd actavity wirhin the public Right-af-'OV'ay on this
prC1feCi, yl}iT am d1raU4d [CI pL'opErly SmCLIm 2ll C'JCGaVatiom S4 i4S 'Llot td pYegeAt $ nLqmahCe,
SthaCtim Qr a1hsI'wtsa, ta thB 9fiFety Cf the gcitea.'al p11bIiC.
In order td remirre a permit for wotk ia the gublic FZight-of-Way nn this projem road aud
dramag+e plaus meeting tt~e rquirements af the Spokaie Cnunry Road St-andards must be
subQnitted, arcd receive acceptant:e from clie County Engireer, as noaed in Secraon 5.01 of the
Spokane Caa&y StwWandsfarRuvd arrrd Sewer Cowrucdan. Ta date (as af 11:00 a.m. C]cmber
24, 19%) the p1aw for #his project have ncaE been ace*, ted by the County Engineer's [3f#ice, nor
irds any germir been Luued.,
r
,
ilfZS SV. 8r*sdwsY kYC. •Sgelne. YfA 4929OI.~"'a • Mg) 45fi-9M FAAX OM 324.%T+g TM PSM 3U-3166
YO~~P 111 7irTi,fT~}1If~~~1 n7no Ane nrr~ VV.e v~-nT ect fr-'.ns
~ . , jl24/95 14 : 19 V508 3243478 COUh'TT ENGINEERS Q003_
ti
.
EdWard DeaL1 ,
P1414E~ - RiY"alC L5t TerraCe Addltiod
S[Qp WU[`k ~der
Octaber 24, 1995
Pagc 2 v€ ~
~n additian, my repres~ntafives observed (an the marning vt October 24, 1995) seuem1 iterrs
Wh'lch Wl~l hr1Ve an ilrip$m OII tilC BGCepttmCe of [h15 tDad:
a Theire was apparently no cmtiructior+ irBpector wisible on the site, with rval base
course and eonet°ete cuzb work in progress;
- h. '1'he curb on the saurh sidc of Tndiana appeared ta kiave nat bee;i adetluajzly prarected
ftm the weather, l81 'Lhat the pt3Gkf1'1arted fln18h 1ndicates P.Xj}oSLIIe t0 !'ailli and
c. The gutter partian af the Type 'B" curb was fvund ro be only 5'h" dlick, instead of
tfee 6" thickness required in the smndards.
'1'hese vbservativns indicatr, ta aie tha the constttictirrn iaspection cffart by yQUr agenrs an this
prQject is sorely inSUfficient, and immediata correerive acQon is required ta emSura shat a1I work
w be irstaller3 is corsftucted in accordance with ehe plam and specificacions. Failure to ensure
a that ffic work is propeaty comuucted ►vilt prerlude the Caunty frCrm aocepting the vvork. Any
surety posted for the construction of this wnrk wi1TT noc rrleased Qr redwr,ed yiiut aR the work
ha5 been demanstrated [o meet the specifttatiors.
.I a.m alscr advising yau that withm a geranit, the Ccrunty wiIi ncai be able ta firaJire Oie pIa[.
5hould you neel any carificatiUn an the cantr-nt of this Ictter, ple.ase call mc at 456-3600 lu
establish $ mutually convenieW time to nieel and di~cuss your questiou5. I am also expecting that
yau will call [o inf'vrm me of the corrective action ycu are taking.
Sin=eYy,
WiT2ia.m A. Joh , P.E.
Actiag Spokane Gwnsy Engaumr
cc: Frnjex fila
5p+1wm CaeiUty FAgbVCr':P dffira: 23i11 HemmiAp
. Tsrs'y Light#'uot
Dessis Soatt
5paimm Causty Proecxslor's Officw ?irn Emacia,Miks D=pscy
fPECt Tadd Whippk .
za~ ~ Oil AH-rsUH/Ma Ozss 699 ~~Z YV-4 Wbt ssrPZrnT
..w
•
INSPECTOR'S DAILY REPO'RT
INSPEC`COR: PROJECT HO.:
PROJECT: ~ •~p~~iC~" ~"iA fFiJ.S'JfJ~+i
coNTRAcTVR: WORIC PERIOD: A.M. P.M.
9~EATNER A.M. : P.M. .~a ° -
ViSITDRS: ~ - _
MANP'qWER AND EQUIPAAEhlT
5UPERINTEHI]ENT: FOREMAN: QPERATOR5: ~ LA64RERS; X/ SURVEYORS: FLAGMEN:
4THERS:
EQUIAMENT llSED:
ACCOU1■ 1 -OF WORK AND `DISV~SSIVNS
TRAFFIC 5IGH5 AHa BARRICADES CHECKEa: _ A.M. P.M.
STREETS CLaSED:
TIME: WORK: ~v 74P ,~f •.~a ~'r~. ~s~.~
- ~ .
r~l~ir" I~7,r~~/e~1`:~.rtr.a . ~s.rC~,~. "f~r ~ ~'i~✓'~ r'~v~ l.~t.►Cl:~r) ~iallr.9rrCI[friPs
-17,P /Aa.
_ (continued nn back) .
TESTS: WORK DELRYS:
AS BUILT NaTES: • . . _
CTTI2EN5 CONCERNS: ► - " . .
tITILIE.TY,IPROPERTY aAMAGE:
REYiEWED BY - PROJECT EHGIHEER C4NSTRUCTION'EHGIHEER:
PAGE OF DATE: ~ Z-1 r~
~a'
r ~
5 INSPECTOR'S DAILY REPORT
SPECT(3R: PROJECT N[D.:
PROJ ECT: ►•~rr~lca.~'~ .~.~r~ ~ ~n
cvNrR►acYOR: woRK PEaiQD: A.M. P.M.
WEATHER A.M. : P.N1. :
VISITORS:
MANPOWER AND EOUIPMENT
SUPERINTEN[]ENT: FOREMAN: OPERAYQRS: ~ LABDRERS; ' Sf1RYEY0R5: FLAG'MEN:
DTHERS:
EQIJTPMENT f1SED:
-
+ - - - -
14GCOUNT..__ OF - WORK = -AND..DISCUSSIO[VS
TRAFFIC SIGNS AND BARRICADES CHECKED: _ A.M. P.M.
53RFEIS CLflSED:
T I ME: _ WORK: Ae v, 7' .•V~ - ,,26 JfLr.-.0 ~017
c~~+~'~.n~a•a/Jl~~ c7~i~c~..r-~ra rJ ~ ~ ,~n~.J f~nrw ~~'~r~.rs
~
liJ."7
, ~ ~~~~.^.v_ ~~}rt]!F/ ~s'l~s~ * Cecasv ~.n n:,.~ r. ~~r•.~t?.v ^ ~~7'~r~
2-0~~
~ ~ ►~l0 ~r~y-r ~ dCirar~l fJ ~J~~ p 1r~s 4V&r[Y ~7ld~r r' -
gra
r .
(continued an back)
7E5TS:
WORK DELRYS:
A5 8UI LT N(1TES : CITI2ENS CQNCERNS: . . .
UTILILTY/PROPERTY DRlyllaGE:
TEVIEWED BY - PROJECT EHGINEER CONS7RUC~IOH ENGINEER: PAGE [3F UAYE:
. INSPECTOR'S. DAILY REPORT
SPECTOR : PRaJ ECT ND.
P R€]Jf C T :
CDNTRACT(3R: WORiC RERIOD: A.M. M.
WEATHER A.hl. : r/c~►~ s~'o `P.m
VISITDRS:
MANROINER ANL3 EOCJIPMENT
SUPERINTENDENT: F4RENiAN:
OPERATORS: LAB4RERS: ~ 511RVEYORS: FLAGMEN:
aTHERS:
EQ[1 T PMENT U5ED: .~~.~p ~•r ~.~~~~/r~~"
.
ACCOUNT --C)F WORK - AND D1SCUSS1C]NS
TRAFFIC STGNS RNU BARRiCRDES CHECKED: P.M.
S7REETS CLOSED:
TIME:- WORK:
✓I~~f¢//~:~ .li~ :~~r,1 6Gr`i..'~~~r .IJ'.~a..~~e s Gr~ r~.~oc~r~r rl~
JD~r
_ L.r9.~9cr-•~ ~ . "~*.s.- Gsp r~~ c~.~~ ,~rv.rsG~'' ~~~.a r' ~'r
. ~
(cvntinued an back)
TE5T5: WORK DEL14YS:
A5 BUI Ll` NOTES :
CITI2EH5 CONCERNS: ► .
TILILTY/PROPERTY DAMAG'E;
REYTEWED BY - PROJECT ENGINEER CON5TRRICTION ENGINEER: -
PAGE i]F UATE:
~c«-
~
INSPECTOR'S. DAILY REPORT
MPECTOR: PROJECT N0. ;
ryn~y
,,r~
P" ry .1 }i JEC T: !G, ~1r~v1"'rr~YJ~.i~ n~~~r/N.t^ ,►'T~C ir`ii^F7 ~ 2y`~ 4~ f''iGtacoNrRAcToR: woRK PERIoD: A.M. P.M.
WEATHER A. M. P. M, : t^! ~Y Src~3 c
VISITORS: -
MQNpOWER AND EIQUIPMENT
SUPERINTENaENT: r~d~.-. ~~,r ~,:~_s•~~' Fd~EMAN:
QPERATORS: ~ LRBaRERS: ~ S!lRYEYORS: FCAGMEN:
OTHER5:
EQUIPMENT USED:
~
ACCOUNT OF WORK' AH~ ~~SCUSSIONS
TRAFFIC StGNS AND 6ARRTCIlDES CHECKED: N.M. P.M.
STREETS CLDSED:
7INdE: fdORK: f-'~,e r.~ ~ .•~r."s~~- .~.s~ -
~~~~'7
~J ~m . ~ ~ . ~r~~f.~~ f~ ~ldGl c'11'~ ~i-tx L/~ 6 ♦'s'>~i~ir.`.~ j.f~' ~r~ -
r
_~P~ ~vr ~i~~ ~n .r~~r~~.~~ 29 • - -
(cvrrti nued on bac'k)
ealr
xESTS: -
WORK DELRY5:
A5 BU ILT NOTE5 : :
CITIZENS CONCERNS: , .
I,ILTLTY/PROPERTY DAMAGE:
REYIE4fED BY - PROJECT ENGIHEER CAHSTRLICTI4N ENGIHEER:
PAGE QF DATE: J z;,
lll:;~, .
+ INSPECT'OR'S DAILY REPORT
~
...,.F'fCTDR: PRO►]ECT Na. ~
PROJfCT: ,~~✓.~c.t'?~`,I~ .~g~..,~r' ~.~`~~.~~d.7 _ c-~.~
CONTRACTOR: c~rr rcr~r~~~n WORK PERIofl; A.M. P.M.
wE►azwER A.M.: P,M.:
VTSITORS:
MANPOWER ANQ EQUIPMENT
511PERINTENDEHT: carve :7FOREM4EV:
OPERATURS: C5~ LA60RER5:. ~ SURVEYORS: FLAGMEN;
oTHERS :
EQUIPkIENT'L15ED:'
ACCOUNT - -QF WORK AND DISCUSSIONS
TRAFFIC 5IGN5 AND BARRTCADE-S CHECKED: . A.M. P.M.
STREETS CL45ED: -
TIME:_- - WORK:_ ~ ~•~.~..Qn~ - ~h~c.~.~~~~~.~►~ ~~vrr
_ / ~ fr's.*/J. ~r.9 .r✓J ~ . ~~~r!f' ~i7,~ r ia ~se.~ ~~is ~ ~ ~C~G' ~ ~~7 ~~fC !~'~i''/~ ~
~Y ._fII~JJsT 7~~ir ra_ r r l7~ r/Tc7 r~'~.~CLf171~ /~if7nt~ ~I ~GCTT{~ ~~e~sr~sc~ A'Y•s G
. .~'J op
_ ~c•~f l~7g~.-.~r/ ..r ~r~ 1~..t~~ ~ ~i~.o /1,►9r~ ~~.rllr,~.~~.~i3..>sn
'1 r
. ~''i ~i'.~► : ~ _
~ - - (cont9nued on 6ack).
7E5T5;
WORK OELAYS:
AS BUI LT NOTES: CITI~EN5 CONCERNS; . .
UTILILTY/PROPERTY DAMIAGE;
■
REYIEWED BY - PROJECT ENGINEER CONS7Rl1GTIOH EHGINEER:
PAGE OF Q,0.TE: /0
/~''i~
-AGRA
'Earth & fnvr'ran,rrfental
E 520 North Foa;hills l]rivB. SuiiO 600
5pokans. Washingtvn, U 5 A 99207 ~~l~ ~i'1/~"~~ 1 i!'1~
J(~09)482-01D4 Fax (5~J)482a3202
- ra t,,)e0,j- f~ArF ~1011Na'~
A1 E ATTEMTIQN ~~"F'eIC o CI~
RE_
Vl>,Je ,,..ACL [f~
~ ,s ~
I ~
WE ARE SENDING YnU 21-Attached ❑ Under separate coVer via Ehe foElowing items:
n--Report ❑Pnnts ❑ Plans ❑ 3 112° bisk ❑ 5 114" Disk
❑ Letter ❑ Shop drawings ❑ 5pecifications ❑
COP[ES ~ OATE , P+R] I pESCRIPFfON '
t I PL
L EIL; [4 re_ ..-h 4~e_ IC -dO
~ ~ -
THESE ARE 7RANSMlTTED as checked below:
0 For approvaf Cl Approved as submitted : El Resubrrai# copies far approval
BxF'or yaur use El Rpproved as noted ❑ Submiti capies for distributian
❑ As requssted ❑Returned for corrections 13 Retum corrected prints
L7 Far review and ovmment CJ
0 F(3R BlQS t7UE 19 ~J PRINTS RETUFiNEa AFTER LC3AN i C]"US
REMARKS
~/r~ ~C w~7~ l~CLC't iT [ C ~
-7o-7 u J ~ 4L'
SF
~~Ir e ..~"[1,C
1 ~
COPY Tp SlGNED~j
ncilLa Ea,n a 7l84'
PROCTOR ANALYSIS UATE: r'ys-
~ r~rnm~ntar
E. '521] Nor#ti•Foo~ilis ~nve, Suite 600
Spakane. Washfngtvn. U.S A. 99207 [[~NT: ~ J~A~ f~ ~164ts75 L~~-L LAB Ni]-
~
- F'RCIJECT: ~ 1 4, f=rZ [~O F1 C.~L _ PRC],iE-CT NQ'
NETFCHI USED: D155_7 wG.~-r C GEN. 5C}[L DESCFtPTI[?N -6RSc (ILkQ5G- 9c. PA55WG 314
mU4NSl.R41 QPlY DEN5lTY_L~5_0 []PTiMltIN M015T[7FtE Eu•~ ?G PASSIfVG 3!8
FiEMRRKS PA- u1G #4
SAMPLEQ BY: IK3LA0D ASPt_Pff TESTED BY. Ca-PSt1CCC.l~C~~I~ . REVlEWED B'r':
DENSI7Y TEST f+10. 2 + 3 + 4 ~ 5 ~ 6 ,
wT. OF wEr&cYL*IlDER ~cl- 9 i r. ~ I _ I
1NT. OF CYLRDER ~ ~~1 • ~ ~ss~3 . ~ ! d
A
~ WT. OF wET sAMPLE 2,/3~ Imas'7
VOL. cF Cru14" A75-
ur,rr wEz wEK3-rT /&S 9
uUT oRY wEKiHT 13d. 5/ I35(, 9
s DMtNO.~
WT. cF wEr&OWl I&27, 0
++v1 OF DRY&asH .z
WT. caF wnTER I 6. I D. C) 271% ~.3,7. 7
WT. cF.D9SH /G,2. 7
. oF aRY shMPLE Z/03,7 ~ q-5 5:G
_ rER CON,EHT% 5.0 ,
_ j
•a ~ -
~
~
~
3
~ r3r
~
cr
n -
~
:
~ s to
{ ~ g 9
r
W
~ • YIfATQi Cf]NTEHT43ERCENC
a . . - - _ , . . > - _ _ -
_ . ,
WA~ RA
Earth & Enviranmental DAILY FIELD REPORY
PFIQJECT NAME PRp,lECT NO FIELe REPOR4 Pfp
Lc+ranorr oare PaGE
~ /,0laq -9,,57
ARRIVRL 71ME GAY DF {AfEEK - -
9+3oA%k, SSh(6►NFF
CUENT RpW~M~EA CIIEPPF DA OWPlER'S AEf'RESEhlTA7iVE! PHt]R!E No
yA,y~ 1: ~~1 f
GENEAAL ~G6NTRACTpR ` CON7RRCTQR'S REPRESEN'FATii]E 1 PHdNE No
5UBCONTRACTGR gS1BCpNTRACTC3R'S REPRESENTATIVE 1 PHONE No
CQ W1p-iir'p"~
AGAA ESE~REVEg ~.IV~~ Y1 AGRA;~E P ECT h O[~ _
/1
'WEA7NEFi
EaiiiaMEnrr usEo
tf to udr, ftft - -
coM1+FeNrs (oesr~ wnrls ownplet, 11 dL*g ft osr. arry aroblerRS aM ftir satuffa,s)
~ r ~1~• ~ t ~ C~~ ~'1^p.~.~ Y' ~A,~'~d- _
~
c • u t.u `r ~
I~ { J~
. -...•sr ~ eLr'~11~`• -~~L7 [~f ~ ;,l[+, ~il!
_t
`r .
~ o
~k-
. . >
AGRA E8E Fie[d Repre&vrttabvs AGRA E&E Prc~j~ Manager
~ rc L ~
CvrsCra~Cbes Represarilafine date Coradnued 11
~ .
•-►~La Eerfh a ErMroms~,tar, lnc. j". 7re4] - - • - - - . . - , • ' ' - - . ~ - • -
_ . . . - _ . ~ • ,!'i r > • . ' . • . - ' .c.
AGRA
farth & EnVrronmental DAILY FIELD REf'ORT
~ PAOSECT NrUA RRCIJECT ~1o FIELD REPORT No
~~..,e~}c~ _d
I ,2-- 13 1/ I ~S
DATE PAGE
_ /o-~1-~C
suMMARv OF FiELD eoMPACrroN TEST REsuLrs
VARIATIDN
FIELD FRQM
015TANCE QRY FIELQ FIELO pP71MlJM PASS
TEST ELEV BELl7W MATL pEN51'fY MOIST CURRP MpIST OR
TEST Na FAETH4D LQCI4TI[3N (FEE'T) GW10E TYPE [Pr-F1 f`tSy FA9L '
.
0
~ F, „ it ,t
~ D
n rt af
j3ao
i
PERCEiMT C{]MPAGTEQN BASED ON BPHCIFECATION:
~ srnsvnnRn PaOCrvFI nsnM o 698 ❑ eo9t ows?- 95x o ese
pMoaiFIEa PwOcroR Asrm oi w ❑90c, 01557 ❑ so% a1ss►
❑ 4TMER CI UTF4ER
M/4TEEiL4!_ REFEAEAICE AAATERIAL N1S47QAeSIJlN DRY OPTIMIlFA
Z' NUbABER TYPE $AMPLE NU 6ESCdi[PT[OM DEN5f7Y (PCF) MOIS7
6'T flENSIrY TEST ~y L7 J_'F g_ _SZ
~
RT = RETEST
I -
TEST MMOD
0 NUCLEAR {ASTN10 2922} sc = snNa COHE [nsTM D tSW
DC = owve cvurrMR (nSTM o xMr)
AGRA E&E Field Rap. (Initisls) ~ ACRA E&E Prcject Manager ([n'stiafs) ~ ContracYaes Rep. {Inilials} iCantinued ❑
----+44Ra Eartl, & Envlronrrwsa~, inc. -{Rev ~rsaj
. ` - - -
.
• - *A GR A
Earth & Enviranmenfal DA1L.''9( FlELD REP'~R-T
` A~~ECT NAME- raWecr No FiELD REPpAT Na
I3,IY / 7
LOCA'nOM f]AT E PAZ3E f
~ /O .t oF d
aRaiv,aL nME DAY f]F 4VEEi4
SSMgV+1TF
CUEHY DWNER GLIENT OR {1WNEii'$ REPFiE9ENTA'iiVE 1 PFiClNF Na
GENEFiAL COkTF1ACTdR ~ COH7RAGTCiH°S AEFAESENTAnVE / PHC3NE No
SU$MAf7RACTOR SU8CQ14TAAGi'[3R'S HEPFtESEFETATlVE 1 PHONE h!0
1~
pGRJr E IEL ,1 D~RRES V AC~R11 E~ ~r~ ~
G~,
WEATHEfl EflUIPMENT U$E0
C:d]Mh4ENT9 (tescribo wwk ocrnpleied " the 4aY• anY` DrobWm end thetr soluhans)
_.~J~ ' I~ j ~E..~ ~ "~-~0' _ _ IP°~~i ~1 C'~ ~ ~ A ~ ~,f•f ~
_ d r►~'~ V a~ w ir.~-!~. ~~r ~1~ ~ "'I e
* ~1 -~L+
,ts ZII. V ~ - ~_K ` 1 t.~t! ~ L R;~~~✓ ~ ,
_ ~ 0!~~~lri.q~ .~d - s.~~~^~- t} ~ ~ ~ f ~ ■ u . 1~
153
rs ~ 1R t:o sa,~► ~~wn j 61 4 ~i .n. ►*.e - ,
suip
~ 1)6 a _ ~ atJ^
~ C1li'ti ~ Irt~
n .
lA E&E Fleld Representati: AGRA E8.E Projea;i Managar.
CtNdracOe$ R9pT856R1$UY9 ' Q8t6 G`&ft8d 0
AGFVI E8M & EfNVwCleflla. ~11C.-(Ft9V; 7~+1),-°. ' - . - . c' r n. „ • ,
~ AG RA
Earth & Environ►rrental DAILY FIElD REPORT
` R~~EC7 HA~ ~ PRC,IyECF No FdELD REP{]RT INo
r'.'} 13l!
Li7CAT1L71J ' C1A7E ii PAGE
!o-2s ~ .S 1 ~ 1
ARRIVAL PfME ❑AY i0F WEEK
va 0"+n 5 S M T ig T F
CLIENT O ~~~R
CLIENT OR BWNER 5 REPAESEN7aTIVe 1 PHC7NE No
nk-L/1 ~ ~ ► I
C+ENEIiAL OOPl7RRCTi)R ~I C[7NTFiAG4{)p'S FiEPFIE$ENTATIVE 1 PHONE P!o
Sl16CX3NTRACTOR SU@DOA17RRCT(]R'S REPRESENTATIVE 7 PHOWE HO
AGRA E&UJ5k&8 EPRE SENTATI~ V~~ AG f
pJEC►"► V JLrS ~ .
_ r
wEArrtER EcauipMENt usen
OOMMEMTS ([esuft work camplerad " the daY enY Wobioms arkd their sdutions) _
~ vi C71n 5 y L
~ .I~~~C~ t~ r~ Q ~ ~s f~ A 1` .~p~ r i C~..~Y ~ V11~ S •1 ~ ~ ~ a +1
~ '~a~l~~'~ 11'~..~~ ~k_~~•~ C,~
rit yst±, : a Vk 4LAP_,.,~- ..~4+3~.~
a 4.~! su.'~a.~e. ~ • ~~t.+ 1~.~~ ~J ~ ~L, le•e.~~`i ~ ~ .
^~'r 1~.~ 1~ ~ 6 f ` f~u4~rlQ 1~
-~3'-~ r.C { L~1 de g lti1 h~-~ Cl~ 1~f~
wza
~ ~i ~ ~~~,~.~..-~•,~.t,.~ ~e~.s~_~.~ b~
-tA
~.w" - -
t
AGRA E&E Fteid Represerrtative e,~.~ AGRA ESE Project AAanager ~ .
~
Cortractoes Ftepres(ntatirve ; Clate Cantinueti Ll
►uaRn Earnr a, E-*--~A lncjFtev_. rra4)
- - . , ~ - - _ _ - _ • , -
- . ' _ " ' _ • ' ' ' . a f . • . ,~p i
AGRA
Ear#h & Envrraramental DAILY FIELI] REPORT
,
PH6JECT VFti PRC]~7EC7 No FIEL❑ FiEppRT No
1.~CYC+V~L~1C
LC)CATION QATE ?AGE
nF
I qRR11JAL T1FAE DAY OF t~EK ~
ssMrwrF
CLIENT G NER CLIENT OR C)WNER'S FtEPRESENTATIVE 7 PHONE ~!o
L~
CiENERRL CS3NTRACTQR ~ CO HTRAC'fOA'S FiEPRE3EHTA7lVE 1 PWi7NE Na
SUBCONTRACTGFi Sl3BCAA1TRAGTOR'S REPRESEkTaTfVE 1 RHONE Nc
AGRA'LO REPRESEhTTA~ V~~Y AGRA ESE PR ECT A~WAGER
'k.J ~
WEA7HER EOUiPMEMT lJ9E[7
OO&1AAENTS (Dascri6e wark wrr{ple[ed durin9' Ihe CaY: arry proDlams ard 11eU sdutWs] .
IA--
.
Ll
i
- A[;,RA E&E Eleld Repeesenta5►re •AAD VL k AGRA E&E Pra3ect Manages ~
~
Cor[tractat$ Re~resei7fatFve . Date Con6nued ❑
A[3Rn FwC, 6 FJs+Anonri~net, Inc. •{Rer. 7I~s} _ . _ - . . .
-_rs~V;?+: • _ r. . -
• . ~ Sas~r:,~r'~^~' . _L. - - a a
'-v7.. ct :y-' . • . ' " • - - ~ y;r: Ss-
AG RA
Earrh & ErrVironmentar DAILY FIELD REIPORT
r ,
, rn41ECT NAME RRp,lECT Np FIELD REPORT Na
~~.~e.~ tiu~►1!C ~ s~ . 31 1'? - ao til
Dd4TE P0.GE
I o OF
SU'MIIAAFtY OF FfELa COMPACTION TEST RESLJLT5
VAR1ATtC7N
FIELD FRON4
OI3TANCE DFiY FEEL[7 FIELQ C1pT[AAUM PASS
TEST ELEV BELt7W MAT'L DENSITY MQlS7 CAMP Mp15T L1R
7'E55' No IvSEfF[OD LOCA41pN (FEET) GRADE TYAE (PCF) {°r6j FAIL
a1'hM1Vkt ~V~1r ~QYLiG~ ~f 8`T
~
lwus.N ~ve r 14 rt&, '~O t[]s S a l•v`C4A
1,11,LI-7156•`~~,7- p
w1D N TJ[r ~ri~ y +~3 SQ ~4.41,.a
~ '
y ~ r Sa uew la+n~. L~l-d ~"~'~if ► AV 1~ d.
rPEReErrr cvMpaenoN ELAsFO oN: sPECiFrcATEON:
❑ sTartosRD PRocroA e,StM D sN ❑ so%008 ❑ 95% a Wa
0 QNW IFlEO PROL`Tf1R ASTM D 1557 Q9D% 61557 0$p% P 1557
0 OTIiESi ❑ OTFfER
MATERIAL REFEREhICE AAATERIAC MAKiMl16A QRV OPi1MlAN
TYPE SAlYSP4E M. OESGRIRYIO11 6EidSllY [PCF} MO15T. (96)
TEST NU~EPt
Q0EJNS[TY1'EST ~ ~J 1~l■ ■
F~f e AFfES'f
MEIMOD
N~III[M.EAH (ASTM d 2M)
-
' SO a 8ANd [ONE (ASTM 0 1556)
6C . ORNE CYLfN DER {RS7M Q 2887} -
AGFiA E&'E Flefd R$p. [InKials]-5 AGRA E&E Project Manager (Initiels) ~ Contractors Rep. (Initaais) cor,bnuad ❑
__nGan Ezilh a ErW . . : ~ ur- (eow a94)
- - - - - - - - • - - - • -
- , • , - -
*AGR a►
Earth & Environmenta! DAIL~ FIELD REPORT
raU.iECT NAM PROJECT Na FIELD REPQRT No
6ATE PAGE
/ti -_2 7- c)
SLIMMARY OF FIELD CaMPACTIOh! TEST RESLILTS
VARinrIow
FIELD FRpM
C1ISTRNCE pRY FIELD FIELD Qp°rIMWM Pk55
7EST ELEV BELOW MATL DENSRY MD15T COAAP MCFIST OR
TESZ No ME77iOP LQC[7It]N (FEEI'] GFiAUE TYPE (pCF) (96) I46f {q51 FAIL
~ ~i~~0.u~l71 Ave.~ itYf~~[1'~'►°r^~ ~d~~. a+
/V
' FK rL J-,& ~r 30 ~
~r~~Awu ~ ~ !~►4 ~-~'o~"~ ~
~ -.~-o~W ~~y' ~ ~ ~L~y L~ii,J ~
~r[~1 [twA ITIJ~^e~ 4~ ~4FM f~I S ~ DF
if
. X 5 -r-4,
r~ 3
~f
~.dr~►wa ~ ~ ~ 5' u ~j
PERCEnrr cvMPacrIcaN BasEa aN. - sPEC1141cAriOnr:
►r► ❑ srAriQnsae aROCrafl nsTM o M ooc o ssa 0 95x oM
C] ti+ooiriEO PRacrOR Asrhn o 1657 p su% D 1557 ❑ e0x o 155►
- ' ~ aniER . 0 omER
IWITIEAIAL iJEFEFiRVCE MATEFiULL FMX[MlJM f1RY C1P17kSL'AM
TEST 6J11MBER FYPE SAMALE No DESGRIA7'[OW DEHSffY fPCF7 KMW [%l
~~~,E~ ~ 3 T~ 6~
AT 4 RETEST .
TE$'P METHOp
0 NucxEus (nsrM a 2=)
' sc g Snnro cOrrE tnsrM o 1 s5sy
oc e oRtvE cYuNDER (asrM Q2W7) -
AGFiA E&E Field Rep. (lnifials) tW AGRA E&E PrvjQCt Mariager (Inibals) ~ Cvntractors Flep. [Indials] Cangnued ❑
A['iHA Eerth ~ Errvhanmer", lric,_{R~i+~7I@4J_~~. ~ _ _ i . f: ` • • - . - . 's' '
- .•i ' _ =-'3?` i u ; _ . . ' _
° -.1 e _ " - 1~ 1 " ~•~-Ym , f ' . "-,3°,~.'
- ~ A GRA ~
Earth & EnVirvn►nenta! DAILY FIELD REPORT
'
~Rt7JECT NgE PRC7JEC7 h!o FIELO REP❑RT No
_2
LOCA71C]N DAl'E PAGE
to -.~7-~~ ~F ~
. aRRiwu.nrwE ❑AY C9F WEE}C
L~,~ 'P HrL 5 S hA T W TO
GLIEMT O~ ~ ~ ~ CLIEN7 pR UWhdEA'S REPRESENTATIVE 1 RiiONE No
GEFlEFiAL ppNTRACTpR ~ CpNTRACTOFi'S RERAE5ENTATIVE 1 PFiONE Ng
~UBCONTR~ACT4R SUBCQhdiAACTOR'S REPRESENiATIVE J PH~lE No
J
• ~ C, INr"1 V%,
acwa eo ReRaESEnarAn~~ ~ ~GRALPROJECT ~w,~eR
~ .
4rrttr ~
1PVEATHER EQt1fRMEMT Ll$E.D
ai fj]e i- ~
CQMMENT$ (DeSCrfbe work Canpleted during 1he d&f: 8rry Pr[bjem9 Bnd tP1Wr sdu[l)ns] .
p N
l wl ~
~5!_~ ~ c r weLp
JS'
~ A
~'T~ 41!eL~~° Aae~i3'
' ►d0. w1 ~
AGRA E&E F[e!d RopmsentatiVa `•~Y~°'~ ••a AGftPI E&E Prajsct Manager
~
Corrtra~s Represerstafiv9. Date GanUnued El
• ...-`s•c . , • , a . - ' , .
A4AA Eerth & EnNnonm~tta4 lr-:,(Rer. 7I84)
' , - - - - -
- ~!'•'~'•~'~''_F~.'-A,;e~~~ • , ,.'v . : . ` -_t.C•-.'i~~s~ji;~•~-7_ • Tr~ _...3dj.a¢a=~J_.' _ _ . . . . 7
- 'v~='d.sti,rs.. . .r . • .
*AGRA
€arth & Env►ronmental MATERI►QIL TEST REPC]R1"
K)JEGT NAME PRCS,lEC7 Nn TEST RE~Pfry]R hb
LOGATION QA 1~ PAGE
OF
GPERMIT NUMSEA WFATMEFI
{ C~L.~aCC.aL~
CIJENT f]RoMER ~ J ENGIhlEER '
DF~3 f L-fr9c~.1S L.ET.f ~
c~ENEFtu conrTFrncroR ' r Aac►tiT€cr
'~r2~rF1'~',F C ~ : ~ e• 4 ~ .
~ r " Fr.~.~v~~:~-v
4Y
~ ~
' R
~ ~ " z'~~'~s,v~•;i},o, ~ -sa ~'~s^ ,.u%.~~ a""~'-.,~~~ PORTE q~~.
.a:tr.a~4u ~4' '~C'8, ~YS: ~ti~~,d.-;~a.sX~c4' ~~•y~.. ~s tiFsA r$'" ZwS ~ , d~T~i ~
p •3-SL:,°e."W...r~v2'~" :
Sl1RPUEFI _ j~tIK No 7I ~~n ~ PUIh[~' No f
N[I]( . CEHSENI' 7YPE
R CONCRETE - - ~ 1'EMP.I0og F1 ~ YIa.L7NNI7 ~ IIESIGN] Q ACTl1AZ
L] GflOUT FIhSE ~ T'FilKxf N. ~ TiCFfET N. ~ % AIR ~ Sl7lMP ~ CANC ~ A!R ~ YYEIGHT AFI% A!u
❑ MaRrAR ceM LBs ~ I
~FLEc eEAMs F nsw c.aS-~ I
~ PRISMS I I ~ I ~ ~ I C RGG LBS I w
❑ GRCHJTEO 'tkESICiA! S7}iEhfRTH ~ P51 002ty DAYS C AGG CBS I 9
~ l1NCaRVUTED SLUMP SPECIFICATIONS TOFAL CU YDS PLACE[7 YD63 C Ar3G E&S
~ s]TNER AfR DOFl7'EP!`C SPEC41FiGR71QH5 I LtJAi1 SM Ya53 SAND LBS
~ ~ ■ ~ rY~~r~~~ '~Y ~f~; ^"1 `I~~~y~ k 5 ~ H.04DMIXTUFIEr` I
{ 1
❑ F170T1Pk'a5 f3FllL7$ ~
C) WN1a ~ ~1fL S 1.] ~i.3~41"i+L~]PJ A\1F ruuFr Errr ~ 47jCwt I
~ ~UMNs 6)9,>r .wa ~A.wwr, 424ILM Zws 0L e;)f10
`
~ GPiAdE BEAM i I WATER AC(M}ECd
~ SLABR7WlL R~Afl~j ' ' ~ • • ' r BT I 1.881 AT S85
❑ 5LAB ' -
❑ PICiPF-S - . , , -
~ l7THER ~ REFEREHCE FIE10 AEPpRT No.
OcwFl3HhAINC3
fHSPECTOR~/L.I'+. REVtEWEQBY E] NC#V-COHFOF1l1!!N[i
-VII
DAl'E SPE~H.S CRST I QATE SPEClMANS SUSFATfTED' . _ -
4AB 10 TEST FIEW A3E SIXE AF3EA VYML3HT FAA]f LAAfl BTREPffr3TFt 8ET LAB TEST
E
Pla. I pA7E ~ CUAE (QAY$) I [IN I {SQ lm I (l,$S) I LLMY ~ (PSI) INo- I TECH ~ METHOD
-7 1 (exc-Z- IAja-_LI L&Q~ffo I 34aa I I c 14 _f [jjcsTm C; 39
t`[r 7 I ❑AASK~O M
~ a.[a_I k_, ~ I I I ' E] crmER rsoww
! I I I ~ I 1 , p~,~~~
f I I # I I I I ❑~URAL
I I ~ I C I I 9 I ~ CQNFOH#AIN(i
I I ~ I ~ ~ I I I I F-I NONA'ANFQRulIN6
I I ~ I I I 1 I~ -
FEMAMS ~ - - .
c
P&vWmmd by ~ bate~J~.7
rAGRA Eaft s Sw,. . . id. Inc. (Rnv, I
t18ay . „f:~:_ _ r~ . v - . . , _ . - ,
' ^ • , ~ . _ . _ ' :d,~ _ g - -
~y t ~e_'.- ~ ~'V.t:.' _ Y.d~~, .
1 . ~ . ' ' ' . e ~ . s ~,ti,' ~ ' •a . 7:- ~ ' '
~ ~ ~ _ , .y r~ J,-°'-. , • .
_-i~ .s a,:,a~~•"- . _ - - ~L'~1~ r-~: 4~. ~b,.:.- ~ - - , ~ - • - • .
- - • -r - • _ ~?s`~:~;CS~e`*~o: Y~ • d ~"a'P-~y~~e~".2`~^~_;~ . . _ -
INLAND PACIFIC ENGINEERING - TRIa1N5MITTAL
7C"7 W. 7t11 Avenue, SuIte 200 Spvkane, WA (5Q9)458-664m Fsx: (549)458-8844
v-• • •
Engineering
TC?: Spvkane Cvunty
- 1026 W. Brnadway
Spokane Wa. 99250-0170 ki:PpE.C.`,JECT 1fl5B1~';'9vfi1$
A~, , ~ } ` " ; ` ' ~~;,r , ~ ~ A ,
ATTENTION: Ed arry, P.E. PR~}JECT~NA~IE• talk"Tnd a,~~d
~rd.`Ad~litir~ns' , .
y.. , AA`
• M\4
4 , PROJECT PE-1414-81 '
Descriptian:
❑ Prints ❑ Capy of Letter 0 CDpies of app. plans
❑ Original ❑rawing ❑ Contract Documents ❑
• Work Authorizatian ❑ Drainage Repart ■ Inspection reparts
Na. Copfes Descriptivn
IPEC ❑aiiy Reports (i 0f31/95 - 11 /2a/95) 2nd Addftian
AGRA Earth and Env. Materials Reports (11 /1/95 - 11 /17/95) 2nd & 3rd Additians
IPEC Daily Reparts (1 0124195 - 11 /20r95) 3rd AdditiDn
~
Purpvs~
E Infarmatian ❑ Review & Comments 0 Per Your Request
0 Written A,ppraval ❑ 5ignature & Return ❑
Remarks
Ed-
14s per your request, Ihave included the inspection reports mentioned above. If you
need any further informatian, or have any questians, pleasQ let me know. '
• SignQd:
Bruce A. Howard, E.I.T.
cc: file
RECEI~~~
~ pEC 0 6 1995 ~
! sS
FOKME co##PgY E~G1~VEER .
INSPECTOR'S DAILY REPOR'T
~
iNaPECTDR: oe-~:.~.~~ .1i~•/~~ PROJEGT NO. : e-`s2,'~ 7
47
,r -d~ r 7
pRQJECT:
~ i.rr~..7cr/.~ f~.~.]rr a r 1^..af. • ~7 •,~wG .~/Y'~: ~:sre _ ~I S'talS
CONTRACTOR: .H,- WORK PERIO[}: A.M. P.M.
WEATHER A.M.: P.M.:
VFSITOR5:
MANPOWER AND EQUIPII~ENT
SllPERiNTENDEIVT: FQREMI4N:
OPER,ATDRS. ~rr LABORERS; ~ SURVEYORS: FLAGMEN:
aTHERS :
EQl1I PMENT G5E0:
ACCOUNT OF 'I~ORK AND D15CUSS1C3N5
TUF'F I C SIGNS AND BARRICADES CfiECKEQ: A.M. P. NI.
STREETS CLOSED:
T I M E : WQRK :
.-srsr,.-
JJ7
f~~CY ~I7'~r~~drGT~i L.L~! I • ~Y§! .~E7l77+~ /
-Ttstv.
a r
WORK DELAYS:
R5 BUTLT NOTES:
CITIZENS CDNCERNS: ►
UTTLILTY,IPRQPERTY DAMAGE;
i
REVIEWEa SY - PRaJECT ENCINEER C4N5fiRUCTdON ENGdHEER:
PAGE OF C3ATE:
7e.-ex
INSPECTOR'S DAILY REPORT
iNSPECTOR: PRQJECf N0.
~
PROJECT: 7
CQNTRACTOR: W4ftK PERi4D: A.M. ~ P.M:
41EATHER A.M. : P.M. : ~,r'►~-- ~d r~
VISITORS:
MANPOVIIER AN[3 EOUIPMENT
SCIPERINTENDENT: FOREMAN: 4PEfdATORS: ~ LABORERS: ~ Sl1RVEY4]R5: FLAGMEN:
OTHERS:
EQUIPhIENT USED:
A+GCOUNT OF WORK AND -aISCUSSIC3NS
TRAFFIC 5IGN5 AND BARRICRDES CHECKEO: A.M. P.M.
STREETS CLO5E6:
T IME: W4RK:
/I I f. ~v e-5 rc/awn~.rr~
z r
.L°_' (corr t i nued a n bac k )
TESTS: j
WDRK DELAY5:
AS 6UILT HOTES: .
CITIZEHS COHCERN5: ► -
UTILILTVPROPERTY QRMAGE:
1
REVIEWED 8Y - PROJECT ENGTHEER C4N5YRUCTI0N EHGINEER:
RAGE QF DAT€: 140-/
1
INSPECTuR'S- DAILY 'K--'EPORT
TNSPECTQR: sC~.s-~~ PROJECT NO.:
PROJECT: f-.xnr ~A- 'r~
CiINTIRACTOR: W(3RK PERIQD: A.M. P.M.
WEATNER A.Ft. : P.M.: -
1f iS I7DR5 :
- IVIANPOWER AND EOUIPMENT
Sl1RERINTENQENT: FOREMAP[:
flPERATORS: LRBORERS: -I,,/ SLlRVEYi3R5: FLAGMEN: '
OTHERS: ^ .
EQvIPMENT llSED:
7/11 7 s•.,~r.ct.,~a,r _ t .~i~.a~ c~~ Ir~r,I,rs-
_ ~ f
ACC+DLINT QF WORK AND DISCUSSION5
TRAFFIC SIGN5 AND BARRICADES G&IECKEa: -A.NC. P.M.
STREETS CLOSED:
TIME: WORK:
zz~" ( & es-f~..e"e~Li ce' ! ~ s7,~'! T ! C7
,
(continued on back)
TE5T5.
WORK DELAY S :
AS 6UILT N07ES:
CITIZENS CONCERNS: . .
l1TILILTVPRt3PERTY i}AMAGE:
IL
REVIE'WED BY - PROJEGT ENGINEER CONS7Rl1CTI4N EHGINEER:
PAGE oF DaTE: fr 1~
INSPECTOR'S UAILY REPuRT
lPCCI 4'R: f rtOJEC7 NV.: 9S G~/'7
PRaJEC7: .~.~.-/,~i;~.~'~~ ~ ~..-,~~I~ .~~,.~c►- 7'.S-'~`~ 7
CONTRACTOR:~~~ WURK PERIilD: A. M, P. M.
WEATHER A.M. ; P.F4.:
VISFTORS:
MAN'POWER AND EQUIPMENT
SUPER1NYENDENT: .~r•~r~rra.f~.FOREMAN:
OPER,ATURS: y s LABDRERS: ~t SIJRVE1'ORS; FLAGMEN:
O7HERS:
EQUI PMEH7 US EQ;
ACCOUNT--OF-- WORK - AND D~S~~SSl,D~'S
TRAFFIC SIGNS 14ND BARRTCAaES CHECKEa: _ A.M. P.M.
STREETS CLOSED:
TIME: WQRK:
~.$^G / ? ~ia~ a~-.s~ ~r~r~ ~ r.., ~r rts,~'~~r ~/r.r•rr /1 ~ ~ s~-~o~.~r
1 ~Cf/--
f~.~'~'7. r~'~ ~ ~G'.~ .'//L~ r,.zr_✓ ~n~ ~ ar-riari~~ l~,~~ le
/
C e, (c+ontinved on back)
TESTS: W[1RK DE LAYS :
A5 Bll I LT NDZES :
CITIZENS CONCERNS: , - -
UTILYLTY/PROPERTY [IAMAGE:
OL
REVIEWED BY - PROJECT ERGIHEER CONSTRLICTION ENGTNEER:
PAGE OF DA7E:
`
INSPECTOR'S DAILY REPORT
INSAEC70R: PROJECT NO. : ~PRO,]ECT:
CONTRACTOR: WORK PERIaD: A. M. P.M.
WEATHER A.M.: P.M.:
VISITORS; MAn~~OWER ANDEQuIPMENr
SUPERINTENDENT: FOREMAid :
DPERATDRS: LABORERS: SWRYEYOR5: FLRGMEN:
OTHERS:
EQU I PMENT USED :
ACCOUNT OF WORK AINDDISCUVSIONS
TRAFFIC SIGNS AND BARRICADES CHECKED: A.M. P.M.
STREETS CL45ED; -
T IME: , WORK; IXe ~ .afa .r~~ r1r~ 4-'od .q, r►a. e__1z6=m2v Cr.~rr~~c
`~~~~~s /t7.f1'rP.~.~'~ ~r.rr,r~ rr.r ,~~i~errr2-r/,~ .,~rr~ ~s--~~.~i..f-r~
/,VX) [.rJps l.~ rz T'n ~~i0 ~t~fl~7L✓T.J^ 7`.rr r c.~. srY X/~
i - -
C,h2.IJ'~@d l"LYlG _ Gri9 1fi~ T~ C[~,ly./~. -
~-~.SG ~ ~ ~CJyv~7`I: T7^r r Tel~ .~/v+ s,a~~,a/~JD/C.f Ga~ 7st~ol~
(continued 4n back)
TE5T5;
W4RK DELAYS:
RS B[] T LT NOTES.
CITI2EHS C4NGERNS: l1T T L I LTYJPROPERTY DAT1AGE:
REVIEWED B1f - PROJECT ENGIHEER CONSTRUCTI(]N ENGiNEER:
PaGE aF DATE:
INSPECTOR'S DAILY REPORT
sPEcTOR: PRaaECT Na.:
PRDJECT:
CONTRa4CTOR: WORK PERIOD: A.M. P.M.
'I+PEA7Fi E R R . hl . ; 5ws-or-~«..~ A.•i) P . M . : ~S~~r...~..~ ~ . ~ •er~ pAre J~
C r
VI5I70RS:
- MANP~~ER AND EOUIPMENT
SUPERINTE{VDENT: FOREMAH:
OPERRTOR5: y LABQRERS : ~r SURVEYORS : FLAGMEN:
aTHERS:
EQ[1I PMENT USED:
ACC~~~~ WORK AND DISCUsSIONS
TRAFFIG SIGNS ANO BRRRICAUES CHECKEa: A.m. P.M.
5TR£fTS CLOSED:
T Ih{E: WOftK:
/ r ~J ~ s I
,r.-~r~r ~ (cantinued nn 6ack
)
7E5T5: r
WORK DELAYS:
A5 8U I LT NO1'E5 :
CITI2EN5 COHCERNS: .
LfTILILTY,1PROPfRTY DAMRGE:
IEVIEWEG BY - PROJECT ENGINEER CONSTRUCTiON ENGINEER:
RAG E 4 F DAT E:
-/zur
• y; • .
INSPECTOR'S DAILY REPORT
SPECTOR: PRDJECT N0. : 9'S-Z,~1 .7
PROJECT: wc.._ Z"R
CONTRACT[DR: r,_ , 4lDRK PfRiOD: A.M. P.hl.
WEATHER A.M.: P.M.:
vISiToRS:
MANPOWER AN[] EQUIPMENT
Sf1PERINTENDENT: FQREMRN:
OPERATORS: :s LABORERS: SURVEYORS: lar~ FLAGMEH: ~
4TNER5: Fr,
EQU I PMENT US ED :-F►~r~
ACCOUNT OF WOR'~ ~ND DI.7CUSSIVNS
TRAFFIC SIGNS AHD BARRICADES CHECKED: A.M. P.M.
STREETS CLOSED:
TIME : WORK:
r.v,-TS ~t ~!vr~r.~E-r ~ ~l1~.~.3 G~•ic-T ~I~ rlv~oa.~.s.,l~
-DA-9-
~~at-
RetrattEs "vc-~~ rlz [.4 FIT ! t+>4'S Ar./tZ.4M
(cnnt inued on b ack)
7E5TS:
WORK DELRYS:
AS BU ILT NQTES :
CITI~ENS CONCERNS: ►
UTILILTY/PRi1PERYY DAMAGE:
REVIEwED BY - PROJECT EHGINEER COHSTiIUCTION EPIGIHEER:
PAGE OF DA7E:
INSPECTOR'S DAILY REPORT
SPECTOR: PR4JECT N[7.
PROJFCT:
CONTRACTOR: WORK PERIDII. c.r~;:30 A.M. P.M.
W EATH ER R . M. : ~ .~~~.c ~►~-+'~-~s ~r~-r P. M. :
vIsrTaRs:
IIMANPOWER AND EOUIPMENT
Sl1PERTNTENDEHT: FOREMAN:
OPERAZ4RS: LABORERS: ~ SUR1IEYORS: FLAGMEN:
aTHERS:
EQUIPMENT USED: _
AC`iVUNT O1' WVRK A1■1'a DISCUa7SI'QNS
aRAFFrC saGNs ANo eARRIcAaEs CHECKEa: A.M. P.m.
STREETS CLfl5E0: TIME; W4RK: ~ittag~,~~~ wz=,plw-- R:>-~
-4pAj ~ ~ ~
7t, "p~ 4' , _ 4-r r,;=- mv~.jzz7,xa.r~
+ -t~tv-
4=w
.C~~~ r> zies& -
-L&-M~r -:G~g q.rC".~7 ~ ,0144. 17r,rc -&tLe- &ov--mn ti q_ued oq-back~
1`ESTS:
kIORK DEL14YS: .
AS B!J i L7 NOTE5 : .
CITTZENS CONCERNS: .
UTTLIL7Y/PROPERTY DAMAGE: .
REYIEWED BY - PROJECT EHGINEER CONSTRUCTiOH ENGINEER;
PAGE OF QATE: ~ ~I Lp
~
INSPECTOR'S DAILY REPORT
~
a.rr'ECTOR: l'L-C;,f't'0i7 PROJCCT NO. :
PRQJECT:
CONTRACTOR: WQRK PERiOa: A.M. - P.M.
WEATHER A, FS. P. M. :
VISITdRS:
MAN~OWER AND EQUIRMENT
Sl1PERTNTENOENT: ~r. FOREM4N: OPERAT(1R5: LA80RERS: SURVEYDRS: FLAGMEN:
OTHERS:
EQUIPMEH7 USEO: , • .
A'CCOUNT- ~ORK-AND-DISCUSSIONS
TRAFFIC 5IGN5 ANU, BRRRICRDES CHECKED: . R.M. _ P.M.
STREETS CLOSED:
TIME: _W[DRK:
-rn 7345, r%_m>v .d ~eOrr~
(cantinued arr hack)
TESTS: WORK DELAYS: .
A5 8UI LT HOTE5 :
CITIIENS CONCERNS:
11rri iLTVPROPERTY DAMAGE: .
~
RE1f IEWED BY - PROJECT ENGINEER COHSTRUGTdOH EHGINEER:
PAGE OF UATE: ~J~.f~
INSPECTOR'S DAILY REPORT
~
..,~I'ECTOR: PRD.]ECT NO.:
pRaJECT: ~,ss~a~_ r r~~~►..f
COiVTRACTDR: 1t6&LVv.~i mg WORK PERTgD: -:7.cLDA.M. P.M.
WEATHER A.M. : OcL~: -c,,,~ P.M, : -
VTSIT4RS:
MANPC]WER A'ND EQUIPMENT
SUPERINTEHQEHT; F[lREMAN:
vPERATDRS: LABDRERS: SURV'EY4RS; FCAGMEN:
(1THERS:
EQU I PMEIV7 USED :
' ACCOUNT +aF WORK AND DISGUSSIONS
TRAFFIC SIGNS RND BARRICADES.CHECKEf3. A.M. P.M.
STREETS CL[]SED:
TIME•_ _ WORK: ~►.~~r.~,• C'~ ,.~a~ts o~i ~~s~.lc.-~~
_ I,p "~c7~,ti..~ C~x~fF~ ~,ti.~~ . - - ~ r ~
► _~rs~T ~r r~-al ~ ~7~ ~u.tP.~S r ~ It.~,~ u"~
Ct..iAv1
- - ~,r►,z ~~a-~4a a,..S ~e_ _ t~~.1t~55 . •
t.c (cnntinued an back)
rEsrs :
WORK UEf.AYS. -
A5 BLIILT N4TfS:
CITTIENS COHCERHS: .
I]Tyr.ILl'Y/PROPERTY D14MRGE: . ~ .
a
R'EYIEWED BY - PRDJECT ENGINEER Ci3N5TRUCTTOH EHGIHFER: - -
PAG E OF DATE :
Ar3Ra
Earth & Env;ranmenfar , D►4ILY F!EL[] REP[?RT
r^OrECT wvaE PRpJECT Pip IFIELD REPpRT Np
~iWACJC.' /,=,?-Ij/ I -Q 1
LfICATIQN DATE r PAGE
ARRfVAL T1ME d7AY pF WEEk
~ I.uo Aw SSM1 TF
GLIEAfT'OEt QWNER CLIEPPT QR QWPlER'S REPFiE9EMTATfVE 1 RFipNE Vdp
flENEFiAL CC]NTRAC Fi OONTRACTflR'u FiEPRESENTA7VVE 1 PHC]NE Na
SUSGONTRACTpR .iLi8GON7A&CTDR'S REPAESEN7RTIAIE 1 ?FSt3NE No
RiiHA E8E FIELp REpRESENTATIVE AGRk E&E PFiC7.tECT FAHhlAGER '
1NEATFiER U1.111MEM°f 115FD
A6 ~
/ -
CUMkSENTS (DeSC+(ha work earttplefest dstring [te daY: wY Rrobtems snd thelr salutims}
~3ry+~C~C'r lQrll. Tit 5lTt,, 7~_~ 7',
r
_ ~-9 °4r1O r rrs~ i.,. -tf 7SIJ NCF • f-8j1F tIN ~L rjLp -)DLW,; _
-S5
t~FP~ /0 !.9
A
.
7`"c:~.~~ , ~ 5~ A~'~,r ~ -r~ ~I~~ k~-~7- .
~
. • p
4GRA Ei4E Fie4d Rsptesentaii►re ~ 4&4.- • AGRA E8E Projed Manager Contracboes Fiepresentati~ve C,nnUnuEd ❑
AGRA Esrth 8EnHranmental, Inc (Rev 7I84)
AG R A
Earxh & Environmen#a! []AILY FIELD REPC3RT
RRQ.1EC7 NAME ~ PA;kJECT Fio FIELD REPpRT PJo
~g - i
' DATE ~ PAGE
r•~oF ....L,
SLIMMARY OF FIELD CQMPACTfDN TEST RESULTS
VARIATtON
FIELD FRpM
DI9TANCE DRY FIELQ FIEL.D Qf+T[Fr1UM PA59
TEST ELEV BELpW MATL OENSITY MO15T CCIMP MQIST OFi
TESi- No METHpl7 l.OCATfflN (F£ET] GRapE TVPE
(PCF) FA1L
r ic, A~h `.;At...`1d+l,9
~ ..7 F Ar°. 10 LJ s •~.a ~`l ' ~ -tt t_a
{F p
J r ~ . 1 ~r
r f•,i ) 3 a: n a .l k ,'A ; : 'r
t - r" ;~a,+3~tli~~i►J ~a ~:t'.~_ ~.+~A~•
r h
1` ` ,7 vj"
~ ~ t:F ~ 5r1L~k4CJ~ .~aE.r~•~ C.s~l.'F ~ I1 F~t► ~ - ~
0
44%- ~v ~ S t~ i f r t; `
1'N.C- ~ L' ~ CP ~~i~►~E~k: ~~sv'&''«. (.*~n.,~' Y,
}
•J ~ . r1EA--G i.y ~a'. e•. s t~~: ~J I F: ~ fJ j ~C r
~ 4 ~.L~~~ E~-rd;~l:~ L~1.~
- •
~ r ~.u .T' &8)g A k) A " ~ " w ~ i, w7 , C:~
~ ~ ~ r.F ~i~.~~~c~~ ~►w~~a ~~u~ - -
LN) :'~"LYNr.%~jA 13~.q q.a P
[JLD E t c.+~ 'SAte.Lih)6,1 b~,E e. ~
' 3 C; F= V- G,t.i 2-mr,~~~ ~q 5 `'(,5, C,
t- C'F 5:n~Atz
~ _ ~ ~ ~ c~ ~~A U L-`~ ~~uC i3~,~'3•`~ p~
PEFICEh4T GpMF+,qCfifDN BASEO C7N: SFECIFfCPI"fION:
❑ srnNoa,aaa PAOCroA nsrna D e98 ❑90x. a sss ❑ es% e ses ~
0 MC7pIFIEC) PR[]CTOR A.STM 0 1557 ❑ 90% Q 1s57 Q 90`i6 0 1557
Q OTHER ~ OTFfER7 YS-
MH7ERIAL REFEF7EIVCE A4iaTERIAL MASfIk[iJk1 QiiY OPY1MllM
TEST NUMeER TYPE $AMFLE ND OESCRIPFIpN DEN$fTY (PCF) AAplST
DT = DENJCITY 7E5T -Ak el 61-2
RT Q RETEST
TES"i' ENETHOD
N b HUCLEAR [ILSTAR D 29n] I'
SC = SPND ODNE (ASTfd [7 155$}
DC = [7IiIVE GYLINL7Eq {ASTM 0 2837}
AGRA E&E Field Rg,p {Inibals} RGAA E8E Peojeci Managsr (lnitiais) ContraCtve5 Rep (Cnitrals) Canfinued ❑
AGFIA Eants & em*orwwntaj, inc. [Rea. 7r94]
~ A G R Ax ~ r:~ ~
Ec~f`th dr Et?ViroRlT1e!]taI ~ Y r~`''
E 526 North Foo[hdls Drive, SuEte 600
Spokanr~. Washmgton, U 5 A 9920] LETTE R f3 F~~►0l'~11 S M 1~7',L
`',I (509) 482-61C~4 Fax {509} 482-0202
DazE +rOB n+a
T[]
~ arrENrIQrayA/~
k'
c-
RE
,
WE ARE SENDfNG YOU D4ttached ❑ Under separate enuer via the folfnwing items:
9-Report ❑ Prunts 0 Pians ❑ 3112" Disk 0 5 114" Disk
. ❑ LeIIter ❑ Shop drawings El Specifications n
coPIEs I vnrE I Nv I aescAIPrIoH 1
C4, 1.4 re-05~-i:s-
I I
i _ ~ ~ - = - e
THESE ARE TRAtVSMITT'ED as Checked below:
0 For approval ❑ Appr4ved as subrnitted 0 Fiesubmit oopies for approval
0-For your use ❑ Approaed as noted ❑ Submit capies for distdbution
❑ As requested 1:1 Returned for carrections a Return carrected prints
❑ For review and cnmment F
❑ FOR B1CD5 DUE 19 ❑ pFtINTS RETIJRNECI AFTER L,ORN Tv US
REMAFiKS
~ - ~
. ~.~ut.
- T~~PqC
s~►+~
~ - - 0 ~9 ro, : * -
~
s-- - - - -
COPY TO 51GNE0~~
AGRA EaA}r fl Ernir)nmerdal, Irkc (Rev 7194)
*AGRA
Earth & Envrronmenfal [)141L1C FIELD RLPORT
::JJECF E PROJECT Na FIELD REPOR7 Na
LiCATIgN 6 ~ ORTE . PAGE
f~/l l n~ --2-
nRRivnl TiZ~ anv OF wEerc
/,IS,(] "0/0 S S M TAT F
CLtEhdT iDft C]WNER CLiENT DR QwNER`5 REPRE$ENTA7IVE i PHpkE No
~C4N~7RA~
GEP3ERAL
C R ~ CONTRACTQR 5 R£PRESENTATIYE 1 PHC3NE N❑
Su9C47NrRqCTOR gUBCOwTqqCTC1R'S AERRESEN7nTidE 1 PripNE No
R{',RA E8E FIEL6 REARESEfVSk79VE AGRA E8E PFiOJECT MAFlAGEFF-..
t J, t L L -le
WERTHER EOLI1PMEhlT LiSED
CAMMEN"FS (Descnbe work Cpmp[etetl duraV the dsy; a[ry pro6lems arcl [heir Salutqn5)
.tJr-rtfr=" rFc.44 ZASC Cbu,e,&e~'
a~Cr ~r~. ?S ~ ,~ca~► S`~c ~ ~ ' .
~Mi Ae-G'~''.3~~"~_ _4~ ~}.L~~ ~ ~~//~C
I ■
~ p l~ ' ~FF 1N i-
~0l~&W 10/k-7/9&-_
~GS a ea"oAC'lZW.
,
AGRA E&E F RepresentatiVe AGRA ESE Rroject Manager
~
C:ontractoa,presentatn+B Date Cont{nued ~
AGlifl Eanh & EnvironrteRtel. inc (Reu 7194)
s AGRA
Earth & Enuiranment~l DA►ILY FIELD REPCiRT
rnu,7EC~T}NAME PFO,lECT Mo FIELD F7EPORT Na
C 149!
• DarE f'aGE Q-QF ~
SUMM►4RY DF FIELD CGIMPACTIaN TEST RESL1LT5
YAftIA'TiON
FIELQ FROM
DISFANCE ORY FiELC1 FIELO O(71M11M PASS
TEST ELEw BELdYJ MATI DENSITY Mpl$7 CpMP hAi31S7 OR
TE57 No MEfiHDD LCr-ATlpN jFEET] GRRDE THF'E [pCF] (4;) ~°JG} FA1L .
rs.]. I7F n,... -TL:DL&CA
~~c r ~ c ~ ~ Q ~ ~►H~y~p~.: I~c:r~ [.r'Lr~ ~ ~g~. e3~
3.~.1 bri~~ 7 ' ~S oF t
51• 6- aFL f? 5,~~~ ~0,0111- LAL~g J ►l
`5' LtiP d ZunrAuA A.,T_ i C) ~ 0 7 c 17r g5 .v p
~
S S ` S- nF 5~. bL, -ubcr'~~..r~ C~ Io `P ADC ojkc] 4•~ (0.0
~ ~ ~F-~ i~-► ~CY~.- ~Lr4~c ~ ~
~ _ S' S ~ GN ~~,..'~►~Nl~ ~ ls~`~ ~ i3a~ ~ ~
o ~i
5 V i' O f=~.~a7 ~ ~9' ~ %S [l,) s ~ c~-~i r l "L s 5 `ii J ~ (,p ~
t c)F Sk1ALe QwmA-L]P1W 0 o~ o~ ~ura~~, P► A.~ oPaBe I3 kT 3.4 ~
. P
~
PERCEhfT COMPACTrQN BA5EDON. SPEClF[CATfC7N.
Cl SYRHIDARp FROCTOR A5TM fl 698 ❑w% o ese ❑95x o69a
❑ M061FIE0 PAOCTC7R ASTAA D 1557 ❑90'%, D 5557 0 90% D 1557
Q OTHEA ~ OTHER~f3~ /t~
FAqTER1AL REFERENCf AAATEIiIAI Mq3(19u[U1vY QRY pRTIFAUM
TYPE SYIMFLE Na DESCYiIPTTON OEN51Tf (RCF) MOIST
rEsr Nuw+eER -
or - DENsirY TEsr 135* 7 6.7
Rr ~ RETEsr
TE$T METFi[?D
k = htC1CL.EpR (ASTM D 2922)
SC = 3AF[p CflNE [ASTM Q 1555] ,
[IG m oRfVE CVLINpER qASTA9 D 2937F .
RGRA E&E F€eld Rep. (Initials) AGRA E&E Project Manager (lnitia#s) ~ Contractors Rap (lntUats) Caniinued Q
RGAA Earth ffiEmirwvnenlsl, InC- (Rav 7194) - -
~ OArE.
Ta-
~
IN[.ANE3 AACfFIG ENGfHEEFtING GO. C(3MPAHY:
707 11VeSt 7th AVe., 5utt~.' 200
Spakane, WA 99244 Fax NuMSE R: _
Telephora+e - (509) 458-6840 ~
FA7C - (509) 458-6844 ~ FR4M:
~'~t o+-~ti
;iMBER c7F PRGES: Jae raUMeER
INCL, CQVER PAGE
~ kOTES:
~ Pwu~ -Eg=d1zDc.A-Lr F=be- A~t Ldi-r-
;
' ~1I• ~1 7-* F~tS'
~ ~~C.f b~.~ ~ ~t~ .t ~ ~.r►~r~ r~-~
r4h~47-r
II
01--~ FL,4s7'f9 L5-
FA?i TRANPMISSIC}N ~
t-
4-5 A G R A
Earth & Envrronmental
E 52(] Nor[h Foothill5 Drbve, Suile sDp
SPokane, Washingtgn, U S A 99207
. ~ «~482-0104 Fax (5,09) 4$2-0202 LETTER OF TRANSM17TAL
. T~ JEG•••.I ~c],~ (C' y1 ~ DATE f P ~C IJ48 NO / ~ ; /~I/ I
r I
A,-FENTtON
ZJd
- RE
(D~~ ? c)P~- ~C
.2-
WE ARE SENDENG YOU 0.Attached 0 Ldnder separate cover dia the fcallowing items:
F!;--Report ❑ PrEn#s 0 Plans C-31 3112" Disk i❑ 5 114" Disk
El Letter ❑ Shop drawings 0 Speciiications ❑
• r.QgiES 9 s7arE No I oescRiPMN ~
~I~ ~ r
~
~ I . -1
I l
~ I !
THESE ARE TRANSMITTED as checked below:
0 For approval ❑ Apprvved as submitted ❑ Resubmit co,pies for approval
2.- For your use ❑ Approved as nated Cl Serbmit oapies tor distribution
0 As requested 0 Returneci far correetians 0 Return corrected prints
❑ Fgr review and CorEament L
❑ F❑R BIDS DUE 19 0 PRINTS RETlJRNED AFZ'ER LDAiV 7O US
REMARKS
~
~7
, ~1!'.
COPY T[J SIGNED ~
AGRA Earih 8 ErmronmsnteT, Irkc ;Rew 7d94]
~ AraR A
Earth & Fnvfronmenral DAILY FIEL[l REPORT
-.ICYJECT N,4M PFiQlECT fda FIElD FtEPOR No
3~ l2 - 13 l ,
~ ~
LCIGATIQN OATE PAGE
AHRfVRl71ME QAY pF WEEK
7~ y<,¢y, 5 S mu ] T W T F
CI.IENTOR WkEFE CLiEN7 t7Fi CIWHER'S AEPRESENTA7tVE 1 PHONE No -
le-':, ~ VL~~. j.
GEWEFtAL CUhfTRkCTOR COkTRAC7pq'S REPRE$~PlTAT9VE 1 PH6NE Na
SUBCONTRA~t,011 SUSMNTRRCTpR'S REPRESEHTA714'E 1 RHDNE No
a Vv'r!'P
AGIiA E8E FJF~D~R`E `REBENTA'FIV~ AG 1E&E ECT ldnld¢~iE~
~Il ~ 1
%T i~ /
• WTEA'THER EOL7IPMEAfT USEO
.
EoMrdsEnlTS (Desc,;be vmek oompleted duPoV uur dar. ary problems and tneu soUqns)
--,4Y J...e, C~ 4- ~ <,,a vM"x ~ -
~t4P✓1~ ~y ~►8 ~ ~ Z ~rw-.
~
~
~7 , v-0
k-U'~~ 6r_
i ~
_b6-1°
1 4:z
C -
e~
1-0 pA
~
~ ~ .r ,.t e~-~ ~r_ a r ` .
R1D 1Lb ~ ~-u,,►,~
RGFIA E&E Fael[1 Representahrra AGRA E&E Pre;ect Managsr
Caniractors RepresentabVe Date Cc,ntinued~
AGRA Earth & EnwronmentaC, Irc (Rev area' _
100-8 A G R A
Earth & Environmental IVIAYERiAL FIELD REP(]RT
~
hR[h1 CT No `FIE4D FiEPpA7 No "
~'►..,~.w+~1~ 1~l~ ~ ~ ~ 1 Y !3f I I_ ~ ~
LOcnrIow DATE r" fe ~ I R,a~~ .2 ~J
i]F
PERMIT hfllAiBER W~ATHEH ` r
~ OPnCLIEPdTpRWWNEFi EMGIWEER l - - - ~ ~
:~.5~
GENERAL CONTRACTQR I RfICP11TEC7
TYPE DF ENSPECTfpN PERFQRMED ~ TYPE QF STRCICTLIRE INSPEGTEO
F~ RESTEEI. Ej SLRUGTURAL STEEL FAEtRiCATiCiN F]FOO71tJC35 ❑ CXLVIMNS
F] A EIPiFORCEq} CQNCAETE STRiFCTIIFiAL 51'EEL ERECTILtN ~ RL7GER CRST PiLlidG ~ SLA'8-C7N$+F{AOE
FIREINFDRCE6 MASONRF ~ E%PqN51CSN BCILTS ~ CrRAClE 6FJAM5 ~ STi'il1CTURAI. CdRADE
❑ Sy-1C5TCRETE pE PR FING ~ WALLS POST TENSIpNEp SLAB
~omeR ~ ~C?Sf1 ~WvaHFFI isaeav>
SPECIFIG Ll7CATIdN(S)
cRios -
J
/6 WLC 11-1 1 LC11A1°
f
uARKS c'.Il~ i_LL(k C t1 Q ilz` r}~~ r Zr5 ~ P
` V ~
~A ~ ~ " ~ r
1
CONTEMUED ❑ r.c~~,~}-.,~ kv~ ~
...-~'fi1~-•<
,~r
- CtAUxr',n'~...~:~~ ~...'~"`r~~erF~` • ==~r, . Y r'
SUFPIJEii MfX ■ I ~ ~ [el ! SEIPiUER ~
FAATERiAL TEST REPOR7 No r;~ MATERIAL TE&Y iiEPURT tio
~ SLW&AP [IM ] i. f. J AIR CQPfEEAFf ~ 7 SlUMP {IN } y~
fi1ESICdN STRENGiH (R9Q ,soQ c) QESIGH &TiiENG7H (PSI)
~ - No []F SANIPLES LjI NA. C7F ShMPLI-3 _,I-'
t'OTAL CU YAFi4$ F'LACE6 ~ TOTAL CU>00D'S PLRCEp
GOhlCFIETE 7EMP (FAgg F.) ~n -7 GR6-Ui TEMF'. {178g F}
Tlk[E I~ n'i 0 At-, AIR TENlP TlME AfR TEk[P
~ _ =Y•~~iui~n~is'►as 00'iai~[~ MaRT►4R:. q
~ cr ~c ~ rcu _ yr _;;h :a,'~j •'~.~x': iT•:~'_. _ 'a
14PPRaVED;P
7YP~ OF MORTAA
X 'YE' €F MO. EXPUUPI ~
hdATERIRI. TEST REPQRT P!o ~
~ NO SLLfMP [IN] ~
{]ESICaM S7RENt3T'H [PSI} ~
No OF SAMPLE5 ~
TpTqt C41 TAiip$ CEO
J
MORr►w rEMP. (oso F )
' - T1ME RIRTEhAP
inspedor WAi" DateI
AGRA E5M & Errvirarnnenjal, & (Har 1 119a)
~ AGRA
Earth & Envr`ronrrrental DA,ILY FIELD REP[]FiT
~6
PACSJECT PfAME PRp,lECT iJo FIELD RERQR7 No
` a J~ - / TII
QATE !f FA,r",,E
I/- 4 DF.r`
T
S'UMMARY ❑F FIELD I;QMPACTIUN TEST RESIJLTS
1AARIATIQN
FIELD FROM
❑ISTANCE 6RY F1EL9 FIELD OPTIMIIirI PAS$
TEST ELFV BELOW MATL DEPlSITY MOIST CAMP ML]f5T ❑R
TES'F Na ME17-IClC1 LUCATIOW (FEET) GIiA6F TYFE iPCF? ('X) I%1 FAIL
Ie~IxY 1a..r-; 30' k], v~'~*a.,,~
Y$~ AW-1,3oa -3n$'
"Gal-.6 ,le"w-v- Id%•. r; 35, ua. 0-Cga
~ _.~.e., ~ p ~ . C,.~ ~ _~~~,2~~..5~
",%c-c ti++l.. lrc+,, p • q [1 U7a aI rr►cA
Rr.revL4lv~~ C-i~- Aa. %f„~y_~~►~►` ~ ~ ~ 1~9.~ 9'.~_ 1 1. .7
~ w"t, a ov'~.
ct tiw~6n IotLQ+~ A
V001 yD
1. 1,, - - - - ~ 3. -79 Z.1 3. o
f :54i•~•~•7f~vrrla.e•;RO~'~ o ~~Ql.~rn
129. G ,3_L ?z. ? 3. !0 ~
L ~
~ ~nno ~I L+[ v ~ Q ►4 ~ 1 / ~ , AJ, d -F 41-
V 1.2 7.1 q. 7 93. I .4,D-
-A-A,.&
~ ■ 'Y r'ht'$~J ~jt~ -s e PERCENT COMPAC'TfC7N BASEb ON: - SPECEFICATIDIV:
&e-w 4m4~ ~ STMlDAR~ RRQCTOR A5TM 6 fi~ Q 909L D 698 ❑ 95% L7 ~8
~pLlIFIEO PROGTOR A5TIvS D 1557 90% D 1557 ❑90'S6 0 1557
0 07HEli V OTHEAJ+25,__b1 j
RNATERIAL REFEFiEp6CE MAl1EAlAL MASfIMi1AA pRY OPTIMUM
TEST NCJMBER 7YF'E SRNSPLE Na DESCPoP'PIOH RENlSfiY {RCF) Mp157
Q)1AFA15RY TEST ii 7-3 &J~ r 1
F#T a RETEST
TEST METHOfl 0- NtJCLEAR (ASTAA 6 2$22)
SC = SRNO WNE (ASYiH D 3558)
OC = DAIVE CYi.INpER (ASTM D 2937)
AGRA E8E Field Rep. (tnifials)~~ AGRA E&E Project Manager (iniUals) ~ C;vntractors Rep. (Inftiais) Continued El
AGRR Earth d. Ema-..;.,[al. Inc. (Rev 7l94)
SPECIFIC GRRVfTY OF 13ITLIMItaOUS MIXTURES
OSF3❑ TM 3v~'7-A (F) VIIC3RKSHEET
Pcoject 1?-40~~AL-k~- o2`0 fi~ 30-4' Project # 1.2-131I
,aa;npie iV Depth Lab
~ ~x-ocatiorilSaurce Z~~~►.sr~ ~1.~ 5.~+~~,~1~~~~±~ ~_la Dacc Tesced. l1_ ~.s
Matenal Description Teste.d By L(j 74i`~ C7-).7-
JAR (PvCNv~ETER) CAIA$Ra►rruN
Wt vf Ja.r, Giass A . o~# FQ . "i 91 1-1?9$0, i 9 ~29 `do. t; g
Wt of Water, Jar, Giass B 7 3T3 . g 1. 1 g ? 3~p . ~ g
Temperature Qf Water C 1 -2 ~ °F 1 ?S. ~ °F 7 `i "S- °F
(Gw) `F'emperature Conversion Factor ~ D .91 7 5D-7 . c7q7.29(o ~ . 99? 3 T~
(Vp) Vvlume af 7ar (B A) - I] E, 4411(a CC
I El ~L cc E3 q I l °C
~ ~ (~1VG VP) ( Ei-~ E, f Eg) - 3 F
cl`{)j,9 cc
SrEcrFr~ GRAvrff & iVIAxmijm DENSITx
~ae No Su61num Test No r No rublaorTcxt Na ~Lat No 3uhlot a Tcst Ho
I
Wt af Jaz, C3lass 1 T g g g
Wt. of Swmple, Tar, CTla55 2 ~-l CD ~ r~ . C7 g . g g
,,VS) WI of S8i11plC 2- ] 3 1(~q/. ~ 9 9 P
Wt. af Water, Sarnple, Jaz, CTIass 4 g ~ 3,5. 3 9 g g
(Ww) Wt. of Water 4-2 5 391a3. 3 g g 9
Temgerature of Water $ 7 33 OF °F "F
(Gw) Ternperature ConVersian Factar T Rg7 q-?7
Volume o£'Water 5-7 8 397 5.3 cc ~ oc cc
Valume of Sa.mple F- 8 9 543 $;eo °G cc cc
(Cz) Spccific Crraviry 3-9 10 r,?. qF?
'56-. PCF P~CF PC~
(NffIT) Max Density Test Result 10 x 62.4 11
I3ifference Between 11 & I.ast MA11D PCF FCF gCF
MOVrrrG AvERAGE IVIAxwUM IlENSITY (MAMD)
No.afMDTs I+1a trt&MD No ~ MAUD Na 1ufAkO
n„-ged MAMD (Using MDT Frvm 11) Pcr-i i pcl:a PU
Remarks.
li1CEFOHHM PI18 5113n4 QG~R A CFIeCIC@d by:
Earth & Envirarrmental -
E 52D Nwfh Fravthr]is Dmre. Sur[e 600
SPdtran$• w8shv►9ttut. [!.$A 99207
OA C R A
Eart,h & En viranmenfal NOV 211995
E 520 MorFh Fpa€hills DrEvO, Suife 5M
in; Washinglon,USA 99~7 LE~ER OF TR
~ 4a2-~7104 F~ 5i~9] 482-0242
I'1IY~IYII~~L
Tfl DUO-/ oAre
AT°fENTIOM
RE
re-IJ 0. ..4j i-v !
~ I
WE AFtE SENDING YOll ❑C,4t#ached ❑Under separate cover via the following items.
14- ReRort ❑ Prints ❑ Plans C] 31f2" Qisk ❑ 5 114°' Qisk
0 Letter ❑ Shop drawings ❑ Specificatioms ❑
I COPfE9 i QAM P I oeseRI"ON 7`
72` r., - id A!~
1-2 f
-A
(,,~.aa~ -F ~ Li-
~ ~f~s fs
~ ~ 1 ~ ~ ~ ~1 • 1 -E,~~r
~
THESE ARE TRANSMITTED as checked belavv:
177 For apprvual 0 Approaed as submitted ❑ Resuhmit cap"res for approval
E~-Far your use 0 Approved as nvted 0 Submit cvpies fflr distributian
Cl As requested Q Refurned for carrections El Return cvrrected prints
0 Fnr ►evieva and corriment CJ
0 FQR BfD5 OUE 19 0 PRINTS RETURNEO AFTER LOAN 70 US
REMAR}C5
- - r~
_ .
~ - ~
GaPY Tt7 SIGNEO r~
nGFtn Eant3 a em~nanmenlai. rnc (Rer 7184) r ~
~AGRa
Earth & Environmental DA►ILY FIELD REP[)Fifi
PROJEC'T N.~ PRpJECT' No FiE~~C3 RERORT No
!z.°~ ~ w ~ ~ ~ 11411. 1•2 ' 13 f I -:S
ZQGATIR DRTE PAGE /
OF ~
AftftIVAL TEME DAY i]F WE£K
`-7: 3o,a4,- S5 MT w CF
CLlEHT ❑ 4VPVEE7 CLfENT aA QWNEH S R P ESEM1fTATIVE i FHDNE N9
V~ DL eA ~Q~4~'•.
~'aENERAL COVTRACTOR ,j CCI ~ REPRESEPfYAYIVE i(FiONE h}O
V%~. CTOR SUBC.C7NTf#A', ~ ~ ~ Sl16CO~CS FIEF'FiESEN7AT9VE A PHONE nfo
AGFiA E8E FI EPRESENTATIVE AG19 E Rt'l.J,1E~A.fAANAGER
~ ~Ir~` C! --0 ~ r1 d l~
wrEameR Eouirmerrr usen h
~ ~ ~ 1~~~
~
GC]MMENTS {L7escr(6e wOfk ppmpleied durmg the day; arry preblems ard shalr sdutbns] ~
-A~'Ylvj a t-n ~ Ir'r-V A.ea- Y-~ ~,py O. - -
YLA~l
~f'3 v+ r U Y! A ) "-LLi d
t6,-~ ~ -w 16~"\ ,:a7
,r r ~It
L'~,p-,- Ia &-o ! Ift c. b.
UL o=~ C~ e C! S!!_ rs C Y~ g~-rd✓
Lr
~ ~+~L~V►~1►r~ ~ ~i~ 4+ 1 `~~nG Q~n W~a~~
-cate L.Lrp~v1 S Se `
A ` I f~~~ P~►w±•~os~ 1~~! W?l?►r
r
~ ~ f~ ~1~,+~..n v°~ S +~'1 ~3 CL~~Qi .1a ~ ~ r~C S ~ o a [t q eut°
3..~~a.u+2.. ;c .~1~ L~ Ir..~ y-r~en~~ _~ry,~ _ G
"'r`r~`~, ►rG'1tG~ GL ~ ~ ~►a ~ r
■ F ~
AGRA E8E Field RepreseniaUve AGRA E&E Prajeet iVlanager 4
Coritractar's Represenfaiive Date Ccintinued ~
Af3RA EsAlr 8 Frsve,~..>..w..e1. RnC [Rev 7194] ,
~ l. - .1
*AGRA
- th & Envirvn►nenfa! D141LY FIELD REP[3RY
RRCFJEi: f NAhAF~ P€i'~ CTNo~ FIELOREPOAY h!D
Y
! S
QATE PAG£
/ I- 12 OF ~
5UMMARY ❑F FIELD COMPAGTIpN TES7 RESULTS
VARIATIQN
FIELD FRdAA
p45TAfVCE ORY FIELD FIELD C]PTIMUM PASa^
TEST ELEV 6EL❑W MA'C'L DENSlT1" FAOIST CO1ytP Pvlt3IST OR
TEsr Na Ktrrioo Locanvri IFEET7 cAnDF rrPe (PCF) 1%1 FnIL
^otta•u► Aue.. ~ S•~a~ ~ ~ ~ ~
~ ~~a~Ya•*a A-.x:er
~ T JIJ~ _ Ofj-
4" JO ~ ~ fia+sa'•lu.3 1!~" Y T i
~ z' s~~+~ i •
A ?
r
J~. 1~c.+~n
5.e4'k _IvZ N5.9 ~ 9q.0
9 ~Y`A►~M.& 17VY.., ~QO~~..D ~A~+I11~0N r-NW
-L
' ra+.n "C", 15'W.
~i ~ i .~-~S'►l~. 0~5. ~,.~'~w~r ~ ~ ~ ~ cm I
~ . to►.~4 f~+~. ~ 35',F. of s...a1As '~rrf, la.+e ~
~ ~ ►~r~.~ - '7z,3- -
- •,dra•~ • r.5o'w . c, # sra W A-e..-
_ I7' 4- ~3.L
v a d'I u ~dSW ~tl~Snalda-1~1++~~ 1aw~ ~ ~ .n
~V ±F/Cr
o Sa !►r•~~ ~'sue.~ ta v~P
r f
~ _ 1 - 3.3 - ~
~ [ [.u.,.Wl.,~ 1451
J ndtar►h Amm-•,p y~0 j+~J. aCSsni►+e~ la wt
' n.a 1C~ ~ ~ Iq3.7 " ~3r0
~
ww.Yc ~.er.r 1 R►.t
~ I Z- C~.,.. Nw r
~fwO-A Ave..O Q 5a I.rw-% lb Ww ;R.,.r~. r ~
I ~V/ I4Z.4 " ~.3
~ vquws , -40 ~~.~•r~r~~-~-ti~ a~.
PERCENT COMPRCTION BUa C]N: SPF-CIFICATI0IV
❑ 53ANQAFiO PFi4CTdA ASTHS p 898 ❑ 9D96 v 698 0 85°!. O 696
413t- )K MQQ[FfECI PFiOCTf]R ASTVu4 [3 t557 Q90% D 1557 36" 0 1557 A I3e-
jc- -gOTYiER Cv45f~ "gOTHER -f2 X0
1AA7EFiWL REfERENCE kL4TERIAL AAAXIMl1M ORY OPTIMUM
TEST NlJM9ER 7YPE SAMPLE hta DESCRIPYEEOA! DENSfTY {PCF} MUISY (5G)
$ ~
~ ~S~ A,~~ ~ srt. I~ • ~
RT = RETE53
it ~~S t r s5. z
TE5"f MEfHC3Q Ajt, 30 -7 KA~-~j
0 micxEaR (asrM o 29M
SC = SRND CYJNE [ASTM O 1556]
UC = QRNE CYIJH[)ER (A5TN! D 2937)
AGRA ESE FleEd Rep. {Ini6alsj-5YA AGRA E&E F'roject AAanager (Inigals) ~ Cflrtractaes Rep. (lnitiais) ConUnued C7
AGRA Earth dErw:..b..;„..gl, Irc [Rev. 7f9a] -
OAGRA
Earth & Fnvironmental QA1LY FIEL[) REPOR1'
pRp,1ECS NAFAE ~ PRpJECT ha FIEL❑~Pp T Na
vPtr v~r~ 1~- F 3 1] ~
LOCATI(7N mAFE PACiE
[I - ~ 1 0, ~
ARRiWnI riFAE DAV pF wEEK
7-11i,y 55NOWTF
CL[ENT OTt CIWFIEFE , CLIENT C7R QWNER'S REPRESEHTA'iIVE 1 PHOhlE Na
V eG(In 4[7uS i P Sl
GEWERAL GONFFFACTpR ' C.ON7FtAG74R'S REFRESEnrTATivE I PHCsNE Ho
5418GVhlTRACPOA SUF3CON7FiAC3'CiR'S REPRESEPdTRTl4E 1 PHOhtE No
c u k^ eifCl i+
' A,GRA EdE F1ELO IRERFiESENTATIVE AGRA E8E PROJECT HFANAGER
h+aVi(A Lelin g 0~ ~L+.O`eA
1M1fEATk-1ER EQUI?MENT USED
~0,0 c) ~a v-
CQM1uSEMfS (Descrl6e worls Camqe[ed during ft day-, anY problems ard "r sdutians} AP-1-11!f:ed
- - . - ,
-kl v,e v- LxW p e h~ v, cp, ~ w. (K A kr.~f.h r.L A11 e (~z 1 3~ C-~)~ G v. A vt-. S c.i Ilwer, a,.,
k-rA e- e, n~ V6I+E
voaj WG.MJ S e L tl S4QIA! IA o~+
Lrn
r
Li~
!4- 4-a 4-rAQ ~'r ~ r,~~ 5,~~-e S ~ c ~.ve v2. ~i ~ r~ a I~ s s ~r,~,, ~ A ~
h~[ 1~f lrce ~ t+~ k z~. ~n~~ v~ i S 2 PJeGl. Q T I wn G4` A lo+ 4 SaLc,,
. _ - _
P-11+$ v~ Lz4vn e x -
bG.S~ Of►+ QVV t]~~PVVGe ~rc~t..~ Gi~►~ 4,e-~~11nrn11_4, I S f3Uv' Q~1cn~ {.a ~"~c~
r
U C4se- CQVYS eT 1... +1n ~ILlti V~i
q S r~c~~►~Pca~ r~O,~ As [c~cP
AGRA E8E FFeld Representabve AGR4 E&E Prvjecl Manager ~
Contractors Representatnie Dafa ConUnued ❑
nGRA Earv, & em'... , : A. 1m. (Rov. 7r9s)
aG R A
'7=,rth & Errvirvnmental DAILY FIELD REPORT
pAO,lECT NAME PRGIECT No FlELO RERpRT Na
~tVeVwk11C ?'vAA crwl 3A 12-1311 -z *J
OATE PAGE
oF 2-
SliMMARY OF FIELD COIVIPACTI❑N 7EST RESULTS
vnainnpN
F1ELQ FROM
DIBTAFFCE DRY FIELD F[ELO QFT11s0.lJhq PA'SS
TE57 ELEV BELQW 1+W'f'L OENS" lNplST. CL7MP. A,ipl$T l7R
TEST No METM(3[] LOCA71pPI [FEE7] GRADE IYRE [pCF] (%y {96) FA1L
~ 51141AY-1- R~IVPr /00 p
G. S ►~G1~ ~.lvGr ra ~+i ~1 + tmtJ 1-
t14 -Pv,,+ 1.1 t3
3
, $a1v•.o4., fZt-..e, 64 v, e- 133
i S~ 1 YN J A lC t IYt 1- UA ~v It-YO w'f L-Q T ~ 41R ti 132.3 6,1 Fsv~t Lo+z Olk~
~
~
PERCENT Cc7M!'AC71ON BASEQ ON• SPECIFICATlON:
❑ STANOAAO PRQCTUR ASTM Q 69B C) sox, a ssa ❑ ssx n esa
❑ Mi7F71F1Ei? PiiDCTOR A57M D 1557 Q 96% 0 1557 ❑W5L D 1557
❑ OThEER ❑ OTHER ~
ARI4TERIAL FiEFERENCE MATERIAP. AAAXIFIStJ1r1 DR51 pPT1Mi1AA
TYPE SAMPLE WO DESCRIPTIOh [7EN$fTY (PCF) RAOIS7 (96)
TEST NUHIBER
D7 a OEh[ufiY'fEST {+rY. ~ Ba~~ 6s. 139,7 6,7
RT - REl'ES'f
~
TFST ME7Hi7D
w - NucLEaR `ASTM 0 21W) $
SG= BAPtO CCDAIE (ASTM 0 4556)
DO - mFWE C'lLINDER (AS7M Q 2837)
AGRA E&E Field Rep, (1nifials) 3-L- AGRA E&E ProjecT Manager {In'stials} Cvntractars Rep. (lnitiafs) C,nnvnued ❑ ;
~
aGFiA Eern, a eM4.-.-Isl, trr- (R8u 7rs4)
~
~
Y '
~ A GRA
c~-,rfh & Enviranmental DAILY FIELD REPORT
PFiOJECT N{IMF. PRpJEGT No FdELp FSEPf]FiT
Iw2-1311
LS7CA71C3N DATE PaGE
jj OF ~
ARRIVAL TlME QAY C7F 1MEEIf
-7:ao.4k,. ' ssnnYOrF
GENERAL CLSE OR OwN5R'S R RESfnrTnTIVE 1 PHOwE Ma
CLiEN7 QR 6 T&a+A
GORiTUCT6R CO CTt]R'S RE FREBEWTATIVE 1 ANf]NE Np
~(4~ ~n V)
SUBCCIN'fRACTpA SUBC iiACYOE7' FiEPRESENTATIVE I Pi-IQNE Mo
-:J~ !LI wtP -pc. VI -4~,4 vL 41
AC,AA E8E FIELp RESEN7ATlVE ~•3 AGRA E$ ECT d4sAHACER
4"LA ~ ~ f3 ~~iAG ~C11 _
WEATH£R EQUiRMENT USEO
~[,}Lil~oLS ~ ~ 1~~] J I C~ Y iL~ ~ I~ ' ~►G ~ .SHr .~+i.C I
.~Ir A
~f'AMMEAfTS (Oesc(he wpeK CprnplefHd durrng SPre daY: anY Problerrks 6np INlr s09qrs5} .
~ ,i"'°~I ~ D M# ~ 1 ~ I~ ~i`~ ~ L. .I ~A L I>1 1^ G+~~ ~ ~ ~Y~l L'~ i ► V'
~ _ ~ ~1.It1~u.n ~~+I~.~r sx ~-~X ~ v~.t7 ~ ~►rCtr
r ~ r .
v
L G+~ ~e lJt a.~_V- W iAL,
Cc t i~C,_ C rn.r,L j C~
J ~ ~u
, r
7~~, ~~4~ ~ t.~ _
-a 1r
-7-' c.9 a4 S
s ~~~~~,V. ~ d +d1 ~ck
e-LL,- ~ -~A~ ~ t~
k)d,4t, ~ 47
ex i.-H,aD n4- -1! 0 .5L~ rlw~o of. w ~
7 fk IIM.Q.a~1 I tl ~ llLalwA ~7 Wri~p S.-{7 ~1,~ aaAt~--&& ir 4-1: 1Q~r yti., f kr- 60.tiJ'..C~'L
Et 4-I0!nO ►4,
~r~ I•~cu.ea ~ a-F ,~u . L.~t ' ~c ~ -~-1 5
AGRA E&E Field Fiepresentafive L` ~.L AGR17 L&E Prqeet Manager ~
Contractoes Representatnie Date Continuecf ❑
AGHa Eanh 6 Emironmenral, Irx (aev. 7t9e)
OAG RA
r--th & EnvrrQnmental [)A1'LY FIELD REPORT
PROJECT NAME PRiAIECT Nu FIELD REPOR7
1v- D ~ t~ ~a. _ Q-131a ~
R ~ ~1 C} ~+4L1 DATE ~ y 1 S I ~ PAGE ~ (7F 0A
~
5lJ[UiMARY QF FIELD CDMPACTION TEST RESWLTS
VARiATIpN
FIELD FROM
DI$TANCE -tiTfC- FIELD FIELO DPTIWIYJM P+455
7E$T ELEV BELOW AAAT`L DENSfTY FAC115T CoMP lNQIST QR
TEST Pdo METfiQt1 LOCATION ~ (FEET) GRApE TYRE (PGF) {7,} Iyb] [9i,p FAtL
~ ~pA ~"~r 1Ar►~~ ar~~41•~'~ ~Rlwuw E"`+vE7r
I e~u, af d,-
Se,tlrwC++ 0V11`v 14wL; 100`~•~f3e1+~s~ ~aVsr
~ ~IaM,& J3"A). aFt
~ -'SaO+wtri ~aer {~lnC f atao" ~
r f~S+~e~
0 3~1'►L1. Q-Ct
al,r+~-t+t ~wu~.•14wr-15'6. a# aa"•w~
~ ___~,J r.tie. , 515 . o ~F'r~ ^ " N13. I
~ I+w.% eem v 1ar~e " 17 S't-•vf5..1.-,.. Avrr
~ ~etl•c 4 31 5•ofl~ j'C3.6'
r 1 f k'S r~a +4 Pw r l wv.t f-ro " A! 7 -"ra rL. Aw,
I30 i~► ~`]'W. c~r ~.,~4 1~.~
6~..11.e t1tie~. ,lrp'►J . ~•~n•'~a ~r. 1~
-7 0 a t Y44 9
~ $v.n Vd i:3v1 r 1autj- Z o'Av . ~f ~d'I+aaa A"tf-
1SI~. J
kj <'Eo~
a Iq-tr 30's . v 4r- Aaa. ~
~~r^r['~,uA Q'gt a,
I4'.
F' W►r ~p~ ~ ~ i7 ,.~1 T J.H~~AMEL MC~ ~ 11
~ NL7
REFtCEN7 CQMPACTft7N BASE[} QN SPEGIFICATIC7N.
❑ 57Rk0ARp PRpC7pR ASTM p 688 ❑ 89% 0 698 ❑ 859G 0 688
C] AOOIFIEG PACICFOR ASTM 0 1569 ❑ 80% fl 1557 Q00% a 1557
~K d7THEA V[7THER --4~Pdl 0T AI~e
l
iuSATERIAL REFEREhlCE AAAYEF"tIAL MA7fiMUM CSRY QPTTMl1M
TYPE 5AMPLE Afa QESCR1PTtON pEN$ITY(RCF] Mf]I$T (96]
TEST NIJMBER f~, ~
~~rsvresr ~L- 6.0-YSle
RT = RETEST
TE$~ METHO❑
(D hNGLEAR (ASTM D 2922)
SC ='31SND 09HE [A5T'A4 D 4558]
IOC . OHNE CYUNDE&i (ASTM D 203])
RGRA EiE Fissd Rep. (EniUals)AGR4 E&E Praject Manager [In3tiafs, Contractves Rep. (lniiials) C[antinued ❑
AGRA EaRh 8 Ern'..._.:=.,ta1. inc. (Rm 7P94)
*aGa A
17-rth & Errwirvnmenta► QAILY FIELC) REPDRT
PRQJECT NAME~~ -v, p I) T No Z,3'~ FIELD REPq7p3~lo
LQCATIOW DATE PAGE
&
~ ~ 3 c~ 1 16 Z5~ I 0
~ ARRfVAI Tlg (7AY OF WEE}t
- ~SSMT~7T
CIIENTOR OWNEF ~ CLIENTfi7~EF
ROGEHEFk4t GONTRACTpR CDNTHACTCI/~ ~ Sl16CpNTRACTOR SLBCONTflACTOR'S FiEPRESEMTREIVE 1 PtiOHE Na
RGRA E&E FI LD EA _SENTATIVE AGRA ERE P CoJECT rJINAGER
wF-ar►iE EouiPMenrT usEa `
caFAMEnlFs (qescnbe work oorr,peoed aurirg me clar a„y pro6lems and uzeor sduftns)
t A . 1VI1A,"~~ f~ JE ~ ~
, -a ~
.
Af.aRA E&E Fiefd Representauve RGRA E&E F'rojecl Hlanager~~~ ,
Canfraciors Fiepresentatrve f}ate Ctmtmueci ~
7lGRA EarEh a Enwronme+w. inc. (Rzr 7m)
*AGRA
Earth & Enviranmenfal MAZ'ERIAL FIELD REPORT
PRQJEC7 MAME R-7llJ a I
LxATIL]Pd i v- y - f7ATE G
- 16 9, PA
~
~ PERrniT NuMBER
~ L
/OIA~ ~ ENGIHEER {;I
CLIENT pR OWHER 10 &&-X, ~ ~
C+EMEEIAL CC]HTRAG7C7R ~ ~ LI `,4,FlGFiITECT °
~
T1fPE flF INSPECTIpN PERFORMEQ ~ TYPE l3F STaUCTlJRE INSPECTEa ~
C-1 RESTEEL ❑ STRIICTllAqL STEEL F0.HRIGATIpN ~ FC1DTiNGS ~ COLUMNS
~ REINFORCFO C¢7HCRETE F-I $TRUCTIJRAL 5TEEL ERECTIQN ~ AUGER CA57 PILING LAB-Qw-GRnQE
~ REINFORCE6 MRSQNRY ❑ E3fPANS«k BOL'TS ~ GFiROE 6FAMS ~$TR[.iCTURAL GHA6E
❑ SHOaCRETE ~ FlRE PROOFWG ~ WALLS ~ P05'r TEhrSiflrmEO SLA6
9~ OTxER asp-1rA-C&{t', amER (suwfy) ;
$RECIFIC LQCATIQN(S)
cAIns I _ ~l~A,~n~.~r] ..-.UY.. C"1 .lY1~Jl.I~i~.,~ ~ ✓1rC
tRKS I
❑onmNeIEO L]
c~N~~~ GRour
5llf PLIER MIJf M_-7q~'I ~ SUFPlJER
'L'Ll<<
MATERIAL TE5T RERC7RT Alo 0a MµTERIAL TEST REPO
SLUk[P (fN ) : 5- "1 AIR CONI'EMT SCLfMP (iN ) ~
❑ESICiN 57°RENGTH (P51) 3C71-73 ~ 6ESIC3N STHEFlGTH (P51)
~
No OF SAMPLES q [..L N O C xL No OF SA7NPLE5
iC]TAL pJ YARDS RUlCED TC]TYIL Gl I YARDS PLACED
C?AtGRETE TEINP {Usg F} GR(7UT TEMP_ (f7reg F ) T1AAE NR TEMP TtME AIR 7EkSP
~i* °ALL~1TEkA5 ABOYE WERE IH ~CAHFDRMANCE WI"~H MQATAR
,1 r+Y-:rS<
:i1:~BUII~[l~GDEPARTMEFPr APPRDYEDPLAN§ • ~
YYPE OF MO i
~ Y~ IF NO, EA[PLAfN YNATEA1Ai TEST FiERO
SLUMP (fN.) ~
pESIGH $TRENGTrI (?Sl) No OF SAMPLES
TQTAL G§1 YARDS PLACECI ~
IuOiiPAA TEMP SC1eg F p
TllHE A!R TEMP ~
r
~n~pedor ~ Date
AGRA F.ath S ta1, trrc (Rev t tlSe) -
~'~a►GRA
Farfh & EnvirvnmeniaP DAILY FIELD REPORT
PROJECT NAkSE ' PR(),1EGT Nt7 FIELp HEPpF7 No
&f]~gkJe- oa]b F' ~ ~C) A) C2-7
LDCA31pN ' pATE PAGE
' 11-17-96- I oF ~
ARRfV,4LTiME OAY pF WEEK
SSMTWTFO
CLIENT QR ❑ NER CLIENT 6R QWNER'$ REPiiESENTATIVE f PNONE Na
-L/ceu ' :ic-C7r35(]k)
CaENERAL CONTFgAC~R CQ T~R'S ~iEPRESEN'fA"~f1VE t RH[]NE No
I/
T~- d~. ka
$USCC77NTAACTOA SUSGt]NTRRCTC33i`5 REVRESENTATME 1 P81QNE Pla
AGRA IEPE FlELL? REPRESEFJTATIVE AGRA ElIE PRQlEC`f MAtsAGER
- iw E' ?kY6 Aa-nc p
YYEATHER ECIIl1PMEH1" ( SJSED
~
G!)MivSENTS (Uescribe worl¢ rmnpleted dUrkV She daY: erg' proFifems ar50 [E1B3r salutlans]
A-n~ 6a 1OcAICI QQ `7rio.d~`'~~~ I 924►4EW►L-XJ7 4ig WA2CJ9f--7F-, EM 44A+ZEN~ ~ r3rU
-QLLe Q1(~-- L4)R-1J%3
. ,
~A~~' l.X►A,OF3 ~~QUk~'. ~ ~,.7T~~.T ! 8A.7 . ~ ~
: 2A%WS u)Ze-P ►4d...5t] ACPf] 400 "13 st3P+~ - ,*-rZ-
~ ~
~
-~,~.`Y~~.~`~►~~ . ~ L~~ ItJ+AL~L. w u TE1 t.
i'
-Tnoe aC ,aw,~F ewi'Y~ LA&)F.
~~e--~' ►,=Q~ SL~ _A.~.]~t.y A5,a C TZ * o2L~
' ~~P►-~~ ~ ~~~~c urE `~TCN'~ .
AL ~ - C~'~h3~C ~~►4~ `J . ~ ,
~
AcRA, E&E Field Hepresentative J` G~~~~ , ~ AGRA E8E Project Ntanager ~
Coniractoes Fiepresentabve _ Dat+b Conhrsued Q
AGSaA Earsn 3 Em2,. A. inc [aev rraa]
OAGR►o►
Ear[h & Envrronmenta! MATERIAL FIELD REPORT
pAQ,1ECT NANiE . FROJECT No FIEL❑ REP6RS nio
C1~~'A. Je4Lk ~ti~ F' J" 42~,,77 Cl,t~ /02-l3 1 a7
LOCATfpN DATE PRGE
1I-17^ FS- oF -3
PEFiM]T NUAiOER WE THER
~'.c~~~~ y
CLIENT fJR DWhlER'~. EMGINEER
Fr~ L~~.~
GENERAL COhl3'RAGTQR ~ I ARCHITECT
C'~►m~,,v
TYPE OF IH~PEC31(}iV PEHFORAIIED TYPE (]F STRUCTURE INSPECTED
F RES7EEL F] STRIJCTURAL STEEL FA13AICR'61C7N ] FcavrirGs C) ccKUanNs
~ FiEINFOFiCEC7 Ci3NCFiE7E ~ STAUC7UFiaL STEEL EREC7ION F] AtJGER CAST PdLIfVG ~ SLAB-flM-GFtADE
~ REiNF06iCED MASaNRY ~ EICRRH51t]W BOL.T5 FIGFiAOE BFAMS ~ STR!lCTUFnL GFinpE
~ SHOTCFtE3E ~ F1RE PROQFING ~ WALLS ~ F^Cl54 3EN51❑NED SLAS
~ vrwER (svg«sr) .9P1>C" C+eJ.4L.X- ~ vT►+ER lyIwXrl .SYI>E` Le.3+4UC-
, ; . , , . , , SPECIFlC LC?CATCON[5)
GFIios -jet4m~,F]5 ~t~t c`lP FA r7 iAA1 A
hie F, -SAr.&I&3 ►er.o~~ ALJG _ A►ua PAOarc.Av P..AVv~Ds FM ~ZMDrAuA 4~P :a&LA~E
9-10ert. LA OE • t
kRKss ~
CoNmNuso
- • . GROLPf
NCF;~- . ~
. , .
SUPPIFER MI%# SUPPLIEFi
lNATERiAI 7EST REF{7H'f Na lufAl'Ei11t1L TEST REPaFiT Ha
SL3Jk4P [IN ] AIR C.ONfENB SLVMFF (IN )
DESIGN STREA[[3TH {f'$I} ~ OESEGH S'fRENGTH (RSf)
Ha CJF SAN[PLES ~ PJo pF 5AMPLES
TfJYAL CLJ YARQ^a F'LRCED 37pTAL CU YANDS PI,ACEIJ
CONCREre a`EktP. {aeg F} -70o GRfUF TEMP (pee F)
71ME AIR TEMP 0 ~ T1ME AIR TEMP
1
, ='ALL ,ITEMS~ABi',,IAfERH;IH COHraRMAMtE , W[T~1 MORTI~►R
•,BUIl.D~1L3,bEP'Al_~MEN!'pIPPRL3VE0 PL11NS.'
° TYPE OF MOA7AR
~ YES IF NC], E%PLAIid MATERIAL TES7 F1EPOR7 Nc
~ NO SLUMP ItN y
6e5iGw stRENGTH (PSi)
No DF :aAMPLES
TpTAL Cl1 YARpS FLACEQ
hlORTnR TEMP iOeg F )
TI1NE NR 7FMP
lnspeetvr ❑ai8 6l-17~~s
nGRn Eanrr & ErnC,.,a.R.,,Ial, Inc, (Fier ttraa'
*AGRA
Earth &En+rironmerrtal MATE RIAL TEST REPg RT
' _:C-r MAME FRt7.1ECT No TE$T REP~pR~T INp
I F
LC3GATI6H - CA, IL
J)~ I PAGE
a OF
PERARI7lJVMBEF3 WEATkiER.
1 c~4-du~7s1
CLIENT OR EFi p Eh1C=INEER a~'~,,~.~
GENERAL Ci7NTRA~G~7.Q.jR AACHII°ECT
L ~i►!i~ /c~fLd
WIELD DATA. ' .r REPf)RTF08ATCHDATA
, ,:i, ~ ~~~~r`aY~i.;N'~-.,:r ~b~: = . ~ax • .
5l1PRLIER I Mlk P!o FlArfi' F!p +~IO ❑
L L c ~n G JD6 kslX CEFilEN3 TYPE
~ C4NCRETE I 3EMP [Qec] F) MIELDNHIT ❑ OESIGP! IC] ACTLIAL
~ dRDLrr YIME I TRGCK N. { =KE7 Nsr. I Y6AIH I SLUMP I CONC RiR I WEiGH7 Hil)t No p I
❑MORTAn 8: stS' IAa-5 I vaO739 I Ita 53'" yo l CFM LBS f I
~FLEX BEAMS -1 I I I I I F ^~H LBS f I
~ PRISHI3 I I I I I ~ C AGG LBSJ
~ GROIfTEQ DE$lGN STRENi3TH tjC(90 R51 0~F DAYS ~ AG(3 L&S.~
❑ CJNC,RflUTEO SLSIAi1P SPECtFICATIpNS TpTAL Cll YO$ PEACE9 YD$3 C AGG LBS I
~ 4TFiER A4R Q@NYEHT SPECIfICATkDHS I LQkD SIZE f~ ypg3 SANf] 3B5 !
Ha0 LBS
i~Rlk . • i ' t..:~r.,: , ~
. . :~t. ~ r iT•~IRF~L ,.`.s . _ _ ' .t?; ; - - • nnh+t~v~s
~
r-1 FOOTINGS C3RlOS I .
I-I WA415 NH Et+IT I 071CWT I
cOLuLws E?45T' 04*)r7
U GRAUE SEAMS IWATEA AOOEC7 I ~
1
Fl SLASI6ECK REMAflKSI BT ~ L95I Y1T 1..85.
FISLA$
~ P3LINGS '
~OFNER I REFEREIVCE FIELD REPORT No RLC fFW$ INSAEC76'D ARf:
~ ClFG1FllNING
[I~,fiPECTOF ~fe~._ F1EV[EWED BY ~ ~ hfON-CONFS3RM]NO
. ~ 'r '~,~~~'~y"°".~y, i ~C~~'. ~1`~" '^y„~,~..~.`i+#:~,t ~~:.'r:~ ~?•i'f}`i c`c`=_',=,-•;y~ '
~;YLA~~7~tAl'~]FtY.~a4~TA~.~'t.
DATE SPECIM/WS CA5T I OATE SnCItuIANS SIJHMITTE!] .•'1
LAB lA 7ES5' FIELd AGE M 91ZE AFiFJ1 WEIGHT MASS LOAO STRENGTH SET LAB ' 7f5T
No I DATE ~ CLlRE ~ [QAY3] p (fN) I fSG7iM a (~S) ft8S1 I i~Il I Ha ~ TECFI ME7Hpp
'
V27 3~d i7 1 1 ~ rW c ag
I ~ V990,qs° l~+0,2l 1 ❑MSWaT22
I~ I I~~' i ~ _I I I07q 1-7 (Specty)
I~ I I I I I ~f I
I I I I I I I I I I 9=MPafSSIVE
~ I I I I I I I ~ ~ ~~~~RAL
I I I I I I I I I ~ ~ CQMFORMIkG
! I I I I I I I I Q N~~MFXING
1 I I I I I I I I "
acu0fms I - • -
Revi6wed by Qate -Al"7
AGRA FaM a Fanvr.. tal,-tnc (Aav 11/e4'
~ A_G R A
Earth & Envrranmental M14TERlAL TEST REPC)RT
~C'T W,kPvIE PAaEGT Ma iTES7 REWRT a
LOr-ATIpN IIATf 9 ~ PAC,E
3 OF
~
4R~
'MIT NL1MBEt7 WE/STNEFI
r_~N ~t r./~ ~os
CLIENT OA i]WNII EIJGINEER
1 )'ZLI.n ~.a ~Cl ~
GENEHAL G(]NT6iACTdR ARCHItECT
: , - • , , . . . -`s:`.~ FIELD DATA REPOFrrED earcH onTA
SUPFiIER Mild'Nta °d 1V
"l C3 ,l~4 {O I PUI147 Na ar, 0 11 "M!k CEMEPlT TYPE
CQNCArTE I SEN1P (Dft P) p YIE=NIT Q DESIGN I~ AGTLIAL
FTGRCYUT TI1NE I TAVCk Na ~ TlCKET No I °R,/UR I- - SIUFAP I CDNG ~ A[R I WEIGHT MlX NO ~ I n hlt]HTRfi I t: J O f 51,6 ~ ~1 44.2 I I. 3-7 CEM L65 ~ I
El FLEX BEAklS I F A,SM 1.85 I I
❑PaISMS I I I I e CAGa M I I
Gnaum) DE51GH STRENC3S1! 3 L` U D Psi a onvs c nca ~as I I
El UNGFiOUTED SLLfMP SPECIFICA7tQN5 I T6TAL Ctl YU$ PLACEfl 4 Y65~ G AG(3 LEIS I I
~ QTHEFt AfR [7ONiEH7 SPECIFICq71ON5 I LC]Ap 512E Ypg3 5AND LBS I I
- - ~It~f} L85- I I
a . , . - . , i.. .
`4.1- -y"~'►CEMENI''AF3~A'~' ' - J Aon~I~,Res
....Y~,...__.;i=::.. : . . _ p : 1.
0FOOT]NGS t'sfi105 I CD`
RIPo ENT I QZICWf'
°-7 NIALL5 j
COLIIMPES
u GRR6E BFJ4AdS WATER ADOED I ~
n 51..R9NECI[ REMARFC.SI G Nt~tSn7 w~ ~ B7 ~ LBB~ I LBS
~ ~'°'B
~
❑ Piurres
~pTHEF ~ REFEREFtCE FIEW REPORT N. ALL CI`EAAS iHSP1EGTF.Q ARE:
. ~ _S*ANFpRMIN~',
NC]N~'.CINFOAAd[NQ
IHSRECTQR ~ - ~ REViEWEO BM
r ~ ~x.,~ y : r: : .i'~'=~' ~'t -_.y ~5 F . , . • : - ' ~ - J z f
Dare spEciw+srws CAST 7 j ~ oaTE saeciMnks1suBn+tia-rEO " .
LAB ~ AREA NoIO I DYI E I CLRE ..RA 9} k ~fN} I (SQ IiJ) I ~(t65~ I MAX (S.SS)~ I SYRRSiGTM I NaT I TECk ME7HOU
I
rkr~&Asrm c39
L] nasWO r=
I~ - I ~ I ! I ~ I ~OTHER (SPecHY)
~ I I r~ I ~ I I ~ I + ~ CCIMPRESSIVE
I I I I I I I tl ❑ FLEtURal
I' I I ~ P I I I QCONFO,WENG
I I I I P-. ~ ~ I I ❑NON-CONFOANNG
I I I I ~ I I I I -
6,RKS ~ - -
R~ewed by oate I r~i 3
olev > >rs4)
SPECIFiC'~aRAVirr OFBiTuMaNOus MoxTuRES . OSHCJ T'M 306-A (F) WII'ORxsMEE-r PrQject Prajcct # i~ -!3!I
Samp1e # ~ Depth Lab # 3a cr
LocativrJSvurce- gar oWA ; Dace Tested
GU~tr..,~
Matenal Descn'ption qsPFrac-z- T'ested 8y GL1.
JAt {PrCNaMETER} CALrsRAraoN
wc of1ar, Gtass A P ~9 lo 9 2979. G, 9I di 21'.
wt. of wacer, Jar, GlasS I B I ~ ai6o. 91 7 31611. 6 91 73s 3. 9 g
TempefailACe of WateC C. ~ -7.3. ~ 6F 1 -70' L/ 6F °F
(Crw) Tetnperatvre Ccsnaersion Factor ~ D ~ ,99153-7 1 , `~q-7cj t g q I
[V volurne of 3ar B- A ri E~f~ r t. ~ I E~ 4~1 ~51.7~ °c E~ { ] - ~ z ~ } oc
1ar c.itnr-am -
~ ~ (I~V .C`.r VP) [ I~1+ Ez~" Ey ) - 3 F 'y`11I ~a. 7~ cc
SgF-crFic GRAvrry & MAximum DF-rvsrrY
r Na iu6lat ar T=[ No rIVa }5e~iot ae 7"ese Na ~.at Na }5ublal vr Tca Na
I I ~
Wt of 7ar, Glass 1 ?q-79. g g g
Wt ❑f Samp[e, Tar, GlasS 2 t, -1 9 • 9 g
Ws} Wt of Sample 2-1 3 9g6.5 9 9 9
Wt of W'ater, Sample, Tar, Giass 4 `79 ?d .D, ~ ~ 9
(WWvv) Wt of Water 4-2 5 q60-1 ! 9 9 9
Te[i1pBCStuT0 of W3ieS g °F °F °F
(Crw) Temperature Cvnversian Factar 7 ,R q-? F)qq
Volume of Water 5= 7 8 m cc cc
Volume of Sample F- S 9 Bcl8. ~ cc oc oc
(Gz) Specific Gravity 3= 9 10 2.47
(MDT) Maac Density Test R,esulc 10 x 62.4 11 .~y fs pcF rcF PCF
Diifference Between Y i& Last MAMU PCF PCF PCF
MaVM~ ~VERAGEMA)mwm DENsITx (MAMD)
Na raf MDaa Na Mn.LD J--iqo- ~ Mnkff] No MAMD
A,,eMed NAMD (C]sing MDT Fram 11)
~ PCF{ ~F
Resnarks:
~cEF~.evs s11a~+a ~ A G R I$ Checked bY: F114-
. Ear[h & Envtranmenta! , -
E 520 Nor[h FOOM'f3riv+9, $uriO &00
Spokane, Washfng[orr U! rA 99207
_ Y'`dj• ~v
SPEcIFICGRAWiTr OF BIruMaNOUs M[xTUREs
OSriOTM 306-A {F} WvRKsHEEr ° ' .
F'rajcct ~Project # ip_ f 3t l
.,amp[e # I Depth Lab F~ 3--j
T.caeatFmnlSource s•v'(-•"aAj R.ve?z- i~O CZs4 L,uO,u e~tL*-Y- KD ~,u
DS atc Tcsted
Materia! Description ,qg~,,yA~~ ~ Tesced dy (-c7. Y~sr-bt-r,-
JAR (FrCtiOMETER) Ca.LrBRArraN
Wt. of Jar, Gla5s I A $ t/ 91~~~~ g
Wt of Water,lar, Glas~ B -7 3 7 tA g ] g g
Temperature of vVater ~ C °F 70 , cl OF~ 7 a. C) °F
(Gw) Temperature Conversion Factor I D 1.99 7 S 7 ~ . 9 -7 95- 1 7 1.~ ~J (Vp} Valum~of Tar (B - A) - D E ~~I l 1~,,~ ~_~z Es I'j' ~ I3.f ~
1
~ ~ (AV~`r VP) ( Es + E,+ E3 ) ~ 3 F
cc
SFEcrFic GRAvn-u & MAxmum DEMsrrv - -
Cd Na r ublu or Tct Ho r A!o ruhld ar Tcit No r No u61at x Tcu t~la
j
Wf 4f J3f, Gla55 1 av 2. 9 9 9 g
wt. of swnp1c, rar, Gta55 z qo tq.`l g 9 g
Ws) Wt of Sampie 2- 1 3 163s, s 9 g 9
Wt. of Water, Sample, Tar, Glass 4S~1)0 A.~ g g g
(V4'w) Wt. of Water 4-2 5 39`~ . f 9 g g
Temperature of Water 6 -7.~ ~ "F °F °F
(Cw) Temperature Conversivn Factor 7 .e?R7`~ D~
Valurne of Wa#er 5-7 8 ~,a,~q,5. cc cc oc
Volume of Sarnple F- 8 9 41 1.S cc ca~ rx
(Crz) Specific Gra►rity 3-9 14
(MDT) Max Densityr Test Result 10 x 62.4 11 !~`tr ~PCF PCF PCF
Giffeeetice $etween-11 $c Last MAMD PCF PCF . PCF
MOVrrc AvERa,GE MAxmiuM DErrsrrrY {IVIAMD}
W at"MI3T's _ N0 MA.~ ~ Nv I MAMD Na MAMD
n,-god MAMD (Using IV,fL1T Frvm 11)
~ PCFx 3`CF
RC[i13f1C5' • . •
fUceFaRM PUa 5/12/94 - - - - ~ AGRA► ~ Checked by: ~
Earth & Envfranrnen[gf
E s2a Nodn Food,rls D,;,.e suira s«7
Spokane. waSlrrngror, u.SA 99207
'~.f
AGRA Ear-th & Lnvxroncnental, Inc_
E. 520 Nortli Foothills Driwe, Suite fiQfl
SpQkane, Washingtan 99207 • .
(,09)482-0104 Fax (5[]9)482-0202
CLIENT DATE 11-~?
HArrJSe.~ r~~
PROJECT PRQJECT 3 ti 1
L,AB. ND._.~LI METHC]D fJSED
ASPHAL7 E]{TRACTiQh[ TEST 5A'N&PLE L[7CATCOh11fDENTIFICATIC7N rc R`
A. WT. OF MlX +BDWL J. WT. OF N20 SAMPLE + PAN
8. 'WVT. OF BG'V'UL K VVZ-. OF Po4N iO-)q ,S'
C. wr. OF Mlx r~3 c) . L-I (A_a) ~ L. vvET WT. OF Haa sAMPLE ir 9V. T (,-K)
d WT. OF DiATQMpCEOUS EARTH _ M. DRY 1N°P. OF H2Q 5AMPLE +FAN 3. 6-
E VIfT. OF FIl,TEFtfAGG a05• 0 N. DRY W''T. OF H.0 SAMPLE f61/z) {M-'K)
F.WTi .+OF FIC.TER 10. 0 P. "Jo QRY M14,TER3AL fN SAMPLE .9?7
G. WT. OF AGG. QN FILTER j 1(RE+CARO T9 ~lFJ4REST ilf D096 (E~ +L) X[tOQ]
_~1~ {~-F]
H. INT. OF AGG. AFTEFt ECT.
1. Ta7►hL WT. OF AGG. I3 7, 6{H+G}-Q
95 A5F"HALT BY TOTAL WT. OF i,AUC (ICW~ 14111
(Reaord of nearest 11147046) x 11001
M zP) 1
5lEVE AiIIAl.YSIS OF AGGREGATE
CUMi7LAT[VE CUMULA'TfVE
WEI+GHT V11EiGf3T PASS[HG PERCENf
S[EVE SCZE RETAfNED PA551NG SPEC _ REMARKS
~
IQ3 1 -7 3 7. 6 100 160
I I C?r -1a':~ ~
-7 I 67-'9b
V~ 2 C2, 0 I qo - &-j-~-
o0 1171, Lz -Yp
qo ~7: 4 r '0- a3
1310. 9 --r. ~ Q,C' - ?.6
t7RY WEiGHT OF SAMPL'E IS' 7 7~ TECHNiC[AN W. ty[7cb,e~
RY 1NEIGHT AFTER WaSFi SAMPLED BY4]
REVEEWE❑ BY
REMARKS: .
~z?
AGRA Earth & Erarriraramenta'I= Inc.
E. 520 NQI°th Ff3C1tFlIIlS Driller Suite 600
5pokane, Washingtdn 992[]7
, (509)482-0104 Fax (509)482-0202
cLIENt aArE I r -15- 9 S
PROJ ECT PRt3J ECT # ~ 3r 1
LA13. NO___2_~ ~ METHOD [JSEC? '
ASPHALT EXTRACTiON TEST '
SAMPLE LC7CATdOWiDEN'T'IFICATIC]N ['4Aw `A ~°rr►►a~c ~ ,
A WT, OF MI}C + BDWi. J. VVT. OF M20 SAMPLE + f'AN
B. WT. OF B0VIlL ao to. 3 IL WT. OF PAN ~ b-7`1.
c. Vvr. OF MtX ~y ?~r. 7 (AoB) L. WEr wr. o~ SAMPLE 4106 $ (j-K
D. W'r. [3F OfATQMAGEOUS EAR7H ra'G. M. DRY WT. OF H20 SAMPLE +PAN D-MS, ~
'
E. WT. OF FIL7ER+AGG ~2a;?. 3 N. C1RY WiP. OF H20 SAMPLE I 10to,;?-(M-Ft)
F.'4NT. OF FILTER P. % 'DRY M4TERlAL IN SAMPLE ,999
{REcoRO ro NF-aRESr uiov% (rr •L) x(iav)
G. WT. OF AGG. flN FILTER 9,14. 4 (E-F)
H. IIV7. OF AGG. AFTEFd E7CT. 13S4'.g
6. TOTAL WZ'. OF AGG. 1qRD-5_CH+G3-D -
. , • % AsPHnLr Bv xOrAC wr. OF MIx 1 (ICa 4tll
{Rec"dornrarvA, n as]%) x 11005
~ [(GxPf 1
s[EVE ANALYSCS OF AGGREGATE
, cUMUrArIUE CUMuLa71VE
WEIGH`6 VYEIGHT PASSING PERCEILfT
SIEVE SlI.E RET'AfNE[3 FASSING SPEC REMARKS
0 l 'E7o LC, 0 I
!fl!. p- 1354,(a R,5, 7 1t'0- l~o
0-55.-5 1I6S.O I 'BQ •o I 75-CI0
qclS.a l 4~~r 9 ~ GS. ~ 1 155-7,15'
r CD 5 36.3 3o- ~'o '
L4() ~15, r r r-av ~
r~.~C] 131a04 e~7, 9 • T.lc~ ~.a- 7,b OUT pF
~ .
~
DRY 11VEIGHT OF SAMPLE TECHNlCIAN UJ,uae-4}4,a c-,L-
_ RY WEIGHT AFTER WASH SAMPLEa BY Ja-( N1av-rtv-> -
REVtEWED BY ZKL )4r~jp(d
REMARKS: _~?4►-u•wo
- -
-
AGR.A Earth & Environmental, Inc.
E. 520 NC]CtJI Ff][]tF'lIllS ❑i'7Ve, SUItE." 600
Spokane, Washingtvn 99207
, . (509)482-4104 Fax (509)482-0202
CLIENT br-no f7ATE ~!-I3 -F.S
PRC7JEGT ,e► k1t-rx. wAc rc Ap je ~1 PRC]J ECT#1.2-13lI
LAO. NO. 32-7 MEYHOp 115E0 7- 3 4.
ASPHALT E3CTRACTEC]N TEST
SAMPLE LflCATIC]N11[3E!`1Y[FCCATIDN '~q " Mlx
A. WT. 0F M[X + BOWL J. WT. OF Hz[} SAMPE.E + PAN
B. W'T. OF BOWL K'WT. OF PAN 1014 • 5
C. WT. OF MIX I~v1a. 5_ (A-B) L, VlfET Wi'. (3F H20 SAMPLE [o~PT. 0 (,9-K)
,
D. YVT, OF [31ATOMACEQLIS EARTH Fz -1. 3 M. C?RY WT. OF H20 SAMPLE +PAN ,~2+ qG .5
E. WT. OF FfLTER+►4GG +CIL1, I N. aRY 1NT. OF H20 SAMPLE 166?. -5 (M-K)
F. VIr, OF FILTER 5-. -7 P. °Co DRY MATERIAL IN SAMPLE .`7q`13
G. WT. OF AGG. ON FILTER WS. -1 _ (E-F) [RECORO av NEaREsr,/socr% (rr •L))qlao)
N. ►ruT. OF aGc. AFrER EatT.
1. TC]TAL WT. OF AGG. -l S4 a. ~(H+G)-D
96 ASPliALT BY TDTAL WY. OF LIllC 5.0 f-[E}f
[Reoati of ne3ecs! 1 ti 0096) x (1001
{[CxP} I
:51EVE IAR[A4YSIS OF AGGREGATE
C[1M4JLAnVE CUMULAZIVE
VYEIGFiT ViEfGHT P►4SS[NG PER+CENT
SfEIAE SEZE RE7AINED PASaING SPEC REMARKS
~Iy I tf~ r s14~ I:o0 1
_j G . ~ YO
3l1 L3 75-70
16 IT~ ~~AV .75 ^IS~
3~
~C~C3 Jq .2 -3.Gi ~ ~ • 13.0 -710 ~ OA satc-
,~AO 1 Li 3c,.,7 • .
ORY 1fVElGHT OF SAMPLE TEGHNICIAN w- ~cz> t--)Y-
:ZY V11EIGHT AFTER 1NASH I6c!'I. ? 5AMPLED BY tv1i~r~,-r N
' FtEVIEWE❑ BY
REMARKS:
' .
a
~ ~~ca E~ VI~lil"J?el~T f8l
E 520 NorSh Foalhiils L]rive, Surte 600
Spvkane. Washington. U 5 A 99207 f1
SS[}y1482~t17d Fa3e (5U9) a82-O2t32 AI EV~ LETTER +DF TR►4NSMITTAL
TO DATE
L ~
.yLcJ V-E A7TEN71pN
FiE c~
~ 1\ ~J'-'.r
WE ARE 5EN[31NG YOU (~rAttached 0 Under separate cover Wia the following items:
~9r- ReporF Li Prirs4s ❑ Pfans 0 3 112" Di5k ❑ 5114" Disk
0 Letter ❑ Shop drawings 13 5pecificat2ons ❑
CoPIes I eATE G Ho I aEscpiPYinN j
~ f ~ r ~es~ f~►,~P~ ~ ,3 P
1 -
~ I I I
~ I I I
TMESE AAE TRANSMiTfED as checked helaw:
❑ For approval ❑ Approved as submiYted ❑ Resubmit copies for approual
CS- For ynur use El Appraved as noted Cl SGbmit co,pies fQr distributian
13 As requested C] Aetumed for cflrreetians 0 Return corrected prints
* For re+aiew and cammen# C]
❑ FCJR 81[?5 F3GJE 19 0 PRINTS FiETUFiNED AFTEFi LC3AIW T[7 U5 -
REMARKS
,
v---
WPOWN4 . ~
.
- ~.J,c~ .
COPY TO SIGNED ~ - .
'
ncRn Earth a E~~~, tm (Rev 7/94)
A G R A
Earth & Eravrronmenral MATER1AL TEST F3EP+DRT
_ J
- IQIECT NAME~~` `V- PRqj~ No I TE3T REPQ~T ~lq
I ~ F~~
LQCATIOPJ [7AI / ' 6`12 ! cI PAGE
7 ` 6F
J ~
I PERM1T NUMBER I'WEAT]AEA n ~~r~1
`rV{ r~! ~f~l
CLiEN70ROYYNER 3/,~~l~I~.~/~I I ENGintEER V
GEPRERAL CCNTRACTIDFC ARCHITEC'T
{
=4 : FIELQ.DATA - - - REPOFITED BATCH OATA
SUPPLIER I Mll[ No 770G f PLANT No f'~],.0 ❑ JOB MIX CEMEKT 7YPE
L 1'L .-~f
❑
2iGONCRE7E ~ TEMP (CJeg Fj I Y3ELC7A.INFf DESIGI4 0.C'TiJAL
P ~
~ GRaff TIkfE I TRl9CK N. I TIClfE7 N. I f6 A[R ~ SllllNF CUIiFC AIR Pi iNEtfaNT M!% No
Q MoWrAFI <r-; 3 o I ~ 3~31 I ~ % I ~ ~ n L-1(1~- CEM LBS
L] FiE7C BEAMS F ASH LHS I
~ P~~s 1 P ~ I I i ~ C A~ ~.I I
GRQLITED DESIGN STRENt3TF! C) PSI 0 QAYS C AGG L65 I I
~ UNGROLfTED SLl1MP SPECIFICATIpMS Z4 tl I Ti]TAL CV Yp5 PLACEC] Yp53 C AGd L13S~ I
~OTHER RIR CUNTENT SPECIFICA71ONS LQRp SEZE y~ $AND L85 I I
_ W2OLB5 ~ d
';P1ACE~MI'AR~1 ~ HQNSIXTUAES
, .
Q wantvas GAros I -
• ~ WALLS ►'t'.lt.. AIR ENT I 071CWL ~
~ CQLl1MN5
~ CaRADE BEAAA5 ~ WATER ADOE[i I ~
0 ECK FIEMRflKSI 6T I LHS.I AP I L6S
SLRB
a RILIAGS
_ ~ {r'~Gt:R7•v°'.L' Y'i.eKr Sj?aFi^'FIO7HER I iiEFEREHGE F3EL0 F[EPDRti N. ~HFC3FtlVSINCa
INSF'ECTC7R ~ ~'1-Cf]kFORAdIH¢ 6
R~n~n er_
]OF
DA7E 5PEC1lNAMS CJ45T I pAT£ SPMMSIWS 54181NaTEd ~
LABID I p~ ~ 9 IIf~E ~ ~ ~ ARER ~ WEf4FlT ~ MSA1C LOAD STF~ENGTH I SET I LRB TEST
No
~ [[?ATS] (IM) [SQ IN] [L$5] (L65) (RSf) No TECH WT-IOD
104~ ~ ~i' _~~c12 ~ v~'•, • ~ r.~ 1 1~ [r~,caa
~ E] nASHrQ,=
f~~l 1~ I I I I I DOTHER N=Ny)
~ I f f I I I ~PRESSfVE
I I I I I ~~~URAL
I I I ~ I I ❑ooumRmNG
I ~ I I I I f I I f❑WM-CMFOPNING
I f I I I 1 I 9 I I
RE~~
Reviowea lyv ~ Date -t + /A 7
narte earu, a ervv-..: lm, inc. (Rev 11/6+)
-
WA'G RA
Ear-th & Fnvironmental MATERIAL YEST RERORT
( •klECi' HA PRC7JECT No TEST R£PpRT Na
'LiF~„A.71DFd - I ❑A'YE PAGE
3013
PEFilvtil7 NkJMBER A ER
~G~L.C3
cs.iErrroaOvNER L !-~i4 I Er~Gi~rErR .
GENewu Gor+rrruCr Fp ' I ~cHi~Gr
~~~7~ ~
' • . . . ' • . . - :FIELD DAY►4 . REPORTEa BaTcH oATA
SUIPPLfER Id~~+}?']C l MI72 P!a ~ rp I PLAN'T Na Jp@ Mlx CEMENT 7YPE
t
t-CQNCNf7E J TEMP (Beg F) ~ YlELDlLIN[T . DESfGPP kCTl1AL aGPODUT TtME YRIICK N. I TICI(ET Na AIR ~ SL4iMf' ~ CDNC I Alii ~WEIGHT MIJS MQ ~
FIMQRTkfi L : C) C5 61.30 114-8343 SvQ I T• ~ I 7V '0 I tc~ CEM L85 I------I
QFLEx BEAMS i I I F ASH LBs ~ ~
EIPRISMS I I I I I C ^~G LaS I _
Q cFIaured oEsIcu sTREkcni ~p Psi oArs c ncG tss I
~ UNGRQUTED StllMP SREC1FtClI710N5 L ~ I 707YILCV Y❑8 PLACEf] 30 Vo53 C AGG LBS ~
I f
~ OTHER AfA CpATTENT SPECIFIGATI(3N5 L❑A❑ SIZE L CJ YQ53 SAND L5S
H,9185 I I
~ - r-'_:'~• . , . ;PLA&MENT AHEA 'rOMixrtrRes
~ ~~TINGS .~.YRID~'J I.. ~
w,aus /~p,~,~~t~An c A,t3❑ ~d..uc7A_I AIFi ENT I ~aucwr I
~ ccLutiws ~_L,~SA.~A A~ A6«: aot-A_~,,,~UIP Iic,JTx5cczCbuS .
] GPACE aenans - ~ war€R aDDeo
~ SCA9tDECK REMARKsI ar I LJas I nr ~ Les
~ SLAg ~ -
❑ Piuxcs
au:L~n1Z,s iHSPECTEn
❑THER REFERENGE FIELd AEPOAT Ha 1 r'i ,-r.
_ .
[KcvriwRMiNG
~f~ ~ ❑ NON-CONFpiiFAPHG ~
INSPEC'FOR REVI~p By
~
~ x y~; ~ n ~ r,•;{ ^;'C4;W~~- ~ - ~ ~T~ f~,W:.rY ~-F^ ,i;'f`se'~'~S~ . - - F' R~
DqTE SPEGIMANS CAwT DATE SpWMAm 51Jmn1mD k
L" 1LY ~ DT~ ~ WRE I [C7AYS) I SIN ~ (AREA 1 ~ ~L~1 I {LSLf]AU I9B}lPSI}G~ I No~ lEHC MTEST
~Lox-i"2. 5<AsTm c 38
~Answ rar Tz
0THER (sceOs»
I 1 ~ ! I I I I ~ I ~COMRREWIVE
~FtExvRnt
CONFORAMNG
❑NON-CarrPORMINa
~ REiNARK5
Revievmd by Qate -1
~
ACaFw Earfh dErtu1 . . : ,al. tnc (Fisv. t tla4)
INSPECTOR'S -DAILY REPORT
TNSPECTOR: PROJECY NO.
PROJECT:
CflHTRACTOR: WCYRK RERIO[}: A.M. P.M.
W EATH E R A . M. : P . M
VISITORS:
MANPOWER ANd EQUIPMENT
SUPERINTENDENT: F[1REMAN.
OPER4TUR5 : LABDRERS: SURVEYDRS: ~ FLAGMEN :
O7HER5:
EQUIF'hiENT USED:
r
ALCOUNT VF ■llORK AND iiISCUSS~~NS
TRA,FFIC SIGNS ANa BARRIGADES CHECKE[}, A.M. P.M.
STREETS CLQSED:
7 I M E : WORK : 2°
74;..'r .~7.,.-r,.'~. 7/9❑_~ . fe 'el •r*r~c~,6::r dJ
- (cantinued on bac[c)
TESTS:
WORK [lELAY'5:
A5 BUTL1' N4TES: -
CITI2EN5 CDNCERNS: ► .
UTiLILTY/PROPERTY DRMAGE:
REYxEWEd B1f y PRDJECT ENGINEER C[1N5TRU'CYION ENGINEER:
PAGE DF DATE: f~J 1~,11 q~;_
~
~ir~
INSPECTOR'S DAILY REPORT
VIPECTOR: PRaJEcT Na.:
PROJEcT:
coNTRacTaR: WaRK RERIan: A.M. P.M.
WEA7HER A.M. : : P.M.: ~
VISITaRS:
MANPV~~~ ~OUIPMENT
SLtPERINTENDENT: FDRfMAiV:
4PERATORS: 3 LABORERS: ~ SURVEYORS: FLAGh4EN: ~
OTHERS: ~
EQU I PMENT US ED: Zx.r".e."P
ACCOUNT OF' WORK A~~ ~~SC~SSIONS
YMFFIC SIGHS AHD BARRICAUES CHECKEa: A.M. P.M.
STREETS CC05ED:
7IME : WORK: 1 r.
,g,.wk. ~n! ~t~.t cs.1 ~ ~.[t~ +L.~ri►~~ ~ t~u
m"~' TT~"•+~.~, ~S Z`~ ~ ~
~tZ►r~ -~r~ i~ ~ ,1'7~ ~"~'Pi"~{'c.l~ ~r'1`s►~c
i' _ . 7 y~',e~~.•e..~ ~
(cnntinued on back)
TESTS:
WORK DELRYS:
A5 BU I LT NOXES ;
CITIZENS CONCERHS:
L1TILTL7VPROPERTY [3AMAGE:
REYIEWEO BY - PROJECT ENGIHEER C(iMSTRiJCTION ENGINEER:
PAGE OF DA7E : t ~ ~ ► y 1~
INSPECTu'R'S DAILY I.. EPORT
: J?ECTOR: PROJECT Hi3. 4,
PROJECT: , C~~►~ .+...d~f ~~J
CONTRAC7OR: WORK PERIOD: A.M. P.M.
WEATHER A. M. P, M. :
VISI7i3R5:
MANPOWER AND EQUIpMENT
SUPERIN7ENC}ENT: FOREMAH:
OPERATO'R5: LABDRERS: ~ SURYEYDRS: FLAGMEN:
OTHERS:
EQUTAMEN7 USED:
AGCC]UNT - C]F WORK AND DISCUSSIONS
7UFFIC SIGNS AHa BARRICAOES CHECICED: R.M. P.M.
STREETS CLOSED:
TIME : W'ORK:
~ "A~ Q2-4v tio „t...114xikF.sa.i- I -
,ft&-4~ ' o.~rFr ,r-C
_ (cantanued an hack)
aE5T5:
WORK DELAYS:
AS BUI LT HOTES :
CTTI2EN5 CONCERHS: ► W,.-- -
uTTLILTY/PROPER3Y pAMAGE: . ' w .4..._
~ REVIEWED BY - PRaJECT EhiGINEfR GOHSdRl1CTI0N eNCINEER.
PAGE QF DATE:
INSPECTOR'S DAILY REPORT
I' SRECTOR: PROJECT
PROJECT: t,--,~-
CONTRACTUR: WORK PERIQD: ':I-, A.M. P.M.
WEA7HER A.M. P.M.:
vISITaRS: .
MANPOWER AIVQ EQU1PMEN7'
SUPER$NTENDENT : FaREMAN:
0PERJ4TQRS: LABORERS: -:4- 5{lRVEYORS: FLAGhfEiV:
aTHERS : -
EQv I PP9EN7 USEa ; .
ACC~~~~ OF ~ORK AND DISCUssIONS
TRAFFIC SIGHS AHD BARRICA[lES CHECKEU: A.M. P.M.
STREETS CLaS'E0:
TIME; WORK:
F,cn~ .,.-f>,rs r~- ,-re s'+..~le, r~~ 'S~ u3~Z..C+~,e~.►+ir2 rrrl--cF"S
_ ~ ,~.~✓~rE~~~ , qlr~r~-~I►a ,+~jn . ~.f
~ ~ ,;a ~hu-zm
- (CU11ttRued On baCk)
TESTS: .
WORK DELAYS:
RS Bt1I LT N0TE5 :
CITIIENS CONCERdVS:
L I LTYIPR(IPERYY DAR4GE:
REYIEWED BY - PRflJECT EHGTNEER COiVS~RUCTIDH EHGINEER:
PAGE oF DArE: ~ 1
INSPECTOR'S DAILY REPORT
I SPECTQR: PRClJECT iVO. :
'ARdJECT: ~v~-•c~ :!~,•r~~r.
COH1°RACTDR: wORK PERIQD: A.M. P.M.
WEATNER A.M. : (`'~,►_c, ,,~~.~s3~ P.M.:
. , -
VISYTORS:
MANP'OWER AND '~QU1PMENT
SUPERIhiTENDENT: FOREMAN:
4PERATORS: LARORERS: SURVEYQRS: FLAGMEN:
aTHERS:
EQUI PMENfi lfSED . ACLi~UNi QF WORK Al■D DISCUSSIONS
TUFFIC SIGNS AHD BRRRTCADES.CHECKED: A.M. - P.M.
S~REEZS CC.05ED:
TIME: _WORK:
_ C_Z'~
~3 F= L.=41f.-- _1 .
']'C
_ t~~C`~ ,~3-~-'~~,•4-~ - ~ ~c _~4-Fr7 ~ ~.t~{..t L~ ~7►p,.f~.
_ (cantinued nn baek)
TESTS:
WDRK U ELAYS :
RS BUILT NOTES:
CITIZENS CONCERHS: . ~ .
MR ILTY/PROPERtY DAMAGE: -
REVIEWED BY - PR4JECT EdVGINEER CQH5TRUCTI0N ENGINEER:
PAGE DF DA7E: _Ll_j 70
4-5 A G R A
Earth & Enviran,mental
E 520 Nvrth Foothills prrve, Suita fiW
Spokana. Washington, U 5 A 99207 L~~ V■ ~ 17~I~i1 ~ 1 1 I~M ~
- ~J] 482-0104 Fasc (Sf9) a82~~2
TQ DA7`E JcS NO , ~ 1 f (
A'lTENT1OPE,.4fI
7~0 IUE J IC ~ ~ f y4
RE_
tA-ja
. ,
Rs-o <:=a,
WE pRE SENDfNG YQfJ Z--Atfached ❑ Under separate caver via the falfowing items.
19- Report El Prints ❑ Plans 11 3 112" Disk ❑ 5 114° ❑isk
Ll Lelter 0 Shop drawirags p Specificatior►s ❑
COPIES ~ DA7E ~ w I pESGRIPTlON
~ ~ ~ 1 ~ f.~ 1~~ rc~nt,.~-f
I ~ I
THESE ARE TRANSMII`fE❑ as checked below:
❑ Foc appraval ❑Approved as su6mitted ❑ Resubmit capies fvr approval
Z--For your use ❑Apprvved as noted ❑ Submif copies far distribu#ion
0 As requested 0 Returned far cvrrections C Retum corrected prints
0 Fnr review and comment O
❑ FOR BfQS ❑UE 19 ❑ PRfNTS RE7URNE{3 ►4FfER LQAN TO U5
REMARICS
~
• ~~"~1
-
COPY TO seGNEo A51
aGRla Earin a EmnronmenIsl, ln~ [Re~. 7194]
~a t~& ERi~nmenfa! D141LY FIELD RERORT
FIELD REPORT h~p
PFZt7.1FCT ~ i PROJECT
pArE~-r PAGE
SUMMARY DF FIELD CQMPAGTlpN TEST RESULTS
' vnRianoM
FIELD FROM
C?I5TANCE -DF7T FIELD FIELD ORTIAAUM RASS
TE$7 ELEV BELOVY MATL OEMSITY MpiST GWP FA¢I$T QR
FEST Ha FAETHC30 LOGVhTIQM (FEE'7) GRAOE "fYPE [PCF] (461 {96} FAIL
~ ~,a ~ ► ~a ..n; 5~"u~ . o r~0.~~w We r r
1~ !Q ht. 4,1 5 '.u
. ■ •lG tq.;e i
Sal++..r^ 15►Rw le~..t~ 1Qp'~•o{- s..t~n ~'+1~~
i.ti 3 `►V ~ ~I.~3 ~
0;,i7•- {n we f aao~~,
3 ~~'A) . e-C ~ 't
c~ l w-c r~ e+ ►.t.~ 14 wr j 1~ 1 E• c~ 5 4~•MOn I~r vr r
~
D A ~ + P 43, 1 44
~ ll~r1 L C .5r 5 {~r
~ w~n cT~er Irtr,C J 1~fre•o~S~~1~xi. R1 ~ ~
tJ Jt..r S. af4f- 1q3.6'
s~*~~ ~o•Ar.-~,~~Aw- ,~,,M,
7'v3. n ~r ff. r.L'A~,~
6-A V$ els-~IArr.C j ,Sd7 +IJ•
rs~
~ Swi ~ Ia+~t ~ 7- o `A.I . nf 71Z.d'lonia 4^J_ t n
6. o,f ~ ►~~,1 V-4 ~
•vue; 30 s . 0~- d7 R, W3. ~6 I~~~ ~
I0 ~ a~~
PEEiCENT GOillr[PAC1'ION BASED C1N' SPFCIFIGATIC3N:
❑ STAfd[7AR0 PFIpCTaR J15TM D 898 0 sa% D sae 0 ssx om
❑ MOC]IFIEC] PHOCTOR ASTTA O 155Y f~ 90% 4, 557 ❑N% D 1567
~9 OTFiER ~VOTHER ~ ~ Ate
NSYkTERIAL REFEREHf:E ASATEHFAL MAF(IM@I&1 CdFiY OPTRrfUM
TYYE SAAlpLE ryC, 6ESCqIPi1pT! pENSfTY lu1D15T,
TE3T Mll1+BER h ~ ~rn resT ~ ~
crr - RETEsr
TEST METHOD
(D hntaEaFt (nsraa a 2922) ,
SC = SAND COwE (nsrM a 1556)
De = owr+E Gvt[n13E R (nsnM o 2e37)
AGRA E&E Fi@Id Rep (Initiais)7-m AGRA E&E Projact Manager (Inidal5Vl Cantractors Rep (IniLals) Continued ❑
►lGFSn £arth a Emr', , , 131, lrr- (Re+r.719e) ~
INLAIUD PACIFIC ENGINEERING, INC.
I3ecember 5, 1995
- IPE W.Q. #95617
K.C. Constr.riction
2025 W. Dakota Ave.
P.O. Box 1455
Hayden Lace, Idaho 83$35
Afitn: Mike IClicka
RE: RiivenwaIk 2nd Additioa TPE~ ~inal Inspectian
I7ear Mike:
As per your request, T have compieted a final in.spectivn fvx Riverwalk 2nd Addition.
Please note this is my checklalist, and in nv vyay daes this avtificatian rePease yvu from
campleting any items that may be required hy 5pakane Cvunty for final acceptance.
After you ~ave eompleted the items listed below, we can caU 5pokane County fcar afinal
acceptance inspectivn,
General (3hservatiaAs
'The sidewalk and gutter li.ne needs to be swept cteaa
* To prmtect the catch basins and drywells from szlt contamination, all catch basin
lvcated within pvnds need fiiter fahric installed between the frame and grate until the
sod as in5taBed, or the grass is established.
° * A~,1TT pands need tv be either seeded ❑r sodded with irri,gataan systems.
' T'fie temparary cutaff swale must be installed after the under,grvund utilities are
campleted.
PQad A
'Clea.n excess debris from the curb inlet
* Insta11 filter fabric
. * 5od ❑r seed and irrigaCe
*CPean out any excess debnis from the anlet
Pond g
* Clea.a exce5s debris from the curb inlet
* Imta filter fa6ric
* Sod rrr seed and irrigate
* C:lean out any excess debris from the inlet
~l~jl~+~►i~a~~
707 West 7th . 5uite 200
5pokarae, 411ashington 99204
509-458-6840
FAX: 509-458-6844
1
'
~ Inspeetivra checklist
12/b/95
Page 2
Pand C
* Cleaa excess debris from the all intets, iricluding streex inTets
* hista1l filter fabric
* Sod or seed aad irrigate
Fand E
' Clean excess dehris frarn curh inlet
* Tnstall filter fabric
* Sad and seed and irrigate
Pond F
* Adjust zn.let rim elevativn ta 6" above finished sad elevatian (rim elevation is
too lvw)
' Svd or seed and irrigate
' Tnstall ~'il ter fabric
T feel the installativn af the stonm drainage system, ccurbs, sid'ervallc, a.ad pavement are
adequate and in compLiance with W.S.D.O.T. Specifications. TThe materials restiag
- perf4rmed by AGRA Farth aad Eaviror.mental indic.ates the same. Please respond to
the items meationed ahave, If you bave any +questions please give tne a eall at vuz aff`ice.
' Siacerely,
Inland Pacific Lngineering, Iic.
r~~~ /4~
Bruce A. Hvward, E.T.T.
Praject Manager -
cc: Fde
Verne Jacabscan
5pokane Caurity Engineees [Jffice.
~riJEW
Bill Jnhns
El~fl+~4~
~
INLAND PACIFIC ENGINEERING, INC.
i DeCeIT1be1' 6, 1995
- lPE W.U. #95618
K.C. Construction
2025 W. Dakata Ave.
P.O. Box 1455
Hayden Lake, Idaho 83835
Attn; Mike Klicka
R.E: Rivenwalk 3rd Additzon IF'EC Final Inspectian
Dear Mike:
As per yaur request, I have cvmpleted afina1 inspection far Riverwalk 3rd AdditiQn,
Please nate this is my checklist, and in nv way dves this notrficatian release yau from
evmpleting any items that may be required by Spokane County fvr final acceptance.
After you have cornpleted the items listed belQw, we can call Spokane Counry fvr a final
acceptance inspectian.
Ceneral Observatians
'The sidewalk and gutter ]ine needs to be swept clean.
*Ta pratect the catch hasins and cirywells from silt contaminatian, all catcb basin
lvcated wi#.hin ptrnds need filter fabric installed between the frame and grate until the
sod is installed, nr the gras5 gs estaalished.
'All pQnds Aeed to be either seeded ar sodded with irrigativa systems.
*The xempvrary cutoff swale rnust be instafled after the undergrvund utilities are
completed.
*The curb and pavement wark needs to be completed on SaRman Ri❑er L,a~we.
Pond B1
* Clea.n exeess dehris from the eurb inlet
* A swale dam needs tv be completed an the north end caf the ponci tv pravide
0.5' of stvrage volume
' Sod or seed and irrigate
* Glean out any excess debris fronn the inlet
Pend B
* Llean excess debris fram the curb uilet
' fimtafl filter fabric
' Svd ar seed aad irrigate
* Clean aut any excess debris from the inlet
707 West 7th . Sui[e 700
Spokane, Washing[an 99204
509-458-6840
FA)t 504-4$8-6$44
~
' ~ .
Inspection checklist
/oS
Page 2
. Pond C1
" Clean excess debris from the curb inlet
' Sod or seed and irrigate
Pond C
" Clean excess debris from curb inlet
s Install filter fabric
s Sod and seed and irrigate
Pond A
s This pond needs to be completed after all other construction is completed in the
area of Salmoa River Lane
I feel the installation of the storm drainage system, curbs, sidewalk, and pavement are
adequate and in compliance with W.S.D.O.T. Specificadons. The materials testing
performed by AGRA Earth and Environmental indicates the same. Please respond to
the items mentioned above. If you have any questions please give me a call at our office.
Upon compledon of Salmon River Lane, I will complete this final inspection.
Sincerely,
. Inland Pacific Engineering, Inc.
Bruce A. Howard, E.I.T.
Project Manager
cc: File
Veme Jacobson
Spokane Coun Engineers Office
~
EI~s~IR~rla~a~s.~*
. ~
~
INLAND PACIFcC ENGINEERING, INC.
November 1, 1996 •
W.O. N0. 96106 & 95617 R!'; OF I If SD
Sgokane County Public VVvrks NQV 1 i996
W. 1026 Bcvadway ~
Spokane, W A 99260
SplDiUlIVE CAuii w Y EriGIKEEEt
Attn: Bi11Johns, F.E., Spokane Cvunry Engineer
Re: Riwerwalk 2nd Addition- Canstruction Certificativn P'ackage
Dear Bill:
Per your request please find the following information which is intended to be reviewed by the
County and used in the certiication process fvt Riverwalk 2nd Addition.
l. A three-ring bound set of inspectaon and testing reprarts fpr the work constructed.
Included within this binder are tlae f411owing sectivris which dacument the scope and
nature of the inspectivn work prvvided.
A. Correspvndence
B. Test Repores
C. T]aily Repartts
2. A set of mylars and tu+o paper capies for review and cvmment. Please note that these
mylars are new mylars and shauld replace or supplernent the rnylars that the County
currently has for this project.
It shauld be understood that this submittal provides certification for the inikially canstructed
and approaed c4nsfiructivn iterns assaciated with this project. This certification anly implies
' that the items shown were substantially built as designed, and vnly valid the day the as-built
surVey and visual certi~'tGativn were performed hy [his engineer. This cerkification makes no
guarantee that vther cvrstructiorn activities assaciated with overall plat build aut such as h❑rne
builders or neu+ hvme awners have nvt in fact disladged, destroyed, fiZled in ar in any manner
affected any af the items certified. It shvuld be nated that this 1etter does nvt relieVe the
cvntractor or develaper from the warranties implied vwithin gheir bonding dacuments. `
5hauld you have any questivns ar comments related directly tv ttie certification paclage
subrnitted please do not hesitate to ca11.
Su-ie rely,
Irlaid FacifiA ng}neering Co., Irac.
V. Todd R. Whipple, P.E.
TRW/tw
cc: Dean-Hausley, Mark Hancack
~'i1e
707 West 7th • Suite 200 2020 Lakewood Orive • 5uite 2a5
5pokane, WA 993U4 Cceur d'Rlene, rD $3814
549-458-5840 • FAx 509-458-6&44 208-365-7784 • FAX 208-759-7277
. ~
6J16J[!`11'l C!C'L.JTJ'yA'~~tJKJJ~"
Gd aJ~. a✓'...m
, ~ Date a°ges~
PQSf-it° F~ Nc7te as~i I ~ T~
rq
0-,v z-
~ l~Q MER SHe,~o~~~ j• CalDe~t`i~. ~ , _d6 Ph~B ~ ~
Phc~ne # 1 J r' I ~
~ $f6Z
~84~ COiIH't'Y ~ FirGl7~1~ ~ FTA~K # rl
TAXA~ ~]33rF'~E~S Faz '~12.,~ ~Fax~
F'HANE* {SM334-1ts ~
. 102C W. MQ(]AD'4YAY $POXaXA WA !A'Li dQ y~ LIYAM
PiIOSYE 0 CSM 466-3"
DA1TE: 23 Mav 97
T4: Tadd whippls, P.E. FdX ft 458-6844
COM.PANY: IPE V3
CS'T`Y15TATE:
T0: Mark Hsacock FAX M I06f064-66IO
CAN~iP'ANY: neaun Hawky +Ca~ 4
GTTYlSTATE:
NUMBER OF PAGEs (IlvCLUAING COvER sf=T):
FROM: -I,t Farrv. (R'laue Review, xIST}
SUBJECT: P1414 -Aivcrwalk iat
Major Itsmn of Work ltcm*i.nfing
ToddlMYrk:
Mark's tetscr af 22 May 97 indicieted 1hat a FtaaF Tntigectivn b= bcta srhedukd foa 28 Msy 97. ~'V'Vaa it
intcnded4'nrthc Cuuaty to aitead that abci? These at+e Me ffillor ttttua t$at I eaa t'hinlc of afi tbs top af asy bescd.
More 3tcm3 may W ttttned eip uus ffie crault ola F`i1aal Lapectioh 6y the Cmttaty. I znentivacd mvet of thac to S rrAa
Houaicr xhen he cai" me yestesday-
P14I4 - Rivetwalk Tst
(l '4kr,ortgk 8 for certain wil! rterd tc be Lvmp►,te,dpriQr ta acoepfiutct vfTncfaana)
1. Miitigation pssyment Tsr aut.af apec materiah (CGy paver britk ueed ta adluet CS riAn ai 11 +24 L'I): Necd
payttnent of S1950 fnnm Aevcloper's sldt of thc praject ia litra of rmoric
2. L"Cigation syatcffi Rec4t`d Tli'awi!lgd: Sti[1 aeed
3. Sidevaac tepair an Nnrih s;dc of Iad`esna: Replrciaboat a drran paaeks betwcca ehc eadius pcrint of ths Keyutone
vralf sund ttte aidewAtk ramg at the xcaterly side of Ratmony13adiana {damags by phone ca.} settling)
4. 5ldnvaik rcgmir na Sonth eide of lndiana: Abaut 2 ot 3 pattr.T.t tv rep[ace (cracked trr setllissg)
5. Eatubiis$ vegetatioa in disturbed at'em ai'twaks A, B. F
5. Ti7[ erost~gllttcr, cutb, returns. stud aidewa{k sit Tnd'malMCWdIan (faikd Mw Ieat, comvetr ie crackmg)
7.'Vcrif'y e1p, rina and ftour clevationa in srale F
& Bsing a iarnirr.t up to date, not just thoss over 30 ilay-i _
9. VerYfy ta"mr3c of Miseioa Arcuue itidewaTFc
~
~
r • p• /r n N f ! J Gb. 1c/M1.I`idi~
a y ' .
~
Rivenwailc 1Hajar work koaa - Indiwua Arcnus .
Page 2
Theac sre soms 1tcm[► t uo#ked wbrse Y drore thrvugh tht iitc Ww asoraing:
P1414A - Riverwallc2nd
i. Estahlish.netxtiat~ in wwal" mcciving runoff i:nrn ladiana
Z. Irrigatson srntem Rwurd I1rawiags: StiU need
3. Hemovc "eyebrm" dempomry tumaround at bx&xnaftaict River ~e This waa supposed to happrn whea
Iodiane was r.xcejaded - p9emc rcfer ta tht Deaiga Deviatian !or the Snake River enttryltempamry tusaarouad
4. Checklacpisee aidewalkleurb: nced to field checic
5. $sing ILU invoices up tn dats, notjust thnee rrver 30 days
]P14I4B - Rivetwslk 3rd
1, Cvoupkte work in swalee rm[ving runaff fram IndianR
2.'itrigaLlva ayete,te Aecard Daavings: StW ncsd
3. $rls►g a~ invoim up tu date, nat jttst those ovcr 30 dars
TO1°AL P.02
~
S-
S P(D K. A. Nr -F-
❑IVI5IOiV QF ENGfNEE12IiVG ARiD RQADS * A DdVIStC}N C]F TH& PS7SLIC WpRKS DEPr1R'FMENT
William A. f aFsns, P.E., Cas:atty Enguleer T]ennss M. Scott, P E, l7irector
October 11, 1995
Eri Deann
ivTark Hancock
Dean Housley Campany
l5724 KE. 116Ch Streez
Redmond, WA 98052 _
SUBTECT• P1414 - Riverwalk P.U.D. lst Additian
F1414A - Riverwalk P.U.D. 2nd Addition
P1414B - Riverwaik P.U.D. 3rd Addition •
Subnnaital af Constrcuction Docurnentation and Rer-ord Ilrawings
Genrlemen:
We have had seuera] discussivns with yau and your engineer (Inland Facific Engineering) over the past
6 rnrsnths regarding the expected submittal of the Record 17ravvings and Construction Documenr.anan fvr
these prvjects. As you wi11 recall, the Counry's originai gvsicion was thac the Plars af ?md and 'ird
Additions wauld not recei►re Frria1 Approvai until a11 the work for Indiana AVenue was cvmpleted by your
contractor, ceatifieri by your enganeer. and accepted by r.he Counry Engineer's Office. 'f I~` is resulted from
your fauiure to secure apermit for the wvrk in the nght of way for Zndiana Avenue praor to stamng
canstructian.
Iam conCerned that yau wiil be submiRin, these docuinenrs at a point an time when the wearher wiTl not
allow (a) a proper Final Inspection to take piace. andlor (b) corrective activn to be praperly made on
iiems a#' de#icient wark. [ need to se.e a submitEal of a1i Che construetian documentarion, to include
certified Record ❑rawmgs, no later than 12:00 noon. [Jctober 31, 1996, This submittal wzll need to
comgiy with the requirements of Section 9of the 5poicane County Standnrds for Road and Sewer
Cansmccaion, as weil as the guidance I have provicted to yaiar eagineer in my eariier discussions and
conespondence wir.il Ehem. If this does nat Qccur, I will be forceid to cake further acuons as are necessary
to ensure tttat this matenal is submitted in a timeiy fashaan; these actions may include rewocadon of
approach permits, restriction of !at building permirs, et al.,.
If you ha~e any ftu-ther questions car comments, please contact me at 456-3640. Thank yvu.
Sincerely
,
dWill
i ..~o E.
SpQkai~e County ngineer
cc. projc.ccc file
Spo4cme Counry PubGc'rVorks i7ireccar: ]Jennis 5cou. P.E.
5pokane Caunty Engineer's Office: Bill Hemmmgs. P.E„ Ed Parry. P.E.
spv~@~s~~u~sr'a QNGain&SomAftw-ova • {509} 456-16W FaX (509) 324-3478 'fE?D: (509) 329-3166
Rarry, Ed
From: Inland Pacific Engmeering[SMYP:ipe@iea com]
Sen#: Wednesciay, April 09, 1997 5:27 PM
Ta: Parry, Ed
Cc: Trwhip@AOL.com
5ubjeet: RiVER'VUALK -EPARRY LEl TER C?ATEa APRIL 3RD 1997 - REMAItVING Sd1BMETTALS
Attemton. Ed Parry
Ed:
Per your letter dated ppril 3rd, 1991 this is just a shact note to let you
know that Janelle af owr affice has just taday given me the Rivewalk 2nd
and 3Td record drawing infarmation t❑ review. I hape to have it reviewed
and t❑ you by late tarnnrrow ar eac6y Friday I knaw this is a week [ate
and I apologize.
Please note, that our e-mail at #his time is not persanalized and you can
sersd flr return e-maii but it must he to ipe @iea com and then in the body af
the Itter you cara put attention Todd.
Call with any questions
TRW
k-
~~r -.k~,~
• w'y r l,t' 1.~
. i.;.~ t.
f f
~ -
P898 1
~
7
~
IVLAND PACIFTC ENGINEERfNG COI.VViPANY
707 W. 71h Avenue, Suite 206 Spvkane, WA 99204 [509)45$-6$40 Faac: (509)45$-6844
,
T0: Sft6kc ~j.
L3ATE: ;2. A4-
I.P.E. PRO.TECT ~,96 Z7. ',7
AT'TENTIQN : -Dez" ~FyF'RCITECT NANIE:
Descriptian
E] Xerox Prints ~ Capy af Letter ~
= Original Urawing E::] Contra~t Documents 0
El Work Authvrizatian = Report Q
Nra. CoFie.r De5Cl'iplIQY7
Purpase
~Information ~Review & Comments C~ Per Yvur Request
Q WriCten Apprvval ~ Signature d5'c Returr~ ~
~emai'kS
~ f~.~► ~a . ~ . `~'}~-ca-~_
s..P.~"► .~.~~r , ~,~r ~.s..~ _ . ~e..►~.~ .~r~ ~ r~ K
A~~
A-'
~ ~45 f4+. LIA'k, A .
0 ~ p
~ ,r~~
2
Signed:
IE14GINEER .
CC:
p eTnNsMr FMs
• i ~
lNS~~i►T~~~ S-. EOAILY REPORT
INSPEC7aR: r~6mq ~&r6r"-4J PROJECT NQ.: 9'5-61
7
PROJECT:
CONTRACT(lR: NAN 9JTVsG6v WORK PERIOD: A.M. F.M.
WEA1°EIER A.M, : P.M.: ~ GwUP y. ~~ov
VISTTQRS:
MANPOWER AND EOUIPMENT
SL1FERi hlTEN[]EHT : VGeid,& F[1REMRN:
DPERATORS: LABaRERS: SURVEYORS: FLAGhfEiV:
O7HERS:
EQIJ IPMENT USED:
ACCOC1NT OF 1NORK AND DISCUSSIONS
TRAFFFC SIGNS AND BRRRICRDES CHECKED; A.M. P.M.
STREETS CLQSED:
TIME: WQRIC: Awv&) 6-iN<rr-e c- Z-r6 ,9r50.u55 PunrC~c~~~~ rr~►~ d(?-
VAeG
f~- G~~~,~ DI~-r~~ . Gtr~ 1lt~ r~~~ T~`E- ~.~~s p~~r a~r s~y ~ r~ I~:.~ ~~r •.~r~.~
Sr v~-z,v4r.-~c sIQ-r Tm~ N6 d 5w C~►~nl~:,~s r r°vr6es~,FXl o~ 5-,4e-Afm.1
Ic ue,2 4 ArOr Aw,4 A-v°6.I66e 5r~afio -~'~rA--r ►2i4~'~r6e --rH AAr
YW-r6M-ior d 9A-G,K rr&c. 26-N&4l--rk?- 'rP-C- ll€,n1d64W1n[r~3 (carrti nued on back)
A ~A-~
W • r~t ~r~~ C~ t~'+~~►`~TG~I ~l ~F ~1G.s OV~ t~~',n!' V~.i~tly,~~'~F~ C~r~1-f~~
9 ~k S~ CcT~t ~g-~ geO- . V G,4t,4( S E.!6w~5~ 0S ..4 GAladw
.-JTI-L-R4YYePR(]P-Eff~Y=;[3AMAGE e~
REVTEWED 8Y - PROJECT ENGINEER CONSTRUCTION ENGiNEER:
,
PAcE ~ aF 'aTE:
. ~ - ir,
~
- 12 - ~ -
~ 14
13 - ~
1r ~`y^
I ~ ~ s
I ~ 4 3
~ .
~ . ..,~LAr oc _ L - I - _ .
' ~ 2 3
` 14f'rr6w No7' Y6T 1r6-ri4GC60
e6`nl o 'f3"f--A N6-r -rD r--ilvAc
IF- J~ pr~y~ r~ ~ A re
f
~ .75r
~
i .x - 1iML i~r -
-Z, 71:~7 ~
ls ~ d;I
-rr]
~ ~
~ INSPECTOR'S DAILY REPORT
THSPEC70R. J-evz-`~ PR03ECT NO. : ~55.0/7
PROJECT : .,~c Ur~~w~.6c r~ ~f Opr ~ ~1
C4hTRACTi]R: (aws-r4ce--re~J WdRK PERIaO: A.M. P.M.
WEA7HEFt A,M.: ~.G~~-~Lx Sas P.M.:
VI5TT4R5: -
MANPOWER AND EQUIPMENT
SLIPERINTEHDENT: JIM FOREMAPl:
DPERATORS: LABDRERS: Sl1RVEYORS: FLAGMEiV: '
OTHER5 :
EQt1IPMENT US£D:
AC{COUNT OF WC]RK AND DISCUSS1ON5
TRAFFIC SIGhlS ANa BARRICADES CHECKED: A.M. P.M.
5TREETS CLO5ED:
TI ME : waRK: 4"~ g-tow ca6w r)4-v~ m6?r -r 0,A-c.EE5~0 vE~~F~.r~~~r
O'nl -.S'O-r.Mrhr tZ,r w6;Z- 6,4n1.C- lnrd;ANA r4-ve- {eilfck!f,!5~e-a c.IV
• aC ~"r ~.~~r~ C~~ f
. (continued an back)
-
TESTS:
WORK DELAYS:
AS BIJ I LT NOTES .
~JTIZENS CONCERNS: .
UTILIl1'Y/PROPERTY DAMAGE: 545 JCI-"W
REYTEWff3 BY - PRdJECT EHGINEfR CONSTRf1CTI0H ENGINEER:
PAGE I 0F 3 QATE: 4°/ S~ ]
~
a` ~ 7
7 3 2 6 - a 12 _ 13 14 ~ -
. ~ ~ 5 6
- 3
~
4-1 < 5 4 3 2
~co, TIAr
+
4 r - - ~
2 3
~y 3 ~ 2
Q
ty$~~r~ 3 Jt A I .
~<t~~~
~
i ~~h+~C
r ~ 4: ir rs1 1 2 ~ y r i ~4. U~~LOkfrv--p .Q....
y,V 0 ~p `L,g~a tw~p P,cc",~`' w, ~,LYO p
0
r
0e 2 ~P ~rt' ~
c'Sp ctl-lc~,r--rr--
Jall~~UhL~,~YI+CnL Tf~rS f~cTad-rJ fEyC.;5P7 RZrPs~
~
bal~ Q u~~ ~ ~ ,
6 ~~~x
o n 2 . ~
XpQf "dv
TN FM M ~~Q ~ / ~ ~ 4 ~ ✓ J t i : 6 ~ . ~,,7~O ,Itif}r ~'~s~~J d~!
~FM.L EL~ 20~ 11 . ~ ~ ~r ~ Zd!
r f ~d~v~'' ~ =aax~a1
/ _ ~ r s' ~ c an~)
INSPECTOR'S ' DAILY REPORT
INSPECTOR: /►~_4,/~ . PRO.] ECl IVa . :
PR[}J ECT:
GONTRACTOR: WOR1C PERT[]B: A.M.~ P.M.
WEATHFR A.hi.: P.Pt,:
~VISITQRS: f
B
~
MANPC3WER AND EOUIPMENT
SIlPERI[VTEHDENT: FOREMAN: ~
OPE{dATORS: ~r LABflRERS: ~ SURYEYORS: FtRGMdN:
'
OTHER5; ~
EQUIPM€NT USED:
~
~
E
~
AcCOuNY OF wORK ANo viSCuSsIONS
f
TRAFFIC SIGNS RHD BARRICRaES CHECKED. 'A.M. P.M.1
SSREETS CLOSEa;
7I ME : WD RK : e~), A., .r, b
/),gP .YJA^1"rJr~
6 - /Ifvz
I✓%J~' /_,4,/ Ar4al
-
14 7- ,s~~ ~~►-s ~.~r~~f~~~~ ~~~~r~.~ '1~ ~ ~ ~ ~ s.we 4,ref°?
~r~%J~~--? .~rr~~s,.~e~►~ 7~r- .~1'f' .ir~t~c~/rf~ ~ Gl c~ ,~~-r~,rr -~r-r~-rrc~
wl_l~hlenf rrwe-71,4e ,>ae ~~~te.~e eziwl(~ 4cvntiinued nn hack)
.
TESTS: !
WORK DELAYS: ~
AS 6[1I LT iVQTE5 : ~
CITI2EN5 CONCERNS: . i
~
l1TILILTY]PRflPERTY QAN[AGE: ~
■
REVIEWED 8Y -PROJECT ENGINEER CONSTRUCTION ENGIH£ER: ~
. ~
PAG£ OF DATE
~~r~
INSPECTOR'S DAILY REPORT
[NSPECTOR: PROJEC7 NQ.
• PRQ►] ECT :
CQNTRRCTOR. WDRk PERIOD: A.M. P.M.
WEATHER A.M.: P.M.
VTSITORS:'-
MA►NPC]WER A1VD EQUIPMENT
SURERINTENQENT: FQREMAN:
OPERATaRS: ~ LRBOR£R5: e/ SURVEYORS: FLAGMEN:
OTHERS:
EQU I PMENT U5 ED:
> >
ACCOUNT OF WQRK A►ND aISCUSSIC]NS
TRAFFIC SIGNS AND 6ARRICADES CHECkEa: A.M. P.M.
STREETS CL4SED:
7IME: WORK: ~~a~ ~:•-,f~ ~'~e ~~~n.' ~c ~fa~ - i`o ._-~~~~-~f- r~.~ ~ ;r~,~.cr
~ ,,r± a I
(eantinued nn back)
TESTS:
WDRl4 DELAYS:
AS BUILT idOTES:
CITI2EPIS CDNCERNS: f1TILiLTY/PRaPFRTY DAMAGE:
i
REV I EWEa BY - PRaJ ECT ENGT NEER COHSTRUCT ION ENG I NE£R:
PAGE OF DATE:
- /~/Cr!
~
Ito RECEIVED
INLAND PACIFIC ENGINEERING COMPAM1 1 1997
707 W. 7th Avenue, Suite 200 Spokane, WA 99204 (509)458-6840 Fax: (509ON46U#JNN ENGINEER
TO: Spokane County Engineers
1026 West Broadway Avenue DATE: Ju1v 11, 1997
Spokane, WA 99260
I.P.E. PROJECT 95617
ATTENTION: Ed Parry PROJECT NAME: Riverwalk 2nd Additiot
Description
0 Xerox Prints ~ Copy of Letter 0
~ Original Drawing ~ Contract Documents ~
0 Work Authorization Fx-l Report ~
No. Copies Description
1 Dailv Insnection Revort #1 coverinR the period 7-9-97.
PUIpOSe
FX--) Information ~ Review & Comments 0 Per Your Request
= Written Approval 0 Signature & Return ~
Remarks
~
Signed: ~I'
V~rne Jacobser
D \TRNSMT PMS
~ iuLAND
PACIFIC DAILY FIELD RE'PORT
ENGINEERING
Date 1nspectves Daily Repvrt No.: of
~-9-4~ ~
ArrCval Time lPE Project No.: ,
C~ 3ca ~ l-7
We--alh9P T-2lg2 ho. ~ Of k
Cllent La al Reprec~ ~i8~vel S phone n m~ f ^ ( (
Genetal Cantrractar _ ~ e-Representaone nilm er
Subcontractor IPE Pro' ct Managerl phnne number
IF'E Field Representative '
Manpower & Equipratent Used
`Mr Mr= ,;Lr-=
Commerr#s: -
(iHlarkConpleted►4pparently --,Zc&.L _ _ ;
perSpeciflcatInns Prnblerrss
and thslr $a2utlnrss) p- oJ F~ A- "_D -=7,fl-C Jr1lj7w ~ ~t~~- LA~~.~
L.1 e~~~ ~ ~ -~I..i i LT" ~C~ ►_I. 'L7 ! ~1 f7r,~. ~l,~' ~ ~'~,N4 ,
~~~~i- ~•5 F'--C-~ /-r ~E~CJ~G ~ r7►~T'~"~t ~ t L ~ C"'~ ~ ~ ~r~L7 ~~-S'~ ~G'7~ l ►3~1 ~
M1J. U rrLF~- . ~
VUr~ J
~ LA)
IPE FIEL,D REPRES€NTATIVE CDNTRACTOR'S REPRESENTATFVE
This dacurnent and referenced sddenda are to be cvnsidered preliminary until reveiwed and signed by #he [P€
construction engineer andlnr E project manager.
1" Date Ra€e
1P'E ~VSTOCT1 N EIVGIHEER tPE PRQJE€:T IVIAN'AGER
Correspanding Deficiency Repnrt Hn:
~ INLAN❑ -
PACI~IC DAiLY'FIELi3 REF'ORI
. E1VGtiNEERENG
flate Inspeator's Da1Cy Report Na: at
~ -q ~
p►rrtvai rirne IPE Pnojeot No.:
C) -3 c:, 1 -7
Weather ' ~age ~+o. L aY k
L~.c»
CIlent Lo I Representativel phione n mbec
General Cnr~tractor " 91 e F~epresen a~f v~on~ n4tm er
Subcantractor IPE Pro ct Managerl phone nurnber
IP'E Fie1d Representative '
Li~~
Manpawer & Equipment Used
-1= s S L"
Comments:
(INork Campieted Apparently
perSpecificatlans Pnob1ems
and lheir Salutlans) rJ F f~Q~ Ea--r.{ F~ ~+_f C7 ~~~~►n n,..E V~ 1.~ d t~
Bn ==M
..~c~~'~ ~`-P~Et3~err►~f~~.-~ l~~~ .t[~ "Tff-e
~.ca X), 0 ~ -~_.r-~ ~r. ,;~w---r~ ~ . o ~ I I~e . ~ r►± ~ . ~
IPE FIELD R~PRESENTATIVE CONTRAGTdR'S REPRESENYATIVE
This document and referenced addenda are ta be consldered pre9€minary until revei►►ved and signed by the rPE
aonstruction ervgineer and7NENGINEER E,~roject manager.
- ~ Date ~]ate
IPF ~AlST~lCTI IP'E PRqJECT INpNACEfi
Corcespondirsg Qefciency Repvrt No:
~
r-
~ INL181ND
PACIFIC pAILY FIELD REPORY
~ ENGINEERING ~~~c-~r~►4~,~
pate inspector'S Daily Report No.: 0(
Arrival Time 1PE Project No.: 1 -7
►a~
Wea€her rage Na, ~ ar k
Cllent Lo l Represen#ative! phone n m'b~r
Generai Contractor _ e- epresen ve pnvne nihm er _
n r
Subcontractrsr IPE P~ct Manager/
IPE Field Representative '
Li e, --,.i.
IVtanpower & Equipment L]sed
-ki
Cammsn'ts: -
(workCampleted Apparently , . . -~-r~r~rYa ~!?.,w+-►,~~'~ 7,.1. ~ c~,.! ~ ~ i
per 5p$ctffcatlans Problerns
and thelr So1u#ions) A-~P._1
~.~t.Jare~ L7r~- F~-7~. A-r- C~' G'o►s~~~~~-ior.~ . `t` #t-G vz:?-} b
a
~C~~] f~ i'C7P_aF'r~+r ~ VC,L c.]..~yJ~• ~I C '~3~ Li +
A.Lk U.J .
I~'E FIELD RE~SENT►4TiVE CQNTRACTAR'S REPRESENTATIVE
This dvcument and referenced addenda are ta be cnnsidered preliminar-y untif reveiwed and signed by the 4PE
canstructian engineer and7NENGINEER E prc►ject rnanager.
E7ate~ ~late
C ~
IPE f~lST~JCTI IPE E'RC]JECT INANAGEft
- '
Corresponding Deficiency Report No:
INLAND PACIFIC ENGINEERING, INC.
~~14K
April 16,1997
W.0.95617 Ed Parry, P.E.
Spokane County Engineers
1026 W. Broadway Ave.
Spokane, WA 99260-0170
RE: P1414 Riverwalk P.U.D. 2nd Addition
Record Drawing Submittal No. 2
Deaz Ed,
At this time we aze submitting the record drawing information for the public and private streets
of Riverwalk 2nd. Except for the sodding and irrigation of some ponds, we believe that all
public facilities in Riverwalk 2nd will be ready to be accepted by Spokane County. A detail is
being sent to the contractor to ensure that, with sodding, the ponds will provide the proper depth
and volume for `208' treatment.
We had previously sent you a record drawing submittal of Riverwalk 2nd, on February 18, 1997,
you responded with a letter containing your review comments on the 1 st submittal. At this time,
we are proposing that the County hold the record drawings done to date and as items noted on the
attached letter become complete we will check them out and modify them. We feel that this will
be the easiest way for the County to have control of the mylazs and be informed as to the status
of the construction items.
Below, we have attempted to address your comments in the same order you commented. Your
comments are noted in italics with the response in bold.
General
1. Has the Fire District approved the revisions for the Snake River Lane configuration?
The revision has been approved, and copy of the approval letter is attached.'GGU(~~rfjl,c~ all
fZlue 18 O-9''
2. Have all punchlist items identified by the Construction Engineer been completed? G--v~ S11PA*+
The majority of punchlist items have been completed. A new punchlist is being prepared to a/ti-
address any items that still require attention. A copy of the updated punchlist is attached.
3. The test report package should be accompanied by a P.E. stamp on the cover letter.
. Noted. p&M
4. All revisions need to be tied to the revision block
Noted.
707 West 7th • Surte 200 2020 Lakewood Dnve • Suite 205
Spokane, WA 99204 Coeur d'Alene, ID 83814
509-458-6840 • FAX 509-458-6844 208-765-7784 • FAX 208-769-7277
-
R9vet"W81k 2 °d ReCoCd Ol'aW1Tlg$
AFFrIl 16, 1997
Page 2
Slieet 2R : Indian Avenue
Grates at 15+23 R TILT (Indiana Ave) • Need to addres.s haw the revisetl elevatirn of the grates
affects: a} the TIC edevatian, b) the reveal, c,i the performarace of the grate,s, which was based on
a 2 "sump.
Tfiese items are net affected as the grates are lacated in the low poiut, ar sumps, of the
street. iPerr IPEC design standards, we 4nly require a grate sump when the grate is lacated
om continuaus grade. Although we would have preferred the sump , absence of it will not
affect the flow eharaeteristics of the inlet ar structure.
2. tVeed to clcrrify !he heavy dark line across the eyebrow crt the intersectian of1he Snake River
LanellndFana Ave. Has detail2l2 beera canslructed?
The heavy dark line is a dxaf#ing errar, and has been removed. The detail has hat yet bcen
constructed, and will not be until Indiana is extended wi#h the construction of Riverwalk
6" Additian.
3 SE qucrdrant af Satrraon river L,anellndfanu Ave. The T'!C eFevcr~ion nated at the midtlde of the
curb return rndiccrtes that a"$irdbcrth" conditron wilZ result. Hpw does the gutter flow actuaIly
perfcrrm? WaII theflnw run to north and east as intended?
There is a small "birdbath" cornditidn here, approximately 3' in length. I-iawever, the hird
bath does nofi hinaer the water fram tlawing around the curb return as intended. Once the
sma11 amount of punding vccurs to fill the "birdbath" the gutter carries the runflff as
deaigned.
Sheet 3R: Was the islcrnd at Snake Raver Lane aclualiy deleted fram rhe prvject scope?
Yes, thia island was deleted from the plan set.
Sl:eet 4R: The cutoffswade rn the sautlz srde af the plcrt needs to be canstructed or ccrlcs
showing laow draanage facilatie.s are adequalely sized need to be suTimitted, prior to Ftnal
Inspection by the Caunty.
Th1s cutoff swale was a temparary measure ta cutaff affsite runoff that would flow through
Riverwall'~ 2" until7" Additions could he deVeloped, Because Riaerwalk 7" is under
canstruction, upstream flows have been yntercepted therehy alleviating the need for the
temnoracv crutaff swale.
S1teet 5R:
1. Irrigatiora systems need ta be installed, and vegelatfan needs 1o be estabdishedprior to Firral
Inspection lay the Cvunty
Pond A is the anly pond currently vegetated, all ather pands in Riverrwalk 2°d 5ti11 rcqu11'e
vegetatlon and irrigatian.
~ Ttiverwa9k 251 Reccsrd Drawings
April 16, 1997
Page 3
2. Pond A. The edevatians noded indicate that thefiraished depth (rim to floar) of the pond wrdl be
apgroximatedy 0. 6'. ln arder to meel the requirements af the CoylXv Guidehraes for Stormwater
Manavement, either the elevalions wrll need to be revrsed, ar a tapsori mix meeting the arganic
earb+an canlent reguirements wall need to be pravfded
This i#em is inclruded in the updated punchlist, a copy is aftached, we are anticipating
organic carbon testing will be perfarmed.
3 Pond B: Need to address how flow gets fi Qm the catch basin !o the drywell, and how velacFty+
requircments are met, wlren the pipc slape equals 0 0/
Caleulations showing that this pipe' although tlsta is sufficient to convey the required 2A0
cfs af flow are attached.
4 Pond C.• The elevatzorr.s noted indicate lhat thefinished depth (ritn toflow) of the pand will he
less tha,n 0.5'. In order to mect the requirement.s of the Countv Guidelines for Stnrmyvater
14ianavement, either the elevatian,s wird rzeed to $e revzsed, vr ccrlculaltans showing adequate
volume for water quatity+ treatment need 1o be submitted
A general detail pIan shawing how this pand should be cvnstructed is heing included with
khe updated punchlist.
S Pond E. The elevations nated indicate that lhe f nished depth ('rim to fIa►v) of the pand will be
Iess dhrxn 0.5'. In arder to meet the requrrements of the Cauntar Guidelines for .Stormwater
Manggememt, eather the elevatiorzs uwtll need to be Yevised or ctxdculataons showing adequale
vcadume for water qualit}+ rreatment need to be submitted
A general detail plan showing haw this pond should be constructed is being incPudedi with
the updated punchiist.
Ftiverw+alk 2"1 Record Drawings
April 16, 1997
Page 4
A constnaetinn deficiency letter to the spansar far wark that needs to be perfonned on Ttiverwalk
2ra5 so that final inspeCfiQn can occur, is attached. In general, the rcratiway canstruction for this
project, is essentially complete. At this point, drainage items are the primary cancem requiring
WQIIC fDl' c'iCCepte'7.nCe. Wlth t715 beYI7g tYle CaSe, wve feel that thc bnnd far RiVerwalk 21 should be
reduced to 1[]% ta handle these issues. If yau haVe any questions, please give me a call.
Sincerely=
InlanA Facific ngi rin~ Inc. ~
~ ' .
Todd R. WhippleI e,6 •
TRWitrwlj dp
Enc - recard drawing mylars, two sets af prints, supporting sDil testing infarmatiQn, misc.
calculativns
cc: iVIark Hancvck, T)ean HousPey Company
file
Seginning Calculataon CyG1e
Di.scharge: 2.00 cfs at node 2-1
Discharge: 2.00 cfs at node 7utlet
Beginnxng iteration 7.
Discharge: 2 00 efs at nQde 2-1
I]ischarge: 200 cfe at node Outlet
Discharge Convergence P,chieved in 1 iterations: relative error: 0 0
Warning. Desagn ccsnstrairats not met
Warning: R1o Duration daLa exists in II3F Table
Informataon C7utlet Advarse or horizontak vutlet pipe slope(s), Gritieal depth assumed
Infoa~a`nation Dutlet Krirswn flow prflpagated from upstream junetions.
Warning: F-1 Zerv or adverse sl❑pe
ViolatiQn: P-1 dves not meet minimum coVer constraint at dnrymstream end.
Calculatians Complete __e-------------------
Anal}+sis Options
Friction methad: Manning's Formula
HGL Cranvergence Test: C} 001040
fi7aximum NeGwork Traversals. 5
Number ❑f F1vw Profile Steps: 5
Discharge Canvergence Test: O.OnxDOfJ
Maximum Desa.gn Passea: 3
Netwark Quick View ------------__ev___°°_--
I Hydraulic Grade ~
Label ~ Length ~ 5i.ze I Discharge I Llpstream I l?awnstream ~
P-1 22 00 12 Anch 2.00 2,019 30 2,618.90
I - - - - Elevations - ~
Labe1 ~ Discharge IGraund ~ Upstream HGL I Downstream HGL ~
1-1 2.00 2,021.09 2,019 36 2,019.30
Outlet 2.00 2.018 Oa 2,018 50 2,01$.90
Elapsed mxnute(s) Z second{s}
~z l.
«3D
PrQjec4 7itle. Riverwalk 2nd AdditiQn Project Englnear. Inkand Paciflc Engmeenng
p lhaestadlstmcW617 stm Inland Paclfle Englneering Go. StormCAC1 v1 p
041011E77 63,39 48 PM 0 Haestad Methods, Inc 37 Brookside Rvad Wefert3ury, C7 06708 L,15A (203) 755-1668 Page 7 af 1
Pressure Fipe Analysis & Design
Circular Pipe
Worksheet Name: RW2ND PQND B
Comment: FLAT PIPE
So1ve Far Dzscharge
Given Znput Data:
Elevatian @ 1..... 2018.30 ft ~
Pressure @ 1...... 0.13 psi =
EZevation @ 2..... 2018.30 ft
Pressure @ 2...... 0.00 psi
niameter.......... 12.00 in
Length............ 22.00 ft
Hazen-wiiliams c.. 110.00
Camputed Resulta:
Dzscharge......... 2098.21 gpm Z c:5
Velocity.......... 5.95 fps
Headloss.......... 0.30 ft
Energy Grade @ 1.. 2019.15 ft
Energy Grade 9 2.. 2018.85 ft
Frsction Sloge 13.532 tt/I000 ft
Open Channel Flow Module. Versian 3.41 (c) 1991
Haestad Methads, Inc. * 37 Srookside Rd * Waterbury, Ct 06708
~
INLAND PACIFIc ENGINEERING, INC.
April 14, 1397
T.P.E. W.O. #95617
Dem-Deily Campany
16720 N.E. 116th Street
Redmvnd, Washbngton 98052
A`L`TN: Mr. MarPc Hancack, Praject Manager
SUBTECT: Construct'ron Dericiency I1ist
Rivenvalk 2nd Addition
Spokane Gounty, Washington
T3ear iMark:
This Yetter transmats a list vf construction items for trhe ahove referenced residential development
that are currently in n❑n-confvrmance with appraved praject plans and specifcations alad
applicable 5po&ane Caunty Scandards far Road and Sewer Canstructson. These items rnust be
corrected prior to finaPizativn vf projecfi recvrd drawings, and prior to calling fvx fnal irspcctian
and aceeptance vf the cmnstructivn by the Caunty Engineer's offce as well as any band
xeductivns. This letter is based vn items observed during a site visit an 4 April 1997, and is
limited to areas vf tlie impravernerats whvse adequacy could be visuaLiy determined at the time o£
our visit. This letter is an addendurn ta our 12 April-96, 7 May 96, and 16 May 96 ietters
regarding deiciencies in Riverwalk 2nd Addition constructiast. The re-inspections required tn
verify tae constnictiora items I'zsted be1Qw are special service. Please autharize by signing at the
bottom vfthis letter and fax back to Bruce Howard for approval.
DRAINAGE PONDS
POND A
Requires adjustrnei3t of the inlet grate fram 0.76' abvve pand hctttom to 0.5' above pvnd bottom
or aCatian ]Exchange Capacity and Organic Carbort Content test conducted The CECIOCC test
cost appr'vximately $20.00 plus sample cvliectian and shipping
POND B.C_E.F3
T'hese remainEng pands require sad mr hydroseeding and an approveti irfigation system with
suhmitted as-buiit plans as speciied in the plan set. The ponds need ta be landscaped such that,
vvhen f nished, the grate, within the pond, is 0.5' above pond bottom and the flat bottom
dFmensrans match the approved pflan set. PLease see the attached pond detail.
.
707 West 7th • Suite 200 2020 lakewcod Qrive • 5uite 205 •
5pokane. WA 99204 Coeur d'Alene, ID 83814
509-458-6840 • FAx 509-458-6844 208-765-7784 • FA➢t 208-769-7277
~ • 7
~
INLi~ND PACIFIC ENGINEERIIVG, INC.
Constructivrn Deficiency List - Raverwalk 2nd
Apri114, 1997
Page Z
1'VIISCELUANEOUS TTEM5
Street and stap sign instaliatxon is required per constcuctian n4te #8, sheet 3 of 5.
This list of abserved deficiencies in project consfruction is intended to serve as input to help you
achieVe praject acceptance by Spakane Caranty. The absence af canstructed items fram this list
in no way implies that any unlisted item(s) have been appraved or are approvable under current
County Standards. By eopy of this letter, we are nvtif'ying Che County Engi.neer's staff that we
have requested cvmpliance an the abvve issues. Please cotttact us whett xhe abvVe deficrencies
haue been Gorrected, sa that we carg praceed with the pro,ject certification and accepfiarice by
Spvkane County in a timely maraner. If yvu have any questiflns p1ease contact either $ruce
Howard or Jerry PetersQn. '
Respectfully 5ubmitted,
INLAND PACIFIC ENG1NEER.dNG
~
~
rohn McKervey E.1 T.
cc: Ed Parry, Plan Reuiew Engineer, SpQkane County Public Wcrrks
. r WcuMeNrsX9561 nvuracrn.er wro
707 WesY 7ih • Suite 200 2020 Lakewod C3nue • 5uite 205
Spohane. WA 99244 Caeurd"Alene, ID 83814
549-458-6844 • FA7( 509-458-6844 208-765-7784 - FAx 208-369-7273
~
r
NaTE: ORGANiC CAFiB€JN TESTII+tG 3S REQUIRED FOR THE TOPSi]IL
IF 1'HE EDGE OF ASPHALT 15 GfiEATER THAN 0.5' AQQ11E SOD. ,
TDP L]F BERM ELEV.=
TOP OF CURB ELkV.
+.2D F"f`. 1.T S[3a C3N T{}PSQdL, SQQ
IIVSTALLED C(3NCl1FtRENT W6TW EpGE OF
3 MA)C. OGCL7PAIrICY C]F AUJACEAIT HOUSE , A5PHALT
GRATE ELEVATIdN -4' MIN. 3:1 (TYP)
QRAIhIAGE
STRUGTUR
tNOT~ 1" Nf3~V. TOPS~JIL (7N
GRADED POiVD BE7TTOM
PRC)ViQE FILTER FA6RIC (ANiL3CD 4545 OR EQUAL) BEfWEEN 4;R4DE[3 P[]ND BOTTflM
THE RIATIVE SOIL A'ND TNE WASHED I]RAIN ROCK AND 8EfWEEN 1.11'-1,41' BELDW
THE 1NASHEa DRA3N ROCK AND THE DRYWELL BARREL. EDGE OF ASPHALT
SECTI ONAL V1 EW
1`YPICAL 9`208'POND WITH pRAINAGE STRUCTURE ~
NOT TD SCALE
~ I~ ho-Em EPACIMC
NGIA1MPM
~aa w..c ~v, • s~. zoo ~e-~aa
~oa~.. ra ~ FJ~a L~? +at~-ea~►r
~
7
. - ~
INLANI] PACTFIC ENGTNEERTNG +COMPANY
707 W 7di Avenue, Suite 260 Spokane, WA 99204 {509}458-5840 Fax• (509)458-6844
TO: ~ 0 kcu~
' AATE: S-! r i ] -7
I.F.E. PRO7EC'f
ATT'ENTTON: PTt.OJECT NANIE:
~
DesCr1pt1[]n
0 Xerox PrinCs Copy of Letter EJ .
Q Qriginal Drawkng Contaact Dacuxnent5 ~
= Work Authoriz.atiDn ~Repart ~
No. Copdes Description
~ ~'L-~Vc...~ ~,,~r► -~..c.Jl..~_ ~.~1' • ~a~l
~
PurpoSe
=1 Tnformation ~ Review & Cvmmenes ~ Per Yvur Request
El Written Appradal ~ 5ignature & Return ~
ReII]~rkS
-,-0 T--~ Ld:":~-
n o fnq7
~
~ ' . `sroKANF CO{1iqTY ENGiNEER
5igned:
CC: ~ i ~e -
@ 1TRN$PSf PMS
P1sA : 13t3 a ~
CC: Ust tnitials
INLAND PACIFIC ENGINEERING, INC.
4~
~
' L
A.pril 24a 1977
W.O. 95617
Spokane VaIley Fire Departanent
Spokane County Fire Distd-ict No. 1
10319 E. Sprague Ave.
5pcakane, WA 99206-3676
Attn: PauI Chase
, Re: Rivenwalk 211 Additian,
Snake Itever Lane
Dear FauZ, .
Last week we submitfed our rec[ard drawings fQr Riverwalk 2' tv Spokane Caunty for
acceptance. A general cvrnnzent of Spokane County was tivhether nr nvt the revisions fox the
Snake River Lane configuration has been appraved by the Fite District. These revisivns
consisted of the removal af the island on Snake River Lane, which resulted in there being an -extra 6' of gaved width than originally designed and approved.
I arrt enclasing copies of'the revased Sna.ke River I.ane copied frvan ow' record drawing set. If the
l
rernvval of this island meets the Fire I]istrict's approval, please initial belaw and fax a capy of
this letter back to IPE for aur files, aad we can send Spokane Cou,nty a copy. Flease ca11 me at
458-6840 if yau have any questiQns. Thank Yau.
Sincerely,
f `f@~
J~~
• Janeile Poe, E.I.T.
JDPIjdp
Ene.
- cc: Fifle I acceptfap roVe the design change noted.
4FDisCtrict No. 1
707 West 7th • 5urte 200 2020 Lakewood Dnye • 5vita 245
5pokane,l+WA 99204 Coeur d'Alene, IdJ 83814
504-458-6840 • FA74 509-458-6844 208-765-7784 • FA?C 248-769-7277
~
7
IN'L►4ND I ACIFI+G ENGINEERING, INC. Nray 7,1997
W.O. No. 97049
Pat xarpeF
Spvkaiae Cvunty Flaiuung
W. 1025 Broaldway
5pokane, WA 39260
RE: Scape 4f Traffic Threshald atudy far Rocky 'Cap
Dear pat:
Per a sc4ping canversativn with you on April 22, 1997 aaid the #rip distribution letter sent tv yvu,
it is my taniderstanding that a traffic threshvTd study will be necessary for the Rocky T'ap
residential subdivisivn. It is my wzdegstanding based an these conversations that the sc[ape of
this traffic study wauld include both AM and PM peak hour anaiyses at the folivwang
intersections:
• 32nd & Sullivan • Saltese & Sullivan
• 24th & Sullrv,an ■ 16th & Su1livan
'I hhe Marr►ingsids, Celtic Addition, Saltese Meadows, Chapman iVieadeaws and Remington Hi1I
residential developments were scoped for inclusian as background projects, and a 3% grovvth rate
(evrripaunded per year) Nvill also be used ta extrapalate tae growth in traffic volumes as expected
in the future. Tt is anticipated that this developtnent will taTce about three years to eornplete and
no intermediate phasing is expected, therefare, only a build aut analysis wi11 be performed.
Tf fhis scape is not correct, please let me lnow. -
Sincerely,
~
Ann L. Winkler, P.E.
AI.,Wljem
cc: .Tvhn FedersQn, Gau.nty Engineers
Bvb Church= Timbezlane' It1C.
Michael C. Phillips, Simpson Engineers
707 we5t nn . svite 200 zaxa Lakewood Drive • suire zas
Spokane, WA 99204 Coeur d'tlEene, ID 83814
509-458-6840 + FA7t 504-458-6844 208-765-7784 • FAx 208-759-7277
~
iPJL SET PAGEPROTECT=OFF @PaL SET DENSITY=3 @PJL SET II4AGEADAPT=AUfiO @PJL SET RET=M
.a " •
a
~
I
~
~ Operation and Main#ena~~e Manuals for:
Riverwa: k I'~
At:>r->1T10"
~ w
I „ 0
~ 'r7 ~
, Lf~
Satrsfying the lrrigatiara Indusfry Srn ce 1976
NQrth 7790 Markec St.
I ~ Spokane, !W'.4 99207
(509) 467-6601
Fr4X (509) 467-9397
~ CQntraCtDr:
' JAIftistic -andscape :nc.
~ -
~
~i
~
I I =1.:} `-~...~v_~-..p-._.a4-.-.-_•-.--..,.«....,....-~.~ .,.~.....c~: 3. _i'r'~.... ~_.,.s.~*~»e'ai.4_..,_~.,.~.a«-~.. ~ _~~---.c-.~.-.. ~a.~.,_ .
i
~
TABLE OF CONTENTS:
Item: Operation and Maintenance Manuals
, Project: Riverwalk
Contractor: Artistic Landscape
~
ITEM: TYPE: MODEL #
1. Backflow: Watts 007m series 2"
_ 2. Controller: Rain Bird Rc1260c
3. Quick Coupler: Rain Bird model 33rc
~ 4. Control valves: Rain Bird DV series
Hardie Century Series
~ 5. Valve Boxes: Carson Models 1419124, 1220124, 910104
6. Stop Valve: Ford Brw11-333w Series
7. Spray heads: Rain Bird 1800 Series
_ Toro 570 Series
- 8. Rotors: Hunter Pgm series
PGP series
Toro 640 series
, 9. Pipe: PW Class 200
10.Fittings Lasco Schedule 40
; Schedule 80 Nipples
11.Wire Paige 14 Guage Single Strand
- Connectors Spears Model DS 400
12.Stop Valve Ford Brwll-333w Series
Thank you for choosing Artistic Landscape, Inc.
Prepared by Evergreen Pacific Supply, Inc.
, ou"rem m 4
Safisfyrng the lrCiyation lndustry Since 1976
i,
- 3
~
I
I
!
~iias 001 007'0"-2" Do1.~b ~i Chr1lid"
m 5 1/219! 3pr ~
~.:s L~DT double Cneck Valve Assemk~€y is designed ta 'e
P~, -jide Pratection af the safe dnrsking water supp1y in ac- 007 2;/a",
cnrdance vvith nat'sorral pgurnbing cades and water utifity ,
a iority requirements far cantainment at the service 1ine
e'ance. They can be appEied to a Variety of installations ~ where the de ree a# hazard is carssidered ka be law.
Al' ;izes can be instas[ed harizonta}Cy ar rrerticalCy and are
s kdardly fumished ►rvi#h ball type test coc ks an d qua r te r-
t_ i, full part, resilient seated brenze ball va9ve shut-offs
- 2°'} No. 0070T.1I2"- 1" have Tee handle shut-o#€s. 007DCi]A ~
;:s 2'/~" arid 3" have resilient sea4ed NRS fBange~i gate CapaCl~
~ re shut-offs [Vo. 447NRS. ' . •-~j
laceabie seats As campiled Iram dacumented Faundaiien tor Gregs•Cnnnestioa Contral and Hydraullc
~ Researeh at 1he lJnlretsity of Sautheen Galilcmla 9ab tests.
~ Nf3 5peCt3e tOGlS rECfJlt'ed fG r SEfti+IC:n9 '7Ypital maximum mechanicailirriqatton syslem Iluw rate [7•5 Peet per second)
' /lpdUlar COf]StCUCtICn EEOTE: #=Gaklons per minute, tt m Foet per sesond
!_'allabIe M'L'deIS ,s"r 007
Sixes:'h"- 2" ia ~ta,ra• 007112 crr -
F ix U - umon cannectinns a ~
: with stainless Steel GOdy'h", 4",1" 4 z .
:.....ix CIS -mAth quarter-turrr, f ull part, re_iiieni seated ba[f valves a a y 0 e ,o iat ~ 4 a ix ,e a xs 32r
5- mih bronae strainer 73 io-tt s.s 7.5 ,o sr.st#
F• WsthoUt Shlli-4#[5 ,
oo~a~
!s: Th" and S" , 12
IR5 - nan-rising stem resdien4 seated gate valves Io ,rr oa7Qr •
OS$~Y - with re5ilient seated out5ide stem & yoke shut-aff5 ° 'z
"7 - with quarter-ium, iull port, resilient seated ball valre shut-offs ~ ;
F- withoui shut-t1fts valves z x T-FOA - vvith epoxy coated hall uralve shut-offs ° s:o ts aa as 30 25 40 +5 F10 sa 305407 sa ~ 0 n aa ~stt isa im~
]A - dQUble Gheck detector assemhly s r.s to 15 "tt ~
~ ar+aB ' x srx• o~r
flg
...andarcfs 4see page 3) 14 ,s .
la 14
-essure-Temperature 6 30
~
SuPPlY Pressure up ta 175PSI. Wa#er temperature sizes : 2 ~
m
iao 125 156 175 ~'flB ass zsot ,
vt ° as sa 75
-2" 140°F Continuous, 180°F interrraitterlt. 51ze5 vI
13" 1~i {~`~F COCYtlf1U0Ll'', 1409F {E3ter1'17i~Eflt. 5 7.5 10 15'Tt S T 5 10 15ff ,
3' t1d7 "
Di~t'lension5-''eightS (appraximate) ~~ro~oti
~ 4lmeasinn~ (incW:] j W~IyGt 10 ~i
Ne. ~ R r ~ ~ C I 0 E ~ F Clr a 4
i
~{7QT~}T d fa 2711$ ~ 4318 0
t!2' ~70T•5 1 ta 27116 4 srs 9 8 5 5 t12 p LLi 31d' ~7Nf'~0T ` 17 tIS 3119 4 ` u fi3dlfi + 5 80 120 9EG '2~ 'S00 3~SGT 26 40 60 6~ 740 tId 140 160 1601
~7~129T-5 O 14112 3 118 I 4 I 3 1 6178 ~ B 3i16 I B W. 9 7.5 10 S3}t 5 7.5 10 15tt
007FAlUT I 13114 I 411~2 ~ 51lS 1- I 71~ I 1~ ,
i~6iM10T•S d 1T 15115 G 4 1132 5 i18 ~ 311 7314 ~7 tr2 ~ 14 2 912' flCOA ~ 3' 0070CaA
~i ire' 007M20T 16314 3» 6 3319 27 7E 14
111$' ~7AB2tlT•S I 23118 ~ 71P2 ~ - I 3311 11S11E 1 93I6 1 351P2 14 10
007M1i1T 19 ]Pd 4 5114 - - 93319 253f4 10 8.• ~
007M16T-5 25 578 d 6 114 6 8314 53 718 33112 5 ,
0070G➢A 35 4fd 11 - - 12114 tfi 314 71' z 2 i i `
290 xSd 3flA S50 ~Il~t
- -~7pT 33rt fi3f~ &i~ S6'~ 155 p Zg 50 55 1R~ S72S ~~54 175 20 S225 2Sfl; 0 5A 1o1i 5 t5O T.5 15Pi '
~i NRS 33'', 15'R $'T 184i 155 ~
007 OSaY 33 r4 151/I ~ - 8% 16% iss ~
007 OCOR_ 73"v 15'h T2YU . 16IA I$6
~ 4078T ]ar1 6% 8'I 16'k. 1 55
3' OQTFIRS 34+'i 12Y. 83% 16% 105 ~~"a
007 nsar uvt 1 av~ a~r i6~ 185 i 1 ~ ~
007ULOA 34°1 18'fe 92'"-e 1fi34 196 _
71 Q~ olm4sien cin.M ~ wcT. , . ~ ~
sL:e m w x i•j (l
a±k• ,o ~ sth I 9Y. ~ aa ; „
3• 7 ,a
'S 7 ror sarornn~ F~~~ ~ J _ I t
007 21/2'p, 3"
o f I
2"
12 For more rnformatran, seno,''ar =5-0075 E5-.307i'420T. cS007L. E5-2`007t]Gc7A arad ES-01171]OR
SeriiBs 007 Cover ~'+,r f
- ~J'~ ~ L ~ ~ 1.~ ~ ~ ~i ~ "~i' a lve
- 31zE.'S 1/211-2 Cover 0-ring l - ~1
RBtairler
Ruht~er ~ U-nng
Dasc -~[7jsc~ e~.~..,
Assembly 1" 007M1
-Spring 11l2" 007M2
~ { a
8ody
-Check --r~~
Cage
~ : Ra
Cover
CaverC]-rrng-;f.• • sm° a
~
`~rx'' ~ Aener
w,
~ J
`S
5erfes OOT 2" 007M1
Sfdl~. 'h = 1" • J-~
"Nnte Rub6er seat diSC can be replaced
Hawever, disc hnider and dise re4airrer are ~I e~
permanent6y bonded to prevent farlure.
Repa1r KltS`:
When ordering speci(y EOR fJo, 64it Np., and Valve Size.
EDP No. Kit No. 5ize EDP No. Kit Na. 5ize
Check 14its: lst vr 2nd Checlc Cover Kit
887193 RK 007 CK4 'Ia" 887195 RK 0{]7 C Yx"
587377 RK 5S007 CK4 '/z' . 887379 RK 5S007 C 887393 Fi}4 SS007hA2 CPCd 'J<" 887039 RK 007M2 C 3/a"
887373 RK SS007MI GK4 y" 887380 RK S5007M2 C 3ld"
887024 RK 007 CK4 3la" - 1" 887381 RK 5S007M1 C 1"
887026 RK 007M1 CK4 ~/a° - 1° 887036 Ri{ 007 C 3/a" - 1P•
1 st Check 887038 RK 007M 1 C '/a" _ 1"
887045 R}4 0[]7M2 CK1 'Ja" 887037 RI{ 007 C 1'Iz,l -2°
887025 RK 007 CKI 11l2" - 2° 8871 91 RK (}07Mi C 1 h 1- 2"
887722 RK 007M2 G 1' /2
$$7186 RK 007M'1 GK# 1'/a" - 2"
887719 RK 007M2 GK1 1 pCit consist oP: Cover and Cover o-ring.
2r,d Gheck _ Complete Rubher Parts
887046 RK 007M2 CK2 887194 RI, 007 RT 'I~°,
887028 RK 007 C1i2 11l2" - 2" 887378 RK S5007 RT '/z°
887187 RK []07M1 G'K2 11/7" -2" 887394 Fil{ S50(]7M2 RT 3/a"
887720 RiS 007M2 CK2 1887043 RK 007M2 RT /4"
887374 RK 5S[}07M7 RT Stainless Sfeel 1 st ar 2nd Checlc 887040 RK 007 RT 314"
887030 RK 007 CK4 SS 3Id" ' 7" 887042 FiK 007M I RT '/a" - 1.$87032 RK 007M1 CK4 SS 3/a" _ 1" 8871741 RK 007 RT 1 ,h<' _ 2"
887031 FiK []07 CK1 S5 11/2" - 2" 887188 FK 007M9 RT 11h" _ 2'p
887035 RK 007 CK2 SS 1~Iz" -2 " 887721 RK 007M2 RT _ 1'h" ~
887189 F;}[ 007M 1 CK1 5S 11h" - 2" fCit cansrst ot: Cover o-ring, Twa disc assemblte5 and Two seat a-nrsgs.
887190 RK 0(]7M1 CK2 55 1'h" - 2" Retainer
Cit consist caf 5eat, Seat o-ring, Disc assembly, 5pring, Check 1047053 94AB47 1!2" 007
cage, Cover o-ring. • ' 10473$2 OC7CA47 3/4"- 1"M1 007
1047394 99BA47 :1/4"M2 003
1QAi[}01 99FA47 1'Iz"- 2" 007
~ 1[}47112 DCFA4 i i'h"- 2"M 1 007
1047099 DCc447-P 11/2" M2 007
Series 007/007DCDA
Double Check Valve/
Double Check Detector Assemb[y
SIZE$ 2rs_ 3"
CheCk A55@117bl1e5
~ l ~ rf
6 ~ C70
Seat 5eat Disc gpring Retainer Cage/
Q-riag Assy. Seat
~
. ~ ~
Cover ~
gOU
5M,
Cover "0" Ring L~
~
Refa9ner
50 4 n
~ ❑ ~
ly
0
14epalr Kits:
When ordenng 5pecify EQP No.. Kit No, and Value 5ize.
EDP Na. Kit No. 5ixe EDP {Vv. Kit No. 5ize
First Check Kbt Cover Ki#
887980 RK 007RCbla GKI 2" 887983 RK 007DC❑A C 2"
8812$5 RK 007 CK1 2'!x", 3" $8728$ RK 007 G 2'/z" 3"
887965 RI{ 007DCDA GK1 2'h", 3" 887970 RK 007QCDA C 21l2", 3„
Kit conskst vf: 5eat, Seat a-Hng, Disc assemhly, SpPIf1g, Spring Kkt Con$15Y Df: CQVBPi COVeP Q-rIng.
retainey Check cage and Gnver n-ring. Seat Kit
Second Gheck Kit 887984 RK 0070CDA, S1 2"
887981 RK C➢(37DCOA C'fC2 2" 887985 RK 007DCi}A S2 2"
887^c86 FiK 007 CK2 21h", 3" $$7289 RK 007 5Z 2,fa<' 3„
4 887966 RIC 007DCDA CK2 2'h". 3" 887290 R'K 007 S2 21/. " 3,<
Kit consist of; Seat, Seat o-nrrg, Disc assembly, Sprirrg, 5preng $87968 RK 007DCDA 51 21A2", 3"
retairaer, C'heePC cage and Caver o-nng. 8$7969 RK 007DC❑A S2 2'/z". 3" -
Firs# and Seeond Check Rubber Parts Kit censist: 5eat, Seat a-r3ng and cover o-nng.
887982 RK 0070CQA RT 2"
887287 RK 007 RT 21I2" 3"
8$7957 R}: 007DGDA RT 21l2' 3"
Kit eonsist af: Two seat discs, Two seat o-rings, ans9 GoVer Q-rirsg 9
r F c M• sP E C S
RC-C Series Gantrollers
Cnrrfrallers fhar Jead xhe way...
When durab!!r'ty and eass-of-operairon are ~
paramQUr+t, Aa1n Blrd s RC-C 5erres
cQr+trQNers are the best chorce. Featurrng ~
lndependent station trrrtr'ng, a master
vatvelpump start circurt, aad a key-lackrng, ~
weatlrerproo( cabrRet if's Iittle wander [hat
t17is rs tlre lndustry~3 feading comrnercra l- ~
grad2 efectrQmeshanicaf rrrrgatian cantra!!er
t
F2atE1r2S
• PRdependent station trming krrobs - - • 24-haur cFQCk (automatrc starts Qn any 1rQUr ~ except mrdraightJ ' ~ .
■ Easy, at-a-glance prograrrtming
■ Master vafveIremote pump start circuit ~
• Master on/off swrtch
■ Nrpplv-mounted rntemal trarrsformer
~ Easy-acce ss tsrmrn al stf rp - -
~ lfey-lockrng, weatherproof cabrnet
~ UL lrsted Drmensrons
ow to Specify
SQecifrcattons ■ w,dm. r r llr=(2s,z cm) RC- 1260C
n h'erght 93fr" (24,8 cm) -I ^ 4"
~ Stafion tirning RC-4C/RC-iC- 3-60 mrnufss "D8pth 63Ia °(1 Tp fi Cm) M Idel Numher af
srarLans &vl&n Cndp
rn T-rnrnuts inerements RG-1264C. -
hfarimum
6-60 iTTIlTf1fP$ r'A 2-iT►iRilfB dRGfemeRt5 optlC]l7c~l FeatUreS statron TimP
~Auromarrc srarrs. rto 23 per day Thrs speca(re5 aa RC-126Q£ tantrofler; 77 statrorrs,
~ ProgrammIng schedule, 14-rlay safendar 'PED 'RCC +°edes[aF and pda,pfer Nlaunfing I{it Indoor ur outdaw mnun[a8te
diaf lor every-day, every-a[her-day starfs, ' ADP-RCCAdapter tvr gipe pedestal Npte Far non-dl S applocatrdns 17IS nEGES58ry tu SpEC+Fy
50Ha ar 6QFIr
etc, for a 2-week period
MaQrBl3
Elecfrical CharacfEristics . Rc-4c a srarior+s
■ lnpuf requlred- 117 V,4G 110% (0 D 45A, 60 ' RC°7C 7 staharrs
Fir or220124DIa60V tTO% @ 4.45A, 50 t!z ' RC-12fi0C 12 statrans'
~OfJrp1Jf: 26 5 VA[; GQ FdZ !Jf 50 H7, 7 5A 'Availa6le irt ba Hr modef
• Hesef circuit breaker.- 2 ]A holdrng, 3. OR break
■ Muffr`-valve station caQaerty• U,p fQ three 24
1~~4C, 7VA sofenord vaTues per station when
master vaf velpump start cirsurt rs used; four
ualves per station when mascer vafvelpump
staR crrcur`E rs naf used. °
RA/Ilrtr~kBlRA
,
RAIH--~kBi~D MASTER PA~.~rS LfST
Y1PEi8ADbG BY AiFOFESYlOMA[S N'ORT~WlI]B ~ ~
~ R A ~
MECHANICAIf CONTROLLER CataPoa No.: 743
RC-4C J RC-7C IRC-I2GUC Date: 2195
Green and Gray Versinns Page: I af 3
,.~zo, 21
rr~ _ r
4--- -~1
9 + , .
2
13B 99
4 to 7
j - ~-s-
3
r~
IZ6V P.Olit ~
13A a~ar r ~ .
~ ; -
V
- 10 14 15 1 16 17 18 17
Greerr Version Gray Versian
ReP f7escnptiun RC-4C-Green RC-7C-Green RC-126OC-Gm RC-dC-Gray RC-7C-Gray RC-1260C-Gry
Ga5e Reptacemeni Kit (Gray Only) (A)631773 (A)631773 (A)631773 631773 631773 631773
i Case 1 (628561) {828661} {828861} (637161) {639161) {631181)
2 Case Gasket 1 627300 627700 827100 827100 527100 627100
3 Lock Sinke 1 (627009) {627009} {627009} (62700) (827(709) (6270179)
4 Screw. Tamper ProvFNa 4 (8) 2 (627169) (627169) {627169) [5277E9) (627169) (627169)
5 Washer, Flat h!o 4(8) 2 (623261) {623261} (523261) (623261) 4623261} (623261)
& Washer, Lnck hTn 4 (B) 2 {550158-fl3} (650158-03) [65015B-03) (65015"3) [65{]158-03] (65075903)
7 Nut. Flen +S x 40 (B) 2 {650034-02} (650034-02) [650034-02) i650034-02j (650034-02) {650034-02)
8 wring Lahel [G] 1 (629920) {629919) {630150} (537208) (631195) {531167)
Cover Replacement VSit(Gray Dnly) {A)531774 {A}631774 {A}537774 831774 831774 831774
9 CaVer 1 (627008) 4627008) [627008) (631163) (631163) {631188)
70 }3ittge PfR 1 (623941) (623941) (623941) [629941) (623941) (623941)
11 Cam Lock wlDuat Caver (S) 1 (828974-02) {626974-02} (626974-02) (626974-02) {626974-02) {62$974-02)
ia Arrow clip {a} z (szaosa) (627094) (627094) (627094) {827094} {627094}
Kers(B) 1 622823 622823 622e23 622823 622823 622823
_ 13A Madel ddentifir,ation l.ahel (C) 1 [829922] {629644) {530154) (6319$0) (63116$) {631185}
13F3 Irostnrcttan La6e1 (Englfsh) {C) 1 625559 629559 829559 (631668) (631668) {631668}
138 fnstrvction zabel {5panish} (C) a 629773 625733 829773 (630410) [630410] (E30410)
14 Transformer • 120VAC (60 Hz) 1 628425 628425 628425 628475 528425 628425
14 7ransformer - 22012401AAC (50 Hz) i 628426 62842E 628426 628426 628426 628426
, 95 Washer, Ffat 74 1 (650023-43) {650023-43) (650923-43) (650023-43) (850023-43} (550023-43)
16 Loeknut. Condwt 1 {628013} (628413) [628013) [628013] (528013) [628013)
17 Screw, Pan HD 6-18 x 5!8 2 (650242-28) (650242-26) (650242-26) (650242-26) [550242-26) (650242-26)
18 Terminal giQCk 1 650459-12 650459-12 650459-16 650459-12 650459-12 650459-16
19 Connection Assy P-1 1 639905 629965 830151 629906 6299[}5 630151
20 12 Pin Flvg WlEars Arlolex i (622983) {622383} - {622983] (622893) -
20 15 Rin Ptug WiEars Moiex I - - 824439 - 624439
21 Cantact Pins Mo1ex 8 ar 13 622984 622964 622984 622984 - 822984 622984
Screw. Pan HO 6-18 % 5f8 4 {650242-26} (550242-28) (65[}242-26) (854242-261 (650242-26) [650242-26}
Nate~ Fart Numbers enclosed in brackets are noc ava2la6ic individuailv. bu[ mav be sold m assemhties or kits.
OCQPYRIGfIT 1991_ ~j
RAINIIIAG$PRi,1fhl.B:R lT+fSURF QUALiT)' - USE C}:LY GEN[iTNE RA1r N ~f7 IL~IRD y~ ry.^~ c
S:~l4 ~1
AIfG CORP
~ RAIN~kBIRD MAsT~~ ~~RTs LIsT
~ Ai7EFEltAED 8Y pq10FESS16NJl15 WO&lOW708 ~
~
~•I, ~ ME+CHANICAL CONTR[)LLER Catalag No.: 7{}3
~
RC-4C 1RC-7C 1RC-1260C Date: 2195
r~
, Green and Gray Versions Page: 2 of 3
~ + r + ~
- Ref. I385cnplien FtC-4C-Grsen RC-7C-Green RC-126flC-Gm RC4C-Gray RC-7C-Gray RC-12fiOGGry
Front Panel Assembly - 60 Hz 7 f6298983 {624236-03} 628997-05 631193-01 531192-01 631179-61
Front ?anel,4sscmbly - 50 I-!z 1 (629897) {524287-62} {62$988-05} [635193-{]2] (631192-02) 631379-42
I 22 Cover, StaFien D3a1 1 (624285) {624285} (624285) (830473) {830473) (630473)
23 Orrwe Stud 3 (622906) {E22906) (622906] - - -
24 L4Ck Hu! 114 x 20 1 (650277) {650277) (550277) {550277} (650277) (650277)
~ 25 5tahon f3ial Rssemhly 1 1629884] 522877-07 622877-43 630800 630792 630420
26 5crew 7-19 x 112 4 arfi (622922) (622922) ¢522922) {622922} {622922} (622922)
27 5iation Indicator Knob Assemhly 4,7,12 822949 622941 822947 630447 630447 636447
28 Pin 093 x 50 (Dawel) 1 (522928) (522928) {522928) (622928) (627928) (52292e)
29 Cucuit Breaker 5haft Extension 1 622899 622899 622899 (530955) {630955) [630955)
~ 30 Reta3ning REng 1 (622904) [622904] 4822904p - - -
31 4Nasher, 5him 114 1 659023-18 550023-18 650[}23-18 650023-18 656625-18 6510023-18
32 Washer, S,pnng 1 {623254} (623254) (623284) (623264) {623284) (623264]
33 5tation Dial Shaft Assemhly 1 822888 822888 824412 628825 628825 629307
34 Statiun Dsa6 Switch Bracket Assy 1 623666 623666 623666 623666 623666 823666
35 Micra Switch, 10 Amp 1 601802 641802 501802 601802 601802 801802
- 36 Screw. 4-24 x518 2 (622127) (622927) (622927) (822927) (622927) (622927)
~ 37 Serew. Rvund Flead 8-32 x 7!8 , 9 (85[}105-48) {650105-48} {650105-48} [650105-48] (65010548) [85010548)
" 3$ Washer,'FlatNo S 2 (550023-10) (650023-10) {650023-10) (650023-10) {650023-14} {850023-10)
; S 39 5crew, Pan ND 6-18 x 6f8 1 (650242-26) (650242-26) {650242-26) {650242-26) {650242-26} (65(}242-26)
F dq 5taiion 5witrh 5pnng 1 (622948) (622848) (622948) [622948) {522948} (522948)
~ 41 Lock Wasner Na. 8 (dntemal S[ar) "d (650158-06) {850158-06} (650158-(76) (650158-06) {650158-06} (650158-dJ6)
~ 42 5peed Nut 8-32 9 (623644) {623644} (623644) {623644) {823644} {823644}
43 E7ayCiai Ass$mbly 9 622867 622857 622867 634595-02 834595-02 630595-02
44 OEal Pins - 94 622866 622856 622866 622866 622866 822866
. 45 R84aintrsg Ring 1 (622887) (622887) [622887) (622893) [822887) {622887}
, d& 4ay Dial Switch BraC9¢et Assy 1 623664 623664 623684 623664 623664 823664
: 47 Micrv SwifCh, 10Amp 1 600731 600731 5€10737 600731 600731 600731
48 SCrBw. 4 x 518 2 (622927) (622927) {622927) {622927) (622927) (522927)
49 Washer, Flat Na 8 1 (650023-10) (650(323-10) {650023-10) {650{]23-16} (850423-10) (850023-10)
50 Washer, Lock N❑ B{E,xtemal 5tar} 1 (650162-02) (650162-02) (650162-02) (650162-02) t654162-02} [650162-02)
59 5c,rewr, Pan F9D 6•18 x 518 2 (650242-26) f65{]242-26f (650242-26) [650242-26) {650242-26} (650242-26)
52 Hnur Dial Assembly 1 622864 622864 522864 630415 630415 630415
53 dial Pins 23 622868 622866 622866 622866 622865 622866
54 Fiaur C1ial 5peing 9 (623291) (623291) (623291) (623291) (623291) (623291)
55 Catter Pin 1 (622933) {622933) {622333) S622933y (622933) (822933)
56 Haur Dial ShaR Assembly 1 622881 622981 622881 628S25 628828 628s28
57 Hour Dial Switch Braclcet Assy 1 523665 623865 623865 823685 623665 623665
58 Micro 5witch, SDAmp 1 6{]0731 600737 600731 800731 600731 600733
59 5erew. 4 x 518 2 (522927) (622927) {622527) (822927) (622927) {522927)
fid Washer, Flat Ma 8 1 (650023-10) {650623-10) (650023-10) {650023-10} (650823-70) (650023-10)
61 Washer, Lock No. 6(Extemat 5tar) 1 (650162-02) (650162-02) (650162-02) (650152-02) [650162-02] (650162-02)
62 Screw. Part HD 6-9 8 x 518 2 (650242-26) (650242-26) (650242-26) (650242-26) (650242-26) (650242-26)
63 51Ede Switcte. SPDT 1 600E43 800843 6[]0643 640643 600643 600643
64 5erew Pan HD 6-78 x 3116 2 (622926) (622926) {622926) - - -
65 F'oVOt 5haft Assernhly 1 622894 622894 624438 628828 628826 629308
56 Piuvt 5haft 5pnng 1 (622903) (622903) t622903y - - -
67 PAVvt 5haft 5pnng a - - - (622948) {622948) [622948)
68 Reduction Gear Shaft Assem5ly 1 622891 622891 622891 528827 628827 628827
69 F'1ate, Gear 1 627170 627170 627170 627170 627170 627170
70 Ciruif 8reaker, 3 67Amp I 623687 623687 623687 823687 623687 523687
71 Timing Motar - EO Ha 1 622874 622874 622874 522874 622874 622874
71 Timing Motar - 50 Hx ti 623643 623643 623643 623E43 623643 623643
72 Rapid Advanrz Motar - 50 160 Nx 1 825429 625429 625429 625429 625429 825429
Resistor 43 DHM. 5 W, 30% 1 625020 625620 625024 625020 625420 625020
Screw 6 x 312 3 (627632) {627632) (627632) (627632) (627632) (627632)
Balf 6-32 x 318 3 {650105-28} (550705-28) (850105-28) [650105-28) [650105-28) (650105-28)
Washes Lnclc h!o fi(External 5tar) 1 (650762-02) {6517162-02) (550562-02) (650162-62) t650162-02J (550162-02)
NocG- Parz Numbcrs enclosetl in brackets are not avatlab6e individuallv, but rna<< be soid in assembIies or ktts
C" CQPYIYICIIT i~!a
st,titiairra5ruiI~;.LZn [N$£!RE QF1ALITY - 1J5E C]NI.Y GEo`VtJFyE R.AEN B[R£) 1'Af;,TS
MFG CORS'
JVA~~~BIRD MAsTER PARTS LrsT
PAQFMRED SY PIFUFES57C1N.tLF WQAICJWIpF ~
. a + a
MECHANICAL CONTR(]LLER CataIQg No.. 743 ~
RC-4C 1 RC-7C 1RC-T26UC Date: 2195
Green ara€1 Gray Versions Page; 3of 3
r ~ w 'r
Ref. pescnpGon RC-4C-Greert RG7C-Green RG-126OC•Gm RG4C~'uray RC-TC-Gray RC-126QC-Gry
Afut 6-32 1 (650E334-03) {650034-03) (650034-03) (60(]34-03) {650034-03} (850034-03)
73 Screw.SeltTap4-2d 2 [650104-01] (650104-07) {650104-01) {650104-03} (650104-01] {85010+4-01}
Statran Sfec#orSwitCh (Edge Carc#) 1 - - - (6309144) {630930} (630931)
Hsrness Assem6ly 1 629813 628273 829692 632233 632238 632235
74 SlatiQn Seiector Switch (Raund) 1 829804 622927 624277 629804 622921 624277
12 Pin ReceptaCle WIEars (RC-417) 'Q (522982) (622982) - (E22982) {622982} v-
95 Pin Receptacle WlEars (RC-12 Only) 1 - - 624440 - - 624440
Cable Tie (RC417-16,RC1260-18) 16,78 650131 650131 650131 85013' 650131 850131
GonCaCt Ptn, Mals 1 622984 622984 822884 622984 822984 622584
75 WasherNo 8 4 {650023-14} (650{123-10) (650a23-10) (650023-10) [650623-10) (650423-10)
76 Screw. Pan HCa 6-18 x 518 4 (850242-2E) [650242-26) (650242-26) (650247-26) (650242-26) {650242-26]
(A] Greerr yersian nea langer availadle Hawever, camparahle gray version may be sse6stituted
{B} lncluded in L6C-712 Lack Replace Kit t F68520 F69520 F69520 F69520 F89520 F69520
(C) Inciuded m La6eCKit 1 (A)631777 {A}631777 (A)631777 £31777 831777 631777-
Instruction Mamial 7 629950 629950 629960 629950 829950 629850
Mote° PWS sfyle wafer
53 52 54 36 35 38 37 38 39 55 switch was replaced with
origanal rvund style switch
43 4~ 4~ 74) after 6194. Fiowever,
6$ new haMess assembly was
desrgned.
44
.
56
.
23 59
~ 58
. . ~J
v
34 e5 61
22 a o~ ~ 40 ~ fiQ
62
69
p r ,
27 24 ~
~
~ 75 j-: 75
25 57 ° 0 76
~
28 I ~ 76 4847 46
26 ~
0 67 o o ~a ~ ~a
.49
• 0~'
. ~
29 76 ~ f
. ~ ~ Jr
30 51
31 50
_ 32 fafi E3 64 33 65 70 75 76 72 74 73 71
Noke Past iNumbcrs encPvsed in br3ckets are rioY avadlable srtdivicfually, E}LI[ Clla!J bZ SOEd IR aSSef"i1EJI1Z5 oC k- IIS
0 Cc hvRSGIiT 199:
R,t1;,p1R.[]SPRfuKI.CH IN51..}fiE QIJ'ALlTY - USE ONLlo GENUiNE RAIa"+f [#fRC] P,iTi`I'S
hsf P, CCSftP
~
~
- ~ ~ ~ ~ , / ~ ~ ~ ■ !
i ~
+ ~ +
f
!tplJR [7FF JU ntli'O aESET
i
57.STTON
~ ti •
3
s
~ry .t
~t=f~
'.~'~i^ ._"~.'t°~~,',~: ~~.:7F: • ~~.:k'~ p ~•F-s
...:o.3F
~
. 3cx
k -t
a • ■ ~ T , r-,~ w~.c ~
~ ~yp • . £.~t S. 7
q' • -~v,'i - - "':`C• 1 'z _
~ -
~
- - . - ,
• _ , iS. . - .tw
Y • . _ _ _ , _ _ . _w.-_._..s~_...1 . .5 • us{~:Y' ..:~.~•F r•r".r.iY'runi•1"'~4„ntiT~rf`~'.'w'17R,n..•f,ra.,~ .x:' .t
~
Safety ~ on
W8 Cd'! If1gr
Imgrortant safety zn€ormation and warning rnessages appear thraugliouc th'ss manual To ensure eorrecr oper-
ahvn and to av~id additiunal expense, read this ananual tiiuroughIu befpre you begin instalIaticrrs.
Qperating this equipnient tn a residential area can tause inkerference to radio and teievasion receptian. Tl2e
radiQ frequeney energy umiteed bv Ehis device coinplies kvitli limits for a Class B computang device,
desCribed in F{CC Rules Part la, 5ubpart ]
~•:s~',~= . - - - - . , _ . _ _ - _ . .
I b ~ o Contents
IntroductiOn . . . • 1
Welcvme td Rain 8icd . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . 1
`Ihe RC-C and RC-AB Series Cvntrollers . . . . . . . . . . . . . . . . . . . . . . . .1
Special Feah.:res • • • • . • • . . . . . . . . . . . . . . . . . . . .
Paclcing List . . . . . . . . . . . . . . . . . . . . . . . . ..3
Chapter 1: Installatian • • • • • • • • . . . . . . • • • • • • • • • • • • . • • .5
Mar.u°iti,ng che ControIler . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5
BeEore You Be-in . • . . a
ChoQSU1g alncataon . . . . . ..5
WhatyouwiIlneed - . - • • - • -
ReratoVing the CQntroiler's Faeeplate . . . . . . . . . . . . . . . . . . . . . .
ItC-G modeP.... • . $
RC-A8 mvdei . . . . . - • .S
Maunhng the Contrvlier an the Wall.. . . . . . , . . , . . • • - • . . .9
Connechngthe Cantroller . . . -..10
Connecting to Ehe FieldValves . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..10
Cocnecting to the MaLn I'ower 5aurce . . . . . . . . . . . . . . . . . . . • • - • . . . .13
RC-C model . . - - ...13
RG-AB mvdel . . . ..14
Converting Stations From 8 Prag°rarn tv A Program (RGAB modeLs andy) -...1j
Putting the Controller 8ack Tagetl-tier . . . . . . . . . . . . . . . . . . . . . . . . . . 16
Cherking the Electneat 5ystem . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .]b
Ghapter2: Opera#ion ...19
Fa.uu.tiarizing Yourself with the ControIIer's Faceplate . . . . . . . . . . . . . . . . . .20
Sethng the ContTVlTer's Clock . . . - • . . . . . . . . . . . . . . . . . . . . . . . . . . . .2-2
Setting LIp Autamatic C3perahon . . . . . . . . . . . . . . . • • . • - • • • • • . . . . . • • • • 23
CJjaerating the Cflntraller . . . . . . . . . . . . . . . . . . . . . . . .Z5
C?perating Automaticallv . . . . . . . . . . ~ . . . . . . . . . . . . . . . . . . . . 25
L]laerating 7.faaiua3.ly . . . . . . . . . . . . • • • • • - . - • • • -25
_ Using Iiain Shutdown . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 26
7roubieshooting . . . . . . . . . .
Glossary af Terms . . . 24
~ . . . _ - .
.Y,':' f .•.F. ~~i }Sy.'..•r~p-~ :n ~
: " "+•'U~a~41
~1~~i'~j~'
- - ~ ~~.5 A,.rcn ~ • ~ r",~ ~ ~ Y`]L~~ VyB~~ _ -'Y.~i:=°~.
••f---• ,`e'^^• • _ 'r~'•'~~i~i. '
, - _ ; '~,s't. 'i ~e
_ ' _ ~ ~-'°.i;ii f~'''?;~~= - :4•ti'~ ~S ,~1 'S,~':'
• -`•.;•a;"~.i, t•_~'.'~f `~y'. y:_-:
~ ~yA~'r,-vr" '•a~:=-~ .a,.ni.' ;}~~t~ •~j,~;'~,r_-~~r„'-:•.:, a
' ~ ~ v7~..•a:c,A~~`~~~:.~%~;~, ,r-a , . W~I_:~
. . - ~1:.:1.. N: ; •"v~e,''.~ n +f~~.Y,~~, ~ :7k'"~'$ i.~'.,.~ .
_ r~~ ~ • e ~ ~~'i.
. e ' ` . . . ~ ~ . - • _ . . . .~.~✓a..... ~i ' ' . ~ 4LYa~~ 13l~~t~~~,A:~C~h~..:.:2,.a ~ ~ I~ P,.
Table of '~~~~entS (COntunued)
Serrrice lnfarmation . . . . . . . . . - - • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .30
Quic9sE3eference... . . ........................31
INarranty . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .inside back rover
- . _ - - - - . , . : . .
, ' 5::• ,
' . .
, - ry
Welcvme tv Rain Bird
Thank voLs ror -)t3re`_:i.ia},~ taout new [Zain $ird cQntra[ler For :nor:: an ~,i\ Rain Bird has
led the irrP;-ation ia:dli-rrv in nneetin- a1F ❑F your water man~~~~ement providing the high-
est qttalatv produc`s and ~,erraces avaxlable Your neiV Rain Bir~. :~?re-clllei L_ _iet~izned te) gnre vou a
lifetime ot on--fce aterin~ Lvntr[~i ~
The AC-C and RC-AB 5eries ContrDllers
The RC-C and RC-AB ;eries cantrvliers are stand-alone coritz-ollers appropriace rnr residential Qr
commercial use Thi~ eas►•-Eo-use contrQlIer affers automafze operation tat LzD :cr 23 stTaterin- stations
on the RC-AE3 and un tn l~ ~,vaterin~ statinns on the RC-C
RC -A8 RC-C
- -.a• -
t
~9 -
i -
r ~ f ,e
; ~l1zPf«.",r"rrNLst?,.:~G: w:='rTR'..~;_^ ,
/
;
1
r
1
3.-~},~• FI~~•~a• ie__ ^s'i
- ~ •yr~,- •=z.nao~~.~Et~" ;r'~
. in=~~'~2e~;+~,ti~r~`~~'+'+•,.,
.~.-,N ' ~~~i{~~e"x
j
_ _ . 'a:+ ~~i r~"~fji. • pye~; ~ ~ ~ 4.~
M1 " y'y,r_ f^.~-c~!~.;,[ye£~P9 r, M~:pti° -
IntroduCtion (contincped)
speciae Featiure5
,
The RC-C con#roller is available as a wall-mount {WM} model with 4, 7, or 12 stahon capability.
Tfie RC-AB controller is available as a wa1T-mQUnt model {WM} with 18 ar 23 station capability. An
optional pedestal is auailable, if desired. For m#ormatiean abQUt pedestals, contact your Rain Bird
distnbutflr.
_All RC-C and RC-AB mvdels have the follawing special features: ~
• VVeatherprvaf, locking cahinet
• Easv, at-a-glance programhiing
.
■ Iz-idependent station tisning .
* 24-haur c}.ocic
• Master valvelremote pwnp start circuit
■ UL listed
■ Master on/vff switeh
• Elertro-mechanical reIiability
2
II1Li'odti1C$Ion(confinued)
Pack9ng tist
Please check ta make sure that yau have a1I the iterns an the list. df
any item is missing or dama;ed, contaet yc~ur I~ain Birc~ distributor.
1 i're-assembled Gontrdller an a Wa11 Cabinet J~m~ -*fw
- ❑ R
'•:~V ~ I ~f.~- ~r" ' ~ ai;~
, . - r.rwg. L
1
Z KeyS -
1 Installativn and C?perating Instructioris Manual
. .
I Th.ree-year Warranty Card
'Narranty
~~~~S4qo
1 Quick Reference Peet-of$ Label
.=,4;-C 5oanish
Lzibei
1~".dJN:~ BJRC
s7
. ~
, ....~.~._rc; W. _ . ` .
-Chapter ■ .Iin
This sectian af the manual explains how to rzaount your newa RC-C Qr R,C .A& contraller on the wall
and how to cflrsneet the wiring.
_ Maunting the Cantrnller
Before Yau Begin
Important: Before instafling your contresller, maice sure tha# the area araund you is tree frQm dirt and
dust and that yvur hands and arms are clean.This v+riEl avoid cvntamination of the coratroEier's internal
parts.
Wamang! Do nQt let zvater or oFher liqusds come in rontact with anv part insic€e the metal cabinet.
Choosing a lacation
When chposing the best lacation ta instaH yaur wall-rnourzt contrvlTer, please consider the
follawing:
✓ Wann.ing! Ttus controller must be installed i.n campliance with local electrfcal codes,
V' Selset a sheltered area, pratected froxrx vandalisrro, where the user can easily reach the cQn-
troHer.
✓ Select a PQCation that has access to 120 valt AC electraical pawer (or the proper eTectrieal supply
voltage outside the United States).
✓Chvcase a flat, stable, uertical surface, where ymu can mount the cantroUer. A.l1ow sufficient con-
duit clearance for the elertrical connections at the bottorn oF the metal cabLnet.
V If you are installing an R+C-C snodel, aEovu 14" (35.9 an) rr,in:mum elearance fvr the tunged
cabinet door to swing fully to the left,` if you are install.Lng an RC-AB rrtodel, allow 11" (4$ 3
~ crn) far the door to swsrig Fully to the righf.
5
~
S7 "dc+:'•yw.a ^c ° '
. ~
.i}gr
C.I ic~~ ~er 1: In~ ~~~latifln (contirlLied)
- r ycecaf lndovr Wael-mount
, 94"(36 cm1 11-112•
mintmuni {29.2 rm] IP15talEc7EiDf1S
'
I
Cd4inet ~s ~ ~f
6-3Fa°0 7 I cml-~I i l
: DerP I
r J 9-~73'
I ~ 7o Fusu j ID (24 S cm) ~
@ax ?
i ~ • ~ ~ 4 E ~ !1 ~ - ,~k;
_ • t~
- 9 20 Voit RC ts ~7 cmp m~~ g
un m
~ Wiring lrv Cpndvit Locata Pgr
ano riauSmg ~ ra&y acCBSS I -
~ and inr I
Comfrsrtabfe ~
- e ~ riewmg 4 - ~ ':i,~~~'ti'-~t i .
~ ~ ' ~ '`yC+~trnt ls zi-~ 1
- Nlall
tS~
LrkatO for
accnas
[47 cmJ ~ .-y : ti c~'~' and !w
catriiCrdtaOlB
~ng
'-Y+ Ftaar
I y~~ 1 Vawe Wiring In Canduit
Wai1~--~
To Fwe
! ~ , -.4=',..u#;... . _ ,ri'~'=.. J'4••_•t'` •'t " _s °s - _ ;'s_ =i.~}' Hcs `
k ~e
~
RC'C lZp VoIS AC Flnar
riPAng in Can~uil
ano Houamg Vafve YYIdn fn GOOsf+ tlf ~
f
k.. - :T`..:.~ - '~`y^ .K. .~,^^9 _.x• ~ .:ry*--~`;r - t+~C~ r~.,~
~ RG-AB
6
Chapter 1: Iiistallatian (c~~~~~~ed)
what yau will need
Before you be;in instaUatian, you will need the fnllowing taols:
✓ Ptullips Head 5erewdnwer
✓ Slofted Head 5erewdriver
✓ 5lvtted T1tin Blade Screwdriver
✓ Wire 5trippers
Linernan's T'lier5
✓ Needlenflse PIi ers
i✓ Tape IVLea.su.re
✓ Marking P'encil
✓Eiectric Dri11 (or Hamrner Dzil if anstallling in masonry vr ecaracrete wal[)
✓ Nut Driver
7
n vc;, ~
. . . ~.i:.•~~%:i~id~,~1 $r ;t~..:~
. . _ . r rr=,y...:,.,.o~~ ~•:vi.~
_ - = ;~.~.es7 ~ti~
~ • ~ •.2-~':. ~ ~~+~~,r;~
t
~ .w...~J~a".~~~i'~~Y .wa.,~,£ . = ' ~~;z•a::.' }
~~r„
, •3 i nr ••:.l:p'` ~rti~ rt :t~r~',~ ~
• r. f'~r ],:,.s ~-!'~'r ^rs ?-.;.~i y.
. ~.~._.._..r__~.. . .,...•._i'j~ 4`~'' ~3~ ~ ~e~.;r~ , ~h a'
4 +F.:~.
; r'
C~1c~Y it~~' t ~ : ~J.istcll~~ ~C1L n (CandriLteti)
Flernavsng the Contraller's Faceplafe 3 C7isconnoct tiie terminal blocic wires b;u
g-r-Lrsptng the eslds of the tivltite wire connec-
To maunt the torttrvllzr, vou must iirst remave tor anci pLilling, tirrriiv. 5ef the Faeeplate
the L-Iour and taceplatt To do so, asid~
RC-C rrsoaei RC-a8 modei
1. Remu% e the Lontroller cabinet dorar trom its 1 Remoi-e thz contralFer cabinet door Frorn its
hinges bd• openin; the door, then pushing tzvn hin,es btif Upening the draor, theat hcald-
the metai ptri inside the hinge up and out of ing the botton-i of the door and sliding up.
#he hin~e. Sek the door ans~ pdn aside.
Usin- ct Hat-blade screwdriver, remove the
2. L'sing a phillips head screwdriu•er, remove two screws that hold the faCeplate. Then
the tour screzvs that hold the Eaceplate to opeil the taceplate panel all the way; hold
the eabinet. Save the screws for reassembly the battom of the panel and slide it up ofF
later Gentiv litt the faceplate a Few inches ot Zts ftvo hin-es Gently lift the faceplate a
ouf ot the cabinet. feev inrhes advav from the cabulet.
RG-C 5tep i RC-AB 5tap 1 - -
.
~
I>
Ik
- ;f
~
RC. RC-AB 5tep 2
- , . ~C Step 3
`
YZI
~ 'i r..
~~r:iY ~•~vtii~`~~•x4`
$
. ~T«.-.~ .y rf"•,.. :ry-~eP►=s'~Y'1'7'A'w-±r7~ "i• .
•
~
. 4 T. '
~hapter 1 : Installatian (co~tir,ued)
3. E7isconnect the tour dikferent red and -vVhite Nlauriting the Contrailer on the Wafl
wire connectors bv ~r~rspin~ the er~ds of
each eQnnector and pLiiling tirrrtiu Set the 1 l'iciC vp the contz-oller crtbznet. It voLt ha~•e
taceplate aside ~ an RC-AB moclel. rasz a thLn-bIade serew-
driver to push uu€ the three plastic plu;s at
the back ar the cabinet. Zf Vau have zn RC-C
model, tne ho1es are not plu~4ed.
Z. Place the back ot the controller onta your
mcauntin; surtace and mark the holes with
a pencil. [In some packages, atempiate Ls
praitided )
3. Drill the holes and mount the cabLnet,
instailing the two tap screws first. The
hardware uou neec€ wall vary aceordin; to
- - the kuld of mounti.ng surface. (Ln sarrie
paeka~es, hardware is prt~vided,)
RC-AB Step 3 hAounting 5[ep 1
' ya
~A
l~; ~ ~ r` r_
s',. ~ w,a., ~?4 x~-i-~~F s~ayi~~, v~
M1 i..~sa~ .
sr 4 • iS`.~g. ~ =~;"°.,iii~"n~ ..M4- : s
T. w~--_' _~i Co4,.. • .
Y~ ~ jr~- _ , ~F~i:~:•~j,~'Y _ _ ~D-- , . =~i'-l'r~ 0. r
. ~ ~ @ • -•-_g ~ ~ ~ J r~ ~ 5 i f
4 s i
tl
, ~ ~
"•g~-
'
^ - ;o~~'~ iC'~3?'_.,-,
._a_ _ • _ _ ~L _
Chapter l: Installation (cont~~~~~~)
Connec#ing the Cantrvller use by a 2-ivatt solenoid, three ualves per sta-
tion mav be used. If the r~aster valve is tn use
~
Tnere are tsnao types af connections you musE by a thermaP hydraulic or an ATH adapter
make ta your RC-C or RC-AB corntratler• valv e, onlv two valves per statlon may be used.
• connertiDns to the field valves and
• cannectians ta the main power source. Important: The wires you use to +connect the
cantraller fa the field valVes must be approved
If yqu have an RC-AB madel, you ma;~ also inr ur~dergraund use. 5ee the Flain Bird eatalog
~vr.sh to eanVert S-pragxain stations tcr A-pro- for exact w"rre specificatians.
gsarn sfaEions. 'mpmrtant; Do no# inStall the vaive wires in the
sarne co~duit as th~ wires to tt~~ main power
This see~vn c~f the manual cc~ntains i~tr-~rctiar~s sowrce.
far each af these types af connectrons. A wiring
rhart is induded an page 12 and a winng dia- Tca connect the va1Ve wires,
gram is provided Qn the inside taf the conlroller
cabinet far easy reference. 1. Feed each valve wire up Laraugh the large
hole an the bottom of the eontraller cabinet_
Important: All wiring must be instaffed and eon-
nQCted in accordance vyith lacal codes. 2. 5tnp I /2rr (1.27 cm) frocn the end of the
valve wires. Canriect one valve wire from
each valve tv the approprzafe stateon wire
Connectians #a the Fiefd Yalrres ❑r stalaon tesntinal (dependirzg upon the
controller model). Lf yvu are eonnectizlg to
-
The cantroTler provic£es 25.5 Vi4G output for station wires, s#rip 1/2" (1.27 cm) £rom the
the stafian valves on the RC-C and 24 VAC ouf- end of the statian wires and use wire nuts;
put For the station ►ralves on the RC-AB. The if you are cenneehng tv tgrminaLs, secu.re
output 4vixes are colar-coded and stamped with the valve wire with the screw on the ternai-
stat'ran designatioris. 5ee the eharts on page 12 na1 stnp-
€ar wiring detaals on the model yvu are 3. Conrsert the eontroUer's valve crarnrrtivn
ixastaUing. wLre or station tenninal to eact► valve's sec- `
Sath 17C-C and RC-AB models are capable oF ond wire. Foflvw the instnactians included
wiFh the valves.
operating up to four Z-watt solenoid vaIves an
each statian when the master valve dreuit is
not in use. VVhen the IItaster val►ae circuit is irt
10
r " ' . w-rC'r°:n'•..._._.. e
• '•g." _ •
.
-
.
L~~tl'~ Ls:tl 1 C: LiO.~I. (L'Gii1tlI"1~1e4.~)
i
4. Record the c'adve Iacztians Far each station Irnpvrtant: Ef yau are not using a mas#er valae,
on the laIael inside the cabinet doar and the cantro[ier is a moc3el that has a mas€er
vafve wire or desrgnated pump start wire, tape
5 if vou are using a master valve ar puanp rhe end of the 'Wire with efectricaE tape to pre-
start re1au and Era~u hat~e an RC-~C model. '~ent ~ sE~vrt.
eonnect one wire from khe master valve oa- ~~~ortant: If you are using a pump start relay an
pump start relac to the coniroller's ,master amaster vaiae circuit, and an unused pump is
s=a1ve wire or terminal Coizraect tlhe ather turned on by accident, the pump may vverheat
master valve wrre to the controiler's cozn- or a pipe may bursfi. If you haWe any unused sta-
mon wsxe or terminai. . 'tions, vsre recammend that yau haVe a pressure
refief ►ralrre or have a demand switch on the
OR pump rather than using the cantroiler as the
• pump start.
If you are usung a master value or pump
start relav and vou haue an RC-AS tnodel,
connert the wixes frarn khe master valve or
pump start relay to the controller's yellaw
purnp start wires.
RC-C master valve connection RC•AB master valve cpnRec:ion
Y
r=~
r _ • ~
_ ~ :
~ r s " •
~ . _ . . •i
~
1
'
• - • 4.'.w+'f~ '~l.'n'T!:
` 'f4"dT.Y~?~~• ~~a
. _ a_...~..~.e..~~.~.,e..__ •.:1'.+v"[f~ ' c t.
I
Chapter 1: Tnstallafion (continue(i)
RC•C WirEng Griart RC-AB Winng Chart tor [lpper Cantraller RGAB Wiring Chart (or Lower Gantroller
I
5tation Calor Station Golar R[a'M 5Eat3on i Co9ar PGM
1 Brvwn 1 Prcawn A 12 Whitelfted B
2 fLect 2 Ked A 13 WFutelf7range $
3 Drange 3 Orange A 14 Whi#.efYellow 8
4 Yelfrsw 4 Yellvw A 15 WhttelGreen @
5 Green 5 Green R 16 WhitelBlue B -
6 13fus b 61ue A 17 Whi&e1YEa9et B
T Virales 7 Violei R S13 WhitelGray 8
$ Gray i9 , Gray A 19 Y+hite/VioletlBlack ~ 6
9 White 9 Whit.e A 20 Whrte/VioletlGray B
10 White161ack 10 Whitel6€atSe A 21 WhitelNofetlBrasvn 6
11 YVhittlBrawn 11 WhitElDrown A 22 1Nhite/ViQfetiRcd ~B
12 t+YhitelRed 12 Nvt Uged 23 YVhiteMaletlQrarrge ^ S
' YaIve Cpmmon : WfsitefYioletlGreen Valve Gammon ~ Whitel'YfaIetIGreen
• • • • • , • • -
trlasLer Yalve 5Isck
Valve Camrrrvr+ '1+6!lhite
triaster YalVe WhitelQrange
Valva Commvsa None
12
• . - • - w..:~;..- - -
ChaptEr 1: In~~~~~~~~on (continLtecl)
Conneeting to the Main PQwer 5ource is{ires and Ll5e ivire nuts to conrleet the
white wire to the power svurre common
After yau have cannected rhe dalve wices, yau wire, the biack wire to the power svurce
must ~onnect the eontroller to the main power lzot wire, and the -reen wire to the ground
sauree wire. Isalate khe bro3►°n wire bti■ raPP'n°
ti1e wire enci with a wire nut and wrappin-
[mportant: The wires that cannect the controller 1t with eiectrical kape.
ta the main power source must be instailed in a
conduit o#her than the one that contains the 3 Close thQ tuncti~rn b6x and install a carrdaait
liefd wire~. tar the wFres l-rom the pawer sauree to the
RC-G mQdef junction box.
The power anput wLres Ear the standard 117
volt, 60 H.zlAC transformer are biack, white,
and green The ineernational versivn 220 valt,
54 Hz wires are biack, white, green, and brerwn.
These wires ex.it the contresdler tluough the
small hole at the botkam of the cabinet.
RC-C maairs pawer ccnneetians
To canmect the pvwer asaput wires to the main ~ ~r;~~•
power source, s, ~ ~ -
1. Connect a aunctivn box to the transformer A r 1=
nipple. To do tE-tis, place the junction box !
on, then thzead a washer an the nipple.
, s
~~+Jl y y 1t } Lo 4y.~1g1y1L4.
Tw1y,pn- f2~
2. If yvu have the statadaxd 117 voZt, 60 Hz
moriel, strip 1I2" (1.27 cm) Fxom rhe ends .
vf the wLre5 znd u5e wire cauts to ecannect
the black wire to the pvwer source hot wire,
the white wire to the camnnon wire, and the
o-reen wire to the ;round wixe.
~
Dr, if vvu have a 22I3 ualt, 50 Hz model,
strip 1]2" (1.27 cm) from fihe ends oF the ,
13
~
e-r nna~'~".
• , :t'r,'r:a~ Y ,~t~i:t:. _ ~~ry 1
- «rt:~f`1';~~s.~'
I~ql 01,111~
•r~ 3~,~"k'.✓~
K': y~~c'~' c~,~'°"'3:•,
_ . . _.__.~.._Y_ ~
i
Chapter 1: In~~~~~~~~Oll (contimied)
RC-A8 mQde9
The power input wires for the 117 volt, 60
Hz1AC transFormer are blark, wkute, and
green. These wires are haused in ffie metal box
inside the controlter cabinct.
To eonnect the power input wires tr the main
power source,
1. L]sing a ghillips head srrewdriver, rernvve .
the three serews from the metal box irtside
the evntrflller rabinet
2. 5trip 112" (1.27 cm) from the ends of the
wires and use wire nuts to connect the
black wire to rhe pawer souree hot wire and
khe white wire to the crmmon wire.
3. Close the metal box and instali a canduit RC-AB masn pawer cvnnec;iqn5
far the wires from khe power souree to the
cQntrofler.
. _ r . . , r . w _
14
_ ' ' " ` "ru - , -
Chapter 1: Ii-istallat10n (continue::
Canverting Sfa#ians from S-progeam to ' conver::ng o
A-prograrn (RC-AB controilers on[y)
Qn the RC-AB model contrallers, the pins on
the
the 1~AY dial d~aWe thz°ee passible positions• ~
{lut F}s351t1QIl @l]m1Ti1te5 Watel].LRg, tle half-WaV ~~~•a•' j
aut pasitivn waters an the A-program sched-
ule, and the in positi4n waters on bath lthe A-
and B-pragram schedules.
Yaur controller comes from the factory with
some s#afiaons set as A-pragram statians and
~ ~ z~.
otrsers as B-pragrarri statiorts. See the chart on , . -
page 12 f❑r the settings on you.r controller
model.
To convert a S-prcagram station to an
A-pIogYam Stat➢onr , ~r 1 •
_ f-
1. Dn the back af the controller`s faceplate, cut
the wire on t,he top modu]e 1abeled "CL]7 Putting the Contrnller Back Togetner
WIRE FOR A-Z?AY"
.
Congrafuiarivns'. You have coxnpleted the
2. Cut the specific stativn wire or wires yau mounting and wiring of your neiv control3er.
want ta change on the Tao#tam moduie. Ta put the controller back together
These wires are al,sv iabeled "C[]T WIRE
FOR A-DA1°" and each is rnaxked with the 1. Recon.neet the wire ronneetars {one connec-
appropriafe station number. Cut orhly the toc vn RC-C models and tour connectors on
wires af the stations you want to ehange. RC-AB models}.
f'laee the •controller's face plate back into
- the caou-iet and replaee the screiNS {faur
screws on RCrC modeis and nv❑ screws on
RC-AS :nodels;.
3 Re-at:ach the eontroller duor to its hfnaes.
i~
. :r""°'°""• • • • •
w ~
i . e.r, r
..~rsFu ~ ~L r ~
i N-S'Ci~~Yd '.i• ~ r,},yK'~~~;iJN
_•~.f~ ~1. ~,3n
r-
ChanLer 1. tall~41I-01~ (cUlltlnllet )
Gheckirag the Eiectrdcal 5ystem ; Turn un the main power to tlic Contrflller
,in d pl~:Le the 4I~~~ ~iviteiz in tize C)N or
It is st ~ood idei to ch~ck thit tht controller is tL`TD -oobition on the controlier
ti% o rkin~ Znef iil the i«n zZection5 11a ve 1ieea1 11-10del ~oti have
tlladt' pC[7peCiF° Tl7 dL} tii1, _
4 CJn th~ ~_-TATTO\ SELECTC][Z dial, adlust
I Rotate the STATION SELECTUR dial (or oarh station l:nob co the ten-manute mark
dials ik vai: hzve tize RC-A13 rnodel) coun- except ;ar the last =tation on the upper CDn-
kersloc!kwise tca the REST pasitian at the tQQ trQl mautile of an1- RC-AB r►aadei. Do this
iLfirectlv unsier the STATION indieator. bv Eurniny each or the ]:xaabs un#i1 the indi-
c,tar arrow poinrs to the mark half ivav
Pface all pins on the HOL: Rand DAY dials between OFF and 20.
in the nut pasitinn bv puPlin, them out gen-
tiy. On RC-t1B models, pull pins aut to the 5 Ratate the STATION SELECTOIt aial coun-
".all the way out" posrtzon. tereioskZVise unhl Stataon 1 Fs npposzte the
STATION indicator. (IF vou have an RC-A$
mcadel, rotate an1y the upper dial.)
STATION SELECTOR dial in RE5T pasitron STATION SELECT❑A dlal in Statlon 1 pasitlQn
OFF ~AUFp RESET OFF ~AUrO A~SET
STRiIOM 5TATIQN
~
- ~
i.'•.:
• ~ ~ ~ S ~ ~ ~ ~ 1 ~ . L ~ ~ 1
16
- ,.p~;~.:r=~A
-
' f' . , '
i
i
Chapter 1: Installatioii (ca~~~~~ed)
- The contrniler will automabcaIiy take the
STA.TION dial through eacn waterinb sta-
hon and eacYt station wiil operate for ten
minutes.
If yau have a problerin with the ❑peralian of
your cortfroller, cherk the Troubleshootking sec-
hon oF this manual Qn page 27. If you have a
problem you carunot fiac on yaur awn, caL1 Rain
Sird Technieal Service at
- $DD - 247 - 3782
and we will be glad ko help you.
17
, ~
i-~
.r er' 2: gperadon
Using khe dials on the controller's Faceplate, yau can set up your RC-C or RC-AB contraller to
operate automatieally You can alsa run the controller manuallv wit.hout making changes in the
prograrrt or pragrarr►s you have set. This chapter wvill guide yau through the use oF the confralTer`s dials and Gvill give yau step-by-step
ixtstruehvns For setting up automafie vperation to suit your raeeds, as weil as ustruckions for vper-
atizzg the contraller manually and using Rauti 5hutdown.
19
. • _ - -
~ _
i
~ i • '`'~'~_1•~~,
- . '.a Xr~~
~w
i "`':,a°~.~.:G=rS~•-_ .
- r~r'`~•w4..;*t+_~'y~= t • ~
I
~~~a-ot-vel- ' : 0t~iera:'i On (cantinueti)
~
~ J.
' Familiariaing Yvursaif witn the Contraller"s Facep[ate
E ' Betore L-eLlgnnjn~ <<7 P[%77rirn or operate i-our cantroiier, take } mument ko lamiliar:2e vourselt ith
t41t controiTer't, l:tce^l.itL The tollowing page cantaina a 5livrt des[riptaun ot each or tlzedi«is znd
knobs Seet:tic instructions Lor tlze operations yau rzn pectarm be-in on pa-e
RG-C ~ 5 RC-A8
- ~ 8 - 6
_ • ~m 6 7
i _ 7
, ~ n t ~ T _ + ~ '?b ~ ■
. ~ ry
- g
~
a 2 a
- - - _ • ~ ~...i;r; ~ rr„sr,~,;~, - _ _ _
- - y
7
. /
3
t
4
3 ~
~
=F~F~
i ~
20
i _ _ z.
i
~ .
.M1•
l h~~~er 2: ~~~ratlorl (Continued)
' 1. FiOUR DiAL
Push or pull the HUCiTZ dial's 223 pins for schedulin; automatic starts nn anu haur except rrud
' night.
2. DAY ❑IAL
Push or pull the ID.kY dial`s 14 pins to schedu9e Eaaterirag ersery day or any day ivithin a two-
week range Each pin represents a?4-haur perrod begxn.nin-, ak midnacht.
3. STATIC]iV SELE^CTOR DfAL
Rotate the 5TA7IQN SELECTOR dial to the LZEST pasition to discontinue wateringi Lot3te It tQ a
stakion tQ be~ix~ ~uatering that sta~on. This dial rotates autorna~cally duririg a water cycle ~.nd
the statian rurrentlv waterinb appears at the top oF the dial under & STATION indicator.
4. STATION TIME KNOBS
T'urn these knobs #o set hpw lang each station wrli ivater. Use the OFF positifln to elirninate the
station frorn the watering schedule.
5. MODE SWITC!-!
Set the MODE switrh ta ALTTC7 ar ON (depending upon the rnodel you have) for autramatie or
manual Fvatering. 5et khe switeh t4 C]FF to use Ram 5hutdgwn wi#hout utterrupting the clock.
6. CZRCUfT 8REAICER RESET BUTTC3N
Push the ci.reu.it breaker reset butEon ka reset the controller after a shutdcrwn oceurs and you
have locater3 aatd cortec-ted the sQUrce of the outa-e.
7. Cl1RREiVT STATION IND[CATaR
The STATICJN indicakor shows the statien currently waterang-
S. CURRENTTIME 1NC31CATOR .
The TIME indicatcsr shgw the eurrent hme an the controlier's clack.
_ J. CUR'RENT QAY ,IVI]ICATOR
T1nc T.7AY indicatvr shows the cux-rent day of the watering schedule.
21
' .7.-~_ ,
. .
aX:.,
H,tr.c
;ti?v>•s. ~~'Y~a:nw .
~ ' ~`Y~~~~'-'''
~K~
r•~,~;;~,~:~
.
; C11Ca~,~ iei 0r :=.l.~i ~ i ~~1 it??ZUeu)
Setting the Controller's C1oeSc 3. Rotate the DAY dial countercluckcvise so
that the appropriate dav letter is at the bot-
' To schedule aiitomatic iviterin;, vou mus: tirst tom of the dial, opposite the DAY indicator.
set the controller's internal clock. Tu do so,
4. Rotate the STATIOV` SELECTOR dial coun-
1. With the main puwer on, place the )fODE terclockwise so that the REST position is at
switch in the OFF position. the top of the dial, opposite the STaTION
indicator. If you have an RC-AB model,
2. Rotate the HOC,jR dial clockwise so that the rotate both the top and bottom ST-ATION
current time is at the top of the dial, oppo- SELECTOR dials.
site the TIi'vIE indica!or. vlake sure that you
set the time to the appropriate AvI or PNI 5. Proceed to "Setting Up Automatic
setting. Operahon" on the next pa~e.
For example, if you Nvant to set the time to •
1:35 p.m., rotate the dial so that the TIME
indicator is half wav behveen the 1 and the • -2 on the afternoon side of the dial.
HOUR dial set to 1:35 P.M. Rotating the DAY Diai
- ~ ~
- . . r_.. . - _ - aiw ass.iw i
-
►+oua • o~ ~ avro n.m.
~v (
s
~
22
- .r.i" .r.d..
r . . _
.i+ ,
Chctp'ler 2: OptrCalt!on (CflIZCrI1L1ed, Setting Up Automatic Operativn Ta do so,
Betore settin; up automatic operation, rna4Ce 1. C?n the DAY dial, push in the pin or pins
suce that the HOU~'t and aAY dials are set to cor:espondinc, to the davs oPi whieh vou
- the carrect hme and that all the pins are iaa the want to water. Tt vou have an RC-:16
- out positron Ff vou hzv-e srs RC-A8 model, the rnodel, vush the pins half w1u in to water
pLns on the ~AY dial sF-tould be a1F the wav out. A-prog- arrti statzons: push the- pins all the
wav in t) water an both A- and 8-program
T'here are three settings vou must eornplete un stations.
arrler to set up autamatic operatinn:
C7n the HOU'R dtal, push in the pin ar pins
■ the ciavs on which vou ivant ttr water, correspranduaa to the tsmes when vou
. . would iike to starc the cuateri.n- cvele.
• the 5tart tirne5 tor zvateri~.~, ar~d "
• the amount of time each station will water. Note: You can select multiple start tirnes fnr one day
as iong as each time occurs after the corrapfetson of
the previous w2fering cyc!e
~ Pushing in the pirss on the DAY diaC Pushing iro the pins on the liOtlFi dial
-,d- a~i ~+wn a~ ~.um ae~r
L RThN lRRiK1F1
~A
.a
4Y
wr ~ ?1~ ~
~k
23
. -
. , + -~s~!~~~,4, ~'`y T.' ~itii.
" • • 'L'~':Y,m 5-~
b'kti.. H R
~ • °.^"i.~r.,:.•_ ' '4_-i_.F}'+;,,;~ [t"'
, . • ' _ . k~'}'fi."r.~•,~
. - - •'•,Yj,:&e.'u~ ,~.^'.y.
_ . . ;~ty~__. •t.-~...~ • ~45+~S~7~.r.
i , . 's+e`r~' = c: 1~'`^ •S T ti~.$
~ ' ~ ~~'ti , • _ .4
i I . _ w.t tL?1•
~ y.•:~~ y ~y~•¢~r
'-cs-•aj6 r.:.i:,.1a~
'~~ap~er 2: Operatlar1 (continued)
Irnportant: A compfete watering eyGe of all stay minute cantrollers and tEVo mLnutes on 60-
tions must last at least 20 m[nutes ta prevent a niinute eontroliers. The OFF positifln
' secand cycte beginning within the same hour. rernaves khe stahorn froan the waterin-
Alsot a compiete wa#ering cycle of all staiions sehedule
can East na tnore than 55 minuies if you want to
water on the next hour.
R[o#e: The controller skfps stations in the OFF pflsi-
important: The last s#ation rsF the upper con- tion and immediately advanees to the next siation in
troller on RC-AS models cannot be used tor the schedule.
waterir+g and the pre-set factory time on that s4a-
tion mc~s# no# 6e changed. 4 Praceed ts~ "C3perating tlie Contraller" on
the next page.
3. Tum each 57ATION THME ~`~C713 to the . •
amaunt af time wou want to water that sta-
tion. The first dat is #he mirumum tiane set-
ting and represents three mrnutes on 30-
' manute controilers and six mmutes on 60-
rninute controllers. The nofches between hash marks Fepresent one minute on 30-
Turn€ng a STATIC3N T[ME fCN[?E
w,.
oFF ~ AC.fTao fiESET
TAT1~1=
.
9 ~
~
t {3ti
f
24
I
_
i " .
- •.:i.~.::.t.~~.w,---
Chapiei' 2: '~~~eratioii (continLied)
Operating the Cvntroiler f3perating Manuaily
Qnce vou have set i.zr) the cantraller ior auto_ Yatt can sirater a staiion or stations rnanUallV
rnatic aperatkon, usin- khe cflrttroller is easv. anE- time ti-ou choose To do so, .
YOtiF mav choose to operake at compieteiv auto-
maticaLlu €~r to operate it rr~anua1L% trom tame kn 1 Rotzte the 5~':~T1C7t SELECTOf~ c~izl ~c~~in-
- time. When vcaiLi operate it manuali4; 4au dan't kt'_fClOCkw15E Llilt1~ thN SEatIoR vou cvant to
have to disturb the vro~rammed instruc~ans. ~~rater is at the tap ot the dial, upposite the
STAYION zndicator.
Operating Autamatically
The stahan yau have selected will nperate
To operate the c4ntroller autDmaticallv, tor the kime set. The remaani-n- stations will
tollow atter the seleeted station tFniil the
I 5et the _NIUDE st.+iteh to :3L'TO or DN, STfITIOZi dial is in the REST positron
dependin- upon fhe model you have.
The controller tid=aters automaticallv accord-
- irtg to the schediale vou have set
MpOE switctt sei to 6,UY0 RatatEng the STATION SELECTOR dial
- - - ~c• a+Qwro aesn
oFF ~ num
• srAnoN
.3gr ~4
_ .~f~R wi'~v: L
~
- I - -
. ._a ,
.
+ !
r~ ~ ~ • •25
. ' ,
. . . . . ~ }~F••~ tir~t.a'~ a „E~.
~ - • . . - ;r:•t'+~..:• . _ ---,-.rrcf: 3..rrti. n.,sy s , ~i~.:i• ;
, " . s;~~ ti .;4, , i-~A•~y a e~
1~..-'S"` ` . ~ •~Jp~~rR~~~~ H r~ tr a~
- _ - -~~•`~G.r~" .y , ~ rt - 's ~;~;r «y£~'r TM~~'r' w. ~f
~=-L:,.::
I I ' - • ~i~?,;;;~:acLLc=r.~*'ix~s~[ i ;•tiw.r+;7 i~; ' ;
r,.u,•.~.~~-r,a• `srti_•.: fr~,:a..y~"'i y~ .
. . , 4.'` F'N;~r~•, ~~~?q'j t1,yy y'~y~?
t1X ~
I ~ . . . . ~~__.s-..-a~ . ...`.i7:E~r::'.~'.'r.::6~^T~~i`.~`w'*S~y.Wi~~ u+f~-+' ~A'~
I ~
i
i
~
, Chapter 2: Ooerat1on (Cont1nzted)
;
i
I
~
! Us9ng Rain Shutdown
The Rain Shutdown setting all4ws vou to shut
dotvn the contraller temporaralv without anter-
ruptin~ the eontrc~Pler`~ c1QCk. Ta use Rai-s
Shutdawn,
1. 5et the NiDDE switeh ta C3FF
When the cnntroller is in Raui ShutdotiVn, it
will rtot aperate autoFnatically or rrzanually.
MoC}E switch set #v OFF
f]FF ~ AUTO
~ a.a e~ s•.- , $TI~1]
~
~ Y.
ra:=~se
c
~
-
,5 .
!
26
- .w . Q . ~H•r=:s:'-- _ .
. . t'r' • • •
• ,
~ .
i i
I ,
/ ! ` / o "
r
Arobiem: Tne contraifer's clock has stopped,
Solution: The circuit breaker rnay have tripped or there may be no power coming into rhe con-
_trflller. Push the RESET button. If the contraller's clocic stops again, eheck the swstem cir-
cuits APso che-ck the liste vQltage and cannectians
Problem: Ttre dAY arvti Ff0lJR dials are tunctiesning incorrectEy.
SaTutivn: Chec'k to make sure that the rlock is set for the cnrrect i-ime Alsa check to make sure
fihat t.ae pens on the HflUR and DAY dials are set cQrrectly and that the total watering
~ cyele time is na less than 20 minutes. A1so, if vou want to water on consecutive hQU.rs,
make suze that the total cvcle time is no more khan 55 minutes
Problem: The QAII and HC}UR dials functian, hut the watering cycle will not star# aratQmaiically.
Solukion: Check to make sure that khe NfQDE switch is in the AUTO ar ON positinn, depending
upan the mar3el you have.
Prablem: The contrailer restar#s immediately wifhesat stopping in the REST positian.
Solution: Make surre that the tata3 cycie time ns a# least 20 minutes (fhe rninirnum a1[awable tLirte}.
If Ehe total cvcle tirne nins intv another start timme, adjust the hour pins or chan,e the
tatal cyele t~ne.
2r
. -
. . ~-s 3~'~r.h•7m~^~~•~~r_ iy:~.•-°:;r":1~'+p,'r "^'s--w'~
' :4AZ '~.fi~~
' . . e~rrf;:!~
.i'~!' yv. ~w~'~...r . .a~g • ,'c3•
° _ • ; ~ti. ~-~_-r}, . t,
. j...s_
. , . . _ . ~ ~ . til' • ,~~4 y
~ - a~~• u=
• • r~M1 ~2i. Fs'i°• ,~"~}i~^ I•
- . ' 'v""r d~i'S~ ` e;%r~ ~.d
. . . • ~i;":"` ''ti.; ~:.r~'t~ r_.:. ;ti-~n;` ;+r~t..zc.~' ,
' - . - _1.a. - v. ~ . ' -'_..J____~~~:.~ "''i,'S~ :•~'`:r~-~k'~~ y ~':1,{~?'~e~ . ~ ~
z
_ TrQt1blLSh4]~ting(contintred)
Prahlerin: Snrne statians will not operate.
SoIution: Make sure that the station time is not set to OFF and that khe tirne is set ko at least three
minutes on 34-minute cvntrollers and six rninutes an 60-nni.nu#e conkrollers. Check the
eonnections between the controller and the valves and check the valve actuators.
Prabiem: The STATI(]N SELECTOR dial won't stap at a sta#ion that has time on it.
Svlutiarr: Make suxe that there are at least three stanutes set for stativns on a 30-n-ulute controller
az►d six minutes for stations on a 60-rsi,nute controller.
28
_ _ _ , ~.L,.ks~r .
- _ . • ' - - -~~.cr ;i ~ ..T';`~a'
. _ • - °i'~°f s(' _
t~•. r _ .F n i
-
o ■ o Terms
• circaait baard
one vF khe etched, c4pper clad sheets oF ansulatung materlal ontra which electrozuc components arad
, termuiaFs are assembied. Contrcrilprs cantairt sircuat boards.
• controlier ~
a deuiee that sends a 24 VAC power sigraal t¢a tne fteid solenazd valves.
• manual
requanng user iatput, sather than being automatically perforrned bv the d'C program.
- • master valve (MV)
a.n eiectnically operated valwe loeated on a svstern's mam line thafi controls rhe €lodv vf water ta a11 other
eleetric and rnanual valves downstream af at.
• rrtaster valve Gircuit
an eleetrical cireuit lQCated on many conkrrlIers used to control a rnasker valve ite~ardless vf z~vhat
station is on at the cQntrolPer, the master vaTve s~rc~it produces ~=oltage tv control the rnaster valve. 4'hen
_ a1T of the staticarrs can the controller are caff, fhe rrtaster Galve cirruit turns oFf.
■ EtC-A$ controller
a stand-alone eontrvIIer apparapriate for resicfential or commerrial use available Ln 18 ar 23 stativn
capacitv wirh dual pragran-Ls.
• RC-C contro6ler
a stand-alane cvntroUer appropnate for residential 4r commeraal use available m 4, 7, esr 12 stativn
rapacity. .
• svlenoid
a portian of a fieid wadve that receives a 24 VAC e1Qctnca1 eurrent frprra the cvntroller.
• station schedule
the watrenng sckseduie For one af the stahons controlled &ay the carttrpiTer
■ vaive
a manual or eleCtncaily opesated device used to control tlow af ivater irs an Frrigation svstem
• vvater9ng cycle
the eQmplete cycie of wacering fvr all stations contrvdled by the controller.
29
'
, ,•r+ . _ ;e•;r -F.~~;rd. , , ~r
' ' , • . . ~ f r k;:.i:♦ ti ° W._..N .s ~}:i: ~
' . ~ , ~ r:: :.'w_~.: i °~i"= t;~.-;-~.,~_. , - ':li . ~ : a'' _ _~fr~ rl'~ : ~ . • .
, - _ . `i'•:y .:o~.. '-t~; 'R•~ E~ a ~C":.'!,
. - ' • ~ . ~ . _ , ' . .riw , ~'~'~'..*~_:y~ a-. ri ~£i~-,+~,v; ; `~'a°: ,
. _ ':r: - ' . . : - . ~ r w~,s•.*~~r~ y F Ff~•'~ x,~•
p'M k_~ •:N~ ~d 1R%~~YVt+.i-~L T..
. ~ ~ - - ~ ~ ' . . . - (r"» 'j~i.:r.. k P'`~~~`:'~"N: ~~~i~.L°,s~
ni~:'s:y
• e Info ■ `
- In the unfikely event thfs equfpcnent should maifunction, ail repairs shouid be performed by an
authorized Rain Bird MAxICQM Authorfzed Service CenteE.
~ Fflr anformaifon on MAXICQM Auihnrized 5errice Centers, contact Rain Bird at:
,Ttain Bird 5ales, Znc.
Turf Products
4251 South Country C[ub Road
Tucson, AZ 85714
Phvne: (526) 741-6100
Fax: (520) 747-6346
~
Rain Bird 5pecifirations HotTine
1-800-458-3005 , .
3(}
: ' " _ _ _ _ _ _ ,,,T-.i - Y = _ ` ' . ~ - . r- . r- • . ~ " _ „1-~ . • 'i _l~}.~: , _ -l+.?-. "l~ ~
- . ~ ~ ' . _ ' '•R• . :A.~ r - , .
ti-1 .
Qdck . . • .
Setting the Clocfc Operating Automatically
1. Turn the IMODE sivitch to OFF. 1. Turn the vIODE switch to AUTO or ON.
2. Potate the HOL R aial to the current time.
3 Rotate the DAY dial to the current dav.
4. Rotate the STATION SELECTOR dial to Operating Manuaily
REST. 1. Rotate the STATION SELECTOR dial to the
desired station. '
Setting Up Automatic Operation
With the time set and all pins all the wav out, Using Rain Shutdown
1. ?urn the MODE switch to OFF.
1. Push in pins on the DAY dial for days to
water. (On RC :AB models, half ivav in
waters A-program stahons; all the way in
waters A- and B-program stations.)
2. Push in pins on the HOUR dial for times to
water.
3. Turn the knobs on the STATION SELECTOR
dial to the amount of time to water each sta-
tion. . • 31
RAIAV~BIRD M T
r~&€~w~a ar fvao~,s~fci~vwu wr,»s,wtvrn~ ~j °ASTER P`p~ ~R1'~f'S LISY
:
MANLTAL VAL'VE
Catalvg Na.: 505
- 2-PTECE QUICK COUPLERS
Y j # 33RC 33NP 1# 33LCR Date: Zl9~
# 44RC1' # 44 NP1 #44LRCJ # 551 # 561 # 77 , Page: 2 of 2
~ . ~
• r
~ ~ ~ •
~ ~
Q
~ ce- S ~ , ~
ce- zi
~ orf kar 5Me 18
r i
17
• ~
Ra~N[~aaR~ -4 .
~ ~ y 19 L#~ ,
-3 a
L ~ ,aa ° T
F B -
r~ #33RC #44RC
#K33t+IP #441VP
' Ref. Part Oescripiivn #33LRC #44CRC - #55 #166 #77
coveR As~EMBLIEs
I Rubber CQver tRC-rei:owl 206952-09 206954-01 20695"1 206954-01
2 Loc,king Rubber Cover (NP-Red) (207250-01) (207251-01) - - -
2Lar-fung Rubber Cover {NP-Purple) 207250-02 207251-03 s- ~ - ~
3 LoclEing Ruhqer Coaer (LRC-Yellow) 247248 247249-01 , 10
4 Melal Cover - - - - 208432
S CDver 5pring - - - - (201252)
6 GcsVer Fin 245174 206252 206252 2a6252 200594
Lodcing Cover lCey {#2049} {Not Shawn} 006401 I706401 - ~ -
YAL11E AS5EMBLlf
7 l]pper Body 200204 200208 200228 (2oU246) {200262) J
8 Lack SGrew 200187 200187 200187 200187 20a187
9 Flang$ Packing 20018$ 200209 2002$0 200247 (200263)
~
1a VaIVe Cage (A) 200503 2002i~7 201614 {200248} (200264) 12
11 Spnng (A) 200502 240211 200232 200249 204265 I~
12 LouverE3ndy (200191) [200212) 4200233J (200250) [200256]
13 Buna-N iDisC (A) 200192 (14) 200213 (A) 200234 (A) 200251 (A) {200267)
14 f]isc Retainer (A) 2(]0193 (A) 200314 {A} 200235 (A) 200252 4p7zaa2s8
15 Asbestos Washer (A) 200194 (A) 200215 (A) 200215 (A) 200215 (A) 200215 13
16 Retainirtg 5crew (A) 200195 (A) 205805 (A) 205806 (A) 2t)f}253 {A} 206253
14
VALVE fCEY AS5EMBLY -B5P -s - 813401 - ~ C7 15
VALVE KEY 145SEM6LY - NFT 5118(]1 B12401 B13301 813901 [815301]
13 Kep Fiandle (201635) 200243 200243 200243 200243 ~ `j ~
18 Key Body (200206) {240224} (2f30242-01) jF04YF60J {204274}
19 Pan - 200226 200226 200226 200275
(R) Included in Repair Kit 204146 203747 203748 203749 (203750) ~
_ Note: Part nurazbers enclosed m brackets are nat aVailable 'rndividually, 6ut may be sold itt assesnbiies or kits.
G CCSPY[tdGHT 1941
RnrN BIqrasPRIVKILR IIYS[YRE QUALITY - C15E QNLY CENUI,VE R.IIN 6TRD P'ARTS
hfFG CC1RP
s
uick C I VA I v..e
9up ing
. , ..a.w~, •i i` _ - ' .
_ _ • - ' . .
t.
i
~
S
C
. ,
_ 9~ ry~ . . .-.y _'~~rr'7Y,!" o-~:+~_ A,~~i• ' '
• 'F'• . 5- _F' .~y~`It~.'qw - ~ ;y'~.^¢a.. i~
c J .ti v rN y3: i y-• ~Y '~4 Y~.
i ~s i- N il-y Quicl~ ~OUpIirij valv
Whenever quicls access arno a pressurized [ine on a golf [ourse or IaRd- • .-•Flesvydiwty Brdss Cc~nstrdretion.. _
scape project Es necessarry, rnothirtg is.better suited than a quick coupling Avaiiablsiih economica!`one-piece design
valr►e.lNhether the appfication caJls fnr a fast xvash dawn, clean up, chemical nr easy tv service twa-piece design.,'"-;-
mixing, or auxiliary wratering, the ehoice of prafessionals is the quick cmu- • lntemal Staincess 5teel.Valve 5pring.
pling valve. And no Dne offers a mare camplete farrily of quick coupling 'Corrosivn resistant for long_life and
valves than Raan Bird. reliable perfarmance.
Fiugged, dependable, and Eang lasting, Rain Bird quick coupling walves - .ChQice ot Corsers. Daarable, metal cover
are designed tv meet #he rigcaraus demands of galf course superintandents with s#ainless steel cover spring, ar easy
and grouncEs maintenance professionals alike. Construcied of heavy-dury to locate red or yeqaw plastic oovers.
brass and featuring cQrrosion-resistani, stainles.s stee[, intemaJ aaive springs, . Vandal Aesistarat Lacki~sg Caders.
these quick coupling valves are buift to l~t, and each is backed by the
proven reliabiii#y of a company v+iitFr wer fifty years of irrigatian experience. Maximum proteciion in high visibility
Ghoose'from meta,l or plastic, colared lids. Single or two-pisce bodies. Iocatians.
Laefcing nr nnn~locking covers. Flow rates up to 125 gpm. And even speciaV •"Da Nnt Dcink" Satety Warning
effluent water modeis. l.abei. Red oorrer is ideal for non-potable
- 8uality. Reliabiliry. And selection. Three good reasons why Rain Bird quick and effEuent water appiicatians.
coupling valdes are the choice of golf course superintendents and turf • Cvmple3e Line of Accessaries.
irrigation rrianagers. Valve Keys arod Swivel EIPs tn rr7eet
' any imgatfon need.
RAIW*BIRO,
ti
MASTER PARTS LI5T
. . ~r~rra~n sr ~r~ssrowwu ~vwrac ~ i
MANUAL VALVE Catalog Nv.: 505
~
1-PIECE [l[1 [+CK CC)UPLERS ~
Date: ~1~5 ~
# 3NP l# 3RC; 3LGR
~ Page: 1 Qf 2 #5 NP 1' # 5RC 1 # 5LRC 1# 7
-
PF
ce - -1)
~ C7-
JA -z
~ {Wo e
~ - ~ 16
~
~ 15
~ I 9
~
Qti]~ • ' '
~ C:: RA1N SlRD t
srr 6L EHG9Rd
~ G ~ t ca~ a - 4 . .
-3 4 406 us aa ~ 17
~ 5 #3RC #5NP
#3NP #5RC
Rel. PBrt Descnption #31-RC #SLRC #7 COVEFt ASSEMBLIES ~ 1 Yellow+ Rutsber Ccsver (RC) 206952-01 206954-01 °
2 Lor.kirsg Rubher Caver (tVP - Red) (247250-01) (207251-02) - ~
g
2 Ladcing Rubber Caver (NP - Purple) 207250-02 207251-04 -
3 Lacking Rubher Cover (LRC -YeIlow) 207248 207249-02 -
4 Metal CaVer - 208412 -
5 Caver 5pring - (201252)
e Caver Pin 245174 206252 200694 ~
Lncfcing Cover Key (#2049) 4Nat Shawn) D06401 , 006401 - ' i
IAALVE ►45SElN8LfE5
7 Valae Cage (A) 200603 201612 200288
8 5pnng [A] 200502 20[}232 200265
J Gasket 200504 204278 20€1287 '
~
10 VaIwle Body (NPT) (206596) {206801-01} (200286)
10 Valve Bgdy (BSP) T (206601-02)
11 Bursa-N disc {H} 200192 (A) 200213 {A} 200251
12 C}isc Rstainer (A) 200193 (A) 240214 (A) 2{}4252 11 ~
13 Asbestos Wa5her {A} 200194 {A} 200245 (A) 200215
14 Retaining Screw {A} 20o195 (A) 205866 (A) 200253 12 " Q
VALVE }tEY AS5EMBLY - BSP - B13401 - 13 ~
11ALVE KEY A55EtN8LY - NPT 811201 813301 B14501 14 ~
15 Key Handfie (201635) 200243 200243
ys Key Bady (200205) (200242-01) (200291)
-17 Pin ° 20[}226 200275
_
~ {A} Included in Repair Itit 244146 203747 203749'
Note. ParC numbers encloseci in brackeis are not available indtvidualIy, but may be 5Dlsi in assemhiies ar kiCs
0 COPYFUGH7 i94s
RAI4.6IRDSPRIr:HLCk IN5l1RE Q[]ALITY - USE Qi4fGY GEN[dINE RAII'+t BIRD PARTS
tisFC cORr '
- , ' ' , ~ , ' - _ _ ` _ , ' ' " , ri ~ • , - ~ ' , - . .`Y Y . ~__.,P,~r ~.k.-~ - _ _ . , • - `
. rr~;n:- . -r•.'y - _ xs....p' - * : ~ ~ : .i " ~ ~`r-~ ' _.i- e ' f '
' ~ ~ - p ~ l ~ « I. 1 ~ ~ ' " ~ ? . S Nf . . • - . . h f r
:.-,.-.,~F~• ~~'y~"'A~" , r ~t,~. 5;'- , , ~ -+Y _ _ . . y.:,~
r.; y`~y s ~~J~~+ ~ ~J•'~~,~` ° ' FY' ~r - _ _ . . y `i 'e a: Y - • i. ' , - .
~ -W.~?f' ` - ~ . - i~ , y~ _ ~ ,~1•: - -4 . . ~
. ~ y •t ~ f :,k ~ T - . : r"i, n ' '"'kj e
~i.C' ' Y`' ' •f' ; iaa.^"-. ~~q4f~ k ' ^;•*v s ;'4 ~Y w~.s'~ ~bo4i ~rW i ~ti.~ . ° ~ -
~ • ~:fy- r:: ~"~"s~~"a : r . '~a~ { ~a~s5'r .'~f~ ~ ~.~'t.::~'• . , w
,n•~~ • ' .~---3~~}. • -r ' r• " • . . y ~ ,
■ ■ 1 - ~ ,w~ y`~=' • r : ' - . '
_ • ~ .T~ .p .~E`e•• ~•W e. - ~Fa'
{s _ T°~ Y~ e -l~~f E~1T •9 y ~ M rY i~~ ' _ _ ~~e' as"°i~8:y' ~'~y f
~a p~~+ r` 6'~+" "
''~t~ c. fr Ye ;y
` A~ ~o- se ix~vc
~
't • ••~s ,,•i,
'
~ - . ~ r , ~ . . . - -
t t . ...~..,~.e._
r~.
a ; . . . d., z..:. - _._=t - • -
' - - _ _ -
i. y
~ . t 1
~`~►,~x,~~',°~', x, ~ ~ a
.~r. ~z ~ ~ ° ` ~ _ ~~,r^- - ~',•:;,~'r ' ~ 1 _ ~ _ ~ - _ _ _ .
Long Lrfe and Easy 5ervrcing
Rain Bird's D115eries of valUes-an apen and shut ease far Rain 6ird irrrrovaCron
The rrew f1V flQw cantrol mQdel feafures pressure-assisfed thrn[tling for frrrgertip
cQntrof And fvr adlu5tment at high press ure, it has a Cor+venrent 5cr'euvdriver sIof,
Dnce the f1ow control r's sec yau stifl can manuaily activafe the valve with a quarter
turrr of the sQlerrord
Every C1V valve boasts a convenrenC orre -piece salenoid arrd spray-free interraal
, rnanual bleed, plus an rnrrova[ive balanced-qressure design tnai rncreases
draphragm service life
' The DV Value fram Rarn 9rrd-a valve so advarrced, rt"s srmple.
I , RAIJYqABJR-ID
' - PNEFERIiED 6YPFQFSSSIQNRLi kYOFLDWlDE ~
~ -
~
~
~
. ~
~ F1a ~,a e or -
; C►o ~ trof ~ H2
~
1
E~e Raf
leed , ~
~erevv
r
Saierroi~
F, , ~ilter
,
90 Mesh .
Dia,~hragm
F►d~er ;
y
•i
r~
~ ~ Pr'rQr ~la~v
'3 ?
Heauy []uty
Plastic iL :q
. ` gody~ Brr,~a-~! ~liap~ira~m
F
. .d
Threaded
or 5lrp
ConfiguraFrQns
• : , c a
~ I
R.Al*~kjl&IRD MAS~r.~R P'~`
aan er swvr~ssiarArwLs wwvaWo~rrar e L~ ~r L~~
I I _
i '
ELECTRTC CC3NTROL VA►LVE +Catalag NQ.: 602 ~
Date: ?I95
75 DV l100 DV 1100 I3'V-F Page: 1of I
~ .
, 2 ~ ~ - 10
3 ~ -B 4
11
7
9 ~
r
Q -
~ C> -12
a
C~
6 $
Ref. Part Descraptian 75-Q1I 1DQ-aV 1 00-DV=F
1 5alenoid Repair Kit 208588-01 208588-01 208588-01
2 SoIef]Ofd Q-RIng AS 021, 70;A 209502 2095412 209502
3 Solenaid Frlter (210073) (210073) (29 Ofl73)
4 8ennet Repair Kit (Fiow Control Versoprt) T - 209398
5 Flow Control Handle 20$393
6 Bonnet Assembly - - (170170)
7 External 6ieed 5crew - - 230331
- 8 Bannet (20$288) (208288) -
Diaphragm Repair Kit 290746-03 210746-03 210746-03
9 Bonnef Screws (6 required, F irr repair kitr.) {210295} {210295} (210295)
_ 10 Diaphragm Sprang {206944} (206944) (206944)
11 Diaphragm AsSembly wlFiIter (170353) - (170353) {170353)
3 Sofenaid FiIter (210073) (210473) (210073)
12 Body N Pfi (208465-03) (208771-01} (208771-01)
12 Body 8Sp - (2(}$771-02) [2E7$777-02)
12 '8ady Sfip x Siip {208771-03} (208771-03)
~
- Nate Part Numhers enciosed in brackets are noat avaslable individuaily, but mav be sa;d in assePnblies vr kzts
eeOP►•tuGxar issi
RAl,Jk31RA5PRlN'KLFR lNi5U RE Qi.]A LCTY - USE fJ[V'LY G CNLIIIVE R:11S° L31fYL3 f'AfZTS
l1~~', Cpf€Y
~ACrS
r
i
I v A L v i ~
GVabe/Af1gle
A • A T 1 0 Schradec valve (less gauge) csp#ron
• lnlet pressure must be 15 psP
Comrnertial greater than desired autlet pressure
Anti-Cvrrramirratron ~
Field proverr irs thausands of installa- (102 modeJs)
tions, the Century Series, with rts .Electric vaPves with 150-mesh
mul€itude of aptioras, has established external control-water filter and
, atrack record of rehabfe performance 3-vaay solenoid
under the most challengmg conditrons . Non-continuous metering systerci
for dirty or effluent water
~ i S IZE S: applications
5mall exchange of cQntrol water
~ 1„ 1 11~", and 3" plast~c model~ allQws rriinimum fdter capacity
F E AT URE 5 • Control-water filter allows easy PerForcnance external serviee
• Flow range from 5-300 GPM `SeIectable normalfy opers or '
• nQrrnally closed mode •Easily seruiced without removal fram
Pressure ~ange frc~rn 1~-150 psi . W~,rking pressure range from the system
• External or mternal man~a! t~fee~ 1'Q_l p~ psi
• Brass flowcontral ster~ (2" and 3" ELECTRICAL SPECIFIC►47lONS
models) Hydraulrc,4ctuatian (200 modeJs) - 5olenoid 24 VAC
• Flow control allaws precise flovv . Narrnally apen, hydraulic opera4ian . Inrush volt-amp- 24 4+AC-11 50 VA
adjustment and manual shuroff for use with hydraulic cflntrolTers . fnrush current: 4 amp (102 models
Pressure Regufation Option • Brass compression fittings arcept 48 amp)
(703 madefs) 114" C3.D tubing . Halding ualt-amp 24 VAC-5.75 VA
• Eleetric operatian Quality Cvnstrutticsn •Holding current• ,2 arnp (102
• 5elf-moduiating pressure regulator . C;lasS-reinfarced, nylon bvdy with models; ,24 amp)
maintains constant drnwnstream stands high temperatures {J PTI 0 N A L ACC E 5 5 0 R I E 5
pressure within t 2 psi csf pressu re . Nylon-reinfrarced Buna=N d:aphragrn
5ettin9 • Encapsulated Weatherproof gauge and regulator
s~lenD~d y
• outlet pressure regulating range . MoEd@d bi'a55 Stud5 dIIDW pQ51Clv2 spring (SPK-100)
from 20-100 psi with 0-1(]0 psi bonnet attaChment
I FLQW RATE-GPM I
M~I t 5ue Gfile 10 24 3a 40 56 610 70 8d 90 100 110 120 130 190 150 175 200 225 250 275 30D
G1~'l 4.20 3 k 7 ~a 4.Sf} 9~.9G ~ m
~
1' G 16(} L3U 3.~ 5~0 7.00 9.20 11 70 14.40 17 50
Cen}ufy ~a YA 130 160 2~ 4~ 530 7.10 4pp 191~ 1330 ~
Sef IE5 G 2.10 2 74 3 30 4.4n 4.86 5 60 6.50 7 56 % m
a~ ~A 1201160 7.00 240 180 3 30 3 90 4 40 , °
3- G~~ 250 300 410 530 67D 830 ,o,o ~
1.9012 aa 3 30 4.30 5 K 610 s 50
~
1} When des+gning a sys#em, the industry standard fvr flow rate uebcity through pipes and
fittings is 5 FP5 NM Ha~Ie I~Ig~ion
2) F~ressure loss data is dernaed frgrn vaMres irtdependently tested by CIT, Fresno, CA A James Hardie-Company
27631 La Pat Road, Laguna Niguel, CA'92556
(80[]) 634-TURF Fax (714) 831-321 2
See back page for Modelsftw To flrder
Brand: Hardie"
Series:
_ Q °y Century
A-11 Model Numbers
100-1
Q o ~ 100-1.5
100-2
100-3
Q ~
~ . ~ 10*
~
I I
1- -f
_
100-1 100-1.5 100-2 100-3
• REF NO DESCRIPTION PART NO LIST ~ PART NO UST ~ PART NO LIST PART NO L1ST
31T I 1 24VAC SOLENOID ASSY 60HZ R811-24VACG 9 20 R811-24VACG 9.20 R811-24VACG 9.20 R811-24VACG 9.20
.u:.H. .•~s~ !~a~",..~:_v
30 .~,~~BL1f~:.3 ;~~"R=?0()t 9.U0~ ~ 'Rr2001 9'00'' ~R=20U6~~ 26.2Q: ~~"R-2006,t 2620
~ I 2 BONNETT ASSEMBLY (R.W.) R-2001-13 11.00 R-2001-13 11.00 R-2006-7 26.50 R-2006-7 26.50
, i # , ..Y~_..,.~ •
~ ::1:29:J552. ~29
35 ~ME~I 63pb[}'~~BLY'~,,l~~R 5$
~ 4 - a43r•. iJ, . ._rei.. :.c.~ ~3~'r..6i..r.:,.....f:..:.:..
4 STEM ASSEMBLY R2862-1 3.75 R2862-1 3 75 WA - N/A -
~ SS ' :G.."1Lt.]L:.e+a.Mt i.iW.F:.tf.V1
~ 5 0- RING ` R688701 .11 R688701 .11 R688701 .11 R688701 11
IS ? ,R606902 Z-7;1 10y R606902 ~--1 0
7 0- RING' R1631 ~.18 ' R1631 .18 R1631 .18 R1631 18
r;~' •...~,;..-,~r--y:',-•:
18 :18, a;~s;R1054;~?~18 R1054 y~18 R1054~ .18
,,..z.s ~ ...<s~._1:...u..._..M... -::.~:_.u..:.~,~: ...e•..~ ...;...Y_:
fs~ I 10 DIAPHRAGM ASSEMBLY ~ R-1308 6 50 ~ f R-1310 7.90 • R-1312 37.35 ~R-1314 38.15
- _ . ti g,vn•:•.....~ . Z~,e: r
15 }~,t• ~~SEAT ~ _~.44 .,R1059 .64
, 1
12 REPAIR KIT SPK-100-1 17 20 SPK-100-1.5 17.20 SPK-100-2 50.90 SPK-100-3 60 60
55 ~A
r -Y • WA ~ WA
59 n~;'~,~~INCL`!!U~ ,,1.~0T°~,~._ _ _ , ~ _ , . . _
i0
- ' List price per indivrdua/ unrt.
U.0 uL
r ~ .',iv" x 1 3i.s" LC]CK 6OLT
4 ~ r 91[~ COVER (8-iC7AE) 11V {c~~sonal] •
T, 1'f,s LB.
pAFiT 910•2 FEI~PE ~ C~~~= ~!F i
{Non BaIR}
PIaFiT 310-2S HDPE _
('Lock Salt) _ ••Z;
i - •~~y ~ .
IVIAFYKIPJ .P' •7'
~
gvs ' QIrL. ~
TV1Ia5T LOCK
1Q" Oi.k
~ v ~ • ~ `
r_
910 aOQY tHaPE3
WT. 3 Lb.
PART 910-1 ~
- ~ .
- 31/2.~ x 1 sh"
KNOGK Ol.l+' -
~ [apttona~l ~
~
Ci,A
7..' DaA.
MOQ'EL 910-12 (tVON 8vtT)
M OQ EL 910-12$ iLOGK BvLTl
GR=E?d 4R GREY
~ RE;l. 211181 PaT Ha. +06= BLaC'r4 t3AJ 5PEG3AL 47F1CYER
. ~
V~RSON
INDUSTR1ES
a
lNC. 1925 "A" Stree: ! a veme. Calitcrni,~ _ r 2:Z? ~w~~ (714) 596-1988
a..~ :.r• ~ * ~ ~ ~
~ • ■ - •i ~
; 1419 Poiyr ne: Cnnc:ete Covea
Weight: f'alyrner Gancrete 27 t1as.
Part Na: 14101-3R 10 1/8°~
~
~
. u {;i 1
u !
1419 "'`'`ag
~ ed Ccver tff~ii il~ ~ lIn° r- ~~it I
~ Weight. HD~'E 3 1'~s. !~II ~illr~~~l~lfi `
~
Part Nv: 1419-2 Nvn Bolt
;?1
, Part ~fa: I4I9-2B Bolt Down ,i I~ t3~=~,
I Ly~ i~ ~
1419 Me#er Recdirng Caver y~;~w ra~r.•
~ • ~
Weaght: HDPE 3 Ibs. ~r~ '
Part Na: 3419-5 iNan Bolt ~
I414-5B Bolt Down ~j ~ t•; • T. ~
Weight: Cast Irara Reader 4.5 Ibs. r -
Part No: 14I9-6 LNan Bolt i ,
K,
I4I9-6B Bolt F]cawn FLEx LQCK
, uFTP sLaT
1419 Naa Hbxjed Crwr MARKING
Weight: HL3PE 3 ibs.
Part No: 1419-3 iNon Bolt
1419-38 Bolt Down 4JI
Ir6• x Th'SZ7LT
~ (Qptianai)
1419 T- CowI
~ 001
weignt: xDPE 3 tbs. 17-
Part No: 1419-°4 LQIZ Bolt
1414-4B $oac nawn
1419 BcC 12"
Weight: I-IDPE 7lbs. ~ - '
Part ~ic~: 14I9-12 ' ta+te•1~ .
' j ' . f -
. ~
Ca3ars A,vailcble: 2' °Green ar Grey
BlaCk, Tan Dr
- - Vivfct {Reciaimed NVaCer} _ •'r
on Special Order -
`;!O'3'E: FQr use in nQn-vetrzcular traffic :nstaflat=s onlv. We da NO3':eeommcncf insrallativn sn conc:eLC 15T]h3IT.
We:gitrs anr3 dirreertsicans may vary slighdv. Revtsivet Daze 1I1I94
JCARsON-BROaKS! - - - TA.RSON-BROOKs
' lPLAST[GS, iVC.l . PLASTICS, LTI7.
Glersdors, Californi2 Rosrvmmun. [re{ancf
Tall-rret: (900) 737.;,-+ Phone: (149) 592-6274 Faac: (:'09) 592•7971 P1tkine 111 35 34 03-2592= ,
Flora Y9issr3sippli F LY 0l j 5 39 [13-21592 !
TuII-i',rc: (300) Phanc (601) R79-3335 FxY: [6011 R:9-8093
' ! ~ • D • i » r clel 1220=12
1220 Polymer e+anc=ete cover
Weight: PQiyrner Concrete Zti lbs.
Part iVv: 1220-3R
1220 NOI7 HLTlged CCSV2P 193/4"
_ Weight: HL7PE 41hs.
Part No: 1224-3 Non Emft
1220-35 Bolt Down
~ ,r,,.~ ' ;-.r✓. `
934u 71•"
1220 Me#er Reading Gaver ~
Weight: F3TJPE 4 1bs.
Part No: 122~]-5 Non Bait 21 ~5~
I220-513 Bolt Down
Weight: Cast Isan Reader 5 lbs.
Part No: 1220-6 Non Boit ~ .~_y
' 1220-613 Bolt Down
~
19I4, 15"
Nt7o-
1220 T-Ccsver -
Weight: HDPE 4 lbs.
Part No: I220-4 Non Balt
1220-413 Bolt Down 12l,
i ` ~
~ .
1220 Fiox 24"
Weight: HDPF_ 9.4 lbs. .~J Part No: 1220-12 ~ f•
GOPf]I5 aaiwC[f1ab1e;
Green or Grey
Slack or Tan an Special Order
' iVfi}TE. For use in non-vehicuiar traffie installations oniti• We do VC7T rec-ocnmerisS instaliatifln in eonrrete or asphalt.
Weight5 and dimens:ons may vary sligh[ly. Revisson Date 111194
VARSOlY-~kiL1'4 rJKS' - VtiiLSL1N-BRIJO,E1S
PLr~,STICS. Is'~C.I PL.'~S~'iGS, L'~~}.
Gleadora, CalIFOPftia Roseommon, Ireiand
Toil-Free: ($40) 735-556-t Phane. (909) 592-6272 Fax {9011) 592-797I Phdne• 0 1 35 33 03-25922
Fdors ~4tessissipps Fax 01 35 39 03-2592I
Tol]-Free: (800) 255-6340 Phunc: (6131) 379-3335 Fax_ (60 11 379-80,10
I
Inforrrtation ~
~ Features of the Ford Sall ualve
; FCRb 6A1L VAI,VES ars idca! ier use m wa:Er servie9 lines Tightr.ess •n BpTN d:^eciicrrs at a:i pre3suret, easy hr,rung, nonbind~ng, and
rr.immerm onressure tass-theee charaater-scres arg 4dce9 to gVOd engihecr~g clesrgn, qvafiry, and preefse manulactunny.
~ _ _ _ ,
5atfd one pface 3ee•head and sten A 6rdrsze or plaslrc nng ip:ks Phe stem
3:urdy d'+ecks allvw 901 mstlon 3nC
era encfasad and proteGted, solidly into tha tvdi nP ine valve
!
d
- Mesuy : am Cranae" bOdy 8un2•A1 0-rsrtgs in the stam
eigineerdd to withstand pipe assu•e pemanenf
stresses. walercig'lt seal at tcp.
Fand 8s1 Valves are
dasfgned to wlthatsnd s
worsing pressures up;o
3G~ p$1. MWttod &u.na•~1 rubber
~ seats Scrppprt 3he Gall. WafvA
Vancty o1 easd eonnWions ig watar tight anl i5 a rton-
avalacfe - f4r pppper, Emm, directivnsl v¢Ive.
qlaS7C. 3+ Girect to mater. Ends
are Integrai cr &eCured W=h ~
ednQsivE to PrevEn 3 ununEerstlCnal i
t#sassem~ly. ~
SpFrerical fluvracaftrs-coaisd
- L_.___,~_ „ , brass hall Proaides maximum tlaw
capacaty ard ease oF turninG
Illl FOrd i4lete► 8etk C1r8ss C0n fG1'ms ~o AWENA SlBRda rq C80Q-$9 (ASl`M B•62 - 'ftlCes i 15 -8g•5•5•5).
OptiAns Ave"rlable
COUVL9NGS FC]R ALL TYPE$ C7F CONNECTfONS
Fara Curla 5top and Meter Velvos are availab;e vrtth a wide va[iB*,y Gf cpnneCTat19. MakC ypur se18C!eo,ry ff0[^ CompfBS5fan, tlare, .°emate or maPe
style fit[ings for Coppet, Iron, Pafyathylene, Poiybvtpiene. PVG a7d Leafl C-rip .:n,r.t instaad o1 Racx JoInt [ar G"C5 (for afl s¢es) PEP (314'
ar 1') can ~e arderad bg adding '•G'ta 3he ersdaf Gptal3q Numter E:cAMsLE• gav-33? G.
380' iPd iifAO FIOTOITIOM
5tar,dard 7ee kefld Slvps fn boL4y permit 9o" turn•ortty F0 3801 tee heal rezat:on is ava,iznEe Add 'R' to Czrxlag fVum$er. Exam;,ls• 621-=Fi.
vALvE LOGK eaps Lack Caps are available fpr 5/8" lhru Z" 3all YatNeS ar1 1l4• Angle Ke+a Vawi~rs 5ea :32e
ge 37 to orcer
11ANOLEg Fc]R YALYES
Harsdiea ror valvas are available. ordering infcrrrasion ara dasor.pliors aue loiire sr. paras 35 are 37
2" GATE YAL11E QRERA'fiTl@G te[UT
AdaQta Tve Heac an 1-1J41,1•712" and 2" E3sii Jalves (frrteG crs pAgza 4 - ?G) For oQerat:as^ with s3R:ricad QaAie vai;,e vnsnche9, Sea pSgB 37
to arder.
RECtA1141ED WATER BACL VRLVE 7EE HEAO
A CISIlr:CSNe tab nesd with 'Recla#rrted 'rYater fc:Yerng ror easV ;dsiatrfE.-at{an is AradanEp on &'c• thru 2' BalE Valves Insen °RW' in'.c the _
Cata!cg Nu4`nfl?t. Ezarn pEer 3-FM 11 - 33 3W
PaatocK wruGs
Most VaivAa are avallah,e w{lh PaClock Wing9 {exEep• !C.* `Air,roapohr Ja'le ~r %v"sre npte4) ACd °N" to Cara[og NLm6sr "W" rn thc- CaSalop
Number ~'rdcates valve Is X41 M bla +mi►a astdlvcY s•ri nrs vnEy
MINNEAP4Ll5 PA7TERW YAtvE
7hreasls dre adzlable erQUnd lne vafve h~; an :•rpar at'aCh pAirq ep n~.fis ttyi~ rllPt) boY. ~I.ard va1ves have 9;I2° flreads, S•trd", 1 .1r2°
ar.d 2' valreS dtctvn 2' thregds. Et an edcrt=z' zj-ze is re0urIed cthe• tnar. •ha s•zes 5stea, ~,lease rQn,BC! ,ie `aclory 'or availabiut,/.
"NEW ENGL.iiYD" IF3iOFf PlPE ThiqEADS
"New Englsnd" Irort pioe 'hr$ad5 inder fEsre =)lpver wns nlt are m3-iabPe. T"ls vdtmn vani.as `ouroan page 34
"DPEN RIGliT" FER*l1RE
VarVes m!h :hs °oPen ngiY' °eals:re are manura::rj^eC s:,ha valve eqana ny ;6rning the liarale to the FEGHT or clock•Mise. ;NpTE. Siansiarc! Fcre -
vaiv95 ara typic,°.[ly !rsn11f8CrWred 9v fY'e talve c,:ae,E c} +u'rnrC + -.e aahee har.v aihe Ivfr o• W4L"1iEf C=-kwi5p ) Tn+s 0~}ien wn be P4uno Pn
A&igca 35
~
~~~'=c~~L=v S Z 'IT LEEF-rT-~~1N
" •
~ T E C H i S f E C ~
• , - o . series
1800 Series Spray Heads
Indus#ry's Ceadrng 5pray Heads
1e00 senes spray,Heads have rrst-rare
qualrty 6uilt in iQr reliabfe aperatroR and Jang
kle. The,r supen or campan er+ts and feafures x~~,
make them fhe spray heads o1 charce lor a e''
.F.• o_, ,..r_. -
wide varrety of appfrcatlarrs.
• r;ri ~ (q~,^ ~ . ,v,tit~: F'aa~~ ft~ • ~
, 1800 Sill +[eS YC , , •
- Features brdusrve ca-rnardQd, pressure-ac#ivated wr"per . seaI prevents excessrve fiD w-by and wafer
waste !(eeps de6rrs lrom enteriny uparr . ,
refractlnn ' . ~ ~ ■ 5tarnless sreel spring Ior rel►able retracti4n.
, Stmngest spring rn the rndustr}!
~ Ratchet mechanism aR all models all¢ws easy ~
' adjUStrrrent wrfhout Pools whrle sprinklers are
operatiRg. ,
■ Pre-insfalled 1800 Pop-Tap r'" flush plug . "
alrnws for easy nmle rrrstaflatr`orr. 6focks -
, dehrrs irom enterrRg aRer flUShing. T
■ Matched precrpitatiQn rates across rrozale sets
and patferns allow rli5tances and pa#tems to ' be TIIIXod WlthOllf p rBCPpIfo f![1R ra ta5
fluGtuatrRg. '
m Plastrc aRd sfarrrless staef materials resr'sf
carrosiQn
■ Infernal parts remaved from the top of fhe 5pnnkfer for easy servrclng
0 Side and boffom rnfets i'eatured on 7806 arrd ~ ~ e•
' r87P [rr~~y D1lTTB!]570175
1804 SAM-PF3S
■ Extended 5-year trade warrany o 112 " (15121) temale threaded inrets F-j F__j I I
,~a~a ~,vaz ~ar~
■ Bocfy herghf• 79~72~ " (1f1 crn),
' Operafifig RaI79e 18Q3-4'r~" (12 cm), 1804--6" (15 cm), rhrs spec,res aa 1800 senes 5proyhead w,ttt 4°(ra cm)
PIeCI c~tlQ[~ 1Rc~t~ ' TB t0 S ~J'~ fIIC~1@5 1806-9 318'" (24 cm), 18 12-y 6" (40 cm) uop-uv ne,grrt- seat-A -,uar,cTM cr~~,~ dar~, i~,-srem
■ AlP per haur a Exposed diameter 2 1A (5,7 ctn) Rressure regu7atran
"
(20 t0 130 mmA)
; a 5pacing 3 ta 20 Feet (1,2 tQ 6,7 m)
~Mp~~~S
- Pressure • 15 ta 70 psr (I ta 4,8 Bars) n 1802. 2" F5 cmJ • 1806 6" (15 cm)
Specifrcafions ■ 1e03: 3" (8 cm) ■ 1812: r2"(3o ern)
_
- ■ 1804• 4° (ro cm)
a Flaw-by. Da t 8 psr (D, 5 Bars) ar greater,
RAIN,*BIRD.
05 &PM 0 r rrt'Ih; 0, 0 03 lls) otfaerwise
- . ;,~r
i
1800 Series Spray Heads
1806 wrth Swing Joint on Boftom fnfe[
` I
i
I c }r~ ~yf) . L°. '
~ EXCklSIVB f3ain 811'AfO
Ct7-mQrded, pFB55l1l8
2Cflird[e(11WlyrtEr 58a1"
~1f?~
,
Sfrangest retract sprrng
in the rndusrry
]8]2 wrth Swing Fipe an 5ide Inlef .
]~1{ y{ ,
5rde rnlet orr F" IZ" matiels
~
~
~
- ~ ~ PRS irr-s[em
pressure regulator
*w-
.
\
1
Y ~Ratchet (Tor easy
rrozzle alrgrrmenf)
- - SAM (5ea1-k-Mafrc
rrr-stem cheek valve
- RAI*:*BlRjD.
sM A cL rU R F ANa -
. LAND S CR PE S PR / NK L ER S
Torv 570Z Series s~ecifica:ioris
57OZ ' ' SpI'111kleTS * Rernmmended rsprra[ing
0'-16''Radaius pres5ure, 20-74 PSI
■ M.IximLim nperating
: 73 P5I
' ` Featus°ing a lo.vv-p• ressure seal that prc:~.4ure
r~Eures ■ Flgw rate: 0 Q5-~ 58 GPAI
' - Fe
. • - ~1ta;f~c5 ssilly upc~n retrac~tivn. 770Z .
mocicY1 are tde.tl Forsmall [urF areas se:sl preients Ru4liing on . W female-titreaded inls[
~
_ - • dn[l itits icate designs. Six diSTinCi ° ['oP°uP - enahles iuorr • C]imensians.
o]_u s'inkler hodtes and a` hoSE he:~cl5 t~r be pP.tre~[ nn sarnr ~iy diameter:
p f ~•4~ xcmr ' • 1N
" on 2", 3", 4" and
• ~ . af mtei ekl,ir~ge:~l~le naxiles. provide . sealing :it
u~nluiiired' design• flexif~'rlity Low-presssarr ~ - b°clie5
• lU" vn 12" taody
_ ~ . - • • Retrarnnn flutihing cle:ars Cap diame[er 2"
debris Fcsr reliahFe • Side inle[ - 4•'l." fa-om cop
nr)p-clan n oF sprinkles tra center of
~ ¢ • Artepts all Taro spr.i}' si[!e irsle[
° nc~xales - includins; 57(} ■ E{l7uenf caver avarIahle
MPR Plus nnxxle5 and Filtee
_ g~•~':~. (Pan No. 89-3903)
"creens
, - ~ • Clieek-CJ-Matic moclel,
~ . _ ' - auailable - eLminaung
• ~ _ _ 3ow-head drainage
~ - ~ • ~ ~ Hatche[ing rsser feattiser
_ - ~ ~ F - ~
- . ° _ • _ • for easv are adjustnaent
5icie-inlet models
' • ' - ~ ' ~u~~rr:ua~sz~~e ' ' avaiiabEe on loth G" and
12° spnnltfer bvdies fnr
~ • M1: : _ , krrrc~~err,rk r[,errc~ easier ins[al3ation
. srfrr fi~~~r~uae.refTer , • ppp_u[7 deSign
. • _ . ' iiesutPPaNon - "
• • . - ` : • Durable engineering plastrr
• . - _ . . _ • ~ Coi35LCUCilO[3
■ 5tainless-steel "eeiraction '
o,t rplrr+Cetoia ^ _ - Spn81g
. - • 5cren-on eap (recr~rfxts
. . • - a~ crrp rrirrn:eNr . ~ all previous Taro 774
~ I v • - ' . • badies]
. _ • . • ~ ~ .
1 I . _ - f V s ~ ~ l _
SidL' 7+I& lF/.ttlEs7blC - -
• . _ oir f"reirrl !?"n`rarfe[s
N • • ' , - - 5
Specifying o 4
15702I ~l.'~`F' l Si lCC3N11 -
' ~ Uprrr~rre~l
~ . ' _ , t ~l~rc6a-c3-llafic ~ecr! !'np P-P
i„sreelPe•rl arro rr%(!r 1Ier~"7j[ Opflorra! ppllana(
preevnllx frrte'herrrl [nlrt C4?M-Chr.,l:-O-%fa[fc
,
' - rlrcrrrirr~;r fi--ri fvr 6' ([]h[ianal)
AnJ S?" Hrighcs
r,
_ . ' Fne E.timple
M htn i 5-.o7_ wr« %pnnklrr n ith apt3p-tip hcigkai nf fi" anci
I _ a ~he~l. % d+.r vou wouls! +pesido
. : 5"!(1Z-&-C+~'1M r'a
1ttr Pi•(Kti ih a 5-~ W. +finn61• r Ixaf~ ~t «H ire XlPH Ylu~ ntlrrlc
jiieil3 rnv:l, -6xt1fiii1njn cE+g EKO ui•r iii. LIN ~<< krxl+ +VCLlhc iI nICt
7 /,~✓-~)~i-~~-~.~.1{
- Toro 570 ''aro 570 Series
Check-O-Matic Pressure
~ Check'VaIve Compensati.ng
Deviees (PGDs)
Eiaitun.M~ lem lis::id
- rrcisiC in,,, ~i.l[Lf f NA.14[C .anrl Thew PCL7s ensure cansistent,
erosufrs effirien[ perfonu.inre n-uhrau[
wa[er vuas[e in sy°stcnib sublect
Fentttres [o varving presSures.
+ AvaiL•iblr prc-mstalleci in
"r ' Y` -`F•p
a11 570Z yrri~~ tiprinklera FeatzRres
- E:iail}° retnnhtti any 57(} ■ Pr[ai•ides trtie mzitched I2PSP 6P5I 6P 4P 3P 2P
sprsnktrr wult ratchetrng Precsps[a[san Mtes evidl all
risra (rcquire:s Cl3eck-0-M.itic 570 MPR Phis nozxles
sprsng) ■ Elirnsrsares noa7lr fpgging
■ Compensares tcyr pressure TC~r~} ~"7o J~lt'ub TQY'~Q 57a'
S,~eci,~cr~liv~rs varatror~s n• ishln a systeln 1~~c1~~!'_' c,CCf~SS{~YZ~S
• d'ressure reyL«rrcl ro p0p-up . getrQfits anv 570 nozzle to
ancl yeal tkie ri.ser with p~ysure coia~}~et~gciring i~&oui3c titrs aciap[er on a:4" Syp-(X
~l~~ck-O-~l.itic. sn~t:~llec4 in Feature N~'7' ri~er n+sch any 570 ~IPR ■ ~fale-inle[ thre.i~ls
tlze Il~:sci .~lalnpalns Eons[.inr 3~} PSI Plus nozzle and eFfecti~•el
~~r 5' Fi[ intv all Tnrca 570 Senes
GL'. 17_I P~I' perFa~anre 3t pressL~res 'sreigate yn~all shrulas and rFSerb to prvvide 16'~
• ) 25 euceedin 30 [~Si lanters wi[hcsut n~a[er n+asce. eseensior~
■ C~trek-C}-NI:iti~ maintains g ~
, 7' ele~•.stecaz~ ~li.xn~e - 5f[~ Fernale-at~ttet threads
Specifacatfotrs Fea[tires accept all Torv noxzles
• - C7[aeratang pressiir~- . Azcepts all Torv 770 i~E~'R +~TasimuFn pees:~ure 77 PSI
, The Ctaeel:-~-~f:ziac 30-77 P5I
feature requirts use nF ■ Flo~v racc ❑[]9-4 GPN[ 1'l~~s 5pray, 5rream Bu~bler
and Flvad Bubbler noule5 570SR'6
rhe hottQrn inPet
' + Fffluent cvVer ati•ailable • Y male-thrended inlet
° (Par[ Na. 89-5$18) ' StU Female-autlet [hreads
~ _ - • accept alI ~"s~ro nQZZIes
19
3Y~ f°- ,S';~78CtflCaf8onS • Heighi• G"
•V" female-[lireaded inlet + Vfaxunueti pressure 35 P5I
s7v.sR-rs
• '.s° male-threaded inlez
• 570 female-ou[le[ [heeads
accept al1 Tara nozales
■ HeighY. 18"
• iv[axunism pressure 77 PSd
850-67 Stabilfzer
Fits all 770Z ?P 3P, 4F' and
GP hodies
570 NoxzFe Screens*
White BAue SIue anel hfe[al
17' Srnes ri" 4rnr, j Sreiry
i?' Sene.s -a'xX S4T _"xG' SST
lU Srney 4'c1S' Y4T 10 Stre.Lm 5pr.iti ~Ntmrti -
4'c30' CST i; 4[rr.Lm tiPr.~% ';rree.
~ S[rr.iilti Bu1)13lcr+ f'IcxxJ fiuhlflrr 1rnr4
- Flat-5pr.s% l\cin-' IF'[i1 FEat-,pra% Lmn
G illuni};r ~ i
4'~jiS' EST
Iti'
' Iixhc ucK ~rrrn pr-idGY1-111 nc,er3. HO,rw .drr"u I'm. Isn i6"ui Evx,1,'ur nnnc i1}i.unzinn91
s.. -
~
~
. R -
i
~ ~
its elass is rnore cost-effectiae. Irs bvdy is b~atlt to take it. Its sup~er-efficient nozz1es
_ produce honest, eVen water distribution for beautifully healthy results. Its lang Best-Selling
lasting gear cirive is time-tested and pr[rven as nne of the industry's best. And F'GP -o, .
xs capped with a new rubber cover that keeps harrnfua dirt out of the adjustment Residential
mecharclsrrt. It's been imitated, yet never egualed. It stands
~ ready to help create more of che world's finest Qutdovr
environments. Commefcial
Irrigation
. .
4 'ler -
~
Sdirt Dut, Won't rRll Of f
! 12 standard ar 7
[aw-ang[e naazdes -
~Qr virtual7Y anY task I
:I . . . . . . . HDw to Satle
' 37$f7Ye tl1GZt6Y
For jastesr has5le-ree fldd the eptrc7nal dratn
adjus[rnent wet or dry
,
. . . . . . . . . . check vudve to cany
= PG.t' sprrnkler. !t
prevents wuter frvrra
r
,
drarnrng aut o f tbe
rrr{gation pipes wberr
. , ~ tbe sprinkler paps
down. Claeckirrg up tca
First fn[rndured `
feeZ in edevcrtron
over 10 years aga und IO
stifl coiitinuausFy impraved _ change, rt saues tucater,
. . . . , . . . . . reduces liabr'2atJ'
r
expasure and stops
- erosion raear the
sprinkder.
Puts an errd to RtSEtZg t0 Ytew
. . . . . 130Z2le ClOging h{,'2gY1t5
H6T8 'S IhQ f765t of bC)Lb
urorlds for large shrub
artd f[orcfer 6eds: The
poulerful performrance of
a rotor pdus enough
height to clear lower
foregroxsrad plantings
wxth uncnterrupted sprtay.
It's the PGH - a 12-rnch
pop-up version of the
Y PGI? Attd bEGRu56 ct fttljy
~ retracts tv ground levef,
at's rdecal for both hrgh-
traffic and hrgh-vrsibrlrty
- areas.
~
PGM RflfiilTy SpY111kiL'i'S w s
t.
~
a s
i
~a . . . . . . . . . . . . . , . . . • • • • • `
t -
~
- C aught snmeplace between too-big- for fine-rLining the spray to keep water off
for-a-spray and toa-sanall-for-a-rator? drtueways, walks and other nan-landscaped
The PGM more rhar, n+eets the surfaces. Plus, we've alsn included a rack of
sttua[ian halfway and comprornises on five entiresy redesigneefi naxales - now easily
, nothing when it cames to qullity and ldentilEaed by flaw rates that ean be installed
performance. A,lready cap~lUle of working in and changcd faster and easier than ever.
tandcm with larger racors to cornbine big ancl In theory, Hunter has created a mini-I7GP.
small areas in a srngle xane, this popular I3uc, in reality, hece's a rotor so specsal it's
product nnw includes "radiias adjustrncnt" , unlike aiiything else.
'a -
*
~
Radirrs adyarstrarer:t ~
rasi~d itezt, ~rozZles: ~
Nn ts:ore rsl~3itg aroattad 2hrough a sea o j~chrrrces fvr the ri,~hl ~zo2zle to r~:eeC
k~e~ wc7fE ~ yQUr speci frc neects Noiu, each PGM rator Gomes cprrrplete rurth a srngle racA
tuhere yat[ waitt rf , pf fiUe stmple ytozxres that wor'k +n tandenr wrtti fhe riew radaus adlustrneirt
feaCerre 6aeidt irrto eacja tr:drvtdua[ sprinfzlsr Offer¢i:g yote t6ie ab:lity to easFly firte-
tartre the sprcay crizc[ keeta water njf your bardscapc rurth a s:rnpde turra n,(a screau,
radrars aGdfuspy:ent has beeir nrre nf td7e pioda,rct enhartcements rnost
ofteis reqrrested by Hrrnter criston:ers :uorldavrcfe.
As for fhosc raflxxles, voai'!t apprecrate thcrr
easy tirstal{aCaora trtad friacf therr now fD _rystera¢
F
,~es good ser~5n - ~ach rrr~,~2fe is ~a~ira
ma
ac~etatrfit d hy rts easy-t~r-raacf (2oau rAte
L A A G E T U R F
, S PR ! N K t E fr' S
T[7t'D 640 SeI"1e5 • 1.inr.ljl-s«eNP:mt (-.iF) v~itlb
640 ' e SpCiIlkler5 I~~cl:~37s~ ~Lt ticr~u
« • tini:~i4 ~~E3c~s~~i ,~iif.i~l
- 47-67 [iad'aus clisiin<<~r
'rlie nGenZi)ei' crris CiZqiee toi • ~i.iinlew5-,teei-~n~.i,~~.l
tj arltilC[ic fielGlS i, E_!c{ui~)Peci Xvich .d Fcatreres ncyszle mic1 c3rs,.t! :t~,senibh,
tit:inelarel co~ er iml optuotml ' yLILCFIor7 t?f 7 f1oIAL,, IEltl • L:c.u-d ei % v elC,is;t1
` - ettlticn[ rnirlcin-s .tirc5 ■ I3.ssket hlter ,creeii
~ • VA% e-[n-He.ici t iioi m.ill}•- • Srainle~5-~~e~i retr.ii_(snn
01Aen 1-I}IcIr.iL111i 1110cle110 ,p iing
• AcljUstment screa illowS up • 1'op-uP cle~,ign
- ` - ro 25°1u rasJ:ieS reciU«,u0n ■ Durable ri}ginrertng pl:ititiq
• S[.indarcl rubber tcarer hrw4 an~.! s[aznfeti4-~~Lel
+ Chmk-0-N,1.iti«. mc,(lclti constrt3ctic3n
.ir.:ti6sl)le - eliiiiii1.Lttng
;.~T
10.%-heUL1 a«111.tge
~ ~ • . s,~~~ F;~'-~~:~ -~-~r a F' .
tJ ,
p 1c~ r!•„ be10n-, rfxinci
m,[:illanon
~
~
• e , • r : ~'L _ - ~ ~
' • . 36a' 270'
• ' ' . - ' , , ~ ~~~,c1c P5[ td.~dni, C;r~t 6 0' A 0
~ . ' - 40 47' G Q 0 35 0 ?b 033 0 35
- ' 50 50' f 7 Q:i 026 0 33 0 'r,
- • . ~rarirfarr! r++l~lx~~ cc~Gx~r {p 52' 73 025 4 26 0 33 035
, • _ 40 70 53' S6 626 027 035 03(1
- ~ ' ' 80 54, 86 027 0 ?8 036 038
`4 ) ro :5" lx'7uri ;q+v+rier! 90 55' 92 029 02) 037 Q j9
• • 2~~ p~)p-up` ' C)
4 ~ . _ dO Y8" 97 OM 040 0~0 0 ~;3
• } f173lCt~~[21f137!
~ _ - 50 53" d0 2 033 0 35 0-1-+ ll •17
' GO 34' 110 435 036 0 -16 0•+8
i - . . - . . Erpn.u•rf +rr~jatc 2 50" 41 70 ji 119 0 36 03k3 0 -tS 4 ~9
I ' - • . , 80 54' 127 037 039 0-19 052
~ ' - • . 90 57' 134 038 040 0 50 a s i
• • 40 52' 124 041 043 054 057
.50 57' 129 039 041 052 0 77
i - . - ~ 64 56' 14G 041 043 QSi 037
10 57" 147 {]42 0•14 075 OiS
. 4- -
80 58 156 043 0 47 6 57 060
. - . ' . , • - - • 90 Sa' 169 046 o -i8 oGl a G-,
~ ' ~ ` • - . j ' ' • - - 40 56' 132 0 94 0 -i1 051 u ~;-s
Srar~ileassreNl~crre.r~icrt KU 59' 147 4 3t3 6-i0 051 053
, dnrecnssemblv - ' (10 59' 157 041 0 -3 055 0 78
• • - ~ . 43 70 61, 170 042 044 os6 059
80 63' 183 042 04+ 056 04~''
w C„f" 194 044 0 -ici fl :;S 061
- • . ~ - 40 55' 167 051 U i3 fl 67, 071
- ` . ° . - - 50 60' 186 047 050 063 0(1
~ Go 61' 199 049 052 065 068
_ - • 4`~ 70 63' 3] 9 051 053 U 67 0-1
- , 70t"Balubeight GS' 234 051 053 0 68 071
- _ ~ ~ - 90 d-, 250 051 D 5-1 066 0'1
pecifying 1 1 1
~ 16411 IXl\I
Sperral -
in ValveT),pe 4p~.:.fe dre [Jpl:arersl
L.ii kr~ f-tib Val<<•-ln-FlriJ tU i)•tS 1•18 E-Et1lurnt
1-94' !--C11e(,k-0-M LM. {1 060' i-; Mociel
-t2 llk+ 192
i , 3-370 ~+S 1 1- 2 ,
~
~ - - . • Fjfs ~ ~ Ni+C ~\3111~1~i
Ilcii +rLr-ih ing 1 6 !t] yLn~, ajimnkle3 ii1h i 1t'L' Lri
• -Ei nE )nle ant l i t hcc}. % .d% e N Ou aIul.l .EIC<<iN
_
640-02-43-108
640 1 CfIF i'-I7f-I'IL'ClCI
.
►
Specxfztrefrrjilti • 1711 tientiu>«•
■ li.iclEii;, -1-'-(F7' • i:;3-X)tiA:d ,Uuf.iLi2
■ f 1ow r.ac h 0-15 0 6I' V L@~.~niLtGi + Rrtt~s37mGn~l~cl z~~~~o'.~[i~ti~ ' l3c~c1E ill.hllll.'t~T ?'S"
~76~ti5lIfC kf)-'llf PSI ' i...lE7 C11.1ll1t[L:t' 11.i.oin~iita c~F~Eist€n~ • I3ocii h1-«;lir
p6eti%Urr li[) I'Sf t ir«I,-47-M.itiL 9"
• l'op-up [c3 norAu 3„T
~ l" iailet ~{:1lecl:-C]-M.1[ic maisi[.iii-Is 640 640
'{351' Ef1[s.1(.lti elev.i[iUn zl1amrr~ Cherk-O-ifTafac Vufve-ln-Hererl
~ 'Fra~ectc~n- 27-
Apex ar 50 PSI
27°
tc srr3c• V iewwm
fIt f tiJim v
i0 ~ 1 i' 11'
6 ~ I t'
y ~ I S'
18:5" 467 f",,I
~ dq ~19'6" 0 rS Ptil
GtiiJ Series Perfnrmance Chart
~ ■ ■ AL 411~ ~ / ■ ■ a
238' 192' 130' 173' 148' 12" 108' 90' 6U' 45' .
~ 0 ❑ 0 0 0 0 ❑ ❑ ~ 0 ~ ❑ L] ❑ A ❑ ❑ ❑ A El .
039 040 a 17 049 050 052 052 0 54 061 064 071 074 083 087 100 1 05 150 i 77 200 2 09
0 37 039 0-16 Q -18 049 0 72 051 0 54 6 60 063 0'D 0 73 082 086 099 ] 03 148 1 77 1 97 2 06
0 38 4 34 0 -17 0 i9 050 052 ❑ 52 054 064 063 070 6; 4 083 087 0 99 1[}4 1 a9 156 198 208
440 0 41 049 051 052 055 0 54 0 5; 064 a67 ❑74 078 087 091 105 110 15± 167 209 219
041 0 -43 ti 71 0 53 054 0 57 056 a 79 066 069 077, 081 090 095 108 1 14 163 170 2 17 227
04? 444 Q 52 053 056 0 59 0 58 061 0 68 071 079 083 6 93 0 98 1 12 i 17 168 1'76 2 24 234
D 5-0 060 071 07-r 076 ❑ 79 0s9 083 6 92 09' 1 p= 1 13 126 F 32 I 52 1 59 22- 238 303 318
050 053 063 06(1 067 070 6 69 073 081 085 ❑ 95 0 99 1 11 k 17 1 33 1 a0 200 2!0 1(37 ' 86
d 052 a 55 065 068 069 073 a-? 076 084 098 098 103 i ir 121 1 39 i-+s 208 218 27- 291
6 77 0~ 1-1 068 071 072 676 0?7 079 088 092 1 92 1 07 120 1 26 3 47 1 72 2 17 227 2 S~) 303
056 059 070 0-3 074 678 0- 481 691 095 lOti 111 124 130 149 155 223 234 298 312
6 57 060 071 0-4 076 6 79 479 083 092 U 4i 1 07 1 13 126 1 32 1 73 1 5c) 2 238 3 03 3 18
- 062 065 o:6 080 082 085 085 089 099 104 1 16 121 136 142 163 171 245 z;6 326 342
059 052 073 0 078 082 082 085 095 ZOO 7 t1 136 131 137 157 164 235 246 314 329
062 065 077 081 082 0$6 085 089 100 1 05 k Ifi 1 22 1 37 1 43 164 172 246 2 78 328 3 44
063 D Gb 078 082 4 83 0 87 0 87 ❑ y1 101 i Ob 1 E8 124 1 39 1 45 166 1 74 249 261 3 33 3 49
065 068 ❑ 81 0 87 086 090 090 094 1 07 i 10 I? 2 1 28 144 1 71 173 1191 2 79 2 71 347 362
069 073 U 8b 0 9f7 0 92 096 096 1 UQ 1 12 1 17 130 1 36 1 53 160 E84 1 g2 2 77 2 84 3 67 3 85
~ 079 061 673 a76 077 681 080 034 094 049 1 10 115 139 135 137 162 232 249 3(79 324
058 061 072 a-; o r o so 080 083 0 93 098 109 1 14 128 134 1 53 160 230 241 3 oG 3? i
063 066 6 78 081 4 83 037 086 090 101 106 1 18 1 23 1',8 1-'S7 166 1 74 2 -0 261 332 34-,
(1(A 067 ❑ YJ 082 0$4 0$8 0 87 092 1 02 107 1 19 125 1•}o 147 168 176 252 2 61 i~ fi 352
064 067 0 79 6 83 083 0 89 08.9 092 1 03 108 124 1_6 141 1 48 169 1 78 2 54 2 GG 3 39 3 55
066 0 U9 o sz 086 087 091 091 02; io6 a i) i 23 129 1 -0 i sz 174 tez 261 274 3 iS 365
'
or 080 095 ivo ioi 106 106 iIi 1 23 129 i-;a i;a 169 irr 203 2 13 304 319 406 425
072 0-5 089 0 93 095 100 099 1 04 1 ai 1 21 1 35 141 158 166 1910 1 99 285 299 3RO 3 98
074 D 78 092 097 098 1 03 102 1 07 120 127 1 39 1 v6 164 172 1 97 2.06 3 95 309 3 93 -1 12
Clr 084 045 10.0 101 1 06 106 lll 123 139 144 151 169 1i 203 213 364 319 4 06 4 25
077 083 0 47 1Go 102 107 106 1 11 124 1 30 1 44 151 170 178 204 2 13 305 320 t 07 v 27
Oii 481 696 1[1] 103 107 10e 112 124 13i1 1 i7 172 1-1 1 79 207 217 307 322 +09 429
'&NPCC]lNi.lilOTi i:i[L, :li'f_ ISIP iC113'1tL111Y •p.ickn};, yhrm n in inv.hes rer hour cilculsied ai 55°h nt ciiame
0 crr ~
I'rec3PIe~ciczn r,~lc. ,ire Inr +quarr s~atjrt~ +lu0nn m inches ~r hour calna9atec~ ai ~p^~ nf clLamerer
il! Ixrfnrm.incr +Prolic-atum+we h.1Y40 cm chr +~lwJ %«ck,Eng prca.ure a~ailahle a[ ifir }xisr oF the sprinkler hczta
Noec For [he 650 ditTenng ares canna[ be val% ecS [ot;echer
+ INI's 11) E TE),S +
~t.
I
railitts !
i -
changing nozzles.
see !
PWF1pe
Data Sheet: Streamline Svlven# Weld P'ipe-1PS Size
_ IPS Pressure Rated' PVC May 1994
5treamfine P.R, 164 - S[]R 26
Nominal' Average Apprux Minimum ApprQx
- Pipe ~~tside Insrde Wall Apprax LengtM per Crate
Size Diamefer Diameter Thicknes,s We~ght Crate Weight LrSt Pnce
(Inches) (Inchesf (inches) flncheS] (I6s11f]oit) [Feet) [Ihs) ($I10ofl)
I 'I. 1660 9 52 0064 21 392{1 830 $
1'h 1900 1 74 0073 28 3420 844
2 2375 218 0091 43 2100 916
214 2 875 2 64 0714 63 1460 924
' 3 3500 3 21 0135 94 150G 1410
4 4500 413 6173 155 960 149D
5 5563 514 6214 237 780 1800
6 6625 607 0255 337 520 1760
8 8625 791 0332 571 • 300 1710
10 10750 986 0413 885 240 712ff
12 12750 1174 04% 5250 520 15M
Streamline P R, 200-50R 21
hlominal Awerage Approx tvtiriimum ApArox
Pipe Outside Inside Wall Approx l.englh per Grale
Site Diameler Diameter 7hickness Weigrie Crate Weighl List Price
(fnches) {Inehes) pnchesl (inChes) flhs/100fty (feet) [Ifos] ($11oDft)
r 1050 092 0060 12 $lOD 1€100 $
1 1315 k yg 0063 16 6,30D 1030
l~Ii 1 660 149 0079 26 3920 1020
1% 1DD0 1 70 0090 34 3020 i02U
2 2375 213 0113 53 21 OD 118C1
2'h 2 975 258 0137 78 146D 1140
3 3500 314 0161 115 150D 7730
4 4500 404 0 214 190 9fi(7 1830
5 5%3 4 99 d 2fi5 2w 760 2210
fi 6625 5 94 0316 413 520 2150
8 8 625 7 74 0410 698 300 2090
Streamline P.R. 315-SDR 13S
Nominal Average Approx Miromum Rpprox
Pipe Outside Inside 1A~afE Approx Length per Crate
5ixe oiameter Diameter 7hickness Weight Crate Weight List Pnee
(Inchas) [Inchas} Elnches; [Inehes] (Ihs/tC10it) (Faet) {Ibs} ($HDoft)
'f~ 0840 070 0062 10 117.OW 1000 $
3S 1050 088 0078 15 91DD 1270
} 1315 1 10 0097 25 6300 1540
f'I 1 660 1 39 0 723 39 3920 1540
1'k 1900 1 59 0 141 51 3020 1550
2 2 975 1 99 0176 BD 2100 1694
21h 2875 241 0213 118 1460 1720
3 3 500 2 94 0 259 174 1540 2610
4 4500 378 0333 288 960 2760
(OVER)
General Nates, _
1 All pipe is PlSF listed
2 The tallowsng pipes are IAPPrtC1 hsted PF 200 he[I end -114, 1, 1Y,, 4',4, 2, 2'1:, 3, and 4 inch, PR 315 bell end -~h, 2, 21b, 3, and R inch, PR 315 plam end - 2, 7%, 3, and 4 mch
3 P[pe material is in confarmance with A$7M 131784 (c811 class 12454-8)
4 Pipe eonforms ta ASTM 02291
5 Pipe is produeed with hell end 6r plain end in 10-ioat and 20-loot iengtha Check wdh PWPipe toravajlabildy
6 Inside diamelers rary due [u allowa6le manutactunng lulerances
i Approximate weighGs are far eslimahng purposex only _
8 Grate weights are fQr 20-foot lengths
9 All onders are su4jeet to final aeceptance a[ She Eugene office
PACIFIC iNESTERH EXTRUDEQ PLASTICS COHIPAHY
P 47 Bax 10049, Eugene, pregvrr 97440 Telex No 151040 PWPIPE
(503) 343-0200 RCpfdOf Nq 813 5a4
~ ~ • .
•7 t'~ . .
NSF-pw
Poiablc ivater
N lql
Interstate PE3408 High Density Polyethyiene Pipe
Interstate PE3408 Pipe is manufactured from a high density, very high molecular weight
polyethylene compound specifically designed for high hoop stress, outstanding stress crack
resistance, and low temperature toughness.
Performance Features and Benefits
• Excellent chemical and corrosion resistance .
• Outstanding stress crack resistance
• Lightweight and flexible
• Superior abrasion resistance ,
• NSF tested and certified for potable water
• High long term hydrostatic strength _
I • Tough and ductile
Interstate PE3408 pipe has outstanding physical properties. It does not rot; rust; pit or corrode
through chemical or electrical reactions with the surrounding soil whether it is acidic, alkaline, wet
or dry. It neither supports the growth of, nor is it affected by algae, bacteria, or fungus. It is also
resistant to marine biological attack.
Protection against ultraviolet degradation during extended periods of outside storage and above
ground service use is provided by the addition of carbon black and chemical thermal stabilizers.
Typical Appiications for Interstate PE3408 Pipe • Municipal water service lines • Industrial water distribution
• Well piping • Oil patch lines
• Lawn sprinkler systems • Drilling supply lines -
• Swimming pools • Sewer lines
• Livestock watering lines _ • Marine lines
• • Potable water distribution lines • Process cooling lines
` • Farm and ranch irrigation • Ground source heat pumps
• Fiber ontic innerduct • Electrical conduit
,
. ~
■
O
~ f O~ ()'C
~ _ J O
a_,-
Satisfying the lrrigation Industry Since 1976
North 7710 Markef St.
Spokane, WA 99207
(509) 467-6601
FAX (509) 467-9317
~
LA p-VG
~~~~~,8UT10
tist -price s5, 1997
BffeG't'-ve.
,
~
~ -
l
F
✓
d~
(iN ) {orY ) ] 'i'ee (ik } [ory 1
Tee Red~cmg
402-071 'I2 x Ya x'Ia 5C1. 405-005
402-072 'I2 x Y2 x114 50 4.24 - 405-007 '1, 50 8.48
402-474 '1:xYa x% _ 5a~.-nj;~4~.~4 405-010 1~`-~~,~5U 11.81-4,
402•094 31e x'!~ x'lz 50 3.00 405-012 1'I4 25 16.36
d ~ 402-095 ~/e x'I~ sc'I. 50 405~015,'•~ r1~ls ~"~.25 lfi.$0;~
mk~ 402-101 ~le x aa x~a 50 2.r~fi ~P`dP'f'xFIPTsI+Ii'`) PART 402-124 1 x'ex'Ix 5~1 :-~5:83 , (in } {orv j [Ea 1
(slip x sli,p x F'IPT) 402-125 1 x'Ibx'la 54 5.63 9[}0 1:I,L NEW 406-003 % _:~:'1`U(1 _5,98_„
402-13D 1 x 1 x1I2 50 3092 406-005 54 1.21
402-131 1 x 1 x'Je 50 5.63 408-007 • 402•156 1'14 x 1 x Yx 25__ .-:4'8;96 406-010 1 50 u2.41
402•157 1'f4 x i x'l4 25 8.96 406-012 4.24 :
402•166 f'Iq x 11I4 x Yz 25 4~.:,;;9.39 406-015 1'/2 26 4.51
402•167 11l4 x 11l4 x 3/4 26 9.39 UD 406-020 12 .14
402-158 1'I4 x 1'04 x 1 25 406-025 2Y2 a 10 21.65
402-199 1'1, x 11I4 x113 25 11 65 (slip v slip) 406-030
402•202 1'12x i'14 x 1 25 11;65 406-040 4 5 46.39
402-209 1'Ia x 1'13x Yz 25 11.65 4(]6-050 51; ' 11,9.93.~
402-21 U i'Is x 1%x'Ie 25 11.65 406-060 fi • 4 147.53
402-211 1'fz x 1"Iz x i 25 11.65 406w= 14183 379.954
402-212 1'I2 x 1'/2 x 1'1, 25 11.65 '
,
~ 402-239 2 x 1 Y2 x 1 10 1467
~ 402-241 2 x 2 x'12 10 14:67 96° ELL Reducing Iiti 7 rt (an ~ {En } t
406•10f ~ax /z• . 5D~~2.41
402-248 2 x2 x 314 10 14.67 4fl6-13U 1 x'I~ 50 3.5fi
40$•249 ` x2% 1 10 r-• 1 4:Fi7 406-131 1 7[ 3i4
402-250 2 x 2 x 1'la 10 14.67 , 406-1 fi$ 111, x 1~ 25 6,75
402•251 2 x2 x 11I2 10"~,~-;4"'G7 ~ 406-211 ,1s100:~~0.67
402-2$7 2'f, x2'Iz x'Ix 10 31.$0 ' 406-212 1 Yz x 1 Y4 25 10.67
402-288 2'!, x 2'Iz x'I4 10,'_ .",•;"°:31f80 NEW 406•249 2 x 1`~ 25`?~~~8.28
402-289 2'!z x 2'Iz x 1 10 31.80
44fr250 2 x i!, 25 1$.28
402-290 2'1z x 2Y2 x 1'14 10_ 3~1%0 (slip x slsp) 406-251 AiXAt',12 25' 18:2$~4
402-291 2'1z x 21I2 x 1 Yz 10 31.80 PART 4{~2-292 2"12 x 2'12 x 2 i 0~"-. 4.a 1.~8~~
.
aaz-sas s x s x =z 10 45.40 ELL [IN ,~z ~ {°T` ~ ~
: r ~0 1.as
M
402-334 3 x 3 x'fe SD ;.d'_5~40, 407~05 q07~p~ a, 50 1.69
402-335 3 x 3 x 1 10 45.40 40T~1 U ~.1 50 3.18
4{}~-336 3 x S x t'a 10 45s4~ ~ 40P-01 a ]'f, 25 5.28
402•337 3 x 3 x 1'12 10 45.40 407-015 ' 9'f: -:~WM„'5.8$
402-338 3 x 3 x 2 iQ 45~40; 4pl-02fl 2 ~0 15.27
402-41 fi 4 x 4 x'14 4 75.80 L 407-025 2'f~ -1.:t~~10'' 31.65
442-417 4 x 4 x 1 5 W: T5:8~ -
402418 4 x 4 x 7°A4 5 75.80 (FIPT slip) 407-030 3 10 56.42
402419 4 x 4 x 111, 5T,qo 407-440 4•~• x 5~ 85.59
402-420 4 x 4 x 2 5 75.80
402422 4 x 4 x 3 5i~ ~an pH ] ~a~ ] l
aoa~sa 5 x5 x a 5 198.07 90° ELL - 9 _
402-528 fi x fi~x 2 5 = 256:98 Reducing 401-074 1I2 x I, 50 3.18
4p2-53U 6 x fi x 3 5 25fi.g8 4{~7-101 'f, xilZ 50 1.78
_ 402-532 5x 6 x 4 5 25fi.g8 4{}7-13a 1 x z 50 4.88
. 407•131 1 x % 50 4.88
. . , 467-168 1Y4 x 1 25 7.14
Tce (i++ 1 (orv y f en y ~ 407•211 1'Ia x 1 25 11.$3
403-005 % 5U 5.98 407-212 1'Iz x 1'IA 25 12.28
403-007 114 50 3.02 NEW 407-249 2 x 1 25 20.42
~ N EW 407-250 2 x 1'14 10 20.42
{sLp x lifl'd'}
4U7-251 2 x 1'13 10 20,42
(slip x I=1k~'1'. sl~p)
s
r OR PRICE PART NO. SIZE CAPLTON PRICE
Cnupling 1 (°TM ~ . (f" ~ P-emale Adapter [iN } (urr ~ (Er 1
NEW ~ 429-D03 318 100 2.12 Reducmg ~435-074 'Izx% 50 2.41
429405 '1z 100 .80 435•1 Ui }v, x 11, 50 2.41
; 425-{!07 _'I4 _ 50 1.08 435-1€12 '-0 x 1 50 v 3.17
429-014 1 50 1.87 im 435-131 1 x% 50 3.17
429-012 1'1a 25 2.56 (slip a i"IPT) 435-211 1 x 1'Iz 25 6.40
429-015 1'1Z 25 2.75
' 429-020 ---2~.. 25 4.28
[sli ] (Qrr~ t~s}
'429-025 21I2 _ iQ 9.39
P Mitle A~3apter (Irr )
436-005'' 'f3 9il0 1.4$
; 4~9-0SQ 3 10 14.74
429-044 4 5 ~K27 43RO7 'la 50 1.21
-4 38.99 436-010 1 54 2.f3
429-060 5 5 fiT.33 - 436-012 11I4 25 2,57
D84 8-- 4 -125.68 j 436-015 i'z 25 - 3.48
Iior lVesred and 17eep Svckst Cvupfmgs, $cc psge d 436-020 2 25 4.55
436-025 2'Ia 10 13.49
Reducer Cvupling {iN f [o,Y ] (ek.) (MdP'k" x s1ip) 436-030 3 10 19.72
~ 429•101__ ?I,xYz 50 , 1.9,6 436-040 4 5 25.15
429-131 1 x'14 50 3.36 435-050 5 5 41.46
_ q 2 9- 1 6$ 1` 1, x 1 25 5.62 4 3 fi- O fi D f 4 65.64
429-212 1'Ax x 1 25 5.97 436-090 8 4 298 25
429-251 2 x 11!2 ifl _ 9.52 •O
429•33$ S x 2 551.06
423-422 4x3 4 63.81 Mafe Adapcer (i~+ ] {orv ) [~a }
429•532* 6x4 4 84.21 Reduuing MEW 436-073 'Ir x 31a f o0 2.12
fS1iP3 ' 429-585" 8 x fi 4 215.62 436-074 '1, x % 50 213
r tCaEl factor~• fae ar•ada6dur 436-1 Q1 'l~ x'z 54 1.95
486-102 3"6 x 1 50 3.02
43E131 1 x'Ja 50 6.51
Cvupling {ix ) {orr } (En ) 436-132 1 X 11I4 25 7.14
430•005 1!3 100 -J-54 54 436-1 fi8 1'1, x 1 25 8.01
430-007 31, 5D 2.75 436-169 1%x 1'Iz 25 8.41
430-010 1 50 _ 3.fi4 436-212 111, x 1'14 25 9.66
430-101 sIe x'I7 50 5.66 (MIPT a slip) 436-213 11I2 x 2 10 9.66
, 43b• 13 t 1 x 3l,- 50 _ y 5.22 436•251 2 x 91Ix 10 11.08
430-005-45 'fa'Caray 100 1.53 436-252 2 x 2'la 10 17.21
(FTPT x FTPT) 430-007-45 -glaGraY 50 , 2,47 436-293 2'Is x 3 40 70.83
430=1 a1-a5 '14 x'I~ Gray 56 5.66 436•341 3 x 4 10 33.33
; 43U-131-45 1 x'Ia Gray 50 _s6.22
PART O ' " ' Iteduc~r (ix ) [orr ) {fn )
Riser Extesider pN (nrr ) _(E* ) Bushing HEW ' 43T-073 1Ia x% 100 2.28
434-005 _ '1, x 2'/,efg. _50 _ 2.17 437•101 'f. x °Iz 100 1.25
434-007 3!■ x i 5Ie lg. 50 3.62 ~ 437-130 1 x'l: 100 2.29
, 434.4[18 'Ie x 21K8 fg. 50 _ 3.75 437•131 1 x'14 900 2.29
' (MI1'T x F'IPT) 434-020 2 25 9.29 1 L 431-166 1Y4 x1f2 25 3.02
437-167 11I4 X 3Iq 25 3.02
i'emale .4dapter (°rr ) {E" ) ,'437-168 - 1'14 x 1 25 3.02
435-005 % 104 1.33 7 437-209 1'I2 x 1/2 25 3,19
" 435-007 slo _ 50 1.69 437-210 11f2 x314 25 3.19
435•010 1 50 1•96 ~mw 437•211 1'Ir x 1 25 3.19
, 435-012 1'14 25 3.02 437-212 1'/z x i'f4 25 3.19
435-015 11I2 25 3.48 437•247 2 x1I2 1{l 5.28
435-020 2 25 4.68 [s~ x s1=~)
• 435-025 2', 10 13.85 ; 437-248 2 x's 10 -5.28
~ 435-030 3 10 15.93 437-249 2 x 1 10 5.28
{sli ~x E~ ll''I"} 435-040 4 5 26.37 437•250 2 x 1 Ya 10 5.28
z 437-251 2 x 11I2 25 5.28
435-050 5 5 68.23 437-287 2'l, x'!z 10 8.51
435-D60 6 4 9~.98 437-2B8 211, x314 10 8.51
435~U8U 8 4 182.83 437-289 2r/: x1 10 8.51
' s W hi te 1"VC Uniorx
PART O ' ~
Plug {1,4) fOrY ) (a) Unzon (iri) (arv ) {ea }
L 449-005' 'Is 50 2.57 ((7-Ring tYPe) 451-005 - ~l: 10 11.fi4
445-007 % 50 3.02 457•007 31a 14 13.32
~ 449-010 _ i 50 3.64 457-01Q 1 10 13.63 ,
449-012 1 'l4 25 4.88 457-012 1', 5 44.00
449-015 1'f, V- -25 -6.22 ' 457-015 1'r 5~ 45.86
449-020 2 10 7.73 - " 457•020 2 5 81.85
' . _ _ , _ . _ F'ressure rated ac 150 p s i at 13.4'F
- - ~s~~ 449-025~ -.212 .10 _ . _13.17 (slEp a s1ip}
449-030 3 10 17.42 m
`449•~10 4 ~ -5 39.4{1 Utiion (ix } iflrr ) {ea )
, - • - (0-Ring type) 458-005 'Is 10- t3.09
' 458-407 'I, 10 21.$5
„ 458-01 a 1 10 29.76 '
Ylug (iu ) {orv ) [En } ~ 45$-012 t}I4 5 59.15
, 450-045 'la 5~4 ~3 19 ' 45S-015 i Iz 5 62.31
4Sa-O07 g1, 50 3.45 _458-020 2 5 64.23
AMA& 45U-01~ ~ 5p ~.g~ Pressure rated at 150 psi at734'F
(FIPT x FIPT) , m
450-01'2 1ile 25 5.92 l3ur~a-N O-Ring [irr ~ (Qrr ] 1
' 450-015 1 Iz 25 6.38 40213 'I7 5 147
45"20 2 10 8.19 40216 % 5 3.79
; 45"25 _ 2'/3 10 11.37 40220 3 S 4.74
(MIYT) 450-030 3 10 17.26 40225 111, 5 8.11
450-040 4 ~ 38.97 40226 1'f2 5 8.84
40231 2 5 10.84
Adapter Gn Y [on 1 ?
474-007~ 50 4.55 P[7oI / Spa PrClduct5
474-010 1 50 4.83
1 ' 474-01' 5_ 1'1, _ 25 8.47 ~V
Venturi Tee f10Y {on ] {En j
(insert x slip) 473•825 'Ia(f) x 1 x'/4(i) 50 3.18
l~Iested ~nupl~ng [ir~ ) {arr } ] ~ 473•210 1'~{2} x 1'z x 31e(1) 25 3.88
~ jNC7TF_ F3r.«keecd zlirnenti~an5 Fire Gfl/Spigc5x s:x~s
' 47T•~~5* ~ 'Iz* 1+~0 .98
477-007 'l4 50 1.06 ~
i , 4T'-t11D _ 1 50 . 1 .87 Wye , • . ' [ua ] {orr } {en )
[~l~p~ ~°h"nestedcotip~ssdonotmeettlSTA4 B1640•00 1 50 _2.39
SCandurdsforSch 4~Ofittuzgsaixdarcnot t==`
NBP Iisted l
PAPIT • A• O (s[ip) ' Yli~
Firein Ada ter } {on ~ 4Er ~
~ P j t47$-U10 1 25 Plug . . ~ 61 221•{~D ;'f,] ~ 50 ~ ~.52
478-012 1"Im 25 B1231-{10 1 50 .63
i ~.47S-0f5 - 1'!2 - -~25 ' -
~k See Swing.Pamt E'rice List. discotiints (&pigoL) m
willvary 900 Eiborv iIN 1 {orv ) [En }
Lsp x O. SIZE CAPITO B1~i41•00 1112 25
(
Deep Socket (ira ) (arr ] {Fn.]
Coupfing ~ 482-015 1 (*2.169) 25 7.28
482-020 2 (`2.389) 25 12.03 (spigot-sPigot) M
482-025 at12 ('13$5) --10 15,48 - Bullhead Tee fiu y [orr y {Ea ]
482-030 3 ('3.625) 10 23.32 61111-00 1 x 1 x 125 2.11
(slip) -482-040 4 (1625) 5 46.83
- +
4k Scrt-kel clepLl1, cacli 4ide M
(s x s x spigot) ~ Adaptei {vvY 1 fEA 1
~ B 1251 -60 2 x 1'Iz 25 1.87
(NIIT'T a red sl,p)
~
F`UIIp DIS ~ ~~~t p.r1ces
)vc, 5,1997
,
~
, •z
PART O. SIZE CARTON PRICE PART NO. SIZE CARTO
'Cec (Ire ) [orr.~ 13 (~s~ ] ~n~r } {~u }
u11head'Tee
1401-005 '!x , • 40 ` ....96~ 1401-074 _ ,1, x Y, xfa1;~~; 1 G' ; ;~.2.54
1401-407 'Ia 25 1.06 1401•102 %x'Id x i 10 3.43
1401-010 1 ~,20,,~,•'.. :1~36~ 1401-132 1 x 1 x 1^l~ l4j4»24
1401-012 1'1', 10 2.14
1401•015 1'Ix `l a~~~~;~,• 2~t4 .
1401-020 2 TO 4.81
1401-030 3 5 •r• 17& (inu,.rdxi~crt:~ini[ili~tcC
MYL0N k-t) PART NO,
N401-005 'Iz 4Q ~
~ Comlaanacinn an~l {«s ; [o-}, ~ = r • (~n
Ea ~
1~401•007 1~ 25 1.42 FteducingTee 1402-005 'Iz x'Iz ~50~ .s~ isOG
~f4U1-Ul a 1 24 2;33.'~' 1402-007 '1a x 14 x 'le 25 1.59
N401-012 4'/d 10 4.19 1402-01O. 1 x] x~1 1.5~• ~_-r~1~87
N401-015 1'Ia 16- 5.27L 1402-012 1`lc x 1'14 x 1'/4 10 2.75
N401•020 2 10 7.71 1402•015 1'Ix x 1'Is Aa$''.`?~5~
1402-020 2 x a x 2 5 5.91
D _ O 1402•101~;;; 'I, x'l, ~x~?~1~`~~
RedGicijig Tee ~(I" ) ~ (E' ~ 1462•130 1 x 1 x a 2{~ ~x 1~T4
14a1-1{}1 la x~i''4 x 'Ix 25 , 1;1(IV~tz~I~~rt~;l:iprr) 1462-131, 1 x i xvI,o 20~' ~_.--~~74
1401-130 1 x 1 x1/2 20 1.40 1402•156 V, x]'!r x1I2 10 2.35
, 1401-1$1 1 x i x 314 20: _ 1.42-, 102-467 • 1 '1, x 1'lilx ~1,V 1 Q„: V% 1
1401•156 11I4 x 1'J~ x 'I2 10 1.84 1402•168 114 x 1'J4 x 1 10 2.15
1401 •167 1 Yq X}'Iq 7L SIy 10 1.84 1402-209 1'!z x 1'Iz x'zz~!Wft~ jW3.63
1401-1 68 i'Ia x1114 x 1 10 1.54 1402•210 1'I2 x l Yr x 'I. 5 4.29
1401•209 1'f2 x 11!2 x'Is 5 320 1402-211 1'I, x 11,IvxlAQ ,Ms~ ,';~n`4T29
1401-210 111, x 1'I, x 3!4 5 320 1402•212 1'1: x 1'Ix x 914 5 4.40
1401-211 1'/Z x 1 Ya x1 5 3.20 1442•247 2 x 2 x Y3~~- 5` 4.87
1401-212 1 'lx x 11l2 x 1114 5 3.20 1402•248 2 x 2 x% 5 5.14
xx'e3uL-Higinqff{) 1401-247 2 x 2 x'la 5 4.1402-249 2 x 2 xjj-&'„~5 `ry ~'.:mu65
1401•248 F x 2 x% 5 4.55 1402-251 2 x 2 x 11I2 5 5.91
1401-249 2i2xx 1 k • 4.0,`.;
1401-250 2 x 2 x 1Vm 5 4.78
1401-251 2-xr2x_1'Ia 5 ' 492-
[:brnbinaraon/ [IN ~ {orv 1 (EA Y
PART O. SIZE CARTO FtedLic,~gTee 9462•094' 31e x'13 01 zn ;"''rs
f2educing Tee (oH ) {On f (EA ) 1402•124 1 x'/} x'/a, 10 2.15
. 1401-094 iI,x- Yz x'Oa 20 1'.31: ' 1402•1255; 1 x% z'1~ 1 "0-&• 2!56
1401•125 1 JL% 7fi3I~ 20 2.29 1402•156 111ex1 x1I7 10 3.19
1401-151 114 x 1 x % 10 2.&,: 1402-157 1'le x 1 x~'1, `f0D% ~3_?7 3
14{}9•158 1'14 x 1 x i 10 2.62
14p~•2~2 1'l~ x 1'], x 1 5 3 29, (dn~:rt r~r~ucingir~~ertx
"~~Furr)
1401 •203 1'Iz xI x 1114 5 3.29
(n~.~.~xroaucingu-senx
IT.72~l1L'[Ra17tS'[."P{~ (IN ~ (OlY ~ (F1V ~
Gcrmbi natinnTee 1403-005 'J2 , 'Ag,25; ~~~1&34
PART i i 1403-007- 'A, 20 1.84
1`raci.sationTee diN] (vrr] (Ek) 1403-010 1 10 2.35
1 i 02•2Q9 2 x 2 x 1 10 ` 1403•012 1'I4 10 3.06
1403-015 9''s 'S 3.45
~ (iri~rL x i~kxrt ~ i111!'~'}
(tiljp Yfil1p1 lli.til:l't)
°See 4c}iedulc 40 k'rice L4t, dkco unty will vary
~
PART 0. SIZE CARTO _ O. SIZE CARTO
IIr~ ~ {o~ 1 {En 1 4iw.f [aTr'
Rcxiu~in~ 1425-101 x']z 50 .7r~ lt Aded~capter mgl~i~le 1436-074 '1: x gIq 50 1.42
~upling
1429-130 1 x'Iz 40 1.02 1436-075 'la x 1 50 1.46
1429-131 1 x% 46 .75 1436=402 % x 1 50 1.46
1429-167 91J, x% 20 1.55 1436-132 1 x 1'le 15 1.78
1429-168 1'I4 x i 20 1.20 1435-133 1 x 1 Ya 15 2.$l
t429-239 1'I2 x'I4 20 1.90 ILO 1436-169 i'I x 11I, 10 2.61
1425-211 1'l2 x i 20 1.82 1435-213 1'I2 x 2 10 , 3.46
1429-212 11J: x 1`Ie 19 1.42
(irLx~rtxreciuc.9 f 428-249 2 x 1 10 2.56 (rfsiu~u~~°iIF'''
ol"t) 1429-250 2 k 1'Ia 10 2.39 sin.sert)
1429-251 2 x 1'Ix 10 2.28
PART O. SIZE CARTO
ltecluet i7g Ma le {rN } (vrr f (EA )
Adapter 1436-101 % x'1z 50 1.28
1436-131 1 x% 30 1.31
PART ' 'O 1436•167 f'14 x% 25 1.55
w enlale Ada pter {iN } (arr ] 4~a } 1438•168 4'l4 x 1 25 1.67
1435-005 1I2 30 1.98 1436•211 11J, x1 25 2.03
1435•007 'Ib 30 2.15 1436-272 1 Y, x 1'!, 20 2.03
, 1435•010 i 30 2.39 1436-251 2 x 11/2 10 3.42
~ 1435•012 11/4 25 2.93
- i ~ 1435-015 11I2 15 3,73 (Nill''T.r•reduciirg .
1435-020 2 10 6.30 "nst)
~
O
(insert s ~`l l''t')
F'efni Adapeer ) (°TY) (F'-)
1436-170 _ 1'f¢ x 11I4 25 2 40
1436-205 11I: x 1% 25 2.78
PAPIT O. SIZE CARTO
i
Male tldapter (w ) (urr } W i
1436-005 'Is 50 .45
1436-007 'Ia 50 .54
1436r010 1 40 .57 2"length
20 .90 (lH P'fx sp)
143G-012 1'1,
1436r015 1'Ia 20 1.00
1435-020 2 10 5.91 - O. SIZE CAPITO
143frQ30 3 iD 9.05 1nsert I'lug ~ )
1 A3H40 4 B 12.60 1449-005 'Ix 100 .81
(inser-t x NWIT) NYLflN 1449-001 'I■ 100 .85
N436-005 1!2 50 .64 1449-010 - 1 40 9.13
N436-007 50 .76 1449-042 1'l< 30 1.44
N436-410 1 40 .95 1449•{]15 1112 20 _1.57
N436-012 11/, 20 1.64 1449-020 2 10 2.78
i+F438-015 11/2 20 2.17
N436•020 2 10 2.79
LAS
FLl9ID D15TFtf'BUTI0N RROflUGTS
Sales & Marketing Limited Warranty
3255 E. Mirakoma Avenue LAL3CC7 Fluid i7istnhutrnn Ymducte are made from 1 DU9a virgim mnteriaIs and mre rNnrranted to
Anaheim, CA 92806 6e free fmm manufaaturing defects in materials and workmunship. Thcy are rcarranted against
7141963-9755 rot, rust nnd e[eetmlyha carrosinn for a pes-iod af 3 years Frr:m dn€e af ilistatlatian If LASG[D
PAX: 714I524-1$94 praducts prove defeehve due tu manu£actunng defects in matennl or warkmanship dunng Lhak
penosl, thc manuFacturer will prvvide new rcplacement units vf [he stsine type and size. No
remedy wdl Eee grantev Lsnder this warranty if IaASC(J prUduats ure oiat used strictly m
4780 Hplly 3h-eex, Unit A nccnrdance with LASCO'S [iirechans vcath respeet to use and stnrage ar iF che produr-ts have hcen
Denvcc, CQ 80216 rnndified in any way. FHE MAIVUFACFiJRER'S LIA13lI_ITY UNDER EXPIt135SELT []R
30313$$-7244 IIVIPLIED WAlil'iAFVTY OR kOR ANY REASDN CS LIMITGi]TO T'UR R'1SI-1TNG
303i38$-720$ IiEPLACEiVICNT UNITS C7R GRANTTNG A CRCL]I'T FflR Uf:FEC"fl VE U1ZI1'i'S.
FAJt:303I3$$-7149 N[] LA13O13 EXPENSE DIt CQIV5FQLIEN 1 IAL I?AA'fAGLS WlLL BL YAIll SY
I.ASCQ. "1'[-iIS NYRRRAN 1'1' I5 IN LIFU QF ALL {]Ti-IER GUAIiAN"fLLS AiVD
NVAItRANTIES, E7CPRE55ED Ok2 TMPLICLI, INCLUIJING 13UT 1<If_]T LIM I7'k:IJ TQ,
3450-C Vineland Rd. WARRANTiES f]F iVfERCHP.iVTAE3ILITY ANI] Pl"I'itiL55 FOR YLIRPpSN, EXCEF''I'
(3r1€ant3Q, i'L 32511 FC7ft A1V1' LVARRANTIES IMP1.[FI] BY L.EIW lt[7Ii NC3NCCDMMERGIAL
4471648-5955 CClNSUIVIEF,tS. t+.NY SUCH NVARRAiVTIES Atd13 LlA'llTFD Tp TI-IE IJUR,411()N
I'AX 4071644-7999 C?F 'l'HIS V4'RI'I"PEN WARRAtV7'Y.
6 DC7 NG'b' LISE LASCD FITTIN+GS FDR OOMPRGSSL;I) AfR []R Gr18Et5.
311 Richert `DU NClT TEST PVC PIPING SYSTEMS WITII C(3A7i'RI!,uSED AFR (}R GA5FA
Wood I)ale, IL 60191 •DC] NOT [3SC E'I`ITiNG5 WITH LIQUIDS iV'C}T REG[JMMENDED SY LASCO.
630l860-7402 0 MCliJ3'FICATIC]NS C7F FITT,[IYGS VQ[D5 THE NVARRt1NTI'.
FAX: 6301860-74 1b
.aiTt1N0AItDS AND SPL+:CIFICt1TIl71VS - Insert Fittings
ASTM D-2609 - PiastiGFnsertrittrngsForPolyethylene(PE) PlastiePi4x
34[}1 F'ennsyI3r. ASTM D-17$4 Ri$id Paly(VinylChlaride)(PVC)ComgnundsandChlcsrinatedl'aly
Ardmorc-tlrdwick Ind'l. Pls (VinylGhloridc)(CPVC) Compounds
LAndmvcr, MD 247$5 MATERIAL - LASCQ P'krC[nsert Fuungsare produced frorr: PVC Typc ](DcIl
Glassifrcakian 12454-B.
3011322-3377 LISTING6 - NSF(National5amtstiarsFoundatina) forpotahle'kvatersen•ices.
FA]i: 301l772-1627
Standard Terms and ecrndiCioiia of s31e
1228-A Crovvley Circle 1. Terms: 2% 10Ch prax Net 30th.
Carrolltun, TX 75006 2 Freight: FC)B I.,ASCt3 warehausQS. Prepa'sd on ordcrs £ar praductsaniy cotaling $14[]0 nec fvr
9721446-8776 vneshipmen t tvsingledesfima[ian withm thc can4iguvus United States
F'A]f• 9721466-22$0 3 NErLimumOrdQr:$50 net$mu;lervrdersbilledat[hi.sminimumcharga
4. Clalms for shipping errars must be mada within 15 days ta LASCO. Clat rrss for damaige ar
shortagesshvuld te directed gmmptly to thecc>>rnmvre rarricr by [he cansrgxze.e.
22473 72nsi Ave. 5u. 5 Hetums wall l're aoceptetl anly by pnor authoriaaCiars and xf shigpacl freigh[ prepatd. fZeturned
Kent, WA 98032 merchandisesuhj:cttoa20%handluWresYOCkingcharge.
2061872d11$S b Pricing vssu6ject to change withouc pnor nvtfca I-iowever, pnor na[ifrcacion will be given in
FAX. 2061395-0221 theeventof pncechanges in [he period between vrder glacement and scheduled shipment
7. Qfi'ertusell is not Ymglied by possessinn vF this vr other LASC7D price lists
' LASCO ~
- nuic orsrnieunoa rROOUCrs
, Headqusrters
540 Lasca 5arect
SrawnsviLle, T1V 38012
90ll772-3180
'
FA,X: 9011772-0835
'
.
trLA..,
n ttp: rlw►ww.lascofittings. eam
PrFnted in l1SA I.06=1F-251i 5/97 0 1997 1,ASCO Hluid Distrihution Yroducth, Divisinn ot Tomkin5 ]ndustrics, lnc
1
LAS
FLL![D QISTR1BlJTION PRtJDIlC3S .
- ~ ~ Nipples
~A& -A
PVC Schedule $D Polyethylene '
List Frices
Effective: May 5,19 37
lil(Neww iP'rici tru+ctur~
,
, - , Sin 47
~
. S
UNIFpRM Rh7i NI16ER161
h19ERS apR1CE
T8E TOE 7dE ~ S1ZE. g7y THE. 70E
PVC Sch. 80 Nipples 205_011 10$-011 Ysx 1']{cfose} 50 $ 34 $ 61 215-017 113-017 25 $ ss $ 162
205-020 105-020 'I, x 2 50 37 71 215-020 1 i 5-020 11I2 x 2[short] 25 92 1 62
2{]5-025 105-025 'Iz x 2'I~ 50 40 71 215-025 115-025 1'/z x 2'!a 25 97 3 73
205-080 105-030 1/2 x 3 50 43 80 215-U30 115-030 1'/s x 3 25 1 47 1 89
205-040 • 105-040 1/2 x 4 50 47 86 215-040 ' 115-040 1'/ x 4 25 1 23 2 22
205•050 105-650 1/2 x 5 SU 55 1 05 215-060 i 15-{150 1'lx x 5 25 141 2 58
205-060 ' 105-06a 'F x fi 50 63 1 15 215-060 ' 115-060 1~/2 x 6 25 161 2 94
205-090 1 U5-p8d '1x x 8 50 72 1 33 215-080 115•090 1'/z x 8 25 1 93 352
205-100 105-160 1/2 x 10 50 88 160 215-100 1 t5-500 1'/x x 10 25 222 4 06
205-120 105-120 'l x 12 50 97 1 75 215•120 9 t5-120 1'/x x 12 25 255 4 34
205-160 905-260 1!2 x 16 50 1 18 2 19 215-160 115-180 1'/2 x 18 25 828 8 28
205-180 105-190 'lx x 115 50 1 32 2 39 27 5-240 115-240 1'/z x 24 25 1045 10 45
205-290 105-240 Yr x 24 50 1 61 2 95
205-300 105-304 '1s x SO 50 3 34 3 34 M-020 i 2D•p20 2 x 2[cfose] 1 R 5 ti 12 $ 205
205-380 105-360 'f x 36 Sfl 5 28 528 220-025 'M-025 2 x 2'/s[shbrt] ifl 126 2 22
205-480 105-484 'Is x 48 SU 5 69 5 69 220-030 120-030 2x3 10 1 33 2 47
220-040 '120-040 2x4 10 1 55 2 80
207-613 1 U7-013 V4 x 1 %(CIoSe) 50 $ 37 $ 71 220-050 '12p-QSp 2x5 10 183 3 36
207-O20 147-020 3; x 2 50 40 71 22fl-060 120-06U 2x6 10 204 3 71
207-030 167-030 x 3 , 50 45 80 220-080 ' 12U-OBb 2 x$ 10 248 458
207-040 a 07-040 %x 4 50 54 83 220-1 DO 3 2fl-1 i14 2 x 10 10 294 5 37
207-050 107-1750 V. x b 50 ~'i4 t 15 220•120 120-120 2 x 12 15 $ 37 615
207-084 107-060 x 6 50 75 1 33 220-140 120-140 2 x 14 10 6 54 6 54
. 207-080 107-080 V4 x 8 50 87 1 84 220-160 120-160 2x 16 10 7264 12 64
207-100 107-100 %x 70 5D 1 04 1 89 220-180 120-180 2 x 18 11] 15 09 15 Q9
` 207-1 20 107-7 20 ~K x 12 50 1 18 219 220-244 120-240 2 x 24 1[} 1414 1414
201-760 707-160 x 16 50 1 51 275
201-180 107-180 IN x 18 50 i 58 2 84 225-025 125•025 2%z x 2% [clpse) 5 $ 321 $ 4 53
207-240 1 a7-240 'I, x 24 50 2 01 3 74 225-030 125-030 2~I x 3(shart) 5 3 39 4 fifl
247-300 1 a7-300 3; x 30 25 3 74 3 74 225-040 125-040 2'/t x 4 5 3 88 540
207-360 107-360 IN x 36 25 4 83 4 63 225-050 i 25-050 21/2 x 5 5 4 54 6 67
207-480 107-480 % x 48 25 607 6 07 225-060 125-080 2% x 6 5 5 08 7 20
225-[}80 125-080 2'/x x 8 5 607 842
210-015 11"15 1 x 114 (elose) 50 $ 54 $ 94 225-100 125-300 2'lzx 10 5 733 10 24
210-024 110-020 1 x 2(short) 50 58 9 05 225-120, 125-120 2'/P x 92 10 837 11 96
210-030 1 i 0-Q3d 1 x 3 50 66 1 15
210-040 110-040 1 x 4 50 77 1 45 230-026 1313-425 3 x 2V6{clase} 5 $ 3 68 $ 540
210-050 110-050 1 x 5 50 97 7 73 230-030 130-030 3 x 3[shart] 5 393 5 55
21 0-060 11(Y-060 1 x 8 50 i 07 1 89 230-040 130-040 3x 4 5 465 676
21 a490 11 p-080 1 x 8 50 1 26 251 230-050 130-050 3X5 5 5 37 8 57
21G-#(JO 110-100 1 x 10 50 1 51 2 74 234-460 13U•O60 3x6 5 603 9 27
210-120 1 Sp•1 20 1 x 12 50 169 312 234480 134-080 3X8 5 7 47 11 55
214-150 11 U-160 1 x 16 50 216 3 98 234-100 130-1 pU 3 x 10 5 891 1369
21 0-18a 11 [}-180 1 x 18 50 241 440 280-120 139-120 3 x 12 5 1011 15 98
210-244 19 0-240 1 x 24 20 290 5 23 230-190 130-180 3 x 18 5 2658 2658
210-300 110-300 1 x 30 20 5 93 5 93
21 0-360 11 m-Sfi4 i x 36 20 • 11 36 11 36 240-028 140-028 4 x 2'1, (Gose) 5 $ 6 03 $ 878
21 0•480 11 0-48p 1 x 48 20 1393 13 93 240-040 140-G40 4 x 4(shvrt) 5 6 32 8 94
240-050 144-050 4x5 5 713 12 28
212-016 112-016 1'I. x 1 I(close) 25 $ 59 $ 94 240-060 140-460 4x6 g 718 1261
2 f 2-020 112-020 1'/, x 2(short) 25 74 1 33 240-080 140-080 4x8 5 9 59 16 12
' 212-025 112-425 1'/ x2'/ 25 80 1 45 240-160 94(}-tOQ 4 x 10 g 11 26 1967
212•030 112•030 1'/, x 3 25 87 1 52 244-120 140-120 4 x 12 5 1318 22 35
212-040 31 2•(}40 1~! x 4 25 101 1 84 • TpE Mipples-Availa6le Frpm Stock
212-050 112-050 1'l x 5 25 1 Zp 222
212-060 112-050 i'/y x 6 25 1 33 2 47
~ 212-080 1 i 2-0&0 7 Yd x 8 25 161 3 85
212-700 112-100 1'/.x 10 25 187 340
212-120 112-120 1'/, x 12 25 212 3 85
• i l 1, ~
.1
i ~
:L, esocF7 00
- ,
~~~~~~RIOUND ;
FEEDER C~BLE (UF) i
INsu~~oN: PC~.~t~L cHLO~DE
. ,
5IZES: 14 AWO - 4/0 AWG ~
~ r❑ ~ kfp+Ci~ ~
C--Vers
s e ~ S IJ 71'l~wI p4lilfaill4. W. i o1 ri
Cz:,ia. Trpa LJF, fcr usa'in c:.rr~:;[ca
wiih 'hr NcficnWf C--Cr or
les3 azc cr a tesnpercture cx '60°C ar T: Sc3LD 4 fl.?;3
les i ne.e Cocfes afre c~ns;~c;ac in
C`c- :ftiC:~Cs ~*/Pt~l Uf1C1$fwrit2r3+ LL"' fI 1/{ r!~}~f► 1
9 10.R 3Lt.il~ M Y •4~v
~ • ~ !nc• ~V I11+e~lM~~n .+r~r t'~itr ~~5~
v! i~~rs! I~~r 74~~T ~ .
/ I
~
2r~r C►~.71~i'L1.1.r►a~~a~`r~ •~r~ ,
~+Y ~~7YI13ilG~l: t ~ I2 T
8 7 5 ?Ca
~nic.:.ang `c UL:i=~-- r~ ~i i9, Fzris 6 T 5 .3»m
A
-W 7
~
24 lrrsur"cHcn: ' 2 Ac"" czni~.a.ang
.
iC Lz ..~.~.~.C 719r Cu`m 2..!'Z-9 - .~4~7
~ lIQ 19 o
~2•'0 19 6 .1.05 i
Ld`L 'ec-vy ;::ty
19 - 2.4 htcrst,rr'rc:vrer=s fdrr.tiir~r;"~rr; '~,:-~^.•~^y,~;c e~:c~:y Y_~ ~n
cSJ==
=c: 7
~~R~~4~Y~w11• ~ •a, ~
2-R
~CtGVf~l:
.•'~i~ ~ °I~S ~C;L G~ ~!'3+SiC::iY ^ncl
e:~c-:c~siy ;n l..`r
`ir~ i~...... /17 Lrd CfiC..'it l .:n~: ?~L
~PDE IN AME.R~C
~tnr DRI-SPLICE °
srLARS WIRE CONNECTOR kiTN PRIDE
PRICE SCHEDULE DS-1-0989
Effective September 27, 1989
Supersedes DS-1-0485
P/G: 20
• One size fits AWG #10, #12, or #14
~ • Designed to insure waterproof connections
• Easiiy installed in the field without special
tools
\ • Permanent protection for underground
~
~ wire splices
I
~
webbing expands
/ to appropriate wire
size
The Spears Dri-Splice Seal designed into each wire hole
enables you to stock one connector for all applications. The
Dri-Splice Seal features an interference webbing which ~
expands to accommodate #10, #12, or #14 gauge wire sizes.
In the event only two holes are used, the Dri-Splice Seai
revents sealant from leakin out throu h the third hole. '"'p`o°e° ~
p 9 g ~ design of webbmg
allows easier
Insertion of wires.
webbing seals
any unused holes
to prevent solvent
run out.
For use in electrical systems with 30v or less.
Part Ust Price
Number Descrlption SP/MC Each
DS-100 I Drt-Spiice Connector (Includes Crimp Sleeve) ~ 25/400 I .42
DS-200 I Crfmp Sleeves - ~ 200 I .08
DS-300* I Dri-Splice Sealant (A,pproximately 30 connections per 5 oz. tube.) ~ 24* I 3.50*
* Sold in carton quantities only.
- SEE REVERSE SIDE FOR ASSEMBLY INSTRUCTIONS -
Prices subject to change without notice. Possession of this price schedule shall not be construed as an offer to sell the products listed.
i
Informat#on
~ Features pf the Ford Bald Vafve
Fpl;6 BAf.L VAL1,+E5 zre idear !5r use in ~na;er serwice lines TsGhtr.ess rs BOTN d:•ecnors at a:l easy ~'TUng. nan'~fnCing, an~ ~
mir:i-num crassvre fbss-these character~si~cs are adCed ta goad ¢rsgi~y8er~g design, qveI{ty, and precis~ rrlanuf&ctinriy
' .
5aifd cna pfece tea•head and stem A brvnze or plzsvc nng caaks [ho s:em p
a:urdy checka alfovr 90° moflors anc,
ara ar+cfossd and prmtQCEed. sfliidly into ths toGy~1 tne vatue. ~
Hsa°q casr Eranxa" pvdy :S Bursa-N v•nngs in ihe stam
engine2red ro wlthstand p;p@~ assule permanent
5tresses wdtertig7t 9eal aC CCp.
\
Ford 1531 Valves are r {
cfesigrssd 1Q wlthstsrtd -
woning preszures Y:p fo •_~.._t~ ~ ~ ,
aGo PSi. . , Vfllded 8une•+V ruhter
seats sepport ihe ba!I. Vaiva
Vanety cf end~:onnections ~ i5 watarlighi and Eg a npn-
svailaare tor cppper, tron, ~ f directivnaP vefue.
pbshc, or Girect ta mster. Ends
ar$ InfQgral cr secu rsd tivith ~
aonesive to pravEnt unan:eni;cnal
dsassemvfy. ~
Sphancaf'1ucracarlbon-caated
~
brass baii ptorrides maximurri flow
Gaosrrty ar,d ease of tumine.
~ .
►111 Fv~ ilfeYer $ez prass cssr~fcrms 10 AW WA 5fanca ra CSCi~89 (RSTM 8-52 -s IpBfex i f y-- 8g.5 .5•5}.
OptloraS AVat~able -
C4UpCIMGS FOR ALL TYPEB QF CONNECrtIp(V5
Ford Gurb 5caps and Meter Vaires are avail&e wish a v„de :•arie;y aP _onnec[ onS t,~, akC y0ur 3eluC'.io1 fr0rr, CoEI1C+f8SSiDry, flare, lemalQ ar ma:e
style fittings for Ccappe r, frnn, ppjygMylene, Pa ~huEyleno, PVC a,1d Le 3d. Grip Jo~r4 ensiced of PSC,t Jblnt for CT"3 (io.' alt s ¢as) or P EP 1314
•
ar 1'j can Ce urdared 'ay adding °-G" 1a :he pnd oi Calaloq Yumbcr. E:[AMP! E• 847 •333 0.
3853' FM !lEAD RQTATION Sldndard Tee Ffead 81o' Ds in body permit 90' #urntorvy Fu.P 380' tke FSes r4idF;Qn [5 dV2tiJanlfl add 1t' to Catalag Aum6er. Example. 829-333R.
VALVE LCCK CAPS
L.ock Caps are avaflaEsts tOr 510" fAru 2" 3a1l VaCrCa arq 31d" Angle Kev ;"aiv~.rs 3efl Dage 37 fa orcer.
PlAWOLES FOA 4ALVE$
Handiat for ualvas are avarlaWe L`rJ@flnq enlcrr^dTiar. artl ceSGr-{7llGnS 3re falnc ar paq2s 36 ana 37_
2" CATE VALIAE OCEppT1NG NUT
A:Savt3Tuu Heuc on 1-i.'4",1 •1I2" and 2" Ral+'JaIves (l.aled cn pages i- 30) :or ouerat:or avith sia:°ieaC gste waiNe wrerrches. 5se page3?
Cv arder,
RBCt,.hIMEC? WATER BALL VALVE YEE HEAD
0.Zistunct,ve taa need Nith 'Fecraimoc 'rwdter' Io}dar,ng Jfi~: oasv ~deFir~'i;.aiia ~is ara,laole on 3t4' [tiru 2" San E'zIves lnsert "F;W" Intc tne
Ld;a'vy Nu;r[ber. Exdrnple: BR',~I 1 •333W
PaaLocK wruGs
N4rast VeIves sre xvallabie wi[n Padac~ Winas (excep: !pr •Arrreapofn :;ai,e ,r sv"sre notDd, kcd °'A'" 4o Catalcg iV;;mbQr. 'Win the CaSalflg
Number.rdicares vitiym is a'.e3f1a9(a wr}h Dadivcx wings vn:y ,
h4}NNEAf'OL15 PATTERM YA6vE
Threa:Js dre aVadQbte araund t,e s•afve bec~ ii .!cf2r'u ai:ach Mirneap^I,s :ur:s b:)x 31= ard vialue3 have ',-'12' tnimads, S'srd", t•lr2'
ar.d 2" valves havo P' ihreads If an adcit, ons' sITZ IS dC0 u. '2d etha• rh a r, he s2 es 4 3Ea C. 2I8d"se CL1r7iaP,.': :1 C faclvry 'or svailabi4fy.
"NEW EP6GLAND" 1FtON PIPE THREAQS _
°iJew ErrgEqnd" Er,)n pisa •hrsads unner 8are eaPaer [un: rjs are ava,iaafe T-is v;,rzon ,;ai; 5e'9ur, an,:age34
~ "DPEN fiIP,+HE" FEATURE
A+ass'es rnih ,ha "oPen +ig -I!' ! eft:Lrc , re f^s!'1L'13a:J.'EC S: :h$ %,BtV@ 67C]Btl$ .7'y zi,rriog tre r annla tc ahe FICHT or rf[sCk•nr.s°. ;NQTE. Sfandard Ford
vaivas a:a blpicslly rarulscrurQa sa th2 twue ca,2i,s o, ~urn3rg i;c valve hanW e;a „rse !s'~ o• rvunter e ock"[;e f 7-14s ap,ion can be founci or
paga
r;
LC ' ~ Str'~Scir T T I
'INLAND PACIFIC ENGINEERrNG, INC.
Ncavember 1$, 1998
1PE W.O. #95617 Spakane Cvunty Engineering Department
1 026 W. Broadway
Spokane, Wa. 99250-0170
At4n: Mr. Bill Hemmings, F E.
Re: Riverwalk 2nd Additian Punch list Cvmpletion and Surety Bond
Dear Bil1,
I am enclasing cvpies offour letters for your review. The first letter dated March ld, 1998 is
f'rorn your office to KC Canstructian concerning the punchlist items and surety bond. As yvu
can see the punchlist items included in the package were supposed tvbe done lby Marcfi 30, 1998,
crr Spokane County wauld take activn against the band securing the compietion of the praject
Because of the problems with the plat s,ponsar, K.C. Canstruction Crampany posted the bands for
this praject.
To date nv actian by K.G. Cvnstructian ta camplete this praject has ❑ccurreti, Some punchlist
items have been taken care of at the expense of Inland Paeific Engineering in gvod faith that we
vvould he reimburse fvr our actians. Nv punchlist items vr vther activities have been recarded or
inspected by IPE ta date.
As you are aware this project is the stumbling block for a11 vther projects that come after the 2°a
Addition. Until Riverwalk 2"d Additian is accepted by Spokane Caunt}+, Riverwalk 6'' can nvt be
accepted, and River•walk 8' can not mave farvaard.
The campletion of the punchlist items crn Riverwalk 2' Additivn has stopped progress on other
developers and landowners. Is Spokane Cvunty gving tQ take action against the band far
Riverwalk ti"d Addition? I haVe cjyerns who have large financial invesfiments hinging on the
actions of Spakane County conceming this issue [3ur suggestion wauld be to cFaim the bond,
perf'orm the work, and mave on so other prvjects do not pay the price fvr nan actian of a
irresponsihle develaper and cvntractor.
I wauld like tv tiiscuss tlus issue at greater length at yaur converuence Please call with any
questivn, ar ta set up a meeting time for closure vf'tFus issue
~
~
I+tiyerwalk 2"¢ Addition
page 2
Sincerely,
Iniand Pacific Engineering, Inc
Bruce A. Howard
Principal
enc.
cc: Mike Hume, Totnlinson B1ack
T]oug Birch, Pacafic Pt'Qperties
Tom Aa2derl, Sharewoad Hames
Mike Klika, K C. Constructian
Ed Dean, Dean IIausley
Brett 5ullivan, Sullivan Hames
Tadd Whipple, Inland Pacific Engineering
Mark A1bin, A.M. Irrigation
~
" A;~ ,
0
S ]P Q 1-c- 3-1 E C7 xi N T Y
DPVISION qF EIVGI,tEERING ,a('tiC] ROrYDS ■ A D[VPSIC]N QF'd'HE P[laL1C WC]RKS D £PARTMENT
IVilliaral r'1 Johns, P.E, CounN, Eneineer Dennis','vS 5cott, P E, Direcror
V) P
Apri.4 3, 1997
v3 1"4
Todd Whipple. P. E. ~ y fj
Tniand Pacific Engineerintr Tj~j%44 ~
707 Wesc 7th Avenue, 5uice 200
Sr)olcane. WA 99204
SUBJECT: P1414G - RiverwaIk 3th Adslition
P'lan aubmittal (ZPE ietter dated NTarch 19, 1997)
Gentlemen
We ~ave :on.sidered your s°Quesc, and have revsewed our files iar the variaus phases of tie RiWerwalk- project
'nic pr±mane acces5 posnt is loc:ated ai the easterly end or lndiarsa in RFVerwalk fith. ?t appears that access to
Raverwaik- Sth :s. by any rouiing pian. avauable only bj, u'avelxng some distance an Indiana Aueraue AY our
lasr sice visic an April 2. 1997. Indiana haa noz yet been paveil trom ihe tast boundary or Rdverwaik 2i1L.
throu2h RiverwaLk 6rh, to the a[CesS poLrit tor Riverwalk 8[h.
We wnuld lz-ke tc) note ttiat the plat approval ror Riverwaik- 7th was Qranted in snize nf the lack of ;:apiwoti•ed
nians ror the 8arker Raad irnDrqvements. Thflse irraprouements hecanie necessarv due cv the floF il-ireshold
wiisch FPE had indicaced wouid renuue those irnprouGments. The plan accepcance of Riverwalk 7th was not
atrecup-d hv ~}ze ac;:epcance of Indiana. as Lhe primaru access co masc af the Riuerwalk 7ch !ou is expecLe:i i~)
ocLLr nCr.-i iAi55snn Auenue.
Tlie CQUnry has been working wid3 IPE since at leasz rTie SDring of 1996 on deveiopinLir the cnrsr.ruction
documesitauon f'or those phases ofRiverwaik- whieh constrazcted Zndiana. and the sunpnrfing, dramaze faciliczes.
ulo to the westerly 1~undary or Riverwalk- fich (phases and 3). ThiS was all so ttaat fallowmg phases ",hdct;
access intiiana could have pians submsu.ed and plats approved The first submittal of the Record Drawings and
suppanui-a doccFmenis tor phase 1 was rer:eived m NavemToer 1946. and commenrs were returned in Decemher
1996 Ta date. the aeaor.s re::-assan• to address the varioras comrnenLs noted tn our revtew of IPE's submacullb
for phases i. and a haVe noF yei bewn compieted. We acknowledse receipt Qf the Phase 1Recard I7rawings
submiaed a€ your meecing warh Ed Parry an March 28, 1997 Ypu also indicated in diai meecin- ciiat the
Record Drawirses for phases ? and 3 would be submitted by Aprd 1997.
As vau will recall. the plans for Riverwalk 4th and 5th aIsa were not ta be submitted UnLil the Counry had
ace:epr.eti the construcnon and establMed Indiana for rraaintenance This pDS€tion was raken sv that the Sporsor
did nvt aet placed in the pasition of hauing to maintaan and plaw what wvuld he the major access i.n(a and
Lhrouah rhis large subdivision untd the roads were fiinally ~stablished a.s Caunty-mainrained roads. This is
suniIar tp rtie situacion in the Wescwaod Subdivisaon, w7th which you are familiar. It Ls urfortunate thac this
posirian had to be taken an those projem. buc it was the arAy vption available to tlae Caunry to encourage same
acuon wward the accep[ance of Indiana. As rhe 5ponsar demonstrated prvgress csn the accepcance af Indiana,
1026 W. Bsaadway Ave • 5pokane.li1JA 99260-0170 •(504) 455-3600 'PA3t (509) 324-3478 'f0D• (505) 324-3166
.
Tadd Whipple, P.E.
P1414G - Plan 5ubrnittal
April 3, 1997
Paffe ? of 3
the C6unry relaxed that pasiLivn ro accepLing the plan5 for review, and then cansuuctzan, with plac apprvval
of rhose phases u3 be granted when Indiana had been established.
At our Fehruary 24. 1997 meetmg wi(h the 5ponsor of phases 1. and 3, we had indicatetl the Counry
En2ineer would be wfi3lu-u to corsader granttng FM Apgrovai for Raverwalk 4th and 5th griar to acceptance
or Indiiana. Tltrs, however, was contirrtgent upan contiraued pragress towarrd the acceptance ara.d esta+'i(i.sh mertt
nf Iruiiw3u.We are concerneci that wirh the kecord DrawiniTs havuLcr been submitted, progress in proGessinLy
the ca.lculations to support the plan changes mau st.aLynate This will have an ei=Fect vn the plat approvals for
Riverwalk 4th and Sthi.
There are man), icems which can, ancl should be campieted prior to the actual submittal of the Record
CJrawings and supporEU~ documenrs. Amonn-, tlhese iterns are any piari chan2es which are contempiaced Plan
Change Reques[s should te treated tn a fashian analagous Co a Desitrn T7eviation Request in the proaect desa4n
nracess. If plan chaxac-res are necessan= to aeeount for fieid condmons. rhen Lhe jusiificaiian for chose chanaes.
tn inGlude all supparLing calculacions, wiii need to be submined. and L3nen receiue ;he Counn= Engine-.r' s
approval. iarior tv 5uhmiming the Rer-ord Drawmg5 This is necessan° ser that (1) rhe prDCessznii of the Recor[~
Drawin2s is not delayed by the processing of the plan chanLTes. atia (2) so that Record Urawtnzs are not
xetumed due to plan cnaages which the County En-aineer wil[ noc approve. T'his will also minimi,ze the poterstial
io re-reezard any additional easemencs which rszay resulc fCOm che p:oposed p]an change.
We arl- enclosmg a ltst which summarues gemerally ihe actions necessary co address Lhe dtffereni categ4ries
ot the comments provided. Please refer ta the actual comrrsenLs (previously provided) ror the spectfic icems
ar c:onctn3. Our fUe search inciicates that ealculauons shvwing hQw the revised pantis meet G aM requueanents
rnr waier qualin, creanment and siorace volume have not yet been suDmitted. Althougt the Coun?y -Enffineer'S
Uftie; is prinlarily concerneci wich the calculations far ponds receiving runoff nonn public ridhLq-or-wa}r,
calculations ior al3 ponci revisivns fmcludu-x rhose whfch serve only the prlvace roacisj are needed as parc ni
ehe publPc record ror ihis projec:.
We wili allow che suhminaP of road and dcasnaee plans. for Riverwalk 8Ch and 91b Additioms at this tune. In
IiRnc o'r the above, we da not "reei that it would be prudent to accept ior carstruction pIan subrnattals tar those
ddciitinnal projecrs which can be expected to have theu- prunary access from lndiana, u~til Indiana ha5 been
acccmed, and established b}+ the Counry for maintenance to diV pcyini of priznarj. access. Th1s u1Glurles
Riverwalk 9rh, as well as Ftiverwaik 8th.
,
Todd Wh'sppie, P.E.
F1414G - T'lan Subrnittal
April3, 1997
PaLye 3 of 3
Piease fet us Iuiaw, an writing, when the oilier supporting docunenrs for Riverwalk lsc. and che Recard
Drawin4s a.nd supponing daeszmments fvr RiverwalIc ?nd, jrd, and 6th wil1 be submitced; we would aiso li.ke
co know when to e:cpect any Pfan Change Requests which may be needed. I wquld appreciate yaur resporise
by April 9. 1993. Tf you have any quesuons, please cantact Ed Parry, either by iener, or by telephone aL 456-
3604
5incere1y,
William A ]dhns. P E.
5taokarte Counry Engineer
,r'~ -
Edwartt!. Parr" ]r. P.E.
?'1an Reviem, Er~ineer
Psatec[ rile. P1414. P1414tl, P1414B. P1414C. P1414D. P1414E, F1414F. P3414G. F1414H
Snat:ane County FuDiic Worl[s DuecEar' I3ennss 5eott, P E
5pai:anc CounGy Engineer's Office• Hill lbhns. P E„ Bi1l Hersunuigs, PE . Ed Parry, P E Dean Fram P E
5ponsors
Rivenvalk ist. ?nd. 3rd. 4th. Sth. Ed DeanlNfark Hancoe,k, Deau Hausley Cornaan!;, 16720 N E. 1 k6th 5treci. &edsnond !NA
980;'_
Itsverwall: 6rh• Mik-e Hume. `P'o:nlinson Blacl: honh. SZDS hvrtti i]suisiQn. 5not,:ane. WA 99208 Raverwalr 8cla
Rsver.valk $th. ilvWce Miller, P E.IDouc $srch. Pscific Proqertnes Incorparateci. 14410 Be1-Red Roed. Belle.+ue LVA 38W7
Rsvcrwa14; 9th: Mike iCiicka. P[7 Box 1453. Fiaydea Lal;e. ID 83855
P1414 - 1Ziverwalk P.U.I?., phases TY 2, arzd 3
Canstruetivn Ttems -Recard Urawings and Trspection Iteports
This 1-1-sL summarizes the Review Cammenzs ort the Construction Documents and
Reco-ra Drawi,ngs submitLed to d¢te. Refer La tne actual Rezriew Carnments =ar
staecti f? c ztems
RivezWaik i5t:
ASIDhc! i~ C~E't]ttl : Cr°{il: reC"t~ _iC]IEl I:?! dI1C~ ~Si+a:w,l (~7er $i l1 +.jOrlflS ~C7
3CiZ k']n n@ Ce.a"Sary
2 Coi1crEte gL:ttei J9pT.i1: Ca5}3 TDc3yYYlE:":L I"EC'd ==0m CdISlerDII ° NO a3CL''3o53
I3eCeSS2.ZV
cessive acce ier~r-or an eyoss-gutte- at Tna;ana/McN?il-lar: st; ? 1 need
_,ie _-1cal:_ion from udink=e_ {per Feb 91 rnta *W1 Dean Hous -lev Co. )POnc~'a.tzg
=emvva.i & ren?acemenr Der IPE 28 Mar 9'7 Ie~ter
1_=igaL1t7I`1 5s15 -A.T'Sc S ?n SWc! ES S',?i vitYG I?7r~cfld : SL.w!! PE°d LCD be
« Record Draw? nas submitted
, irieec to es tablish vegetat_can in ail swalps
?cnc issues:
c. PCMilY:i$ 'Ci?L C32°C: iDEC 37E°dS to :SL:C)dlYlk' T.3iG:3 C:1aF1iQe SI74La'iilg ? iZte!1C1Ed
-DT zoDSG'1_ w 5ot`; f7r .X`.a011d5 :1PPd L_G .^ue cor!5, _ICi_°d oEr 'olc"'.^- Or w:l.:,+so_l
~aS :s :!ee'~ ~o b° {1o:"}° ti --tiSulta SL1I3ii!i d ted Sf?Dsral:?C =:OPl~lici1C° to GS1'R it7~
-:~_-_:'?2r :7=Cai1'_C CC:=bo=? :C1nLAnL o'_" Ccitloi?~ c R1':CmGnae CcC}aC? t°v.
Prr1ClS tC]i: .SncllC7W: PC1~?G~S 17Ee[~ tr~ ~IE r°cLi!5zr~.~czBra,r or i PEC ??EeC:S
vo 1J?-oi+1 dC. D_cI1 Ci?ai.1M° "E'qL1E:5 zl-=lCF ?"eV15id315 , 7-o r.I1Cll2Cie C21C5
c. Pond foa~~~~ n-z nrt per plan: IPvC neeas to urozrZde plan changA
°V'r'G7 CS Si rJwi7YQ tt7c r- '~i:°!e il°W la`JC]L7i. :ile°+:,5 GSn3 ;"?Giw'S 2r '.`3G:"1J"a T1e24 Lo b?
COi?S t?'UCt°1Cl E:Z ~.3~TJ~"cjve~J' C~! a~?5
7d€3 i e: . .
J.. 1a.: `S fJi 2t5' Mc't_ 97 311GaIcc r_vs Lhe 3CtaC?I25 --eceSSc3r'v LD
ca4G'1'e55 SGd7lE of t. te5'y ISSL1°5. r
PCZ7w cclCL.'13tioP.S 17e~~ to ddd?"°s5 .:ll afr'°Ct:?d 2?EmErirS Gf
PC31d C1eS?C3'!, bt1u tl(Jt ?iIII? teG Lc:: 208 VC+lud[!Er CDLdl StOr3Ct
aC7lLFIIle, 20$ deT7th (ilf:C?I to =?ICf)r Ctepii;1 froItt =?DxInd l CuI'.q `3CYWl3:'!e it'a
GaeVWeS? -r.iIR (Ill?P_-iIIlum t3s 0. 4'), EtC.,. F?elC.,"' CQrI'°Ct?Lre dCt?0.15 a2St7 ?7e0d
CG conS3Gie3" rhese el ernen ts .
MissionlHarmony: Sidewalk was noL located Der apprrved plans. Plan
Chanae app-roved iay County Enganeer did not indicate an existinq utility
riser wnich may interfere with the approved change.P1an Change needs to
be revised. IFE to resr,tb=t PIan Change
9. t+7eed to complete any remaining items on I?E° s punchlist. Wfxen the
contz'actor has corxected a3I 21aE Za=chlast 2tems, XPE needs to prv-vide
wrztten certifzcation of punch3ist cnmpleti-on to Couaty Eng2neer's Office.
F1414 - Riverwa4k P.CJ.D., phases 1, 2, and 3
Construction Iterns - Record Drawings and Xnsgection Reports
Ra,verwalk 2nd;
1. lieed to camp? ete ?PEC' s punchlist When the contxactor has corz'eateci a12
IPE punchlas t iteias, IFE neeci,s to provz de srrz ttea ceztification , of
panchlast cvtapletzon to County Engin.eer `s Office.
2. Drvae! i s at Tndiana 11+54 {east end flf Rive_'.aalk lst} wkll be viewec as
j7cr'z 4= RiiYEI"Wa! F2?'Ydy 51?1ce theV rEGe1Ve r11I1Gff ± iC1ICi 5WalE5 1Y7 RlvErWalY
7ayCt
3, Grates at Indiana 11+53 : Gonstructed wi-:~out requeied sump shnwn on
plars. Need ca1cs to show *hat new grate ei,evaz-~-ons orovide adeauate in? er-
CGpGci:. r, CSr SeL LrRtes LG XD1CSP_ ~~evat1onS
1. 'Liaed to C,:ri?S vrL:C;. SOUthe?"ly inte?°L:.°ptGr SWa! e, 4r ad}L15L or$a
CXidii:ad7e a'"+idiES 3CCo?'i]1.T1C"! '
. = Ji!QS :
c. P(7I1d5 i.OC) dEep: 1FEC i1L'ECtS to 5abIIIl. z T3l3I'_ CI1cP_Cie SF1L3srii'!t7
1-iiLE?"IC1eG C1EDL}fl dL t0o5[J1.l & ti5od DP o(JRdS I'lE~d -:O b2 coI'15LrL1C7-~d pe'" DmcT15
C7r `._vCSOil CeStS i1~~a to bE d{]I7E L'e5:1lt5 SL:C,s"'.w ti.2d SRC7WII'1C7 Coielv} 1e3i1C°
GStA `cr i.k"lEEZ argd R? C Cd-rb0T1 CC}Il teilt C3r .G L_'D:32 Cexr`haI3C7e CapaCl ty.
O. Poi:dS voo Sha.llOw: PCSP.dS i1eed to --re sccC]PSu?'vCzeC, Or T_PEC ne?a5
-o v?`oir_GE o! ce:: ::e1anp"e ?'SqU°St z ?3G ?'eV4S10t15 t -o i e5C ~Gde cciCS
r. ?onG `~~ot;D?'_nt ?'kot oe?' ola!7: IPFC ne°as Ho orcvide pE an c-ange
av/Ca! :u 5:_GEu-nG tI~~~t r-ile nE:W~ javoi.tL IC1eeLS iav~: S va'" _7QPCIS I?eEC :e
CJ:?c z_ i1C ti°.r', T]~r a*~.]' T7rtJVeCI n1aI1S See .TIQte fo2' -,1~2S iteffi TI.I7.dez ?Sv AC c1'. =ioZl
ti . Ir_l7cti0IY SVSt°Ii!5 1n SW31?S Se'_"vz I1C] _wulalla' S L~! ! ikeEd zo 'd:e
iI7S z-a! !°C:, & t-FI2r'or'd Dr'cW1?ZgS SL:k7Iill LLed
r. SV2°u zo eSi_.c)ll$a"? VBge:at? t7T1 ? P. SW~leS
Rsverwalk 3rr3:
F°eu LO r'ORli--i°tE, TJEG'SpL1I1C1":l? 5t_ Whtn thE co23t~--aCtor 12e3S C~z~-ecv`ed aiZ
IFE punch2ast items, IP.E needs to grovzcze wratten certif~--catsan ❑f
pra~~h2i.st cempIetaon to Goas.nty Engzmeer's [7f°ice,
?onds:
a. Pands tofl deep : IPEC needs to submat plan chGnge showing
?ntended depth of topsoil & sod ar pands need to be constructed per nlans
rar topsoil Lests need to be done & resu.lts sub:ritted shawing cotnpliance to
GSM =or eiLher organic carbon ccrntent or catibnic exchange c«taacity.
b. Pands Loo sha11ow: Ponds nEed to re reconstrucLed, or 12£C needs
to pravi.de plan change requesting revisions, to include caics
P1414 - RiWerwalk P.Y.J.U., phases E, Z, and 3
Construction Iterti.s - Record Drawings and Inspection Reparts .
c. Pand foatprlnt not per plan :T: EC r,seds to prauide plan change
wlcalcs showrng that the new 1-ayout meets GSA? reut' s or ponds neea to be
conszructed per appraved plans See sxate fcar tha.s 2tem urnder Zst AddLztson
3. I=rigatson systems in swaIes se?-vlng Indiana. stall need to be
znstall-Ad, & Record Drawings summitted
4. Neec uo establish irecretaticn in swales
-
CNL~ND PACIFIC EI~GI~JEERING, IN y~.~y ~
~
~4V
0
1998
January s, 1998 W.O. 95617
I]ean-Deily Company
16724N.E, 116th Street
Ttedmond, Washington 98052
Attn Ed Uean
Re: Hiverwalk F.U.D. 2nd Additicrn, Walk Through and Punchlist
- 1]ear Ed,
At yaur request we met Monday marning Navember 24, 1997 iln 51te tC} []c'1Tt1Gipate lI] S
insgection walk through. Present at the meeting vvere,
Jim Radke - :5pvkane Cvunty Engineers Offiee,
Alten ArnQld - Artistic Landscape,
Tvdd Whip,ple r Inland Pacific Engineering,
Bruce Howard - Inland Pacific Engineering,
Ed Dean - Dean- Deily Cvrnparty
The fallowing deficient items were nvted for cvrrectian pn'or to fina9 acceptance by 5pvkarie
Caunty. This list of observed de£ciencies in prvject construction is intended t❑ serve as input ta
help you achieve project acceptance by Spokane County. The absence aFconstructed items from
this 1ist in no vvay implies that any unlisted item(s) have been approwed vr are apprvuable under -
current County Standards. By copy of this letter, we are nati£ying the County Engineer's staff
that we have requested Gvmpliance on the assues listed belaw. Please contact as the deficiencies
are being cQrrectedp so that we can proceed with the project certification and acceptaazce by
Spokane Caunty in a titnely manner.
* As-built pond vvlume caiculations need to represent actual ciepth of canstn.dcted ponds, nat the
assumed 5' depth nvted in ariginal submittal calculativns. (TPE)
* Rernove flter fabric frvm all frarne and grates in ponds vvith estabiished grass. * The ct-acks between the sidewalk and the back of curb will have to 6e cleaned, sprayed vvith
Herbicide, and injected with epouy or graut rnartar to stop the effects of freezel thaw cycles.
{T}+pical thrvughaut 2°d Addition.)
* Dne cracked panei ofsidewalk o~ the sauth side aflndsana at the 1$` and 2°d Additian bvunda_ry
will have ta be removed and replaced ~
707 West 7(h •$urte 200 2024 Lakewpod C1rive • 5urte 2f15
5polcanQ, WA 99204 Cveur d'Alene, ID $3$14
569-458-6840 • FAX 509-458-6944 208-765-7184 • FAX 208-754-7297
~
i
'W'alk Thraugh Punchl'rst
page 2
* Sweep and clean all streets and sidewalks. ,
* RemQve and re-insta}l the mailbox cluster per the U.S. Posta1 Service requirements.
* Instail street and sfi.op sigat per the plan set and M[Y.T.C.D.. (Typical all intersections ~
* Finish grade, install irrigation, adjust rim elevations to match the plan set, and seecl or sod pvnds
B, E, and F3: Provide as-huilt drawings, and & M manuals for the irrigativn system suitable fvr
Spokane Gaunty acceptance.
* Remove a!1 curb; sidewalk, and pauernent assaciated with the ternparary turn-around and
replace with a standard street crvss section. (Intiiana Avenue sta. 17+90 to 13+08, south)
* Remoue and replace the driveway panels at E. 19122 Tndiana, install driverrvay drop per
Spakane County detail A-7.
* Remave and replace ane panel of sidewalk at the same address.
ShQUId you have any questivras regarding this informatian please do nvx hesitate ta ca11
Sincerely,
Inland Pacific Engineering
R~~ ' 1
Bruce A. Haward
Principal
.
Hemrnings, 6ill
Fram: Hemming5, Bill
Sent; Tuesday, Jufy 14, 1998 1:39 PM
T a: `tod dw@i pe-st i. ca m'
Cc: Johns, Bill
Suhject; RE° Riverwalk 2nd - "Eyebrow"
t ~i r ' • rr'I s Th 20-Te ek~r• ~ . fflo ~s r I~ _ il
Wn sin~ ~ ~ fl ate
From taddw@ipe-sti.comiSMTP;taddw@ipe-sti com]
Sent: Monday, July 13, 1998 2:34 PM
Tn Hemmings, Bill
5u6jeet' Ra: Riverwalk 2nd - "Eyehrow"
Bil6,
Cafl wdh any questions or clarifir,ations.
Thanks far y❑ur prompt response
ToddW
• Fram Hemmings, Bill EBHemmings cDspokanecounty.Qrg>
• 70: '#oddw@ipe-sti.cam'
• Subject RE: Riverwalk 2nd - "Eyebrovv"
• Dafe: Monday, July 13, 1998 2 10 PM
~
• I#afked tQ Verrril on this and he wan#s me to la4k at it and discuss
' wkh hrm. I will Pook at ik this PdIJI.
~
> >
* > Frorn: toddw@ipe-sti com[SMTP•toddw,'m' ipe-sti.corn]
Sent: Monday, July 13, 1998 10 •25 AM
* > Ta. Hemmings, Bill
* a 5utaject: Riverwalk 2nd - "Eyebraw"
»
* , Bdl,
* y As a fiallaw up to rny submittal a week or so aga, f wanted to inquire
* > asto
' y the status Df my request ta have the "eyebrow"leul-de-sac remo►ral
requirement waived sa tha# we can get RW 2nd submrfted for acceptance.
s~
a> Please let me knaw your schedule in reviewing this information.
> > Thanks
>>TRW
~a
Page 1
INLAND PACIFIC ENGINEERING, INC.
.r,.ne 27, 1998
w. o. N4. 96070
Spokane Caunty Public 1Wvrks
Development Services
W. 1026 Brvadway
Spakane, WA 99250
Attn: Bill Hemmings, P.E.
Re: Riverwalk 2nd Additian - Prapased PIanlConstructian RevisionlAcceptance
Dear Bill:
As you are aware, we have been struggling with trying to get sotneane to camplete this project
and fuush tk~e final punch list items sa that it can be submitted far constructivn acceptance. To
that end, ynu are probabTy aware, that generally the Spansor of the project, Ilean Hnusley (a. k. a
Dean Deiley) has been essentially unrespansiVe to several Qf the items that need to be
accomplished. Theref4re, in 4rder to finiska up this work an #his phase, TPE has hired the
landscapuag contract❑r to fu7aZia.e the landscaping and irrigatzvn of the drainage tracts which was
4ne af the twer majar hurdtes teft to complete. GLIe axe paying the fees far the landscaping
contractor from our own pockets, hoping that if wa ever get settleanent with the Dean grDUp that
we'il maybe get repaid. Just for the record thaugh we are trying to marae this foctivard and finisn
at up more for the residents who moVed in unknowingly, t1a.P1 fpp th~ SppIlgpf.
The afher rafiher expensive item that was npted as required was rernoval of the cnmgleted
temporary tum around in the Snake River Lane and Lndiana AVenue intersection. This temporary
turn around was irastalled as the Dean group did nat contral the Riverwalk property directly to the
east and Riverwalk Phase 3 was not approved yet, extending Snake RiWer Lane (which is alsca a
private raad) to the north. After Campletian vf RW 2"d, Indiana Avenue was extended further to
the east to the plat baundary by RW 6', rnaking the temporary turn arvund unnecessazy. The
prahFem is that when ail of this was going on was during the time that the Dean group was
starting to curtail construction expenditures into the project and begiiuning to puIl out. Based on
the history of the area and the reasoning behind the temparary cul-de-sac I am requesting that the
requirernent to remove the temparary cul-de-sae be removed, allow7ing Indiana Avenue and RW
2"d to be submitted for cQnstructian acceptance. Fvr justification I provide the follawing:
A. The placement v£the turn araund daes nvt pose a threat to the safety ❑f through traffic,
does not pose a haza.rd to the public welfare or to the accesses to and frvrza the residential
driveways associated with this turn around.
707 West 7th • Suite 200 2020 Lakewwd Drive • 5uite 205
5}ankane, WA 99204 Coeur d'Alene, ID 83814
509-458-6840 0 FA3C 549-458-5844 208-765-7784 • FAX- 208-769-7277
~
Spokane County
Iune 27, 1998
Page 2
B. The utilities for the adjacent lots have heen installed and one house is nccupied and fiilly
landscaped, the remQval af the turn araund would impact this lat and require either the
contractor or home vwner to extensively re-landscape their front yard.
C. The rane lvt that is Vacant, has enough lot area, with the turn around to cvnstruct a horne
and meet all Cnunty set back requirernents.
D. Lastly, TYE has triid far the last faur to six mvnths to have either the llean group or KC
Canstruction remove the tum around, curb gutfier and sidewalk, move the utilities and
reinstall curb gutter and sidewalk as well as repair any associated damages incurred to the
adjacent property awners. All attempts ultimately have been futile, with no response or
rather the responses were either "°wha pays?" or "we don't have the funds to accarnplish
this worlc!„
Based upon these justifications I dv not feel that leaving the turn around in place will be a safery
problem or an undue hard ship to the adjacent property vwraers, Therefore, T request a tiuaiver
frvm ynu to allow the temparary turn around t6 rersaain. In the event that yau feel that the turn
araund tnust be remvved, I would then infcrrm you that in order to faeilitate this yuu vviYl need t❑
claim the Bond on this project and either have Caunty forces do the work or hire an outside
Cvntractar to perform the wark as TPE is vut vf aptions at this paint.
If you feel that the tum arvund can be ieft in place, we are prepared to request afinal walk
thrvugh at any time after that decision to move forward toward acceptance vf Indiana Avenue in
RW 2nd.
Shauld you have any guest'rons concernang this project please call either Bruce Howard vr myself
at 458-b840.
~incer 1y,
Inlan Pac'rfic ngi erir~g
Tadd R . Whip~le, P.E.
President
TRWltvv
enclosures- Capies di the Plat, Street and Storm Flans and Water C]tiliry Plan sheets
cc: Bruce Howard, EPE
file
r ~
I1VLANa PACIFic ENGINEERING, INC.
August 13, 1998
W.O. Na. 95580 c4c 95617
K.C. Conshvc o.
P.Q. Bax 1
Hayde e, ID 83835
A Mike Klicka
" e: Rimerwalk Z°d A,ddition: Tndiana Turn Araund Rernaval and Reconstruetion
Uear Mike,
Per Qur conversation earlier this week I arn providing the clarification that yvu requested. As
you know the Cvwaty wiT1 not allow IPE to submit RW 2sd or 6"' far acceptance trntil the
temporary fiurn a.cound ar eye brow on Indiana Avenue has been remaved. As we discussed,
untiT the cvnstruction vf these twv p1ats is accepted by Spokane Gaunty, RW 8' cannvt mave
furvs+ard. Additionally, as I pointed out, at this time we are ready to submit both RW 2nd aild
6' to Spokane County for acceptance upan removal af the eye braw.
Tn trying to get these prvjeets eleared up sv khat development at It3verwalk could move
farward, Imet witln Bill Johns and Brll Hemrnings vn August 6, 199$ at Spokane Couni.y to
discuss these issues. Based upan that meeting, bottt Hemmings and Tohns said that they
vvould allow LPE to submit RW 2' and 6bfor acceptance i£ one af twa things occut-red.
These aze as foIlows:
A. The eye hrow is remvved and recvnstructed per the approved plans.
Qr
B. The deveIvper £Qr the nex# pTat, which is RW 8" provide a bond for the remaval vf the
eye brow. The bond value can either be set by an engineering cast estimate vr a firm
proposal fram a contractor.
It is my understattding from my cvnversatian with yau that you feel that your cvst to remove
the eye braw is arcrund $4,040.00+1-. DuGring that conversativn you also indicated that ynu
wouid be w%lling to dQ the canstruction and wrap the whoTe issue up. At this point, we need
you to either comm'rt to the actual remowal and comstructivn vr vvark with Tam Anderl of
Shorewvod Harnes to obtain a bond. If the decisivn is to band, tt-ien yvu will need to write a
bonafide propvsal to Tom and £arward bath the praposal and his bvnd to TPE fQr submittal to
Spakane Counry with the acceptance packages.
707West 71h • 5uite 200 2020 Lakewoad Drtve • 5urfe 205
Spokane, W,3, 99204 Coeur d'Alene, ID 83814
509-458-6840 = FAX 509-458-6844 208-765-7784 • FAx 209-769-7277
~
K.C. Construction - RW 2"
August 13, 1998
Page 2
If we can get either process maving focwaurd within the next twa vveeks, vve can rnvve toward
submittal vf the RW 80'plans to the Cvunty for final accept.ance shortly after receipt. Sfnce
as I discusssd with you, we haVe submitted the pPans have a cvuple of times ta the Couity
and are very nearly ready tQ ga to my1ar fvr final acceptance, this is true fvr water, sewer,
s#reet and starm.
Please let me knvvv which methad you intend tQ follow within the next couple of days so that
I can get the acceptance packages ready to go. Please call with any questivns at
509-458-6840.
Sincerely, '~~nlan Pacific ineerin Cv. ~
TQad R. Wrnipple, P.E.
President -
- TRViWItw
cc: Bill Jvhas, P.E. Sokane Counry Engineer
, . s
Tom Anderl, President, Shorewaad Homes
Bruce Haward, IPE
file
~
~
t ..i i
.
,s
.i,✓ n ~ ~
~ . ' ~
.•(~~+~a'~ _~Y '''"a
.
~
~
i
4 " : ~ ~ ~w;~ '
.
y'n', F
~
~'7 ♦ '
3 t~~`~i\~~~.• R t' ~
• ~
-i , ~ ~ ~ ,r'" `t, ~ ~ ; i~ '~v
M
! -i, ' "W ~ ~ Z~`_ r• r` f~ ~ ~ _ . C 1`~+(. t~ ~ 't ~ "a.
, S ~
~ r , • ~ ti,
.
~
A$
,
.
, r .
t ' ~ ' R f
~ . Ar *
♦ ` i 1 `i~ N ' -
r ti
►A X.y
. .a . ~
~ ° . ~ - ~
,
r , -..N
; ` ' : . ~
Y=~rs ~ w. , - t ) ' ` • • r
, • ; ~
1 X ~ no
Y•4k,
~t91 ~ • . ~t`~
•`r ~ Y' ~.~)~~L~~ i~~ ~
~ + T ~ ` ~
• • ~
i~'yt,~~` ~y ~ « ~•y } ~ ~
: ~"~'r , ~ "
. ,k
Y{ 41
yyy ~ v ~ V
~ to ~
~
. ~
~
~
A~ ~ , +
~ ~~y' ~'•'♦~'►~{~A'• ~ ~ ~
. ~ ~
~ ~ " ` • "r . k
* ~ "~r k~"
y 7
~1F'`
ti.
R
r , k 1
~ ~ . .
_
_ -
f
t
~
~
. ~
~
`.00
R ~ !
~ t ! ~ ~ •e~ ~
4 ~
~ ~ '
. q~
1'
» ~
S
s
~ ~ ,
f L3'
t
~
* ~
- ~ ~
~
~ ~
- - ,
r' ~ ~ , _'1 . ~ ~
~ ~
, _4~ ~,'e - t ~ Y 'e~~ 'M1~~;T=p. \
~t . y ! , 1 ~ ~
~ 6 - - 1J' 11~ ~1
r ~ y~' ~
~ ; •~s~.~ ~1
tg
` ~ ~
n.~. ~
~ ~
A ~
i
F~~ _ :r".'Say~j*•
E~..~`= ir
S P(7 K A NAnt:
'G C] U N'T 'Y
arvLsiora aF E:vcitvcEnrNc Ar;o ttanDs • A DivtsiON aF rrE-[[E PvaL[c WQxKs DEraarrMENr
lNiliiam A. Jahns, A.E.. County Fsigineer Dennia M. 5ctatk, P.E., Direetar
February 1$, 1997
Tac3d Whipple, P.E.
Inland Pacific Engineering, inc.
SUBJECT; P1414A - Riverwalk P.U.D. 2ud Additian
Canstrudion Documentation: Znd Submittal
Gentlemen:
We have reviewed your recent submitEal for this project, and we find that there are several items
of cancern. We are unabie, therefore, to accept the submxttaI at thfs time.
A list af items needing attention is enciosed, and are indicateti in red vn the attached print. PCease
address these items prior to the next submittal. If you have any questions, piease contact Ed 1'arry
ac 456-3+640. Thanc yau.
Very truly yours,
~ Willkam A. ]ahns. P. E.
Spvkane County Engineer
~ ~iL[+uust 'l! r G~ C. ~ .
Edward P , Jr., P. E.
Plan Review Engineer
enels: Cmnmen[s (i Page)
Plan,s (1 set - blackline princ; 1 set - mylar)
cc: praject flle
reviewer '
Dean Housely Cvmpany (?1'tark Haneock)
1026W. 8roadwav Ave. • Spakane. WA 99260-(7170 •(i49)4,56-3600 FAX: {4p9} 3?4-3478 Tb[?: (509} 324-37&s
~OMMENTS
SPDKANE CDUNTY
DNiSTQIV C3F ENG1'NEERTNG & FtC]ADS
1026 W BR(7ADWAY, Sl'OKANE WA 99260-0710
FHONE (549)456-3604 FAX (5(]9)324-3478
SUBMITTAL 2(Record Drawinys) R.EVIEWER: F P rrv
PR+QJECT P1414A DATE: _18 Februarv 97
PROJECT NAME: '
GF.NFRAI_ i :MS:
1. Has the Fire Qistrict approved the revisions for the Sna4ce River Lane configuration?
2. Have ali punchiist icems identified by the Cvnstruction Engineer been Gompleted?
3. Tfie test repnrt package should he accompanied by a P.E. stamp on the caver letter
4. All revisions need to be tied to the revision bioek
Sheet 2R:
1. Grates az 15+23 RTILT (Indiana Ave): Need to address how the revised elerration of the grates affecss:
a. The TIC elevation
b. 'I'tye curb reveal
c. The perfQrmance of the grates, which was based on a?" sump
2. Need to clarify the heavy dark line acrcss the eyebraw at the intersection of Snake River Lanellndiana
Ave. Has detaii 2/2 been consrructed?
3. 5E quadrant of Saiman River LanefIndiana Ave: The TIC elevakion noted at t.he middle af the curb
return indicates thac a"birdbath" cond'xtion wil1 resujt. How daes the gutter flow acrually perform? Witl
thc flow run to north and east as inceRded?
Sheet 3R: Was che island at Snake R1r+er La►ne actually deleted fram the praject scflpe?
Sheet 4R: The eutnff swale an the south side of the plat needs to be r-onstavcted, Qr calcs showing how
the drainage facilities are actequately sizeci need to be submitted, prior to Finai insspeczivn by the Cdunry
REVIEW CU11rUMENTS Fage Z of 2 I
18 February 97
PRdJEGT #
SUBIVIITTAL # -1-
Sheet SR: 1. Icrigatictn systems n+eed to be installed, and vegetation needs to be established prior to Final Inspection
by the CQUnty
2. Pond A: The elevativns nvted indicate that the finished depth {rim to flcwr} of the pand wi(I be
approxirnately 0.5'. [n order to rneet the requirements of the Caunty Guidelines fvr Stornrwater
Nlanagement, either the elevations will need to be revised, or a tcapsoii mix rneeting the organiC carbon
content requrrements will need to be prowrded
3. Pond B: Need to address how tlow gets from the catch basin to the drywell, anci how velocity
requirements are met, when the pipe slape equals 0.0 ro
4. Pond C: The elevations noted indicate that the finished depth (rim to floor) of che pQnd wrll be less
tlw 0.5' . In ordec to meet the requirements of the County Guidelines for Stornrwater Manuagement for
watet quality treatment, either the elevaEions will need to be revised, or calculativns showing adequate
voiume for water quality treatmenc ne,ed to be submitted.
5. Poncl E: The elevations nowd indicate ttat the finished depth (run to 1loor) of the pond will be less tt►an
0.5' . In order t4 meet rhe requirements of the County Guidelines for Storrmvcuer Managernent fvr water -
qualiry veatment, either the eievatians wilI need to be revised, vr calculativns sttowing aciequate volume
i fiar watcr quality rreatment need w be submitted.
i
ST+DRM D►RAINAGE ANALYSIS
foF
RWE~WALK
SEC(JND ADDITION
September 29, 1995
~ Revised C}ctober 3(}, :995
"4iC
LuI~7''~ f~'QatN~~ aR~~
CvAG x N A-L,
?iow o ?w ttk
Preparei.B = "3i Oc'r~'l'Q
Inlm7d Pacifu Er;gixe.e~
707 West 7' SuuYtte 200
Spokane, WA 992174
{509}-458-68,40
STOrRM DRAINAGE ANALYSIS
for RWERWALK
SECUND ADDITI(lN ~Saeptember 29, 1995
Revised Qctober 30, 1995
Prepared By:
Inlcmd PaciTc Erginw*
707 West 7n` Staate 200
spokane, WA 99204
(509)-458-6W
DRAINAGE REPORT
for
RNERWALK
- SECOND ADDITIQN
SEPTEMBER 29, 1995
REVISED OCI`OBER 30, 1"5
Prepared by:
lnlcnd Facific F.ngineering Compcrrsy
707 West 7th Suite 204
Spokane, WA 99204 (509)458-68440
This report has been prepared by the staff af iniand Pacific Engineering Gompany under
the direction of the undersigned professional enginecr whuse seal and signature appear
hereon. This report canforms to the applicable editions of the Spokane Caunty Staridards
for Rosd and Sewer Construction and the Spokane County+ GuideIines for Stormwater
Management.
. ~ 254, AL
IExPIaES 9/24; ~
Todd R. Whipple, P.E.
I
PURP(?SE
The purpnse of this report is ta determine the extent of storzn drainage facilities which
will be requireci to dispase of stormwater runoff createti lay the develqpment of
Riverwalk Seccrnd Hddition. The storm drainage facilities nn this project will be
designed to dispase of stnrmwater runoff for varied storm events as required by Spokane
County and The Cyuidelines for Storamwater Managernent, This development is within the
Aquifer Sensitivc Area and is subject to '2f38' requirements.
ANALYSIS METHUDOIAGY
The Rativnal Methvd, which is recommended far aasins less than ten acres in size, wil]
be used ta determinc the peak discharges and runoff volumes for the ten year starm
event, For basin areas larger than 10 acres in size, or bffsite basins the S{aiP Conservatican
Service, TR-55 Method for runoff and retention storage votume will be used. 'Ihe
drainags analysis for this project will #'ollow the Sookane Go n i elines fnr
Stormwater ManUement
PRQJECT DESCRIP'TION
Riverwalk Secvnd Additivn is a 4.41 acre, 14 lot subdivisian. Riverwalk 5econd Additioa
(A P1anF►ed Unit DevelQpment) is lacated in the S 1/2 of the SW 1/4 and Government
L.ots 5 azrd G of Section 8, T. 25 N., R. 45 EWM. Sbeet 67 of the Soil Survey of Spakane '
Counly. Wash~uo, (copy atcached) shaws #he sail types to be GgA, Gaarisan gravelly
loam, 0 tv 51'~ sideslopes, gravelly medium textured, somewhat excessiveiy drained sail.
'Tle permeabiltity of this soiT is inoderate to the substratum and very rapid through iL
Runoff is slow, and the b,azard of wa►ter erosion is slight to maderate. This soil is well
sui,ted for homesite development. Tbe main limitatioA far septic tank absvrption fields is ~
very rapid permea6ility ia the substratum The contamination of ground water supplies as
a result of seepage is a possibility.
Developed Condittoa
In the develvped conciition, the project can be divided intv 7 basins, A thrcaugh F, hy the
crawns and high points of the various raad improvements and tbe natural topvgraphy,
and the C)ffsite basin (See Basin Map, copy attacbed.)
Bssin Ilescriptians
Basi.n.s A through F w711 be designed ta dispose of stormwater created by the 10-year
even#, The stonmwater created by this event will be dispased of in raadside swales and
Spokane Coun.ty Standard drywells.
Basin A consists v£ the road impervious area on tlse north side of Iadia.na, fram station
7+00 to the intersecUan of Indiana Avenue and Salmon R3iver T,.ane, and Tract A.
IMmid p~* Eng6wering Inc. Mwrw& andAddjwn • rauinap
1
Basin B cansists of the imperviaus area an the aorth side of India.na frvm Sta. 13 + 15 to
18+07. It alsv includes apartion of Tract "B", lvts 1 through 3, and half of Ivt 4, binck 3.
Basin C consisis of the road impervious area on the s4uth hatf of Indiana, fzam station
14 + 36 to 12 + 63, and the wesi half of Salmon River Lane from station 2$ + 83 to 30 +0D.
This basin a.Lsa includes Iot I, block 1, and 'T'ract "G".
Basin D coasists of the impeivious area on Salmon River I.arte fram station 28+83 to
29 + 60, and the south side of Indiana frvm 13 +38 ta the easterly plat boundary at statian
19+67. It also includes Tract "I]", and lots 1 thraugh 8, black 2. Basin D calculations also
include 3 fziture tvts, and appraximately 370 lineal feet of future roadway.
Basin E consists of half of lot 4, blvck 3, and "Tract "E", as we11 as the street impervious
area on the west side of Snake RiVer Lane from station 10 +40 to 11+50, and
approximately 150 lineal feex of future street imperviaus area and one future lat.
Basin F eonsists of Tract "F", lnt 1, black 4, the street impervious area flankBag both
srdes of Iat 1. It a.LSO incIudes the street imgervious area on the nortb side of Indaana
Awenue for approximately 4801ineal €eet of future roadway and apprQximately b fucure
lots.
The Offsite basin will be c;alculated using the TR-55 methad due to th+e size of the basin.
This basin consiSts of the area south of the plat houndary taward Mission Avenue. Tbis
area sloges graduaply tavvard the site at appreximately I%. At this time this property will
stay agricultural far the near future. (See Basin Map, copy included.)
STUI7MWAT'ER CALCiJl.ATiON3 - QNSITE
The stvniwater fram the 6 ansite basins wiiI be disgased of in '208' retentinn poncis, and
5pnkane County drywells as shown on the pians a.rad in the attacbed Bowstring
Galculation Sheets.
Tabie 1 lists the tatal, and impervious areas for the T`une of Can+ceatration and Peak
F1ow calculations,
Table 2 summa-ri~es the reteatinn volumes required fvr +each basin a5 calcvlated by the
Bowstring Calculations, as well as the dep'ih, perimeter, area and valume prtavided for
each pand,
rn?a,ur Pa««ft FargLeecrir,& rru. Rivmafk 2nr,tadidau► -DmLiW
2
I caLCVT.ATIoNs
The tatal and impenrious basin areas used to calculate the Time af Cancentration and
Peak Flaws for each basan in Riverwalk 5econd Additian as shcawn on the pages
foIiowing, are tabulated below. (See ealculation sheets, copy attached.)
TABLE 1- Tc ArID PEAK FIAW CALCULATIONS
TOTAL AREA IIVIPERVIOUS AREA
Basin Sq. Ft. Acres Road Acres # Lots DU/GA °C"
Sq.Ft.
A 14,020 0,32 11,865 0.27 N/A N/A 0.90
B 54,984 1.26 10,748 0.25 3.50 2.80 0.75
~ G 24,920 0.57 13,191 0.30 1 1,75 0.25 i
D 124,013 2,85 25,436 0.58 11 3.86 0.35 I
► E 21,226 0,49 7,696 0.18 1.5 3.10 0.34
- F 82,750 1.90 16,301 0.37 6.50 3.42 0.30
~Offsire 499,633 11.47 rr/A x/A N/A N/A rr/A
Inland Paeifu Ejgihe~& Iree- RMffwa& 2nd d"dun - Draixa8r
3
'zos' RETErvTioN Vor.urvrE cALCVIATIoxs
'20$' retention volumes were calculated using the follawing formula:
Vvlume (cu. ft,) _ (dept.h)(area) + (slope area) (perimeter)
TABLE 2 -1248' RETENTICIN PUl'wiD VULUME CAI.CULATIUNS
Rivezwalk Second Addition
PUl",IU DEPTH ARF.A PERIME'IER REQ'i} VUL. VOL. PROV.
A 0.5 870 169 494.4 498.4
8 0.5 2855 231 1507.6 1514
1030 175 549.6 ssa.s I
c o.s
,
E 0.5 582 96 320.7 325.7 Fl 0.5 238 52 137,8 142.3
~ Fz as 204 sg 120s 123.8
F3 0,5 864 173 420.9 496.8
Note: Typicai sideslopes are 3:1 maximum.
BaSins B and D share a '2(}8' pond located in the comman area on the north side
af irtdiana Avenue.
Pands F1, and F2 are intermediate '208' pnnds designed to handle the ugstream
impervious area on1y. These ponds will be buili as part of future phases, but
needed tv be designed as gart of this praject,
rt►trrarut Pacfu Engine&&r$ rrsc. tiiw,w.w& .vid rlddirron - kainagt
4
~
S'PORMWATER DISPOSAL AND BASIN Si7NIMARY
The Peak Flow, Bowstring, and SCS calcu4ations an the follvwing pages show the
r+equired retention vatumes fvr each basim. Listed below are the basin sumananes and
retention voltymes pravided.
' BASIN-A
A of 0.81 c.f.s., wiii be disposed
' The peak flvw far the 10-year design storm from Basin n r~
of ia Pond A which has a'2U8' volume of 498.4 cubic feet, and one erciszing Type "B„
drywefl ia sump canciitivn.
13A.SIN B
Tle peak flow for the 14-year design storm from Basi.n "B" of 4.8$ c.f.s., will be disposed
of in Poad B which has a'20$' volume of 1514 cubic feet, and two Type "B" drywells in
sump cvndition. (Note: Pond B and the included drywells are the cambined requirements
of basins B and D.)
DA5IN C
The peak flaw far tbe 10-year design storm from Basin "C`" of 0,46 c.f.s., will be disposed
of in Pvnd C which has a'2Q8' volume of 291 cubic feet, and one existing Type °B"
dsywell in sump oondition.
BASIN D
The peak flQw for the 10-yea.r design storm from Basin "I]" of 2.17 e.f.s,, wi71 be disposed
of in Pond "B" wbich has a combined '248' volume aF 1514 cubic feet, and two Type "B"
drywells in sump conditian, Note: Basinss B a.nd D share the same pond and drywells to
take advantage of the comman azea an Tract B.
BASIN E
The peak flow for the 14-year design storm from Basbn "E" of 0.51 c.f s., will be dispased
of in Pond E which bas a'208' volume of 326.7 cubic feet, and one Type "A" drywell in
sump conditiQn.
B IN
The peak flaw for the 10-year design storm fram Basin "F" Q€ 1.42 c.f.s., will be disposed
of in Pnnds Fl, F2, and F3 which have a combiued '208' vcalume of 762.9 cubic feet, and
rane Type "B" drywell in sump condition,
Offsite
The peak flow for the 54-year design storm from the Offsite basin is 0.3 c.f.s., as
calculated by the TR-55 Method. The iotaI storage volume €rom the 50-year desigu
stnrm of 5,148 cubie feet will be stored in a cut-off swale along the south plat baundary.
The t4ta.l stprage volume provide is 5400 cvbic feet, 'rhe cut-vff swale is 0.6' deep with a
OS' of freeboard. (See calculatioms, capy attached.)
Irtlund Paeific Enginwrre& lnc. !?rnwwalk 2nd Addidvn - Dm&tBc
5
1
CURB INI.ETS AND GRATE CAIaCULATiUNS
It is necessary to check the adequacy of curb inlets and grate inlets provided to divert
the flows from the gutter to the retentivn pomds. The Cirh Drop (',alcul4,tiQn Sheet included in ttus report shnws the required lengths of cvrb apeniags. As shown an the
calculatiQn sheet, various ponds have different curb inlet requirements. Therefare, the
required curb apenings have been pravided according to the tabulated results. AlI curb
cirop inlets shall be standard 4' openings, unless otheFwise noted.
The eapacity of grate irilets in sump condiiian alsa needs tv be checked as outlined in
Suokane County G~idelines fnr 5tnrmwater Mannagement. 5eclion 4-1.1 Sump Condition.
F4r depths vf up to .4 ft. use the weir formula:
Q= C* P' H3n P= Perimeter', H= 0.40', and C= 3.0
Q = (3.0)(6.42')(0.253)
!Q = 4.87 cfs, for Spokane Co. Std. Type 2 Metal Frame and Grate with hoad.
Therefore, as tong as the impervious area design peak flaw to be disposed of bn a sump
candicion less than 4,87 c.f.s., a Type 2 grate is adequate.
It is alsa necessary tv check the capacity af grate inlets on continuous grade. The !Grate
Calcvlation - t'Antinuous Gr4Sk worksheets have beea included. The caiculations haye
been campleted in accordance with Eipire IS Qf S~okane Cnunly Guidelines_fQr
S;ormwater Man.agernent. (See calculation sheets, copy attached.)
-
tnlar+ei Pact'jtc Engintering, Ine. Rivmualk 2nd.lddirian - Drairruge
6
t'1.C Pi.+l\ LIX
pea,k FlOW aIld BOWStIiIIg 8- 22
OffSlte CaICUXat1(]IIS 23-34
Carb inlet calculations 35 - 36
Pipe f#aw calculatinn,s 37 - 38
Backwater calcuiativns 39
50il Map 40
~
r►rra,cd pacr,~rC Eqg&reffi►r& r►,e. R~ 2nd Addiuon - Draimagr
7
PEAK FLOW ANDi BOWSTRING
PEAK FL()W CALCULATION PROJECT: Riverwalk 2nd Addition
10-YEAR STC]RM tIVTERVAL BAS1N: A
Tot. Area 0.32 Acres
imp. Area 11865 SF
C = 0.90
CASE i
D ft. duerland Flvw
Ct = 0.15
L = 0 ft.
n = 0.40
s = 0.020
Tc = 0.00 rnin., by Equation 3-2 of Guidelines
550 ft, Gutter flow
Z1 = 50.0
72 = 1.00
n = 0.016
S = (3.0080
d = 0.148 ft,
A R Q Tc Tc #otal I Qc
------0.55 0.[}7 0,81 6.29 6.29 2.82 0.81
Qpeak #of Case 1 = 0.81 cfs
~ GASE 2
Case 2 assumes a Time of Concentration less than 5 minutes sa that the
peak flow =.9(3(3,18)(Imp. Area) _ 0.78 cfs
So, the Peak filow far the Basin Es the greater of the two flows,
4.81 cfs
~
BC7WSTRINC METHOD PRQJECT: Riaerwalk 2nd Addition
DETENTION BASIN C}ESIGN RASIN: A
10-YEAR DESIGN S70RM DESIGNER: B. Howard
DA°fE: 09129
Time Increment {min} 5
Time vf Conc. (min) 6.34
Outflow (cfs) 1
pesign Year Flow 10
Area (acres) 4.32
Impenrious Area (sq #t) 11865
'C' Factar 0.9
'208' VoEuma Pro►rided =4
Area * C 0.288
Time Time Inc. lrafens. 4 Devel. VQl.{n Vol.C7ut Storage
(min) (sec) (inlhr) (cfs) (cu ft) (cu ft) (cu fit)6.34 380 2.81 0.81 412 380 32
5 300 3.18 0.92 368 300 68
10 600 2.24 0.65 471 600 -129
15 900 177 0.51 525 900 -375
20 1200 1.45 0.42 555 1200 - Fi45
25 1500 1.21 0.35 568 1500 -932
30 1800 1.44 0.30 578 1800 -1222
35 2100 0.91 0.2E 584 2100 -1516
40 2400 D.82 0.24 597 2400 -1803
45 2700 0.74 0.21 603 2700 - 2097
50 3" 0.68 0.20 613 3000 -2387
2OS' QRAINAGE POND CALCULATIC?NS
Required '208' S#orage Voiume
= Imperviaus Area x.5 in 112 inlft 494.4 cu ft
208' Storage Volume Provided 4OS q cu ft ~
DRYWELL RE+QUiREMENT - 10 YEAR [7ESIGN STORM
Maximum Starage Required by Bowstring 68 cu ft
Number and Type of DryweAs Required 0 Singfe
1 Double
~
PEAK FLQW CALCl1LATIQN PROJECT: R1V@CWaIK 2f1d AdCIIt1Qn
1 0-YEAR STORM INTERVAL. BASIN: B
Tot. Area 1.26 Acres
Imp. Area 10748 SF
C = 0.25
CASE 1
60 it. Overland Flaw
ct= 0.15
L = sa ft.
n = 0.40
S = 0.020
Tc = 3.27 min., by Equation 3-2 of Guidelines
280 ft. Gutter #low
Z1 = S+O.D
Z2 = 1.00
n = 0.016
S = 0.0080
d = 0.152 ft.
A R Q Tc Yc total I Qc
0.59 0.08 0.88 3.14 6.41 2.79 0.88
Qpeak for Case 1= 0.88 cfs
GASE 2
Case 2 assumes a Time o# Concentration less than 5 minutes so that the ~
peak flow =.90(3.1$)(Imp. Area) = 0.71 cfs
So, the Peak flow for the Basin is the greater of the two ffows,
0.88 cfs
t~~
BUWSTRING METHDD PROJECT: Riaerwalk 2nd Addition
DETENTION BASIN DESlGN BASIhI: B
10-YEAR l]ES1GN STC)RM DESIGNER. B. Howarci
aarE: o9r?P
Tirne lncrernent (min) 5
Time of Conc. (min) 6,41
Outflow (cfs) 0.3
Design Year Flaw 10
Area (acres) 1.26
lmpervious Area (sq ft) 10748
'C' Factor 0.25
`208' Volume Provided
Area * C 0.315
Time Time fnc. Intens. Q Devel. Vol.In VaI,Uut Stvrage
(min) (sec) (in/hr) (cfs) (cu ft) (cu ft) (cu ft)
6.41 384 2.79 0.88 453 115 338 t=_
5 300 3.18 1.0(} 403 9(} 313
10 600 2.24 0.71 516 180 336
15 900 1.77 0.56 575 270 305
20 1200 1.45 0.45 608 360 248
25 1504 1.21 0.38 622 450 172
30 1800 1.04 0.33 632 540 92
35 2100 0.91 0.29 639 630 9
40 2400 Q.82 0.26 654 720 fi6
45 2700 0.74 4.23 660 810 -150
50 3400 0,68 0.21 671 900 -229
208' DRAlNAGE POND CALCULATlONS
Required '208' Stdrage Volume
= Imperwiaus Area x.5 in f12 in/ft 447.8 cu ft
208' Starage Volume Pravided ~0 cu ft
DRYWELL RE4UIREMENT - 10 YEAR DEaIGN ST(]RM
Maximurn Storage Required by Bowstring 338 cu ft
Number and Type of Dry►wells Required 1 Single
Q Doubke
~i
PEAK FLOW CALCULATIONS PRQJECT. Riverwalk P.U.D. 2nd Addn.
BASIN: C
Tot. Area 0.5I Acres
Imp. Area 13191 SF
C = 0.25
CASE 1
60 f#. 9verland Flow
ct = 0.15
L = 60 ft.
n = 0.40
5 = 0.020
Tc = 3,27 min., by Equation 9-2 crf Guidelrnes
550 ft. Gutter flow
Z1 = 1,0
Z-2 = 50.(}(}
n = 0.016
s = 0.0080
d = 0.102 ft.
A R Q Tc Tc total I Qc
0.27 0.05 0.30 8.(}5 11.31 2.10 0.30
Qpeak for Case 1= 0.30 cfs
GASE 2
Case 2 assumes a Time vf Concentratian less than 5 minutes so that the
peak flaw =.90{3.18}(Imp. Area) = 0.87 cfs
So, the Peak flaw fvr the Basin 9s the greater Q# the two #lows,
a.~7 cfs
t
BfJ1NSTRtNG METNQD PROJECT: Riverwalk P.U.Q. 2nd Addn.
DETEhITION BASIN DES4GN 8A51N: C
L7ES1GNER: SKM
QATE. 1Q127
Time fncrement (min) 5
Time of Canc, (min) 11.31
C3utflow (cfs) j
Design Year Flow 10
Area (acres) 0,57
Impervious Area (sq ft) 13191
'C' FactQr 0,25
'208' Voiume Provided
Area * C 0.143
Tkme Time tnc. lntens. Q aeve1. Vol.ln Vol.Out Starage
(min) (sec) (in/hr) (cfs) (cu ft) (cu ft) (cu ft)
11.31 679 2.10 0.30 272 679 - 407
5 300 3.18 0.45 182 340 -118
10 600 2.24 0.32 257 600 -343
15 900 1.77 0.25 285 900 -615
20 1200 1.45 0.21 296 1200 - 904
25 1500 1.21 0.17 298 1500 -1202
30 1800 1.04 0.15 301 1800 -1 499
35 2100 0.91 0.13 302 2104 -1798
40 2400 0.82 0.12 307 240(] -2093
45 27+00 0,74 0.11 309 2700 -2391
50 30()0 0.68 0.10 313 3000 -2687
208' [7RAINAGE Pt3ND CALCULATIUNS
Required '2a8' Starage Valume
= Impervivus Area x.5 in 1 12 in/ft 549.6 cu ft 208' Storags Volume Pro►rided cu it
DRYWELL REQUIREhAENT 10 YEA,R DESIGN STC7RilA
Maximum Stvrage Required by Bowstring -118 cu ft
Number and Type of Drywells Ftequired +D Single
1 Dpuble
PEAK FLOW CALCULATIQN PRQJECT: REVermralk 2nd Addition
1Q-YEAR STORM IfVTERVAL BASfN: D
Toi. Area 2.85 Acres
Imp. Area 25436 SF
C = 0.35
CASE 1
134 ft. Dveriarzd Fiow
Ct = 0.15
L = 130 it.
n - 0.40
S = 0.020
Tc = 5.19 min., by Equation 3-2 of Guidelines
595 ft, Gutter flvw
Z1 = 5(3.U
22 = 1.(l(}
n = 0.016
S = 0.0080
d = 0.214 ft.
A R Q Tc Tc tota! I Qc
1.16 0.11 2.17 5.32 10.51 2.18 2.17
Opeak for Case 1= 2.17 cfs
CASE 2
Case 2 assumes a Time o# Concsntrat'ton 4ess #han 5 minurtes so that the
, peak flvw =,90(3.18)(Fmp. Area) = 1.67 cfs
So, the Peals flaw far the Basin is the greater af the two flows,
2.17 cfs
~
BOWSTRING METHOQ PROJECT: Riverwaik 2nd Addition
DETENTIQN BASIN DESIGN BASIN: D
1 Q-YEAR DES1GN STURM DESIGNER: B. Howard
DATE. 09J22
Tinne Incrament (min) 5
Time of Conc. (min) 10.51
t)utflouw (cfs) 1.3
Design Year Flow 14
Area (acres) 2.85
Impenrious Area (sq ft) 25436
'C Factor 0.35
'208' Volume Pro►rided
Area * C 0.998
Time Time Inc. in#ens. 0 Dewel. VoI.In VoLC7ut Starage
(min) (sec) (inlhr) (cfs) Ccu ft) (cu ft) (cu tt)
10.51 631 2.18 2.17 1837 820 1017
5 300 3.18 3.17 1275 390 885
10 640 2.24 2.23 1796 780 1016
15 900 1.77 1.77 1968 1170 798
20 1200 1.45 1.45 2046 156(} 486
25 1500 1.21 1.21 2069 1950 119
34 1800 1.04 1.04 2090 2340 -250
35 2100 0.91 0.91 2101 2730 -629
40 240} 0.82 (}.82 2138 3120 - 982
45 2700 0.74 0.74 2151 3510 -1359
5(} 3000 0.68 0.68 2180 3903 -1720
208' DRAINAGE PUND CALCULATIONS I
Required `208" Storage VvRume
= Impervious Area x.5 in 1 12 inlft 1059.8 cu ft
2()8' Siorage Valume Provided \514.a cu ft
[]RYWELL REQUlREMENT - 10 YEAR DESIGN STORM
Maucirnum 5torage Requirsd by Bawstring 1017 cu ft
Number and Type of Drywells Required 1 Single
1 [}oubl$
PEAK FLQW CALCULATION PAfJJECT: Riverwaik 2nd Addition
1 Q--YEAR STQRM INTERVAL BASIN: E
Tot. Area 0.49 Acres
lmp. Area 7696 SF
c = 0.30
CASE 1
60 ft. Dverland Flaw
Ct = 0.15
L = 60 ft.
n = (}.44
S = 0.020
Tc = 3.27 man., by Equativn 3-2 of Guidelines
230 ft. Gutter fiow
21 = 50.0
72 = 3.50
n = 0.016
S = 0.0117
d = 0.106 ft.
A R Q Tc Tc tatal I Qc
- 0.30 0.05 0.43 2.70 5.97 2.90 0.43
Qpeak fnr Gase 1 = 0.43 cfs
CASE 2
Case 2 assumes a Time of Concentratan less than 5 minutes so that the
peak flQw =,90(3.18)(Imp. Area) _ 0.51 cfs
Sa, the Peak flow for the Basin is the greater of the twv ffows,
0.51 cfs
BC?WSSTRING METH(JD PR(7,!ECT: Rivervvalk 2nd Additian
DETENTIQN BASIN DESIGAI BASIN: E
10 -YEAR DESI+GN STORM DESiGNER: B. Howard
QATE: Q9/22
Time Increment (min) 5
Time vf Canc. (min) 5.97
Outflew (cfs) 0.3
Design Year F!o►rr 10
Area (acres) 0.49
Impervious Area (sq ft) 7696
'C' Factor 0.3
'208' VoEume Provided ;Z ~
Area * C 0.147
Time Time Inc. Intens. C! Devel. Vol.ln Val.C}ut Storage
(min) (sec) (inlhr) (ccfss) (cu ft) (cu ft) (cu ft)
5.97 358 2.90 0.43 205 107 97
5 30(} 3.18 0.47 188 90 98
10 600 2.24 0.33 23E3 180 58
15 soo 1.77 0.26 266 270 - a
20 1200 1.45 0.21 2e2 360 -78
25 1500 1.21 0.18 288 450 -1 fi2
30 1800 1.04 0.15 294 540 -246
35 2100 0.91 0.13 297 630 - 333
40 2400 0.82 0.12 304 720 - 41 fi
45 2700 0.74 0.11 347 810 -543
50 3()00 0.68 0.10 312 900 - 588
208' ORAfNACE PONa CAL.CULATlONS
Required '208' Storage Va{ume
=Imperviaus Area x.5 in / 12 in/ft 320.7 cu ft
208' Stvrage Valume Prowided 3zzo, -4- cu ft
QRYWELL REQUIREMENT - 10 YEAR DESIGN STQRM
Maximum Starage Required by Bovvstring 98 cu ft
Number and Type Qf Drywelis Required 1 S9ngle
0 Qaubie
~r
PEAK FLQYV CALCULATIOhI PR{3JECT: Riverwalk 2nd Addition
10-YEAR STC3RM IN7ERVAL BASIN: F
Tot. ►Area 1.90 pcres
Imp. Area 16301 SF
C = 0.30
CAS E 1
60 ft, Qverland Flow
Ct = 0.15
L. _ 60 ft.
n = 0.40
S = 0,020
Tc = 3,27 rnin., by Equation 3-2 of Guidelines
490 fE. Gutter fiow
Z1 = 50.0
Z2 = 1.00
n = 0,016
S = 0.0080
d = 0.182 ft.
A R Q Tc Tc total I ac
0.84 0. 09 1.42 4.87 8.14 2.49 1.42
Qpeak far Gase 1= 1.42 cfs
CASE 2
Case 2assumes a Time of Concentration less than 5 minutes sv that the
peak flow =.9(7(3.18)(Crnp. Area) = 1.07 cfs
Sv, the Peak flovrr far the 8asin is the greater of the #wo flvws,
1.42 cfs
~
BOWSTRING METHOD PRDJECT: Riuerwalk 2nci Addition
DETENTIC3N BASIN 17ESIGN BASIN: F
10---YEAR DESIGN STORM DESIGNER: B. Howard
DATE: 09f29
Time Increment (min) 5
Time of Conc. (min) 8.14
Outffaw (cfs) 1
Design Year Flow 10
Area (acres) 1.9
lmperviaus Area (sq ft) 16301
'C' Factor 0.3
'208' Vo{ume Provided -r--;•r.:~
Area * C 0.570
Time Time Inc. Intens. Q Deve1. Vol.In Vol.Qut Storage
(min) (sec) (in/hr) 4cfs) (cu ft) (cu ft) (cu ft)
8.14 488 2.49 1.42 929 488 441 <
5 300 3.18 1.84 729 300 429
10 600 2.24 1.28 978 600 378
15 904 1.77 1.01 1076 900 176
20 1200 1.45 0.83 1129 1200 - 71
25 1500 1.21 0.69 1149 1540 - 351
30 1800 1.44 0.59 1165 1800 -635
35 2100 0.91 0.52 1175 2100 925
40 2400 0.82 4,47 1199 2400 - i 2Q1
45 2700 0.74 0.42 1209 2700 -1491
50 3000 0.68 0.39 1227 30(]0 -1773
208' DRAIM1tAGE POND CALCUlATIONS
Required '208' Stvrage Volume
= Impervious Area x.5 in J 12 inJft 679.2 cu ft
208` Storage Volume Provided 1bZ11 cu ft
pRYV11ELL REQUIREMENT - 10 YEAR DESIGfV S70RM
Maximum Siorage Required ay Bowstring 441 cu ft
Number and Type of Drywells Required 0 Single
1 dvuble
Weighted Runoff Cvefficient Cakculation
Prajeci: Riverwral k P. U. D. 2nd Addition
Basin: BD IPE Job 95617
Total Area (acres): 4.1100 Designer: S. Murphy
Imp. Area (acres): 0.8300 Date: 10f27f95
Grass Area (acres) : 3.2E3(}4
Imp. Area "C": 0.9000
Grass Area "C"; 0.150(1
(imp. Area) (lmp. "C„) = 4.7470
(Grass Area) (Grass "C") = 0.4920
4.1100 1.2394
Weighted "C"- 1.2390
0.3015
4.1100
yo
BDWSTRING METHUD PRC}JECT: Fiiven+vafk P.U.D. 2nd Addn.
DETENTION BASIN DESIGhI 6ASIN: BD
DESCGNER: SKM
DATE: 1 0127
Time Increment (min) 5
Time of Conc. (min) 10.21
flutflaw (cfs) 2
Qesign Yeac Flow 10
Area (acres) 4.11
Impervious Area (sq ft) 36184
'C' Factor 0.3{}15
'208` Volume Proaided
Area * C 1.239
Time TFme tnc. Iniens. Q Devel. Vol.ln Vol.(3ut Storage
(min) (sec) (inlhr) (cfs) (cu ft) (cu ft) (cu ft)
10.21 613 2.21 2.74 2247 1225 1022
5 300 3.18 3.94 1584 604 984
1(} 600 2.24 2.78 2232 1200 1 032 <v=
15 900 1.77 2.19 2431 1800 631
20 1200 1.45 1.80 253{} 2400 130
25 1500 1.21 1.50 2561 3000 - 439
30 18()0 1.04 1.29 2588 3600 f U12
35 2100 0.91 1.13 2603 4200 -1597
40 2404 0.82 1.02 2650 4800 --2150
45 2700 0,74 0.92 2667 5400 -2733
50 3000 0.68 0.84 2703 6[}00 - 3297
208' DRAINA+GE POfVD CALCULATIONS
Required '2W Storage Valume
= Impervious Area x.5 in 1#2 in/ft 1507.7 cu ft
208' Storage Vvlume 'F"rvVided cu ft
DRY'WELL REQIJIREMEhlT - 10 YEAR DESlGh1 STORM
Maximum Storage aequired by Bawstring 1032 cu ft
Number and Type o# DrywelGs Required 0 Single
2 Double
~1
PEAK FLDW CALCULATIC)[VS PROfJECT: Rivervvalk P.U.D. 2nd Addn.
BASIN: BD
Tcst. pr'ea 4.11 Acres
Imp. Area 3+6184 SF
C = Q.3(}
CASE 1
1 30 ft. Overfand Flow
Ct = 0.15
L = 134 ft.
n = 0.40
S - U,02+D
Tc = 5.19 min., by Equa#ion 3-2 of Guidelines
595 ft. Gutter flow
Zl = 1.0
Z2 = 5Q.{}0
n = a.a1s
s = a.oo$v
d = 0.233 ft.
A R Q Tc Tc total I Qc
1.38 0.12 2.74 5.02 10.21 2.21 2.74
Qpeak fcar Case 1= 2.74 cfis
CASE 2
Case 2 assumes a Time of ConcentratEon fess #han 5 minutas so that the ,
peak flQw =.90(3.18)(1mp. Area) = 2.38 cfs
Sv, the Peak fBow fvr the Basin is the greater of the twa fiows,
2.74 cfs
Zy
~
fJFFSiTE CALCULATi[lN5
.
Quick TR-55 Ver.5.46 S/N:
Executed: 48.28:05 10--27-1995
Riverwalk Secvnd Additian I
Developed condition
50-year desiqn storm
RiTNOFF CURVE NCJMBER SUNlMARY
Subarea Area CN
Descriptian (acres) (weighted)
affsite 114.70 58
i
23
Quick TR-55 Ver.5.46 S/N:
EXecuted: 08:28:05 10-27-1995
Riverwalk Secand Addition
Developed conditivn
50-year design storm
RC]NflFF C'URVE NUMBER DATA
Cvanposite Area: c3ffsite
AREA CN
SURFACE i7ESCRTPTION ( acres )
I
Meadaw, alphalfa, good cond. 114.70 58
COMPCISITE AREA 114.70 58.0 {5$ )
Quick TR-55 Ver.5.46 S/N;
Executed: 10:15.23 09-30-1995 e:\pondpack\95617\OFFSITE.TCT
Riverwalk Secand Addition
Developed candition
50-year desagn stozm
Tc COMpUTATI4NS FQR: Offsite Basin
SHEET FLOW (Applicable ta Tc Qn1y)
Segment ID A
Surface description Alphalfa
Manning's roughness caeff., n 0.1700
Flow length, L {total < or = 304) ft 300.0
Two-yr 24-hr rainfall, P2 in 1.200
Land slope, s ft/ft 0.0100
0.8
.007 * (n*L)
T - hrs 0.94 - 0.94
0.5 0.4
F2 * s
SHALL()W CaNCENTRATED FLOW
Segment ID B
Surface (paved or unpaved)? Unpaved
F1ow length, L ft 800.0
Watercourse siope, s ft/ft 0.0100
0.5
AVg'.V = Csf * (s) ft/s 1.6135
where: i3ngaved Csf = 16.1345
Paved Csf = 20.3282
T= L J(3600*V) hrs 0.14 ~ 0.14
CHANNEL FLOW
Secjzaent zo
Crcass Sectional Fgaw Area, a sq.ft 0.00
Wetted perimeter, Pw ft 0.00
Hydraulic radius, r= afPw ft 0.000
Channel slope, 5 ft/ft 0.0000
Mannfng's roughness caeff., n 4.0000
2f3 1/2
1.49 * r * s
V = ft/s 0.0000
n
Flow length, L ft 0
T= L /(3600*V) hrs 0.00 - 0.00
TOTAL TIME (hrs) 1.07
Quick TR-55 Ver.5.46 5/N:
Executed: 10:15:23 49-30-1995 e:tipandpack\95517\OFFSITE.TCT
SUMIIMARY SHEET FOR Tc or Tt COMFUTATIONS
(Solved for Tirne using TR-55 Methods)
Riverwalk Secand Addition
Qeveloped candition
50-year design storm
Subarea descr. Tc Qr Tt Time (hrs)
Offsite Basin Tc 1.07
Z~
Quick TR-55 Versxon: 5.45 S/N: page I
Return Frsquency: 50 years
TR-55 TABULAR HYQROGRAPH METHOD
Type II. Distributian
(24 hr. Duratian Starm)
Executed: 10-27-1995 08:29.12
Watershed file: E:IPONDPACK\95617\DFFSITE MdP
Hydrvgraph file: E:\PONDPACK\95617`OFFSITE.HYD
Riverwalk Second Addition
Developed condition
50-year design storm
Input Parameters Used to Compute Hydragraph «<E
- Subarea AREA CN Tc * Tt Precip. Runaff Ia/p
DQSCriptian (acres) (hrs) (hrs) (in) (in) ingut/used
i-----_-__
DFfsite 114.70 58.0 1.00 0.00 2.40 1 0.11 1.6 .50
* Travel time trom subarea outfall to compvsite watershed autfall pvint.
I-- Subarea where user speciffed interpolativn between Ia/p tables. '
Total area = 1I4.70 acres or 0.1792 sq.mi
Feak discharge = 3 efs
Computer Modifications of Input Farameters
Input Values Raunded Values Ia/g
Subarea Tc * Tt Tc * Tt Intergolated la/p
Descrigtian (nr) (hr) (hr) (hr) (Yes/No) Messages
ffsite 1.07 0.00 1.00 0.00 No Camputed Ia/p > .5
*Travel time from subarea outfail to camposite wategshed outfall point.
Z~
Quick TR-55 Version: 5.45 8/N: Page 2
Return Frequency: 50 years
TR°55 TASULAR HYaROGFtAPH METHOD
Type II. Distribution
(24 hr. Duratian Storm)
Executed: 10-27-1995 08.29:12
Watershed file: E:`PONDPACK\95617\QFFSITE MOP
Hydragraph file: Ec\PONDAACK\95617\QFFSITE.HXD
Riverwalk Seeond Addition
Develaped condition
50-year design starm
Summary of Subarea Times tv Peak C«<
i
Peak Discharqe at Time to Peak at
Compvsite outfail Composite Outfall
Subarea (cfs) (hrs)
Offsite 3 13.0
Composite Watershed 3 13.0
7,r-s ~
Quick TR-55 Version: 5.46 S/N: Page 3
Return Frequency: 50 years
TR-55 TABULAR HYDROGRP,PH METHaD
Type II. Distribution
(24 hr. Duration Storm)
Executed: 10-27-1995 08:29:12
Watershed file: E:\PONDPACK\95617`OFFSITE MOP
Hydrograph file: E.`PaNDPACK\95617rOFFSITE.HYD
Riverwalk Seevnd Additian
Develaped condition
50-year design storm
Composite Hydrograph Summary (cfs)
Subarea 11.0 11.3 11.6 11.9 12.0 12.1 12.2 22,3 12.4
DescriQtion hr hr hr hr hr hr hr hr hr
~ffsite 0 0 0 Q 0 0 D Q 0
at a. ( c f s) 0 Q il 0 0 0 4 Q 0
Subarea 12.5 12.6 12.7 12.8 13.0 13.2 13.4 13.6 13.8
Uescriptivn hr hr hr hr hr hr hr hr hr
3
..ffsite 1 1 I
otal (cfs) 1 1 2 2 3 3 3 2 2
Subarea 14.0 14.3 14.6 15.0 15.5 16.(] 16.5 17.0 17.5
Description hr hr hr hr hr hr hr hr hr
_ffsite 2 2 2 1 1 1 1 1 1
otal (cfs) 2 2 2 1 1 1 1 1 1
SubaY'e3 18.0 19.0 20.0 22.0 26.0
Description hr hr hr hr hr
ffsite 1 i 1 1 0
Dtal (cfs) 1 1 1 1 0
1
POND-2 Versian: 5.17 S/N: Page 1
Executed 14-27-1995 08.30s40
Multiply Hydrogxaph by Constant
Unit HYD File: e.\pondpack\95617\OFFSITE.HYD
Output Hydrograph: e.\pondpack\95617\0FFSITEI.HYD
Multiplier Canstant: .1
TIME Unit Multiplier Output Hydrngraph
(hrs) Ordinates Constant {cfs}
ll.d0 0.00 x 0.100 = 0.40
11.10 0.00 x 0.100 = 0.00
11.20 0.00 x 0.100 = 0.00
11.30 0.00 x 0.100 = 0.00
11.40 0.00 x 0.100 - 0.00
11.50 0.00 x 0.100 - 0.04
11.64 0.00 x 0.100 - 0•00
11.70 0.40 x 0.100 = 4.00
11.80 0.00 x (}.100 = 0.00
I1.90 0.00 x 0.100 = 0.00
12.00 0.00 x 0.100 = 0.00
12,10 0.00 x 0.100 = 0.00
12.20 0.00 x 0.100 = 0.00
12.30 0.00 X 0.100 = 0.00
12.44 0.00 x 0.100 = 0.00
12.50 1.00 x 0.100 = 0.10
12.60 1.00 x 0,100 = 0.10
12.70 2.00 X 0.100 = 0.20
12.80 2.04 x 0.100 - 0.20
12.90 2.00 X 0.100 = 0.24
13.00 3.04 x 0.100 = 0.30
13.10 3.00 x 0.10(} - (].30
13,20 3.00 x 0.1(]0 - 0•30
13.30 3.00 X 0.100 - 0.30
13.40 3.04 x 0.100 = 0.30
,.3.50 3.00 x 0.100 = 0.30
13.60 2.00 x 0.100 - 0.20
13.70 2.00 x 0.100 = 0.20
13.80 2.00 X 0.100 = 0.20
13.90 2.00 x 0.140 = 0.20
14.00 2.00 x 0.100 = 0.20
14.10 2.00 X 0.100 - 0.20
14.20 2.00 x 0.100 - 0.20
34.30 2,00 x 0.100 - 0.24
14.44 2.00 x 0.100 - 0.20
14.50 2.00 x 0.100 = 0.20
14.60 2.40 x 0.100 = 0.20
14.70 2.00 x 0.100 = 0.20
14.80 2.00 x 0.100 - 0.20
14.90 1.00 x 0.100 = v.a.o
15.00 1.00 x 0.100 = 0.10
15.10 1.00 x 0.100 = 0.10
3~
PaND-2 Vexsian: 5.17 SfN: Page 2
Executed 10-27-1995 08;30:40
Multiply Hydrograph by Cvnstant
Unit HXD File; e:\pandpack\95617\aFFSITE.HYD
Dutput Hydroqraph: e:\pondpack\95617\0FFSITE1.HYd
Multiplier Constant. .1
TIME Unit Multiplier Output Hydragraph
'
(hrs) ordinates Constant (cfs)
i
15.2(} 1.00 x 0.100 = 0.10
15.30 1.00 x 0.100 = 0.10
15.40 1.00 x 0.100 = 0.10
15.50 1.00 x 0,100 = 0.14
15.60 1.00 x 0.100 - 0.10
15.70 1.00 x 0.100 = 0.10
15.80 1.100 x 0.100 - 0.10
15.90 1.00 x 0.100 ~ 0.10
16.00 1.00 x 0.100 - 0.10
16.10 1.00 x 0.100 = 0.10
16.20 1.00 x 0.100 = 0.10
16.30 1.00 x 0.100 - 0.10
16,40 1.00 x 0.100 - 0.10
16.50 1,00 x 0.100 = 0.10
16.60 1.00 x 0.100 = 0.10
!
16.70 1.00 x 0.100 = 0.10
16.80 1.00 X 0.100 0.10
16.901.00 x 0.100 - 0.10
17.00 1.00 x 0.100 - 0.10
17.30 1.00 x 0.100 = o.a.o
17.20 1.00 x 0.100 = 0.10
17.30 1.00 x 0.100 = 0.10
17.40 1.00 x 0.100 ` 0.10
17.50 1.00 x 0.100 ~ 0.10
. 17.60 1.00 x 0.100 - 0.10
17.717 1.04 x 0.100 0.10
17.80 1.00 x 0.100 = 0.10
17.90 1.00 x 0.100 = 0.10
18.00 1.00 x 0.100 = o.a.o
18.10 1.00 x 0.100 - 0.10
18.20 1.00 x 0.100 = 0.10
18.30 1.00 x 0.100 = 0.10
18.40 1.00 x 0.100 = (].10
18.50 1.00 x 0.100 - 0.10
18.60 1.00 x 0.100 = 0.10
18.70 1.00 x 0.100 = 0.10
18.80 1.00 x 0.100 - 0.10
18.90 1.00 x 0.100 = 0.10
19.00 1.00 x 0.100 = 0.10
19.10 1.00 x 0.100 = 0.10
19.20 1.00 x 0.100 = 0.10
3+
PaND-2 Version: 5.17 S/M. Page 3
Executed 10-27-1995 08:30:40
Multiply Hydrograph by Constant
Unit HYD File: e:\pondpack\95517\QFFSITE.HYD
Output Hydragraph: e.\pondpackr95617\0FFSITEI.HYD
Multiglier Constant: .1
TIME Unit Multiplier output Hydragraph
(hrs) ordinates Constant (cfs)
19.30 1,44 x 0.100 - 0.10
19.40 1,00 x 0.100 - 0.10
19.50 1.00 x 0.100 = 0.10
19.60 1,00 x 0.100 - 0.10
19.70 1.00 x 0.100 = 0.10
19.80 1.00 x 0.100 = 0.10
19.90 1.00 x 0.100 - 0.10
20.00 1.00 x 0,100 - 0.10
20.10 1.00 x 0.100 = 0.10
20.20 1.00 x 0.100 - 0.10
20.30 1,00 x 0.100 = 0.10
20.40 1.00 x 0.100 = 0.10
20.50 1.00 x 0.100 = 0.10
20.60 1.00 X 0,100 - 0.10
20.70 1.00 x 0.140 = 0.14
20.80 1.00 x 0.100 = 0.10
20.90 1.00 x 0.100 - 0.10
21.00 1.00 x 0.I00 = 0,10
21.10 1.00 x 0.100 - 0.10
21.20 1.00 x 0.100 = 0,10
21.30 1.00 x 0.100 - 0.10
21.40 1.00 x 0.100 - 0.10
21.50 1.00 X 0.100 ~ 0.14
21.60 1.00 X 0.100 - 0.10
21.70 1.00 x 0.100 = 0.10
21.80 1.00 x 0.100 = 0.10
21.90 1.00 x 0,100 - 0.10
22.00 1.00 x 0.100 = 0.10
22.10 1.00 x 0.100 - 0.10
22.20 1.00 x 0.100 ~ 0.10
22.30 1.00 x 0.100 = 0.10
22.40 1.00 x 0.100 = 0.10
22.50 1.00 x 0.100 - 0.10
22.60 1.00 x 0.100 - 0.10
22.70 1.00 x 0.100 = 0.10
22 . 80 1.00 x 0.100 = 0.10
22 . 90 1.00 x 0.100 = 0.10
23.00 1.00 x 0.100 - 0.10
23.10 1.00 x 0.100 = 0.10
23.20 1.00 x 0.100 = 0.10
23 . 30 1.00 x 0.100 = 0.10
3Z
POND-2 Versivn: 5.17 S/N: Page 4
Executed 10-27-1995 08:30:40
Multiply Hydrograph by Constant
Unit HYD File: e:\pondpack`95617\0FFSITE.HYD
Qutput Hydragraph: e:`pondpack195617\0FFSITEI.HYD
Multiplxer Constant: .1
TIME Unit Multiplier Dutput Hydrograph
(hrs) Ordinates Constant (cfs)
23.40 1.00 x 0,100 = 4.10
23.54 1.00 x 0.100 = 0.14
23.50 1.00 x 0.140 - 4.14
23.70 1.04 x 0.100 = 0.10
23.80 1.00 x 0.100 = 0.10
23.90 1.00 X 0.100 - 0.10
24.00 0.00 x 0.100 - 0.00
24.10 0.00 x 0.100 = 0.00
;
24.20 0.00 x 0.100 - 0.00
24.30 0.00 x 0.100 - 0.00
24.40 0.40 x 0.100 - 0.00
24.50 0.00 x 0.100 = 0.00
24.60 0.00 x 0.100 ~ 0.00
24.70 0.00 x 0.100 = 0.00
24.80 0.00 X 0.100 - 0.00
24.90 0.00 x 0.140 = 0.00
25.00 0.00 x 0.100 = 0.00
25.10 0.00 X 0.100 - 0.00
25.20 0.00 x 0.100 = 0.00
25.30 0.00 x 0.100 = 0.00
25.44 0.00 x 0.100 = 0.00
25.50 0.00 X 0.100 = 0.00
25,60 0.00 x 0.100 = 0.00
25.70 0.00 x 0.100 0.00
25.80 0.00 x 0.100 ~ 0.00
25.90 4.00 x 0.100 = 0.00
~3
PONb-2 Version: 5.17 S/N:
Executed 10-27-1995 08:31.42
Summary of Hydrograph Valume <<t<t<«
Hydrograph: e:rpondpacky95517`OFFSITE1.HYD
Volume = 5,148 cu,ft.
0.12 ac-f~
3-1
CURB INLET CALCULATICINS
i 0-YEAR DESIGN STaRM RETENTION PQND CALGUtATIUNS
Rroject: Riverwalk 2nd Additian
Date: 29- Sep - 95
Designer: B. Howard
Upstream Carryover Accumu{. Pond '208'
'208' Curb Drop Imper. Storage Storage Storage Type/ Stvrage Carryaver
Sub-Basin Sta#ion R!L Area Req"t Req't Req't Size Prouided Downstream
F 1 21 + 88 L 3305 137.8 137.8 14x 17 142.3
F2 20+41 L 2892 120.5 12(}.5 1207 123.8
F3 10+56 R 10101 420.9 420.9 11.5x70 496.8
* Calcuiated per Figure 18 of Guidelines
Calculated per Figure 16 of Guidelines
A 4 faat eurb drop wfth a 6'gutter has a capacaty o# 4.0 cfs in sump condition
CURB DROR CALGU,A710NS
Cvrb Qrop Qepresslon e 2 in.
Standard Curb []rop Lsngth = 4 ft.
Upstream 10-Yr, GutEer Roughness Reciprocal aepth Length
Curh Drop ImpeMous Pesk Flow Slope Coeif. Crass sEape 4t FI4W Required
Sub-Basin Siation RA_ Are a c,f.s. S n Z Zln d" Qa1La•i Ql(ClavL.as) Remarks
_____________==~..m= = - a = = Qa= - - = - = = = = = = = . Gm m - a= - = - m =
F 1 21+8fi L 33[]8 0.22 0.0080 0.0160 54 3125 0.08 0.059 3.71
F2 20+41 L 2€192 0.19 0.00B0 4.0160 80 3125 0.08 0,056 3.41
F3 10+66 R 10101 0.66 4' Sump condltlon
sha
Z
Calculated per FlgUre 18 of Guidelines
Calculated pet Flgure 18 tr1 Guldellnes
A 4 faot cLrb dreap Wth a 6" gutter has a
capaclry nf 4.0 cts In sump condttlan.
PIPE FLOW CALCULATI+O►NS
~
~
~
Pipe Flaw CalcuCation CB #2 to Outlet ~
Flovv 3,050 cfs Out iE 2020.29
Diameter 1.00 ft In IE 202(},51
Slope 0.01(}0 ftlft
n 0.0120
L 22.00 ft dJdia A R Q v Depth of flow,d 0.90 ft 0.90 0.7445 0.2980 4.12 5.54
Flowing Full 1.00 ft 1.00 0.7&94 0.2500 3•87 4.93
i
Critic.al Depth 0.740 ft 0.74 0.6231 0,3(}06 3.05 4,89 Normal Depth 0,670 ft 0.67 0.5594 0.2917 3.05 5.45
HWc 1.298 ft INLET CQMTROL
HV11n 1.362 ft
HWp ft
~
Pcpe Ffow Caiculation GB #1 to +CB #2
Flvw 2.170 cfs Out IE 2020.51
aiametar 1.00 ft In IE 2420.89
Slope 0.0100 ff!ft
n 0.0120
L 38.00 ft d!d ia A R Q U
Depth Qf flow,d 0.90 ft 0.90 0.7445 0.2980 4.12 5.54
Fiowing Fulf 1.E10 ft 1.00 0.7854 0.25U0 3.87 4.93
Critieal Depth 0.520 ft O,62 0.5115 0.2818 2.17 4,24
Normal Depth 0.530 ft 0.53 0.4227 0.2591 2.17 5.13
HWc 1.039 ft INLET C(]NTROL
HWn 1.144 ft
HWp ft
BACKWATER CALCULATIC)N5
Backwater Calcuiation Sheet - Riverwalk 2nd Additlon
Pipe Segment CB 1- CB 2 CB 2- Qutlet
i Q 2.17 3.05
2 Length 38.40 22.00
3 Pipe Size i.[IQ 1.()0
4 n 0.012 0.012
5 autlet El. 2020.51 2020.29
s Inlet El. 2020.89 2020.51
siope 0.0100 0.0100
7 Barrgl Area 0.79 0.79
S Barre! Vef. 2.76 3,88
9 Vel. Head 0.12 0.23
10 TW El. 2021.16 2021.93
11 Friet. lvss 0.12 0.14
12 Entr. NG L El. 2021.28 2022.07
13 Entr. Head Loss 0.11 0.21
14 Exit Head Loss 0.12 0.23
15 Outlet CtrL El. 2021.5(? 2022.51
[nlet Ctri. HW 1.0.39 1.29$
16 Inlet Gtrl. El. 2021.93 2021.81
17 Appr. Ve#. Head 0.00 0.00
18 Bend Head Loss 0.00 0.00
Junct. HL Gfleff. 4.00 0•00
19 Junct. Head Loss (}.Oa 0.00
20 HW Elev. 2021.93 2022.51
Grate El. 2023.39 2023.39
Freeboard 1.48 0.88
3~
SOIL MAP
~
PSICANAL ~
19-'
~.G&A ,
1T- fi~~r ~r ~ • . ~ f, i ~
GrtN
.r '
1.~ y ' G88
•
-GBA
r~~`~ K.~~, i - - :r. ~i~ -
~ ~ ~~,~~±t,;- t. ~ 1•f '
•i ' \
Grb` ~
. s,
~a_ i P~' . •
i • . y ,i: - ~ i r~~, . ,
. ~ ~ ri •
~ , -'IK~ ~
r t►~..j , 4` ~ G6,1
• _ E .;}'~~Ap. • :F•• .ae•i
as, t' . 8
~wi..j.lis r cD
id,
~ • . •r~~~~l/ ~ : ~'t u
b ~ ~ ~I r~;saY,r. •"l~ ;o ~
• 1~ « 1 ~C C
(tli1~ o
_ . ~ ` ~~''wt.r'',' z ~ t s :
' ~a ~ ~1YA ~~t~r.1 X Y- . f; h J _ ir ~YsC ♦ '
`~Sxt ~.r.4
F1,~t,. 1--
'+1'
i ~ - ~g~y(. t -
~ r1 - -
. 4 s~~~'L~f"':~~
::S • - 1 ^ ~
~ S
Y"~1~~ ~'~h•~~~~-
'Y y ~•'D ~,2 ~
Mm4~-ill" =zx~-
I~
.'CANAL
1 r~k .
~ [i},'3 • ~ u . _ ~ r~r~` ti,y~y'~.,. '
:Jr
~"S.• , t!,' ~ •.:1'+.~ ' ' ~ ` ~ .
`.ilH)U 1 P.•1
- J
:
INLAND PACIFIC ENGINEERING
707 West 7th Avenue, Suite 200
Spokane, WA 99204
Telephone: (509) 458-6840 FAX: (509) 458-6844
FAX TRANSMITTAL
DATE: March 5, 1998 NO.OF PAGES: ' Including Cover Sheet ,
TO: Jim Radke FAX NO.: 324.3478
COMPANY: Spokane County PHONE NO.: 456.3600 FROM: Bruce Howard JOB NO.: 95617,95618
PROJECT NAME: Riverwalk 2"d and 3`d Additions
ORIGINAL IN MAIL: ~ YES O NO
NOTES:
Jim..
Per our phone conversation this afternoon, please find enclosed a copy of Riverwalk 2"d and
3`d Addition walk through notes and punchlisYs.
If you have any further questions concerning any of these matters, please feel free to contact
me.
Bruce A. Howard
INLAND P'ACIFIC ENGINEER1NG, INC.
January S, 1998
W.C3, 95617
I7ean-Deily Company
1572[} N.L. i 16th Stree#
Redmond, Washington 98052
Attn: Ed T?ean
Re; Riverwalk P.U.D. 2nd Addition, Walk Through and Punehlist
Dear Ed,
At yaur request we met Monday morning Novembee 24, 1997 on site to purtrticipate in a
inspection walk thraugh. Present at the meetin$ were;
J'rm Radke - Spakane County En,gineers ORice, ~
Ailen Arnoid - Artistic I.andscape,
Todd Whipple - Iriland Pacific Engineenng,
Bruce Howard - Inland Pacifsc Engineering,
Ed Dean - Dean- Deily Company
Ttie following deficic:nt items were noted for correctinn priar to final accepiance by Sgolcane
Caunry. This Iist of observed deficiencies in project construc#ivn is intended ta serve as input to
help you achieve prvject accepta.nce by 5pokane County. The absence of constructed iterns fram
this list in no way implies that any unlisted item(s) have been approved or are apprvVable under
current County Standards. By cogy of this letter, we are natifying the County Engineer's s#aff
thaE we have requested compliance vn the issues lxsted belaw. Please cQaiact as the deficieneies
are being correGted, so that wc can prviceed with the praject certification and acce,ptance by
Spokane County in a tirn,ely manner.
* As-brsilt pvnd voluine calculations need to represent actuaf depth of coccEStnac#ed pvnds, not the
assumed .5" depth nflted in origirial submittal calculations. (Il'E)
* Rernove filter fabric from all fram+e and grates in pvnds with estabIishcd grass.
* The cracks between the sidewalk and the back of curb will have iv be cleaned, sprayed with
herbicide, and injected with epcaxy or grout mortar ia stop the effects of freezel thaw cycles.
(Typicat throughout 2"d AdditiQn.)
* nne cracked panel of sidewalk on the south side of Indiana at the 1' and 2nd Addition boundary
will have tp be removed and repiaeeti.
707 West 7th - Suite 200 2920 Lakewaod IJrive • Suite 203
Spokane, W11943Q4 Coeur d'Alene, I[] 83814
509•458-6840 . FAX7SD9-A58-GR4d 248-7E,5-7784 • FAX: 208-764-7277
. .
Walk Thraugh Punelilist
page 2
* Sweep and clean ail streets and sidewalks.
i
* RemQVe and re-install the mailbvx cluster per the U.S. P+ostal Service requirements. ,
* Install street and stvp sign per the plan set and M.U.T.C.D.. {Typical all intersectians.}
* Finish grade, install imgatiQn, adjust rim esevations to rnatch the plan set, and seed or sod pands
B, E, and F3: Provide as-built drawings, and C? & M manuais for the irrigatian system suitable for
Spokane Cflunty acceptance.
* Remove all curb, sbdewalk, and pavement associateci with the temparary tum-around and
replace with a standard street cross section. (Indiana Avenue sta. l 7+9p to t 9+08, snuth)
* Remove and reptace the driaeway panels at E. 19122 indiana, snstall driveway drop per
Spokane County detail A-7.
* Remove aand replace ane panel af sidewalk at the same address.
Shauid you have any questions regarding this iriformation please do nat hesitate to call.
S incerely,
Inland Pacific Engi.neering
Brucc A. Howard
P'rincipal
cc. Tim Radke, Spokane Cvunty
~
SER-25-1996 I0:17- INLAND PAClFiC ENC P.02 I
t
.
16' WIQE SiDEWALK '
& UTrU1y lZASEMENT ~
TYPE "F7' C't,iRB
O'
7,, „
~ ~
i ~
~ W
~ ~2
.~'cn ~ EXMS 9/201/ ~
j ~
w ~
Q0 SPOKANE COJNTY STAN4ARD
z TYPE "A° OR~ELL WlTH
c TYPE 4 METAL FRAME & Llp
~ 4 WiTH SQLiD Uf7
m , s~ . E~0+6 ~025.69 T,
. ! ~ .
r
Y
~_22•5, ~
~ e t
~ ~_..Zi ~ 23 LF OF 12" CMP
s'(TYP.) ~ w)~ ~.42 37
1 '
~ lE~Q-2021 .69
I > ~
1N'v S~TpACK
C
BOUNDAR`t C3F LEVEL CURB sNL.ET TYPE 1& 2
Fl,AT SO7010 AF2EA STa. 10+56.55 L'C.
_ .Y ~ - pi~.INAGE EASEMENT TC=2Q?5.6CY
I~----1 WIDE UTIUTY 31,6:. L:'L~~ ~
~ ~EiVi r
5 SEDEweL►c . ~ • SPOKANE COUNTY STAN[3ARD
CONCRETE INLET TYPE 1
w1TN TYPE 2#4tETAL F'RAME 8c GRATE
\ POND y> STA-14+47(SNAKE RIVER UV.) 41.5' L7.
-TYPv 6. CU;c GRATE Et. = 2024.37
INDIANA AVENUE I
J'6 ~'looc~. F.~.
c}
PUNU 8oTTOM EIEv-i024.37
SCILE: 1"a20' /f
t INLAND ~
LOT 4, BLOCK 3 PACiFIc
, ~
R I~1 E R WA L K ZND A D D 1 T I Q N EwGINEERINa
707 w~ 7th .SUfte z~ (5M) 456-W40
~ 10j30/95../ Spoke"°• w,A gs204 Fiuc: (scg) 4sa--10a+`
r ~
~
,
r~
m EL i
R/w
R/w
pRA1i4ACE EASEMEMT aS SPECIFIEQ +JN PIASJ #
T{)P 4F BERM ELEV,= ,s' 8EL0W 7HE NC1RMAL GUfTER
TOP OF CURB ELE'V. L1NE EtEWAT10N DF THE LOViEM
t.20' CUR9 QFtOP TiQ THE PON0
N(}fiFAAL ROL4.ED
3 h1Ax . ~ GUTTER UNE ~Cl.rR8
,
~ r,FdA,rE ELEvA71otv 3 ~wFAX. ~ C' - ,•/,~r:~,ii
u
~ QR~uNAGE STFtt,fCTURE t •
~ +AtHERE SHUWN L7N PLANS 4" TFiICIt P.C.C. 'cl
~
~ - Gft,ASS TUFtF IMSTALLED GQNCURRENf yy
~z W1TH t?CCUPANCY OF AAfACENT HOUSF ~V z ~
~ IYPICAL '208' PONQ '
1 a
No,ES: SECTIONAL VIEW
,
PRCrVFDE FrLrER }ABRi':'. ;aUOC0 4-545 4R EQUa!_) BETwEEN (NOr 7O SC:ALE)
iFiE N~~71VE St~i'_ ANCa TtzE V~ASi~EQ DRAkN Rt}Ck Atifi~ B£TVVEEIv
r►-tt `n'ASH~ `':qAVN Roc'!c AMD THf URYWELL BARREI..
E7IWRES 9/24I
wi .0
SCAL E: 1' =20' INLAfVD
248 CROSS SECTION PAcIFlc
LX . RI'JERWAI_ 2_~lC~ ADD1Tf~J~J ~ Er~aiNEERI~acI
1~
70-1 MteUt rtn • 5vu Z{h: (5D9) 45+3- 6w
i~ 3Q~ 9_y J*;r.oseai.s, Wn 44:04 eNf: *5e-99*4
~ T do
`;EP--26-19'95 I0:14 iNL.AhlD PACIFiC ENG P.02
.
.
~
~ DA~- .
i To:
iNLAMD PACIFIG ENGINEERING CGr. GOMPANY:
7071Nest 7th Ave., 5uite 200 ,
5pokane, VvA 99204 iFtuc kuM €R;
Telephone - (509) 45"844 - ~
FA,X - (509) 458-6844 M:
C;~
~ NUM-UE-4OF PAGE5: ZB HUMBER
IfiJCI. Ct}VEIR PAGE
~ N07ES:
~
_ ~
~
FAX TRANSMISSION ~
i
SPOKANE COUNTY INTERXM RC1AD & I)RAiNAGE
~ ~r ~
S.JMIT'TAL CHCKLISfi
PRoJEer # DATE: r~>
FROJEC7 NAME: ~~~=1•~~-✓- 7- FROlECT 5PON5(aR: J-aJL
TEI tr
PROJECT ENGINEER: TEL-P
y J
(Raad dc Drxirtage Plans)
i'RflJECT SURVEYCIR: TE
(Flat)
PLEASE PROVI.DE A RFSPONSE TCl EACH UF'I'HF, FOLL()WVXFYG TI'EEMS,
GENERAL ITEMS
rt,U?r~*E3►ue11 l. A signed "AGREEMEN'T TO PAY FEF.,S" farm ha.s been submitted ta Spakanc Caunty alvng with any
appiicab(e plat fees, prior to any pre-designlpresubmitW meeting
r.K CI.El 2. f have a copy p#', and have rsvicwed the uqvsc recent cond.itians af approvaE and any EISIMdNS requkrements
and condet'sons of approval have becn incorporated in this ptan suhmittal. i PRUJECT 1JESIGN
ra~r+.0r+1A0 1. I have campieted a rninimum of onc prz-design meeting with Spakane County Develvpment Engintering
Ssrvices EAginecrs whcre agreem►ent vvas reached on drainagc dcsign appraach.
rn~N.❑ruAE] 2. I have icaciudcd the results af any geotcchnical testing that is required by the design apprvach to werify design
pararnetcrs. ;
r.En.hwA❑ 3. I havg included any requieed gavement design calculatioas an new Public raadways as required by the
"SPOKiANE CO[lNI1' STA,ND!A,RDS FQR R[]AD ANU SEWER CONSTRUCIION", latcst ed'cion.
urr
r~.Q. ❑ 'Phe road aad drainage pYans comgly with the"SI'ANDARD ROAD PLA,N" requiremenLs for pian, pmf'de, and
typical cross sectiart elements eantarned in"Sl'[1KANE CQiJNTY STANUARUS FOR ROAD AM} SEWER
CONS'7'FrUCI'ION" latest edition ezcept as alfowed throug,h apprvved design deviations.
xtl~N.QN~~❑ 5. The drainage report incarparates the animirrsum requirerttenrs fvr a s[orm drainagc analysis as nated in the GSM
and othcr itcros which are agpropriate tb'dtmonstrare that the dcsign meets alt requirements af the Spokane
County Guidelines for Stnrmwater Management except as aliowed througtt appraved design deviatians,
resnn.Oruti❑ 6. A com,~lele drainage basin map wich tiruc of concencratian path,s shawn nas lxen included with the detaiied
hydrotogy calculativris. Drainage basin map skfows topograph, Qropvscd drainagc teaturES, and conclares wfch
hydrology calcufatioru.
raUH.0ruA0 7. All app(ieabtc traffic signing rcquieernents are Atet and have been incoz-porateci in the plan subrctittal.
w-1B'?-(*❑eu,k❑ 8. I f►ave Muded ccopics of all apprvved DESiGN DEYIATiUNS which are requircd for this prvjtict. ~
Y452r€.~ruN❑ 9. Tf►e plans and drainage repvrt are stamped, signed, and dated, and cantains, the applicahle certificatian
stateme}~t.
1
~rg~r~~OrrrwO lf}. I have included an adequate ervsion concral plan and applicable sCandard plan uvtes.
Yae C.❑wa❑ 11. I havc sccured appravals from a1l appiicable autsicls agcncies such as fire districts where appticatale and have
included praoi af thcir approvals..
v.R~Elm,ti❑ 12. I havc pmsridod an a+cce,ptablc meatts for porpetual mau►itnancc of strecr and a[a'tnage faeilitics [hat is acceptable
Ea Spokane County and havc sccured and inctuded copirs of asty requircei easemcnts. '
raura.ElwAll 13. i have r viewed the plans, catculacionx and athcr submittal daEa for comp'eteness, accuracy and caonsistestcy and
havt sulrnittcd [vva copies of plans azsd (1) bound draiaaage rcport.
Uckplarv 1.{1lhtay95 ~
ri ers[and ehat Q7erequireEnents nated above are the enirtirnum requiterueots necessary tcs perform a eursory revicw crf ttie prvject
, and Ihat additiona! anfor~atian should be inc4uc#ed witfi [his svbrniual as necessary.
ersEanc! that this submitkal wilf be checked far comg[etencss Friar to review, and ttiat it ~vill bc returned fvs ~ethcr infortt~a[ion
s Found to bc jncocnpEete.
I understand thak this submitta will not be accepted for revieav (and placed on the review list) until s!1 requ[red informatlan has
bcen submft#ed. • .
Farna completed by the respon46lc Frigineer: `
Company:
Addrzss:
~U,(✓~'~7 ~ ~ Zip codc
Date:
FOR SPt3XAHE COLJNTY USE OM.Y
f~~y~''`~-•~ ~ +~l~~~u.kh.~e~- ~1.4~r;~'~
SUBMITTAL. Aceepced far review,
~ Returned ior svbmi[tal af the fallawing:
i
GfiNERAL ITEM If :
~ -r" ' 9A4W4 NAbo rAAG N" kax-tifw~ 71* 5~A"Mt' .
PRDSEC"T DESI.fiN ff a.J W/ GtiwIN ilAgy~ E`•AXi_
~..►d ~ ~w0. J~ J~c ~~+a:.~..~~at +~e~,:~•.~' '~"'~,3 M"c Sw+cQrre c T.
Tt-lsnr'a.t C~1 c~~ Sw~ ~WA5 lr'ewc;o"► -A DO .
'~~+Ml1l~+rtrt+ ~f ut Fat hr~-r;~,..~ P►~~IKt~lt.+~ ,
" c ~ Cs~pc~s c,~' ,~v~e.ls ,~e~ F~ ~'Fe~t ~~ct~-• . RESUBM[TTAL. I't'EM 4 '
U'IA- 1~Nk • Form rcturaed tv: ~t 03qw; p`°G r Company: AadT+CSS: ~ Date:
$r,
Spoltane Cvunty Public Works Bevclopment Stcvices
,
~a-~~,f~~
4
UCkpEiCV{.,ON1'Jg$ 2
- ~
I undersland [hat the requerernents noted above are the mininxum requirernents necessary to perform a cursnry rcaiew of thc projec(
plans and Chat additidnal inforqiatian shouid bc incfuded wich this submiitai as nccessary.
I unders[ar7d Ihat this submi[Cal will be checked for eompleccness ,Qciar tv revrcw, and that it will be returneci for further iniormation
iF ic is found to be incompletc.
i undecstsind that this submittal wifl nak be accepted for review (and placed on the review 1is~t) until alI requlred informatlon has
bcen submitted.
Form cocnpletcd by ihe responible Enginccr:
Compartiy:
Address: C•~. ~l'"' ~ Gt[IT~ ~'7~
Zap cade
Datc:
~ FOR SPOKANE CUUN'f'Y USE OHI,Y
Si1BMC17AL: Acceptcd far review.
Re[urned ior submittal di thc follawing:
GENERAL ITEM
i
PROJECT DFSIGN
~ .
RESUBM[TTAL ITEM ~
Farm rcturned to:
Company: Adcfre.as: ~ .
Da[e: By: Spokkaxnc County Public Works Develaprnent Services
i
Uckplatv I,OfMay95 2
i -
~y,
~ ,r..
Ta be added as Conditior► #8 of Riveru+ay Vit1a £xtension of Time
8. Engineers Candition #2 1 of April2nd, 1982 Hearing Examiners Comnnittee Findings and
Order rec{uired that astrip of prvperry IS feet in width along 8arker Road be deciicated from i
Missifln Avcnue tv the Spokane River. Sitace a portion of this strip is not controued by the i
appIicant this requiremeni for dedicatian is nc+t appGcable. Ria,,,ht-of-way along Barker Road
within the original approved plat shall be ded'scated at time nffinaJ plat appravaC or vesting ofarty '
+cammereial rezone. Improvements to Barker Roacf shall stiil be required within the existing right I
of way per a pha.sing p}an to be ageed to by the developer and agprflved by the County Engineer.
slL
r
A
4 t.
i'
.
S P C--) Ic r'j u c) u rv •-r y
~ ,:--.PLAh"NING 17EE',4RT't4EA7 WALLIS f) Hl:E3f3:~Ct[7, G!I {ct: Tt7R
MEMORANDUM
T(): Divisian of Engineering and Roads
~ ~ ~ ~
D1V1S1CH] of Ui7.11deS f ~ '`r," p~`~°~~
Division of Buifdings `4-' ~
Spokane Counry Health District ~ ~
Spol~ane Cour~ty Farks, R~eccrea~an and Fair 1995
Fire Protection District No. 1
Consoliciated Irrigatian Districi 5POlKAilE COUNTY EHG1NEER
Central Valtey School District
r
FRUM. Lvuis Webster, Flartiner I
DA'I`E: May 19, 1'995
SUBJECT: Pmposed ltevised Final Plat of F'E-1414-$1 RIVERWALK 1ST ADDTTTON
Enclosed find copies of the abnwe referenceci revisecl final plat. 'I'he sponsQr has added
three tvts (L.ats 11, 12, and 13) to the finat plat that was eirculated March 10, 1995. Please
review the revised final plat and forward any cvmments by June 2,1995. If you have any
questians you may contact Louis Webster at 456-2205.
Thank you.
sam
Enclasure
c: North Idaho Engineering, 4200 Seitice Way, Suitc 2, Caeur D'Alene, ID 83814
Inland Pacific Engineering, 7[}7 West 7th Avenue, Suite 200, Spokane, WA 99204
1426 WGST BRaAnw.AN' AvrNuF: - SrnK,eNL, WnsiiIn(iic)*, 4926G+-O:a0 - (504)450-220` • F:1X (501))45C,-2'_a3 o T'DL?: f509y 3s4-31G6
I
JOINS PANEL 3304
Z
II
m1 4 4I0
nN] ~ . ~ y ¢ ,
EUCUO AVENUE
~ j .
L7~_, gO
ZONE C o
c~l y ~ cc
Q
✓u~,~ I BUCKEYE
MARIETTA
9a ✓ ~
OMEpV
01 ~~t ~ti
ti
q $
,
' I
• ~ ~
~i~~~ • ~
r t
MISSION AVENUF
i
4
~
i
o ;
,
17 16
` PPctFIC : , c...
.
~ ~ ~ s '
1~ ~
~ . ~
S CC:) U N T Y
DEFAtt"CfvIEN7 QF BLILl7LNG ANU PLANNFh!G • A DiViti;;,N OF THE Pvatrc WoRcs DEPwxrmEmT
JnMES L. MANSOrr. C.B.L7.. Dtcteec7OR I3FN~i-; M. c5co1"t'. P.E.. DrgizcmR
REGF1VF-D
MEMoRANDUnrt 1,._;1 1995
Cam E~Qee~i~
TO: 5pokane Cvunty I)ivision of Engineering and Roads
Spakane Gouncy Divisivn of Buildings
Spokane County Division of Utilities
Spokane County Parks I3epartment ~
Spokane County Health Discrict
Fire District # l
Cansalidated In-igation District
Central Vatley School District
VVa Siate Uept. of Transportatian
~ FROM: Lvuis Webster. Flanner I Luvf
DA'T'E. Septemter 22, 1995
SUB]ECl': Firral Plat FE-1414-81, Riverwalk 2nd Additian
Enciosed find copies of the abave referenced final piat. Plea..se review and forwarci any
cornments by Qct+ober 6, 1995. Tf you have any questions yau may contact Lauis Webster
at 456-22Q5.
Please direct yaur wrs'tten comments ta I.auis Webster.
Thank yvu.
rp
Enclosure ,
r. IFEC,']07 VV 7th, Ste 100, Spokane Wa 99204, Spokane Wa 99244
Stanton Spo, Limited Parinershig, 16720 FvW 1 tbth St, Redmvnd WA 98052
102-6 VIJFST BROA€7WAY AVENUE • 5('C7KANE, WASHING7ON 99260
BL'It_DiNG PHddW:E: (509) 456-3675 • FAX: (509) $56-4703
P`aNNtnrc PHoNE: (501) 456-2205 • Fnx; (509) 456-2243
TDD: (509) 324-3166
i
CUR9 WLET TYPE l$c 2
STA=12+50 RT.
' TC-2026.37 T1'PE "Rq' CURS
~t'~~~
~
, ~'P ~
PUND C'
z 2.50' ~
T1'PE B' CURB & GUTfER ~ ~.`~"-~.p".-i,: ~,F.R?.•' l 0
~ ~ ~..~s: 2
C4NCREI'E iNLE1' TYPE I 1NfTH ,~py`~ q~A .~'f, 4~`.-•" a~~ ~
~ TYPE 2 META9e FRAME 8c GRATE '~1Q • ~Ofi ~ f ~P ' ~C"
51"A=12+U0 3 6.5 RT. f ~ ~,~•'y QC~ ~Q ~
GRATE ELEV-2(}25.47 , y 'f~
VP
• G .
47 LF OF 12" CMP
0 E .c~av~:2z~
aE
~w~=2o2 1.80 -
,y.
1 r~,
~EXIST. SPOKANE COUNTY STANDARD
TfPE "E" DRYWELL WITH ~
TYPE 4 METAL FRAME & LID
WITH Sp1.ID LID
STA=f 1+54 28' RT. 16` WIDE SlDE'WALK &
ApJUST Llb TQ 2027.11 UTILIT'Y EASENfEh1T
~
.
x
~ POND BO7T0M ELEV=2024.9
~ BERM ELEV=2026. t 7 +
~
~
J
L~T 1 ' B LQ l: K 1 fmvu w24/ sCALE: i" =20' to l~ILAMD RIVERWALK 2ND AaflITfON PAcIFIc
EN(11NEERiNG
1{3/(~ 1/95 707 we,t 7tn • su~ zoa (so~) 458-e840
Spvkana, WA 99204 Fa1X: (!509) 45S-6844
~
~
10' WfQE UTiLI"fY
EASEM ENT r
~ 76.76'
TrPE " x cuRe
~ I
w _ p
f
s.5'1
LLJ
>
W
ry
u)
• I ~
f I I ~
SPOKRNE CpUhlTY STAN{?ARD
TYPE "B" QRYWELL INiTH f • ~co ~
TYPE 4 METAL FRAME & GRATE
aTA. 10+66 3$' L T.
GRATE £L. = 2024.87
CUFiB INLET lYPE 1
$7A. i Q+56.55 RT. I
TC=2025.80 - I ~ I I
,
~15'~'20~..BUILDING SETBACK
•5' - -
- - - - - "14' - ~ ~ _
W1QE UTILITY
15.71, 61.76' EASEMEh1T
~
I ~
6' •"SIpEWALK .
PoNo " F3" n Er CURB .
INDIANA AVENUE
`
~ • ~
25462
PUND 6QiTOM ELEV=2024.37 ~
BERM ELEV=2025.57 SCA1..E: 1'=2C1' J
~
I NLAND ~
L4T 1, B LU C K 4 PACIFtc
RIVERW'ALK 2ND ADDITION ~ ENCIINEERINGi
Toi wsrt atn • suft. sva (509) 458-6M
IN, 10/3r95 ~ ~SPOkm•. wA 99204 FNC: (50e) 458-6844;
\
16' WiDE 51DEWAl.,K '
& UTILITY E.4SEMENT
TYPE "F~' CURB
75.i10'
~ W
~ z 1
I ~
I • '
I a•
w
~
<
z
im~
~ ;o SPOKAhlE COUNTY STANDARC}
a uc'-; Zo TYPE "A' QRYWELL WITFi
N r ~ o TYPE 4 MEl`AL FRAME & LID
4 WITH SdLID L1D
j~ STA. 1 0+6fi 28' LT.
1 in UD EL. = 2{]25.E+9
I~
I
I
F-~ 227
r+.21'~.~n " 23 LF OF 12" CMP
51(-ryP,) 0 0.4321 FT./FT.
I ~
iE w-
-zaz237
6
t ' .
• ~ ' IE E)=2021.69
15'/`20' BU~LDIIVG SETBACK I~ ~g a~~ . ~
80U4VbRRY C3F LE'VEL CURB INLET TYPE 1 dc 2
FLAT BOTTQM AREA
- STA. 10+56.55 Lfi.
~ DRAINAGE EASEM ENT f
$p i y~1 ' TG=2025.60
'-10' WI DE UTI LITY
E+4SEMENT 51.20'
5'
SPOKANE CQUNfY STANDARD
- , CCENCREfE INLFT TYPE 1
\-TYPE WITH TYPE 2 METAL FRAME & GRATE
5TA=1 Q+47(SNAI{E R1VER L.I+d.) 41.5' LT.
"B'° CURB GRATE EL. = 2024.87 dLaiLALM & GUTI'ER
INDIANA AVENUE
~
h
POND B(7TFOM ELEV= 2024.37
~
BERM ELE►J=2025.57 2554552 SCALE; 1"=2(}'
~
MPFREs 9/24, INLAND
LOT 4, B LOCK 3 EX
PAciFIC
RIVERWALK 2ND ADDITfON ~ ENGINEERIN4
707 wa.t 7tn • sun. 200 (509} 458-sM
10~3/J5 Sw°'~'"~. w,~ 99204 ~i~c: ~a-~00,
~
R/W
flRAINAGE EASEMEHT A5 SPECIF#ED QN PiAN
TOR Of BERM ELEV.= .9' BELflW THE NORMAL GUffER
PQN[3 BOITOM ELEV. uNE ELEVATION OF THE LOwEST
+ 1.20' 7 CURB DRCIP TD THE POND
F S PE M
yRM~
3 MAX. Gf1'fTER L1hlE CURB
1'fT
GRATE ELEVATION ~ ~ : "r t ~ ;
3 i~1AX. 3:1 (T1'P)
~.i'..ii`PN'~i.' *~J✓,//'If
DRAIhJAGE STRUCTURE ~J 1 .50' Lr~...~,.•...
W'HIERE 5FlQWN QN PLANS
. CaNCRETE APRON
4' THICK P.C.C.
, GRASS TUFtF IhISTAI.L.EC? CONCURREI+1T
wIrH oecuPAvcY OF AaJacENT MvusE ~
'
"°TES: TYPf+~AL 'ZU8' POND °
PROVIpE FiLTER FABRIC (AMOGQ 45~45 DR Et~UAL) BE7WEEN ~
THE NA71VE SOIL AND THE WASMED 17RAJN ROGK AND BETWEEN ~
THE WVASHED dRAIN ROCK AiVb THE aR~ELL BARREL. S ECTIONAL VI EV11
(NqT 7p SCALE) ~2546't~
~QN
~ EXPFRES 9J24 ~
f wIL r~ i ~
208 C1 \OS~J SEV I 1ON ~7CI1E: 1"3LV' ~ M IHLAh1D
RIVLRWALK 2h~D ADDlfiI+~N PACtFIc
ENQIMEERINCi
10/01 /95 707 W•~t • su~ta 200 (509) ~e-e~s+o
~ Spokono. WA 519204 F+Uf: (W9) 4W-684 4 *f
RfW RfW
E}FtAIM1lA,GE EASEMEN7 AS SPECIFIE[3 43h1 PLAN ~
7OP OF BERM ELEV.= .9' BELoW THE rrORMnL GUTTER
PDND BOTTOM ELEV. UNE ELEVATION C3F TFiE LQWESY
+ i .201 cuRB DRaP To rHE PoNo d1di 7 A"4~ MlJRMAIL RC7Lt E7
MAX1 GUTTER LJhfE -\CURB ~
1
c aTE ELEvArIorr
~ ~rwc. a: 1 (nrP) C}RAI~fAGE STRUCTt1RE 't1J 1 .5'~' " /.~`!~i
WHERE SHDWN ON PL4NS
4" TI-fiCK P.C.C. CONCRETE A3?RON
- GRASS 7URF fNSfiALLEa COAdCURREM'
' WITH 4CCEJPANCY rJF ADJACEN1' WOUSE
fl,
IYPICAL '2{}8' POND
Na'Ms: S ECTI ONAL_ VI EW ~
PROVIDE F1L7ER FABRiC (AINOG(? 4545 OR EQUAL) BETWEEN (NpT TO SCALE)
~
THE NATNE SOIL AND THE WASHED DRAJN ROCK AND BETWEEN 25462
THE WASHED DRAIN RQCK AND THE DRYWEtL BARREL.
` IEl(P4RE5 4R41 ~
208 CROSS SECTlON S~`rALE: 1"a20+ to INLAND ~►ctFtc
R iVER~'ALK 2 hl C~ Aa DIT10 i~ P ENQINEERIN[1
~ 10/01 /95 ~ 707 w«.c 7u, •Sc,~e zotr (s~os) 45a-~o
` Spokant. MlA 99204 F14X: (509) 458-E6+4O,
ST(3RM DRAINAGE ANALYSIS far
RWERWt11.+K
SEC4}ND ADDiTi(1N
Septcmber 29, 1995
~
?(4(4A
RECEIVED
Prnared Bu 0CT 2 5 1995
lnlmd F~ ~%*wm*
747 W'e,st Suite 200 SPOKA[vE cUUra1Y ENGINEER
Spokwne, WA 99204
(509)-458-6M
,
ST[)RM DRAINAGE ANALYSIS
for
RIWRWH ~ ~K
SE4.ON~ ~DIT1O11
I
September 29, 1995 ~
Prepared Bv;
Inlrm+rai Pcrcific E%i'vre,eriM
747 West 7"` Suite 200
Spokcne, WA 99204
(509)-458-6840
DR,AINAGE REPORT
for
RIVERW,A,LK
SECUND ADDITION
SEPTEMBER 29, 1995
Prepared by:
inland Pacific Engrneering Campcury
707 West 7tii Suite 200
Spokane, WA 99204
(509)458-6840
1fiis report has been prepared by the staff of Irtland Pacific Engineering Company under
the direction of the undersigned professiQnal engineer whase seal and signature appear
hereon. ThiS report confarms to the appiicable editioas of thc Sprakane County Staadards
for Road and 5ewer Consiruction and the Spakane C4unty GvideIines for 5tarrnwater
Manageinent.
.
~
2!)462
~►r~.~
~ ExPaREs 9/24
~ ~
Tadd R. Whipple, P.E.
PURP4SE
The purpose of this report is to determine the extent of storm drainage facilities which
witl be required to dispose +of stormwater runoFf created by the development of
Riverwalk Secand AdcLitiaa The storm drainage faciiities on this project will be
designed to ciispose of st4rmwater runaff for varied storm events as requi,red by Spokane
Caunty arpd The Civideiines for Stnrmwater Man=rnen.L This developrnent is writhin the
Aquifer Sensitive Area and is subject to '24$' requiremeuts.
ANALYSIS METHODUL[}GV
The Rational Method, which is recammended for basins less than ten acres in size, will
be used to determine the peak disctrarges and runpff volumes for the ten year storm
eVent. Fpr basin areas parger than 10 acres in size, or offsite basins the Soil Canservativn
Service, TR-SS Method far runoff anti reteniion 5torage volume will be used. The
drainage analysis for this project will follow the SpQkane Counix uidelines for
Stormwa ter IVian~, ment.
PROJEC'T DESCRIPTION
Riverwalk 5ecand Addition is a 4.41 acre, 14 lot subtiivision. RiverwaYkk Second Addition
(A Planned Cinit Deveiopment) is located in the S 1/2 of the SW I/4 and Government
Lots 5 and 5of Section T. 25 N., R. 45 EWM. Sheet 67 af the 54i1 5urvev Df S QP. k~?ie
Counly. Washinzton, {cvP}+ atiached) shaws the soii types to be GgA, Gart`ison gravelly
lown, 4 to 5°'a sideslvpes, graveliy medium texiured, somewhat excessively drained spii.
The perrneabiiity vf this soil is maderate to the substratum and very rapid through it.
Runoff is slow, and the hazard of water ervsion is sPight to mvderate. This soil is well
suited for homesite dewelopment. The main timitation for septic tank absorption fields is
very rapid permeability in the substratum. The cantaminatian of ground water suppiies as
a result of seepage is a possibiliry.
Uevelaped Condition.
In the developed eondition, the project can be divided inta 7 basirs, A through F, by the
crowns an+d high points of the various road zmprovements and the natural togflgraphy,
and the Qf€site ba.sin. {See Basin Map, cvpy attached.}
Basin Uescriptions
Basins A through F will be designed to dispose of stormwater created by the Itl-year
event. 'I'he stnrmwater created by this eYent will be disposed af in roadside swales and
Spokane County Standard drywells.
Basin A consists of the road imperviaus area on the north side Qf India,na, £rom station
7+00 to the intersection of Indiana Avenue and Salmon River Lane, and Traci A.
l►tfartd Fat}~'ic Fnginrering, !nt» Ri+rrwafk ?nd Addirron - 17rainage
i
Basin B consists of the impervinus area on the north side of Zndiana from Sta. 13+ 15 ta
18 + 07. It aiso includes apart'ron of Tract "B", Iots 1thrvugh 3, and half of 1ot 4, hlvck 3.
B$sin C consists of the road impervinus area on the south half of Indiana., frc►m statian
10+36 to 12+63, and the west half of Sa.ImQn River Lane from stativn 28+$3 to 30+(}0.
'I`his basin alsa includes lat 1, block 1, arad '1'ract "C",
Basin U consists of the impervious area an 5alrnon River Lane from statinn 28+83 to
29+60, and the souih side of Indiana from 13+3$ to the easterly plat boundary at stativn
19+67. It alsa inciudes Tract "D", and Iots 1 tfirough 8, btock 2, Basin D caIcvlatians also
include 3 future Ints, and approximateiy 370 lineal feet of future roadway.
Bgsin E cvnsists of half of lat 4, b1ock 3, and Tract "E", as well as the street impervious
area Qn the west side of Snake River La.ne from station 10+40 to 11+50, and
approtcimatety 150 lineal feet of future street imperviaus area arzd one future lat,
Basin F consists of Tract "F', lot 1, block 4, thC StICet iII3pCMOIlS 1iEa fl~nk.tIlg bOtb
sides of lat 1. It alsa inclucies the streei impervious area an the north side of Indiana
Avenue for approximateiy 480 lineal feet of future rQadway and appraximateiy 6 future
lots.
The Uffsite basin will be ca.lculated using the TR-55 methad due ta the size of the hasin.
This basin consists of the area srjuth of the plat boundary toward Missian Avenue, This
area slapes gradualAy toward the site at approximately 1%. At this time this properiy will
stay agricultural for the near fiature. (See Basin Map, copy included.)
STORM'WAfiER CAiLCU1ATI4NS - ON'SITE
The stormwater frarn the 6 onsite ba$ins witi be disposed of in '208' retention ponds, and
Spokane County dryweBs as shown on the glans and in the atiached Bowstrir►g
CalcWation Sheets.
Table 1 lists the totat, and impervivus areas for the Time of Concentration and Peak
Flow calculations.
Table 2 summarizes the retention wolumes required for each basin as calculated by the
Bowstring Calculations, as wvell as the depth, perimeter, area and volu3ne provided far
each pond.
Inlartd PacrJfe E++gbwairr& rnc. krrwalk 2ed A rtaririnn . r]rainagt
2
caLCuIATIoNs
The total and impervious basin areas used t4 caleulate the Time of Concentration and
Peak Flpws far each basin in Riwerwalk Second Addition as shown on tbe pages
follawiang, are tabulated belaw. (See calculation sheets, cnpy attached.)
TABLE 1- Tc AND PEAK FLUW CALCUIaATEON5
TOTAL AREA IMPEXiVIUUS AREA
I 8asin 5q. Ft. Acres Road Acres # Lots DU/GA "C"
j 5q.Ft.
~ A 14,020 0,32 - 11,865 0.27 N/A N/A 090
8 54,980 1.26 10,748 0,25 3.54 2.80 4.25
~ C 18,200 0.42 6,975 0.16 1 238 0.25 I
D 124,013 2.85 25,436 0.58 11 3.86 0.35
; E 21,226 0.49 7,696 0.18 1.5 3.10 0.30
9 F 82,750 1.90 16,301 0.37 6.50 3,42 0.30
offsite 499,633 11.47 N/A N,~A N/a N/A rr,rA
lnland Paerfic Engincenireg, lnt. Rivwwrrlk Ta+d Additinn -!)►uuea$+e
3
'208'RETErrrIoN vvLuME cALcuI.a,TIorrs
'208' retentian volumes were calculated using the following formula:
Volume (cu. ft.) _ (depth)(area) + (slope area)(perimeter)
TABLE 2-'208' RETEN'TIUIV POND W'OLUME CALCULATI(lNS
Itiverwalk Second Addition I
POND DEPTH AREA PERIMETER RE+Q'D VOL» VUL. PR4V. ~
A (}.5 _ E70 169 494.4 498.4
B 0.5 2855 231 1507,6 1514
4 C 0.5 480 136 290.6 291
E 0.5 5$2 96 324.7 326.7
F1 0.5 238 62 137.8 142.3
F2 0.5 204 58 120.5 123.8
F3 0.5 864 173 424.9 496.8
Note: Typical sideslapes are 3:1 maximum..
Basins B and D share a'208' pand located in the common area an the north side
af Indiana Avenue.
, Pvnds F1, and F2 are intemaediate '208' pands designed to handle the upstream
impervious area anIy. T'hese ponds will be built as part of future phases, but
needed to be designed as part of this project.
tRland Pac#fu ,Engineering, r►ic. ,Rnr,.vafk ?narAdd+'uivn . cJrai►rage
4
STQRMWA'1IER DISP05AL AND BASIN 5UMINARY
The Peak Flow, Bowstring, and SCS calct3lations on the follpwing pages show the
required retention volumes for each basin. Lasted below are the basin summaries aad
retention volumes prvvided.
BASIN A
The pea.lc flaw far the li-year design starm from Basin "A" of 0.81 c.f.s., wi11 be disposed
of in Pond A which has a'208' v+alume of 498.4 cubic feet, and one existing fiype "B"
drywell in sump conditian.
BASIN B
' The peak flaw far the 10-year design starm fram Basin "B" of 0.8$ c.f.s., Wln be diSp05ed
of in Pvnd B which has a'208' valurne of 1514 eubic feet, and two "f`ype "B" drywells in
sump aaadition. (Note. Fond B and the included dryweits are the eombined requirements
of basins B and D.)
B,A►SIN C
The peak flow for the 14-year design storm from Basin "C" of 0.46 c.f s., will be disposed
of in Pond C which has a'2(38' volume of 291 eubic feet, and one existing Type "B"
drywell in sumg condition.
BASIN D
ne peak flaw for the IO-ye,ar design storm frvm Basin "D" of 2.17 c.f.s., will be dispased
o€ in Pond "IB" which has acombined '208' r+oiume of 1514 eubic feet, and twn Type "B„
drywells in swnp candition. Note: Basins B and D share the same pond and drywells ta
take advantage of the cammvn area an Tract B.
$ASIN E
'Ihe peak flow for the 10-year design storm frarn Basin "E" oof 0.51 c,f.s., will be disposed
o€ in Pond E which has a'208' valume of 326.7 cubic feet, and one Type "A" drywell in
suxnp conditian.
BASIN F
The peak flow fvr the 10-year design storm from Bastn "F' of 1,42 c.f.s., will be disposed
of in Pands F1, F2, and F3 which have a combined '208' voiume of 762.9 cubic feet, and
one Type "B" drywell in sumg canditior-
Offsite
I The Peak flow far the Sfl-year desagn storm from the Offsite taasin is Q c.f.s., as
calculated by the TR-55 Method. (See ca.lculations, copy attached.)
Irrknd Paci/gc Engineaing f+nc. Rivawulk 2nd Additinn - Drai,aage
5
CURB INLETS ANQ GRAITE CALCULATIONS
It is necessary ta check the adequacy of curb inlets and grate inlets provided ta c3ivert
the flows fram Lhe gutter to the retention ponds. The Curb Drop Calculation 5heet
included in this regort shows the required lengths of cvrb apenings. As shown on the
calculation sheet, various ponds have different curb inlet requirements. Therefore, ihe
required curb openirtgs have been pravided aecarding ta the tabulated results. AII curb
drnp inlets shall be standard 4' openings, unless vther►vise nated
The capacity af grate inlets in sump r.ondi#ion also needs to be checked as outlined in
S~okane County Giiidelines For Stormwater M4nagetnent, 5ection 4-1.1 Sump Condition.
For depths Qf up to .4 ft, use the weir farmula:
Q= C* P* H3/Z P= Perimeter', H= 0.40', and C= 3.0
Q = (3,(})(6.42')(0.253)
Q= 4.87 cfs, for Spokane Co. Std. Type 2 Metal Frwne and Grate with hood.
lfierefare, as long as the impervious area desig,n peak flow to be disposed of in a sump
cvnditian less than 4,87 c.f.s., a Type 2 grate is adequate.
It is also necessary to check the capaciry of grate inIets on ccantinuaus grade. The G=
C,Wg~lgtian - CQntinuaus Gra worksheets have been inckuded. The calculations have
beea completed in accordance with iuse 15 of Spokane County Czuidelines for
Stormwater Management; (See calculation sheets, copy attached.)
rnra,rx[ Pacific EVnrrer7n& I,u. ftiverwufk ?r:d Additron - r)rrrirsvgr
6
A►FPENDIX
Peak Flow and Bawstring 8- 19
Offsite calculatians 2[1 - 26
Curb inlet calculatians 27 -2$
Pipe flaw calculations 29 - 3[1
Baclcwater calculativns 31
Soil Map 32
lrsland Faci(ec Eng&rering, lnc. Rie,er,vulk 2nd Additior+ - Drainage
7
PEAK FLC}W AND BUWSTRING
I
PEAK FLOW CALCULAT1C3hl PRC}JECT. RiUerwalk ?.nd Aciditian
10-YEAR STORM INTERVAL BA51N: A
Tot Area 0.32 Acres
Imp. Area 11865 SF
C = 0.94
CASE 1
0 ft. Overland Flvw
Ct = 0.15
L = 0 ft
n = 0.44
S - 0.020
Tc = 0. 00 min., byEquatian 3-2 of Guidelines
550 ft. Gutter flow
Z1 = 50.0
Z2 = 1.00
n = 0.016
S = 0.(X180
d = (1.148 ft.
. A R Q Tc Tc #ota9 I Qc
0.55 0.07 0.81 6.29 5.29 2.82 0.81
Qpeak fcar Case 1= 0.81 cfs
CASE 2
Case 2 assumes a 7ime of Concentration Eess than 5 minutes so thai the
peak flow =.90{3,18}(lmp_ Area) = 0.78 cfs
So, the Peak flvw for the Basin is the greater vf the two #laws,
0.81 cfs
S
BOWSTRING METHQD PRDJECT. Rivermralk 2nd Addition
DETENT1ON BASlN DESIGN BASIN: A
10-YEAR DESIGN STORM DESIGNER: B. Howard
pATE: 49129
Time lrrcrement (min) 5
Time of Cone. (min) 6.34
Outflvw (cfs) 1
Design Year Flnw 10
Ar+aa (acres) 0.32
Impervious Area (sq ft) 11865
`C' Factor 0.9
'208' Vaiume Prowided q95. 14
Area * C 0.288
Time Time inc. Intens. Q DeV81. Vol.ln Vof.Uut Starage
(min} (sec) (in,mr) (cts) {cu ft} (cu ft) (cu ft)
6.34 380 2.81 0.81 412 380 32
5 300 3.18 0.92 368 300 68 c==
10 BQU 2.24 0.65 471 600 -129
15 9{}0 1.77 0.51 525 900 - 375
20 1200 1.45 0.42 555 1200 - 645
25 1500 1.21 0.35 568 1500 - 932
30 1800 1.{)4 0.34 .,s78 1800 -1222
35 2100 0.91 0,26 584 2100 - i 516
40 2400 0,82 0.24 597 2400 --1803
45 270(} 0.74 0.21 603 2700 -2047
50 30(}0 0.68 0.20 613 3000 -2381
208' DRAINAGE F'QND CALCULATIONS
Required '2t)8' Storage Votume
= Impervious Area x.5 in / 12 in/ft 494.4 cu ft
208' Storage Volume Provided 49'8, q cu ft
aRYWELL REQUlREMENT - 10 YEAR DESIGN STORM
Maximum Starage Required by BowsVing 68 cu ft
Number and Type of Drywells Required 0 Singfe
1 Dauble
PEAK FLOW CALCULATI+DN PROJECT: Ri►rerwalk 2nd Addi#ion
10-YEAR STORM 1NTERVAL BASfN: B
Tat. Area 1.26 Acres
Imp. Area 10748 SF
G = 0.25
CASE f
60 fit C]rreriand Flaw
+Ct = 0.15
l. = 60 ft.
n - 0.40
s = 0.020
Tc = 3.27 min., by Equation 3-2 of Guidelines
280 ft. Gutter flvw
Z1 = 54.0
Z2 = 1.t]0
n = 0.016
S (?.IX}8(7
d = 0.152 ft.
A R a Yc Tc tfltal I Oc
0.59 0.08 0.88 3.14 6.41 2.79 0.88
Qpea4c for +Case 1= 0.88 cFs
CASE 2
Case 2 assumes a Time af Corticentration less than a minutes sa that tf ae
peak flow =.90(3.18)(Imp, kea) = 0.71 cfs
5o, the Peak flaw #or the E3asin is the greater of the twv flo+ws,
0.88 cfs
a~
BOINSTRING METHC)D PRC)JECT: RivenNalk 2nd Addition
D'ETENTlC7hl BASIN DESIGN BASIN: B
10-YEAR DESIGN STQRM DESIGN'ER. B. Moward
DATE: 09122
Tirne incremen# (min) 5
Time af Canc. (min) 5.41
Ou#fiiow (cfs) 0.3
Design Year Flaw 10
Area (acres) 1.26
Impenrious Area (sq ft) 10748
'C' Factor 4.25
'208' Volume Provided L",
Area * C 0.315
Time Time Inc. Intens. Q Deve1. Vol.In V41.flut Storage
(min) (sec) (inlhr) fcfs) (cu ft) (cu tt) (cu ft)
6.41 384 2.79 0.88 453 115 338
5 300 3.18 1.40 403 94 313
10 600 2.24 0.71 516 180 336
15 900 1.77 0.56 575 270 305
20 1200 1.45 0.46 608 360 248
25 1500 1.21 0.38 622 450 172
30 1800 1.04 0.33 632 540 92
35 2100 0.91 0.29 639 630 9
40 2400 0.82 0.26 654 720 -66
45 2700 0.74 0.23 660 810 -150
54 3000 0.68 0.21 671 900 - 229
2(}$' DRAINAGE PONQ CALCLILATI+dNS
Required '24g' Storage Volume
= fmpenriaus Area x.5 in 1 12 infft 447.8 cu ft
208' Storage Vnlume Provided 614.0 c!u ft
DRYWELL REQUIREMENT -10 YFAR DESIGN STQRM
AAaximum Starage Required ay Bowstring 338 eu ft
Number and i'ype vf Drywells Required 1 Sing9e
a Dauble
~l
PEAK FLl7W CALCULATION PRaJECT: R'ryerwal'k 2nd Additivn
10---YEAA STORM INTERVAL BASpN: C
Tat. Area 0.42 Acres
lmp. Area 6975 SF
C = 0.25
CASE 1
60 ft. Uverland Flaw
Ct = 0.15
L = 60 ft
n = 0.40
. S = 0.020
Tc = 3.27 min., by Equaban 3-2 of Guidelines
110 ft, G utter flow
Z1 = 50.0
72 = 3.50
n = 0.016
5 = U.CK380
d = 0.103 ft,
A R a Tc Tc tvtal I Oc
0.28 0.05 0.33 1.59 5.00 3.18 0.33
Qpeak for Case 1= 0.33 cfs
CASE 2
Case 2 assumes a Time of Cvncentration less than 5 minutes sfl that the
peak flow =.90(3.18)(Imp. Area) = 0.46 cfs
So, the Peak flaw for the 8asin 'ss ttte greater af the two flows, 0.46 c#s
IZ
B(]WS3RING METHC3Q PRQJECT: RiWerwa9k 2nd Additian
QETENTIC]N BASIh! DESIGN BASIN: C
10-YEAR DESIGN STORM DESIGNER: B. Howard
DATE: 09I29
Time Increment (min) 5
Time af Conc. (min) 5.00
Outflow (cfs) 1
Design Year Flaw 10
Area (acres) 0.42
Imperviaus Area (sq ft) 6975
`C' Factor 0.25
'208' Volume Pro►rided
Area * C 0.105
Time Time Inc. lrrtens. Q Devel. Vol.ln Vol.Qut Storags
(min) (sec) (inlhr) (cfs) 4cu #t) (cu ft) (cu ft)
5.00 300 3.18 0.33 134 300 - 1ss
5 300 3.18 0.33 134 300 -1 66
10 600 2.24 0.24 165 600 - 435
15 900 1.77 0.19 186 90(] - 714
20 1200 1.45 0.15 198 1200 --1042
25 15017 1.21 0.13 204 1507 -1296
34 1800 1.04 0.11 208 1800 --1592
35 2100 0.91 0.10 210 2100 -1890
40 2400 0.82 0.09 215 24(}0 --2185
45 2700 0.74 0.08 218 270() -2482
50 3000 0.68 0.07 221 3000 -2779
208' aRAlNAGE POhlD CALCULATiONS
Required `2t}S' Starage Volume
= Empervivus Area x.5 in 1 12 in}ft 290.6 cu ft
I 208' St4rage Volume Provided -Z9 r.c, cu ft
QRYWELL RE4UIREMENT - 10 YEAFi DE51GN STURM
Maucimum Storage Required by Bawstring -166 cu ft
Number and Type of Drywelis Required 0 Singie
1 poubia
i3
PEAK FL()W CALCULATION PRO.fECT: Riverwalk 2nd Additian
10-YEAR STORM INTERVAL BASIN: D
Tot, Area 2.85 Acres
Imp. Area 25436 SF
C = 0.35
CASE 1
130 ft. Qverland Flow
Ct = 0.15
L = 130 ft.
n = U.4(1
S = 0.020
Tc = 5.19 rnin., byEqua#ivn 3-2 of Guidelanes
595 it Gutter flow
Z1 = 54.0
Z2 1.i10
n = 0.016
S = f3.008{)
d = 0.214 ft.
A R Q Tc Tc total I Qc
1.16 0.11 2.17 6.32 1 Q.51 2,18 2.17
Qpea3c far Case 1= 2.17 cfs
CASE 2
Case 2 assumes a Time of Ce►ncentra#ion less than 5 minutes so that the
peak flow =.90(3.18)(fmp. Area) = 1.67 cfs
Sv, ths Peak flaw far the Basin is the greater af the tvvo fi4ws,
2.17 cfs
I
~y
BOWSTRING METHQD PROJECT: Riverwalk 2nd Addition
DETENTiON BASIN dESfGN BASIN: D
1 Q-YEAR DESIGN STORM DESIGNER: B. Howard
DAT'E: O9/22
Time fncrement (min) 5
Time of Gonc, (min) 14.51
Outflow (c#s) 1.3
Design Year Flow 10
Area (acres) 2.85
Impervious Area (sq ft) 25436
'C' Fa+cfor 0,35
'208' Valume Provided ~5~a. 0
Area * C 4.998
Time Time fnc. Intens. Q f]e►rel. Vv1.ln Vol.Qut Storage
(min) {sec} (inlhr) (cfs) (cu ft) {c:u ft) {cu ft)
10.51 631 2.18 2.17 1837 820 1017
5 300 3.18 3.17 1275 390 885
10 600 2.24 2.23 1796 780 1016
15 900 1.77 1.77 1968 1170 798
20 1200 1.45 1.45 2046 1560 486
25 1500 1.21 1,21 2469 1950 119
30 1800 1.04 1.44 2090 2340 -250
35 2100 0.91 0.91 2101 2730 -629
ao 2400 0.82 0.82 213a 3120 -982
45 2700 0.74 0.74 2151 3510 -1359
50 3000 0.68 0.58 2180 3900 -1720
208' DRAINAGE POND GALCULATIQNS
Required '2W Storage Volume
=Impervious Area x.5 in J 12 in/ft 1059.$ cu ft
208' Stvrage Volume Provid+ed cu ft
DRY'WELL REQUIREMENT - 10 YEAR DESIGN ST(]FtM
Maximum StoragQ Required hy Bvwstring 1(}17 cu ft
Number and Type o# Drywells Required 1 Single
1 Qoubfe
I
I
~S
PEAK FLOW GALCULATIQN PRQJECT: Rivenrvalk 2nd Additian
10-YEAA STORM INTERVAL BA51N: E
Tvt Area 0.49 Acres
Imp. Area 7696 SF
C = 0.30
CASE 1
60 ft. Overland Flow
Gt = 0.15
L = f0 ft.
n = 0.40
S = (}.Q2Q
Tc = 3,27 min., byfquation 3-2 of Guidelines
23() ft. Gutter flow
Z1 = 54.[]
72 = 3.5i]
n _ 0.016
S = 0.0117
d = 0.106 ft,
A R Q Tc Tc ta#al I Qc
0.30 0.05 0.43 2.70 5.97 2.90 0.43
Glpeak for Case 1= 0.43 cfs
CASE 2
Case 2assumes a fiime of Concentrafion fess +than 5 minutas so that the
peak flow =.90(3.18)(Imp. Area) = 0.51 cfs
So, the Peak flaw €vr the Basin is the greater vf the two flvws,
0.51 cfs
I
t~.ac-
B{7WSTRIfVG METHOD PR{3JECfi. Rivenruafk 2nd Additian
DETENTiOhJ BASIN DESIGN BASIN: E
10-YEAR aESIGN STURM DESIGNER; B. Haward
DATE: U9122
Time lncrement (min) 5
Time of Canc. (min) 5.97
Out€iaw (c#s) 0.3
aesign Year Ftow 10
Area (a+cres) 0.49
fmperviraus Ar-ea (sq ft) 7696
'C' Factor 0.3
'208' Volume Provided ? Z-V, t
Area * C 0.147
Time Time lnc. Intans. Q DevsC. VoLln VaLOut Storage
(min) (sec) (in/hr) (cfs) (cu fit) (cu ft) (cu ft)
5.97 358 2.90 0.43 205 107 97
5 300 3.18 0.47 188 90 98
10 600 2.24 0.33 238 180 58
15 9{)0 177 0.26 266 270 - 4
20 1200 1.45 0.21 282 360 -78
25 1500 1.21 0.18 288 450 -1 fi2
30 180(} 1.(}4 0.15 294 540 -246
35 2100 0.91 0.13 297 630 - 333
40 2400 0.82 0.12 344 720 - 41 fi
45 2700 0.74 0.11 307 810 - 5Q3
50 3000 0.68 0.10 312 900 - 588
208" DRAlNAGE PC}ND CALC[JLATlONS
Required "2d8' Storage Volume
= Imperwious Area x.5 in 112 inlft 320.7 cu ft
208' Storage Volume Pravided cu ft
DRYWELL REQUIREME!'3T - 10 YEAR DESfGN 5T(]RM
Maxirnum Staraga Required by Bowstring 98 cu ft
Number and Type af prywvells Required 1 5'rngle
Dauble
i~
PEAK FLOW CALCULATION PROJECT: Rivervv~alk aid Additivn
10-YEAR ST4RM INTERIIAL BASIM: F
Tot. Area 1.90 Acres
Imp. Area 16301 SF
C = 0.30
CASE 1
60 ft. (]verland Fivw
Gt = 0.15
L = 60 ft.
n = 0.40
s = 0.020
Tc = 3.27 min., by Equatian 3-2 of Guidelines
490 it Gutter fiow
Z1 - 50.0
Z2 = 1.00
n = 0.016
S - O.IX}80
d = 0.182 ft
A R C1~ Tc Tc total I Qc
0.84 0.09 1.42 4,87 8.14 2.49 1.42
Qpeak for Case 1= 1.42 c€s
CASE 2
Cass 2 assumes a Time of Conoentration less than 5 minutes so that the
peak flow -.90(3.18)(Imp. Area) = 1.07 cfs
So' the Peak €Icaw far the Basin €s the greater of #he twv flows,
1.42 cfs
l~
8C)WSfiRlNG METHOD PRfJJECT: Riverwalk 2nd Addixian
DETTENTiC3N BASIN DESIGN BASIN: F
10-YEAR l]ESI+CN STORM DESIGNER: B. Howard
DATE: 09129
Time Increment (min) 5
Time of Gonc. (min) 8.14
Ouiflow (cfs) 1
Design Year Flaw 10
Area (acres) 1,9
Impervivus Area (sq ft) 16301
'G' Factor 0.3
'208' Valume Provided
Area * C 0570
Time Time inc. Intens. fl Qevel. Vol.ln Vol.Qut Sfdrage
(min) {sec) (in1hr) (cfis) (cu ft) (cu ft) (cu ft)
8.14 488 2.49 1.42 929 488 441 t
5 300 3.18 1.81 729 304 429
10 E00 2.24 1.28 978 60(} 378
15 900 1.77 1.01 1076 904 176
20 1200 1.45 0.83 1129 1200 - 71
25 1500 1.21 0.69 1149 1500 - 351
30 1800 1.44 0.59 1165 1800 - fi35
35 2100 0.91 0.52 1175 2100 -925
40 2400 0.82 0.47 1199 2400 --1201
45 2700 0.74 0.42 1209 2700 -1491
50 3000 0.68 4.39 1227 300(} -1773
208' DRA1NAGE P4ND CALCUU#TkONS
Required '2Cx8' Stvcage Valume
= Imp+arvIous Area x.5 in 112 inlft 679.2 cu ft
i 208' Storage Volums Provided -4&Z,9 cu ft
DRYWELL REClUIREMENT - 10 YEAR DESlGN STORM
Maximum Storage Required by Bowstring 441 cu ft
Number and Typa vf Drywells Re+qu'rred 0 Single
1 Doubie
15
OFFSITE CAL+CULATI+C}r+IS
Quick TR-55 Ver.5.46 S/N:
Executed: 10:14:02 09-30-1995
Riverwalk Second Addition
Developed eondition
50-year design starm
RUNQFF CURVE NUMBER SUhIlKARY
.
Subarea Area CN
Descriptian (acres) {weighted}
Offsite 11.47 58
I
Quick TR-55 Ver.5,45 S/N.
EXecuted: 10:14:02 09-30-1995
Riverwalk Second Addition
Developed condition
50-year design storm
FtUNOFF CURVE 1+TiIhIBER DAT.A
~
Cnmgosite Area: Offsite
AREA CN
SURFACE DESCRiP'T'IrJN (acres)
Me2ldoWr alphalfa, gQod cond. 11.47 58
~
COMPOSITE AREA 11.47 58,0 ~ 58